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O ST /O G/r//fT Nr1 �y o� 13 ti L Q703, ,� � o 15 MIN. 8" UC- 6 Lc n4no 14! • ACL G�.�/E,l/d/O.G�'>7��'G7�9T.�/.4� Al IGS `Joww/v .Of-*/le2 d!/ b a/ l'(NTER /N TA'AYEL'ED IViMON OF /ANE 1'7yfl Elcm io cogoe/.C/ET A'DU.I/AW71011 041140 CGno ,GENE-elr P AeAed W/elw"17 ,vim,p ,j�7-414 TO.4'!J.(/ S N S LEGEND DETAIL L 00A DETEC TORS IWAIL ,f F CEN1ERE0 /N THE MAYUZb PORTION Of THE LANES UVLE SS OT/VfR W/SE .S'NOl✓N. , OBTAIN APPROVAL fOR EXACT LO eA 71oNS' PR/OR 70 /NST,IL4A716N. w Q �i•C/.O,F1H/�/ Z W r NDUCTOR SCHEDULE TOR S LE 3 ,uvErP�x RUN NO. oR CNAANEL DE TE C TO R OPERA TION aav�r, i r r rce,.v��� itt7 rlGd!/ Q © © © � L� l I - N - 0 to CALL HOLD • w AWG. CIRCUIT 8 9 / / / / 4th ST CITY OF RANCHO w ,w��zyra�� ,l�OrAeJr,�A �nr.�ty0 Q)I - - 2 2 - 2 2 2 3 3 3 5 2 1 -/Y -Q5 Co SAMPL/NG • _» CUL--- A w l / -S -02 CALL HOLD • CITY OF ONTARIO w 7iArlk 02 - - - - 3 - 3 3 3 3 3 3 2 2 / - S -02 SAMPLING • O TEs•T/.tb A�FJ �!_.__J-- /t5✓-�COiG �rlf'✓ �nnur�xres�.c-�� 03 - - - - - 3 3 3 3 3 3 3 / I - w -08 �A[L HOLD > w ?E. ��tC//T A/GY/•C/T/.UG __TY/-7E'h' �.yOTI�ELECT.P/C �4 - - 3 3 - 3 3 3 3 3 3 3 2 I - w 0 B SAMPL/NG • a _C'L�,�11A GJ/.P�iy�Q/ S.��iy S 3 3 3 3 3 3 3 3 3 3 (o / / - 1 -04 CAL L //01,0 w �(O 3 3 3 3 - - - - - - 3 Co 4 Z /-E -0 4 SAMPL/NG • < G Sr 07 - - 3 3 2 - - - 2 2 2 5 5 / /-N -0 / NORMAL = R R FR (1-10 ) 09 - - - 3 - - - 3 3 3 3 0 2 2-N G�/(TvTURE) NORMAL '*/4 02P - - - - 2 - 2 2 2 2 2 2 b / / - 9-os NORMAL- 04P - - 2 2 - 2 2 2 2 2 2 4 2 2-9-05lFuTuRE) NORMAL !oP 2 2 2 2 - - - - - - 2 4 / /- k/-03 NORMAL 08P - - - 2 - - - 2 2 2 2 4 2 2-W03(10&RE) NORMAL /t5A'y�A�ER 0 2 PP$ - - - - 1 -,6 -07 NORMAL EAFfTYOG .�ET P19PPe 1 1 / r - / r 1 I 2 8 2 2 -,c 7(46TWt) NORMAL PROJECT LOCATION .oE.U. 0 to FPS - - I ! - - - - - - - I / 2 -/Y-O& NORMAL 08PPB - - - - - - - - r I r I 9 2 3-N-0(e(fU71/1PE) NORML PPD COMMON 1 1 ! I ! l l l r I I 2 J 2 -9-o2 NORMA[ SPARES 3 31 3 -31 31 3 3 3 3 3 3 l0 10 2 3 1-0 2(f!/TURI) NORMAL TOTAL 13 13 24 C9115 15 24 29 33 33 3t3 (07 / 2-W-08 /voRMAL �_ /C/�/T�i � - - - - - - - - - - - - 11 2 3-W-�B(fuTvRE) NOk/+IAL 2 2 2 - 2 2 2 2 2 - TEST �T / 2-E -o4 NORMAL #/D S/G. COMMON r I 1 1 I 1 ! I I 1 2 /2 2 3-4- (F41TURE) NbR 06 LUMINAIRE 2 2 2 I 2 1 2 2 1 2 2 2 2 - l 4-S-02(F417lfRE) DELAr .cep /3 2 4-f-01(flITORE) I DE LA Y -- *Co SERVICE �caur r r �w,c�-rQS/ 2 2 2 2 - - - - - - - 2 • S ySTEM SAMPLING - NO OUTPUT 710 PHASE TYPE 02 _ _ _ _ _ _ _ - 4 4 4 4 • INTEGRAL GILL HOLD CAPAS/L/TY CO-73/4 fie. ) -- -- �---�'` --T ---_--- ,���� m3 2 2 CITY OF RANCHO CUCAMONGA DLC* oQ - - - - - - 4 4 4 4 4 4 ctauc. rcav 05 - - - - - - - - - ZOAf/P 0(o 2 3 3 3 _ _ - - - _ _ 3 TRAFFIC SIGNAL PLAN O.4 -v /4 07 - - - - - - 2 2 2 2 2 2 rom-ro �6 '`�'`'�'�' � OToTAL 4- 5 5 10 - = Co , /O 12 12 2 HAVEN AVENUE AND 4th STREET �,P,vo cowD u/T S/z,e= 2 2 21/2" 3" 2' 2 2 ii 3' 3 3 3'' 2 3" �E INCLUDES FUTURE DLG �r9.C/9 1a GL'�C/l:�LE.P TO GENERAL INFORMATION AND DETAILS APPROVED 8Y sly DATE l �� �Ecr, c�.U�,�•Qi,P� r co,�r�x CI'CY ENGINEER R.C.E. Noz/8/ DESIGN r E'�-6ME,NL)t IJ DRAWN SHEET d. 8. 6 • 1 OFA_ CHECKED DRAWING N - - 7' l2' 48' I l00" 7' -All-06 . � n I I ' I I0 w1 I I I II i I I lI Il II 1 POLE SCHEDULE DIAGRAM 1u w POLE MAS( ARM LUMINAIRE PUSH BUf f0� SIGNAL MOUN(ING �A1L _Q funItz Too GROUP A GROUP 13 h i I II i v LOC, -I 1.S.N.9. Of sholeWhLK % II Q YPE IIT. SIG. LUM. HPSV PHASE QUAD. VEIi. PED. E B I C LL.6v.4TioN PS4 4 I I I 26A-5- 0 35' 50' 15' 400 W (b E WS,MAS, Sv-I-T SP-I-CS a A. sE P N pVERLe,P �------- -- ap I II I - — - - - I I I = II , I z ? 15 10' 15' 250 W q- S SV-2-Ulan 5P-1-CS s' 3' 28A-5-80 35' 55' 15' 400W 4 S MA`kMAS,ImS,SV-1-r 5P-1-CS sE PL.� z j v � 1 I bI I� u (4) 15 30' — 15' 250W 2 W SV-2-TA SR I-CIS -- — /' 3' — I I r a�anAve-2BA-5-80 35 50 15 400 W 2 � K S,WAs,►Y AV&y-I-UM 5R 1-C S S. �� N 1028. 97 I I �> 15 30 — 15 8 N SV-2-TA SP-1-CS sE P N /02e. 37 QS1 Q32 QS3 04 �' I ; ii j � Q 7 33 I9.(o' 15' — g I N SV-I-T, 5V-1 SP- 1=C5 — SEE PL AN 1029. 75 • �, I j I ii I 1 � 28A`5-80 ��� 50' 15' �D W (o I E— MAS,MA�Su-J-UM SP-I`c9 �« SE P� 1028.55 SS I I I I 9 I , - SV-2- M `3P S SE P444N 8 (`o PPB POST STD - - - - 8 I_N_ I rOVRLAP ----� II PP8 P ST T - - -- 8 I — - 3' r m �12S In 4z 7 4s 8 SCALE 1 -20' I � 5 BCR Ic a DIC 4th O , - I I �; I '1 1/p� ® ," C., I DIC 2 a m5 02 02 2107 -- - -- FUTueE CUiPB FACE 04P - 7 04,em I i 11 I 05 Z73-2 I I I 04 a 0/ ��.,X�„� �3 � �1 � 7 I I c” 11 3 0o N I 1 1 7 97. 3 04 °D ---- ---- ---- ---- ---- ----------- ----- -- ' -- 1 - - -- W IiIPT3-3 1 1 N 246 To SCR61 1 W ,°p 3b"X3b") 1 -- ------ _ -------- -----_____ MOP 10 t 00 h M i � I 1✓11-r 3 j M I ' 56X 3(0 1 � I I SCALE /'' =20' NI►MT NDSB 1 ' 94-2S75• fit 7 v�u.�w o , UJITR/F�G rtGN� ui �-oB.Ts )W-Pr n I n � to CON 77CvGT /kSf'HALTG� 7L J7/Its v ` PSR U77OF- WrARJO .STD• jlG. //Z INr NOSE 4 it DETAIL "A" SCALE: 1'-40' Rl 2 5 I p S a M41' rRAMSIMAI _ a DETAIL 89 S5:1 N 4 I M 7 M k 330' rRANSITIAV W 53:I HAVEN - 350'± M BCR I,/4l fUTURE CUA'B FACE BCR^ � ' 3 20' 20' (3�X 3�) 2 w , _—� Fii� (le) (6) 1-0 old(m7 (nr) _ — 1J ` DETAIL f 7 DETAIL I f N « ' S I h 7 Z DETAIL 31 „� =, DETAIL 5 — 6 — — — — _ _ — c ,4 --- T - - — — Yi fm=s se-ss�ar�sr z:=r_srsM-2 vrr—_ +.a — - - --- ------ ---- --- - - ----- -- iL -- --- - --- --- -- --- --- --- --- --- --- --- --- --- Ir50' --- ------------------- ------ ------------------------------------ --- -----5 E�r 000 !e'1 1r37 ( (q7 IJ' .,� 7 DETAIL ----- - -_ .. ri .r v r .v r _ �� � �� -,�- . 14 AVENUE I 4I � 1 fr v 20' 20' II �,I,, a s 'R l � 17 350'tro a4et 2 Fl/TU/ZE CUR& FACE 2 ECR = II 480' TO 8CR = �I 4 fvruA!E cv.te f,�cE V4/4 DETAIL 3J, Mox 5 II 1 II 1 CONSTRUCTION NOTES GENERAL NOTES I ElREMOVE CONFLICTING PAVEMENT MARKINGS BY 'WET SANDBLAST- '� '~ ING. 1 . ALL 'WORK SHALL COMPLY WITH THE STANDARD SPECIFICATIONS II ' FOR PUBLIC WORKS CONSTRUCTION, 1985 EDITION, WITH 1986 AND REMOVE EXISTING SIGN AND POST. 1987 SUPPLEMENTS. II II ElINSTALL SIGN AND POST AS INDICATED. 2. TRAFFIC SIGNS, STRIPES AND PAVEMENT MARKINGS PER CALTRANS LL I II = SIGN SPECIFICATIONS, TRAFFIC MANUAL AND STANDARD SPECIFI- II �4 PAINT WHITE ARROW OR LEGEND AS SHOWN. CATIONS, DATED JULY 1984, WITH 1985 AND 1986 SUPPLEMENTS. ' N _ �5 PAINT 4" WHITE LINE. 3. REFLECTORIZE ALL SIGNS, STRIPES AND PAVEMENT MARKINGS. _ N I PAINT 8" WHITE LINE. 4. USE TELESTAR SIGN POST #20F12 AS PER CALTRANS STD. S-42-15. P } INSTALL CALTRANS DETAIL AS INDICATED. S. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN A TRAFFIC CON- DESCRIPTION OF REVISION DATE CITY TROL PERMIT 48 HOURS PRIOR TO THE TIME OF CONSTRUCTION. , I a INSTALL TYPE' K' WI7I4 R-7 APPROVED. g, EXISTING EQUIPMENT NOT TO BE REUSED SHALL 8E SALVAGED AND �• � � � CITY OF RANCHO CUCA11MONGA DELIVERED TO THE CITY YARD. 't ; APPROVED: ! SIT CITY OF ONTARIO SIGNING AND STRIPING PLAN HAVEN AVENUE AND 4th STREET i E APPROVED BY. DATE: Z PLANS PREPARED BY: its I �0 W4j 3 QRpFESSIpCITY ENGINEER R.C.E. NO.ZCALL Is l s �s�X ) Roo,�,c� , WILLDAN ASSOCIATES DESIGN RECOMMENDED 12900 CROSSROADS PARKWAY SOUTH. SUITE 200 INDUSTRY, CA 91746.3499 V * �; 1}— * (213)695.055,1 DRAWN SHEET 1 y UN THE �fUPE A.E. 3 or 3 Of CA��F 7 �S L CHECKED R.C.E. NO DRAWING 0. TERRY ODRIOUE RCE 380 4 . A.c. DATE FILE NO