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913t_sppr N .1 li Al Y A .1.1 LHlil N.T.S. SEC. 28 !E 29, TloS., rP.'aE., S.6•M • LEGEND IN THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY. STATE OF CALIFORNIA STREET IMPR 0 VEMENT PLANS EAGLE LINKS GOLF CLUB I I\ I� I li I o Ij I - 1♦ IT DEVELOPER: 't EAGLE LINKS I , - - ♦ ♦ I ` !♦ ♦ I I I 75-401 PAINTED DESERT - Z - ♦ I INDIAN WELLS, CALIFORNIA 92210 SH8 SHEET 7 ♦ l (619) 340-5375 ♦ II l Froraoe�v aC A4✓EslE.t t^r AC A:tAVWVVCA T ,=71-rc1,¢E C IArA5 * a417 -AEW -- -- elaA/r of ALY A WPMe7Y 41A. E ,Q/ALI ,QiGf-fr OF i✓Axy o 0 49 E.P EOGE of �4W��-T ui �- � 0 I- TP w -a W cc CONSTRUCTION NOTES AND ESTIMATE OFUANTITIES z Q Z O CONSTRUCT 0.33' A.C. OVER 0.5' A.B. CLASS 11 (MIN.) /27\ �M,gufF&rIOVAL 17075V C & ASPHALTIC EMULSION va-mvJ � Cn ® CONSTRUCT 0.5' A.B. CLASS 11 (MIN.) 14500 SF CONSTRUCT 36" STOP SIGN; 12" STOP BAR, 8' STOP LEGEN'D_2 EA O cavy -r C"ss 2 MCA a ��e ® CONSTRUCT STREET NAME SIGN PER RlV. CO. STD. 816 2 EA EXCAVATION Cc./-'.• 02100 cy 2400 c y R/w R1w //o, 1.0 rrA! E rI•�! 12 Si ,a I It' rt' frit• 1 MILK � ALR w C AIMEN EWI IANNAN U r1E1�lil�� I f#"pwr cum 1 Cwm r +I i Cc" .4t w6folu T cbm suw MSE CO&NM CUASfO OSP PIrnTEO rINMw CoLmm D CVW~Y SUMA~ com~mv lIimmM1F ,=_4JT-UA9E TYPICAL SECTION HARRISON STREET 60th AVENUE NEW ALIGNMENT "7T 5 T.Z= 8.0 L Ivw I +t/w 78' I r 56' NMI 'k 34 AWMI! S 6 10' 12' 12 12' 1O' 6' 5' .. s1�...rrs Pointed MtOion O.9J6'/fC�015�b s1t•w+� j� rE71 FOOT A.0 PAVEMENT �' a % FER FOOT I SLOW Icum_2% ( I t I- 'swrE t� C`' ♦ I ♦ 1 ♦/ / ' I I I II i 1 I I� ji I I I� t III I I� it 1 I 16- 1 �I I � 1 v � 1 T' II 1 LLI I I 11 UJ I - - w 1 � I INDEX MAP BASE OOURSE OIWP4CTED SUBGRADE SCALE: 1 = 500 /=./Tues TYPICAL SECTION BASIS OF BEARING Und"iround Service Alert 60th AV E N U E BASIS OF BEARING -THE SOUTHERLY LINE OF SECTION 29 TOWNSHIP 8 COIL : M U FREE A./ -T5 SOUTH, RANGE s EAST S.B.M., ALSO 13EING THE CENTERLINE OF 00" -Tr ::75 STREET AS SHOWN ON RECORD OF SURVEY RECORDED IN BOOK 96 OF j 1-800 422-4133 J TMO NORMNG I041-4 IlEtORt- 101 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 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 M SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAME 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. SURVEYS AT PAGES 38 THROUGH 41 RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. NOTE: ALL SHEETS DATUM IS SEA LEVEL +500' 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. mlsmm or. WWAN Or �C�PPOFECc ONS ��� GHR/fit �llk ___� I AVENUE i MFEN� � lz��H NOTE: THESE STREET IMPROVEMENT PLANS ARE DESIGNED TO BE CONSTRUCTED IN CONJUNCTION WITH THE GOLF COURSE TO ALLOW FOR ADEQUATE DRAINAGE. ii II II 'I II II II II II it II • II li SEAL: I i A. 6 AMR 33950 air. 0-m-9 w V� 7w UDE+CTI01 op 3 /jo�4��o /,910P• KEIT!0#1CHRISTIANSEN R. . NO. 50063 EXP. DATE: 6/30/97 �10 or. M'IC 5// S/ 9G 77S W .!v✓. 4R,C4. K/� O7A4M44! E. W. _ EXP. DATE - e/{✓ Fcr rum I b" b 01' z \ TYPICAL S ETION N,..!5 A STREE 7z =70 GENERAL NOTES i. 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 -CF -MAY. DEDICATED AND ACCEPTED FOR PUBLIC USE: AND TO BE RESPONSIBLE FOR SSATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (909) 275-6790 FOR PERMIT CASES (C . U . , P . U . , P.P., OR VOLUNTARY). CABAZON AND AREA WEST. PHONE: (WO) 275-6885 FOR PARCEL MAPS AND TRACT MAPS. PHONE: (619) 863-8267 FOR PERMIT CASES EAST OF CABAZON. 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY fRANSPORTAfION DEPARTMENT IMPAC VEMENT STANDAriDS AND SPECIFICATIONS. -ATEST EDITION. COUNTY ORDINANCE NO. Ar. AND SUBSEQUENT AMENDMENTS. 5. IT SHALL BE THE RESPONSIBILITY OF THE Dc.'cLOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461 (TRACTS AND PARCEL MAPS ONLY). 6. ALL UNDERGROUND FACILITIES. WITH LATERALS, SHALL BE IN PLACE 'IIOR TO PAVING THE STREET, INCLUDING. BUT NOT LIMITED TO, THE FOLLOWI'r: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED OD CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO.207. AS DIRECTED IN THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF THE 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 FOF THE TRAVELING PUBLIC ANC WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. 9. ALL STREET SECTIONS ARE 'ENTATIVE. ADDITIONAL SOIL TESTS W i.= TAKEN AFTER ROUGH GRADING Tu DETERMINE TH_ EXACT STREET SECTION RE..­--,EMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE REQUIRED. NI SHALL FOR TRACT MAPS AND PARCEL MAPS MAY FOR PERMIT CASES.) 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37. 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 11. PRIME COAT IS REQUIRED PRIOE TO PAVING ON ALL GFADES IN EXCESS OF TEN PERCENT. 12. AS DETERMINED BY THE TRANSPORTATION DIRECTOR. THE DEVELOPEF. RESPONSIBLE AS A MINIMUM FOR ROAD -IMPROVEMENTS TO CENTERLINE. AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE. AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 13. 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. ANj ALL LANDSCAPING ON ALL OTHER STREETS SHALL REQUIRE SEPERATE LANDSCPAING PLANS. ALL LANSCAPING ENCROACHMENTS SHALL CC'' ?CRM Tr RIVERSIDE COUNTY 'STANDARDS RELATING TO THE ADMINISTRAT-. OF LANDSCAPE ENCROACHMENTS" DATED JUNE 1990. 14. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FL-. INFORMATION ONLY. BY SIGNING THESE IMPROVEMENTS PLANS. NO ncVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 15. AFTER OCTOBER 1. 1992. CONSTRUCTION PROJECTS THAT DISTURB MORE THAN -IVE ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO F,.LF- A NOTICE OF INTENT (NOD WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM MATER POLLUTION PREVENTION PLAN CSWPPP) AND MONITORING PLAN FOR THE SITE. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE .N TIL AN ENCROACHMENT PERMIT AND/OR GRADI14G PERMIT HAS BEEN ISSUED. PA PING NOTES 1. MINIMUM PARKING LOT GRADE SHALL BE 1%. 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.35X. 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES PRIOR TO PLACEMENT OF PAVING. 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE RIVERSIDE COUNTY ROAD DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN COUNTY RIGHT -OF -MAY. ' 6. TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE BUILDING AND SAFETY DEPARTMENT. ONE INSPECTION AT THE TIME THE BASE IS PLACED AND THE SECOND WHEN THE A.C. OR CONCRETE HAS BEEN PLACED. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE COUNTY SHALL BE INFORMED 4B HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (619) 342-8271. 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL.CERTIFY 95Z COMPACTION OF BASE FOR A.C. AND 90% COMPACTION FOR CONCRETE PRIOR TO CALL FOR SECOND INSPECTION AND PLACEMENT OF ASPHALT CONCRETE AND CONCRETE PAVING. 9. IF NO PRELIMINARY SOILS REPORT IS PROVIDED SPECIFYING THE PAVING SECTION. THE STRUCTURAL SECTION SHALL BE THREE INCHtS ASPHALT CONCRETE AND FOUR INCHES CLASS Ii AGGREGATE BASES. NOTE: THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. W.O. # A67022 M S 3671 IN THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY, STATE OF CALIFORNIA Wk%T*OM �CHRI*7�nm*2M � STREET IMPROVEMENT PLANS � 1' E PI 0 1 N E E R I N 0 SHT . P . 0 . BOX 622 EAGLE LINKS GOLP CLUB LA QUINTA, CALIFORNIA 92253 VO UAj7.4KY P0a,EX_'-r PH: (619) 771-2736 FAX: (619) 564-7719 BEING A PORTION OF THE WEST ONE-HALF OF SECTION 28 SHTS OF AND A PORTION OF SECTION 29. TOWNSHIP 6 SOUTH, RANGE 8 EAST, SAN BEANAROINO MERIDIAN. WOAD AS SHOWN MENCe1MXC RIV-15.3 R 1966 CALIFOD�IIA IIONIMENT IS A BRASS DIW- CENTER IRREGULAR 1.5' DIA. CONC. RIVERSIDE COLNTY. 34' RT. C/L HARRISON ST. (RTE. 86). 32' NORTH AVE. 60. MIE SEPT. 1995 25' WESTERLY PP* 902316 t 4.5' NORTH OF POWER POLE LINE ELEV.-W14.03 FOR EaaLJc LAti,C`5 M.O. W 913"--T z O H H PROPOSED TOP OF PAVEMENT-- MIG ' LEFT 50.c- v.c.a ma cn I-o + ~1 > > > > + m * (n + ^ a L + F' 1n + + a m Z F m 4-1 E3a + + + + + to al 1- _ _ --- - .O 0 + 1n a --- - -_-_- --- 0.0050 --- t� + a F 374in Q Id " s 1- cKI LEFT U)372 _mm"!L�� - - - - - - - H- - - =-- - - - - - - - - - Z - - - W ° EXISTING GROUND @ W LEFT 370--. - o PROPOSED TOP OF PAVEMENT C�L so.00 v.c. PI C! 73.50 aa w + a a + Q + + + a MY b N cry m + f+r} X + 374 1 �. e � -0.0050 05 II 370 EXISTING GROUND @ C/t PROPOSED TOP OF PAVEMENT IIb' RIGHT50.0o v.c p LU L•7&.54 PI C� 73.1D LU -U +cn ~ + + a + is 374 o p + a " --- -0-0050 - RIGHT o 372 - 370 _--------- EXISTING GROUND @ ifYlr' RIGHT - 0 ' 0 1 o Z . H Q C9 W U7 m 0+00 100 + 2+00 3+00 4+00 If 11 Fm � N_ _ _ - - - - - - - - - s 0.0050 J r - N - - - Iry - - - - - - - - _. - - - - - - - - - - PROFILE SCALE HORIZ.: 1' - 40 VERT.. 1' = 4' -----------1 iii DELTA/BEARING RADIUS = O i 90-00-00, O 7BY54 50.00 UJ 42-55-358 z 648.81 H O3 42-55-350 834.00 ~� 327.90 U 42°55'35' Q m 334.19 O5 s 850.00 641.13 336.68 O6 43'12'59- W -----------1 iii DELTA/BEARING RADIUS = 1 i 90-00-00, 50.00 7BY54 50.00 UJ 42-55-358 z 648.81 H O3 42-55-350 834.00 ~� 327.90 U 42°55'35' a f' - 636.83 334.19 O5 s 850.00 + 700 500 900 1000 5+00 6 00 + + + + 1 11` �� t !1 J '•40 ci t / 4 �l / /� ♦ O / / SCALE: 1" = 40' t k 1 0 20 40 80 120 160 /-- - - - - -- - (STA_ 30+4530) ECR ,(� ,. N _ �� y 50 • VC YC - - _ 375. TP a P Cn C17 50 • -{- // IVC=373.5 n PIYC=372- 'p. * •9 is 375.50 TP STA. 0+00.00 // r `\ru Ln - A STREET / _ _ __ - - - - - 1 un + + N A - - _ _ - 375.18 TP - Ln (STA. 31+11.10) // �, 1740'r -�4cn Ln \O to �6 �� O W EXIST. 60th AVE / _ 0 0 o e• C /i l,/ 1 0 o FvtE ALIGNMENT33 ♦ _ (STA. 31 �3� '� - - + r 1-00 = e -i BCR _ jp a� ---_ ---= - - i� r Q s i s a - � x 100 00 73' aY� TPS - ` 3' TP P $E� E� 0 i O -------------- � PRO 73 372 TP _ CONSTRUCTION NOTES `d ♦ t Q CONSTRUCT 0.33' A _ C f OVER 0.5' A.B. CLASS II DATA o /cjo CIO O iii DELTA/BEARING RADIUS LEM./DIST. TANGENT i 90-00-00, 50.00 7BY54 50.00 O2 42-55-358 8616.00 648.81 540.48 O3 42-55-350 834.00 624.84 327.90 O4 42°55'35' 850.00 636.83 334.19 O5 43°12'59' 850.00 641.13 336.68 O6 43'12'59- 86&.00 655.&A 345.OZ 77 43"12'59' 834.00 6219.0& 3W. 54 �r ® CONSTRUCT 0.5' A.B. CLASS II �♦ ♦♦ \ SEAL: \ A S TREEJT t A. OT © CONSTRUCT 36' STOP SIGN, 12' STOP BAR. 8' STOP LEGEND � OA 4' Q4 CONSTRUCT STREET NAME SIGN PER RIV. CO. STD. 816 ac No. 33950 * €Xf' 6-30-9 � S lF QF OAi-14 t IN THE ' 1�'-NC'OP ="TSD TERI OF RIVERSIDE COU^!TY, 135268 Underground Service Alert PRIVATE ENGINEERING NOTE Coli TOIL FREE �E _ _ v - 8OO t `i L_ � I'G J F u.. N i� 422-4133 =` _ - "I✓�" �LE�. TG K nld �S RLtiT 4'- qr 4_ Ty . EA yy T. +6 X81. T'14 _ N1. ;'1 k'T='k__ L ,EG_ - - - - - - - - -- - 4 Esl b Ri _ N0.50083 - - -- - - Exp 05-30.57 - _ - -- --- -- -- - g7F0FCp' MARK EIE�IGNEG E,'r �`;�� E.•. ::H=I_k,ECs E'+ � -'RE EC iUNCIE _ C - -- WATSON & CHRISTIM'SCEP K A. CHRISTIANSRE E E N 0 1 N E E R I N Q 50083 EXP. DATE _6 30 97 - - __� P.O. BOX 622 - LA OUINTA, CALIFORNIA 92253 CRY: rUED DATE S PH: (619) 771-2736 FAX: (619) 564-7719 SCS L EHORIZ: 1'-40 'BE NC F R T NSPORTATION D T., RIV. CO., CA. KHALED OTHMAN �.__ VERT: i'=4' SEE SHEET 1 0 339 0 EXP. -"p _ _6/30/98 DATE SEPT. 1,995 R. E. N STATE OF CALIFORNIA STREET IMPROVEMENT PLANS 2 LPAGLE LINKS GOLF CLUB VOLUNTARY PROJECT OF 16 SHEETS BEING A PORTION OF THE NEST ONE-HALF OF SECTION 28 AND A PORTION OF SECTION 29. TOWNSHIP 6 SOUTH. RANGE 8 EAST, SAN BERNARDINO MERIDIAN. __RIVEMIDE COUNTY. CALIFOFNIA EAGLE LINKS WO FB F LE NO 913,11 PROPOSED TOP OF PAVEMENT--\ W LEFT 378#- + + o 376 LEFT -------------------------- -o.00 3,74 -PROPOSED TOP OF PAVEMENT L C/L PROPOSED TOP OF PAVEMENT 14' RIGHT 'm w + - o a in 378 +' + +. 3 "N + m 1n ari 3-7fi RIGHTo--------------------------- 37 4 to LTJ 0 Z + L3 d F - En 1i+00 12+00 13+00 Q Q� DELTA/HEARIN6 E3 PIVC=376.00 H Nm 43°12'59' 1�-_ W v 2 + in EL in IL In Uj O 378 ' + m + + 330.34 Q 7 r to +� d � Co IL Co 834.00 541.00 Ino O 3.7f N 1n (O F - - - - - - - - - - - C/L -o . 0030 Q �* - - - - - - ---------------------------------------_ �Id rn in N O ---- --- Uj 374 T PROPOSED TOP OF PAVEMENT 14' RIGHT 'm w + - o a in 378 +' + +. 3 "N + m 1n ari 3-7fi RIGHTo--------------------------- 37 4 to LTJ 0 Z + L3 d F - En 1i+00 12+00 13+00 Q Q� I PIVD -373." 14+00 15+00 16+00 i 1 DELTA/HEARIN6 50'-00 V.G. LEN./WST. H O 1 43°12'59' 1�-_ PI 0C-376 v 2 43'12'59' - -- 653.20 I PIVD -373." 14+00 15+00 16+00 i 1 O viV v m + 0o F +m b -CCN to -0.0050 0.0050 Non - - a v cn - - 1 -- - - - - - - - - - - - - - - ---------------------------------------- - - ---- 1 EXISTING GROUND @ 1G' RIGHT PROFILE SCALE HDRIZ .: to = 40 4' 17+00 1800 0 19+00 20+00 21+00 22+00 23+00 t t j 50' VC > m PIVC = 377.00 W m PIVC = 374.00 w � SCALE: 1" = 40' t� LU V t 1 p =40'O O m pJ= SCALE: 1 _ LO 7 � 3'6.00 J � �_ / � /. lC7 l[1 U L[7 LC! � \t-7C \CD PZV O � � N 0 20 40 80 120 160 +Wo.+ + c\it :0i <IW 0 N % I CO CV N CV+fitNa r t WA f FUTURE R/M PROPOSED EDGE OF PAVEI4ENT Cj En * � � � -- !-� 0 WA Q - - i 376.56 TP 37&.� TP ZO Q N ----$----_ _ ______________________ ________---------- -- -- - -- - - 0 --- -- ---- 7 1TP F NON 376.50 TP ww %�' - =------------__�_473.W -_--=__________________________________________-376TP 6 376./a TP . &373. TP TP t J l 374.'79 TP i ! / / 375.5& TP i U EXIST. 16" IRRIG . MAIN 5 0 376. TP _ EXIST. AC. (PROTECT IN PLACE) O PVMT . REMOVAL I I I 0 i 375.6& TP FUTURE 8 CURB & GUTTER FUTURE R/M / o in y 375.E - BOUNDARY DATA t_ __ z �a � i i 00 >00000 N z� DELTA/HEARIN6 50'-00 V.G. LEN./WST. TANBQIT O 1 43°12'59' 0 PI 0C-376 v 2 43'12'59' U) 653.20 Uj O 43' 12'59w 834.00 o 330.34 Q 7 a to + 287.94 +a Co IL Co 834.00 541.00 Cm O oa O F CU 13 + tY roto 545.71 - - - - - - - - - - - ~ - - - - - - - - - - - �Id rn in ~ O O viV v m + 0o F +m b -CCN to -0.0050 0.0050 Non - - a v cn - - 1 -- - - - - - - - - - - - - - - ---------------------------------------- - - ---- 1 EXISTING GROUND @ 1G' RIGHT PROFILE SCALE HDRIZ .: to = 40 4' 17+00 1800 0 19+00 20+00 21+00 22+00 23+00 t t j 50' VC > m PIVC = 377.00 W m PIVC = 374.00 w � SCALE: 1" = 40' t� LU V t 1 p =40'O O m pJ= SCALE: 1 _ LO 7 � 3'6.00 J � �_ / � /. lC7 l[1 U L[7 LC! � \t-7C \CD PZV O � � N 0 20 40 80 120 160 +Wo.+ + c\it :0i <IW 0 N % I CO CV N CV+fitNa r t WA f FUTURE R/M PROPOSED EDGE OF PAVEI4ENT Cj En * � � � -- !-� 0 WA Q - - i 376.56 TP 37&.� TP ZO Q N ----$----_ _ ______________________ ________---------- -- -- - -- - - 0 --- -- ---- 7 1TP F NON 376.50 TP ww %�' - =------------__�_473.W -_--=__________________________________________-376TP 6 376./a TP . &373. TP TP t J l 374.'79 TP i ! / / 375.5& TP i U EXIST. 16" IRRIG . MAIN 5 0 376. TP _ EXIST. AC. (PROTECT IN PLACE) O PVMT . REMOVAL I I I 0 i 375.6& TP FUTURE 8 CURB & GUTTER FUTURE R/M / o in y 375.E - BOUNDARY DATA t_ __ z �a � i i 00 >00000 N z� DELTA/HEARIN6 RADIUS LEN./WST. TANBQIT O 1 43°12'59' 850.00 o 336.68 2 43'12'59' U) 653.20 343.02 O 43' 12'59w 834.00 o 330.34 Q 7 0.0050 to 555.26 287.94 ® 37-25.41' 834.00 541.00 28Z.52 © 37-25-41' 86&.00 545.71 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T m N EXISTING GROUND @ W LEFT 50 0o v.c. > PIVC= 7.00 y o in 3. c W3 EL + In oa +- ++ + O Il ++ H m CU Y 1 C> . ., ac in Q 1 oa O ++ Ol NO F fn m En Q h' -o.oa5o aa b W ~ 0.0050 1Q N W - - Cn ---------------- z HJ EXISTING GROUND @ C/L S 50.0o PIVC=3 6.l.601 m m + + d a o C> m Cm+ I 0.14 + + Cm Cm Cm an I . �!� �I� ro N a ' Ur O viV v m + 0o F +m b -CCN to -0.0050 0.0050 Non - - a v cn - - 1 -- - - - - - - - - - - - - - - ---------------------------------------- - - ---- 1 EXISTING GROUND @ 1G' RIGHT PROFILE SCALE HDRIZ .: to = 40 4' 17+00 1800 0 19+00 20+00 21+00 22+00 23+00 t t j 50' VC > m PIVC = 377.00 W m PIVC = 374.00 w � SCALE: 1" = 40' t� LU V t 1 p =40'O O m pJ= SCALE: 1 _ LO 7 � 3'6.00 J � �_ / � /. lC7 l[1 U L[7 LC! � \t-7C \CD PZV O � � N 0 20 40 80 120 160 +Wo.+ + c\it :0i <IW 0 N % I CO CV N CV+fitNa r t WA f FUTURE R/M PROPOSED EDGE OF PAVEI4ENT Cj En * � � � -- !-� 0 WA Q - - i 376.56 TP 37&.� TP ZO Q N ----$----_ _ ______________________ ________---------- -- -- - -- - - 0 --- -- ---- 7 1TP F NON 376.50 TP ww %�' - =------------__�_473.W -_--=__________________________________________-376TP 6 376./a TP . &373. TP TP t J l 374.'79 TP i ! / / 375.5& TP i U EXIST. 16" IRRIG . MAIN 5 0 376. TP _ EXIST. AC. (PROTECT IN PLACE) O PVMT . REMOVAL I I I 0 i 375.6& TP FUTURE 8 CURB & GUTTER FUTURE R/M / o in y 375.E - BOUNDARY DATA t_ __ z �a � i i 00 >00000 N z� + t I II N A S TREE T THERMAL AERPOO RT C NPAHNOH CONSTRUCTION NOTES I Q SEAL:En I 1 I Lo 1 CONSTRUCT 0.33' A.C. OVER 0.5' A.B. CLASS II I t -o I II t4, \\ 1 I �`� CONSTRUCT 0.5 ' A.B. CLASS I I ©�i OA o N No. 33950 t EXP. 6-30- F n 0�,'\f IN THE UNINCORPORATED TER STORY OF R! :,SIDE COUNTY. 'm7m STATE OF CALIFORNIA - - - - - - �, MnI La OO [nll C� C;I f La fnl C �nl STREET IKPI 0"AfIeNT PIANS Underground Service Alert TE - --�++ -- - ' .. - - -- - - - - It -G fS� F + IT A . CHRISTIAN N - - ---- E N GO I PN E E R I N EAGLE LI T Old' CLUB Under PR VA ENGINEERING NO • -,, -_,NSTR T.'i 6, ,P %J T�,-% 4, �. �� p RCE.._�QQ$.�- t _ M t N0.50083 EXP. DATE: 6/30/97 P.O. BOX 622 pOLVNl�OJECT II h u h �E C 4S +a A�. E •+ESN_ � -- - - - --- 113 / my - -. - - Call TOLL FREE y .a 4ai ,rrr S H Z� �- - - LA OUINTA. CALIFORNIA 92253 `'' S --- Ex 063097 BEING A PORTION OF THE NEST ONE-HALF OF SECTION 28 OF SHEETS rti (� 800 b nt V ` SE SHALL �arE r F y' IV RJ a {r G tY U r_ ', ED DATE PH: (619) 771-2736 FAX: (619) 564-7719 ANDA PORTION OF SECTION 29. TOWNSTENIDAP 6 SOUTH. tic t - - - - 3E ala t � 1 _ RA EAST, SAN BERNARDINO MERIDIAN. 422-4133 nn A - - --�- `I L L �1I�� „` - --- - - -- - _� /q)� C;uCILUF�P� y VERT. V-4' RANGE COMITY CALIFORNIA �E a+ :��h^a� w��Hr, r�� r1 .,r �. � �t S �P EF % ,try, r F OF A A -- HORIZ: i�=40' F r. r "EE - - ti u a F ear a ^, a 4 ti- 4_ F T NSPORTA T .. CA . ALED 0 MAN --- w,- w �� = _N=. ppp = TE 33950 Riv. co.. s/30/98 aTF SEE SHEET I r-- MARk, E R. E. No. ExP. -- - t? SEPT. 1995 - EAGLE LINKS FELE No vv0 FB L:11 CJESIGNED B -tndN B''r 913135268�T DELTA/HEARIN6 RADIUS LEN./WST. TANBQIT O 1 43°12'59' 850.00 641.13 336.68 2 43'12'59' 86&.00 653.20 343.02 O 43' 12'59w 834.00 6W .Ori 330.34 4 37'25141' 850.00 555.26 287.94 ® 37-25.41' 834.00 541.00 28Z.52 © 37-25-41' 86&.00 545.71 295.36 + t I II N A S TREE T THERMAL AERPOO RT C NPAHNOH CONSTRUCTION NOTES I Q SEAL:En I 1 I Lo 1 CONSTRUCT 0.33' A.C. OVER 0.5' A.B. CLASS II I t -o I II t4, \\ 1 I �`� CONSTRUCT 0.5 ' A.B. CLASS I I ©�i OA o N No. 33950 t EXP. 6-30- F n 0�,'\f IN THE UNINCORPORATED TER STORY OF R! :,SIDE COUNTY. 'm7m STATE OF CALIFORNIA - - - - - - �, MnI La OO [nll C� C;I f La fnl C �nl STREET IKPI 0"AfIeNT PIANS Underground Service Alert TE - --�++ -- - ' .. - - -- - - - - It -G fS� F + IT A . CHRISTIAN N - - ---- E N GO I PN E E R I N EAGLE LI T Old' CLUB Under PR VA ENGINEERING NO • -,, -_,NSTR T.'i 6, ,P %J T�,-% 4, �. �� p RCE.._�QQ$.�- t _ M t N0.50083 EXP. DATE: 6/30/97 P.O. BOX 622 pOLVNl�OJECT II h u h �E C 4S +a A�. E •+ESN_ � -- - - - --- 113 / my - -. - - Call TOLL FREE y .a 4ai ,rrr S H Z� �- - - LA OUINTA. CALIFORNIA 92253 `'' S --- Ex 063097 BEING A PORTION OF THE NEST ONE-HALF OF SECTION 28 OF SHEETS rti (� 800 b nt V ` SE SHALL �arE r F y' IV RJ a {r G tY U r_ ', ED DATE PH: (619) 771-2736 FAX: (619) 564-7719 ANDA PORTION OF SECTION 29. TOWNSTENIDAP 6 SOUTH. tic t - - - - 3E ala t � 1 _ RA EAST, SAN BERNARDINO MERIDIAN. 422-4133 nn A - - --�- `I L L �1I�� „` - --- - - -- - _� /q)� C;uCILUF�P� y VERT. V-4' RANGE COMITY CALIFORNIA �E a+ :��h^a� w��Hr, r�� r1 .,r �. � �t S �P EF % ,try, r F OF A A -- HORIZ: i�=40' F r. r "EE - - ti u a F ear a ^, a 4 ti- 4_ F T NSPORTA T .. CA . ALED 0 MAN --- w,- w �� = _N=. ppp = TE 33950 Riv. co.. s/30/98 aTF SEE SHEET I r-- MARk, E R. E. No. ExP. -- - t? SEPT. 1995 - EAGLE LINKS FELE No vv0 FB L:11 CJESIGNED B -tndN B''r 913135268�T 376 L€ -FT 374 372 1 ! W� 376 Li! Gf L Cn- 374 LU Lt!- 372 50. P VC G� A PROPOSED TOP OF PAVEMENT > > r t W LEFT t ' +•' ` EXISTING GROUND @ W LEFT I PMR V.C. ® a Q . -0.0050 - - - - - - - - - - - - - - - - - - - - 376 - - - -�� \ -IV ma \ - \ - - - +ma + - - - - - - - - - - - - - - m� o O _ RTGH"T - 374 • 0 �0 EXIST. 20" IRRIG. MAIN"' 372 l O" (PROTECT IN PLACE) r LU 0Z J tV CJ ' x Ln 23+00 135268 24+00 25+00 26+00 30�E t • ,0. SCALE: 1" = 40' 0 20 40 80 120 160 W IL m~a o EXIST. 18" DRAIN LINE (PROTECT IN PLACE) PROFILE SCALE HORIZ.: I = 40 VERT.: I" = 4' A - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -0.0050 J t a >0 0 a 555.26 565.71 r, a r� W " + N E r I PL � - -- — - -- -- – m s Y o a.t- a in L0 m + ---- LC') - - - - - - - - - - - - - - 1 t + + + ' +- a 0 O +F- ail NO 0a + F ' N J rt to m �� cn 6? +E mo v ' o o CL - - - - - - - - 0 Nwr 0. +F -0.0050 F m a - ZH - - - - - - - - - - - - - - VOIL CL - - - - - - - - - - - - - - - - - - - - - - - - - - \ - - - - - - - - EXIST. 20" IRRIG. MAIN+ *a (PROTECT IN PLACE) ^^o VCi-378.00 PROPOSED TOP OF PAVEMENT I) v A �+ f L a C C 4 EXIST. ie" DRAIN LINE �a qw EXISTING GROUND @ C/L J (PROTECT IN PLACE) a in cu cu on roa + % t a + ' + + 1.01o a ola ........ }mo r- n to m Nm NO +� o ., 0o o J t ., 0. 83 - - - - - - - -0.0050 rQ- F «I m- - - - - - _ - _ _ _ - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - N _ - _ - - � i \ _ — — — —LU N " \- - - - + •a EXIST. 20" IRRIG. MAIN ---- ----- - - - - - - ^mom (PROTECT IN PLACE) PROPOSED TOP OF PAVEMENT I� W RIGHT � IL > EXISTING GROUND @ W RIGHT EXIST. 18" DRAIN LINE m 09 V. C. 1 t (PROTECT IN PLACE) w^ aco 111 50. - PIVG-377.66 ..8 mIL + J ` + CU ^na1 0 a in III + + c0. - .p J 50.00 V. oCIO a - CU+ ' ' P 78 4C 40 It > m > n+ ~ r ^ ^D + / rnl J93 + + CU + +o CQ � J r~nm + In in fA fn -0.0050 - - - - - - - - - - - - - - - - - - - - 376 - - - -�� \ -IV ma \ - \ - - - +ma + - - - - - - - - - - - - - - m� o O _ RTGH"T - 374 • 0 �0 EXIST. 20" IRRIG. MAIN"' 372 l O" (PROTECT IN PLACE) r LU 0Z J tV CJ ' x Ln 23+00 135268 24+00 25+00 26+00 30�E t • ,0. SCALE: 1" = 40' 0 20 40 80 120 160 W IL m~a o EXIST. 18" DRAIN LINE (PROTECT IN PLACE) PROFILE SCALE HORIZ.: I = 40 VERT.: I" = 4' A - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -0.0050 m-------------------------------------------- -0-0050 - - - - - - - - Q -0.0050 "40 av _^ 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 J Ci ti� Q� 0 X10 -p0 cS tij_ PSVC N � N J'~ y too r NJ NCO N� 1 A"" STREET #A /540 NO.500 :, a Underground Service Alert 0 Exp Ob -30-1.` 555.26 565.71 r, a r� W " + • Coll TOIL FREE E r I PL � - -- — - -- -- – m s Y o - ,, � a E rc t t N L0 m COh,r J -1_ N r N -- ---- LC') - - - - - - - - - - - - - - - - - - - - - t - — - - - - - _ - - - - - - - - - - - - - - - - -0.0050 LU W C> CP +oa N m0 a 0 O +F- ail • o 0a + F ' N F 17) to m �� cn 6? +E mo v ' o o CL L1J L1J Cn 0 Nwr 0. +F L U Cn m a+ F - ZH � J L) m-------------------------------------------- -0-0050 - - - - - - - - Q -0.0050 "40 av _^ 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 J Ci ti� Q� 0 X10 -p0 cS tij_ PSVC N � N J'~ y too r NJ NCO N� 1 A"" STREET #A /540 0 1 DELTA/BEARING NO.500 :, m v Underground Service Alert PRIVATE ENGINEERING NOTE Exp Ob -30-1.` 555.26 565.71 r, a r� W " % • Coll TOIL FREE E r I PL � - -- — - -- -- – ' � L E_ : E . ti+ VP E R - - -- -- - ------ --- - ,, � a E rc t t 1-800 COh,r J -1_ N r N -- ---- L� "—� ,. Nei Y — 1' T.,r' iS EMt rt_ f� ° � V 'N k. a' ++i [, a i �dS R r !O s— - — - - - - - _ - - „ 422-4133 � M �,FM4 N_J r. ��ti, , . �L� :�� "f f � � 13PEL IL F _ _ -- - --- -- ----�----- �_ - - ^. J RVLES ti N d r R A n, - F (Iy - Rk: w F,1Kt Nfl, IM, PJ�L�Ei_ ._ten �4r�r �,� oL L'���t,i Nlc,R E`JtiIh::NE FPR ]a TE Pri'Ld'FE,5 'I CI, DEbiGNEE B, _N,A',J"v Ev F', 0 1 DELTA/BEARING NO.500 :, m v TANGENT z Exp Ob -30-1.` 555.26 565.71 \OFCAU�_ % 0 1 DELTA/BEARING RADIUS LEM./DIST. TANGENT Oi 37"25'41" O2 37025'41" 850.00 86&.00 555.26 565.71 287•:94 293.3& O3 37025'41" 854.00 544.80 2pZ.5Z CONSTRUCTION NOTES i Q1 CONSTRUCT 0.33' A.C. OVER 0.5' A.B. CLASS II © CONSTRUCT 0.5' A.B. CLASS II PPEP �NDE F L " 4,17300 H & `/Y IIIMISTIANSIEN EITH A. CHRISTIANRCE 50083 EXP. DATE: 6/30/97 P.O. BOX 622 LA OUINTA, CALIFORNIA 92253 41PP ROVED Y DATE PH: (619) 771-2736 FAX: (619) 564-7719 SC A 0 -L HORIZ: 1"=40' tiE % FO T NSPORTAT N PT., RIV. CO., CA. KHALED OTHMAN _ VERT: _1"-4' j SEE SHEET i R.C.E. NO. 0 EXP.1 6/30/98 ATS SEPT. 1995—�', i 35+00 IN THE UNINCORPORATED TE7�RITURY OF RIVERSIDE COUNTY, STATE OF CALIFORNIA STREET IMPROVEKENT PLANS EAGLE LINKS GOLF CLUB VOLUNTARY PROJECT BEING A PORTION OF THE WEST ONE-HALF OF SECTION 28 O F ETS AND A PORTION OF SECTION 29, TOWNSHIP 6 SOUTH, RANGE 8 EAST, SAN BERNARDINO MERIDIAN. RIVERSIDE COMITY. CALIFORNIA Z7 EAGLE LINKS W O F.B FILE NO 9 /3_ 7 PROPOSED TOP OF PAVEMENT EXISTING GROUND @ iG' LEFT � WNW, 77 , — &' LEFT > w — — _ U o m a: m m ++ in a N in + +. + —_— — — -- — — �— — — — — — — — — — — 3 ~ ~ -0.0050 — — — Q Fa. Ft1 IT, r N 93 378 __— —----_-- + + ' .LEFT 3"76., + r � o a vii t~A . 37 _ 50.00 V.C. v PROPOSED TOP OF PAYMENT EXISTING GROUND @ C/L Plvc=37e.00 > PIVC377.00 Q� m > �+ /� oaCM — — _ _ — — — — —m ls[ In 1° + I m v — _ — — _ — _ ltS '+ F- + + O CID-- — m O 87 O _ _ — — — O+ — — _ — O— — — O .i O — — — — — — — — — — — — — — o — _ m m -0.0050 Q 50 00 V. _ 370 PVC -374.00 > --- — ---- oo _ QEo cm Lt,icn -m a O — — — — — — — { N �+Q 0.0050 U u� �f 3-76 .� w Q F LU _ m wm +f- Li.t 374 �N OD OIL Cni EXISTING GROUND @ iG' RIGHT 5 '° v c' PROPOSED TOP OF PAVEMENT 50.00 V.C. — — — — — — + U PIVC-377.0 PIVC=376.&8 cam m ui >— iG' RIGHT a Via _------- m W — - "' - m o + ++ + mm 37810 DELTAAWMUNG RI-Gff 376 m 374 11 , o LU' �. z o H Q 1858.56 Lo U M 121&•00 1706.79 Q fLo _ 35+00 135268 36+00 37+00 38+00 W IL 0 o + + in + +_ im~riea — — — _ — — — — — — — q — —— m -0.0050 ` isa q ars m m m o+ 39+00 40+00 PROFILE SCALE "am.: 1' - 40 VERT.. 1' - 4' 41+00 42+00 43+00 44+00 45+00 46+00 OR s, i 47+00 Y I — - t � N so • vc Loa _zzSCALE: 1' 40' L) I —1 PIVC=378'00 D 2 �� 50vc 1 v � 'o � Q I PIVC= 374.00 L) * I m IJ A o 00 A ,p '0 \ CO W / o � W N o �G i� 1P : I ^\ �' Ln 37700 O - O \ \ SCALE: 1" = 40' Ln ��'1 O / I I �+ + I 0 O� � 1 n / L) ���_� Lr) f (U / 0 976 L► J � I\ _\ 80 120 160 d • o i m I I +Lr) LD 03 00 0 20 40 rn –; PROPOSED EDGE OF PAVEMENT Un _s o 9 \ FUTURE R/M _ _ _ I / I — — mW mW81 — — 1 _ _ — — — — - — .R: 374. r8 TP — J�-` =.. �— _ _ — EXIST. AC. 5 �- _ - _ _ , - �- — —mac PVMT. EMOVAL TP .. R - - — — — 377 . — — IF— 5G ma mm, T 373 TP 373.80 TP \ '" — — \ — - -- -- I o \ \ \ \ \ FUTURE 8' CURB & GUTTER �� R/N RE EXIST. AC. \ \ � \ I I PVMT. REMOVALO \ \ ) J \ \ DATA ` T I w &- \ t ZIW _ cn I THEE T A S O \ DELTAAWMUNG MWJW LEN . /DIST TANGENT 11 89056'20" 1200.00 1883.68 1198.72 22 89056'20" 1184.00 1858.56 1182.74 33 89°56'20" 121&•00 1706.79 1214.76 CONSTRUCTION NOTES I I V \ \ ` \ �i CONSTRUCT 0.33 A.C. OVER 0.5 A.B. CLASS II t �- w l ! \ t I I t \ t A. OT � © CONSTRUCT 0.5 A. B. CLASS II a w i t \ � cn I I It \ I IN THE UNINGRRPO9ATED TERRITORY OF RIVERSICE COUt•TY, STATE OF CALIFORNIA PREP ED C` E F_T r1 H t op STREET IMPROVEMENT PLANS 5 - - P `� EAGLE LINKS GOLF CLUB -- - - - Es r Underground Service Alert TTE ENGINEERING NOTE �F Ie Pd ® 1 IM h I N � P --� � P,GHRIST� �;y EIT A. CHRISTIANRCE 50083_ � VOLUNTARY PROJECT of $SHEETS EL 'al V t 4 3FLANi vVT� - - LA QUINT CALIFORNIA 92253 28 u - - — - - -- — - — v �` Y'L �" P.O. BOX 622 Coll TOLL FREE r n ,r�' r W No.500K, p EXP. - - DATE' 6/30 97 E E ` ^ R l H F V �sr P V R V TR _ _ - _ -- _ _ BEING A PORTION OF THE HEST ONE HALF OF SECTION - - Y Z --- --- SOUTH. �a ..^ - L � N PORTION F 0 I E r7 a 9 TO YINSH P 6 TH L r H, E Y N . Tr i_; � p E ,J E CN R E R' ' - - - --- --- - - - it Exp 06.30-97 tit A P PR G'''J' E D Y DATE 5 PH: (619) 771-2736 FAX: (619) 564-7719 RANGE BOEAST, SANSBERNARDINO MERIDIAN. E REQ 1- 800 oL�, ti - - -- - - - ,�' �^ -Y� � r �, �l'-,� � Pr r,� ri''�n TR � H�'o --rt- ii Sj. CIUIi �\ I ��, = ------- � _ t_ -- --- - __— -- _r t H M H E ti4ORIZ: �" 9E "} �_' T v,_ Nh ✓y.,tiK Ji ^R,y ?, J_ �S �i r _ +__ __-___-_..__ / . 422-4133 �a E Ht� ME �F� _M N,fJ - - — - -- —�--IF ��� P � CA . KHALED OTHMAN � � �- HVERT_ i • -�R F F � � # � RIVERSIDE COMITY, CAL M ,rt a v a HEAL h q OF�A1 P Fo T ANSPORTAT EPT., RIV. CO.. 6/30/98 SEE SHEET i F R EAGLE LINKS Ec F r' N0 . 33950 EXP . -- �.''A T F SEPT. 1995 W O F B FILE NO. ," t h ti E HcR -1kM t Wi R 3N F'E `�i[iN .F. - --- 913- . GESitSNEL E'° r' PROPOSED TOP OF PAVEMENT5.ovc � �# EXISTING GROUND @ iC, ' LEFT P s . Ga 0.00 v C. m -0 i ICS LEFTin • — In (L --'�'—————————--——— — — — — —' — --' __ a ^ ca a — — rn a a— — — — — — — — — — — — — — W ga � + + + _ — — — — — — MOIn ao 382 ----------------- ---- -- 4 — — — — — — — — — —— `'— Hlip m -0.0050 Im no `00 4 J 378 r 50.00 �.�. PROPOSED TOP OF PAVEMENT EXISTING GROUND @ C/L ORA ARA. > 4�L 50.00 V. + . m PIVC- i.o0 �c 382 --------------------------------- ----- --- — LU o _ o + r in r L 378 - cr3 135268 a — — —in PROPOSED TOP OF PAVEMENT EXISTING GROUND @ IG' RIGHT PivCR3ei� i&' RIGHT ca U ' 1n a ^ — — — — — — — — — — — — — — — — — —+ — F — In w N a — — — — — — — V1 A m p —0 -0.0050 l7{ i ��QQ(n� .7�V 378 L z J 2 j 47+00 48+00 49+00 50+00 51+00 PROFILE SCALE HDMZ _: 1' = 40 YPRT.: 1' 4' �wl 0 0 0 In UJ W Cly _ Cn LU LU cn z J L) 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 a / / . G O � � � • .�• � � � X � / PING- 3g2 , U') k� O i 00 1 rA 3 EXIST /A. C. PVM REMOVAL 5 N 3e i SCALE: 1" = 40' N �G ♦ ' �`��Q `a \ f�` 0 20 40 80 120 160 J •Q i w. pAll O " ZZ O PROPOSED EDGE OF PAVEMENT C) sm ow .00 ��^/ \ a ! FUTURE B' CURB S GUTTER ; ; = ?j 1 vJ _ma Im 381. T ♦♦"ft .off 381.5(0 TP S Qz low \ SEAL_ - - - - - FUTuaE Ftm CONSTRUCTION NOTES x AL 0: A Sr. REK T �i CONSTRUCT 0.33' A.C. OVER 0.5 A.B. CLASS II No. 33950 CONSTRUCT 0.5' A.B. CLASS II • � �� � � qtr ��vt� �� • �� IN TF:E UNINCORP,RATED TERRITORY LF R:vER'TCF COUNTY. - - - - - PREF R N H RF'.- STA' - T T F OF CALIFORNIA IUI f�(1 2 Underground Service Alert PRIVATE ENGINEERING NOTE T �I �pOFES S ' Fye KEIT A. CHRISTIANSEN w ���Ouv N �W R 'f �u`� 5� STREET I11�PROYIs'3�ENT PL`4NS 4 T T y PGHRI T�` �i� RCE 50083 E ® EAGLE LINKS GOLF CLUB Coll TOIL FREE T - - - --- ----- -- - -- r t W iZ fv + T ^ v1 E - - - & H L V T y � � u � `Z r^ EXP DATE: 6/30/97 6 ` t a EE r ,� SEL T „' V E \ ' ^ - - - - - T - - �' NO.soos3 u' A P . o . eox 22 VOLUNTARY PROJECT _ RSE N r _ Y 2 ---- -- _-�— _ LA QUINTA. CALIFORNIA 92253 - 28 O 1-800 ti �^tF ? N 7 C n ,, ,,3. Er F a APrt 3 -rN 4Nv PROPER' - - --- - -- - --- Exp 06.30-5? A BEING A PORT F T '°' c� _ +,�ME J sr�a�� �c �q�E �� a,J� it it APPROV B'• DATE ION OF THE WEST ONE—HALF OF SECTION _�j /l AND A PORTION OF SECTION 29. TOMNSHIP 6 SOUTH. i �T 19) 771-2736 FAX: (619) 564-7719 PH. (6 : T —RANBERNARDINO MERIDIAN. SCAIE 40' BE RIVEASIDE COINTY, CALIFORNIA4iRE` FEw i CML HORIZ: i' N4 RM tea �RGN N -B v RF4 OFCAVERT: 1':4'-4133 F RANSPORTATIO EPT.,RIV. CO., CA. KHALED OTHMAN _ _422 -i.� ,, _ SEE SH EET S Ns 4 '� D -= [:'ATE _ �.� k W.O F S. FILE NO. u n ,kti ., u, - t5r r iltr ti ,, ui ° �'_ "hr E ^Jt� , E MARk RE' I_ C.E. N0. 33950 EXP 6/30/98 BATF SEPT. 1995 P' EAGLE LINKS JNA DESIGNED 5, D�a h _'r -t ED Er 9 /3 -T - _ N_ PROPOSED TOP OF PAVEMENT I&' LEFT Q W Q PIVC = 385.00 0 EXISTING- IRRIGATION MAINS IL L co TO BE ABANDONED OR RELOCATED Cn �CL �`"a PRIOR a a va = 381. !8 rP EXIST. 20" IRRIG. MAIN ED m o +� w + +' a a 0 4,4-3 LID LID� TO BE RELOCATED OR ABANDONED � ca P6 -- _ - - 77, -LEFT �4 m F - - - - - - ---^ •N aT nv Acle �_ia�a THE � CL� dESL J -- 1 + - - - - -n - - - - - - - - - .+. Gam - Im m CL ri W EXISTING GROUND @ W LEFT 1_:U) _ - - - - - EXIST. 14' IRRIG. MAIN 380 TO BE ABANDONED OR RELOCATED PROPOSED TOP OF PAVEMENT @3 C/L 388OCL : W ' •{ w a In C> a a T� m4Q ., . _ _ _ _ _ - - - - - - - - - - + Cu mm +a ,p GHT 38 >_cu as I EXIST. 12" IRRIG. LINE @ TURNOUT 380 Z TO BE ABANDONED OR RELOCATED J CL 2 x }+ 61+00 62+00 63+00 64+ 59+ 00 00 60 00 II H II TT H o II 01O H SCALE: 1" = 40' I O' U 0 20 40 80 120 160 w II Hx w, 38EV,~ Q PIVC = 385.00 0 EXISTING- IRRIGATION MAINS > L co TO BE ABANDONED OR RELOCATED � w PRIOR TO CONSTRUCTION va = 381. !8 rP EXIST. 20" IRRIG. MAIN ED m o Ln w + + a a LID LID� TO BE RELOCATED OR ABANDONED � ca P6 Na 77, a 4 +� o aT nv Acle �_ia�a THE � CL� dESL J -- 1 + cu aa. a .+. ~ m CL tt 38.4 "' G E m Cn 40 Cu �� i• N C m o + Lu a V..) C M - Cn N 0.0108 ` EXIST. 14' IRRIG. MAIN TO BE ABANDONED OR RELOCATED PROPOSED TOP OF PAVEMENT C7 380 - 16 R I GHT 388OCL : W ' •{ w a In C> a a T� m4Q ., . _ _ _ _ _ - - - - - - - - - - + Cu mm +a ,p GHT 38 >_cu as I EXIST. 12" IRRIG. LINE @ TURNOUT 380 Z TO BE ABANDONED OR RELOCATED J CL 2 x }+ 61+00 62+00 63+00 64+ 59+ 00 00 60 00 II H II TT H o II 01O H SCALE: 1" = 40' I O' U 0 20 40 80 120 160 w II Hx w, km 135268 a ma PROFILE SCALE IHIORiZ .: i' = 40 VERT.: i' = 4' 65+00 V 66+00 o� Q PIVC = 385.00 0 EXISTING- IRRIGATION MAINS > L co TO BE ABANDONED OR RELOCATED � w PRIOR TO CONSTRUCTION En = 381. !8 rP EXIST. 20" IRRIG. MAIN ED m o Ln ag + + ' - - LID LID� TO BE RELOCATED OR ABANDONED � --- -- ---- - - EXISTING GROUND @ C/L +�r 77, 382.0 TP aL I v. E _ N W � _,HErER� I tiM N -E iv VVSRh : I' RE .'i�ii�,Nc, ='PF' Du _ aT nv Acle �_ia�a THE � CL� dESL J -- MART _ DESIGNED E, 6RIAVY'N _R, 1:HE'- ED EY n � Jam_ i_, !Pum E %1"- km 135268 a ma PROFILE SCALE IHIORiZ .: i' = 40 VERT.: i' = 4' 65+00 V 66+00 s U) ..--- -------- -- -a - - - - - - - - - - - - - - o� Q PIVC = 385.00 0 + > L 0° 108.44 O2 w O 219.78 O O s U) ..--- -------- -- -a - - - - - - - - - - - - - - 0 1 � • f� EXIST. 20" IRRIG. MAIN TO BE RELOCATED OR ABANDONED W a H <+ a m +ma cD0o comms m H cmma Q PIVC = 385.00 CL' + > L 0° 108.44 O2 w O 219.78 O O 14032'270 EXIST. 20" IRRIG. MAIN ED m o Ln 106.40 + + ' - - LID LID� TO BE RELOCATED OR ABANDONED � --- -- ---- - - EXISTING GROUND @ C/L +�r aL I v. E _ N W � _,HErER� I tiM N -E iv VVSRh : I' RE .'i�ii�,Nc, ='PF' Du _ aT nv Acle �_ia�a THE � CL� dESL J -- MART _ DESIGNED E, 6RIAVY'N _R, 1:HE'- ED EY n � Jam_ i_, !Pum E %1"- ~ CL "' G a fu 40 �� i• N C o + F, a i C M too rp N 0.0108 - 1 Q W -� - --------------- ------------ 1r)n_ +ma CIO u1 r -03o a EXISTING GROUND @ iso' RIGHT W EXIST. 20" IRRIG. MAIN 7 ' ^ TO BE RELOCATED OR ABANDONED I_• mei 0 1 � • f� EXIST. 20" IRRIG. MAIN TO BE RELOCATED OR ABANDONED W a H <+ a m +ma cD0o comms 67+00 o+�. aD < N m i . Unm 0.0108 ------------------- -------- 68+00 69+00 Q 50 ' VC Q PIVC = 385.00 CL' Oi > L 0° 108.44 O2 w O 219.78 O O 14032'270 O Ln 106.40 + + Ln - - LID LID� LOCn --- -- ---- - +�r aL I v. E _ N W � _,HErER� I tiM N -E iv VVSRh : I' RE .'i�ii�,Nc, ='PF' Du _ aT nv Acle �_ia�a THE � CL� dESL J -- MART _ DESIGNED E, 6RIAVY'N _R, 1:HE'- ED EY Lo 67+00 o+�. aD < N m i . Unm 0.0108 ------------------- -------- 68+00 69+00 Q DELTA/BEARINB Q LEN./DIST. CL' Oi co 850.00 W 108.44 O2 14032'27" 866.00 219.78 110.4E t�3 14032'270 834.00 co 106.40 _ R � A �t !T S BE Ma _ R n r N• n 5 .r - - 422-4133 _ur . JE � ', T .] 7 . 6 `' "- N �h �� ayR % r Rr of T _ __ F T_� PEES E E EV, AT �'r U W LO L0 1 1 ( 70+00 0 0 0 0 0 Q SED EDGE OF PAVEMENT PROPOSED FUTURE R/N � I I C11 uj 384.36 TP 384. TP 1 �� 384.95 TP a! 1 CF - (f a 81 _ I 3 Tp _ i*EXIST. 20" IRRIG. MAIN- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FUTURE - - - - - - - - - - _ -%8:4. TP a = \ _ - _ - 388.64 TP - - 389.00 TP EXIST.IUNPAVED ROAD\ _ i FUTURE 80 CURB s GUTTER `' -�' `` � 389.A2 TP �1 BOUNDARY -,,, .4 h i i m:m m 389.00 TP h �� 388. TP - - - - - Z-- - C ONS TR UC TI ON NOTES ' ' C/) zVACANT0.33' 00 Ayy STll ATA (iD CONSTRUCT 0.33 ' A . C . OVER 0.5' A . B . CLASS I I Cn�V •. _ J 9+ w Q DELTA/BEARINB RADIUS LEN./DIST. TALENT Oi 14032'27" 850.00 215.72 108.44 O2 14032'27" 866.00 219.78 110.4E t�3 14032'270 834.00 211. 106.40 _ R � A �t !T S BE Ma _ R n r N• n 5 .r - - 422-4133 Z1W �2� CONSTRUCT 0.5' A.B. CLASS II H W SEAL: a J M-1 \ = Lo No. 33950 Exp 6-30-9' )L. -c1 VIVi � 1011111 PREPA'F I 1011111 l'/r/ &TSON CSS ��Ql1V��l1V �P CHRIS i.V ITH CHRISTIANSEN500_83_ E N G 1 N E E R I N 0 RICE�.EXP. DATE 6/30/97 P.O. BOX 622 = W' NO.SCOS m A� _---- _----- - LA OUINTA. CALIFORNIA 92253 Exp 05.3;,x., - 4 PPR0 , E _' DATE J " / PH: (619) 771-2736 FAX (619) 564-7719 SIq�OFCAUF��r ")C A. i_ E HVERT: 1'-4Fi 0' E ^� %1 - - - - FOR TR O. PORTATION EP RIV. C. CA. KHALEO OTHMAN SEE SHEET 1 R.C.E. N0. 339 EXE. TF= _ 6/30/98 ,)AI SEPT. 1995 U I- W Q W � Cn IN THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY. STATE �,F CR_IFORNIA STREET IMPROVEMENT PLANS EAGLE LINKS GOLF CLUB VOLUNTARY PROJECT BEING A PORTION OF THE WEST ONE-HALF OF SECTION 28 AND A PORTION OF SECTION 29, TOWNSHIP 6 SOUTH, RANGE 8 EAST, SAN BERNARDINO MERIDIAN. RIVERSIDE COMITY" CALIFORNIA F177 EAGLE LINKS VVO FB FILE NO. 7 OF ," SKEETS 9/3 -OT Underground Service Alert PRIVATE ENGINEERING NOTE + - _ - - - - --- -- - -- - � - - + _Jh aCr r �_tEE - w - -- - - --�- ---� -- - ff Colt T l l FREE 0 a R. ICSCUME; tri S RLHMi,'E E rED _� S_ n 1. `C) TE - h _L �E REJG Rf=�' 'a �c.�E � _..�MR�E ERE.:R,.r� �.. - -- 1 SITE 800 T�E R- L J :;A E Y r _ R � A �t !T S BE Ma _ R n r N• n 5 .r - - 422-4133 _ur . JE � ', T .] 7 . 6 `' "- N �h �� ayR % r Rr of T _ __ F T_� PEES E E EV, AT �'r --- -- ---- - +�r aL I v. E _ N W � _,HErER� I tiM N -E iv VVSRh : I' RE .'i�ii�,Nc, ='PF' Du _ aT nv Acle �_ia�a THE � CL� dESL J -- MART _ DESIGNED E, 6RIAVY'N _R, 1:HE'- ED EY Jam_ i_, !Pum E %1"- � 1011111 PREPA'F I 1011111 l'/r/ &TSON CSS ��Ql1V��l1V �P CHRIS i.V ITH CHRISTIANSEN500_83_ E N G 1 N E E R I N 0 RICE�.EXP. DATE 6/30/97 P.O. BOX 622 = W' NO.SCOS m A� _---- _----- - LA OUINTA. CALIFORNIA 92253 Exp 05.3;,x., - 4 PPR0 , E _' DATE J " / PH: (619) 771-2736 FAX (619) 564-7719 SIq�OFCAUF��r ")C A. i_ E HVERT: 1'-4Fi 0' E ^� %1 - - - - FOR TR O. PORTATION EP RIV. C. CA. KHALEO OTHMAN SEE SHEET 1 R.C.E. N0. 339 EXE. TF= _ 6/30/98 ,)AI SEPT. 1995 U I- W Q W � Cn IN THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY. STATE �,F CR_IFORNIA STREET IMPROVEMENT PLANS EAGLE LINKS GOLF CLUB VOLUNTARY PROJECT BEING A PORTION OF THE WEST ONE-HALF OF SECTION 28 AND A PORTION OF SECTION 29, TOWNSHIP 6 SOUTH, RANGE 8 EAST, SAN BERNARDINO MERIDIAN. RIVERSIDE COMITY" CALIFORNIA F177 EAGLE LINKS VVO FB FILE NO. 7 OF ," SKEETS 9/3 -OT 135268