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HomeMy WebLinkAbout1738-S PM 15350 STRIPING AND SIGNING PLANS CONSTRUCTION NOTES ® PAINT DOUBLE YELLOW MEDIAN PER CITY STD. PLAN 133 ® INSTALL R26(S) SIGN ON PROPOSED STREET LIGHT POLE 6TH STREET ® INSTALL R18-2.1 SIGN ON CITY STD. 401A & 401B POST OR ON STREET LO Z �; LIGHT WHERE INDICATED 7 SEE SHEET 9 "O 'n �' 6 F5 _ I EXISTING TRAFFIC N w U c? I I I © PAINT TYPE IV(R) ARROW PER CALTRANS STD. PLAN A24A �- Z ►- 2 J ►- = 1111' I SIGNAL LIGHT = Z J = Z N w W Q Z J 14' 11' 12' 11' 12' 112' 11' VARIE� 0 0 0 'o v0 o Ir = Q T I I I I ® PAINT TYPE IV(L) ARROW PER CALTRANS STD. PLAN A24A 0_ a-Lu p_ w N w Q JY W- Z WJ aZ aW O U O O F- h J� U Z I �►- O wQ �►- O lWQ 0� O W `} * IQ O � W C7 I 1 I " o, o w Q JJ o o w o JJ N a to + J w + o + �� Z N I I I I I 3� PAINT 8 WHITE CHANNELIZING LINE PER CITY STD. PLAN 133 a W + O + a W + U N rr N W N o+ � `�' QW `' QL� ZX � Z U 3� PAINT 12" SOLID CROSS WALK LINE N a cn N a cn N Qw ,� I EXISTING STREET LIGHT W cn I RE—PAINT EXISTING STRIPING PER CITY STD. PLAN 133 INSTALL STREET NAME SIGN SET PER CITY STD. PLAN 401A & 4018 - -- — — - INSTALL E 40A RAISED PAVEMENT MARKERS PER CALTRANS STD + toPLANA20D �> 36 36 N ^ 45 3� INSTALL TYPE H (ONE WAY YELLOW REFLECTORIZED) RAISED PAVEMENT "REPAINTEX. L— 33 36 . . N MARKERS ALONG MEDIAN EDGE LINE PER CITY STD. PLAN 133 3i* ---------------- ------------------------- . FQ— -------------------------------------------- __------------------------ --------------- 36 3® INSTALL FLEXIBLE TYPE K MARKER (/� J 21+00 C L 22+00 24+00 30 �v 25+00 2 26+00 -• 27-00. W ca 23+00 — 30 --� — 4� INSTALL G7 SIGN C W 4� PAINT 4" SOLID WHITE LANE LINE PER CITY STD. PLAN 133 8 K REMOVE ALL 30 `� 28 CIL INTERSECTION _ CHM 0 ALLPAINT 7 CHEVRON STRIPING ^ STA. 26+60.90 MILLIKEIN AVE. _ ^ ® REPAINT EXISTING LEGEND Q ^ STA. 53+07.63 67-H ST)4EET - ------------------------------------- ^ x EXISTI SIGNALLIGHT 1RAFFIC V �A\ II REMOVAL NOTES W U 1 11 EXISTING TRAFFIC Z ? 1 11 SIGNAL LIGHT W z = I I I OK REMOVE EXISTING STRIPING BY WET SANDBLASTING f� W W W 5— a 1 m 1 ZJ I I I I k V) V) '` Q I w k I k Z W k O 'k 2 1 14' 11' 13' 1 112 12' 12' 11' 14' 1 w I w o =,o w � � � I I I 1 Ui -'s Z 6TH STREET a SEE SHEET 9 r� W Ln MILLIKEN A VE-_ - . f- uj2' (n Q z 5TH STREET Hrc scat£ Q Y 40 0 20 40 80 SEE SHEET 11 N N Q O � a N 9 2 2 N N 8 `t T'L' 7 ' = 40 O Q J W CO ►- F- O J� 00 -JOi �~ O O O J t6 �W ~ J WJ il a �� r0 +� Ln a0 c+o + + aOW JE- 40W T ^ Z dols -----------_ - -- ------_---------14--------30. _____________- -- _-- - - - - - _-------------------__---. __---_-_-----_- -_________ 0 _ I 11' 220' v + 160' 11O 160' ^ CN 3 REPAINT EX. 4" 13' 44 BROKEN WHITE LINE 34 '� Q —— ——————— —————————————————————————————————————————————————————————————— __----- —�3+00 14+00 12' 15+00 ��� 16+00 17+00 18+00 19+00 Q LLJ J 11' __ PM 15350 CONSTRUCTION NOTES: STRIPING AND SIGNING P PAINT DOUBLE YELLOW MEDIAN PER CITY STD. PLAN 133 ® PAINT 8" BROKEN WHITE LINE PER CALTRAN STD. PLAN A20C, DETAIL 37B ® PAINT TYPE 1 (10) ARROW PER CALTRANS STD. PLAN A24A ® INSTALL R26(S) SIGN ON PROPOSED STREET LIGHT POLE ® INSTALL R18-2.1 SIGN ON CITY STD. 401A & 401B POST OR ON STREET LIGHT WHERE INDICATED PAINT TYPE IV(R) ARROW PER CALTRANS STD. PLAN A24A ® PAINT TYPE IV(L) ARROW PER CALTRANS STD. PLAN A24A ® PAINT 4" WIDE SKIP WHITE LANE LINE PER CITY STD. PLAN 133 PAINT 8" WHITE CHANNELIZING LINE PER CITY STD. PLAN 133 INSTALL R10 (RT) SIGN PAINT 12" SOLID CROSS WALK LINE INSTALL STREET NAME SIGN SET PER CITY STD. PLAN 401A & 401BGRAPHIC SCALE 40 0 20 40 80 PAINT LEGEND (SIGNAL AHEAD) WITHIN LANE LINES 40' INSTALL FLEXIBLE TYPE K MARKER INSTALL G7 SIGN 4t�4 PAINT 4" SOLID WHITE LINE PER CITY STD. PLAN 133 0 INSTALL W41 SIGN INSTALL W74 SIGN INSTALL W75 SIGN a�z I I I I LnZW I o� I I I 1 REMOVAL NOTES W -- W I MILLIKEN A INUE OK REMOVE EXISTING STRIPING BY WET SANDBLASTING o Q�Q °i 11 SEE SHEE 18 I� o in IY cn Qzcno . M . I jf J l7cif > co J 0 cni W?0 3 � pQ 2 X f- I 114- 11' 11' 12' 11' 2'1 113 11' 14'1i DO FQ- a W MJF' O Q O QY 1= J W V) 1 1 1 1 11 + z z �-Luc0 I J 1 1 I I 't Z o W z o ,n z ,N z (= Q I I I I I EXISTING TRAFFIC Q m Q~ k I I I SIGNAL 'LIGHT EXISTING TRAFFIC REMOVE ALL EX31 . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — � CHEVRON STRIPING SIGNAL LIGHT ----------------------------------------------------------------- ————————————— ------------------- —4------------4— -------- ------ ------ - --- 100' ; --- ---------- ----- - — — — — — — — — — — — — — 18' VARIES 133' 30 1'--- 12' 345' 5 _711 - -—————————————————— ----------------- - - - - + - - - - + _ 2 ; 30 28 w 12' 45+00 46+00 47+00 — - - - _ - - -— - -- - -- - -- --- - - - - -------------------------------------- 48+00 49+00 ---+ 12 3 30 0' 14" 29 14. � ip, T 8 — - — — — — — .' . . . . . N 14' 3 30 300' 28 J 1 PROP. CIL 28 ' S3+DD 550' 29 ---------------- 12' 11 24' 30 38 I 29�320' 33 170' 100' 44 2 J1" 11" 100' ` 2�7 14' 200' 14' 3 200' 11' 30 44 7 14' — .------------------ — — — — — — — —— — — — — — — Q. Z STOP V) ` \ Q J z EXISTING TRAFFIC 00 C7 ~ Z _ SIGNAL LIGHT ul w o � coo N W 1 I EXISTING TRAFFIC + o Z + cv W uj Z f- _ U I I I SIGNAL LIGHT `* 2 oQ�Q w � (n �v o W W � ° 11 a Q o' 00 o d 5 3 W i s V) = 1 I I � J 1- + O V1 In J in J 06 O W 3 3 p N N J11' I I I Q ~ to cc ap Q N Q oo a W W N W 6 i c� 0 15' l i' 12' 11121 11' 12' 11' 11' 14' 11 I Z o o`O �r o Z + ; + ; + o s o f N o � vW, oo Q o W a FAIRWAY VIEW PLACE Q + + o ui O x Q = MILLIKEN AVENUE W �04� SEE SHEET 10 n Q °�° ? W `-' SEE SHEET 8 C7 Z Cj D' ap V) np u7 N (n Z Q OmQp Q `Za et N z 'o w Co- RE 6 H ST T N0. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA PM 15350 STRIPING AND SIGNING PLANS 6 TH S TREE T STA. 44+ 00 TO 56+ 00 Approved By DATE: 00 CITY ENGINEER v a6o1�l RCE NO. 24953 O QRpF ESS/0 DESIGNED BY: RECOMMENDED: P.syF JAJ -AEI•CASC- �4� ao g/" m DRAWN BY.- � N Gni I N E V-7� ■ ffV C� SHEE7 � NO. 54609 :;0 -- - EXP. 12/31/03 OS 937 SOUTH VIA LATA 9 OF 14 1-q'0 SUITE 500 slur CIVL CHECKED BY COLTON, CA 92324 DRAWING NO. £OF CAIS PH. (909) 783-0101 FAX (909) 783-0108 0:\54210\street\striping\ 5421 Ostripe_shtg.dwg 05/08/00 10:53 PM 15350 STRIPING AND SIGNING PLANS 3 7 5 4 CONSTRUCTION NOTES 5 7+50 0 ® INSTALL R26(S) SIGN ON PROPOSED STREET LIGHT POLE PROPOSED STREET LIGHT + 4� INSTALL Rl SIGN ON CITY STD. 401A AND 4018 POST 5 2+70 5 5+10 3 4� PAINT 4" SKIP YELLOW CENTERLINE PER CITY STD. PLAN 133 PROPOSED PROPOSED Q STREET LIGHT STREET LIGHT 0 PAINT LIMIT LINE AND "STOP" LEGEND PER CALTRANS STD. PLAN A24D F-- V) w --� W m 4� PAINT DOUBLE YELLOW CENTERLINE PER CITY STD. PLAN 133 Z W -- --- __ 7+00 — ® �F!/NT 4"54G/D wf//TE G A.�/E G/ivE PER C17 STD. PGA / /33 - - - _V) N 1+00 3+00 N 4+00 42 5+00 6+00 100' `t N N 46 1+57.853 6+30 PROPOSED PROPOSED PROPOSED 25 STREET LIGHT STREET LIGHT STREET LIGHT 7 9 8 5 THS EET SEE SHEET 11 , FAIRWAY VIEW PLACE 7 GRAPHIC SCALE 6TH STREET 40 0 20 40 so SEE SHEET 9 = 40' I - II I I I I I 12+30 13+30 5 PROPOSED 5 PROPOSED �I STREET LIGHT STREET LIGHT I I I I II I I I 5 9+90 PROPOSED 2 STREET LIGHT --- - - - - .! 12+00 13+00 100' I I 11+00 °' - 14II00 (D46 ® m I I 10+00 � � I I (n= 9+00 41 13+44.69 1 fTl Z 11+10 INSTALL R1 SIGN i I I m PROPOSED 5 I1 I I I I FAIRWAY VIEW PLACE 14+45.15 C/L INT = D STREET LIGHT 11 I Q) (n T I I I I I I 6TH STREET 47+77.63 D� II iI I I I I I( „ 3ow—,tM� UN /o-Zld3Ork pp-c- 2003-0090 la-f "'8+70 5 1 1 NO. DESCRIPTION OF REVISION DATE PROPOSED PRO VED OSTREET LIGHT 6 I III 0 oFESS1oh,., CITY OF RANCHO CUCAMONGA 6TH STREET Q� V,. vrNj SEE SHEET 9 oU2� PM 15350 G m ty54 03 STRIPING AND SIGNING PLANS 7 FAIRWAY VIEW PLACE * / FAIRWAY VIEW PLACE srq F \P��`% STA. 1 + 00 TO 14+ 00 FESS/() Q� M�TCN � Approved By DATE: O h @ ( G1 CITY ENGINEER r✓ RCE NO. 24953 'DRV Rpf ESS/0 m DESIGNED BY: RECOMMENDED: c s N°a� & r 15 ����0"RAP SyF'�( JAJ - 0CASC=EV, 12-31-T z —AEI `" rmn DRAWN BY.- EV■ est I N E E R 5 N C� SHEET _ w VVV��'�"0. 54609 — - - -- ---- V1 EXP 12/31/03 * OS 937 SOUTH VIA LATA 10 OF 14 CA1-)F -r-S-00 SUITE 500 sT'rFOF CA��� CHECKED BY: COLTON, CA 92324 DRAWING NO. PH. (909) 783-0101 FAX (909) 783-0108 17,39-5 0:\54210\street\striping\ 54210stripe_sht1O.dwg 06/06/00 12:15 PM 15350 STRIPING AND SIGNING PLANS CONSTRUCTION NOTES- ® INSTALL R26(S) SIGN ON PROPOSED STREET LIGHT POLE 4� INSTALL R1 SIGN ON CITY STD. 401A AND 4018 POST 4� PAINT 4" SKIP YELLOW CENTERLINE PER CITY STD. PLAN 133 ® PAINT LIMIT LINE AND "STOP" LEGEND PER CALTRANS STD. PLAN A24D 4� PAINT DOUBLE YELLOW CENTERLINE PER CITY STD. PLAN 133 GRAPHIC SCALE 40 0 20 40 80 = 40' FAIRWAY VIEW PLACE MILLIKEN AVENUE SEE SHEET 10 SEE SHEET 8 II i � it II I I II 92+20 sll I I II I 5 4+547.38 PROPOSED PROPOSED LIGHT STREET LIGHT HT 42 2+00 3+00 4+00 c (IIIIIIIIII1II 5+00 I 1IIIII141 1+00 100' l18' 100' I1\ \� TII � I I I I I n ' & +3 41 4+55 1 I I I PROPOSED INSTALL R1 SIGN STREET LIGHT I 1 I 5TH STREET 5+33.01 C/L INT. _ (+ I I ' 1 I I MILLKEN AVENUE 13+27.59 1+20 I II I 11 P op R SED 25 I I I I I I STRE ET LIGHT I II I i I, MILLIKEN AVENUE EE, T 15T,- p---I- STR NO. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA PM 15350 STRIPING AND SIGNING PLANS 5TH STREET STA. 1 + 00 TO 5+ 00 Approved By : / DATE: o CITY ENGINEER RCE N0. 24953 oQ '0 ? VES DESIGNED BY: RECOMMENDED: OPR�P.Syf� -AEI*�SC JAJ `f N0. 54609 m DRAWN BY: E N Q ■ N E E R ■ N C� SHEET � � —--- — EXP. 12/31/03 * OS 937 SOUTH VIA LATA '�1 OF 14 ��c SUITE 500 J}4 F Ck CHECKED BY: COLTON, CA 92324 DRAWING NO. PH. (909) 783-0101 FAX (909) 783-0108 1-739— Q:\542 1 D\street\striping\ —739—Q:\54210\street\striping\ 54210stripe_sht11 dwg 06/06/00 12:15 INSTALL 2" C. W/PULLROPE. i J I c� c� V- N- C 0 N D U C T 0 R tCONDUCTOR SCHEDULE EXISTING DETECTOR SCHEDULE 3 3 3 3 �' W POLE SCHEDULE N N LOOP/ DET SENSOR CHANNEL LOOP DET. AB n N ! L-Li STANDARD ARMS LUMINAIRE PED PUSH BT. SIGNAL MOUNTING I.I.S.N.S. PLACEMENT AWG CIRCUIT 1 ® SENSOR CHAMN� INPUT DETECTORTYPE INPUT DETECTOR TYPE C TYPE HT. SIG. LUPI. H.P.S.V. TYPE PHASE QUAD VEHICLE PED. MESSAGE B E C I I 1 01 3 3 3 3 3 3 3 6 6 1 1 3 3 1-S-02 S 10 1 17115 3-W--04 S 1 1 29-5-80 30 55, 15, 200 W B 4 N 3-MAS SV-1-UM SP-1-CS 6th & - E E 02 - - - - 3 3 3 6 6 2 414 2-S-02 S 2 18.116 5-W-04 Q " INSTALL 2" C. 3-DLC. 2 15 30' - 15' 200 W B 6 E SV-2-TAN SP-1-CS - E - E 03 - 3 3 3 - - - 3 3 2 1 1 1 3-S-02 S 11 1 23 21 1-W-01 S CC 2 I �— 3 29-5-80 30' 55' 15' 200 W B 6 E 3-MAS SV-1-UM SP-1-CS Milliken dpi - E E 04 - 3 3 3 - 3 3 6 6 2 2 2 5-S-02 Q 2 24119 2-W-07 S 4 15 30' - 15' 200 W B 8 S SV-2-UM SP-1-CS - E - E 05 - - - 3 - - - 3 3 3 1 7 7 1-S-05 S 12 1 21 19 4-W-07 S 5 29-5-80 30' 55' 15' 200 W B 8 S 3-MAS SV-1-UM SP-1-CS 6th & - E E 06 3 3 3 3 - - - 3 3 2 8 5 2-S-05 S 2 22120 4-W--04 Q I 6 15 30' - 15' 200 W B 2 W SV-2-UM SP-1-CS - E' - E I f 07 - - - - - 3 3 3 3 4 1 515 4-S-05 S I 13 1 127124 I-E-08 S 7 29-5-80 1 30 1 55 15, 200 W B 2 W 3-MAS SV-1-T N SP-1-CS I Milliken A, I - E E 08 - - 3 3 - - 3 6 6 2 6 6 4-S-02 Q 1 2 28125 2-E-08 S 8 15 1 30' 1 - 1 15' 200 W B 4 N SV-2-UM I SP-1-CS I (E) - E •02+3 - - - - 2 2 2 4 4 1 1 11/10 1-N-06 S 1 25122 3-E-08 S r\ r\ ALL EQUIPMENT IS EXISTING UNLESS 0THERWSE INDICATED. 04+5 - 2 2 2 - 2 2 4 4 5 2 12111 2-N-06 S 14 2 26,12J 5-E-08 Q ®TOTAL 1s 3 3 (N) INDICATES NEW •06+7 2 2 1 2 2 - - - 2 2 1 9 8 3-N-06 S 1 J1128 1-E-03 S " /14 908+1 - - 2 2 - - 2 4 4 6 2 1019 , 5-N-06 Q 15 2 J2126 2-E-0J S III 3-DLC C' "' 02P - - - - 2 2 2 2 2 1 1 15 14 1-N-01 S 16 1 29 26 4-E-03 S I I GROUP A GROUP B 04P - 2 2 2 - 2 2 4 4 2 16112 2-N-01 S 2 30 27 4-E-08 Q Cg + 06P 2 2 2 1 2 1 - - - 2 2 8 1 13 12 4-N-01 S 17 1 35 31 3-S-05 S 14' 11' 11' 12' 11, 12' 4' R 08P - - 2 2 - - 2 4 4 2 1411J 4-N-06 Q 2 36 32 3-N-01 S ^ z �y FUTURE CURB 02 PPB - - - - - 1 1 1 1 9 1 191171 1-W--04 S 18 1 J3 29 3-W-01 S 'm' 'e` Y � i -----'� FUTURE i � 04 PPB 1 1 1 1 1 1 1 2 2 _2 ,_2_0_118T2_-W-04 S 2 34 30 3-E-0J S �I 1 3 1 3 12' 11' 13' 06 PPB - 1 1 1 - - - 1 1 S = STANDARD DEI. 19 1 - *1 2+5 EVP - I cI © PHASE 1 PHASE 2 PHASE 3 PHASE 4 08 PPB - - - 1 - - - 1 1 Q = Q DISCONNECT. 2 - *2 4+7 EVP - EX. LC C., , PPB COMMON 1 1 1 1 1 1 1 2 2 20 1 - *3 6+1 EVP - + 5-DLC �z- I SCALE: = 20 • ,�+5 SPARES 3 3 3 3 3 3 3 6 6 2 - *4 8+3 EVP - 1 RS n I T/ z ~' TOTAL 15 26 33 37 15 26 33 75 75 * = EVP INPUT. d- O 0 5 10_ 20 � 12 I.LSN.S. 2 2 2 2 - 2 2 2 - INSTALL 2" C. W PULLROPE 3 3 4-W-04 I { SIGNAL COMMON 1 1 1 1 1 1 1 2 2 l DETAIL A PHASE 5 PHASE 6 PHASE 7 PHASE 8 /10 LUMINAIRE CIR. 1 2 2 2 2 - - - 2 - DETAIL "A" 04& 5 6 4 2 Q I ' = CONNECT OVERLAP TO 05 FELD TERMINALS. LUMINAIRE CIR. 2 - - - - 2 2 2 2 - N TOTAL 3 3 3 3 3 3 3 6 - CB 1 SIGNAL SERVICE - - - - - - - - 2 O fi _ -_ _-- `` EX. 2.5" C. 5-DLC do 1-ICC 285' TO X-WALK 01 - - - 4 - - - 4 4 _ 1 02 - - - - 5 5 5 5 5 1 5 3 -J �] ` J r i r �� \ " EX. 1.5" C. 1-JCC TO 7 th ST. v �' y—— y--{►'— ® EX. 2 C. 3-DLC do 1-ICC 04 _ - - - - - 4 4 4 INSTALL 2" C. W/pULLROPE.-0 iQ !\ 3 ——— — —8 + 08P OS s _ _ _ _ _ � .08 - - - - 8 _ TYPE 04 5 5 5 5 5 R/W � � RS _— -- 03 ;r - - - _ Rlw C 05 - - - - 4 4 4 4 4 - - - ----- - 05 DLC 06 - - - 5 - - - 5 5 4'— - - - — - - — - 03 �4—P" SD 06 07 - 4 4 4 - - - 4 4SD + 06P El j TOTAL 0 9 9 18 9 9 18 36 36 I 06 INSTALL 2 C., ( \� --------- ----------------------- --- I OPTICOM CABLE 1 1 2 2 - 1 1 4 4 � i �I� I WITH PULLROPE 1 r III \ I I (-7 6 PAIR O CABLE - - - 1 - - - - 1 -- -- -----------�Y` � 06Pj f I El II L2-� S—N-06 -- I — -- -- --- -- I LJ 3-N-06 ■ PULL ROPE - - - - - - - 1 1 � � I -'" - CONDUIT SIZE 2" 2.5°1 3" 3.5° 3" 3" I 3.5" 2-3 2-3 (-— ' 106 • • I L"' I I I I LTJ �1 ( 2-N-06 C ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE INDICATED. —— —— -——————————- --< 16+1 EVP 1 —_ z�————_ . — I L J ■ = NEW. — �> -- -- • = FUTURE USE. MILLIKENI1 061 �' I L J 1 1 1 L I 1 I I LJ 1-N-06 —1 ��- -------I ---------------------------- —�_ G G G J I L2J �� 13J 4-N-01 i LJ 3-N-01 G 1-S-051 1 2-S-05 3 2 , >01 ---- ------- --------------------------- -- -----------------------S-- ------- S-- — --1 S 05 f 1 L21 �� 1 3J 2-N-01 I J 1-N-01 - �� - 3-5-05 -11 4-5-05 3 1 2 1 1 1 I I I I S ----- -------------------------- -------_ ---_-- --1 i I 11 1—S-02L N I \ N r-N� I I 3 I ,— I A -- - -- -- -- -- I— --- \ e L I u I •. 02 - ' ----------- -- -- — --- -- 1�-1 � � 2+5 EVP -- �' I l EXISTING NEMA CONTROLLER AVENUE - L_ 1 I I 1 02 k� I— fN TYPE "P" CABINET ISI EX. 1.5 C. 216 3-S-02 L-, I w I w 5-S-02 2 1 w W W �z I ———_.I \ L�111�J ` i ' I 1 EXISTING TYPE 111 SERVICE 1 --------It--- ----------------------- I------------�\ \MIS ¢�I d fa2P dl�, I Y2P n T T fat ~ b T T r� 8 � 6E ®-6E Z _ - - cx R W - - - - - - ® 6 1/ /� RS —— ——— — — — \ - \� O 9 EX. 2" C. 4 110 do 2 112. EX. 2" C. 3 0 �urcov-sn�.f>t►c Cm 285' TO X-WALK 4&0504P 04 Q--;--04F 07 ^ �" —� e - cr UNDER THE SUPERVISION OF 3 — EX. 2 C. 1 ICC. INSTALL 2 NEW ICC. / EX. 2" C. 3-DLC EX, 2" C. 5-DLC /� Q �� T L1 _ 6 CB EE SEE DETAIL "A" —� ®—� + �- — r - _ -y- !— — J R. .E. No. 9879 —1— N I rN f 2 4J 1 Liv 108v '� ESS/pyo LJ I LJ �-J 1 1 W I 4-F-08 � E' !y a �� 1 a � LI ( EX. 2" C. 5-DLC No. 9879 �( Exp. 12-31-00 � rr.' ' IJl'T£ L�JIL_JI I I or CONSTRUCTION NOTES THIS SHEET: so IF ,51' I ❑1 ADJUST EXISTING PULLBOX TO NEW SIDEWALK GRADE. 3 W I ❑2 INSTALL NEW 2" CONDUIT. PROTECT AND REUSE EXISTING 3-DLC. `v I i I I EX. 2" C. 3-DLC 12 I 12 1 12 1 11 1 1 No. REVISION APPR. DATE F3INSTALL 2" INTERCONNECT CONDUIT WITH PULL ROPE AND #5 PULL BOXES SOUTHERLY TO MILLIKEN/5th ST. BCR r-� 1 f (1, 180ECR TO BCR) AND WESTERLY TO PROPERTY LINE (760' BCR TO PROPERTY LINE). TERMINATE CONDUIT CITY OF RANCHO CUCAMONCA IN PULLBOX, MAXIMUM PULLBOX SPACING SHALL BE 200'. 1 -�I---� --�--"� � 1 � I I 1 0 _t ® INSTALL TYPE A OR E LOOP DETECTOR (TOTAL 19). QO , TRAFFIC SIGNAL MODIFICATION PLAN 00 " MILLIKEN AVENUE AND LJ I LJ 1 LJ Sth STREET I � i 00 I 1 I APPROVED BY DATE ,r 'I I I I I CITY ENGINEER R.C.E. N0. 24953 IIIDESIGN PLAN PREPARED BY: RECOMMENDED T.G.N. 5y1 0o 51' HARTZOG AND CRABILL, INC. 60, 4G.�DRAWN SHEET p„� Consulting Traffic Engineers 13 OF 14 CHECKED 275 Centennial Way,Suite 208 • Tustin,CA 92780 DRAWING NO. (714)731-%M Fax-.(714)'n1-9496 I 2 n-C E-Neil:s0iz@pacW.r* l J jj J 1 O L17 E.C.R.-- CASE 1 .C.R.CASE1 O • SECTION "P" CAB. ST 3" � � OF DOUBLE YELLOW LINE � „ Q OR MEDIAN CURB FACE r�, "B" -"B" j' 16Y2 8„ UC- 6 I C- 6 " LC ------ _ — - � L,4" "P” CAB.--' SI EWALK ° ° { LEFT TURN LANE N O SIDEWALK ° ° 30' 15' 10 r O r� —c0 PLAN SECTION o c5 8-WHITE TURNING LANE LINE w 2, THRU LANE J Q I.I.S.N.S. LEGEND DETAIL 10 - N POLE LOCATION CODE - -- a- CASE 2 �- (EXACT LOCATION BY ENGINEER IN THE FIELD) s — -- 2 SECTION CAB to-It 4" LANE LINE SI WAL THRU LANE - w ° Z .,p„ CAB__j 0 SIDEWALK 10' CO F- J PLAN SECTION 0 4' LANE LINE OR 8" Y TURNING LANE LINE 3 GENERAL NOTES: URB L — EXIST. C & G V) THRU OR RIGHT 10' 0 1. ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA DEPT. OF TURN LANE C) TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY 1992. CASE3 2' N "P" CAB. ^p 5, w 2. FOR SIGNING AND STRIPING SEE SHEETS 8 AND 9. SECTION I SIDEWALK CAB TOP OF CURB FACE 1' h—Q 3. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S > RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. WWI r'7 � ° p ° VAI RIES I Q 0 4. THE CONTRACTOR IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. PHONE UNDERGROUND SERVICE ALERT AT 800-422-4133. CONTRACTOR SHALL POTHOLE CONFLICTING UTILITIES AS DIRECTED BY THE ENGINEER. PLAN SECTION 5. 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE CITY OF RANCHO CUCAMONGA FOR INSPECTION. 6. THE CITY SHALL APPROVE LOOP DETECTION PLACEMENT IN THE FIELD PRIOR TO INSTALLATION. PERFORM PRELIMINARY TYPE •P', 'R' CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT STRIPING LAYOUT PRIOR TO LOOP DETECTOR LAYOUT. PAD DETAIL REFER TO PLAN FOR DISTANCE 7. ALL CONDUIT SHALL BE 2" RIGID METAL AND PULLBOXES #5 UNLESS OTHERWISE NOTED. TO ADVANCE DETECTORS 8. ALL REMOVED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. IF NOTED AS SALVAGED, IT SHALL BE DELIVERED TO A LOCATION IN THE CITY OF RANCHO CUCAMONGA TO BE DETERMINED LATER. 9. CONDUIT STREET CROSSINGS SHALL BE INSTALLED USING THE "TRENCHING IN PAVEMENT METHOD" PER SECTION 86-2.05C. AC PAVEMENT SHALL BE REPLACED PER CITY STANDARD PLAN No. 120. 10. LOOP DETECTOR LEAD—IN CABLE SHALL BE TYPE C. LOOP WIRE SHALL BE TYPE 2. 11. WHERE TYPE A LOOPS ARE INDICATED ON THE PLANS, A 6—FOOT DIAMETER CIRCULAR LOOP MAY BE INSTALLED 1N LIEU OF THE SHAPE SHOWN ON THE PLANS. THE SIDES OF THE SLOT SHALL BE VERTICAL AND THE MINIMUM RADIUS OF THE SLOT ENTERING AND LEAVING THE CIRCULAR PART OF THE LOOP SHALL BE 1-1/2". 12. ONLY HOT--MELT RUBBERIZED ASPHALT OR ELASTOMERIC SEALANTS SHALL BE USED FOR LOOPS. EMERGENCY VEHICLE EMERGENCY VEHICLE PREEMPTION DETECTORS 13. THE CONTRACTOR SHALL TEST THE DETECTORS WITH A MOTOR—DRIVEN CYCLE, AS DEFINED IN THE CALIFORNIA VEHICLE PREEMPTION DETECTORS CODE, THAT IS LICENSED FOR STREET USE BY THE DEPARTMENT OF MOTOR VEHICLES. THE UNLADEN WEIGHT OF THE VEHICLE SHALL NOT EXCEED 220 POUNDS, AND THE ENGINE DISPLACEMENT SHALL NOT EXCEED 100 CUBIC CENTIMETERS. SPECIAL FEATURES, COMPONENTS OR VEHICLES DESIGNED TO ACTIVATE THE DETECTOR WILL NOT BE PERMITTED. THE ^ AS1RO Mini—Broc MOUNT ASTRO Mini—Broc MOUNT CONTRACTOR SHALL PROVIDE AN OPERATOR WHO SHALL DRIVE THE MOTOR—DRIVEN CYCLE THROUGH THE RESPONSE OR 1.5 TO .750 1.5 TO i DETECTION AREA OF THE DETECTOR AT NOT LESS THAN 3 MILES PER HOUR NOR MORE THAN 7 MILES PER HOUR. THE REDUCER OR APPROVED EQUAL REDUCER OR APPROVED EQUAL DETECTOR SENSOR UNIT SHALL PROVIDE THE REQUIRED OUTPUT IN RESPONSE TO THIS TEST. SIGNAL POLE SIGNAL POLE 14. ALL ROUND, 6' X 6' AND 6' X 5' DETECTOR LOOPS SHALL CONSIST OF 4 TURNS OF CONDUCTOR AS SPECIFIED IN SECTION MAST ARM MAST ARM 86-5.01A(4), "CONSTRUCTION MATERIALS". 15. THE LOOPS SHALL BE JOINED IN THE PULL BOX AND WOUND ALTERNATELY IN OPPOSITE ROTATION (ie. CW, CCW, CW, CCW) (ONE WAY / ONE OUTPUT) (TWO WAY / TWO OUTPUT) AND CONNECTED IN SERIES ONLY. 16. ALL SIGNAL FACE MOUNTINGS WITH 5 SIGNAL SECTIONS SHALL BE BOLTED TO THE STANDARD THROUGH THE UPPER PIPE FITTING IN A MANNER SIMILAR TO THE TERMINAL COMPARTMENT. NO STRAP OR BANDING TYPE FITTINGS WILL BE ALLOWED. EMERGENCY VEHICLE DETECTORS No. REVISION APPR. DATE CITY OF RANCHO CUCAMONGA mm� TRAFFIC SIGNAL. DETAIL SHEET AIItLlKEN-61N.DNG UNDER THE SUPERVISION OF APPROVED BY DATE R. E. No. 9879 (EXP. —31-00) CITY ENGINEER R.C.E. N0. 24953 QRpF ESS/0 DESIGN PLAN PREPARED BY: RECOMMENDED E. yc T.G.N. 0 HARTZOG AND CWII,L, INC. DRAWN SHEET No. 9879 D.J.M Consufhng Traffic Engineers 14 OF 14 �c Exp. 12-31-00 * 275 Centennial Way,Suite 208 • Tudn,CA 92780 ff' CIVIL ���� CHECKED (714)731-9455 Fax:(714)731-9498 DRAWING N0. T 0 f OF CALF E4Aeil.sigtrizoPacbell.nat