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HomeMy WebLinkAbout03-107_03-112 I STREET IMPROVEMENTS CONSTRUCTION NOTES OPROTECT IN PLACE. CITY OF LAKE OF ELSINORE O COLD MILL, DEPTH VARIES 1 5/8-INCH TO ZERO, PER GENERAL NOTES TYPICAL SECTION. I O COLD MILL, DEPTH VARIES 2-INC TO ZERO, AS 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY OR SUBSTRUCTURE SHOWN ON THESE PLANS SHOWN ON PLAN. WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. NO CERTIFICATION IS MADE AS TO ACCURACY OR THOROUGHNESS OF THESE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF LAKE ELSINORE DOES NOT O CONSTRUCT 2-INC THICK ASPHALT CONCRETE AS SHOWN ON PLAN. CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF LOCATION OF THE EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY OR SUBSTRUCTURE WITHIN THE LIMITS OF THE PROJECT. O CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-2, W-3.5'. 2. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION CONSTRUCT CURB AND GUTTER PER APWA STD. PLAN 120-1, A2-(8) 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 O ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT CONSTRUCT 4-INC P.C.C. SIDEWALK PER COUNTY OF RIVERSIDE STD. PLAN 401. I 9 LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, O INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN 7 ADJUST WATER VALVE FRAME AND COVER TO GRADE. CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE 1 SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ` REMOVE 12-INCH THICK A.C. / A.B. OR A.C. EXISTING THICKNESS, WHICHEVER IS ,( O GREATER, AND CONSTRUCT 3 1/2-INCH THICK A.C. / 6 1/2-INCH A.B. V OVER COMPACTED NATIVE. STREET IMPROVEMENTS O REMOVE 10—INCH THICK A.C. / A.B. EXISTING A.C. THICKNESS, WHICHEVER IS GREATER, AND CONSTRUCT 3 1/2—INCH THICK A.C. / 6 1/2—INCHA.B. OVER COMPACTED BASE. STRIPING CONSTRUCTION NOTES 10 COLD MILL UNIFORMLY 2-INCH. ONi t BLANK. INSTALL 4" WHITE LANE LINE PER DETAIL 12. INSTALL 12—INCH WIDE SELF—ADHESIVE RUBBERIZED REINFORCING MEMBRANE 21 INSTALL 4" SOLID WHITE LINE. RAILROAD CANYON ROAD 13 CONSTRUCT 18-INCHP RCP (2000D)RIOR TO PLACING AC OVERLAY OVER EX. GUTTER. INSTALL 8" DOUBLE WHITE LANE LINE PER DETAIL ES FROM SUMMERHILL DRIVE TO I250' EASTERLY 14 ADJUST GAS VALVE FRAME AND COVER TO GRADE. l / INSTALL 4" DOUBLE YELLOW PAINTED MEDIAN ONES PER DETAIL 21. ) 15 ADJUST WATER METER FRAME AND COVER TO GRADE. INSTALL CALTRANS STANDALRDDA24A.CAL ARROWS PER PROJECT NO. 4222 16 CONSTRUCT PAVEMENT FABRIC. ❑6 INSTALL 12' SOLID WHITE CROSSWALK. 17 CONSTRUCT VARIABLE DEPTH OVERLAY. 7 INSTALL 8" YELLOW DIAGONALS 10' O.C. 18 REMOVE 12-INC THICK A.C. / A.B. OR A.C. EXISTING THICKNESS, WHICHEVER IS O GREATER, AND CONSTRUCT 5 1/2-INCH THICK A.C. / 6 1/2-INCH A.B. OVER COMPACTED NATIVE. REMOVE PORTION OF EXISTING BIKE LANE STRIPE AND INSTALL 6" WHITE BIKE LANE LINE PER DETAIL 39A. 1 19 GRADE EXISTING EARTH SHOULDER TO MATCH EXISTING GROUND. INSTALL TYPE E TRAFFIC DETECTOR LOOP TYPE A PER CALTRANS 20 L1 REMOVE EXISTING 4-INCH P.C.C. SIDEWALK. STANDARD ES-5A do ES-58. SET ADVANCED LOOPS PER REMOVE EXISTING CURB do GUTTER. \ STATION ON PLAN. SET REMAINING LOOPS AS FOLLOWS: ` 21 K -1st LOOP OVERLAP 2' INTO CROSSWALK LIMIT LINE. d O -2nd LOOP 10' AWAY FROM 1st LOOP. CENTER LOOPS IN LANE, d - _ 22 PROTECT EXISTING IRRIGATION. EXCEPT AT OVERSIZED CURB LANES. • REFERRENCED DETAILS REFER TO CALTRANS STANDARD PLANS: A20A, A208, A20C, A20D, A24D, A24C, AND A24D. O � _ -�� 23 RESTORE EXISTING LANDSCAPING IN KIND. I 20 8REMOVE AND CONSTRUCT 4-INCH P.C.C. WALKWAY. SHEETS 4&6 \ \ 25 CONSTRUCT JUNCTION STRUCTURE PER RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT STD. DWG. NO. JS227. PLUG�Ocl��0 O� DX SiyFFTs S� \\ \\ DRAIN EXISTING SN EXISTING MEDIANRCURBAIN NTH PER DETAILCRETE AND A, CONSTRUCT CAST-IN-PLACE A, SHOWN HEREON. 27 ADJUST TO GRADE BY OTHERS. C Q \ \ \ 28 GRADE EXISTING EARTH SHOULDER TO MATCH EXISTING GROUND. Y! / CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER APWA STD. PLAN 313-1, CASE E. \ STRIPING GENERAL NOTES UTILITY CONTACT NUMBERS ` 1. TRAFFIC STRIPES, PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS ELSINORE VALLEY MUNICIPAL LOREN SORBER (909) 674-3146 EXT. 259 / (RPM-S) SHALL BE PER CALTRANS TRAFFIC MANUAL, DATED 1997, STANDARD PLANS WATER DISTRICT AND STANDARD SPECIFICATION 84 & 85 DATED JULY, 1999 AND AS MOST GENERAL TELEPHONE CO. MARILYN CRIPE (909) 929-9493 / r�yb RECENTLY REVISED. 2. TRAFFIC STRIPES AND MARKINGS SHALL BE THERMOPLASTIC AND RPMS. S0. CAL EDISON ROBERT CERVANTEZ (909) 928-8234 SO. CAL. GAS CO. JIM MING (909) 335-7530 3. STRIPING OR PLACEMENT OF RPMS SHALL CAT TRACKED AND APPROVED BY THE CITY I Q� O NO SCALE TRAFFIC ENGINEER PRIOR TO FINAL INSTALLATION. MEDIAONE CABLE KEN HANSON (909) 270-3300 EXT. 3371 a p 4. TYPE DS 2-WAY BLUE REFLECTIVE MARKERS SHALL BE INSTALLED ADJACENT TO EXISTING i 4 U. S. A. (800) 422-4133 FIRE HYDRANTS WITHIN THE LIMITS OF THIS PROJECT PER STATE AND CITY STANDARDS. 5. PLAN DOES NOT SHOW EXISTING SIGNS. ALL EXISTING SIGNS SHALL REMAIN UNLESS 9 O C DIRECTED OTHERWISE BY THE ENGINEER. i INDEX OF SHEETS 6. ALL STRIPING SHALL BE PAINTED PER DETAILS ON THE PLANS, THE CITY'S STANDARD PLANS, 1- TITLE SHEET AND THE CALTRANS TRAFFIC MANUAL AND SPECIFICATIONS UNLESS OTHERWISE SHOWN. 2- TYPICAL SECTIONS AND DETAIL SHEET 7. UNLESS OTHERWISE SHOWN ON THE PLANS, ALL LANE LINES SHALL BE PARALLEL/CONCENTRIC 3- STREET IMPROVEMENTS PLAN - FROM SUMMERHILL DRIVE TO STA. 8+50 TO THE STREET CENTERLINE. 4- STREET IMPROVEMENTS PLAN AND PROFILE - STA. 8+50 TO STA. 14+00 8. ALL DIMENSIONS FOR LANE WIDTHS ARE TO THE CENTER OF THE STRIPE AND/OR 5- STREET IMPROVEMENTS PLAN AND PROFILE - STA. 14+00 TO STA. 18+31 TO THE CURB FACE. �\ 6- TRAFFIC STRIPING, MARKERS AND PAVEMENT MARKING PLAN - FROM SUMMERHILL DRIVE TO STA. 20+31 9. TRAFFIC SIGNAL DETECTOR LOOP LOCATIONS SHALL BE PAINTED FOR APPROVAL PRIOR TO SAW CUTTING. BENCHMARK Under and Service Alert REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR UNAUTHORIZED CHANGES: CITY OF LAKE ELSINORE g HARRIS & ASSOCIATES AT THE PAIN ENTRANCE N CANYON LAKE COMPLIANCE WITH THE APPROPRIATE OFESSI SHEET RESORT AT THE SOUTH END OF THE MEDIAN CONDITIONS OF DEVELOPMENT AND/OR ID S. °�'s� 17140 Bernardo Center Drive, Suite 212 CAUTION-THE ENGINEER PREPARING THESE PLANS MILL NOT BE STRIPE 54.0 FEET NORTH OF RAILROAD CANYON 4. RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE STREET IMPROVEMENTS 1 CITY AND STATE LAWS AND HAVE BEEN Fy San Diego, CA 92128 PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE ROAD 22.0 FEET HEST OF THE NB LANES ,'� DISK FEET EAST OF THE SB LANES,A BRASS Call: TOLL FREE FOUND ACCEPTABLE. H n (85 ) 674-5552 FAX (858) 674-5553 PREPARER OF n1ESE PLANS AND THE CITY ENGINEER. ON OF 6 DISK SET H THE TOP C A CGNCRETE POST �^ FLUSH MITH AND W BACK OF CONCRETE CURE `�' NO.C59991 A _ AND MARKED E-15-70. �I1-800 / R EXP.6-30-04 ♦ � NGYD 29 DATUM 422-4133 �..� J--7-o3 s, r SCALE: N.T.S. RAILROAD CANYON ROAD SHEETS 7 CIVIL Q2 DATE: 1970 Y O'DONNELL DATE �` OF cN.\E° 4/Zg�03 Env. ++�� TWO WORKING DAYS BEFORE YOU DGL.BY, DRAWNBY, !CHECKEDCITY ENGINEER �TL DATE:FEB 2003 TITLE SHEET FILE N0. _ s - _ min i N'LY S'LY S'LY R/W R/W R/W SS' b5' I SS' i VARIES 33'-43' VARIES 12' 43" 43' 12' 12-22 ' I". C.F. I - 3 3 I 3 i STREET IMPROVEMENTS CONSTRUCTION NOTES 16' i 1 T I ' 1t 1B • 0 PROTECT IN PLACE. O 1G C.F.� O I 12 O I OO COLD TYPICAL SECTION. VARIES 1 5/8—INCH TO ZERO, PER 6"MIN. C.F. Izi O SHOWN ION PLAN VARIES 2—INCH TO ZERO, AS 12 � ,. 6 tO. O CONSTRUCT 2—INCH THICK ASPHALT CONCRETE AS SHOWN ON PLAN. I O EXIST. SIDEWALK. CURB & GUTTER CURB AND ST MEDIAN GUTTER 000NSTRUCT CATCH BASIN PER APWA STD. PLAN 300-2, W=3.5'. PROTECT IN PLACE m 12" EXIST. O CONSTRUCT CURB AND GUTTER PER APWA STD. PLAN 120-1, A2-(8) V-GUTTER EXIST. MEDIAN 10' e CURB & GUTTER, 6 CONSTRUCT 4-INCH P.C.C. SIDEWALK PER COUNTY OF RIVERSIDE STD. PLAN 401. € PROTECT IN PLACE CURB &EXIST. SIDEWALK, �g 12 PROTECT INPLACE TYPICAL SECTION (N.T.S) O7 ADJUST WATER VALVE FRAME AND COVER TO GRADE. TYPICAL SECTION (N.T.S) STA. f8+80 TO STA. ±10+15 REMOVE 12—INCH THICK A.C. / A.B. OR A.C. EXISTING THICKNESS, WHICHEVER IS O GREATER, AND CONSTRUCT 3 1/2—INCH THICK A.C. / 6 1/2—INCH A.B. SUMMERHILL DRIVE TO STA. t8+80 (SOUTH OF CENTERLINE) WILY OVER COMPACTED NATIVE. SUMMERHILL DRIVE TO STA. t9+00 (NORTH OF CENTERLINE) R/W r O REMOVE 10—INCH THICK A.C. / A.B. OR EXISTING A.C. THICKNESS, N'LYWHICHEVER IS GREATER, AND CONSTRUCT 3 1/2-INCH THICK A.C. / 6 1/2-INCH A.B. R/W I 55' I OVER COMPACTED BASE. R/W ' t2• 43• COLD MILL UNIFORMLY 2-INCH. I - 55 O F I 8' 12' VARIES VARIES 11 BLANK. I ! 12" 43' � 12'-21' PER PLAN 2:1INSTALL 12-INCH WIDE SELF-ADHESIVE RUBBERIZED REINFORCING MEMBRANE Ir MAX. 6 to CENTERED ON A.C./P.C.C. JOINT, PRIOR TO PLACING AC OVERLAY OVER EX. GUTTER. 2:1 16 2 t7 13 CONSTRUCT 18-INCH RCP (2000D). MAX. / I\���\` 4 I ,JOIN 14 ADJUST GAS VALVE FRAME AND COVER TO GRADE. EXIST. �// I s 15 ADJUST WATER METER FRAME AND COVER TO GRADE. /// GRGUNDJ / 4,Q I 16 CONSTRUCT PAVEMENT FABRIC. J I 5 / �y1 l GROUND / y n i E'� 17 CONSTRUCT VARIABLE DEPTH OVERLAY. / � / REMOVE 12—INCH THICK A.C. / A.B. OR A.C. EXISTING THICKNESS, WHICHEVER IS !° GREATER, AND CONSTRUCT 5 1/2—INCH THICK A.C. / 6 1/2—INCH A.B. EXIST. MEDIAN OVER COMPACTED NATIVE. E CURB AND GUTTER / EXIST. MEDIAN I TYPICAL SECTION (N.T.S) 19 GRADE EXISTING EARTH SHOULDER TO MATCH EXISTING GROUND. CURB AND GUTTER ' STA. ±10+75 TO STA. ±12+00 TYPICAL SECTION (N.T.S) 0REMOVE EXISTING CURB do GUTTER. REMOVE EXISTING 4—INCH P.C.C. SIDEWALK. STA. ±9+35 TO STA. ±10+75 @ WILY 22 PROTECT EXISTING IRRIGATION. R/W 55'-57' 23 RE—ESTABLISH EXISTING LANDSCAPING IN KIND. 1/4" CHECKERED PLATE 12•-14' 43' 4 DETAIL A NOTES REMOVE AND CONSTRUCT 4—INCH P.C.C. WALKWAY. e' 12' I?� � � / � 25 CONSTRUCT JUNCTION STRUCTURE PER RIVERSIDE COUNTY FLOOD CONTROL AND WATER 1 6 16 ` ❑1 CAST-IN-PLACE DRAIN TO BE CONSTRUCTED AT CONSERVATION DISTRICT STD. DWG. NO. JS227. O �66 -� b AN ANGLE SO AN ADEQUATE SLOPE IS ATTAINED 26 PLUG EXISTING MEDIAN CURB DRAIN NTH CONCRETE AND CONSTRUCT CAST-IN-PLACE 70 FOR THE DRAIN, AND AS APPROVED BY DRAIN IN EXISTING MEDIAN CURB PER DETAIL A, SHOWN HEREON. 2.1 2X THE ENGINEER. MAX. JOIN 27 ADJUST TO GRADE BY OTHERS DETAIL 6 14 6 02 SLOPE TO DRAIN TO ONE SIDE. 28 GRADE EXISTING EARTH SHOULDER TO MATCH EXISTING GROUND. / _ I 3• STUD ANCHOR SECTION A—A AT 14 O.C. 03 ALL EXPOSED METAL PARTS TO BE GALVANIZED 29 CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER APWA STD. PLAN 313-1, CASE E. s _ AFTER FABRICATION. �Q? \\��� ❑4 1 1 2 X 1 1/2" X 1/4" *L" FRAME WITH y• _ :I AN CURB AND GUTTER 3/J3' X 1/4" STEEL STRIP WELDED TO FRAME. EXIST. � � L•J ABBREVIATIONS GROUND / I ° ° 05 CHECKERED PLATE SHALL BE GALVANIZED STEEL. / a B.F.P.V. BACK FLOW PREVENTER VALVE MON MONUMENT e a © FASTEN WITH 1/4" COARSE—THREAD COUNTERSINK C.F. CURB FACE PP POWER POLE ' 61 / d ° METAL SCREWS AT 12 O.C. C&G CURB & GUTTER W.M. WATER METER Z EXIST. MEDIAN I , TAMPED ° TAMPED e C CURB AND GUTTER `CONCRETE , 1 ° CONCRETE E / a MEDIN° MEDIAN EOP EDGE OF PAVEMENT W.V. WATER VALVE 4 ° G.V. GAS VALVE TC TOP OF CURB V m ° M.H. MANHOLE �m TYPICAL SECTION (N.T.S) FLOW LINEFLOW LINE 'FOR ADDITIONAL DETAILS, SEE COUNTY OF STA. f12+00 TO STA. f18+31 MEDIN CURB RDRAIN OUTLET STANDARDSCOUNTY ROAD AND SPECIFICATIONS STDNNO. 309. * LOCATION AND DIMENSION PER PLAN • CONTRACTOR SHALL TIE EXISTING EDGE OF PAVEMENT N.T.S. WITH TEMPORARY STAKES PRIOR TO PAVEMENT REMOVAL. PROPOSED FINISHED SURFACE (F.S.) AT DETAIL A EDGE OF PAVEMENT (E.P.) SHALL=F.S. CAST—IN—PLACE DRAIN BENCHMARK lUT1d9r w-,d SV1Ce MOPE REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR UNAUTHORIZED CHANGES: 9r HARRIS & ASSOCIATES CITY OF LAKE ELSINORE AT THE PAIN ENTRANCE TO CANYON LAKE COMPLIANCE WITH THE APPROPRIATE aFEssi SHEET RESORT AT THE SOUTH END OF THE MEDIAN CONDITIONS OF DEVELOPMENT ND/OR opF S qY� 17140 Bernardo Center Drive, Suite 212 CAUTION-THE ENGINEER PREPARING THESE PLANS WUL NOT BE STRIPE 64.0 FEET NORTH OF RAILROAD CANYON 4, RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE STREET IMPROVEMENTS 2 ROAD 22.0 FEET WEST OF THE NB LANES. CITY AND STATE LAWS AND HAVE BEEN � �y San Diego, CA 92128 PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE 22.0 FEET EAST OF THE SS LANES.A BRASS Call: TOLL FREE FOUND ACCEPTABLE. y �mm77 4-5552•FAX (858) 674-5553 PREPARER OF THESE PLANS AND THE CITY ENGINEER. ON DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH AND IN BACK OF CONCRETE CURB ¢ NO.C59991 A AND MARKED E-15-70. �-wo ,/� ♦ EXP.6-30-04 . SCALE: N.T.S. RAILROAD CANYON ROAD OF s NGVD 2e DATUM 422-4133 ��- t��1�,,,,.,., J--7—eT sr� CIVIC Fr G SHEETS FAY O'DONNELL DATE ��GN.\F� y/ S TYPICAL SECTIONS & DETAILS °ELFµ i+9B73D.os3DRAWN BY DATE.FEB 2003 FILE NO. TWO WORKING DAYS BEFORE YOU DIG CITY ENGINEERWE .Nn -1 I Q � U. RAILROAD CANYON ROAD 3+07.18- 5*00 — ————— ------------------s-- L--- --- 24 so, ? I C) 1s 26 8 27 i ' I 7n = 8 m 2' - - - -- --- ___ � o y U') N CO C \ ----- - RAILROAD - ,2 �NYON ROgp W 1Q w B �0 UQ d` +° Z H w �. ) Q LJ , Z 7\ 11 �� GRAPHIC SCALE I „ 9 W 04 >b 0 10 10 M 00 ( BT FKVr) I inch- 20 (A. BENCHMARKS gayer glart REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR HARRIS & ASSOCIATES UNAUTHORIZED CHANGES: 'I AT THE MAIN ENTRANCE TO CANYON LAKE COMPLIANCE WITH THE APPROPRIATE OFESS/ CITY OF LAKE ELSINORE SHEET RESORT AT THE SOUTH END OF THE MEDIAN CONDITIONS OF DEVELOPMENT AND/OR o�S,(°�'4 17140 Bernardo Center Drive, Suite 212 CAUTION—THE ENGINEER PREPARING THESE PLANS MALL NOT BE _ STRIPE 6a.0 FEET NORTH OF RAILROAD CANYON CITY AND STATE LAWS AND HAVE BEEN �`" ,�B 't` �" Son D Or A 92128 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANCES TO THESE ROAD 220 FEET WEST of THE NO LANES. �S s y� 9 PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE STREET IMPROVEMENTS 3 22.0 FEET EAST OF THE SB LANES,A BRASS Call: TOLL FREE FOUND ACCEPTABLE. ti m 67 552 FAX (858) 674-5553 PREPARER OF THESE PLANS AND THE CITY ENGINEER. ON DISK SET IN THE TOP OF A CONCRETE POST �' AND FLUSH NTH OF CONCRETE CURB 1_M SCALE: "=20' RAILROAD CANYON ROAD N0.C59991 6 NGVD?9 DATUM 422-41M p� `��++��r ,r-7- D 1 *PrEXP.5-30-04 e OF DATE 1970 fJ RAY O'DONNELL DATE �O'�'w,F�� •��S FROM SUMMERHILL DRIVE SHEETS - ELEv Iu�. 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O rx:=41, OW- MON MW1011 M Mig Ed--- :Ali >I { ( \ 5 5 u \ \ RAILROAD , CANYON \� ~a. _ R010 8 Rs,tS R-700' 3 10 R 7t5'2 X16 l � Ila I I STRIPING GENERAL NOTES STRIPING CONSTRUCTION NOTES 1. TRAFFIC STRIPES, PAVEMENT LEGENDS AND RAISED INSTALL 4" WHITE LANE LINE PER DETAIL 12. PAVEMENT MARKERS (RPM-S) SHALL BE PER CALTRANS TRAFFIC MANUAL. DATED 1997, STANDARD PLANS AND STANDARD SPECIFICATION 84 do 85 DATED JULY, 1999 a INSTALL 4" SOLID WHITE LINE. AND AS MOST RECENTLY REVISED. INSTALL 8" SOLID WHITE LANE LINE PER DETAIL 38. � g 2. TRAFFIC STRIPES AND MARKINGS SHALL BE IE 100' THERMOPLASTIC AND RPMS. 4 INSTALL 4" DOUBLE YELLOW PAINTED MEDIAN LINES O PER DETAIL 21. O In 9 3. STRIPING OR PLACEMENT OF RPMS SHALL BE INSTALL TYPE IV L DIRECTIONAL ARROWS PER + m CAT TRACKED AND APPROVED BY THE CITY TRAFFIC ( ) z o d ENGINEER PRIOR TO FINAL INSTALLATION. 1fl CALTRANS STANDARD A24A. 1 m 8 4. TYPE DB 2-WAY BLUE RELFIECTIVE MARKERS INSTALL 12" SOLID WHITE CROSSWALK. Q — — — — SHALL BE INSTALLED ADJACENT TO EXISTING FIRE ~ v eQ HYDRANTS WITHIN THE LIMITS OF THIS PROJECT N ° — PER STATE AND CITY STANDARDS. INSTALL 8" YELLOW DIAGONALS 10' O.C. 5. PLAN DOES NOT SHOW EXISTING SIGNS. ALL g REMOVE PORTION OF EXISTING BIKE LANE STRIPE AND I 200' INSTALL 6" WHITE BIKE LANE LINE PER DETAIL 39A. I /— EXISTING SIGNS SHALL REMAIN UNLESS DIRECTED N 13+ f�4 G10 ,e•I ee 1iJ I ee 29!9e 41 00 OTHERWISE BY THE ENGINEER. ❑9 INSTALL SIGN R81, R81B 6. ALL STRIPING SHALL BE PAINTED PER DETAILS RAILROAD CANYON ROAD ON THE PLANS, THE CITY'S STANDARD PLANS, AND 10 INSTALL 8" WHITE DIAGONALS 10' O.C. r THE CALTRANS TRAFFIC MANUAL AND SPECIFICATIONS UNLESS OTHERWISE SHOWN. 11 INSTALL 4" WHITE LANE LINE PER DETAIL 40. 7. UNLESS OTHERWISE SHOWN ON THE PLANS, ALL INSTALL TYPE E TRAFFIC DETECTOR LOOP TYPE A PER CALTRANS LANE LINES SHALL BE PARALLEL/CONCENTRIC TO THE L1 STANDARD ES-5A do ES-5B. SET ADVANCED LOOPS PER W STREET CENTERLINE. STATION ON PLAN. SET REMAINING LOOPS AS FOLLOWS: Z -lst LOOP OVERLAP 2' INTO CROSSWALK LIMIT LINE. 8. ALL DIMENSIONS FOR LANE WIDTHS ARE TO THE CENTER -2nd LOOP 10' AWAY FROM let LOOP. CENTER LOOPS IN LANE, U OF THE STRIPE AND/OR TO THE CURB FACE. EXCEPT AT OVERSIZED CURB LANES. W e REFERRENCED DETAILS REFER TO CALTRANS STANDARD PLANS: c �\ Q W 9. TRAFFIC SIGNAL DETECTOR LOOP LOCATIONS SHALL BE A20A, A20B, A20C, A20D, A241), A24C, AND A24D. Kn PAINTED FOR APPROVAL PRIOR TO SAW CUTTING. C I ' GRAPHIC SCALE 0 tl b tl q I MEN ( IN FECI') T huh- 40 tL BENCHMARK Undergr"A Service AWt REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR UNAUTHORIZED CHANGES: I ! AT THE MAIN ENTRANCE TO CANYON LAKE COMPLIANCE WITH THE APPROPRIATE RABBIS & ASSOCIATES CITY OF LAKE ELSIINORE SHEET RESORT AT THE SOUTH END OF TH �yOFESSIgY CONDITIONS OF DEVELOPMENT AND/OR a 4 17140 Bemordo Center Drive, SUlte 212 CAUTION-THE ENGINEER PREPARING THESE PLANS WALL NOT BE STRIPE e4.0 FEET NORTH OF RNLRE MEDIAN s.OAD CANYON RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANCES TO THESE TRAFFIC STRIPING, MARKERS AND 6 ROAD 22.0 FEET WEST OF THE NB LANES. CITY AND STATE LAWS AND HAVE BEEN ,� y San Diego, CA 92128 PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE 22.0 FEET EAST OF THE SB LANES,A BRASS Call: TOLL FREE FOUND ACCEPTABLE. ti m ) 74-5552 FAX (858) 674-5553 PREPARER OF THESE PLANS AND THE CITY ENGINEER. PAVEMENT MARKING 6 DISK SET W THE TOP OF A CONCRETE POST i•+ m FLUSH WITH AND R4 BACK OF CONCRETE CURB �p/y� NO.C59991 AND MARKED E-15-70. Ira/ //// ; EXP.6-30-04 ; � OF w. �Un,, .v7 5-7-0T s. = SCALE:1 =4O FOR SHEETS ND zo DATUM 422�4133 crva F . . °E FY.. 1/e87.70.D53 TWp WpRKING DAYS BEFORE YOU DIG ORY OENGINEER �� GK`t� DATE:FEB 2003 - RAILROAD CANYON ROAD FROM FILE N0. DRAW fft SUMMERHILL DRIVE TO STA. 18+00 . { ®gin