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937 UU - TR 303301 7/1/2004 Sewer & Water Canyon Heights TRACT 30330 1 No . GENERAL NO TES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCA 17ON AND COST OF ALL EXISTING SEWER AND WATER PLANS U77LI77ES OTHER THAN THOSE WITHIN EXISTING COUNTY RIGHT-OF-WAY INSTALLED UNDER FRANCHISE AGREEMENT OR PERMIT. 2. ALL WORK SHALL CONFORM WIN THE REQUIREMENTS OF THE RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS AND SPECIFICA 77ONS AND SUBSEQUENT AMENDMENTS, DATED 9116188, CO. ORDINANCE NO. 461. J. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPL Y TO THE COUNTY OF RI VERSIDE PERM/T SECTIONS, FOR AN ENCROACHMENT PERMIT, FOR ALL WORK ON EX/STING CITY MAINTAINED ROADS. EM WD WATER NOTES TIME LlMI TA TIONS ALL UNDERGROUND , WTH LA7FRALS, SHALL BE IN 4 TO PA WING THE STREET FACILITIES SEC77ON INCLUDING, BUT NOT /M/TEDP TO,C THE PRIOR 1. WA TER PIPELINE AND APPURTENANT CONS 7RUC77ON SHALL BE /N THE TIME LIMIT ON DRAWING (S) APPROVAL SHALL BE SIX (6) MONTHS A BBRE VIA TIONS FOLLOWING,• SEWER, WATER, ELECTRIC, GAS, AND DRAINAGE. ACCORDANCE WITH EMWD STANDARDS AND SPECIFICATIONS FROM THE DATE ON 771E CER77FICA77ON. IF CONSTRUCTION HAS NOT COMMENCED 5. ALL MA7ERIALS 7ES77NG AND INSPEC77ON OF PIPE SHALL BE IN 2. PRIOR TO CONS7RUC77ON OF PIPELINE, CONTRACTOR SHALL EXPOSE WITHIN STATED TIME, EMWD REQUIRES DRAWING (S) TO BE REVIEWED BY THE AR - AIR RELEASE F - FLANGE CONFORMITY WITH THE REQUIREMENTS OF RIVERSIDE COUNTY AND THE EXIS77NG WATER SYSTEM AND VERIFY ITS EXIS77NG ELEVA77ON AND DEVELOPER/DESIGN ENGINEER AND RESUBMITTED TO EMWD FOR POSSIBLE CHANGES AV - AIR VACUUM GV - GATE VALVE AMERICAN WA TER WORKS ASSOC/A 77ON (A.W.W.A.) STANDARDS L OCA 77ON . IN MASTER PLANNED SIZING AND CHANGES IN SPEC/FICA 77ONS AND STANDARDS. BF - BLIND FLANGE H - H U B 6. FAILURE TO MEET ANY OF THE REQUIREMENTS OF RIVERSIDE COUNTY AND 3. ALL SERVICE CONNECTIONS SHALL BE 1" SERVICES X 518" METERS UNLESS BFV - BUTTERFLY VALVE HPI - HORIZONTAL POINT THE A.W.W.A. SPECIFICAT7ONS WILL BE CAUSE FOR REJEC770N. OTHERWISE NOTED, AND SHALL BE LOCATED AS SHOWN ON THE PLANS AND BOSD- BOTTOM OF STORM DRAIN OF INTERSECTION 7. MINIMUM PIPE COVER FOR WATER LINE SHALL BE 48 INCHES. ADJUSTED AS NECESSARY TO MISS DRIVEWAYS. WATER SERVICE ASSEMBLIES NO TIFICA TIONS. BOW - BOTTOM OF WATER RETROREFLEC LINE PAVEMENT MARKER PROP.- PROPOSED 8. ALL MATERIALS AND INSTALLATON SHALL CONFORM TO RIVERSIDE SHALL BE INSTALLED /N ACCORDANCE WITH STD. DWG B-590 (T1PE"B"). COUNTY STANDAR05.IND SPEC/FICArIONS ORD/NANCAE AhO.H6/ CAV - COMBINATION AIR VALVE RD - ROAD ADJOINING LOT METER BOXES SHALL BE PLACED TOGETHER AT PROPERTY LINE. 9. FOR SEPARA77ON REQUIREMENT BETWEEN WATER AND SEWER LINES, SHALL 1. THE CONTRACTOR SHALL N077FY 7HE RIVERS/DE COUNTY 7RANSPORTA77ON CIS - CENTER GRADE RSVG- RESILIENT SEAT GATE VALVE awmfm7vvxrr NEAI.TfI-cow srmoAe0s 4. BLOW-OFF ASSEMBLIES SHALL BE INSTALLED WI1N ACCORDANCE WI1N STD. DWG. DEPARTMENT CONS 7RUC 7701V SECTION AT (909) 955-6885 AT LEAST 48 CIVIL & C- CEMENT MORTAR- LINED AND COATED STEEL R/W - RIGHT OF WAY 10.WHEREVER A WATER LINE ENCOUNTERS A STORM DRAIN LINE OR OTHER B-357. HOURS /N ADVANCE OF STAR77NG CONSTRUCTION. PIPE (CLASS 150 UNLESS OTHERWISE NOTED) SD - STORM DRAIN OBS7RUCI7ON AND CROSSING OVER THE O8S7RUC770N WILL RESULT IN 5. TEMPORARY BLOW-OFF ASSEMBLIES SHALL BE INSTALLED /N ACCORDANCE WITH STD.DWG B CO - CLEAN OUT SFM - SEWER FORCE MAIN LESS THAN 36 INCHES OF COVER OVER 171E WATER LINE, /T WILL CROSS -568. 2. CONTRACTOR SHALL NOTIFY APPROPRIATE UTTL/TIES 48 HOURS PRIOR TO CS - CORPORATION STOP STL - STEEL UNDER THE OBSTRUCON (MIN 6. AIR VALVE ASSEMBLIES SHALL BE INSTALLED /N ACCORDANCE WIIN STD. DWG. . 1' CLEAR). TYPE "B" EXCAVA77ON OR 7RENCH/NG. CT - COURT TOS - TOP OF SEWER LINE B-598, CV - CHECK VALVE VPI - VERTICAL POINT OF INTERSECTION Z WATER SYSTEM PROFILE ELEVATIONS ARE TO CEN7ERLINE (CENTERGRADE) UNDERGROUND SERVICE ALERT 1-800-227-2600 CYN - CANYON W OR W.L. - POTABLE WATER LINE (CLASS OF PIPE. DR - DRIVE 150 UNLESS OTHERWISE NOTED) 8. ALL FIRE HYDRANTS SHALL BE COLOR CODED ACCORDING TO 171E HYDRANT'S FLOW EASTERN MUNICIPAL WATER 1-909-928-3777 EX 4830 EP - EDGE OF PAYMENT EM WD SEWER NOTES A T A RESIDUAL PRESSURE OF 20 PSI. ALL BARRELS SHALL BE CHROME RA 7F DISTRICT YELLOW. CAP AND TOP COLORS SHALL BE GREEN (1000 TO 1499 GPM). 1. SEWER SYSTEM CONSTRUCTION AND MATFR/ALS SHALL BE /N 9. JOINT RESTRAINERS SHALL BE USED ON ALL MAIN LINE PIPE JOINTS RIVERSIDE COUNTY FLOOD CONTROL 1-909-955-1200 ACCORDANCE WITH EMWD'S STANDARDS AND SPECIFICATIONS WITHIN SPECIFIED L/M/IS, AND ALL JOINTS OF WATER APPURTENANCES DEVELOPER: 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT LATERALS OFF MAIN LINE, PER EMWD STD. DWG. B-663. OWNER: INVERT). 10. ALL PVC PIPE 774ROUGH 12 INCH SHALL BE TYPE C-900 CLASS 150. WA TER CER TIFiCA TION ' FORECAST PPI, LLC J. CONTRACTOR HAS 171E OPTION TO INSTALL PLAS77C OR VCP SEWERS, PIPE SHALL CONFORM TO AWWA SPECIFICA TONS. EXCEPT WHERE SPECIFICALLY DESIGNATED ON PLAN, PER EMWD 11. INSTALL LOCATOR WIRE OVER WATER MAIN PER STD. DWG. B-656. 3536 CONTOURS SI,, SUI7E 300 STANDARDS AND SPECIFICA7TONS 12. RT77NGS FOR P.V.C. PIPE SHALL BE DUC77LE OR GRAY IRON. FlT77NGS / CER77FY THAT THE DESIGN OF THE WA7ER SYSTEM /N TRACT NO. 30330-1 ONTARIO, CA 91764 4. MANHOLES SHALL BE CONSTRUCTED /N ACCORDANCE WI7H STD. DOGS. S6-53 SHALL BE FLANGED, BOLTED MECHANICAL JOINTS', OR PUSH-ON JOINTS, IS IN ACCORDANCE WITH THE WATER SYSTEM EXPANSION PLANS FOR THE (909) 987-77B8 SB-56, SB-58, AND SB-61, AS APPLICABLE. SEWER MAINS MAY BE LAID AND SHALL BE CEMENT MORTAR LINED AND TAR (SEAL) COA TED PER EASTERN MUNICIPAL WATER DISTRICT, AND THAT THE WA TER SERVICE, APPLICANT.• 7HROUGH MANHOLES AND USED AS A FORM FOR THE INVERT. E.M.W.D. STANDARDS AND SPECIFICATIONS STORAGE AND DIS7R/BU77ON SYSTEM WILL BE ADEQUATE TO PROVIDE FORECAST HOMES 5. PRIOR TO CONS7RUC770N OF SEWER, C0N7RACTOR SHALL EXPOSE 13. POLYETHYLENE ENCASEMENT ALL DUC77LE OR GRAY IRON FITTINGS SHALL WATER TO SUCH TRACT. THIS CER77FICA77ON DOES NOT CONS 77TUIF A EXIS77NG SEWER AND VERIFY I IS EXIS77NG ELEVA 77ON AND LOCA 770N. BE POLYETHYLENE ENCASED AT THE 77ME of INSTALLA 77ON PER EMWV GUARANTEE THA T l T WILL SUPPL Y WA TER TO SUCH TRACT A T ANY SPECIFIC 3536 CONTOURS ST, SUI7F 100 WHERE CONNECTING TO EXISTING MANHOLES AND AN INLET STUB OF STANDARDS AND SPECIFICATIONS. QUAN7777ES, FLOWS OR PRESSURES FOR FIRE PR07EC77ON OR ANY OTHER PURPOSE. ONTARIO, CA 91764 PROPER SIZE EXIST, NO AL TERA 77ONS SHALL BE MADE TO EXIS77NG (909) 483-7320 MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY EMWD. 6. SEWER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. CON TRA C TORS RESPONS/B/L/ TY: EAS7ERN MUNICIPAL WATER D/S7R/CT SEWER 58-177. LOCA 77ONS OF WYES AND LA 7ERALS, WHERE NOT SHOWN ON PLANS, ARE TO BE DETERMINED /N THE FIELD PRIOR TO C0NS7RUC770N, _ SEWER LATERAL TO MISS DRIVEWAYS. ALL LATERALS ARE TO BE 4" DIAMETER UNLESS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE - - - - - - - - OTHERWISE SHOWN ON THE PLANS. CONNEC77ON OF NEW LA7ERALS TO RESPONSIBILITY FOR JOB SIlE COND17101VS DURING 171E COURSE OF BY. 10.0' CONS7RUC770N OF 7HIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND CIVIL ENGINEER OF SUBDIVISIONS DATE q OF STREET EXIS77NG SEWER ARE TO BE PER STANDARD DRAWING SB-176. (MAX) PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE _ � WATER 7. THE CONTRACTOR IS ADVISED THAT 171E WORK ON THIS PROJECT MAY LIMITED TO NORMAL WORKING HOURS, AND THAT 171E CONTRACTOR SHALL INVOLVE WORKING /N A CONFINED AIR SPACE. CONTRACTOR SHALL BE DEFEND, INDEMNIFY AND HOLD, THE OWNER AND THE ENGINEER HARMLESS FROM _ _ WATER SERVICE G RESPONSIBLE FOR "CONFINED AIR SPACE" ARTICLE 108, 77TLE 8 ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNEC710N WITH 171E _ CALIFORNIAHERE ADM/NISTRATIVE CODE. PERFORMANCE OF WORK ON 7HIS PROJECT, EXCEP77NG FOR LIABILITY ARISING ALL VCP PIPE SHALL BE TIC 8. WHERE GROUND WA7L'�R IS ENCOUNTERED, FROM 171E SOLE NEGLIGENCE OF INE OWNER OR THE ENGINEER 7REA 7ED FOR ABSORP77ON RESISTANCE PER EMWD'S SPECIFICA 77ONS. - --- 9. ALL RESIDENTIAL LA 7FRALS SHALL HA VE A CLEANOUT IN ACCORDANCE _ _ BACK OF WALK WITH DISTRICT STD. DWG SB-52. 1a ALL PIPE ZONE BEDDING & TRENCH BACKFILL SHALL BE TO STD. DWG 5.0' MIN. 5B-157, S9-158, SB_159. 11. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL BE LEVEL WITH 771E CROWN OF THE OU7ZET PIPE, AT 7HE/R SEE STANDARD No.PROJEC77ONS TO THE MANHOLE CENTERLINE. OR HOOT FOR RESIDENNTIA77A L 12. BACKWATER VALVES SHALL BE INSTALLED PER SEC77ON 710.1 OF THE LIGHTING DETAILS UNIFORM PLUMBING CODE. R/W RjW LOT LINE VARIES 7' 6' VARIES FIRE HYDRANT (LOCATE FIRE „6' 6'-- .- 6' 2.5' NORMA 6' i SEWER CER TIFICA TION HYDRANT IN ACCORDANCE 18 BOX MINIMUM WITH STD. B-362) SIDEWALK CURB BRPM 6 CURB SIDEWALK TYPICAL L 0 T I CER77FY THAT THE DESIGN OF THE SEWER SYSTEM /N TRACT NO. 30330-1 (TYP.) N.T.S. IS /N ACCORDANCE WI7H THE EASIER MUNICIPAL WATER DISTRICT'S -I I SEWER SYSTEM MAS7FR PLAN AND 771E DISTRICT HAS PROGRAMMED I I �I '` '` ` " "'` '"6 _i I I I • .r,�r.'m ,: . •e. '� s, t.a' rr.. r K, a ;t,,,'" : ."'... . .®,,. r w wc, .°�, Z g ,+".x. s. I I JOINT U71LI77ES 7RENCH I �• k �-� •-,•.,.-�- j1 1 I I I I JOINT UTILITIES TRENCH ADEQUA 7F CAPACITY TO 7REA T THE WAS7ES FROM 771E PROPOSED 7RACT (ADJUST 7RENCH TO I; ;I I I ADJUST TRENCH TO I �i-------------------i DEPTH 1 I I EASTERN MUN/C/PAL WA lER D/S7R/CT AVOID CONFLICTS). L J------------------- VARIES 7.5 MIN. GAS 2 5 MINIMUM L J AVOID CONFL/CIS). WA TER COVER 0VE MAIN MAIN FACILI TIES LIGHT BASE N NORMAL BY 1. LOCA77ON AND DEPTH OF EXIS77NG AND PROPOSED U77LI77ES MUST BE PROVIDED BY THE MIN. SEWER 6" (TYP) 6" (TYP) C/WL ENGINEER OF SUBDIVISIONS DA 7F SUBDIVIDER, AND SHOWN ON ANY PLANS SUBMITTED TO THE 7RANSPORTA 77ON STORM MAIN DEPARTMENT FOR APPROVAL. DRAIN j-� a 2. CHANGES MA Y BE PERMI TIED BY THE DIRECTOR OF IRA NSPORTA 77ON /N CASES OF TYPICAL UTILITY LA YOU T 1 CONFLIC77NG FAC/LIKES. NOT TO SCALE J. CONFLICTS BETWEEN UTILITY COMPANY FACILITIES, EXIS77NG AND PROPOSED, MUST BE MUTUALLY RESOLVED BY THE U77LITY COMPANIES. FIRE HYDRANT­'O'lFIRE HYDRANT 4. ABOVE GROUND FACIL177ES SHALL BE LOCA7ED BEHIND SIDEWALK. 6" DIAL TOLL FREE 5. FOR 7REE INSTALLATION, IF PARKWAY /S 12 FEET, TREE SHALL BE LOCATED 1 FOOT (TYP) 1-SOO-227-2600 INSIDE RIGHT-OF-WAY. IF PARKWAY IS LESS THAN 12 FEET, TREE SHALL BE LOCATED 1 TWO LANE STREET AT LEAST TWO DAYS FOR OUTSIDE RIGHT-OF-WAY. BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA AN INTERSECTION WATER I SEWER APPROVED BY COUNTY OF RIVERSIDE, CALIFORNIA WATER SYSTEM COUNTY OF RIVERSIDE, CALIFORNIA TIME LIMITATION TYPICAL HYDRANT MARKER LOCA T10N EASTERN MUNICIPAL WATER DISTRICT FIRE DEPARTMENT FIRE CERTIFICATION DEPATMENT OF HEALTH NOT TO SCALE oil I'm y/10/04 I IL -ENGTffEER OF BDIVISIONS DATE APPROVED BY. I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN APPROVED B THE TIME LIMIT ON DRAWING APPROVAL SHALL BE SIX(6) MONTHS NIX ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED BY THE FROM THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS INITIALS DATE A), C� RIVERSIDE COUNTY FIRE DEPARTMENT. NOT COMMENCED WITHIN STATED TIME, EMWD REQUIRES DRAWINGS SHEET No. (s) DESCRIPON PROJECT ENG. b"• IO_O4 FOR FIRE DEPARTMENT, RIVERSIDE COUNTY CA. FOR HEALTH DEPARTMENT, RIVERSI E COUNTY CA. TO BE REVIEWED BY THE DEVELOPER/DESIGN ENGINEER FOR 2 SHEET APPROVALS INSPECTION POSSIBLE CHANGES IN MASTER PLANNED SIZING AND CHANGES IN INDEX MAP WTR OPERATIONS SPECIFICATION AND STANDARDS. 3-13 PLAN AND PROFILE SWR OPERAl10NS DATE: 46- 7-0 5ol PAUL J. HACUNDA RCE NO. 41627, EXP. DATE. 12131106 DATE: NOTE: NO. BY DATE REVISIONS: APPR. DATE SEAL COUNTY �Y OF RIVERSM SEAL ENGINEER BENCHMARK: ROFESS/p oFESSIo TRACT MAP NO. 30330-� lP No. 030104 I.D. u36 / U35 WORK CONTAINED WITHIN THESE PLANS �O P �q� TRANSPORTATION DEPARTMENT o PR �9� BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 - rS.A. 41 / 33 SHALL NOT COMMENCE UNTIL AN ��Q- ��O Ory F�� APPROVED BY: �<v �' HgcG Fti�, *SOUTH O THE OUT STEST ND OF A 3• COUNTY OF RIVERSIDE W.O. 10-502 ENCROACHMENT PERMIT AND/OR A �i �P Z OT 4� �'� Z EAST OF THE WEST END OF A CONCRETE �+ C.0 = GRADING PERMIT HAS BEEN ISSUED. CANYON HEIGHTS NJ(:X3 E z !® Q B E Y O N D E N 6 1 N E E R I N (i PLANTER, AND IN THE PLANTER BOX SETA TITLE SHEET E T No. 33950 l No. 41627 BRASS DISC IN THE TOP OF A CONCRETE POST S COORD. 22-B-12 Exp. os/3o/os Exp. 12/31/05 255 EAST ON STREET, 8UITE 110 CORONA, CA. 92879 STAMPED "M-50-69" AND DATED "NOV 1969", SEWER WATER IMPROVEMENT PLANS SH T. 1 OF 13 o uN a N, «,D 5 1 HAL A. 0 P. DATE, 1:FH r :H * * * * ELEV. 1551.272 FEET. !y11 1 He lA :; DI<I P JS HI P IJ ,,, „H A „F H II HI , a ' s G. 33950 6 j3%6 S 909.789. 00 EL 909.7 .7510 FAX www.NOLTE.COM t 2 Jf.ICI I ININ AN A Cl Ali I l011 III`AND Hr I,NG II f ',ANS „R N r'i(ibN :` HF �DI,I , Ivry- CIv%v �P _ CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these q�F OF CA1-\FOR Q'r d"' �' _QL76 " 1 o¢ qTF OF CA1-�r PREPARE R.C.E. No. SCALE W.O. C D R X tans. All changes to the tans must be in writing and must be approved b the re arer of these Ions. RECOMMENDED DATE _ PREPARED FOR: EMPIRE CAPITAL, !!C FILM. 74 It I NUMBER p g p g pp y p p p DATE HORIZONTAL: I"=NA VERTICAL: 1 =NAE0201 PLOT DATE: 06 02 04 TIME: 3:22 p.m. 1776 F.H. B.O. Ile" A.R.&kv, 178 112" PVC WATER 91) ,11179 129 130 \,\ C 180 186 Q7 H. (�p M.H.# �5 16 F.H. 181 A.V.&A.R. B.0.- 128 TRACT N o . 30330 1 C.O. 1541.6 8" PVC WATER R.&A.V. 7 M.H.# 4t 15 , 4 1851 F.H. AR&AV H.# 21 Bw 1274 1J2 112" PVC WATER 17 lg� (i5�p SEWER AND WATER 14 M.H.# 20 i 88 126 z F.H. 18 \\ 18j �15�97 8" PVC_ WATER �5tw 19 8" SEWER 789 59.. 125 1J4 16M B W /-' -`20 /F.H. (9�0 (P/ PLANS (�i� (�i5o �\182- 11/ M.H 8 1 8" PVC WATER � �.H. I a 18- PVC WATER 201 C' U F.H. 24 �. / / F.H. 124,- M.H. 19�_ 8" PVC WATER Q!S-10 �� \ \ 79 0 123Bw 8" SEWER 2J z I . r, 1/ 8" SEWER 64 M.H.# 25- 215\- 200 3" SEWER UW 0154zINDEX MAP 112" PVC WATER 21 B.O. `> /Q 11202 22 2 (@i�� FV(; WA 4 M.H.# 34 AR&AV -M.H.# 23- --- Y, 214 A.R.&A.V.\ 8" SEWER x 2 �;. I / 199 1,92 TRACT BOUNDARY A., '121 'F.H. 8" SEWER 204 9b M.H. 2 4,V M.H.# 18/ 273 PVC WA SEWER 22 8" PVC WATER kp -"25 12 TER Z \ \ 4 .2 RTLE ROCK CT 212 TRACT 30330 7 8" SEWER ,AR&AV 0 ILA 10 1 9 11 6 z Q5 18" SEWER 211 _05 i9l F.H. 8" PVC WATER M.H.# 29 SEWER I 26 _49 M.H.# 24 '0 // - 0 rv�; WATER �7 12 PVC WATER 1Q6 147 F.H. 8" PVC WATER 20 C' U 7 15a F.H. ao0000 M.H.# 26 SEE SHEET 8 z2j7 210 F.H. .9 8 SEWER F12" PVC WATER F.H.' r-, 74t- . . - - . - 9 F.H. M.H.# 6 %Iee %5& , A.V.&A.R. 8 SEWER j t 28y / , 31 209 ,74 118 -M.H. 39 81 149 F.H. 75 146 Fr5rr 155s. 300 89+49.4 __H­OT_TAP 5 EXIS-TING A.V. �, TAPPN"LEE 1208 (a73 PVC WATER &A. . A�o 137 Bw 8 15 QW-9 239 --,M.H.# 7 M.H. 22 7 A zu" 117 115 1- / ZY ROAD M.H.# 30 145 AND 6" FxF; RSGV 8Y EMWD ;AT - e--% 17 8" SEWER `70� :M:9:1) 1 %0 M H # DEVELOPERS EXPENSE. INSTALL 6" FxH\ 77 M.H.# 33 (@Y� 151 (��p 12 A- (9�0 01, 144 15A ADAPTOR AND 6" POE HYDRANT PER 13�362/ 240 73 138 _D1 152 SEE DETAIL iON SHEET 13(L15703-. ) B.O.D. 141 1> 14 1 A.V.&A.R. SEWER F.H. rsss 8" SEWER c) 116 28+52.63 CYN HE HTS DR 1577. 10 9 8 SEWER CANYON HEIGHTS BW NJ 114 1569. 8" PVC 'A61ER �B D1,1 33 =85+3 1,Z)o 1E 1Z ROAD �54 sxw j HOT TAP EXIST. .4 �- PVC WITHIN UNINCORPORATED-81YERSIDE COUNTY 72 80 -1,,39 W_/L 7 \1 -,in 6 IAt-'VIN" _EEVE AND TER 1560 -W "I A.V. 4, PVC WA15� 140 12 FxF RSGV Y EMWD AT DEVELOPERS XPEI IN STALL LL N M.H.# 36 101 F. FxH ADAPT ORP. STOP FH Q��p I' 2 82 141 Y PV 8" SEWER TING 8" PVC PER 1 71 -F.H. M.N. 142 18" PV EXISTING CANYON r7LI(, AR&AV ___1 D-1166 & D-1167 A 56Z NI TA DR. 164 BW Y '_60- M.H.# 104 102 M.H.Bw 9- N, , Fi H. PROJECT S/ TE 70X(&BW CE M.H.1577. 84 - 8 PVC WATER SEWER 1562 5y 18" SEWERVC WA TE 110 A�, 16 CANYON LAKE 65 105 A, 36 WORT ROAD 101, 8" SEWER log 4/1 F.H. / `\ 2 - 8" SEWER 8 BW (@i�pQ 5 M.H. (& C3 M.H.# 37 86 5a (&BW .t, (�o I titWLK ROAD 68 57 108-, -`M.H.# 32, 4 Ze 2 EXISTING 18" PVC PER -21047 & D-21V48 CANYON Bw 150 100' 1 67 66 12" PVC WATER (9�) 107 106 '�_V' 4, 1 37 (!��O 87 1541.6 14 12-- PVC WATER D RAILROA 0�p SEWER g8 88 Bw 1537. 99 F.H. 551541.r (2�D M.H.# 15' 38 e 0� 89 54 90 (��o 34 8 SEWER EW 7;_: (B W 8' S7 DER 1544.9 112" PVC WATER 39 M.H.# 1 91 1=53&2) INDEX MAP 82t SEWER 497\ 92 M.H.# 1 __ , 4 - , Q 52 o,� 1, A 96 0 SCALE : 1' 100' 94 40 017 VICINITY MAP H. 93 J M.H.# 5 8' SEWER N.TS. 50 95 -ST S.B.M. SEWER LEGEND: M.H.# 38 41 05v 9) TOWNSHIP 5 SOUTH, RANGE 4 WE SHALLOW MANHOLE 49 -F.H. A. . SEE SHEET 6/ SUBDIIISION OF A PORTION OF SECTIONS 25 AND 36, 48 SEWER LINE PROPOSED A. EXISTING SEWER LINE WITH M.H. 12- �� / / / SEWER LINE EXISTING MH .1 *1 . .# 13 �'� j f NEW TAPPING LATERAL SEWER LINE WITH LATERALS (]�iD 47 • F.H. 44 CONSTRUCTION NOTES & QUANTITY ESTIMATES 46 AR&A,V 8" SEWER c;;x DESCRIPTION QUANTITY DESCRIPTION 0 MANHOLE 8" SEWER 45 M.H. 40 , M.H.# 8" SEWER WATER WATER (CONTINUED) CLEANOUT 41 A &A V 8" P.V.C. C-900 (CL 150) WATER MAIN 5070 L.F. 12" JOIN RESTRAIN 36 EA. Bw BACKWATER VALVE 18" PVC WATER B:0. / /I III Jell 12" P.V.C. C-900 (CL 150) WATER MAIN 4780 L.F. 1" WATER SERVICE & 5/8" METER & ASSEMBLY 149 EA. PER E.M.W.D. STD. B-590, TYPE "B" 12" PVC WATER 42 Fx H 11.25 IBENC� 1(6 EA. 02 4(ZII I., ill WATER SERVICE & 1" METER & ASSEMBLY WA TER LEGEND:. 01 8" FLG'D TEE 10 EA. " 64 EA. 8" SEWER PER E.M.W.D. STD. B B"-591, TYPE 12" FLG'D TEE 9 EA. LOTS #: 10, 15, 17, 20, 28, 45, 47, 48, 49, 50, 51, 54, 55, 56, 57, 58, 59, 60, 64, 66, 67, 71, 73, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, EXISTING OR PROPOSED WATERLINE 12"FLG'D CROSS 2 EA. OSS RESILIENT SEAT GATE VALVE FXF C!EL (BY OTHERS) 91, 92, 93, 94, 95, 96, 97, 98, 99, 100, 101, 102, 114, 115, 120, 123, G/ B.O. (A.C.P. D.I.P. P.V.C. PIPE) B-357 " FxH ADAPTER .13 EA. 124, 125, 128, 129, 130, 132, 133, 134, 135, 136, 143, 146, 151, 152 AND PARK SITE o RESILIENT SEAT GATE VALVE HXH M.H.MH # 3 COMBINATION A.V. & A.R. WATERLINE ,F.H.f 12" FxH ADAPTER 17 EA. 6" TEMP. B.O. PER E.M.W.D. STD-568 3 EA. REDUCED PRESSURE BACKFLOW DEVICE B-597 X STANDARD F.H.. FXH ADAPTER 8" FxH 45* BEND EA. 6" B.O. PER E.M.W.D. STD. B-357 3 EA. SERVICE CONNECTION WITH METER 6" X ONE 2-1/2" X ONE 4" OUTLET u HUB FITTING END %e4t 18"' SEWER 12" FxH 45' BEND 2 EA. HOT TAP BY E.M.W.D. STD. 2 EA. S _ F S.3(62--� SERVICE CONNECTION WITHOUT METER RESTRAINED FITTING END FF1" A.V. AND A.R. PER E.M.W.D. STD. B-598 10 EA. BLUE REFLECTIVE PAVEMENT MARKER 40 EA. 73+58.50 6"x4"x2 1/2" FIRE HYDRANT ASSEMBLY PER E.M.W.D. STD. B-362, ill WATER SERVICE WITHOUT METER PER B-590A WATER SEWER APPROVED BY 14+44.70 ROCK CANYON DR PER C.O. 6550 40 EA. SEWER =72+76.36 GOETZ ROAD HOT TAP' PROP. M.H. 10 12%8" FxF REDUCER 1 EA. SEWER MAIN LINE 759 EASTERN MUNICIPAL WATER DISTRICT IMPL EMEN TING FA CIL/ TIES EXIST. 18- PVC W/L W/18" x 12" 3 L.F. PER OFF-SITE 12" HxH RSGV 2 EA. SEWER MANHOLE PER E.M.W.D. STD. 40 EA. TAPPING SLEEVE AND 12" FxF WATER: NONE RSGV BY EMWD AT DEVELOPER'S SEWER IMPROVEMENTS 8" FxH 90* BEND EA. 4" SEWER LATERAL PER E.M.W.D. STD. SB-177 4206 L.F. ENGINEER OF S08DIVISIONS DATE DIAL TOLL FREE ' ,.TRACT 30330-1 SEWER: OFF-SITE SEWER IMPROVEMENTS EXPENSE. INSTALL FxH ADAPTER 8" FxH 22.5* BEND '21 E A. 4% 8" SEWER WYE 154 EA. INITIALS DATE PER TRACT 30330 AND 1" CORP. STOP ;PRM=8" '8EA�(ER PER 12" FxH 22.5c' BEND 4 EA. REMOVE PLUG AND JOIN 8" SEWER 2 EA. PROJECT ENG. I6_10-0%4 AT LEAST TWO DAYS _W$17 SEWER IMPROVEMENTS - BEFORE YOU DIG INSPECTION 8" FxF RSGV 30 EA. TEMP. 8" SEWER PLUG 2 EA. INSPEC ­111---% TRACT 3,030-1 APPROVALS WTR OPERATIONS UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA, 12" FxF RSGV i2-EA. 18" SEWER CLEANOUT PER E.M.W.D. STD. SB-52 1 EA. o cr) 1 11 PRESSURE ZONE: 1798 QUAIL VALLEY SWR OPERATIONS I NO. BY DATE REVISIONS: APPR. DATE SEAL COUNTY SEAL ENGINEER I.D. U36 T35 NOTE: 10 ESS COMY OF RIVERSIDE BENCHMARK. TRACT MAP NO. 303610-1, IP No. 030104 a- 1 )FES t WORK CONTAINED WITHIN THESE PLANS A 0 TRANSPORTATION DEPARTMENT BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 S.A. 41 33 SHALL NOT COMMENCE UNTIL AN APPROVED BY: * SOUTH OF THE SOUTH-WEST END OF A COUNTY OF RIVERSIDE 0- us ENCROACHMENT PERMIT AND/OR A 611- RIVERSIDE COUNTY FIRE STATION BUILDING, 3- W.O. 10-502] -0) :7-- GRADING PERMIT HAS BEEN ISSUED. 0 4: -P � EAST OF THE WEST END OF A CONCRETE CANYON HEIGHTS C.0 Li PLANTER, AND IN THE PLANTER BOX SET A NO. 33951D cy- No. 41627 BE YO ND ENGINEERING BRASS DISC IN THE TOP OF A CONCRETE POST SEWER & WATER INDEX MAP COORD. 22-B-1 2 TH PIM!1L�'G!W�R PIAW, /SS��J%C 11V AC(Iilfllll"' Exp. 06/30/06 jeolo�o Exp. 12/31/05 255 RMCON qREET, SUITE 110 CORONA, CA. 92879 STAMPED -M-50-69- AND DATED "NOV 1969", 2 OF 13] AN; 'i'F` S cf­',i'!,R014 i\ THL PvzN 3 AL 0 DATE SHT. ELEV. 1551.272 FEET. M,NTY PIPROVA jR DJaA(,CONS�R�jCTION, lN i,R!W� LNUMW HAI� R.C. 33950 /1 900. 5 TEL AN ACCIfAS' S00110N AND ql5 0106 1 #00.730.7510 FAX WWW.NOLTE.COM CI VI civiv D-aS0308 U) CA U T/ON: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these OF TF OF C0')' PREPA� R.C.E. No SCALE W.O. I COUV%!% NUMBER Of Ions. W"f ng-If- -NA PREPARED FOR: EMPIRE CAPITAL, LLC FILE 7FJ W plans. All Chan to the tans must be in writing and must be opproved by the re of these RECOMMENDED DA Tt 71lual E02 X-1 DA TE HORIZONTAL: 1` 100' -VER71CAL. 1' LL PLOT DATE: 06/02/04 TIME: 3:24 p.m. I - I I I i I i z ; i I I k . i 1 i i I . . z I � I � I ! q . I . ; I I � . p . I I � I I I I I . � I i . � i I I I I I� i i . : � � I T . � : I I ! . I i i I ! I � ; � ! I I I i � ; i ! I � : : L I t j I ; i ; I 2 I � I t i ; . � I I I � I . . I . I i � ; I i I 1 � j � � i ; I � I I : ; I ; I i : I � � . . I i i 1�6' I j I . . � i � � I ; I ; i � I I i I I � ! 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ZS� 11 � ; 37+47.42 CHEYENNE CAN DR \ Cq 25+14.57 CYN HEIGHTS DR I � R/W ' STREET IMPROVEMENT PLANS Z,�, ;� i;; 1:� / / 1 ill YD --- \I, \1 \\ 1 =50+98.08 CHEYENNE CYN DR ,I \ ,Z' ; ;I !- ;I i ; / , / 1:�-�12 I" FLG'D / I". 1518.57 TOP 8 1 7 SS =10+12.94 ROCK CANYON D ___, 73+58.51) I , \ I \ 14+39.33 ROCK CANYON DR � I �11 , 1 1 - , , , I"" / - V =72+76.36 GOETZ ROAD Z_ � 'I', I i I 2 �, ; 4 .1,�, I , _ _ \ Q_ i ) I , <­ 1 ;-, "'I",-L i � I - 'Ir, . '11 101 �/ I I 1. i ///// -,-- ___��� 1531.98 BOT 12" WT F.H. PER C.O. 65500 0 /�, - \ �-I ! ,_�> / � / 11: a PA- ' 1_11�1� I- 1.17, ___ / 1518.46 TOP 8" SS �1� 0 I, i � \ HOT TAP EXIST. 18* PVC WA f � I I .1 1 � I I - D= 40.6 /,/ ­/ - 11 -18" SEWER � 1-r RAW 1111 11 1� 1� I ! ! 8" SEWER I ,� /// P, � " N/18" x 12" TAPPING SLEEVE ___�___L_ 13 1 - \ � , I 1 11 - Z," I��, -I,,v t i I . I ir� '_�"," ,( I/�, 8" SEWER - - 8" SEWER C3 / - _�I� P t-�. \ D 12" FXF RSGV BY EMWD - ::) . -------- - , , , , ;,; Ij 1.4. : _ - \ \11 _�:_� � I .......1hq 9 q Y ADAPTOR AND 1" CORP. STOP Q. ____ �� � --------��,;,,�", --- - ; VARIES WILY OF � VARIES N'L 4 OP. 11__`­__ �,,�,�.. \ I ;� : q1C .VARIES N'LY1 1, 1 1' N'LY -11 - EXPENSE. INSTALL ;04 I 0 OF I� - \ A DEVELOPER'S 0- I ",[ / _ �-,, ��� -1 : I L5 I , ----------______ - OF � OF � (P 4' - I \ - / ! _ . I fA I ­ I" I I I C1 1- ; �;_. : 5� \1 -F-j:4==-_ r . . �; ; t I �� PROPOSED 8" SEWER � . � , L't I �0j I ---- I I Lul j - I �_ 7� 1 ! , - RAW 11 - , LINE PER OFF-SITE - / ' � . ___ _. I : � I � --j I -__ - - io r_1 ­ - ;1- ; 9 , // / . \ r r" -% � - _____________L I- -_-,�r i", N I / 11111110-- ____ , AND WATER D 1--­__ - -, T-- - � A 1 -,-- - � i ;- 4 / I 100- i/ 1, WENT PLANS 4 Or % _� ___,________ IV\ 1 � � I Zo I '. 11) .- Q� I - -_ - zn 50330-1 , I I ; - / Q_ 4 . �11, . _. 0 0, I Z�l ,A W to 24+67.52 � . \ ,, ; I- 1 "" \'b �p -1 . R/W � \ I .- i � I OYA 1/ L' - ,1 �_R/W 1. I i I I i (9 v r I � � 0- 41 F.H. PER B-362 � ' I I , I j I "-) .0 I 0, \ "/ I- ,v � 0- 01 � 25+22.07\(CYN HEIGHTS DR \ 11 <�_ - u 1 ! � I i �� a I 1"' to �� � , i I 1 I I " 2E . I � � ��_ , -� i =50+85.99\, ` I , �, t �, ; 20+58.03 CYN HEIGHTS DR % 'VA k.b, A `� too 9 7.3 77\'11 � � � . Cq �, i \ 28+0 9 D � I ,� i ,�, I f 10+43.16 EC C4 13+53.82 EC : I -1 \ , - "A "I, , I -12" HXH �11.25.* ELBOW � i _1�4 - U .� a I 1 & AR \ I, ,� --.1 p, 1 , , i �, � ". - I 1:10, 1544.23 BOT. 12 WT 8 "B") \� 1 " NOT TAP EXIST. 18" PVC WA 10+79.44 RC \ I i . I I - 1 .4 � � C111 24+96.89 EC . I 1 28+19.4 EC �, � ' � 1� _�, i 49, , W i i I � i � - -1 0 1 1 t 1524.14 TOP �" SS � ,, : I �WflE8 TAPPIVNG SLEEVE AND �, I I I 1, � I I . I � � 6 , i I I , I ; � 1'\ 25+02.28 CYN HEIGHTS DR I I. , f ` (� I F F RSGV BY EMWD AT � 0, "." I, (:_�' ," 1_: I " " \ 12" PVC � I I X % Q01 4 '_ 13+53.82 ROCK CANYON DR , ,I I, - I � , b �(, ) I �-I � I \ \ C-900, CL . � I- - i . V LOPER S EXPENSE. INSTALL C1 V ; �_, =50+86.02 CHEYENNE CYN DR i � 8" SEWER \ % I . I \\ 12* PVC . �0,11- I I k � , ­11 10+79.44 ROCK CANYON D EXISTING 8" CML&C WATERLINE 11 I I �� I - %, I-, ­ - CORP. STOP . I �, I I I FiH ADAPTOR AND PAD- 39.8 1 �3 I I , " i I . I i \1_,\ M.H. NO. 1 1 1 1- I 11 I I �- ;. I ! - , R/W PER D-1166 & D-1167 ��1, VARIES E'LY \"I jy�RIES WLY OF � � ,� I . I I , C14 � �, -_ - I I � RAISED MEDIAN PER W C-900, CL-150 - 12" FLG'D CROSS �1,r�i 11 I� I "'It,. ;f4;to TO BE POTHOLED PRIOR TO CONSTRUCTION , VARIES SLY OF CE 1- 8" FxH RSGV � ­ ' ' 22! OF q \ \ �, -1, .., PA 48.6 28+33.87 CYN HEIGHTS DR k \,-\, 12+26.27 ROCK CANYON DR STREET IMPROVEMENT PLANS I e ,x . 1- 12" FxH ADAPT. El 2T � _ /I / 11 =85+41.57 GOETZ ROAD - & 12" PVC \_ 1 4 2- 12" FxH RSGV (S) /_1 I- I 0, C-900, CL-150 1\1 Z:) 1546.47 BOT. 12" WT 14+13.33 ROCK CANYON DRIVE 0:: 1- 12x8" FxF REDUCER N 3s, 20 PAD= 48.5 - CL 1527.58 TOP 48" SD SS 1 2 15)_ PAD= 48.0 EXIS11NG 8n CMIL&C WATERLINE i# VARIES S'LY OF j �1�"\-\ 12" PVC =72+76.36 GOETZ ROAD �z 1542.49 BOT 12" WT or 7 PER D-1166 & D-1167 40, C-900, CL-150 1501.75 BOT 12" WT �111 OOF N oviiiiii- PAD= 47.3 R TO CONSTRUCTION 1P 18 SLY OF �_ 1491.98 TOP EX. 8" SS ", 0 a 11 Se � LINE TABLE CURVE TABLE L_ 14+24.33 ROCK CANYON DRIVE I.i*1 041 I ' =72+76.36 GOETZ ROAD 2� G DR LINE LENGTH - CURVE LENGTH RADIUS TANGENT DELTA 1501.21 BOT 12* WT ,q I 00 L1 15.50' N56*05'47"W C1 527.67' 835.00' 272.98' 361 2'27" 1 C,i0f C2 - ,z' it WATER / SEW APPROVED BY L2 38.61' N47'50'08"W 10.98' 300.00' 5.49' 2*05'47" ,111_1 �5 EASTERN MUNICIPAL WATER DISTRICT I '� L3 210.12' N45*51'06"W C3 26.64' 500.00' 13.32' 3'03'1 0" I-: L4 7 C4 :Z, 4.82' N44*30'16"W 293.02' 283.00' 161.17' 59*1 9'28" 11 114-, I A hjA im %J3R . 4110104- L5 85.65' N35*50'37"W I C5 140.74' 253.97' 72.23' 1 31-45'01" �� ENGINEER OF WBIDIVISIONS DATE I DIAL TOLL FREE GRAPHIC SCALE N .1 L6 59.72' N87*00'36"W I C6 122.26' 253.97' 62.34' 1 27-34'57" 1 1 O' 20' 40' 60' 80 120' 160' Z INITIALS DATE � 1-800-227-2600 1 L7 16.35' N32'29'48"W ') CL 4:ftr b-10 -0y AT LEAST TWO DAYS I L8 1 6 t% --- I PROJECT ENG. _ 1.83' N 8-1 0'43"E z BEFORE YOU DIG SCALE 1"- 40" CL APPROVALS iNspEc77oN 2� WTR OPERATIONS I I UNDERGROUND SERACE ALERT OF SOUTHERN CAUFORNLA, I I F sWR OPERATIONS I ..� I _- i "z SEAL COUNTY O� NOTE: NO. BY DATE REVISIONS: APPR. DATE 0OWY OF RFMSM SEAL ENGINEER BENCHMARK: --_ I I.D. [I- ,??,OFESS/0, FES , I TRACT MAP NO. 30330-1j, P No. 030104 - N WORK CONTAINED WITHIN THESE PLANS V 0 A ,.. / TRANSPORTATION DEPARTMENT ? 3. 11. 1 7< ..I I I BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 1 S.A. 41 / 331 - �- I SHALL NOT COMMENCE UNTIL AN I r -\I,- Pic <-P- � 1.���� * SOUTH OF THE SOUTH-WEST END OF A COUNTY OF RIVERSIDE � , 0 APPROVED BY: , 6). � RIVERSIDE COUNTY FIRE STATION BUILDING, 3- 1 W.O. 10�-502 ENCROACHMENT RMIT AND/OR A "I I-- - ��_ I . 0 7 � 6? X C.0 1: GRADING PERMIT HAS BEEN ISSUED. W z I LJ ,Q: 7 PLANTER, AND IN THE PLANTER BOX SET A CANYON HEIGHTS -1 -1 W No. 33950 /L. M No. 41627 � B E Y 0 N D E N 6 I N E E R I N 6 BRASS DISC IN THE TOP OF A CONCRETE POST I COORD. 22-8-12 1 J Exp. 06/30/06 ?/041 1111111111PRIIII'll" 111111111?!9-&- of I,/ 0 51. Exp. 12/31/05 STAMPED "M-50-69" AND DATED *NOV 1969", S & PROFILE I 1'111W� GINII!� I -1 "HI 11W� 1, �UliN� zlf�,[ F­N!;IS WSPON!AR� OR AS�LR'N�, ',I: A',�,,­,� 255 EASVWON ISTWET, KffE 110 CORONA, CA. 92870 SHT. 3 OF 13 1 z , 11; 01 1 iI W,�N IVIM� IN lh� VINr,'i )'�CP�I�i,NC[�APill, � .,�_, I I * * tKHALLL),^. UIHM I n___- DATE * * ELEV. 1551.272 FEET. CYN HEIGHTS DR & BLACK CYN DR I - (OW,If�AMROVAL UP,NIRING CON ;'R;vAF HiG!""IER,�,,,�, �� �r�� - CL �, �[RUC[`)% 'ji� .�',�4'�!� R.C. 3950 EX JUIU6 909.739.q7C*)TEL 1".730.7510 FAX WWWAXTE.100M ��2,13 DL R!,1'1N:N(;AN ACCIPiIAH SMUHONI ANVID"i�Vz',11,1C, 11,',NS�ORAI­F?�­'.;,_ � , 1P 11 I - 2E COUN! - I I I I - ""C' CIVIC- .,%^ I a2309 1 (�5 " 0 CAU1& . - _ _ JIL_ & f - i UL The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these 5:a__� - 711104 NZ��OFF PREPARE : i R.C.E. No. - - SCALE I W.O. CO cos NUMBER I - , - - - i it i I I I I I 1 , 1 4______�I I t I I I I t , I 1 j &+ I T it , 1i I I ! I i --i -__L_ r -4 . C'Lil I i i 4 i i " ; - -+ -----+- --T T ! I I I i �_ !--! T I I%.N 7+� / i 4 �_ .x"! . , i ,�I I I I t_,_- i I i � __4__ , i I I - ---4- � I i T ,-X� I I Q ',,�l I I � �� x---4- 1 1 ,,,I i , � - , , - 7- --4- 1 - - i - , , I -ro:- , , I , I I I I t�l ­�_ ! _Q___1�1 , , I LLJ (�) I !, ', , I ��, _� -- ,�j V5 +�I I � ! I I I I , Q) , N i , i i - 4- I I I - q i �� - � � cy- �' ' �1 '� 0 1 � i- il, _+' Q) I ! I *' ; I ' 1 I Ic rl"" -�-_-4+-\-- 1 , � I � _; z, . %j) I t � I mi - 'III, j - 17 .* i I in I i 4 U i I �x I I L/ i I I i - i I I ! I I I \\*v LIJ RECOMMENDED DA T�` - i I - -4' PREPARED FOR: EMPIRE CAPITAL, LLC FILE E0201 Of plans. All changes to the plans must be in writing and must be approved by the re of these plans. DA TE 6 1-420 _. 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OUTSIDE OF ALL PIPE _____ : --- --­­_­_______ ___­____.__ ­_ - I—— ---- ­ - \ .. _ z---,-_ - ­t_._______.____,_­_­__,__-I---- � I � I �" I � R/W : i T�----- � -IL- I" i I � ______11,T___,______;11 ": I _____-__ \ i ENTRANCES VATH 20+15.85 CHEYENNE CYN D lmt\i __I. ," . 1, I � - 0 (Niv) NON-SHRINK GROUT 1)n4-9R RS rHFYFNNFi CYN DR I ­­­ I - __'___­__­­� I . 11 � ; f � I I j_-_ - . .I t . i 11 -6 b�t il�_____ 1, I, �j C t � .; r / � 1 =9+87.00 COPPER RIDGE R ! I I' 22+81.18 BC i t - �------ I I I �I � /, � I ; � I i I =10+00.00 COPPER,,RIDGE RD . ; - ! I . I 1 27+52.68 E � ; f L : �" i % � � i \ : i j I � , I I � I � \ D VMT 1- 12"X12%8" FLG'D � ! . �� I 26+72.15 BC � �\_ I ( � � � I I � I i i . i ; I \ L 14 - tw) I � � I I . I i I � I L I �� �� 1- 12" FxH RSGV ! I / ,I 23+26.44 I I 24+29.3 EC \ -1� i I 1 26+70.04 i �� � I I - r I I � - ; ; i 12" PVC ! r 1 ! !: i � ) � 1� f i � J I . ;i ; I� I I I � I � I F.H. PER B-362 I ; 1 !! I 1i F.H. PER B-362 : % �� 1% . . i I i 1, 1� i . � 12" PVC I 1- 8" FxH RSGV '� ! ! i � 1- 12" FxH ADAPT. �E ; I C-900, CL-150 I i � I i, ' � � \ I i 1; 11 i � \ I � I i zI � - I ; i i ! I i ! � I . I ; � C-900, CL-150 \ L I � I � 24+63.93 I I I i I . i 1 . I i 5 5 93 CHE ENNE N DR I i \ � �, I i I I i I I �� !; I i � I I i � 11 �� -)-1,�( : � � 13' S'LY OF � ; 12" PVC i i I ;I i �, P. 'C , + Y I' Y � I ; .; I I. r ; � I I i � f F.H. PER B-362 I �I � . � I � ". IJ(�j � i I : i (L i .19 � 8' PVC GRAV17Y �� ; � .WA Is W i I ! i � i �1 _ i i ,; BAD ER REEK 1 / I i ; I 1 I, i 1 ; \ (�� . 11 I I . C-900, CL-150 : � � 13' S'LY OF � � - . � : ! ! ;i I ; � I i _ � �1)b � I t I! � \ =27 lil i � I PAD= 49.6 a.k � I I � I . il : '�_ � 1.1, � PAD= 57.5 1 1 It � . 80T. 1 WT � ! : i i I 1 1563 M2 2 1 11:K i d : I ; I PAD= 53.9 11 _�11_) � I ! 13' S'LY OF (j i f � I j � I � H it � I I -a JZ I � =27+41. BADGER CREEK LN I I 1559.62 TOP 8" SWRI I I I '. -b . - t i i I 11 ! ! q I i o / i I ; i I 1 .5 9 I I : i 1 I: I i , \ ANGLED GROUT i i i I i ! : ; ; I . I I 1, : � . ck� PAD= 58.8 _2A 11 I I I I' � 1- "X12%8" FLG'D TEE I I j i : q (& I \i ; . L . -Z­, a� i I I I r . r i I � . PAD= 61.0 1 � : 1! i �, ­, , � . PAD= 60.7 ; I i 1�� 12" FxH RSGV I . . I i (9�) � I i i 1 P L � t1_11 � �E_ 12 11� i i :! I ; f 1 I I �- 8" FxH RSGV I I I i I : -1. -" ; 1- .- a- 1, i I 1 i! i _. PAD= 65.0 I 2�I j: ! � I �j I I 1 �_) Cr I PAD= 62.8 � 1_� � / �11 1 12" FxH ADAPT. E : 1; ", _-, : _) I i ! I 1 i ,_ I � PAD= 67.0 1 1;;?k 19 J. ; I ­_ ­�, ! I� I i I I : -_� . t I L ; . 1 -2A�y / .11� 1 1 1 ; ! PAD= 66.2 MH 101 PLAN VIEWO I I! i r I 9 r i I � PAD= 69.4 !� PAD= 67.6 � PAD= 68.7 / �,�� i I I i (i PAD= 69.7 1 1 i SCALE.- 17-64' r ICO- PAD= 70.4 if 20' 20, 8n SEWER I I I �u . I iE 1 8" PVC I. I C-900, CL-150 30' 6' E'LY LINE TABLE . I � - �_ OF � . I WATER / SEWER APPROVED BY - 1 LINE LENGTH BEARING 11zQ 1 CURVE TABLE 13' W'LY OF � EASTERN MUNICIPAL WATER DISTRICT Ll 1 1 8.88' N84*01'24"E -1 CURVE LENGTH RADIUS TANGENT DELTA SEE SHEET 12 J)w I 2E V.b 6 - u S.0 (.1(0/04- L L2 195.57' N82*49'35 I-: . Z Le \1:M� , C 1 136.82' 606.00' 68.70' 12*56'1 1" BADGER CREEK LANE L3 128.25' N81'45'00"W CL (ML ENGINEER OF SU13DIVISIONS DATE �, �'��. DIAL TOLL FREE C-) � ;� C2 150.12' 1013.00' 75.20' 8*29'27" �1 INITIALS DATE L. L LI-800-227-2600I I) L4 288.33' N73*33'57"W - GRAPHIC SCALE PROJECT ENG. 441-tT - (0-to-oq I I f AT LEAST -rwo DAYS C3 84.01' 313.00' 42.26 I 15'22'45 1 L5 235.04' N82*03'24)'W O' 20' 40' 60' 80' 120' 160' . BEFORE YOU DIG - � Or I -1 N82-33'52 Q. APPROVALS INSPECTION � C4 168.85' 587.00' 85.01' 1 16-28'53" )1W I "- 64.�� 0- I WTR OPERATIONS I I i N%UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SCALE 1"- 40' 1 �_z __j I I SWR OPERATIONS I,< I - - 11ZE APPR. SEAL 1 COUNTY SEAL ENGINEER ... - NO. BY , � � I I.D.1z NOTE: DATE REVISIONS: DATE I 11 ''! COLWY OF RIVERSM �� 1­ L--�,7 BENCHMARK: Ckl , )FESS/0, FL�is/o TRACT MAP NO. 30330-11 P No. 030104 - Q- WORK CONTAINED WITHIN THESE PLANS , / TRANSPORTATION DEPARTMENT I�D? ,"I ,.:" ILL BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 1 S.A. 41 / 33 A 1- 3. % 1�. I * SOUTH OF THE SOUTH-WEST END OF A -: SHALL NOT COMMENCE UNTIL AN I z__ APPROVED BY: - � _: I COUNTY OF RIVERSIDE CL ENCROACHMENT PERMIT AND/OR A - . - 'li1�1_1 C) Lr%1.r1_11 RIVERSIDE COUNTY FIRE STATION BUILDING, 3- 1 W.0. lo-,902 1 1 C11 '7-- P) iZl I I C.0 z �_� 7 0 X CTE � GRADING PERMIT HAS BEEN ISSUED. j ac 7- � W 4: 1P 9 B E Y 0 N D E N 9 I N E E R I N 6 PLANTER, AND IN THE PLANTER BOX SET A CANYON HEIGHTS Q. I I af No. 33950 .7 /f/0 v 0-1 No. 41627 BRASS DISC IN THE TOP OF A CONCRETE POST SEWER & WATER PLAN & PROFILE I COORD. 22-B-12 111\11,i i 1`01,!�i R',,1i>flN1; �M,( r AO�n is R SPON I&I�lj t'�,i,�jl;,;( 1L,iA C'�L,I 1�,�, * Exp. 06/30/06 * 0 - * Exp. 12/31/05 * 255 EAST STTET, BUTTE 110 CORONA, CA. 92879 STAMPED "M-50-69" AND DATED "NOV 1969", SHT. 4 OF 13 1 L , ACCI��]�,IiVll ',)I 111i I)I'AN NR�ON I N N! NrN:01��WYNWAN;10',1,Mi� ITHALED )THM , . . DATE TE ELEV. 1551.272 FEET. "i RIVE a �,01,1111 1�11'RUVA: C!, )11;%(�C�NSTRUIJION, THI '�!Wilfi,C",Ir L;_!":' T3' R�"­��!:L r 01k�)f if PVININ(�Art AUf i'!,,fit, SO!J ON AND RFMiNG' ;dL P�\ijill I 1)�APPRQVII� 1;, I 'j;x 0 0106 9M009.7 TEL WA 739.7510 FAX WWW.NOLTE.COIM N[ ,�OjijTi' I I �11)1, cjvj�.. - ---"% 01W. ;�A - 7r, 11 I:i - - D- e 9310 .. 14�1 ,4e-- � � 711z�4 OF PREPAR Y. R.C.E. No SCALE W.O. COU ,vl CA U T/ON: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these I OF CALIFV0 NUMBER UJI1 x plans. All changes to the plans must be in writing and must be approved by the preporer of these plans. - __ .1 . - D -- E0201 I -, I'-- F 7 f I - _�_ I 4---�- i I t- k � I . I - 1 t >� �4 I � ______i_ _� , I ! I � �Lu � _ 4 1 � -4� T-1 , _11-t- T I _+_ R�- � I 1 -4-�-4-57­0-1 !_ I I 1 i I _T �_ I il_� I i , 1. ,A) 1 e<4- i I I 1 I i I "I I i %_ I � ____4----y i i I 1 r I 11 i I�_ i ." i T I . I �_�, ___�r1j_1 17- , 1 4/1-;In'\\-, . ' I I 1, -_--4 1 1 i , I I ,__ ____4_+_ r',�" � i i I I , ­_ i -4- ! F_ -- I 1, . I i I � I - �! 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I PAD= 40.8 /It 0 4-P BOW PLAN: CHEYENNE CANYON DR. 0 111/ i'72 PLAN: CHEYENNE CANYON DR. ,9r11'__), I PAD= 40.5 1. Y ;i (R / - / _111 r__ �, *A- 4P ; 11 7 _q / -.1 " () 4t / I/ 8" SEWER- /// - \\\ PAD= 38.7 11 I � ! � 40 &J PAD= 39.7 PAD= 39.2 \ 38+43.25 PAD= 55.7 : - _11, i '--) � (& / VARIES N'LY OF � I/ i BC lo 0 ? /I !� I I / PAD= 40.1 1 - ;. i ; - . 14 I I I � 8+43. BC 1 PAD= 52.0 i : I I to 11, i I 35+79.96 BC /CHEYENNE CYN DR � 3 12" HxH 45* BEND I` I r�,�� I (9 . ; I , � 1� , I - i i I I �� i � % : ,29+47.49 i I PAD= 49.9 -, I � ,,'�j !_), I G> I I i M.H. NO. 3 < 4p, ; ! _19 � ; � � ! I � i �& % 1 29+71.96 EC I i .(, � i � -) � -, �-­, #%. iV6 / M.H. NO. 12 il =10+00.00 '� =; 0�_, i - - � � 11 ;I/ I i i / I i . i � I i ,.� I 1 35+34.39 0 i PAD= 47.3 1 � I - I , - I f OFFSET= O' % . F.H. PER B-362 i � I i >�, 1, -, ? � I / OFFSET=6.00' 4 I I _. ( 7 i j I I M.H. NO. 10 ! ! ' ' '. ! I " ,�� � ­­,�- � I j I ! ! i I t � � .- I I PAD= 41.1 � 11 0 . i z I __ . A _')i 112 � t, . rw .41L co .; 1 9+94.00 ROCK CANYON D R)\ VN % I i i ; I '- 11 F.H. PER B-36 j, ; k I I a i OFFSET=6.00' I 8" SEWER � k i I /I / I ! i i � i t "Oi. 01: l i i I " =37+47.79 EC CHEYENNE! I :1 PAD= 42.8 1 � ')III, Ad - ,It------ f / 37+15.00 EC CH CYN DR O i ! I i PAD= 41.8 � ; 8" SEWER a R I f, ­�_ I :A I i z I VARIES Nly i I i � --'I- E ; I .4 � / M.H. NO. 5; ; � I - I ! f ! i � I __- __ M.H. NO. 38 PFFSET=6.00' R/ 0 1 I ; . -4 0 __­_ " ! ! 7 I i VARIES N'LY CV --- I 11 i (P ; ; ! ; ! . � ;I v 48 i i � AM / 36+79.80 OFFSET=6.00' \1 o. I tp &I i / i ; ! I ; i i � OF � I 0 t--- I � i I ": 1 i 32+37.38 1 .4 U IZ I I � 38+17.38 PCC Lo", it j j i i 4 i - 1532.22 BOT. " D ; i I I I i 0) - - R i I I I T � ---__�-_ i r! 11 ; R/W ) .1 _U ,- '� 1_2'HxH 45- BEN . - � j 01 i 11 I I ��_11�_ 1520.38 TOP 8" C4 L1__. ;\ __ ! I ftj 4 k I � 11 01 b%- 11 ! � 4% , i : OFFSET=6.00' � �i I in L1 . - " i CDP -i __ I ___i� ! I ? i 1 03 ___�_, � LU n - --,_ 1 i i i i � r in - �� - 00 0 ,, __ ; 1 ! � � � _�r I C - __�_i ---_� i � i � I - 1 1 ! LL1 ­__­ --- ;.. ? � i. ____ I i - ____ - , -------- -.-- �r- --- I i I t \-----------, (-, z i --- . i_ - 0 - - __ � I I i� � , " ___ __._­�-- -0 --_ 0 11 , -N\cp • 0) Z i - I - I i � ­ ,, i - -:Czl - 6 In ... X W C:) -.--- -1 2 - �_/j : --- I � ....--I- ­__ rQ :0 J60 1 F ___ ___ k KS:EWER , C) ! __ ­_ C3 9_ I . ! ­ __,_______11 , - � r, � . - en_____ - i ; _ I cr PO - �­_______j_A_____,__ v �� ----------I------,- _ 6) �. Y88--w I -- ----__ I VARIES N'I Y OF � .j =_=:�, _----� to 4 --- __ -____1._________ ­ _-------1_;._,_ -­ __ qT 1 8 ,T---Z----- --------- ____ _ _-------____I�_., I z 4 .) W -.----. �! TI-Ir-- I .--- 11 - - I - __ ''I -.----- 3c - --Irlr,\ -.4- - __ ­­­ 1. t1a --- 1; 1 38+28.22 1. I i EC R? W I --__ __ - � J�' 1 .,: , I --------- ­� Ll 0 (.., (a -4 47 // 34+78.91 / -1 --_ - 7+ 8. x I - I I ____.. %___ _______. I ­ I / 18 / I - ­­ -_ ' I I 11 N ; - VAR/ _,_ ­ _________ _­_ ___ __ ____ ­�-­­_._ 0 401b , I I / F.H. PE B-362 i ---.--- ES] __-_--­­ -­1 -__ L3 I I I f 1 , -1 . WC) i I _ __ ___ r-�--,--- ____ + 1530.21 BOT. 36" SD z i -,-,--- C4 t I _ 12" PVC 35+79.96 BC i ---- -��:- -�Flr---_ - _____ N L-150 . I �" �, I \ 41 41, 1529.21 TOP 12- WT .e& I- ,-� L__ __ 0 // C-900, C,L-150 R/W . . 1528 - j I ::��_________ i;�� 11 �11 8 i \ ,05'BOT. 12" WT ! ________--.---.---" ___ ---- ,. � 1 ___77__­__ % I i : j, 77---- -- ------- ___ , ,-.-.� - I PAD= 39.0 , \ , , 11:C I " - , I 0 / / . < I j i � 1i I , I - I i 13' S'LY OF j / ' I .1 2 TOP 8" SS ii I o I I ;� ____ I I i i I ---.,-__­I . 1 If- i / __ I / 36+97.20 �EYENNE CYN DR � 12" PVC. i -11; t � II � 4 - I 11 i i I / . 2 i I i 31 j 52.16 BC f -Ir i . b / 1" A.R. & A.V. \ \`\ I ��I . ! 1 C-900 i i 1531.70 TOP 12- WT I � �,� \ -- I Ct�o I j. I i R/W 1. 34+28.44 BC / / z . i i 1 33+60.90 EC 0 . I (TYPE B-598) " � ! I � i . j I I v-: i i i (�� j i I �� . 1518.79 BOT 18" 0 SD ; ,,, vli. �1 � t f , I 11 I 1��LY OF j I / , �\ i i :. I 11 . � \ I I ! . �. 4( f i I / � I � " x I I ; z I � --,7 f I 1 32+84.67 z 11 \ �\� '� .� \, '�� � i f � i i I 37+47.42 CHEYENNE CYN DR � ; 37+2 1 1 'I \ Q_ I . 1 12" PVC 11 . / ; I I __ I I I � 12" PVC z PAD= 40.5 ! I � \ '\ � ."\, \ I . i � � / / I ; � � = � 1, ­� I I�-I D / / C-900, CL-150 I F.O. PER B-362 i I I � I \ \\ 1 =10+12.94 ROCK CANYON DR I - 1-1 i � �, C-900, CL-150 � I - I 1 0+J 2.53 ROCK CANYON DR I \ 11 I' / i I I � - I � I � \k \ \ I I - � . 'L 'I/ I I i � \�1-c .1' (O It - - 1 1-12" FXH RSGV k I : i \11., , 1531.86 BOT. 12" WT i PAD'= 53.9 1 i q i I / 1- 12 ; \ ,I, " � 11 3' STY OF (� 1 142" FXH ADAPTER � i TEE \j i 1 13' S'LY OF q I I i I \ I 1"), I � ! 11 1 4 i i I /­ I— I I ; ! _ i - FXH RSGV 9W)�S� E I \ .\" \ \_\ � 1518.79 TOP 8" SS Z3 I -, 4- 1 y � i i 1 � ;� �j r i 12-12 1 \ \ -% Q� PA 50.7 I . PAD- 40.2 1 i ! CL i I /4- 11,11, I ; 1� t 1� 1__/�_11� ; 1� (& � � t ' ', /_ . 1- 12" FXH ADAPT. i "I15 37+38.71 BC _ - f � ��! /11I Z ! I \ il ! PAD= 46.8 \ I ; ! - I 1, ; I � , . it; z i I PAD= 40.9 ! 4 t ,. � � , -_/ i Q_ I . � I PAD= ; ! PAD= 44.9 1 �)�__'* ; I _� � � 39.9 � I Sa t _/z� : � i i � : PAD= 41.2 PAD= 39.8 1 1 PAD= 43.1 1 1 PAD= 41.5 11 I i PAD- 41.9 i � Z> : . % S8 I 1� i 5 f. CL. vki ;Vkxq oaf NV bt% 11 0� ,a ix_ CURVE TABLE 11 CURVE LENGTH RADIUS TANGENT DELTA 0 :3 LINE TABLE . WATER / SEWER APPROVED BY C1 141.32' 606.65' 70.98' 13*20'50" LINE LENGTH I BEARINGoov*%. I 1� EASTERN MUNICIPAL WATER DISTRICT -IN C2 132.34' 294.00' 67.31' 25*47P25" L1 341.73' 1\186*08'5_8"F V� I C3 168.85' 587.00' 85.01' 16*28'53" L2 264.71' N82'11'01"W L Z) C4 212.62' 713.00' 107.1 O' 17*05'09" L3 67.53' N81*57'36"W Or L14- I I)IIal 4a q;m (0110/0+ . Q_ I ENOREEP-OF�SUBDIVISIONS DATE DIAL TOLL FREE C5 49.02' 437.00' 24.53' 6*25'35" L4 1 162.44' N80*57'15"W GRAPHIC SCALE 1z C6 144.13' 313.00' 73.37' 26*23,01 to L5 95.80' N54*19;20"E O' 20' 40' 60" 80' 120' 160' %1C INITIALS DATE 1-800-227-2600 PROJECT ENG. -_ 4AC - (O-to-oq AT LEAST TWO DAYS C7 88.55' 1 312.95' 1 44.57' -L-161 2'41)f L6 341.74' N86*08'44"E - -- . C114 APPROVALS INSPECTION '- . BEFORE YOU DIG C8 36.70' 1 328.6 06*23'51" L7 101.05' N88*23;'1 2"E SCALE 1 �E I WTR OPERATIONS I ..o- I UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA C9 32.13' 1 294.00' 1 16.08 1 06*1 5'43" L8 6.06' N06*53 55"W CL I I SWR OPERATIONS I - __. '� NOTE: NO. 8 Y DATE APPR. DATE SEAL I COUNTY COMY Of RIVERSIDE SEAL ENGINEER BENCHMARK: 0 REVISIONS: [I.D. U36 / U35 Q. ? FESS/0, -?,oFESs TRACT MAP NO. 30330-1v F No. 030104 I . WORK CONTAINED WITHIN THESE PLANS I? ,Iel,, N 11z) 1< BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 1 S.A. 41 =33 1 A v �,�, ,,,-) 3. 11;C SHALL NOT COMMENCE UNTIL AN BY: <� <�" * SOUTH OF THE SOUTH-WEST END OF A COUNTY OF RIVERSIDE - "k SIP_ W.O. 10-502 C? ENCROACHMENT PERMIT AND/OR A 1-!_'_ I 0 I RIVERSIDE COUNTY FIRE STATION BUILDING, 3- - IL GRADING PERMIT HAS BEEN ISSUED. I 6? :i-- 8 "yp ��_ CANYON HEIGHTS . I C.0 = Ljj 7- Li PLANTER, AND IN THE PLANTER BOX SET A 11 Ix No. 33950 � Q� No. 41627 � 8 E Y 0 N D E N 0 1 N E E R IN 0 BRASS DISC IN THE TOP OF A CONCRETE POSTSEWER WATER PLAN COORD. 22-B-12 I - :r 1. 01�L.'�� ��,�,NE�R,(AM ��1�11 �L'115�s��Ls,3,11,c­1­ls,1111:,�­11� 1­­�", I Exp. 06/30/06 - ap It/ Exp. 12/31/05 255 E448T�RIINCON ST,REET, 8IIJ4TE 110 CORONA, CA. 92879 STAMPED -M-50-69" AND DATED "Nov 1969", & PROFILE SHT. 5 OF 13 ] .'- ___­�`J_"'_- �- -,_ :",-�!L . ,�,_._, ,c:�;�, .��� I_- - I P_ --1` ­i'! �� 1551.272 FEET.' ­­' I .1�F 1"�,I .� ,�_T _� CR�l . DATE ELEV. - Z, : * * ___�* )t RIVE 4__I-- ,-- ,,-I�-I-I --- I - � _4 � I , V'10 _r"N1_1r,_1 - T _ I I - I � ` I T --J----4�6 , -i I "" : N I i .;� I ___�_ , � I >*, 5� 1 Lr) LIJ t - I f i - W � I � �� , ___- ", 4_ __III I - - _� Ip C,a ,;, I --.In�L...Z_ . _ ,__ W3 I -+- , , I - 1___L_ T)[ L�, ! _t7_7__ _4__�__ _`� __� f I , I j __ I `�,,-, , _� Z�� _�i . ___ _��__. \��)11 k-. . 11 � 1 1 1 _11- I i i I f � I Ir I , 1� ,, - - I/! I , - .- I - i; ­ i i 11 i , I ,I �i I i I � 111 �_ - I i , i I � ` - I,�i WF � I i 4 � I ! I I, I .441 / 1% 0106 W9.70.57)X TEL .#0.730.75iO FAX WWW.NOLTE.com -- C v I,%%I-. I In ,I - a Cl I these _,,�_ - � 4 k: CIV0. SCALE I 8 P3=// 6i <�;� -Z�//_10 OF C PREPA 8 - R.C.E. No. 49 2 " NUMBER LL The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of IV W.O. COUN LLJ I CAUTION:T/ON: All changes to the plans must be in writing and must be approved by the preporer of these plans. OF CA0 RECOMMENDED - DATE" . - DATE A-10 [HORIZONTAL: 1 - PREPARED FOR: EMPIRE CAPITAL, LLC FILE N • x . plans. - L 1 __ 40' VERTICAL: 1"--4' E0201 1, xi P -------- -L I f, I . LOT DATE: 06/02/04 TIME: 3:29 p.m. -7 - . . . I I T I i i I i i I I ; ! I � i I I I I � ! I � I � ! . ; . I I d � A I i � i i i � � ! i 7- i I I I z t � . i i I ! : ! I I ! ! � � i f I ! � : i � ! 1 ; ! I ; I ! I : ; � I � : . 7 t I � I I � I I I i j I i t � . I � � I � � ; i � d % I ! I i I . . I � . ; I ; � I I I � i i . � . � � I i : ! : f ; I . I ; A I � I I i � ! � ; I : � � � � I I : I . : . I ! i r 1 1 ! t : . 3 � - : � ! i � i I i . I q ; : I I I � . I I I i � ; � . I 3 I i . ; I j � I . I q I I I I i I � ; . I ; � � � . � I I � I I I � . � : � I I . i I i ! . i i ! i 1 1 i . I ; : I � i 1 1 . I : ! i � � T I : . � I � . I : I . : ; i � i i I I i ! I : � I i i ; . I i ; ! � � � I I � q . � � I . ; � � . 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W 0 9 I v M v I 00111� 1 39+00 40+00 41 �00 42�00 43�00 44+00 HORIZ: 1' = 40' 1 10+00 11 +00 _______MMWP1'_ L PEAK RD 1 �X Ot4 vvk PLAN: MESA VERDE CT PLAN: CHEYENNE CANYON DR. SEE SHEET 9 C,PM 'I . 30 o 30t 8" SEWER 0 �, I,-� �1, I I ,I ,/ I 0 1 ; , , 6' N'LY OF q I* � "-% ", � 1*t Usf, - 0 � (�) /7 ­ I ! I '. I : L-I,,-_ I I,-,0_4 Vol ;V-0� -50 --/ b 1_/ / I I � _, : 20 20 - '91(� PAD= 36.4 ,,� �-,i -��- G"Iwop -5d 1 4 PAD= 38.2 , , '­' PAD= 36.7 13 1 PAD= 38.7 1 ! ;" j / ,__'�_) I 7 41, � , . I ­ Q PAD= 37.7 Q "; ; ,-,/L/ 43+29.11 ; �1 � %� v �, �) , ; ,1 1 PAD= 39.8 1 � . 10 PAD= 37.0 ; i'� i ,� i \ 39+05.95 CHEYENNE CYN DR F.H. PER B-362 � �. z 7 \ PAD= 37.9 4b Q* 12" PVC I PAD= 37.4 � � !� �� 1� I \1 I ; . 11 � I \ � i ,, I �, 1%� \\ -------- 39+59.05 I C-900, CL-15 I 9+87.00 MESA VERDE CT t i 43+27.92 CHE NNE CYN DR ; 11 � 1, i R/W 43+35.54 BC A - � \ \ \\ _______ i . ; �� � , i I ! ,� C) 1 8" SEWER , \\ ,\\\ " - I � , H i I \ i' � =15+25.84 CATHE RAIL PEAK RD I ,� � "l-i i 1>_< %.\ . -1 \ I 10 i 1- 12" F D TEE i . tR � i 43+92.08 PCC La- 1131, --, F.H. PER B-362 / i I Ll- -1 1� ,� I ' . i I I ; I I. 111111111, 13' WLY OF q j I �i i I 1- 12"x12"x$" FLNG'D TEE \ �� --v"A" i I ii 43+93.65 _ 6' E'LY OF � ____-­ \1 \\\\ \ - \ \\ I ----j I - d I , , i �, \ A%,, , _ 1- 12"X1 2"X8" L ) ; I 12n PVC . I ;S� 0% PAD= 3 � 39+22.22 CHEYENNE CYN DR \ 44P q) F H R GV N - O-A. ; ) I . , I , , x x S . ! - F H S S h , , i 1� 7.7 11 I I � � , � \ : i ___� \1 39+01.77 EC i � $ i H A.R.&A.V. (B-598) %% =10+05.94 MESA VERDE CT 1 `4 Id I 1- 8" F H R � C-900, CL-150 t 1- 12 1 i Af 4 x S(V . (S) - 8" 1 XIH NOVV IN co 0 �\ \ 1- 12" F H ADAP I 1 Fix i � �� � 8" SEWER I � � I ; I i 11 1r, *� , � M.H. NO. 14 . I i 1 *,4C6 ' . 1- 12" FxO ADAPT. N I I � 0_0 (P 12" PVC 11 , � . 1� 1 _1. I6. % Al� I'�.�� '� _�OF � I i 13' WLY OF � I �io!ill � I -- - � ! � 41+34.35 1 �,, .. -1 0j Ar ,�) I f! 39+13.79 BC ! . 43t13.56 EC �, ­ 1-1 C-900, CL-150 \ 6' N'LY I t . ra- � I 1 1 i �, � I I -,, __ _ ___� �i� � \ I � I �f * t­,,7� / 39+1 i.34 CHE�YENNE CYN DR F.H. PER B-362 I 1 4�+99.20 BC I � i 11`1% 11� , ___----- ­I------I-_5--- 0. vt%;� 13' WLY OF � \ .\ �, / � � I I __­_ . I", � / � i � _­­" i _-,,-- ­ ' � 5 2\ " I � I � - /-� I ��' �-�'�i � . ,4 k/ **4 ! =10+00.00 M � R �i i i ,, - . 34 CHEYENNE CYN DR Vill: ,�111, - '_1' � -_ \ 11+08 �_ 140+37.61 EC ; I 11 r.-IN _­� , :��&� " I-, / i �1. Ili -- �" M.H. NO. 5' , 10. %. #A . . I , _�_ 4P 0 y zo - -- 1p ID 39+14. __----- 4 i _­.. - , . ,. ------_- i 1 4 i ;I , Vi 11 * - I 1, i � - E�,- PAD= 38.2 =10+00.00 MESA VERDE CT i P i _��___ I< I jp - 0 I - 1�t - �- - _­­- � " ��_ \ K __ �_, - __ I .__­_._.__­_ _­­ -.-.----.- 6 __ __ , -----. __ - 4� .1 I H 0M 4 ___ - -.-__�� -� 39+0515 CHEYENNE CYN DR 11 i I " ____ -______ ____.___ -----.---- ­ � I I - lot � F \\ \ i -- i ! . __1-I---- �71_-- ­t_� � � ___­__--- - �'', -,- - 3 i -9 9 - - __ _____ __,�� _­ I ........ ___ -.,---__­ 0 =9+87.00 MESA VERDE CT ,�I - - 1, " r 110 , � _____... -.-- i:;��____�_--- ­­­­ I—-- ': - - ____ ; � / ,. ... \\ \ " - ------- ___ __ - a ____ - _____ -... -_ �_-_�::--- 0 1- 12"x12"x8" FLG'D TEE I j f"I �I \ I I I\ - ____ I I ____1 1- 12' FxH RSGV � ,��� � " - - , --- Q )) - -- _�� j 1 38+77.52 ___ _r __ __ _� � ,, L2 i I/I j \ \ iE __ I _­_ -+++ ___L __ _-_-_-_,-,-_-7_-_- --- i __ \ 1- 8" FxH RSGV ( R/W dd . \1 \1 CL � _____ , - _ - __ d � 0 1- 12* FxH ADAPT. (S) _,_� � ,.-.__ \ "I - I A.R.&A.V. B-598 - / - 11��, I __7_.__"_.___--­-,-----I------_ �� � i, .----------- i\,, 43+46.53 CHEYENNE CYN DR 1 ____ //- 1, �, � - I ' ' ---- _­ +1 , ___:::_,_ \ 5� 39+05.40 CHEYENNE CYN DR __ ______ _�, - ___--- ___ ,\ - - - � 1! . i i _�-::::z ____ -.---- ___ ,� 1L_________________ � =15+24.73 CATHEDRAL PEAK RD 9+92.82 MESA VERDE CT ; H i . 0 I �_, _____�__ C7 __Y-ARIC __:= .---..-- I ------- ___1_­­, I q � N111 - �1 �, f I . \ I i ! \ =10+06.00 MESA VE �� j/ --- ---- 1 i I =39+05.96 CHEYENNE CYN D ; : " Q) I i ____ - ------- � I I-, \ /; j rT-- 1526.83 TOP 12n WTR i !; . p I ___M I- -___._ !I---------- ; ;, � � i; I I �M_ 1531.33 BOT. 12" WTR / / / t I - _­__ i �� i L 1 1528.33 BOT 24" SD 1529.95 BOT. 36" SD � :i �, \ 1519.43 TOP 8" SWR / // I ! �_____ . �. ; 0 t­� I i j I I I- � I " / /. i i I i "I 11 0 I 1* " , \ \ . . , I i I � _,� ,�_,� I'l i �1 \ 11 Q� '/, / 1, . iR � 43+46.59 CHEYENNE CYN DR 1528.30 TOP 8n WTR . _-A .. I 1� i f , I/ 1. I . ; i PAD= 38.7 /i 1;N , 1 11+35.48 \ �! I . i . � I ? I.L '1� 39+6205 1 1 8" =15+24.46 CATHEDRAL I 'I / 1, - ; � 42+94.66 CHEYENNE CYN DR I i / / . i -I 11 �) . I 10 !, \ - i f I, i . I / - � 11 i � k SEWER � 12" PVC . ! � il " \ B.0 (8-357) . i � t � ....1 f I i . i 1! I � I � 1" A.R.&A.Y. (B-598) � 40+37.61 EC � t 1528.61 TOP 12" WTR'� 1525.94 � i �1 . / U� I I . i : % BOT. 12" WtR R/W \ : i i ; k ; 11 ./ � / i 39+59.05 1 1 i 8" SEWER � I � C-900, CL-150 x i \ 8" k* BEND \ ; i i � � a! i i I M.H. NO. 15 � � 1529.66 BOT 18" SD �i � VARIES E'LY \ 1522.39 TOP 8" SWR 1,i � I I k i � I ! ,I \ CL 8" PVC / i ! � � ­� I I � � � � I I __*_ I OF 11+26.35 � F.H. PER 8- 2 �� VARIES E'LY (� 11 Al 13' o 4 \ \ 1_z : � i i ­�, - � - , )�f­ 20 Z� 1 -900, CL-150 I i � I ­ -_ I � - i _\ I 11 �, I 1" AV & AR TYPt B-598) z C a I Z, I .1 K, 1 20' PAD= 39.0 ( (L !,ee ; 4. -I i 40 8n �EWER i - )t -" I" ; '_i 41-1 � - _ PAD= 35.6 8" PVC \ / ! i .�� I - . . z .30' \ I ' - �� �_, \ U, 11 3' WLY OF (� _� () � I � I , C-900, CL-150 � . . 1 70 , PAD= 37.9 1 PAD= 37.7 ! PAD= 36.3 - �­" / \1 i 6' E Y OF q ._/I-/ I .6 30, 4 lwti; . I 1__j 81j" f . � I . ::) I � � PAD= 35.9 . 11 3' 51Y OF \ \\ LL 39+22.22 PCC1 CHEYENNE CTN R i fJAD= 37.4 'i PAD= 37.0 i. 43+39.3 / Iz \ 49 1 Q_ COUR =10+00.00 MESA VERDE CT � I I /-- cr_ i =15+38.26 CATHEDRAL PEAK RD /I 7- PAD= 39.3 Q_ 7* M.H. NO. 14 - AM Pee ��R er ,5 _rl_�, . CN 43+44.90 CHEYENNE CYN DR 1 8- SEWER7 =15+43.80 CATHEDRAL PE vr'04 Qft� 349, PAD= 39.2 z Q_ OF M.H. NO. 16 -# I.-I 6' N'LY 60.00 39+05.40 CHEYENNE CYN DR 11;C =10+06.00 MESA VERDE CT I.-I RI 1531.87 BOT. 8" WTR Z3 ac CURVE TABLE 1519.49 TOP 8" SWR a- 16' E'I Y OF q I _: CURVE LENGTH RADIUS TANGENT DELTA I LINE TABLE z C1 25.46' 287.00' 12.73' 1 1*1 0'35" a. WATER / SEWER APPROVED BY LINE LENGTH BEARING I.-I EASTERN MUNICIPAL WATER DISTRICT '� C2 11 8.45' 287.00' 60.08' 23'38'56" 1.;c C3 55.98' 587.00' 28.08' 2*29'08" _ Ll 102.58' N65*51'25"W I.-I C4 L2 100.77 v N65*49'34"W ::D (404- 58.82' 587.00' 29.43' 5*44'281P cr_ �u ,,c"' . ('�I&A v:m (of L3 10.41' N63*58'55"W CL U"VIL ENGINEER OF OA TE DIAL TOLL FREE C5 92.35' 587.00' 46.27' 9*0051" GIMPHIC SCALE Cq L4 1 256.57' [c N 0*58'55"E I INITIALS DA TE C6 76.05' 306.00' 38.22' 14*1 4'21"- O' 20' 40' 60' 80' 120' 160' z L5 1 307.74' 1 NO iiiiiiiiia CL PROJECT ENG. ,1:*T 6-10-cI,44 AT LEAST TWO DAYS C7 I 11 3.20' 1 306.00' 1 57.25' 21*1 1'42" 0'34'45"E - zI - , BEFORE YOU DIG 1 152.01' 1 N10-37'17"W SCALE 1"- 40' ..------,% L6 a- APPROVALS INSPECTION L C8 1 16.36' 1 500.00' 1 8.18' 1 01'52'30" 2� R OPERA 77ONS I ­_ I - `4.UNDERC4;tOUNO SERYPICE ALERT OF SOUTHERN CALI� _: "i- I . Hsl� OPERA77ONS I - I - -_ 2E NOTE: No. BY DATE REVISIONS: APPR. DATE SEAL t COUNTY COMY OF RIVERSIDE SEAL Fa,OFESS ENGINEER BENCHMARK: '. TRACT MAP NO. 30330-1, P No. 030104 1 I.D. U36 / U35 N WORK CONTAINED WITHIN THESE PLANS 1? / TRANSPORTATION DEPARTMENT 11�) aoFFE BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 - I S.A. 41 / 331 1 SHALL NOT COMMENCE UNTIL AN 0V A 0 1�1\ APPROVED BY. ,q� 3. ,A ,�� * SOUTH OF THE SOUTH-WEST END OF A . COUNTY OF RIVERSIDE I ,_-v N,;- I Y, 10 -I,- I I W.O. 10-�502 I - C) RIVERSIDE COUNTY FIRE STATION BUILDING, 3- --- Q� ENCROACHMENT PERMIT AND/OR A - -V' ;�_�_ ;�__ CL GRADING PERMIT HAS BEEN ISSUED. I - 7 � - "i -P � CANYON HEIGHTS C.0 1z 7- LIJ PLANTER, AND IN THE PLANTER BOX SET A -1 z (Y- No. 33950 If/ 0 y (Y- No. 41627 B E Y 0 N D E N 0 1 N E E R I N 0 BRASS DISC IN THE TOP OF A CONCRETE POST & PROFILE COORD. 22-B-12 1 ,4, �;, �­, I Exp. 06/30/06 010wftle or / Exp. 12/31/05 STAMPED "M-50-69" AND DATED "NOV 1969', � �'.Ijs �­��E�_�',;%' : E'� '-AIS:s��z'Pi's s: 1�� 'Ssm,� Ac", :� 25:.7EA ST; T, SUITE 110 CORONA, CA. 92879 . , Apil,:," ?N,qll, 7:�', ELEV. 1551.272 FEET. �i�� I C� 1�1� j.�ic.':�;,FIL01., 1% �i,,,,"I ,1; � �%,��j V, �, �� )F,­,�Rl'AN,,',;' * * * * Z, , WCON E CHEYENNE CYN DR- & MESA VERD I :x,,!�;�­.`!`C�/;� r­­I��C,­ R� `_,.SV I�A .`,, ��� 9 L _P I ­%S'�,,.J,'�7�C,�., 1;11 V, - "' ' 1:�,� � " PIF,�S,�,�,l -,:��' I R 1 "4 . '9.7510 FAX com I L B. "' . 06 90 ;57 1 TIEL 73 WWW.WLTE. � ��,� :­,j,�L� I", I A I I 11 a- I I I - 1 __ I I ly C vjv ,\,?, - i - n- Do /4 6i i these AM.0-Z-0 \.J' I I __ - I , I , , , - , I - lr5l I -� . . 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NO. 18 - 1- 12" FLG'D CROSS 13' WLY OF (L 47+63.04 EC 1- 8" FxH RSGV N 47+83.72 CHEYENNE CYN DR 1- 12" FxH ADAPT. E 47+36.80 12" PVC 2- 12" FxH RSGV (S) W HEY F.H. PER B-362 =10+00.00 SILVER SUMMIT CT C-900, CL-150 1- 12x8" FxF REDUCER N47+78.74 BC 88" At r, 44+95.82 BC 45+95.84 L R/W 13' WLY OF (� 1542.49 BOT. 8n WTR I giv NNE F.H. PER B-362 __ ­­­L----.---. 50+78.39 EC y�� %qLZLZ CANYON ne , M.H. NO. 17 -------- - __ ______.._'_...___._______'_ 84 , f __ .­ ������'ll""I'���������,������!�...... / /" / L.EP-r 9 7 1 . ­­_ ____- ���,1111" / : 45+36.56 CHEYENNE CYN DR ___� ::�-----_-_=-_-___'__ _____ _____' 50+71.89 BC rie - - �::�� I __ i .i � _�__ 7!��-:: -- :,�-- :._ ---- -­- - - , 11 1527.94 BOT. 18" SID __� _____ - I r � . 11 / ; 9 � i 1. PAD= 48.5 1 Z 1526.94 TOP 8" WTR _____ __ 11 I I �� 1111 111''..� -''I'll� 111 '' , -::__':::ZZ__'______. _ ---�_____'_'_- - i I %? I, /i Ili � ;! ,f_ _" i PAD 48.0 1__Q_ - - ---. - - -­ , '' 1, I'' ­ -." - I � ! i : S PAD= 48.6 \ ____ .--.---- -- -_ _ - -------- �11, _L:�___Z____' -- 51+16.37 CHEYENNE CYN DR I / ! F, ,I ; % __ ____ I 11 __ ____ I ...- _1-�_'_F_ 1, - -- 50+14.25 EC � ill i I/ .1' ' � PAD= 47.3 f I ;jr __ _�__ ____ I .- - I W--.---- - � -_ / "; I / I I I I 11 I I __�__ ____- - - - , I r_' - ____ - - __ 1 --25+00.59 CANYON HEIGHTS DR / I ; ! R/W ::: ,- - -_ i t____ _.- -4 1 - -_ -_ -- � __ ����... � I/ I i / 8n SEWER ! I --w---------� ______ ____�_­ _ - ' f 11 /jil I - '', ­ :::----- --- - - / I " i / ; / I i 11+65.08 SILVER SUMMIT CT ,/1 ,�7'- -7 � ___ I , 1-1 - � I � ___ __ � ­ " .1 ;" . 1) i __ __ - ­------ I,----,-- 1; I I q / I , I i I /�Ii I . I I i __ I I 4 I' !I ! i 1 , I I 11 i i - - - ­. __��� li ' I I. 11 - ____'_ , ____ - " - ------- ______:�_ - -,__- I, ,,, � � � 1527.15 TOP 24" SD I ! I I / 1�'_1/ �L - - - -1 __ i _____'_ 1__Zi:_ � _�Z: " --- ; li p i , i !/ ! :1 6' N'LY M.H. NO. 39 i - ____ - I I -- -_ - - -_ 11 // 1 , / ,., f I I 11 I,I I 'I __ _- :�- - i __ _Z_ - - - � r 1, .12, 1543.08 BOT. 8" WTR � � i ' OF q �� ; - �_ - I /I I' ll I 0 / PAD= 39.8 I �___ _� __- ___ - - . ________ 371, __ ��!' - - 11 0 i" � ; I[ ill 1 , - , I - - ' ; I I I I i I _::::�_ _ ! ____ - -:::� I I, I l��-- � -� , i " I I / 11 - ­-_ - I I - -____--- -__��­ , , 51+19.10 EC j 11 1 1 j i i - I ___ -�--- _._�� - - I� _'_______- - �, ," d I - illI ----- -- " - r ,A 11 i I I 1 ,i / i - - � ; -- - I � __:� I I _____:::::� ; --:7 ::� :�- �--_ - ,/ � I , I I 1 44+95.82 PRC \ - -1 t. f I _�:_::�__ �­ _� - -, '��-' __ , , " / I . 1 . 11+89.51 - !- ­ - � 11 . /I/ li I I ' :_��_ __ -, - I ,.<T------ ----------- - -­- __� - - ­ i / I, "! i 11 ( . -____� I I I / -- __ I -'­ '__." I ')/ "" /' I I \ ;,L -362 - , - _ I \ � I ___ - I , - __::��___ " __Zz I , - I 1� I I I N , ---��- W- - i � I , ____­__ -- 11111111 - :-- - ., � /,/, " 47+88.07 CHEYENNE CYN DR I i" I ( "I \ / F.H. PER B � I!!_ - ...... �' '. 8' PVC - A I � - - '' , I I -" � , L , - I � ___�_ - /;, =10+06.03 SILVER SUMMIT CT I I. I ��11! 11 R/W ­ , i , ----L_. - �­ �'.� / C-900, CL-150 I 8" - 90* BEND - � . . � - - __'_1 �­ � , /I I "� - - ____ � �I i . __ __Z��_ � I , �'�_ / I i * -, i :/ Z ____ I'----- _ _ - - - � _�� � / � '� ) .'___�' _ i d / , I -_'_ -L, � - -I'. ., "� ,/ M.H. NO. 18 1 1 , � / 7 1 _�_ i .1 i f-­ ___ ____ -, "_­_ . ­ ��"_ " " 11), /" � , I 1" A.V.&A.R. (B-598) ,,- - -I----, - i I --- ­_' - � .. -,,-',, I/ I' ,_ il ; \ k A - ,-. ____ I � ; __� I _-, , � 13' WLY OF (� f� ; �"-- - ;I ; - ---_"L.' I jl� � I -1 _� :, __ _-1:Z --- 1, /,/ 4 ; k t I! I - I . � -- -11 - - (P _- - - -_ i ;I ! � ; i . \ I �_ - - -,_ i I :' i i I I ;�__, '_ I 11 .I- I ! � 0- - �'_­ ___ - ' - / ��g / O 47+82.01 CHEYENNE CYN DR I - � 47+72.60 CHEYENNE CYN DR I . - I 1 , ��5 -_ I�i V I :; -1 - /'­,� I ; " I � I I I..,-,--,. . i _� ,� '_� \� .. i _L" _' L" ,� ---.,I ::: �___ '.$* v% � - =10+06.11 SILVER SUMMIT C :� - / 0 H f -- � I 1: 8" SEWER ­- �. �' �18 r- =10+00.00 SILVER SUMMIT CT I i -I , !: _,' L -_ - , - j I - i ­___ 11 I _ , I L I I - / - I I __ 11 528.28 BOT. 8" WTR H -',,,"'-,,, I I i I i WU - _%�� i I i _" 11 L" i I - i - -19 5� _'_ '_�'-R/W I 8" SEWER 1522.90 TOP 8" SO , 59 189 6' E'LY _"_�'_' �'__�"_ /I I cb ! U L � I i;5 / Q. �I / ;" e - I I � / I I I , --I'l L 'L"I 'r va- 0 � .1 OF � , i il _-� -- ---�------ - .. i \ ! I , ! -_ .- --t � . I --- i % I ! \ .. . (j . � 6' E'LY ,7 1 30 _'� '\ "-4, i - ! ____T ! 'bo�� c) i i I ." (P- 0 U I - __/ �_ - - .. / 0 J�. 41 % Oil ' \ ! � 30' - / � � ; if; 1 \ �_� IS 1 /'� -) I ' - i ft .0 � �___'� 1%,% I" v � \ OF � __] / \\ 11 11 I",, ,�_ ­65� I -..a \ � PAD= 47.5 IX, I-,, 50+14.25 EC CHEYENNE CYN DR L� / ___ . 71 , 7- I \ . __� .. \ , " 0 Af - f ,_ ; i I I �t 0. PAD= 47.3 M.H. NO. 19 . . /, I 'W 47+72.96 CHEYENNE CYN DR I � , - I NI-1-9 2! \ \I--- \ ) / '<�� ---' 1 � 'c I - 1� I/ , , A 14 /I" a- =9+87.00 SILVER SUMMIT CT ,, ! 110 ', 45+27.52 CHEYENNE 1CYN DR // , .�� / -,-- , i i � /L i --- I i -_ 4 11 � I / - 41W i / 1-: ,�_ , SEE RIGHT 9 l- 12"x12"x8* FLN i � Z ip % I I � G'D TEE \ 1527.84 BOT. 18" SD' I/ � I -_ '449 ; -_ %O I / - e r I I ; 0- " I .I I - !, I It I j �11 $t \ =25+22.09 CANYON HEIGHTS DR / I//,/ . / /j 11 -- 1144 1- 8- FXH RSGV (E H I I I �R/W 11 ___' 0% \ /­ SILVER SUMMIT RD 1543.08 BOT. 12" WTR . / / 1"---X-'; ;�' ___ 2- 12" FxH ADAPT. (N)(S� / R/W \ � '/ � '; / / r '�__ I H " j .� 1 11 I ol I _ 1524.14 TOP 8" SO i "" / � .* I � ­1�) I I I . C-) 0 \ /* /,I/ /� .,#* Aa i 1 I i / ' / 1 �i ;i . , 0 � Z 7 1 1/ /, "/ . - I I i I , i �' � !I I ';� PAD= 35.3 1 , '' ) A& 1 R9 0- I-J.-I) . "I 1, "'�" '� ( qj I I� � � � 47+36.80 A i I , , , �� � i i 12" PVC / / � " , 47+72.83 CHEYENNE CYN DR �t I. I " , I �� iII� � �1 ; F.H. PER B-362 ; I / /�- -" L cq 0 PAD= 35.3 C-900, CL-150 0 'I-,/" /" K =9+93.00 SILVER SUMMIT CT � �', H� I� � I I . I � , I� � ; I - - I /�/ i ! 1i 1; I i i I� I ; j iVARIES 15' , IT j! � i 8" PVC, 1537.46 BOT. 8" WTR , 1i,, i , , I! �� li�� ! I �� � . , 1529.01 TOP 48" SD ,�I t � 4 . / .,/ / .0 �� '��.,, �� ''�' ��' I � i j I � C-900, CL-1 50 11 I:z L �-�1 � I � i ,. . I � I i �" !�,'1! ���' "i �il ; 1 4 a 51+29.13 CHEYENNE CYN DR i `� �1 11 SLY OF (j i �! 11 , � Z� =25+00.59 CANYON HEIGHTS DR 47+72.60 CHEYENNE CYN DR " �i 9 22� '_� � =10+06.11 SILVER SUMMIT CT 2 PAD- 47.5 /_-) ,9 1525.40 BOT. 24" SD 4 BOT. 8" WTR 3S 3 U Z - 1524.40 TOP 8" SO 1537.7 3S I: PAD= 48.1 PAD= 48.5 Z 1522.96 TOP 8" SO I 11- a CURVE TABLE & I 50+99.95 CHEYENNE CYN DR SF ,CC CURVE LENGTH RADIUS TANGENT DELTA . LINE TABLE 25+14.57 CANYON HEIGHTS DR .rm LEFT 0t4 DR �LI cl 156.90' 612.00' 78.88' 14'41'21" 41jlo� = LINE LENGTH BEARING CAW 6-- C2 274.33' 583.00' 139.75' 26*57'38" WATER / SEWER APPROVED BY ______ C3 - - - - L1 155.73' N79*09'36"W CHEYEN"S EASTERN MUNICIPAL WATER DISTRICT `� L2 47.67' N80*0909"W� I :� . C4 - - - - L3 182.46' N78*56946'IW I d- Vu (40/fo/O'-+ . C5 240.88' 583.00' 122.18' 23'40'24" 1 Q: . � . L4 - 11 - a- L(VIL EZINEER OF SUBDIVISIONS DATE DIAL TOLL FREE C6 17.39' 287.00' 8.70' 03*28'1 9" GRAPHIC SCALE N I .' C7 L5 135.78' N 34'1 3'3 7"E O' 20' 40' 60' 80' 1 INITIALS DA TE .1 1-800-227-2600 . 222.1 1' 564.00' 11 2.51' 223394919 . L6 267.71' N34'13',37E 1 120' 160' '32'57" 1 PME%ZINIIIIIIIIIIIIIII MMMMENNI Q_ _j?K_ - ("-10- �. AT LW TWO DAYS . C8 1 290.87' I 564.00' I 148.75' I 29 1 57.64' 1 N34*1 3'37"E I I PROJECT ENG. 0 q BEFORE YOU DIG I L7 SCALE 1'�_- 40' APPROVALS wspEcTm ­_ - . lI OPERATIONS .__ __� UNDERGROUND SERVICE AUEI;rr OF SOUTHERN CAUFORNIA) I-: I - SWR OPERATIONS Ot NOTE: NO. BY DATE REVISIONS: APPR. DATE SEAL COUNTY SEAL ...�'!'' ENGINEER ]'�9; Q_ )\�.OFESS/0, COUNTY OF RIVERSIDE , �.... .:�FES BENCHMARK: TRACT MAP NO. 30330-1 I.D. U36 / U35 N WORK CONTAINED WITHIN THESE PLANS � .'V1, TRANSPORTATION DEPARTMENT IC BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 ,t F No. 030104 S.A. 41 / 33 .c'c SHALL NOT COMMENCE UNTIL AN A 0 Z<�'�' a. A C%-1� "I -k-- APPROVED BY: , S" * SOUTH OF THE SOUTH-WEST END OF A COUNTY OF RIVERSIDE W.O. 10-5021 v c') 11111 6) RIVERSIDE COUNTY FIRE STATION BUILDING, 3* DR! ENCROACHMENT PERMIT AND/OR A IV, :Z' 11,11 ;-2-- a- . (20i 7 � & C.0 ,: GRADING PERMIT HAS BEEN ISSUED. W � Li 7P PLANTER, AND IN THE PLANTER BOX SET A CANYON HEIGHTS I -1 cr No. 33950 In I�e� wi "o v ()� No. 41627 % BRASS DISC IN THE TOP OF A CONCRETE POSTSEVIIER WATER PLAN COORD. 22-B-1 2 1 I-- �Hr i __ Exp. 06/30/06 i - - - Exp. 12/31/05 P" 1 STAMPED "M-50-69" AND DATED "NOV 1969", & PROFILE -,1 4" - _ 4- __ -I I 'I ? I I I 1 I t I I MIL � F ' I I I I- 1 1 ; I i I i I I � � v, I ; T : , I r I -4- I I - ! __�___r' 4. , � r1j � I W_ S* , I I I __4__�� 1-�� I i I 1--_ i i � 1111 I �n ____ I . i - + I - L� I ­ E__ I I . 01711 2 i ' L---------4 --- --- - - I - ; - I*c-; . ��, �'�HI ) j_ _4* ;-12 ____O��__ , . i if I i N I i I T-r- I i � I t i , - � I ��11 I ' _ --I.- Ni ! I - - -4- - . t I i ' I ; I i � -!- � ---�' �' 111! 7 I I I - ­f - n_ i -�4 1 - - � I -_I i -Ill I t' 'I", __ 0 1 t]l I� �a . v I TH 'R­` INGMUR,,IGMN'�T�'ES��ANS�S�ES;'CNS;B,F,_R�',SS�Rl,c I Ar�U,",',C' 255 EAST STRE§T, SINE 110 CORONA, CA. 92870 SHT. 7 OF 13 ; 1AIN(I:',AR,':',.- %; �i' HAL A. 0 AN,,rL. - DA TE * * ':'��'I',C�`1:'�Al�i�_Y'& NIF N SIGN HH',WN IN 'f�FVEN';�06CRIU � * * ELEV. 1551.272 FEET. I Z' �r '­A�I -�"I ,i"'�N'�P�f I & SILVER SUMMIT CT ': Y ; RO,'A[ �11 DURIM HIr PRMI� ... I )ITEL 90P/r9.7510 FAX WWW.NOLTE.COM T;'?,)!I[RHIN:NC,,1.N iV�CEP�AR[( WMIHON AND WV!�'W, ,V"':!�""�'i��:?'f"!�O�'A� �� ' I .I- R.C.R3950 , 0I 106 x Ill?" 00.730.57bO ' RE IIIL �')UN'� I I I I I I I %P. civiv I? %P"q CIVI \ . I I I D- ?,93:13�j 0i these �z OF a 0I✓140.*. Z01 71110 4- P r'Al\V(),:, PREPARE . R.C.E. No . . COU LL c - � " NUMBER uj I CAUTION:T/ON: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of I SCALE I I PREPARED FOR: EMPIRE CAPITAL, LLC FILE . ldw* x plans. All changes to the plans must be in writing and must be approved by the preporer of these plans. I - RECOMMENDED DATE .. I . DATE 'dJ29 HORIZONTAL: 1"_ 40' VERTICAL: 1"--4 IE0201 I x PLOT DATE: 06/02/04 TIME: 3:32 p.m. I I - --7-7 ! i j � i i ( ! � ! I I ! ! f ! i I I ! I I � ! I I � ! ! I ! I � I � � I I I � I I I i ! : I I t I i f I � . I I ! I I I ! ! I I I : I i ! � ! ! ! I I . I I ! I i I I I ! I ! I ! ; ! � i 1 ; � � 4 ; � � i � 1 ; i i ; I � ; i I ; 4 I . . � 4 : I . i . I I � I ; . I . . i . ! � i . I ! I � ,LL4 i I i � I I ; i I � I . I I I i i . I : I I � r I I � i ! I ! ; i I ; c i I I � ; f I ! ; I - I � -.- ­-.1-IL­11-�_ _,_j____._�___ __�___­___� I i i I i i i I � . . I I f 4 . I _____tj,0___� i ! 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PER B-362 I =9 -1/ ,-','- 1 15+47.00 \ 4 - =9+87.00 TURTLE ROCK CT ,\,// I /Al - +87.00 TURTLE ROCK CT , / ,�/ "/ 1, 1525.92 TOP 8" SWR \ 8" 90* HxH BEND/ I - " /, /I " . 1- 8" FLG'D TEE I / -� , ,,�, � 1, /�� /I / I'll 1539.63 TOP 18" SD 11 \ I �- 8" FLG'D TEE " � # //�11 I , __��__L 10+12.58 TURTLE ROCK CT \ \ / - \ 1 - , _', k 1/1 I � " ,, % % '. " I , , 11 2- 8" FxH RSGV (N)�S� E / b 111� , .�, r', , 'L, 1540.16 BOY. 8" WTR � \ " \ 2- 8" FxF RSGV (N 1, , '_) L // / 1 =52+60.22 ROCKY SUMMIT DR \ 11 S - z I \ -1 8" PVC C.G. ,,� ," -i I / �, \ \ I PAD= 41.6 1 � 3-8- FxH ADAPT.(N)( ��'E� ,- I ,� �_ \ I /,// 1- 8" FxH ADAPT 'i, ,�� - _. I , I \ \ \ /_11 1, C-900, CL-150 ,��, _'L / z � �,,�, / I ' 8" PVC 'I, � �, z 1�,,, / ."�, ,__"�I I - I , , 1540.21 BOT. 8" WTR z_ � PAD= 46.9 \ '.. " � �� x 1, \ / PAD= 45.4 1 1, C-900, CL-150 - �', 13' WLY OF q. "", �1/ I I � PAD= 46.7 \ 10 . 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I � 11 69 E'LY 1 I �, 11 - ! ,( ZI/ - A\ 1 11+91.63 1 1,I C-900, CL-150 __\ ` , il '. . ; I --- I _� I I ", � -1" ,___ OF q I I z 111� / - _ i I __-___:�t , , �1 I "I ,,�""-"/, - SD \ I �1; N 40 � 53+56.17 � �Z / , '_ 1535.98 TOP �8 � I i 52+93.34 BC � � ___� � F - . / " ", ,/ _1� , I % I � 0,�_ - __�� �, 11 - z� \1 .�\' \ � 13' N'LY OF � C1 11 + I j ___ _5�.-,�_-- r� , ,� 40 "�/ /, � /:­­_ - N �\ N , \\\ 1541.86 BOT/8" WTR \ "I' 11 vft L71 I � ,�__ - 'I, A � ,,',/ /, \ R/W ;1 � \i - I A , ­ \ � , \11 n "I JV- /Zx Z-1 ,\1 �\�\� - . I � �, 1 F-- 10 77 I 11, - V, N V� , \ /11+94 8" PVC � , z - , ,� -----. "- ,��, \� "I 1. I I'll I, \% ,_ ,\\, .46 7- ,_ I I , , , - - I - I I ;;---- ,�-11 \ 0, )'. z, z , f 50 1�+78.21 BC \\ I - \ �� 11 --c-_11 _­ . 11 / � 8" 11.25*/HxH BEND i - 11 __ ---.----- ,(.).0 _____ -. I . 1, I/ ' I � , PAD= 45.6 - r , -1 � 1� ____ - _�:�,-i'11 I \ I \�� , VARIES N'LY OF q ' ____ ) � _,,�� , _31 1, I . , � I , . _ ____, � __ ___ , �­_ - �1, / 1, 1.%,1, I � '_-�_! _ __� g - �� / \ 11 1" AR & AV I C_j I 5zj_�,()� t -_:� , � R \ .1 \ 1 /12+05.30 � to f " L L �_j /_() , tv, /W � , I !)J­/_C.� - 1, .- - -,'t I , ,% V�L`% / I __�' - (0 Z - , .I/01�', - :� "?,:;,f 1 - \ 12+56.181--- - - " " \ (B-598). - /%/ " 1, tp, 0 0 10+07.05 TURTLE ROCK CT \\\ 1,11 \. 11 ____ \ -i - - , I cd R/W \1 - , 1 94' so - \1 %�o = 2+60.40 ROCKY SUMMIT DR 1\ 41\ \ 3 --- -11, � - - - - - 'I'Ll \1 "\ " , .,� , - � L � %\ 8" SEWER LU ____T___ I, __, -'--_____.I ---'- ­ T_��____ I , ,." ��,_ ,I, L-'--.--,- ---- - __ I __ � I�_."�� � 1525.60 TOP 8" SWR \ " , _ _ - � I , ! --- I- L", -4v ,%"� -i ' \ IU .T - --- I i ,�I .... 7 --, _N , 11 . ­ __ \ 6' STY iE ! ___ � %i ".0 I " 1540.95 BOY. 8" WTR \\ .\\ �� A - I,L 11 \ EL (Do I ��,- _�. I I I \� , -- _�-�� __ \1 k ; ,; I ' " _, �N :: - _� OF � ; \1 � V A ­­'� \ /'�\ ,�-, \ -ft ,,,-. - - \ \ 1. \ J 0A ,_ , N� ,- - __ I I " - � \ � .., D= 48.6 , '� �__­_­ R/W 1 / I PA 10+45.45 I N% ! I I­11 \I � -------- I ; L � ; 153 I , - � -------- --- i � \ � I-- I�i I I t _' ".\ I _ _­_ _Z_� I .- \i \ \ I I , I z�� �- ___­­�_ __ 0 1, 1 8" SEWER L9 \ \s; i i - 1 I I �; ! R/W . 10, 1540.21 BOT. 8" WTR___---_ �,,� - -1 .___ - 1 \ \ �M_ < 8" SEWER I i. - I �i - --\",\ _+.--- --- \ \ I zi I i VARIES I � I I . a . I I—- � I I I \ I; 11 %/ � \TERMINUS MANHOLE -,,, I � :-,;:��_---1 I � " \ (1-i , 1 21 1. I __:� , % I,' � \ \ PAD= 45.5 42 6' E'LY , il is, /1' \ I I, ,-, ,q Ngk,�'s -- __� I . \ -1 � I,I �1�!l I i vAmir-0 i 6FFSET=6.00`4 --' 11+75.05 \ L I I EILY OF i L .. 1. \ _­­ I " � I - OF CE 11 � � 1533.73 BOY. 18" SD , I __ . . z I ,.",1 ,1; " 52+80.01 ROCKY SU IT DR � , I % CL ,;j f� OCK CT \" - I 1� 11 15+01.71 EC \� � 4 L11 I I 11 Ili i i" =10+05.56 TURTLE I , PAD= 38.0 - -__ � �.� - _ � . \ 4-7 �-, 52+60.40 ROCKY SUMMIT DR I �� 1 i I I I I/ % 1� 11, ­�f:___ __ ,I t % \ ­j ; .1 3 if q I __--- _____ -----,r � . I I 8" SEWER 1* M.H. 24 � ,J � ___ I I \ 1�< =10+07.05 TURTLE ROCK CT / "If 1/1, ,1, .1 M.H. NO. 20 1 "' - , _____`1�1­ I I � �1 I I --::I, 18 ; i; � I � � r --- I � 4 1 III I il � ). fq � -� // I :: � %11 .1 '� . 1. PAD- 46.1 1 !,/I ;, OFFSET=6.00' i � !V_ .,I L % � \ :� 1541.26 BOT. 8" WTR I � .1 8" PVC C.G. 1. 1 6' S'LY � i . iz � �. 11 ,�,< '. �4 I � if ; --)1-i � � ! , ; / \1 I � Q� il �!,`1111' 1i � 11 PAD= 41.0 1 1 -.1 C-900, CL-150 // L, �; 'I OF OL 1525.45 TOP 8" SWR � - ; Z ( 11 � 1� 13+78.21 BC i i �z - -�, 20P �� . ; I_/ PAD- 38.5 1 // T .� 13+02.11 � .� �11 / � / ��20# PAD= 44.0 VARIES WLY /I � 11 '+ M.H. 23 1\ I I - , - / 11 lf.H. PER B-362 k, �, � - . / ; .� / �i t � IL PAD= 46.8 z PAD= 48.6 Of LINE TABLE I / OF � / -f � i I t __ a- .1 I // � I ! 11 � /j I j 1 4 30v ! � - I i I t ! T --I LINE LENGTH BEARING PAD= 49.8 I/ � 8 SEWER k� 11 �L 1�r / PAD= 49.3 i . I I - I L1 I i PAD= 47.5 88.98' N39*52'42"E I� VARIES i �,� 1� (�' i\ - SLTIE FJjQjj.r L2 122.03' N63*27'51"E - 11+77.10 11+84.86 ; � , . � Q� p S'LY OF (J� � � PAD= 48.2 ; Q_ L3 8" 90' HxH BEND 1542.10 BOY. 8* WTR f it () � I i I 58.67' N61*03'50"E I � Lj TURT�E I � L4 1532.36 TOP 8" SWR i ; I 41 1 33.78' N38'33'50')E . I PAD= 48.8 ; � . �/ \ 0- WATER / SEWER APPROVED BY F40CK C7' L5 160.40' N51*26'10"W - 11+97.91 / , ck:: L6 109.1 O' NO2*13'37"E M.H. 22 QL EASTERN MUNICIPAL WATER DISTRICT r I _: CURVE TABLE L7 143.27' N34*13'37"E �__ I CL - W au (v (10 IC111`4 67.71' N34*13'37"E IL . ,- Of ,4 CURVE LENGTH RADIUS TANGENT ENGINEER OF SVBD/VISIONS DATE - L DIAL TOLL FREE C1 11 8.1 4' 287.00' 59.92' 23*35'09" L9 1 167.71' N25-27'37"E . GRAPHIC SCALE . 1-800-227-2600 L10 200.37' N51*26'10"W 0` 20' 40' 60' ,60' 120' 160' 1 INITIALS DATE I C2 121.46' 306.00' 61.54' 22'44'35" - LL_ R� -_ to-to I AT LEAST TWO DAYS I C3 L11 _ 185.56' 1 N60*52'08"E N PROJECT ENG. 1j_4_vf (6- BEFORE YOU DIG 60.1 1' 1 287.00' 1 30.16' 12*00'00" L12 61.06' 1 N39-52'42"E I SCALE 1 - N APPROVALS wspmnoN ._� I C4 . 21.72' 1 287.00' 1 10.87' 1 4'20'1 3" 1 1 - z , WTR OPERATIONS I - ___� - %.UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNkA Q� Q_ I SW OPERATIONS -I,: NOTE: NO. BY DATE REVISIONS: APPR. DATE SEAL COUNTY COUNTY OF FIVERS11DE SEAL ,I ENGINEER BENCHMARK: I I.D. U36 / U351 1�t '??QQFESS/0/ ?V���� iF E Ss� TRACT MAP NO. 30330-1 IP No. 030104 � WORK CONTAINED WITHIN THESE PLANS V-q,/ TRANSPORTATION DEPARTMENT -1� BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 .. I S.A. 41 / 33 1 Q: 0 f CL SHALL NOT COMMENCE UNTIL AN - 3. 114 <�,� * SOUTH OF THE SOUTH-WEST END OF A COUNTY OF RIVERSIDE W.O. 10 -502 No APPROVED BY- A�<y _\� IV, 10 ,c) RIVERSIDE COUNTY FIRE STATION BUILDING, 3- - N ENCROACHMENT PERMIT AND/OR A N 'v, ;�__ -C-0 rsionE I1 7 .T ;5_�_ EAST OF THE WEST END OF A CONCRETECANYON HEIGHTS I C.0 I ERMIT HAS BEEN ISSUED. W 4: 7 PLANTER, AND IN THE PLANTER BOX SET A . I GRADING P Ljj 7- � 0 � B E Y 0 N D E N 6 I N E E R I N 0 9� R cy- No. 33950 , x No. 41627 BRASS DISC IN THE TOP OF A CONCRETE POST I COORD. 22A�B-12 , - - ____ - Ik � , i - I --- 4- i tr,__� i I I . 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S� i I � i � I i I :z 1 I i i I ; - ____ ___ k 1 1 kl __4 I i f 1 4 � I I � I , �,_,__6 1 1 - - I I 1: I I i I � I I I I ; I i i - - � j I I I. �!�"l",NI; 'l;S1V,ESP�1.1315�; 10��A'�,P.!�K,-i, ����L',;�",�"L Exp. 06/30/06 1� '::� - -7 A#/" Exp. 12/31/05 255 EA8 909 ETTCOR2 TAMPED "M-50-69" AND DATED "NOV 1969', SEWER & WATER PLAN & PROFILE I �il­l 1. 6 OF 131��.�A�U:':lfi� :-- :�, , A DATE ELEV. 1551.272 FEET.z _ ,�_; - ' 4( * 3000L ROCKY SUMMIT DR & TURTLE ROCK CT" � * .�'�' CSP, �i�li,�- ' S� E6� .,B" R.C.E 00r13010� jcj�c� �P ,-PRD,;A� , J950E, 6 0.7 /I r5110FAX WWW.NOLTE.COMR��'s I- -1,,,,�:,.-,T 7 ,� . 00I III A- �";7 �:"`, .I- 1W_ . civil.. L � I D- ?,ep# I t 1� 6i these 1�_ �v A.*_".10 14 !!����� 7111,v!0ALE W.O. CO U_ CA5 OF CAI\VV2.* JOB NUMBER La I CAUTION:TI ON: The engineer preparing these plans will not be responsible for, or Liable for, unauthorized changes to or uses of th PREPARE : R.C.E.R.C.E. No OR: EMPIRE CAPITAL, LLC FILE yo e preporer of these plans. RECOMMENDEE10' DA Tt " 4v_ - DATE ' _ __ HORIZONTAL: 1"_ 40' VERTICAL: 1"-4' W plans. All changes to the plans must be in writing and must be approved by the z Tu E0201 j x PLOT DATE: 06/02/04 TIME: 3:33 p.m. - I � . I � i � I . : � I . 7 . I I I � ! . I � I ! 1 1 1 i ! I t I ! I . t 3 ! ! I I 1 1 1 1 1 ! � : I I . I I : ! i ! -- I I I ! . i i I (z) I I : . . I i i i � ---I ! ! I I I I I i . i ; . I i . ! i I 5 � I I I ; 7 �, . ! ; ! I : I . ; I � . i I � ; : . I I . i ! I T . I I ; I L I I . I I � I I I i . \� 1 ! I I i . . I i I ; 7 I . . � : � I I ! i i I . ! 2 t i � � i ! � I I i . . 5 4 ! � h � 1 � I � � , I I � � I I 1 1 1 i 1 , I I I I ! I 1 1 i c ; 1 I . � I I I I I � � . I 1 1 1 1 i I � : I I . � Q� � I � � r i . 1 1 ; � I . . i i : ------IJ � 7 --,---_: I - I I I -- ­ -� --__� - r I.�, - .�I - .--_I I j-,_- 11 .I-. -.�z_92)_, _ .I-_­---" _ a I -- ! ; . I - _.. --- - - ---------------- ---------,- -, ------ --- - - -- "-_­--_I - --_ - I i i 1 I . 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DR. �, ."_� �- i 1, �, I � 8" PVC 12+08.07 CATHEDRAL PEAK RD� I , t i ; ; j ! � L I li I I _1 � ii � I � i\ I 1! 1529.02 TOP 8" WTR I� . / (�� i i C-900, CL-150 ,, 21+64.50 BLACK CYN RD \ i i I : _� - I ; ; i ;i 1 1 i 1 ; =15+24.03 CATHEDRAL PEAK;I ; . I i t � . . ! - t I LY I � t � z � I TERMINUS MANHOLE � i i � : � I I � I 1530.1 0 BOT 18" SD ? 4 � 18+43.3 � - 8" FLG'D TEE I 1 L !' zi I I I � I . � �, I I I i 1526.75 TOP OF WATER PAD= 66.0 i � 1 t, 1� I . i i � . t i f U i I; : _-__ --- L I / L : f � : 1: . � � I I � : 4" SD F.H. PER B-3 � � 2- 8" FxH RSGV (E -I / - 71" . I I I : �I 1529.05 INV OF 2 i � ! I - - � . �w �� I . I If � 9+79.57 - -_ : -- - ___j�__­­______ --A P / �� I s t ­. I_� -_ I I i �Ir � 13' WLY OF CL 1 1- 8" FxH ADAPT. W i 44,9 . - I I I I., QD \ --Ai v - I I . ____ / I I -11 --- -�, /I -, I 11i - , I,- t I i 7 � - ____,____ � I ------------ --I-- $ . - . ; ,� - i � ; . I I i I I ____ I PAD= 65.5 . ; : i I � - I jr SEWER ; I t F.H. PER B-362 ___�____i_L_ ___L__ I� --------, 7. I :I '_ I L �� i� � i I I,z I : It I , / \ I I _------__- �P �I Ri ___ _LL-. __1_1___=_--_L __ -____ I , I � I ---------- - ­_ ____ - -.---,--.----.----.-- -_____1_____ ­­ -A L �_ i i ",I. � I I I 8" 90* HxH BEND - ­-t­­L__.____:::= -­­--------- A_- PAD �5.9 ! 21+30.91 i I I I i 'I Z - �_- ­11,_ ___ qARIES � -C:, 0 ,�i I'LL­- � i i (�� _� 43+44.90 CHEYENNE CYN DR PAD= 64.0 : Z !i . P �, 1 i L I E2 1- A.R.&A.V. (B-598) / . n \ ,.e� _� . 6' N'LY q ! (�� li :1 .--) -362 , I C14 � � F.H. PER B � ,, i/-IQ ------- 7_7_=__`=_ . - � � H 8 I I - . =1 5+43.80 CATHEDRAL PEAK RD . ,,, � .� 19+95.62 :- I z_r_u1j I -,( , I L. i I 1 I 1 -- � ;If:: (�� I I � \ � ----i� ------,-- f I I --- �­,-' ­­___ ­ _. . 18+58.97 EC , ! I ____ R? . IL I ____- ­_­­ __ _­_� /�)I 1�1t! I /my / I 4 - - c , i V'pen., - I I___ ___ /I Ill i i . M.H. NO. 16 , � - ; ! I , ,-, f I ­­ , / ? S I ) '­ I i I I \ i 12+22.94 CATHEDRAL PEAK RD I -_ - -_ _�__ --- __ I - ­­­�- ­_­____ __ ----- .--- ­ -_ . ­_ 15R4 N1% _,_,--.--L'- -"-'- ___­­-­_­ / I -1 \ \,\,. \ PAD= 67.4 21+28.52 BC I I � ,,�'�� �Ll� , - ci� __��--­--'--,L------ ­_ ,_, _, A \ F.H. PER 13-362� I ji ,_ n 0 -C:) 1 11 � ;, N I,�, - ­--, , � : ,_ -_ \ I ! I _-::,-I �- � i,­' I I z i I--]-----4 __ C14 rn - TP, _n FT "" 18 \' \ : 8" PVC I 11 i . -1 - "�_� IZIWL 11 11�A i _,P-. � i \ I �I =21+78.15 BLACK CYN RD I i i I \ - - ____ _U U il , - _____ ________� I I --------- - \ - - '----'----­­------------____ ___.__- 1 1. i _/�� PAD= 62.5 C-900, CL-150 � ____ . = ­___ ---­__­____ ": ,­ -.--- 1 i - I i ____ _­_­________.__ _ 1 i L ii I . 1,__z� I _ '4 - I i � --- i . -------- ­_ -­­ I I 5�, . - - I----- - __ _--- I-­_ __-.-, _��_ I L ? i -_ > ---____.,____.________.______----.----.- c I I PAD= 36.3 1 . -----_ � , \�\ �,_ ��_--- - t !k------------- ------­_­­­­­ i i I R _______ _::�:_ + - f --- - ­ b__. ,, I � VARIES I __j i i I,< � � I ii� I 43+39.39 CHEYENNE CYN DR S'LY � - 1\ . . I I - ; ! � \ t I I -_ I _ 0 "L-, - I -I-- I . I 12-1-55.04 EC ! I I I I _ I--,- ,­ � I �i , 1_1� 1 - ____,- , ! 14+94.96 ! I __ 11 'OL1 -/ � /i, , I ,!��/ , - ; i i i � ; -_ 04 /jr 1 / _) !`_� �-I ------___r I 11 i I � . � - , , __), / ___ 1 11+71.17 BC I . 17+46.51 . I I i � 1� 1 =15+38.26 CATHEDRAL PEAK RD ,___ ____ I 1 -4,2,�I � 1-1)L/ �I ! \!1 i " # -11 I ____ ,--- __.___ - ____ -_ -_ I - I I�_, --- I Q� ! m xf i F.H. PER B-362 i 1 �-_ __ \ I 11. I . �,�... '� - / - i 1 I , CL / I,--- 12+03.54 EC i F.H. PER B-362 ! 43+46.04 CHEYENNE CYN DR ---- I I 1 1 ! 1 1 I (9�) 15+03.67 , ; I . PAD= 56.0 . P 1z i 1, I � / i 1 I \=15+30.48 CATHEDRAL PEAK RD "O i I * .I I i 0 \ 2+08.07(CATHEDRAL I H, I i I i i ! 8+89.96 BLACK CYN � ) 04 to� I .� 1r__ �_% I I -1 1 12+28.42 CATHEDRAL PEAK RD i I , 1 15+25.84 CATHEDRAL PEAK RD I r_ 1 ! !1 ­_ � I - �1 1 I , I � 1 - -- - - / I � I i i � z j =21+64.50 BLACK CYN __ I I L;Z' 14 � i i.�__ 1527.78 BOT. 36" SD 8* 90' FxF BEND �11 � ___1r___-1T-_ CL __ if 1,J,1 1 =21+65.38 BLACK CYN RD =43+27.92 CHEYENN CYN DR �;_ xi . 146 / I I i : i i ---� - � . 1 1 ; i 1 [�A _ti� I! - �_____ -1 4 W - �� � -_ IL t 1- 8" FLG'D TEE - �I i- ---�, I v--:41 I i ,L_ 1522.76 TOP 8" SWR If -_ ___­�11 -4 I I ! i D= 36.4 . I -=1--,-�­ ��__ .. ; i - __j i 1 1547.73 BOT. 8" WTR 1- 12 X`12%8" FLG'D TEE I � I PAD= 72.3 (& i il _iL---I - . I , V . 1<c I 2 1 8" FxH RSGV �Wg% z i ; I I I 1541.56 TOP 8" SWR 1 1- 12" FxH RSGV 7-T-T ____;:�4__-------------- 11 4 �-1 /if 4 I � ! ; \ i - t / I - FxH AD� f j SGV .. 1 19+02.62 BLACK CYN RD : 1 8" SEWER I 11 8 H ! I I � i � - I ! --, i ; i I 1- 8" FxH IR I I / I I 21+57.01 EC I 1 , ZIP I ! ! 1 12+12.09 BC .. i � I I i I - . _____-�i : i i Q� ! i I 1 j r-, 1 1554.11 BOT. 8" WTR / i I I i � f 1 7 1 . �­1_­_-1.___­___­­I=127---FXH-.,ADAPT. N i : , I I r::�_ . /, �­� Z �___-------_.___________, 1i - � I � a- f -.-- . � I I I i � I ! ____.____... - ______.__,_____ 1 1 � � 1 1 � ) PAD= 70.6 1 / � I LL: I ; ,,� � �.../ ,­` �___1 �� ; �, i 12+28.42 C I �- - ( - � � / WR i i / 11 I 1 1 1 (& � i f (9y) 1551.46 TOP 8" S ' 7___ 1 1 11 4 1�� 20' 20' I'll ) I I - 4 z j I J 12" PVC -i ,-- i 8 SEWER] i I / 1--� 1 �L I , -/ � i 20 20' lf, l / i 1 j J �,� ,,, Z3 1 - ! � - _ I - , ! i .. I . - _ 8" SEWER i U� 1 30' ,_�� M.H. NO. 3 I 1 16' E'LY q 1 1547.73 BOT. 8" WTR PAD- 71.7 , 19+14.04 BLACK CYN R ! 21+65.38 BLACK CYN RD 8" PVC PAD= 67.4 PAD 56.8 8" PVC C-900, CL-150 � F C-900, CL-150 30' / i i - - PAD= 50.7 - C-900, CL-150 I / I I t -1 ; - - : "I R� 8" PVC 8" SEWER 13' of VARIES /I i 1 1541.56 TOP 8" SWR I i I a- 13' S'LY OF CE - 3 30' ./ i I - - i I i , - C-900, CL-150 1 6' ,E'LY 13' SLY OF (� � - - Z/ 1 21+84.40 BLACK CYN RD ,� - 8" PVC (S / I lg+29.19 CA AK RD �-I 13 WLY OF (� OF q // -, ,--) /-- 1 � - I C-900, CL-150 Z3 �111 1! J, �) i � I I i (�� i M.H. NO. 7 SEE LEFT / I 1 I � i I I . . `5 1 7 LL HT- I 1_� - SEE SHEET 8 . / i , I 0 i i /-i 13' SLY OF � ,1 PAD- 61.1 1 1 04 ! 1 - t I I I ; . M R� .- / I PAQ= 60.0 1 . i (& I BLACK CANYON CHEYENNE CANYON DR // ! I __ C4 � I i PAD= 58.2 ! PAD= 56.8 1 \, el f I I . 1< . IL I LINE TABLE I I 1, CL WATER / SEWER APPROVED BY LINE LENGTH BEARING I I 1z 01 I L1 252.88' NO2*47'02"E > EASTERN MUNICIPAL WATER DISTRICT L2 41.78' N87*1 2'58"W CURVE LENGTH RADIUS TANGENT DELTA I Z) I L3 Nov� - G(I 0 104- 279.14' NO2*47'02"E I Q_ 0! _0L ENMEZE9_OFSUBDIVISIONS DATE DIAL TOLL FREE C1 29.24' 2987.00' 14.62' 00*33'39" L4 1 129.28' N86*1 3'59"E _______dII= GRAPHIC SCALE 1* � INITIALS DATE ,- 1-800-227-2600 C2 42.76' 2987.00' 21.38' 00*49'1 3" L5 248.63' N89*01'22"W O' 20' 40' 60' 80' 120' 160' �E I C3 48.87' 400.00' 24.47' 07*00'00" - - Q_ PROJECT ENG. 446tj_ (0-W_0%( ­ AT LEAST TWO DAYS L6 191.61' N89*22'32"E I . C4 18.57' 400.00' 2*39'37" - z ..--------. .___� BEFORE YOU DIG _ 9.29 0 . L7 229.30' N89*30'57"E Q� APPROVALS wspEcnoN - C5 8.39' 300.00' 4.19 1*36'06" OL WTR OPERATIONS , UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNV - I L8 I 314.40' 1 N89-02'35"W z I i I . I I SWR OPERATIONS I -- I I ­ 11:: NOTE: NO. BY DATE REVISIONS: APPR. DATE SEAL , � .....:.111 COUNTY COMY OF RIM80E SEAL . ENGINEER , BENCHMARK: I I.D. U36 / U35 Q � �FESS/0 n -)/Q WORK CONTAINED WITHIN THESE PLANS i , , , � . TRACT MAP NO. 30330-1, P No. 030104 04 A 0 <� TRANSPORTATION� DEPARTMENT A 4�.- BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 1 1 S.A. 41 / 331 .�'c SHALL NOT COMMENCE UNTIL AN APMVW BY: ­ * SOUTH OF THE SOUTH-WEST END OF A COUNTY OF RIVERSIDE � ENCROACHMENT PERMIT AND/OR A ,;�-,_, 4�1 . RIVERSIDE COUNTY FIRE STATION BUILDING, 3- .� I W.O. 10�-502 n. . ? 7 :Z__ 6? � I C.0 GRADING PERMIT HAS BEEN ISSUED. W Uj 7 PLANTER, AND IN THE PLANTER BOX SET A CANYON HEIGHTS - I-: 7- � (Y- B E Y 0 N D E N 9 I N E E R I N 6 -1 No. 33950 IV-0 061 No. 41627 BRASS DISC IN THE TOP OF A CONCRETE POST COORD. 22-B-1 2 1 - -- / 11/0 Exp. 06/30/06 17P 'AffrWEL -? /I/O se Exp. 11 2 3� 5 STAMPED -M-50-69- AND DATED "NOV 1969", SEWER & WATER PLAN & PROFILE I", ';�­I�[ 11'."i"11(y",�,,10f�� 11�145�s�.-�P()si;!f ljo�AIWR:­ I ,­[:�,i, AL A. 0 TH N .It 255 EAST F)1" STREET SUITE 110 CORONA, CA. 92879 . IrN!_; * * . DATE ELEV. 1551.272 FEET.)` I * * Z, , R ; _L _r R -Idl:3Y APPFC- )�DJR;N6"ONST j,�710.1, ,�1,3.%,A� ­­.',��R Ii,, ;, ` 101�'!P_r U,1)�`,`�M!%L�IN-'C(,','lt',L'__SO�;;��O`A�D.R"­;,_1­,�A%'S F-IR 4P,KvA' ��' I R.C. 33950 30106 ,5,) 00.739.57)� T�,i��.MO FAX WWWMLTF-COM RE �; -cul�'y 11 I I a. I- I - I I .;111 C I v%111 _ , - I D-e 6?3 /S- CA CAUTION:ON: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these ,Q OF -s- < OF PREPARED R.C.E. No. ?. SCALE W.O. COON (A I_Z!5�11 �, JOB NUMBER U_ plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. i�� ZZ1110-4 . - ,� HORIZONTAL: 1' 40' 'VERTICAL: 1`4' PREPARED FOR: EMPIRE CAPITAL, LLC FILE N_ E0201 COMMENDED DATE DATE 6-1-011 37- X - r - , I � . i� r----i I ! I—­f,I � � P I - I I If - fr:��4- , 12� * S N-+"-- ' 1-1 -(:j- , � -3 LL , �<I LiIj ! 1- i P;IZK__ - f_!z �_ - � zi( U I- ___� 1 1 � � f _/ I I i * : I _� . , I I. i c-, )-�i....... 1 -4 19",_ - I � T 13, - , ; �w V�1_1_;`_c ( F � i 11,111 i Qj ! I d-----,-- i 1 I I , I I I I I , __-i__1A_ - I \ ,�� , - . - ,_, � I` I I I I I, ______�___ "--11 ! I I . T ! . I i I i I I I � r I I "% - I _ i 1 I­11111 . � I ��i I I I I , ,__ I _-, , I;�� I �I-- I-� f1 ----------,__ � !�� i I !I i 1 1 I I I ! i I f, ez I I I ,,,,,I I I I,�, PLOT DATE: 06/02/04 TIME: 3:36 p.m. . / . - __ - . I 4 i I I . i � I I 4 i I I--=---I I i I � I ; I I d . I I ! I I I I ; I I I � I ; ! ! 1 1 I f ! 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I I . .- I I I 1 �f .If i 4 / � I 30' - - 30 0 - 11+70.54 GRANITE RIDGE CT= PLAN: BLACK CANYON DR PAD= 66.9 PLAN: GRANITE RIDGE CT I � 1 13+03.73 BLACK CYN RD I . I / '­' 9 / _ ! ; -20'_ 1 12+92.73 BLACK CYN RD � -1; \ 8" SEWER 09P , 4 /_ , or __, 12L - - I il J C, =11+57.54 GRANITE RIDGE CT ,,, -1 �--, 'PAD= 69.5 "I VARIES A i 4 / , I . I � r; i / .1 _."� - , N'LY OF � I �' I . 1- 8" FLG'Q TEE f 1. , I (P, 1 4 -1 � , � I I I I , ,� �, -1 r)I-) - I I , ; . j I ; / I r �t 1 8" SEWER PAD= 98.8 8* SEWER' ; --' ' I - �', " .1 01 I -9 . ­ 1� i . � � , I . j ;i -----. ___ , _____--.-- I i I�--I- I � 2- 8" FxH RSGV (S)(,E = , ;%,ko, \ , Z U 1 1 1 . I: 1 I PAD 77.4 ! I f p; ! I � � ""', I t i I 1 . \ I ,I � �I � I . PAD= 85.9 � I. 1 1 , ; ,-.,, -, i I I i H I 1 1 1 \ I PAD= 85.0 � I , I (�� VARIES I - 8" FxH ADAPT. (�W� . 0 \ I . ____ 1 It Q, �I I 6' E'LY f : � (�� i i . - ; 11 i i � 1 I 1 8" SEWER i i ; I -1 q ! WILY OF i ; 15+11.40 BC PAD= 74.4 � - 11 11 I 1 C,� � I I ; "�� OF q i ; � ,f � ! i 1 1 11 ! 101T�� � - 11+55.24 \ I __1 \ i il � . I I I - . ; ., , I I I t I I � _� I I ­ : : . - I ; I 8" PVC H I I � M.H. NO. 30 � I I - I�Ao (P_ \ / / 3, T � � 6' N'LY I F.H. PER B-362 \ I 1, " . it � i ; I I "�� - 1 8* PVC I : i il , I 1 1 10+06.00 BLACK CYN RD � � . I�",,,,, I . I I I � I I! \ PAD= 86.3 1 1 1! i ; I - ; I! I � OF � ; i I , ( C-900, CL-150 __'-� I i i � 8" SEWER I ! 8" SEWER \ i. % % i i !! I . t : I �, , ,j�, I C-900, CL-150 I It i I I I 1 � . I 1, - I ; I - i � j =17+34.28 ELDORADO WAY 1 13+09.73 BLACK CYN RD i : _,_ \� ­ �, i I 1; 1 1 � ; I I - I , - i� : i; 8" SEWER . � , �' L3 V% % � ; I I I ! ti ; I 1� --- -�_��_ ; I i H I I . I � 7- __ __ I i � . . . ; , - - i t r I , . - 13' WLY OF � - � '?� M.H. NO. 28 � VARIES =11+76.54 GRANITE RID I 1 6' N'LY - , \ i i 1 1' W'LY OF (� ;I I I . . I , - � z I : . .1 i ,� it I I . ,-- _� � 1, I . I ;I . 12�) .�_i i VARIES � I OF ITL - -, - ,.1. 01 \ 10+04-44 i i 11 �I 1, ", - i I 1 1, � ; ; ", 1. - . I 1 i i I - M.H. NO. 29 r I I ., I 8" PVC PAD= 97.4 k� � . - "" I'll __ A ! : i I I f . � , , ! ji I I . - - - - I I I 11 I H I N'LY OF (I : ) �1, ", 0- I 1 "_ C-900, CL-150 . 1, - I I I \ - � , � 10 I i ;i � I I " � - t � I \ , -,- I� I I 1 10+00.00 BLACK CYN RD � �! I \ . 15+81.83 � -" ._-, 804r H X14 sm ,,, I I , " � . I I I I \ ___________,__________,_.___ -.---.-.----- I I I I ! I ,; : . a_ I I ______ ---.,--------- : I i 1. 11 --- 43) � ! I "I f, � i I � , ,_ I q I I - It I ­ --.-----,------ __________ I F.H. PER B-362 � ___­--`�__--- __�,��, i ; i I 13' STY OF C J1. =17+28.28 ELDORADO WAY"-, I 1 I 4P ; ! ! I I I -------------------.------ __ ___ _=___________���_::L:::::- ! . ,- L10 it / I I _ ____ I _,__ - � i � i I -- : _ , i __ ­- � I I \ / i 9 '--- � I ­'_­ �111 0- \ k --- ____ : I P � 12+92.73 BLACK CYN RD - I _­­ t I " ,�� .­ , \ 1 . I I - RD I ,­ ,-- ___._______._,____..___ - _­ I I� 9+72.5 i . .-,---. - - " -1 7 / - i __111, __ I - . I 0 BLACK CYN ------- �; . t 101i 9 L5 - ..­ -, - . - , / / / �1 0 0 . � :_ __,___�____ ,- -"-.-,------ (�� ! � -__ - I __ - 1� 0 1 1 I � I I I/I __ i I i 1=11+57.54 GRANITE RIDGE CT F-0 17+42.02 ELDORADO±� ­, � I --------- , _ --- ­___ , - _­ .1 , --, � : - __ % 0 1 - - I - __ � - I - __ _____ -_______ __,;� � -,- _ ,� 1. � ,-j ,­' ____- - ­ ___ '---- - I t I--,--------,-----,-- -- I , - 11- I - 11 r I I _n FT ITN-A 1- 8" FLG'D TEE :--�____ I - . - i I I - : � 1 -7-1- ___;_._L__--.,-. C2 - _L -.1, I "I - I,,�v i "', 1 1- 8- FxH ADAPT.(E _, ,- '*"��Li -on I I I 11 I N 4 F.H. PER B-362 L i L7 --- __ _______ __--- -------- 1. -.-,. -- - \ ILL Ll'^N 1 2- 8" FxH RSGV (S)(W II I-,- I I - i - _. ____ - - -t_ - C1 -I_; _ - _ ___ ______ ........ T_ - .- - �. I, -I I.. ,__ 0- PAD= 87.0 . I 2:� --fl-; "�� ------------ -----� :�- 0 - 4- � a- _.___ __ ,__ I _ _­ __ -..-----.---- -- __ ,11 -411 �� � 9+87.00 BLACK CYN RD __ __ __ -- -----� - ------- ___ ___ - - 41 - I __ I ­__�_ -I, --"I - - ­­ 7+07.46 EC 11 .. / .. I . DO I ___ - ___14�, - __ __ 010 11 I __ -I __. ., I 1 \ 1/ - -WAI ; __4_____ __ I I . - - , I I . __ __+ L9 __­ I. .....­-­ _-, I It 6.0. reg 155- %_j UU i - I - -,,- I / __ - 11 � __-, " I 11 \ (v i 1z=9 PO - i 80 PVC I I - I I,-I 1- 8" FLG'D TEE 1 1 ; _____ _�._-, ____ ­ ------- ','3 �JF_- .�11 \,, #I'A I __---__ - C-900, CL-150 111+55-24 B, � ,)/ ., I I­­­.- :- _ _ - - , __ ,-- , \ I 0 - � - -0 Z) 3GV �N� I f -L------ , l , _______�_ -LVARIES - �--- 1, .4. jAg.(6-.rjv 1 ___ Cr 2- 8" FxH R' . �S� , ' --I,- - i . --- _�-_� _-----� - _::�,�: . - I ,I � Z . - ' i=)i; - ______- I 1\ ------ --- 9",� 13' S'LY OF (I. I I I I I ___- 0 - . 11 ..,­r . Ill- % I 12-fou \ 11.�_- - - --,..--_ ­_ - � - I 1- 8" FxH ADA . E . I I 1 .83 EC " 'I, - .-,__ - -__ 7__::!.-,�-_ - C-4 -__---i- --- - __--- - �I C : _� --- to . H I / D= 85.0 ; __­___ , ._.____1 1- _-, I el . , I -_ --- ______ 1; % , \ I - i 121 8" PVC : . ____ _ _ -,__ � ��__ 1 1 i I i I ; - __ . 10+00.00 - - - I ___ - . I I .---___ . __...1___­___ ­­ I I 11 I 7 1 , I I I ­­_ � . ---I---."..;. --11 11 __ I—-L___-----__�-_-, " -- '� I \ I . ­_-, __.___ .__rI. __- % 1 8" SEWER I 1 93.9 C-900, CL-150 8" PVC � :i �j[ ! ,----- ;z_ 1 �­ I., --11 � GRANITE RIDGE CT 11� . _ ,! !,,.�.- - - - -- I � __,__� -__­_­_­___ 8" SEWER R L_,� I I lo+06.00 BLACK CYN RD ; I.. . I : I/ _ __ 1. I � \ . I J , � 17+02.41 M.H. NO. 33 __ it ,' 6' WILY __ I 1 13- S'LY OF q C-900, CL-150 f., . ��; ;: � �i I \ 1\ ,---... '1� I � 1_�� WAY I li I I , �__ I I I --JI 12,3 . 1 =17+15.28 ELDORADO I I 7 �I %\ 11 1! /,-,,,I TERMINUS MANH�01_ 6' NTY "ZI OF ITL i i , i I ; I � I �, F.H. PER B-362 11 . � !I - ; 2 � 1� I �. - !I I ! I T. 8' WTR 1 13 11 ; I: N 13+09.73 BLACK CYN DR= , I i , 1� \ 11+24.54 i i.-I PAQ= 9!4�.O� " ; 2 " I :�. 11+57.54 1 14+70.81 BC I � I ; �_/ 11 I OF (� - - ; 'i "I-, I I. � GRANITE RIDGE CT ; i � I I j I - or I 4L � . � � \ i � I � ;; - � ; ; I li I I � i 1579.44 TOP 8" SWR ! I . . e­r : . 3 i I ; F.H. PER B-362 I _ I - I I I PAD= 68.7 R 8" PVC I ;f I \ I � 1:� r 16+63.88 EC ' I I __1 1576.95 BOT. 8" WTR � i � I \ I a. SEE SHEET 11 12+03.61 * " SwIR 1 1 � I 1 1 1 1 il M.H. NO. 31 % � \ I I :1! C-900, CL-150 18 1 f 8* SEWER 1572.68 TOP 8 i ,,� " 8' SEWER] 11�57.54 GRANITE RIDGE CT= I I I � 8 � �, I . I i i i M.H. NO. 2 � 8" PVC � 1 \13+09.73 B i ! i i I � I 4 13' WLY OF � 30P j� ii r I \ 6' Ely I I . ::) 69 EPLY I C-900, CL-150 i � :� (�� I 1 1 30" a \ 1576.95 BOT. 8" WTR i I � I � , I � ; PAD= 70.8 \ OF � ! 1 1 I OF q - - - . !. I , 1 I ,1 _ 1, , ,� I ; �i \ 1572.68 TOP 8n SWR I . - i. I I . CL 1 i - i 13' S'LY OF Ct i . I .� � �. ,�, ,f ,-� \ -1 -1 ;--- I I- ; i .. � ; c / / ��) \ �, 1 -) I 1 - I I r I / 11 � 2E I ; \ PAD= 85.9 � : � /-'- I I � 11 / _J 20 -20 6 � I , �� -7 PAD= 86.4 \\ PAD= 85.9 - ft 41111 �-I SEE RIGHT .11 �! , ./ : I PAD= 72.7 11 I ZZ, , I . �_­,� � " r�,2. 1 30, 30' GRANITE RIDGE CT I ! , PAD= 74.5 13+03.73 BLACK CYN RD - - - - I LL ­ - � PAD= 76.2 11 =11+70.54 GRANITE RIDGE CT N - I LINE TABLE 11 11+76.54 GRANITE RIDGE CT I LINE LENGTH BEARING =13+09.73: BLACK CYN RD Z� - Ll 153.09' N29*1 3'26"E- � M.H. NO. 29 I 1: WATER / OEM APPROVED BY CURVE TABLE L2 176.95' N29*13'26"E I - 11 1< EASTERN MUNICIPAL WATER DISTRICT 01 'I CURVE LENGTH RADIUS TANGENT DELTA L3 258.56' N86'1 3'59"E 4 L4 1 201.00' N61-14'10"W :� cc �Aj & 1I&I&U- 4C ,v:& - (a AV/04 .1. : C1 103.80' 737.00' 51.99' 08*04'1 0" L5 57.62' N61*1 4'1 0"W CL ( LPL ENOINEER OF SUBDIVISIONS OA TE I . . I w DIAL TOLL FREE C2 150.00' 394.00' 75.92' 21*48'47" 1 GRAPHIC SCALE ' _ - _�� L6 149.06' N68*39'1 4"W N I . �� � � C3 I INITIALS DA TE 1 I.. 1-800-227-2600 _, 232.73' 413.00' 11 9.55' 32*1 7'1 4" L7 168.24' N68*39'1 4"W O' 20' 40' 60' 80' 120' 160' z .- a I- PROJECT ENG. 4� (v-w -0q . AT LEAST TWO DAYS L8 31.89' N60*46'38"W NUMMINIMEMMEMd z BEFORE YOU DIG SCALE 1"_- 40' CL APPROVALS wspEcnoN ­� Q� L9 178.09' N60*46'38"W ­_ Q�DEIRGROUND SERME ALM Q- WTR OPERATIONS .­� . __ OF SOUrNERN CAUFORNAJ L10 11"I _: I 1 102.76' I N85*47'02 E I rSWR OPERA77ONS I I - L ��� I R� NOTE: NO. BY DATE REVISIONS: APPIR. DATE SEAL ,0�:����� 1�!)FESS/0 COUNTY MMTY OF RIIVER81DE SEAL It z5slo,ENGINEER 1- .1-1 BENCHMARK: ILD. U36 / , � TRACT MAP NO. 30330-lo F No. 030104 ,q WORK CONTAINED WITHIN THESE PLANS - 0 11 TRANSPORTATION DEPARTMENT 11��? 7111y �, A- I BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 1 S.A. 41 / 33 1 -D 1% ,Q 3. _,,�,�% :-, * SOUTH OF THE SOUTH-WEST END OF A 10, SHALL NOT COMMENCE UNTIL AN Ok 1_1 APPROVED BY: 0i , - COUNTY OF RIVERSIDE I W.O. 10-502 1 ? ENCROACHMENT PERMIT AND/OR A 1:��_ _R& t:!.�_ _,_�� i . RIVERSIDE COUNTY FIRE STATION BUILDING, 3- . ��_ _01) I10 �Z . 7 0 .T -er r-n C.0 GRADING PERMIT HAS BEEN ISSUED. Li Uj cc 37 �d PLANTER, AND IN THE PLANTER BOX SET A CANYON HEIGHTS 1z x 7- � p CK B E Y 0 N D E N 6 I N E E R I N 0 -1 No. 33950 No. 41627 BRASS DISC IN THE TOP OF A CONCRETE POST COORD. 22-B-1 2 1 Z I 1 7 A# 0 v & PROFILE I , ` I I I -1 I , , I I I- , __� I I __�' I , I I � i , I , - �_____11,-�' _____, I - ,__ I ___L___�_ - . I I i I . I I 1 I j --t- I 11 I ",_ I 1 - � i � . I i i _�_ T . T i I t �__15 � I I ___I r-- 1��Hl� L, , I I , - I � - +I I � i I � L61 U141 � i _t - - V_4�1[� i I i Lill - __ 4__� 1 : FZT I I I I __ � I I - I I I ­-1-- ___,���. i I I , I � ; i __ I__ L_ i 1i - I % ___� I ) -' I ""_`llll1llllllll`lllllllll - ___ 1 \ I t , 1 4 Q4U_` � L I ! _"__7 . � I I a - I I --1 4 - I __ � ...:1 Lr) i � _ ! Z;�, -Ri I i I I r - --I-- i I � , , i _14 i i 11 ,--- 1 I i � I I I I , z I I - I � I I I __ � - i ---I I - 1 1 " I � I I i I'i I F_ � T_ - __ - ___- __ _____ � i i __ --- - i I L_ I ! -1-" __�_ _______ I ; - I i I � _�__ 1 14 4 i I , i --i I . I I I \ �\� I -1 �R "';�,;1 1 [1!�;,N[1 1�5,��if",I HL�,i 'i 114S S I",S�IGNS�H!t 1 j-�Ss,,.R',�!i,A,',-,!�A� Exp. 06/30/06 - so""M Exp. 12/31/05 255 E4VF�IINCON ST41EET, BUTE 110 870 STAMPED *M-50-69" AND DATED "NOV 1969", [ SHT. 10 0 1 ;%i�A�­'[A!i;�, ([� ;� )L'1:N HINVON �N f-!E CALM,:-' 1,,�,, �,R!�,.,'.. :" KHALL A. . DA TE ELEV. 1551.272 FEET. - ­ -, 11C, , I , * K Z ',O�:Nl'"JI'RO"A, �R U;:�,�:O,ArRIJ�110,1,1 li�� 14A,A:f �Nc!";;,,1"Ai i3E 1��:)1111V-,:DI BLACK CYN DR & GRANITE RIDGE (L li�� )��i�R%INI(�V� ,(',-'�,:"Bli �­'iU:MN AND R,.i;S:'X:!v'P,�,',S--,,-'I­'P:'��'iA I., ;� R.C. 33950 O�06 1 `,PI 'r L 000.70,i TAL ^730.7610 FAX WWW.INOLTE.C1OM - D-e,&31& Q� �!� C�Pi Y k1p, V%%- f � (X . . . - __ IV%%_ - i zr . W.O. COU 6i (1A1\V 7 . _(:a16&-1W_4_ IMP 4- CA0V PREPAk " NUMBER U_ CA U T1 ON: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these I".*�4 R.C.E. No. SCALE PREPARED FOR: EMPIRE CAPITAL, LLC FILE Uj RECOMMENDCD DATE / ' . DATE ' '141*_01 HORIZONTAL: I'-- 40' VERTICAL: 1"--4' E0201 x plans. All changes to the plans must be in writing and must be approved by the preporer of these plans. I . - - I U x PLOT DATE: 06/02/04 TIME: 3:36 p.m. I � S17_* I � - I ; 7 � � I __ . i i I i d ! 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I I � i I i ; = I I I I ; ! : I . 4 i I ? 1 7 I I I i � t I . I I . I I I I . I I . � � I I I i I � ; � : ; I . ! : i i � i � I : I � I I i i I i � i j 1 i I . I i I I I . � \ I , 1--, i I i � I_/ ; � I i L 3 I . ; . . . I I . ,24000,01101,0MOW � i I I VERT: 1, 4 ! � I - i ; , � 1 I I . , ; , 1 , , . . ; � � I i I i � I � I i . I I ; I . � i ; I 1 1 i i I i IN � __ - i v 9 v__ 6 ­ ,I I a __-__ - -- _____ - 9 9 IS 11im milim i IN � "M�mm" 10+00 11 +00 12+00 13+00 14+00 15+00 HORIZ: 1 - 40 17+00 18+00 19+00 20+00 " I V 13+64.35 . PWA . , .'� " \ PAD= 58.0 B.0 (B-357) - � - 11;,;j 8' 45* HxH BEND PLAN: FALLEN BOULDER RD 4*�/QN?b PLAN: ELDORADO WAY. . PAD= 57.5 \ 11 30, 13+60.39 \ / 30, %00 Ill 1 A.R.&A.V. (B-598) . I I / I J. J. I . 1 Ill -_ � - I I / PAD= 57.8 I .2o, _,I-AM00", x, r--, 4 � I - 1. ;! 4 ,_1 __11 ': I-1 I i P I! �)13 � 11 _,.� �� I/ 21 � 11�) '/ � I /11 112" / / _/ I , I I , . 4 /­� __ - --------- / � I � ") ­?__F­_1 /" /­1 -I;-- __11 ,--, _­ ____ -11 " I'-- __� � I : / j- ; �) fl,/ � i i-, , � ,� ,� ,":1 ,; I `� j __-__ I ��__ , � � � I 11 i PAD= 03.5 � PAD= 04.1 ,. �c I . I ` , �,- - � -1 ZL - z , t 11 i 15+40.80 EC ELDORADO WAY / i 11, " ; -, _� _ �_ I I i I \1 � � / i I ­ - ­��_� � I I I PAD= 57.1 10+00.00 I 1. I I J. J_ / I I! ��; PAD= 94.0 PAD= 95.6 \ I 11 I ; I ;� 11 i / ["� ; � ij �/___,_ � PAD= 97.4 4 \ i ; ;; �� �; !F,--- I i i / FALLEN BOULDER RD / PAD= 60.2 I : / �,I, / /�. ": i9+87.00 BLACK CAN I 4 1i / I. : z, 01-1 ., lwa il 1:J �, 1 1; If '-) - I t . I . � ;, I I 11 = 12+71.00 , . I 1�_ ,� ; 1 19 ! '': / I i : =17+15.28 FALLEN BOULD / , i 127 \ I ; ; �e z I ! i J !; � 111 I � ; I � ,� ­1 �- p � 2 b I \ 8- Pvc i COPPER RIDGE RD PAD= 79.2 " � " 1 8" Pvc i I I , I i I ! I 11 /, � I _', 1, 1- 8" FLG'D TE E I PAD= 01.5 � � I ; i � I PAD= 73.0 1 il � . " '. � .5 C-900,' CL-150 � - I`/ � 10+44.98 FALLEN D I � i I ! I Z__ --- C-900, CL-1 50 1 2- 8" FXH RSGV I E) $� �i I ,� I i - ;I / 8" PVC �, i I �/ / I i i \ � 11-11 7 8" SEWER PAD= 92.0 13' WLY OF � � 1- FxH ADAPT. PI 11 i 11 _z C-900, CL-150 ,�, 1 1549.23 BOT. 18" , ; I 8" PVC 1 � � I � 13' WLY OF i I � I 11 q � , o - - � / I I ; ; I \ 11 - ­,"III*`IIIIIIIIIIIIIIIIIIIII. I . I 1 C-900, CL-150 -AVA.- 6' E'LY OF CE I I 0+28.28 FALLEN BOULOERIRD � i i I-)0 � I I 'TEM u-nL(tiEs \ i ,- 13' WLY OF CE I ,;;, FOMRY hCCX SS ROA0 AVJ1) I ! i \ I 1 17+15.28 FALLEN BOULDER RD ; =10+00.00 BLACK CANYON DR PAD= 04.3 1 1 ; � - � EkSECVN0JT.91ZQ3ffPA9-P1-M (1JSTQ00iEW'r r 13' I --__ : ; I I \ � I I i I I i \ I - ') III .1 ! i 0 =10+06.00 BLACK CANYON DR : i 11 I . �.I ______ I ,�,; I - .i 11 ! � _%%W_- I \ . "­ .. ; ; 17+42.02 \ E2 ____ I ­ - J I R ; ; I I.I., 0 11 88.10 BOT. 8 WTR F � .5 1 1 - /W ; : i I I " ... 'I ------ ; : a I (a�) \ � / 10, - 0 1 i 12+08.00 � i ff 15+69.28 ELDORADO WAY ID/U.1+1+ TOP 8" SWR '; F.H. PER B-362 0 1 \ ; . I . . � I i I I . . \ - 11 . __ 1 F.H. PER B-362 ' ; 10 I M.H. N 0. 34 � - ,� _ / �0_ _.:��___- I ; , I - I � _�Z� ; : � t - - - 7., 1 � t : � , I _�_ i I . . 1, , I (& I � I �R/W __ � . 11) I � b DRAINAGE I L i - � b � �j , o I ; I SD MY!ACCESS ROAC) f 11 ,j f I i ,<r-116mr- I -1 ______f_, I , I" ;1A t I JJ I-I I;j + ESMT I � ______ Cq / ­_ , , � ; ____ __ I I : �_ _� R ,I j I I 11 4D I � I CR)0 - k i I I I _____-1 - �� I k ______ �4 7` . ,I R/W ;// I __ .----,------ ___; :. ,q J; / ) / , - --- ____ 7 --- -__-,---..- P ­ ------,-.--------,., � -______ \ -, It �-I _ j, �Q_� I­ 1� V= il -, ____- ,­ 1! ,I _/ I" � __ ' j ,��-),�,�; / ( - I ij'j, . I I i , : � !1 \ I I'_ -.,- Ll I :, --- 1 (.4 _F -- ___.__­__ ­_--- -_ 11 ________ ____ I ­_ - 11I PAD= 56.2 1 -,.-- PAD= 90.6 IL ____ ____----------- -_=_7_____ 1 ------------�--,-----.--.----.,---------. ___ ____ ____ L I PAD= 04.9 , �-I 8? , " � ct I 94- � 20+41.14 Z� I ­ -1, - 2�11 :; ; ", ,, ­____ LU cc A I ,� - ' 'I I ­ I- Ir , I I 1 -11 11 ---7"- -362 aL � "I �,­ ,�` - .1 I / F.H. PER B ,- � ,;� �, __ - " - - I --- , ,� , ,;,9/00 ." - j.2 . I - Q_� PAD= 57.4 / __ I C1 I I .A W __ \_Q I'll r - __ . - - I - 1- A.V.&A.R. (B-598) . 1: 80__� �� I - 10 I I - - . I . I t 1, 1 -11 `�_ I I 10+06.00 FALLEN BOULDER RD/ � - 11 z I I � - 8" 45* HXH BEND Z I� - In"', i I If I I I . � (A \ CL 1 -12+58.00 COPPER RIDGE RD! I )k. W I i ? -, 14+95.33 .j 0 4I 13' WLY OF (� , / J 11 - Lq =___,__ - ___ --. --..---- ___ - � ,---------------______________ - ____ I I / . i/ I i It \_�a W " , T_7_____ ­_;;::�z-- ,-----7- _______­___._17____. __r__ . --- . - ----------T-, 1 1547 74 BOT. 24" SID I ,; . , T 11I I I h � . _%___r , F.H. PER B-362 ,?L - ''I __F I I ; ---- s i/ \ \ I I, i I I I I �i____- '\ __ I I v- -- \ 1 1546.24 TOP 8" WTR I T 11 I\ I A 11 I �! -I __T V_ -� '_1 �-I ; ! I 1, x / Zo 9+87.00 FALLEN BOULDER R / 12+27.07 BC I �, : \ I i // � ! I , I : \, I �! I'll i i \1 i I i � \ "I', :. . / , ..... , " / i i -7 R/W I 0 a ;� �I �� . \_L ! i ! � 3W =12+58.00 COPPER RIDGE � / i 12+94.89 EC I I ! "I I 1 . ': R/W I � ; I , �_,, :_­ i , 1_: SEE i � I I-J, -4 : , I (& i (& I I 1 . � I � . :! : . z 1- 8" FLG'D TEE I �_ I I � i / + I i 1 8" Pvc I .. j 20+19.22 ) ! I ;I 11 1 . i j . r I :I :, I � i i f I � % 1 a. 2- 8" FXH RSGV (N�(E) / i i I i \ PAD= 86.7 C-900, CL-150 . li I- M.H. NO. 35 � I 11 I 8" PVC I I . I 1� . � ! � , � � i 1, 10+06.00 BLACKC N DR i C * %soeer i ; I ., < I I I � f ,ANY� 1 8" SEWER i I t � I I �E . I 41 opi en jJ16 12 1- 8" FXH ADAPT. (S) ' I I C-900, CL-150 ; 14+62.35 BC FALLEN BOULDER RD � , � � I I RMINUS MANHOLE i I . I I . �, I ! :� 11 . � 1, i 13' S'LY OF � - ;� =17+34.28 FALLEN BOULD R RD i I ; � t � __j i 1 . � I� I i :_1b�!j ; � ; ' I 7. 1 6' E'LY OF ] ' Ul- Ge 140 / ; � 1- 8" 90* HXH ELBOW , .\ I I �� I . I CL PAD= 60.1 � 13' S'LY OF q i I : 1, ; � , I 1; M.H. NO. �8 ! i i Q-1 j . i � I . �; I i . I I � I i � EL : i � \. - I . i I I-J-, ,:j � 1, i I �� e i I ; � I : I ! I i ! : � I i � I I i �e : I ; i . ( i � I ;L I i i ; � I r, �t � 8" SEWER i � i CN I I � I� �. i I i PAD= 64.2 i � 11 I I .1 I I i ; � � 11 :. :I � z 1h I i I I � I i I i ! CL I 11 A 'A 1� I� i , . i i ! I ! I � ; 1 6' N'LY OF q i I . � - i i i Z, J'j- �- I I J-1 -1 III zi 1. 8" SEWER I I IJ2 I a- PAD= 68.8 i � ____­ 20' cr � � PAD= 82.6 1 - ._� �, - 17 _� r__ -Z -5 , - PAD= 74.0 1 "'!,,j,-I �� I i �,i�� ! -,� 11 - a- ; ___� 6' E'LY OF i i I ,--) ! I �, PAD;; 04.1 � i �_, ­ 0 14 ,-,)� I It �_j ,_/ 14 " ,_-,/- : PAD= 79.5 � ./ , Cq I I I 1-- ­/ f I I � , � ,,--,I -1 30* 30' PAD= 98.8 PAD= 00.4 I i ,/ :' PAD= 02.6 PAD= 03.6 i-_< I 1/ - �2 - _-I ---O.- i 1 4 � :� Q_ WATER / SEWER APPROVED BY LINE TABLE 4 PAI= 13.9 SEE SHEET 10 _: EASTERN MUNICIPAL WATER DISTRICT r I LINE LENGTH BEARING I X, L1 325.86' N21*20'46"E I �L CURVE TABLE ::) oc �� 'L%,_ ( &U �8 r TS (o t to b4 . L 2 174.47' N21*20'46"E CL U:11�WIL ENGINEER OF SUBDIVISIONS OA TE I 't DIAL TOLL FREE CURVE LENGTH RADIUS TANGENT - DELTA L3 284.95' N21*20'4601E GRAPHIC SCALE . I 99 I INITIALS DA TE I -1 1-800-227-2600 C1 70.75' 313.00' 35.53 1 12-57'06 L4 165.00' 1 N21*20'46"E O' 20' 40' 60' 80' 120' 160' . :1: I . C2 79.98' 287.00' 40.25' 1 15-58'03" PW 11� - MENOMOMMI a_ AT LEAST TWO DAYS L5 177.23' 1 N86-31'03' I PROJECT ENG. ..n�T - &,-LO-011 BEFORE YOU DIG SCALE 1"-- 40' CL ­­ - I Q� APPROVALS INSPECTION L6 240.07' 1 N73-3,3'57"W a_ WM OPERA TIONS .-I UNDERGROUND SERMCE ALERT OF SOUTHERN CAUFORV I. _: I I I N% - I . SW OPERA PONS I I ­_ I - cl� NOTE: NO. BY DATE REVISIONS: APPR. DATE SEAL ,III...! COUNTY SEAL .:),jj I I 1� I ENGINEER '� . BENCHMARK: __ I.D. U3 3 U35 0" , COMY OF FdVMSM �� �:is, 0- I I ,FESsi \ ttl L ,4 WORK CONTAINED WITHIN THESE PLANS ,,,,, _ �� ­ TRACT MAP NO, 30330-1y IP No. 0490104 A 0 1< TRANSPORTATION DEPARTMENT 6v 4. tl,4 ,,, I., BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 S.A. 41 / 33 ..I SHALL NOT COMMENCE UNTIL AN A:�j 111-1 APPROVED BY: %.& ­�, .I * SOUTH OF THE SOUTH-WEST END OF A COUNTY OF RIVERSIDE W.O. 10-502 � ? ENCROACHMENT PERMIT AND/OR A %_ 611- RIVERSIDE COUNTY FIRE STA11ON BUILDING, 3- CL kcgo 1/1 C) �,�_ GRADING PERMIT HAS BEEN ISSUED. . U 7 0 C.0 1: W 7- Lij -P � PLANTER, AND IN THE PLANTER BOX SET A CANYON HEIGHTS I a� No. 33950 7 / 0. B E Y 0 N D E N 6 I N E E R I N 6 BRASS DISC IN THE TOP OF A CONCRETE POST :C 1 .*/4) I/ O:� N 41627 PROFILE COORD. 22-B-12 ____ �I �I.,II�Mv, ��GINILR �N�t��, IlLSIL P.ANS IS fI�C�l ASIU1I 3HI %�,_'�R�C� I Exp. 06/30/06 - - Exp. 12/31/05 255 EAST/4WON STR T, StATE 110 CMONA, GA. 92879 STAMPED "M-50-69" AND DATED "NOV 1969", SHT. 11 OF 13� -1 ­31� �-q � KHAL .7v. DA TE ELEV. 1551.272 FEET. '­A,C­A3i,-I,'-T�r� X ,,�,H�R ON I �ulll I�F JiScRf 111N�111S IPII�NG Ar-�I� * * * Z, 1�1,�y 1,1,I,.','6 01 - ','4,:N­',S­��,B�RE�'CN'�B�] - AY ,��_�7 II":P,011,�0?,- N�4STj jC':IjN.T�Ip Pp­'�r _ R.C. TE.CW F, P�W'�AN ACCt­��i 1,0�­�:r�I AND RrM�IN�; I 1; IjAN�I UP AlYr�UVA_,,� X 3950 .%OP30106 1 909.739.�700)TE� . 39.7510 FAX WWW.Mx ,�,, R� �, .Noi . . tr 711 .. CL I I I I I 11 Ivil.. - Civ% \-)' - _ - D-e,*.312 I 6i these a-r-I _S�,if'-,-9� 7///,O le- e OF- CA0V �r�__ E. No- ' , ___ , . ___ I ! i , , I I ___ ! i 4 �1_ I I i i I I ! I t i 4 I t I - . t -Z-, -- _i I I Q __ 1-4- �'.­�G - - SL I . I I - 14 � - � - ____�::x , I , , I - __ - ___ I I I I I I � 1 i - 0 1 � �_l --N1 -_____e`_ __Z� I -4- , --I---- 91 i I _ i4 � _A \ I - , I I , ' �___ . , __ ____--______ --- I 1 T � I � I � ' ' I � I ' ' . � ' � -4---- _�_ I I _ , I , , __ ____ M; _7�_____ - -------I i � I , � � � I � � _� - - ____________ i I i- I,"KIF _1� ___ I , � I ( 1�� `� 7 11 I � - �00 , I I OD-I - I- ; I i ! I i . I tf) ( ;_4 41,- 66- - i i i -iIl _�' ___!7__ __-, - I , ___�� i ��11 I 4 � ,'j / � �_�, ; - ______t I I : I , - , I -,- __ - -- , 4_ I I , IIIIIIIIIII� -1 1, ___ ___ - ____+ � I I - I , � - - - --t- .I ---40 ,P,tI,_ __ __ - �. I I__ I , , , i,_ __ T_ __7__ . , � , , - 0 n, tI-----i"I"', �. i i I i . I / U_ The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of CA0V PREPARE� : R.C. SCALE ; W.O. COUt9 JOB NUMBER Uj plons. All changes to the plans must be in writing and must be approved by the preporer of these plans. RECOMMENDEI� DA TE' ' DATE L�k-j_-19 HORIZONTAL: 1"=40' VER71CAL: 1"--4' , PREPARED FOR: EMPIRE CAPITAL, LLC I FILE 4� 11EO XE77 IL I, . ; 201 1 x - -_ - PLOT DATE: 06/02/04 TIME: 3:37 p.m. . I II--------- -- I------------ --------------- -------- I......... I. ------ • O 4 ......... 7 Wj THIrV M rS------------ -------- II -4- -------Qt� III _T 7------CID III +4- --7-4- ------ra2: j IIN kX rv., f\. I(*- (i ------------- ILr IIIIIGO(b) 4.FL I CIO ILr) +U) 00 I __ - --N� 4 O O • fi I DO O O tT !A 0 11T7 T C Or SITReETti __ I ______ L I CA f I O t I+ tL-------- -------- ------ IIIIIIIIIIs=b.0 36 II4 ------ ------- ------ ......-4 I100 , I6 nit II0414 1 I +I---------- IIII7- II1 r-A a ---------- - ---------T- II0 I �Oa 5-1 0 II �00 IO IIIItIG. 8 P V'�c+--(IV 7---------- I-4_1------ t L6 _9 PaT CL IT-------- 57 C)' 7- 1 IIII +1 I9 tI V) -S IN Ri� TPA ILL i JOIN T,�I4 II-6- +-4 R2� L.L /A ITS T�A IN A �O f L_ -tol-t4_TS TS!TR A4--t4-- ___"7S I t Fla IRE�TR 14 A L O/ St I71J/k/4 j --14�T44 Ir UI NI Tom, 11 1. I I O 1 1$.501 L., 6F �SEWER II ;> ­4 I �_)(PPT/Aki-, r.RAnF' ItIA T E OF T'�EE t I +fi IO,F4 IF 81t Sj IMEf? I180.44 0 4 I 8" WE IJO/N V !ALL RES111 TR 1 I- ----------T1 ------40 4 v IERT: 1ii 4 ; - 100116 HORIZ:' 1 40' v 10+00 11 ;00 12+00 13+00 23+00 24+00 25+00 26+00 27+00 BADGER CREEK LN 12+58.00 COPPER RIDGE RD PLAN: COPPER RIDGE RD -rEMPMWCUWF.-SW_ W0UT(LtTIE:6 PHASE 2 300 30' =9+87.00 FALLEN BOULDER RD 12+71.00 COPPER RIDGE RD= EkSEMWT PM SF-PA"TIZ (&M*JAF-%JT 30' 30' PLAN: BADGER- CREEK LN, 1- 8" FLG'D TEE 22+67.47 BC 2- 8" FxH RSGV (S)�N� E 10+00.00 FALLEN BOULDER RD 2-1- 8" FxH ADAPT. 88.5 6- B.O. (B-568)tPAD= 57.5 22+87.10 PAD= 5 .2 PAD= 57.1 PAD= 55.2 .7 PAD= 88.5 PAD= 47.6 1- A.V. & A.R. (B-598)t8" PVC 1-8 HXH RSGV TEMPOW4......................... eAcc-rs* RoAD AAj0Lrr(LtT'E15 C­900, CL-150 - TRACT BOUNDARY t thSIIE MEUr WL SlEf XTIE 13' W-LY OF IPAD= 58.0 23+03.51 PAD= 49.6 27+52.67 BADGER CREEK RD CHEYENNE CANYON DR 1" A.V. & A.R. F.H. PER B-362 8" PVC i 24+96.93 CffYENNE CANYON DR\ 19+97.60 CHEYENNE CANYON DR C-900, CL-150 7 1- 12:x12"X8 FLIG TEE ISGV 13+64.35 23+56.87 TEMP. 6" B.O. 1- 18; FxH R W) SEE SHEET 4 13' WLY B.O. (B-357) PAD= 88.2 M.H. NO. 36 1- FxH RSGV(B-598 TYPE D) R/W 1" A.V.&A.R. (8-598) 1- 12" FxH ADAPT. (E) 23+16.29 EC 20+15.85 CHEYENNE CANYON DR 45* HxH BEND I8=9+87.00 COPPER RIDGE SEWER 8 1- 8" FLG'D TEE nF- N1 6*26'03"E � 4 12" PVC PAD= 77.7(WN 6' N'LY OF C-900, CL-150 N 2 8" FxH RSGV (N) E 1- 8" FxH ADAPT. ____f4_-SD---- 8�1 PVC 25+115.93 CH SLY OF q ; 1 1 13' :�27+41.19 BADGER-150(;+900, CL IPAD= 53.9 1563.42 BOT.12" WTR C) 1 WLY OF 10+06.00 COPPER RIDGE RD PAD= 86.9 PAD= 80.7 1559.62 TOP 8" SWR-7 -7=20+15.85 CHEYENNE CANYON DR ! 1 27+52.67 L1 D I24+51. F.H.�PER B-362 IR/W 1542.37 TOP 8" WTR 1578.77 BOT. WTR PAD- 70.4 1543.37 BOT. 24" SD t 12+25.00 R/W 8" PVC 1571.70; TOP 8" SWR R/W 00.00 COPPER RIDGE RD C-900, C r L-1 50 F.H. PER B-362 20+28.85 CHEYENNE CANYON DR 10+06.00 FALLEN BOULDER RD PAD 58.8 =12+58.00 COPPER RIDGE RD 13' S'LY OF ---------�2+24.�60 18" SEWER 1547.74 BOT. 24 SD C) VARIES N LY 12" PVC F.H. PER B-362 PAD= 85.7 C-4 L3------- OF C-900, CL-1 50 1546.24 TOP 8" WTR 59.5 PAD VARIt87_'__ v 13' S'LY OF 0 0 iI 04 U-1 TEMP. ACCESS ROAD PAD= 57.8 -----------PAD- 57.4 17 12" PVC -900, C 150 C CL 60' 24+42.79 BADGER CREEK RD I R/W 13' S'LY OF t 8" 90' HxH BEND 30' 30'inSEE SHEET 4 27+54.45 CHEYENNE CANYON DR=25+88.80 II27+65.67 BADGER IiF.H. PER B-362 SEE SHEET 11 8" SEWER i N CHEYENNE CANYON DR 24+61.55 8" SEWER - "RIES N'LY FALLEN BOULDER RDPA t D= 84.6 1,3 M.H. NO. 37 6* E'LY OF OF PAD= 69.4 tPAD= 77.7 WATER SEWER APPROVED BY P PA 81.6 AD= 83.3 27+60.21 BADGER CREEK RD EASTERN MUNICIPAL WATER DISTRICT 25+15.94 CHEYENNE CANYON DR _20'_ _20'_M.H. NO. 7 CURVE TABLE LINE TABLE I- - - -30' 30' CrI)IL ENGIT4LER -OF SUBDIVISIONS DATE DIAL TOLL FREE CURVE LENGTH I RADIUS JTAN�T DELTA LINE LENGTH BEARING INITIALS DATE C1 49.88' 1 618.59' 1 24.95' 1 04-37'1 1" L1 11 6.50' N82*03'52"E CL AT LEAST TWO DAYS GRAPHIC SCALE PROJECT ENG. -to- L2 310.44' N07*56'36"E BEFORE YOU DIG O' 20' 40' 60' 80' 120' 160' ct APPROVALS INSPECTION ------- L3 I 310.44' N07*56'36"E ct WTR OPERATIONS UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIAA L4 138.07' N82*03'24"W SCALE 1 �_- 40' SWR OPERATIONS I I NO. BY SEAL COUNTY NOTE: DATE REVISIONS: APPR. DATE �?,oFESS COUNTY OF RIVERSIDE SEAL FESS/0,ENGINEER BENCHMARK: TRACT MAP NO. 30330-1, IP No. 030104 1 I.D. U36 WORK CONTAINED WITHIN THESE PLANS A 0 TRANSPORTATION DEPARTMENT BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 S.A. 41. / 331 SHALL NOT COMMENCE UNTIL AN APPROVED BY: SOUTH OF THE SOUTH-WEST END OF A COUNTY OF RIVERSIDE ENCROACHMENT PERMIT AND/OR A RIVERSIDE COUNTY FIRE STATION BUILDING, 3' W.O. 10-502 co GRADING PERMIT HAS BEEN ISSUED. 7 WECONCRETECANYON HEIGHTS PLANTER, AND IN THE PLANTER BOX SET A No. 33950 No 41627 B E Y 0 N D E N 6 I N E E R I N 9 BRASS DISC IN THE TOP OF A CONCRETE POSTSEWER WATER PLAN COORD. 22-B-1-2] !,FS� l�ANS�S ASSLI,V�; tiE AC'JR C,' Exp. 06/30/06 /C I Exp."I 2/31/105 255 EAT RIN STREET, SUITE 110 CORONA, CA. 02870 STAMPED "M-50-69" AND DATED "NOV 1969", & PROFILE SHT 12 OF 13 HALED OTHMA DATE ELEV. 1551.272 FEET. IOF`,' I'IT C COPPER RIDGE RD & BADGER CREEK LN DF E I THI LN ltiA� 3--Q_ A� Sc"DON,AN, 1,4 P 4S to,R R.C.E. 50 6 06 goo 700 TET 900.730.7510 FAX WWW.NOLTE.com D- a ' 310 6i f1hi NV PREP R.C.E. No.U_ The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of the OF CAJUN SCALE W.O. COU bi Ions must be in writing and must be approved by the preporer of these plans. RECOMMENDED DATE TE DA TE PREPARED FOR: EMPIRE CAPITAL, LLC FILE JOB NUMBER x plans. All changes to the pic [HORIZONTAL: 1 40' VERTICAL: 1"--4' IX,= E020=1 , PLOT DATE: 06/02/04 TIME: 3:38 p.m. I I I i 4 i 1 I 0PR_ P I - t : I i i I I I I OF ST�EETT I I � i , I r i fi a - I ; r � I I _ t U I i I i I I I I iLL.L i_� i , I I I 1 a .r �. . � :_. <._- -- .:_ . . _� _ _ -.- _-_ _. _. i ! [ I i 1 i I i rr^^ 1 i W I 3 { l i t i t # i i , 1 i , -�?- a I i i , N< i ; f _ _. - !-- -- - T I I I. �tJ i I i i 1 i I I i i I i I I , ; i � 1 ; i i C-) i i i i i I r C) i : I r r r i : : , I I , , r I : : : I I J 4 } r i i i I , i i- f - I i ! ((yyam� S f "V f Q 1 i i i i , I i t 1 F : i i I ; ' t i Py i i ' I I } r^ } I I v/ I i i 1 i I , !, , I i r ; { i , R W ryry�� i I i I i 1 I i i h -r r f -m i i 1 i }}I I , i t r ; I ' i , I ; r r , , r" , I I I , , : � r ; _} , r t -�# � t I I r I , I I f I 1 1 .7 1 1 3 3 C. t cd i I I k � 1 , I ! I i I I 1 �' NY A I i t i i I 1 i t Q i i 1 i N i f I i I 1 r r , i ; r .1 T i 1 1 I V 3 i I 1 I I t T I '^ 1 l I RE. H DR AN i D AN F' LIOC' Fl i a TE' E _ i r , : , : 1 I , N L:�A I i i 1 I �✓`il i I 1 i I : r - i t I ! i 3 1 1 i JQ i i 1 I i i N) I e� �V i i _ � I I i I i I I i t I i � I O 1 I i I 1 t 1 t t I I I i I I : i , ; i ; I ; ! I rt; r - i , r : Y I I I i i N N i I i i i t I I 1 i i 1 i I I _ h i i » I —I t r I IT� IWT I I I i I I a : , • : i i t ` - I � —+—r--I-- I I I , I I fiI, , CL . 150 ' FC 0 i I i I - - - — __— -- - - �P�� I I i I i i I i I I I i i I I L+ I 1 I � I I r i ; 9 _ ; I I i — i t I I i i a , I I i i 1 I i i I I i I i 1 i i I I I ; I s , ! I ' I -r 1 r i I f I I I I e I I 1 i I I i i i , I I 1 i i I i I I I i I I i i I i I ; I f I I i I i -1 I i $ 1 I { I I f E I I I I 1 i {{ i f r I I — r r r r r ; O ED`G D C ' r s I i T f i 0 i C(�R I 0 B & 'GUI"I � i f 1 I 14 I I I I i I i I r ; I , r I 06 0. S E 1 WA !N SIG 18 k 1 �0 t : r I . ; ; , i , ,% �ttS�ltl�tlG�A�b€ I � --i----}-I II ; : I I I I I ► r t r i ; � ! lE D RI R :TO R T! 1 C S A! - r I I I I, 1 1 i 1 i I I 1 6 i i i i I i I I I % ! i : I - -- --�- I 1 - 1 � i I I I i I i 6� SG T I I 1 r B _ I I I i ,� # t I r i ; , , 1 � I 1 I I I i I i i 3 I I I I I � i I +l1.31 B.TA 2 G{. N MIT I T THIN I S I i R T AI LL ,J OIN � I i S R 4� 1 i � _ I , 1 , i - fi i i I I I r i I i 4 i 1 I i I t I c� ca-fwici f i i I r , , i z3��rT-Tr�T- i , I I i i 1 1 I I s I i � I i I i i i I I i I I k I I i _ I i i f 2 r , r r I I i � I i I I I I i I i i i i I I i i I i t i I I I I i ; ; , I I i i k 1 I I i I i I 1 i i i i I I i I i I i I I i{ I {{ 1 1 i I I I 1 _ .. I r i I I 1 , I I T I i i i # i i i 1 i I , r i i I 1 i 4 I : 5 f _ , t � , i f I I I 1 1 i 3 I i— 1 , I i I i I i i i I I 1 I i i , 1 I I I i I i t 1 I I ! I 1 I i i I i i I i i I I i 1 , I , I I r i i , i I I r , r 1 ( ( -I- -__..___._---._-. _.__T-_.__`_ --• _. _.•_. .. , -i" k r i -1 -i -..," -t"� -- t - .�-i- _-1-- - _"- _-I---•-`"- .� ,,_.-----'-'--._-_..- .----{-- ---t_._.__. t , i — --'a'-- ---rt— - - --:'--i--r—'--k"-- - -i- --}— i I —�'- I t { t i — i i 1 1 4 E I HRI 1 = 40 19+00 20+00 21 +00 22+00 23+00 24+00 0 Z: PLAN: CANYON HEIGHTS DR PLAN: GOETZ ROAD 19+69.44 - - `� 7 '' 22+66.93 EC I r' 0 Y' M.H. NO. 41 FUTURE M.H. NO. 1 PER 20+66.93 PHASE 2 UTILITY PLAN o TRACT BOUNDARY g" SEWER F.H. PER Bl 362 6 WILY F.H. PER B-6.00 67 C.O. PER SB-52 • - �' ' � 362 I _ - --- OF CL PAD= 22.4 - - ---- -- - - -- - -- $ PAD= 22.8 4 R/W _.. PAD= 23.3 TEIAAORARY COLD -- --- ------- - _ __ --- _�__ ,. ------ - - -- - I 5 EPATE N Tf�t��n - _ _ t S - - y r cv left Z Z ' - 6Au o SEWER LATERAL_ R/W '' EX. A.R&A.V. EX. POWER POLE 20+00.10 SITE SEWER SERVICE 1514.1.2 TOP 11"WTR J -- 1515.12 BOT. 8 SD _ �19+59.74 '�. 19+78.59 BC - ' r -- 12" PVC 89+49.45 HOT TAP EXISTING � TEMP B.O. B-561 �► � 'I � � �/�-- - C-900, CL 150 � " " " w 12" FxF RSGV SCHOOL SITE WATER SERVICE 15' STY OF 18 W/L W/ 18 x6 TAPPING SLEEVE 12" 90• HxH BEND PER EMWD STD. B-590, TYPE-B AND 6 FxF RSGV BY EMWD AT a 19+67.34 DEVELOPERS EXPENCE. INSTALL 6" FxH A.V. & A.R. j ADAPTOR AND 6" PIPE HYDRENT PER B-362 i 1-12" HXH RSGV a WATER i APPROVED BY m EASTERN MUNICIPAL WATER DISTRICT _ G(io/O`E' CURVE TABLE IL ENGINEER OF SUBDIVISIONS DATE CURVE LENGTH RADIUS TANGENT DELTA GRAPHIC SCALE � DIAL TOLL FREE INITIALS DATE 1-800-227-2600 C1 526.67' 835.00' 272.43' 36'O8,19" 0' 20' 40' 60' 80' 120' 160' PROJECT ENG. 'T" �(,p-O AT LEAST TWO DAYS C2 299.59' 856.00' 151.34' 20'03'10" - APPROVALS INSPECTION BEFORE YOU DIG SCALE 1"- 40' WTR OPERATIONS �^ UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA Q SWR OPERATIONS � NOTE: N0. BY DATE REVISIONS: APPR. DATE SEAL COUNTY SEAL ENGINEER a WORK CONTAINED WITHIN THESE PLANS QROFESS/O COTY OF FU�� OFESS- BENCHMARK: I.D. U36 / U35� PR N TRACT MAP N0. 30330-1, lP No. 030104 �o A '�� TRANSPORTATION DEPARTMENT �o H 7< BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 - S.A. 41 / 33� a SHALL NOT COMMENCE UNTIL AN ��Q- ��� dry Fti� APPROVED BY; ��,Q' �• ACG �ti� 4 ' SOUTH OF THE SOUTH-WEST END OF A COUNTY OF RIVERSIDE W.O. 10-502 ENCROACHMENT PERMIT AND/OR A Q' �i 2 t� RIVERSIDE COUNTY FIRE STATION BUILDING, 3' CANYON HEIGHTS C.O CL w Y z f w Ax ys' PLANTER, ANDNINSTHE PLANTERCBOXRSET A GRADING PERMIT HAS BEEN ISSUED. j No. 33950P/j No. 41627 B E Y O N D E N t1 1 N E E R I N 0 BRASS DISC IN THE TOP OF A CONCRETE POST E COORD. 22-B-12 Q Exp. 06/30/06 Exp. 12/31/OS 255 EAST STREET SUITE 110 CORONA, CA. 92879 STAMPED "M-50-69" AND DATED "NOV 1969", S W E R W A T E R PLAN & PROFILE r'I t\5 s Rt O, E F f OR SHT. 13 OF 13 '1 f IL ER;ON In 1 t� OF 7ISCR NlPIU;':5(RSN HALED OTHMA P.E. DATE * * ELEV. 1551.272 FEET. CANYON HEIGHTS DRIVE s r R.C.E 3950 EXP 6/3 6 / 909.739.5 00 L 90 7 .7510 FAX WWW.NOLTE.COM CAUTION: The engineer pre poring these tans will not be responsible for or liable for, unauthorized Chan es to or uses of these OF A\-�F �-✓ �Q l� �__ F O CIV►L �� _ LL g p p g p p g qTF C V 1� OR\P qT OF CALIF �� PREPARED R.C.E. No. SCALE W.O. CoU D NUMBER8'3 x plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. RECOMMENDED DA _ DATE HORIZONTAL: 1"= 40' VERTICAL: PREPARED FOR: EMPIRE CAPITAL, LLC _ FILE IE0201 PLOT DATE: 06 02 04 TIME: 3:39 p.m. EA TERN MUNI IPAL WATER DISTRI T RIVERSIDE COUNTY, CALIFORNIA QUAIL VALLEY 11 TANK FILL LINE pR• 0� GP��O , CANYON LAKE PROJECT LOCH 77ON F " PROPOSED 18" PVC PAJ4 PIPELINE u m SOUTH CANYON c.t . PROPOSED 2.18 MG L IJ I, I PASEO W VORA WA TER RESER I/O/R LAKE ELSINORE ti d G� PASEO DE LA PAZ EMWD BOARD OF DIRECTORS PRESIDENT - RICHARD R. HALL N► VICINITY MAP VICE PRESIDENT - RANDY A. RECORD NOT TO SCALE LOCATION MAP SEC AON 30, TOWNSHIP 5 SOUTH, RANGE 3 WEST BOARD MEMBER - RODGER D. SIEMS NOT TO SCALE SECTION 30, TOWNSHIP 5 SOUTH, RANGE 3 WEST WATER PIPELINE NOTES BOARD MEMBER - DAVID J. SLAWSON 1. WATER PIPELINE AND APPURTENANT C01VS7RUC770N SHALL BE IN ACCORDANCE WITH EMWD STANDARDS AND SPEC/f7CAA0WS. BOARD MEMBER RONALD W. SULLIVAN 2. PR/OR TO CONSTRUCTION OF PIPELINES; CONTRACTOR SHALL EXPOSE EX/STTNG WA TER SYSTEM AND VERIFY ITS £XIS77NG ELEVA 7701V AND LOCH TTON. 3. BLOW-OFFS (COLOR CODED RED) SHALL BE INSTALLED /N ACCORDANCE WITH STD. DWG. 8-357, AS INDICA7F0 ON 7HE PLANS. GENERAL MANAGER ANTHONY J. PACK GENERAL NOTES 4. AIR VALVES SHALL BE INSTALLED WITH ACCORDANCE WITH STD. DWG B-598 OR B-367 TYPE A OR B, AS INDICA 7ED ON 7HE PLANS. 5. WA7E'R SYS7FM PROFILE ELEVA7701VS ARE TO CEN7E'RLINE (CENTER GRADE) OR PIPE. 1. DURING GRADING OPERATIONS, 7FMPORARY DRAINAGE CON7ROL SHALL BE PROVIDED BY 6. INSTALL LOCATOR WIRE OMSR W47FR MAIN PER S7D. DWG. B-656. CONTRACTOR TO PREVENT POND/NG WA7bT AND DAMAGE TO ADJACENT PROPERTIES 7. 7FLEME7RY TO BE INSTALLED PER S7D. DWG B-533, WHERE CALLED OUT ON PLANS. AND EXIS77NG FACIL/7TES. 2. DUST SHALL BE CONTROLLED BY WA 7E"RING OR OTHER APPROVED METHODS. FOR PVC PLASTIC PIPE 3 SURPLUS OF EXCA VA 7ED MA,TERI L SHALL BECOME THE CON7RACTOR'S PROPERTY AND IS TO BE DISPOSED OF OFFS/TF UNLESS 07HERWSE INS7RUCTTD) AND SHALL NOT 1. ALL PVC PIPE .THROUGH 12-INCH D/AMEIE"R SHALL BE TYPE C-900, CLASS 150. ALL PVC PIPE GREATER THAN 12-INCH SHALL BE 6 APPROVED : 9 f 3 /O4- 4 HOURS OF OPERA TON SHALL BE FROM 7 A.M. TO APM, MONDA Y THROUGH FRIDA Y. TYPE C-965, CLASS 235, DR 18, PIPE SHALL CONFORM TO A WTYA SPEC/FICA PONS CHARLES j3ACHMANN, ASS/S TAN T GENERAL MANAGER ENGINEERING DA TE 5. THE CONTRACTOR SHALL CONFORM TO ALL LOCAL, STALE" AND FEDERAL REGULATIONS 2. RTTTNGS FOR PVC PIPE SHALL BE DUC77LE OR GRAY IRONN, FITTINGS SHALL BE FLANGED, BOL7ED MECHANICAL JOINTS, OR PUSH-ON REGARDING THE USE OF EXPLOSIVES TO AID THE GRADING OPERATION. JOINTS, AND SHALL BE CEMENT MORTAR LINED AND TAR (SEAL) COA 7ED PER EMWD STANDARDS AND SPECIRCA 770NS. CONTRACTOR SHALL MAKE HIMSELF I J. ALL DUC77LE OR GRA Y IRON RT77NGS SHALL POL YETHYLENE ENCASED A T THE 77ME OF'INSTALLA 1TON PER EMWD STANDARDS AND SPEC/FICA 77CNS. 6. NOT ALL EXISTING ROCK NGS ARE SHOWN ON CON7RUC177N DRAWINGS. AWARE OF EXISTING S/7F' COND/110NSS, 4. JOINT RESTRAINERS FOR PW PIPE SHALL BE INSTALLED ON ALL MAIN LINE PIPE JOINTS WITHIN SPECIFIED ✓aNT R£S7RA/NT LIMITS AND ON ALL 7 STORM GRAIN PROFILE ELEVA770NS ARE TO FLOW LINE OF PIPE. ALL JOINTS OF WA TFR APPUR7FIVANCE LA 7FRALS OFF MAIN LINE PER S7D. DWG B-663. 8. PROPOSED CONTOURS SHOWN ON PLANS INDICA 7ED RN/SHED EARTH SURFACE OR FINISHED TOP OF ASPHAL T AS INDICA 7ED /N 7HE PLANS. ALL CUTFOR CIVIL AND C STEEL PIPE 9 HAY AT AAND RATFLOF OONPEEBALEALL PER 225OSO fFET WHICH SHALBE MS7EVE9 AND SHALLL BE SHEEPSFOOT ROLLED TWICE PER CAL 7RANS STANDARDS TO ANCHOR PLANT MA 7FR/AL IN PLACE. 1. ALL CMt&C S7FEL PIPE SHALL BE CLASS 150, EXCEPT WHERE N07ED OTHERWISE PIPE SHALL CONFORM TO AWWA SPEC/FICA7701VS. la /T SHALL BE CONTRACTOR'S RESPONSIBILITY TO APPLY TO THE RIVERSIDE COUNTY 2. ALL S7EEL CYLINDER PIPE SHALL BE BONDED AT RUBBER GASKET JOINTS /N ACCORDANCE WITH S7D. DWG. B-638. INDEX OF SHEETS 7RANSPORTA770N DEPT., PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK J. S7EEL CYLINDER PIPE JOINTS SHALL BE fULL Y WELDED, DOUBLE PASS, A T EACH PIPE JOINT WITHIN SPEC/F/ED WELD LENGTH L/M/7S PERFORMED W17H/N PUBLIC RIGHT-OF-WAY, AND ACCEPTED FOR PUBLIC USE, AND TO THE BUILDING AND SAFETY DEPT. FOR A GRADING PERMIT AND TO BE RESPONSIBLE FOR SA 77SFAC TOR Y 4. SHOP DRAWINGS FAR CML&C S7FEL PIPE SHALL BE SUBMI77ED AND APPROVED BY EMWD PRIOR TO FABR/CA 77ON. COMPLIANCE FAR ALL CURRENT ENVIRONMENTAL REGULA 770NS DURING THE LIFE 5. INSULA 7ED JOINTS AND 7EST STA 77ONS SHALL BE INSTALLED PER S7D. DWG B-660 WHERE INDICA 7F9 ON THE PLANS. SFEET NO. MAWMIG NO. TITLE OF CAN57RUC7701V AC771477ES FOR THIS PROJECT IN ADD177ONS, COPPER AND BRASS PARTS SHALL BE ELEC7RICALL Y INSULA 7ED FROM S7EEL PIPE. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED KWK AREA, 6. LINE CURRENT TEST STA 77ON SHALL BE INSTALLED PER STD. DWG B-662 WHERE INDICA 7ED ON THE PLANS. 1 G-1 TITLE SHEET CONTRACTOR MUST INFORM COUNTY OF CONIIS7RUC770N SCHEDULE A T LEAST 48 HOURS 7. MAIN LINE APPUR7ENCES (SUCH AS BLOW-AcFS) SHALL USE NON-METALLIC PIPE WHERE POSSIBLE. IRON PARTS 2 G-2 INDEX MAP PR/OR TO BEGINNING OF CONS7RUC7701V PHONE (909)955-6790. SHALL BE PRO 7FC7ED PER EM00 SPEC/FICA 7T S. 3 M-1 FILL LINE PLAN AND PROFILE 12. ALL MA 7ER/ALS, 7ES77NG AND INSPEC77ON OF PIPES /N PUBLIC RIGHT-OF-WA Y SHALL CONFORM TO THE REQUIREMENTS OF THE RI WRS/DE COUNTY AND AMER/CAN WA 7ER WORKS ASSOC/A 7701V 4 M-2 FILL LINE PLAN AND PROFILE (AWWA) STANDARDS. FA/LURE TO MEET ANY OF THESE REQUIREMENTS AND STANDARDS WILL NOTIFICATIONS 5 M-3 FILL LINE PLAN AND PROFILE BE CAUSE FOR RE✓EC7701V 6 M-4 FILL LINE PLAN AND PROFILE 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL AND MAINTAIN ALL CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITY COMPANIES CONSTRUCnON, REGULATORY, GU/DE, AND WARNING SIGNS WITHIN 7HE PRO.ECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE 7R4VELING PUBLIC AND AT LEAST 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION: ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UN77L THE FINAL COMPLE7701V OF THE PROJECT. EASTERN MUNICIPAL WATER DISTRICT (909) 928-3777, X 4830 14. APPROVAL OF THE PLAN BY EAS7FRN MUNICIPAL WA7FR DISTRICT DOES NOT CONS7T ux (ATTN: FIELD ENGINEERING) A REPRESENTA 7701V AS TO THE ACCURACY OF THE LOCA 7701V OR OF 7HE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND U77LITY PIPE OR S7RUC7UR£ WI7H/N 7HE LIMITS OF COUNTY OF RIVERSIDE (909) 275-6885 THIS PROXCT. 7HE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR 7HE PROTEC7701V UNDERGROUND SERVICE ALERT (800) 422-4133 OF ALL U77LI TIES WI THIN THE LIMITS OF THIS PROJECT. 15. ALL PUBLIC 57REETS SHALL BE KEPT CLEAN AND FREE FROM DIRT AND/OR DEBRIS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN STREET CLEANING SEAL COUNTY NECESSITATED BY THE OPERA 7701V. Y OF RIVERME COUNTY OF RIVERSIDE, CALIFORNIA COUNTY OF RIVERSIDE, CALIFORNIA o QgoFEssi � TRANSPORTATION DEPARTMENT DEPAR ENT OF HEALTH FIRE DEPARTMENT 16. COF AN ALL U77LITY CROSSING 7RENCH BACK9LL PER EMWD STANDARDS AND SPEC/FICA 77ONS. A. 0 Fyn APPROVO BY: b� / l NEERS CEQTI F1 CA T1 OA/ 17. S£PARA 110N REQUIREMENTS BE7112�EN WATER AND SEWER LINES SHALL CONFORM TO STA TF HEALTH CODE Y ' � APPROVED BY APPROVED BY- STANDARD. No. 33950 7- �,�a"i r S_ 'f, _ p¢. I CElperwy 7;(T ime cwsfew or ma w.47=7 gwsm,4 ""' 18. ENCROACHMENT PERMIT SHALL BE APPLIED FOR AND OBTAINED fROM RIVERSIDE COUNTY 7RANSPORTA7701V EV. 06/30/06 KHALED A. OTHMAN, P.E. DATE 171f le IAI ACCGepAA/CE W/Tff 7we mocuIxamew72F mascwtam=ll DEPARww,, PERM/T SEC770N FOR ALL WORK PERFORMED W11N/N PUBLIC RIGHT AF WA Y. ,By-T I2iva ,sigE Gocicrry��,cE D�pA"Irrow�iVT. *�qT 01V1` � R.C.E. 33950 EXP. 6130106 FOR HEALTH DEPARTMENT, RIVERSIDE COUNTY CA. FOR FIRE DEPARTMENT, RIVERSIDE COUNTY CA. F OF CAUF° tom•.`. $'2c f" RECOMMENDED DATE DATE: - 1 Q _ DATE:C� -z y� 7 - JON B• 154660A i Re. 435¢3 DATE SPECIFICATION NO. 901W-D1 REVISIONS SEAL ENGINEER PREPARED UNDER THE SUPERVISION OF: DATE EASTERN MUNICIPAL WATER DISTRICT I.D. U-32 DESIGNED: NO. DATE INITIAL DESCRIPTION APP'VD / DATE Q�pEESS/pH EAS RN MUNICIPAL WATER DISTRICT DESIGNED RIVERSIDE COUNTY, CAUFORNIA S.A. 41 �'_ 19..p DRAWN W.O. 10-370 `� y B. E BA DATE TRACED TRACT MAP N0. 30330-1 IP No. 030104 DIAL TOLL FREENOD DRAWN: y S B C.0 65868 g Z � CHECKED No.W43W = COUNTY OF RIVERSIDE "" REFERENCES ROJECT NAGER DATE SUBMITTED COORD. 29D-60 1-800-227-2600 B E Y O N D E N 8 1 N E E R I N 8 �'J`-7Dr� QUAIL VALLEY l l TANK AT LEAST TWO DAYS DATE: * TIAL DATE SHT. 1 OF 6 BEFORE YOU DIG i5MJf �� PROJECT ENG. 819 _ �7 UNDERGROUND SERVICE ALERT OF SOUTHERN CAUF~ 858.3 AVENUE OF BCENCE, 800E 101, 8AN DES, CA. 92128 'lF C I , 0 INSPECTION 2 SCALE: AS SHOWN FILL LINE D 04/ 868.886.0600 TEL 868.386.0400 FAX �.�IOLTECOM JOB N0: OF Cp��E APPROVALS WTR. OPERATIONS - TITLE SHEET G-1 MAINTENANCE -Z ABBREVIA TIONS: ANG PT - ANGLE POINT L2 - EXIT LENGTH BO - BLOW OFF LP - LOW POINT CC - CENTER OF CUR VA TUBE N - NORTHING CG - CENTER GRADE NTS - NOT TO SCALE CL - CLASS OR CENTERLINE OC - ON CENTER CML&C - CEMENT LINED & COA TED STEEL PC - POINT OF CUR VA TURF CMP - CORRUGA 7ED METAL PIPE PH - POT HOLED E - EAS77NG PI - POINT OF INTERSECT ELEV - ELEVA 77ON POB - POINT OF BEGINNING E/P - EDGE OF PA VEMENT POE - POINT OF ENDING F&l - FURNISH AND INSTALL PRC - REVERSE CUR VA]URE FxF - FLANGE x FLANGE PS - PUMP STA 77ON STA. 22+1 i:28 FxH - FLANGE x HUB PT - POINT OF TANGENCY HOT TAP EXISTING 6" CML&C WATER FL - FLOWLINE R - RADIUS W�16"X6" SADDLED OUTLET CONNECTION WITH 6" FXF- R S.G.V. BY EMWD FS - FINISH SURFACE RCP - REINFORCED CONCRETE PIPE AT DEVELOPERS EXPENSE a INSTALL. CONCENTRIC INCREASER Gl - 07RANCE GRADE RCFC - RIVERSIDE COUNTY FLOOD CONTROL 6'X8 5�F*H YAPTER, 1" CORP. STOP RESTRAIN Old WftD ✓bfiVT, # b. G2 - EXIT GRADE RSGV - RESILENT SEAT GATE VALVE 4� REQUIRED. r } GB - GRADE BREAK R TU - REMOTE 7ELEME77?Y UNIT gCCSS 5 HP - HIGH POINT RT - RIGHT -- STA... 26+27.2 �pq� . TO ` .."TEE FLA f lE - INVERT ELEVA 77ON SO - STORM DRAIN LFY // 2A v tD INV - INVERT STA - STA 77ON 18 C905 PVC WATERLINE �� _ " - _:. Tq/� FxH ADAAPTOR ( cw> O K - RA 1E OF VER77CAL CUR TURF SS - STAINLESS STEEL '` ��, � � � z s G 18A F�F RS.G.V. S ' - NCE LENGTH -P, „1 ( � Ll EN1RA TOA TOP OF ASPHAL T 1 L� - LT - LEFT TOC - TOP OF CONCRETE s SOUTH CANYON DR/yE : 8 FXF R.S.G.V S 2 FxH ADA &s) I PTOR i • i - , . i - :�Jb _ ESTIMA TED QUAN TI TIES: - SHEET 5 6 . SHEET 2" AIR RELEASE STA. 9+25.65 LENGTH OF PIPE..................2,842 — L.F. SHEET 4 •,.. r VACUUM COMB. 2" BLOW OFF VAL VES................................ 7 VALVE PER B-367 PER B-362 AND GUARD POST WITH GUARD -. '. (1) 6" R.S.G.V. PER B-665 RAIL PER B-665 . PROPOSED (1) 18" R.S G.V. CQ 2. 18 -lI�I G (1) 2" AIR RELEASE—VACUUM COMB. VALVE WATER (1) 2" BLOW OFF N RESERVOIR (1) 12" BUTTERFL Y VAL VE SHEET 3 () O Fl TANGS............................... 14 .. - (1) 90 BEND (2) 45' BEND (3) 22.5' BEND (8) 11.25' BEND rnr: BASIS OF BEARINGS THE BASIS OF BEARING FOR THIS MAP /S THE N.G.S. FIRST ORDER CON77NUOSLY OPERA 77NG REFERENCE STA 77ON (COBS) "ESWR DIAMOND VAL LAKE W DAM GRM" STA 1+00.00 LEGEND: NAD 83 CORDINA TES (EPOCH 2000.35): N= 2,248,986.27, E.= 6,313,143.92 AND E EXISTING BLIND REMOV FLANGE AT END,�POFQRVALVE THE N.G.S. FIRST ORDER CORS PPBF PERRIS PUMP BACK FAC GRM NAD 83 CORDINATES I NEAT E IN PROPOSED 18 x'uj4 `�` ' _ PASEO VI VORA " RESILIENT SEA T GA IF VAL VE FxF (EPOCH 2O00.35): N=2,248,986.27, E=6,278,619.28, l.E. N. 31'30'44" W, 66,053.17 FEET PVC C905 CL235 WATER LINE BUTTERFLY VALVE FxF IMPLEMEN TING FA CILI TIES: BENCHMARK: x � B.O. B-357 QUAIL VALLEY I/ TANK PARCEL DEEDED TO EASTERN MUNICIPAL WATER DISTRICT BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27' SOUTH OF THE SOUTH—WEST END OF �---� COMBINA RON A.V. & A.R. A RIVERSIDE COUNTY FIRE STATION BUILDING, 3' EAST OF THE WEST END OF A CONCRETF PLANTER, AND IN THE PLANTER BOX SET A BRASS DISC IN THE TOP OF A CONCRETF POST E=I RESTRAINED F1777NG END STAMPED "M-50-69" AND DA TFD "NOV 1969" ELEV. 1551.272 FEET. s FXH ADAPTOR HUB FITTING END CON TRA C TORS RESPONSIBILITY- WA TER LINE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF EXIS77NG WA TER LINE CONSTRUCTION OF THIS PROECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,• THA T THIS REQUIREMENT SHALL APPL Y CON77N000SL Y AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECT70N W M THE PERFORMANCE OF "K ON THIS PROJECT, EXCEP77NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. SEAL COUNTY COWY OF RNERME O??,OFESS/p ` TRANSPORTATION DEPARTMENT 0ry Fyn APPROVED BY: a Y 7 GRAPHIC SCALE No. 33950 Z M _ �� 8 o¢ 0' 50' 100' 150' 200' 300' 400' Exp. /�/� SCALE 1"-- 100' * KHALED A. THMAN, P.E. DATE kp C'V1� R.C.E. 33950 EXP. 6/3%6 �TF of CAU'vf RECOMMENDED DATE SPECIFICATION NO. 901W—D1 REVISIONS SEAL ENGINEER PREPARED UNDER THE SUPERVISION OF: DATE EASTERN MUNICIPAL WATER DISTRICT I.D. U-32 DESIGNED: NO. DATE INITIAL DESCRIPTION APP'VD / DATE Q�pfESS/pN EAST RN MUNICIPAL WATER DISTRICT DESIGNED RIVERSIDE COUNTY, CAUFORNIA S.A. 41 c�0 Dye 8. SfB '�! fl`!- DRAWN W.O. 10-370 4� �yINTRACED TRACT MAP N0. 30330-1 IP No. 030104 c.o 658�g DIAL TOLL FREE DRAWN: h B. SEBBA DATE k 004M Z $ Z OQ CHECKED COUNTY OF RIVERSIDE c.� m 1-800-227-2600 B E Y O N D E N G I N E E R I N G a '� " REFERENCES P JECT MA AGER DATE SUBMITTED AT LEAST TWO DAYS DATE: # DF. b 3a�ot * TIAL DATE SOORD. 290E 6 6 BEFORE YOU DIG sr �� PROJECT ENG. O QUAIL VALLEY l l TANK 15000 AVEMJE OF SCENCE, SUTE 101, SAN DE00, CA. OM 7 C/V 1` 8 UNDERGROUND SERVICE AERr OF SOUTHERN CNJFORNIA 858.885.0500 TEL S58MAW FAX WWWAMTE.COM lF OF chv�� APPROVALS INSPECTION E!V t O SCALE: AS SH GOWN FILL LINE JOB NO: WTR. OPERATIONS —0 INDEX MAP G-2 MAINTENANCE $-2-4 55' RESTRAINED JOINTS 223' RESTRAINED JOINTS O 0 04 STA 6+78.86 �� / 8" CML&C WATER 1 fi30 BOT. ELEV 1630.00 CDF W 1630 ' _ W S - -0 0191 J W C� � ui � EXIST GROUND AT EL ��� w v ' N » U) (0 F-< 1620 00 J OZ 1620 1 IIQwwF: 223 RESTRAINED JOINTS / / wmz m i co w w o J � Z Q . wQm H U' O w r O ppA29 TnUrnrnNU O CO / w J w N to / C.G. 18" PVC C905 CL 235 o M � WATERLINE NTH LOCATOR AND 1610 o u7 a TELEMETRY WIRES 1610 + + w w S Q Q � S cn 0.0197cn U 006 cO " 10 EXIST $ L6 II W AIR + w N -i w H (� VERT: 1 4' 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 �C <a \ 0 0 CL PROPOSED 18" PVC C-905 N w Z w = _I > 00 . J .-- w o o Q ` _ RIGHT-OF-WAY PROPOSED 18" PVC C-905 GOETZ RD STA. 6+44.85 m w 3 TIE IN POINT (PH) 0 0 Q a Lo N 2202044.75 CL-235 WATER LINE @ 9' W/O CL �� 2" AIR RELEASE 90F BEND, Fx V. N z Q � N � E 6261886.18 RIGHT-OF-WAY VACUUM COMB. FxH ADAPTOR S&N EXIST. EMWD 8" IE 1603.97 W/ LOCATOR AND TELEMETRY WIRES - VALVE PER B-367 STA. 6+44.85 ) O (n w a_ J = U DETAIL A - - POST- 2" AIR RELEASE CML&C WATER x x z_ A B - - j P B-665 g " VACUUM COMB. PER D-4739 O w ¢ w I 1+ C 2+00 3+00 D 4+00 5+00 cn 00 DETAIL B FND 1 IRON PIPE PER VALVE PER B-367 + o Q v I_� /I o R of S 14/54 & 55 WITH GUARD POST PER B-665 Z � / - I STA. 6+78.86 a a N U /�j - - +7-4.,, _ N4 oT- - FOG _ _ _ F OE PAVFM NT _ rn Of w Z Q a STA. 1+40.00-ANG PT T N 00'48'66" E "TER X-ING 8" WATER Iv BOT 8 W = 1630.00 STA.1+20.00-ANG PT c"_ o TOP 18" W = 1627.10 EXIST. EMWD 18" PV-/C I " - - 7- i + - - - o DETAIL "B" C-905 WATER LINE EXIST. EMWD 8 WATER PER D-21052 - PER D-1165 NTS RIG�iT-OF-WAY EXIST. EMWD 8" WATER �"_ ABANDONED 4" WA WATER R + �- PER D-1165 v I EX T 8 CML&C - - -- _ I 17.8 SEE SHEET M-2 EXIST. EMWD 8" CML&C WATER ; MATCH LINE STA 7+00 30 30' ER D-4739 I I < "All DETAIL A o U) � o NTS GOETZ ROAD O BEARING/DELTA RADIUS LENGTH TANGENT END STATION MIT SEAL COUNTY COY OF RNERME z A NO2 65'94"E - - 20.00 1+20.00 QFtOFESS/ON TRANSPORTATION DEPARTMENT 1. ANGLE EACH LEG OF THE 900 BEND DOWNWARD TO ACHIEVE THE TWO r, B N01 6594"E - - 20.00 1+40.00 ���o a oT�F APPROVED BY: SPECIFIED SLOPES. PULL JOINTS IN ACCORDANCE TO RECOMMENDATIONS ' - - W Y i FROM THE PIPE MANUFACTURER ON EITHER SIDE OF THE BEND TO ACHIEVE GRAPHIC SCALE C N00 9594"E 34.11 1+74.11 No. 33950 " _ _ L � - Z,�- G d- FULL 90 . 0 20 40 60 80 120 160 � N00 48 66 E 470.75 6+44.85 Ev. 06/30/06 KHALED A. OTHMAN, P.E. DATE 2. TRENCH BACKFILL AND SURFACE REINSTATEMENT TO BE DONE AS PER ls�x"T c1V1l- �� R.C.E. 33950 EXP. 6130106 RIVERSIDE COUNTY STANDARD No. 818. SCALE 1"= 40' E S8930'58"E - - 1207.35 18+52.21 F OF CAUVO RECOMMENDED DATE SPECIFICATION NO. 901W-D1 REVISIONS SEAL ENGINEER PREPARED UNDER THE SUPERVISION OF: DATE I.D. U-32 E7 DESIGNED: N0. DATE INITIAL DESCRIPTION APP'VD / DATE DESIGNED EASTERN MUNICIPAL WATER DISTRICT - S.A. 41 Qs�o ESS/oa �ti �� EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA rsiOL3 M ���o �ol► B. SFB�'�l� -'--'�" `�� DRAWN TRACT MAP N0. 30330-1 W.O. 10-370 DRAWN: y �, JON B. SEBBA DATE � � IP No. 030104 C.0 DIAL TOLL FREE � I *m I IAL g Z 04 CHECKED COUNTY OF RIVERSIDE COORD. 29D-60 W "D� O36-° REFERENCES PROJECT M AGER DATE SUBMITTED1-800-227-2600 BEYOND ENGINEER I N G DATE: DATE QUAIL VALLEY TA NK SHT. 3 OF 6 AT LEAST TWO DAYS l PROJECT ENG. B G o. BEFORE YOU DIG 858.385.0500 &AV EL SCENCE,NW 101 FAX 8AN WnAMT WM JOB NO: �lFGlf I CA1\EpQ� APPROVALS INSPECTION 2 SCALE: AS SHOWN FILL LINE PLAN AND PROFILE D- UNDERGROUND SERVICE ALERT OF SOUTHERN ClWFORNIA MAI OPERATIONS GOETZ RD STA 1 +00 TO 7+00 M-1 MAINTENANCE �2-QIf 937- 55' RESTRAINED JOINTS 223' RESTRAINED JOINTS O I O STA 6+78.86 8" CML&C WATER / BOT. ELEV 1630.00 CDF W 1630 1630 W S ' —o.o1s1 Z J W C) EXIST GROUND AT CL �� w v i d V) Qw m rn > > cl) I > 0 c0 U) � N > 1620 00 r- wZ 1620 I I 0 Ld + >ZF— Q LLJ 223' RESTRAINED JOINTS // / (n w mz w � m Q . Q :2 F— Oow-- 0 � S 0 co W J W _ N v Sri "� / C.G. 18" PVC C905 CL 235 o M (0 WATERLINE NTHLOCATOR AND 1610 0 I TELEMETRY WIRES 1610 o U) II LLI J S � W (n (n 0 / m C� 100 = 001g7 0 S CD n � � EXP SER 8 N n WA + > N W J W Q F— 0 (n 0 VERT: 4' I 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 0 \ o 0 LAN 114/'o�- CL PROPOSED 18" PVC C-905 N w z W > 00 Z > � o I.- - PROPOSED 18" PVC C-905 _ GOETZ RD m w b 0 w Q RIGHT-OF-WAY STA. 6+44.85 TIE IN POINT (PH) 2" AIR RELEASE 90' BEND, FxF c� a a ,� N 2202044.75 — — — CL-235 WATER LINE @ 9' W/O CL N FxF 18" R.S.G.V. z_ 0 0 0 � E 6261886.18 VACUUM COMB. ( ) EXIST. EMWD 8" � z Q c- N IE 1603.97 W/ LOCATOR AND TELEMETRY WIRES RIGHT—OF—WAY VALVE PER B-367 FxH ADAPTOR (S&N) 0 w = v DETAIL A — — ST— STA. 6+44.85 2" AIR RELEASE CML&C WATER 00' w x z A B C P B-665 9 VACUUM COMB. o Q �` o I 1+ 0 2+00 3+00 D 4+00 5+00 00 DETAIL B RNof 1S 140 54 PIPE PER PER D-4739 + � _1 I c / WITH GUARD POST PER B-665 VALVE PER B-367 oza ' - / y Q � Q ~ v - E QE PAVEMENT _ C° STA. 6+78.86 U) N — +-74.�� nnir PT— — EnG �. N af w z— Q STA. 1+40.00—ANG PT T 4 N 00'48'66" E } E � ` "TER X—ING 8" WATER c _ I ry BOT 8 W — 1630.00 STA.1+20.00—ANG PT c"- o TOP 18" W = 162?.10 EXIST. EMWD 18" PVC �— i i DETAIL 11Bee C-905 WATER LINE EXIST. EMWD 8" WATER I PER 5 WATER 2 _ PER D-1165 RIG�IT-OF-WAY EXIST. EMWD 8" WATER U' ABANDONED 4 WA R + „ J EX T 8 CML&C WATER 17.8 �- I PER D-1165 NTS SEE SHEET M-2 I EXIST. EMWD 8" CML&C WATER I MATCH LINE STA 7+00 30,_I 30,PER D-4739 I < DETAIL "All o U NTS GOETZ ROAD O BEARING/DELTA RADIUS LENGTH TANGENT END STATION SEAL COUNTY COUNTY OF RIVERSIDE A N0265'94"E — — 20.00 1+20.00 pFtOFESS/ TRANSPORTATION DEPARTMENT NOTE: �PF B NO165'94"E — — 20.00 1+40.00 - 0 a 0 ��F APPROVED BY: 1. ANGLE EACH LEG OF THE 900 BEND DOWNWARD TO ACHIEVE THE TWO 1�- SPECIFIED SLOPES. PULL JOINTS IN ACCORDANCE TO RECOMMENDATIONS N00 95 94 E C ' " - - 34. 11 7+74. 11 w Y z FROM THE PIPE MANUFACTURER ON EITHER SIDE OF THE BEND TO ACHIEVE GRAPHIC SCALE � No. 33950 � �.�_�` 8 � �—0¢, FULL 90°. 0' 20" 40' 60' 80' 120' 160' D N00'48'66"E - - 470. 75 6+44.85 0/O6 Exp. 06/3 KHALED A. OTHMAN, P.E. DATE 2. TRENCH BACKFILL AND SURFACE REINSTATEMENT TO BE DONE AS PER s�T CIV1, ��P* R.C.E. 33950 EXP. 6130106 RIVERSIDE COUNTY STANDARD No. 818. SCALE 1"= 40' F S89 30'58"E — — 720735 18+52.21 F OF CAUFO� RECOMMENDED DATE SPECIFICATION NO. 901 W-D1 REVISIONS SEAL ENGINEER PREPARED UNDER THE SUPERVISION OF: DATE EASTERN MUNICIPAL WATER DISTRICT - I.D. U-32 DESIGNED: NO. DATE INITIAL DESCRIPTION APP'VD / DATE FESS/pN9 EASTERN MUNICIPAL WATER DISTRICT DESIGNED RIVERSIDE COUNTY, CALIFORNIA S.A. 41 %- SF�B9l�^ 7-l 4-o y DRAWN _ W.O. 10-370 y TRACED TRACT MAP NO. 30330 1 , I P No. 030104 G o 6 �, DRAWN: y �, JON B. SEBBA DATE DIAL TOLL FREE � Wo. C04N3 m S Z OQ CHECKED COUNTY OF RIVERSIDE COORD. 29D-60 1-800-227-2600 B E P O N D E N G I N E E R I N G DATE: * REFERENCES PROJECT MA AGER I IAL D DATE ATE SUBMITTED SHT. 3 OF 6 AT LEAST TWO DAYS sl �� PROJECT ENG. 8 0 ' QUAIL VALLEY I 1 TANK BEFORE YOU DIG 15090 AVENUE OF SCIENCE, SUITE 101, SAN DIEGO, CA. 92128 9 C 1 V \ ' 858.385.0500 TEL 858.385.0400 FAX WWWAOLTE.COM JOB NO: IFGIF Cps\F APPROVALS INSPECTION SCALE: AS SHOWN FILL LINE PLAN AND PROFILE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA WTR. OPERATIONS GOETZ RD STA 1 +00 TO 7+00 M-1 MAINTENANCE 2-Q � 3 u 34 RESTRAINED JOINTS 229' RESTRAINED JOINTS STA €6+84.86 8 WL&C WATER CDF BOT.;ELEV 1630:00 S _ 0. _ _ 0201 0 , Ld - EXIST GROUND AT CL N > > _ - cn 14 ul c� i I N =iW > _ - U) I,t1_ _ to ,- oa ,a w Zul t6620 � / C] F- 223 RESTRAMED JOINTS, .- w Q i--0 o w% O wl N w W Uto C.a. 18 PVC C905 CL 235 _ 0 0 WAIF WITH LOCAL AND- o, cw II Z + 0• _ Q; Q M N 197NU 006 O Ito 0 , WAR _ N W NO _ VERT: 1 = 4 HORIZ: 1"= 40' 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 0 0 CL PROPOSED 18" PVC C-905 N w z W 2 .J > 00 z > o GOETZ RD _ .J OwQ m L� �- � y o IL O TIE IN POINT (PH) RIGHT-OF-WAY r PROPOSED 1$�� PVC C-905`. STA. 6+50.85 z o 0 o n, N 2202044.75 � CL.-235 WATER LINE @ 9' WHO CL � 90' BEND, .G. 2 AIR RELEASE xF 18" R.S.G.V. N EXIST. EMWD 8 R. I- z Q N E 6261886.18 & ) o cn w IE 1603.97 RIGHT-OF-WAY - 7 . FxH ADAPTOR (S N VACUUM COMB >' STA. 6+50.85 CML&C WATER x X z " , ?ETAIL A - W LOCATOR ANk3 TELEMETRY WIRES r VALVE PER B 3S62" AIR o w Q �` - `n _ _ A - - _AND VACUUM COMB• 0 0 - - g C _. - PER B 665 ` y . PER D-4739 1 - o_: D R i - I= +00 3+DO c�_ 4+00 5+00 6+00 AIL, 367 O Q U D o P R of 1S 14/54 PIPE WITH GUARD POSTPER B-665 u. -, ,a 4T . z ._ ,... . F- w J Z > _ , � ._._. 1 ._..._,STA. 6+84.86 _ cn w ? Q a oN = - - FF)GF OE PAVEMENT - - - - WATER ;, i . H TER X-ING 8 STA. 1+40.00-ANG PT N 00 48 66 E _ _ 8" _ - N = 1630.00 . - _ H W STA.1+20.00 ANG PT 7' TOP 18 W = 1628.10 11 11 EXIST. EMWD 18" PVC 1 = - _ _ _ _ 0 DETAIL B C-905 WATER LINE _ _ - - w - EXIST. EMWD 8" WATER ABANDONED 4 W R 8" C PER D-21052 _ * ST ML&C WATER ------- --_---- - -- -- ;, PER D-1165 RIGHT-OF-WAY EXIST. EMWD 8" WATER NTS 17.8 PER D-1165 SEE SHEET M-2 _I I EXIST. EMWD 8" CML&C WATER MATCH LINE STA 7+00 �_30'----3(j' PER D-4739 "All C DETAIL A < cn � o NTS O BEARING/DELTA RADIUS LENGTH TANGENT END STATION SEAL COUNTY couNr�r � RNERM GOETZ ROAD ,q NO2 25S4"W - - 20.00 1+20.00 PROF A. TRANSPORTATION DEPARTMENT NOTE: B NO125'54"W - - 20.00 1+40.00 � �O a O ti<�� APPROVED BY: 1. ANGLE EACH LEG OF THE 900 BEND DOWNWARD TO ACHIEVE THE TWO c) SPECIFIED SLOPES. PULL JOINTS IN ACCORDANCE TO RECOMMENDATIONS C N003594"W 34.11 1+74.11 Y i 1-- FROM THE PIPE MANUFACTURER ON EITHER SIDE OF THE BEND TO ACHIEVE GRAPHIC SCALE N00826"W 470.75 6+50.85 No. 33950 pS! FULL 900. 0' 20" 40' 60' 80' 120' f60' - - Exp' 06/30/06 KHALE A. 0�MAP.E. DATE 2. TRENCH BACKFILL AND SURFACE REINSTATEMENT TO BE DONE AS PER E S89 30'S8"E 1206.8 18+57.65 * '♦ R.C. 3395013%6 `�q2F o JV01 �1�o�a�' RIVERSIDE COUNTY STANDARD No. 818. SCALE 1"_ 40' - - - arc� RECOMMENDED DATE SPECIFICATION N0. 901 W-D1 REVISIONS SEAL ENGINEER PREPARED UNDER THE SUPERVISION OF: DATE EASTERN MUNICIPAL WATER DISTRICT I.D. U-32 DESIGNED: N0. DATE INITIAL DESCRIPTION APP'VD / D T Q�VESS/C EASTERN MUNICIPAL WATER DISTRICT DESIGNED RIVERSIDE COUNTY, CALIFORNIA S.A. 41 09/23/04 JOP MOVED ALIGNMENT 7' SOUTH OF SO. CANYON DRIVE CL c`O 0� 8 SFB��I �j t'J -IZ- OctDRAWN W.O. 10-370 DRAWN: SUPERSEDES APPROVED PLAN DATED 08/02/04 H� �� `�, JON SEBBA DATE O TRACED TRACT MAP N0. 30330-1, IP No. 030104 C0 65868 I�IAt. TOLL FREE � No. 3 z CHECKED COUNTY OF RIVERSIDE 1-8500-227-2600 B E Y O N D E N G 1 N E E R I N G � E1P. 06/3%6 REFERENCES PROJECT MA AGER DA E SUBMITTED COORD. 29D-60 AT LEAST TWO DAYS DATE: IbQAL DATE QUAIL VALLEY I i TANK SHT. 3 OF 6 BEFORE YOU DIG S m AVENUE OF SCIENCE, SUITE 101, SM DEGO, CA. em l'l C/V\ PROJECT ENG. / - 28703 u allo , , , ,F M•M•� T& �•�•� FAX www.NOLTE:COM JOB N0: FOf CA1.��`°� APPROVALS INSPECTION N SCALE: AS SHOWN FILL LINE PLAN AND PROFILE WTR. OPERATIONS o GOETZ RD STA 1 +00 TO 7+00 M-1 1 MAINTENANCE o ` O 5 _ Q f 324 RESTRAINED JOINTS r a EXIST GROUND AT 'CLico STA 13+91.60 LiJ W ;4„ CML&C WATER w W _ _ _ �. APPROX. IE `1_643.6'0 �-- c� Z .______._ t&3� I _. ICD CMG. 18 PVC C905 CL �35 son EXIST GROUND AT CL / 043 °° '�WATERLINEMATH LOCATOR AND I- M __P �N r� STA 14+3T 16_ s „ -1"El:EfiAEl�tlf MARES _W -� � �.✓- fl� 4 CMLBcC WATER;;� i APPROX. IE 1644. i4WSTA 9+17.11 / ABANDONED S2 CMP 48 STORM DRAIN 01MIN 3' APPROX. IE ELEV 16193 _ _.¢ CDF F CLEARANCE g4cq CID p2 /C o° p 0 o II >co _ . _ w 11 'n M d- o w Q rn m f,, t9 N - o--<� to Q C.G. 1 E" PVC C9'05 CL 235 r6 II rn Ln v _ WATERWNE VNTH LOCATOR AND rn p IF . O + >Z �, n tEMETRh MARES uj r� _. , Dow >� m � _ - z .arm rn �'w cV ¢ .w:m CV I M _ C9 Ln dto NUS �0� p� O 00 Goo II STA. 9+00.73 ' + STA. 9+31.69 Go w CG. ELEV = T615.27 CG ELEV = 1615.25 + > n w s - . J J 45-_BEND_ S 0_001.4 _ _ 45 BEND - . ¢ w _ 18" CM4&C' STEEL PIPE cn VERT: 1 = 4 _ ALL JOINTS TO BE FULL WELD DOUBLE PASS HORIZ: 1"= 40' z 7+08u"If .T+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 SOUTH CANYON DRIVE K CL PROPOSED 18" N PVC C-905 PIPE BLOW OFF Q PER B-351 „ „ 0 0 - 7 VALVE PER B 36 Q EXIST. 6 CML&C WATER ABANDONED 4 WATER h W GUARD RAIL -. f - O 11' N 0 CL PER D-1164 f - _ PER B 665 „ RIGHT-OF-WAY r ~ EXIST. 8 CML&C WATER 1 11 -_ , 11 N 0 CL PER D 1164 ST _ _ DETAIL. _ C 18 WATER X-ING 48" CMP SD A o . EDGE OF PAVEMENT - a_.. o_ WNTS_ BOT SD 1619.30 ..... , 0 — — 4+9(z TOP W = 1615.99 ln�n , — — o— W - - - - � - - _;_. �a�nn 1.7 �.nQ W 1 N 1 uj EDGE OF PAVEMENT- o o _ Z \ DETAIL C _. _ W ABANDONED 4 WATER -- _ Z W PROPOSED 18 PVC C 905 � W = 3 RIGHT-OF-WAY _ STA. 9+55.00 _ �� CL-235 WATER LINE @ 7' S 0 CL `< BLOW OFF ¢ ¢ C PROPOSED 1 PVC 5 co a o) w CO LO jr 3 CL-235 WATER LINE @ 7' S/O CL = W to o i ao o WIETRH G ARID W/ LOCATOR AND TELEMETRY WIRES g _ r _.. ._ Ul o a °° tea . - �r . N �; - W/ LOCATOR AND TELEMETRY WIRES a + ¢ +¢ RAIL PER B-665 ,� Do 0 w O) d CO co 0 ¢ a z co .- Z co a o I co I F- X Ems- F-z cn x II II x (n Li 0 (n ILL. 18" CML&C STEEL PIPE �? Q C Q � I DROP 3 I i QF tea- a � OIll D,omo SEAL Q�)FESS/ COUNTY TRANSPORTATION OF EPARTMENT SOUTH CANYON DRIVE A. O y�F APPROVED BY: Y ' 2 NOTE: No. 33950 z �> v 1 a y 1. TRENCH BACKFILL AND SURFACE REINSTATEMENT TO BE DONE AS PER BEARING/DELTA RADIUS LENGTH TANGENT END STA77ON GRAPHIC SCALE 0' 20" 40' 60' 80' 120' 160' �' 06/30/06 HALE A. OTH AN, E. DATE RIVERSIDE COUNTY STANDARD No. 818. E S89 30'S8"E - - 1206.8 18+57.65 , _ *�q�F Owl 0�� R.C. 33950E /3%6 SCALE 1 = 40 OF-CA40V REC MMENDED' DATE SPECIFICATION NO. 901W-D1 REVISIONS SEAL ENGINEER PREPARED UNDER THE SUPERVISION OF: DATE EASTERN MUNICIPAL WATER DISTRICT I.D. U-32 DESIGNED: NO, DATE INITIAL DESCRIPTION APP'VD / ATE pf ESS/ EASTERN MUNICIPAL WATER DISTRICT DESIGNED RIVERSIDE COUNTY, CAUFORNIA S.A. 41 8/4/2004 AM REVISED LOCATION BLOW-OFF, STA. 9+55.00 O 6. SFB��I �, to -12-O DRAWN W.O. 10-370 DRAWN: 09/23/04 JOP MOVED ALIGNMENT 7' SOUTH OF SO. CANYON DRIVE CL ,` � �� `- JON B. SEBBA DATE _ TRACED TRACT MAP NO. 3033"0-1 , IP No. 030104 C.0 65868 DIAL TOLL FREE SUPERSEDES APPROVED PLAN DATED 08/02/04 `-' NO, _ CHECKED COUNTY OF RIVERSIDE r., COORD. 29D-60 1-800-227-2600 B E Y O N D E N G I N E E R I N G DATE: W.06)" REFERENCES PROJECT MANAGER DA E SUBMITTED SHT. 4 OF 6 AT LEAST TWO DAYS s INITIAL DATE QUAIL VALLEY l l TANK BEFORE YOU DIG 16000 AVENUE OF 8CENCE, SUITE 101, SAN DEW, GA. siM t' I V�` �� PROJECT ENG. ! r 28704 UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORM sse'se�'oM TEL SIII&M 0400 FAX WWWAMTEGOM JOB NO: lF Of c A����� APPROVALS INSPECTION SCALE: A S SHOWN FILL LINE PLAN AND PROFILE - WTR. OPERATIONS SO. CANYON DR STA 7+00 TO 18+00 M-2 MAINTENANCE '--' °131W LIU i 6� O O ♦ O 0 co 1640 1 , 1660 W UJ W 324' RESTRAINED JOINTS ,L / W W 05$ / m — / / � J = W CD/ S i o � g`L 0 °Z EXIST GROUND AT CL W J � � o°� 0 II = W + (� W = / i STA 13+85.56 / �' J �. 4" CML&C WATER ' ' Q 0 V APPROX. IE 1643.60 1630 F' / 16 / ,� IDENTICAL 1650 Q C.G. 18" PVC C905 CL 235 EXIST GROUND AT CL p��3 POINT STA 14+25.95 WATERLINE WITH LOCATOR AND � _ � � S ' TELEMETRY WIRES —� — `D 4" CML&C WATER v 00 II APPRDX. IE 1644.54 STA 9+11.07 / + ABANDONED N w S = _0 01g1 2 CMP 48" STORM DRAIN w MIN 3' APPROX. IE ELEV 1619.3 a cD CLEARANCE v / m co i rn m 0 � CD p 0294 o N pA1$ C3 r J 0 p. 0 II Ln II / S L w 1640 CD N �� w Q N 0) m Ur � J L cD °' I N Q w C.G. 18" PVC CL 235 cn v WATERUNE LOCATOR AND 00 II 0 co N v TELEME HARES °� p CD �� II 0 + WZ N M M Mrs N . Lu W 0)j J Ld O 00 u7 � (nU� � (�m � � 0 � L N C)� 00 r II STA. 8+94.69 STA. 9+25.65 II N II CG ELEV = 1615.27 + bi 0 w CG ELEV = 1615.23 rn w w w 45' BEND S = -0.0014 w 0 45' BEND Q 0 N 0 N C) 18" CML&C STEEL PIPE cn 0 VERT: 1"= ' ALL JOINTS TO BE FULL WELD DOUBLE PASS HORIZ: 1"= 40' 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 1 00 12+50 +00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 SOUTH CANYON DRIVE CL PROPOSED 18" -VC C905 PIPE STA.9 f50.DD Z�s �"gxaw O oFCF R 8--357 [HiTf� ° ° Gd,,4/?V f1,414 PEf? O B-G65 EXIST. 6" CML&C WATER ABANDONED 4" WATER r 1 EXIST. 8" CML&C WATER GHT-OF-WAY 11' N/0 CL PER D-1164 _ c° DETAIL "C" 11' N/0 CL PER D-1164— — — —STA 9+11.07 — — — — — — — M 18" WATER X-ING 48" CMP SD 0 EDGE OF PAVEMENTS BOT SD = 1619.30 + �— NTS W TOP W = 1615.99 E 1 0 = W 0 } 8--00 9+00 DETAIL +00 11+00 589'30'58"E 12+00 f 13+00 f f 14+00 15+00 16+00 17+00 18-1 W Z EDGE OF PAVEMENT 0 W W �. Z = (u ABANDONED 4" WATER —A I — — — - I co PROPOSED 18" PVC C-905 w w -- J W = STA. 9+,5o.D0 RIGHT-of-wAY PROPOSED 18 PVC C-905 0) V BLOW OFF v CL-235 WATER LINE @ 13' S/O CL � 3 I ui F— l 0 w PER B-357 0 o �/ LOCATOR AND TELEMETRY WIRES 0 0 _ "- M CL-235 WATER LINE @ 13' S/O CL I = W Q m WITH GUARD �F- / M W/ LOCATOR AND TELEMETRY WIRES +o N RAIL PER B-665 +o cn z �Q �< � X II II � x L i w � w+ + �AL �L 30 ~ j 18" CML&C STEEL PIPE ~ _ ^ 00q j a DROP aom0 0Om00 I I I I SEAL COUNTY COUNTY OF RIVERME O QFtOFESS/pNW, TRANSPORTATION DEPARTMENT SOUTH CANYON DRIVE Ory F APPROVED BY: 7 2 NOTE: Ld z �/ 1. TRENCH BACKFILL AND SURFACE REINSTATEMENT TO BE DONE AS PER GRAPHIC SCALE . 33950 06/30/06 ' ' �z 9- 24-0� RIVERSIDE COUNTY STANDARD No. 818. O BEARING/DELTA RADIUS LENGTH TANGENT END STAT70N 0' 20" 40' 60' 80' 120' 160' * * KHALED A. O THMAN, P.E. DA TE E S89 30'58"E - - 1205.33 18+43.46 s R.C.E. 33950 EXP. 6130106 � C�y��. ��P SCALE 1"= 40' qTF OF CAUXF RECOMMENDED DATE SPECIFICATION NO. 901W-D1 REVISIONS SEAL ENGINEER PREPARED UNDER THE SUPERVISION OF: DATE EASTERN MUNICIPAL WATER DISTRICT I.D. a-32 'rEDESIGNED: No, DATE INITIAL DESCRIPTION APP'VD ATE RpFESS/f EASTERN MUNICIPAL WATER DISTRICT DESIGNED RIVERSIDE COUNTY, CALIFORNIA S.A. 41 i 814el2o� AM RE✓�5�1-0C4r�Ory�,LDW-ofj5TA9f50.00 C w o¢ ��o o� e. sFe9��� m-.� � ��-rg..o TRACED TRACT MAP N0. 30330-1 IP No. 030104 DPAVVN W.C. 10-370 c.o 058r"c' DRAWN: ? 6, JON� SEBBA DATE Z Q? CHECKED C DIAL TOLL FREESICA. C-, Na C043543 m REFERENCES COUNTY OF RIVERSIDE COORD 29D-60 1-800-227-2600 B E Y O N D E N G I N E E R I N G DATE: * p(p.aG-3o-oa* P CJECT MA AGER INITIAL DATE SUBMITTED AT LEAST TWO DAYS s � T QUAIL VALLEY l l TANK SHT. 4 OF 6 BEFORE YOU DIG ,5oeo AVENUE OF 3CENCE, SLATE ,o,, SAN DIEGO, ca. a2i28 r'l� c I ���� PROJECT' EN c. C C A L E L. AS SHOWN FILL LINE PLAN �N D PROFILE D— f 7,' 858.385.0500 TEL 858.385.04-00 FAX WWW.NOLTE.COM JOB NO: OF c ho\ APPROVALS INSPECTION 2 O UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA WTR. OPERATIONS SO. CANYON DR STA 7+00 TO 18+00 M-2 MAINTENANCE 7rW -2-0 i 310' RESTRAINED JOINTS / 200' RESTRAINED J01 TS 240' RESTRAINED JOINT f PROPOSED FINISHED GRADE ,moo / AT OF ACCESS ROAD ti o• S � 1690 1 10 1740 1770 / gyro PROPOSED FINISHED GRAD p0 AT CL OF ACCESS ROAD 5 0 ii Z m 150' RESTRAINED JOINTS EXIST GROUND AT CL / + w m N m ADO of M 0 00 N EXIST GROUND AT CL o ul / STA 21+14.72 S = 0.1116 N II � ° N r- ii + PROPOSED .FINISHED S = 0.0489 10" CMP LO > GRADE AT OF 0 / - o m 4 + II IDENTICAL APPROX. ET0695D DRAIN / N w S = 0.0663 4. STA 19+00.15 o+ m of " J �_ ACCESS ROAD 8„ CML&C WATER N • o • w POINT 1730 U) v N 1760 1680 ,n cn a 17 �� S = 0.0942 APPROX. IE ELEV 1677. 3 �1 Q N N II N U S = 0.0838 ci N w S = 0.0767 m 1h�� -� 1 ul 0 ii ui S = 0.0592 0l o ,D� S - OAF 2 0 / �v MIN 3' CL .QRANCE o - IDENTICAL IDEN AL co (6o + II POINT �, I N PAINT s = o.118s m W N r + W ooN J / 01760 W 1 Mm $ 0 •- w I WMvI Q O0� � Tyw C7 rnz � m ui oN � r °Mrn IIW) � mv � N f f cq w J ° N (6 o -o - o � + Q = W. D � W0 , + MN ZOpN W + w + + N p m4- � 04 NW o o U m .o I + HNZ + z >N > ' D > 1670 = { 00 1690 tn c'j LO Ni 1750_ J 1720 NJm N m co _wo Nw < < ^ j � LOZ + c < - U)N m N � n c �m ^ +J N � � ncnu > cnp 00 r-05 `' ~ cV > � MB N J. . ILO± � w v oM ui W � WATERLINE WATH LOCATOR AND v � o m M N II + > ` t°c•4 c c Z W >C" �oO U 00 m + w o - > oU 0 II N N C + > Q J ca cnU 00 J N a STA. 26+06.32 w - , N W11.25' BEND o A. 23+52.80-GB STA. 25+53.99-GB v VERT. 1"= 4' G ELEV = 1712.02 CG ELEV = 1743.42 HORIZ: 1"= 40' -*01 1710 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 O BEARING/DELTA RADIUS LENGTH TANGENT END STATION Of NOTE: F N7974'02"E - - 63.83 19+16.04 1. TRENCH BACKFILL AND SURFACE REINSTATEMENT TO BE DONE AS PER G N6759'02"E - - 40.00 19+56.04 I RIVERSIDE COUNTY STANDARD No. 818. - - Q H N56 44'02"E 60.00 20+16.04 I / N4529'02"E - - 60.00 20+76.04 ��� 30' 30' I J N34'14'02"E - - 70.74 21+46.78 I I STA. 22+11.28 K N2159'02"E - - 29.51 21+76.29 DETAIL D ST I HOT TAP EXISTING 6" CML&C WATER � N gSA 22+19 WITH 66" SADDLED R S G.V.OUTLET EM CONNECTION NECTION L N2059'02"E - - 20.00 21+96.29 \ RT .29 STEED P/p� Gq I FXF EXIS AT DEVELOPERS EXPENSE EXIST. 8 CML&C WATER M S19 59'02"E - - 20.00 22+16.29 TO T 8„ WATER I INSTALL CONCENTRIC INCREASER TO QUAIL VALLEY TANK \ o PER D-4126 N S6450'35"E J. 22+19.29 RIGHT-OF-WAY ��� 23+00 PRO ECT VALLEY I RESTRAIN OR WELDRJOINTSOAS STOP , L STq `� \\,\ �� \O V EXISTING q PLACETAIVK REQUIRED. 0 S74 55 51 E - - 387.03 26+06.32 3 45. 22+16,29 ER SINE r �NGes oo, ;yQT I 8 PVC C900 Q RT 24,L00 BMW sAAle, � cAb I CL 150 P S63 40 51 E - - 46.82 26+53.14 STA. 21+96.29---i�-_ STA. 26+06.32 I Q S41.10'51"E - - 46.82 26+99.96 K 3 ANG PT �� ay�� s=G ey 11.25' RT I � �J x � o STA. 26+27.25 I EXIST. 6" CML&C S EXIST. 6" CML&C WATER '�� 00 "�` x ANG PTA h �' ' '� 18"x18" TEE FLANGED 11 W/O CL Tq a / STA. 21+46.78 i PER D-1164 22�11 11' N/O CL PER D-41 z2,6 O / J 11.25' LT �� \\ �'' 18" FXF R.S.G.V. {N) c BLIND FLANGED 28 N, PROPOSED 18 PVC C 905 ��,` 26+0 2-FxH ADAPTOR (E&W) \ CL-235 WATER LINE @ 5' S/O CL - I CL PROPOSED 18" Q\ %K STA. 21+14.72 PVC C-905 STA 22+11.28 ii 18" WATER X-ING 10" CMP SD W/ LOCATOR AND TELEMETRY WIRES 18 FXF R.S.G.V. S 0 �� \\1 BOT 10 SD­-=-�5.59 1 s / P 18"X8" FLANGED TEE 0 TOP 18" W = 1692.42 �T-4 z / 0 ♦ STA. 26 53.14 Q O 8" FXF R.S.G.V. (W) p x 8 Op 2 FxH ADAPTOR (N&S) 0 � O I 48 XBX� G y 22.5' T �� ■► r 11 11 O \ STA. 20+76.04 AY i8 I',y sgq G d N ABANDONED 4" WATER 11.25' LT ��y i DETAIL D , Q A. 2 +16.04 ���r, 91 .e� R x0� 11.25' LTA �� NTS _ 3 W 9 2 - W W � � - / STA. 19+56.04 Z 11.25' LT UNTY / SEAL COUNTY = _ 19+p0 CO OF �V�SDE J o QFtOFESS/p�< TRANSPORTATION DEPARTMENT 00 TA. 19+16.04 11.25' LT 0 A. 0Ty 'n APPROVED BY. W A. 19+00.15 ^tih STA. 18+ Y z J , " CML&C WATER `� _ ., ,;2s I GRAPHIC SCALE No. 33950 /t 0' 20" 40' 60' 80' 120' 160' Ev. 0s/30/06 ' I EXIST. 8 CML&C WATER 3 * * KHALED A. O THMAN, P.E. DA TE R.C.E. 33950 EXP. 6130106 I PER D-4351 _ qTF o' F I \1� \\ SCALE 1"= 40' S. RECOMMENDED DATE I SPECIFICATION NO. 901W-D1 REVISIONS SEAL ENGINEER PREPARED UNDER THE SUPERVISION OF: DATE EASTERN MUNICIPAL WATER DISTRICT I.D. U-32 DESIGNED: N0, DATE INITIAL DESCRIPTION APP'VD / DATE pFESS/ EASTERN MUNICIPAL WATER DISTRICT DESIGNED RIVERSIDE COUNTY, CALIFORNIA S.A. 41 1111010 R 0 i 8141ZX.,1 ,414 AvoEbfloTT,4A-, T,�eVgLV455rA Z�f65oo UW %4 p4 O �� B. SFB��I -�-.� 6-7- !4_ ot4 DRAWN W.O. 10-370 �` JOW B. SEBBA DATE TRACED TRACT MAP NO. 30330-1 IP No. 030104 , DRAWN: c� / C.0 aS$r DIAL TOLL FREE W k C043543 ' 9 Z cal CHECKED COORD. 29D-60 - E�.oc_�o o� REFERENCES PROJECT MAN ER DATE SUBMITTED COUNTY OF RIVERSIDE t 800 227-2600 B E Y O N D E N G I N E E R I N G DATE: � * I TIAL DATE QUAIL VALLEY I 1 TANK SHT. 5 OF 6 AT LEAST TWO DAYS Lp l PROJECT ENG. 8 BEFORE YOU DIG �AV�TEL SCIENCE, SUITE0F Xi, SAN �CATs� JOB No: ' OFI cA��E��� APPROVALS INSPECTION ,r6 o SCALE: AS SHOWN FILL LINE PLAN AND PROFILE �- t _ UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORN M A N TON AN CEI ON S z_2 S 0. CANYON DR STA 18+0 0 TO 2 7+0 0 M-3 j6so U U i 310 RESTRAINED JOINTS 200 RESTRAMED JOINTS 240 RESTRAINED JOIN _ _PPOPOS ED _FINISHED _GRADE AT CL OF ACCESS ROAD C� _...._._-._. 1 PROPOSED, FINISHED GRADE Q / ' AT CL OF ACCESS ROAD O 5_ co O t0 O m� 150 RESTRAINED- JOINTS EXIST' GROUND AT CL + 0 I` _ _ cct _ _ as^ ,y�c N �r- , N • - ,� N r` EXIST GROUND AT CL O_ m _ 0.. � OD QN � r , I ` D t° F- �- STA 21+13.94 ` _ ;0.1116 r� II _ CO _ S =_ 0.0'_ _ _ // _ PROPOSED FINISHED, 48 _,_ ,d cn {. h to GRADE AT � OF rn 0, r LO II 10 CMP STORM DRAIN w �C ` .W ACCESS ROAD S 0.0663 ►� it O > fDENT�CAL APPROX., IE 1695.59 _ _ STA 19+ z w+ +4i > » O m 0 w w POINT 8 CM+L&C WATER N u�U N w APPROX. 'IE ELLV 1,67 .83 �►� . aO a c� / a W _ _ ►- OD _ - cDF p v) <-0 U ca S - 0.1b N U.S 0.'0592 0 ►� J 00, / � � , O J _, _ IDENTICAL_ ._ MIN 3 CLEARANCE � � �a -IDENTICAL NTI-CAL _ M m � u W., M U. _ _ _ POINT m tc)X �I Q N > POINT 0.1186_ w - + 1 "CDF . r . w i O mm LO `O ^ - , i, cn U O tDto `t I N r d rn Nw �fp Nm + IP M to m r-0 r co J rZ / OD ULON m ' � � W- !.� IncoZ N"Ln`- NW _ NZ ( �. Q O mr + wto J 04 II '0 II _ + W C1 cry +0='' o / •� ® II , Ua m m O r N +: - N U / t0 + Q O n Z Z >04 > I �N • � > FU 67@ _ ._.. _.._ __._.__ . __._ _ ___ _._ _ _ y _- �O • N to d + W W r Qom) • W Q Q H r 1\ O .-- N W F- to Q7 H U H U / �O m I �t t0 II fn O cn.- coo N cn I- d- "D cD N + 0 C 'L _ 7' + w ,n p Q W cn vUcnU _ v7 c> - _ ,�h t cn:� cD w C.G. 18" PVC C905 CL :23$ m + > cD o' M `�' `.' J N . N fnU / U rn It . W m to WATERLINE WITH LOCATOR AND �, r i rn co.II + co- _._ w_ < N N + �W J U 0 ,�, o TELEtiETRY WIRES I- f- ch >c`' co LO z _ cra r _ _. _ '- +. Qul U _ ►O N (%U _ +::_ WW > _ �J STA. 26+1 0 STA. 23+58.84-GB 1 t.25 BEND- STA. CIS LEV = 1712.02 STA 25� 60.03-GB , 1680 VERT: 1 = 4 CG ELIE = 1743.42 HORIZ: 1"= 40' 1710 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 O BEARING/DEL TA RADIUS LENGTH TANGENT END STA T/ON F N79'14'02"E - - 62.66 19+20.31 NOTE: 1. PULL JOINTS IN ACCORDANCE TO RECOMMENDATIONS FROM THE PIPE G N67'59'02"E - - 38.82 19+59.13 MANUFACTURER ON EITHER SIDE OF THE BEND TO AC HIEVE ANGLE. H ' " 58.82 0 N56 44 02 E - - 2 +17.94 . . ` 2. TRENCH BACKFILL AND SURFACE REINSTATEMENT TO BE DONE AS PER I I RIVERSIDE COUNTY STANDARD No. 818. / N45'29'02"E - - 58.82 20+76.76 N34'14'02"E - - 40.00 21+16.76 DETAIL D i STA. 22+08.91 K N2259'02"E - - 20.00 21+36.76 I STA' 22+1 HOT TAP EXISTING 6" CML&C WATER -STA`22+12.92 P " SEE RT '91 1 W/6"X6" SADDLED OUTLET CONNECTION L N2159'02"E - - 20.00 21+56.76 45' RT NOTE` 1 STEEC I _ WITH 6" FXF R.S.G.V. BY EMWD „ » 20.00 21+76.76 SEE NOTE 1 _ .. PIPE �qTE Ekl EXIST. 8 CML&C WATER M N20 59 02 E - - ST AT DEVELOPERS EXPENSE STA. 21+76.76 8. W TO U VALLEY TANK T A T QUAIL LLE 0 Q, ER STA. 24+75.10 , I INSTALL CONCENTRIC INCREASER . _ N N19 59 02 E - - 20.00 21+96.76 =ANG PT � ; ,.. . : ._, ,. fp' .,, _ tlq _ - „ „ PER D 4126 _ _ r d pR, lC G OTEC �ACL EXISTING 8" W L CML&C W 8"x8" SADDLED 6 X8 FxH ADAPTER, 1 CORP. STOP <.. ,._.. . E r 1. EY / .. RIGHT-OF-WAYXIS Q N1859 02 E - - 16.16 22+12.92 , NG CAC K OUTLET CONNECTION W/ 8 R.S.G.V. BY EMWD RESTRAIN OR WELD JOINTS AS3 N ;,, WA 1 E REQUIRED. „ ,. p - ER AT DEVELOPER'S EXPENSE. INSTALL 8" FxH _ I 8 PVC C900 P S645035 W - - 2.99 22+15.91 STA. 21+56.76 - _ � �� � �' -.._ ADAPTOR, 1 CORP. STOP, RESTRAIN AND/OR CL 150 '�/ �-- ANG PT STA. 21+96.76 ,� WELD JOINTS AS REQUIRED. :STA. 26+15.96 I' Q S74 55'51"E - - 400.06 25+15.96 - ` , „ � � _.: .. ANG PT _,._ 11.25' RT , I \ STA. 21+16 76, x -- R S 3 4 ' 1" - - 46.82 26+62.79 \ L . .., 6 0 5 E -, -� - 11.?_5 LT STA. 26+36.94 EXIST. 6 CML&C WATER "D EXIST. 6" CML&C „ S _ _ .` , , k, _ -,-_ _ ti:;Y 18 x18 TEE FLANGED 11 W/O CL Tq S S41 10 51 E 46.82 27+08.66 11 N/O CL P D-43 26 = . : -- ;.._ .,,._ , " ?,� / 2 . 0 \ K A. 21+36.67 PER D-1164 �, � ; . _ .-� 18 FXF R.S.G.V. (N) & BLIND" FLANGED= \ ,� " w ANG PT PROPOSED 18' PVC C-905 �� `DD 2-FxH ADAPTOR (E&W) \ e o - a STA. 21+13.94 CL-235 WATER LINE @ 5' S/0 CL STA. 24+75.10 - CL PROPOSED 18" - STA 22+08.91 J PVC C-905 - 18" WATER X-ING 10" CMP SD " _ � OO 18 FXF R.S.G.V. S �, , " W/ LOCATOR AND TELEMETRY WIRES 8 FxF R.S.G.V. (N) BOT 10 SD = 1695.59 18'"x8'" FLANGED TEE 18"X8" FLANGED TEE TOP 18" W = 1692.42 " ,�. O ` - 8 FxH ADAPTOR (N) 8" FXF R.S.G.V. (W) O x 2 FxH ADAPTOR (N&S) �'' ., 18" FxH ADAPTOR (E&W) O I STA. 20+76.76 STA. 16+62.79 -'` 11 11 , _ 11.25 LT �. :, . 22.5' RT g� DETAIL D � ., CV ABANDONED 4 WA,TER RIGHT-OF-WAY- _ / x QV► 1 TA. +17.94 / so Z0 . . .f 11.25' Lh NTS _.. / H W Q - 2 , W(� © ST 19+59.13 9� SEAL Z 9 11.25' LT \ / COUNTY COUNTY OF RWERBDE J QRot Essi TRANSPORTATION DEPARTMENT TA. 1 s+2o.31 _ A. OAF APPROVED BY: - - 11.25 LT h , �• ti'�y Lux STA. 18+ _ Z W _ T >; GRAPHIC SCALE _ No. 33950 Ev• /�/� EXIST. 8 CM, ATER \ 0' 20" 41 ' 60' 80' 120' 160' ALE A. OTHM , DATE 14. ._: , f " '♦ R.C. 33950 EX 6/30 6 I , PER D-4351 l SCALE 1"_ 40' F o OF OF F RECOMMENDED DATE - _ SPECIFICATION NO. 901W D1 REVISIONS SEAL ENGINEER PREPARED UNDER THE SUPERVISION OF: DATE EASTERN MUNICIPAL WATER DISTRICT I.D. U-32 DESIGNED: NO. DATE INITIAL DESCRIPTION APP'VD / D TE Q�QVESS/� EASTERN MUNICIPAL WATER DISTRICT DESIGNED RIVERSIDE COUNTY, CAUFORNIA S.A. 41 8. -/2 W.O. 10-370 8/4/2004 AM ADDED HOT TAP,T TEE & VALVES, STA. 24+75.10 ��O �o� 8. SFB'�l� DRAWN TRACT MAP NO. 30330-1 , I P No. 030104 DRAWN: 09/23/04 JOP MOVED ALIGNMENT i SOUTH OF SO. CANYON DRIVE CL y �, J B. SEBBA DATE C.0 65868 DIAL TOLL FREE SUPERSEDES APPROVED PLAN DATED 08/02/04 /O CHECKED COUNTY OF RIVERSIDE COORD. 29D-60 1-800-227-2600 B E Y O N D E N O 1 N E E R I N 0 DATE: EF.06/3%6 REFERENCES PROJECT M NAGER DA E SUBMITTED SHT. 5 OF 6 AT LEAST TWO DAYS *, INITIAL DATE QUAIL VALLEY I I TANK BEFORE YOU DIG SM AVENUE OF SCENCE, SUITE 101, SAN DEAD, CA. OM lA- C I V j` �� PROJECT ENG. - 28705 uNOERG WNW SERVICE AURT (W FERN CAUFORM 886•=0500 T& 865.386.0400 FAX WiTWAMTECOM jOB No: F of C Al�E�`� AP P R OVALS INSPECTION SCALE: AS SHOWN FILL LINE PLAN AND PROFILE WTR. OPERATIONS SO. CANYON DR STA 18+00 TO 27+00 M-3 MAINTENANCE lrtw ------ ---------.......... ...........I31 O' RESTRAINED JOINTS ............7 I200' RESTRAINED JOINTS ...........+ r 240' RESTRAINED JOINTS-- /.......................... PROPOSED FINISHED GRADE------------ ..........----------- C ........11690 -4 1740,000r, PROPOSED FINISHED GRADE OAD c_ 0---------- 0 r fn .4- 150' RESTRAINED JOINTS EXIST GROUND AT CL, + w o6 C>m_M IC4 04------- CL 0 -m 00 00 ........ ..........< 7 00 0 > I+STA 21+13.94 0.1116 11 PROPOSED FINISHED 0.0489 V)0) 0 LO 11 LO----- -- 1 0" CMP STORM DRAIN LIJ ................!`-� 0 + > IDENTICAL APPROX. IE 1695.59 S 0.0663� z 0 Lli STA 19+06.15 -------­ + w <..........> I0 co 0 r) 8" CML&C WATER 04 PO T t V%7,w;< S" 0.0942 P 1-70 API ROX. I E ELEV 1 b tf) . LLJ< c%4 ut S 0 cn 0.0 DF (n 010 z S 0.1`0 7� tK'I04 s N 0.0,59 i C-) c� - -------------MIN 3' CLEARANCE IDENTICAL.4-- IDENTICAL 0) (D fn n CO 11 uj 0 cj + ul-c) 04 > INT m POINT PO 0.1186 Lc) Z C14 - ------ --0)+ ui IL_j LI PDF c� - . ui 16 Ln 0) M C14 r 10 C14 M (y) M Lr) (O F- 0 m 00 U? -< 06 + >cy) 0)0)C14 04 LO m (0 (O 0 0 >N ULO ui C'� ui M _ + Lli N z <14- M+ LLJ LO C-4 r -------0 (0 + 0 - 0 + + U) 0 0 + < 4 04 Z + 04 04 0 > M r.,0) M z > >Ld 04 -20L N LO < CN LLJ Ld C4 W N Lli m m 1720 m _LO lbl < C-4 + Ld Ld uj(O LOO (0 M r, I Lo (f)>< r- 0 (14 LU U) _j V) w4- -.4- F_ 0(D U) 010 010 U) + U) 0 z Lu >+ ui <+ I>------- C.G. 18 0 Lj LO WATERUNE NTH LOCATOR AND cy) r_0 L0 M (O >LAJ. + F-................< 04 C TELEMETRY WRIES < r- + Clsl Uj V) 0 LO >Lr) Z (n Ld C,4 Ld Lli I0 + <m 00 W c6 + < - ------- --------->LO U7) CIS!>...... + < C14 -------00 ILli STA. 26+"=4:2 F 11.25* BEND< ISTA. 23+58.84-GB STA. 25+60.03-GB.......... CG ELEV 1712.02 V) IVERT: 1 CC ELEV 1743.42 4----------- -I'll ­1_-_L__.l_]­_._._.l'I., � .11 1- I i 1680 1710 HORIZ: I"= 40'18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 0 BEARINGIDELTA RADIUS LENGTH TANGENT END STA77ON F N79'14'02"E 52.66 19+20-31 NOTE: 1. PULL JOINTS IN ACCORDANCE TO RECOMMENDATIONS FROM THE PIPE G N67*5,9'02"E J8.82 19+59. 1J t MANUFACTURER ON EITHER SIDE OF THE BEND TO ACHIEVE ANGLE. H N56*44'02"E 58.82 20+17.94 2. TRENCH BACKFILL AND SURFACE REINSTATEMENT TO BE DONE AS PER k�RIVERSIDE COUNTY STANDARD No. 818. N4529'02"E 58.82 20+76.76 NJ4'1 4'02"E 40.00 21+16.75 30'DtTAIL D ank STA- 22i,15 9 STA. 22+08.91 K N22*59'02"E 20.00 21+J6.75 HOT TAP EXISTING 6" CIVIL&C WATER -STA,22+12.92 P SEE NOrc I SEE NOTE 1 WITH 6" FXF R.S.G.V. BY EMWD CA 7-E L 20.00 W/6"X6- SADDLED OUTLET CONNECTION N2 1'59'02"E 21+56.76 45* Rf S m 20*59'02"E 20.00 21+76.75 EXIST. 8" CIVIL&C WATER STA. 21+76.76 TO QUAIL VALLEY TANK WA TER STA. 24+75.10 INSTALL CONCENTRIC INCREASER N N1959'02"E 20.00 21+96.75 ANG PT Al�:too C'7 NG 8" W/L CML&C W 8"x8" SADDLED 6"X8" FxH ADAPTER, 1" CORP. STOP RESTRAIN OR WELD JOINTS AS 0 N185,q'02"E 16. 16 22+12.92 RIGHT-OF-WAY P�OE C PL,4 CC 'A lvk OUTLET CONNECTION W/ 8' R.S.G.V. BY EMWD E)�IS TIN PER D-4'126 EXISTI 30, AT DEVELOPER'S EXPENSE. INSTALL 8" FxH REQUIRED. 8" Pvc C900 STA. 21+56.76 p S64'50'3 w 2.99 22+15.91 ADAPTOR, 1" CORP. STOP, RESTRAIN AND/OR CL 150 ANG PT STA. 21+96.76 WELD JOINTS AS REQUIRED. STA. 26+ 596 IS74*55'51"E 400.06 25+15.96 ' ANG PT 11.25* RT STA. 21+16 6 , - -R S6J'40'51"E 46.82 26+62.79 L 00 STA. 26+36.94 EXMT.­65" CAAL&C 'WA-TER 11.25* LT EXIST. 6" CIVIL&C 18"xl 8" TEE FLANGED 1 1- W/O CL s S S41-1 0'51"E 46.82 27+08.66 1 1' N/O CL P D 41-20.PER D-1164 K STA. 21+36.67 18" FXF R.S.G.V. (N) & BLIND FLA�GED 1%, ANG PT PROPOSED 181, PVC C-905 2-FxH ADAPTOR (E&W)e) <0 -x tK - /sTA. 21+13.94 CL-235 WATER LINE @ 5' S/O CL STA. 24+75.10 CL PROPOSED 18" STA 22+08.91 18" WATER X-ING 10" CMP SID 8"PVC C-905 0 W/ LOCATOR AND TELEMETRY WIRES FxF R.S.G.V. (N)18 FXF R.S.G.V. (S) BOT 1 0" SD 1695.59 3t 18"x8" FLANGED TEE 18"X8" FLANGED TEE 0 TOP 18" W 1692.42 8" FxH ADAPTOR (N)8" FXF R.S.G.V. (W) + Q) q# 18" FxH ADAPTOR (E&W)2 FxH ADAPTOR (N&S) co Z Z� 11'i STA. 20+76.76 STA. 16+62.79 11.25* LT A -- RIGHT-OF-WAY DETAIL " D CM ABANDONED 4" WATEE dkx N TA. �Q�+l 7.94 LT\ INTS -5 H 0 2 ...........UjLu ST . 19+59.13 WZ 11.25* LT VERSM )0----SEAL COUNTY f4*0 COWY OF RII TA. 19+20.31 TRANSPORTATION DEPARTMENT A. 0 APPROVED BY: 11.25' LT A Lux ISTA.7 UJO 11-25 T GI?APHIC SCALE No. 33950 O' 20" 4 F n-' 8o' 120' 160, Exp. 06 EXIST. 8" CML&C­W AL 0 THM DA TE 0 �R.C. 33950 0 06 PER D-4351 40'SCALE 1 E -------4L RLCOATMENDED A TE -Dl SPECIFICATION NO. 901W REVISIONS SEAL ENGINEER PREPARED UNDER THE SUPERVISION OF: DATE EASTERN MUNICIPAL WATER DISTRICT I.D. U-32 DESIGNED: NO. DATE INITIAL DESCRIPTION APP'VD /.D�TE EASTERN MUNICIPAL WATER DISTRICT DESIGNED RIVERSIDE COUNTY, CAUFORNIA S.A. 41 8/4/2004 AM ADDED HOT TAP, TEE & VALVES, STA. 24+75,10 DRAWN W.O. 10-370 09/23/04 JOP T TRACED TRACT MAP NO. 30330-1p IP No. 030104 DRAWN: MOVED ALIGNMENI -17' SOUTH OF SO. 'CANYON DRIVE CL JCJ B. SEBBA DATE C-O 65868 DIAL TOLL FREE SUPERE O AN DATED �D8/02/04 �2 No. C043543 1011164 COUNTY OF RIVERSIDE -60 C-11 r" COORD. 29D 1-800-227-2600 %.0 EXP. 06/30/06 REFERENCES PROJECT M�NAGER DATE SUBMITTED I DATE: ce- i SHT. 5 OF 6 AT LEAST TWO DAYS IINITIAL DATE QUAIL VALLEY TANK JECT ENG.BEFORE YOU DIG 15090 AVENLME OF SCIENCE, &ATE 101, SAN D1,00, GA. 92128 v INSPECTION D- 28705 N,,UNDERGROUND SEFMCE ALERT OF SOUTHERN CAUFORNIA 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM JOB N& I0 APPROVALS SCALE: AS SHOWN FILL LINE PLAN AND PROFILE IWTR. OPERATIONS NICE SO. CANYON DR STA 18+00 TO 27+00 M-3 zo * ow C4 tA O CL cn _ Q 0 215' W RESTRAINED JOINTS _ __ _1 60% PROPOSED ACCESS ROAD AT CL p011; S=2• S_-1-8 S = 0.001 S 0.0140 co 0 0g14 -� Cuj m') 1n W Ow 14 wJ _- Lo _ m o c0 to N L'co 11 -^ T M Lu oiW + II / � , � NA _ it 04 > W D0 Li O m 0N-• 0 + ' N -i W N X f- - aA _ Ln_ Oz CI nm (V � QW F- 0 Fa- ~� w_ _ . F- c cn U rn °0 3m ^m Lo N in Q '- �� F- An V F- N I w' V) N w V.G. 18" PVC C905 CL 335 Q W ATERLINE WITH LOCATOR- AND v TELEMETRY WIRE _-_. ._... .. .... . ......._ .w.. 18" RCP STORM DRAIN IE 1746.40 VERT. 1 = 4 a 740 HORIZ: 1"= 40' 27+00 27+50 28+00 28+50 29+00 STA 29+12.85 \ 18" x 12" FLG TEE CL PROPOSED 18" ;...% \ WITH 18"(S) AND 12"(E) PVC C-905 :- \ BUTTERFLY VALVES AND BLIND FLANGES \ , Z \ O H �r It 0 . \ v - 00 \ O BEARING/DELTA RADIUS LENGTH TANGENT END STA77ON N o PROPOSED 18"� C'C 905 ,aw '10'51"E - - ......:.. S41 15 46 82 27+08 66 / a o CL-235 aAI�C�ER LINE ON CL _ _ F- z ;. S18 40'51"E 46 82 27+56 43 cn w :......:..-: ,. �\ T W/i-OCATOR AND TELEMETRY WIRES DETAIL E -:: - - U S03 49'09"W 27+89 78 33 35 STA. 28+72 44 "Ell - - .\ � ' 04'09"W DETAIL ANG PT V S15 40 00 28+29 78 ESTA. 27+89.78 - : - - STA. 27+56.43 :. _ ;�::::::: :: W S16 04'09"W 20.00 28+49 78 - _:_ :f NTS O STA. I27+08.66 - - 22.28 28t7206 - : 04'09"W �. / `, 17 _Ao STA. F r# . - � r ANG PT STA. 28+29.78 f - ANG PT c� ' / ti _ � i _ a _ SEAL COUNTY COUNTY OF RIVERME QEtOFESS/ TRANSPORTATION _ r DEPARTMENT - �� A. O ti`n APPROV® BY: �_ _ _.. w Q?,APHIC SCALE No. 33950 Z 0' 20" 40' 60' 80' 120' 160' * Ems. os/ao/oa * HALE A. 0TH N, DATE `sq�F CiVI �3 C. 33950 P. /3%6 SCALE 1 = 40 OF U - RECOMMEND D DA TE SPECIFICATION N0. 901 W-D1 REVISIONS SEAL ENGINEER PREPARED UNDER THE SUPERVISION OF: DATE EASTERN MUNICIPAL WATER DISTRICT I.D. U-32 DESIGNED: NO. DATE INITIAL DESCRIPTION APP'VD ATE Q�pFESS/p EASTERN MUNICIPAL WATER DISTRICT DESIGNED RIVERSIDE COUNTY. S.A. 41 �'� CALIFORNIA ® 9 f 23/04 JOP ALIGNMENT SUPERSEDES AHANCEPPROVEDPLAN DATED 08 02 0 c� O 8 SFB�'l�" t 0- 7.-O DRAWN TRACT MAP N 0. 30330-1 I P N o. 030104 W.O. 1 a-37o DRAWN: 4 y JON B. SEBBA DATE ' C.0 65868 ID !0 0 CHECKED DIAL TOLL FREE - k t�143543 z COUNTY OF RIVERSIDE 1-800-227-2600 B E Y O N D E N 6 1 N E E R I N 6 * DF. 06/3%6 * REFERENCES P OJECT ANAGER AL D DATE SUBMITTED /� COORD. 29D-60 AT LEAST TWO DAYS DATE: QUAIL VALLEY 11 TANK SHT. 6 OF 6 BEFORE YOU DIG SM AVENUE OF 8CENCE, SUITE 'I" SAN Di--A0, CA. 92128 7 C f V\�, .Z. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA JOB N 0: llf OF A�\F�`� AP P R OVALS PROJECT NSPE INSPECTION AmkA'8 SCALE: A S SHOWN FILL LINE PLAN AND PROFILE D- 28706 868.586.0600 Tt1 868.986.0400 FAX w�.NOLIECOMI WTR. OPERATIONS ACCESS RD STA 27+00 TO 29+00 M-4 MAINTENANCE 3u U �� 4 T­ z 0 P ---- ---------- ----------- ....... z 0 LLj ...........I t + 0 U ...... C) .......... z 1-7 215' RESTRAINED JOINTS I : � 4 ! -t F_ I V) Ill 60% ROAD AT CL I80 0 S 0.0012 S-1.97% S 0 LO V) 00 .............. Z> Lj< U1 Oc) < ... ........... 7-W 0) 0 (6 i t 00 11 V) + + n + 04-cO> DO > ui 00 M 00 T (0 LJ C14 C-4 CIA (6 0 04+ x LO z .......� Ld C'4 04 < 00 0 c + Ld J 0 z m F_ 00 D U) m ------ ------- -4 r + m LO LO r ........... c� V) c� + 0) ("I , � U) + G. 18" (n 04 ........... TERLINE WTH LOCATOR AND F T— ....... TELEMETRY VARIES V) 0 1750 ........... STA 27+97.36 18" RCP STORM DRAIN IE 1746.40 -------------- .. ............. . ......... ------ VERT: 1 4 H OR I Z 1 40 27+00 27+50 28+00 28+50 29+00 STA 29+12.85 180' 18" x 12" FLG TEE WITH 18"(S) AND 12"(E) PVC C-905 BUTTERFLY VALVES AND BLIND FLANGES -n z 0 1790 ry z 0 BEA RINGIDEL TA RADIUS LENGTH TANGENT END STA 77ON 000000 + 1770 0) 1 PROPOSED 18 VC-C-905 s S41*10'51"E 46.82 27+08.66 C14 0 < 0 CL-235 WATER LINE ON CL s 18*40'51"E 46.82 27+56.4,3 V) ui W/_LOC�ATOR AND TELEMETRY WIRES DETAIL E u 33.J5 27+89.78 soj,49,09"w S15*04'09"W STA. 40.00 28+29.78 A PT DETAIL " Ell STA. 27+89.78 w 516'04'09"W 20.00 28+49.78 STA. 27+56.43 x 11.25- W 22.5* RT 22.28 28+72.06 STA. � 27+08.66 S1 7104'09"W NTS 22-5� RT N 18*20'39"E 75.J5 29+47.47 V Y 1760- STA. 28+ 8 111 7 ANGPT STA. 28+29.78 .......... ....... ANG PT W .... ..... ...... + 0 cy) tA_ 04 011 z U) La SEAL COUNTY At I =MY OF RIIVERSIDE 9\�,OF E SS TRANSPORTATION DEPARTMENT .. 0 APPROVED BY: 7 Ld GRAPHIC SCALE It No. 33950 7- pol Exp. O6/3O/Or0 ....... 0 20" 40' 60' 80' 120' 160' �f�AL�Ep) A. 4, DA TE OTH 339,50 '--�130106 . ...... C vj%. LE 1"- 40' SCA - Cwv RECOMMENDtD DA TE SPECIFICATION NO. 901W-Dl REVISIONS SEAL ENGINEER PREPARED UNDER THE SUPERVISION OF: DATE EASTERN MUNICIPAL WATER DISTRICT I.D. U-32 DESIGNED: NO. DATE INITIAL DESCRIPTION APP VD P�TE E S s EASTERN MUNICIPAL WATER DISTRICT DESIGNED RIVERSIDE COUNTY, CALIFORNIA S.A. 41 NMENT CHANCE %. Sr QVA" 10- 17--ol-f DRAWN W.0. 10-370 DRAWN: DATE TRACED TRACT MAP NO. 30330-1 ) IP No. 030104 C-0 65868 No. C043543 I 0�t 0/10 DIAL TOLL FREE r" `P�OJECT �MANAGER D A7__t SUBMITTED COUNTY OF RIVERSIDE COORD. 29D-60 1-800-227-2600 B E Y 0 N D E N G I N E E R I EF. 06/30/06 DATE: SH T. 6 OF 6 >IsLAL DATE QUAIL VALLEY TANK f Z W X16% 9 71% 1157 CL V \AITII AT LEAST TWO DAYS BEFORE YOU DIG 15090 AVENII OF SCIENCE, 8LqTE 101, SAN 1311 GA. 92128 PROJECT ENG. UNDERGROUND SERMCE ALERT OF SOUTHERN CAUFORNLA 868.385.0500 TEL 858.385.0400 FAX WWW.WLTE.WM JOB NO: Of' C INSPECTION SCALE: AS SHOWN FILL LINE PLAN AND PROFILE D— 28706 WTR. OPERATIONS.___j$,� /,nfj��nl� M-4 MAINTENANCE z O F U O (f) M zo U O W ♦ UO N 0� Q ON ZF 1770 208' RESTRAINED JOINTS _ U) W 1770 PROPOSED ACCESS S=1.60% ROAD AT CL 5=2,009b 5=1.80% S = 0.002 S_1.97% S = 0.0140 0 - p'p314 v s N � m 0tf. Wo LLI Co Wo 0 1 d F—Z>Zq 0) N , �, o aJ Q c 1760 1 In�_ / N-i >wT 1760 Lo rn 0 Lo II 00 II o ))-N II Z / + 00 Q _��oZ r 00M 000 > w , w—j w N NwNx�F-mwm (6 + • -i F— It z r LLJ Q � � � 0 Q� (nV) ° mW � = W N � a � c) F— � CIS! � Z ^ > C.G. 1$" PVC C905 C 235 J IL W Q w WATERUNE WITH LOCATOR AND W = TELEMETRY WIRES _ 1750 _ 10 QSTA 27+96.29 18" RCP STORM DRAIN IE 1746.40 VE2T�-- '= 4' 1740 bK1IZ: 1 = 40 27+00 27+50 28+00 28+50 29+00 m STA 29+01.21 " 18" x 12" FLG TEE CL PROPOSED 18"PVC C-9 WITH 18"(S) AND 12"(E) BUTTERFLY VALVES AND BLIND FLANGES f 1810 05 / 180q \ z + o \ � nso \ pU) nao 0 0 1770 \ O BEARING/DELTA RADIUS LENGTH TANGENT END STA77ON N o PROPOSED 18 PVC'C-905 \ R s18 40'S1"w - - 46.82 27+46.78 < z CL-235 WATER LINE ON CL \\ 33 35 27+80 13 _ S S3 4988"W - - �' w W/iLOCATOR AND TELEMETRY WIRES ` / DETAIL E ''> \ T S15 0488"W - - 40.00 28+20.13 / \ ------, STA. 27+80.13 STA. 2' 8 ' _ U S16 048 8"W 20.00 28+40.1311.25' RT ANG PT 17DETAIL " Ell ............... V S17 04,88 W 22.28 28+62.41STA. 27+46.78 ...;.0 25 R r STA. 26+99.96 76 \ W 0. .�Mot .NTS X22.5 RT . : . : :.. .::..:. . .:::... / ♦ S T Wi5r R 160 STA. 28+40.13 / ANG PT / :;.... . +y TA. 28+20.13 p cn ANG PT .: _�` / / "I�a / SEAL COUNTY b N I W COUNTY OF RNERME vaoFESTRANSPORTATION DEPARTMENT — O�� ID A. Ol�<ti APPROVED BY: — —_ _ c3 Y y Z --— z i GJ?APHIC SCALE No. 33950 M p r.J o.. �� b 2 . G 4- 5 / � 1 \ i 20" 40' ED' 80' 120' 160' Exp. os/3o/os KHALED A. OTHMAN, P.E. DATE 0 , R.C.E. 33950 EXP. 6130106 / sq� CIVIC- ._ SCALE 1"= 40' OP ld RECOMMENDED DATE SPECIFICATION NO. 901W-D1 REVISIONS SEAL ENGINEER PREPARED UNDER THE SUPERVISION OF: DATE EASTERN MUNICIPAL WATER DISTRICT I.D. U-32 DESIGNED: NO, DATE INITIAL DESCRIPTION APP'VD / DATE Q�pVESS/p EASTERN MUNICIPAL WATER DISTRICT DESIGNED RIVERSIDE COUNTY, CAUFORNIA S.A. 41 c`O 0� 8. SFd 7l "` n7-.�y- t�`f i DRAWN W.O. 10-370 DRAWN: �� ' �' `y, 9dN B. SEBBA DATE TRACED TRACT MAP N0. 30330-11 IP No. 030104 C.0 SF, r DIAL TOLL FREE k 1W43W z �J CHECKED COUNTY OF RIVERSIDE r^ REFERENCES PROJECT MANAGER DATE SUBMITTED VALLEY l l TANK S 6 0E 6OOR 29 6 1-800-227-2600 B E Y 0 .�L D E N G I N E E R I N G * * EIP. '" -08 "' QUAIL DATE: IAL DATE ABEOR YOU DIGS SM AVEMJE OF $CENCI , SUTE 101, SAN DECO, CA. 9M V 1` ♦�! PROJECT ENG. _ 858.385.0500 TEL esSss5.o400 FAX www.NaTECOM JOB N0: lFOF cn��F°" APPROVALS INSPECTION ,E ' 0 SCALE: AS SHOWN FILL LINE PLAN AND PROFILE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA WTR. OPERATIONS. MAINTENAINTENANCE ACCESS RD STA 27+00 TO 29+00 M-4 �400-1--, Ll ILI[ 2-a Z O U O V) F- Pei Z U O pw + U0 N0 � ao � 1770 208' RESTRAINED JOINTS V) W 1770 S= 86% PROPOSED ACCESS S=1.60% ROAD AT CL S=2•p0% 5=1.80% S = 0.002 S=1 g7% S = 0.014 Ld 4 0 0 1-1 �31 S N m � C) WOW0� co cm 0 1760 i UJ 4: - N 0_>- 1760 Q r7 0 LO II / 00 II o (n J CV o II Z + + N�Z 00 W + > 00 J w mN 0 + m 004 0J � w N x=It Z v7 W LU C 1 O + W N Q H C.D Q 00 It m Q U r, m I— CD (n U (n � � cV . Q (n U x lf) F- V/ z + Q cV J N � N C.G. 18" PVC C905 CL 235 uj W WATERLINE WITH LOCATOR AND W = TELEMETRY WIRES CO (� 1750 1750 Q 18" RCP STORM DRAIN IE 1746.40 VERT: 1"= 4' 1740 HORIZ: 1"= 40' 27+00 27+50 28+00 28+50 29+00 / STA 29+01.21 CL PROPOSED 18" 18" x 12" FLG TEE PVC C-905 WITH 18"(S) AND 12"(E) / BUTTERFLY VALVES AND BLIND FLANGES / / 1B00 \ Z p U / / 1790 \ o // 1780 \ 0 0 BEARING/DELTA RADIUS LENGTH TANGENT END STATION 0) L- PROPOSED 18"PW-C-905 \ N o / \ R S18'4051"W - - 46.82 27+46.78 < o CL-235 WATER LINE ON CL \ W / \ S S349'88"W - - 33.35 27+80.13 W/.,.�ATOR AND TELEMETRY WIRES DETAIL E ° r 515.04'88"W - - 40.00 28+20. 13 / STA. 27+80.13 U S16 04'88"W - - 20.00 28+40. 13 / 11.25' RT STA. 28+62 DETAIL " Ell / / / 60 ANG PT / \ V S17 04'88"W - - 22.28 28+62.41 ISTA. 27+46.78 U V \ 22.5' RT NTS 0® STA. 26+99.96 — _ \ - - !2 q{� 76 W S18 20'39"W 75 35 29+37 76 22.51 RT / �� 6► S r W o / I �60 STA. 28+40.13 F / R ANG PT / PT a p� Iv o O SEAL COUNTY COUNTY OF RIVERSDE N t, �, f �o QQOFESS a � TRANSPORTATION DEPARTMENT 0 < APPROVED BY: e af No. 33950 Z M , // GRAPHIC SCALE Exp. 06/30/06 KHALED A�OTHMAN, P.E. � p 2¢-- o� 0' 20" 40' 60' 80' 120' 160' *sgTF 1 V 1� O��\P* R.C.E. 33950 EXP. 6/30%6 SCALE 1"= 40' OF CALIF RECOMMENDED DATE I SPECIFICATION NO. 901W-DI REVISIONS SEAL ENGINEER PREPARED UNDER THE SUPERVISION OF: DATE EASTERN MUNICIPAL WATER DISTRICT I.D. U-32 DESIGNED: NO. DATE INITIAL DESCRIPTION APP'VD / DATE Q�pVESS/pN EASTERN MUNICIPAL WATER DISTRICT DESIGNED RIVERSIDE COUNTY, CALIFORNIA S.A. 41 TDRAWED TRACT MAP N0. 30330-1 IP No. 030104 W.O. 10-370 DRAWN: � �, JON B. SEBBA DATE � Z U� ' C.0 •�a.SR( DIAL TOLL FREE �, No. C043543 2 CHECKED COUNTY OF RIVERSIDE 1-800-227-2600 B E Y 0 .N D E N G I N E E R I N G EXP�6-�o-oL� REFERENCES PROJECT MANAGER DATE SUBMITTED COORD. 29D-60 DATE: QUAIL VALLEY Il TANK AT LEAST TWO DAYS _ TIAL DATE SHT. 6 OF 6 BEFORE YOU DIG 15090 AVENUE OF SCIENCE, SUITE 101, SAN DIEGO, CA. 92128 t9 C 1 �� ��� PROJECT ENG. _ 858.585.0500 TEL 858.885.0400 FAX WWW.NOLTE.COM JOB N0: lF OF CAS\F°� APPROVALS INSPECTION ,E 0 SCAEE: AS SHOWN FILL LINE PLAN AND PROFILE U 7-` UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNW -7 WTR. OPERATIONSvr. ACCESS RD STA 27+00 TO 29+00 M-4 MAINTENANCE 2ro q307--, 1` r i I EA TERM M NICIPAL WATER ISTRICT RIVERSIDE COUNTY7 CALIFORNIA r> .............. 1 ! r L t >g' - � C T � 0 ti S E o 15 PROxCT LOCH 1- port fl Caso Bonito Dr.CANYONLAINDEX OF SHEET CannNewport Rd.Road SHEET NO. FILE NO. TITLEo`f- ROPOSED FORCE MAIN ,?-, 1 TITLE SHEET AND VICINITY MAP IN R00 LAKE ELSINORE 2 NOTES AND INDEX MAP Conynn Lake New Newport Rd. 3 FORCE MAIN GOETZ RD. PLAN AND PROFILE 4 FORCE MAIN GOETZ RD. PLAN AND PROFILE 5 FORCE MAIN GOETZ RD. PLAN AND PROFILE 6 FORCE MAIN NEWPORT RD. PLAN AND PROFILE 5 7 FORCE MAIN NEWPORT RD. PLAN AND PROFILE g FORCE MAIN NEWPORT RD. PLAN AND PROFILE LOCATION MAP VICINITY MAP 9 FORCE MAIN NEWPORT RD. PLAN AND PROFILE NOT TO SCALE 10 FORCE MAIN NEWPORT RD. PLAN AND PROFILE NOT TO SCALE 11 FORCE MAIN NEWPORT RD. PLAN AND PROFILE SECTION ,31, TOWNSHIP 5 SOUTH, RANGE 3 WEST 12 FORCE MAIN NEWPORT RD. PLAN AND PROFILE y *4 1 14 T DIAL TOLL FREE Mrz I ANN 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA WATER i SEWER APPROVED BY COUNTY OF RIVERSIDE, CALIFORNIA EASTERN MUNICIPAL WATER DISTRICT DEPATMENT OF HEALTH TIME LIMITATION \ + )•?>� o CIVIL ENGINEER OF SUBDIVISIONS IDATE APPRO BY THE TIME LIMIT ON DRAWING APPROVAL SHALL BE SIX(6) MONTHS INITIALS DATE FROM THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS PROJECT ENG. �Z.$�p' 1 NOT COMMENCED WITHIN STATED TIME, EMWD REQUIRES DRAWINGS .- APPROVALS INSPECTION — FO HEALTH DEPARTMENT, RIVERSIDE COUNTY CA. TO BE REVIEWED BY THE DEVELOPER/DESIGN ENGINEER FOR POSSIBLE CHANGES IN MASTER PLANNED SIZING AND CHANGES IN W7R OPERA71ONS �� D� SPECIFICATION AND STANDARDS. `I SWR OPERA770NS DA TE: �2 f� NOTE: NO. BY DATE REVISIONS: APPR. DATE SEAL COUNTY CJITY OF RIVERSIDE BENCHMARK: WORK CONTAINED WITHIN THESE PLANS JHNV _ !_ q?,0FESS/ TRANSPORTATION DEPARTMENT o TRACT MAP N0. 30330-1 IP No. 030104 I.D. 113s oQ pF ESSi H' BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 S.A. 33 g SHALL NOT COMMENCE UNTIL AN ��� 0A. 0 r �Fti APPROVED BY: ��� ,p� B RIVERSIDEOCOUNTYOFIRE OF A 3' COUNTY OF RIVERSIDE W 0. 70665 ENCROACHMENT PERMIT AND/OR A v y c, 4, EAST OF THE WEST END OF A CONCRETE C.O. GRADING PERMIT HAS BEEN ISSUED. - "i a CANYON HEIGHTS COORD. 22-8-28 lizz PLANTER, AND IN THE PLANTER BOX SET A a No. 33950 Z � ,� jp ,",, B E Y O N D E N O 1 N E E R 1 N d BRASS DISC IN THE TOP OF A CONCRETE POST �, Exp• /�/� STAMPED "M-50-69" AND DATED "NOV 1969", THE MATE ENGINEER SIGNING THESE PLANS IS RESPDNSI&E FGR ASSURMG THE ACCURACY HALED . OTH AN, E. DATE OFFSITE INTERIM FORCE MAIN ZAND ACCEPTABILITY OF THE DESIGN HMON. IN THE EVENT OF DISCREPANCIES ARISING AFTER R.C.E 3950 EX /3%6 1 \* 255 EAST RNrCON STREET, SUITE 110 CORONA, CA. 92879 5H T. OF 12 GOWN APPRDVAL OR WNW WNSiRU TM.W MATE ENGMM SHALL BE RESPONSILE ELEV. 1551.272 FEET. �, _ SHEET A N Q VICINITY M A P a FOR DETERMINING AN ACCEPTABLE SMUTNIN AND INLASING THE PLANS FOR APPROVAL BY ��T 'lF r V 0�`t 909.739.5700 TEL �.788.7510 FAX w.NOLTE.COwI THE couNTr bi , F of CAUVC IF C Al��` C043543 ,� CAUTION: The engineer preparing these plans will not be responsible for, or liatre for, unauthorized changes to or uses of these - PREPARED BY. R.C.E. No. SCALE NOLTE JOB NUMBER x plans. All changes to the plans must be in writing and must be approved b the re aver of these plans. RECOMMENDE DATE JO B. SEBBA /2 0�" 2004 " " ""'A""" y' D — 1 b g p g pp y p p p DATE _ HORIZONTAL: 7 -NA VER77CAL: 1 =NA IE0201 PLOT DATE: 10 29 04 TIME: 3:NIDWm. 99 7— u a WEST EAST R/W R/W VARIES VARIES A d 15' 6' 0 DIRT — DIRT I N 4' MIN. 4.5' MIN. 2.5' MINIMUM COVER OVER- 6" SEWER E I FACILI TIES FORCE MAIN WA TER LINE 6 18" WA TER MAIN Cosa Bonita Or. d = 21' BETWEEN STA. 1+12.f8 AND 6+19.76 15 d = 5.0' BETWEEN STA. 6+60.13 AND 25+83.27 Can n °L' PROJECT LOCH T/ON � Newport Rd. H TYPICAL UTILITY LAYOUT GOETZ RD. CANYON LAKE ;o NOT TO SCALE PROPOSED FORCE MAIN N q) ewport Rood SOUTH NORTH Con on Loke New Newport Rd. ° R/W R/W 4�t0& � VARIES VARIES R�ond i d I 00 5 s' s' LAKE ELSINORE DIRT DIRT LOCATION MAP 4.5' MIN. NOT TO SCALE 9' 11.5' 6" SEWER 5 FORCE MAIN VICINITY MAP d = 6' NORTH CL BETWEEN STA: 26+32.56 AND 63+12.00 30" NON- EM WD SEWER NOTES: d = 5' SOUTH CL BETWEEN STA. 63+40.74 AND 68+06.12 RECLAIMABLE 1. SEWER SYSTEM CONSTRUCTION AND MA TER/ALS SHALL BE /N ACCORDANCE WITH NOT TO SCALE d = 6' NORTH CL BETWEEN STA. 68+30.50 AND 89+00.03 WATER 54" RIVERSIDE TANDARDS AND COUNTY STANDARDS AND ND SPECIFICATIONS ORDINANCE CONFORM TO 461. SECTION 31, TOWNSHIP 5 SOUTH, RANGE 3 WEST RECLAIMABLE TYPICAL UTILITY LAYOUT N E WP O R T R D. WATER 2 FORCE MAIN PROFILE ELEVATIONS ARE TO CENTFRGRADE (C G.) UNLESS NOT TO SCALE OTHERWISE INDICATED. J. RECONSTRUCTION OF EXISTING MANHOLE SHALL BE SCHEDULED AT THE CONVENIENCE OF EMWO AND SHALL BE COMPLETED WITHIN FIVE WORKING DAYS FOLLOWING ITS COMMENCEMENT. 4. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING IN A CONFINED AIR SPACE. CONTRACTOR SHALL BE RESPONSIBLE FOR SEWER FORCE MAIN QUANTITIES: "CONFINED AIR SPACE" ARTICLE 108, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE. 1. 8873.21 LF 6" PVC C-900 CLASS 150 PIPE GENERAL SEWER NOTE: 2. ONE (1) 90' BENDS 1. TRENCH BACKF/LL AND SURFACE REINSTATEMENT TO BE DONE AS PER J. ELEVEN (11) 22.5' BENDS RIVERSIDE COUNTY STANDARD No. 818. 4. ONE (1) 11.25' BEND 5. TWO (2) AIR RELEASE VACUUM COMBINATION VALVES 6. TWO (2) 45' BENDS PROPOSED IN TERM LIFT STA TION PER SEPARA TE PLANS ti AND PERMI T - NITA A 6» SEWER SA B� 0 FORCE MAIN CA SHEET 3 0 C P. SEWS EX. 24 * V. o y PER D-11723 O 0 SHEET 4 SHEET 12 N DIAL TOLL FREE. SHEET 6 SHEET 8 SHEET 10 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG -._ _. . UNDERGROUND SERVICE ALERT OF SOUTHERN CAIJFORNU �•; ..... . .. ...... ..... ...� . ... .... _ ." ,_. _.:w_;... . ... _,. - -" - �',-ti,-�r--•-i-�. �. �� . . F SHEET 57" WATER iOEM APPROVED BY tk SHEET 9 SHEET 11 _ W EASTERN MUNIC AL WATER DISTRICT SHEET 7 NEWPOR T ROAD 0' 200' 400' 600' 800' 1200' 1600' CIVIL ENGINEER OF SUBDIVISIONS DATE o SCALE J = 400 w INITIALS DATE Q PROJECT ENG. tIAT RE APPROVALS INSPECTION WTR OPERATIONS — �— I SWR OPERATIONS JI NOTE: NO. Y DATE REVISIONS: APPR. DATE SEAL COUNTY COUNTY OF RIVERSDE BENCHMARK: TRACT MAP NO. 30330-1 I P No. 030104 I.D. U35 WORK CONTAINED WITHIN THESE PLANS QROFESslO TRANSPORTATION-DEPARTMENT Q�o.fEss/.oy' BRASS DISC, 4o FEET WEST OF GOETz ROAD, 27 ' S.A. 33 SHALL NOT COMMENCE UNTIL AN �� O A. O9�F APPROVED BY: �O �� 8. ,l ' SOUTH OF THE SOUTH—WEST END OF A COUNTY Of RIVERSIDE W.O. 10665 �� �^ RIVERSIDE COUNTY FIRE STATION BUILDING, 3' CANYON HEIGHTS C.O. a ENCROACHMENT PERMIT AND/OR A �`�� y 2c� GRADING PERMIT HAS BEEN ISSUED. y Z � -' �3543 z PLANTER, AND IN THE PLANTER BOX SET A EAST OF THE WEST END OF A CONCRETE I 1,7 j a W � Qs r+, BRASS DISC IN THE TOP OF A CONCRETE POST No. 33950 B E Y O N D E N 0 1 V E E R I N G OFFSITE INTERIM FORCE MAIN HOORD. OF12 $ ' 06/30706 HALED OTHM P DATE * 255 EAST RIrCON STREET, SUITE 110 CORONA, CA. 92879 STAMPED "M-50-69" AND DATED "Nov lsss" T� E�ENs»Y�a«NG,�PLANS�IN RED P�A SA ELEV. 1551.272 FEET. AND ACCEPTRW&RLITY OF 711E DESIGN HEREON. �,E ATEENT OF DISC SHALL B ARI9NG AFTER C.E 3950E 30 06 `fl' �, �� 909.739.b700 TEL 909.739.7510 FAX www.NOLTE.cOM FOR APPRDYAL OR DURPTA LE SOLUI ION.THE X"NC NE PLANS FOR P �9r �,,,,,, � �lF I V Eo�� NOTES AND INDEX M A P fp FOR DEIf]4NNM1G AN ACCEPTABLE SOW110N AND REN4NG 1NE PWIS FOR APPROVAL BY THE COUNTY ' ' CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these F OF GAUFO - �' = - r7F CA�� PREPARED BY.• C R.C.E. No. C043543 SCALE NOLTE JOB NUMBER D _ X plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. RECOMMENDED DATE DATE 2 -o HORIZONTAL: 1"=AS VERTICAL: 1"-AS IE0201 PLOT DATE: 12 01 04 TIME: 10:46 a.m. 31407 1455 _ __ _ __ _ _ __ 1455 CONSTRUCTION NOTES: FOR SITE PIPING 1. REFER TO EMWD SEWER STANDARD DRAWING SB-157 FOR PIPE ZONE BEDDING. SEE INTERIM LIFT STA 170N PLANS ROPOSED GROUND EXIS77NG GRADE AT FORCE' MAIN Z REFER TO EMWD SEWER STANDARD DRAWING SB-156 AND RIVERSIDE COUNTY INTERIM LIFT STA 77ON SURFACE A T STANDARD NO. 818, WHICHEVER IS MORE STRINGENT, FOR TRENCH BACKFILL FOR WET WELL r SEWER PIPE. --- N Lo ; 1450 � -� +� r•7-- -�` �-cs --...-- � __ _-_ .�^ ,_ _ __ ___ _ _ ___.__ ____-_ . _.__. . __ __.-_. _.__ . ____ ___.._.._ . .-_. _ __ . .._.___ -. _ 1450 3 REFER TO EMWD SEWER STANDARD DRAWING SB-159 FOR CLASSIFICATION OF ' ----'� ± � i "�' ` _ ._ _}4"5 W .. CONNECT TO PIPE ZONE BEDDING FOR SEWER PIPE. • 3 DISCHARGE PIPING >: Q �`" �� o ----- o 4• INSTALL EMWD APPROVED MECHANICAL THRUST RESTRAINT DEVICE PER EMWD � + STANDARD DRAWING B-663. II L " DISCHARGE C.G. 6 SEWER FORCE A PIPING MAIN, C-900 CL. 200 coil Q 5. VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR ___._ __._ __ __:_ _ N L_ ___ TO BEGINNING EXCAVATION. REPORT ALL DISCREPANCIES TO ENGINEER. 2 96 CLR. 1.24 O 1445 THE UTILITIES SHOWN ARE TAKEN FROM PLANS AND NOT THE RESULT OF FIELD L L V S__ :' INVESTIGATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, O� 0174 CLR. 1.3' 0 AVOIDING AND PROTECTING EXISTING UTILITIES. 3 CLR. .1.30 CLR. 2.09' '�---- _S_ CLR-. 1.3' _ C.O 6 SEW€R FORCE �� ~ _ - O1 O0 Ally, C-900 CL. 200 6. CONSTRUCT THE NEW SEWER FORCE MAIN OF PVC (C900, CLASS 200) PIPE,WITH A -!+of pp O _ L=237.27' _ RESTRAINED JOINT SYSTEM INSTALLED ON ALL PIPE JOINTS BETWEEN STATIONS C�� m S--0.0041 II '. 1+12.18 AND 6+19.75. THE APPROVAL OF DHS FOR THE FORCE MAIN TO BE FROM rr) m _ _ _. _ __ _ _ _ _ ___ _._.._ 1440 f + STA. 1+12.18 TO STA. 6+19.75 ONLY 5.55' FROM EXISTING 8"CML&C. I C r'AZ g�: _ Cf W N Wino� 4p 7. SEWER LINE PLACEMENT SHALL MAINTAIN ADEQUATE DISTANCE FROM WATER I ( j W ° O m4 W PIPELINES PER DHS REQUIREMENTS, WATERWORKS STANDARDS (TITLE 22, - - �� ± ^ N _ -U.0170 : Z CHAPTER 16, SECTION 64572). I 50 34' Q C'i L�■ M o RESTRAINED v p 0i N _ ZIQ) Y/ JOINTS _ _ '_ _ . 8 RIVERSIDE __ 4 . _--__ _ _._____ _ _ _ ._ __ __ ._.___._ __ _._.__._. . ._ ._ _.-_._ _..-.__ .___ _.._ _TRENCH BACKFILL AND SURFACE REINSTATEMENT TO BE DONE AS PER RI S 1435 � { 6p t� � + + ,. _ .. __. ____. _ _._____ .__:__._ . _ _..._ _ _ __ ._..___. _. _ __ _. J W 1435 COUNTY STANDARD NO. 818. -I. ti o.r� E51RA/N ALL � !I � � _ W I I � JOINTS _ ,Q ti W 500.58' vy 54.3T _ V I RES 17A/NED - 6" PVC C900 CLASS '200 J0I TS _ Q 1430 1430 BEARING/DELTA RADIUS LENGTH TANGENT END STA77ON 1425 __ _ _-.__ -- -- _._-_ _ - -_ A N40 39 34 E 12. 18 1+12. 18 _ _ _ ___ _ __ _ _ _. ,._ _ . . . _ . _ _ _ . . __ ___ r.. __ �_ _ _ 1425 B N49°4559"W - - 507.58 6+19. 76 _ _ - C N72°7559"W - - 40.37 6+60. 13 D N49°46'01"W - - 239.56 9+00.00 1420 1420 VERT: 1"= 4' HORIZ: 1"= 40' 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 32+77.37 GOETZ RD CL STA. 3+58.84 GOETZ ROAD STA. 1+12.18= 6 SWR. X-ING 6" WA TER EXIS77NG 35+14.13 GOETZ RD CL BOT. WTR.= 1443.7 i 42" CUP CULVERT 20.55' L T TOP SWR.=1442.4 CX905 PER DPV C WA TER STA. 6+09.16 RAVITY 90' BEND (HxH) 32+87.10 GOETZ RD CL 6" SWR. X-ING 12 FH. O SEE G BOT. W7R.= 1442-6: TR. 30330-1 OFF-SITE _ STA. 6+60.44= SEWER PLANS EXISTING 8 CML&C TOP. SWR.-1441.3 TELEPHONE EX/S77NG 8 CML&C OI/ERHEAD ELEC. WATER PER D-1167 OVERHEAD ELECTRIC WATER PER D-1167 EP R/W 29+69.25 GOETZ RD CL L T, 22. D (HxH) A_ .. . 5' BEN a 37 00 - 36 35 00 z. _ 34. 00 33 0 32 lJ0 31 00 OD. _w , a - SCALE _ _ __ GRAPHIC _ 0 20 40 60 80 120 160 1+00 CONNECT O _:, W DISCHARGE P/PIN o o icy Z SCALE t" 40' - - 2+00 3+00 +00 6+ 8`. I 4+00 jW R/W SEE NO W EXISTING 8 CML&C TA. 2+56.05 STA. 3+72.00 _ V WA TER PER D 1167 STA. 6+19.76- 6" SWR. X-ING 6" F.H. " BOT. F.N.= 1445.3 6 SWR. X-ING 6 F.H STA. 5+29.58 30+06:55 GOETZ RD CL R/W TOP SWR.=1443.43 I BO T. F.H.= 1443.E " 20.55' L T, 22.5' BEND HxH Z GRA VI TY SEWER TOP SWR.=1442.25 6 SWR. X-ING 6 W7R. ( ) INTERIM 6" SEWER a = BOT. WTR.= 1 SEE OFFS17E INTERIM EXIS77NG Q 443.7 EX/S77NG 12" CML&C FORCE MAIN C-900 INTERIM 6 SEWER TOP. SWR.=1441.61 LIFT STA 77ON PLANS o UNDERGROUND WA 1ER PER D-2446 CL. 200 5 SOUTH OF CL ELEC7R/CAL FORCE 200 2 OU OF CL 4 DIAL TOLL FREE - 1-800-227-2600 STA. 1+92.96 AT LEAST Two DAYS INTERIM LIFT STA T70N 6 SWR. X-ING 6" WA TER BEFORE YOU DIG BOT. WTR.= 1445.3 W TOP SWR.=1444.06 EXIS77NG 6" CML&C UNDERGROUND SERVICE N.ERf OF SOUTHERN CAJFORNIA WATER PER D-1167 i o 3 WATER / SEWER APPROVED BY W EASTERN MUNICIPAL WATER DISTRICT (\i 5 aAA416 1A y C) CIVIL ENGINEER OF SUBDIVISIONS DATE 1 INITIALS DATE PROJECT ENG. �2' G APPROVALS INSPECTION WAR OPERA77ONS - SWR OPERATIONS NOTE: N0. BY DATE REVISIONS: APPR. DATE SEAL COUNTY COLWTY �VERS�E BENCHMARK: LD. �oFEss, TRANSPORTATION DEPARTMENT Q� OH BRASS DISC, 4o FEET WEST OF GOETZ ROAD 27 TRACT MAP N 0. 30330-1 , I P N 0. 030104 WORK CONTAINED WITHIN THESE PLANS pf ESS/ S.A. 33 SHALL NOT COMMENCE UNTIL AN �� �O A O��Fy APPROVED BY. �k� �Q�► 8' SFB 'l RIVERSIDE E C HE OUT SWEET NND OF A 3' COUNTY OF RIVERSIDE W.O. 10665 ENCROACHMENT PERMIT AND/OR A v y 4, GRADING PERMIT HAS BEEN ISSUED. W y CANYON HEIGHTS C.O. Z / EAST OF THE WEST END OF A CONCRETE No. 33950 z / U S r,v PLANTER, AND IN THE PLANTER BOX SETA INTERIM FORCE MAIN C B E Y O N D E N G 1 N E E R I N 6 wP• / /� °� EF.� SRAMPED ASS DISC M 50TM69 TOP AND DATED CONCRETE"NOV 9 9ST COORD.22-B-28 PRIVATEALE 077t N P DATE * 255 EAST RINCON STREET SURE 110 CORONA, CA. 92879GOETZ Z R D PLAN AND PROFILE "r. 3 of 12 THE ACCEPT W6WEOF THONG DESIGN H PLANS IS RNE EVENT FOR ASTIROIG,HE ACCURACY y ELEV. 1551.272 FEET. STA. 1+39.98 TO 9+00 AND ACCEPTABILITY OF THE OESRO!HEREON. OI 7NE EYENT OF OLSCREPANCFS AR601G AFTER T � � r N z COUNTY APPROVAL OR DURNG GONSMCMN,THE PRIVATE ENaNEER TALL BE RESPONSBUE C . 33950 E P. 6 %6 `rl �� W � AN AOCEPTA13 E SOLU110N AND RENTNG THE PLANS FOR APPROVAL BY �sy9T 01V1�, � 7l C I y f�. 909.739.5700 TEL 909.739.7510 FAX www.NOLTE.cOM CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these F OF CAUFO ".��,�_ - �� o F Of Ct►1�E� PREPARED BY. R.C.E. No. C043543 SCALE NOLTE JOB NUMBER _ X plans. All changes to the plans must be in writing and must be approved by the preporer of these plans. IL REC MMENDED DATE DATE iL m HORIZONTAL: 1'= 40' VERTICAL 1"=4' IE0201 D2991 PLOT DATE: 12 01 04 TIME: 9:45 a.m. q3� • UU CONSTRUCTION NOTES. 1. REFER TO EMWD SEWER STANDARD DRAWING SB-157 FOR PIPE ZONE BEDDING. 2. REFER TO EMWD SEWER STANDARD D - AND RIVERSIDE �__-- .___ .. _ __ . __ __ _- __ ___ _ _ __ __ __ . __._._ _.___. ____ _ _ ____ . _____ __ - --. _-__ ___._._ _ _ _____.__ . _ _ _ . _ . __ _ __ _ ____ DRAWING SB 156 AN S 1440 _ __ �`` __ __ �._G. -6. 5-f'�WER FORCE _ . __ ___ __ ___ __ _. __ ___ . _ _. . . _ _ _ .- - - -- _ 1440 COUNTY STANDARD NO. 818, WHICHEVER IS MORE STRINGENT, FOR �� MAIN, C-900 CL. 200 TRENCH BACKFILL FOR SEWER PIPE. 3. REFER TO EMWD SEWER STANDARD DRAWING SB-159 FOR -�--� CLASSIFICATION OF PIPE ZONE BEDDING FOR SEWER PIPE. 4. INSTALL EMWD APPROVED MECHANICAL THRUST RESTRAINT DEVICE PER - _S�. _ ____ _ _ __ __.- - _ _ .- ,--____ _ __ ___ _. EMWD STANDARD DRAWING B- 1435 EXISTfNG GROUND SURFACE AT__FgR£E- qIN_ -, _____ _;_. _ _ . r_ - 1435 S 663 5 VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR Q TO BEGINNING EXCAVATION. REPORT ALL DISCREPANCIES TO ENGINEER. THE UTILITIES SHOWN ARE TAKEN FROM PLANS AND NOT THE RESULT OF FIELD INVESTIGATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, AVOIDING AND PROTECTING EXISTING UTILITIES. h + _ _ _ C,.G " SEWER- FORCE _ ao - .__ _ _ __._ -- - - __ _ _ _ _ _ - - - ---- ---- ,. _.. _._ 1430 FAIN, C=_900 CZ. 27I0 _ -- - 1430 6. SEWER LINE PLACEMENT SHALL MAINTAIN ADEQUATE DISTANCE FROM a 11 - 04 a WATER PIPELINES PER DHS REQUIREMENTS; WATERWORKS STANDARDS L_ �vP ` �------------ (TITLE 22, CHAPTER 16, SECTION 64572). W _ 9, _ W to $ 7. TRENCH BACKFILL AND SURFACE REINSTATEMENT TO BE DONE AS PER LU _-----__ Uj RIVERSIDE COUNTY STANDARD NO. 818. -----=----------------------- -- - W 0 1425 - 1425 JW — JW W W = t0 V V H _ CLR 1 3 • 1420 L=396. 2 _ m S=-O.D076 _ _ _ ___ _ ___. __ _ . . _ _. __ 14 1415 _. 15 F0 ao __ ____ _ _._ . _.___ _ ____ . __ _. __ _ __. 1410 _ VERT: 1„= 4' HORIZ: 1"= 40' 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 EXISTING 18" PVC WA TER INTERIM 6" SEWER 0 C-905 PER D-21043 FORCE MAIN C-900 0 O TELEPHONE CL. 200 5' SOUTH OF CL R/W '} GRAPHIC SCALE co W 0' 20 40 60 80 120 160 _.a.. _ _ 27 00 -_. r.. _ �. 2S iT0 25 Do 24 CO'tro 23 OO 22 D"©. .,. -.__ �1.. C10"` ._ _ ..�9 SCALE 1" 40' ~ W W o W W x o, EP °� STA. 17+29.18 " W = Z CO BOT. SD.)421.00 CMP SD rn Z TOP SWR.=1419.65 ^ J W jW WA IL GOETZ ROAD v x DIAL TOLL FREE 0 RIW Oj v� ti W 1-800-227-2600 AT LEAST TWO DAYS a a o BEFORE YOU DIG O BEARING/DELTA RADIUS LENGTH TANGENT END STA T10N 3 W UNDERGROUND SERVICE ALERT OF SOUTHERN CALJFORNIA m A N49 46'01"W — — 977.99 18+77.99 WATER / SE�i APPROVED BY EASTERN MUNICIPAL WATER DISTRICT B °16'03" 995.00 22.01 — 19+D0.00 CIVIL ENGINEER OF SUBDIVISIONS DATE INITIALS DATE PROJECT ENG. APPROVALS INspmm — N WM OPERATIONS z SWR OPERATIONS NO. BY DATE REVISIONS: APPR. DATE SEAL COUNTY LD. U35 4 NOTE: COUNTY OF RIVERSIDE BENCHMARK: TRACT MAP NO. 30330-1, I P No. 030104 S.A. 33 � WORK CONTAINED WITHIN THESE PLANS PROFESS) TRANSPORTATION DEPARTMENT Q�DFESSJ��, BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 a SHALL NOT COMMENCE UNTIL AN �� �O A. 0 APPROVED BY: �O �� 8. SFB 4l ' SOUTH OF THE SOUTH-WEST END OF A COUNTY OF RIVERSIDE W.0. 10665 �' �` RIVERSIDE COUNTY FIRE STATION BUILDING 3' CANYON HEIGHTS ENCROACHMENT PERMIT AND/OR A � � y � , s GRADING PERMIT HAS BEEN ISSUED. w Y y y EAST OF THE WEST END OF A CONCRETE C.O. Z No c3 z PLANTER, AND IN THE PLANTER BOX SETA INTERIM FORCE MAIN COORD.22—B-28 No. 33950 l,'7 S /�/M B E Y O N D E N © I N E E R I N G BRASS DISC IN THE TOP OF A CONCRETE POST ' 06730A06 KHAL A. OT A E DATE �� * 255 EAST RINCON STREET SWE 110 CORONA CA. 92879 STAMPED "M-50-69" AND DATED "Nov lsss", GOETZ RD. PLAN AND PROFILE HT. 4 OF12 ' ELEV. 1551.272 FEET. ,HE PRIVATE ENGINEER SNalwc PLANS IS ,:FOR ASSURMG, ACCURACY y R.C 33950 XP. /3%6 `fJ' �, �!' 909.759.5700 TEL 909.739.7510 FAX www.NOLrE.COM AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF OISCAEPANGES ARISMG AFTER T Z COUNTHE T PIN OR WRING LE CONSTRUCTION,THE PRIVATE HE PLANS SHALL BE RESPONSIBLE ,,� �rv��- �. '7, I v\ STA. 9�00 TO 19+00 k FOR COUNTY ING AN ACCEPTABLE SOLUTION AND REVISING THE PLWS FOR APPROVAL BY CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these qTF DF Cq��FO -�� �"� /® _ �# F OF �A��E4� PREPARED BY. R.C.E. No C043543 SCALE NOLTE JOB NUMBER —g3qqjql� X plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. RECOMMENDED DATE DATE lz �� Hoyt HORIZONTAL: 1"= 4o VERTICAL: 1"=4' IE0201 D PLOT DATE: 12/01/04 TIME: 9:49 a.m. 93100 CONSTRUCTION NOTES. 1. REFER TO EMWD SEWER STANDARD DRAWING SB-157 FOR PIPE ZONE BEDDING. 2 REFER TO EMWD SEWER STANDARD DRAWING SB-156 AND RIVERSIDE COUNTY STANDARD NO. 818, WHICHEVER IS MORE STRINGENT, FOR TRENCH BACKFILL FOR SEWER PIPE. EXISTING GROUND SURFACE AT FORCE MAIN N W + 3. REFER TO EMWD SEWER STANDARD DRAWING SB-159 FOR CLASSIFICATION OF PIPE ZONE BEDDING N W O FOR SEWER PIPE. ~------ Q W 2 N 1425 - -- _----�, __ ___ ___ _ _ _ _ ____ - _ 1425 4. INSTALL EMWD APPROVED MECHANICAL THRUST RESTRAINT DEVICE PER EMWD STANDARD � + O DRAWING B-663. ----- �u N Z cj-------------------- et 5. VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR 0 ---------- — TO BEGINNING EXCAVATION. REPORT ALL DISCREPANCIES TO ENGINEER. 0 C:G. 6 SEWER FORCE u)Cz W W THE UTILITIES SHOWN ARE TAKEN FROM PLANS AND NOT THE RESULT OF FIELD INVESTIGATION. THE 1420 AIN 0O L 2-0 1420 CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, AVOIDING AND PROTECTING EXISTING 0 UTILITIES. ' C.G. 6 5 :WLP FORCE 6. SEWER LINE PLACEMENT SHALL MAINTAIN ADEQUATE DISTANCE FROM WATER PIPELINES PER DNS CLR. 1.3 A4AIN, C-9,00 CL. 200 N L=�9s.,,�4' REQUIREMENTS, WATERWORKS STANDARDS (TITLE 22, CHAPTER 16, SECTION 64572). S•=-0.007s CLR. 2.31 _ a M CLR. 1.3' 7. TRENCH BACKFIL:L AND SURFACE REINSTATEMENT TO BE DONE AS PER RIVERSIDE COUNTY v/ W. L`12Z - 1415 STANDARD NO. 818. 1415 - --- D118 L=368.9' S=-17.QUQ6 _ oa W W _ o W Z - - + W 0) J W _ _ NON Z W Q _ — W__ 1410 = co ' �' II .J W 1410 V .. _ XO _ _ - - - - X 1405 0 N 1400 ____ .____.-.. _v__ ___ _ _ _ 1400 133 05, RESTRAINED JOINTS VERT: 1"= 4' HORIZ: 1 = 40 19+00 20+00 21+00 22+00 23+00 24+00 25+00 STA. 22+52.54 STA. 22+83.25 6" SWR. X-ING GTE TEL. COND. BOT. TEL. COND.=1416.50 6" SWR. X-ING 18" CMP SO TOP SWR.=1415.20 BOT. SD.=1417.50 TOP SWR.=1415.20 EXISTING 18" PVC 0 WA TER C-905 EP R�jti 0� PER D-21043 N 75 On ... _ UNDERGROUND ND 0 A 22+00 F.. 00 21+00 OO 20+00 STA. 21+25.50 _ - 6 SWR. X-ING GTE TEL. COND. BO T. TEL. COND.=1418.00 - ` �• 4D ife TOP SWR.=1416.7 INTERIM 6" SEWER FORCE MAIN C-900 CL. 200 5' SOU TH OF CL TELEPHONE GRAPHIC SCALE R/W 0' 20 40 60 80 120 160 SCALE 1"_ 40' GOETZ ROAD10 itt� STA. 25+82.65= �V 10+43 GOETZ RD CL 5' L T, 11.25' BEND (HxH) a_ I DIAL TOLL FREE 1-800-227-2600 O BEARING/DELTA RADIUS LENGTH TANGENT END STATION AT LEAST TWO DAYS BEFORE YOU DIG A 3320'46" 995.00 579.09 - 24+79.08 UNDERGROUND SERVICE ALERT SOUTHERN cAUFORNw B N15 09'13"W — — 104.27 25+83.27 a_ WATER / SEWER APPROVED BY C NO3 54'13"W — — 16. 73 26+00.00 EASTERN UNICIPAL WATER DISTRICT CIVIL ENGINEER OF SUBDIVISIONS DATE z INITIALS DATE a PROJECT ENG. 7 'fS'Cy Q APPROVALS /NSPE£TIoN a WTI OPERATIONS — — SWR OPERATIONS N I N0. BY DATE REVISIONS: APPR. DATE SEAL COUNTY I.D. U35 o NOTE: COUNTY OF RIVERME BENCHMARK: TRACT MAP NO. 30330-1 IP No. 030104 WORK CONTAINED WITHIN THESE PLANS QROFESS�p� TRANSPORTATION DEPARTMENT Q%gVESS/p BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 S.A. 33 SHALL NOT COMMENCE UNTIL AN ��� Co & Or �Fti APPROVED BY: �c�� �� B SFB l ' SOUTH OF THE SOUTH-WEST END OF A COUNTY OF RIVERSIDE W.O. 10665 x ENCROACHMENT PERMIT AND/OR A �• RIVERSIDE COUNTY FIRE STATION BUILDING, 3' CANYON HEIGHTS C.O. w GRADING PERMIT HAS BEEN ISSUED. c3 7 _y Z EAST OF THE WEST END OF A CONCRETE Y No. 33950 l 7 0 �- r., AND IN THE PLANTER BOX SETA INTERIM FORCE MAIN 7- / k ML543 z PLANTER, CL tsk: W � 06/30/� ( — W B E Y O N D E N D I N E E R I N 6 STAMP "M- - COORD.22-B-28 12 ,HE PRIVATE INGINM SNGNNG THESE PLANS IS RESPONNOItE FOR ASSURING THE ACCURACY - HALE - A. OTH AN .E. DA TE * 255 EAST RNrM STREET SUITE 11O CORONA, CA. Mn BRASS DISC IN THE TOP OF A CONCRETE POST AND ACCEPTWLITY OF THE DESIGN HEREON. IN THE EVFHT OF DISCREPANCIES ARISING AFTF7t T ELEV. 551.272�EET. AND DRIED NOV 1959 , GOETZ Z R D. PLAN AND PROFILE OF I L E HT. 5 OF a F ;� REVISING, s� 0 C 33950 X /3%6 'fl'l C 1 y �N� s�9.789.5700 TEL 905.739.7510 FAX INMt1N.NOl.TE.COM STA. 19+00 TO 26+00 k THE COUNTY IV1� 9TF of UFD� -� �!� � � F pf �FOQ` wCAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these __ �� — h �� _ CAS PREPARED BY. �,4,�,� R.C.E. No. C043 43 SCALE NOLTE JOB NUMBER D — X plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. RECOMMENDED DATE DATE !Z olrLoo HORIZONTAL: 1*-4' VERTICAL: 1"--40' IE0201affla� PLOT DATE: 12 01 04 TIME: 9:50 a.m. U U_ q3�� __ _ -_ ___ _ _ _ __ __ _ _ _._ _ ___ __: _- _ _ _ __ ____ _.____ __ __.___ _--_-_ ___ _ _ -_ 1430 1430 - � _ ;. CONSTRUCTION NOTES: W 1. REFER TO EMWD SEWER STANDARD DRAWING SB-157 II 3 EXIS77NG GROUND SURFACE AT FORCE MAIN - --------- � FOR PIPE ZONE BEDDING. _ _ OW 2. REFER TO EMWD SEWER STANDARD DRAWING SB-156 40 % pto lwz AND RIVERSIDE COUNTY STANDARD NO. 818, Q. to �. _._ 'ci .O ^ _ _ __ _:_ _ - _ _ O.G. 6 SEWER FORCE . - WHICHEVER IS MORE STRINGENT FOR TRENCH __ _. .___ ( _ ____ __ _�,_ - _ ___ _. __ 1425 Z tiQ '�` �. h + - 11A/N, C-900 CL. 200 _ _ ___:_ .__ _ ____ _ 1425 BACKFILL FOR SEWER PIPE. 0 + Ol;uet �- C)co co a Z�oi N Lu N g0 ,oil ------ `�. N v� ^ • Vw II 3• REFER TO EMWD SEWER STANDARD DRAWING SB-159 J I ___-- FOR CLASSIFICATION OF PIPE ZONE BEDDING FOR Q Q �U^ �C 2 .� SEWER PIPE. O S=Q.001E L_ L350 O Z --_---- --------- ---- - S=_�0140 O 0 w t 4. INSTALL-EMWD APPROVED MECHANICAL THRUST ♦ m C� _ __ . _ - RESTRAINT DEVICE PER EMWD STANDARD DRAWING 1420 _ _ - _ _ _ __ . __- __ _ _-- __. - _ __ 1420 B-663. N _0 017p 5, VERIFY LOCATION AND ELEVATION OF ALL EXISTING p 35' - O .N _ Q UTILITIES PRIOR TO BEGINNING EXCAVATION. REPORT O- L" + cV r� �3i _ Q ALL DISCREPANCIES TO ENGINEER. THE UTILITIES O -'"' ' • II SHOWN ARE TAKEN FROM PLANS AND NOT THE RESULT O)W - _ - - O _ _ _ _ - _ Ci OF FIELD INVESTIGATION. THE CONTRACTOR H E __... _ , _ _.._ ;.__ __ _ __ _ _. _�... _.. . _ __ _ ____ .. _-._ _.__ _ ___ ____ ___ .____-. __ _ _.__ __. .__ _..._ _ __._ C ORS ALL B 1415 W � � v . _ _ _._. -_. _. TW 1415 RESPONSIBLE FOR LOCATING,AVOIDING AND = I PROTECTING EXISTING UTILITIES. W CLR. 6.42' _ 6 SEWER LINE PLACEMENT SHALL MAINTAIN ADEQUATE Z 1 Z DISTANCE FROM WATER PIPELINES PER DHS J W o J W W _ W REQUIREMENTS, WATERWORKS STANDARDS (TITLE 22, _ _ __ . _ _ _ M CHAPTER 16, SECTION 64572). coo �/� 1410 CLR. 3.61' V - V 7. PULL AT LEAST 3 JOINTS OF PIPE TO ACHIEVE ANGLE, _ PER MANUFACTURER'S RECOMMENDATIONS. 8. TRENCH BACKFILL AND SURFACE REINSTATEMENT TO Q BE DONE AS PER RIVERSIDE COUNTY STANDARD NO. CLR. 1.41' L=38 56' S=-0.000E 818. 1405 1405 o °0 moo ^ TWO O ^ _ N;�D N N _ QN O Q -'_ c ..___.. _ _. Cz _. _._ _. __ _ __ _ _ _ __ __ 133°05' RESTRAINED JOINTS VERT: 1"= 4' HORIZ: 1"= 40' 26+24 26+32.56 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 GRAPHIC SCALE STA° 34+52°35 0' 20 40 60 80 120 160 STA. 26+56.09 INTERIM 6" SEWER C-900 SCALE 1"- 40' 6" SWR. X-ING. 54" CML&C REC. WTR. EXIS77NG 18 WATER CL. 150 6' N OF CL 1" A V & AR BOT° REC. W7R.=1409.40 PER D-21042 EP R/W (B598) TYPE B O MATCH LINE STA 28+00 `= TOP SWR =1407.99 0 SEE SHEET 5 a� 2 00 28+00 29+00 30+00 31+00 C 32+00 STA. 26+03.39= Q 33+00 34+00 ... ._ 35+00 36_ 10+23.38 GOETZ RD CL, 9.05 L g o _ 5+ 4 6+.00__ 7_+.QO - 8+00„ 9+00 - I - +- -I - �- - _ - - - 4+84.99 NEWPORT RD CL, 20.09 L T o y _ .. STA. -28-+ 4 + _, ._. I __. _ 10+00 - 11 00 ---}-- W 4 BEND, SEE NOTE 7 0 __-__. ___. 12+00.___., 13+00 5 E , B.O. PERB-357_ _ . +0n W STA. 26+90. 3 " AT15 W STA. 6+24.12 BACK= 6 SWR. X-lNG 15 CUP S �142 T 2 STA. 26+32.56 AHEAD = 7 73 80T° SD. 1416.5 10+0�70 GOE77 RD CL, 1:80 RT TOP SWR.=1410.08 W 5+00.20 NEWPORT RD CL, 6' LT 45- BEND, SEE N07E 7 O HEAD STA. 26+ 6" SWR. X-ING 30" NON-REC. WTI?.10+00 GOETZ R = EL E TR/CAL BO T° NON-REC. W7R.=1411.E DIAL TOLL FREE 5+00 NEWPORT RD - W TOP SWR.=1407.99 R/W DIRECT BURIED 1-800-227-2600 + FIBER OPTIC CABLE a o CONTRACTOR SHALL LOCATE AND AT LFART TWO DAYS PR07ECT ALL TRAFFIC CONTROL LOOPS a BEFORE YOU DIG O AND TRAFFIC CONTROL ELECTRICAL NEWPORT ROAD 1-1 x u"°ERCR°u"° sUv'°E 'u�r OF sour"ER" ca'2 "a o O � SER I/ICES AT 71�E IN TERSEC AON OF GOETZ ROAD AND NEWPORT ROAD O BEARING/DELTA RADIUS LENGTH TANGENT END STA110N WATER / SEWER APPROVED BY Q N A NO3 54'13"W - - 3.27 26+03.27 EASTERN MUNICIPAL WATER DISTRICT B N46°43'27"E - - 20.73 26+24.00 C N89 32'S7"W 982.64 36+00.00 a CIVIL ENGINEER OF SUBDIVISIONS DA T E INITIALS DATE a PROJECT ENG. �}'� I.Z-$- aAPPROVALS INSPE671oN - a WTR OPERATJONS SWR OPERATIONS --- N NO. BY DATE REVISIONS: APPR. DATE SEAL COUNTY I.D. U35 a NOTE: COMY OF RIVERSIDE BENCHMARK: TRACT MAP NO. 30330-1 I P No. 030104 WORK CONTAINED WITHIN THESE PLANS QROFEssi TRANSPORTATION DEPARTMENT Q�of ESS/Q BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 S.A. 33 SHALL NOT COMMENCE UNTIL AN ��� �p A. OA �Fti APPROVED BY: ��o ��� 8• SFB l ' SOUTH OF THE SOUTH-WEST END OF A COUNTY OF RIVERSIDE W.0. 10665 x ENCROACHMENT PERMIT AND/OR A g ti; �y RIVERSIDE COUNTY FIRE STATION BUILDING, 3• CANYON HEIGHTS C.O. w GRADING PERMIT HAS BEEN ISSUED. c3 y Z �„ EAST OF THE WEST END OF A CONCRETE Y �n - k coo z PLANTER AND IN THE PLANTER BOX SET A INTERIM FORCE MAIN COORD.22-B-28 00 No. 331150 Z f / ••, B E Y O N D E N 6 I N E E R I N G ' / ( � S � ��(� .,, BRASS DISC IN THE TOP OF A CONCRETE POST HT. s OF 12 W EV. 06/30/06 °� STAMPED "M-50-69" AND DATED "NOV 1969', NEWPORT RD. PLAN AND PROFILE AND AMATECGVT MLM OF THE DE�PLANS IN roa ASIRAWNG n+e ACCURACY HAL A. 0 AN E DATE * - 255 EAST RINCON STREET SLATE 110 CORONA CA. 92879 ELEV. 1551.272 FEET. Z AND ACCEP7ABRITY OF THE OE516N NEAEGN. IN ME EVENT OF GLANCES AR1911G AFIQt •C. 33950 XP. 30 06 `f'l' �� W F A TA AN EER�G�APPROVAL 19 *s9T �, �* / / 'jF C I y�� 909.739.5700 TEL 909.789.7510 FAX www.NOLTE.COM STA. 26+00 TO 36+00 x THE CGUNTY wCAUTION: The en ineer re arin these lans will not be responsible onsible for, or liable for, unauthorized chap es to or uses of these C043543 g p p g p p g F of CAUFO = Uf C A��F PREPARED BY. �� R.C.E. No. SCALE 1ENOLTE JOB NUMBER D X plans. All changes to the plans must be in writing and must be approved by the preporer of these plans. RECOMMENDED DATE DATE HORIZONTAL: 1"=40' vER11CAL 1"=4' IE0201 PLOT DATE: 12/01 04 TIME: 9:51 a:m: 1q5r7 ... UW CONSTRUCTION NOTES. ------ I. REF _ ER TO EMWD SEWER STANDARD DRAWING SB 157 FOR PIPE ZONE 1425 1425 BEDDING. 2. REFER TO EMWD SEWER STANDARD DRAWING SBA56 AND RIVERSIDE �----------- ) - COUNTY STANDARD NO. 818, WHICHEVER IS MORE STRINGENT, FOR TRENCH BACKFILL FOR SEWER PIPE 00 3. REFER TO EMWD SEWER STANDARD DRAWING SBA 59 FOR t_ CLASSIFICATION OF PIPE ZONE BEDDING FOR SEWER PIPE. 1420 � 1420 4. INSTALL EMWD APPROVED MECHANICAL THRUST RESTRAINT DEVICE O PER EMWD STANDARD DRAWING B-663. O aj cn ti `_-- -----_- fBCS C.G. 6 SEWER FORCE ----- _ MAIN, C-900 CL. 200 O 5. VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR O —_ � CAR. s ------�___ TO BEGINNING EXCAVATION. REPORT ALL DISCREPANCIES TO co NCQF __. _ _.__ _ _ _- _-__._ - - _. __ _ ___ _ ___ ___L� — ENGINEER. 1415 O , , — — ____. _-__ __ ___ -_ _ _._ __- __ ___ Mf 1415 THE UTILITIES SHOWN ARE TAKEN FROM PLANS AND NOT THE RESULT OF FIELD INVESTIGATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, AVOIDING AND PROTECTING EXISTING UTILITIES. W co 6. SEWER LINE PLACEMENT SHALL MAINTAIN ADEQUATE DISTANCE FROM W Li ------ a WATER PIPELINES PER DHS REQUIREMENTS, WATERWORKS Z ►7 ` II Q W STANDARDS (TITLE CHAPTER Q-__ ___. __ _ _-. __-- _ ___. _---- -.._____ ...___.___. _. _____- __ __ _______-._ C9 ( , CATER 16, SECTION 64572). 1410 W qTp�,� -_-.___ _-._ ._ _..._ ..._._._ _� C __.. _ _ __- _. W 1410 Z +ate 7. TRENCH BACKFILL AND SURFACE REINSTATEMENT TO BE DONE AS PER W �` Z RIVERSIDE COUNTY STANDARD NO: 818: J V t W W - CER. W -J W rL 1400 :__ 1400 _ Q VERT. 1"= 4' _ HORIZ: 1"= 40' 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 O EX/STING 54" RECLAIMED O WATER PIPELINE CML&C CLASS 150 O f EP EXISTING 30" NON-RECLAIMABLE INTERIM 6" SEWER C-900 STA. 45+09.34 O R/W WATER PIPELINE CML&C CL. 150 6' N OF CL 6 SWR. X-ING 36 RDP SD f EXISTING 18 WATER CLASS 150 BOT. SWR.=1408.00 PER D-21039 TOP RCP SD=1407.00 co _ . 00 -_ ___ GRAPHIC SCALE _ � � - I - � -I - 9+00 40+00 0) W q 41+00 42+00 43+00 44+00 45+ 46 W 0' 20 40 60 80 120 160 15+0D _ ._- _ _ _ 16+00_ - _ _ 22t00 SCALE 1 = 40 :3La _ -_ _- _ � jW TA. 39+83.35 W 6" SWR. X-ING 24" CMP SD EXISTING BOT. SWR.=1416.32 DIRECT BUR/ED 36" RCP -,D V a TOP CMP SD=1415.82 FIBER OPTIC CABLE � R/w N a DIAL TOLL. FREE EWPORT ROAD 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG W UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA O BEARING/DELTA RADIUS LENGTH TANGENT END STATION WATER / SEWER APPROVED BY EASTERN MUNICIPAL WATER DISTRICT A N89 32's7"w — — loo0 46+00 Jo_ L O CIVIL ENGIN ER OF SUBDIVISIONS ATE INITIALS DATA o_ PROJECT ENG. -Oy Z APPROVALS wsPEC m WM OPERATIONS I SWR OPERATIONS - � N0. BY DATE REVISIONS: APPR. DATE SEAL COUNTY NOTE: COUNTY OF RIVERSIDE TRACT MAP NO. 30330 1 IP No. 030104 I.D. u35 ts&OLT � BENCHMARK: � � S.A. 33 N WORK CONTAINED WITHIN THESE PLANS QROFESs/ TRANSPORTATION DEPARTMENT QRof E$S/p BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 o SHALL NOT COMMENCE UNTIL AN �p A. Or ��` APPROVED BY: �o �� 6. 6 • SOUTH OF THE SOUTH-WEST END OF A COUNTY OF RIVERSIDE W.O. 10665 ENCROACHMENT PERMIT AND/OR A �`� ti ti� �� �y RIVERSIDE COUNTY FIRE STATION BUILDING, 3' CANYON HEIGHTS C.D. 1 a GRADING PERMIT HAS BEEN ISSUED. a Y ' y - '� EAST OF THE WEST END OF A CONCRETE �- Oc Z � � � �' tUN3 ►Z B E Y O N D E N G I N E E R I N G PLANTER, AND IN THE PLANTER BOX SETA INTERIM FORCE MAIN COORD.22-B-28 HT. 7 OF 12 No. 33950 (,7' Q „� (� ,,, BRASS DISC IN THE TOP OF A CONCRETE POST W �P• �/�/� °� �' STAMPED "M-50-69" AND DATED "NOV 1969" THE PRIVATE ENGINIM SQMG THESE PLANS IS RESPONSIBLE FOR ASSURING THE AMPACY HALED OTH , P. DA TE 255- EAST RINCON- STREET, SUITE 110- CORONA, CA. 92879 ELEV. 1551.272 FEET. NE WP OR T R D. PLAN AND P R OF IL E AND ACCEPPWVAY of URI I CON HEREON. IN,K L'�A•.TE N INSC SHALL AR SING SIBLE * C.E. 3950 P. 6 0 06 J'l' �, �� 909.739.5700 TEL 909.739.7510 FAX WWW.NOLTE.COM STA. 36+00 TO 46+00 Z COUNTY FMNI G OR WRING LE CONSTRUCTION. D PRIVATE HE PLANS FOR BE DVAL BY CIVf<�- � / �j^ I V 1 Q�`�► FOR DETERMINING AN ACCEPTABLE SOLUTd/AND RENSINC THE PLANS FOR APPROVAL BY <• k THE COUNTY q TF OF CALIFD OF C AIDE C043543 � CAUTION: The engineer preparing these plans will not be responsible for, or Fable for, unauthorized changes to or uses of these - a ' PREPARED BY. � R.C.E. No _ SCALE NOLTE JOB NUMBER _ .IJ x plans. Alt changes to the plans must be in writing and must be approved by the preparer of these plans. RECOMMENDED DATE DATE O� HORIZONTAL: 1"=40' VERTICAL: 1"=4' [ IE0201 D PLOT DATE: 12 01 04 TIME: 9:54 a.m. CONSTRUCTION NOTES. - 1. REFER TO EMWD SEWER STANDARD DRAWING SB-157 FOR PIPE ZONE _. _ __ _.- 1420 ;- _ _ _ � _ _ __ _ _ _ __._ - _- __ __ r _ _ 1420 2. REFER TO EMWD SEWER STANDARD DRAWING SB-156 AND RIVERSIDE COUNTY STANDARD NO. 818, WHICHEVER IS MORE STRINGENT, FOR TRENCH BACKFILL FOR SEWER PIPE. 3. REFER TO EMWD SEWER STANDARD DRAWING SB-159 FOR CLASSIFICATION OF PIPE ZONE BEDDING FOR SEWER PIPE. 1415 --_- ____ _ _ _ -_ _ 1415 _ 4. INSTALL EMWD APPROVED MECHANICAL THRUST RESTRAINT DEVICE 0 PER EMWD STANDARD DRAWING B-663. 0 0 5. VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING EXCAVATION. REPORT ALL DISCREPANCIES TO �_ , 0 ENGINEER. THE UTILITIES SHOWN ARE TAKEN FROM PLANS AND NOT EXIS77NG GROUND SURFACE AT FORCE MAIN THE RESULT OF FIELD INVESTIGATION. THE CONTRACTOR SHALL BE 1410 + ` - - - 1410 RESPONSIBLE FOR LOCATING,AVOIDING AND PROTECTING EXISTING UTILITIES. II "-------- M W _ C.G. s SEWER FORCE --=-- ------------------------- --------- _ _ a 6. SEWER LINE PLACEMENT SHALL MAINTAIN ADEQUATE DISTANCE FROM w W V MAIN, C-•900 CL. 200 -- -- -------------------------------- WATER PIPELINES PER DHS REQUIREMENTS, WATERWORKS = �`�, ~ W STANDARDS (TITLE 22, CHAPTER 16, SECTION 64572). -W M C1.R.-.: 6 DF _. ��----------------------------�, W �/� —�— ____ I __ _ __ _ __ _ _ _ .__ _ __. _ 1405 7. TRENCH BACKFILL AND SURFACE REINSTATEMENT TO BE DONE AS PER RIVERSIDE COUNTY STANDARD NO. 818: W .01 W CO J W L=668. C.G. 6 SEWER FORCE MAIN, C-900 CL. 200 Z JW W 1400 UN m L=507 47 1 00 $=-fl:0068: ------------ + o 1395 1395 cn ti 1390 __-_ _____ _ _ __ ____ _ __ __ _ ___ _ _ _._ - __ --.__ _._ ____ _ .. ___: -. __ __ _ __.-_ _ _. 1390 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 0 EXIS77NG 54" RECLAIMED 0 0 WATER PIPELINE CML&C t 0 CLASS 150 f EXIS77NG 30" NON-RECLAIMABLE INTERIM 6" SEWER C-900 10 WATER PIPELINE CML&C EP R1W CL. 150 6' N OF CL CLASS 150 EXIS 17NG 18 WA TE PER D-21039 W W z W 00 GRAPHIC SCALE = 49+00 UJI 50+00 51+00 �q 52+00 53+00 54+00 55+00 56___ W 0' 20 40 60 80 120 160 Z I — +- —I — I — +- - -- —I — ;--- — W 25_+00:__._.___. 2,6+00_ _ __. 27+00. _ _ -T — — ;---- — --}— — — I — -_ . _ 28+00 . . . _ . .-. _29+OD_._. __-. __ _. . . --. __. 30-=�QO_ . _ ._..._ � ,__ _ _ _ A 1"= _ _- 31+1�G1_ a.T ._._ 2+00 SCALE 40 J W 1406,13 33#OD- _ 34�-00 01— V EXIS77NG STA. 46+52.42 DIRECT BURIED a 36" RCP SO 6 SWR. X-ING 36" CUP SO FIBER OPTIC CABLE R1W a BOT. SWR.=1406.55 !jrA TOP CMP SD=1406.05 NEWPORT ROAD L TOLL FREE. 00-227-2600 EAST TWO DAYS BEFORE YOU DIG W UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA O BEARING/DELTA RADIUS LENGTH TANGENT END STA 77ON WATER / SEWER APPROVED BY A N89 32'57"W — — 1000 56+00.00 EASTERN MUNICIPAL WATER DISTRICT CIVIL ENGINEER OF SUBDIVISIONS QATE ANITIALS DATE a. ' PROJECT ENG. zAPPROVALS INSPEC77ON --- WTR OPERATIONS Q SW OPERATIONS — N0. BY DATE REVISIONS: APPR. DATE SEAL COUNTY I.D. U35 a NOTE: COUNTY OF RIVERWE BENCHMARK: TRACT MAP NO. 30330-1 I P No. 030104 N WORK CONTAINED WITHIN THESE PLANS QR�E /off TRANSPORTATION DEPARTMENT Q�4FESS/0 BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 S.A. 33 SHALL NOT COMMENCE UNTIL AN 14. O 9. S 7l ' SOUTH OF THE SOUTH—WEST END OF A COUNTY OF RIVERSIDE W.O. 10565 ENCROACHMENT PERMIT AND/OR A �`� ' �� OI,S, Fyn APPROVED BY. �Q�, �p� FB �^ RIVERSIDE COUNTY FIRE STATION BUILDING 3' Z '� �.�, �' EAST OF THE WEST END OF A CONCRETE CANYON HEIGTHS C.O. CL GRADING PERMIT HAS BEEN ISSUED. Y z 0 k /�/3� B E Y O N D E N 6 1 N E E R I N G PLANTER, AND IN THE PLANTER BOX SETA INTERIM FORCE MAIN COORD.22—B-28 No. 33950 1 ,7 ,,j ER%W ,-., BRASS DISC IN THE TOP OF A CONCRETE POST HT. 8 OF 12 W �. 06/30/06 STAMPED "M-50-69" AND DATED "NOV 1969-, NE WP OR T R D PLAN AND PROFILE THE MATE ENGWEER Sip1UlG THESE PLANS IS RESPON9&E FOR ASSURRJG THE ACCURACY y KHALE A. OT AN P DATE * 255 EAST-RNNCON STREET SUITE 11O CORONA- CA. 92879 MID ACCEPTMUTY OF TW OESM HENEON. IN TK EVENT OF DISCWAMMS AWSING AFTER T ' f !. ' ' ELEV. 1551.272 FEET. 2 COUNTY APPROVAL OR DURING CMMRWTM.7NE PWVAIE F77GMEM SHALL BE REWON9&E S R.C. 33950 XP. %6 l 900.730.5700 TEL 909.739.7510 FAX WWW.NOLTE.COM FOR DEIEWMANG AN ACCEPTABLE SOLUIM MA REV MG 1W PLANS FOR APPROVAL BY t4C4JE �IV,�, 9l 1 v �� STA. 46+00 TO 56+00 CAUTION: The engineer preparing these tans will not be responsible for, or liable for, unauthorized changes to or uses of these qTF OF CAUFO �� -' it F�f ch.\E� g p p g p p g - a =� PREPARED BY.• R.C.E. No_ - C043543 SCALE NOLTE JOB NUMBER D — X plans. All changes to the plans must be in writing and must be approved by the preporer of these plans. RECOMMENDED DATE DATE x.. HORIZONTAL: 1"=40' VERTICAL: 1"=4' IE0201 PLOT DATE- 12/01. 04 TIME: 9:56 a.m. 3�� � � CONSTRUCTION NOTES. 1. REFER TO EMWD SEWER STANDARD DRAWING SB-157 FOR PIPE ZONE _ BEDDING. 1420 1420 2. REFER TO EMWD SEWER STANDARD DRAWING SB-156 AND RIVERSIDE _ COUNTY STANDARD NO. 818, WHICHEVER IS MORE STRINGENT, FOR TRENCH BACKFILL FOR SEWER PIPE. 3. REFER TO EMWD SEWER STANDARD DRAWING SB-159 FOR CLASSIFICATION OF PIPE ZONE BEDDING FOR SEWER PIPE. 1415 1415 4. INSTALL EMWD APPROVED MECHANICAL THRUST RESTRAINT DEVICE Q PER EMWD STANDARD DRAWING B-663. O - 5. VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR f Q TO BEGINNING EXCAVATION. REPORT ALL DISCREPANCIES TO O ENGINEER. THE UTILITIES SHOWN ARE TAKEN FROM PLANS AND NOT __ __. - THEFIELD 1 ___ _RESULT OF D INVESTIGATION. THE CONTRACTOR SHALL BE 1410 _.. _,_ _ _..... _._-- _ _ - _... . _._____ __:._.__ ___.---_ -._._.__ ___ _.__. . 1410 RESPONSIBLE FOR LOCATING,AVOIDING AND PROTECTING EXISTING Q UTILITIES. uj Q 6. SEWER LINE PLACEMENT SHALL MAINTAIN ADEQUATE DISTANCE FROM W �OLa0 N WATER PIPELINES PER DHS REQUIREMENTS, WATERWORKS = � EX/STING GROUND SURFACE AT FORCE MAIN STANDARDS (TITLE 22, CHAPTER 16, SECTION 64572). o A O- e! _ Y/ W W � W _ __ _ _ _ W 7TRENCH BACKFILL AND SURFACE REINSTATEMENT TO BE DONE AS PER1405 '� ESN) _ __,__ _ :.. ._ _. __.___ _ ___._ __ __ = 1405 RIVERSIDE COUNTY STANDARD NO. 818. J W - ------ ---------- W ��--------------- ------ -------------------------_------ ---- ----------------------- W W CN t� - - _ - W C.G. 6 SEWER FORCE 1400 MAIN, C 900 Ci. 2f30 C.G. £ SEWER ORCE A _ __ __.. _ ._ _._ __- _... ..____._ ______ .___ _ 1400 MAIN, C-900 CL. 200 CLR. 1.65 CLR. 1.84E _ i1 ao L=661.37 S=-Q.0015 S=-0.0410 _ h 1395 1395 1390 ___ ___ __ _ ___ ___ _ _.. _ __ _ _ _ _ _ _.. _ _ _. - _ - _ _ ___ _ -_ - __._._ _ 1390 3 RESTRAINED JOIN'7'S _ RESTRAINED JOIN IS VERT: 1"= 4' HORIZ: 1"= 40' 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 EXISTING 54" RECLAIMED O WATER PIPELINE CML&C O S1 Q fEP Q INTERIM 6" SEWER C-900 4D EXISTING 30" NON-RECLAIMABLE R/W CL. 150 6' N OF CL W WA TER PIPELINE CML&C EXISTING 18" WA TER co CLASS 150 PER D-21039 STA. 63+12.00= a 61+7 64 SNEWPORT RD CL 9' r �.. .., L T, 22. ' HxH BEND _ - - UA W - o - W q 60+00 61+00 62+00 63+00 4 +00 43+00 44+00 0' 20 40 60OUPHIC . 80 120 160 W Z 35+09 _ _ . '— �— r- — —�- — ► — I- —I — ;— — —T — ;-- — — — 64+00 _ .._,__._ _ W 36+� 37+©Q —+-- — 65+00 66 SCALE 1"= 40' (j� -_ _ - ___ 4T+00 —� �� C Z W _ - - - _ - _� V FER DN218 WA TER W STA. 56+85.55 STA. 60+85 29 STA. 63+40%7_ 6 SWR. X-ING 20 CUP SD R W 6" SWR. X-ING 15". CMP SD 42+06.19 NEWPORT RD CL Q BOT. CMP SD=1399.8 I BOT. CMP SD=139�'4 5' 0 22.5E WPO BENDJ/ TOP SWR.= 1398.15 TOP SWR.= 1397.56 DIRECT BURIED Q a . DIAL.TOLL FREE. NEWPORT ROAD FIBER OP77C CABLE 1-800-227-2600 AT LEAST TWO DAYS all BEFORE YOU DIG Q UNDERGROUND SERVICE ALERT OF SOUTHERN CAL,FORNIA a WATER / SEMI APPROVED BY EASTERN MUNICIPAL WATER DISTRICT O BEARING/DELTA RADIUS LENGTH TANGENT END STATION 4 Z 0 A N89 3257"W — — 912.00 63+12.00 CIVIL ENGINEER OF SUBDIVISIONS ATE B N67'02'59"W — — 28.74 63+40.74 INITIALS DATE PROJECT ENG. 'r - o� Lc N89 33'04"W - - 259.26 66+00.00 1 APPROVAL$ INSPECTION WTR OPERATIONS SWR OPERATIONS N — 8��L I N0. BY DATE REVISIONS: APPR. DATE SEAL COUNTY I.D. U35 s NOTE: COMY OF NVERSM r4cLTI. BENCHMARK: TRACT MAP NO. 30330-1, IP No. 030104 S.A. 33 WORK CONTAINED WITHIN THESE PLANS QEtOFEss/pA,. TRANSPORTATION DEPARTMENT Q�OEESS/��' BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN �� 0 A. O �9�F APPROVED BY: �O 6 F ' SOUTH OF THE SOUTH—WEST END OF A W.O. 10665 x ENCROACHMENT PERMIT AND/OR A ��•.�' rti;4� c�� �� y RIVERSIDE COUNTY FIRE STATION BUILDING, 3' CANYON HEIGHTS C.O. w GRADING PERMIT HAS BEEN ISSUED. c3 `Z' y EAST OF THE WEST END OF A CONCRETE Z / Z k 8 E Y O N D E N 9 1 N E E R I N G PLANTER, AND IN THE PLANTER BOX SET A INTERIM FORCE MAIN COORD.22-B-28 x No. 33950 / ( 0 S 1 ( BRASS DISC IN THE TOP OF A CONCRETE POST HT. 9 OF 12 w , PRIVATE THESE P RED F�, , �RAGYP• /�/� STAMPED M-50-69" AND DATED NOV 1969', N E WP OR T R D PLAN AND PROFILE AND RIVATE MOM R THE NG ��,. RS ES EVENT OF R ASSURING T ARISING„� KHALED OTHM P. DA TE � * � 2b5 EAST RNdCON STREET, SUITE 110 CORONA CA. 92878- ELEV. 1551.272 FEET. ' Z CONY "OR W �. ���ENS * TF 0 V1� o �* R.C.E 3950E /06 r 9 'fr / `� 909.7S9.5T00 TEL 909.739.75� FAX WWW.NOLTE.COM STA. 56+00 TO 66+00 CFOROUNTY TY AP RANG AN ACCEPTABLE SOLUTION AMPRIVATE REVISING THE NM HA APPROVAL BY WTHE COUNTY �' CAUTION: The engineer preparing these plans will not be responsible for, or liable for unauthorized changes to or uses of these OF CALIF > ? �� m OF CAI C043543 11D ,� g p p g p p g - -` PREPARED BY. S R.C.E. No. SCALEIF NOLTE JOB NUMBER X plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. RECOMMENDED DA TE DATE _Zo®- HORIZONTAL• 1"=40' VERTICAL 1"=4' fE0201 PLOT DATE: 12 01 04 TIME: 9:57 a.m. q3l- 1420 _-_ __ _ _ _ _ ___ _ __ ___ _ - 1420 CONSTRUCTION NOTES. 1. REFER TO EMWD SEWER STANDARD DRAWING SB-157 FOR PIPE ZONE BEDDING. 2 REFER TO EMWD SEWER STANDARD DRAWING _ SB-156 AND RIVERSIDE COUNTY STANDARD NO. 818, 1415 __ _ --_ ----_-__ . _ _ ... _ _ _ ___ __ _ _ 1415 WHICHEVER IS MORE STRINGENT, FOR TRENCH BACKFILL FOR SEWER PIPE. 3. REFER TO EMWD SEWER STANDARD DRAWING SB-159 FOR CLASSIFICATION OF PIPE ZONE BEDDING FOR SEWER PIPE. 0 4. _ ___ _ 0 INSTALL EMWD APPROVED MECHANICAL I 141 __ ____ _ _. _ _____ ___ _. ._ _. _ - _ _ _ _ _ -_ ._ ___ __ __ _____ .-_____._ .__._____ __- _-_____. _ ___ _ _ _-- -- _ . -_ _- -___ __ __ -__ _. _ _ _. ECH N CAL THRUST 0 0 _ ._ _-- _.-_ __._ _ � 1410 RESTRAINT DEVICE PER EMWD STANDARD DRAWING 0 B-663. � � _ r 5VERIFY LOCATION AND ELEVATION OF ALL EXISTING z r UTILITIES PRIOR TO BEGINNING EXCAVATION. 0 �. _ O cx REPORT ALL DISCREPANCIES TO ENGINEER. THE Q � UTILITIES SHOWN ARE TAKEN FROM PLANS AND NOT _.._ .. - _ THE RESULT OF FIELD INVESTIGATION. THE U ___ _ N -C N ....-_ _. _.__ . ___ _. _ - _... ..- .__._. .._.__- _ _.__.___ _____ yr 1405 W EX/S77NG GROUND SURFACE AT FORCE MAIN r� �� ^ W CONTRACTOR SHALL BE RESPONSIBLE FOR ----____ z LOCATING, AVOIDING AND PROTECTING EXISTING -'---- '- W �� W UTILITIES. -------------------------------------- - . co W Z 6• SEWER LINE PLACEMENT SHALL MAINTAIN 0 W ADEQUATE DISTANCE FROM WATER PIPELINES PER W 1400 V ____.. ._ ___ _.__. . : __ ._. _ __ _- __ _ __ _ _ ____ ___._ ____-_ _ ___ __. _ _ __ _ DHS REQUIREMENTS, WATERWORKS STANDARDS _.. _ . _ _. . 1400 (TITLE 22, CHAPTER 16, SECTION 64572). C.G. 6 SEWER FORCE _ hIAIN, C-900 CL: 200 C.G. 6 rE_91 FORCE C� 7. TRENCH BACKFILL AND SURFACE REINSTATEMENT MAIN;-C- 'CL.- CL 200 TO BE DONE AS PER RIVERSIDE COUNTY STANDARD - NO. 818. L=557:42 _ 3=-000?0 1395 1395 -- S=-0.006 L=t626.t0' S=D.0024 N N o) N p V s0 (0 (0 (0. c0 II N `� _- _ _._ 1390 + _ _ _____ ___. _ . __ _ __ 1390 14 RESTRAINED JOINTS 14' RESTRAINED JOINTS 6 v HORIZ: 1"= 40' 66+00 67+00 68+00 68+34.84 68+30.50 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 GRAPHIC SCALE 0' 20 40 60 80 120 160 SCALE 1"= 40' CG 54" RECLAIMED WATER PIPELINE CML&C 0 CLASS 150 INTERIM 6" SEWER C-900 EQUA 770N. CL. 150 6' N OF CL f CG 30" NON-RECLAIMABLE STA. 68+34.84 BACK= WA TER PIPELINE CML&C EXlS77NG 18 WA 7L�R 68+30.50 AHEAD RAW 14" WA TER EP STA. 72+38.52 0 PER D- 21701 46+98.19 NEWPORT RD CL PER D-1740 6" SWR. X-ING 18" CUP SD � 6' L T, 22.5' HxH BEND BOT. S.D.=1398.85 0 T SWR 1394.76 _ r _ 0) W W 45+00 __ _..___.. ___ �. 46+00_ 69+00 70+00 _ © 71+00 72+00 73+00 74+00 75+00 76-UJI68+00 , UA 00 I- A 67+00 I �- - Z -� --- - - - - - ,h -47+00 _ __ ____._ _ _ _ 48+-00 49-+..00. _ _ _ -,5 +00 - _-52+0Q____... __... J SSA: g+3�#: 2 5 +0.0..__ _ _5.4-+00 W STA. 72+ 6" SWR. X-ING 18" CUP SD W v B.O. PER 8-357 BOT. S D.=1398.f - Z V TOP SWR.=1394.75 3 W 8 ~ DIRECT BURIED STA. 68+06.12 RIW _ W DIAL TOLL FREE FIBER OP77C CABLE 46+71.58 NEWPORT RD CL a_ - - 27-26 0 - �800 2 0 5 RT, 22.5 HxH BEND NEWPORT ROAD v AT LEAST TWO DAYS BEFORE YOU DIG W UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA a 0 BEAR/NGADEL TA RADIUS LENGTH TANGENT END STA 77ON WATER / SEWER APPROVED BY A N89 33'04"W - - 206.12 68+06. 12 W EASTERN MUNICIPAL WATER DISTRICT � VA�4 B N6755'S7"E - - 28.72 68+34.84 CIVIL ENGINEER OF SUBDIVISIONS DATE C N8933'04"W - - 769.50 76+00.00 INITIALS DATE PROJECT ENG. �1'T APPROVALS wspmnoN o: WAR OPERAPONS SWR OPERATIONS NO. BY DATE REVISIONS: APPR. DATE SEAL COUNTY TRACT MAP N 0. 30330-1, I P N o. 030104 I.D. u35 o: NOTE: COIN�TY OF RIVERSDE BENCHMARK: WORK CONTAINED WITHIN THESE PLANS QFt)FESSt TRANSPORTATION DEPARTMENT Q�Of ESS/� BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 S.A. 33 N SHALL NOT COMMENCE UNTIL AN �� A. �< �O �� W SF �'/l • SOUTH OF THE SOUTH-WEST END OF A COUNTY OF RIVERSIDE W.O. 10665 a ENCROACHMENT PERMIT AND/OR A �" RIVERSIDE COUNTY FIRE STATION BUILDING, 3• C.O. o o ti; BY: EAST OF THE WEST END OF A CONCRETE CANYON HEIGHTS GRADING PERMIT HAS BEEN ISSUED. ,� Y ' V k z PLANTER, AND IN THE PLANTER BOX SETA INTERIM FORCE MAIN COORD.22-B-28 Q Z i �, B E Y O N D E N A 1 N E E R I N 3 No. 33950 / 7 l (� BRASS DISC IN THE TOP OF A CONCRETE POST HT. i0 OF 12 a THE PRIVATE 04WEER SIGN THESE PLANS IS REST O GRE FOR ASSURING THE ACCURACY �/�/� �AOSTAMPED "M-50-69" AND DATED NOV 1969 . N E W P O R T R-D. PLAN AND P R O F IL E AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF GISCAEPANWS ARISNG AFTER KHAL . �NP,' 255-EAST-RNrCON STREET SUITE-110 CORONA- CA. 92879s ELEV. 1551.272 FEET.COUFORNTYAPPROVAL OR DURING CONSTRUC1ION.Tiff PRIVATE ENGINEER SHALL BE RESPONSBLE (�OCEPTABLE SOLUTION AND REMSING INE PLANS FOR APPROVAL BY �1V1 33950 06 r'l 1 v�� • 000.730.5700 TEL W9.739.7510 FAX WWW.NOLTE.COM STA 68+00 TO 76+00 THE COUNTY T N CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these F OF Cp,L�FO C1\��F� , LC04,3543AN A �= °'� = ' PREPARED BY.• R.C.E. No. SCALE NOLTE JOB NUMBER DX plans. All changes to the plans must be in writing and must be approved by the preporer of these plans. IL L RECOMMENDED N DATE DATE .! lZesa� , HORIZONTAL: i"=4o' VERTICAL: i"=4' IE0201 PLOT DATE' 12 01/04 TIME: 9:59 a.m. q3�- uu i CONSTRUCTION T -_._ ___-__.---_ .-___ .__ .__ _ ... .__ _._ --.-__- -_._-_-_ -__-___ ___._____ . ____.___ ____ .__ _. . -. . _. _ __.__._. .NO ES 1420 1. REFER TO EMWD SEWER STANDARD DRAWING SB-157 FOR PIPE ZONE BEDDING. - 1415 2. REFER TO EMWD SEWER STANDARD DRAWING SB-156 AND RIVERSIDE - COUNTY STANDARD NO. 818, WHICHEVER IS MORE STRINGENT, FOR TRENCH BACKFILL FOR SEWER PIPE. 1415 3. REFER TO EMWD SEWER STANDARD DRAWING SB-159 FOR CLASSIFICATION OF PIPE ZONE BEDDING FOR SEWER PIPE. 4. INSTALL EMWD APPROVED MECHANICAL THRUST RESTRAINT DEVICE PER EMWD STANDARD DRAWING B-663. 0 _ _ _ 0 1410 5. VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR f TO BEGINNING EXCAVATION. REPORT ALL DISCREPANCIES TO 1410 0 ENGINEER. THE UTILITIES SHOWN ARE TAKEN FROM PLANS AND NOT I C.G. 6" SEWER FORCE THE RESULT OF FIELD INVESTIGATION. THE CONTRACTOR SHALL BE IMAIN, C-900 CL, 200 N RESPONSIBLE FOR LOCATING, AVOIDING AND PROTECTING EXISTING r UTILITIES. ~ ~ _ _ 6" SEWER FORGE MAIN _ _ Q 0 W C-900 CL. 200 EX/ST/NG GROUND SURFACE AT FORCE MAIN 6. SEWER LINE PLACEMENT SHALL MAINTAIN ADEQUATE DISTANCE FROM W -- W 1405 WATER PIPELINES PER DHS REQUIREMENTS, WATERWORKS 1405Z _ _ ______ _. . `_ ____ . ___. _ __-._ .. ___ ___.._. __ _ __.,._ .___ _ . _ _ _ _ _ _ . _. _._ _ _ __ _ _ � — _ _-- _ -- _ _.__ ____ __._. _____ Uj STANDARDS(TITLE 22, CHAPTER 16, SECTION 64572). W —`----------------------------'����y— T - - - - -- W 7. TRENCH BACKFILL AND SURFACE REINSTATEMENT TO BE DONE AS PER W _ ,�— ---------------- ------ --- ----- -------- ---- _ _ RIVERSIDE COUNTY STANDARD NO. 818. :3 /� W _ _ J W W _ — - L=1626:10, 0.0024 _ 1395 1395 1390 _ _ _ _ _ ___ - . __ _____ - - _____.___ . ____ ____ -_ _ 1390 VERT: 1"= 4' HORIZ: 1"= 40' 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 0 0 O 0 INTERIM 6" SEWER C-900 f CL. 150 6' N OF CL 14 WA TER co PER D-1740 CM EP R/W 14" CML&C WA TS r PER D-1740 Q 0 W _ W Ll� _ - W � W o __ 77+00 78+00 79+00 80+00 _ __ __._ . .-- _.._ _._ ._ _�.._._.. _ GRAPHIC SCALE Z ® 81+00 82+0o S3+oo 84+00 85+00 86+ Z 0' 20 40 60 80 120 160 j W — I — ;---- — I— — I — — I _ --� _ _ _ _ _55 00 . _ LU 56.+00 _57+00. I - - + I - —+- - - - _ _ _ 59+0611.+D11._ _.. _ _ ____ _. __ --6.Zf00 _ __62+D0 _. ._- __- __,. ..__ _., _ 6 +00LU __ 64+00 SCALE 1"= 40' v4= COE U H H RIW Q NEWPORT ROAD y; . W a DIAL.TOLL.FREE. ' 1-800-227-2600 W AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF smpiERN =FORw x O BEARING/DELTA RADIUS LENGTH TANGENT END STA 77ON W WATER 1 BEWER APPROVED BY A N89 33'04"W — — 7000 86+00 EASTERN MUNICIPAL WATER DISTRICT a VI-A I-�ok.��� 'Vya, I CIVIL ENGINEER OF SUBDIVISIONS DATE a INITIALS DATE PROJECT ENG. Z -09-Oy APPROVALS INsPEuoN Q WM OPERA 170NS 4 SWR OPERA RONS cv NOTE: NO. BY DATE REVISIONS: APPR. DATE SEAL COUNTY COUNTY OF RIVERM BENCHMARK: TRACT MAP NO. 30330-1 , IP No. 030104 I.D. u35 WORK CONTAINED. WITHIN THESE. PLANS . QROFESS� TRANSPORTATION DEPARTMENT Q�OFESSIQN BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 S.A. 33 SHALL NOT COMMENCE UNTIL AN �� �0 A. OT <�• APPROVED BY: N�O �� B. 51 A �l ' SOUTH OF THE SOUTH—WEST END OF A COUNTY OF RIVERSIDE WO. 10665 N ENCROACHMENT PERMIT AND/OR A �`� �. y �� �� ��y RIVERSIDE COUNTY FIRE STATION BUILDING, 3' CANYON HEIGHTS C.O. I y EAST OF THE WEST END OF A CONCRETE GRADING PERMIT HAS BEEN ISSUED. c3 Iv��c INTERIM FORCE MAIN COORD.22—B-28 Y No. 33950 Z W �' ��3 � BEYOND Y O N D E N 6 1 N E E R I N 6 PLANTER, AND IN THE PLANTER BOX SETA HT 11 OF 12 / "7 �� 0W r•,, BRASS DISC IN THE TOP OF A CONCRETE POST CL THE PRIVATE ENGIIIEImR SI6111I1G THESE PUNS IS FM ASSURAM,111E ADDURACY F"P' �30�06 HAL A. OT AN E. DATE * 255EA8T-RNCON-STREET, SITE 110 CORONA, CA. 92879 STAMPED "M-50-69" AND DATED "NOV 1969", N EWP ORT R D. PLAN AND PROFILE AND ACCEPTA9LEW OF THE OEM HEREON. IN 7HE EVENT OF DISCREPANCIES ARISING WYER .ELEV. 1551.272 FEET. a F ,ENS FOR APPROVAL SBLE 133950 XP 13%6 `fl e �� 900.730.5700 TEL 909.739.7510 FAX WWW.NOLTE.COM w THE COUNTY qT v t a�a STA. 76+00 TO 86+00 CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these F OF CAUF� _ - 1 o �= o �, 4F CA11�` PREPARED BY. R.C.E. No.---&_1543 SCALE NOLTE JOB NUMBER X plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. RECOMMENDED DATE (" DATE " Z �� ]LHORIZONTAL: 1"=40' VERTICAL: 1"=4' IE0201 D PLOT DATE: 12 01 04 TIME: 10:00 a.m. *7 93' CONSTRUCTION NOTES 1420 _ ___- _ _ __- _ _ ___ 1420 I. REFER TO EMWD SEWER STANDARD DRAWING SB-157 FOR PIPE ZONE BEDDING. 2. REFER TO EMWD SEWER STANDARD DRAWING SB-156 AND RIVERSIDE COUNTY STANDARD NO. 818, WHICHEVER IS MORE STRINGENT, FOR N TRENCH BACKFILL FOR SEWER PIPE. 00 1415 3. REFER TO EMWD SEWER STANDARD DRAWING SB-159 FOR C6W CLASSIFICATION OF PIPE ZONE BEDDING FOR SEWER PIPE. O azzMo U) �OU. ei 00 4. INSTALL EMWD APPROVED MECHANICAL THRUST RESTRAINT DEVICE PER EMWD STANDARD DRAWING B-663. amp j� W �. 5. VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR 1410 XISTING GROUND SURFACE AT FORCE MAIN Q Q�� 1410 TO BEGINNING EXCAVATION. REPORT ALL DISCREPANCIES TO •,��i ENGINEER: THE UTILITIES SHOWN ARE TAKEN FROM PLANS AND NOT r THE RESULT OF FIELD INVESTIGATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING,AVOIDING AND PROTECTING EXISTING W UTILITIES. � J { V t'h 6SEWER LINE PLACEMENT SHALL MAINTAIN ADEQUATE DISTANCE FROM W WATER PIPELINES PER DHS REQUIREMENTS, WATERWORKS 1405 = - - - - __ ___ .�J - 1405 STANDARDS (TITLE 22, CHAPTER 16, SECTION 64572). W cy 7TRENCH BACKFILL AND SURFACE REINSTATEMENT TO BE DONE AS PER W m RIVERSIDE COUNTY STANDARD NO: 818: J W - C�G! 6" EWER FORCE +coo MN, C 90D CL. 200 L=118.59; S=-0.0150 N 1400 _ __. _ __ - Q J- _ GLR: 6.46' 1400 a - L-;=1626.10' S=O.0024 a � 6"FORCEMA/N EXIST. GRAVITY SEWER m 4�; C) 1395 1395 � 4 «O + _ _ --—-- NOTE.MATCH FORCE MAIN AND EXIST ap C� + V - +aD i GRAVITYSOFFIT. vy ^ (0 ^ ° ° � V 1390 1390 JOINTS FORCE MAIN TO GRA W TY MANHOLE DETAIL N TS VERT: 1"= 4' HORIZ: 1"= 40' 86+00 87+00 88+00 89+00 a � WQ WD t� cc O CONNECT TO EXIS77NG MH PER EX. 24" V.C.P. SEWER SEWER N07ES ON SHEET 2. 1N1F'R/M 6" SEWER C-900 CLEAN EXISTING MANHOLE. CL. 150 6' N OF CL ER D-11723 COA T INTERIOR WI77-/ SANCOA T STA. 89+56.89 PER DISTRICT STANDARDS R/W 6" SWR. X_ING 14" CML&C WTR. SEE.DETAIL' THIS SHEET BOT. WTR.-1403.4 x 1 13.1 a TOP SWR.=1401.07 r4%j W 00 87+00 q 88+00 89+00 BEARINGIDELTA RADIUS LENGTH TANGENT END STATION GRAPHIC SCALE Z O O 0' 20 40 60 80 120 160 J W 65+DO A N89 33'04"W - - 300.03 89+00.03 W 66+DO 67+00 68+00 69+00 SCALE 1"- 40' _. _ _ _ _ . R/W STA. 88+50 STA. 89+00.03= a EP RD 1 AV & AR 6.0+�T, 225Z67EWPORBENO CL PER EMWD STANDARDS a DIAL TOLL.FREE. ' 1-800-227-2600 A NEWPORT ROAD W T LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CAJFORNK WATER / SEWER APPROVED BY EASTERN MUNICIPAL WATER DISTRICT s= L Iut/v`� o_ CIVIL ENGINEER OF SUBDIVISIONS DATE N INITIALS DATE I z PROJECT ENG. APPROVALS INsPEcnoN - a WM OPERAn01VS SWR OPERAnONS � N0. BY DATE REVISIONS: APPR. DATE SEAL COUNTY a NOTE: COUNTY OF RIVERSIDE N WORK CONTAINED WITHIN THESE. PLANS Q�t)FEss, TRANSPORTATION DEPARTMENT Q� off BENCHMARK: TRACT MAP N0. 30330-1 , IP No. 030104 j35 Qf ESS/ BRASS DISC 40 FEET WEST OF GOETZ ROAD, 27 S.A. 33 �I SHALL NOT COMMENCE UNTIL AN '�l • souTH oF'THE SOUTH-WEST END OF A COUNTY OF RIVERSIDE w.o. 1oss5 o ����0 c Fyn APPROVED BY: ���o �o� 6 SF ENCROACHMENT PERMIT AND/OR A RIVERSIDE COUNTY FIRE STATION BUILDING, 3' CANYON HEIGHTS C.O. a GRADING PERMIT HAS BEEN ISSUED. c3 y Z EAST OF THE WEST END OF A CONCRETE U Y Np ( 35t3 z PLANTER AND IN THE PLANTER BOX SET A No. 33950 z ��c B E Y O N D E N 8 1 N E E R I N G INTERIM FORCE MAIN COORD.22-B-2& ,7 l b WDP W ,;; BRASS DISC IN THE TOP OF A CONCRETE POST HT. 12 OF 12 W E*' 06�30�06 HALED A. O T AN DA TE * 255 EAST RNCON STREET, SLATE 110 CORONA CA. 02879 STAMPED "M-50-69" AND DATED "NOV 1969', N E W P O R T R D PLAN AND PROFILE THE PPoVATE ENGINEER 514NNIG THESE PLANS IS RESI'ONSI&E FOR ASSURING ME ACCURACY y AND ACCEPTA&UTY GF THE CESIGN HEREON. IN 7HE EVENT OF gSCREPANCIEs ARISING AFTER T ELEV. 1551.272 FEET. z COUNTY APPROVAL OR DURING CONSTRUCnON.THE PRIVATE BOOM SNALL K RESPONSI&E s R.C. 33950 XP. 3%6 `fI �, �! 909.739.5700 TEL 909.739.7510 FAX WWW.NOLTE EOM a FOR DEIERNNMNG AN ACDEPTA&E SOLURON AM REVISING THE PLANS FOR APPROVAL SY ,. rv�� �- _ .,r I v� �� STA. 86+00 TO 90+00 WTHE OWNTY CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or use of these lF OF CA1�F� `' f � Of ��`��� PREPARED BY. ^^ ,� I� R.C.E. No. C043543 SCALE NOLTE JOB NUMBER _ Q X plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. R CO MENDEDv DATE � fJ4. DATE !L O! HORIZONTAL: 1"=40' VERTICAL: 1"--4' IE0201 :TD l PLOT DATE- '04 TIME: 10:06 a.m. �' EASTERN MUNI IPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA 60 91 w PROJECT LOCA 77ON CANYON LAKE o " 00 Newport Rood SEISMIC DESIGN PARAMETERS o►r n RGOOO 215 FACTOR OR COEFRaENT VALUE (4) R LAKE ELSINORE SOIL PROF/LE TYPE SA SEISMIC ZONE FACTOR, Z 0.4 �L SEISMIC COEFFICIENT, Ca 0.32 SEISMIC COEFFICIENT, Cv 0.32 SEISMIC SOURCE TYPE B NEAR SOURCE FACTOR, Na 1.0 NEAR SOURCE FACTOR, Nv 1.0 IMPORTANCE FACTOR, l 1.25 INDEX OF SHEETS VICINITY MAP SHEET NO. TITLE NOT TO SCALE 1 TITLE SHEET AND VICINITY MAP SEC710N 36, TOWNSHIP 5 SOUTH, RANGE 4 WEST 2 INDEX MAP AND NOTES 3 GOETZ RD STA. 29+00 TO 39+00 4 GOETZ RD STA. 39+00 TO 49+00 5 GOETZ RD STA. 49+00 TO 52+00 N 'Y4DN MENG14TS OFFSITE 11 fAT L TOLL FREE 00-227-2600 C= RAVITY SEWER PIPELINE EAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SEWER APPROVED BY COUNTY OF RIVERSIDE, CALIFORNIA EASTERN MUNICIPAL WATER DISTRICT DEPARTMENT OF HEALTH TIME LIMITATION V�, J. (� a�'jv 111�1,�14 CIVIL ENGINEER OF SUBDIVISIONS DATE APPRO ,/, BY THE TIME LIMIT ON DRAWING APPROVAL SHALL BE SIX(6) MONTHS INITIALS DATE FROM THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS PROJECT ENG. 11 17 O NOT COMMENCED WITHIN STATED TIME, EMWD REQUIRES DRAWINGS APPROVALS INSPECTION F R HEALTH DEPART ENT, RIV SIDE COUNTY CA. TO BE REVIEWED BY THE DEVELOPER/DESIGN ENGINEER AND RESUBMITTED TO EMWD FOR POSSIBLE CHANGES IN MASTER WM OPERATIONS � PLANNED SIZING AND CHANGES IN SPECIFICATION AND STANDARDS. SWR OPERATIONS DATE l �L Q NOTE: No. BY DATE REVISIONS: APPR. DATE SEAL COUNTY c I.D. U35 NTY OF R1VERSM BENCHMARK: TRACT MAP NO. 30330-1 , IP No. 030104 WORK CONTAINED WITHIN THESE PLANS QROFEss/p TRANSPORTATION DEPARTMENT IWESS/oN BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 SA. 33 SHALL NOT COMMENCE UNTIL AN F� q, NJ4 ?1JE SOUTH OF THE SOUTH-WEST END OF A COUNTY OF RIVERSIDE W.O. 10486 ENCROACHMENT - � RIVERSIDE COUNTY FIRE STATION BUILDING, 3'MENT PERMIT AND/OR A ��0 Ory;tip APPROVED BY: pt1� y C.O. f` GRADING PERMIT HAS BEEN ISSUED. 6 9 Y - A AND IN THE PLANTER COORD. 22-B-28 Z '� N0. C043543 z PLANTER, HEIGHTSCANYON . 3 �, B E Y O N D E N O I N E E R I N d BRASS D SMI THE DATED N RE i96OST r Exp. 06 /06 rvP 44,t1,140 cwt__ ��� l° W °F.6300` OFFSITE GRAVITY SEWER SHT. 1 OF 5 THE PRIVATE ENGINEER SICNNIG THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY A A. OTH AN E. DATE * 255 EAST RN�CON STREET SUITE 11O CORONA CA. 92879 AND ACCEPTABILITY GF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER y W COUNTY APPROVAL.OR DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE * ELEV. 1551.272 FEET. FOR THE COUNTY AN ACCEPTABLE SOLUTION AND RENSING Rff PLANS FOR APPROVAL BY .(� C iVft�► ��, R. 33950 /30 os l'l 0/v\\ �� 900.730.5700 TEL 909.739.7510 FAX WWW.NOLTE.COM TITLE SHEET AND VICINITY M A P w CAUTION: The engineer preparing these Ions will not be responsible for, or liable for, unauthorized changes to or uses of these FOFCAUF��V M � /t—/O_ Zop¢ FqF cps,\ C043543 SCALE NOLTE JOB NUMBER ?� 9 P p 9 P p 9 PREPARED B Y.• R.C.E. No. D �6 x plans. All changes to the plans must be in writing and must be approved by the preporer of these plans. RECOMMENDED DATE JON B. SEBBA DATE DV_a9.Z QP [HORIZONTAL: 1"--NA VERTICAL: 1"=NA IE0201 PLOT DATE: 11/09/04 TIME: I2:WNkm. SEWER LEGEND ABBREVIA TIONS: EX/STING OR PROPOSED SEWER LINE (BY OTHERS) CG - CENTER GRADE SEWER LINE q - CLASS OR CENTERLINE �-� SEWER LINE WITH LA TERALS CML&C - CEMENT LINED & COA TED STEEL 0 MANHOLE CUP - CORRUGATED METAL PIPE R/W lE - INVERT ELEVATION R/w EXISTING MANHOLE VAR/ES VAR/ES INV - INVERT e CLEANOUT LF - LINEAR FEET 10.6' 5'��--5.4' 0 SHALLOW MANHOLE MH - MANHOLE DIRT DIRT PVC - POL Y VINYL CHLORIDE EXISTING SEWER LINE WI TH NEW TAPPING LA 7ERAL S - SLOPE - R/W - RIGHT OF WAY -` T 0.R. - TOP OF RIM 4.5' MIN. 4.5' MIN. VCP - 077RIFED CLA Y PIPEVARIES COVER OVER Jiv-1 � �EXIST. 8" WA TER / EXIST. 7EL. LINE FACILITIES EMWD SEWER NOTES GENERAL NOTES MAIN PROP. 12' GRAVITY EXIST 18" WATER SEWER MAIN 1. SEWER SYSTEM CONSTRUCTION AND MATERIALS SHALL BE /N ACCORDANCE WITH 1. SEPARA 77ON REQUIREMENTS BETWEEN SEWER AND WATER LINES SHALL CONFORM EMWD'S STANDARDS AND SPECIF/CA RONS TO STATE HEALTH CODE STANDARDS. TYPICAL UTILITY LAYOUT 2. GRA VI TY SEWER PROFILE ELEVA TONS ARE TO FLOW LINE (CONDUIT INVERT). 2. ENCROACHMENT PERMIT SHALL BE APPLIED FOR AND OBTAINED FROM RIVERSIDE NOT TO SCALE COUNTY, TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR ALL WORK J. CONTRACTOR HAS THE OPTION TO INSTALL VCP OR PVC AND GRA V/TY SEWER MH No. 11 PERFORMED W/TH/N PUBLIC RIGHT OF WAY. EXCEPT WHERE SPECIFICALLY DESIGNED ON PLANS PER EMWD FUTURE STANDARDS AND SPECIFICA nONS. CANYON HEIGHTS J. CONTRACTOR TO P07NOLE ALL CROSSINGS OF PROPOSED SEWER WITH EXISTING UTILITIES TO VERIFY THEIR LOCATION AND DEPTH PRIOR TO COMMENCING 4. MANHOLES SHALL BE CONSTRUCTED /N ACCORDANCE WITH STANDARD DRAWINGS EXCA VA ENTRANCE CONFLICTS . N OHE PROPOSED TIFY ENGINEER IMMSEWERATELY /N THE EVENT AN EXIS77NG U77LITY SB-53, SB-56, SB-58 AND SB-61, AS APPLICABLE. SEWER MAINS MA Y BE LAID THROUGH THE MANHOLES AND USED AS A FORM FOR THE INVERT. 4. SEWER LINE PLACEMENT SHALL MAINTAIN ADEQUATE DISTANCE FROM WATER PIPELINES PER DHS REQUIREMENTS, WATERWORKS STANDARDS (TITLE 22, 5. MANHOLES OF DEPTHS LESS THAN FIVE FEET FROM FINISH STREET GRADE TO SHEET 5 CHAPTER 16, SECTION 64572) SEWER PIPE SHELF ARE TO BE CONSTRUCTED /N ACCORDANCE Wl77-1 STANDARD DRAWING SB-30. 5. CONSTRUCTION AND MA7ER/AL SHALL CONFORM TO RIVERS/DE COUNTY STANDARDS AND SPECIFICATIONS ORDINANCE 461. 6. PR/OR TO CONSTRUC7ON OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING MH No. 10 SEWER AND VERIFY ITS EXIS77NG ELEVATION AND LOCATION. WHERE 4. WHEKE SC-w rK /S LOG.ATEo. vITHtN to FEE' cF E1 tsTtMG CONNECTING TO EXIS77NG MANHOLES AND INLET STUB OF PROPER SIZE EXISTS, vj*f6-2 c_►Nts 56WE tt '5gA4-L 66 FL-4,5Tec SAW61L pips NO ALTERA77ONS SHALL BE MADE TO EXIS77NG MANHOLE BASE WITH Rtte;&Gk f INcr JotntTS CP4r2 As'rw+ dz 64QU4L. OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY EMWD. MH No. 9 7. STftTIONING AS SHOwN ►S At_ONb STREET cENTEK!_rNE . 7, ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT I TS CROWN SHALL GRA VI TY PIPELINE BE LEVEL WITH THE CROWN OF THE OUTLET PIPE, AT 77-IEIR PROJECT70NS TO THE MANHOLE CENTERLINE. 8. T"RENCH 3ACKFILL ANO SURFACE RE11V5TRTEMENT T'D BE Co B ni A 8. RECONSTRUCTION OF EX/STING MANHOLE SHALL BE SCHEDULED AT THE DONE AD P91K RtVER510F CovNrY jrAN VAR19 No 8/fr� CONVENIENCE OF EMWD AND SHALL BE COMPLETED WITHIN FIVE WORKING DAYS FOLLOWING ITS COMMENCEMENT. 9. THE CONTRACTOR /S ADVISED THA T THE WORK ON THIS PROJECT MA Y IN VOL VE Can yon �o WORKING IN A CONFINED AIR SPACE. CONTRACTOR SHALL BE � Newport Rd. RESPONSIBLE FOR "CONFINED AIR SPACE" AR77CLE 108, 77TLE 8, CALIFORNIA ADMINIS7RA RVE CODE. Q 10. WHERE GROUNDWATER /S ENCOUNTFRED, ALL VCP PIPE SHALL BE TREATED FOR ABSORP77ON RESISTANCE PER EMWD'S SPEC/F/CA TONS 11. ALL PIPE ZONE BEDDING & 7RENCH BACKFILL ARE TO BE PER STANDARD 6z MH No. 8 � ew ewpo�t Rd. DRA WING SB-157, SB-158 AND S6-159. Conynn L oke � 10"SEWER Railroad Canyon ROO SHEET 4 MH No. 7 LOCATION MAP SEWER QUANTITIES 110-SEWERI NOT TO SCALE 1. 1,39&5 LF 10" SEWER PIPE 2. 825.9 LF 12" SEWER PIPE 12"SEWER J. ELEVEN (11) EMWD STANDARD MANHOLES MH No. 6 MH No. 5 12"SEWER CASA BONI TA A VENUE MH No. 4 IMPLEMENTING FACILITIES MH No. 3 DIAL TOLL FREE NTERIM 1. INTERIM LIFT STA TION & INTERIM FORCE MAIN 1-800-227-2600 LIFT B 2. SEWER FOR TRACT 30330 & 30330-1 AT LEAST TWO DAYS STA N OO BEFORE YOU DIG MH No. 2 UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA WATER / SEWER APPROVED BY SHEET 3 / - V�' EASTER MUNICIPAL WATER DISTRICT j- '6 a-_�d l_I/a7/a y P� MH No. 1 GRAPHIC SCALE CIVIL ENGINEER OF SUBDIVISIONS DATE 0 400 800 1200 1600 2400 J200 �P I•, INITIALS DATE CJ a J�PROJECT ENG. I I -n-0 SCALE 1"= 800' APPROVALS INSPECTION WTR OPERATIONS SWR OPERATIONS NOTE: NO. BY DATE REVISIONS: APPR. DATE SEAL COUNTY I.D. U35 W WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE BENCHMARK: TRACT MAP NO. 30330-1 , I P No. 030104 S.A. 33 PR o TRANSPORTATION DEPARTMENT Q�of Ess/0 BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN F� A, '�l • SOUTH OF THE SOUTH-WEST END OF A W.O. 10486 ENCROACHMENT PERMIT AND/OR A v�0 OTy��Z APPROVED BY: ���� �pt1 8 SE �y ts&OLTE RIVERSIDE COUNTY FIRE STATION BUILDING, 3• CANYON HEIGHTS C.O. GRADING PERMIT HAS BEEN ISSUED. �_ EAST OF THE WEST END OF A CONCRETE w Y Z .0 Z //41 =' No C1N3543 = PLANTER, AND IN THE PLANTER BOX SET A COORD. 22-B-28 �O B E Y O N D E N 3 1 N E E R I N G OFFSITE GRAVITY SEWER SHT. 2 OF 5 I No. 33950 ,,,, �,�•pG ,,, BRASS DISC IN THE TOP OF A CONCRETE POST EV, 06�30�06 KHAL A. OT AN, E. DATE �' STAMPED "M-50-69" AND DATED "NOV 1969", THE PRIVATE ENGINEER SIGNING THESE PLANS TIN RESPONSIBLE FOR ASSURING THE ACCURACY * * R.C 33950 /3%6 ,k * 255 EAST RINCON STREET SUITE 110 CORONA CA. 92870 AND COUNTY APPROVAL R THE DESIGN HEREON. IN THE EVENT ENGINEER DISCREPANCIES ARISING AFTER ELEV. 1551.272 FEET. NOTES AND SURVEY CONTROL W COUNTY APPROVAL OR WRING CONSTRUCTION,THE PRIVATE HEPLANS SHALL RE RESPONSIBLE V m THE LNG AN ACCEPTABLE SOLUTION AND REVSNTG THE PLANS FOR APPROVALBY s`�T c1v%1- ��� t'l� I � 909.759.5700 TEL 909.759.7510 FAX www.NOLTE.cOM CAUTION: The engineer preparing these tans will not be responsible for, or liable for, unauthorized changes to or uses of these F OF CA UFO �n�--� �� �L- /o- Z 00 ¢� OF CA��E C o 13F+3 SCALE NOLTE JOB NUMBER -7p W 9 P P 9 P P 9 PREPARED BY. �� C R.C.E. No. TENTATIVE TRACT NO. 30330-1 D oc llo.3'Y X plans. All changes to the plans must be in writing and must be approved by the preporer of these plans. RECOMMENDED DATE DATE ^ 6v a9,z1:0: HORIZONTAL: 1"=40' VERTICAL: 1"-- IE0201 PLOT DATE: 11/09/04 TIME: 1:07 p.m. 31 Q Ll 1464 1464 1462 1462 1460 ^ 0 1460 1458 � �1K 1458 hey 1456 2 � 1456 1454 �, `v z °�° _ �r�h 1454 kph �. 1452 EXIS77NG GROUND SURFACE N , �h0 SURFACE AROUND ,�0 0 Z A T STREET 9�� �9h '� �0 STREET ,� 1452 o '� gyp• � 10 uo 1450 �O o _ x ��2Tq .36X � � � W 428 LO M a) 1450 1448 6 ¢ Wx o m W ApRO-I'� SLIJ 00 �`�j M Qx ''� ¢� 0 0 Q co �� cn o ao °° + �- F 1 3� Q 30_ F- 1448 N N W W� CD M M x M 0 of ���9 N 00¢ In OOQ 1446 0 ^ cn M o O W a o co W �'a cn cD Q W 1446 N N Wx O) XW N C?Q LO 1444 t? �,,, M 3 a n W ox C ; STA. 36+82.04 1444 M ¢x ;° c i oo�¢ d 3 a + W W 18" WATER 0430 W 3 of o a Mao APPROX IE 1442.00 1440.03 S % O Z a � Uj 1442 N 204 as w a 3 a 1.0' MIN CLEARANCE Ct INV J W 1442 + N 00 Q 1440 to 80 1437.70 1438.70 _ 0.0088 � � 1440 UTILITY WARNING S - o CL INV. Ct W W THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM 1436.56 ¢ 3NV8 S _ 0.0126 cn cn H EXISTING DRAWINGS. THE ENGINEER MAKES NO GUARANTEE THAT THE 1438 INV S = 0.0024 : `" 0 1438 S = 0.0025 J z z Q UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE a > j AREA, EITHER IN SERVICE OR ABANDONED. THE ENGINEER FURTHER o z z DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN 1436 w :z coo C" c 1436 THE EXACT LOCATION INDICATED ALTHOUGH THE ENGINEER DOES m J c6N 4 CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM N o n o � INFORMATION AVAILABLE. THE ENGINEER HAS NOT PHYSICALLY LOCATED 1434 _o 1434 THE UNDERGROUND UTILITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY 291.26 LF - 12" SEWER 171.78' LF - 12" SEWER 79.29'LF - 12" SEWER IN �LV N 151.14' LF - 12" SEWER 108.49'LF - 12" SEWER 155.27 LF - 10" SEWER TO INVESTIGATE THE AREA OF THE PROPOSED CONSTRUCTION PRIOR TO BEGINNING ANY EXCAVATION, TO LOCATE ALL UNDERGROUND UTILITIES, 1432 1432 SHOWN OR NOT ON THESE DRAWINGS. 1430 1430 O BEARING/DELTA RADIUS LENGTH TANGENT A N49 46'04"W - - 291.26 1428 1428 B N49 46'04"W - - 171.78 1426 1426 C N49 46'04"W - - 79.29 B N49 46'04"W - - 151. 14 VERT: 1"= 4' HORIZ: 1"= 40' E N49 446'04"W - - 108.49 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 F 28'31 '0I" 706.00 351.39 - G Nq0'13 '56"E - - 24.01 I � / i o 46 UD/E MURPHY RANCH r� lN1ER/M LIFT STA7IAN S/7E Q 0) ^ ;_I ca N (SEE LIFT STA 77AN PLANS, Uj 04 .z PROPERTY LINE o UNDER SEPARATE PERMIT) Z Z 6 FORCE MAIN cc EXIST. 12" CML&C WA TER Q = SEE INTER/M SEWER 12" STUB END PLUG � In N U I O PER D-2446 EXIST. 6" CML&C FORCEMAIN PLANS R/W (24.01' LENG7H) ►��° d of Q .I. lE END=1438.11 WA 1FR PER D-1167 + 8" SEWER EXIST. 8" CML&C UNDERGROUND-- S=0.0239 "� Z � Z EX/S 8" CML C WA ER D-1167 co 6.0' W/CL 40 ELECTRICAL q " � = EXIST. 18" CML&C Q A R PER /-1167 FIRE H YURAN T h = 1 SEWER R/W ►� 6' W CL G WA TER PER D-1167 Z R/W ( I [ q R/W Q �co [ DW 0+0 31+00 32+00 33+00 ^_34+ 0 _----_- 35+00 --- GRAPHIC SCALE � -�- ----_ 3s+oo _- ---_- 3�+0-__- - --_ 38+00-- 0' 20 40 60 80 120 160 -------- ------- --- --------- � -- V V O - 39 f 00 ^ 3 7ELEPHONE-1 p SCALE 1"= 40' q� co �u °o o N o NO 00 0o R/W OWN ip0� V. O O �h 2�� �Op ^NO NN d 3 ao ao C� Mj ap O ►� 2 Ni v 2 `O o�° ^ I ^ Z`�' 2 °D o Z II N I Z EXIST. 18 PVC WA TER N d ^ �a0 k II N I^^ ^ O ^ °o 0 o O N d 2 d o�o N I 0 2 �r ap ti " N II C-905 PER D-2104 II >c 214 10 j "� 3 EXIST. 18" PVC WA T R Q "' 3 �, ; Q . o a �, ^ II ►• �3 a DIAL TOLL FREE Q Ln C-905 PER D-21043 cn Ln N O Q Q Q N m 1 j N O O e O 3 Q 1-800-227-2600 N m I j N 0 ^m~ N m 0 cn N O p i N 0 0 " Op cn N aD Q cn N O~O ^mom m~ ^mom EXIST. 8 CML&C NO a m~ w AT LEAST TWO DAYS PLUG DOWNSTREAM Lo ^m O BEFORE YOU DIG WA TER PER D-1167 PIPE UNDERGROUND SERVICE ALERT OF SOUTHERN CALJFORNIA GOETZ ROAD N WATER / SEWER APPROVED BY CC EASTERN MUNICIPAL WATER DISTRICT CIVIL ENGINEER OF SUBDIVISIONS A TE W INITIALS DATE PROJECT ENG. APPROVALS INSPECTION ` WTR OPERATIONS SWR OPERATIONS NOTE: NO. BY DATE REVISIONS: APPR. DATE SEAL COUNTY I.D. U35 COUNTY OF RIVERSIDE BENCHMARK: TRACT MAP NO. 30330-1 , IP NO. 030104 WORK CONTAINED WITHIN THESE PLANS pF ESS/ S.A. 33 x SHALL NOT COMMENCE UNTIL AN �o QR N o�� TRANSPORTATION DEPARTMENT QR oN BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 COUNTY OF RIVERSIDE (`0 Ord,L APPROVED BY: O �a B. SE' ! ' SOUTH OF THE SOUTH-WEST END OF A CANYON HEIGHTS c o. 10486 ENCROACHMENT PERMIT AND/OR A �. y �` RIVERSIDE COUNTY FIRE STATION BUILDING, 3' Y GRADING PERMIT HAS BEEN ISSUED. c3 2� y ; rsl(:Xff E EAST OF THE WEST END OF A CONCRETE Y No. 339so z ! z // /� 3 r" B E Y O N D E N 0 1 N E E R I N 0 BRASS DISCNW IN THE THE TOP OFAR BOX SET A CONCRETE POST OFFSITE GRAVITY SEWER COORD. 22-8-28 x KHAL A. 0TH AN P.E. DATE �' �� SHT. 3 OF 5 W THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY ' 06�30�06 * R.C. 33950 P /30%6 * * 255 EAST RINCON STREET SUITE 110 CORONA CA. 92879 STAMPED "M-50-69" AND DATED "NOV 1969", GOETZ TD STA. 29+00 TO 39+50 AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER � � 0 COUNTY APPROVAL DR DURING CONSTRUCTION,THE PRIVATE HEPLANS ENGINEER SHALL BE OVAL B51&.E /+ ELEV. 1551.272 FEET. W �COUNTY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY .s��U311TF �1V1�, C��� �'l� 1 y �,EQ��� 909.7S9.5T00 TEL 909.7H9.7510 FAX WWW.NOLTE.COM CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these OF CALIF ��.-- �� I L - /o 2Da �- OF CA1 PREPARED Y. � ' ` R.C.E. No. �5f3S4.3 SCALE NOLTE JOB NUMBER p plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. RECOMMENDED DATE tea- " TENTATIVE TRACT N0. 30330-1 fG35 X DATE �o� G7� i�-oIHORIZON TAL: 1 =40' VERTICAL: 1 =4 IE0201 PLOT DATE: 11/09/04 TIME: 1:10 p.m. 931 UO 1486 1510 1484 1508 i i 1482 1506 i 1480 0 1504 P.� 2 1� 1478 1502 C 4 00 1476 � a 3�o 1500 H a d 1474 EX/STING GROUND SURFACE N �Q O AT 1498 10 10 1472 z 0 0270 IDEN /CAL POINT 1496_ Sco , 1470 CO 1494 1468 W 0) °' Co W 1492 W 1465.04 0 2° LU 1466 W INV. 9Hb 1490 Z � 5o� Z 1464 W — "� — W 1488 UTILITY WARNING LU J S , 0.0221 J W THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM 1462 0) _ / 1459.76 / / _ 1486 EXISTING DRAWINGS. THE ENGINEER MAKES NO GUARANTEE THAT THE INV. UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE ENGINEER FURTHER 1460 1484 DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE ENGINEER DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM 1458 1482 INFORMATION AVAILABLE. THE ENGINEER HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY OA2$ TO INVESTIGATE THE AREA OF THE PROPOSED CONSTRUCTION PRIOR TO 1456 0' 1477.66 0.0255 1480 BEGINNING ANY EXCAVATION, TO LOCATE ALL UNDERGROUT UTILITIES, S INV. S SHOWN OR NOT ON THESE DRAWINGS. 1454 LO ., 1478 � o 00 1452 < 1476 1450 + i 1474 rn M U') 1448 N w 196.12' LF - 10" SEWER 239.31 LF - 10" SEWER 467.02 LF - 10" SEWER 99.59 LF - 10" SEWER 1472 owl -0 O BEARING/DELTA RADIUS LENGTH TANGENT 1446 VERT: 1"= 4' F 28`31 '02" 706.00 351.3s - HORIZ: 1"= 40' 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 H 19'6' 1l" 706.00 239.31 - 1 NO 49'48"W - - 467.02 NO 4948"W - - 229.42 + °0 0 Z + Q 10" SEWS EXIST. 8" CML&C 00 o N 6' W/CL PER D-1167 EP O Q ci = R/W f -tz R/W o H I _ � W ►� °� J GRAPHIC SCALE 0' 20 40 60 80 120 160 44+00 46+00 43+00 45+00 47+DO ~ LU _-_ —————————— -- ----- -- ----- + -------------------- 48 DO 49+DO � W O ------- SCALE 1"= 40' ---- EXIST. 8" CML&C WA TER F 42+�_--_o "� -------- LU 0 EDGE OF PA VEMENT EXIST. 18" PVC WATER d RI''I Z �k0o ���'� C-905 PER D-21043 � � G OETZ ROAD TELEPHONE � LU N z� � W R/W °o k d. 00 /i i LEPHONE Q a Apk i om Q DIAL TOLL FREE Ln 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE A M OF SOUTHERN CALffORNIA W WATER / SEWER APPROVED BY E EASTERN MUNICIPAL WATER DISTRICT Vim, J. 6""L ° CIVIL ENGINEER OF SUBDIVISIONS ATE ° INITIALS DATE ` PROJECT ENG. APPROVALS INSPECTION I WTR OPERATIONS SW OPERATIONS z I.D. U35 NO. BY DATE REVISIONS: APPR. DATE SEAL COUNTY w NOTE: COUNTY OF RIVERSIDE BENCHMARK: TR ACT MAP N 0. 30330-1 ) I P N o. 030104 WORK CONTAINED WITHIN THESE PLANS pvtss/ S.A. 33 Q PR o TRANSPORTATION DEPARTMENT Q� ON BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 COUNTY OF RIVERSIDE Y SHALL NOT COMMENCE UNTIL AN a p g, �l ' SOUTH OF THE SOUTH-WEST END OF A W.0. 10486 �� �o oT Fti APPROVED BY: o� a CANYON HEIGHTS � ENCROACHMENT PERMIT AND/OR A � �. �S► � � RIVERSIDE COUNTY FIRE STATION BUILDING, 3• C.O. w GRADING PERMIT HAS BEEN ISSUED. �' EAST OF THE WEST END OF A CONCRETE w Y ///� / z PLANTER, AND IN THE PLANTER BOX SET A COORD, 22-B-28 Z JZ I �+! O - 3 r, B E Y O N D E N 6 I N E E R I N 0 OFFSITE GRAVITY SEWER No. 33950 Uj DP b•30 0` ,,, BRASS DISC IN THE TOP OF A CONCRETE POST KH D A. 0 A E. DATE o " SHT. 4 OF 5 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY EV• 06/�/06 STAMPED "M-50-69" AND DATED "NOV 1969 , AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER R .E. 3395 E 6/30%6 255 EAST RINCON STREET, SUITE 110 CORONA, CA. 92879 ELEV. 1551.272 FEET. G O E T Z R D STA. 3 9+5 0 T 0 4 9+5 0 COUNTY APPROVAL OR DURING CONSTRUCn0N,THE PRIVATE ENGINEER SHALL BE RESPONSIBIE f R FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY s 3' 909.739.5700 TEL 909.7U.7510 FAX WWW.MXTE.COM THE COUNTY 9�C C iyrt v 0 j e / �l� CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these OF CALF ��%��✓� /2- /o - Zoo ¢ Of CA�� PREPARED BY. R.C.E. No.c o 35w 3 SCALE NOLTE JOB NUMBER X plans. All changes to the plans must be in writing and must be approved by the preporer of these plans. ECOMMENDED DATE a DATE AIoV a4,Z0-0 HORIZONTAL: 1"= 40' VERTICAL: 1"=4' TENTATIVE TRACT NO. 30330-1 IE0201 - PLOT DATE: 11/09/04 TIME: 1:12 p.m. (ILA f 1516 1516 1514 / 1514 Z I � a- d 1512 0 1512 PROPOSED FIN/SHED SURFACE 1510 AT T STREET Qw 1510 01 1510 1 �� -.*—EXISTING GROUND SURFACE p.R 1508 1508 / 1508 / 1506 1506 N a 1506 / : 3 1504 1- cV o 1504 N w o 1504 EXISTING GROUND SURFACE d `r' 1502 /E 1500.06 1502 AT STREET V~i U_W 1502 E 906 PLUG END /QII 1500 149. 1500 q 9/NV 1500 S ;8o SEWER 6' S7UBOUT AND PLUG 1498 4Q LF 1498 0 o o /E NORTH=1499.47 1498 "' ao S=0.0690 / � 1496 1496 � 0 1496 UTILITY WARNING / a N 1494 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM 1494 U Y� 1494 EXISTING DRAWINGS. THE ENGINEER MAKES NO GUARANTEE THAT THE Q z o w 1492 UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE / 'j05 00 �- AREA, EITHER IN SERVICE OR ABANDONED. THE ENGINEER FURTHER 1492 W 0 0� 1492 DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN W �� S 10+00 10+40 THE EXACT LOCATION INDICATED ALTHOUGH THE ENGINEER DOES = o� 1490 - ~� 40' STUBOUT PROFILE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM W cc V)w 1490 INFORMATION AVAILABLE. THE ENGINEER HAS NOT PHYSICALLY LOCATED o CL WES THE UNDERGROUND UTILITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY Z `n UOf 0 TO INVESTIGATE THE AREA OF THE PROPOSED CONSTRUCTION PRIOR TO 1488 W N N¢ 1488 BEGINNING ANY EXCAVATION, TO LOCATE ALL UNDERGROUT UTILITIES, W SHOWN OR NOT ON THESE DRAWINGS. CO 1486 V 1486 1484 Q 1.0' MIN CLEARANCE 1484 255 0.0 S . 1483.50 1482 INV. 1482 O BEARING/DELTA RADIUS LENGTH TANGENT J N01 4948"W - - 229.42 1480 1480 0 K NO 1 4948"W - - 220.58 1478 +°i 1478 rn o 0 L N01 4948"W - - 6.00 M N88*1759"E - - 40.0 1476 n 4J 129.83' LF - 10" SEWER 220.58 LF - 10" SEWER 1476 1474 1474 1472 1472 1470 _ _ __ _ 1470 1468 1468 VERT: 1"= 4' 50+00 51+00 HORIZ: 1"= 40' 52+00 FUTURE -CANYON / HEIGHTS ENTRANCE 40' STUB AND PLU 8" SEWER (SEE PRO /L ) I FUTURE WA TER (BY 07HERS) 0 � I w o ^"� STA. 52.74+42 I GRAPHIC SCALE EXIST. 8" CML&C p 10" sWR. X-ING 12" W d 0' 20 40 60 80 120 160 R1W PER D-1167 + " 0" SE WE BOT. WTR.=1500.90 I Z SCALE 1"= 40' 0 6 W CL TOP SWR.=1498.15 zt 24" STORM DRAIN Q i W � � � � M x i �i J `O K L EP W LU 50+00 DIAL TOLL FREE 51+00 52+00 53+0 coo 1-800-227-2600 -- ————————— — ---------- _____ __ _ T e AT LEAST TWO DAYS i �h � BEFORE YOU DIG � O EX/S 18" PVC WA STA. 53+08.22 TL�R R W k UNDERGROUND SERVICE ALERT OF SOUTHERN cALIFORNIA / C-9 PER D-21043 END PLUG Q N 10" STUBOUT WATER / SEWER APPROVED BY EASTERN MUNICIPAL WATER DISTRICT ? 0 CIVIL ENGINEER OF SUBDIVISIONS DATE + E INITIALS DATE Q , Q ` PROJECT ENG. l I (1 0Lf m APPROVALS INSPECTION WTR OPERATIONS a SWR OPERA77ONS a NO. BY DATE REVISIONS: APPR. DATE SEAL COUNTY TRACT MAP N 0. 30330-1 , I P N o. 030104 I.D. U35 x NOTE: S.A. 33 W COUNTY OF RIVERSIDE BENCHMARK: WORK CONTAINED WITHIN THESE PLANS ,� Q pFESS/ N COUNTY OF RIVERSIDE Y SHALL NOT COMMENCE UNTIL AN �o PR � o � TRANSPORTATION DEPARTMENT � o' BRASS DISC, 40 FEET WEST OF GOETZ ROAD, 27 ENCROACHMENT PERMIT AND/OR A O O y APPROVED BY: g' S lle% tNJC13M RIVERSIDE C NTY* SOUTH OF THE OFI E S�TATIONST ND OF A BUIILDI G, 3' W.O. 10486 / r o� c EAST OF THE WEST END OF A CONCRETE CANYON HEIGHTS C.O. w GRADING PERMIT HAS BEEN ISSUED. c3 Y Z _ /�0�O �, No t�43543 B E Y O N D E N G 1 N E E R I N 6 PLANTER, AND IN THE PLANTER BOX SETA OFFSITE GRAVITY SEWER COORD. 22-B-28 k No. 33950 ,,, i 3�ab ,,, BRASS DISC IN THE TOP OF A CONCRETE POST W �. 06/30/06 KHAL A. 0 N E. DATE a " H SHT. 5 OF 5 SHE PRIVATE ENGINEER THESIGNINGDE THESE PUNS IS RESPONSIBLE FOR ASSURING SHE ACCURACY y R.C . 3395 EX 30 06 256 EAST RINCON STREET SUITE 110 CORONA CA. 92879 STAMPED "M-50-69 AND DATED "NOV 1969 , G 0 E T Z R D STA 4 9+5 0 T 0 5 3+0 0 AND ACCEPTABILITY R THE DESIGN HEREON. IN THE PRIVATE N DISCREPANCIES ARISING PO AFTER * / / ' ' ELEV. 1551.272 FEET. COUNTY APPROVAL OR WRING LECONSTRUCTION,SOLUTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE rf DETERMININGFOR AN ACCEPTABLE SOLU7HMI AND REVISING THE PUNS FOR APPROVAL BY V THE COUNTY �I���, 0 I y ��� 909.759.5700 TEL 909.789.7510 FAX WWW.NOLTE.COM • CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these F of CA��FO� "�� 7�' �� fZ - /o - Zoo Of CA��E� PREPARED BY. so_- r R.C.E. No. co'rF3s1f'3 SCALE NOLTE JOB NUMBER X plans. All changes to the plans must be in writing and must be approved by the preporer of these plans. IL RECOMMENDED DATE DATE �oV °9�ZOO`f [HORIZONTAL: 1'- 40' VERTICAL: 1"-4' TENTATIVE TRACT NO. 30330-1 IE0201 D �9 PLOT DATE: 11/09/04 TIME: 1:13 p.m. 9