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HomeMy WebLinkAboutRiverside Dr (SR74) Imp Plans RECEIVED 2018 MV-7 AM 1010 I CITY OF LAKE ELSINORE °`ST�"'F m PERMIT RFIUE ;o w 0 o cam-, c�p' rn � w RIVERSIDE DRIVE (SR 74) IMPROVEMENT PLANS GENERAL NOTES SHEET LIST 1 ANY STATE OWNED FACILITIES ACCIDENTALLY COVER SHEET1 DESTROYED DURING CONSTRUCTION SHALL BE RIVERSIDE DRIVE STA 1+38.34 TO STA 5+90.00 2 REPLACED IN KIND AT NO COST TO THE STATE. RIVERSIDE OR IVE STA 5+90.00 TO STA 10+94.00 2 INSTALL ACCESSIBLE PEDESTRIAN SIGNAL (APS). RVERSDE DRIVE STA 30+94.00 TO STA 1 +94.00 4 ALL PEDESTRIAN SIGNAL FACES SHALL UTILIZE RIVERSIDE DRIVE STA 15+94.00 TO STA 175+81.66 5 LIGHT EMITTING DIODE SIGNAL AND COUNTDOWN STRIPING STA 1+38.34 TO HA 11+15.00 6 MODULES. STRIPING STA 11+15.00 TO STA 17+81.66 7 RAMP DETAIUS8 3 ALL MATERIAL AND WORK SHALL CONFORM TO ISIGNAL MODIFICATION 9 THE 2018 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION. CALTRANS NOTES TO CONTRACTOR 1 IT IS THE PERMITTEE/CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE �� v UNDERGROUND SERVICE ALERT IN ORDER TO CLEAR ANY POSSIBLE CONFLICTS PRIOR TO CONSTRUCTION. 2 WHERE DAMAGE IS CAUSED BY THE CONTRACTOR'S OPERATION, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR OR REPLACE DAMAGED FACILITIES PROMPTLY IN ACCORDANCE WITH 2O18 STATE SPECIFICATIONS AND/OR AS DIRECTED BY THE STATE REPRESENTATIVE. 3 ALL WORK WITHIN STATE'S RIGHT—OF—WAY SHALL BE COMPLETED IN ACCORDANCE WITH THE 2018 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS & STANDARD SPECIFICATIONS. SITE 4 ALL NON—PROJECT STRIPING AND SIGN STRUCTURES SHALL BE RESTORED `rT O�FO (IF DISTURBED) TO PRE—CONSTRUCTION CONDITIONS UPON COMPLETION OF 'Q CONSTRUCTION. 04i 5 ALL SURVEY MONUMENTS DESTROYED DURING THE PERMIT CONSTRUCTION SHALL BE REPLACED ACCORDING TO CURRENT STATE STANDARD PLAN A74. 6 CALTRANS DISTRICT TRAFFIC MANAGEMENT RECOMMEND THE PLACEMENT OF PCMS, 7 CALENDAR DAYS PRIOR TO REQUESTED CLOSURE DATE TO ADVISE MOTORIST OF ANY UPCOMING LANE REDUCTION. 7 THE CONTRACTOR SHALL NOTIFY THE TRANSPORTATION PERMITS OFFICE (JAY HORTON, 916-322-4957) 15 DAYS IN ADVANCE OF ANY VERTICAL AND/OR Q 74 HORIZONTAL CLEARANCE CHANGES INCLUDING LANE/SHOULDER CLOSURE, LANE/SHOULDER WIDTH REDUCTION, AND ETC. 8 THE CALTRANS PUBLIC AFFAIRS OFFICE MUST BE MADE AWARE OF THE CONSTRUCTION ACTIVITIES ESPECIALLY "LANE CLOSURE WITH REDUCTION OF VICINITY MAP WIDTH TO TRAFFIC LANES". IN THE EVENT THE CALTRANS PUBLIC AFFAIRS N.T.S. OFFICE IS ASKED TO ISSUE PRESS RELEASES, SAID INFORMATION IS REQUIRED 7—DAYS PRIOR TO THE CLOSURE. OCTOBER 2018 BY ENGINEERING RESOURCES OF SOUTHERN CALIFORNIA , INC . CALTRANS PERMIT #08-18-N-MC-0280 MARK REVISIONS APPR, DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: LA LAGUNA RESORT RV PARK APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND QROF ESS iOH� 1861 W.REDlANDS 8Lw SHEET 1 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE Q�° V.ep �� 1161NE;ER1l16 REDLNDS,CALIFORNVI 92373 CITY OF LAKE ELSINORE p't' Cy sc �EMRCES P:(909)890-1255 COVER SHEET OF SWMIM U00M 1C. F:(909)890-0995 9 10/25/2018 * Eq.3/3311//20 SCALD BENCH MARK- RIVERSIDE DRIVE OF SHEETS R ON A. HABIB_, RCVNo. 83156 DATIf JOHN M. BRUDIN DATE sr- CIVIL �� 1"= 20' WIDENING FILE No. INTERIM CITY ENGINEER REGISTERED CIVIL ENGINEER NO. 41836 Tf OF tA,%* CITY OF LAKE ELSINORE EXPIRATION DATE: 3/31/20 DATE, 16007.001 12 9, 0 RECEIVED I2 8, 0 2819NOY-7 ItM 101 0 i 1277.)0 DISTFICI8 PEWIT OFFICE - w 12 76.00 1 1 1 10 r �o 1275. 0 � w 1274..0 1271 0 ti LEGEND dw 1272.)0 4 o ti2 PROPOSED CONCRETE/SIDEWALK PROPOSED PAVEMENT IE 71.)0 1270.)0 1 9� � PAVEMENT GRIND AND OVERLAY SECTION + 0,00 1275.00 PROPOSED STAMPED AND 1274.)0 + COLORED CONCRETE 1273.)D �+ ------ EXISTING EDGE OF PAVEMENT 1272.)0 y s--s--� EXISTING GUARD METAL BEAM CO GUARD RAIL 1ON 71.0 o m 0 0 EXISTING MANHOLE - k 70.O o c ¢N n 0 o CONSTRUCTION NOTES 1259.)0 n Oi CONSTRUCT A.C. PAVEMENT PER LAKE ELSINORE STD. t7 to +v�i o o PLAN NO. 100A. PAVEMENT SECTION SWILL BE BASED ON 1268.)0 F n �N a HORIZ��20 R-VALUE DETERMINATION AFTER SUBGRADE HAS BEEN VERT, 1"-4' ESTABLISHED BUT NOT LESS THAN THE EXISTING. 11267.50 O2 CONSTRUCT AGGREGATE BASE PER LAKE ELSINORE STD. 1+00,00 1+50.00 2+00,00 2+50,00 3+00.00 3+50.00 4+00.00 4+50.00 5+00.00 5+50.00 6+00,00 6+20,00 PLAN NO. 1ODA. BASE SECTION SHALL BE 6" OR EQUAL Station TO THE EXISTING, WHICHEVER IS GREATER. O CONSTRUCT CONCRETE CURB AND GUTTER, TYPE B2-6, PER CALTRANS RSP A87A Os CONSTRUCT CROSS-GUTTER PER RIVERSIDE COUNTY STD. NO. 209 RELOCATE TRAFFIC SIGNAL PULL BOX AND CONDUIT. SEE TRAFFIC SIGNAL PLAN. O PROTECT IN PLACE EXISTING TREE(S) EXISTING BACK / -EXISTING R/W (� TRAFFIC SIGNAL, SEE TRAFFIC SIGNAL PLAN m /-OF SIDEWALK Oe LIFT STATION, FENCING AND CONTROLS TO REMAIN EXISTING CURB FACE O ADJUST MANHOLE COVER w 70 CONSTRUCT AND CITYO F E LAKEEL ES ELSINORE DETAIL 5 PLAN NO. 216 & 0 t t m X o po0 1t CONSTRUCT 5' SIDEWALK, SEE DETAIL 2 ON SHEET 5 18 18 x w'n 212• AND CITY OF LAKE ELSINORE STD. PLAN NO. 216 U eo U 1 t2 CONSTRUCT CURB RAMP, SEE SHEET 8 AND ADA 0? N Q N W W STANDARDS M + + + + RIVERSIDE DRIVE ? t3 TELEPHONE RISER TO REMAIN 1+00,00 Q Q 1+50.00 a s �' 2+00,00 2+50.00 3+00.00 3+50.00 4+00,00 4+50.00 5+00.00 5+Sa00 =ey to CONSTRUCT CONCRETE CURB, TYPE 81-6, PER I-n Gi PROVIDE CLEAR rE U CALTRANS DWG A87A o w- SEE DETAIL 2 H 28.13' 50.79' OPENING FOR - �* 50.79' .13' ON SHEET 5 EXISTING EP1 EXISTING EP 28.13' 50.79' Q W 15 EXISTING ENTRANCE SIGNS AND LANDSCAPING ---- BIKE PATH - ------ --- nL---------------------------- ------------------- I r to��-��'-"t0 N to CLEAN SAW CUT. GRIND & OVERLAY. SEE LL TO REMAIN - -- - to t - - --ts t t9 t `_ 19 t p W DETAIL 1 ON SHEEP 5 �f EXISTING EEP J EXISTING POLE EXISTING R/W 3 LJ V- lr �+ W 17 CONCRETE PERUCT ISED CITY OF LAKEIAN TH ELSINOREED COLORED STANDARD PLAN NO. 111. PROVIDE BAY TAPER PER CALTRANS HDM PROVIDE TL3 MASH COMPLIANT IN-LINE END TREATMENT 6 - - TYP PROVIDE TRANSITION FROM MIDWEST GUARDRAIL SYSTEM TO METAL BEAM GUARDRAIL PER CALTRANS RSP A77U5 PRO . SEE DETAIL 2 to t1 2a PROVIDE 1' OPENING IN RAISED MEDIAN AND CURB LINE ON SHEET 5 FOR STORM RUNOFF. SEE DETAIL 4 ON SHEET 5. 2t ELECTRICAL RISER TO BE RELOCATED PROPOSED R/W PROPOSED R/W CLEAR AND GRUB NOTES a 0 REMOVE EXISTING GUARD RAIL IN WHOLE SPAN o_ w a INCREMENTS (12.5'). STATION OF REMOVAL DEPENDENT ON Z�Y U U EXISTING LOCATION OF SPAN SPLICES. VERYIFY IN FIELD. m LL w LL m w m w m w m w o 0 REMOVE EXISTING PALM TREE(S), AND OTHERS inw rnw w w mw Nw Icw w maw N w N FON OD�o �0� 'tor �o a0o� oo �Fo� nod �0� m 0 0 0 AS REQUIRED a m a -"0^ o° N a tO o- ,^I t-a a g o b a a o b a a g o- p a N 0 O REMOVE EXISTING FENCES (PLASTIC AND CHAIN LINK) tea? �Y 10 Cf 0� N Y O n It I, 0) 1 n• "'g o< n'w „+t- wooer M. w „+t'w b o`or V• w a a� a as' Qa REMOVE EXISTING CURB AND GUTTER AND RAMP Oct mi[]cV.-u'� mt0 N- OM O�- <pY OMj Y pIYaO NY Ya O'i t�Y G a m N m a „t d m n d o m d N m F d m d o m h d m d rn m h d m m d t d w m Q5 REMOVE EXISTING SIGNAL, SEE TRAFFIC SIGNAL PLAN • n II n N F ri n n 0 a A II II II FF M it II II n�, bi to n �n m n 0 REMOVE EXISTING AC PAVEMENT (n M(:)�Q K JMC� In Mfi�C/Y J MCiI M(i�G IY J N MfgMCi�d W.J O 20 40 Bo CALTRANS PERMIT #08-18-N-MC-0280 FEET THESE PLANS HAVE BEEN REVIEWE➢ FOR COMPLIANCE WITH THE PREPARED BY LA LAGUNA RESORT RV PARK MARK REVISIONS APPR, DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND Qg(IFESSION� 1861 W REDLANDS BLVD SHEET STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE �v° ,w Bar,'We -Q NE�� REDUNDS,GWFORNIA 92373 CITY OF LAKE ELSINORE 2 d EMIRCES P:(909)890-1255 a5ounwrtMgx rArar,K. F:(909)890-0995 PLAN AND PROFILE� * A in DFb/2-1 Zp' 10/25/2018 Em /20 SCALE BENCH MARKS RIVERSIDE DRIVE SH TS RE ON A. HABIB, R No. 83156 DATE! JOHN M. BRUDIN DATE sib CIVIL 1"= 20' WIDENING FILE No. INTERIM CITY ENGINEER REGISTERED CIVIL E NGINEER NO. 41836 rF OF CA01 CITY OF LAKE ELSINORE EXPIRATION DATE: 3/31/20 F DATE, STA 1+38.34 TO STA 5+90.00 16007.001 12 2.o RECEIVED 21I8 Nov-7 AN 10:01 41i DISTRICT SPERMIT CFFICELEGEND12 9, 0 PROPOSED CONCRETE/SIDEWALK 1278.)0 PROPOSED PAVEMENT 1277.)0 PAVEMENT GRIND AND 1276.)0 Z, OVERLAY SECTION 1275.00 n� tit STAMPED COLORED PROPOSEDCONCRETE AND 12 4.30 ��~ _---- EXISTING EDGE OF PAVEMENT 1 9. 0.00 �-� EXISTING GUARD METAL BEAM 12 8.)0 o M GUARD RAIL n 1277.10 (l�) EXISTING MANHOLE 1 6.)0 ¢ CONSTRUCTION NOTES w lini X., o ICONSTRUCT A.C. PAVEMENT PER LAKE ELSINORE STD. 1275.)0 w o a + m PLAN NO. 100A. PAVEMENT SECTION SHALL BE BASED ON 00 inN R-VALUE DETERMINATION AFTER SUBGRADE HAS BEEN 0 + o ESTABLISHED BUT NOT LESS THAN THE EXISTING. 1 4,0 a +o +a ¢ O2 CONSTRUCT AGGREGATE BASE PER LAKE ELSINORE STD. tt PLAN N0. 100A. BASE SECTION SHALL BE 6" OR EQUAL 00 Pi TO THE EXISTING, WHICHEVER IS GREATER. 0 0 + ~N y`" 3O CONSTRUCT CONCRETE CURB AND GUTTER, TYPE 132-6. PER CALTRANS RSP A87A n - O CONSTRUCT CROSS-GUTTER PER RIVERSIDE N 1272,0 o a p.m COUNTY STD. NO. 209 OS RELOCATE TRAFFIC SIGNAL PULL BOX AND CONDUIT. IE 71.0 0 4 n p F SEE TRAFFIC SIGNAL PLAN. n HORIZ: 7"=20' O PROTECT IN PLACE EXISTING TREE(S) 1 70.0 1 1 F[ V£RT.• 1"'=4' Oj TRAFFIC SIGNAL, SEE TRAFFIC SIGNAL PLAN 6+00,00 6+50.00 7+00.00 7+50.00 8+00.00 Station 8+50.00 9+00.00 9+50.00 10+00.00 10+50.00 11+00.00 11+20.00 O LIFT STATION, FENCING AND CONTROLS TO REMAIN O c+ ADJUST MANHOLE COVER OD o to CONSTRUCT 8' BIKE PATH, SEE DETAIL 2 ON SHEET 5 p6 AND CITY OF LAKE ELSINORE STD. PLAN NO. 216 & ov CONSTRUCT 5' SIDEWALK, SEE DETAIL 2 ON SHEET 5 _ AND CITY OF LAKE ELSINORE STD. PLAN NO. 216 ,--EXISTING R/W ONE HEETL5 a X iz 1z CONSTRUCT CURB RAMP, SEE SHEET 8 AND ADA N w W EXISTING EDGE f� STANDARDS _Z /-OF SIDEWALK // �J to TELEPHONE RISER TO REMAIN -J N EXISTING CURB FACE = u CONSTRUCT CONCRETE CURB, TYPE 87-6, PER U 1 7 CALTRANS DWG A87A Q W _ts \ is EXISTING ENTRANCE SIGNS AND LANDSCAPING W N w 7`�•0 p0 REMAINTO w is CLEANSAW CUT, GRIND & OVERLAY. SEE O m 12 � W w O + STA 10+00.00 CL RIVERSIDE DR o Z_ O DETAIL 1 ON SHEET 5 O W * STA 10+00.00 CL LINCOLN ST 1- J n CONSTRUCT RAISED MEDIAN WITH STAMPED COLORED + 0 a �' = CONCRETE PER CITY OF LAKE ELSINORE STANDARD PLAN tD In RIVERSIDE DRIVE ()It NO. 111. PROVIDE BAY TAPER PER CALTRANS HDM 6+00.00 6+50.00 7+00,00 7+50.00 8+00,00 X 8+50.00 9+00.00 9+50.00 9+7p,91 10+�,68 10+50,00 W to PROVIDE TO MASH COMPLIANT IN-LINE END TREATMENT Lu (n - ------ --_-_ - -------------� ----_--I- -H D-w---- _---- 5 7- 10+00.00, 4 7 3 O= tg PROVIDE TRANSITION FROM MIER C GUARDRAIL SYSTEM 1 n�- ism 00 16 _ is -7-NP-_--ml -. Q- O fA TO METAL BEAM GUARDRAIL PER CALTRANS RSP A77U5 EXISTING EP S J_ a _ _ _ L _ 20 PROVIDE 1' OPENING IN RAISED MEDIAN AND CURB t8 t W EXISTING EP 2 9 -- - - ( _--- ---- f-___ ________ (s1)1--- EXISTING EP pad W 50.79' F 2 t p 5 SEE DETAIL52 ��N t 2 s 4 tz 5 �� + (n FOR STORM RUNOFF. SEE DETAIL 4 ON SHEET 5. 2 0 0= T ON 3 0--- q 3 ( ) s 2t ELECTRICAL RISER TO BE RELOCATED � t3 �I Q ej o SEE DETAIL 5 -W CLEAR AND GRUB NOTES ate_ m ON SHEET 5 3 3 zt _ EXISTING R/W N 1z I t2 Q REMOVE EXISTING GUARD RAIL IN WHOLE SPAN B!K€{PEBE - - - 2 11 INCREMENTS (12.5'). STATION OF REMOVAL DEPENDENT ON t z P Q EXISTING LOCATION OF SPAN SPLICES. VERYIFY IN FIELD. PROPOSED R/W O AS REQUIRED ROPOSED R/W ON SHEEP 5 tt to STA 10+13:68 3 REMOVE EXISTING FENCES (PLASTIC AND CHAIN LINK) SEE DETAIL 2 STA 10+13.68 4 REMOVE EXISTING CURB AND GUTTER AND RAMP 0 STA 9+74.91 y BCR/GB O5 REMOVE EXISTING SIGNAL. SEE TRAFFIC SIGNAL PLAN z a ECR TYP A=90'00''00" 0 REMOVE EXISTING AC PAVEMENT w z 0 o END CURB I R=45.00 > �o a w ? A=90'00'00" L=70.69' z0 > z W a o z R=45.00' a Ow -z o vt_z 1 z L=69.30' i• �. N_mQy1 8IOK�OtCJ?>O� Ia1 O-1Q=��1UViI nOIIy_0 m lo ~�w N=aw f-0Q O 01 OW ^m w N H 0)'ww t0 Qw m OW w Omt0 Camc+ m-0zzWW win cy w �m - �:e O N0 O 0 O O D_�W� m " WH rn OF o+ oZw mO 0 '1 w LL7 �QMO QaY WM.'o-O0 N01 Op Znw m�ZF�WO> O Q0 a,, mOZ N'o LINCOLN AVE oOi� o_ N a m p Xwo�zo W w �� c z� M a.c+ ev O-O+ + a nO O O , �O O OaJ LO c�O0 a. 2NU Q � m ml- mnWO,O O 0 O MZZ M O pYMO Y O Oui w0 M,,woui : VIOMC� ahCQ W 0Z d dJco GK N 07 d �40_ N W OZ� OO Q pa Oa M 0� O O p NQO IR .19 ¢W u ml[ u7M NV hF m a.nAM NV a 0t-N M G Lon-A Wt O V0 0 20 40 BO CALTRANS PERMIT #08-18-N-MC-0280 FEET MARK REVISIONS APPR, DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY Si LA LAGUNA RESORT RV PARK 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/DR CITY AND OQaow ap&aA! N�NEERM RED N REDIANDS CALIFORNIA9 CITY ❑F LAKE ELSINORE SHEET STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE +c, M BRA REDUWDS, 0-25IA 92373 N MFWK K F,(909)090-995 h = vsanNwl cYrgeN Mc. F:(909)890-0995 PLAN AND PROFILE n 0 10 25 2018 v Na 418M m BENCH MARK OF J / �2�1 20l / / * E.P.3/31/20 , SCALE: RIVERSIDE DRIVE SHEETS REMON A. HABIB. RCE No. 83156 DATIf JOHN M. BRUDIN DATE sr� CIVIL y,� 1"= 20' WIDENING FILE No, INTERIM CITY ENGINEER REGISTERED CIVIL ENGINEER NO. 41836 rE OF CA,%, CITY OF LAKE ELSINORE EXPIRATION DATE: 3/31/20 DATE- STA 5+90 TO STA 10+94 16007.001 12 35.. 12 4,0 1010NOV-7 AM 10:01 Al 31r_ DISTRICT 8 so 1233.)0 lz u Dj T I PERMIT CFFICE _z_y wo z oc (171 12 2.0 t, z m 11181.)0 In a+ �+ w p w n 12130.)0 t¢-N w A 05 1 21 2z 2A � 1279.)0 2� 2� LEGEND 126.0 2 EI NGGO DOSjj PROPOSED CONCRETE/SIDEWALK PROPOSED PAVEMENT 1280.0 + 0.00 ELX PAVEMENT GRIND AND OVERLAY SECTION 1279.0 EDGE-OF-fli HEl*Ef T 12 6.0 - PROPOSED STAMPED AND COLORED CONCRETE 0 i 7. 0 i - o 0 00 ------ EXISTING EDGE OF PAVEMENT 0 +W o M 1276.)0 +,^o + ¢m N of _oo �-•� EXISTING GUARD METAL BEAM o GUARD RAIL 97 IA... N... 12 5. +o` c ^ ti� M ~N C. "- -- ��� EXISTING MANHOLE 11123,)0 o y �''" '" PROflfF. NOR1Z.. 1 VERT... 1=4' CONSTRUCTION NOTES 9 wl 11+00,00 11+50,00 12+00,00 12+50.00 13+00.00 13+50.00 14+00,00 14+50,00 15+00 00 15+50,00 16+00 00 16+20.00 0 CONSTRUCT A.C. PAVEMENT PER LAKE ELSINORE STD. PLAN N0. 100A. PAVEMENT SECTION SHALL BE BASED ON Station R-VALUE DETERMINATION AFTER SUBGRADE HAS BEEN ESTABLISHED BUT NOT LESS THAN THE EXISTING. O2 CONSTRUCT AGGREGATE BASE PER LAKE ELSINORE STD. zo zo zo zo JEXISTIN PLAN NO. 100A. BASE SECTION SHALL BE 6" OR EQUAL TO THE EXISTING, WHICHEVER IS GREATER. o a m a I (� CONSTRUCT CONCRETE CURB AND GUTTER, TYPE 62-6. PER CALTRANS RSP A87A ^ M a CONSTRUCT CROSS-GUTTER PER RIVERSIDE � COUNTY STD. NO. 209 REL d d d d SEEOCAT AFFIC A IGNAL P� PULL BOX AND CONDUIT. �ISTING R/W CURB FACE EXISTING R/W G) PROTECT IN PLACE EXISTING TREE(S) LLI n N o w Z 0TRAFFIC SIGNAL, SEE TRAFFIC SIGNAL PLAN x n a c+ n Lv LLo +r w J O LIFT STATION, FENCING AND CONTROLS TO REMAIN N< CN < 1279.000 1278.000 n r o ,nn w p '+o o'r m m V W O9 ADJUST MANHOLE COVER C) LL m¢ + `? <z z d >> 1'f' to CONSTRUCT 8' BIKE PATH, SEE DETAIL 2 ON SHEET 5 Q W z z c�i J w o w w o o W W AND CITY OF LAKE ELSINORE STD. PLAN NO. 216 & n W �' tz i d��o rn Wmm ao ; c�ct w w d o = t t CONSTRUCT 5' SIDEWALK, SEE DETAIL 2 ON SHEET 5 N = SEE DETAIL 3 m m m 0 Z O 1,w N AND CITY OF LAKE ELSINORE STD. PLAN NO. 216 p CO n� e n to RIVER IDE DRIVE oN sNEE s t z g n u R ro R=1.00' W t2 CONSTRUCT CURB RAMP, SEE SHEET 8 AND ADA H st'W 11+00.00 + +5.00 3+00.00 +50.00 4+00.00 14+ 15+00, I5+50.00 * Iim� C�- + W STANDARDS o + T R=7.00' N n -. t z J e n to t z -. t3 TELEPHONE RISER TO REMAIN Q o x o p EXISTING EP (V ) EXISTING EP (v�) la- tt CONSTRUCT CONCRETE CURB, TYPE 81-6, PER fp ------' w m¢---- o ---------------- / -_---- W CALTRANS DWG A87A �- 1--- -- ---------------- --------------- ------------------ is EXISTING ENTRANCE SIGNS AND LANDSCAPING L EXISTING R/W ��' TO REMAIN CLEAN SAW CUT, GRIND & OVERLAY. SEE DETAIL 1 ON SHEET 5 n CONSTRUCT RAISED MEDIAN WITH STAMPED COLORED g - - - ---.-_ t g CONCRETE PER CITY OF LAKE ELSINORE STANDARD PLAN NO. 111. PROVIDE BAY TAPER PER CALTRANS HDM tt to 3 TYP TYP PROVIDE TL3 MASH COMPLIANT IN-LINE END TREATMENT o � \ � /� �� PROVIDE TRANSITION FROM MIDWEST GUARDRAIL SYSTEM $ - ` '\ !/ a TO METAL BEAM GUARDRAIL PER CALTRANS RSP A77U5 z PROPOSED R/W I PROPOSED R/W w zo PROVIDE 1' OPENING IN RAISED MEDIAN AND CURB o I ! FOR STORM RUNOFF. SEE DETAIL 4 ON SHEET 5. m I ! w of z o' ¢�I zt ELECTRICAL RISER TO BE RELOCATED STA (t12+97.88' 1 ! / Nmw ng� fO� o= r o 0 o N \ \ ERIS'TiFf�Ems" I r o 0 O w m o o a t wo e O F mat-�O, I n< N O N z Na ± ± m O 1 !! / w w < w CLEAR AND GRUB NOTES in f STA f 13+33.68 / �, x 1n o r To a N q d m=< I. ($ '� / m o' m n a s N o m Oi REMOVE EXISTING GUARD RAIL IN WHOLE SPAN o N II II II \ 1 I o I.. "t ~z a < a N M INCREMENTS 12.5' STATION OF REMOVAL DEPENDENT ON }-n MFo� mc+ln vtwa �i ( )• j U •� \ I I / N +D_r!`+o EXISTING LOCATION OF SPAN SPLICES. VERYIFY IN FIELD. w I N jw,¢_o_ REMOVE EXISTING PALM TREE(S), AND OTHERS m nonAS REQUIRED C;=w it�ql I ( / m W A I 3 REMOVE EXISTING FENCES (PLASTIC AND CHAIN LINK) o� o I + mna�n+ac�uan J L REMOVE EXISTING CURB AND GUTTER AND RAMP m o Os REMOVE EXISTING SIGNAL, SEE TRAFFIC SIGNAL PLAN \� m x O REMOVE EXISTING AC PAVEMENT U UC U� N m 11 nm w n 0ww ox rx 0 LO�o ar e ® +<a��o. +ado' +a� oa�D. STA. 12+97.96 nw�lu�$a nwo, o zo •o so o n BIKE PATH EC/END ^Y n to O rn ^x- CALTRANS PERMIT #08-18-N-MC-0280 MA g d m d m rj 1 -N d m 16 FEET a.-0 d%J 122.61' FIT OF twit wj N c w o 8 MARK REVISIONS APPR, DATE^THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY, OFESS! LA LAGUNA RESORT RV PARK 4 D APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND eR ap RED W. .CALIFORNIAS BLVD SHEET A STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ��° �tt Bey��� N6INEERIN6 REDUNDS,CALIF 92373 CITY OF LAKE ELSINORE a y s PLAN AND PROFILE oo ° Et im K. R (909)89o-t z55 OF 9JIIIIERI GYrtRy,1C. F:(909)890-0995 9 ~ /�� 20/ Nw41gJS E SCALE: BENCH MARK- RIVERSIDE DRIVE OF SHEETS p 10/25/2018 * EV.3/3t/zo ` RE ON A. HABIB, R No. 83156 DATIf JOHN M. BRUDIN DATE mr�J orvl� � 1"= 20' WIDENING FILE No. ° INTERIM CITE ENGINEER REGISTERED CML ENGINEER NO. 41836 P Of CAItF° STA 10t94 TO STA 15+94 16007.001 CITY OF LAKE ELSINORE EXPIRATION DATE: 3/31/20 DATES 0 12 6.0 12 5. RECEIVED 12 4.)0 2018 NDV-7 AM IOt 01 DISTRICT 8 �N itl 1233. U I PERMIT CFEICE cn A `a O 1zz. o I w 1 81.0 24' MIN. 1 80.0 EXISTING PAVEMENT 0 PROPOSED PAVEMENT LEGEND . 12 2" G EXISTING EDGE RIND & OVERLAY PROPOSED CONCRETE/SIDEWALK I� B. 0 OF PAVEMENT 12 7, 0 DETAIL 1:SAWCUT.GRIND AND OVERLAY DETAIL PROPOSED PAVEMENT U SCALE:NTS iB1.0 + zl 0.00 PAVEMENT GRIND AND m OVERLAY SECTION 1 80.0 z 3 PROPOSED STAMPED AND o COLORED CONCRETE �- CONCRETE C&G• NOT 12 9, 0 N TYPICAL. SEE PLAN. B' MIN. 5' MIN. p EDGE OF PAVEMENT ------ EXISTING EDGE OF PAVEMENT 12 8. 0 (WHERE NO C&G) 2' MIN, B' MIN. 2' MIN. __,4, 5' MIN. 12 7, 0 0 0 +n _ RIVERSIDE DRIVE 1 5% s-s--ar EXISTING GUARD METAL BEAM GUARD RAIL � N o (� 12 6.0 N m a vWWi DECOMPOSED CONCRETE 4" CLASS I BIKEWAY SIDEWALK (v ) EXISTING MANHOLE ~ GRANITE SURFACE THICK, MINIMUM DECOMPOSED CONCRETE 4" GRANITE SURFACE THICK, MINIMUM 2 5. 0 27'4.0 ¢ TO �, I CONSTRUCTION NOTES 12 "'ram 28' FL TO EDGE OF SIDEWALK, MINIMUM O CONSTRUCT A.C. PAVEMENT PER LAKE ELSINORE STD.PRE NOTE; DETAIL 2 IS INTENDED TO CONFORM WITH DRAWING 216 FROM CITY OF LAKE PLAN NO. 100A, PAVEPAVEMENTSECTION SHALL BE BASED ON R-VALUE DETERMINATION AFTER SUBGRADE HAS BEEN HORIZ:VERT' I'_4' NOTE'ELSINOREOF STANDARD PLANS, TAIL AND CALTRANS HIGHWAY DESIGN MANUAL, SECTION 1003.1. ESTABLISHED BUT NOT LESS THAN THE EXISTING. 12 3. VERT.� 1"=4' NOTE: OFFSETS SHOWN IN DETAIL 2 ARE BASED ON THE SECTION AT STA 8+50.00 16+00.00 16+50.00 18+00.00 17+00.00 17+50.00 DETAIL 2:TYPICAL BIKE PATH AND SIDEWALK SECTION O CONSTRUCT AGGREGATE BASE PER LAKE ELSINORE STD. Statlan SCALE:NTS PLAN NO. 1ODA. BASE SECTION SHALL BE 6" OR EQUAL TO THE EXISTING, WHICHEVER 15 GREATER. Q3 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE 82-6, PER CALTRANS RSP A87A EDGE OF TRAVELED WAY A A O CONSTRUCT CROSS-GUTTER PER RIVERSIDE 2' OFFSET COUNTY STD. NO. 209 - - - - - - - - -BASE LINE, PARALLEL TO EDGE OF 0.5' CURB O RELOCATE TRAFFIC SIGNAL PULL BOX AND CONDUIT. TRAVELED WAY (NOT A STRIPE) B I SEE TRAFFIC SIGNAL PLAN.~1' OPEN B O PROTECT IN PLACE EXISTING TREE(S) 12' LEFT TURN LANE O7 TRAFFIC SIGNAL, SEE TRAFFIC SIGNAL PLAN (NOT PARALLEL) OS' CURB 0.5' CURB 1' OPEN V MEDIAN O6 LIFT STATION, FENCING AND CONTROLS TO REMAIN EXISTING R/W _ ._ _______.FACE OF CURB O ADJUST MANHOLE COVER / to CONSTRUCT 8' BIKE PATH, SEE DETAIL 2 ON SHEET 5 � I' BETWEEN CURBS BACK OF CURB RIVERSIDE DRIVE 0.5' CURB 1 I BACK OF CURB FINISHED GRADE AND CITY OF LAKE ELSINORE STD. PLAN NO. 216 & 11 CONSTRUCT 5' SIDEWALK, SEE DETAIL 2 ON SHEET 5 m 6' CURB SECTION A-A: ELEVATION VIEW AND CITY OF LAKE ELSINORE STD. PLAN NO. 216 W 2' OFFSET FACE OF CURB tz CONSTRUCT CURB RAMP, SEE SHEET 8 AND ADA z SECTION B-B: PLAN VIEW EDGE OF TRAVELED WAY STANDARDS _ 1280.000 DETAIL 3:RAISED MEDIAN AND STRIPING DIMENSIONS DETAIL 4:OPENING AT RAISED MEDIAN ,3 TELEPHONE RISER To REMAIN V SCALE:NTT SCALE:NTS Q W RIVERSIDE DRIVE N og <O IROW IEX. EDGE a CONSTRUCT CONCRETE CURB, TYPE B1-6, PER c W 16+00,00 16+50.00 '� O 1' O= + +17+00.00 17+50.00 00 O I ROW CALTRANS DWG A87A is EXISTING ENTRANCE SIGNS AND LANDSCAPING ow ra-- a 17+81.66 U) I m O TO REMAIN W (1) EXISTING EP N END OF rn FQ- I I t6 CLEAN SAW CUT, GRIND & OVERLAY. SEE j BIKE PATH toI I I= 17 DCONSTRUCTNRAISED MEDIAN WITH STAMPED COLORED SHEET 5 •- ------------ --__ EXISTING EXISTING R/W t14, WIDTH VARIES, ro CNO. I 11. PROVIDE BAY TAPER ONCRETE PER CITY OF LAKE ELSINORE STANDARD PLAN SEE PLAN Ie PROVIDE TL3 MASH COMPLIANT PER IN-L NE END S HDM TREATMET-- VARIES 5' TO EXIST. EDGE 3 z ------ � 12'-� 13' 16' C&G, NOT F -- -- _ - BIKE I W872,gNE&EXISITING LANEN E8 LANE T;l' RIGHT-TURN 4, TYPICAL. W t9 PROVIDE TRANSITION FROM MIDWEST GUARDRAIL SYSTEM WB LANE VARIES VARIES ES LANE SHOULDER SEE PLAN. N TO METAL BEAM GUARDRAIL PER CALTRANS RSP A77U5 -EXISTING R/W `-- --'�' *SEE NQ�7E o za PROVIDE 1' OPENING IN RAISED MEDIAN AND CURB TYP / �- FOR STORM RUNOFF. SEE DETAIL 4 ON SHEET 5. G I I I I J zt ELECTRICAL RISER TO BE RELOCATED I PROPOSED R/W STRUCTURAL SECTION PROPOSED I I 1 2 STRUCTURAL SECTION w CLEAR AND GRUB NOTES i 50' ROW TO rL T 60' ROW TO CL rn (DINCREME IN REMOVE CREMENTS STATION OF REMOVAL L IN WHOLE P PENDENT ON EXISTING LOCATION OF SPAN SPLICES. VERYIFY IN FIELD. a NOTE: OFFSETS SHOWN IN DETAIL 5 ARE BASED ON THE SECTION AT STATION 8+50.00. ACTUAL Q REMOVE EXISTING PALM TREE(S), AND OTHERS SECTION WIDTHS VARY BASED ON STATION, SEE PLAN. AS REQUIRED E z *NOTE: MATCH ADJACENT CROSS SLOPE WHERE POSSIBLE. MIN 1.5%, MAX 3.03 O REMOVE EXISTING FENCES (PLASTIC AND CHAIN LINK W DETAIL 5:TYPICAL ROAD SECTION O REMOVE EXISTING CURB AND GUTTER AND RAMP )n m L SCALE:NTS • NW nw o g o M N F p o f Q5 REMOVE EXISTING SIGNAL, SEE TRAFFIC SIGNAL PLAN a!;'�-1vo maa� m�3 �W�N o- + O REMOVE EXISTING AC PAVEMENT m� Qa- f~n(+Irk w�Z� IA(�N (L W O 20 40 60 8 CALTRANS PERMIT #08-18-N-MC-0280 FEET MARK REVISIONS APPR, DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY, LA LAGUNA RESORT RV PARK .' APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND OFESS/ Q STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ca °'y4 LINEOUNG 1061 W.REDLANDS BLw CITY ❑F LAKE ELSIN❑RE SHEET 1j p�V M gRG REDLANDS.CAUFORNN 92373 'Oa dy�yz OFSgmm OUNKKK F..'(909)890-0995 PLAN AND PROFILE P I6/21 -of 10/25/2018 a N.V.at / 9 Fes.3/31/ZO SCALE: BENCH MARK. OF R RI A. HABIB, R No. 83156 VIL DAT JOHN M. BRUDIN ¢ RIVERSIDE DRIVE SHEETS s 1 = 20' WIDENING FILE No. a INTERIM CITY ENGINEER REGISTERED CIVIL ENGINEER N0. 47836 DATE �4rf pF1CA1.1f�P�' CITY OF LAKE ELSINORE EXPIRATION DATE: 3/31/20 DATE, STA 15+94 TO STA 17+81.66 16001.001 ECEIV 2010NO - PM 1103 IS CT 8 PERMIT ICE OAW, T c7 mW CA Z UU' ti) Lo w1L wa �a Paz a>W a low W 'v w 't Nam- m Q: o�� NZoi ,0 I:jO ��0 p 0 co 0w NW MCLm OUJ +UJ +UJ +�J 0 0 0 +a +gam + F N�Z dz Qua Qom utzN nUN QYN rrYV' QON FQ-WO (~/Imp Nw4 Nm� 1~/1W� -f~/1 COW N m W W x CURB VI m H CURB in m 89.68' 'a W m o 18 RIVERSIDE DRIVE 3 QW o 1+50.00 2+00.00 T + 5+50.00 6+00.00 2 m� _ N= ----- -- ---------- --------------------------------------------------------------------- ~ W 11 12 w (0 z CURB Q cz� � H z F0 N p - __-_-vmE- - - Wa - - - - - - -- - - - - - - - - _ - �IAE� sw- _ LEGEND ------ EXISTING EDGE OF PAVEMENT CONSTRUCTION NOTES O INSTALL 6" WHITE THERMOPLASTIC BIKE LANE LINE PER DETAIL 39 ON CALTRANS REVISED STANDARD PLAN (RSP) A20D Q INSTALL 6" BROKEN WHITE THERMOPLASTIC BIKE LANE INTERSECTION LINE PER DETAIL 39A ON CALTRANS RSP A20D O INSTALL 6" DOUBLE YELLOW THERMOPLASTIC LINES PER DETAIL 22 �E�s1¢ra ON CALTRANS RSP A20A m o�' n N O INSTALL 8" WHITE THERMOPLASTIC CHANNEUZING LINE WITH „t rg~wo >W � J MARKER PER DETAIL 38 ON CALTRANS RSP A20D ax0 14 z +Q +'' R2-1(40,IX1511N0)) rn 0 3 O INSTALL 6" WHITE THERMOPLASTIC RIGHT EDGE LINE PER DETAIL zZ. R48-t(CA.PROPOSED) 2s N 278 ON CALTRANS RSP A208 O INSTALL 6" YELLOW THERMOPLASTIC LEFT EDGE LINE PER DETAIL II-- Q i. d o Q 1a a o 25 ON CALTRANS RSP A206 Nm(=.>M W� NJ NU CURB CURB Q INSTALL 12" WHITE THERMOPLASTIC LIMIT (STOP) LINE PER 1e 12 11 z CALTRANS RSP A24G a VARIES VARIES MIN O INSTALL 12" WHITE THERMOPLASTIC "BASIC" CROSSWALK LINES W n MIN _ _ _ O BIKE _ _ _ _ PER CALTRANS RSP A24F LU Z to _ T Z O INSTALL WHITE THERMOPLASTIC "LADDER" CROSSWALK LINES PER D ' 3 SEE SSHEEEr 9 NAL PO -11110- 1e 7 w LANE 4 J CALTRANS RSP A24F t0 INSTALL TYPE IV WHITE THERMOPLASTIC LEGEND ARROW PER CALTRANS RSP A24A LU 3 iv 'a 10 RIVERSIDE DRIVE �+ 'O a H f" 11 INSTALL WHITE THERMOPLASTIC LEGEND BIKE LANE ARROW PER g Q W 9 (LEM (LEFT) tB y5 10(LETp W CALTRANS RSP A24A " , --� 0 9+7p,91 10+18,68 f1DD Ill t2 INSTALL WHITE THERMOPLASTIC LEGEND "BIKE" AND "LANE" PER ' 2T _T C(� in 4 to t 10 10+00.00. 1e 3 O CALTRANS RSP A24D (315') - SIGNAL POLE. LANE 5 ------------------------ - -----16 --------^-----5 ------- -- ----------- tJ INSTALL "CURVED ROAD" SIGN W7-5 AT BIKE PATH 10 SEE SHEEf 9 * 5 W 1 + 1— -- (237) (RIGHT) 7 ----Il- - - + N t4 EXISTING TRAFFIC CONTROL SIGN TO REMAIN Q CURB (RCHO ---- ------ u ~ EX. EDGE EX. EDGE -- .�- 1s EXISTING TRAFFIC CONTROL SIGN TO BE RELOCATED m (n 4 N �, t6 INSTALL "ONEWAY" R6-1 SIGN PER CALIFORNIA MUTCD CURB 13 INSTALL WARNING SIGN R4-7 WITH OBJECT MARKER OM1-1. 12 11 �- - BELOW PER CALIFORNIA MUTCD REMOVE EXISTING STRIPING _ � a INSTALL "RIGHT LANE MUST TURN RIGHT" SIGN R3-7 PER z \ 11 12 / CALIFORNIA MUTCD - - - - — - - - - - - - - - 20 INSTALL 4" YELLOW THERMOPLASTIC LINES AND MARKERS FOR 1 \- - --�� "TWO-WAY LEFT TURN LANE" PER DETAIL 32 ON CALTRANS RSP c+ c� 25 ww c� c+ A208 ma o oa o SIGNAL SHELPo'r s i ��aw W vi w 2t INSTALL "KEEP RIGHT" R4-7c SIGN WITH OBJECT MARKER OM7-1 aof x z 0 +w 0 BELOW PER CALIFORNIA MUTCD o z2 INSTALL "MANDATORY MOVEMENT" R3-5 SIGN PER CALIFORNIA MUTCD tO z o n z n 25 •z z 23 INSTALL "NO LEFT TURN" R3-2 SIGN PER CALIFORNIA MUTCD Q U^ Q U' Q LI O N Q~ FW M F-W.- F W W f� V1mN <- LINCOLNAVE WE" moo c 24 NSTALL 12" WHITE THERMOPLASTIC LINES zs INSTALL NO U-TURN" R3-4 SIGN PER CALIFORNIA MUTCD ON 0 SIGNAL POLE. SEE SHEET 9 u O 20 +O 60 K CALTRANS PERMIT #08-18-N-MC-0280 o FEET MARK REVISIONS APPR, DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY LA LAGUNA RESORT RV PARK APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RaDFEssi6w 1861 W.REDLANDS BLVD SHEET 6 g STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE �o-`"oo+N N.DR ., IMINEEItlN6 REDLANDS,CALIFORNIA 92373 CITY OF LAKE ELSIN❑RE m y m �UR 1 P:(909)890-1z55 rc samul OURC F:(909)890-1255 STRIPING PLAN E. 11/05/2018 11/05/2018 E�q.3/31� * SCALE: BENCH MARK, RIVERSIDE DRIVE OF SHEETS REMON A. HABI6, RCE No. 83156 DATE JOHN M. BRUDIN DATE sl CIVtt. 1"= 20' WIDENING FILE No. INTERIM CITY ENGINEER REGISTERED CIVIL ENGINEER NO. 41836 fit``OF CA0 CITY OF LAKE ELSINORE EXPIRATION DATE: 3/31/20 DATES STA 1+38.34 TO STA 11+15 16007.001 w I z c-V c� RECEIVED N ^ tare w ,65o M o ta0•i o rnz4 NOnYc-7 AM10: +YJ MJW"� MYJ TWO GI$1(;IC18 O' 3N tJ Z z i o m PEfkIT CFFICE - oa dL�a� Qo4 <"a o� to 0m / I-nmU� �ijw Mt 11 12 v~iw a =a VARIES 1 j VARIES m 2 N 11 12 4 18 t8 1 r_______� 17 I SEE DETAIL 3 3 18 f0 I (RIGHT,FACING WEST] ON SHEEP 5 1 + 0.00 13+00.00 13+50.00 14+00.00 14+ ro zo + 15+10.00 IS+50.00 to 21 6 N 18 Lu Z 5 -———————J (RIGHT.FACING EASE) t o g J 18 W VARIES Z EDGE -- --- ------ VARIES J V 7 m -------U—� — W---- BN(E---- -----__ 24 /� / W — O= to gne�------ - -—- -—- 2 — tpW z ,/ _�-- -mow- -—--- ----- - 0 r w O O N (RIGHT) (�(� `raw0 \ \ 2g / / Kzci Q Zq w z F0 coWWO \ \ / NZZUN R' I zzw-, \ a W tnX W �m o Iq nwmza I LEGEND I iz 11 ------ EXISTING EDGE OF PAVEMENT \ / 12 11 CONSTRUCTION NOTES O INSTALL 6" WHITE THERMOPLASTIC BIKE LANE LINE PER DETAIL 39 ON CALTRANS REVISED STANDARD PLAN (RSP) A20D 01 ei O INSTALL 6' BROKEN WHITE THERMOPLASTIC BIKE LANE rn w o 0 INTERSECTION LINE PER DETAIL 39A ON CALTRANS RSP A20D O INSTALL 6" DOUBLE YELLOW THERMOPLASTIC LINES PER DETAIL 22 �Y MY 3 + ON CALTRANS RSP A20A N'OQa INSTALL 8" WHITE THERMOPLASTIC CHANNELIZING LINE WITH o m MARKER PER DETAIL 38 ON CALTRANS RSP A20D a w ct O INSTALL 6" WHITE THERMOPLASTIC RIGHT EDGE LINE PER DETAIL 278 ro O O N CALTRANS RSP A208 NSTALL 6"YELLOW THERMOPLASTIC LEFT EDGE LINE PER DETAIL w 25 ON CALTRANS RSP A208 I of of O INSTALL 12"WHITE THERMOPLASTIC LIMIT (STOP) LINE PER R ^-g J CALTRANS RSP A24G O INSTALL 12" WHITE THERMOPLASTIC "BASIC" CROSSWALK LINES w PER CALTRANS RSP A24F INSTALL WHITE THERMOPLASTIC "LADDER" CROSSWALK LINES PER m n CALTRANS RSP A24F \ 10 INSTALL TYPE IV WHITE THERMOPLASTIC LEGEND ARROW PER I< t CALTRANS RSP A24A 11 INSTALL WHITE THERMOPLASTIC LEGEND BIKE LANE ARROW PER CALTRANS RSP A24A " LU t2 INSTALL WHITE THERMOPLASTIC LEGEND "BIKE" AND "LANE" PER 1 CALTRANS RSP A24D as Z t1 tz o J T 13 INSTALL "CURVED ROAD" SIGN W1-5 AT BIKE PATH i 20 to EXISTING TRAFFIC CONTROL SIGN TO REMAIN o` a 18 is EXISTING TRAFFIC CONTROL SIGN TO BE RELOCATED v" W 16+00.00 16+50.00 17+00.00 17+50.00 z C� 18 5 17+61.66 iv 16 INSTALL "ONEWAY" R6-1 SIGN PER CALIFORNIA MUTCD 8 INSTALL WARNING SIGN R4-7 WITH 013IECT MARKER OMt-1 O�w }- BELOW PER CALFORNIA MUTCD Of= 12 11,. --- 1b REMOVE EXISTING STRIPING �~ _ O INSTALL "RIGHT LANE MUST TURN RIGHT" SIGN R3-7 PER _�-------- _ to a CALIFORNIA MUTCD ---encE- 20 INSTALL 4"YELLOW THERMOPLASTIC LINES AND MARKERS FOR ws to "TWO-WAY LEFT TURN LANE" PER DETAIL 32 ON CALTRANS RSP --- ----�` - -—- - A20B tpz 21 INSTALL "KEEP RIGHT" R4-7c SIGN WITH OBJECT MARKER OM1-1 m N BELOW PER CALIFORNIA MUTCD w n w O INSTALL "MANDATORY MOVEMENT" R3-5 SIGN PER CALIFORNIA MUTCD LL xz z a 23 INSTALL "NO LEFT TURN' R3-2 SIGN PER CALIFORNIA MUTCD it NSTALL 12" WHITE THERMOPLASTIC LINES Y Q zo +o eo g CALTRANS PERMIT #08-18-N-MC-0280 g FEET THESE PLAS HAVE BEEN REVIEWED FORMARK REVISIONS APPR, DATE APPROPRIATE CONDITIONS OF DEVELOPMENT DAND/ORCCITYITNDHE PREPARED BY oTESS/o LA LAGUNA RESORT RV PARK eR % 1861 W. ,CAUFDS BLVD CITY ❑F LAKE ELSIN❑RE sHEEr 7 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE °�a K gq,o�� � + REDLANDS,CPiJFORNIA 92373 ESOURM P:(909)890-1255 aT sanxr OUMKW F:(909)890-0995 STRIPING PLAN n E. /D/'jR 2p/ IKE10/25/2018 * F.w j/31/20 SCALE; BENCH MARK- RIVERSIDE DRIVE OF SHEETS RE ON A. HABIB. R No. 8.1 DATE JOHN M. BRUDINI DATE 1"= 20' M WIDENING FILE No. INTERIM CITY ENGINEER REGISTERED CL ENGINEER NO. 41836 sl�AF OF CAi11Oo-�e a CITY OF LAKE ELSINORE EXPIRATION DATE: 3/31/20 DATE, STA 11+15 TO STA 17+81.66 16007.001 RECEIVED BEGIN CURVE 9 27.14 RT, 9+29.90 _-"-"- 1276.50 TC, 1276.00 FL - 2l19RUY-1 AM I 1 v m TIE-IN CROSS GUTTER ---------- ----_ DISTRICT 8 x,,, zes3' RT, 9+42.52 PERMIT OFFICE m 5.0' - 1276.06 FL Ty N T v c n +D 1276.23 FL 25.63' RT, 9+76.36 h PROPOSED ' CROSSWALK 1 IDENTICAL SEE SHEET 6) 39.10 RT 9+60.48 POINTS 1276.67 TC, 1276.17 FL ' _--._ ---- - --" - - - ----- _-_-.. U TIE-IN CROSS GUTTER PROPOSED1276.53 19.56' RT, 10+38.52 END CURVE FL 14.79' RT, 10+58.68 ------ 1276.65 TC, 1277.15 FL ru 5, --�--------___ BIKEPATH 44.23' RT 9+56.81 , (SEE SHEET 3) 1276.72 FS 43.09' RT 9+64.31 I o 18.51' RT 10+40J0 "- --_ 44.86' RT 9+52.68 p. 54' 1276.20 TC, FL R) 1277.04 TC, 1276.54 FL CIL 1276.75 FS - _.-. _.__... -_.__ 0.48% ' I--4.17' 7.0' OPOSED, -----_. _. � 21,34' RT, 5 35 F9//// 0.48/.SHEET 1 6.16' � (SSHEET 6) 1276.40 FL 21.34' RT 10+31.12 7.41% =�o,�>= o 0 42.75' RT 9+66.55 22.23' RT, 10+11.19 r0 1276.52 TC, FL $ 4.75' 1276.19 FS cn 5.05' PROPOSED A A I 24.21' 7 10+31.12 I SIDEWALK ! ;�� a, osoX o .__"-.__ .._ 1276.58 TO, FL ........ m - .92' (SEE SHEET 3) �� 7.0' 2.30, 1276.22 TC, FL 6.23' 48.98' RT. 9+53.31 I- 3.0' 28.35' RT 10+26.48 1276.75 FS MIN 2.20% - 1277.12 TC, 1276.62 FL 6.12' 29.30' RT 10+25.58 f I o� 52.15' RT 9+7 25 1277.13 TC, 1276.63 FL y`I�-L o°o°o°°°o 1276.75 TC, 1 6.25 FL 0, 1276.59 FS 47.30' RT 9+64.35 33.29' RT 10+29.10 o°o 127fi.25 FS o 1277.17 FS �. 31.85' RT 10+31.12 48.35' RT T r: 9+57.43 1 34.44' RT 10+ 1.50 6.5 v 1277.10 FS 1276.74 FS 1276.71 TC, FL 0.5% PROPOSED ,. "h1' 4.17'`a 1277.11 RT,�1O+35.29 O CROSSWALK 2827 32.66' RT 10+33.22 [2.47% SEE SHEET 6) oo°oo 0 0.72X? 10� ' 5.40' _.�.o°°°o° 'v �X)........ ..i4.17'g} 1277.14 FS ( 34. RT. 10+18.13 ° I` 10' 1276 6y FS o00 4.1T off: 36.02' RT 10+35.29 °° 0.91X6J1'/,Bt 41277.14 F/So9.07' RT 10+18.73 I-3.50, 7.0'1276.70 TC, FL �'3.0' 77.20 FS 4- 6.98, �'y�\• 37.41' RT1210 29.72 q I �`PFFSOP0 O 1277.16 15' , I L76.73 FS 36.01' RT, 10+3 . 2 38.45 RT, 10+22.80 1277.16 FS J 45.51' RT 10+16.00 LpO. 36. RT, 10+33.84 N 1277.24 TC, 1276.74 FL I I.D CURVE N 0.71' Ri, 9+74.91 h276.49 TC, 1275.99 FL s BEGIN CURVE m 59.79' RT, 10+13.68 1277.32 TC, 1276.82 FL CURB RAMP RAMP DETAIL0LINCOLN AND RIVERSIDE DRIVE RIVERSIDE DRIVE RAMP DETAILS ARE NOT TO SCALE, SEE SHEET 3 SEE SHEET 9 FOR POLE LOCATIONS 9 FL rL LEGEND w rL 8 CROSS I CROSS _ __ _ PROPOSED TRUNCATED DOMES. o LANDING RAMP VARIES c� SPANDREL SPANDREL L.1 VARIES RAMP LANDING LANDING RAMP VARIES c.1 GUTTER GUTTER - SEE CALTRANS RSP A88A i 4.17' 7.0' TRUNCATED 0'-2.30' 0.5 9.80'-12.69' 7.13'-9.93' 0.5 0'-3.50' TRUNCATED 7.0' 4.17' 4.17' 7.0' TRUNCATED 0'-2.92' 0.5' 1.4G'-3.93' 5.0' s DOMES DOMES DOMES BUTTON, SEE SHEET 9 O OR O SIGNAL POLE/PEDESTRIAN PUSH SEE PLAN 3.0' 3.0' SEE PLAN 3.0' 7.41% 6.71% SEE PLAN 5 -� ---� 0.90% 0.5% - 1.0% 0,57 - 2,82% 0.91% ..--- -� 7.43% u r -� 1.15% 1,3%-2,5% 1.0%-2.5% 4' CDNC 5,5' AC 5.5' AC 4' CDNC 4' CDNC -� �'- a .5' AC 6' CL2 BASE 6' CL2 BASE `E 6' CL2 BASE c c , SECTION A-A:RAMP PROFILE SECTION B-B:RAMP PROFILE SECTION C-C:RAMP PROFILE SCALE:NTS SCALE:NTS SCALE:NTS i � 0 CALTRANS PERMIT #08-18-N-MC-0280 n MARK REVISIONS APPR, DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY, �i LA LAGUNA RESORT RV PARK APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND oQpOFE5S1pR�( `IN3INEE w 1861 W.REDL.ANDS BLVD CITY ❑F LAKE ELSIN❑RE SHEET 8 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE �. �a M BRvd „ REDLANDS,CAUFORNIA 92373 avnwN �i� F:(sosj es0-osss 890-1255 CURB RAMP DETAILS 9 10/25/2018 W Na 419M A SCALE 1 BENCH MARK- IF SH ETS E 012.7 -o * �V31/20 , RIVERSIDE DRIVE R ON A. HABIB, R No. 83156 DATIf JOHN M. 13RUDIN DATE si CIVIL 1"= 20' WIDENING FILE No. INTERIM CITY ENGINEER REGISTERED CML ENGINEER NO. 41836 'rF OF CAL" ' oCITY OF LAKE ELSINORE EXPIRATION DATE: 3/31/20 DATE- 16007.001 I 'RECEIVED O I 2elaov—� anoof POLE SCHEDULECONDUCTOR SCHEDULE POLE DATA POLE PLACEMENI MAST ARM LED SIGNAL MTG. PED.PUSH BTN RSNS REMARKS S :r 1 CISTf•;ICi E No. TYPE HEIGHT A B SIG.M.A. LUM.M.A,LUMINAIRE VEHICLE PED. PHASE 73 — ST RUNS PERMIT OFFICE AWG CIRCUITS Q Q Q Q Q Q Q Q Q® itv j OA 24-4-100 30' 6.7' 3' 35' 12' 165 SV-1-T 2-MAS SP-1-T - LINCOLN ST O2 3 CONDUCTOR CABLE PPB) 1 1 1 2 2 4 3 2 2 1 'Il I OB i-A 10'j l I TV-2-T 6 O 12 CONDUCTOR CABLE VEH 1 2 3 5 5 5 4 3 3 2 - - - - 2"C., 1-DLO 1 I I © 17-3-100 30' 13.2' 3' 15, 12' 165 SV-1-T MAS SP-1-T 6 HWY 74 DETECTOR LOOP CABLE DLC - 1 1 2 2 1 1 1 - - 1 1 I I OD 1-A 10' TV-2-T - SP-i-T 8 4 VIDEO CAMERA COAXIAL 1 1 2 2 2 2 1 1 1 - I I - O VIDEO CAMERA POWER 1 1 2 2 2 2 1 1 1 - I QE 19-3-80 30' - - 30' 12' 165 SV-1-TO 2-MASS SP-1-T - LINCOLN ST z 3 8 FLASHING BEACON - 2 2 2 - - 10 GROUND CUNDOCTOR 1 i 1 1 - - 1 1 1 - OF PPB 4.5' 16.5' 3' 8 4 10 LUMINAIRE 2 2 2 2 - - 2 2 2 - I I - - - - _ _ - - 20 OPTICOM CABLE 1 1 2 2 2 2 1 1 1 - I I © PPB 4.5' 21.3' 11.8' - - - - 2 1 2"C., 1-DLC j 1 1 - - - CONDUIT SIZE 4" 4" 4" 4" 4" 4"} 4" 4" 4" 4" I I OH 1-A 10' 15.6' 3' - - - TV-2-T - SP-1-T _ CONDUIT FILL 5.9$10.4X 14.SX 27.6X 20.6%22.OX 17.4X 13.3X 12.OX 7.1X 1 I _ I OI 1t-1 30' 16.2' 3' 15' 12' 165 SV-1-T MAS ST HWY 74 O2 ALL CONDUIT RUNS SHALL BE NEW UNLESS OTHERWISE NOTED. I I I - - - - ALL CONDUCTORS SHALL BE NEW. I I QJ 4.5' 19.2' 12.4' 2 1 EXISTING CONDUIT RUN TO BE REUSED 10' 17.6' 3' - - - TV-2-T - SP-1-T ALL EQUIPMENT SHALL BE NEW UNLESS NOTED. ALL EQUIPMENT TO BE REMOVED AND SALVAGED. EXISTING FOUNDATIONS TO BE REMOVED. EXISTING EQUIPMENT TO REMAIN. .a m 2"C., i-DLC I ■ REMOVE EXISTING EQUIPMENT AND INSTALL AS NOTED. 3yTI I I EX. 3"C I I I SEE PPB PLACEMENT DETAIL FOR QUADRANTS. 71 AB ) 1 2#8, 2#10, 1#171 OG i I 4 \ 2 _ lG 104I EX. 3"C, EX. 3#6 3 2"C 0 ,:.I, 0 I 1—DLC PPB PLACEMENT J 3 , / < 8P 7 1 2"C., 1-DLC DETAIL i.• / R3-4 a \ 115, TO CB OA / 08 V < 06P OD To �y NTS 06Pi 08 08�" .,,03, g 230' TO qB v R9-3 2"C., 1-DLC / �� W ----------------------- R9-3bP (RT) 9 06 zk:.A 08 ` _ W i � a _ .........................:.......... Q05`� _---;� C -------- ... ..._ _ CURB UNE B V IRS z eY 2 I 06 V 6J4U 6J U 6J2U // z CONNECT TO EXIST. EVP 3 _z B FLASHING BEACON [, 1080' FROM LIMB ® ® e R3-4 .J 05 FN (/ UNE 5 1U 1 01 R3_4yJ� 1 U 11U 19U o 213 RIVERSIDE DRIVEy�'j Rs 02-_H1 �- - __ --- -- -- SCR 212U ABA-r�l AB RS I RS BEGIN CURB V "1• / RETURN ------------ AB ; ............. ... . ........ ......... ....... ........ ____�---- --- _ - -- — - — ---- .......... ................................. _ 2� --�-- POLE PLACEMENT 2#6, 1#1oc� 2#81 1#1oc� 2#6, 1#1oc _ 01 E—EVP z ---- 04 DETAIL -- — 1-DLC -- - - 1-DLC 2#8, 1#10G, 1-DlC R9 3bP3 LT I I __.♦- --- NTS K 04 I ^�+ - ----- 02P 04 .. — I H ro a? - _ INE1 I o, e R3-4 — — --- - -- -- ^+ _ r SCALE: 1"=20' CONSTRUCTION NOTES li ® OINSTALL STATE CO OLLER WITH R2070-6D NISHED (PURCHASE AND CONTROLLER FROM STATE) MODEL ASSEMBLY sO FURNISH AND INSTALL 19" MOUNTED POWER STRIP SERIES WITH GPS DEVICE IN EXISTING 332 CABINED, ALL LOAD SWITCHES AND MULTI-STAGE RECEPTACLE PROTECTION, RATED 15A, 125 VOLT-6OHz ii SIGNAL CONTROLLER FURNISHED TO BE PAID FOR BY THE TYPE 3 SUPPRESSED VOLTAGE, 400V (LINE TO NEUTRAL), 500V (LINE CONTRACTOR. PROVIDE VIDEO IMAGE VEHICLE DETECTION SYSTEM TO GROUND), 400V (NEUTRAL TO GROUND) AT EXISTING 332 SIGNAL (VVDS) CAMERAS ON THE LUMINAIRE MAST ARM, TO DETECTED FRONT CABINET. PHASE DIAGSEQUENCEDY DEMAND NOTES: I 01 02 04 1. ALL PPB NEED AT LEAST 30"X48" LEVEL AREA AND MIDDLE LOOPS, AS PER DETAIL B ON SHEET RSP ES-7R. O FURNISH AND DELIVER TWO SIERRA WIRELESS AIRLINK GX440 MODEM O AND ITS COMPONENTS INCLUDING POWER SUPPLY AND EACH MODEM (1.59G OR LESS IN ALL DIRECTIONS). FURNISH AND INSTALL OPTICOM MODEL 722 OPTICAL DETECTOR ON WITH TWO ANTENNAS, TWO WEEKS BEFORE SIGNAL TURN-ON T0: TOP OF SIGNAL HEAD IN ACCORDANCE WITH CALTRANS STANDARD PLAN --� 2. THIS PLAN ACCURATE FOR ELECTRICAL WORK ® ES-4E MR. TONY SARMIENTO ONLY. II O REMOVE EXIST PED PUSH BUTTON AND REPLACE WITH NEW PER RIVERSIDE ELECTRICAL OPERATIONS, 02P II © CONTRACT 464 W. 4TH STREET 08 06P ALL PEDESTRIAN SIGNAL FACES SHALL UTILIZE 05 06 3. INSTALL ACCESSIBLE PEDESTRIAN SIGNAL (LIPS). li Os FURNISH AND INSTALL REMOTE ACCESS CARD WITH MULTI-DISPLAY SAN BERNARDINO, CA 92401-1400 LIGHT EMITTING DIODE SIGNAL AND COUNTDOWN PORT VIDEO DETECTION, 17" RACK MOUNTED LCD MONITOR DRAWER i / CABLING. THE WIRELESS MODEM AND ITS CONNECTORS SHALL BE FURNISHED BY � It MODULES. / THE CONTRACTOR OS FURNISH AND INSTALL SURGE PROTECTION PANEL WITH 7 AMP F j BREANERS INDIVIDUAL EXIST CI RCU332 SIG IT BREA AL CABINET, TERMINATE EACH CAMERA O INSTALL SIGN(S) ON SIGNAL AS INDICATED. CALTRANS PERMIT #08-18-N-MC-0280 BY- REVISIONS APPR, DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY. LA LAGUNA RESORT RV PARK APPROPRIATE CONDITIONS [IF DEVELOPMENT AND/OR CITY AND OEESSi STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE e4�eN w BQUN��f N6INEEWNG REDIANDS.CALIFORNIA� IA 92373 CITY ❑F LAKE ELSIN❑RE SHEET 9 / d m ,' I EMRM P:(909)890-1255 ,H--/}� z amum auwk W. F:(909)890-0995 TRAFFIC SIGNAL /'°"6' 11/05/2018 11/05/2018 No.4ta39 A MODIFICATION PLAN Em.3/31/20 SCALE: BENCH MARK, OF REMAN A. HABIB, RCE No. 83156 DATE JOHN M. BRUDIN s of cA RIVERSIDE DR. (SR-74) SHEETS INTERIM CITY ENGINEER REGISTERED CIVIL ENGINEER NO. 41836 DATE r4rE 01yt1 � 1"= 20' F AT LINCOLN ST FILE No. CITY OF LAKE ELSINORE EXPIRATION DATE: 3/31/20 DATE. 16007.001