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HomeMy WebLinkAbout3689-1 1 ' "i) I /j'7 , ONLY ONLY I I R61 -19 OCE--D II v \ 10+00.00 EAST AVENUE J WJ Z \ \ =FOOTHILL BLVD. (SR-66) Q<_- IT \� \i\ ! II . } / �fh \ ' : ? ! II PROTECT IN PLACE I-1— \II \\ � � I i ( EXIST. POWER POLE ' �� � CITY OF RANCHO CUCAMONGA o APPLY "STOP AHEAD" \ I \ , 4 CITY LIMITS MARKING PER CALTRANS SEE DETAIL "A" 6� i . \ I = I i R1-1 R18-1 cQ o \ 1 \. R61-19 STD. DWG. NO. A24D .(:) + Z \ coco jST. A.C.\ I N ? ERM EXIST. R/W r EXIST. R/W EXIST. RJW cv "+' EXIST. A.C. BERM I\ 200' /' EXIST. A.C. BERM0ir `sI \ E ni 1 I \i\ k,^ . \ I Int '•: ,..._:____. --,,-) 0 fli) I GG' \ 160' `n - _ _ -_-- _ + ' -_- �_ _ �_.__ __._.__ - _ __ -._--_ -_ ' _._ < W z \ _ _��---BAY TAPER=1 15' 28 - _ # N �n io 5� ® -21 -,, . N Wir •#I 1 1! ',? \\ \`s_.- -- 1 I-tut) - !'' 1-4-x88 }o t 6t3 _ TCTS6 s s 1D-11-" 2 �' r. 22+06 Q. N T • I 6 y 00 1 1 30 W • - - i � i I I ' ' \' \ 180' -- , v Q3 __-- __ _ _ ____ __-:__ - __ ___ -- -_ _ _ _-_ _ ° N - c I ,1 Ii, \ ° r , 28 H I e 1 < . FUTURE 8" CURB & GUTTER PROP. STREET N ` ;_.. - _ PI YP 8" CURB AND GUTTER ® /�- EXIST. EDGE OF PAVEMENT /\ PROP. 8" CURB AND GUTTER PROP. 8" CURB AND GUTTER % in i\ 10' - I I 1 \ \ LIG (TY .) - r — • A ® �� \ 1, if ( \ ;. \ ------7— , - „45„ -�- ® r --- z RE APPLY4. - Oc"': I l \ ` PAVEMENT MARKING -� PROP SIDEWALK J Q I f �, _ .-- ®� �` � _ PROP. SIDEWALK _ _ PROP. SIDEWALK '/ Q 3 EXIS1� - - - - - -- ■ C7 I I I .// SEE DETAIL "A" REMOVE AND RELOCATE -�� R26(S) _ T „ - - _ - _ - - '- - �� 171) 1^ - All Z R26 SI ! �/ EXIST. POWER POLE PER R61 � \ O I I �' - _� - I- LIGHT (TVP. -f REMOVE AND RELOCATE i REMOVE AND RELOCATE w (2) ,i I ' REMOVE AND RELOCATE a WZ EXIST. POWER POLE PER ► \ EXIST. POWER POLE PER QTRACT SEE, ,,,„i, - - . hi: ,s, , j, i STREET IMPROVEMENT PLANS , /1 a th i \' AND EDISON DIRECTION Fp X/5 \ I I / EXIST. POWER POLE PER c 0 » " 1I FSj�,�q /iy� .-\ I STREET IMPROVEMENT PLANS STREET IMPROVEMENT PLANS STREET IMPROVEMENT PLANS o Q BOUNDARY 'n I DETAIL A I I $ / AND EDISON DIRECTION w AND EDISON DIRECTION \ AND EDISON DIRECTION ? �\ . I _ "' �/f� '4/� TRq%�'� AI -TRACT /� A R26 S) Q REMOVE AND RELOCATE r� O R 1-1 (n ( q 17`, I ( EXIST. POWER POLE PER ( UP) w ��\ i ;o I I I �No �,Q/A` A BOUNDARY \ `ROP. STREET STREET IMPROVEMENT PLANS I LIGHT (TYR) AND EDISON DIRECTION 20' 20' Z i. % i,_A , I°? -,, ked 1114 RF I CP I w ,,, 11 I c& <� ,,,, --....., \\ \\ �\Q� , , mwitI FC MARSHALL COURT c EAST VENUE W J 1-. < DIRECTION OF TRAVEL ® TYPE "G" 4" WHITE TYPE "G" _ MARKER STRIPE DIRECTION OF TRAVEL MARKER j N O I U) O in Ili 6" 49' 6" +I NP. TVP. c5 OH. �s » EEO I0 ,Z �� VIA VENETO DR N= _ - r _ -�- _ ---� DETAIL A �,sW - _`' CITY OF RANCHO CUCAM lGA ��`` - -- i NTS z0 >.< �� ct �r �- � CITY- tiMITS 0.x >1.c1 EXEDGE LINE Ct 0 EXIST. R/W )� \ - - "- - - - R1-1---\ I� - - - - - - - - - - _EXIST. RJW - IST. 4" N�Z- W N �� J - EXIST. A C' BERM y EXIST. R/W 1 ( EXIST. CURB & GUTTER �,�c� D + �i i N N') , m ,Ei W I liiiiiimmiEw 0 0 0, 5 � BAY TAPER=97' "' "' 0f J s+� "' -- — s J_ ___ -_--- .. - - 29+00 30+00 AIL �- 31+001 1 r .0 OPENING -: I N " I - I t - C .. -._. _ + -I - - - f I - I - 1 - -!- -! - - NO0- 1 -r- -W - i 0-r- \ 2N00.11'30 W 80' T 120 �,�j ___._ -_ — - - BAY TAPER=87'- -'� 150' \, 0 - � 0 -- 80' OPENING O \ \ EXIST. EDGE a �- ——�� o OF PAVEMENT I I ' PLOP. 8" CURB AND GUTTER0 A d ® ___- EXIST. 8" CURB AND GUTTER M - lD �� C) \- .- I ...u.- CO -� —� • PROP. SIDEWALK I - I-� ' I -- -��� - ��' -` ,,,...... O PROP. STREET R26(S `- �'- �.-�� - - - - - - - - . < REMOVE AND RELOCATE REMOVE AND RELOCATE --`,..``,,,, ., ________=________77-___m_ _, '•`' ' R1-1 �i ■ EXIST. POWER POLE PER LIGHT (TVP.) PROP. (2/W "° > > } , �? EXIST. "STOP AHEAD" LEGEND U- - EXIST. POWER POLE PER PROP. STREET J SEE DETAIL A �, STREET IMPROVEMENT PLANS � REMOVE AND RELOCATE ../.-\\ ','`` \,�f - S E_ TAI L A Ll1 R26(S) STREET IMPROVEMENT PLANS LIGHT (TYR) AND EDISON DIRECTION EXIST. POWER POLE PER - n _ _=n-- i EXIST. R/W EXIST. R/W D oW AND EDISON DIRECTION / / , -- STREET IMPROVEMENT PLANS \ N..s �' 414 AND EDISON DIRECTION TRACT BOUNDARY `• ` . r--------------- � AUGUSTA WAY z o +W \ w `�, \� / ,! \ \ �, -_ Q 00 c\I \ \ ., 3 /r it \'� z . C" 0 .. W o EAST AVENUE z SIGNING AND STRIPING GENERAL NOTES cD 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT CONSTRUCTION NOTES: --k"-- -- 2 DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION 12. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED, SHALL BE BY SANDBLASTING. SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC 13. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 r It REMOVE EXIST. 4" THICK SOLID WHITE LANE LINE & REAPLY 4" EDGESTRIPE 4' FROM A.C. BERM. RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. ON HIGHWAYS WITH RAISED MEDIANS. ® REMOVE EXIST. 4" THICK DASHED YELLOW LANE LINE 1 2. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS, DETAILS, DIMENSIONS, GRAPHIC SCALE AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST EDITION. 22 APPLY THERMOPLASTIC 4" BROKEN WHITE LANE LINE (RPMS) PER MUTCD (CAL SUPP) DETAIL 9 :-, 3. CONTACT TRAFFIC ENFINEERING PROJECT MANAGER AT (909) 350-7610 TWO WORKING DAY PRIOR TO REMOVAL 23 APPLY THERMOPLASTIC 4" TWO-WAY LEFT-TURN LANE LINE (RPMS) PER MUTCD (CAL SUPP) DETAIL 32 40 0 20 40 ao w OF TRAFFIC CONTROL DEVICES OR EQUIPMENT. STOP SIGNS SHALL ONLY BE REMOVED BY CITY PERSONNEL. 24MN M APPLY THERMOPLASTIC PAVEMENT MARKING WORD "STOP" AND 12" WHITE LIMIT LINE M MI Mil • . cn 4. ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE 2003 MANUAL ON UNIFORM TRAFFIC z CONTROL DEVICES (MUTCD) AND THE 2003 MUTCD CALIFORNIA SUPPLEMENT. 25 APPLY THERMOPLASTIC 8" WHITE LINE PER MUTCD (CAL SUPP) DETAIL 38 ( IN FEET ) 0_ 5. 2 WORKING DAYS NOTICE SHALL BE GIVEN TO THE CITY TRAFFIC ENGINEER (909) 350-7610 FOR APPROVAL OF CONTROL POINTS OR "CAT TRACKING' PRIOR TO APPLICATION OF PAVEMENT STRIPING. 26 APPLY THERMOPLASTIC TYPE IV (LF) ARROW THERMOPLASTIC PAVEMENT MARKING AS NOTED i inch = 40 ft. Lo 27 6. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON PLANS. APPLY THERMOPLASTIC 4" SOLID DOUBLE YELLOW LINE PER MUTCD (CAL SUPP) DETAIL 22 w 7. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE PLANS 28 APPLY THERMOPLASTIC 4" DOUBLE YELLOW LINE PER MUTCD (CAL SUPP) DETAIL 29 O PER CITY STANDARD DETAIL 139. ,---- - ix 8. STENCILS USED FOR PAVEMENT MARKINGS SHALL MATCH CITY OF FONTANA STANDARD STENCILS. •1' � �' ?4TH S 0 9. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE NOTICED. CITY 0 F RANCHO C U CAM 0 N GA A �'�'1! • 10. CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF THE 12" STRIPES UNLESS OTHERWISEa Lo SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 1006. d No.D(047265 1 1. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO / °C �J* I (F3' SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTODESK CAD FILES, TO THE CITY TRAFFIC ENGINEER. Approved By : �n•% DATE: ` ��'Z Gar *� `� 3 CITY ENGINEER TT�� RCE NO. �c/f 53 �,v CIVIL z REV. REVISION DESCRIPTION DATE ENG R. CITY DATE PREPARED FOR: BENCH MARK: PREPARED BY: CITY OF FONTANA, CALIFORNIA Q DIG ALERT SHOULD CONTSTRUCTION OF REQUIRED 10390 Commerce Center Dr., Ste. 200 IMPROVEMENTS NOT COMMENCE WITHIN AT THE NEC FOOTHILL BLVD. AND EAST AVE., 43 FEET 03F SS off T Rancho Cucamonga, California 91730 SIGNING AND STRIPING PLAN ��- TWO YEARS OF THE DATE OF APPROVAL NORTH OF CL FOOTHILL BLVD. 60 FELT EAST OF 2 DIAL TOLL FREE ;i '•• FIELDSTONE COMMUNITIES INC. y�N 4- F F� E Phone (909) 581-0676 ou �'. . SHOWN HEREON AND CARRIED FORTH INA EAST AVE., SET DRIVE PIN W/C.S. TAG IN APPROX. SCALE: AS SHOWN 1-800-227-2600 s FAX 909 581-0696 DRAWN BY: SC _ a 1 = CENTER TOP OF EAST WINGWALL FOR BRIDGE y ~ANO. C 047255`/ c ii`' � f Civil Engineers • Land Surveyors TRACT NO 16318 } DILIGENT MANNER, THE CITY ENGINEER MAY 2 ADA, SUITE 200 54-379 OVER ETIWANDA FLOOD CHANNEL. w m E.1�T1:1��I'l�lT AT LEAST TWO DAYS REQUIRE REVISIONS TO THE PLANS TO cc Exp. 12/31/05 A t • ob Number 655.0101 DESIGNED BY: JC EAST AVENUE 03/15/06' I ` IRVINE, CA 92618 # BEFORE YOU DIG _ BRING THEM INTO COMFORMANCE WITH - CHECKED BY: APPROVED BY: c. / DWG N0. "1 OF '� � 949 790-5400 s �� ,,/ UNDERGROUND SERVICE ALERT CONDITIONS AND STANDARDS IN AFFECT } ELEVATION: 1194.630 r4Tf F cAl. DRQ �l f C om:..Ji - 3 Q� /J� OF OAv.1F / OF SOUTHERN CALIFORNIA A 1 CORP 0f1,4•1^111�Et' 5P2Ik i SE :/� S‘gi e STEVE L ELLIS R.C.E.-47225 DATE `/ LJ CITY TRAFFIC EN�' ' EER- R.C.E 68819 3689 1