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912xx_sppIII VICINITY MAP Ap72E�: Ac,40A3t>VL0 )c4Anf5 woe 77-/,E i�yoe�VEMF/c!7r' 7-0 30 ?'`'` .41/,-c tJE , COA1,01 : _1Gu1 500 7 • 5, A,2E Oti F/LE A7- 7414E �F' TA?iL 6 GL�P7' 4/A.104F p-7A-a_4GT Ajo. 27090 • (41S 3:5'83) CONSTUCTION NOTES & SHEETS 14 - INDIO HILLS OF QUANTITIES RAMON RD DRAIN PALMS CONSTRUCT 6 P.C.CONC. CURB & GUTTER PER DETAIL "A" THIS SHEET 18833 LF b © �� CONSTRUCT 4 P.C.CONC. SIDEWALK PER R.C.T.D. STD. NO. 401 STATE PARK �50 7 /.4 c (PROPOSED) Q s�N 6F��49aI ORO. E T J Q CONSTRUCT 6' WIDE P.C.CONC. CROSS GUTTER & SPANDREL PER R.C.T.D. 7700 SF SITE ,s © SAWCUT & REMOVE EXISTING i' WIDE AC PVMT STRIP 44 LF 36TH ST. > CONSTRUCT HANDICAP RAMP PER DETAIL "B" THIS SHEET y4 cry z a 2 ap A/=*' 6o a Al=B' a 2 W- k!-/4' FRANK SINATRA DR. CONSTRUCT 18" CORRUGATED POLYETHELENE PIPE (CPP), a 38TH AVE. SMOOTH INTERIOR, ADS N-12 OR EQUAL 09 U N COUNTRY CLUB DR. 40TH ST. }(10 i� z 345 LF O Y o to z i CONSTRUCT 36" CORRUGATED POLYETHELENE PIPE (CPP), o L) i BERMUDA z o ° CONSTRUCT 18" FLARED END SECTION, ADS OR EQUAI 1 EA a DUNES z 2 EA 44TH ST. 3 1 EA 47TH AVE. r CONSTRUCT 24" X 22 1/20• BEND, ADS OR EQUA) 1 EA INDIAN WELLS VICINITY MAP Ap72E�: Ac,40A3t>VL0 )c4Anf5 woe 77-/,E i�yoe�VEMF/c!7r' 7-0 30 ?'`'` .41/,-c tJE , COA1,01 : _1Gu1 500 7 • 5, A,2E Oti F/LE A7- 7414E �F' TA?iL 6 GL�P7' 4/A.104F p-7A-a_4GT Ajo. 27090 • (41S 3:5'83) CONSTUCTION NOTES & SHEETS 14 - ESTIMATE OF QUANTITIES STORM DRAIN O CONSTRUCT 6 P.C.CONC. CURB & GUTTER PER DETAIL "A" THIS SHEET 18833 LF b © �� CONSTRUCT 4 P.C.CONC. SIDEWALK PER R.C.T.D. STD. NO. 401 75332 SF �50 7 /.4 c Q CONSTRUCT 3" AC PVMT OVER 4" CL 2 AGG BASE &'X4�- �, SFKl J Q CONSTRUCT 6' WIDE P.C.CONC. CROSS GUTTER & SPANDREL PER R.C.T.D. 7700 SF STD. NO. 209 © SAWCUT & REMOVE EXISTING i' WIDE AC PVMT STRIP 44 LF ® CONSTRUCT HANDICAP RAMP PER DETAIL "B" THIS SHEET 30 EA Q CONSTRUCT CATCH BASIN PER R.C.T.D. STD. DWG. NO. DEPRESSION PER DETAIL "C" SHOWN HEREON 2 ap A/=*' 6o a Al=B' 300 W/ MODIFIED CURB 2 W- k!-/4' �g CONSTRUCT 18" CORRUGATED POLYETHELENE PIPE (CPP), 216 LF SMOOTH INTERIOR, ADS N-12 OR EQUAL 09 CONSTRUCT 24" CORRUGATED POLYETHELENE PIPE (CPP), 388 LF SMOOTH INTERIOR, ADS N-12 OR EQUAL i� CONSTRUCT 30" CORRUGATED POLYETHELENE PIPE (CPP), 345 LF SMOOTH INTERIOR, ADS N-12 OR EQUA i CONSTRUCT 36" CORRUGATED POLYETHELENE PIPE (CPP), 837 LF SMOOTH INTERIOR, ADS N-12 OR EQUA CONSTRUCT 18" FLARED END SECTION, ADS OR EQUAI 1 EA i CONSTRUCT 24" FLARED END SECTION, ADS OR EQUAL 2 EA 1� CONSTRUCT 30" FLARED END SECTION, ADS OR EQUAI 1 EA CONSTRUCT 36" FLARED END SECTION, ADS OR EQUA) 1 EA r CONSTRUCT 24" X 22 1/20• BEND, ADS OR EQUA) 1 EA 4' WIDE SIDEWALK = Q CONSTRUCT 24" X 450 BEND, ADS OR EQUAL 1 EA - - = i CONSTRUCT 30" X 11 1/40 BEND, ADS OR EQUAL 1 EA 6"CF 10"CF r I I CONSTRUCT 60" MANHOLE ADS OR EQUA) 1 EA - I CU m 1 EA REMOVE EXISTING BARRICADE= IN THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY, STATE OF CALIFORNIA STREET IMPROVEMENT STORM DRAIN PLANS TRACT N0. 28243 DEL WEBB ' S SUN Cl �R/w CATCH BASIN PER RCTD STD NO 300 r 1 1/2" 1;41P�2oVEM � J 7V aV AVE5. AoeE Alo'T 1,vc4.ucyF! /,1.! 7t+4E Ae" Q(JAA'T/7/E5 5100 cY. 6 "_ 6 " ,ea�Otcf.4Y �>CC�a�/,aTro�1 6 ' V AR IE 6' qI s7_1vEl&_T NAA416 S/GHS l7Ef!' TRANSITION TRANSITION OTED ON PLANS LEGEND q 118.0 PROPOSED ELEVATION (118.0) EXISTING ELEVATION Z� TC TOP OF CURB TP TOP OF PAVEMENT \ CL CENTERLINE R/W RIGHT-OF-WAY INV, INVERT OF PIPE , A.C. PAVEMENT FL FLOW LINE DETAIL "B" 6 FLOW LINE AS N a TYPICAL CATCH BASIN DETAIL "C " R/W 1 20' 6' 1 F 7 I 16' off, 2 4 3W LIP - I 2.0% SECTION "A -A" MOoIF-/EO ACCESS RAMP CAL -TRANS STD. NO. NB -B i G GUTTER NOT TO SCALE UNDERGROUND SERVICE ALERT THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING CALL TOLL FREE THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF @�EORE YDG DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UA '� _ $ O 0 - SOLUTION AND REVISIPIG THE PLANS FOR APPROVAL BY THE COUNTY.422- SOILS ENGINEER: HILLTOP GEOTECHNICAL 4133 27210 E_ 3RD. STREET HIGHLAND. CALIFORNIA 92346 PHt (909) 662-0097 2 WORKING DAYS BEFORE YOU DIG UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMpF10VEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UN[ERSI�DI HARMMLESS FOR ANY LITIES OR STRUCTURES AGES RESULTING FROM EXISTENCE OF l 1Np NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR E._&w M-rn cwrfim GTARTTNG WORK. PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED TO ASSIMEION SOLERAAI+DICEOMPLEOTEE RESPONSIBILITY ILLNITYACTOR FOR JOBLSITTE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES TO DEFEND, ANY AND ILIABILITY, REANDALOR�ALLEGED. IN CONNECTION WISIGN PROFESSIONAL TH THE FROM PERFORMANCE OF FNWORK ONTHIS ECT.GN EXCEPTING LIABILITY ARISING FROM .,�e.nyen av 1.5%_ LEVE 40' TY PALM DESERT 671 TMCT 272Z C. 0 15 A107"E = 441.- ST•eEE7"S 14-1i7f,t/,L/ -r1�-lE F�F'•Oc/ECT A2E P1esVA71E CJ.V/LESS O-rs i2sc/i5E �D TSO INDEX MAP i" = 200' 20, 1 16' 4' .0.18' g I 2= - LINE 1_5X_ R.C.T.D. STD. 104 (MODIFIED) TYPICAL SECTION NOT TO SCALE 40' STREET 0.25' A.C. / 0.33' A.B. CLASS 2 T.I. = 5.5 R = 25 APPRi}VAL--- SEE SHEETS 14 - 17 FOR STORM DRAIN PLANS 24" 9" P.C.C. i 1/2° A.C. PAVEMENT - SIDEWALK 2.0% v i 2" is 35" WEDGE CURB DETAIL - 6" C.F. NOT TO SCALE DETAIL " A" BENCHMARK: RIVERSIDE COUNTY BENCHMARK: BRASS DISK IN CONCRETE POST, STAMPED 603-37 HIGHWAY 111 AT "Y' IN INDIO. GENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTRY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DUOIES AND/ORLIFE PERMITCONSTRUCTION REQUIREDACTIVITIES FOR THIS PROJECT. ADDITIONAL S 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AND SCHEDULETING AT LEASTI48ES. HOURSEEE PRIOR MUST INFO TO BEGINNING OF CONSTRUCTION. PHONE: (909) 275-6885 FOR PARCEL MAPS AND TRACT MAPS. 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 616. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANST RTATION EDITION, EPARTMENT COUNTY ORDINANCCEEMENT NO. 461AANDRDS AND SPECIFICATIONS, SSUBSEQUENT LATEST AMENDMENTS. LATE 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL ORDINANCESTREET NOEN46RL�TRACNE �SUANDTPARCELREQUIRED ONBY)RIVERSIDE COUNTY 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT LIMITED T0, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. ED 7 CURB ONSTRUCTEDSACCORDINGIONS AND DTOVCOUNTYEWAY PSTTANDARD NO. 206 AND/ORPROACHES WILL BE LNO.20D CONSTRUCTED 7, AS DIRECTED IN THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF 77•-,E CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGRADING 401TOIFDETERMINE EXPANSIVETHE SOILSEXACT ARESTREET REQUIREO�TION REQUIREMENTS. USE STANDARD 10, AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY VERLAAYTREQUIREDTTTOCMEETITHENG PAVEMENT, STRUCTURAL STANDARDSGFORSAND THE MATCHING O CURRENT ASSIGNED TRAFFIC INDEX. 11. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCPAING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS SHALL REQUIRE SEPERATE LANDSCPAING PLANS. ALL LANSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE 1990. 12. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENTS PLANS, NO REVIEW OR APPROVAL CH�RANSPORTATIONFACILITIES DEPARTMENT.IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY 13. AFTER OCTOBER 1, 1992, CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT PREPAREOA)STTORM WATERTATE WATER RESOURCES POLLUTION PREVVENTIONCONTROL WITH THE PLAN(SWPPP) AND (SWRCB) MONITORING PLAN FOR THE SITE. STORM DRAIN GENERAL NOTES 1. THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS SHOWN ON THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE COACHELLA VALLEY WATER DISTRICT AND RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION IC DISTRICT'S SPECIAL MANUALPROVISIONS AND RD DDETAILED RAWINGS DATEDI1971TIONS DATED SEPTEMBER 1984, AND DES 2. DISTRICT. THE DISTRICT MUST BE NOTON WILL BE IFIEDONEWEEKHPRIORVALLEY CONSTRUCTION. DISTRICT. 3. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED. 4. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE - CENTERLINE INTERSECTION STATION. 5. FORTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT @ 1-800-422-4133. 6. ALL ELEVATIONS SHOWN ARE IN FEET AND DECIMAL THEREOF BASED ON U.S.C. & G.S. DATUM. 7. ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. B. ELEVATIONS OF UTILITIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. 9. BEDDING PIPE WITH LESS THAN TWO FEET OF COVER SHALL CONFORM TO LOS ANGELES COUNTY FLOODCONTROLERENCHES.ICT STANQAOaHERDRAWINGS SHADLLI3.3 AND CONFORM TODRCFCF&R CONCRETE BACK WCD. STD. DWG, M815. 10. "V" IS THE DEPTH OF THE INLET OF CATCH BASINS MEASURED FROM THE TOP OF CURB TO INVERT OF CONNECTOR PIPE. 11. CATCH BASINS SHALL RETURNEJOQNLOCATED UNLESSTHAT OTNERWISE SPECIFIEDN SHALL BEGIN AT EXISTING CURB DEVELOPER. DEL WEBB CALIFORNIA CORP. 39755 BERKEY DRIVE PALM DESERT, CALIFORNIA 92211 BYE /�Y -�,4& l ,� � 60 FROM 3.6 MILES NORTHWEST ALONG HIGHLONG COUNTRY THEN 3.3 MILES NORTHWEST ALONG COUNTRY CLUB DRIVE, SET BRASS DISK IN 12" CYLINDER. MONUMENT IS 6.0 FEET BELOW RAILROAD TRACKS AND 0.8 FOOT ABOVE GROUND, 254.0 FEET NORTHWEST OF NEW WASHINGTON ST. OVERPASS, 23.0 FEET NORTHWEST OF TELEPHONE POLE W/NO NUMBER. MONUMENT IN POLE LINE 296.0 FEET SOUTHEAST OF OLD WASHINGTON STREET, 44.0 FEET SOUTHEAST OF SOUTHEAST BOUND TRACT OF RAILROAD ELEVATION: 103.651 ADJUSTMENT: 1970 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. NOT COLJI'rITY MAINTAINED ROADS C -� CHECKED BY: 72a PH: (619) 772-5300 DATE: '� gY• DATE: 2 /b S' IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA SEAL COUNTY SEAL APP O D � CHMSTIAMSE STREET IMPROVEMENT PLANS �- 1 FOR RA PORTAT PT., RIVERSIDE COUNTY, CALIFORNIA E N a I N E E R I N 0 & STORM DRAIN PLA A. yr �y c_ KH ED A . THMAN 77-682 COUNTRY CLUB LiIUE. STE F-2 TRACT NO. 2 8 4 3 17, _. h' , u z R . C . E • N0. 33950 EXP . DATE: 6-30-98 PALM DESERT, CA . 92211 'lr _ N 1. 50083 2 PH: (760) 345-7808 FAX: (760) 345-4727 ��„ E,p.t-30-01 PREP RE BY: ATE: TITLE STREET No. 33950 * OENCHNA k �x� �._�� 1 +� �,� ty►t SCALE AS NOTED LIN THE SE i/4 OF SECTION 31, T 4 S,R 7 E, SBM T CHRISTIANSEN SEE ABOVE DEL WEBB CALIFORNIA CORP K -o MID ��; • ' ��' oDATE: MAY 1997 REVISIONS ' DATE '� OF CA`�F R. C. E. NO. 50083 EXP . DATE: 6-30-01 DRAIN) BY: CHEOED Y: 9121wxyl 10+00 A11+00 12+00 13+00 14+00 15+00 PLAN 16+00 17+00 18+00 19+00 20+00 21+00 22+00 E-: % SCALE 1"=40' CONSTRUCTION NOTES: Q DATA DATA DATA O CONST. 6m P.C. CONC. CURB & GUTTER PER DETAIL 'As SHT. 1. Q BRANDYWINE AVEN E � o i �TF RADIUS LEN./DIST. W lig I C N 4624.00 I1 I s0 I LO I W I cv I) corn �I CuQ 4°32'27" I i I II I) I I� II un 1,co 0°55'41" 2500.00 I1 20.25 O5 0026'30" I Q � lcoco cn 7058'01" Il BRANDYWINE AVEN E � o i �TF RADIUS LEN./DIST. W lig I C N 10-07'42"E 4624.00 51.23 I s0 I co I W I cv I) corn 28.39 U 4°32'27" I) F-- C9 i I II I) I I� II UNDERGROUND SERVICE ALERT FORE CALL TOLL FREE :00 4133 422 2 WORKING DAYS BEFORE YOU DIG UNDERGROUND UTILITIES TP 94.20 STA 10+51.23 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. O DELTA/BEARING RADIUS LEN./DIST. TANGENT O N 10-07'42"E 4624.00 51.23 162.38 s0 10048'47" 300.00 56.62 28.39 O3 4°32'27" 500.00 39.63 19.82 O 0°55'41" 2500.00 40.49 20.25 O5 0026'30" 2500.00 19.27 9.64 O 7058'01" 2500.00 347.62 174.09 0 90034'01" 25.00 39.52 25.25 O 10048'47" 278.00 52.47 26.31 SANDALWOOD SEE SHEET 4 1,. = 40' PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. O DELTA/BEARING RADIUS LEN./DIST. TANGENT O N 20° 56'29"E 4624.00 21.01 162.38 s0 78°30'31" 25.00 34.26 \ 20.43 11 4006'32" 4656.00 333.90 167.02 20 90003'26" 25.00 39.29 25.02 1 7°28'05" 2484.00 323.77 162.11 14 89004'32" 25.00 38.87 24.60 2�3 89°04'31" 25.00 1 38.87 24.60 1 89004'04" 25.00 38.86 24.60 PINEKNOLL AVENUll MARK DESIGNED BY: REVISIONS DRAWN BY: APPR. DATE CHECKED BY: SEAL COUNTY "k 33m Exp *.4" V -'& .V.J APPROVAL RECOMMENDED J CHECKED BY: DATE: SEAL /pFcSS10�, GHR/S� 9� Y No. 50083 z m * Exp. 06-30-01 Of C Ax O DELTA/BEARING RADIUS LEN./DIST. TANGENT 1� 4°01'21" 4624.00 324.63 162.38 i8 97003'38" 25.00 42.35 28.29 19 7°58'01" 2516.00 349.85 175.21 20 17000'30" 75.00 22.26 11.21 21 12°28'03" 125.00 27.20 13.65 N 20°56'29"E 49.50 2�3 10048'47" 322.00 60.77 1 30.47 90°34'02" 25.00 39.52 1 25.25 TAMARISK FLOWER SEE SHEET 8 SCALE: 1" = 40' 0 20 40 80 120 160 APPROV BY: ATE: 2// / 9 FOR RA PORTATI QeT.. RIVERSIDE COUNTY, CALIFORNIA KH ED A. 0 HMAN R.C.E. NO. 33950 EXP. DATE: 6-30-98 CONST. 4- P_C. CONC. SIDEWALK PER R.C.T.D. STD. NO. 401. a CONST. 3" A -C. PVMT_ OVER 4" CL. 2 AGG. BASE. ® CONST. 6' WIDE PC CONC. CROSS GUTTER & SPANDREL PER R.C.T.D. STD. NO. 209. \wz�a7a(om &� CHMa7UH&EH C N 0 1 H E E R 1 N 0 77-682 COUNTRY CLUB DRIVE, STE F-2 PALM DESERT, CA. 92211 PH: (760) 345-7808 FAX: (760) 345-4727 SE/Y1�N7' SILVER LAKE TERRACE SEE SHEET /O NOT COUNTY MAINTAINED ROADS IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA STREET IMPROVEMENT PLANS sHT 2 TRACT NO. 28243 OF 1 7SHTS I v PINEKNOLL AVENUE __ LeclrITH A. CHRISTIANSEN SCALE: AS NOTED BEMCMAFI SEE SHEET 1 IN THE SE 1/4 OF SECTION 31, T 4 S, R'7 E, SBM R. E. N0. 50083 EXP. DATE: 6-30-01 DATE: MAY 1997 Fat DEL WEBB CALIFORNIA CORP #P# STREET PLAN TR 28243 SHEET 2 =____ - 1001 [0, 371 PF: DXF 5002 12 -Aug -97 02:46 PM / 037.1600-20 dni'l %.0 O DELTA/BEARING RADIUS LEN_/DIST. TANGENT O 11014'37" 2500.00 490.60 246.09 O2 0026'30" 2500.00 19.27 9.64 O3 N 03°18'20"E 25.00 10.22 24.60 O 88022'26" 25.00 38.56 24.30 O5 1037'34" 2484.00 70.50 35.25 O6 90057'48" 25.00 39.69 25.42 O7 90003'26" 25.00 39.29 25.02 O8 2029'07" 2484.00 107.75 53.88 O DELTA/BEARING RADIUS LEN./DIST. TANGENT Q 93032'20" 25.00 40.81 26.59 10 9°23'40" 2516.00 412.53 206.73 11 89004'32" 25.00 38.87 24.60 1Q 90057'47" 25.00 39.69 25.42 13 12036'48" 2484.00 546,84 274.53 14 3029'04" 2500.00 152.04 76.04 15 2032'23" 2500.00 110.82 55.42 ! STA. 39+0 TURNBERRY ISLE D . Q4' 4 ' 1R=100.00 JL,NLL I =4U - - STD. 209. Q CONST. 4" P.C. CONC . SIDEWALK PER R . C . T . D . STD. NO. 401 WATERFALL DRIVE � CONST. HANDICAP RAMP PER DETAIL ' B' SHT . i . SEE SHEET 13 O CONST. 3" A.C. PVMT . OVER 4" CL 2 AGG . BASE. { � I 255 STA. 32+3 .13 PINEKNOLL AVE.= m z' - ! STA. 39+0 TURNBERRY ISLE D . Q4' 4 ' 1R=100.00 ! TP 97.14 .62 A=19035'19" m m� ! 4 - L=34.19 95 EC + " o ! 33 .� T=17.26 TPA9333+49.95 629 . o Q,m �, I 1 �Qrnrn < STA . U f 28+2 .35 PINEKNOLL AVE . = 32 TC 93 .80 p T C 9 7 .0% T C 9 2. cdw 0 �,e•V�,� s�.ey a rn `' ' rn u) I -CD STA. 10+0 WATERFALL DR. r� E�1g T MATCHI INE - STA 22+00 - SEE SHEET 2Ln I�-C� TP 94.55 I G 96 .5% I ! G 93.30 3 G 92.40 5� � ,' I 29 1 30 3 1 TP�9630+87.10 PRC 25 6 00 L=264 .541 T=132.39 O 25 26 27 28 STA 2a+6a o4 BCR -PCC o= 0 22 23 _ _6° 01'27 R s I00' 2 2 1 24 PROPOSED STA 27+84.66 ECR PCC TC 05./t , TC 91.4'7 STA 22+15.80 PRC R/M TC 4.4!) G 94.(v1 T=108.89 L -2B2,83 AlT=131.55 c s5 3�4 TC 53.28 G x,.99 _ =217.64 27�° R=25{0.0 33 _ u} f G 92.78, R-2464.00 p- 01' �, G 90.87 TP 91.29=7 58 ' 01 " R=2516 , 0 L=349.85 T=175 21 Q?A' Q-5° 03 ° 39' 1 32 A=5006'42" R 2464.00 L=219.8 T=109.99 33` 5 3 STA 33+60 00TP 92.7R .g i. �.. - -..(.j-. .. f'�.-i - -n _ _ _._ 2 L=260- - _ r _ _ - _ __ fo , TC 93.0 2A - _. 6 _ r - - -- .. - 9 _ 93.30 G 92.40- _, 2 LC .. T PCC - _ A 78.99 EC - - -- S 32 �, I X40 , .,� �� � 5�3 , =7°28'05" R-2484 00 L=323.77 n G 96.5% STA 22+3 � 57 ECR -PCC - T� 9Co �? � G 9fo 4? U cr 10 i1 7 TC 91.58 - =162.11 TC 93.28 - _ G 91.08 G 92.70 d=12° 05 ' 56" R=2496 .00 L-527 .07 T=264 .52 STA 31+95.54 BCR -PCC J + j I TC 7.70 UD a \ m s U ! ! I PROPOSED OPOSED I G 7.20 165 Cr . -4 -1 CC �rJ al -=1=1005.00 in o CO m STA 21+96 -513 N= i i i A U `r m U L=34.19 + a Li STA 10+00 E i ! I ! 164 _ - w c� cn m T=17.26 rn m ~ m DO i ! 162 163 m o Cu o - m TP 91.19 153 154 155 156 161 i 0 o LD CD �,�, Q i3O- °° 157 158 159 160 `° m 151 152 ! I m �' m `�� 256 vo tutu + r - cu I I i I 166 m o m �rn + Qm = +o ! a a 36 c'rna� i ! -i -10 Q 4 to CD co 0 a mm c~tl u C� 2i7 ' U - - UlI_U - - - _ j E TERRACE - - - - - _ - 4' lie 1s' 4' SE �� � � 10 APPROVAL TURNBERRY ISLE UNDERGROUND SERVICE ALERT RECOMMENDED DRIVE FOo BYr�CALL TOLL FREE � SEE SHEET 7 RE PINEKNL AVENUE 0 G 1-800- - � SCALE: 1" = 40' 422- CHECKED BY: _ SCALE: 1" - 40' 4133 IN%mm�NOT COUNTY MAINTAINED ROADS 0 20 40 80 120 160 2 WORKING DAYS BEFORE YOU DIG DATE: !z SEAL COUNTY SEAL APP R V BY: DATE: L /o � IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTEQAOFESS/O* ORTATI T., RIVERSIDE COUNTY, CALIFORNIA STREET IMPROVEMENT PLANS 3 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY O QUO CHR!$T !�. FOR A Stir. OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE �t �O A. Op 1 Q � y E ink em IN E E R I N Q THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE �w y Isr �r O KH ED A. D MAN TRACT N 0 • 28243 THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUAINT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, /Q 77-682 COUNTRY CLUB DRIVE, STE F-2 TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIRE- �� _ No. 50083 z rn R.C.E. N0. 33950 EXP. DATE: 6-30-98 PALM DESERT, CA, 92211 RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO a cr_ PH: (760) 345-7808 FAX: (760) 345-4727 OF 1 7 stirs REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES �N4. 33950 � * � 1 PREPA D Y' E EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM *\ Fxs 8_30-q * (P � � PINEKNOLL AVENUE MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE qy,\ " 7 >,9 CIVI%, \�' _ SCALE: AS NOTED INaMARK: G{\��\` �f C� H A. HRISTIANSEN IN THE SE 1/4 OF SECTION 31, T 4 S, R 7 E, SBM UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING t % DR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 7 $ F O STRUCTURES CONCERNED BEFORE STARTING WORK. MARK RISIONS APPR. DATE r�CrA1-\F EVSEE SHEET 1 R.C.E. NO. 50083 EXP. DATE: 6-30-01 DESIGNED BY: DRAWN BY: CHECKED BY: �DATE: MAY 1997 FOFt DEL WEBB CALIFORNIA CORP W.O. No: #P# STREET PLAN SHEET 3 TR 28243 =____ - 1001[0, 371 PF: DXF 5003 13 -Aug -97 08:25 AM / 037.1600-2 q I a ix )( 3 SEE SHEET 2 PINEKNOLL AVENUE 95 TC 94.09 1 STA 14+21.05 EC -BC SAN ALWOOD G 93.59 ( STA. 10+00 TURNBERRY I LE DR. STA 10+48.49 BC -PCC I I I■ r m` SEE SHEET 5 TURNBERRY ISLE DRIVE U U Or U cr LD CO m rn °' + d' CU v� rn avmcpQ, +mm cn o mm a Loin CD MOO Ic -'CD a v3 ' . 82 1__u V m U inH_C � COn7 TC 2.44 STA 13+74.25 EC -PCC � G 9/.9 TC 5.40 14 .T A=4°01'21" R=4624.00 L=324.63 T=162.386 4.90 1 n 1-800 SADALWOODN 422- 4133 2 WORKING DAYS BEFORE YOU DIG UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURI.SUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE - RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. STRUCTURES CONCERNED BEFORE STARTING WORK. MARK DESIGNED BY: TC 85.18 G 84.68 • ON P:� APPROVAL RECOMMENDED BY' / & CHECKED BY: DATE: Z FIATA O DELTA/BEARING RADIUS LEN_/DIST. TANGENT O '1 57_ 51.23 =2 10 6_7 - t� c 26.39 O3 4032'27" 'S' 39.63 2 O4 8°04'46" 1480.00 208.70 104.52 0) g 90°34'01" 25.00 39.52 25.25 O6 10048'47" C-)10 +39.59 EC Rti 06'32 =4656.00 L=333-90 T=167.02 21.01 TC 92.80 78030'31" 25.00 34.26 20.43 _ _ G 19.77 9.94 10 15035'46° 76.00 20.69 ,92. SANDA WOOD-- 28°37'37" 1758.00 ISTA 13+72.33 PRC STAT. 11+61.31 P NEKNOLL AVE I 158.08 (BEGIN CURB S TG 85.43 A'G _- 0) rn - 6 _ O TP 94.20 31.41 14 97003'38" G 84.93 42.35 28.29 K m ST 11+28.65 BC 90 89 88 16 86 1464.00 TC 93.90 TC I i� 17000'30" 75.00 87 11.21 G 93 .40 93.04 G 54 I 27.20 13.65 I I .Uu. - TC 93.57) 10°48'47" I 60.77 (G 93.07) 0 92 91 90034'02" 25.00 39.52 25.25 O 5 UNDERGROUND SERVICE ALERT CALL TOLL FREE �F ORE r�G 0 1-800 SADALWOODN 422- 4133 2 WORKING DAYS BEFORE YOU DIG UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURI.SUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE - RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. STRUCTURES CONCERNED BEFORE STARTING WORK. MARK DESIGNED BY: TC 85.18 G 84.68 • ON P:� APPROVAL RECOMMENDED BY' / & CHECKED BY: DATE: Z FIATA O DELTA/BEARING RADIUS LEN_/DIST. TANGENT O N 10°07'42"E 51.23 10048'47" 300.00 56.62 26.39 O3 4032'27" 500.00 39.63 19.82 O4 8°04'46" 1480.00 208.70 104.52 �5 90°34'01" 25.00 39.52 25.25 O6 10048'47" 278.00 52.47 26.31 O7 N 20°56'29"E 21.01 G 78030'31" 25.00 34.26 20.43 14°54'23" 76.00 19.77 9.94 10 15035'46° 76.00 20.69 10.41 11 28°37'37" 1758.00 878.36 448.55 5003'36" 1790.00 158.08 79.09 13 85°27'26" 34.00 50.71 31.41 14 97003'38" 25.00 42.35 28.29 i� 8004'46" 1496.00 210.96 105.65 16 8°04'46" 1464.00 206.44 103.39 i� 17000'30" 75.00 22.26 11.21 12°28'03" 125.00 27.20 13.65 19 N 20056'29"E 49.50 10°48'47" 322.00 60.77 30.47 21 90034'02" 25.00 39.52 25.25 SEAL _-OUNTY I SEAL A. 83i+ No. 50083 z n Nn.339so EV;r - 0-30-�f * EXQ 0630-01 Qf O' 1 ��� ��qTF C IV1\- CA �, 0 ALF REVISIONS APPR. DATE DRAWN BY: CHECKED BY: SCALE: 1" = 40' 0 20 40 80 120 160 APPRO D BY: DATE: Z o FOR TR PORTAT EPT., RIVERSIDE COUNTY, CALIFORNIA K LED A. OTHMAN R.C.E. NO. 33950 EXP, DATE: 6-30-98 PREPARED Y- /'� _PATE: H A CH ISTIANSEN SCALE= AS NOTED R. C. . NO. 50063 EXP. DATE: 6-30-01 DATE= MAY 1997 CONSTRUCTION NOTES: OO CONST. 6' P.C. CONC. WEDGE CURB & GUTTER PER DETAIL 'A' SHT. 1 © CONST. 4' P.C. CONC. SIDEWALK PER R.C.T.D. STD. NO. 401 �3 CONST. 3' A.C. PVMT. OVER 4' CL 2 AGG_ BASE. W,/°Q730H & CH[RM7h%H,9F=H N Q 14 E E B 6 H r- 77-662 COUNTRY CLUB DRIUE, STE F-2 PALM DESERT, CA. 92211 PH: (760) 345-7808 FAX: (760) 345-4727 NOT COUNTY MAINTAINED ROADS IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA STREET IMPROVEMENT PLANS TRACT N0. 28243 SHT . 4 OF 1 7 SHTS SANDALWOOD BE14>14A c: IN THE SE 1/4 OF SECTION 31, T 4 S, R 7 E, SBM SEE SHEET 1 FOFt DEL WEBB CALIFORNIA CORP W. 0. W. 9124pxx G 84. 68 A I'H p 50, 11 pO 7C 0.lo/ STA 10+49 44 PCC FL TC 83.9 1IS85 89 T=63• TC 84 V5 G 83.4/ 80 2,09 .15 � 8 i G 83.65 1 STA. 10+00 URNBERRY ISLE DR. STA. 14+21.0 EC -BC SANDA WOOD 84 � 83 82 1 f UNDERGROUND SERVICE ALERT ORE r CALL TOLL FREE G 1- 800 - 0 DELTA/BEARING RADIUS LEN./DIST. TANGENT O 4°06'32" 4656.00 333.90 167.02 O 14°54'23° 76.00 19.77 9.94 O3 15°35'46" 76.00 20.69 10.41 O 88017'22" 25.00 38.52 24.26 0 11041'08" 766.00 156.23 78.39 O6 27014'27" 734.00 348.97 177.85 O 91054'31° 25.00 40.10 25.85 �S N 38-36'05"E 734.00 6.52 50.22 O 5030'40" 1790.00 172.17 86.15 O DELTA/BEARING RADIUS LEN./DIST. TANGENT 10 93051'32" 25.00 40.95 26.74 1i 17°26'59" 503.00 153.19 77.19 ® 13°36'18° 471.00 111.84 56.18 a 82°35'15'' 25.00 36.04 21.96 14 5001'30" 1790.00 156.99 78.54 1� 85047'57" 25.00 37.44 23.23 25 8009'52" 766.00 109.15 54.67 0 7049'42" 734.00 100.29 50.22 91°56'40" 25.00 40.12 25.86 TURNBERRY ISLE DRIVE 4 2 2 - / SCALE: 1" = 40' 4133 0 20 40 80 120 160 2 WORKING DAYS BEFORE YOU DIG UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED A+RE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIRE - RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUIE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. STRUCTURES CONCERNED BEFORE STARTING WORK. n / .e.E✓<SdED ✓Be%1e.AW. AL4�A_%i-" ADCED S7bV/DA%' LEN./DIST. TANGENT 19 5°21'04" 1790.00 167.18 63.65 20 83°22'10" 25.00 36.38 22.26 ® 94-0 1'50" 25.00 { 41.03 26 .82 a 5°03'36" 1790.00 158.08 MARK REVISIONS APPR, DATE DESIGNED BY: DRAWN BY: CHECKED BY: 31.41 PEAL COUNTY ISEAL Iii. 33950 @W.6r30- 9 "111./_c n Ma 500 * E� Ofr30-01 cPWA 9rF OF C Of �4 O DELTA/BEARING RADIUS LEN./DIST. TANGENT 19 5°21'04" 1790.00 167.18 63.65 20 83°22'10" 25.00 36.38 22.26 ® 94-0 1'50" 25.00 { 41.03 26 .82 a 5°03'36" 1790.00 158.08 79.09 23 85°27'26" 34.00 50.71 31.41 24 4° 01 ' 21 " 4624 .00 324 .63 162. 38 25 11°06'13" 750.00 145.35 72.90 0 31°44'17" 487.00 269.77 138.44 APPROVAL RECOMMENDED BYE. d✓j sTsa. t �. oo: 3 340.1 y -7 f 65 1 "� 0 1 63 0 1 I r� 100 1 62 +/ 61 CONSTRUCTION NOTES: cc G CONST. 6: P.C_ CONC. CURB & GUTTER PER DETAIL -A- SHT. 1 CONST. CATCH BASIN PER R.C.T.D. STD. DWG. 300 W/MODIFIED CURB DEPRESSION AS SHOWN ON SHT_ �2 CONST. 4" P.C. CONC. SIDEWALK PER R.C.T.D. STD_ NO. 401 Ia CONST_ 30' CORRUGATED POLYETHELENE PIPE (CPP), CONST 3' A C PVMT OVER 4' CL 2 AGG BASE SMOOTH INTERIOR, ADS N-12 OR EQUAL 2�4wAT.aaH � cImH�zifDA LLL _- ] STREET IMPROVEMENT PLANS sHT5 FOR NSPORTA EPT., ��U� CALIFORNIA ENGINE ERIN 9 TRACT N 0. 28243 KHALED A. THMAN 77-662 COUNTRY CLUB DRIVE, STE F-2 R.C.E. NO. 33950 EXP. DATE: 6-30-98 PALM DESERT, CA. 92211 PREP R BY: DATE: PH: (760) 345-7808 FAX: (760) 345-4727 01571 IT A. CHRIS IANSEN SCALE: AS NOTED BENCHMARK: SEE SHEET 1 R . E . NQ . 50083 EXP . DATE: 6-30-01 DATE: MAY 1997 of 17 sHTs TURNBERRY ISLE DRIVE IN THE SE 1/4 OF SECTION 31, T 4 S, R 7 E, SBM FOR: DEL WEBB CALIFORNIA CORP I W.O. ND 9/2 -XX CHECKED BY: O3 76 ® CONST. 6' WIDE P.C. CONC. CROSS GUTTER & SPANDREL PER R.C.T.D. STD. NO. 209 �f`e ® CONST. HANDICAP RAMP PER DETAIL 'B' SHT 1. NOT COUNTY MAINTAINED ROADS Z d DATE: APPROV D BY: DATE: Z/ 0 9 4 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA 2�4wAT.aaH � cImH�zifDA LLL _- ] STREET IMPROVEMENT PLANS sHT5 FOR NSPORTA EPT., ��U� CALIFORNIA ENGINE ERIN 9 TRACT N 0. 28243 KHALED A. THMAN 77-662 COUNTRY CLUB DRIVE, STE F-2 R.C.E. NO. 33950 EXP. DATE: 6-30-98 PALM DESERT, CA. 92211 PREP R BY: DATE: PH: (760) 345-7808 FAX: (760) 345-4727 01571 IT A. CHRIS IANSEN SCALE: AS NOTED BENCHMARK: SEE SHEET 1 R . E . NQ . 50083 EXP . DATE: 6-30-01 DATE: MAY 1997 of 17 sHTs TURNBERRY ISLE DRIVE IN THE SE 1/4 OF SECTION 31, T 4 S, R 7 E, SBM FOR: DEL WEBB CALIFORNIA CORP I W.O. ND 9/2 -XX 63 62 S UNDERGROUND SERVICE ALERT s\ vil 242 241 58 57 I 217 1 0 235 m 240 2 I 238 237 I I PROPOSED i R/W � 4-62o 35 '53 � R==576.0 0 L=629.30 T=350.20Zia I 0 L= 646.78 T=359_93 _ 27 5 R=608.00 L 664.27 �T=36�9. 58 54 55 APPROVAL RECOMMENDED 0AF0 BY ORE CALL TOLL FREE TURNBERRY ISLE DRIVE u 1-800- 422- 4133 2 WORKING DAYS BEFORE YOU DIG UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REGUIRE- RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF TF4E UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. STRUCTURES CONCERNED BEFORE STARTING WORK. zz SCALE: 1° = 40' IBEO s/f�T. A[.iGMyP6V7 f?!'EM S !Q3 7°Q7� �/2.1 57�e �o�egnv •,C,•, MARK REVISIONS APPA. DATE DESIGNED BY: DRAWN BY: CHECKED BY: CHECKED BY: 53 4'% 51 231 218 232 ,- STA. 31+18.40 C , C L CB NO. 6 W= STA. 11+50.93 SD FL 89.59 7 ` 233 234 V:�A ENS STA. 31+26'2 C/L C/L CB NO. 5 W=7' _ STA. 11+17.99 SD "C" FL 89.63 44 48 -PROPOSED 49 R/W 50 CONSTRUCTION NOTES: <�j CONST. 6: P -C. CONC_CURB & GUTTER PER DETAIL "A' SHT. 1 CONST. 4' P.C. CONC_ SIDEWALK PER R.C.T.D_ STD_ NO. 401 CONST. 3' A.C. PVMT. OVER 4' CL. 2 AGG. BASE CONST_ CATCH BASIN PER R.C.T_D. STD. DWG. 300 W/MODIFIED CURB DEPRESSION AS SHOWN ON SHT. CONST. 30' CORRUGATED POLYETHELENE PIPE (CPP), SMOOTH INTERIOR, ADS N-12 OR EQUAL SCALE: 1" = 40' �iNOT COUNTY MAINTAINED ROADS 0 20 40 60 120 160 DATE= .S / �EAL COUNTY SEAL APPROVBY: AT L /a Q IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA 1�IEH/ STREET IMPROVEMENT PLANS 6 A OT FORtPA4SPORTATjdN RIVERSIDE COUNTY, CALIFORNIA E H 0 I H E E R I H 0 28243 KHALED A. OTHMAN 77-682 COUNTRY CLUB DRIUE, STE F-2 TRACT N 0• 7 4 No. SO= � R.C,E. NO. 33950 EXP. DATE: 6-30-98 PALM DESERT, CA. 92211 �( Z � ]c 1 �, PRE ATE: PH: (760) 345-7808 FAX: (760) 345-4727 OF 1 " SHTS ENi N4' TURNBERRY ISLE DRIVE txp, 6-30-- c►vt� �`* eE c GlC LF���` TFC ��FflQTH CHRISTIANSEN SCBE: AS NOTED SEE SHEET 1 IN THE SE 114 OF SECTION 31, T 4 S, R 7 E, SBM R. E. N0. 50083 EXP. DATE: 6-30-01 DATE: MAY 1997 FOEt DEL WEBB CALIFORNIA CORP Rw.o. ND /zwftxx9 34 SEE SHEET 3 PINEKNOLL AVENUE Q TO 93.80 G 93.30 TP 93.62,,,,l D rn 0 41 N LTI 0) 33 0 F_ N rn - - Ln A n 32 N P. Chi 256 0 'C 93 - Bo 35 36 37 38 39 G 93.30 i 1 40 1 1 1 O STA 32+76.99 ECF -PCC TC 9(0.97 G 9(P.417 STA 36--02.78-EC STA 39+05.62 TUR BERRY ISLE DR. TP 92,66 TP 97.14 AVE KNOLL STA 36+63.36 TURNBERRY ISL DR. PROPOSED 9 BCR TPg A�0970 SKYCREST RD. R/W STA 38+66.0 TO 96.29 TO 92.84 v G 95.79263.31 JG 92.34 1/1 DELTA/BEARING 160.33 LEN./DIST. 0 O 88°22'26" STA 38+62 39 ECR STA 37+02.06 BCR O2 1°37'34" 2484.00 TC 96.26 G 95.7-6 TO 3.34 8 N 03-18-20"E I \STA 31+95.541BCR-PCC STA 10+38.36 ECR -PRC A_ 37.62 TO 97.70 G 9 7.20G TC 3.37 2.87 2274.00 �' 44.43 0 2°29'07" 2464.00 5 53.68 0 93°32'20°' 25.00 40.81 26.59 �6 N 86'41'40"W FAX: (760) 345-4727 17.10 . CHRISTIANSEN O9 2)05'55" 2242.00 165 166 I 167 -1-o � w 25.00 40.98 26.77 11 2°32'23" Lo 110.82 55.42 3°29'04" 2500.00 iiLO 76.04 In n Lo Lc UNDERGROUND SERVICE ALERT SKYCREST ROAD SEE SHEET 12 ORE r CALL TOLL FREE G 92.34 STA 36+19.88 ECR TO 92.93 ' G 92.43 I STA 10+43.881 BCR -PCC TO 93.24 G 92.74 225 In SCALE 1"=40' a� 41 z o 42 Y �yC � 43 d=6 0 00 ,R. 5 i `may 1 605 so 1�j 'ROPOSED /W g 7 r 229 / 228 230 I 1- 800 422 TURNBERRY ISLE DRIVE 4133 2 WORKING DAYS BEFORE YOU DIG 77 UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE - RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOIWN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. STRUCTURES CONCERNED BEFORE STARTING WORK. MARK REVISIONS APPR. DATE DESIGNED BY: DRAWN BY: CHECKED BY: APPROVAL RECOMMENDED BY - CHECKED BY: Va DATE: �J ` �w SEAL COUNTY SEAL y ' No. 50083 n 111& 33950 Z Exp.°s-�-oI J. CNI'L Yid- F C, C Aof off` 45 51 0 u 1d a C) In CONSTRUCTION NOTES: CONST. 6: P.C. CONC. CURB & GUTTER PER DETAIL •A• SHT, i O CONST. 40 P.C. CONC. SIDEWALK PER R.C.T.D. STD. NO. 401 {�3 CONST. 3' A.C. PVMT. OVER 4' CL. 2 AGG. BASE ® CONST. 6' WIDE P.C. CONC. CROSS GUTTER & SPANDREL PER R.C.T.D. STD. NO. 209. © CONST. HANDICAP RAMP PER DETAIL "Ba SHT. i I O DELTA/BEARING RADIUS LEN./DIST. TANGENT O 88°22'26" 25.00 38.56 24.30 O2 1°37'34" 2484.00 70.50 35.25 O3 N 03-18-20"E 10.22 FOR T \ 86°12'52°' 25.00 37.62 23.40 O5 2°14'19" 2274.00 88.85 44.43 0 2°29'07" 2464.00 107.75 53.68 0 93°32'20°' 25.00 40.81 26.59 �6 N 86'41'40"W FAX: (760) 345-4727 17.10 . CHRISTIANSEN O9 2)05'55" 2242.00 82.12 41.06 10 93055'32" 25.00 40.98 26.77 11 2°32'23" 2500.00 110.82 55.42 3°29'04" 2500.00 152.04 76.04 NOT COUNTY MAINTAINED ROADS IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA STREET IMPROVEMENT PLANS s� 7 TRACT NO. 28243 OF 17 sKrs TURNBERRY ISLE DRIVE IN THE SE 1/4 OF SECTION 31, T 4 S, R 7 E, SBM Fm DEL WEBB CALIFORNIA CORP M.O. w 912, -XX SCALE: 1" = 40' 0 20 40 BO 120 160 APPROVEpi BY: DATE: FOR T ORTATIO ., RIVERSIDE COUNTY, CALIFORNIA I I KHALED A. OT AN R.C.E. N0. 339 0 EXP. DATE: 6-30-98 77-682 COUNTRY CLUB DRIVE, STE F-2 PALM DESERT. CA. 92211 PREP E - Y: DATE: PH: (760) 345-7808 FAX: (760) 345-4727 EITH . CHRISTIANSEN SCALE: AS NOTED BES: SEE SHEET 1 R. C. E. NO. 50083 EXP. DATE: 6-30-01 DATE: MAY 1997 NOT COUNTY MAINTAINED ROADS IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA STREET IMPROVEMENT PLANS s� 7 TRACT NO. 28243 OF 17 sKrs TURNBERRY ISLE DRIVE IN THE SE 1/4 OF SECTION 31, T 4 S, R 7 E, SBM Fm DEL WEBB CALIFORNIA CORP M.O. w 912, -XX O DELTA/BEARING RADIUS LEN./DIST. SEE SHEET 5 O 9023'40" 2516.00 412.53 TURNBERRY O2 5001'30" 1790.00 156.99 ISLE DRIVE O3 85047'57" 25.00 37.44 23.23 O4 8009'52" 766.00 109.15 54.67 O5 89004'31" 25.00 38.87 24.60 © 5042'35" 2484.00 247.54 123.87 112 113 25.00 38.86 1 110 1 iii Oe STA 12+83 08 BCR -PRG _ - 50.22 1 CURB STA 11+63.85 EC 91°56'40" �C 82. � 1 Lo Lo 77 109 10 GC S Z4 1790.00 1Ld STA 10+361.89 ECR - vcb / 5042'20" 2516.00 ,74 125.38 H T C M. 45 2500.00 248.95 CURB STA 12+13.85 BC 2500.00 -f G 82• � 24 ( -4 _ '- TC M44 490.60 246.09 i o STA 11+29 12 BC -� STA. G �•° 7024'14" 1774.00 229.24 114.78 BEGIN CUR STA'G G m TURNBERRY ISLE= 105 91.74 TC 86.20 G 85.70 STA. 10+00 Q2.54 N 5 61 ° 0 0 91.24 TANGARINE CT. / �� T P M o p _ �'►� 19 v 92.23 -' 78 n 1. . 17+05.941PINEKNOLL AVE I TC 843. A4 G 03 tW � t[2 91.40 PROPOSED 00 S j'1 O DELTA/BEARING RADIUS LEN./DIST. TANGENT O 9023'40" 2516.00 412.53 206.73 O2 5001'30" 1790.00 156.99 78.54 O3 85047'57" 25.00 37.44 23.23 O4 8009'52" 766.00 109.15 54.67 O5 89004'31" 25.00 38.87 24.60 © 5042'35" 2484.00 247.54 123.87 O 89°04'04" 25.00 38.86 24.60 Oe 7049'42" 734.00 100.29 50.22 Lo 91°56'40" 25.00 40.12 25.86 10 5021'04" 1790.00 167.18 83.65 11 5042'20" 2516.00 250.55 125.38 5042'20" 2500.00 248.95 124.58 i� 0°55'41" 2500.00 40.49 20.25 24 11014'37" 2500.00 490.60 246.09 i 7°51'35" 1774.00 243.35 121.87 16 Q 7024'14" 1774.00 229.24 114.78 co - - co v -- E.ct�M CO - f _ ti 1 N Camp) ='� -_ �� o.�n� _ .Ev-r 1 m 13 ' STA 10+40,67 ECR TC 85.16 -� 266.79 v� e acocc�02 TC 41.E G 84.66 0 0 �D SNo - 20 v 184 58 2 21 o a G 9/.05 PROPOSED 2 STA 14+09 .94 BCR -PCC 0 1 0 °3'0c° °d = - FjB� O STA 11+29.12 BC m_ _ al �� STA 16+65.60 BCR'PCC R W I TC 04.61 � � STA. 14+52.81 J r�\ _ ° 2 / J cn TAMARISK FLOWER= BEGIN CUR STA' G = m TC 91.28 i I "I G 5/ I i STA. 14+89.97 PROPOSED N $350 00 TC 86.20 100 °D DATA G 90.78 I a STA 14+4Q.76 ECR -PRC t TPR Y ISLET G 85 70 rn m F- T r aeR j=22,. I R/W CONST. 4' P.C. CONC. SIDEWALK PER R.C.T.D. O STD. NO. 401 VL 1 M1L U Jt 1 1 A. SEE SHEET 5 SEE SHEET 2 I CURB STA 12+13 85 BC I I 101 167.18 TURNBERRY PINEKNOLL 03 CONST. 3' A.C. PVMT . OVER 4" CL. 2 AGG . BASE STA 10+44.54 BCR 36.38 v G 98.9¢ CURB STA 11+63.85 E T C 83. To'3 G 83 ISLE DRIVE AVENUE CONST. 6' WIDE P.C. CONC . CROSS GUTTER GC 17.50 _ - - - 114.00 6 SPANDREL PE4 R.C.T.D. STD./NO . 209 17.50 2i 94001'50" 25.00 TC M.i5 41.03 26.82 I l03 G Lo 158.08 79.09 - - I 13 121 122 + 123 1 124 125 1 126^ O STA 17+46.26 ECR -PRC I 12-1 O -72 CD 91.74 91.24 10+00,00 TAMARISK FLOWER= STA 15+29,03 BCR -PRC n 1. . 17+05.941PINEKNOLL AVE I TC 843. A4 G 03 tW � 91.40 PROPOSED 1 / STA 14+14.341 ECR -PRC o 12 oSTA LTG 10+40.67 BCR R/W 2 TC 84.0V I to 73 . TC 91.7J TC 85 I(o G 8✓.� � 01) G 9/_ 2/ 266.79 8� O CU _ STA 13+07.46 BO - 76 54 05 W 307-46' TIS 84.98750 R - �0 �= lie o , 3 13 _ _ h i 74 co - - co v -- E.ct�M CO - f _ ti 1 N Camp) ='� -_ �� o.�n� _ .Ev-r 1 m 13 ' STA 10+40,67 ECR TC 85.16 -� 266.79 v� e acocc�02 TC 41.E G 84.66 0 0 �D SNo - 20 v 184 58 2 21 o a G 9/.05 PROPOSED 2 STA 14+09 .94 BCR -PCC 0 1 0 °3'0c° °d = - FjB� O STA 11+29.12 BC m_ _ al �� STA 16+65.60 BCR'PCC R W I TC 04.61 � � STA. 14+52.81 J r�\ _ ° 2 / J cn TAMARISK FLOWER= BEGIN CUR STA' G = m TC 91.28 i I "I G 5/ I i STA. 14+89.97 PROPOSED N $350 00 TC 86.20 100 °D DATA G 90.78 I a STA 14+4Q.76 ECR -PRC t TPR Y ISLET G 85 70 rn m F- T r aeR j=22,. I R/W I I LEN-/DIST. TANGENT I CURB STA 12+13 85 BC I I 101 167.18 80 Q TC 89.4¢ 102 STA 10+44.54 BCR 36.38 v G 98.9¢ CURB STA 11+63.85 E T C 83. To'3 G 83 17027'24" 114.00 104 GC 17.50 _ - - - 114.00 7. STA 12+02.571 ECR -PRC 17.50 2i 94001'50" 25.00 TC M.i5 41.03 26.82 I l03 G 1790.00 158.08 79.09 8i I O DELTA/BEARING RADIUS LEN-/DIST. TANGENT 5021'04" 1790.00 167.18 83.65 1 83022'10" 25.00 36.38 22.26 17027'24" 114.00 34.73 17.50 20 17027'25" 114.00 34.73 17.50 2i 94001'50" 25.00 41.03 26.82 t22 5°03'36" 1790.00 158.08 79.09 UNDERGROUND SERVICE ALERT APPROVAL RECOMMENDED ORECALL TOLL FREE �dol- N/ 1-800�TAMARISK FLOWER TANGARINE COURT ' 422- CHECKED BY: 4133 � SCALE: 1" = 40' 2 WORKING DAYS BEFORE YOU DIG DATE= 2l�,� 0 20 40 80 120 160 NOT COUNTY MAINTAINED ROADS Awwg�wfsevo ra < 5 ` cT S SEAL COUNTY SEAL APPROV BY: ATE: 2 /o IN THE UNINCORPORATED TERRITORY OF UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE + A4/,0-u&%feA/ -0A y THE COUNTY OF RIVERSIDE, CALIFORNIA CONSTRUCOTHERSALL DANDROUND THOSEUSHOWNIES ON TTHHESRECORDSES REPORTED EXAMINED REYTHE INDICATEDROR WITH ACCEPTED TCONSTRUCTION ION OPRACTICES, CONSTRUCTION R AGREES THAT IN ACONTRACTOR WINCE WITH LLBEp AL �o� FOR PORTATI .. RIVERSIDE COUNTY, CALIFORNIA VV Ln� 11 �OO I1V CaS �11-11LN(1G=�IJV11�J STREET IMPROVEMENT PLANS � 8 THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER. BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE ` �� aoQ � �y E _ N 2 1 N E E R I N ` TRACT N IBJ . 28243 THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, g Q C, KHALED A. OTHMAN TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- ca Z tri z R.C.E. N0. 339 0 EXP. QATE: 6-30-98 77 682 COUNTRY CLUB DRIUE, STE F 2 RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO ]C w �C �� 53 rn PALM DESERT, CA. 92211 REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES 140, ;54050 °C Exp. WW1 'D PREP E Y: ATE: PH: (760) 345-7808 FAX: (760) 345-4727 TANGARINE COURT OF 17 mTS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE WE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM * EXP 6-34. 1 MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE aJ, *cPj CIVI TAMARISK FLOWER UTILOR'SITIES OR RESPONSIBILITYUTTOSFOUND AT NOTTIFYY THETHE OWNERSEOF THESHALL BE UTILITTIESHORCONTRACT- FFROMOTTHENCE SOLEFNEGLIGENCEK ON HIS OF DESIGNTPROFESSIONALLIABILITY ARISING �rF CSV+�' 9rF -OQ� ITH A HRISTIANSEN SCALE_ AS NOTED aEW R STRUCTURES CONCERNED BEFORE STARTING WORK. MARK REVISIONS APPR. DATE SEE �,1_ �'SEE SHEET 1 IN THE SE 1/4 OF SECTION 31, T 4 S, R 7 E. SBM DESIGNED BY: DRAWN BY: CHECKED BY: R.O.E. NO. 50083 EXP. DATE: 6-30-01 DATE_ MAY 1997 FOR DEL WEBB CALIFORNIA CORP W.O. ND= 9/2 -XX ,1Q1 2 ""•.2g , ""' ­­"' STA 10+44 . 6 ECR -PRC a crinin O ��" 00 ­041 OpW TC 87.22 G 86.72 TC 85.68 ��� r O G 85.18 CD mmm �� _ = 9 4 8-503 p p d,17° 2 RIPROPOSED �U�-(0 156 5g" r CURB STA 12+57.63 BC% TC 87.51 G 87.01 132 _�.-..._. � 19 T\ } As31 44 } +- 77 ` 10 4 R � 5� 002A E � =471 p �6° 2� � 3 111 8.1 CURB STA Inv +07.63 E 36.18 T�S6 TC 87.20 118 G 86.70 TSTA 11+52.20 STA 10+36.56 BCR -PCC 11 BEGIN CURB STA'!G TC 85.tj3 -- TC 86.86 G 85.103 STA 16 84.62 ECR -PRC TC 85. /9 G e4. 0 29 128 4' UNDERGROUND SERVICE ALERT o 0 FORE , CALL TOLL FREE G 1 -800- 422 -COURT TAMARINEPaD 4133 2 WORKING DAYS BEFORE YOU DIG UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INOIC.ATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER. BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE - RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO DEFEND. INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. STRUCTURES CONCERNED BEFORE STARTING WORK. 71 O DELTA/BEARING RADIUS LEN./DIST. TANGENT Q 4°31'04" 2738.00 215.89 106.00 O2 93002'23" 25.00 40.60 26.36 O3 2°14'19" 2274.00 88.85 44.43 O 86001'02° 25.00 37.53 23.32 O 1039'22" 2738.00 79.14 39.57 O 2005'55° 2242.00 82.12 41.06 U7 3°12'43" 2258.00 126.58 63.31 1 A O DELTA/BEARING RADIUS LEN./DIST. TANGENT OS 93051'32" 25.00 20 40.95 26.74 An O9 10001'18" p=E$° 53 ' 51 " R=379.10 114.00 i 19.94 10.00 10 27051'23" 114.00 q 55.43 ,=62° 19'21 " R=363 . 10 =394 96 28.27 cs 11 82°35'15" 2 25.00 T= 219 36.04 i 69 21.96 O2 STA V. TC 1 5001'30" PROPOSED�, 1790.00 CLUB DRIUE, STE F-2 156.99 Q 78.54 13 7024'14" R/W 1774.00 PR 229.24 114.78 14 N 10027'54"E Of 5.00 scwe AS NOTED l�IAT C MARK REVISIONS APPR. DATE DESIGNED BY: DRAWN BY: CHECKED BY: APPROVAL RECOMMENDED BIZvsv' 4 T CHECKED BY: -1 6 DATE: Z SEAL COUNTY SEAL zwff, . _ Z Cs ft6M yZ m 140. 339b0uwjCr EV, s -i-7 * '0s3o-°1 QIrYl1. `�ryT� oCtVl� � ora`! v\ .. it u -- i i =242 51 v 168 20 2 An APPROV 4 O p=E$° 53 ' 51 " R=379.10 5 i PROPOSED q ., RIVERSIDE COUNTY, CALIFORNIA ,=62° 19'21 " R=363 . 10 =394 96 cs o v R/W o A. OT MAN 2 T= 219 i 69 R.C.E. O2 STA V. TC 21+20.53 ECR PCC 93.03 ! ! PROPOSED�, 77-662 COUNTRY CLUB DRIUE, STE F-2 Q G 92.53 R/W 92211 PR Y: DATE: 200 FAX: (760) 345-4727 Of scwe AS NOTED l�IAT C LINE 201 TH 'STA. 21+64.03 - WYNDAM RD.= N� .� STA 12+66.19 BCRlPRC �C 92.53 STA + SHEET I 8+00 S STA. 12+45.N R.C.E. NO . 50083 EXP. DATE: 6-30-01 QATE_ MAY 1997 SKYCREST RD. TP 93.08 199 170 O 202 �. to 203 171' PROPOSED R/W WYNDAM ROAD NOT COUNTY MAINTAINED ROADS IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA STREET IMPROVEMENT PLANS SHT 9 TRACT N0. 28243 TAMARINE POD COURT of 17 sifts WYNDAM ROAD IN THE SE 114 OF SECTION 31, T 4 S, R 7 E, SBM Fart DEL WEBB CALIFORNIA CORP I M.O. Na 9/2 -XX SCALE: 1° = 40' 80 120 160 0 20 40 APPROV BY: ATE: =Z/O,/ FORT PORTATIO P ., RIVERSIDE COUNTY, CALIFORNIA B KHALED A. OT MAN R.C.E. N0. 339 0 EXP. DATE: 6-30-98 77-662 COUNTRY CLUB DRIUE, STE F-2 PALM DESERT, CA. 92211 PR Y: DATE: PH: (760) 345-7808 FAX: (760) 345-4727 Of scwe AS NOTED BEHCHMAsWc TH C IS IANSEN SEE SHEET 1 R.C.E. NO . 50083 EXP. DATE: 6-30-01 QATE_ MAY 1997 NOT COUNTY MAINTAINED ROADS IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA STREET IMPROVEMENT PLANS SHT 9 TRACT N0. 28243 TAMARINE POD COURT of 17 sifts WYNDAM ROAD IN THE SE 114 OF SECTION 31, T 4 S, R 7 E, SBM Fart DEL WEBB CALIFORNIA CORP I M.O. Na 9/2 -XX 20 PROPOSED R/W 19 P,ea✓.4-r6 8�t�? 0¢.4rA./ E.4SEJ'yfFX� 18 � I Jd 136:' �v Qy" PROPOSED SEE SHEET 2 13 c) P SEE SHEET 5 UNDERGROUND SERVICE ALERT O�FORE r CALL TOLL FREE G 422 SILVERLAKE T 4133 DELTA/BEARING RADIUS 2 WORKING DAYS BEFORE YOU DIG TANGENT O 28°37'37" 1758.00 ,eE UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 77°58'15" ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY 20.23 OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE 766.00 THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, SY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE O THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, 39.29 TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE - 7°28'05" RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO 162.11 REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES 25.00 EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PFIECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM O7 MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 156.23 UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHAD BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING 96000'45" OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 27.77 STRUCTURES CONCERNED BEFORE STARTING WORK. 9°23'40" 2516.00 412.53 206.73 NARK 89004'32" 25.00 DESIGNED BY: REVISIONS DRAWN BY: APPR. DATE CHECKED BY: A PROVAL RECOMMENDED BY Razl- CHECKED BY: DATE: y SEAL COUNTY 63 SCALE: 1" = 40' 0 20 40 80 130 160 _AL APPROV BY: ATE: 2_ /4 FOR RA 3ORTATIOd 9E10T RIVERSIDE COUNTY CALIFORNIA nATA O DELTA/BEARING RADIUS LEN./DIST. TANGENT O 28°37'37" 1758.00 878.36 448.55 O2 77°58'15" 25.00 34.02 20.23 O 9044'12" 766.00 130.17 65.24 O 90°03'26" 25.00 39.29 25.02 O5 7°28'05" 2484.00 323.77 162.11 C 88°17'22" 25.00 38.52 24.26 O7 11041'08" 766.00 156.23 78.39 Oe 96000'45" 25.00 41.89 27.77 0 9°23'40" 2516.00 412.53 206.73 10 89004'32" 25.00 38.87 24.60 11 91°54'31" 25.00 40.10 25.85 N 38°36'05"E 6.52 13 5°30'40" 1790.00 172.17 86.15 14 7058'01° 2516.00 349.85 175.21 12036'48" 2484.00 546.84 274.53 16 0°26'30" 2500.00 19.27 9.64 i� 7058'01" 2500.00 347.62 174.09 18 6°59'43° 1774.00 216.59 108.43 L711oH I CHMsThaHINEH z KFMLED A. OTHMAN 1 co R.C.E. NO. 3 EXP. DATE: 50 6-30-98 77-682 COUNTRY CLUB DRIUE, STE F-2 v No. 6M PALM DESERT CA. 92211 Lu Exp. {'$-30.01 * PR�PCHR Y: E: PH: (760) 345-7808 FAX: (760) 345-4727 s�qr CIV1� scA� AS NOTED = ITI IANSEN R. C. E. NO. 50083 EXP. DATE: 6-30-01 DATE: MAY 1997 SEE SHEET 1 NOT COUNTY MAINTAINED ROADS IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA STREET IMPROVEMENT PLANS Stir. 10 TRACT N0. 28243 of 17sms SILVER LAKE TERRACE IN THE SE 1/4 OF SECTION 31, T 4 S, R 7 E, SBM Foa DEL WEBB CALIFORNIA CORP U-0- No: Q19016yv E SHEET 10 S VER LAKE ERRACE a 143£ _r I (U J I -- s, J 142 u J w 0 r n LU A 141 %Lo v u v m CD 4' 140 PROPOSED R/W 187 182 SEE SHEET 13 ABALONE WAY STA 14+04.91 ECR -PRIC 11 87.38 GC 86.88 188 - _ STA. 10+00 WYNDAM R _ STA. 14+37.95 SILVE9 LAKE TERRACR TP 87.03 STA 10+33.93 BCR! i83 C 86.64 STA 12+72.91 BCR -PCC .1400 G TC 88,62 10 �C 87.79 G 88.12 78.9 0 87,29 STA 11+92.21 ECR -PRC TC 88.20 G 87.70 01-r 65.88 _ TC 87 79 G 87.29 2 14 STA 12+3 .03 EC STA 10+46.95/ECR TP 88.24 � TC 88.42/ TC 87.37 G 86.87 G 87.92 STA 14+83.67/BCR-PRC 4 TC 86.97 STA. 12+37.5 WYNDAM RD.= G 86.47 STA. 13±23.7p ABALONE WAY 208 TP 88.26 i 209 210 UNDERGROUND SERVICE ALERT - A(3 1� O�FORE YoCALL TOLL FREE G C G -� ODLc or O 207 4 STA 12+90.85 ECRJ PRC SCALE 1"=40' �TC 88.61 G 88.11 STA 12+72.63 BCR 3DITC 86.62 4' 88.12 LG O TC 88.69 �3 G 88.19 m 212 211 STA. 12+85.82 TP 88.51 rA 1-800- iWYNDAM 422- 4133 2 WORKING DAYS BEFORE YOU DIG UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER. BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE - RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SIHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. STRUCTURES CONCERNED BEFORE STARTING WORK. ROAD `-' 16 219 W 204 � ^ MSI STA 17+08.17 PCC /> TP 90.70 PROPOSED f R/W 218 3 01 A333.60 ;2 217 =69 13'04" APROPOSED 3A9 ,60 R/W 14 6� 246 MARK REVISIONS APPA. DATE DESIGNED BY: DRAWN BY: CHECKED BY: AA1 i R-365 ' 60 0=690 13 04„ 215 213 APPROVAL RECOMMENDED BY%h� 214 CHECKED BY: zw DATE: ZA_A;�o SEAL COUNTY SEAL Na 33950 or. "o- I* i�CiV4� ._�" y � Z Z5 ', Na 50083 `* Exp.Ofr30.01 CIV11. SCALE: 1" = 40' 0 20 40 80 120 160 APPROVED BY: DATE: Paz?.& FOR NSPORTAT T., RIVERSIDE COUNTY, CALIFORNIA KHALED A. CfTHMAN R.C.E. NO. 33950 EXP. DATE: 6-30-98 PREP9PIEDr8Ys ,100' DATE KEIT CHRISrIANSEN SCALE: AS NOTED R.C.E. NO . 50083 EXP. DATE: 6-30-01 DATE MAY 1997 I_I O 04 CONSTRUCTION NOTES: �1 CONST. 6- P.C. CONC. CURB & GUTTER PER DETAIL 'A' SHT. 1 Q CONST. 4' P.C. CONC. SIDEWALK PER R.C.T.D. STD. NO. 401 �3 CONST. 3' A.G. PVMT. OVER 4' CL. 2 AGG. BASE CONST. 6' WIDE P.C. CONC. CROSS GUTTER & SPANDREL PER R.C.T.D. STD. NO. 209 © CONST. HANDICAP RAMP PER DETAIL 'B' SHT. 1. FlTiw-A O \ �� M DELTA/BEARING RADIUS LEN_/DIST. TANGENT Q 62019'21" 363.10 394.96 219.57 O N45' 13-16"E 13.19 03 78°00'49" 25.00 34.04 20.25 O 18035'07" 316.00 102.50 51.71 O5 2024'20" 1541.00 64.70 32.35 O6 2024'20" 1509.00 63.36 31.68 O 15009'30" 284.00 75.14 37.79 O 100°30'23" 25.00 43.85 30.06 09 9°05'47" 516.00 81.92 41.05 10 77058'15" 25.00 34.02 20.23 11 9044'12" 766.00 130.17 65.24 11041'08" 766.00 156.23 78.39 13 96'00'45" 25.00 41.89 27.77 14 14000'12" 484.00 118.29 59.44 15 N 45° 13 ' 16 " E 50.80 16 63004'59" 395.10 435.01 242.51 1� 68053'51" 379.10 455.86 260.05 18 2024'20" 1525.00 64.03 32.02 19 24052'02" 300.00 130.20 66.14 N 45° 13' 16"E 2.55 21 N 45°13'16"E 48.24 AJA73©H �? CHHW T° Alf SEH EN QIWE G R I N 77-682 COUNTRY CLUB DRIVE, STE F-2 PALM DESERT, CA. 92211 PH: (760) 345-7808 FAX: (760) 345-4727 SEE SHEET 1 NOT COUNTY MAINTAINED ROADS IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA STREET IMPROVEMENT PLANS SHT 11 TRACT NO. 28243 OF 17sHT5 WYNDAM ROAD IN THE SE 1/4 OF SECTION 31, T 4 S, R 7 E, SBM Fm DEL WEBB CALIFORNIA CORP I M.D. Har 9120*XX SCALE 1"=40' SK CREST ROAD 1 1 cr \ 1 70 i68 STA 37+02.06 BCR 13 0- CURB STA 17+66.97 PRC 177 175 174 173 172 169 STA 11 26.58 PRC TC 93.34 37 N TC 90.37 178 STA 17+46.95 BC 176 171 STA. 12+45.43cu SKYCREST RD . = TP 93. 6 G 92.84 167 m G 90.87 BEGIN CURB S A'G STA 15+91.55 EC STA. 15+54.22 KYCREST RD.= STA. 21+64.03 TSA �0��8.36 ECR -PRC 14 q M STA. 10+00 TC 90.4 STA. 10+00 DAF ODIL CIR. TP 93.08 � G 2.87 cv SKYCREST RD.= v G 89.910 2 TP 91.10 WYNDAM RD. 15 179 155.40 TC 91.28 TP 91.39 6 0 DO G 63.36 90.78 _ E + SLE DR. A=9°47'14" R 2706.00 L=462.24 T=231.68 - - - 2 TPRgB.gRY ` T 1 :s - - - cn 4 m °z. _ - h. _ - v ED CC) CC)_ - ?5 fco R72.00 � T� - coLo CD M cn m 1 _6'13 33' Lti2-95 1 - _ TC �3-85 23 24 0 LD rn rn 180 �7 TTA 176.09 ECR - �° � 38 C 91 0 s G %3• u G 90.90 TC 91.28 7 �=4°31'04" R=2738.00 L=215.89 T=108.00 O4 21 STA 12+05.25 ECR PRC 225 20 z �`� STA. 17+95.42 SKYCREST RD . G 90.7B O9 = TC 93 .$"9 120', 20 caw - STA 15+81.61 BCR -PRC ) - g STA 15+00.82 ECR -PRC STA 12+86.19 BCR -RRC STA 10+43.88 BCR -PCC (D m Lu STA. 10+00 ABALONE WAY ` _� G 92. � m 0 � m N 181�4 - _ STA 10+49.33 BCR GC 90.84 192 GC 91.30 GC 92.553 - - GC 92.74 m •m � rn 4' TC 89.86 STA 10+40.70 . STA 10+40.70 c0i STA 21+25.56 BCR PRC STA 36+19.88 ECR m m m o 3 G 89 .36 BEGIN CURB 5TA' G BEGIN f l_1RB STA ' G i98 STA 21+20.53 ECR -PCC N TC 93.12 TC 92.93 0? m m m ca m cD +0 x - - 191 TC 91.74 - TC 91 . 63 TC 93.03 �- G 92 .62 G 92.43 ~ m ~ m �, r 91 24 so G 91 .33 G 92.53 Ifq224 i rn rn i99 u� CURB STA 10+48.45 ECR _ _ m ocu �9 cnmm � co GC 91 .3D _ CURB STA 10+48 . 45 BCR I - m m -jm = TC 91.83 c �� CD m m� i CURB STA 11+10.68 BC = _ = G 91.33 - ", J it J U COJ CD TC 92.15 CURB STA 11+10 , 68 BC / l 226 190 G 91.65 2 TC 92.15 0 1! o 0 0 Q j G 91.65 / 0 182 rt�rn 7 Q� k - / fn 1 ,� In �p- - . ® v 194 CURB STA 1 1+B� . 15 s 196 227 a O TC 92.52 `U �v G 92 . 02 195 p - Q a A AY SEE SHEET 13 a a O DELTA/BEARING RADIUS LEN./DIST. TANGENT {i 17046'16" 25.00 7.75 3.91 7 89008'59" 25.00 38.90 24.63 7 17046'17" 25.00 7.75 3.91 O 93002'23" 25.00 40.60 26.36 O5 18°35'07" 316.00 102.50 51.71 O 2024'20" 1541.00 64.70 32.35 07 84049'29" 38.00 56.26 34.71 8 Q°i2'33" 2738.00 10.00 5.00 g 106°55'16° 25.00 46.65 33.74 10 N 66° 13'10"W 62.23 11 N 78-14'17"E 62.23 Q ' 106°55'15" 25.00 46.65 33.74 13 N 86-41'40`W 160.33 14 86°12'52" 25.00 37.62 23.40 15 2014'19" 2274.00 88.85 44.43 16 15005'25" 76.00 20.02 10.07 1� 115°00'19° 40.00 80.29 62.79 1� 2°24'20" 1509.00 63.36 31.68 19 15°09'30" 284.00 75.14 37.79 N 86-41'40"W 17.10 21 86001'02'° 25.00 37.53 23.32 2� 1039'22" 2738.00 79.14 39.57 23 2005'55" 2242.00 82.12 41.06 93055'32" 25.00 40.98 26.77 2 3012'43" 2258.00 126.58 63.31 6 2030'07" 2722.00 118.86 59.44 2� 1003'34" 2722.00 50.33 25.17 2024'20" 1525.00 64.03 32.02 29 24052'02" 300.00 130.20 66.14 UNDERGROUND SERVICE ALERT WYNDAM ROAD APPROVAL TURNBERRY FORE CALL TOLL FREE SEE SHEET 9 BYE ENDED ISLE DRIVE CONSTRUCTION NOTES: r DAFFODIL / SEE SHEET 7 . 0 1 - Q 0� - O CONST. 6: P.C. CONC . CURB & GUTTER PER DETAIL A SHT . i Oq CONST . 6' WIDE PC CONC . CROSS GUTTER 6 A U ��V SPANDREL PER R.C.T.D. STD. NO. 209 SCALE: 1 4o CIRCLE 40' O CONST. 4" P.C. CONC . SIDEWALK PER R . C . T . D . STD. NO. 401 422- CHECKED BY: SCALE: 1 " = 40 ' � CONST. 3" A.C. PVMT . OVER 4' CL. 2 AGG . BASE ((D CONST . HANDICAP RAMP PER DETAIL "B" SHT . i 4133 SEE PROFILE -12 ABOVE RIGHT 7013 0 20 40 80 120 160 NOT COUNTY MAINTAINED ROADS 2 WORKING DAYS BEFORE YOU DIG DATE: 2�.� 1rF SEAL COUNTY SEAL APPROVBY: DATE: 2 !O 9 IN THE UNINCORPORATED TERRITORY OF UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE �(��7 �}� (i� {� (� �(� (�(� THE COUNTY OF RIVERSIDE, CALIFORNIA ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY $ � l W Q � a ©� Cos c I} ,%-r 11 (f,� IJV � m STREET IMPROVEMENT PLANS 12 OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE FOR PORTATIO ., RIVERSIDE COUNTY, CALIFORNIA �7 SHT. THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE Q A. 0r ` EN (RI N E E B I N @ TRACT 1 V O 28243 THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, V� y f KHALED A. OTHMAN TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- Q _4 $ 6-30-98 77-682 COUNTRY CLUB DRiUE, STE F-2 • oa =. = R.C.E. N0. 33 0 EXP. DATE: PALM DESERT, CA. 92211 �y EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DES OR STRUCTURES NOT NORM SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO 0 SOON '^ 1 `SIiTs RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIESMENT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR si-iDWN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES ti � �� � P By• ATE. E: PH: (760) 345-7808 FAX: (760) 345-4727 SKYCREST ROAD � UE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM NO. 33960 MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE * EXP, d-30�7� * DAFFODIL CIRCLE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING E J'� �Q SRTRUCTURPONES CONCERNEOTO NOTIFY RE STARTIOWNERS NG OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. MARK REVISIONS APPR DATE OF Zvi` grFpCf\fl ITH CHRISTIANSEN SCS: AS NOTED BE�"�= SEE SHEET 1 IN THE SE 1/4 OF SECTION C1, T 4 S, R 7 E, SBM DESIGNED BY. DRAWN BY: CHECKED BY: R.C.E. N0. 50083 EXP. DATE: 6-30-01 DATE: MAY 1997 Fopt DEL WEBB CALIFORNIA CORP W. 0. ND: #P# STREET PLAN SHEET 12 TR 28243 =___ - 1001[0,37]PF: DXF 5012 13 -Aug -97 02:04 PM / 037.1600-20 0 / owl V %/ 176 SEE SHEET 12 SKYCREST ROAD 4' TC 90.4& G 89.9Ct T C 90. SZ ,, - G 09,13-7 178 i PROPOSED R/W 179 0 191 I 190 Ln STA 10+11.49 ECR U' TC 91.40 n G 90.90 STA. 10+00 A ALONE WAY= STA. 17+95.4 SKYCREST RD STA 10+49.33 BCR TC 9.86 G 9.36 11 80.19 vl �_ • m - PROPOSED R/W TC 89.45 G 88.95 1a STA 12+72.63 BCR TC 88.62 G 88.12 STA 12+90.85 ECR -PRC C DELTA/BEARING RADIUS G 1 88.1 207 TC 89. 11 G 88.61 ff _- rTT� �r 81 .05 14 2 15 STA 10+48.47 E \TC 89.45 TC 89.11 TC 89.97 G 8895 . G 89.47 TC 89.87 G 88.61 IG 89.37 1 STA112+72.91 BCR -PCC I STA, 1k+93.54 PCC TC 58.62 If UNDERGROUND SERVICE ALERT ®FORE roCALL TOLL FREE G 1-800 - 422- 4133 2 WORKING DAYS BEFORE YOU DIG T� ofl 4 G 8.12 STA 11+92.21 ECR -PRC 8.20 182 GC 7.70 183 Q// / T! !_. if / WYNDAM ROAD SEE SHEET 11 ABALONE WAY UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMfLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE - RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. STRUCTURES CONCERNED BEFORE STARTING WORK. MARK DESIGNED BY: IN -\, PROPOSED STA. 13+23.75 ABALONE WAY STA. 12+37.58 WYNDAM RD. TP 88.26 210 REVISIONS DRAWN BY: 1 -IATA O DELTA/BEARING RADIUS LEN./DIST. TANGENT a N 450 13'16"E 2.55 a O2 N 45°13'16"E Q 48.24 APPROVAL O3 N 45° 13 ' 16 " E 4 50.80 0 69013'04" 349.60 422.34 241.25 O5 2024'20" 1525.00 64.03 32.02 O6 O7 69°13'04" N 45-13'16"E 333.60 403.01 13.19 230.21 Oe 78°00'49" 25.00 34.04 20.25 ® 18035'07" 316.00 102.50 51.71 10 2024'20" 1541.00 64.70 32.35 1 84049'29" 38.00 56.26 34.71 1 15°05'25" 76.00 20.02 10.07 115°00'19" 40.00 80.29 62.79 14 2024'20" 1509.00 63.36 31.68 1 15°09'30" 284.00 75.14 37.79 �IZ 100°30'23" 25.0030 06 i� 9005'47" 516.00 cn o ru Wl 14000'12" 484.00 o m CU .-+ 1 69013'04" 365.60 441.67 252.29 Q CONST. 6'.' P.C. CONC. CURB & GUTTER PER DETAIL "A' SHT. i O CONST. 4' P_C_ CONC. SIDEWALK PER R.C.T.D_ STD. NO. 401 CONST. 3" A.C. PVMT. OVER 4" CL. 2 AGG. BASE ® CONST. 6' WIDE PC CONC. CROSS GUTTER & SPANDREL PER R.C.T.D. STD. NO. 209 (n © CONST. HANDICAP RAMP PER DETAIL 'B' SHT. i �r Z - CD I 43.85 1 81.92 41.05 . 118.29 59.44 a T=108.89 v �m o0 oa. LOm a Q Q v N APPROVAL U RECOMMENDED 4 BY J G v A=5103'39" R=2464. 00 1 N o L=217.64 i T=108.89 v �m o0 oa. LOm a Q II J F- U 4 �_ - - m v 0 20' 20' m M L C 28 A=90°57'48" N NT OI N L R=25.00 k l' Q " STA . 10+41.34 BrR L=39.69 a __ N T=25.42 cn I 0 TC 94 .89 a=900 57' 47" e N \', e I STA. 10+41.34 ECR R=25. 00 c 94, 913 51 `) GC 4.48 G 94.48\\ 95.33 - STA. 10+00 STA. 28+26 TP rr 186" TP 94.55 CHECKED BY: SCALE: 1"= 40' Lb-A'p, 0 20 40 80 120 160 DATE: ff 7 SEAL COUNTY SEAL APPROVE BY: DATE: O A. OT y�` � FOT I ONk RIVERSIDE COUNTY, CALIFORNIA s y �, ♦► KHALED A. OTHMAN R.C.E. NO.3395,Q EXP. DATE: 6-30-98 No. 33 x� ,06.3 PR ED DATE EXP IV'Awl �'r s' ! SCALE_ AS NOTED 1 �p CIVIL Q�� CHRIST ANSEN APPR. DATE i!F CI►L�F� FaF c %f R.0 NO. 50083 EXP. DATE: 6-30-01 FoAT;7MAY 1997 CHECKED BY: 161 4ATERFALL DR. 35 PINEKNOLL A 160 159 � WATERFALL DRIVE E N 0 1 N E E R I N 0 77-682 COUNTRY CLUB DRIVE, STE F-2 PALM DESERT, CA. 92211 PH: (760) 345-7608 FAX: (760) 345-4727 SEE SHEET 1 NOT COUNTY MAINTAINED ROADS IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA STREET IMPROVEMENT PLANS sw. 13 TRACT NO. 28243 ABALONE WAY of 17sHTS WATERFALL DRIVE IN THE SE 1/4 OF SECTION 31, T 4 S, R 7 E, SBM FOFt DEL WEBB CALIFORNIA CORP M.O. mm 9/2 -XX 41 40 W 147.50 i TC 95.51 95.01 cu / ,I NT m N -(°A)�` k l' Q " STA . 10+41.34 BrR __ N Ln I TC 94 .89 a=900 57' 47" e N \', e I G 94. 93> R=25. 00 i L=39.69 27 T=25.42 16 ' 16 ' 4 �IZ rnrn m + cn o ru Wl _ Cu U FU- U o m CU .-+ a=5° I ° N N R=2464. 00 a c� (D a x x J~ CJS - L=219.83 U)w aQ T=109.99 PINEKNOLL AVENUE SEE SHEET 3 CHECKED BY: SCALE: 1"= 40' Lb-A'p, 0 20 40 80 120 160 DATE: ff 7 SEAL COUNTY SEAL APPROVE BY: DATE: O A. OT y�` � FOT I ONk RIVERSIDE COUNTY, CALIFORNIA s y �, ♦► KHALED A. OTHMAN R.C.E. NO.3395,Q EXP. DATE: 6-30-98 No. 33 x� ,06.3 PR ED DATE EXP IV'Awl �'r s' ! SCALE_ AS NOTED 1 �p CIVIL Q�� CHRIST ANSEN APPR. DATE i!F CI►L�F� FaF c %f R.0 NO. 50083 EXP. DATE: 6-30-01 FoAT;7MAY 1997 CHECKED BY: 161 4ATERFALL DR. 35 PINEKNOLL A 160 159 � WATERFALL DRIVE E N 0 1 N E E R I N 0 77-682 COUNTRY CLUB DRIVE, STE F-2 PALM DESERT, CA. 92211 PH: (760) 345-7608 FAX: (760) 345-4727 SEE SHEET 1 NOT COUNTY MAINTAINED ROADS IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA STREET IMPROVEMENT PLANS sw. 13 TRACT NO. 28243 ABALONE WAY of 17sHTS WATERFALL DRIVE IN THE SE 1/4 OF SECTION 31, T 4 S, R 7 E, SBM FOFt DEL WEBB CALIFORNIA CORP M.O. mm 9/2 -XX 10+00 4' X 8' X t' DEEP SOIL CEMENT SLOPE PROTECTION C�'qp� STA 10+00 INSTALL. - - W24" FLARED END pq BEGIN 24"-l-' C.R.P. SD CONSTRUCT 18 C.P.P. STORM DRAIN 19 STA 12+10.47 SD= STA 21+61.90 C/L CB NO 1 STA 11+00 0100=/4,40 W=& INSTALL: BEGIN 18" C.P.P. SD (1) 24"X 22 1120 EL STA 12+07.46 END 24" C.P.P. SD 'N 84-30�51"W 107.46 PINEKNOLL AVE. SEE SHEET 2 z� H a� z Q- DLA w-. w w cn ~ CL PRO OS D 6" WATER MAIN a 3 0100 N 720 52 ' 48"W 33.03 tQ10 *6. z- CONSTRUCT 24" C.P.P. ; STORM DRAIN UNDERGROUND SERVICE ALERT ORE r CALL TOLL FREE 1-800- , 9 9 422- 1 LINE 4133 2 WORKING DAYS BEFORE YOU DIG UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE— RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SH04WN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT— PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. STRUCTURES CONCERNED BEFORE STARTING WORK. 3TA 12+43.50 SD= BAN21+53.70 C/L 150 ND 18" C.P.P.SD 8 L6 4.� 16 4 0 CU Cll 11 CU r, s, ry Cu J J Q Q 1 0 MARK REVISIONS APPR. DATE w DRAWN BY: CHECKED BY: 0 cn SCALE:- AS N 11 T ED w o. . 50083 EXP. DATE. cn DATE A( C7 19 SEE SHEET 1 o o O ao Q J a c Q 0100 N 720 52 ' 48"W 33.03 tQ10 *6. z- CONSTRUCT 24" C.P.P. ; STORM DRAIN UNDERGROUND SERVICE ALERT ORE r CALL TOLL FREE 1-800- , 9 9 422- 1 LINE 4133 2 WORKING DAYS BEFORE YOU DIG UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE— RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SH04WN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT— PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. STRUCTURES CONCERNED BEFORE STARTING WORK. 3TA 12+43.50 SD= BAN21+53.70 C/L 150 ND 18" C.P.P.SD 8 L6 4.� 16 4 CONSTRUCTION NOTES: 0 CONSTRUCT CATCH BASIN PER RIV. CO. STD. DWG. 300 W/MODIFIED CURB DEPRESSION AS SHOWN ON SIT. /. CONSTRUCT 18' CORRUGATED POLYETHELENE PIPE (CPP), SMOOTH INTERIOR, ADS N-12 OR EQUAL. CONSTRUCT 24" CORRUGATED POLYETHELENE PIPE (CPP), SMOOTH INTERIOR, ADS N-12 OR EQUAL. 13 CONSTRUCT 24' FLARED END, ADS N-12 OR EQUAL. CONSTRUCT 24" X 22 1/2° BEND, ADS N-12 OR EQUAL. {� CONSTRUCT 24" X 450 BEND, ADS N-12 OR EQUAL. 0 CU Cll 11 p r, s, 6-30-98 w J J Q Q 1 MARK REVISIONS APPR. DATE DESIGNED BY: DRAWN BY: CHECKED BY: CONSTRUCTION NOTES: 0 CONSTRUCT CATCH BASIN PER RIV. CO. STD. DWG. 300 W/MODIFIED CURB DEPRESSION AS SHOWN ON SIT. /. CONSTRUCT 18' CORRUGATED POLYETHELENE PIPE (CPP), SMOOTH INTERIOR, ADS N-12 OR EQUAL. CONSTRUCT 24" CORRUGATED POLYETHELENE PIPE (CPP), SMOOTH INTERIOR, ADS N-12 OR EQUAL. 13 CONSTRUCT 24' FLARED END, ADS N-12 OR EQUAL. CONSTRUCT 24" X 22 1/2° BEND, ADS N-12 OR EQUAL. {� CONSTRUCT 24" X 450 BEND, ADS N-12 OR EQUAL. APPROVAL RECOMMENDED BY�r_ L CHECKED BY: DATE:2' nz SEAL COUNTY SEAL 8 I FE �.� O�° N_cx Q��o Ty� y y� O a N0.5m m Y Z No. 33950 °C Dq W-Xa01 * EXP. 6-30-d1 CIV1� O�i►`r �gT� oCiVi�`P CR1-oF C A 0 CU Cll 11 p r, s, 6-30-98 w J J Q Q 1 U) APPROVAL RECOMMENDED BY�r_ L CHECKED BY: DATE:2' nz SEAL COUNTY SEAL 8 I FE �.� O�° N_cx Q��o Ty� y y� O a N0.5m m Y Z No. 33950 °C Dq W-Xa01 * EXP. 6-30-d1 CIV1� O�i►`r �gT� oCiVi�`P CR1-oF C A CONSTRUCT 24" C.P.P. STORM DRAIN CONSTRUCT 18" C.P.P. STORM DRAIN O 30 ��o z�lz 4' X 8' X 1' DEEP SOIL CEMENT SLOPE PROTECTION SCALE: 1" = 20` 0 10 20 40 60 80 APPROV BY: DATE: AZ/ I? FOR A PORTATIO RIVERSIDE COUNTY CALIFORNIA LINE 'B" WN arlc0IM E� CHR�,RS7�QN�tIEN KH ED A. 0 d E N 0 1 N E E R 1 H 0 r� 33950 EXP. DATE: 6-30-98 77-682 COUNTRY CLUB DRIUE, STE F-2 PALM DESERT, CA. 92211 PE 1 PH: (760) 345-7808 FAX: (760) 345-4727 H HRISTIAN EN SCALE:- AS N 11 T ED BSC- R.C.E. NO . 50083 EXP. DATE. �� DATE A( C7 19 SEE SHEET 1 v O J CONSTRUCT 24" C.P.P. STORM DRAIN CONSTRUCT 18" C.P.P. STORM DRAIN O 30 ��o z�lz 4' X 8' X 1' DEEP SOIL CEMENT SLOPE PROTECTION SCALE: 1" = 20` 0 10 20 40 60 80 APPROV BY: DATE: AZ/ I? FOR A PORTATIO RIVERSIDE COUNTY CALIFORNIA LINE 'B" WN arlc0IM E� CHR�,RS7�QN�tIEN KH ED A. OT MAN d E N 0 1 N E E R 1 H 0 R.C.E. NO. 33950 EXP. DATE: 6-30-98 77-682 COUNTRY CLUB DRIUE, STE F-2 PALM DESERT, CA. 92211 PE BY: DATE: PH: (760) 345-7808 FAX: (760) 345-4727 H HRISTIAN EN SCALE:- AS N 11 T ED BSC- R.C.E. NO . 50083 EXP. DATE. 6-30-01 DATE A( C7 19 SEE SHEET 1 PINEKNOLL AVE. SEE SHEET 2 C/L CB NO 4 0100=5.5 W=4' END 18" C.P.P. SO 120 NOT COUNTY MAINTAINED ROADS IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA STORM DRAIN PLANS sHT 14 TRACT NO. 28243 LIN E " A" of 17sms LINE " B" IN THE SE 114 OF SECTION 31, T 4 S, R 7 E, SBM FDft DEL WEBB CALIFORNIA CORP W.O. w 9/211wxx 231 11+50 TURNBERRY ISLE DR. SEE SHEET 7 4' X 8' X V DEEP SOIL CEMENT SLOPE PROTECTION STA 11+17.99 SD= STA 31+26.22 C/L C/L CR NO 5 45 0100=3.0do W=7' BEGIN 18' C.P.P.SD STA 11+15 END 18" C.P.P. SD = STA 10+00 INSTALL: (1) 18" FLARE END BEGIN 18" C.P.P. SD ;4j 'TL 57�f O AkJ 6A5E M& -4J -r 47042'03"E 8 4 --- 115.00 N 33052'37"E — 32.94 d �GAADE TO _ DRAIN �m f 6' g CONSTRUCT 189) C.P.P. NORM DRAIN 232 20 0 STA 11+50.93 SD= 4 STA 31+16.40 C/L �6 C/L CRE NO 6 16 QIOG=5.CYo W=7' 4 END 18" C.P.P.SD 46 UNDERGROUND SERVICE ALERT O�FORE Y'oCALL TOLL FREE 9 9 9 ? 1-800- LINE C 422- 4133 2 WORKING DAYS BEFORE YOU DIG UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARIMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE - RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUDE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. STRUCTURES CONCERNED BEFORE STARTING WORK. MARK DESIGNED BY: CONSTRUCTION NOTES: O CONSTRUCT CATCH BASIN PER RIV. CO. STD. DWG. 300 W/MODIFIED CURB DEPRESSION AS SHOWN ON OW7- /. CONSTRUCT 18" CORRUGATED POLYETHELENE PIPE (CPP), SMOOTH INTERIOR, ADS N-12 OR EQUAL. 11 CONSTRUCT 36" CORRUGATED POLYETHELENE PIPE (CPP), SMOOTH INTERIOR, ADS N-12 OR EQUAL. 1 CONSTRUCT 18" FLARED END, ADS N-12 OR EQUAL. 15 CONSTRUCT 36" FLARED END SECTION, ADS N-12 OR EQUAL REVISIONS DRAWN BY: APPR. DATE CHECKED BY: CONSTRUCT 36" C.P.P. STORM DRAIN 258 1 1 W z �'�` L A DATE: H 0.4 Q4�FE3 GHR�r F Q Y� Z No. 33950 C'D �� Z E3 w No. 50083. m " m EXP, 6-W t CC Exp. 06-30-01 E -o '"-0 o CU r z Emo - Q= H w w Q W O THE COUNTY OF RIVERSIDE, CALIFORNIA w cn ¢ STORMr -r- 4� 15 w= FOR R PORTATIO DEPT., RIVERSIDE COUNTY, CALIFORNIA �i a U�t I Q > = 3 EMOPHEERINQ m F aD 77-682 COUNTRY PALM DESERT, CA. O p 1 R �/ " C" w w PH: (760) 345-7808 cn cn ; LINE a P E Y: DATE: a LINE " F" 0 0` SCALE: AS NOTED a IN THE SE 114 OF SECTION 31, T 4 S, R 7 E, SBM a ITH CHRI TIANSEN 0 \ 4' X 8' X V DEEP SOIL CEMENT SLOPE PROTECTION STA 11+17.99 SD= STA 31+26.22 C/L C/L CR NO 5 45 0100=3.0do W=7' BEGIN 18' C.P.P.SD STA 11+15 END 18" C.P.P. SD = STA 10+00 INSTALL: (1) 18" FLARE END BEGIN 18" C.P.P. SD ;4j 'TL 57�f O AkJ 6A5E M& -4J -r 47042'03"E 8 4 --- 115.00 N 33052'37"E — 32.94 d �GAADE TO _ DRAIN �m f 6' g CONSTRUCT 189) C.P.P. NORM DRAIN 232 20 0 STA 11+50.93 SD= 4 STA 31+16.40 C/L �6 C/L CRE NO 6 16 QIOG=5.CYo W=7' 4 END 18" C.P.P.SD 46 UNDERGROUND SERVICE ALERT O�FORE Y'oCALL TOLL FREE 9 9 9 ? 1-800- LINE C 422- 4133 2 WORKING DAYS BEFORE YOU DIG UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARIMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE - RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUDE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. STRUCTURES CONCERNED BEFORE STARTING WORK. MARK DESIGNED BY: CONSTRUCTION NOTES: O CONSTRUCT CATCH BASIN PER RIV. CO. STD. DWG. 300 W/MODIFIED CURB DEPRESSION AS SHOWN ON OW7- /. CONSTRUCT 18" CORRUGATED POLYETHELENE PIPE (CPP), SMOOTH INTERIOR, ADS N-12 OR EQUAL. 11 CONSTRUCT 36" CORRUGATED POLYETHELENE PIPE (CPP), SMOOTH INTERIOR, ADS N-12 OR EQUAL. 1 CONSTRUCT 18" FLARED END, ADS N-12 OR EQUAL. 15 CONSTRUCT 36" FLARED END SECTION, ADS N-12 OR EQUAL REVISIONS DRAWN BY: APPR. DATE CHECKED BY: CONSTRUCT 36" C.P.P. STORM DRAIN 258 1 1 ^I W W APPROVAL Q� RECOMMENDED BYa W �'�` L A DATE: SEAL COUNTY 0.4 Q4�FE3 GHR�r F COUNTY MAINTAINED ROADS Y� Z No. 33950 C'D �� Z E3 w No. 50083. m " m EXP, 6-W t CC Exp. 06-30-01 E -o '"-0 o CU r Emo - _ IN w APPROVE BY: DATE:- ®� g W O THE COUNTY OF RIVERSIDE, CALIFORNIA a U U3 • STORMr -r- 4� 15 SHT. 15 FOR R PORTATIO DEPT., RIVERSIDE COUNTY, CALIFORNIA �i TRACT ^I W W APPROVAL Q� RECOMMENDED BYa N 89032'02"E 562.50 LINE " F" OPEN SPACE) 4+ X 8' X i' DEEP SOIL CEMENT SLOPE PROTECTION J DRAIN SCALE: 1" = 20' rCHECKED BY: �'�` L A DATE: SEAL COUNTY SEAL Q4�FE3 GHR�r F COUNTY MAINTAINED ROADS Y� Z No. 33950 C'D �� Z E3 w No. 50083. m " m EXP, 6-W t CC Exp. 06-30-01 '�F crvr�- off` OF CA�-�� CIV_ N 89032'02"E 562.50 LINE " F" OPEN SPACE) 4+ X 8' X i' DEEP SOIL CEMENT SLOPE PROTECTION J DRAIN SCALE: 1" = 20' NOT COUNTY MAINTAINED ROADS 0 ;0 20 40 60 80 IN THE UNINCORPORATED TERRITORY OF APPROVE BY: DATE:- ®� g THE COUNTY OF RIVERSIDE, CALIFORNIA STORMr -r- 4� 15 SHT. 15 FOR R PORTATIO DEPT., RIVERSIDE COUNTY, CALIFORNIA TRACT �ORA/AI n C��T 1� O. 28243 EMOPHEERINQ KHALED A. OTHMAN R.C.E. NO . 33950 EXP. DATE: 6-3,9-98_ 77-682 COUNTRY PALM DESERT, CA. CLUB DRIUE, STE F-2 92211 1 R �/ " C" �y 1 / SHTS PH: (760) 345-7808 FAX: (760) 345-4727 LINE of P E Y: DATE: LINE " F" SCALE: AS NOTED eENCHKAM: IN THE SE 114 OF SECTION 31, T 4 S, R 7 E, SBM ITH CHRI TIANSEN SEE SHEET 1 AUG 1997 FDR DEL WEBB CALIFORNIA CORP M_o_ NDS R.C. . NO. 50083 EXP. DATE. 6-30-01 DATE #P#STREET PLAN SHT 15 STORM DRAIN PLAN - 1001[0,37]PF: DXF 5015 04 -Sep -97 03:12 PM / 037.1600-20 9/2 -XX a 239 1 -2-4-0- 241 40 241 TURNBERRY ISLE DR. SEE SHEET 6 250 ADAMS STREET SEE TRACT NO. 27090 STREET IMPROVEMENT PLANS 44. 1 CONSTRUCT 30" C.P. STORM DR 44 56 STA 12+55.55 SD= STA 24+97.28 C/L C/L CB NO 7 0100=05.& W=10' BEGIN 30" C.P.P.SD N 73017'44"W 157.55 cn CTi v WPEN c zM* � STA 10+9 INSTALL: (1) 30"X 11 1/4° EL / \STA 12+52.55 Q100=47./ 10 ya R, END 30" C.P.P.SD �Op,10 N 62000'30"E +� 46.74 - y0 O ` c*eVA72_7- 67?�veiy 4-.;I�A1 O 57 , 6 8 STA 13+02.29 SD= STA 20 C/L CB+NO�8g C/L 253 20 0100=23.60 W=10' 16 16, BEGI=N 30" C.P.P.SD 4 UNDERGROUND SERVICE ALERT e�FORE r CALL TOLL FREE U 1-800- 422- I LINE 4133 2 WORKING DAYS BEFORE YOU DIG UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER,, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE - RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS .PROJECT, EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE U71LITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. STRUCTURES CONCERNED BEFORE STARTING WORK. so � N' 6jo 19 ' 7 "W SD y5. 00 11' 21, z - ti 3 10 2 v N 2 c0 ti �► a 4eVI' L-Ae :O" Sl5e /44 0F17 MARK REVISIONS DESIGNED BY: DRAWN BY: APPR. DATE CHECKED BY: STA 10+00 INSTALL: (1) 30 " FLARED END BEGIN 30" C.P.P.SD t ,.. To DR4 IN 260 WINE"H SpQ C M 4' x 8' x i' DEEP SOIL CEMENT SLOPE PROTECTION APPROVAL RECOMMENDED BY CHECKED BY: ad DATE: `T r/jB SEAL COUNTY I SEAL ID A 0TH v No. 33950 EXP. 0-30-9 C a f V1 �v N&50003 E 06 *�� CiVt4 0� \T�OF C A CONSTRUCTION NOTES: O CONSTRUCT CATCH BASIN PER RIV. CO. STD. DWG. 300 W/MODIFIED CURB DEPRESSION AS SHOWN ON SHT. 1. so CONSTRUCT 30- CORRUGATED POLYETHELENE PIPE (CPP), SMOOTH INTERIOR, ADS N-12 OR EQUAL. 14 CONSTRUCT 30" FLARED END, ADS N-12 OR EQUAL. 18 CONSTRUCT 30" X It 1/40 BEND, ADS OR EQUAL. r_. 0 SCALE: 1" = 20' O m o U3f 40 60 80 250 ADAMS STREET SEE TRACT NO. 27090 STREET IMPROVEMENT PLANS 44. 1 CONSTRUCT 30" C.P. STORM DR 44 56 STA 12+55.55 SD= STA 24+97.28 C/L C/L CB NO 7 0100=05.& W=10' BEGIN 30" C.P.P.SD N 73017'44"W 157.55 cn CTi v WPEN c zM* � STA 10+9 INSTALL: (1) 30"X 11 1/4° EL / \STA 12+52.55 Q100=47./ 10 ya R, END 30" C.P.P.SD �Op,10 N 62000'30"E +� 46.74 - y0 O ` c*eVA72_7- 67?�veiy 4-.;I�A1 O 57 , 6 8 STA 13+02.29 SD= STA 20 C/L CB+NO�8g C/L 253 20 0100=23.60 W=10' 16 16, BEGI=N 30" C.P.P.SD 4 UNDERGROUND SERVICE ALERT e�FORE r CALL TOLL FREE U 1-800- 422- I LINE 4133 2 WORKING DAYS BEFORE YOU DIG UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER,, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE - RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS .PROJECT, EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE U71LITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. STRUCTURES CONCERNED BEFORE STARTING WORK. so � N' 6jo 19 ' 7 "W SD y5. 00 11' 21, z - ti 3 10 2 v N 2 c0 ti �► a 4eVI' L-Ae :O" Sl5e /44 0F17 MARK REVISIONS DESIGNED BY: DRAWN BY: APPR. DATE CHECKED BY: STA 10+00 INSTALL: (1) 30 " FLARED END BEGIN 30" C.P.P.SD t ,.. To DR4 IN 260 WINE"H SpQ C M 4' x 8' x i' DEEP SOIL CEMENT SLOPE PROTECTION APPROVAL RECOMMENDED BY CHECKED BY: ad DATE: `T r/jB SEAL COUNTY I SEAL ID A 0TH v No. 33950 EXP. 0-30-9 C a f V1 �v N&50003 E 06 *�� CiVt4 0� \T�OF C A CONSTRUCTION NOTES: O CONSTRUCT CATCH BASIN PER RIV. CO. STD. DWG. 300 W/MODIFIED CURB DEPRESSION AS SHOWN ON SHT. 1. so CONSTRUCT 30- CORRUGATED POLYETHELENE PIPE (CPP), SMOOTH INTERIOR, ADS N-12 OR EQUAL. 14 CONSTRUCT 30" FLARED END, ADS N-12 OR EQUAL. 18 CONSTRUCT 30" X It 1/40 BEND, ADS OR EQUAL. r_. 0 SCALE: 1" = 20' m U3f 40 60 80 m D x -_4 m rn DATE: /a 9 D z _Z 250 ADAMS STREET SEE TRACT NO. 27090 STREET IMPROVEMENT PLANS 44. 1 CONSTRUCT 30" C.P. STORM DR 44 56 STA 12+55.55 SD= STA 24+97.28 C/L C/L CB NO 7 0100=05.& W=10' BEGIN 30" C.P.P.SD N 73017'44"W 157.55 cn CTi v WPEN c zM* � STA 10+9 INSTALL: (1) 30"X 11 1/4° EL / \STA 12+52.55 Q100=47./ 10 ya R, END 30" C.P.P.SD �Op,10 N 62000'30"E +� 46.74 - y0 O ` c*eVA72_7- 67?�veiy 4-.;I�A1 O 57 , 6 8 STA 13+02.29 SD= STA 20 C/L CB+NO�8g C/L 253 20 0100=23.60 W=10' 16 16, BEGI=N 30" C.P.P.SD 4 UNDERGROUND SERVICE ALERT e�FORE r CALL TOLL FREE U 1-800- 422- I LINE 4133 2 WORKING DAYS BEFORE YOU DIG UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER,, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE - RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS .PROJECT, EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE U71LITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. STRUCTURES CONCERNED BEFORE STARTING WORK. so � N' 6jo 19 ' 7 "W SD y5. 00 11' 21, z - ti 3 10 2 v N 2 c0 ti �► a 4eVI' L-Ae :O" Sl5e /44 0F17 MARK REVISIONS DESIGNED BY: DRAWN BY: APPR. DATE CHECKED BY: STA 10+00 INSTALL: (1) 30 " FLARED END BEGIN 30" C.P.P.SD t ,.. To DR4 IN 260 WINE"H SpQ C M 4' x 8' x i' DEEP SOIL CEMENT SLOPE PROTECTION APPROVAL RECOMMENDED BY CHECKED BY: ad DATE: `T r/jB SEAL COUNTY I SEAL ID A 0TH v No. 33950 EXP. 0-30-9 C a f V1 �v N&50003 E 06 *�� CiVt4 0� \T�OF C A CONSTRUCTION NOTES: O CONSTRUCT CATCH BASIN PER RIV. CO. STD. DWG. 300 W/MODIFIED CURB DEPRESSION AS SHOWN ON SHT. 1. so CONSTRUCT 30- CORRUGATED POLYETHELENE PIPE (CPP), SMOOTH INTERIOR, ADS N-12 OR EQUAL. 14 CONSTRUCT 30" FLARED END, ADS N-12 OR EQUAL. 18 CONSTRUCT 30" X It 1/40 BEND, ADS OR EQUAL. NOT COU TY MAINTAINED ROADS IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA STORM DRAIN PLANS SHT _ 16 TRACT NO. 28243 LINE " D" of 17 sHTs IN THE SE 1/4 OF SECTION 31, T 4 S, R 7 E, SBM FoR: DEL WEBB CALIFORNIA CORP K.O. Na 9/2 -XX SCALE: 1" = 20' 40 60 80 0 10 20 APPROV BY: DATE: /a 9 FOR kM4SPORTATI96 DEiliT., RIVERSIDE COUNTY, CALIFORNIA 0 MAN ' ( I HR.C. NO R.C.E. N0. 33950 EXP. DATE: 6-30-98 77-682 COUNTRY CLUB DRIVE, STE F-2 PALM DESERT, CA. 92211 P BY: DATE. PH: (760) 345-7808 FAX: (760) 345-4727 ITH CHRISTIANSEN SCALE: AS NOTED = SEE SHEET 1 R . C. E. NO. 50083 EXP. DATE: 6-30-01 DAT. AUG 1997 NOT COU TY MAINTAINED ROADS IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA STORM DRAIN PLANS SHT _ 16 TRACT NO. 28243 LINE " D" of 17 sHTs IN THE SE 1/4 OF SECTION 31, T 4 S, R 7 E, SBM FoR: DEL WEBB CALIFORNIA CORP K.O. Na 9/2 -XX STA 15+93.97 SD= STA. 19+32 C/L CB NO 8 0100=25.0 W=10' BEGIN 30" C.P.P.SD INV. 80.08 N=2225891.8824 E=6550830.2192 139 �1 6 r� '�►,L 8 16 TURNBERRY ISLE DR. SEE SHEET 6 64 ti STA 15+49.35 SD= STA. 19+61 C/L C/L CB NO 7 4100=25.0 W=10' BEGIN 30" C.P..P.SD INV. 79.63 N=2225894.7727 E=6550874.7475 STA 15+.gIGr. 65 4 c,3 END 3'0" C.P.P.SD INV. 79.13 N=2225892.9010 E=6550877.0921 62 A s 10 V1 s w Ac �a K ��y jaw 22 57A, 14.0- 55.0 / UNDERGROUND SERVICE ALERT FORECALL TOLL FREE LINE 1-800 9 9 227- TR SPORTAT DEPT., RIVERSIDE COUNTY, CALIFORNIA' 2600 2 WORKING DAYS BEFORE YOU DIG sHT. 1 6 A I", UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED B°Y THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE - RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWIN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHDWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. STRUCTURES CONCERNED BEFORE STARTING WORK. MWA ADAMS STREET SEE TRACT NO. 27090 STREET IMPROVEMENT PLANS ai MARK REVISIONS DESIGNED BY: QAC DRAWN BY: KAC ^P 32 12, APPR. DATE CHECKED BY: AA C STA. 13+87.17 SD = STA. 73+13.13 ADAMS S ADAMS ST. CL INT. W/ N=2225796.3749 E=6550998.0027 STA 13+40.17 INSTALL: (1) 30"X 4WEL INV. 72.92 N=2225767.0477 E=6551034.7386 APPROVAL RECOMMENDED BY: CHECKED BY: DATE: SEAL COUNTY OTy� y ac No. 33950 a * EXP. 6-30 Cj111L a't'�� SEAL� QPpr=tsslp� ��Q�O � :mw Hi2W NO OF cA1 CONSTRUCT 30" C.P.P. STORM DRAIN 254 N �j un 1\ STA. 10+00 INSTALL: (1) 30 " FLARED END BEGIN 30" C.P.P. SD INV. 71.97 N=2225763.1362 E=6551374.8831 4' x 8' x 1' DEEP SOIL - CEMENT SLOPE PROTECTION 1 255 GA P� A AZN 1OPE11 SPACE) CONSTRUCTION NOTES; 0 CONSTRUCT CATCH BASIN PER RIV. CO. STD. DWG. 300 W/MODIFIED CURB DEPRESSION AS SHOWN ON SHT. 1. so CONSTRUCT 30" CORRUGATED POLYETHELENE PIPE (CPP), SMOOTH INTERIOR, ADS N-12 OR EQUAL. ® 02 s o cxcc,o �vao3 �C ``w 14 CONSTRUCT 30 " FLARED END, ADS N-12 OR EQUAL . SCALE: 1" = 20' 23 cosrs7 �'� .2c� z2soo21 �� CONSTRUCT 30 X 22 1/2o BEND, ADS OR EQUAL. 0 10 20 40 60 80 NOT COUNTY MAINTAINED ROADS APPRO D BY: DATE: '7/Z T/ 9 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA MWLa7�(n K � CSM_ MR 0 Y0QNK FCf � STORM DRAIN PLANS FOR TR SPORTAT DEPT., RIVERSIDE COUNTY, CALIFORNIA' sHT. 1 6 A I", I K ED A. 0THMAN 6-30-98 77-682 COUNTRY CLUB DRIUE, STE F-2 TRACT N O. 28243 33950 R.C.E. N0. 33950 EXP. DATE: PREP BY: TE: PALM DESERT, CA, 92211 PH: (760) 345-7808 FAX: (760) 345-4727 >> >> of 17 SHTS LINE D SCALE_ AS NOTED IN SEE SHEET 1 BENCHMARK: IN THE SE 1/4 OF SECTION 31, T 4 S, R 7 E. SBM IT HRISTIA R.C.E. NO . 50083 EXP. DATE: 6-30-01 DATE: AUG 1997 Fort DEL WEBB CALIFORNIA CORP rr.0. ND: 9142-)(x 113 STA 18+84.96 SD= STA 1 +92.99 C/L g C/L CB NO 10 0100=16.75 W=7' L -A,0330" C.P.P.Sq ,�PAOP 8 wA TEA MA I 18+50 7TACA/Ze,eey 454E �- ��•a►MS ST iE.T SEE �E.T S' SEE '7�. 2�„X� Fa7�+itc;R✓7' !M�'Id�iy�/7' � o 77"T COI�STR 30" C.P.P. O §DRAI Q N 27049'40"W Q i0 0 45.13 Q 78 O STA 18+36.82 t END 36" C.P.P'.SD 1 EaMr7- PROP zxea..vco SEWER SCALE.- 1" = 20' 0 10 20 40 60 80 21'0 APPROVE 3 DATE: Z a tr,! STA 18+39.82 Sp= STA 12+61.16 C/L W 2© Q RIVERSIDE COUNTY, CALIFORNIA C/L CB NO KHALED A. cj m 0100=16.75` W=7' Q100 pp3 R.C.E. NO. 33220 �o 30" C.P.P.SD CLUB DRIUE, STE F-2 4- Q o a _ o: Q 100 a a e 16� 2p ?6 2p 4 UNDERGROUND SERVICE ALERT FORE Y�CALL TOLL FREE G VA 1-800- 422- 4133 2 WORKING DAYS BEFORE YOU DIG UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDIN6 WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES 01R STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PIRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- OR'S RESPONSIBILITY TO NOTIFY THE 'OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. T 79,;. 80 PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIRE- MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. STA 16+36.51 EC A'250 4p `= Lfi11 057'46#1 nR� 34.01 T=37.28 MARK REVISIONS APPR. DATE DESIGNEO BY: DRAWN BY: CHECKED BY: CONSTRUCTION NOTES: (� CONSTRUCT CATCH BASIN PER RIV. CO. STD. DWG. 300 W/MODIFIED CURB DEPRESSION AS SHOWN ON SHT. 1. 10 CONSTRUCT 30" CORRUGATED POLYETHELENE PIPE (CPP), SMOOTH INTERIOR, ADS N-12 OR EQUAL. is CONSTRUCT 36" CORRUGATED POLTETHELENE PIPE (CPP), SMOOTH INTERIOR, ADS N-12 OR EQUAL. 19 CONSTRUCT 60" MANHOLE, ADS OR EQUAL. 7— CONSTRUCT 36" STA 15+62.50 APPROVAL RECOMMENDED BY- /� Or CHECKED BY- DATE: Z" SEAL COUNTY SEAL pFESSlQ4; A pT n N0.50083 m Nc 33950 s rn Exp. 0&3D-01 C�V1�- l� �TF�F CAL�F�Q� 258 C.P.P. STORM DRAIN N 89041-'12-"E 5-62.50 257 221.93 LINE ➢9 F99 0100=46.34 340.57. Q�oDoDa�� o �3T QT0(DlR 0 fU w J U cn NOT COUNTY MAINTAINED ROADS IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA STORM DRAIN PLANS 17 TRACT NO. 28243 LINE " F" of 17Si TS IN THE SE 1/4 OF SECTION 31, T 4 S, R 7 E, SBM Fm DEL WEBB CALIFORNIA CORP I W.O. Rm 9120*XX SCALE.- 1" = 20' 0 10 20 40 60 80 APPROVE BY' DATE: Z a 1lV A71S®tJ�.J C° Cff1 MISTLL=, HISEIJ\J. FOR A ORTATION E RIVERSIDE COUNTY, CALIFORNIA KHALED A. OT AN E9� I Irk E E R I h 9 R.C.E. NO. 33220 EXP, DATE: 6-3 -9 77-682 COUNTRY CLUB DRIUE, STE F-2 PALM DESERT, CA. 92211 PREPA Y: DATE: PH: (760) 345-7808 FAX: (760) 345-4727 ITH HRISTIANSEN SCALE- AS NOTED BENCHMN c_ SEE SHEET 1 R. C. E. NO. 50083 EXP. DATE: 6-30-01 DATE: AUG 1997 0100=46.34 340.57. Q�oDoDa�� o �3T QT0(DlR 0 fU w J U cn NOT COUNTY MAINTAINED ROADS IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA STORM DRAIN PLANS 17 TRACT NO. 28243 LINE " F" of 17Si TS IN THE SE 1/4 OF SECTION 31, T 4 S, R 7 E, SBM Fm DEL WEBB CALIFORNIA CORP I W.O. Rm 9120*XX