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935rr_sgCITY OF FONTANA i TRAFFIC SIGNAL INSTALLATION AND ROADWAY WIDENING 4iDELPHIA AVENUE AND MULBERRY AVENUE/COUNTRY VILLAGE ROAX 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE COUNTY OF RIVERSIDE STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( "GREEN BOOK "). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK ", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER, 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT -OF -WAY WITHIN THE CITY LIMITS. CALL (909) 350 -7610. 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON- METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1- 800- 227 -2600 TWO WORKING DAYS BEFORE EXCAVATION. 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13 CURVE DATA REFERS TO THE FACE OF CURB. 14 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLANGRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. - 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY-ENGINEER. 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RE ULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUME TS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19 ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE- WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED, 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON - ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SE ER LATERAL. 25 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 26 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 27 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 28 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 29 ACTUAL THICKNESS OF A.C. PAVEMENT AND /OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 30 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 31 UPON COMPLETION OF CONSTRUCTION, . CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER, 32 CONTRACTOR SHALL RELOCATE AND /OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED B THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 33 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHAL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. D C7A DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG I YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION i DATE I INGR. I CITY APPROVED: CONSTRUCTION NOTES: PROTECT IN PUKE. Q REMOVE EXISTING PCC, AC, BASE, AND /OR SOIL. t� CONSTRUCT 10 FT CROSS CUTTER SPANDREL PER COUNTY OF RIVERSIDE STO. NO. 209. ® CONSTRLX:T 0.58 FT THICK ASPHALT CONCRETE OVER 0.50 FT THICK AGGREGATE BASE. 0 CONSTRUCT TYPE A -8 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO. 201. CONSTRUCT CURB RAMP PER COUNTY Ar RIVERSIDE STD. NO. 403, CASE PER PLAN 16 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN INCLUDING RETAINING CURB. 0 PER COUNTY OF RIVERSIDE STD NO 311 CASE B. CONSTRUCT 0.33 IT THICK P.C.C. SIDEWALK INSTALS 30 INCH RCP (1500 AS SHOWN. PER COUNTY OF RIVERSIDE STD. NO, , 401. CONSTRUCT MANHOLE N11 4 PER RIVERSIDE COUNTY ® GRADE ONLY. FLOOD CONTROL AND WATER CONSERVATION DISTRICT STANDARD Q ADJUST MANHOLE FRAME AND COVER TO GRADE. NOTE: DESCRIPTIONS OF EXISTING DRAINAGE FACKITIES WERE OBTAINED FROM BEST AVAILABLE RECORDS. PR TO CONSTRUCTION CONTRACTOR SHALL POTHOLE TO VERIFY HORIZONTAL AND VERTICAi. LOCATION. EN6WER SWILL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCY. 10 ADJUST WATER VALVE FRAME AND COVER TO GRADE BY OTHERS. (WATER CD.) 11 ADJUST GAS VALVE FRAME AND COVER TO GRADE BY OTHERS. (GAS CO.) 12 REMOVE EXISTING TREE. 13 RELOCATE BY OTHERS. _(GAS CO.) 14 RELOCATE EXISTING STREET LIGHT OR POWER POLE BY OTHERS (SCE). 15 CONSTRUCT CURB OPENING CATCH BASIN PER AWPA STD PLAN 300 -2 AND 308 -1 FOR SIDE CONNECTION. W, V. AND H PER PLAN. SIGNING & STRIPING CONSTRUCTION NOTES APPLY STRIPING DETAIL, STENCIL, OR PAVEMENT LEGEND, AS NOTED. PAINT UNLESS OTHERWISE NOTED. I �❑3 0 Fil ❑7 REMOVE CONFLICTING STRIPING AND MARKINGS. INSTALL SIGN & POST, AS SHOWN. APPLY 300mm (12 ") WHITE CROSSWALK LINE (THERMOPLASTIC). RELOCATE EXISTING SIGN AND POST. REMOVE EXISTING SNS AND RI SIGNS AND POST (BY CITY CREWS). REMOVE EXISTING SIGN AND POST AS NOTED. REMOVE EXISTING CURB RED, TOTAL LENGTH AS NOTED. TRAFFIC SIGNAL AND LIGHTING CONSTRUCTION NOTES 0 INSTALL CITY- FURNISHED TYPE 90 CONTROLLER ASSEMBLY (CONTROLLER EQUIPMENT PACKAGE) COMPLETE WITH TYPE "P" CABINET AND AUXILLIARY EQUIPMENT NECESSARY TO PROVIDE THE INTENDED OPERATION. CONNECT SIC PER TRAFFIC SIGNAL MANUFACTURER'S REQUIREMENTS. (SEE SPECIAL PROVISIONS) CONTROLLER CABINET AND FOUNDATION TO BE INSTALLED PER CITY STANDARD DRAWING 4004. �2 INSTALL CITY - FURNISHED TYPE II -BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANA AND EDISON REQUIREMENTS. (SEE SPECIAL PROVISIONS) n3 FURNISH AND INSTALL 78 (3 ") SCHEDULE 80 C. AND PULL ROPE PER SOUTHERN CALIFORNIA EDISON REQUIREMENTS. ® FURNISH AND INSTALL MODEL 711 UNI- DIRECTIONAL, SINGLE CHANNEL OPTICOM DETECTOR PER DETAIL "D THIS SHEET, AND AS DIRECTED BY THE ENGINEER (SEE SPECIAL PROVISIONS). n5 INSTALL IMAGE SENSOR UNIT PER CITY STANDARD 133 AND AS DIRECTED BY THE ENGINEER. © TRIM TREE AS DIRECTED BY THE ENGINEER TO PROVIDE LINE OF SIGHT FOR IMAGE SENSOR UNIT. EXISTING STREET LIGHT TO BE REMOVED BY SCE (SEE GENERAL NOTE 5). ® INSTALL SIGN ON TRAFFIC SIGNAL MAST ARM PER CALTRANS STANDARD DETAIL "U" PG ES -6T. SIGN AS NOTED ON PLAN. 0 INSTALL 53 (2 ")C. AND SIC. CONDUIT SHALL BE INSTALLED PER DETAIL "C ", THIS SHEET AND THE SPECIAL PROVISIONS. -- SHOULD CONSTRUCTION OF THE REQUIRED @RUTESS1rry, IMPROVEMENTS NOT COMMENCE WITHIN TWO ��® �'d cLVOE tt+rrx YEARS OF THE DATE OF APPROVAL SHOWN HEREON SWEET. AND CARRIED FORTH IN A DILIGENT MANNER, THE a No. zoo CITY ENGINEER MAY REQUIRE REVISIONS TO THE * EW. -31 -04 PLANS TO BRING THEM INTO CONFORMANCE WITH sl °"L DATE STANDARDS IN EFFECT. ' or CA0 17 18 DRAWING N0. MH 254. SS SEE SIGNING AND STRIPING PLAN. I Prepared, Under The Supervision Of : a I � W Q Q Q d $ a [` T o W U Slaver Ave Jurupa a Ave a Philadelphia Vicinity Mag (Not to Scale) 51JEET INDEX SHEET 1 TITLE SHEET SHEET 2 STREET IMPROVEMENT PLANS SHEET 3 DRAINAGE IMPROVEMENT PLANS SHEET 4 SIGNING AND STRIPING PLANS SHEET 5 TRAFFIC SIGNAL AND LIGHTING PLANS h];S 7 j , B VA J I AL, SCB �i Date ; 941-0-- CHECKED BY: CLYDE E. SWEET, JR. R.C.E. 26690 1 C,z 0, \ 12364 \3Q21 \2 CITY OF FONTANA, CALIFORNIA TI TL SHEET MULBERRY A6NUE /COUNTRY VILLAGE ROAD SC ' s ` AND DAZE: PHILAVELRHIA AVENUE 1 19 Z 7. 4 z _ 1 DRAWING NO.: 2930 z Q J Q IN cl- W �J Z Q, _J 0 �,S J 1 2 I ) ; v V ' Y, 9 2 SDMH'S ♦ f 1 CB 1 FH w ,�•�Ci � .' f F .rx Y �• nr v _ ,1 , 3s :eH COUNTRY VN LACE MULLBERRY A' _.. "'J* HILAD LPHIA 1 X. CROSS GUTTER 1 CITY _0F F,QNTANA X11+ 59'2223 w _; ` COUNTY OF RIVERSIDE z 3 2 4 _ SAWCUT LINE ,a rJOIN.IX. AC PAV N ., - _ EME nT o- PAVEMENT o C, r2 f E B c III 1 SAWCUT LINE /JOIN EX AC PVMT 0 5 10 20 30 40 84 84 B4 83 j7 , `'4..1% A/4 7 A k 1' I R" }1,' �g� "• � 71 �i .45$) 184 %) 'r, .m .•3 ,. A UT LINE I ; 2+- I U01I EXISTING I )4l (PAVEMENT t (9 RSX1 1 , Y' .75 %)Nk + , STA. 18 +40 - MATCHLINE SEE RIGHT CURVE TABLE - - - - RADIUS DELTA LENGTH TANGENT CHORD A 45.00' 2' 12" 70.98' 45.29' 63.85' B 35.00' a 5' 12" 54.93' 34.95' 49.46' EXISTING FINISHED OVER STREET CL ETY XGUTTER FL W W CONSTRUCTION NOTES (7 CONSTRUCT 0.33 FT THICK P.C.C. SIDEWALK Q PROTECT IN PLACE. PER COUNTY OF RIVERSIDE STD. NO. 401. Q 8 REMOVE EXISTING PCC, AC, BASE, AND/OR SOIL. GRADE ONLY. _ ® ADJUST MANHOLE FRAME AND COVER TO GRADE. �3 CONSTRUCT f0 FT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE STD. NO. 209. 10 ADJUST WATER VALVE FRAME AND COVER TO GRADE BY OTHERS. (WATER CO.) W �4 CONSTRUCT 0.58 FT THICK ASPHALT CONCRETE 11 ADJUST GAS VALVE FRAME AND COVER TO GRADE BY OTHERS. (GAS CO.) OVER 0.50 FT THICK AGGREGATE BASE. �5 CONSTRUCT TYPE A -8 CURB AND GUTTER PER 12 REMOVE EXISTING TREE tJ COUNTY OF RIVERSIDE STD. NO, 201. 13 RELOCATE BY OTHERS. (GAS CO.) 6� CONSTRUCT CURB RAMP PER COUNTY OF 14 RELOCATE EXISTING STREET LIGHT OR POWER POLE BY OTHERS (SCE). RIVERSIDE STD. NO. 403, CASE PER PLAN 2NN INCLUDING RETAINING CURB. SS SEE SIGNING AND STRIPING PLAN. 10 PP #235691 BE 1 cV 11 ' 3 22 4 2 SMH y e E & W `mow CB 1 1 I (D O p (D O O O o ; e ..;�,„ kn^^---- ._...^- ••••9^rt.(vJ". .!'3„y"Ct"""'^.' r -- �. ._ ., .. •... .^•• °•,,,�..°..•h,^•,t_,?^ :^; pY '...,.,,..k..a ............... _. .._ . , ».. , -. n. �a± i.. o'; i3: s- •^^^^•^- ,^•.._..- ...........,.. .,,.,,:•. o a 1 .. n+;=' .r - :r.: _... .... v - „...., ,n ,.$+ -.33 -- :.�• - . , r? -ter - - :.• t,:r•'€; Zx - - : .^ s - ��! - -: -- - - r' st - -;TL ,r[.,.3 -. , .7..i.. .W.._ "" � . .. , c-#,:•¢.•i�:3- -- __ .�k,-"3 -sue ,_.�.- - .� ». � `3tM."r?•ON -- .,®..,.,, ^'.,'1•ar• Y ..._ ty ....,... r� • s ^.t.,.. ea._ o - :�� r. �.,....:,�.u, - .� ..��. �' S 4.1.." •y . j•1 ¢ % s ,fi n. . `' d t 1-. n x nF al. • !7 E7' � d LIT LINE ii1I6>4 Y Y:h M N �p�t S�,k ° s 4 a�v1ti 61 J01 EXISTING XISTING AC PAVEMENT JOIN 2 1TY- - QF- fONTANA _ r: _ 14. _ v� .:, 4a : _ .- :, -- ___•` -_ 2�i•t -�. -. �•?-s. ° _ . .•r,� --- _ F"= 'r.._. �.E -`t$• z � -• � -. ran V - j y F ---- � - - ^•t' . c,.�_ -_ + C I D TY F �21V ER I 'L� 101.1 ` 4 �� � •fV D ✓ N �-T ,''3_ N t � r 1 ttk K sf ' 1 • � rn K 7 >, m � a l H � Y h x , x N as s A •a+ S < , t f Y �e 2Bx a`aex _ -- 1�zex _ . �x a.5s16 O.sax, _ . 3 -_._ D:4Dx a;4Dx. aAx .... T _ -- �.. :.�. «.:xr ® - -. _-- w ti r�r - - - - � - TEL. CD. �'� W �� Ee M 13 0_0 00 t-rn o r o t-a 1 to o zE �o 1 121 t.f T o w S x� c, ��_ m 0 4r .:i > o o o o - b , o pp Qco �pXl y`3 N � o� ve, C: o� O�c NF✓f3 Oco -q- QO00 �� NO <fF`'y Noo w� 1 I �,• v 1' . -� 1 1 Car I �r �''xl'= CC6 I TEL. CO. 13+ s Ir I� Ir w t� i tr W t� lo- I� 1 t t� trca- tl -nF.;S 't't - d/ a NIF0 �-t n to e u'tcn r n� a o N u m nni �� ow x C ASE A W �r t fir r i t +GV #Cy t + N $N fi f BCft 19 +41.12 6 2 14 t P a a w 5 r x "' `" 5 "' w o� 14 a 8 "' e 4 v ° v, '� a`b 5 " c`"o - 4 0 ,0 � 1 24" DIA 12 2 2 _ 2 1") 2 r 19 +25 - GB 65.00' RT "ENUE t 840.68 TC - 840.02 E0 SEE LEFT FL N ® '. STREET STA. 18 +40 - MATCHLINE RAY 12" DAL 12 Cdr I 41' i 7 77' N �� I ' 1 fi DIA. i 2 � �`� I '& k�O .�" a 12' w 28 65' - GB 65.00' RT W 1 ` �t•�5 %) r � o.G x� , 18 +25 - 5 O0' RT e 40 TC - 839.74 FL 3 --L i k , C R 1 9.66 TC - 8 .99 FL 5 PROPOSED #' s E 9AY T LINE & ( �- I 1 2 r 4 < w FINISHED 3Y GAS LINE 51GN i 3 I I JOIN EXISTING �� 5 2 E %(STING AC PAVEMENT SURFACE AC PAYEMENT ; j O r AND BASE t 4.58' AC °� � x 18+75 - 65. s � ' AS' � ,• P 1 D - t y l I PE PER P[,pN -- AL 0 RT ' / �� }'x 95 %) 2, ". 15�XQ 18 +� -BEGIN CdcG I '' --- °- - == =e = == __ - -®m t =ter. =- _ =_ -- - - --------- ~� 840.16 TC - 839.49 FL 9.41 TC - 83$.74 FL =_== "-- - __ - - °- - -- --- -- - --- -= tires= ___:_r = -_ =_ SS 5 -r. S I 1 r EOP EXISTING CURS &GUTTER - - 0.51T AB 1 EX. R/W EXISTING SIDEWALK SECTbN A -A EX. R/W 18 +50 - 65.00' RT TYPICAL $[CM FOR COUNTRY VILLAGE ROAD FL t , N.T.S. 839.91 TC - 839.24 l 11 +T5 - 50.00 RT Q 1 a 838.71 FS STREET � R W o ss PROPOSED FINISHED SURFACE OVER STREET CL W XGUTTER MULBERRY /COUNTRY VILLAGE FL C PHILADELPHIA AVENUE CL PROFILE CROSSING MULBERRY /COUNTRY VILLAGE SCALE: H: 1" = 10' V: 1" = 5' f t� M; _ P:; C/L I ' I I i W I 5 'r 0.4 %) i it I ilm z , , ItI( i6x '2 I Gt c W, I j r 10'30_ 10 60 100' 7 T c DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG - YOU DIG TOLL FREE 1- 800 -227 -2500 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV, I REVISION DESCRIPTION RLCORD PRAWINGZ z I I I 11 I DATE I ENGR. DATE APPROVED: r ult / 1 7f a Z . DIRECTOR OF TRANSPORTATION DATE I s 3 I7' SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREO AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. LEGEND: - - - - EX RIGHT OF WAY (R/W) N EX BACK OF WALK - - EX DRIVEWAY /RAMP - - - - X TOP OF CURB (TC) - -- - v -- -° EX EDGE OF PAVEMENT (EDP) t , f �'2•k1�0 EX TOE ,''� a . EX GAS LINE - 4 POfN�' PROP CURB yg� PROP GUTTER 1 EX. R/W & BLOCK WALL PROP BERM /DIKE t I E PROP FLOWLINE X FLOWLINE X. PP X MANHOLE € I I � - � 9 � L I � 8 I s 3 I7' SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREO AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. LEGEND: - - - - EX RIGHT OF WAY (R/W) --� EX BACK OF WALK - - EX DRIVEWAY /RAMP - - - - X TOP OF CURB (TC) - -- - X EDGE OF GUTTER /CONC -- -° EX EDGE OF PAVEMENT (EDP) - - -- EX TOE ® EX BLOCK WALL EX GAS LINE " EX WATER LINE PROP CURB PROP GUTTER PROP BERM /DIKE - - '- PROP FLOWLINE X FLOWLINE Sprd ?4 SS::!H �a ^� X MANHOLE EX FIRE HYDRANT PF EX GAS VALVE M EX WATER VAVLE -9- EXISTING POWER POLE (PP) Q EX TREE O EX STREET LAMP x � d7 ..... EX SURFACE ELEY h f+ _ r _ EX TC FL ELEY (842.12) EX ELEV (1.40x X SLOPE T.4_xx PROP SLOPE EX NATURAL GROUND SEE NOTE 4� 0 SEE NOTE SEE NOTE SEE NOTE Q PROP AC PROP BASE i R/W N Z a T ItJ .T v IV Iv e S E I � p $ ! W PROPOSED � FINISHED EXISTING AC PAVEMENT ( ¢ w SURFACE � AND BASE 1 "' 4 D o ry 1' MIN D ` 1 F __ 2xe 0.58' AC PER PLAN IT ...... ....._ `� W � ,._. _. - - - P � 0.50' AB EXISTING CURB & GUTTER GROUND _ EXISTING SIDEWALK SECTM 18-8 5 J TYPICAL SECTION FOR PFOLAOELPHR AVFMIE N.T.S. 2 0 BENCHMARK: R1 VER9/DE COUNTY M!L.41 -1 ELEV=841.262 (1N LIEU OF M.L.41 -1 -64) AT THE SMAMOT OF PHKADELPhM AVENME AND MULBERRY AVE 1 FT. NORIH OF A MARKER POST A BRASS DISK SET IN 111E TOP OF A CONCRETE POST MARKED M.L.41 -1 4: 12364 3021 \206s02.dwg %V ESS/py ' WILLDAN CITY OF FONTANA, CALIFORNIA OS A. Zg! 13191 Cross 91746 34y North, Suite 405 STREET IMPROVEMENT PLAN (562) 906 -6200 DRAM BY' AL MULBERRY AVENUE /COUNTRY VILLAGE ROAD S -20' Na. C060153 UNDER THE SUPERVISION OF: AND * EV, 03 -31 -04 * DESIGNED BY: - DATE SCB P �� 1 1 H D PHIA AVENUE OJ/14101 J/�Tf CIVIL 4 �� \� Date : I bir OZ CHECKED BY: OVER DRAVANG NO.: 2 DF CALIF CARLOS A. ANO R.C.E. NO. CO 60153 7a ZY•O 2930 5 C2 1 Y ENGINEER R.C.E. 51152 Q ZE �.1 Q) LO vl Q Z Q Qr V Q u 935-RR C) LQ ct Q —Z Q Z cl- 0 II cf) EMA U PROFILE SCALE HORIZ : "=20' .. ..... ... ...... ....... + �7 M. 12 zo --- IJ 1 0 � P�017 AN I ) Gun E Ft ONW UN -4- " 1 VERT: 1 =2' f WISHED SUI FAC R- 3: ---1 -0 S1 ER-1 ER-I E D- 2 Ica 0IC9M-J:RmAI All - - 1 -.- F 7 ) STORM D I ii I I I ! — — — — ....... ... 4+ 2� i .4 1 mi I I 3i t4 7 r -T -I —`_ - A f I I i_..._. �-- 1 I I ?— ! 3 -- — 'j_' 1 ---- .�. -- ° >1 7 � 0 gg 0 ........ ... ..... .. 1 1 .. ...... ..... ...... . . . . . . . . . . . ......... .......... . . . . . . .... ..... . . . . . . . . >-: 10 ;00, . . . . . . . ....... . . . 34 . . ...... ........... ........... ...... . . . . . . . . . . . . . . yy 1000 - A - .......... I,< ......... .... . ... . ...... . .. . ....... T F! JWp L � � _�_ 3 - ....._..' _. }._ -.._ 9 1 � � i I I 1 I �£ 1 � I I 7 i � 13 i £ ! J d j 3 i j . ...... .... - j CONST4 3 -_.:1 !— I i i F . . . . . . . . ..... . ........ �j 1 1 ]30� I RC p, 1,500-D 1 + __._... .._.._.� 4 : L ........ . . + tL ti I I I I I I I i I 7T 1 T --L 9+00 9+50 10+00 10+50 11+00 11+50 12+00 6 . 6 . r - EXIST. PVIVINT. PAVEMENT REPLACEMENT MULBERRY AVENUE CONSTRUCTION NOTES: EXIST. PIPE - --------------- 120' PROTECT IN PLACE. 60' 50, SEE NOTE BELOW*** REMDVE EXISTING PCC, AC, ME, AND/01? SOIL. �i I CB 13' 47 - 47' 13.' CONSTRUCT 0.58 Ft THICK ASPHALT CONCRETE 12" MIN. i'v OVER 0.50 Fr THICK AGGREGATE BASE. lit 6 !B = CB z: CONSTRUCT CURB OPENING CATCH BASIN PER RIVERSIDE flt z COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT STANDARD DRAWING a FI ot co NO. CB 100. 5 IAj 4" MIN. TEL. m 3 38 E O L I CONSTRUCT (;UTTER DEPRESSION FOR CURB OPENING CATCH 8' / !, I k WIN PER COUNTY OF RIVERSIDE SIT) NO 311 CASE B. " m EX 10 (AS N �,2� 22 E/O 1 1 1 1 I -D) AS SHOWN. t CONSTRUCT 30 INCH RCP (1500 P TR VO OVER& b CONSUCT MANHOLE PER RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT STANDARD 1 !D DRAWING NO. MH 254. TY PICAL TRENCH . .. . .......... ........ - 'C . . .... ........ 7 DETAJL -0 NOTE: DESCRIPTIONS OF EXISTING DRAINAGE FACILITIES WERE OBTAINED CO C 110M A& -0- 11 ONAERSENT&N MLVUFMIA AVE 10+U0 E " FROM BEST AVAILABLE RECORDS. PRIOR TO CONSTRUCTION CONTRACTOR N.T.S. T, EX_ TEL. 'R SHALL. POTHOLE TO VERIFY HORIZONTAL AND VERTICAL Or I ATION. CITT- OF ANA GN-,W,222r-iv- ---'CLTY- OF-EQNTANA ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCY. �FGNT PIPE BEDDING IN TRENCHES SHALL 13E COMPOSED OF SAND OR OTHER - - - - - - - - - - COUNTY OF RIVERSIDE RIVERSIDE COUNTY OF GRANULAR MATERIAL APPROVED BY THE E THE MAXIMUM ROCK SIZE FOR BEDDING SHALL BE 4" IN THE GRE NGINEER. ATEST DIMENSION. 0911KET COLLA 8E R, BACKFILL SHALL COMPACTED TO 90% RELATIVE COMPACTION EXISTING 148 kc� 4 W L E WHERE STORM DRAIN MAIN OR LATERAL, WATER MAIN OR SANITARY SEWER ----- --------------- MAIN CROSSING OCCURS, BACKFILL SMALL BE BY WATER DENSIFICATION E* 55M N.- — — — — — — — — -------- - RE CORD DRAWING ! C + L 18 b METHODS, HORIZONTAL DISTANCE EACH SIDE OF CROSSING FOR WATER JUN 1O N — N STFIUCTUVEI 1 r CONSTRUCTION NOTES: Tr T T T T T f If T DENSIFICATION, SHALL BE EQUAL TO THE VERTICAL DISTANCE BETWEEN A=80'. B-30% C"4741 THE CROSSING FACILITY AND THE STORM DRAIN. D1mD2=48" INVERT OF C.B. IS 1.25! LOWER THAN PROPOSED INVERT AT STA, 11+04M NEW LOCATION OF 30 RCP IS 16" SOUTH OF PROPOSED 30" RCP AT STA. 11 E ll + CIA CONCRETE COVER AT STA. 11+00.50 To Go S INTO C.B. I,\ 2 C3 N Da C.B. WIDTH IS 14' AS DIRECTED BY INSPECTOR U EX, 47W BLOCK z M � \�s I to I + zt w oo 1 + OCR 19+41.12 - CN L COUNTRY VILLAGE ROAD - Rt PHI ELPHIA 11 LAD ' i 15 (D (D HENCI-IMARK. WE W LOCANkTION or Repi S (% UT14 SO F 'FROF'oe�'mpp' -25 M 16 p RIVERSM COMY N LIEU OF M.1-41-1-64) N.L.41-1 ELEV--84L262 (I VENUE AVENUE AT THE SOUTHWEST CORNER OF PHflA0&LPH14 A AND MULBERRY A If I FT. NORTH OF A MARKER POST A BRASS SET hV THE TOP OF A CONOWT POST MARKED ML.41-1 0: 12364 \3021 \206sO3. dwg To R T REV, REVISION DESMIPTIDN DATE ENGR. CITY DATE C0 OF` UVIWI11111=1 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO W WILLDAN p• 13191 Crossroads Parkway North, Suite 405 CITY OF FONTANA CALIFORNIA , IZECDRA? P"WWC-7 DI-- vi7L APPROVED- DRAINAGE IMPROVEMENT PLAN I Mwwwimvwwwvwwi rivvvvvv"w m YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE , Industry, CA 91746-3497 (562) 908-6200 go. C060153 DRAW BY, AL MULBERRY Y A WNUE1COUN VILLA ROAD SCALE: DIAL 0 WORKING UNDER THE SUPERVISION OF: 03-31-04 AND DESIGNED BY; DATE. BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE * PHIL ILA A � ENUE YOU DIG YOU DIG rx PLANS TO BRING THEM INTO CONFORMANCE WITH 1p. VJVI N' Date : 711f /of, ScB nf� 0 31 1 41 01 CHECKED BY: A"=Y: DRANNG NO.: TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ' S" DIRECTOR OF TRWSPORTATION DATE STANDARDS IN EFFECT. OF ckL CARLOS A. Zti�ANO R.C. NO. C060153 2930 1� 4/ 5 CITY ENGINEER R.C.E. 51152 I I cz C) LQ ct Q —Z Q Z cl- 0 II cf) EMA U SIGNING & STRIPING GENERAL NOTES: 50 DET 29 1 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 2 [Ti 1 38' 36' SHALL CONFORM TO THESE PLANS AND SPECIAL PROVISIONS, THE CURRENT BARRICADES, DELINEA ORS OR OTHER TRAFFIC CONTROL AT ALL TIMES (SEE' 3 R26(S) STANDARD PLANS AND SPECIFICATIONS FOR THE CITY OF FONTANA, AND SPECIAL PROVISIONS). THE 1999 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA 8 CONTROL POINTS OR CAT - TRACKING" TO BE APPROVED BY THE ENGINEER DEPARTMENT OF TRANSPORTATION. 2 WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. 0, 2. PAVEMENT MARKINGS & LEGENDS SHALL CONFORM TO THE CITY OF FONTANA/ 9, CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 300mm (12 ") STRIPES COUNTY OF RIVERSIDE (JURISDICTION DEPENDENT) STANDARD STENCILS. PER CITY OF FONTANA STANDARD DETAIL 1006. I w 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE PAINT UNLESS OTHERWISE 10. FOR TRAFFIC SIGNAL MOUNTED SIGNS, SEE TRAFFIC SIGNAL PLANS, SHEET 5 a 8 , 3 NOTED. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT LEGENDS SHALL OF THIS PLAN SET. TYPE IV W11, R63 [IV 1 BE APPLIED IN TWO COATS. THERMOPLASTIC STRIPES AND THERMOPLASTIC 11. CONFLICTING STRIPING MARKINGS TO BE REMOVED BY METHOD DESCRIBED IN PAVEMENT LEGENDS SHALL BE ALKYD THERMOPLASTIC. (SEE SPECIAL SPECIAL PROVISIONS SEC11ON E. PROVISIONS) W 12. ALL EXISTING STRIPING REMOVED FOR CONSTRUCTION SHALL BE REPLACED IN 4. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE KIND. / I LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON 13 AS SHOWN ON PLANS, DETAIL 9 AND DETAIL 12 SKIP STRIPES SHALL END 4 1 [ET 2 A TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN AT INTERSECTIONS WITH 15m (50') OF SOLID STRIPE AND RAISED PAVEMENT MARKERS SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. " " R78 -2 5 PER DETAIL A SHOWN HEREON. nn 5. ALL PROPOSED OR RELOCATED SIGNS WITHIN THE CITY OF FONTANA R26(S) 3 I I 1 DE 9 = BOUNDARIES SHALL BE MOUNTED ON A GALVANIZED STEEL POST PER CITY OF FONTANA STANDARD DETAIL 139. FADED R26(S) 7 6. ALL PROPOSED OR RELOCATED SIGNS WITHIN THE COUNTY OF RIVERSIDE TYPE IV 1 BOUNDARIES SHALL BE INSTALLED ON 4" X 4" WOOD POSTS WITH ANCHOR [T] BLOCKS. $ (ZI 1 [IT Y ] PE VI (3) 5 3 R26(S) DET [ j 1 I T _ 3 W75 2 C3 'tJ� R18 -2 5 TYPE[ 1 JWM I T � E I V DET 38 1 [ ] � 12 v� 2 OAK LEAF WAY 3 R26(S) DET 22 1 R26(S) 3 TYPE VI 1 W v 11, R63 3 TYPE [ 50' M 1 80' 8 W75 3 ITION T] T] 263' TRANS z "" R26(S) 3 1 1 12' 19' 1 [ TY]PE IV w R7, SNS+ 12' — v' EX Rh a caa — °� — •^ �— — — — - � i4 EX. C&G �t - N �2 10' ` u — — — — — — — �® 4 — 120REVERSE CURVE 00 20+0m RY AVE M ,oraoE N — — — 25+CD - _ - - �_ - - - - -, _ _ if SBNM Lm w' „f90 "'120' REVERSE CURVE 1 iV 151)' - - 4 13 iv o T � _ EX. E.P. iv n 125 I I I _ N N — — — — — — — l C7 tt 4 go — A X x m � _c Ci EX R ° cu 2 PROP. O &G r rn >; Z- 9� C - - - - - - C. 400' TRANSITION - - � R/W - vim 100' TRANSITION N 7 W41 DET 38 6 1 50 ( z -M 1 1 DET 2 2 "SIGNAL" & "AHEAD" 1 DET 29 W41 3 2 R3(45) & POST 7 TYPE IV [1 DET 12 1 R18 -2 5 ` [T] 1 [T] o [T] [T] [ T] 14 1 15 (2 EA) . J 570' TO ( WALK COUNTRY VILLAGE ROAD 5 ' 1 _ z MULBERRY AVENUE I N � x E W n N N _ !Z 1 DET 22 IL C) JTYPE IVU 100mm D [T] 1 $ I 1 DET 38 WHITE STRIPE DIRECTION W [T] TYPE G I d MARKER n OF TRAVEL T, d LEGEND SIGNING & STRIPING CONSTRUCTION NOTES > m r� y 1 APPLY STRIPING DETAIL, STENCIL, OR PAVEMENT LEGEND, AS TYPE IV i 150mm 6" 15rn 49' ® EXISTING RED CURB ❑ ) { ) Zj NOTED. PAINT UNLESS OTHERWISE NOTED. [T} 1 I p„ ( TYP. a [T] THERMOPLASTIC w DETAIL "A" r ❑2 REMOVE CONFLICTING STRIPING AND MARKINGS. I of N.T.S. ® INSTALL SIGN & POST, AS SHOWN. ' s a) 0 ® APPLY 300mm (12 ") WHITE CROSSWALK LINE (THERMOPLASTIC). 18.3 v z ® RELOCATE EXISTING SIGN AND POST. I6 24' 20' F F d 30' 30 _ vs © REMOVE EXISTING SNS AND R1 SIGNS AND POST (BY CITY CREWS). SCALE. 1" =40' i ® REMOVE EXISTING SIN AND POST AS NOTED. I 2 40 20 0 40 80 120 m ® REMOVE EXISTING CUB RED, TOTAL LENGTH AS NOTED. ( VAR 20 JOIN EXISTING STRIPING y I 7 W17 & POST i PhiladelphiaMulberry- Striping.dwg REV ItMIN B MIPM DME ENCR. an DAZE COUNTY OF RIVERSIDE SHOULD CONSTRUCTION OF THE REQUIRED ESSr� Prepared Under The Supervision Of : C� OF FONT C�O� � ?� APPROVED: IMPROVEMENTS NOT COMMENCE WITHIN TWO �� eras awrn SIGNING & STRIPING PLAN �,�, YEARS OF THE DATE OF APPROVAL SHOWN HEREON ste" WAV F.lWWW M AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 2MO DRAYM Dl. AL WB&RY AVENUE10f WIRY tfUAGE ROAD DIAL TWO WO ] "_40 BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE 3 ° A AVENUE YOU DIG YOU DIG DAM AL 6/28/02 TML R / PLANS TO BRING THEM INTO CONFORMANCE WITH sf a "` �� Date : �vIl 91 . MECM V.. DY• 7 � B RAMIGAM! 4 A PUBLIC SERVICE BY UNDERGR�1D S 2 D SERVICE ALERT DIRECTOR OF 1RANSPORTATION p ' O Z, STANDARDS IN EFFECT. ' � CAUF rt vnc r curGCT _ia a r r �aaan _. _._._._ _ _ _ _ . �_ 2Q- d ; 10 CONDUCTOR TABLE L CIRCUIT OR RUNS L&a PED 3 4 5 fi 7 8 a HI 1 I LUM. AWG• POLE PHASE POLE AO OF STREET NAME SIGN SHALL POINT NORTH. VEHI(XE RED. MESSAGE A B w 1 -1 1 -1 1 -1 35' 15' 250 W POLES 6P E MAS SV -1 -T SP -1 -CS Mulberry Ave -- 10.3' 6.8' SEE NOTES BELOW B 1 -A 10 - - - B 8P S TV-1 -T SP -1 -CS - 9.4' 7.1' C 29A -5 -80 35' Ld POLE CJC 250 W B 8P l -f 1 -1 f -f Philadel hia St 4.2' 6.2 �SEE P bS D 1 -A 10 - - - B 2P W TV -2 -T SP -1 -CS - 4.2' 4 E U z POLE QD 20' 15' 1 -2 1 -2 1 -2 1 -2 MAS, SV- 1- T -1 -CS Country Villa a Rd-- 10.6 4.1 SEE NOTES BELOW 1 -A 10 - - - B 4P N N -1 -T SP -1 -CS - 11.9' 4.0' POLE �E 26A -4-80 1 -f 1 -1 1 -1 1 -1 1 -1 4P N 2 -MAS, SV -1 -T SP -1 -CS Philadel hia St 19.0 I 1 -A 10' - - - B 6P E TV -2 -T SP -1 -CS POLE (F 1 -1 1 -1 1 -1 1 -1 1 -1 1 -1 zz POLE QG 1 -1 1 -1 1 -1 f -1 1 -1 POLE �H 1 -2 1-2 1 -2 1 -2 TOTAL 1 -} 2 -2 3-4 4 -5 5 -6 1 5 -6 3 -4 3 -4 3 -4 2 -3 1 -1 10 1 LUMINAIRE 1 1 2 1 2 1 2 1 1 1 1 1 1 2 2 2 VOW CABLE I 1 } 1 1 2 1 2 1 1 2 1 1 2:1i 1 } VIDEO DET VIDEO SVC f } 2 2 1 11 2 1 } 1 1 } OPTICOM CABLE I } 2 1 2 1 2 1 1 2 1 2 1 1 f } CONDUIT SIZE 53 1 78 1 78 1 103 103 103 78 1 78 1 78 1 78 1 78 1 53 2° 37 3" 4" 4" 4" 3" 3" 3" 3" 3" 2° TACK COAT COMPLETE SURFACE BEING PAVED 1 EXISTING 0.10' MIN. AC NEW A.C. SURFACING 2 -SACK CONCRETE BACKFILL (CLSM) (INITIAL POUR TO BE FLUSH WITH SURROUNDING SURFACE) RIGID METAL CONDUIT(S) (INSTALLED WITH 18" MIN. COVER) DETAIL "B" N,T.S. HEADER CUT 0.03' LIP 1 TACK COAT ALL EDGES 53 (2 ")C., PULLROPE (FUTURE SIC) �T 0 r EX. C &G 0 L _ 0 M --- - -- - -- CI TY OF FONTANA COUNTY OF RIVERSI Q M EXISTING 0.10 MIN. AC SURFACING EX. C &G 2 -SACK "' CONCRETE BACKFILL (CLSM) EXISTING (INITIAL POUR TO BE FLUSH o CURB AND GUTTER WITy SURROUNDING SURFACE) N 53 ( RIGID METAL CONDUIT a (INSTALLED WITH V MIN. COVER) 0 N DETAIL "C" N.T.S. TRAFFIC SIGNAL AND LIGHTING GENERAL NOTES 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD a SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 1999) UNLESS OTHERWISE o NOTED. 2. LOCATIONS OF ALL UNDERGROUND UTILITITES ARE APPROXIMATE. THE CONTRACTOR SHALL n DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. W HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT (800) 227 - 2500, 48 HOURS BEFORE DIGGING. 3. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 53 (2 ") RIGID METAL EXCEPT AS SHOWN. ALL VEHICLE HEADS SHALL BE PER SPECIFICATIONS. a 4. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING NTH THE n SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. 5. EXISTING LIGHTING TO BE REMOVED SHALL REMAIN IN OPERATION UNTIL NEW LIGHTING IS OPERATIONAL, SEE SPECIAL PROVISIONS. rn 6. EXACT LOCATION OF EQUIPMENT SHALL BE APPROVED BY THE ENGINEER PRIOR TO FINAL PLACEMENT. 7. THE CONTRACTOR SHALL RELOCATE OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALK & AFFECTED BY CONSTRUCTION PER SPECIAL PROVISIONS AND TO THE SATISFACTION OF THE i ENGINEER. 8. ALL STREET - CROSSING CONDUITS THAT CANNOT BE BORED SHALL BE INSTALLED PER o DETAIL "B THIS SHEET AND THE SPECIAL PROVISIONS. 53 (2")C., R (FUTURE SIC) 4 .. G taa OPTICOM DETECTOR VIDEO IMAGE DETECTOR O O + + 00 I 1, � I w�l SPECI L NOTE: THE CON RACTOR SHALL NOTIFY SCE AT LEAST 2 YYORKIN DAYS PRIOR TO DRILLING FOUNDATION FOR POLE A PUBLIC SERVICE BY APPROVED: ! II 12.0' ( t , L s t, 0 v , , X [ w [ 38.0' 50.0' 1 o 7 Z OF TRANSPORTATION DATE EX. R/W & BLOCK WALL 53 (2 ° )C., INSTALL 53 (2 ")C., PL (FUTURE SIC) [�7 60' 59' 13' 47' 46' 13' e INSTALL TENON 9 +00 (FUTURE SIC) JOINT TRENCH 10.0' 4t it it i II ;o li ' F It II I it Q z z I` I iCo it , zl to it i U it 1 r it it i_0 t t it � ii o '-co It � it It „I l i 5 0 5 0 I N 4L i Slt 1 , ii r - TRENCHII 331 In POLE SCHEDULE L STANDARD MASTARMS LUMINAIRE PED PUSH BT.* SIGNAL MOUNTING S.N.S. PLACEMENT COMMENTS C TYPE HI SIG. I LUM. H.P.S.V. TYPE PHASE QUAD OF STREET NAME SIGN SHALL POINT NORTH. VEHI(XE RED. MESSAGE A B w A 26A -4 -80 35' 35' 15' 250 W B 6P E MAS SV -1 -T SP -1 -CS Mulberry Ave -- 10.3' 6.8' SEE NOTES BELOW B 1 -A 10 - - - B 8P S TV-1 -T SP -1 -CS - 9.4' 7.1' C 29A -5 -80 35' 50'A 15' 250 W B 8P S 2 -MAS, SV -1 -T SP -1 -CS Philadel hia St 4.2' 6.2 �SEE P bS D 1 -A 10 - - - B 2P W TV -2 -T SP -1 -CS - 4.2' 4 E 19A -4 80 35' 20' 15' 250 W B 2P W MAS, SV- 1- T -1 -CS Country Villa a Rd-- 10.6 4.1 SEE NOTES BELOW 1 -A 10 - - - B 4P N N -1 -T SP -1 -CS - 11.9' 4.0' R 26A -4-80 35' 40 15 250 W B 4P N 2 -MAS, SV -1 -T SP -1 -CS Philadel hia St 19.0 1 -A 10' - - - B 6P E TV -2 -T SP -1 -CS * TRAFFIC SIGNAL POLES AND EQUIPMENT SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 1992). NO II! i I L 0 POLE - MODIFY 35' MAST ARM BUTT PLATE TO FIT STANDARD SIMPLEX MOUNTING ON TYPE 26A POLE (ULTIMATE SIG MA =45'). rz m w 1ti T - ARROW ON EACH SIDE OF STREET NAME SIGN SHALL POINT NORTH. PHASE 7 q J w POLE© - SEE SPECIAL NOTE BELOW. ' POLE(j) - MODIFY 20' MAST ARM BUTT PLATE TO FIT STANDARD SIMPLEX MOUNTING ON TYPE 19A POLE (ULTIMATE SIG MA =30'). J - ARROW ON EACH SIDE OF STREET NAME SIGN SHALL POINT SOUTH. it Of v (n Z BARRIER Curb /Berm flow line "A„ w W or edge of shoulder II! i I L I 04 t 0 rn I I , , , f I ( Q I� f Jd I � a: °I z VAR O 11+00 55.0' 12.0' 67.0' SHOULD CONSfRUCtbO OF` 'HE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. PHASE 0 I I PHASE 1 PHASE 2 m w I 04 t 0 rn I I , , , f I ( Q I� f Jd I � a: °I z VAR O 11+00 55.0' 12.0' 67.0' SHOULD CONSfRUCtbO OF` 'HE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. PHASE DIAGRAM PHASE 1 PHASE 2 PHASE 3 PHASE 4 1ti T GTL� �- PHASE 5 PHASE 6 PHASE 7 PHASE 8 d DETAIL "D" MAST -ARM MOUNTING CLAMP FOR MODEL 711 OPTICAL DETECTOR EX. R/W 0 0 EX. o CITY OF FONT N M - G c _ 12 +00 COU OF RIVERSIDE q N O 0 M PROP. C &G - - T - - Ex. R/W AVENUE i o s OCR Lil Z I-.LJ C) J N CL z Q) J SCALE- 1 " =20' j 20 10 0 20 40 60 0 TRAFFIC SIGNAL AND LIGHTING CONSTRUCTION NOTES ❑j INSTALL CITY - FURNISHED TYPE 90 CONTROLLER ASSEMBLY (CONTROLLER EQUIPMENT PACKAGE) COMPLETE WITH TYPE "P" CABINET AND AUXILLIARY EQUIPMENT NECESSARY TO PROVIDE THE cl,,, INTENDED OPERATION. (SEE SPECIAL PROVISIONS) CONTROLLER CABINET AND FOUNDATION TO BE INSTALLED PER CITY STANDARD DRAWING 4004. �Lf INSTALL CITY - FURNISHED TYPE III -BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANA AND EDISON REQUIREMENTS. (SEE SPECIAL PROVISIONS) FURNISH AND INSTALL 78 (3 ") SCHEDULE 80 C. AND PULL ROPE PER SOUTHERN CALIFORNIA EDISON REQUIREMENTS. ® FURNISH AND INSTALL MODEL 711 UNI- DIRECTIONAL, SINGLE CHANNEL OPTICOM DETECTOR PER DETAIL "D ", THIS SHEET, AND AS DIRECTED BY THE ENGINEER (SEE SPECIAL PROVISIONS). �5 INSTALL IMAGE SENSOR UNIT PER CITY STANDARD 133 AND AS DIRECTED BY THE ENGINEER. © TRIM TREE AS DIRECTED BY THE ENGINEER TO PROVIDE LINE OF SIGHT FOR 08 VEH HEADS AND IMAGE SENSOR UNIT. EXISTING STREET LIGHT TO BE REMOVED BY SCE (SEE GENERAL NOTE 5). ® INSTALL SIGN ON TRAFFIC SIGNAL MAST ARM PER CALTRANS STANDARD DETAIL °U° PG ES -617. SIGN AS NOTED ON PLAN. F9 INSTALL 53 (2 ")C. AND SIC. CONDUIT SHALL BE INSTALLED PER DETAIL "C ", THIS SHEET AND THE SPECIAL PROVISIONS. SERVICE ADDRESS 12086 Mu/6errx Avenue S A 5 PhiladelphiaMulberry_Signal.dwg Prepared Under The Superhero Of : MY OF FOMANA, CALIFORNIA �QgOFESS,g1 TRAFFIC SIGNAL AND LIGHTING PLAN - CLYDE ELWYN 'jam - e SHEET, A. f Wu. T, A. � DRAM BY A� MULB&RY AVDNUEll.YWNY VILLAGE ROAD SMFI o' AND * DIP 3 -31 -04 * DESIM BY: DAZE t /1 AL PHILADELPyIA AVENUE 6 /za /oz Date : "J' 1I ­65 i BY CHEd Of CAL1EO�� OD AR BY: ' eL -�� DRAWN N0: 5 29 CLYDE E. SWEET, JR. R.C.E. 26690 EL ENGINEER R.C. 11 DATE: ` 'S