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912ee_sppGENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY 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 DURING THE LIFE OF THE 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) 275-6885 FOR PARCEL MAPS AND TRACT MAPS. 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD N0. 8N6. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONIUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461 (TRACTS AND PARCEL MAPS ONLY). 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCOR094G 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 FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION ADD ACCEPTANCE OF THE PROJECT BY THE COUNTY. 9. ASPHALTIC EMULSION (FOG SEAL) SHALL BE OPLIED 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. 10. STREET LIGHTS HALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. N. 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 LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING 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 IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 13. AFTER OCTOBER I, 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 (NON) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. NOTE; THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCESSABN_ITY OF THE DESIGN HEREON. IN THE EVENT OF DESREPANCIES 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. R/W Ci 20' 20' 4' 16' 16' . i X00 Oq 1.5% 2 TYPICAL SECTION N.T.S. ALL STREETS EXCEPT ALLEGRO DRIVE 0.25 AC / 0.33 CLASS it AB q_ R/W I 1 52' 26' 26' 4` 22' 22' on • I 2� 1.5% . e - . 2 TYPICAL SECTION N.T.S. ALLEGRO DROVE 0.25 AC ! 0.33 CLASS II AB AIITION: EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN. CONTRACTOR TO VERIFY IN FIELD. Unlersreusl Service Alert Ca I I i TOLL FRU -800 422-4133 TWO BILIN© DAYS 1111WORK YOU DW /usr/proi4ato/r-prp/d-12569/S6%mp1.dgn R/W 4' 2i 3 R/W 4' z.� 2� 3 LOT b TRACT NO, 27090 GOLF COURSE Lrrj ALLEGl10 �vT\ rE STREET r 27365- 1 F UTUfr r Co MMr ri01 AL VARNER ROAD T 27 65 IN THE COUNTY OF RIVERSIDE MPROVEMENT TRACT N0. 28242 SUN CITY, PALM DESERT DEL WEBB CALIFORNIA, INC. NOTEmALL STREETS PRIVATE EXCEPT WASHMTON ST, AND VARIER RD, Mal kw 111111111 S PLAN W1/2, SECT. 6, T. 55.r R. 7E., SM VKHTY MR LOT 20 FERNWOOD TRACT NO. 27090 GLEN CT.CIL _ GOLF COURSE T3 T Ti TO 45 44 a2 a e3 2T 25 24 1374 12 43 46 5 T;A �' T F UTUHE COMME 01 AL EXCEPT FOR REINFORCING FRAME 23-Y4' BAR SHOWN ADJACENT TO OPENING FRAME, REINFORCE TOP SLAB WITH NO.3 BARS T24 2, T SPACED 5' C -C. Iml r PARKWAY COVER AND FRAME STD. NO.608 13 2. r CLEARANCE EXPANSION (TYPICAL) ANCHOR EXPANSION JOINT JOINT R=4' S TOP WEDGE VQ -V 4' MIN. 1p'� 6A` MIN. OF CURB ' � OPENING TO BE SPECIFIED tiTC,Q (TYP) CURS _- 0 COO ON IMPROVEMENT PLAN 44�• �_ FLOW LINE FLOW LINE *FOR SECTION A -A REFEKKEMODIFIED GUTTER AND SPECIFICATIONS SEE A* DEPRESSION COUNTY of R3OO(A). STD. MODIFIED CURB NO'S 300 A 3oocAl ,INLET CATCH BASIN N.T.S. C R/W 4' 2:1 SLOPE C 6' CURB FACE AND G8 SIDEWALK TRANSITION 4' SIDEWALKFL+O.i' FL FL+O.I' SIDEWALK WEDGE CURSWEDGE CURB FL PER PLAN SECTION C -C AVERSIDE DRAIN DETAIL amt-ffy MI N.T.S. REVISIONS DRAWN BY: CHECKED BY: APPROVAL DATE APPR. I DATE CHECKED B COUNTY DATE /t.•/ F UTUfr�r CJMMrG I AL 7 SITE MAP SCALE Ir = 3001 1 300 0 300 R/W 6' SECTI01+1 B -B I ACCESS RAMP DETAIL M.T.S. WORK TO BE DONE THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT COUNTY OF RIVERSIDE STANDARDS AND SPECIFICATIONS, DEL WEBB'S STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. PRIVATE ENGINEER'S NOTE TO CONTRACTOR ALL CONTRACTORS AND SUB -CONTRACTORS PERFORMING WORK ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATION SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY ORDERS.' THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB -CONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAND LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. OWNER/DEVELOPER DEL WEBB CALIFORNIA CORPORATION 39755 WASHINGTON STREET BERMUDA DUNES, CA 92201 (619) 772-5300 ENGINEER RICK ENGINEERING COMPANY 3050 CHICAGO AVENUE, SUITE 100 RIVERSIDE, CA 92507 (909) 782-0707 SOILS ENGINEER HILLTOP GEOTECHNICAL, INC. 27210 EAST THIRD STREET HIGHLAND, CALIFORNIA 92346 PHONE: (909) 862-0897 FAX: (909) 862-7069 CONSTRUCTION NOTES QUANTITY ESTIMATE 0 PLACE 0.25' A. C. OVER 0. 33' CLASS 2 A. B. .................................... 49720 TON 0 CONSTRUCT P.C.C. WEDGE CURB PER DETAIL ON SHEET NO. I.-_ ------ 18, 000 L.F. Q3 CONSTRUCT 4' P.C.C. SIDEWALK PER R I VERS I DE CO. STD. 401.__.72,000 S.F. ® CONSTRUCT ACCESS RAMP PER DETAIL ON SHEET NO. I..-.-_--------------------- 24 EA. O CONSTRUCT MODIFIED (6' WIDE) CROSS GUTTER PER RIVERSIDE CO. STD. NO. 209 AND 209A. ............... .-------- ...................... ..... 39795 S.F. ® CONSTRUCT MODIFIED CURB INLET CATCH BASIN AND MODIFIED GUTTER DEPRESSION PER RIVERSIDE CO. STD. NO. 300 AND DETAIL ON SHEET NO.I. --- ---------------------------------------- ...---------------------- ------------------ 14 EA. ® ADJUST EXISTING MANHOLE TO GRADE.__ -------- ................. 13 EA. PLACE 24' CPP, ADS N-12 SMOOTH INTERIOR PIPE OR EQUIVALENT.... -1,029 L.F. 10 PLACE 30' CPP, ADS N-12 SMOOTH INTERIOR PIPE OR EQUIVALENT - ------- 314 L. F. I I PLACE 18' CPP, ADS N-12 SMOOTH INTERIOR PIPE OR EQUIVALENT - -------- 88 L.F. PLACE CPP FLARED END SECTION, ADS N-12 PIPE OR EQUIVALENT. ---------- 13 EA. CONSTRUCT CONCRETE OVERSIDE DRAIN PER DETAIL ON SHEET NO. 1. -.------.- 2 EA. ASPHALT EMULSION. --------- --------- -- 6 TON STREET NAME SIGN....... .............. ----------- ------ --------- ------.....12 EA. UTILITY TRENCH. ..... -- _--- 18.000 L.F. 240X24OX180 CPP WYE, ADS N-12 SMOOTH INTERIOR OR EQUIVALENT. ---------.- I EA. ROADWAY EXCAVATION (NOTEt THIS QUANTITY IS SHOWN FOR --------------- 4, 416 C. Y. INFORMATIONAL PURPOSES ONLY. ROADWAY EXCAVATION COMPLETED PER LANDSCAPE ENHANCMENT PLANS.) NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. BENCHMARK: RIVERSIDE COUNTY BENCHMARK: BRASS DISK IN CONCRETE POST, STAMPED 603-37-68 3.6 MILES NORTHWEST ALONG HIGHWAY 60 FROM HIGHWAY NI AT 'Y' IN INDIO, THEN 3.3 MILES NORTHWEST ALONG COUNTRY= CLUB DRIVE, SET BRASS DISK IN 12 INCH CONCRETE 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, NO NUMBER. MONUMENT IN POLE LINE 296.0 FEET SOUTHEAST OF OLD WASHINGTON STREET, 44.0 FEET SOUTHEAST OF SOUTHEAST BOUND TRACT OF RAILROAD. ELEV. 103.651 ADJUSTMENT 1970 RL 3GP1L rr«rvizi=v UMUQn int urnr_v 1v1'1 ..r - wpFESStRICK ENGINEERING COMPANY �y� ESStp� h�O A. pT,, h( 'Y/, EDWARD M. RAACA R.C.E. 4 v _ I (4 �+ DATE: REGISTRATION EXPIRES 6-30-" No. 33950 $ �+ W No. 46604 Z Exp.6-30-96 Exp.6-30-99 APPROV D B: DATE: 02 19,49 7 SCALE: rCIVI%W „��� >, CIV4�. ,"r FORT TAT1ON D T. ERSIDE COUNTY, CALIFORNIA AS SHOWN E' �144f f ct►t��dl< KHAL 0 A.OTHMAN R.C.E. NO. 33950 EXP. DATE 5-34-9NI DATE: OCT. 1997 3050 Ch 1 ooW Avsnw Suits 100 Riverside, CA 92507 (909) 792-0707 BENCH MARK: SEE ABOVE NOT COUNTY MAINTAINED ROADS DEL WEBB SUN CITY PALM DESERT STREET IMPROVEMENT PLAN TRACT NO.28242 SCHEDULE 'A' W.O. FOR: DEL NEde CAUFORNA CORP. F.B. N �x I 20 OF _ SHEETS ui FILE NO. o 0 PROJECT WALL BANYON GROVE CT. (SEE SHEET 3) FREISHA \ COURT ---4-.. (SEE SHEET 9) DAMASK RO I& COURT -- (SEE SHEET 9) PROJECT WALL --` ALLEGRO COURT � (SEE SHEET 10) DEERBROOK CIRCLE--% (SEE SHEET 10) Underground Service Alert Call, TOLL FREE ,22-4133 I TWO WOi ING DAYS >Isi"OM YOU NO AW / proJvvTai r-grpi v-IZ�bV/'3%VMrA.agn LST 6 TRACT N04 2 090 GOLr COURSE /We Tq TE /0 DATE I BY I MARK ENGINEER DESCNED BY: TRACT V3: )\5 J TRA T R A 0T APPROVAL DATE APPR. DATE REVISIONS I COUNTY CHECKED BY DRAWN BY: CHECKED BY: DATE ESSipN, �p A. 0T \\ " No. 33950 Z Exp.6-30-98 civ %\. CAL\F�// NOTE: ALL STREETS PRIVATE EXCEPT WASHINGTON ST. AND VARNER RD. VFESS� mr L No. 46804 z Exp.6-30-99 �4T CI V IV �It TR -A CT "�f �'"w ,,..��C. .� rf;4C.KENGiNEEfuNGCompANy EDWARD M. RATICAN R.C.E. 3050 Cnlcopo Avery. s wit. �� DATE: REGISTRATION EXPIRES 6-30-99 Riverside, CA 92507 (W9) 782-0707 APPROVED 8i* DATE: i s 191171 SCALE: IBENCH MARK: r"NSPORTA14D"PT.. RIVERSIDE COUNTY. CALIFORNIA KHALED A.OTHMAN R.C.E. NO. 33950 EXP. DATE 6-30-98 AS SHOWN DATE: OCT. 1997 SEE SHEET ONE SCALE Is = 200' .i1 TR -A C r 1 JJJJ DEL WEBB SUN CITY PALM DESERT STREET IMPROVEMENT PLAN TRACT NO.28242 SCHEDULE 'A' W.O. I FOR: DEL wEn CALF0ISM COAD. I F.B. 2 OF 20 SHEETS FILE N0. 9/2 -EE S P"L: MANORGATE ROAD CURB DATA NO. DELTA OR BRG. RADIUS LENGTH TANGENT i I 800.00' 08' 46'181 1491.00' 228.27' 114.W 50.00' 2 38.13' N 30' 54'30' W N 28024'43' W 19.38' 212.44' 3 N 28-24'438 W 02' 29' 36' 1409.00' 61. 31' 30.66' 2029'36@ 4 62.01' N 28#24'432 W 6 318.09' 19. 39' 5 15' 05' 25' 76.00' 20.02' 10.07' E87 6 1 1475.00' 104' 13'25, 40.00' 72. 76' 51.40' 7 14' 05'16* 76.00' 18.69' 9.39' 8 07' 55'590 816.00' 1 12.98' 56.58' 9 14' 381340 109.00' 27.861 14.00' 1 N 83#15'08@ E 50.00' I I 214' 56' 25' 38.00' 142.55' - - - F1 -j N 48' 18' 43' E 50.00' I 21' 20' 46' 109.00' 40.61' 20.54' I 07' 16' 17' 784.00' 99.50' 49.82' -10II 74' 391316 34.00' 44.30' 25.93' I N,28-24143@ W 171.44' 1 I N 28' 24' 43' W 72.32' 1 02-291368 1441.00' 62.711 31.36' 1 N 30' 54' 30' W 19.39' 2 02' 16' 20' 1459.00' 57. 86' 28.93' 2 I 03' 13' 22' 1459.00' 82.07' 41.04' CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARK i 14' 27' 28' 800.00' 201.87' 101.47' 2 74' 39' 31 ' 50.00' 65.15' 38.13' 3 N 28024'43' W 212.44' 4 N 28-24'438 W 1 13. 32' 5 2029'36@ 1425.00' 62.01' 31.01' 6 N 30' 54' 30' W 19. 39' 3054'38' 1475.00' 100.67' 50.36' E87 4051'40' 1 1475.00' 1 125.15' 1 62.61' NNJ UnlerWround Service Alert APPROVAL D FOR SAE ESS1 SEAL ESSi PREPAREd UNdER THE dIRE ION OF DEL WEBB SUN CITY PALM DESERT �4 "RICI ENG�RING COMPANY STREET IMPROVEMENT PLAN 40 A. 0 , �`�`� 1N� C , EDWARD w►. R TICAN R.C.E. 46 44 Soso CnIcopo Avorka pAI I= TOLL FLEE �; ��Tye tI'= DATE: REGISTRATION EXPIRES 6-30-99 Rt',,.'■�a, CA szso7 <sos> >az-o,o� TRACT N0. 2824Q..- 3 4R! ' +► & "c No. 33950 �► No. 46804 Z . , 1 �'7 SCALE: SCHEDULE 'A' _ Exp.6-30-9e Exp.6-30-99 APPROv D Y. DATE. BENCH MARK. DATE 1 -40' MANORGATE ROAD OF 20 SHEETS 422-4133 DATE BY MARK APPR. DATE NN E ER REVISIONS COUNTY CHECKED BY sTgr CIVIL �.* sr�T CIVI\, �� F ANSPO A N DEPT., RIVERSIDE COUNTY. CALIFORNIA SEE SHEET ONE STA■ I0+00 TO STA. I9+00 FILE NO. F �L�F ` F OF ���fpP KHALED A. OTHMAN TWO WORKING DAYS YOU Div D£S t} BY; DRAWN BY: CHECKED BY: DATE R.C.E. No. 33950 EXP. DATE 6-30-98 DATE: OCT. 1997 W.O. FOR: DEL WEN CAUFOnNu► Cam. F.B. /usr/pro jdoto/r-qrp/d-[MS/5691mp2.dgn 9/40 C" N Z CURB DATA N0. DELTA oR BRG. RADIUS LENGTH TANGENT 2 06' 10' 10' 1491.00' 160.55' 80.35' 2 04' 28` 46' 1491.00' 116.57' 80.391 2 24' 17' 59' 1 109.00' 470.34' 58.31' 2 06' 18'28* 1459.00' 160.62' 238. 76' 2 04' 37'04' 1459.00' 117.59' 58.83' 2 04' 37'138 1141.00' 92.01' 1 46.03' 2 15' 37'378 1141.00' 311.20' 1 156.57' Jcic SH% jp " I SITE N0, 5724 �(f 1 s I f� i tT CAUTION: PLAN: MANORGATE ROAD EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN, CONTRACTOR TO VERIFY IN FIELD. CENTERLINE DATA NO, DELTA OR BRG, RADIUS LENGTH REMARK 777 7' 56'46* 1475.00' 204.56' 102.44' 10 6' 15' 22' 1475.00' 161.06' 80.61 ' I I 6' 38'089 1 125. 00 ` 1 130.29' 65.22' 12 17* 39' 5 I ' 1 125.00' 1 346.84' 174.81 ' Ualersrenad Service Alert R ECOMMENDED F AL SEAL PREPARED UNDER THE DIR TION DEL WEBS SUN CITY PALM DESERT � RaWAL �fsst �ESS,O;,�� - &- 2? RISK ENGII�+TEERING COMPI�,NY STREET IMPROVEMENT PLAN } A. QlA;wl,� EDWARD M. RA ICAN R,C.E.46W4 sulft ° c o0 �"�""� Cal I TOLL FREE �P DATE; REGISTRATION EXPIRES 6-30-49 River=lel., CA 92507 H09) 732-0747 TRACT NO. 28242 4 No.No. 46004 11-800 E p.6 3O -9d WE p.6 -3O -99z APPROW BY: DATE: SCALE: BENCH MARK: SCHEDULE 'A' 422-4133 ATE ,� � 1' = 40' MANORGATE DRIVE of NO SHEETS DATE BY MARK APPR. ENGINEER REVISIUfiS COUHECKED BY +r CMV �.�t s�'T CIVIL �,P RANSPO DEPT., RIVERSIDE COUNTY, CALFORNIA SEE SHEET ONE or CAV X KHALED A. OTHMAN STA 19+00 TO STA 27+42s74 FILE No. F £ �FOP Two WORKING DATA sig Tov DW DESIGNED BY: DRAWN BY: CHECKED BY: DATE eZy.,07 R.C.E. No. 33950 EXP. DATE 6-30-9e DATE: OCT. 1997 W.O. FOR: DEL WEn cAuFomA coRP. IF.B. /urr/pro jdoto/r-qrp/d-12569/5691mp3.dgn N 15 W 0 0 J CL w 17 28 29 30 31 32 33 34 35 36 37 CAUTION: EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN. CONTRACTOR TO VERIFY IN FIELD. Underground Service Alert Co I I i TOLL FREE 1-504 422-4133 TWO WC"ING DAYS YOU DIG n•r�JVA nc•src.ns#[aIf•7L•PI/fI LMi?aa, «L}taG.'�l DATE I BY I MARK I I APPR. I DATE ENGWER I REVISIONS I COUNTY DRAWN BY: CHECKED BY: VAL OOESSip�,_ �w4 �© A. ©l " No. 33950 Z DATE CHECKED BY DATE 4�£ �lCVIV VIV CAL�F��,� SEAL PREPA f £SSJpA,_Y 4Qa' ACHE( ' C9tq© 'ei/ No. 46804 z DATE: Exp,6-30-99 APPRO M RICK ENGINEERING CComPANY tutNARO M. RATICAN R.C.E. �46�10� 3050 ChIC090s""'e sulto 0K REGISTRATION EXPIRES 6-30-99 Rrvwsia., CA 92507 (9") 782-OTOT _ 12 '' _ _ DATE: /= SCALE: IBENCH MARK: 1' = 40' FOR R PORTAT! T., RIVERSIDE COUNTY, CALIFORNIA KHALED A, OTHMAN R.C.E. NO. 33950 EXP. DATE 6-30-98 LDATE: OCT. 1997 SEE SHEET ONE CONSTRUCTION NOTES 1C} PLACE 0.25' A.C. OVER 0.331 CLASS 2 A.B. 2C? CONSTRUCT P. C. C. WEDGE CURB PER DETAIL ON SHEET NO. I. 3C1 CONSTRUCT 4' P.C.C. SIDEWALK PER RIVERSIDE CO, STD. 401. SCALE 1' = 40' 40 0 40 g0 120 CURB DATA N0. DELTA OR BRG, RADIUS LENGTH TANGENT 13 2 1 125.00' 18' 41 ' 58' 1109.001 361.941 182.59' 3 N 50057'360 W 34#14'07' 7.52`, 1 582.58' 1 300.28' 31 34' 14' 07' 959.00' 573.02' 295. 35' 3 18041'58' 1 141.00' 372.391 187.86' 3 N 50057'369 W 7.52' 3 1 34' 14' 07' 991.00' 592. 14' 305.20' CENTERLINE DATA N0, DELTA OR BRG. RADIUS LENGTH REMARK 13 18' 41'58- 1 125.00' 367. 16' 185. 23' 14 N 50' 57' 37' W 7.52' 15 34#14'07' 1 975.00' 1 582.58' 1 300.28' DEL WEBB SUN CITY PALM DESERT STREET IMPROVEMENT PLAN TRACT NO.28242 SCHEDULE 'A' MANORGATE ROAD STA 27+42.74 TO STA 37+00.00 W.O. FOR: DEL WEBB CALIFORNIA CORP. I F.B. 5 OF 20SHEETS TwAffLia r, x W I.- -w C1 r- 0 J a 91z 4E , SCALE In = 40' L UnJersr*unJ Service Alert rt 1 TOLL 1 1-800 422-4133 q 11 TWO W01MING DAYS WPM11 YOU NO /usr/pro jdoto/r-qrp/d-IM9/569imp5.dgn APPROVAL VOESSt #pp� L �p A. 11T'Y hb.44401 _j 33950 DATE Exp•6-30-90 DATE BY MARK APPR. DATE ENGKER REVISIONS COUNTY CHECKED BY %�tqr Crvlt DESIGNEDr BY: DRAWN BY: CHECKED BY: DATE f £ i�%I_i4�` ?fOES �r No. 46904 z kDATE- PExp.6-30-99 CI V IV \\TF OF CA01 / EDWARD M iRATICAN R.C.E. ..A REGISTRATION EXPIRES 6-30-99 J' D _DATE: o s !71 SCALE: TATI06,4EPT.. RIVERSIDE COUNTY. CALIFORNIA KHALED A.OTHMAN R.C.E. NO. 33950 1s RICK ENGINEERING COMPANTY I' = 40' EXP. DATE 6-30-95 [ DATE: OCT. 1997 3050 ChiCOW Av nU* Suits 100 Riverside. CA 92507 (909) 782-0707 BENCH MARK: SEE SHEET ONE CONSTRUCTION NOTES lO PLACE 0.25' A. C. OVER 0.33' CLASS 2 A. B. 2O CONSTRUCT P. C. C. WEDGE CURB PER DETAIL ON SHEET NO. 1. 3O CONSTRUCT 4' P. C.C. SIDEWALK PER RIVERSIDE CO. STD. 401. l�J ADJUST EXISTING MANHOLE TO GRADE CURB DATA N0. DELTA OR BRG. RADRJS LENGTH TANGENT 777 3 975.00' 21' 10'49- 959.00, 354. 51 ' 179.30' 3 N 73-37'28@ E 48' 32' 17' 50.00' 254.14' 135.26' 3 23' 25' 06' 1 41' 37'00' 316.00' 229.53' 120.09' N 34' 25' 10' W 3 102.00' 1 16' 29'506 316.00' 90.99' 45.81' 66.18' 3 22 N 34' 25' 09' W 300.00` 61.00' 73. 75' 4 N 34' 25'098 W 25.18' 4 I 27' 37' 18' 284.00' 136.91' 69.81' 4 21' 10'490 991.00' 366. 34' 185.28' 4 N 73' 37'286 E 50.00' 4 71' 57'245 284.00' 356.67' 206. 17' 4 N 34025'090 W 168.19' 4 27' 37'184 1 316.00' 1 152.34' 1 77.68' CENTERLINE DATA N0. DELTA BRG. RADIUS LENGTH REMARK 777 21' 10'490 975.00' 360.42' 182.29' 17 N 73037'27@ E 50.00' 18 48' 32' 17' 300.00' 254.14' 135.26' 19 23' 25' 06' 300.00' 122.62' 62.18' 20 N 34' 25' 10' W 102.00' 21 N 34' 25' 10' W 66.18' 22 27' 37' 18' 300.00` 1 144.63' 73. 75' DEL WEBB SUN CITY PALM DESERT STREET IMPROVEMENT PLAN TRACT NO.28242 SCHEDULE 'A' MANORGATE ROAD STA 27+42.74 TO STA 48+00. W.O. FOR: DEL NEw CALIFORNIA CORP. I F.B. m OF 20SHEETS 77-N 0. z 9/Z -EE 172 Mw... EXIST. IO' VCP SEWER \ SCALE If. 40 CA TI N: a` EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS 40 0 40 a0 120 UNKNOWN. CONTRACTOR TO PLAN: MANORGATE ROAD VERIFY IN FIELD, UnJerground Service A L E CURB DATA N0. DELTA OR BRG, RADIUS LENGTH TANGENT N0. 4 18' 29' 52' 284.00' 91.69' 46.25' LENGTH 4 N 80' 32' 19' W 37.95' 29'52* 4 N 80' 32' 19' W 96. 85' 217.95' 24 N 5 1 47.06' 30' 284.00' 233.50' 123.81' 79.00' 51 N 43' 14' 42' E N 77.34' 32' 19' 5 13' 45' 59' 316.00' 75.92' 38.15' 5 18' 29' 52' 316.00' 102.02' 51.46' 294. 35' 5 1 N 80' 321190 W N 379.00' 14' 42' 5 56' 13' 00' 316.00' 310.05' 168.79' N 5 N 43' 14' 42' E 42' 145.84' 27.50' 5 16' 02' 07' 284.00' 79.48' 40.00' o� r CENTERLINE DATA N0. DELTA OR BRG, RADIUS LENGTH REMARK 23 18' 29'52* 300.00' 96. 85' 48.851 24 N 80' 32' 19' W 79.00' 25 N 80' 32' 19' W 300.00' 26 56' 13' 00' 300.00' 294. 35' 160. 24' 27 N 43' 14' 42' E 1 18. 34' 28 N 43' 14' 42' E 27.50' 29 16' 02'079 300.00' 83.96' 42.26' KECOMMENMD FOR SAL SEAL PREPARED UNDER TH DIRECT40N APPROVAL CESS, ESSipy_ - DEL WEBB SUN CITY PALM DESERT Call, � + � TOLD RICK ENGINEERING COMPANY ��,����. STREET IMPROVEMENT PLAN ��pp���� A f 1fCC �� h �'��,© OTy' � �� CHf( /� � EDWARD M. l Tl AN R.C.E. 4 804 3050Suiti oo F DATE: REGISTRATION EXPIRES 6-30-99 Rtwrs�ae. CA 92507 (W9) zee-o�o� TRACT N0. 28242 7 'c No. 33950 s No. 46804 Z APPRO DATE: / s 7 SCALE: SCHEDULE 'A' Exp.6-30-98 Exp.6-30-99 BENCH MARK. 422-4133 DATE BY MARK APPR. DATE DATE 0 � � � I• = 40� MANORGATE R OF 20SHEETS N s OAD �1 W ENGN+lEER REVISIONS COUNTY CHECKED BY Tor clv�� �,,* sj4r clv�t. �,ti� Fo T sPORTA ON T.. RIVERSIDE COUNTY, CAVI ORNiA SEE SHEET ONE STA 48 00.00 TO STA 58 00.00 FILE NO o E OF CA% -%E F OF- C/�,t� 0 KHALED A. OTHMAN + + . 'rw© wotuixv ®wYs sE>�+atB Prov exo DESIGNED BY: DRAWN BY: CHECKED BY: DATE R.C.E. NO. 33950 EXP. DATE 6-30-96 DATE: OCT. 1997 W.O. FOR: DEL WEN CALIFORNIA CORP. F.B. /uar/pro)data/r-qrp/d-12569/5691mp6.dgn e_ E U SCALE V = 40' 40 0 Underground Sere 40 ice Alert I TWO WORKING DAYS SWMR YOU DIG /usr/pro jdoto/r-qrp/d-12569/5691mpT.dgn .1e, 6m +10. ,- 62 23 8 757 115 �ESs,p�_ QF'p �,�p A. p �+ 4r No.33950 Z ' Exp.6-30-98 , Civ reOF CtF� 50 ,,, e7:6 AL PREPARED UNDER 1 ESSio4,_ Y � t� •�s�i DATE: No. 46804 i A Exp.6-30-99 APPRO D : sj4r CIvtL FOR T ORTATIi F OF CALM R.C.E. N0. 33950 EDWARD M. RATICA14 R.C.E. 46844 REGISTRATION EXPIRES 6-30-99 DATE: r IL ., RIVERSIDE COUNTY, CALIFORNIA iLED A.OTHMAN EXP. DATE 6-30-98 1 i I STORM DRAIN DATA N0, DELTA oR BRG. RADIUS LENGTH REMARK r / WN0, 5 OR 44.00' 316.00' 2 N 78' 51 ' 41 ' W REMARK 2 N 82' 35' 40' W 04' 10' 18' 44.00' 23.01' 1 1.51 ' 6 50.43' N 89' 26'32, E 11' 167.00' 61 77' 27'298 314.00' 424.50' 251.82' 26'32' 6 E N 07' 24' 20' E 144.22' 33 6 26'32@ 30-09'436 iB 4, 1 149.51' 76.53' 17.93' 6 34 N 89-26'32' E ' 1 ! i`' �ESs,p�_ QF'p �,�p A. p �+ 4r No.33950 Z ' Exp.6-30-98 , Civ reOF CtF� 50 ,,, e7:6 AL PREPARED UNDER 1 ESSio4,_ Y � t� •�s�i DATE: No. 46804 i A Exp.6-30-99 APPRO D : sj4r CIvtL FOR T ORTATIi F OF CALM R.C.E. N0. 33950 EDWARD M. RATICA14 R.C.E. 46844 REGISTRATION EXPIRES 6-30-99 DATE: r IL ., RIVERSIDE COUNTY, CALIFORNIA iLED A.OTHMAN EXP. DATE 6-30-98 1 i I STORM DRAIN DATA N0, DELTA oR BRG. RADIUS LENGTH REMARK N0, WN0, 5 OR 44.00' 316.00' 2 N 78' 51 ' 41 ' W REMARK 2 N 82' 35' 40' W 04' 10' 18' 44.00' 23.01' CURB DATA DELTA OR BRG. RADIUS LENGTH TANGENT N0, WN0, 5 OR 12' 10'45' 316.00' 67. 17' 33.71 ' REMARK 5 19' 04' 10' 18' 316.00' 23.01' 1 1.51 ' 6 50.43' N 89' 26'32, E 11' 167.00' 61 77' 27'298 314.00' 424.50' 251.82' 26'32' 6 E N 07' 24' 20' E 144.22' 33 6 26'32@ 30-09'436 284.00' 149.51' 76.53' 17.93' 6 34 N 89-26'32' E 02' 225.93' 330.00' 6 472.50` 82#02'128 346.00' 495.41' 300.97' 20' rfi-a N 07-24'20@ E 144. 22' 144.22' MICK ENGINEERING COMPANY DEL WEBB SUN CITY PALM DESERT 3M ,,,COW ,,,,W%* STREET IMPROVEMENT PLAN Suite TRACT NO 28242 Riwrsiei�, CA 92187 tl09i 782-0707 ■ SCALE: BENCH MARK: SCHEDULE 'A' I' = 40' MANORGATE ROAD SEE SHEET ONE STA 58+00.00 TO STA 68+00 DATE: OCT. 1997 W.O. FOR: DEL WEBB CALIF00" CORP. F.B. 9 0 Z �4< 8 i OF 20SHEETS W FILE N0, 0 I CENTERLINE DATA N0, DELTA OR BRG, RADMJS LENGTH REMARK 30 19' 05' 06' 300.00' 99.93' 50.43' 31 11' 04'388 300.00' 58.00' 29.09' 32 N 89' 26'32' E 208.00' 33 N 89' 26'32@ E 17.93' 34 82' 02' 12' 330.00' 472.50` 1 287.05` 35 N 7' 24' 20' E 144. 22' MICK ENGINEERING COMPANY DEL WEBB SUN CITY PALM DESERT 3M ,,,COW ,,,,W%* STREET IMPROVEMENT PLAN Suite TRACT NO 28242 Riwrsiei�, CA 92187 tl09i 782-0707 ■ SCALE: BENCH MARK: SCHEDULE 'A' I' = 40' MANORGATE ROAD SEE SHEET ONE STA 58+00.00 TO STA 68+00 DATE: OCT. 1997 W.O. FOR: DEL WEBB CALIF00" CORP. F.B. 9 0 Z �4< 8 i OF 20SHEETS W FILE N0, 0 I CAUTION: EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN. CONTRACTOR TO VERIFY IN FIELD, SCALE 1' = 40' m IL4] Us] Unlersround Service Alert Colli TOLL FLEE 1-804 422-4133 TWO WORKING DAYS SRFME TOU DItiWORKING DAYS SRFME TOU DIG /usr/q-ojdota/r_grp/d_I2569/569in1p8.dg7 120 5 L a' 147 146 WIC 145 an ► - Q) U1 Of m ± m 1ko o 141 142 PLAN: FRIESHA COURT mm�cm ti 144 REVISIONS DRAWN BY: VAL APPR. DATE COUNTY CHECKED BY CHECKED BY: DATE A. RAE VOfSSI rc,© A. OT 33950 2 Exp.6-30-96 TF OF CALF 155 SEE SHT.3 :AL PREPA ?glFEssi� � 9 �,CHft DATE: NO t LUN0.46804 i Exp.6-30-99 APPRC U U W 00(n 154 153 V� U W - UU SEE SHT.3 1` m r - 1� O, N Cn tD Cm 90' 00' 00' 25.00' 39.27' 25.00' 6 li 61.73' 122 I I 17'36'01 109.00' 4 0 16.87' 7 N 43' 59' 16' E I# 71 215' 12'028 38.00' I - - - 7 5 17+74"5 PCC a TE 1o.= 7 17-36'010 109.00' 33.48' 16.87' 7 N 61 ' 35' 17' E DAMASK ROSE CT C 7 90-00,008 25.00' 39.27' 25.00' 7 91' 38' 19' 25.00' 39.98' 25.73' 12 c3 IIi1I 41.37' 4 7 17' 36'0 1 ` 109.00' 33.48' 16.87' i+t 50.00' 8 �>A 2150 12'022 t 142. 73' SEE SHT.3 :AL PREPA ?glFEssi� � 9 �,CHft DATE: NO t LUN0.46804 i Exp.6-30-99 APPRC U U W 00(n 154 153 V� U W - UU N0. 1` m r - 1� TANGENT N Cn tD Cm 90' 00' 00' 25.00' 39.27' U U W U all Co N� U UiU T OD 00 _ a, L r'r;� ±Cn PLAN: DAMASK ROSE COURT CTLON OF: EbWARO M. RATICAA R.C.E. 46804 REGISTRATION EXPIRES 6-30-99 DATE: /s 1' S,*�T Cjvl%- ��P FOR TR SPORTATION DEPT., RIVERSIDE COUNTY, CALIFORNIA F OF CAOt � KHALEO A. OTHMAN R.C.E. NO. 33950 EXP. DATE 6-30-98 150 152 EXIST. 6. WALL 151 RICK ENGINEERING COMPANY 3050 CAvenue 0 a Suits 100 100 Rtverslde, CA 92507 (909) 732-0707 wo-A SCALE: BENCH MARK: 1" = 40' SEE SHEET ONE DATE: OCT. 1997 CONSTRUCTION NOTES �1 PLACE 0.25' A.C. OVER 0.33' CLASS 2 A. B. CONSTRUCT P.C.C. WEDGE CURB PER DETAIL ON SHEET NO. I. Q CONSTRUCT 4' P. C. C. SIDEWALK PER RIVERSIDE CO. STD. 401. ® CONSTRUCT ACCESS RAMP PER DETAIL ON SHEET NO. 1. Q CONSTRUCT MODIFIED (6' WIDE) CROSS GUTTER PER RIVERSIDE CO. STD. NO. 209 AND 209A. CURB DATA N0. DELTA OR BRG, RADIUS LENGTH TANGENT 6 90' 00' 00' 25.00' 39.27' 25.00' 6 N 6 i' 35' 17' E 61.73' 6 17'36'01 109.00' 33.48' 16.87' 7 N 43' 59' 16' E 50.00' 71 215' 12'028 38.00' 142.73 ` - - - 7 N 79' 1 1' 18' - E 50.00' 7 17-36'010 109.00' 33.48' 16.87' 7 N 61 ' 35' 17' E 61. 73' 7 90-00,008 25.00' 39.27' 25.00' 7 91' 38' 19' 25.00' 39.98' 25.73' 7 N 62' 58' 31 ' E 41.37' 7 17' 36'0 1 ` 109.00' 33.48' 16.87' 7 N 45' 22'300 E 50.00' 8 2150 12'022 38.00' 142. 73' - - - 81 N 80' 34'312' E 50.00' 8 17' 36'01- 109.00' 33. 48' 16.87' 8 N 62' 58' 31 " E 41. 37' 8 91' 38' 17' 25.00' 39.98' 25. 73' CENTERLINE DATA N0, DELTA OR BRG. RADIUS LENGTH REMARK 777 N 61' 35' 170 E 194.84' 37 N 62' 58' 31' E 175.07' DEL WEBB SUN CITY PALM DESERT STREET IMPROVEMENT PLAN TRACT NO. 28242 SCHEDULE 'A' FRIESHA COURT, DAMASK ROSE CT, W.O. I FOR: DEL WEBB CALIFORNIA CORP. I F.B. CAUTION: EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN. CONTRACTOR TO VERIFY IN FIELD. SCALE Is= 40' 00 �ju 10 II CONSTRUCTION NOTES %be PLAN: ALLEGRO COURT Underground Service Alert AgoorwElm MIL CA I I i TOLL FREE 1-800 422-4133 I TWO ROR[ING DAYS ORP'ORE YOU DI® /usr /pro jdoto/r-qrp/d_12569/5691aip9.dgn l : ALLEGRO DRIVE APPROVAL ` r ; DESIGNED DRAWN ; t 4P 10 p A. 0 T� / No. 33950 Exp.6-30-98 �'r CV IV 4t OF- CAo �,� m 1,33, :3 . 0 mo 0(,1FESS t HQ No. 46804 a Exp.6-30-99 T'r CIVIV \\£ OF CALIF ra W* 167 CLASS 2 A. B. RADIUS Q CONSTRUCT P.C.C. WEDGE CURB PER DETAIL ON SHEET NO. 1. 166 CONSTRUCT 4' P. C. C. SIDEWALK PER R I VERS 1 DE CO. STD. 401. �4 CONSTRUCT ACCESS RAMP PER DETAIL ON SHEET NO. I. ® U OD U iul " N p! 25.00' STD. NO. ti 8 N 75' 46' 58' E 18.21 ' 06 0R 1 109.00' 3 4nw 9 N 86' 37' 011 W C> 50.00' s Te m 3 i 4 a� t IN PLAN: DEERBROOK CIRCLE ja4 10 jolt EDWARD M. RATICA R.C.E. DATE:&/&; -A REGISTRATION EXPIRES 6 APPRO _ D Y: ^ DATE: / i s FO�t �ftANSPORTATQNAEPT.. RIVERSIDE COUNTY. CALIFORNIA V KHALED A.OTHMAN R.C.E. NO. 33950 EXP. DATE 6-30-98 RICK ENGINEEWNNG COMPANY 11 SCALE: I' = 40` 3050 Ch1cog0 Avenue Suit. 100 Rlversift. CA 92507 6EN7 MARK: DATE: OCT. 1997 (909) 792-0707 SEE SHEET ONE (I PLACE 0.25' A.C. OVER 0.33' CLASS 2 A. B. RADIUS Q CONSTRUCT P.C.C. WEDGE CURB PER DETAIL ON SHEET NO. 1. 33 CONSTRUCT 4' P. C. C. SIDEWALK PER R I VERS 1 DE CO. STD. 401. �4 CONSTRUCT ACCESS RAMP PER DETAIL ON SHEET NO. I. ® CONSTRUCT MODIFIED (6' WIDE) CROSS GUTTER PER RIVERSIDE CO. 25.00' STD. NO. 209 AND 209A. 8 CURB DATA NO. DELTA oR BRG. RADIUS LENGTH TANGENT 38 8 N 75' 46' 58' E 84.52' N 75' 46' 58' E 8 88' 13' 24' 25.00' 38.49' 24.24' 8 1 91' 38' 18' 25.00' 39.98' 25.73' 8 N 75' 46' 58' E 18.21 ' 8 1 7' 36' 01 ' 109.00' 33.48' 16.87' 9 N 86' 37' 011 W 50.00' 91 1 215' 12' 02' 38.00' 142. 73' --- -- N N 58' 10' 57' E 50.00' 9 17#36'019 109.00" 33.48' 16.87' 9 N 75' 46' 58' E 18.21 ' 9 1 91. 38'18@ 25.00' 39.98' 25. 73' 9 88' 13' 24' 25.00' 38. 49' 24.24' 9 N 75' 46' 58' E 84.52' 9 93' 53' 53' 25.00' 40.97' 26. 76' �99 31' 41 ' 16' 109.00' 60.28' 30.93' 10 N 37' 46' 49' E 22.00` 101 217' 37' 24' 38.00' 144.331 --- 10 N 75' 24' 13' E 98.46' I O 87-59'06 25.00' 38.39' 24.14 CENTERLINE DATA N0, DELTA OR BRG, RADIUS LENGTH REMARK 38 N 75' 46' 57' E 151.91 ' 39 N 75' 46' 58' E 124.79' 40 N 75.24' 13' E 138.74' DEL WEBB SUN CITY PALM DESERT STREET IMPROVEMENT PLAN TRACT NO.28242 SCHEDULE 'Al ALLEGRO CIR., DEERBROOK CIR, W.O. I FOR: DEL WEN CALIFORNIA CORP. I F.B. �k 10 N OF 2OSHEETS W FILE NO. 1 0 L� e 9/2 -EE 0 CAUTION01 : EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN. CONTRACTOR TO VERIFY IN FIELD. SCALE I' = 40' 40 C+ 40 Uu4erground service Alert Calb TOLL FREE I -am 422-,133 TWO WORKING DAYS BEFORE TOU DIC? /usr/pro Jdato/r-qrp/d-QS69/5694mp10.dgn ,e 120 4 C N C 10 1i PLAN: FERNWOOD GLEN COURT 9foESSi A. p No. 33950 Exp.6-30-90 CIV11- \\TF or Cm_i, ?qpIFESSE{„� HEEL 'Y W No. +46W g Exp.6-30-99 CIV1%, It \\� OF,. CAt14 NZ EDWARD M. RATICAN DATE: ARMSTRATION EXPIRES APPROV D : / _ _ DATE: R.C.E. NO. 33950 R.C.E. 6-30-99 adbEPT.• RIVERSIDE COUNTY, CALIFORNIA KHALED A.OTHIMAN MCK ENGINEERING COMPANY 3050 CntC090 AvMw* suits 100 Riverside, CA 925OT (909) 762-OIOT SCALE: TRENCH MARK: 1' = 40' EXP. DATE 6-30-90 1 DATE: OCT. 1997 SEE SHEET ONE CONSTRUCTION NOTES al PLACE 0.25' A. C. OVER 0.33' CLASS 2 A. B. Q2 CONSTRUCT P.C.C. WEDGE CURB PER DETAIL ON SHEET NO. 1. �3 CONSTRUCT 4 • P. C, C. SI DEWALK PER RIVERSIDE CO. STD. 401. ® CONSTRUCT ACCESS RAMP PER DETAIL ON SHEET NO. 1. �5 CONSTRUCT MODIFIED (6' WIDE) CROSS GUTTER PER RIVERSIDE CO. STD. NO. 209 AND 209A. CURB DATA N0. DELTA OR BRG, RADIUS LENGTH TANGENT ... _. r. s ___mm 85' 46' 16' 25.00' 37.42' 23.22' 10 14' 54'290 109.00' 28.36' 14.26' 10 N 14' 33' 43' E 50.00' m_m 215' 12'024 38.00' 11111111111111mm --- -- 10 10 N 49' 45'46' E 50.00' �1111311111 14.54' 29' r 1 28.36' • - 1 85.46' 16' 25, 0011 37.42' 1 1 1 DESIGNED DRAWN : 1 9foESSi A. p No. 33950 Exp.6-30-90 CIV11- \\TF or Cm_i, ?qpIFESSE{„� HEEL 'Y W No. +46W g Exp.6-30-99 CIV1%, It \\� OF,. CAt14 NZ EDWARD M. RATICAN DATE: ARMSTRATION EXPIRES APPROV D : / _ _ DATE: R.C.E. NO. 33950 R.C.E. 6-30-99 adbEPT.• RIVERSIDE COUNTY, CALIFORNIA KHALED A.OTHIMAN MCK ENGINEERING COMPANY 3050 CntC090 AvMw* suits 100 Riverside, CA 925OT (909) 762-OIOT SCALE: TRENCH MARK: 1' = 40' EXP. DATE 6-30-90 1 DATE: OCT. 1997 SEE SHEET ONE CONSTRUCTION NOTES al PLACE 0.25' A. C. OVER 0.33' CLASS 2 A. B. Q2 CONSTRUCT P.C.C. WEDGE CURB PER DETAIL ON SHEET NO. 1. �3 CONSTRUCT 4 • P. C, C. SI DEWALK PER RIVERSIDE CO. STD. 401. ® CONSTRUCT ACCESS RAMP PER DETAIL ON SHEET NO. 1. �5 CONSTRUCT MODIFIED (6' WIDE) CROSS GUTTER PER RIVERSIDE CO. STD. NO. 209 AND 209A. CURB DATA N0. DELTA OR BRG, RADIUS LENGTH TANGENT I 0 85' 46' 16' 25.00' 37.42' 23.22' 10 14' 54'290 109.00' 28.36' 14.26' 10 N 14' 33' 43' E 50.00' 10 215' 12'024 38.00' 142. 73' --- -- 10 10 N 49' 45'46' E 50.00' I0Foq 14.54' 29' 109.00' 1 28.36' 14. 26' 1 1 85.46' 16' 25, 0011 37.42' 23.22' CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARK 4 I N 32' 09' 44' E 126.68' DEL WEBB SUN CITY PALM DESERT STREET IMPROVEMENT PLAN TRACT NO.28242 SCHEDULE 'A' FERNWOOD GLEN COURT W.O. I FOR: DEL WEBB CALIFORNIA CORP, I F.B. OF 20SHEETS FILE NO. 9/2-E E I MAR: r ALLUNWUUU CUURI SCALE 12= 40' PLAN: GAINSBOROUGH CIRCLE 40 0 4o 8o Ila Unlcr rounj .4;L AI E CURB DATA No. DELTA OR BRG. RADIUS LENGTH TANGENT 42 I 1 1 90' 00' 00' 25.00' 39.27' 25.00' 300.00' 1 I 159.98' N 55-34'51- E N 0' 33' 28' W 60.58' 31. 13' 1 N 9' 27' 41' E 39' 30' 07' 284.00' 195.80' 137.19' I I 29' 23' 50' 109.00` 55.93 11. 14' 1 I N 13' 19' 06' W 50.00' I I 213' 38' 19' 38.00` 141.69' --- i I N 20' 19' 13' E 50.00' 1 I 1 1 ' 40' 29' 109. 00' 22. 21 ' 28. 59' 1 I 46' 56' 07' 316.00' 258.86' 101.97' 12 N 55' 34' 518 E 60. 58' 12 I 90' 00' 00' 25, 00' 39.27' 25.00' 12 91.56' 28' 25.00' 40. 12' 25.86' 12 15.39' 33' 109.00' 29, 79 14.99' 12 N 08' 08' 20' W 50.00` 12 1 215-12'026 38.00' 142.731 - - - 12 N 27-03'42* E 50.00 i 2 1 15.39` 33' 109.00` 29.79' 14.99' 12 91.56' 28' 25.00' 40.12' 25.86' CENTERLINE DATA No. DELTA oR BRG. RADIUS LENGTH REMAW 42 N 55' 34' 51 • E 101.58' 43 56' 08' 19' 300.00' 293.94' 159.98' 44 N 0' 33' 28' W 31. 13' 45 N 9' 27' 41' E 130.261 �o RECOW&NDIED FOR SEAL SEAL PREPARED UNDER THE a1 cTl oF: /+,. APPROVAL �p�ESSI_ �ESSI- CRICK ENGINEERING COMPANY DEL WEBS SUN CITY PALM DESERT Ca i I i TOLL FWE AtQ �p flT'Y q,�4' L 'Y EDWARD M. RATICAN R.C.E. %804 3M Chicago Aver&* � _ ,?Ty DATE:to 100 Rtiversid■, CA y25p, (909) 782-0707 STREET IMPROVEMENT PLAN m REGISTRATION EXPIRES 6-30-99 TRACT N0. 28242 1 �� � No. 33950 �„ �t � Na, 45x44 i � ( > APPROV D DATE. L SCALE. Exp,6-3©-98 Exp.6-30-99 BENCH MARK. ? 422-4133 DATE BY MARK APPR. DATE DATE ! eltlt� 1001 a p 0W is _ 40' SCHEDULE 'Al OF 20SHEETS ENG +IEER REVISIONS COUNTY CHECKED BY sr4r CIviv �,Ot sr{ Cov��- ,,* FflR SPORTA N T., RIVERSIDE COUNTY, CALIFORNIA SEE SHEET ONE GAINSBOROUGH CIR■ FALCONWOOD CT. F OF cA\_x0 rF F CAUjd2' KHALED A. OTHMAN * FILE NO. o 'rwo woll�nvo DAYS B YOU ata DESIGNED BY: DRAWN BY: CHECKED BY: GATE 174,V R.C.E. NO. 33950 EXP. DATE 6-30-96 DATE: OCT, 1997 W.O. FOR: DEL WEBB CALIFORNIA CORP. F.B. � /usr/projdoto/r-qrp/d-12569/5691mpl.dgn a 7E E n CAUT_ ION: EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN. CONTRACTOR TO VERIFY IN FIELD. SCALE 1'= 40' Ut] 51 Underground Service Alert Call= TOLL FREE 1-800 422-'4133 TWO WORUN© DAY'S BEFORE YOU DIG /.�r Jnrn itlr.4n /r nrn JA 1'MG� JCL C4.wwM A.... T� 7 0 K11 iu 11 1[ IJ 19 Ib 1 PLAN: MIRAGE CIRCLE APPROVAL GATE DATE BY MARK APPR, DATE ENGINEER REVISIONS COUNTY CHECKED BY DESIGNED BY: DRAWN BY: CHECKED BY: DATE 1&2 ESStpy_ , U �+ e� No. 33950 Exp.6-30-98 TqT \\F OFCA�tiF�// ?OESStCok% 'Y No. 45804 i Exp.6-30-99 CI Y IV \\� OF CA040// ` a:ff s EDWARD M. RATICAN R.C.E. 46804 DATE:J A&PA" REGISTRATION EXPIRES 6-30-99���" ANiiiiiiiiiiiiiii APPRO D 100�N DATE: e Z _1 SCALE: R.C.E. NO. 33950 **TEPT., RIVERSIDE COUNTY, CALIFORNIA KHALED A.OTHMAN RICK ENGINEERING COMPANY I' = 40' EXP. DATE 6-30-98 DATE: OCT. 1997 3050 Ch1c090 Avenue Suite 100 Riverside, CA 92507 (909) 782-0707 BENCH MARK: SEE SHEET ONE CONSTRUCTION NOTES OI PLACE 0.25' A. C. OVER 0.33' CLASS 2 A. B. Q2 CONSTRUCT P.C.C. WEDGE CURB PER DETAIL ON SHEET NO. I. O3 CONSTRUCT 4' P.C.C. SIDEWALK PER RIVERSIDE CO. STD. 401. Q CONSTRUCT ACCESS RAMP PER DETAIL ON SHEET NO. 1. Q5 CONSTRUCT MODIFIED (6' WIDE) CROSS GUTTER PER RIVERSIDE CO. STD. NO. 209 AND 209A. CURB DATA N0, DELTA OR BRG, RAMS LENGTH TANGENT 46 12 90' 00'008 25.00' 39.27' 25.00' 300.00' 13 124.23' N 09' 27' 41' E 34058'066 39.00' 183.09' 94.501 131 N 0' 33'286 W 44' 59' 15' 284.00' 222.99' 1 17.60' 13 34' 05' 38' 316.00' 188.04' 96.89' 3 16' 45' 24' 109.00' 31.88' 16.05' 3 N 18'11'20' W 50,00' 13 215-09142@ 38.00' 142. 70' -- --- 13 F-3 N 16' 58' 22' E 50.00' 13 19-34157@ 109.00' 37.25' 18.811 13 32-541596 284.00' 163.16' . 83.90' 13 44' 59' 15' 316.00' 248.12' 130.85' 4 N 09#27'416 E 35.73' 41 99' 06' 30' 25.00' 43.24' 29.33' CENTERLINE DATA NO. DELTA OR BRG, RADIUS LENGTH REMARK 46 N 9' 27' 41' E 80.00' 47 44' 59' 15' 300.00' 235.55' 124.23' 48 34058'066 300.00' 183.09' 94.501 49 N 0' 33'286 W 85.69' DEL WEBB SUN CITY PALM DESERT STREET IMPROVEMENT PLAN TRACT NO. 28242 SCHEDULE 'A' MIRAGE CIRCLE W.O. I FOR: DEL WEN CALIFORNIA CORP. I F.B. I OF 20 SHEETS FILE NO. 9/2 -EE 2&2 C+ a+ N W I.- .49 0 SCALE P = 40' IA o AO s0 120 CURB DATA N0. DELTA OR BRG, RADIUS LENGTH TANGENT 50 EA 90' 00' 00' 25.00' 39.27' 25.00' 300.00' 14 127.95' N 46' 45' 1$' W N 0' 33'28' W 25.65' 87. 84' 14 45' 37' 04' 316.00' 251.59' 132.89' 14 1 7.02' 04' 109.00' 32.41' 16.32' 14 N 18' 10' I8' W 50.00' 14 215' 10' 58' 38.00' 142.711 - - - 14 1 N 17' 00' 40' E 50.00' 4 18' 56' 39' 109.00' 36.04' 18.19' M5 1 44' 49' 19' 284.00' 222.17' 117.12' F15-11 N 46' 45' 18' W 25.91' EA 87043'525 1 25.00' 1 38.28' 1 24.03` CENTERLINE DATA Under round Service 1,�erE N0. DELTA OR BRG. RADIUS LENGTH REMARK 50 N 46' 45'180 W 66.65' 5 I 46' 1 1 '50, 300.00' 241.89' 127.95' 52 N 0' 33'28' W 87. 84' RECOMMENDED Al S Al PREPARED UNDER THE OIR lON RICK ENGINEERING COMPANY DEL WEBB SUN CITY PALM DESERT APPROVAL Lt �yFESs�p�yfEssrp ' ��@''' �p A. op ,�c��"' CHEt � EDWARD I RATf� N R.C.E. �° ChIcoW A� STREET IMPROVEMENT PLAN rr,� jj jy [Q[� ,� Su 1 t. 100 14 �rV I 1 i TALL rI�LL h A Riverside, CA 92507 <909) 752-0707 �! � � � � � � DATE: REGISTRATION EXPIRES 6-�-99 TRACT N0. 28242 No. 33950 = �+ No. 46as104 _ �u DATE: r L ? SCALE: BENCH MARK: ' -804 Exp.6-30-96 Exp.6-30-99 APPROV D SCHEDULE 'A' - DATE I' = 40' OF SHEETS �4Z2-4 133 DATE BY MARK APPR. DATE crv« cFV11. t Fo TR sPORTA T„ RIVERSIDE COUNTY, cALI�oRNtA SEE SHEET ONE BLOSSOM CIRCLE FILE NO. ENGINEER REVISIONS COUNTY CHECKED BY lop lqr �' F � �,L1F F- � �`,F(� KHALED A. OTHMAN DESIGNED BY• DRAWN BY: CHECKED BY: DATE /-Z,/#7 R.C.E. NO. 33950 EXP. DATE 6-30-96 DATE: OCT. 1997 W.0. FOR: oE� NEee CALIFo 1A CORP. F.B. i �i4 W 49in r O J d TWO WORKING DAYS marum YOU Swu nBo_tc twrlprojdcto/r-qrp/d-12569/569*AP13.dW 71 C 'tr. & I Q PLACE 0.25' A. C. OVER 0.33' CLASS 2 A.B. PLAN: GINGHAM COURT U2 CONSTRUCT P. C.C. WEDGE CURB PER DETAIL ON SHEET NO. 1. Q CONSTRUCT 4' P. C.C. SIDEWALK PER RIVERSIDE CO. STD. 401. PLAN: GLENEAGLES CIRCLE �4 CONSTRUCT ACCESS RAMP PER DETAIL ON SHEET NO. 1. Q CONSTRUCT AND T (66' WIDE) CROSS GUTTER PER RIVERSIDE CO. SCALE 1'= 40' 40 0 4o so 120 CURB DATA N0. DELTA OR BRG. RADNJS LENGTH TANGENT 53 15 83' 05'416 25.00' 36.26' 22. 15' 300.00' 15 29.09' N 11' 38' 07' W N 0' 33'28* W 27.94' 100.67' 15 N 0' 33'28' W 11' 04' 39' 316.00' 61. 10' 27.54' 15 N 00' 33'28' W 8.56' 15 17# 36'01 ' 109.00' 33.48' 16.87' 15 N 18' 09' 29' W 50.00' 15 215' 12' 02' 38.00' 142.731 --- -- 6 6 N 17.02' 33' E 50.00' Lt I 1 17-36'018 109.00' 33.48' 16.87' 16 N 00' 33' 28' W 8.56' 16 11* 04' 39' 284.00' 54. 91 ' 30.64' 16 N' 1 1.38' 07' W 27.94' 6 83' 05' 39' 25.00' 36.26' 22. 15' 1 roo 90' 00' 00' 25.00' 39. 27' 25.00' 16 N 00' 33' 28' W 0. 74' 16 17-36'010 109.00' 33.48' 16.87' L6A I N 18' 09' 29' W 50.00' 17 215#12' 02' 38.00' 142. 73' --- -- NI 7* N17' 02' 33' E 50.00' 17 17' 28' 24' 109.00' 33.24' 16. 75' 17 94' 42' 20' 25.00' 41.32' 27. 14' CENTERLINE DATA UmlarWronnd Service Alert N0. DELTA OR BRG. RADIUS LENGTH TANGENT 53 N i 1' 38' OT' W 66.47' 54 11' 04' 39' 300.00' 58.00' 29.09' 55 N 0' 33'28* W 100.67' 56 N 0' 33'28' W 133.84' RECOMMENDED SEAL SEAL PREPARED UNDER THE D RUT10N Ot+ WC ENGIM SIZING COMPANY DEL WEBB SUN CITY PALM DESERT APPROVAL L�?VOESSip,L ESSI y '��9 venue A. 0ly HQ1 EDWARD M. RA ICAN R.C.E. 46804 r.Riversh�°°QOA� , �,2-��oT STREET IMPROVEMENT PLAN �; r� ' c, r DATE:11h REGISTRATION EXPIRES 6-30-99 TRACT N0.28242 15 Ca I I= TOLL FREE Y s a No. 46804 _ Exp.6--30 96 Exp.6-30-99 z APPROV D : DATE: 'i- SCALE: BENCH MARK: � b00 ? 1. - 40 SCHEDULE A QF 20SHEETS 422_433 DATE GINGHAM CT., GLENEAGLES CIR. DATE BY MARK APPR. DATE . RIVERSIDE COUNTY. CALIFORNIA SEE SHEET ONE ENGMdEER REVISIONS COUNTY CHECKS© BY sr crvlti �� sr clv`� �z* Fo T SPORTATI FILE N0. 4lE\�04� tT£ OF CAOt HALED A. OTHMAN T1P0 �►0R[IN(3 DAYS dBP+0R6 YOU DI© rDESIGNED BY; DRAWN BY; CHECKED BY: DATE lZ,l R.C.E. N0. 33950 EXP. DATE 6-30-98 DATE: OCT. 1997 W.O. FOR: DEL WE88 CALIFORNIA CORP. F.B.m-j e r /usr/pro Jdoto/r-qrp/d-12%9/56SW14.dgn M 460 N Z W 0 0 J a WATER CAUTION= EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN, CONTRACTOR TO VERIFY IN FIELD. ori lrWO WORKU40 DAYS 1119P+O" YOU M /usr/proJdoto/r-qrp/d-12569/5691".dgn EXIST. SPROVEMENTS PER _.I£ ; 11 CALTRANS CONTRACT NO. 08-427414 13+46.08 WASHINGTON ST= { I 10+00.00 EMERGENCY ACCESS DATE BY MARK APPR. DATE ENGINEER REVISIONS COUNTY DESIGNED BY: DRAWN BY: I CHECKED BY: AL P,Wpf ESS! 'Y Kra y 0 A. OT� � No. 33950 Z, Exp.6-30-98 MM CHECKED BY DATE fr' CI V I1. \\f OF CAo� OOESSi � �l No. 4600 i Exp.6-30-99 �+I;*4t CI V IV �* OF-CA1.�f�// SCALE Is= 40' f • 40 :o 1211, &"-it ` EDWARD M. RATICAN ' R.C.E. -!it DATE: REGISTRATION EXPIRES 6-30-` APPRO D _ DATE: �'E ATj6N WPT« RIVERSIDE COUNTY, CALIFORNIA t KHALED A. OTHMAN R.C.E. NO. 33950 - EXP. DATE 6-30-96 RICK ENGrT uRING COMPANY 3050 ChiC090 AVWVJO Suit* 100 Riverside, CA $2507 (909) 7$2-0707 SCALE: BENCH MARK: 1e = 40' DATE: OCT. 1997 SEE SHEET NO.1 CONSTRUCTION NOTES 0 PLACE 0.25' A.C. OVER 0.33' CLASS 2 A. B. CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARK 57 N 89' 05' 55' E 84.50' 58 51.42' 35' 200.00' 180, 50' 96.92' 59 20' 21'02* 200.00' 71.04' 35.90' 60 N 57' 44' 22' E 71.75' DEL WEBB SUN CITY PALM DESERT STREET IMPROVEMENT PLAN TRACT NO 28242 SCHEDULE 'A' EMERGENCY ACCESS ROAD W.O. I FOR: DEL WEBB CALIFORNIA CORP. I F.B. Im OF 2OSHEETS FILE N0* I.- a - 912 9/2 -EE J