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913v_sppINDEX OF SHEETS SHEET 1 - TITLE SHEET SHEET 2 -4 PLAN SHEET SHEET 5 TYNCAL SECTION DK3,jl-'l4,'E'RT- m — TWO WORKING E DAYS BEFOREI G YDD OIG TOLL FREE 1-000-227-2600 A PUBLIC SERVICE BY IRAERGROLRO SERVICE ALERT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT RAMON ROAD AND VARNER ROAD RECONSTRUCTION >IAl1�6MIw10 MM00TIM�pOd60Y I lE6ILCa111T I i ------------------------------------------------ I I I I I I I I I I L I I Yp Z tizt I NW u I I Z Q I a I I I I M PROJECT LOCATION I I NOT TO SCALE RAMON ROAD' I I I I I I I PROJECT LOCAT H I � I I ti I I m I I I I I DIN SHORE DRIVE j I ti I I o I I I I I TOWNSHIP 4S RANGE 6E SECTION 18 & 19 VICINITY MAP L ------------------------------------------------J r ic GENERAL NOTES 1. ALL MATERIALS AND WORK SHALL CORPORM TO THE JULY 1995 EDITION OF THE PLANS AND SPECIFICATIONS OF THE STATE OF CAWFORN1A 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 CONTRAI 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 LtAST 46 HOURS IN ADVANCE OF EXCAVATION. CALL UlDERGROUMD SERVICE ALERY.AT PM 227-2609. 3. THE CONTRACTOR IS REQUIRED TO HAVE A CLASS "A" LICENSE AT TIME OF AWARD 4. EXISTING PRIVATELY OWNED IMPROVItOMENTS SHALL BE PROTECTED OR REPLACED IF DAM11AG�D, AS DIRECTED BY THE ENGINEER 5. CONTRACTOR SHALL VERIFY ALL CONDITONS AND DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE RESIDENT ENGINEER PRIOR TO THE COMMENCEMENT OF WORK 6. REFER TO RIGHT OF WAY MAPS FOR TRIS PROJECT WHEN LOCATING PROPERTY OR EASEMENT LINES 7. THIS PLAN IS NOT DEEMED TO BEAN EXACT REPRESENTATION OF THE ACTUAL GEOMETRY ANDIOR MEASUREMENTS. CONTRACTOR FIELD REVIEW IS REQUIRED. S. FOR TRAFFIC SIGNAL AND DETECTOR LOOPS, SEETHE TWO PLAN SHEETS INSERTED IN r THE SPECIFICATIONS. REVISIOMS DESIOM WC i WA MCURRED RIVERSIDE COURrY TRANVORTATIOM DEPA IT TITLE SHEET REFERENCE MPT10N (APPROVED DATE p4Efdi OESiGNEO BY: fry � i � ed � % W O_ / A7-0366 & A7-0333 FMISIUDORPLANN041GIIENWROMI A�`�p E NAR41 .� RAMON ROAD -- DRAWN BY: d e d 'r - VARNER RD. TO 470 METER WESTERLY SURVEY NUMBER Y TIONS DAToo 3-1111 E MM QED B ORGEA JOHNSB� �� N°' � 19M ' APPROVED BY: DAVID E. BARNHART TE FIELD BOOK NUMBER CHECKED BY: E.PDEPUTY DIRECT OF TRANSPORTATION RCE No. 42329 } * DIRECTOR OF TRANSPORTATION DEPT. VARNER ROAD 311 +, crv� .' PROJECr MANAGER - �y E a, fes- RAMON ROAD TQ 320 METER NORTHERLY SHEET NUMBER I OF 5 HI fIH- CONSTRUCTION INSPECTION DATE cap -7 1 ..-) 7 Y N.T.S. 3 CONSTRUCTION NOTES: O2 REMOVE 180 MM THICKNESS OF EXISTING PAVEMENT AND RECOMPACT EXISTING BASE TO PLACE 18D MM OF NEW A.C. O3 CONSTRUCT 150MM A.C. DIKE TYPE A PER CALTRANS STD. A 87 ® CONSTRUCT OVERSIDE DRAIN TYPE 1 PER CALTRANS STD. D 87A 0 INSTALL 300 MM C.S.P.(2 MM THICK) © REMOVE EXISTING PIPE. ® PLACE LIGHT ROCK SLOPE PROTECTION PER DETAIL SHEET 5 N H W W 2 W W co W Z J U H Q OEEION SEC" IMY■Ri X COtWff TRA111114WAT ON OETAR TENT TmE SHEET REFEF ENCS °I,�eY: �_�� W.O. NO. A7 -03W o.•°F�•., RMON ROAD DRANMI BY: A /� SURVEY AMBER CHECKED BY. �' Nu. c ( *' BOR 337-00 RE _ GEOROE A. DAIS REC4N�iTRUCT�O FIELD BOOK NUMBER :'e C UV b o.+� OEPUI`I OR OF TRANSPORTATION RCE No. 42328 SHEET NUMBER 2 OF 5 PKtO.IEC. MI1NACaER °F c ,. * 9I3- N N.T.S. w Y D KAMON KOAD esu: OVEKCK066ING' A -=10 BK I OGS' E1IaST.QA� - >%IbEK OPtIG GA611E ..............................._ _.._.._.._ --.._..- --.._..--._.._.._...._.._..- - z Lu w 0 U IL z 6 o w9 z m w 4 CONSTRUCTION NOTES: O2 REMOVE 180 MM THICKNESS OF EXISTING PAVEMENT AND RECOMPACT EXISTING BASE TO PLACE 180 MM OF NEW A.C. O3 CONSTRUCT 150MM A.C. DIKE TYPE A PER CALTRANS STD. A 87 ® CONSTRUCT OVERSIOE DRAIN TYPE 1 PER CALTRANS STD. D 87A O5 INSTALL 300 MIM C.S.P.(2 MM THIC19 © REMOVE EXISTING PIPE. Q PLACE LIGHT ROCK SLOPE PROTECTION PER DETAIL SHEET 5 s� SPRINT / \\ t✓10EK olfIG GAOLS \ \ = w uj \ \ i \ uj \0 \ a. a. \ = z . \ \ c7 \ , w to G\fie Q�� RAMON ROAD STA. 0+00 VARNER ROAD STA. 0+00 ER OPTIC --A L N89.38'00"M .L • \\ i ` �\ \\ ';c ` \\ \\ ,• \\ v \ \\ \\ i \\ I�r�111115 DEl1©N SEI'MN RMERSIDE COUNTY TRANSPORTATION DEPARTMENT 7TFL E SHEET REFERENCE DE9CfWrTWN APPRWED ! aATE 1 I I oESJCNeD BY: It �`m�"'w,� W. O. NO. A74iIO �a RAMON ROAD _ - -- DRAYYN BY: SURVEY NUMBER CHECKED BY: Ns. CE49i �� a 1O ON DA RECONSTRUCTION FIELD BOOK NUMBER +r C IV @. +� DRIEC OF TRANSPORTATION CE.... °oF SHEET NUMBER 3OF5 PROJECT MANAGER CAt,F00 913-v ,�Y -----..----.. _............................................ ... _.._.._.. _.. _.._.. _.. _..--_.. _............................ WW ( 15709) — — — — — — — — — ___7 TE VI( / �— — — i — — — — — — — — — 1 — — — N 24 Ill. WATER MAIW 7 —� GTE— 4 / ���VA__RN�R R AD4. N34*00'55 S _ - _ J------- W i_ a .. v . -- v v . • . • �. - .. v _ o . v v . v o v v .......... _.._............................. ___.._........................TE — — — ---= ------- ---_---_^_—a . v Z -i.�-...._.._ .._.._.._.._._.._.. ....... GTE �_�\\\ ��` �`o `• ' // Oi _ __..� _ _ ._.._.._.._.. 16— Lu I U Lu $ f 8 15 Y.C.P. SEWER a \�\1 `�1 0? / CONSTRUCTION NOTES: a// W W n REMOVE EXISTING PAVEMENT AND BASE. PLACE 200 MM OF P.C.C. PAVEMENT ► i� i `J (PER CAL7RAN//S STD. A35 -A) OVER 120MM OF CLASS 2 AGGREGATE BASE COMPACTED TO 95% : �/ i / /// OGRIND 31MM OF EXISTING PAVEMENT. PLACE 31 MM OF A.C. OREMOVE EXISTING CROSS -GUTTER & SPANDREL AND PORTION OF DRIVEWAY (UP TO RAV UNE) CONSTRUCT CROSS -GUTTER AND SPANDREL PER COUNTY STD -0209 AND 209A (200 MM P.C.C. OVER 150 MM CLASS 2 AGGREGATE BASE). CONSTRUCT DRIVEWAY APPROACH (UP TO THE RAV UNE) (PER CALTRANS STD. A35 -A) — ._-_____._._--._....... (13625) i R � = SECTION MbVRUE COtKTY TRAMBPORTA7M DEPAR RMW M E "ET REFERENCE cEW 0PTM I DA 1 DESIGNED BY:ftAktftftjEZ'�.� �vosesse to � s"+a W. O. NO. A7-03$3 DRAIMI 6Y: (� =` fa VA KNER ROAD _ SURVEY NUMBER � Mw CES � CKED BY: # EW -0 REC D BY'GE A C Jotrsor DATE: RECONSTRUCTION, Flan Boac NUMBER PROJECT MMMGER s 're N DEP q�. rev UTY OIRECTOF TRANSPORTATION RCF No. 42328 �� cA"* SHEET NUMBER 4 OF 5 9/3-V A, i / Q W U uj O rc a wt' f W W -----..----.. _............................................ ... _.._.._.. _.. _.._.. _.. _..--_.. _............................ WW ( 15709) — — — — — — — — — ___7 TE VI( / �— — — i — — — — — — — — — 1 — — — N 24 Ill. WATER MAIW 7 —� GTE— 4 / ���VA__RN�R R AD4. N34*00'55 S _ - _ J------- W i_ a .. v . -- v v . • . • �. - .. v _ o . v v . v o v v .......... _.._............................. ___.._........................TE — — — ---= ------- ---_---_^_—a . v Z -i.�-...._.._ .._.._.._.._._.._.. ....... GTE �_�\\\ ��` �`o `• ' // Oi _ __..� _ _ ._.._.._.._.. 16— Lu I U Lu $ f 8 15 Y.C.P. SEWER a \�\1 `�1 0? / CONSTRUCTION NOTES: a// W W n REMOVE EXISTING PAVEMENT AND BASE. PLACE 200 MM OF P.C.C. PAVEMENT ► i� i `J (PER CAL7RAN//S STD. A35 -A) OVER 120MM OF CLASS 2 AGGREGATE BASE COMPACTED TO 95% : �/ i / /// OGRIND 31MM OF EXISTING PAVEMENT. PLACE 31 MM OF A.C. OREMOVE EXISTING CROSS -GUTTER & SPANDREL AND PORTION OF DRIVEWAY (UP TO RAV UNE) CONSTRUCT CROSS -GUTTER AND SPANDREL PER COUNTY STD -0209 AND 209A (200 MM P.C.C. OVER 150 MM CLASS 2 AGGREGATE BASE). CONSTRUCT DRIVEWAY APPROACH (UP TO THE RAV UNE) (PER CALTRANS STD. A35 -A) — ._-_____._._--._....... (13625) i R � = SECTION MbVRUE COtKTY TRAMBPORTA7M DEPAR RMW M E "ET REFERENCE cEW 0PTM I DA 1 DESIGNED BY:ftAktftftjEZ'�.� �vosesse to � s"+a W. O. NO. A7-03$3 DRAIMI 6Y: (� =` fa VA KNER ROAD _ SURVEY NUMBER � Mw CES � CKED BY: # EW -0 REC D BY'GE A C Jotrsor DATE: RECONSTRUCTION, Flan Boac NUMBER PROJECT MMMGER s 're N DEP q�. rev UTY OIRECTOF TRANSPORTATION RCF No. 42328 �� cA"* SHEET NUMBER 4 OF 5 9/3-V VARIES. 18.3M - 33.514 7.2 METERS _15.3 METERS ± EXISTING AB. VARNER ROAD STA. 0+20 TO :TA. 3+20 TYPICAL SECTION I N. T.S.) 24.4M I i RAI"Ill O N ROAD STA. 0+00 TO STA. 2+13 STA. 3+09 TO STA. 4+72 TYPICAL SECTION FOR LOCATION OF A.C. DIKE SEE SHEET 2 & 3 (N. T. S. ) DESIGNED BY: DRAYM BY: CHECKED BY: PROJECT MANAGER r ic 10' I.M 'x :z Icn �O CONSTRUCTION NOTES: I= �G) :O T (PER CALTRANS STD. A35 -A) OVER 120MM OF CLASS 2 AGGREGATE BASE COMPACTED TO 95% ;O I� I I II II 14 ; EXIST. C 8 G �J DESIGNED BY: DRAYM BY: CHECKED BY: PROJECT MANAGER r ic INSTALL 300 MM C.S.P.(2 MM THICK) OGRIND 31MM OF EXISTING PAVEMENT. PLACE 31 MM OF AC. F OREMOVE EXISTING CROSS -GUTTER & SPANDREL AND PORTION OF DRIVEWAY (UP TO RNV LINE) CONSTRUCT CROSS -GUTTER AND SPANDREL PER COUNTY STD.0209 AND 209A (200 MM P.C.C. OVER 150 MM CLASS 2 AGGREGATE BASE). CONSTRUCT DRIVEWAY APPROACH (UP TO THE RNV LINE) (PER CALTRANS STD. A35 -A) OPLACE LIGHT ROCK SLOPE PROTECTION PER DETAIL SHEET 5 ( I(YX3' , DEPTH=1). R ERUDE COUNfTY TRANSPORTATION DEPARTWNT TITLE 3f1WT REFERENCE FE VARNER ROAD W. D. A7-0396 & A74)333 ~! po SURVEY NUMBER M°. CIE C= =RAMON ROAD 1 . E� 7310 * DED ORGE A..gHNSON DATE. FIELD BOOK NUMBER OF TRANSPORTATION RCE No. 42328 SHEET NUMBER 5 OF 5 9/3-V 10' I.M 'x Icn CONSTRUCTION NOTES: iz �G) G)1�REMOVE EXISTING PAVEMENT AND BASE. PLACE 200 MM OF P.C.C. PAVEMENT ° : • ° :.° (PER CALTRANS STD. A35 -A) OVER 120MM OF CLASS 2 AGGREGATE BASE COMPACTED TO 95% ;O OREMOVE 180 MM THICKNESS OF EXISTING PAVEMENT AND RECOMPACT EXISTING BASE TO 95%. PLACE 180 MM OF NEW A.C. i i O CONSTRUCT 150MM A.C. DIKE TYPE A PER CALTRANS STD. A 87 INSTALL 300 MM C.S.P.(2 MM THICK) OGRIND 31MM OF EXISTING PAVEMENT. PLACE 31 MM OF AC. F OREMOVE EXISTING CROSS -GUTTER & SPANDREL AND PORTION OF DRIVEWAY (UP TO RNV LINE) CONSTRUCT CROSS -GUTTER AND SPANDREL PER COUNTY STD.0209 AND 209A (200 MM P.C.C. OVER 150 MM CLASS 2 AGGREGATE BASE). CONSTRUCT DRIVEWAY APPROACH (UP TO THE RNV LINE) (PER CALTRANS STD. A35 -A) OPLACE LIGHT ROCK SLOPE PROTECTION PER DETAIL SHEET 5 ( I(YX3' , DEPTH=1). R ERUDE COUNfTY TRANSPORTATION DEPARTWNT TITLE 3f1WT REFERENCE FE VARNER ROAD W. D. A7-0396 & A74)333 ~! po SURVEY NUMBER M°. CIE C= =RAMON ROAD 1 . E� 7310 * DED ORGE A..gHNSON DATE. FIELD BOOK NUMBER OF TRANSPORTATION RCE No. 42328 SHEET NUMBER 5 OF 5 9/3-V