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914-PP 12/31/2001 Sewer & Water Plans & Profile Schedule " Twin Arrow Cr,Desert Jewel Dr,Peridot Cr SEWER AND WATER QUANTITY ESTIMATEGENER& TR _--�N 5 8 ACT 00 2 7 �k 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAJTING OF THE DESWTM QUANTITY PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING WAS UINJTES OTHER ?MAN 11105E NTHIN EXIS CITY RIGHT-OF-WAY ANS INSTALLED UNDER FRANCHISE AGREEMENT OR T. 8" P.V.C. C-900 (CL 150) WATER MAMA 1,602 LF. 2. ALL WM SHALL CONFORIM NTH THE RE TS OF THE RIVERMIE COUNTY ROAD MNPROVEMIENT ST AND SPECIFICATIONS SEWER AND WATER PL LOCATOR WINE 1,602 L.F. A� SUBSEQUENT AMENDMIMTS, DATED 9/16/W OIRbINANCE NO. 461. 3. IT SHALL N IHE RESPIO rl9�JTY OF 1HE DEVEL OR CONTRACTOR 8"x 8"X 8" TEE 2 EA. 10 APPLY TO THE COUNTY OF RIVERSIDE T SECTIONS, FOR AN ENCROACHMENT PERMIT, FOR All WORN{ ON EXIIS CITY MAINTAINED 8" FxH ADAPTOR 3 EA. ROADS. 90' 8"Hx6"F REDUCING ELL 1 EA. 4. ALL ulax ll-PU b FACILITIES,, NIH LATERALS, BE IN PLACE, 45' 8" HUB ELL 1 EA. PAW TO PAVING 11 HE STREET SECTION BUT NOT LIMITED TO, IIE FOLLVAM_ X R, WATER, ELECIRIC. GAS, DRAINAGE. * ALL MNAlERIAL.S IESWC AND INSPECIIONN OF PPE SHALL BE IN 45' 8"x6" (FxF) REDUCING ELL 1 EA, COEGIITY WIN IME REQJIE] ENTS OF COUNTY AND THE AIERICAN WAIER WMCS A21OCIAIIDIH (A.W.wA.) TANS B.O. PER STD. B-357 1 EA. E FAltt� 10 MEET ANY OF 11E REQUIREMENTS OF RIVERSIDE COUNTY (8" HxH) R.S.G. VALVE 1 EA. AND THE A.r.�A. SPECFICAAMIS Wl E CAUSE CIION. 7. WOW PIPE COVE1R FOR WATER LIE SMALL BE (8" HxF) BUTTERFLY VALVE PER E.M.W.D. STD. 8-577 4 EA. 6. ALL MNATIENAL S AND NSTALL.ATIONN SHALL CdHF IN RIVERSIDE COUNTY SLINDIVIS11ON I PRIOPMOE11T ORDNANCE NO. 461.6-19M 6" FIRE HYDRANT ASSEMBLY PER E.M.W.D. STD. B-362 5 EA. 9. FOR SEPARAIM NEWREMYS BEYMN WATER J ND SE N]R LIES, 1 MACH AIR VALVE A AIR RELEASE PER E.M.W.D. STD. B-59t TYPE V 3� REFER TO RTVERME COUNTY STANDARD NO. 609- 9K 10. wEEYER A WATER NNE EIr00UNTgA ENS [XRAIN LIE OR01" l NSWAVION Alb CROSSMNOISIR UCTION WEL1 c c TEMN�. B.O. 8-568 1 EA. RESULT IN LESS 1WW 39 INCHES � THE WATER LIE, IT EMWD POTA�LL WA� NOTES NO'nr ]CAn S 1" WATER SERVK� A 5/8- PER E.M.W.D. STD. B-504 TT!E V io EA.NLl Own UibER 1HE OBISI�N►w"ON (11. THE CDINIlRACM SHALL PLACE A BLUEVE P�AVEIENT MARKER AS 1. WATER PIPE LINE AND APPURTENANT CO NSIRUCIHON SHALL BE IN ACtR MWOCE 1. CONI�GTOIt SKI Nowt' lMouallE COUMIY TIIMNSPOIRUTMON DEPiAIR RENT BLUE RETROREFLECTIVE PAVEMENT MANKEI�t 7 E.A.SIIOw OM 1� PLANS TO INDICATE TF FIE HYDRANTS PLACE WITH EMWD STANDARDS AND SPEC FICAII0IN. CON611RJC1p 1 SECTION AT 90M 953-61A6 AT LEAST 46 HOUIS IN M�ARN" AiTER FINAL LIFT OF PAVEMEN . 2. PRIOR TO CONSTRUCTION OF PIPELINE. C O NIRACT R SMALL EXPOSE ADVANCE OF STARING EXISTING PIPELINE AT POINT OF CONNECTION TO VERIFY ELEVATION AND LOCATION. 2. CONTRACTOR SWILL NOTIFY APPIROPINATE Uis<11ES 46 HOURS PRIOR 10 SEAR 3. ALL SERVICE COINNECT06 SHALL BE i" SERVICES X 5/B" METERS EXCAVATION OR TRENCHING. 8" SEWER MAIN LINE 1,590 LF. UNLESS OTHERNSE NOTED; AND SMALL BE LOCAL AS SHOW ON THE PLANS, ADJUSIM AS NECESSARY TO MISS DRIVEWAYS: SERVICES SMALL S0. CALIF. GINS COMPANY VIA U.SA 1-800-227-2600 SEWER MANHOLE PER E.M.W.D. STD. SO-56 5 EA. BE INSTALLED IN ACCORDANCE WIN STD. DWG. B-W (TYPE In. SO. CALF. EDISON COMPANY VM U-SA 1-800-227-2600 TERMINUS MANHOLE PER E.M.W.D. STD. SB-56 3 EA. 4. TEMPORARY BLOW-OFFS SHALL BE INSTALLED IN ACCORDANCE NIM STD. DWG. B-568. GENERAL TELEPHONE EDl90N COMPANY VIA U.SA 1-800-227-20W EMWD SEEL NO i 5. AIR VALUE ASSEMBiIES SWILL BE IN>STALIED IN ACODWMCE V11H SID. DIG. B-50t TYPE V. 4" SEWER LATERALL PER E.M.W.D. STD. SB-177 1,992 LF. 6. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENIERLW (CENIUMADE) OF PPE. FELD CANE VISION VU U-SA 1-800-227-29W 4"x 8' SEWER WYE 1. SE>ER SYSTEM CONSI NCWON AND MATERIALS SMALL BE IN ACCORDANCE 7. FIRE HYDRANTS SHALL. BE INSTALLED IN ACCORDANCE 91H SAD. DWG. B-362 56 EA. WISH E M S STANDARDS S AND SPECF)CA110NS. (COLOR CODED GREEN). E.M.W.D. 909-926-3777 EXT. 4630 BACK WATER VALVE 2 EA. 2. GRAVITY SE NtR PWILE ELEVATIONS ARE TO FLOW LIE (CONDUIT 8 JOINT RESTRAINERS, INSTEAD OF THRUST BLOCKS SHALL BE USED ON ALL INVERT). MAIN LINE PPE JOINTS WITHIN SPECIFIED LIMITS, AND ALL JOINTS OF WATER RIVERSIDE COUNTY FLOOD CONTROL 909-955-1200 3` CQIIRACTOIt HAS THE OPIHON TO INSTALL PEAS at VCP SENRS, APPURTENANCES LATERALS OFF MAIN ENE, PER STD. DM. 8-663. READ' r �urcf.�Ya. FXrSrtly� . 11iE,iP / EXCEPT IWEIE SPECIFICALLY DESIGNATED ON PER EMWD STANDARDS 9. ALL PVC PIPE THROUGH 12 ITCH SMALL BE TYPE C-900, CLASS 150 EXCEPT RN,IERSDE COUNTY ROAD DEPMRIMENT 909-955-6700 AND SPECPICAIIONS, W413E NOTED OIHERW>SL PPE smAL.L COWORM TO AN All SPECF1CAlIONS, SHALL NOT BE USED FOR BPLETG. CONTRACTOR SN�ALL � HIS tXW>wl 4. MANHOLES SHALL BE COMIRUCIM IN NTH STD. DWGS. SB-53, 10. INSTALL LOCATOR WIRE OVER WRIER MAIN PER STD. DWG, S-6ft. QUANTITIES AND BID A COMPLETE J08. SI•-St, %-� AND 3i-61, AS APPLICABLE. M lAMIS WAY BE LAD 11. nTTINGS FOR P.V.C. PPE SHALL BE DUCTIE OR MAY ox FITINNGS *MIGH MANHOLES AND USED AS A FORM F THE INVERT. MAINLINE SHALL BE FLAINfED, BOLTED MECHANICAL JOINTS, OR PUS14-OH JOINTS, � `� 1 �p CLEANOUIS, WX CALLED FOR ON 1HE PLANS, BE CONSIRLICIED AND SHALL BE CEMENT MORTAR LINED AID TAR (SEAL) COALED PER PRIM�nTE LNQINLFE S NOTICE IQ - QONTRAQT%jn N AeoaRe,MliHr� IM SID DVC Ss-52. i E.M.W.D. STANDARDS AND SPECN:ICA70M WATER CERTIFICATION 5. mm TO Ct sftx" OF SEAR, CON SHALL EXPOSE 12. POLYETHYLENE ENCASEMENT- ALL DUCTILE OR GRAY IRON FlTIMGS �. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIIIES OR STRUCIU AES SIIHONN ON EX11"M SEVIEIR AND 1RIiY ITS EX MIMIC ANION AND LOCATION N. SHALL BE POLYETHYLENE ENCASED AT THE TINE OF INSTALLATION PER THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE ME r D OR AND 10 TIE BEST OF WERE' C IG 10 ENS1MrG MANHOLES AN WET S7W OF EIIN3 STANDARDS AND SPECFTCAIIQN. I CERIFY CCOTHA THE DESIGN OF THE WATER SYSTEM IN TRACT N0. 25287 OUR KNIOKE)GE, 11*X ARE NO EXISTING UTILITIES EXCEPT THOSE 900 ON TMS PLAN. PIKPER Oft EXISTS, NO ALIMAMB SMALL BE . MADE 1O EJOSIMNG T IN ACCORDANCE 3PA THE WRIER SYSTEM EXPIATION PLANS OF THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT NANHaE S E tN SM EXCEPT AS SPE Y AUJINORI2ED BY EMWD. THE EASIEINH MJAND D WATER DISTRICT, AND THAT THE WATER THE UTILITIES SHOWN, AND ANY OTHER LIES OR STRUCTURES NOT SHOW ON 1H� 6. >DR LAIERAL.t N1At1 BE OOMSiRRUUCTED IN NTH SAD. SERVIE, STORAGE AND DISIIMBUTK>NN SYSTEM WILL 8E ADEQUATE TO PROVIDE WATER TO SUCH TRACT. PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY � TO THESE LINKS ONi'S, 3t-177. L�OCATlONS WTES AID TE t" rl>}E!E NOT OR STRUCTURES. 91001 ON KjANS. ARE TO BE IN 11 E FIELD PAW TO THIS CEIRTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL ECtII'svIU1CT01. TO MISS DRIVEWAYS ALL TERALS ARE TO BE 4' SUPPLY WATER TO SUCH TRACT AT ANY SPECIFIC QUANTITIES, FLOWS OR CONSTRUCTION CONTRACTOR AGREES THAT NH ACCORDANCE NTH GENERALLY ACCEPTED DLAMEIER UN LESIS 0 SHOWN ON THE PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE. CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR NLL BE REQUIRED TO ASSUME 7. THE CIWIIRAMCINt IS ADVISED THAT TIE WORK ON THIS PROJECT MAY SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE CUM OF MNV�1EiBIC IN A OOIEIED AIR SPACE. OOIIIRRACTQt SHALL BE EASTERN MUNICIPAL WATER DISTRICT CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONAS AND PROPERTY; RE�a1�E FOR �Odii1lED Aft SP ARTICLE tOd, T111.E 8 THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BEl9iTED TO MIU1n1AL CALiORNiA A011MS1RAVVE CODE. WORM HOURS, AND CONSTRUCTION COM1ItACTOR FURIHHER AM7EE5 10, DEFEND. IDENNFY, NI. OHM alt>NADlII►lER IS ENC)"IE R D, ALL VICP PPE SHALL BE AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND All LIANITY, � IWA1ED FOR AMOAP111001 F93WANM PER EIMN SPECFICAIKXNIS. i E /111 mil IAiRNALS SilHllll HAVE A T IN ACOOItDANCE BY: �.� !! REAL OR ALLEGED, IN CONNECTION NTH THE PERFORMANCE OF WOW ON IHMT PROTECT IM =MCI STD. ORS 3 -S2. CIVIL EINaEER OF I i IDAlt THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT Df9tRE)PANCIIES IN PLANTS AND/OR I& ALL MUM EMMNG ! 11IENCH B4CICl:1LL SMALL BE PER SID. DW& SB-157, FIELD CONDITIONS IMMEDIATELY TO .THE DESIGN ENGINEER FOR IESOL UNION PRIOR TO 0-134 a 0--1'.N. CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR OISCREPANMS NOT 9D WORlED AND 11. ALL MW OLM AT 11E MAI NDLE SHALL BE SUCH THAT ITS CROWN SHALL RESOLVED. E LM V M M =0 OF TIE OUTLET PIE, AT 1HM POO&CTIOIfS TO CAUTION: THE PREPARING THESE PLANS Ill NOT BE RESPONSIBLE FOR, OR 12. MWWOMMawr BE INSTALLED PER SEC 409 OF THE UNIFORM LIABLE FOR, UIWTHOIQED CHANGES OR USES OF THESE PLANS, ALL CHANGES TO THE PLLNr CDBE. PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS LOT LINE LOT LINE Ioel �5 CER1iY GHAT TIE OElOM OF LIE SEWDt S'YS IN TRACT N0. 25287 S' ' 10' (5' MIN.) PROP. DRIVEWAY I:S ' N AOCOfOANCE WTTN THE EASIM AL WATER DISINCT'S _ SEWIr1t SYSIEM MASTER PLAN AND THE IN CT HAS PROGRAMMED R/W - - R/W � AOEQ AW CAPACITY TO IREAT I E WASTES F THE PROPOSED TRACT. SN Tt WATER �K LA AL SERVICE EASIERN MUNICIPAL WATER DISIIICT W W W W OF STREET L J BY 3 S S S S 00 ROAD CIVIL ENGINEER OF SUIRWASIONS 6A7E' CL MfN�Ff f T . SEWER LATERAL WATER SERVICE LOCATION NOT TO SCALE PROJECTUNDENBE R R < U HrM SNr� Awlf SITE � a Cot TOLL FREE WATER / SEWER A"WYED BY: OF RIVERSIDE CALIFORNIA CALIFORNIA WATER s��sTE�I �PLE�E�c FACILITIES TIME u�rrAT� ax�nr Z27-2600 �„ T �� CERTIFICATION �EAS RN �IU iCiP WATER DtSTR�CT pEPAR'TI�NT OF HEALTH Mn VICINITY SAP arwt "r w i CERIFY THAT THE DESIGN OF THE WATER SYSTEM IS 1. TRACT 25287-3 (WATER ! SEN=R) THE TIME LIMIT ON DRAWINGS APPROVAL SHALL BE SIX (6) MON CNrHL ENGINEER OF SIIBOMS10N5 DATE NOT TO SCALE IN ACCORDANCE VATH THE REQU�MTS PRESCRIBED FROM THE DATE ON THE GERTFICATION. IF CONSTRUCTION HAS WAL DATE SECTION 36, TO'WMNSHNP 5 SOUTH, NMI M COIJtttY BY THE RIVERSIt)E COUNTY FIRE DEPARTMENT. 2. TRACT 25287-1 (DRNVE C�NO CIIST� DESERT NOT TBE REVIEW BYNTHET VELOF'ERTED 7W � ENGINEER ER FOR �RY� owwmm A3 fs FOR HEALTH f CA. RANGE 3 WEST 1 2tIS - Q_/�_yg POSSIBLE CHANGES IN WATER PLANNED Sic AD CHANGES IN ow a�a s - PRESSURE ZONE 1627 IT 91 • F •7 912-70+HS D/1TI` SPECIFICATIONS AND STANDARDS. »Mt � s DATE �'�' � I.D. 13 6t U-1 • SEAL-COUNTY �Y of � SEAL-ENG04EER CSL ENGINEERING. INC 9 BENCHMARK: TRACT 25287 sA 33 41 WORK WITHIN �PLANs TRAt�lSPOICTATIO�M DEPARTYDiT5 w.o. -: rtf!n3MW s11H351 sTERUNG AVENUE Sl1lTE E RNV. CO. B.M M-14-63 NI THE TEECOUNTY O RI�'ERSiDE� ' 4 c^ Rf11ERSIDE, Cft.FOR 4A 92503 INWASECTM N IEOPORT RD. A C.O. TWEE RM 6 R NK IN (909) 785-5122 * FAX (90li) 7d5-5180 N. ASU1�11rolt N�" PIPEc�w r�t iTAG COORD. r SEINER AND WATER PLAN ACID PRMLESNET i �!�'" 4' � Exp.12/M/W 'THE III ff or IeIIJIewim wRIIBs 00BN MlIIIm * Ex'. s� � * /9� * R.C.E. NND. E I EV.= 1425.152 T= SHEET D N D TE SCALE: HOME M f ILIUM me � GATE DATE � „o � ' W& OF, pa. L qr CIA. DAM f-//- t< IE1>1� THE AJI1N IN Ml�M !r THE C�MIr H: V: EN DATE • J*474/8-10 -' /4 GENERAL NOTESTRACT SEWER AND WATER QUANTITY ESTIMATE �k • 5 87 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE DESCRIPTION QUANTITY PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING WATER UTILITIES OTHER THAN THOSE WITHIN EXISTING CITY RIGHT-OF-WAY INSTALLED UNDER FRANCHISE AGREEMENT OR PERMIT. 8" P.V.C. C-900 (CL 150) WATER MAIN 1,602 L.F. 2. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS AND SPECIFICATIONS S W R AND WAT R P ANS LOCATOR WIRE 1,602 L.F. AND SUBSEQUENT AMENDMENTS, DATED 9/16/88, CO. ORDINANCE NO. 461. 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR 8"x 8"X 8" TEE 2 EA. TO APPLY TO THE COUNTY OF RIVERSIDE PERMIT SECTIONS, FOR AN ENCROACHMENT PERMIT, FOR ALL WORK ON EXISTING CITY MAINTAINED 8" FxH ADAPTOR 3 EA. ROADS. 90' 8"Hx6"F REDUCING ELL 1 EA. 4. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE, PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, 45' 8" HUB ELL 1 EA. THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, AND DRAINAGE. 5. ALL MATERIALS TESTING AND INSPECTION OF PIPE SHALL BE IN 45' 8"x6" (FxF) REDUCING ELL 1 EA. CONFORMITY WITH THE REQUIREMENTS OF RIVERSIDE COUNTY AND THE B.O. PER STD. B-357 1 EA. AMERICAN WATER WORKS ASSOCIATION (A.W.W.A.) STANDARDS. 6. FAILURE TO MEET ANY OF THE REQUIREMENTS OF RIVERSIDE COUNTY (8" HxH) R.S.G. VALVE 1 EA. AND THE A.W.W.A. SPECIFICATIONS WALL BE CAUSE FOR REJECTION. 7. MINIMUM PIPE COVER FOR WATER LINE SHALL BE 48 INCHES. (8" HxF) BUTTERFLY VALVE PER E.M.W.D. STD. B-577 4 EA. 8. ALL MATERIALS AND INSTALLATION SHALL CONFORM TO RIVERSIDE COUNTY SUBDIVISION IMPROVEMENT ORDINANCE NO. 461.6-1988. 6" FIRE HYDRANT ASSEMBLY PER E.M.W.D. STD. B-362 5 EA. 9. FOR SEPARATION REQUIREMENTS BETWEEN WATER AND SEWER LINES, REFER TO RIVERSIDE COUNTY STANDARD NO. 609-1988. 1 INCH AIR VALVE k AIR RELEASE PER E.M.W.D. STD. B-598, TYPE "B" 3 EA. 10. WHEREVER A WATER LINE ENCOUNTERS A STORM DRAIN LINE OR OTHER OBSTRUCTION AND cRosslNc OVER THE OBSTRUCTION WILL E M WD POTABLE WA NOTES NOTIFICATIONS TEMP. B.O. B-568 � , EA. RESULT IN LESS THAN W INCHES OF COVER OVER THE WATER LINE, IT 1" WATER SERVICE & 5/8" METER PER E.M.W.D. STD. B-590, TYPE "B" 58 EA. WILL CROSS UNDER THE OBSTRUCTION (MIN.6" CLEAR). 11. THE CONTRACTOR SHALL PLACE A BLUE RETROREFLECTIVE PAVEMENT MARKER AS 1. WATER PIPE LINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE 1. CONTRACTOR SHALL NOTIFY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT BLUE RETROREFLECTIVE PAVEMENT MARKER 7 EA. SHOWN ON THESE PLANS TO INDICATE THE LOCATION OF FIRE HYDRANTS. PLACE WITH EMWD STANDARDS AND SPECIFICATION. CONSTRUCTION SECTION AT (909) 955-6885 AT LEAST 48 HOURS IN MARKER AFTER FINAL LIFT OF PAVEMENT. 2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE ADVANCE OF STARTING CONSTRUCTION. EXISTING PIPELINE AT POINT OF CONNECTION TO VERIFY ELEVATION AND LOCATION. 2. CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS PRIOR TO SEWER 3. ALL SERVICE CONNECTIONS SHALL BE 1" SERVICES X 5/8" METERS EXCAVATION OR TRENCHING. 8" SEWER MAIN LINE 1,590 L.F. UNLESS OTHERWISE NOTED; AND SHALL BE LOCATED AS SHOWN ON THE S0 CALIF PLANS, ADJUSTED AS NECESSARY TO MISS DRIVEWAYS. SERVICES SHALL . . GAS COMPANY VIA U.SA 1-800-227-2600 SEWER MANHOLE PER E.M.W.D. STD. SB-56 5 EA. BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-590, (TYPE 'B"). SO. CALIF. EDISON COMPANY VIA U.SA 1-800-227-2600 4. TEMPORARY BLOW-OFFS SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-568. TERMINUS MANHOLE PER E.M.W.D. STD. SB-58 3 EA. EMWD SEWER NOTES GENERAL TELEPHONE EDISON COMPANY vu U.S.A. 1-800-227-2soo 5. AIR VALVE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-598, TYPE "B 4" SEWER LATERAAL PER E.M.W.D. STD. SB-177 1,92L L.F. 6. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTERGRADE) OF PIPE. FIELD CABLE VISION VIA U.S.A. 1-800-227-2600 1. SEWER SYSTEM CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE 7. FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-362 4"x 8" SEWER WYE 58 EA. WITH EMWD'S STANDARDS AND SPECIFICATIONS. (COLOR CODED GREEN). E.M.W.D. 909-928-3777 EXT. 4830 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT 8 JOINT RESTRAINERS, INSTEAD OF THRUST BLOCKS, SHALL BE USED ON ALL BACK WATER VALVE 2 EA. INVERT). MAIN LINE PIPE JOINTS WITHIN SPECIFIED LIMITS, AND ALL JOINTS OF WATER RIVERSIDE COUNTY FLOOD CONTROL 909-955-1200 REMOI/E T��11P. PLU6f�/O/�L EX/STlN6 SE-AveR / EA 3. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OR VCP SEWERS, APPURTENANCES LATERALS OFF MAIN LINE, PER STD. DWG. B-663. EXCEPT WHERE SPECIFICALLY DESIGNATED ON PLANS, PER EMWD STANDARDS 9. ALL PVC PIPE THROUGH 12 INCH SHALL BE TYPE C-900, CLASS 150 EXCEPT RIVERSIDE COUNTY ROAD DEPARTMENT 909-955-6700 QUANTITIES AND SPECIFICATIONS. WHERE NOTED OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECIFICATIONS. SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. DWGS. SB-53, 10. INSTALL LOCATOR WIRE OVER WATER MAIN PER STD. DWG. B-6%. QUANTITIES AND BID A COMPLETE JOB. SB-%, SB-58 AND SB-61, AS APPLICABLE. SEWER MAINS MAY BE LAID 11. FITTINGS FOR P.V.C. PIPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS THROUGH MANHOLES AND USED AS A FORM FOR THE INVERT. MAINLINE SHALL BE FLANGED, BOLTED MECHANICAL JOINTS, OR PUSH-ON JOINTS, PRIVATE ENGINEER'S NOTICE TO CONTRACTORS CLEANOUTS, WIFIERE CALLED FOR ON THE PLANS, SHALL BE CONSTRUCTED AND SHALL BE CEMENT MORTAR LINED AND TAR (SEAL) COATED PER IN ACCORDANCE WITH STD. DWG. SB-52. E.M.W.D. STANDARDS AND SPECIFICATIONS. WATER CERTIFICATION 5. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE 12. POLYETHYLENE ENCASEMENT: ALL DUCTILE OR GRAY IRON FITTINGS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON EXISTING SEWER AND VERIFY ITS EXISTING ELEVATION AND LOCATION. SHALL BE POLYETHYLENE ENCASED AT THE TIME OF INSTALLATION PER THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF WHERE CONNECTING TO EXISTING MANHOLES AND AN INLET STUB OF EMWD STANDARDS AND SPECIFICATION. I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT N0. 25287 IS IN ACCORDANCE WITH THE WATER SYSTEM EXPANSION PLANS OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. PROPER SIZE EXISTS, NO ALTERATIONS SHALL BE MADE TO EXISTING THE EASTERN MUNICIPAL WATER DISTRICT, AND THAT THE WATER THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY EMWD. SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE 6. SEWER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. PROVIDE WATER TO SUCH TRACT. PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES DWGS. SB-177. LOCATIONS OF WYES AND LATERALS, WHERE NOT OR STRUCTURES. SHOWN ON PLANS, ARE TO BE DETERMINED IN THE FIELD PRIOR TO THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL CONSTRUCTION, TO MISS DRIVEWAYS. ALL LATERALS ARE TO BE 4" SUPPLY WATER TO SUCH TRACT AT ANY SPECIFIC QUANTITIES, FLOWS OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED DIAMETER UNLESS OTHERWISE SHOWN ON THE PLANS. PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE. CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME 7. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF INVOLVE WORKING IN A CONFINED AIR SPACE. CONTRACTOR SHALL BE EASTERN MUNICIPAL WATER DISTRICT CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; RESPONSIBLE FOR "CONFINED AIR SPACE" ARTICLE 108, TITLE 8 THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL CALIFORNIA ADMINISTRATIVE CODE. WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, DEFEND, INDEMNIFY, 8. WHERE GROUNDWATER IS ENCOUNTERED, ALL VCP PIPE SHALL BE AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, , TREATED FOR ABSORPTION RESISTANCE PER EMWYD'S SPECIFICATIONS. �. 11 7 f REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 9. ALL RESIDENTIAL LATERALS SHALL HAVE A CLEANOUT IN ACCORDANCE BY: n WITH DISTRICT STD. DWG. SB-52. CIVIL ENGINEER OF SUBDIVISIONS I DAlt THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR 10. ALL PIPEZONE BEDDING a TRENCH BACKFILL SHALL BE PER STD. DWG. SB-157, FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO SB-158, ! SB-159. CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND 11. ALL SEWER MILETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL RESOLVED. BE LEVEL WITH THE CROWN OF THE OUTLET PIPE, AT THEIR PROJECTIONS TO THE MANHOLE CENTERLINE. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR 12. BACKWATER VALVES SHALL BE INSTALLED PER SECTION 409 OF THE UNIFORM LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLUMBING Cam• PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. PA SEWER R TI FI ATI N LOT LINE LOT LINE 5 I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT N0. 25287 10' (5' MIN.) PROP. DRIVEWAY 7 IS IN ACCORDANCE WITH THE EASTERN MUNICIPAL WATER DISTRICT'S p SEWER SYSTEM MASTER PLAN AND THE DISTRICT HAS PROGRAMMED - R/W - - R/W ADEQUATE CAPACITY TO TREAT THE WASTES FROM THE PROPOSED TRACT. SEWER WATER LATERAL SERVICE EASTERN MUNICIPAL WATER DISTRICT W W W W Q f OF STREET L KiV1 • CJly+at 4� r3��' S S S S BY: CIVIL ENGINEER OF SUBDIVISIONS GATE` a- 3.1 ROAD TYP. R ATERAL & WATER SERVICE LOCATION EFti ti w NOT TO SCALE PROJECT LINDENBERGER RD. Q Underground Service Alert SITE zo z Call: TOLL FREE 1 -800 WATER SEWER APPROVED BY: in 227-2600 COUNTY OF RIVERSIDE, CALIFORNIA WATER SYSTEM IMPLEMENTING FACILITIES TIME LIMITATION EASTERN MU ICIP L WATER DISTRICT COUNTY OF RIVERSIDE, CALIFORNIA FIRE DEPARTMENT FIRE CERTIFICATION DEPARTMENT OF HEALTH TWO WORKMIG DAYS '+ -I W VICINITY M A P KFOIE You DIG BY: THE TIME LIMIT ON DRAWINGS APPROVAL SHALL BE SIX (6) MONTHS CIVIL ENGINEER OF SUBDIVISIONS DATE APP NOT TO SCALE I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS 1. TRACT 25287-3 (WATER AC SEWER) IN ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED FROM THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS INITAL DATE SECTION 36, TOWNSHIP 5 SOUTH, BY THE RIVERSIDE COUNTY FIRE DEPARTMENT. 2. TRACT 25287-1 (WATER & SEWER ON PAINTED DESERT NOT COMMENCED WITHIN STATED TIME, EMWD REQUIRES DRAWINGS PROJECT ENG. 75 V /3 !a RANGE 3 WEST SEMEN 810TIM , K FIE, RIVERSIDE COUNTY CA. DRIVE AND CAMINO CRISTAL) TO BE REVIEWED BY THE DEVELOPER/DESIGN ENGINEER FOR APPROVALS M�sKmN FOR HEALTH DEP ENT, RIVERSIDE COUNTY CA C 18645 EAST GALE AVENUE, SUITE 205 POSSIBLE CHANGES IN MASTER PLANNED SIZING AND CHANGES IN OPERATIOM - PRESSURE ZONE 627_ CITY OF INDUSTRY, CA 9170 sue---- :DATE:-�/"qB SPECIFICATIONS AND STANDARDS. _ �_ 626 912-0123 * FAX: 626) 912-7045 DATE RICHARD A. SCIANNI R.C.E. NO. 1 DATE 'u' � I.D. 13 dt U-1 cow OF RwE CSL ENGINEERING, INC . TRACT 25287 S.A. 33/41 WORK CONTAINED WITHIN THESE PLANS SEAL-COUNTY SEAL-ENGINEER BENCHMARK: SHALL NOT COMMENCE UNTIL AN offs TRANSPORTATION TRANSPORTATION DEPARTMENT QaOFESS/py W.O. 98-335 ENCROACHMENT PERMIT AND/OR A �c�0�� .. or l� ��0� �' Scq�F` RIVERSIDE11651 , CALIFORNIA 1TE E INTERSECTION oF1NEWYPORT RD4-63 IN . a�E COUNTY O F RIVERSIDE C.O. GRADING PERMIT HAS BEEN ISSUED. ��, y APPROVED BY: h , y THE PRIVATE 040NEER SIMC THESE RUMS IS IESPOM W FOR W Y % s= i (909) 785-5122 * FAX (909) 785-5180 MARKS UNDEN"RTYY SURWYOR CAP WELL MON.PIPE & TAG COORD. 23-C-39 „ Aoa�ACY AN0 AtAeuTY oE�al IEAEpI 33950 ,L G No. 25917 SEWER AND WATER PLAN AND PROFILE SET 1 OF 5 IN THE EVENT OF DE9CREPMM ARISifl6 AFTER CUM APPROVAL * Exp. 6/30/02 * g ��9 0 * Exp. 12/31/01 TITLE OR DURING CONSTRUCTION, THE PRNVATE ENGMIEER SHALL BE s� DATE s �� R.C.E. NO. 17 ELEV.- 1425.152 TLE SHEET D-Z o6 9 RE%003.E FOR MIERIWINiG AN ACCEPTABLE S+OLU110N AND M�K �' DATE APPR. DATE -!�. CIVI\. -�a�r pLD �''-1 - q�, CIVIL. �s�� EXP. 12 31 01 REVISMG THE RIM FOR APPROVAL BY THE COLMTY. ENGINEER REVISIONS COUNTY CA`\ R EN DATE CA\Yt ' Q S DATE 8-//- 98 SCALE: NONE V FOR: W.O. F _ RI HARD A. I N I 14 JN474/8-10-98/474SW1 .DWG S:40 ID TRACT NO . 25 87 bo'n 11 WATER AND SEW R P ANS 39 \ 0 40 38 � \ F.H. INDEX MAP / � � / / / a0 MfNIF ROAD �\ ! ay. � 41 , 3 E£ z 37 _,, 42 � � � y � w ----__ N� 54 \ \ PROJECT LINDENBERGER RD. Q 36 V r—------- ---- \ / SITE z o\ / o z ------- 43 4f "Z V)i < 6 / c� --- p 2 ,�. N \ / /� 7 3 4 F.H. 3 , `� \ / / -" 0 VICINITY M A P - \45 4 _ __ NOT TO SCALE 5 " " 8 SECTION 36, TOWNSHIP 5 SOUTH, F.H. / > O ' S �\ \ �F \ _ ----- `f;- RANGE 3 WEST 33 1 6 \ 56 � 3 �" 4 F.H. i 9 , j �, F.H. 7 \�, — _ — D - 10 j �,,� 32 i 53 ��, �� — A � \ 2 aV. 8 �` R 0 1 i 52 9 j 31 '� FS 10 = 55 51 50 A \ 12 6 i ' F.H. � --r----- - - ----- --- �✓ 30 3 49 V ' 13 j T (�-r r�,' -- `'� ��` �� 25 ' 2 48 47 F. 13 29 30 48 , - v 1 , ; ��% � ; \ 24 V y i 49 46 4 31 47 _ \ 14 15 , 16 ; 17 1 18 19 20 21 22 ' 23 \ QR�� 50 / 14 29 p F.H / 288.0 46 45 ER -- ' F.H T RA E _ F.H. ,// 21 _ 45 7r�r\� l�� 5 j /44 \ Q T A �T \ 15 r r�.. 36-f � 44 28 As 7 43 F.H. / 22 _ _ 20 35 \\ E` 32 52 - '� . I - 7D n 43 1s J 51 42 _�, \ w 27 < 6 53 - i — ( 34 37 ~ 26 T CT 2 28754 41 / -<< ! i !,� \ 27 23 - - 19 oc 33 F.H. 55 � 35 1 I ( ; 28 s 42 26 V 7 25 56 40 \\ 36 34 ; 33 132 131 29 I F.H. 50 e" WER 371 30 - _ 0 33 38 1 17 18 19 34 I - v 18 -- 25 0 8 I 7 40 20 = 5 39 - 24 - 41 r `� � I � v 17 32 39 F.H. ` �I1TEIt 49 38 34 / i r�r\f� �52,3l- i� _ < B.O. F.H. F.H. 24 V 9 d' SEAR ; 1 , 30 27 26 25 F.H. 29 28 21 2 h 48 58 0' (s. / 33 32 31 F.H 23 F' 10 (5' t�illW. (T Ir SEW F \ F.H. 3 7 (TV.) 47 ,,�159 '� —-� _._...� — 22 11 46 45 _ — 24 23 22 10' (s' hMN. 21 B.O.A. pRIVE 1 28 27 26 25 . 60 2 INTE SER I 15 16 31 ` 30 29 LOT 51 F.H i _-�--- P 1 � 13 14 40 41 42 43 44 J I 2 21 12 2 38 39 % � � ,1 I � , 8 � 9 � 10 11 � ! II O(TYP. F.H. a' P.V.C. WATER F.H. 4 % 3 6 7 � 5�1 4 � 5 � } I 20 13 '019 1 i 2 % 19 14 ; 1 8 SERT w.N. TR4 3�0' . ,o.) �,� 8 7 6 5 Tw.) �oN F.H. � 14 9 SE1R]I ror TINLT 25W-3 18 15 17 13 12 1 1 10 � �►M xv. Ir SEwR 17 16 16 M.I� INDEX MAP SJfJ-rrH r 1�,1GEE'r� Jr FUTURE GOLF' rJJRSr B.O. B.03i_m� It NN ABBREVIATIONS S SEAR AR-MR RELEASE I- WATER AV--MRCUUM SCALE: 1„ = 100' WATER LE G E POSED Ir WINTER PER D-20474 BF V—BUTTERFLY VALE N D BOSD-BOTTOM OF STORM DRAMA 0 50' 160, 200' 300 460' WATERLINE (SIZE AND TYPE NOTED) BOW-BOTTOM OF WATER LINE —————— EXISTING OR PROPOSED WATERLINE (SIZE AND TYPE NOTED) BRPM-BLUE RETROREFL.ECTIVE PAVEMENT MARKER CAV-COMBINATION AIR VALVE FLANGE (F) TYPE END CG-CENTER GRADE HUB (H) TYPE END, RESTRAINT CML & C-CEMENT MORTAR-LINED AND COATED STEEL PIPE (CLASS 150 UNLESS OTHERWISE NOTED) A TEE (F x F x F) -CLEAT SEWER LEGEND CS-CORPORATION STOP BEND (H x H), RESTRAINT CV-CHECK VALVE FIRE HYDRANT (1-2 1/Y, 1-4") [PER STD. B-362 (GREEN)] MW40LE (SB-56) EP-EDGE OF PAVEMENT F-FLANGE BLOW-OFF [TEMPORARY B-5681 SEWER MAIN AND LATERALS (SIZE NOTED) FH-FIRE HYDRANT GV-GATE VALVE AIR VALVE [A.V. & A.R. PER STD. B-598 (TYPE -Er)] ———-yam-——— EXISTING OR PROPOSED MANHOLE H-HUB 4:0* BFV - BUTTERFLY VALVE (F x H), RESTRAINT I Undwv.ow SoMes Ai*rf HPI-HORIZONTAL POINT OF INTERSECTION -1** RSGV - RESILIENT SEAT GATE VALVE (H x H), RESTRAINT —— ———J— NOTED)EXISTING OR D SEWER MAIN AND LATERALS Call: TOLL FREE MH-MANHOLE PROP.-PROPOSED 3� F x H ADAPTER TERMINUS MANHOLE (SB-58) 1 -800 WATER / SEWER APPROVED BY: COUNTY OF RIVERSIDE CALIFORNIA RSGV-RESI.IENT SEAT GATE VALVE 1" METER SERVICE CONNECTION [ 1' COPPER TUBING END OF SEWER LINE (PLUGGED) 227-2600 EAST RN MU ICIP L WATER DISTRICT DEPARTMENT OF HEALTH R/W-RIGHT OF WAY W/ 5/8" METER PER B-590, TYPE •er] two DAYS Y RW-RECLAIMED WATER LINE (CLASS 150 UNLESS OTHERWISE NOTED). — F x RJ FLANGE/RESTRAINT JOINT CLEANOUT (SB-52) KFOK YOU M CIVIL ENGNNEER OF SUBDIVISIONS (DATE SD-STORM DRAIN ❑ BLUE RETROREFLECTNE PAVEMENT MARKER ® BACK WATER VALVE OIMIrER INITAL DATE STL-STEEL PFIMCr ENG _ 915 TOS-TOP OF SEWER LINE s STREET LIGHT eOTHM I K• APPROVALS �cim — FOR HEALTH DEP , RNERSIDE COUNTY Ca VPI-VERTICAL POINT OF INTERSECTION 18645 MXST W E.,AVENUE 9� 48 205 � WM _ G� W OR W.L.-POTABLE WATER LINE (CLASS 150 UNLESS OTHERWISE NOTED).626 912-0123 s FAX: 626 ZONE 1627 912-7045 SM. OPEPATOG DATE ('� I.D. 13 do U-1 SEAL-COUNTY SEAL-ENGINEER BENCHMARK: TRACT 25287 S.A. 33 41 WORK CONTAINED WITHIN THESE PLANS FESS/ L�nr OF RfvE�tsaE s� C SL ENGINEERING, INC. SHALL NOT COMMENCE UNTIL AN eR° av TRANSPORTATION DEPARTMENT QR o�s w.o. 98-335 GRAENCROACHMENT PERMIT AND/OR A Q��,o A. 0) �l� �`�� A' �,��< RIVERSIDE, CALIFORNIAAU925S03TE E INTTEV. SECS O1�6 T THERD &E COUNTY O F� RIVERSIDE C.O. t GRIID4NG PERMIT FIRS BEEN ISSUED. �, � APPROVED BY- �, �, � (909) 785-5122 « FAX (909) 785-5180 LINOENBOW RD. AT 1 IRON PEE & TAG TEE R MATE EISINUR SIRM THESE PLANS IS AESPOIISIBLE FOR Y c� = MARKED COUNTY SURVEYOR IN CAP WELL ION. COORD. 23-C-3 X ACOAKr AND A CEPTARM OF X OM N �MK E �3�0 02 9 23/9 _ Na 25917 SEWER AND WATER PLAN AND PROFILE SHEET 2 OF 5 N THE EVEINT OF DESCIEPAIM AiLIW AFTER CDUNTY APPROVAL * Exp. / / * / * Exp. 12/31/01 * E ".- 1425.152 Olt MAVOG CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE ,r PREPARED B'Y: R.C.E. No. INDEX SHEET RE"WE FOR DETET#IMM AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE 7j�, CIV1� �� 11Tn ;9 s� CIVIC �� . 1 1 D` �� IEYM X PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY CAU R EN DATE �� DARE. 8-//- 9B H: 1'=100' V. FOR: W.O. lm"Y-914-- PP FILE NO ' JN474/8-10-98/474SW2.DWG� -- ------- - --------- 4 -- ---- -4 t -j- --A 4- -7- 7F - ----- 7- -7 7 + 1 1 4 -----...... 41 4 t J_ A-— 4 + 1 Tr 7 4 j A -4 4- t -7-Ti 77 -4——-- 7.7 -4 7 :.-1 7 4 T,- t I Qq 4 t T t LA - + 71 -------------- ------ ------- ------- 7 -A 4�: X: J- j- A -7, ------ ---- ----- 4� 4;.p 4 A, 4 A L�q -:4 t F-7 4 jT,� T i r + - t - - ! I . '4- , I L " '-L 7 - 4 j r 4 t 4- _-_I 7 T 4 -4- A- t IM It A J' -_T t -w -j %V0 4 4 4 -mb + 7--- 4- T Itw t c%t - r-- -------t---r- ---4 t 4-4 $0 + f 4- 1 ko 7� T+ ------ + + T -4 t -------- 17 f 17 -7 -7 7 -7 -7 t -------------t-------- ------- t t i r -4- :�7 7r 7-, :7-7 -7 77, )0 7- 7, 7 r 7� r T i I. t:7 1. 1 i t t t ------ ----- 7-T -------- t t t -7 7 7 7- :L t -7 7 '7 C-4 T 41= + t -�---7-r t7- ------:7 -7- --t7 -F -4 1+ t T + t -7- 4- T- t f 77-- 77 -7 -+--7t- 77+ 7 -77- 7 7-, w lqtxi 11 001w u L 4-- T ............- I -7 t77 4 -777!7 -7 7 -7 17 ---------- :7- 4- -7 t 4 . .... . r t PROFILE SCALES -------------- t-i-1 4 -i f 4, -4- -4- - HORIZ. 1 4 0 4 1 4 -7 VERT. 1 4' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 STA. 14+21.00 STA. 10+06.00 STA. 15+21.00 M.H. NO. 4 TERMINUS M.H. NO. 5 TYPICAL FOR ALL TEES OUTSIDE OF MAIN-LINE 6' E'LY OF 6' E'LY OF JOINT RESTRAINT LIMIITS-IN ADDITION TO RESTRAINING JOINTS ON BRANCH SIDE OF TEE, RESTRAIN BOTH 8* SEWER RUN-SIDE JOINTS AND INSTALL A FULL 20' LENGTH 6" N'LY OF INT. STA. 14+15.00 TWIN ARROW CIRCLE OF PIPE ON EACH SIDE OF TEE RUN (WHERE POSSIBLE). STA. 10+00.00 DESERT JEWEL DRIVE DRIVE 80 SEWER 10+00.00 TWIN ARROW CIRCLE RADIUS MNT 32 39 6' N'LY OF q- 31 11 1 601 11 11 I 3 <1 0 )n, STA. 9+85.00 34 35 36 37 9 (3 J 14 15 TERMINUS M.H. NO. 6 6' N'LY OF 38 30 L124.14' 26.10' 50.00, 50.00, 50.00, (-R/W 85.00, 55.00' 62.06. 15+75.88 0 STA. 9+94.90 0 If 1- AN. & A.R. PER B-5W (TYK B) B.O. PER STD. B-357 BR pw�� 1 ,IA7W NW 1.vrw pw I I I MW Z5-4rW 45* rF x 6*F REDUCING ELL I 8n FxH ADAPTER 0 C) 2 m t3 I 1 0 T v my v—1 t--17 2,20.76' 50.00' 50.00' 50.00' 50.00' 50.00, 50.00, 50.00, 50.00' 50 .8 LR/W 50.00' 53.94' 1426.02 OTTOM 8" WATEF STA. 15+85.37 28 1423.65 TOP 80 SEWER INSTALL TEMP. B.O. (B-,%8) 27 26 25 24 23 22 2 1 20 19 18 17 16 8* R.S.G.V. 15+74.70 R/W AT STA. 14+02.00 TRACT BOUNDARY Underground Servlce Alert 8" P.V.C. C-9W CL 150 STA. 11+20.76 = STA. 9+87.00 80 P.V.c. C-9w CL 150 WATERUNE 13' SLY OF 6 FIRE HYDRANT 1-8n FLG'D TEE I PER STD. B-362 2-8" FxH B.F.V. W,N� WATERUNE 13 S'LY OFq- 1-8- FxH ADAPT9 1 -800 OVED BY: RESTRAINED ONTS. EASTUN MIU�ICIPA R DISTRICT COUNTY OF RIVERSIDE, CALIFORNIA SCALE: 1" = 40' TWO WORKOG DAYS WATE KFORE YOU M Wf. i- b m 5&r%r% MEMO CIVIL ENGNEER OF SUBDIVISIONS 6ATI5 — AP lEYY- b io, io- go, i k' 160' OWNER DEVELOPER INITAL DATE IM DUIMI NOTHM Lu PROACT ENG. 3; ff-/;- 18645 EAST GALE AVENUE, SUI APPROVALS trjKCTK)N FOR HEALTH DEF("NT, RIVERSIDE C()UNTY CA. CITY OF INDUSTRY, CA 91748 WTR. 0PEMTMNS 6 626 912-0123 * FAX: (626) 912-7045 SWR. OPMTONS, DATE 1.D. 13 & U-1 SEAL-COUNTY COWTY OF RIVERM SEAL-ENGINEER CSL ENGINEERING, INC BENCHMARK: 87 S.A. 73/41 WORK CONTAINED WITHIN THESE PLANS FES 0 OFES L— L TRANSPORTATION DEPARTMENT ly, RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION W.O. 98-335 ENCROACHMENT PERMIT AND/OR A 0111 zi A 11651 STERLING AVENUE, SUITE E C.O. COUNTY OF RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. APPROVED BY- < RIVERSIDE, CALIFORNIA 92503 OF NEWNT RD. & LINDENBERGER RD. A 1m .4tj- ip- (909) 785-5122 FAX (909) 785-5180 RON PIPE & TAG MARKED C"TY IN CAP WEIi MON. COORD. 23 THE PRIVATE 90CER SCM THEM PLMS IS RE"ME FOR 33950 SHEET 3 OF 5 di AS&= 1W ACDAtACY AND ACOTABUTY OF TK OESM IN HXON. .7 A? No. 25917 IN THE MT OF MWUANCIES OW AFTER COUNTY APPROVAL p Exp. 6/30/02 Exp. 121/31/01 PREPARED 25�1 7 w ffy. R.C.E. NO. TWIN ARROW CIRCLE 4- t + OR DURING CMSTRUCTM, THIE PRIVATE ENGINEER SHALL BE MARK BY DA19 APPR. DATE clvl\� D TE (EF. 12/31/01T— ID-2070 / RESPONSOLE FOR DETERMINING AN ACCEPTAKE SOLUTION AND nr N 'j'j SCALE: FOR: W.O. C*01JN1TY REVISM THE RM FOR APPROVAL BY THE C"TY. ENGINEER REMSIONS COU'NW CAV OFF' C DATE. d-,(1- 26 - FILE NO P I P I Oh3 DATE RICHARD A. SCIANNI H: 1*=40 V: 10=4, .9 p 74SW3.DWG/S:40 44 -4 4- T 4 J, 17 A 4 4 a!t r� 71 _j _Aj- -117 T T t + E i 4- -7-7-7-77-4- 7--_!--7-, T-- 4 ----------------------- ...... -------------- ----------------------------- ----------------- ------ ------- - ------- ------ L + + -T t7,4 4 , I TL ------ tz T Z 7,- m + -4 AM i 4w i V4 + 7 C) Lij 7 ni i0t t -kc r t -1 1 -- - - ---1- t 1 t -4 4 t r 77 - 4 T. __7_ 77- ------ T T� 1 __ I . t + + 4 IIr -4 i� + 4 j- - ------ ---- __T: 4 4 4 777 ---------- T 7 t 7 T iT. + 71 ::�___+_ I --- + 7 '7-- 4 I -- - - - 7 7-7' ------- ------ -77- t -7 i t-- t 717 Dirt 4-- 7 t_7 4 - _4 t 7__ �7 7 7 + -4 4 4 T__ -4 4- fI . ....... 7 7 7 ---Lx ;26 cl� - OF IiIER T I -T + t -7 -t--7 -7 T W R t 7 T7_ T T _17 z 7 __7....... t S t f HORIZ. 1 pf 401 4� 4-- -4 t 4 I - - __ --- 4 - --- --- --- 4 VERT. 1 4' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 i INT. STA. 14+97.54 DESERT JEWEL DRIVE = STA. 13+63.35 PERIDOT CIRCLE < G INT. STA. 10+00-00 DESERT JEWEL DRIVE 8" P.V.C. C-900 CL 150 STA. 18+74.29 STA. 14+15.00 TWIN ARROW CIRCLE TWIN ARROW WATERLINE 13" WLY OF STA. 13+64.00 8 P.V.C. C-9010 CL 150 25 STA. 20+25.20 CIRCLE 10 A.V. & A.R. (TYPE B) WATERLINE 13' W`LY OF i PER B-598 STA. 16+72.10 INT. STA. 18+61.00 DESERT JEWEL DRIVE REMOVE TEMP. B.C. & 1" A.V. & A.R. STA. 20+38.79 PAINTED DESERT DRIVE JOIN 8" WATER Uj C6 PER TRACT 25287-3 < STA. 10+46.00 PO .0 < 1p STA. 14+84.54 6* FIRE HYDRANT zi; PERIDOT -362 :2 c6 =STA. 13+50.35 Ui PER STD. B + to CIRCLE C) % 20 + 1-8" FLG'D TEE + 0 2-8 0 Fx:H B.F.V. (w,$) �0_ 01 01 1-FxH ADAPTOR (N) TYPICAL FOR ALL TEES OUTSIDE OF MAIN-LINE STA. 9+87.00 .01 STA. 14+02.00 38 RESTRAINED JOINTS OV �p' JOINT RESTRAINT LIMIITS-IN ADDITION TO RESTRAINING 1-8n FLG'D TEE JOINTS ON BRANCH SIDE OF TEE, RESTRAIN BOTH 2-8 FxH B.F.V. ME) 39 4 60 RUN-SIDE JOINTS AND INSTALL A FULL 20- LENGTH 1-8- FxH ADAPTOR (N) OF PIPE ON EACH SIDE OF TEE RUN (WERE POSSIBLE). 41 30' RESTRAINED JOINTS. 42 43 1426.49 BOT. 8* WAT. QO' bo. Im c4 1421.93 TOP 8' SEW. 140.00, STA. 13+05.92 44 FIRE HYDRANT 5O.oO. 60 9D PER STD. B-362 Pm .000 8-63' L:=3 _31 OD c 37.31' 88.6 62.51' -5� PAINTED NOO-31 L=18.17' 58.00' R 3' 69.34' ZZ - " L -AMR /> 18 co W) 0 \-A 0000, DESERT .41 6.3 1 1 F \ . . % �� 2 0 D E DRIVE SCALE: 1" = 40' cly _1140758*cwl�g 336.45' r 2 85.00, BIR 262.94' NW41'57OW 101.51, F 1426.02 BOT. 80 WAT. 48-35 b �0' 40' 80' 120' 160' 1423.65 TOP 8 SEW. 35-28, L=13-08 L=4 50.00, 50.00' 50.00' 33.69' L=4 50.00t-R/W 50.00'14 CV CURVE DATA STA. 10+06.00 13 STA. 14+21.00 12 11 10 9 8 7 6 5 4 3 2 0 DELTA RADIUS LENGTH TANGENT M.H. NO. 4 <A-) 10-30'00- 300.00' 54.98' 27.57' 6' E'LY OF 14*42'52" 300.00' 77.04' 38.74 STA. 16+62.10 REMOVE TEMP. PLUG & 40-51'01 300.00' 213.89' 111.72' Underground Service Alert 8 SEWER STA. 12+41.12 STA. 15+03.54 STA. 16+05.06 JOIN 8" SEWER 6' E'LY OF M.H. NO. 80 SEWER =STA. 13+69.35 � M.H. N O_. 1 6' E'LY OF (� PER TRACT 25287-3 10*30'00" 287.00' 52.60' 26.37' Call: TOLL FREE 60 EPLY OF 6' E'LY OF M.H. NO. 2 6' E'LY OF 1 -800 6' E'LY OF 12*48'17" 287.00' 64.14' 32.20' 227-2600 8* SEWER 10*53'41" 306.00' 58.19' 29.18' M WXMM DAYS OVED BY: COUNTY OF RIVERSIDE, CALIFORNIA 6' EY OF (L 12*48'17" 287.00' 64.14' 32.20 KFORE YOU DIG EAST R MUNICIPtL WATER DISTRICT DEPARTMENT OF HEALTH I i- flaid CIVIL ENGINEER OF SUBDIVISIONS DATE APP UNNO / DEVELOM INITAL DATE Li sm Ov" 10101MILK-b-9 U-m-TiCil P10JECT EW. -Ir!5 a -1;-fe ?Ai;b , D S RT J W DRIV 18645 EAST GALE AVENUE, SUI WSPECTM FOR HEALTH DEPARAIENT, RIVERSIDE COUNTY CA. CITY OF INDUSTRY, CA 9 1748 WM. OPMATKM 626 912-0123 * FAX: (626) 912-7045 SWR. OPERATX)NS DATE Nom- I - SEAL-COUNTY SEAL-ENGINEER I.D. WORK CONTAINED WITHIN THESE PLANS MUM OF RNIMIDE CSL ENGINEERING, INC. BENCHMARK: 5287 S.A. 33/41 SH&L NOT COMMENCE UNTIL AN TRANSPORTATION DEPARTMENT OFES W.O. 98-335 ENCROACHMENT PERMIT AND/OR A 0 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE RIVERSIDE, CALIFORNIA 92503 INTERSECTION OF NEWORT RD. & C.O. GRADING PERMIT HAS BEEN 15SULL). APPROM BY: COUNTY OF RIVERSIDE (909) 785-5122 FAX (909) 785-5180 UNDENBERGER W. AT 1' IRON PIPE TAG ORD. 23-C-39 1HE MVA1E MM SOW NM KANS IS RESPOMf FOR I Uj rn MARKED COUNTY SURVEYOR IN CAP WELL MON. SEWER AND WATER PLAN AND PROFILE CO ASWK X ACMIRACY AND AWTMUTY OF TW DESIGN IN NNEON. 33950 No. 25917 SHEET 4 OF 5 IN INE EYENT OF DBWANICIES MW WO 0"TY APPROVAL. Exp. 6/30/02 Exp. 12/31/01 25�17 ELM= 1425.152 OR DU0C CMMXTION, TW PIRIVATE MWER SHALL BE PRIEPARED BY- R.C.E. NO. 7 MARK By DATE APPR. DATE CIVI (EF. 12/31/01T FOR: W.O. COUNTY -Z REV= IIHE PLANS FOR APPROVAL BY THE 001MTY. DATE. 49 98 RETONSOLE FOR DEIUWW AN ACCEPTAKE SOLUTION AM ENGINEER REMSIONS COUNTY OF' CA DATE OF, CAO� SCALE:1_=40' V: 1"=4' 4ECOMt4EisIbZIb RICHARD A. SCIANNI H: IFILE NO.914,0 pp 74SW4.DWG/S:4O ,V 9010p , JN474/R-1O-QH/47 GENERAL NOTESTRACT 09 25287 CONSTRUCTION NOTES & QUANTITY ESTIMATES* 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, ITEM DESCRIPTION QUANTITY AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM THE COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, 0 CONSTRUCT TYPE "A-6" CURB & GUTTER PER STANDARD NO. 200 (6"C.F.) 3294 L.F. PHONE (909) 955-6885. O2 CONSTRUCT X-GUTTER & SPANDREL PER STD. NOS. 209 & 209A (W=10') 1750 S.F. 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. s ov N S AND PER DETAIL HEREON. O3 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION CONSTRUCT ACCESS RAMP PER STD. NO. 403 4 EA. DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE O4 CONSTRUCT SIDEWALK PER STD. NOS. 400 & 401. (W=6') 8570 S.F. NO. 461 AND SUBSEQUENT AMENDMENTS. A PORTION OF MENIFEE VILLAGE 11 O CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS II) 65,815 S.F. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. O6 APPLY ASPHALTIC EMULSION. 0.03 GAL./S.Y. PAINT BINDER 219 GAL. 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE 0.05 GAL./S.Y. FOG SEAL 366 GAL. RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT `` 39 ! O CONSTRUCT DRIVEWAY APPROACHES PER STD. 207. 9900 S.F. FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC 40' USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL 3` y - _ -- r. _, , G . INSTALL STREET TREES PER ORDINANCE N0. 460.53 68 EA. 4 ! � ; REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITONAL STUDIES J _. INSTALL STREET LIGHTS PER RIVERSIDE COUNTY STD. NOS. 1000 & 1001 (MODIFIED) AND/OR PERMITS MAY BE REQUIRED. 371 1 ��` "i6 O AND PER COUNTY APPROVED STREET LIGHT PLAN. 9 EA. 6. ALL UNDERGROUND FACILITIES WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, 36 5 INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. 44 j r+ G�� %` >, ' F ! ' 10 REMOVE EXISTING BARRICADE 1 EA. , 7. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH 3 ;' ,, 2;', % ,r,. / �,. ; r. --.._- ; 11 INSTALL STREET NAME SIGN PER STD. NO. 816 2 EA. GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF 5 ` , ; j �� F 8 l ` EXPANSIVE SOILS ARE REQUIRED. f t 70 12 INSTALL BARRICADE PER STD. N0. 810 1 EA. is 5 i ;58 , r I %� C7 � 8. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS 32 f f� / /5 ; y' - ,',7 / R 0 Z 3 4 - 1 �k N/A FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF i 8 / ,. 1 ,' '�2.- ^ --�� ` � � r 57_. - _. 1 `� � _E ;,,`I .� ,� 13 INSTALL CLUSTER MAIL BOX PER STD NO 8 0.05 GALLON/SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39, _ �` 31 f7 ;' 51 1 O - - "''`, ,, ' 1-�°~: --- 14 UTILITY TRENCH. (REFER TO STD. 817 & 818) 3320 L.F. / �0 1 '0� i 12 AND 94 OF THE STATE STANDARD SPECIFICATIONS - 2 - -- - - f 3q ,� ,3; ---I 1 26 - " 30 .. 29 %4 f }; 24`25 `, O 49 ' 8 47 13 9 47 5 , 1 17113 ?9;2021 ! 22i,23 : 5C ' w_ 6 ;ll 9. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE N0. 460 AND 499. 28 30 �` 4 LIST OF SPECIES: _ _ _.....__ - 31zC, 43 - s` _. xf_ i - _ a 1 _=<rk - � `4 ' 1 , n a. MAGNOLIA GRANDIFLORA - SOUTHERN MAGNOLIA 52 ;43 J -ERT - } � 2i 3 4 d 5 6 6 26 51 53 ! 42r, -- ---- -r . T 73 b. BRACHYCHITON POPULNEUS - BOTTLE TREE n _I_ 1 - s4 7 -- _ 33 54 41 ' i 2g '2? w o . c. PISTACIA CHINENSIS - CHINESE PISTACHE \` ° --- _ ` 6 r 25 k 50 55 56 ;"'4 7 36 35 - !:33 2 - a3 ' 38 4` 1 1 S -- -; 34 34 =8 D - _ 5 - _. C7? 40 i_ 2 0 t 10. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING 8 24 S / 57 - r 4, F PLAN. _._-___. F _ _ i 24 35 49 S,y aT - 4 "� y _ ; � 7 mrnt 9� st 45- \ i C3 58 23 36 8 x 3 i 31 ; 31 ' 30' 1 28 261 j - - ' 29 ` 11. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED 23 47 10 22 '�' , 46 _ - y -` ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. - - --la - � 37 45 �, 59 �l - 2� 1 1 '� ___�-_- - `- I 235 'k ND/OR PURPOSES ONLY AND 21 .' - - _ - - DETERMINE HIS OWN 60 _ ___- 16 1 ` 3012981 26 r5 ';24 ; 5 CONTRACTOR SHALL SHALL NOT BE USED FOR BIDDING. CO A 12. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN 2'E i� 1,? =38 39 40 41 42 44, " 2 ;' /! .' j ; ; , 1 1 ', PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL 20 ;I J' 7 8 ' QUANTITIES AND BID A COMPLETE JOB. __-_._._._. c� _�.__.. z OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER _..IZ 1 19 - 2 1 ;' �k POST OFFICE TO DETERMINE EXACT LOCATION IN FIELD STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS 1 #- ! 4 3 1 5 NOTE: ALL STANDARDS ARE PER RIVERSIDE COUNTY UNLESS OTHERWISE NOTED. SHALL CONFORM TO RIVERSIDE COUNTY STANDARDS RELATING TO THE ADMINISTRATION _ ._..___ .___.__. 18 9 7 6 � t �; , OF LANDSCAPE ENCROACHMENTS" DATED JUNE, 1990. 8 IU I 1514 10 _ __ _ _. < QUANTITIES FOR THIS ITEM ASSSUMES ALL DRIVEWAY WIDTHS TO BE 26 WIDE. _..._. __... 17 .1 13 12 11 13. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. 17 I 16.. 16 a 15 _10.9 CFS BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE q1O�6.9 CFS PRIVATE ENGINEERS NOTICE TO CONTRACTORS. FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. Q10 INDEX MAP Z Q100=12.3 CFS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND Q10=7.9 CFS NOTE: THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE ACCESS TO THIS TRACT IS PROVIDED BY C.F.D. 86-1 OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING STREET PLANS PROCESSED UNDER PHASE 2A, AND THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT I,'a. PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT SCALE = 2OO' TRACTS 25287-1 AND 25287-3. THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE : BY THE COUNTY. PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES 15. AFTER OCTOBER 1, 1992, CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ACRES MUST5%mie� OR STRUCTURES. OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/ 0 100' 200' 460' 600' 800' CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF AND MONITORING PLAN FOR THE SITE. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL PLANTING NOTES WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, DEFEND, INDEMNIFY, R/W AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, ALL STREET TREES SHALL BE LOCATED WITHIN STREET RIGHT-OF-WAY, 1' FROM 60' R/W REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. PROPERTY LINE AND A MINIMUM OF 4' FROM SIDEWALK OR CURB. 10' 40' 10' THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR IN LOCATIONS WHERE PARKWAY IS TOO NARROW TO MEET THE ABOVE REQUIREMENTS, 4' 6' 20' 20' 6' 4' FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO STREET TREES MAY BE PLANTED A MINIMUM OF 1' INSIDE PRIVATE PROPERTY. (9 CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND 2% `� _ 1.7� 1��S 1.77 To 00 2% RESOLVED. ' ? = APPROXIMATE STREET TREE LOCATION. NO STREET TREES SHALL BE PLANTED WITHIN 10' OF DRIVEWAYS OR CORNER CUT BACKS. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR MINIMUM SIZE OF STREET TREES TO BE PLANTED IS 15 GALLONS, OR 1" DIAMETER 4 1 5 1 4 LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE STEM SIZE. SEE STAKING INSTRUCTIONS. PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. APPROVED SPECIES: TYPICAL STREET SECTION a. MAGNOLIA GRANDIFLORA - SOUTHERN MAGNOLIA PER RIV. CO. STD. N0. 104-A b. BRACHYCHITON POPULNEUS - BOTTLE TREE c. PISTACIA CHINENSIS - CHINESE PISTACHE NOT TO SCALE TWIN .88 NOTIFICATIONS DE ERTR JEWEL CIRCLE DRIVE SSTA. 1 0+0 0.0 T 0 156+7 2.10 PERIDOT CIRCLE STA. 10+00.00 TO 13+63.35 1. CONTRACTOR SHALL NOTIFY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT T.I. = 5.5, PRELIMINARY R-VALUE = 23 CONSTRUCTION SECTION AT (909) 275-6885 AT LEAST 48 HOURS IN �Py ADVANCE OF STARTING CONSTRUCTION. 2. CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS PRIOR TO `L1� EXCAVATION OR TRENCHING. v SO. CALIF. GAS COMPANY VIA U.S.A. 1-800-227-2600 10' SO. CALIF. EDISON COMPANY VIA U.S.A. 1-800-227-2600 THROUGH STREET 5 S "TEE" STREET SIDE SIDE GENERAL TELEPHONE EDISON COMPANY VIA U.S.A. 1-800-227-2600 0.08' 0 16' 0.08' a o 0.03 A.C. LIP �' LEVEL L LO.13' 0.08, 0.11 0.03' A.C. LIP FIELD CABLE VISION VIA U.S.A. 1-800-227-2600 1 _�EVEL LINE a � � E.M.W.D. 909-928-3777 56", a MENIF ROAD n a 5 Ee z RIVERSIDE COUNTY FLOOD CONTROL 909-955-1200 2 z ` y9,y Ln o Lil Underground Service Alert CROSS GUTTER DETAIL NOTE: PROJEC LINDENBERGER RDcO Q BEFORE ro WORK CONTAINED WITHIN THESE PLANS SHALL NOT SITE o Gac Call: TOLL FREE PER RIV. CO. STD. N 0. 209-A MODIFIED COMMENCE UNTIL AN ENCROACHMENT PERMIT Q 1 -800 2 NOT TO SCALE /AND OR GRADING PERMIT HAS BEEN ISSUED. � 227-2600 TWO WORKING DAYS VICINITY MAP BEFORE YOU DIG _ NOT TO SCALE OWNER / DEVELOPER SECTION 36, TOWNSHIP- 5 SOUTH, SEVEN DIAMOND BROTHERS, DIVERSIFIED, INC. RANGE 3 WEST 18645 EAST GALE AVENUE, SUITE 205 - - CITY OF INDUSTRY, CA 91748 (626) 912-0123 * FAX: (626) 912-7045 NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 25287 SHEET NO. WORK CONTAINED WITHIN THESE PLANS pFESS/0 OFESS/SHALL NOT COMMENCE UNTIL AN eR ti TRANSPORTATION DEPARTMENT PR COUNTY O F RIVERSIDE ENCROACHMENT PERMIT AND/OR A FO A. o �l O A. Nq 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION GRADING PERMIT HAS BEEN ISSUED. �� T'S�,2F� APPROVED BY: ��P�a S�i�yt�� RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR w Y m w m (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE ��►�� ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. Exp.36/30/@& 79 =3/9 SC No. 2/317 2 ELEV.= 1425.152 STREET IMPROVEMENT PLANS 4 IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL * * Exp. 12/31/01 * PREPARED BY: R.C.E. N0. 25917 TITLE SHEET of SHTS TREET IMPR EM T PL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE J� P �- DATE s EXP. 12 31 Ol RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE qTF CIVIC �� C)/1-I�q� q� CIVIC ��P SCALE: AS SHOWN REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS OF CAL�F� - FOF CAL\F�� -c = - C.1o� DATE: 8-Zr,-98 H: V. FOR: W,O. COUNTY ENGINEER COUNTY EN DATE FILE NO. - RICHARD A. SCIANNI JN475/8-26-98/474SIP1 .DWG/S:40 ..........4- ------- ------- ------- -------------5- m . ----t... ........ ........ .......... .............. ...................... --- ------ -------C-4------------- ............... ....... 4 .......... 5 ..........- ------ ------------------............i� - -------------........... ........... ...............-----------I ---------- --------------L Or----------I ..........------ ------------ -4... ........ ..............------------- ........... ME-4 --F .......... -------- ------ -------------_7 -�a_--- --- --------- IT ------- ------- --------------- ........... ----------j� .............-3 .......... -4.......................... ............-4 .......... K__11 I C�1A 1 f------------I_ ------------------- E-:LU ............ - ----- ...... PLAN.S-s ...............-----------t I_T t ......... -- .............-- - ------------- -............... --- -------.............. _T............. ------ -------- ------ ....... T---------f............................. ---- ----------------------- ---------- ..........---------- ... ....................... +.. ...... ....... -------....... ....... I.................... ....... ....... 4--------------- -------- - --------- .......................... ------- ------------- .............. ------ ...... I..........--------------........... - --- ------------- ----- -- ----------- --------------------------------------- 5---------- .... ...... ........OD --------- ------- --- ----------I ----------- 4j)--4 ------------............ -------------4-'j......... ---------- --------- .......... ----------- L--_--4........... -------11 ......---------- ---------- ------- ........... .........----------------- ---------------------- ------------ ---------- ------ ------- ........... ------------------ __�----------- _T j-, ..........--------------- ----------- .......... ----------- ------t............ .............. ......... ---------------------- ..........---------- ................... ------- ---------------- +--------- --------- ----------- .. ......... ------- -------- 4- -------+----------- -------------------- --------_------- ------- ------------ --------------- ------- -------------------------------. .. ....... ------- ------------------- ----------- ------ ..................------ ------ ---------- ........ 4.............. .......... I............4--4 4- .......�------------------------------ ------ ..........------------------- ......... ------------- ------- ------ 4-- -4.......... ------- - --------HORIZ. f -1 "=4V .................... ---- ......... --------+-VERT. I --------10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 CONSTRUCTION NOTES. 1 CONSTRUCT TYPE "A-6" CURB & GUTTER PER STANDARD NO. 200 (6"C.F.) 4 &CONSTRUCT SIDEWALK PER STD. NOS. 400 & 401. (W=6') 0�_*_ 5 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS 11) INT. STA. 14+15.00 TWIN ARROW CIRCLE 6 (D- MULSION (FOG SEAL). STA. 1 0+00.00 DESERT JEWEL DRIVE 7 CONSTRUCT DRIVEWAY APPROACHES PER STD. 207.8 IN ES PER ORDINANCE NO. 460.53 C3 Uj INSTALL STREET LIGHTS PER RIVERSIDE COUNTY STD. NOS. 1000 & 1001 C) DRIVE (MODIFIED) AND PER COUNTY APPROVED STREET LIGHT PLAN. 10+00.00 TWIN ARROW CIRCLE O� 9 INSTALL BARRICADE PER RIVERSIDE COUNTY STD. NO. 810 00 RADIUS POINT 32 C3 0+ 0 = 39 C:) 11 601 31 1 Ll I m 100.00, OW 33 �t I - I 30, 30' I L < V)8 TYP.-,,, 11 — 6V C) 1 01 20'_ 20, O�34 cj� '00 C) C) M --- 35 36 37 ; C) o� 14 15 -a-Do 4 Cj to+ i to+ cxi (01 38 + < `0 ` 30 TYP_ 10+45.00 B.C.R. 10+45.00 E.C.R. TYP. ccN,I C)0 CN 4 -62.06' -? L:=:24 1 5"O�, -..-'26.1 O' i,50 09' 5 a.0,0' 85.00' J IA CD N7642-40- B 30.09T.0 51.98, 4 C) 28.86 F.L. LINE. n D PO CN C)O0 I D Z_ 11+00 12+00 N89*28 44 W 575.88' 1400 4 G! I T_ b CONIC. mV DITCHES PER b 5 6 b 12 ROUGH GRADING PLANS 29 C 4 5 6 (0 CD1 C.4 (D—] C3 C14 29.10 F.L. Os-0.76' '50�0_61 50�-2 CURVE DATA 8 TYP. 8 TYP.28 < 0 DELTA RADIUS LENGTH TANGENT C6 Ld C) 0 C� r- 0 r X_ 16 \Li/ -_ 20 �0 I rZ, M /A\ 205*31'48" 38.00' 136.31' ` 2 7 26 25 24 23 22 21 to ' 19 18 17 C) Ci = 6 = 25'31'48" 110.00' 49.01' 24.92' CD C**4 C-4+ + +C) po U) in V) + < Of 12*46'04" 263.39' 58.69' 29.47' I90,00 3 00 11 25.00' 39.27' 25.00' Underground Service Alert-,) FORE Call: TOLL FREE SCALE: 1' 40' OW 1 -800 TWIN ARROW CIRC SEVEN DIAMOND BROTHERS, DIVERSIFIED, INC. 0 20' 40' 80, 120' 1 60' 18645 EAST GALE AVENUE, SUITE 205 TWO WORKING DAYS QITY OF INDUSTRY, CA 91748 BEFORE YOU DIG (626) 912-0123 * FAX: (626) 912-7045 NOTE: SEAL—COUNTY COUNTY OF RIVERSIDE SEAL—ENGINEER CSL ENGINEERING, INC. BENCHMARK: SHEET NO. VVORK CONTAINED WITHIN THESE PLANS FESS SHALL NOT COMMENCE UNTIL AN TRANSPORTATION DEPARTMENT RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION MIT AND/OR A OL �. 11651 STERLING AVENUE, SUITE E A 1" GRADING PERMIT HAS BEEN ISSUED. 11y, RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. COUNTY 0 F RIVERSIDE 2 APPROVED BY: to of (909) 785-5122 FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR M .... ............ C-D m w rm CY-1 33950 No. 25917 m STREET IMPROVEMENT PLANS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. Exp. 6/30 0 Exp. 12 31/01 __wo ELEV.= 1425.152 4 SHTS IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL /4-ft PREPARED BY: R.C.E. NO. 2591 7 OF OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE 7 QATE TWIN ARROW CIRCLE S Efj L3 C RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE C (EXP. 12/31/01) SCALE: REVISIONS or C m-W Of CA0� C,14L�_ DATE: 98 FOR: W.O. FC—OUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY DATE RICHARD A. SCIANNI H: 1"=40 V: 17=4' T I FILE NO.914- PP -98/474S1P2.DWG/S:40 i 4 ---------- 1.7% 2 --------- U __4 ...... F.1' iL- d A -7 <3 ---- -- _:J, r S E ROPO U 001GX1 _7 _1 14 -t U) _--------- > Z� - - - - - - - AN 'C F �_pt 3 -C 9 170 ")!Ft ----------- W . . . A ---------- _C) ...... -_AL I -z 7 :0, r ------------- -------------- - --------- ----- 7 ---------- 0 Im __ - � ------------- 0 Ra--R-E-1 3 4 A-� SrE�,L to + +0 401)_-1. ------------- 04 + LL: 0050i 0 .......!� :s �Q-GC50 R ......... ............ `4 Ai:-Z �GKA A 0"50 PROfl,LE jCR�)_SS0Ur1TTER T N QE 77=F 7 V_ ----------- -GJjmpf. 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STA. 10+00.00 DESERT JEWEL DRIVE TWIN ARROW STA. 14+15.00 TWIN ARROW CIRCLE CIRCLE INT. STA. 18+61.00 DESERT JEWEL DRIVE INT. STA. 14+97.54 DESERT JEWEL DRIVE C.3< 0 STA. 20+38.79 PAINTED DESERT DRIVE C3 STA. 13+63.35 PERIDOT CIRCLE C3 Lj 0 "0,00\ > 0 C.0 ct�m 00 PERIDOT 0 \\m C� 00 C_ .0000� - 60 Ln @ dOp x + % 06 (0 CIRCLE CD < 30, + + + z 20 O� 30, 9 �2 Ld .0� 20 ca 00 2o, Ill 0Q, cl-s! 10 -.4- CD Lr5 29.58F 38 06 39 6 CD + C) 7 1 F.L.) C,4 Cf) 30 30' 13+70.00 40 V F 1. U-) C) 20' 20' 00 Cj 19 43 C_� -00 42 8 TYP. 41 Ln CD C� Ln A __+_ 11-d- >< 9. 44 uj L�j 60 8 TYP. + 2B.9 U 8 TYP. x 4 13+18.35 B.C.R. 13+18.35 E.C.R. 19.78' 0 286,31 88.63' 00 Noo-3 I L=18.17,! �7.3 1 '58.00' z 6 2.5 1 69.3 4' PAINTED 110. 01 UO 1 8 A 11+00 9 DESERT ___2 13 63 C, DRIVE A 6 12+oo 44 W 0 336.45' 2 C3 3 00 N09*58 14�00 15'+00 16+00 F 10 14+60.00 B 13�00 6 3 E C. 4 .35 Lj 5. 1 7 28, �50' 4 8 TYP. 8' [=' 47.40,?� 0,00 50.,, 50 �00' '5Q.00' 5 Q 0", 50,00, 50.00, 33.6,9...... 15.39 C) 14 CV 4 0 __j 8 TYP. + 1 3 8 TYP 2 12 11 10 9 8 7 6 5 4 3 CURVE DATA 0 DELTA RADIUS LENGTH TANGENT + V) CONSTRUCTION NOTES - /A\ go-0010011 25.00' 39.27' 25.00' \2/ 1 CONSTRUCT TYPE "A-6" CURB & GUTTER PER STANDARD NO. 200 (6"C.F.) SCALE: 1 40' 2 &CONSTRUCT X-GUTTER & SPANDREL PER STD. NOS. 209 & 209A. (W=10') 10*30,00" 300.00' 54.98' 27.57' AND PER DETAIL HEREON. 14*42'52" 300.00' 77.04' 38.74' Sew% 3 CONSTRUCT ACCESS RAMP PER STANDARD NO. 403 �O, 40, �O, i k, 160' & (D4 ,'-CONSTRUCT SIDEWALK PER STD. NOS. 400 & 401. (W=6') 6 &5 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS 11) MULSION (FOG SEAL). 10*30'00" 320.00' 58.64' 29.40' Underground Service Alert 7 CONSTRUCT DRIVEWAY APPROACHES PER STD. 207. 14*42'52" 320.00' 8 2.18' 41.32' vfORE Call: TOLL FREE 8 &INSTALL STREET TREES PER ORDINANCE NO. 460.53 10*30,00" 280.00' 51.31 25.73' 1 -800 (�)_INSTALL STREET LIGHTS PER RIVERSIDE COUNTY STD. NOS. 1000 & 1001 /Tj OWNER DEVELOPER D S R T J W DRIV (MODIFIED) AND PER COUNTY APPROVED STREET LIGHT PLAN. 14*42'52" 280.00' 71.91 36.15' 10 REMOVE EXISTING BARRICADE SEVEN DIAMOND BROTHERS, DIVERSIFIED, INC. NUE, SUITE 205 TWO WORKING DAYS INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. NO. 816 CITY OF INDUSTRY, CA 91748 BEFORE YOU DIG (626) 912-0123 * FAX: (626) 912-7045 WORK CONTAINED WITHIN THESE PLANS SEAL-CO UNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: SHEET NO. SHALL NOT COMMENCE UNTIL AN 3FESS/o/� TRANSPORTATION DEPARTMENT )FESS/ 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION ENCROACHMENT PERMIT AND/OR A A,- 0 �11 _^ A. C, RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" COUNTY OF RIVERSIDE 3 GRADING PERMIT HAS BEEN I�i�')UEU. to It (909) 785-5122 FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR rri ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. 33950 07 No. 25917 STREET IMPROVEMENT PLANS 01 4 1_1`4 _,4 IN THE EVENT OF DESCREPANCIES ARISING AFTER CO or Exp 6/30/ Exp. 12/31/01 PREPARED BY: R.C.E. N 0. 25917 ELEV.= 1425.152 OF 4 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE DATE CIVI\- D�TE (EXP. 12/31/01 DESERT JEWEL DRIVE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR . n clv� SCALE: FOR: 0. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY R F DATE OF CA0Vj, DATE: 9-7-6,- 96 H: 1"=40 V: 111=4' FII E NO P RICHARD A. SCIANNI .914 74SIP3.DWG/S:40 -9�6 G C CY.G 41- 7, -------- 94 1 fq V QL 6.5 01 j, C_- I-AA C . 04 0.T1 7 E�',7 q ............ _U ---------- ........... LO; > LLJ LO 41. _T C_ Lf)-35 ...... C-0 -------------- ............. ----------- ....... --- -------------- ---------- 0a ------------- ------- j- ------- ----------- ),5 00 ---------------- ......... ------------- ---------- ------- ------ ---------- -- ---- . ............ ---------------------------------- ------- ni TAN GR -A:-Z 1 A .............. 'TAW�.:!GRADE-:.:� ADE __n'H ------------- ------------------------ ........... 0i SHED ---------- ............. 3- .9 4 I Q� P_ >I try __T ------ > (x coll. >i -C Ln C ni 3 14 ---------- 0 + + + -4- 71 7 L P-Of..'N I-DENTI-CA :.S G.OIE2 ----------- -17 N_ L IN E.-, _P-R0E-,'!LE_ 7 313 W 7777777 -------------- ----------------- ----------------- ----------------- ----------- . . ... . . A -7 A110- ----------- ............ ---------------- ------I ---------- ------ 0 3-Q 7. t AN QRADE� 0_� -- --------- -- ---- ----------- ---------- -1 A- -------- -T 9 :.0 --------------- ----------- 32 29 0 C V 3 C O.0 A........... !4 1A 40 Lu 7T fn., ----------- - ----- . ...... Lo --------------- ------------ ....... ........... ..... 0 4 _LL 110 ... . j 4 .. . ... .3 4 4 S j + ----- ------------ ----------- UID50 ----- ------- 77� .......... ............ I N.A �_GRADE 0 50 t NL 1 T_-7 _T1 4 --- -- --- P-R -0pos ---------- ------------------ ------------ -------------------_MC F 0 R1 --- ------- ....... . ...... ............ ---------- t --------- -------------- ------------- PROFILE SCALES ...... ------- ------- --------------------------------- _-'___.......... ------------ ----------- .......... --------- HORIZ. 1 =40 VE R T. 1 4) 10+00 11 +00 12+00 13+ 00 14+00 15+00 C3 C3 C3 Cj 9 C6 C6 CONSTRUCTION NOTES C) C) 00 STA. 11+87.35 PERIDOT CIRCLE= C5 CZ) 1 CONSTRUCT TYPE "A-6" CURB & GUTTER PER STANDARD NO. 200 (6"C.F.) 0 + ANGLE POINT IN & + G=J 2 CONSTRUCT X-GUTTER & SPANDREL PER STD. NOS. 209 & 209A. (W=10') AND PER DETAIL HEREON. 3 CONSTRUCT ACCESS RAMP PER STANDARD NO. 403 STA. 10+00.00 PERIDOT CIRCLE= 56 & RADIUS POINT 5 57 4 CONSTRUCT SIDEWALK PER STD. NOS. 400 & 401. (W=6') 53 54 5 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS 11) 52 6 MULSION (FOG SEAL). 8 TYP. 7 CONSTRUCT DRIVEWAY APPROACHES PER STD. 207. a L 19.99 8 INSTALL STREET TREES PER ORDINANCE NO. 460.53 <� Z8.63, 58 9 INSTALL STREET LIGHTS PER RIVERSIDE COUNTY STD. NOS. 1000 & 1001 20.01, Ir-A (MODIFIED) AND PER COUNTY APPROVED STREET LIGHT PLAN. INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. NO. 816 51 F A'J '6' E 10+0 0jN27*O9'4I5`E 11 .00 187.35' — 32.J61-G. 4 59 1-1 o -x 31.86F.L. 4_5 L9 8 TYP. D --.r lrlg�l :P, c,4 B 6 24' 32,35T.0 1.87' k 16T 31.85F.L 50 0 5 E 60 0 5r L��2 m 0�x 7.0 8 TYP. 46 8 TYP. 21. 0 2 0, 49 + 45 47 —1 4 2 3 01 x 0 00 48 01 1.33F.L. A(D 44 Cn 00 4 C3 + A m CURVE DATA 3 0 DELTA R 5 ADIUS LENGTH TANGENT 90*00,00" 25.00' 39.27' 25.00' SCALE: 1 40' _'D 52*51'30" 35.00' 32.29' 17.40' 0 20' 01 80' 1�0, i �0, 25*31'48" 110.00' 49.01' 24.92' INT. STA. 13+63.35 PERIDOT CIRCLE STA. 14+97.54 DESERT JEWEL DRIVE (D) 205',31'48" 38.00' 1,36.31' 7 10*14'12" 110.00 19.65' 9.85' Underground Service Alert 73'19 54 60.00' 76.79' 44.6 7' FORE 0 52-51 30 55.00, 50.74' 27.34' 1 -800 OWNER / DEVELOPER 12'46'03" 263.39' 58.69' 29.47' SEVEN DIAMOND BROTHERS, DIVERSIFIED, INC. P RIDOT CIRC NUE, SUITE 205 TWO WORKING DAYS QITY OF INDUSTRY, CA 91748 5 BEFORE YOU DIG (626) 912-0123 * FAX: (626) 912-704 NOTE: SEAL—COUNTY COUNTY OF RIVERSIDE SEAL—ENGINEER CSL ENGINEERINGs INLC BENCHMARK: SHEET NO. WORK CONTAINED WITHIN THESE PLANS �?,OFESS/ �?,OFESS/o SHALL NOT COMMENCE UNTIL AN MIT AND/OR A P, 0 RTATION DEPARTMENT A 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION e�'D * < S�/I; COUNTY OF RIVERSIDE 4 GRADING PERMIT HAS BEEN ISSUED. APPROVED BY: RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" (909) 785-5122 FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. of of C/) SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR E3 LIJ 33950 m ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. Olt /At No. 2591 __V ELEV.= 1425.152 STREET IMPROVEMENT PLANS IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL Exp. 6/30/92 F)A * Exp. 12/31 P�RPARED BY: R.C.E. N 0. 25917 0 F 4 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE TE PERIDOT CIRCLE 17 MARK BY DATE PPR. DATE cm\_ (EXP. 12/31/01) 3 9 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND 0 �UN- SCALE: FOR: W.O. COUNY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS OUNTY OF CAO�' CAU D ATE: 9-Z6- 99 H 1"=40 V 111=4' ENGINEER �RE C 0 M,�E Nb-.E-6 DATE RICHARD A. SCIANNI - PP LC FILE N0914 4SIP4.DWG/S:40