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913dd_spp9/3 -DD 6 5 5 6 T5SR3E ---- -------- - - - - -- HUMBER I I 0 SAP ° vv 4~ i PARK Emmm CONSTRUCTION NOTES -- - I OR ' SH 6A 1O OVERLAY EXISTING PAVEMENT WITH 0.1T AC I I O PLACE A 0.10' MIN. LEVELING COURSE WITH A 0.12' A.C. FINAL CAP 1 6 5 0 w0v"Kj SH 8 I 5 0) TAPER A.C. TO MATCH DRIVEWAYS - - ----- 6------------------------ - J c - I�4 SEAL CRACKS GREATER THAN 318", ROBIN RD ONLY 7 � � • * 7 8- o O5 ADJUST MANHOLE TO GRADE BY OTHERS - _ _ _ -' SH 3A, 5A �6 ADJUST VALVE TO GRADE BY OTHERS - ` _ e`' R0 Di I 0 i ¢ 0 I i ♦ 3AN d � U $� SOUTH n N c9 GR �, s ♦ I 243 COUNTY I I YARD SH 4A i 91 243 14 14 130 J � 1 T5SR2E � I � SH 2AR0 I -- - - - - - -I- -- - - - - - - - - - - - - - - - - - - - - - - -- ------- - - -- - -- - - - -- - dtE sF� - - - ------ - - - - - - I G i � � � 4't+• G R ti" 243 � I W LK INN ok - io �oRION� `T 0 T - � _ � � � � DR vom t6� o ;,, �.' E .Es 0000 13 243 i 18 17 1 --------- -� - - - - -------- 19 20 COUNTRY CLUB DR, WO #A2-0283 LODGE RD, WO #A2-0608 SENECA DR, WO #A2-0973 DICKENSON RD, WO #A2-0328 FERN VALLEY RD, WO #A8-0845 RIM ROCK RD, WO #A2-0880 COUGAR RD, WO #A2-0281 REVISIONS DESIGN SECTION RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT PROJECT REFERENCE 1000 0 1000 2000 3000 REV BY DESCRIPTION APPROVEDA DESIGNED BY: --- 6- 2 A �o yM �� APPROVED BY: RESURFACING W.O. NO. SEE ABOVE DQ E �o �4E ams ® DRAWN BY: 6- Z- "moo 0 VARIOUS LOCATIONS SURVEY NO. NA o0' SCALE: 1'= 10W DATE F. B. NO. NA W. ' MO CE IDYLLWILD AREA ® CHECKED BY: DATE „F 31-00 * �• 3-31-00 9� CAD FILENAME C:1 DATAICADDI . u � E VDYL.DGN PROJECT MANAGER: .2,!!*l+rF C 0��\ DEPUTY DIR CTOR OF TRANSPORTATION Opp ° ��F ADDENDUM ® DATE RCE No. 42328 SHEET 1A OF 6A 9/3 -DD o� 0 0 0.. no SCALES: 1'= 1W HOR .�dv� JOIN EXISTING 'k cy CONSTRUCTION NOTES 1O OVERLAY EXISTING PAVEMENT WITH OAT AC O2 PLACE A 0.10' MIN. LEVELING COURSE WITH A 0.12' A.C. FINAL CAP O3 TAPER AC. TO MATCH DRIVEWAYS O4 SEAL CRACKS GREATER THAN 318', ROBIN RD ONLY O5 ADJUST MANHOLE TO GRADE BY OTHERS O6 ADJUST VALVE TO GRADE BY OTHERS 0 -00- JOIN EXISTING C.L. 0 21' +/- 0 TYPICAL SECTION COUNTRY CLUB DR LACE LN TO SH 243 LENGTH = 2313' +/- NTS COUNTRY CLUB DR, (LAKE LN TO SH 243), LENGTH = 2313 +1--, WIDTH = 21'+/ - REVISIONS DESIGN SECTION RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT PROJECT REFERENCE E EM Y DESCRIPTION APPROVEDA 06 -2 -,?v DESIGNED BY. DATE DRAWN BY: 4JL— G'T _';w DATE CHECKED BY: DATE PROJECT MANAGER: DATE Of ES$to APPROVED BY: o�� E A.,o�, ��, o�oH'ra �� 4 �� oy W ,F No. CE 4L G a *I Exp, IVIL G OR A. J SON DATE �rE OF C A L1f O� DEPUTY DIRECTOR OF TRANSPORTATION RCE No. 42328 RESURFACING VARIOUS LOCATIONS IDYLLWILD AREA COUNTRY CLUB DR W�O.NO. A2-0283 SURVEY NO. NA F. B. "°. NA CAD FILENAME C:1 DATAICADD% UDYLL.DGN SHEET 2A OF 6A 1� ® Q ® ® ® 9/3 -DD SCALES: 1"= IW HOR CONSTRUCTION NOTES 1O OVERLAY EXISTING PAVEMENT WITH 0.1T AC O2 PLACE A 0.10' MIN. LEVELING COURSE WITH A 0.12' A.C. FINAL CAP O TAPER A.C. TO MATCH DRIVEWAYS 4O SEAL CRACKS GREATER THAN 318', ROBIN RD ONLY �5 ADJUST MANHOLE TO GRADE BY OTHERS OB ADJUST VALVE TO GRADE BY OTHERS J REVISIONS DESIGN SECTION DESIGNED BY: lF Y—' 6 -Z 9�s DATE DRAWN BY: — 6-7-- � DATE CHECKED BY: ATE PROJECT MANAGER: DATE .ivriiv NivIR Li r—% SENECA DR, (GLEN RD TO SAN JACINTO RD), LENGTH=1351'+/—, WIDTH=24'+/— RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Q'toFEaa,oy Oo�eE+ti 10y�� t� a s O ,n 0 No. CE 42328 �y Exp. 3.31-00 *I F. T Vr� SOF CA��F APPROVED BY: GEOID A. JqWSON -" ' DATE DEPUTY DIRECTOR OF TRANSPORTATION RCE No. 42328 PROJECT RESURFACING VARIOUS LOCATIONS IDYLLWILD AREA SENECA DR REFERENCE W.O. NO. A2-0973 SURVEY NO. NA F. B. NO. NA CAD FILENAME C:1_DATA%CADD% 11 DYLL. DGN SHEET 4A OF 6A 9/3 -DD C.L. 5� 24 +1- O I / SEE NOTE` — — — — ----- ---sem ---:s -- FERN VALLEY RD SAN JACINTO RD TO PALOMAR RD LENGTH = 1890' +/- *NOTE: INSTALL DOUBLE YELLOW C.L. STRIPE PER CAL -TRANS STANDARDS ( Sy COUWT`( SCALES: 1' =100' HOR JOIN EXIS 0 w JOIN EXIS 25.38' RD- _ _ __ ._.,--------- ---- -- JOIN EXISTIN i CONSTRUCTION NOTES 5 1O OVERLAY EXISTING PAVEMENT WITH 0.1T AC REVISIONS O2 PLACE A 0.10' MIN. LEVELING COURSE WITH A 0.12' A.C. FINAL CAP EV Y DESCRIPTION O3 TAPER A.C. TO MATCH DRIVEWAYS O SEAL CRACKS GREATER THAN 3fir, ROBIN RD ONLY O5 ADJUST MANHOLE TO GRADE BY OTHERS O8 ADJUST VALVE TO GRADE BY OTHERS i i JOIN EXISTING---, XISTIN i � I 5 JACINTO 4o 4t / DICKENSON DESIGN SECTION DESIGNED BY: �— 6-z-919 DATE DRAWN BY: K Cr t 9e FvTA CHECKED BY: DATE PROJECT MANAGER: - Vls DATE JOIN EXIST ----------i ---------- ------ � i CONTINUED ON SH 6A OF 6A i/ / ff7 V c a o C.L. I D It 30 24' +I - Z o= Jsss O sass OG to ENL .ANIL. i�a.ANA AI 3 0 f ISTING ROLLEDRM, SO_ SIDE N RD N RD DICKENSON RD, (PALOMAR RD TO GLEN RD), LENGTH=838'+/-, WIDTH=24'+/- FERN VALLEY RD, (SAN JACINTO RD TO PALOMAR RD), LENGTH= 16901+/-, WIDTH=24'+/- RIM ROCK RD, (SAN JACINTO RD TO DICKENSON RD), LENGTH=849'+/-, WIDTH=22'+/- RIVERSIDE COUNTY TRANSPORTATION DEPARTME1 'jLoFeas,oN APPROVED BY: �° BOE A d ph4, 41( �l0�0 d0y w v w No. CE 42328 G � Ea�.3-31-00 � • G OR A. JOWKSON • DATE r�T f o f IVIILSF o� DEPUTY DIRECTOR OF TRANSPORTATION C11L. RCE No. 42328 PROJECT RESURFACING VARIOUS LOCATIONS IDYLLWILD AREA REFERENCE W.O. NO. A2-0328, A8-0845, A2-0880 SURVEY NO. NA F. B. NO. NA CAD FILENAME C:1 DATAICADDI IIDYLL.DGN SHEET 5A OF 6A 9 /3-pD r►nLlTlul len nu eu yew nC CA CONSTRUCTION NOTES 1O OVERLAY EXISTING PAVEMENT WITH 0.1T AC 100 200 3W O2 PLACE A 0AY MIN. LEVELING COURSE WITH A 0.12' A.C. FINAL CAP �3 TAPER A.C. TO MATCH DRIVEWAYS O SEAL CRACKS GREATER THAN 3ff, ROBIN RD ONLY SCALES: 1"= 101Y HOR O ADJUST MANHOLE TO GRADE BY OTHERS O6 ADJUST VALVE TO GRADE BY OTHERS RIM ROCK RD, (DICKENSON RD TO FERN VALLEY RD), LENGTH=1706'+/-, WIDTH=21'+/- COUGAR RD, (HOWLAND DR WLY TO END), LENGTH=1950'+/-, WIDTH=25'+/- 9/3-OD INDEX OF SHEETS SHEET 1 - TITLE SHEET SHEET 2 - INDEX SHEET SHEET 3 - TYPICAL SECTIONS SHEET 4 TO 9 - PLAN AND PROFILE COMSTRUCTION NOTES 1D OVERLAY EXISTING PAVEMENT WITH 0.1T AC 2� PLACE A 0.10' MIN. LEVELING COURSE VNTH A 0.12' A.C. FINAL CAP O TAPER A.C. TO MATCH DRIVEWAYS SEAL CRACKS GREATER THAN 31W, ROBIN RD ONLY O ADJUST MANHOLE TO GRADE BY OTHERS O ADJUST VALVE TO GRADE BY OTHERS A PUBLIC SERVICE BY UNDERGROUND "SERVICE ALERT COUNTY OF R RESURFACING VARIOUS LOCATIONS IDYLLWILD AREA WA 09ON O -rlf/►WMONi 1 NAIL afANWCOWTY SAN BEiiNAIM COUNTY RIVERSIDE COUNTY ILYM --------- - - - - -- --------------------- I I I I I I I I I 215 NAUUM j 64 6{? 10 BANNNG I I 10 1Q I I mumVOINNO I i VALLEY , 215 79 243 ! SITE 74 79 74 I 74 I I GDYUALQ I I 21 74 i Q9 I I I i 15 79 NOTA 371 I I I RUM G cuIFoINA ! I AGUANG�A , I I I I 79 15 I ! I I I � I i I TOM11118 lr 99 RANGE 2E SECTION 13,14 TO MiiiW"RANGE 3E SECTION 5 I VICINITY MAP NTs — — — — — — — — — — REVISIONS i DESIGN SECTION REVIEVNED/CONCURRED :SCRIPTION APPROVED DATE nn DESIGNED BY: K 47/Z DATE �7%9L4 ED STUDOR - PLANNI DRAWN BY: +41' 96 NG / ENVIRONMENTAL DATE - DATF r CHECKED BY.- PROJECT Y: PROJECT DATE . S• r GENERAL NOTES I. ALL MATERIAL AND WORK SHALL CONFORM TO THE JULY 1992 EDITION OF THE PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION. 2. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL CONCERNED UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATION. CALL UNDERGROUND SERVICE ALERT AT (800) 227-2600, 3, SEE CALTRANS STANDARD PLANS ES -1A AND ES -113 FOR SYMBOL AND ABBREVIATION LEGEND. 4. EXISTING PRIVATELY OWNED IMPROVEMENTS ON PUBLIC RIGHT-OF-WAY SHALL BE PROTECTED OR REPLACED IF DAMAGED, AS DIRECTED BY THE ENGINEER. 5. CONTRACTOR LICENSE CLASS A OR C-12 REQUIRED IDYLLMONT RD (FROM APELA DR/TOLL GATE RD SWLY), WO #A2-0501 CANYON DR (FROM MARIAN VIEW DR TO IDYLLBROOK DR), WO #A2-0213 ESTATE DR (FROM TOLL GATE RD TO IDYLLBROOK DR), WO #A2-0374 MEADOW DR (FROM ESTATE DR TO IDYLLBROOK DR), WO #A2-0684 IDYLLBROOK DR (FROM CANYON DR TO END), WO #A2-0500 RIVERSIDE COUNTY PLAYGROUND RD (FROM SH243 TO GATE), WO #A2-0888 DEERFOOT LN (FROM DOUBLE RIDGE DR S -LY THEN E'LY TO END), WO #A2-0309 ROBIN DR (FROM WEST RIDGE RD S'LY), WO #A2-0894 ENCINO RD (FROM FERN VALLEY RD E'LY), WO #A2-0371 FOREST RD (FROM FERN VALLEY RD SLY), WO #A2-0407 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT RECOMMENDED BY: pFESd APPROVED BY: ' ` � ' ,� -cls % H! Y OPERATIONS DATE GEOR A.JO NDEPUTY DATE IITH - CONSTRUCTION INSPECTION DATE RCE No. 42132gGTOR Of TRANSPORTATION b n _ Emm Nom. s, �' i` 1 DAVID E. BARNHART DATE Jar CIVIL DIRECTOR OF TRANSPORTATION RCE No, 19776 PROJECT RESURFACING VARIOUS LOCATIONS IDYLLWILD AREA REFERENCE W.O. NO. SURVEY NO. F. B. NO. CAD FILENAME SHEET 1 Z 0 a V O J n O Z V a W ♦♦D vJ W SEE ABOVE NA NA C:\ DATAICADD\ \IDYLDGN OF 9 913 -DD SCALES: 1" =10010' HOR REVISIONS EV BY 0 A DESIGN SECTION DESIGNED BY: 4/4:mpe DATE DRAWN BY: R �~ 4It 30/3w DATE CHECKED BY: PROJECT MANAGER: DATE i 8.44 DATE COUNTY TRANSPORTATION DEPARTM APPROVED BY: fRpEEESrpy �tO�d day � v � ` Me. CE 41318 � 'F Exp.3-31-00 8f'T CIVIL q - SOF CA��Ep GE GE HNSON MTE DEPUTY ECTOR OF TRANSPORTATION RCE No. 42328 IDYLLMONT RD, WO #A2-0501 CANYON DR, WO #A2-0213 ESTATE DR, WO #A2-0374 MEADOW DR, WO #A2-0684 IDYLLBROOK DR, WO #A2-0500 RIVERSIDE COUNTY PLAYGROUND RD, WO #A2-0888 DEERFOOT LN, WO #A2-0309 ROBIN DR, WO #A2-0894 ENCINO RD, WO #A2-0371 FOREST RD, WO #A2-0407 PROJECT RESURFACING VARIOUS LOCATIONS IDYLLWILD AREA REFERENCE W.O. NO. SEE ABOVE SURVEY NO. NA R B. NO. NA CAD FILENAME C:\ DATA\CADD\ 11DYL.DGN SHEET 2 OF 9 9/D3 --P � C� L. 21' +/- O 0 ------ ii ------ C.L. I .11 0 29 0 3 0 Ir IX EX ACDIKE EX AC DIKE TO REMAIN TO REMAIN SHEET 6 OF 9 SHEET5OF9 IDYLLBROOK DR ' IDYLLBROOK DR CANYON DR TO LAKE LN FROM DELANO DR TO NE'LY LENGTH = 1348' LENGTH = 1324' C.L. C.L. 21'+/- oOc oOc 21' +/- 0 o ----- _--°j===iI------ _ SHEET 6 OF 9 SHEET SOF9 CANYON DR IDYLLBROOK DR IDYLLDROOK DR SLY CANYON DR TO DELANO DR LENGTH = 110' +1- LENGTH = 1095'+/- C.L. ,r � 0 26' +/- oc SHEET 5 OF 9 CANYON DR MARIAN VIEW DR N'LY LENGTH - 79C +A C.L. I w 21' +� x x x= i SHEET 4 OF 9 IDYLLMONT RD FROM APELA DPJTOLL GATE RD SWLY LENGTH = 1981'+/ - SHEET 5 OF 9 981'+/- SCALES: 1'=1VHOR 1'= 19 VER 0 Ir 0 w COL. 21'+/-oI----T------ SHEET 5 OF 9 MEADOW DR AND LAKE LN ESTATE DR TO IDYLLBROOK DR LENGTH = 1040' +� C.L. 50' SHEET 5 OF 9 ESTATE DR IDYLLBROOK DR TO MEADOW DR LENGTH = 153'+/- C.L. 24' +/- s i s s : - - - - - - SHEET 5 OF 9 ESTATE DR TOLL GATE RD TO IDYLLBROOK DR LENGTH = 419 +A w O 0 w Z 0 Ix 28' +/- x - - - - - - - x s x c SHEET 9 OF 9 ENCINO RD FROM FERN VALLEY RD ETY LENGTH = 589' +/- C.L. I_ J 9' VAR SHEET 8 OF 9 DEERFOOT LN DEERFOOT WLY LENGTH = 55' +/- C.L. 4a 181+/- SHEET 8'+/-SHEET 8 OF 9 DEERFOOT LN FROM DOUBLE RIDGE DR SLY THEN WLY LENGTH = 1019 +/- C.L. 25' 0 It 3 0 m EX AC DIKE � EX AC DIKE TO REMAIN TO REMAIN— a -- SHEET 8 OF 9 ROBIN DR FROM WEST RIDGE RD S'LY LENGTH =12-M +P C.L. I VAR, 20' TO 60' 29+/- - — — — — — — — — SHEET 7 OF 9 RIVERSiDE CO. PLAYGROUNL . __ SH 243 TO GATE LENGTH =1456 +/- 21'+]- oI - - - - - - - - - - - SHEET /- 0 w I C.L. 0 0 28' +� 0 -- —— Gj__ = -- - - x s e c SHEET 9 OF 9 FOREST RD FROM FERN VALLEY RD SLY LENGTH = 1262'+/ - O DESIGN SECTION RIVERSIDE COUNTY TRANSPORTATION DEPARTME� !� G DESIGNED BY. WZ91�e Itov Eaajo* APPROVED BY: DATE �t��pl�eE ~ J 4+,4� e= DRAWN BY: DATE f v A / CHECKED BY: * ExP 3 311-N 71 DATE GEO E A. JO SON DATE PROJECT MANAGE �. XV +��r'0-0 CAt�F�IVIL��`! RCE No. DIRECTOR OF TRANSPORTATION DATE42328 CONSTRUCTION NOTES 1O OVERLAY EXISTING PAVEMENT WITH 0.1T AC O2 PLACE A 0.10' MIN. LEVELING COURSE WITH A 0.12' A.C. FINAL CAP O3 TAPER A.C. TO MATCH DRIVEWAYS 4� SEAL CRACKS GREATER THAN 3ff. ROBIN RD ONLY O5 ADJUST MANHOLE TO GRADE BY OTHERS O ADJUST VALVE TO GRADE BY OTHERS PROJECT RESURFACING VARIOUS LOCATIONS IDYLLWILD AREA TYPICAL SECTIONS R. REFERENCE W.O. NO. SEE SH 1 SURVEY NO. NA F. B. NO. NA CAD FILENAME C:I DATAICADDI 11DYL.DGN SHEET 3 OF 9 APELA DR' , /, e / END CONST., JOIN EXIST. T5SR2E ' VP TALL GATE �,'0 ,O • • / �. / END CONST., JOIN EXIST. -' W - i � h / / 14 �� �' 14 23 23 SCALES: f = IW HOR CONSTRUCTION NOTES 1O OVERLAY EXISTING PAVEMENT WITH 0.1T AC O2 PLACE A OAU MIN_ LEVELING COURSE WITH A 0.12 A.C. FINAL CAP O3 TAPER A.C. TO MATCH DRIVEWAYS O4 SEAL CRACKS GREATER THAN 3M-, ROBIN RD ONLY OS ADJUST MANHOLE TO GRADE BY OTHERS O6 ADJUST VALVE TO GRADE BY OTHERS WO #A2-0501, IDYLLMONT RD, LENGTH = 1881'+/-, WIDTH = 21'+\- SCALES: 13 =100' HOR CONSTRUCTION NOTES 1O OVERLAY EXISTING PAVEMENT WITH 0.1T AC O2 PLACE A 0.10' MIN. LEVELING COURSE WITH A 0.12' A.C. FINAL CAP O3 TAPER A.C. TO MATCH DRIVEWAYS O SEAL CRACKS GREATER THAN 3W, ROBIN RD ONLY O ADJUST MANHOLE TO GRADE BY OTHERS O ADJUST VALVE TO GRADE BY OTHERS REVISIONS Q- - DESIGN SECTION DESIGNED BY: 4/z 919s DATE DRAWN BY: K-� Q� �L i►��es DATE CHECKED BY: DATE PROJECT MANAGER: DATE WO #A2-0213, CANYON DR, LENGTH = 794'+/-, WIDTH = 26'+/-, AND LENGTH = 110'+/-, WIDTH = 21'+/ - WO #A2-0500, IDYLLBROOK DR, LENGTH = 1348'+/-, WIDTH = 21'+/ - WO #A2-0374, ESTATE DR, LENGTH = 419'+/-, WIDTH = 24'+/-, AND LENGTH = 153+/-, WIDTH = 21' +/- WO #A2-0684, MEADOW DR AND LAKE LN, LENGTH = 1040'+/-, WIDTH = 21'+/ - DE COUNTY TRANSPORTATION DEPARTMENT PROJECT REFERENCE e*o�Essro� APPROVED BY: A. y a ci a s d Mo. CE 42320 o Exp.3-31-00 4 9 +�rE cine- 0q- DEPUTY DIRE OR OF TRANSPORTATION JO ON E op C A ALF RCE No. 42328 RESURFACING VARIOUS LOCATIONS IDYLLWILD AREA MCKINNEY LN ESTATE DR CANYON DR MEADOW DR IDYLLBROOK DR W.O. NO. SURVEY NO. F. B. NO. SEE ABOVE NA NA CAD FILENAME CA DATAICADDI 11DYL.DGN SHEET 5 OF 9 9/.?-,-D,D SCALES: 1' =100' HOR CONSTRUCTION NOTES 1O OVERLAY EXISTING PAVEMENT VMTH 0.1 T AC O2 PLACE A 0.10' MIN. LEVELING COURSE WITH A 0.12' A.C. RNAL CAP O3 TAPER A -C. TO MATCH DRIVEWAYS O4 SEAL CRACKS GREATER THAN 318', ROBIN RD ONLY O5 ADJUST MANHOLE TO GRADE BY OTHERS O ADJUST VALVE TO GRADE BY OTHERS REVISIONS DESIGN SECTION DESIGNED BY: �� 4t1Lq/>v DATE DRAVIM BY: 44:00 DATE CHECKED BY: DATE PROJECT MANAGER: S' d .9 DATE IDYLLBROOK DR, (CANYON DR TO DELANO DR), LENGTH =1095'+1-, WIDTH = 21' +1- IDYLLBROOK DR, (DELANO DR TO NELY), LENGTH = 1324'+X-, WIDTH + 28' +V DE COUNTY TRANSPORTATION DEPARTMENTI PROJECT I REFERENCE �aof EastoN APPROVED BY: Joys 7� osaf� ♦o �4 nt sc 0 If& CE 41$zg � Ev.3-31-00 * -�� GEO A. J SON ATE 0 c�`�Fo�`� DEPUTY DIR CTOR OF TRANSPORTATION RCE No. 42328 RESURFACING VARIOUS LOCATIONS IDYLLWILD AREA IDYLLBROOK DR W.O. NO. SURVEY NO. F. B. NO. CAD FILENAME SHEET 6 A2-0500 NA NA CA DATA%CADD\ UDYLL.DGN OF 9 0 SCALES: 1'= IM HOR �p CONSTRUCTION NOTES O OVERLAY EXISTING PAVEMENT VNTH 0.1 T AC O2 PLACE A 0.10' MIN. LEVELING COURSE VNTH A 0.17 A.C. FINAL CAP O3 TAPER A.G. TO MATCH DRIVEWAYS O SEAL CRACKS GREATER THAN 319', ROI NN RD ONLY �5 ADJUST MANHOLE TO GRADE BY OTHERS 1�6 ADJUST VALVE TO GRADE BY OTHERS TS5R2E 243 ------------------ END PROJECT ; AT GATE } / r r„ ♦\ \.0 U -I r r � END CONST., JOIN EXIST. JOIN EXIST. \� . ,�� 16 X61 3a `. JOIN EXIST. -------- c__-.----RIVERSIDE•--�-•--� \ \ \ 7 T5SR3E WO #A2-0888, RIVERSIDE COUNTY PLAYGROUND RD, LENGTH = 1455'+/-, WIDTH = 21'+/- 913 -w- D 1'+/- 9/3 -D D aft MIDDLE RIDGE - , TSSR2E DOUBLERIDGE DR i Z 13 J � i 24 i gTM DEERFOOT ------------------------- X20.°0 - ---------------- — -- — -- — - -- I SCALES: 1'= 1W HOR 18' WIDTH o 0 CONSTRUCTION NOTES 1O OVERLAY EXISTING PAVEMENT WITH 0.1 T AC O2 PLACE A 0AV MIN_ LEVELING COURSE NTH A 0.17 A.C. FINAL CAP O3 TAPER A.C. TO MATCH DRIVEWAYS O4 SEAL CRACKS GREATER THAN 34r, ROBIN RD ONLY O ADJUST MANHOLE TO GRADE BY OTHERS O6 ADJUST VALVE TO GRADE BY OTHERS DR 13 24 �O END PROJECT' n i' JOIN EXIST. o 4 � I I , EXAC BERM ; 'v $I EX AC BERM � S G., Ci L=42.53 I R=50.. If 0 13 T5SR2E ik" 24 24 WO SA2-0309, DEERFOOT LN, LENGTH = 1018 +/-, WIDTH = 18'+/-, AND LENGTH = 55'+/-, WIDTH = 9 +/- WO #A2-0894, ROBIN DR, LENGTH = 1276 +/-, WIDTH = 25+/ - REVISIONS DESIGN SECTION RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT PROJECT REFERENCE REV Y DESCRIPTION APPROVED UA -Ir- DESIGNED BY: �• t`� 4y2 8 DATE DRAWN BY: 9-e- 4-�/__ ,► CHECKED BY: DATE ATE PROJECT MANAGER: $ 8' DATE APPROVED BY: �aof Ess foy °t o6f A roy�e� a s o s ` lift CE �U" ' * ExP• 3-31-00 � d GEOR A. JOH ON ATE TR OF CA L�f O~ DEPUTY DIREC OR OF TRANSPORTATION RCE No. 42328 RESURFACING VARIOUS LOCATIONS IDYLLWILD AREA DEERFOOT LN ROBIN DR W.O. NO. SEE ABOVE SURVEY NO. NA NA F. B. FILENAME CA CAD FILENAME C:1 DATAICADDI UDYL.DGN SHEET 8 OF 9 a ® A-- ® ® 913 ---DD P JOIN EXIST - - - - - -- ----- -- - - ---- - - - -CSA N0.36 SCALES: 1'= IW HM CONSTRUCTION NOTES O OVERLAY EXISTING PAVEMENT WITH 0.1T AC 2� PLACE A 0.10' MIN. LEVELING COURSE WITH A 0.12' A.C. FINAL CAP O3 TAPER A.C- TO MATCH DRIVEWAYS O4 SEAL CRACKS GREATER THAN W. ROBIN RD ONLY O ADJUST MANHOLE TO GRADE BY OTHERS O6 ADJUST VALVE TO GRADE BY OTHERS END PROJECT, JOIN EXIST. R=19• R=24' �r 422, li 2&77' / �•, R, �0 �' coo. • / ----- ------------ - - - - --- - - - - -------------- -7�-r' 300R L=113 /. WO #A2-0371, ENCINO RD, LENGTH = 589'+/-, WIDTH = 28'+/ - WO #A2-0407, FOREST RD, LENGTH = 1262'+/-, WIDTH = 28'+/- 913 .. 00 8'+/- 9/3 -DD