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HomeMy WebLinkAbout1468-S . E G92 4 DETAIL 26 SOUTH G47 E G92 15 NOTES THIS EXISTING G43 G28 BARSTOW � O ES S E R7 I-15 N/B G47 E G66-15 ON-RAMP n �E EXISTING SIGNING, STRIPING, ARROWS, OR LEGENDS TO REMAIN R7A I 7 R26(S) 5 G6 �J7 W41(S� UNLESS NOTED OTHERWISE ON THIS PLAN. TYPE N-1 / 1 ALL SIGNING, STRIPING, AND PAVEMENT MARKING WORK SHALL / ' 1 4" IT O DETAIL 38 O O CONFORM TO CALTRANS LATEST TRAFFIC MANUAL, JAN. 1988 E / \ 1 4 WHITE 04 'SIGNAL AHEAD" Q STANDARD PLANS A20(A-C) AND A24(A-D), THE STANDARD E R17 // // \\ 4 SCHOOL �J (500' TO L.L.) SPECIFICATIONS, AND THE SPECIAL PROVISIONS. STRIPING SHALL INCLUDE INSTALLATION OR REMOVAL OF RAISED PAVEMENT MARKERS. ,sN / A.C. BERM (50' O.C.)(2EA.) R/ - 9 DETAIL 12 W O2 SANDBLAST EXISTING STRIPING, ARROWS OR LEGENDS AS NOTED. - - - - - - - - - - - - - - - //- - - - - - - -�� 7 TYPE "K' N REMOVE RAISED PAVEMENT MARKERS. EL - - - - - - - - - - - - - - - - - - — _..__ / Li- JOIN EXIST. STRIPING--/ °j` Eo LJ 3 ALL SIGNS AND STRIPING SHALL BE REFLECTIVE PER CALTRANS / Q O R11 & R10A _ • SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO(2) WEEKS > o g N a AFTER INITIAL PAINTING, EXCEPT THERMOPLASTIC. - - - - - - - - - - - ' - - - - ca (3' ABO`!E CURB) 7 R 17 N a 150' N �- c O4 PAINT STRIPING, LEGEND, OR ARROW AS NOTED, INCLUDING / u INSTALLATION OF RAISED PAVEMENT MARKERS PER STRIPING DETAILS. 'a U) 0 H ALL RIGHT OR LEFT ARROWS SHALL BE TYPE IV UNLESS SHOWN OTHERWISE. - 5 RELOCATE SIGN(S) TO NEW POST(S) AND REMOVE EXISTING POST(S). -s� 320+00 - - - - - - - - - - - - - - - - - `�' i `,�' 7 R7 & TYPE "K" C, (/� a LLJ NEW POST(S) SHALL BE REDWOOD POST(S). - - - - - - - - - - - - ^50'(TYP.) iv iv 50'(TYP,) C', Lz 7 O REMOVE AND SALVAGE SIGN (AND POLE IF APPLICABLE). N 4 12" WHITE .0 O 3wW O7 INSTALL NEW SIGN AND POST. NEW POST(S) SHALL BE REDWOOD POST(S). '- - - - -� - - - - - - - - - - - `� - - - T - - -� .� 150' LtJ SIGN SIZE SHALL BE CALTRANS STANDARD SIZE UNLESS NOTED OTHERWISE. SANDBLAST ALL CONFLICTING STRIPING, ARROWS, AND LEGENDS WITHIN / J1 INTERSECTION DEFINED BY CROSSWALKS OR LIMIT LINES. REMOVE R18AHEAD" RAISED PAVEMENT MARKERS. A.C. BERM 9 DETAIL 38 7 -2 1 9 SIGNAL U � z (440' TO L.L.) ( 9 ) INSTALL THERMOPLASTIC STRIPING, CROSSWALK, ARROW, OR LEGEND PER CALTRANS Ll_ 7 R26(S) 9 DETAILS AS NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS / O a O,u� . 5 R7 9 (50' O.C.)(3EA.) C�C PER STRIPING DETAILS. ALL RIGHT OR LEFT ARROWS SHALL BE TYPE IV OA..-' 0A,e0 R7A 7 R18-2.1 5 W65 17' 18 18 7 7 W41 ON POST G UNLESS SHOWN OTHERWISE. R26(S) ON ST. LT. POLE TYPE N-1 7 R268� ) R2(25) I 3 R41 NOTE: ALL TYPE "K' MARKERS SHALL BE FLEXIBLE TYPE. 4 DETAIL 28 & DNSr. Lr.srD. R72 FUTURE DETAIL 25A 7 R 26(5) DETAIL 21 4 I- 15 NIB OA/5T. 1-7. .649 (120 L.F.) O 4 DETAIL 26 EXISTING OFF-RAMP 9 DETAIL 12 I-15 N/B (200 L.F.) FOOTHILL MARKETPLACE OFF-RAMP FOOTHILL BOULEVARD CHURCH ENTRANCE 9 DETAIL 12 r - 4 O4 4" WHITE 4 DETAIL 27 I ( DETAIL 29 " 4 12YELLOW I I 7 R26(S) 1 (50' O.C.) �4 12" WHITE CHEVRONS 4 4" WHITE O9 DETAIL 38 (25' 0.C.) I I l— EASEMENT 0 5 w65 70BEFORE X-WAZk- 7 R26(S) E R47 O4 DETAIL 38 1 0 1 R2(25) �5EESH.o/54F/8 R 72 J 7 R26(S) 7 R1 0 CONCRETE CURB RETURN 112' 8' 12' 4' 17' R41 O 1 4 CONCRETE CURB RETURN g DETAIL 12 O R26(S) 7 R 10A O A.C. BERM A.C. BERM-\ ,(DR \ O7 R26(B) 9 DETAIL 38 (3' ABOVE CURB) -.+� F— - - - WIDRI 'EWAY� 9 9 A.C. BERM ;/W I = N - - T) ALLEY l NO i 4 4 11 ONMARKERS RT 0 - 00 0 00 • N _ O N � � • • Q `V 150' 10 0 z ( N h 215' 9 0 TYP) Q - . LiY l !1 in N j' �J J - - -- • y\\ u , O N 330+00 "r- N 175' P 3, v t, W W 50' TYP. • . _N �, `�' W r=n z9 N N N N CIO- CN `V 9 12" WHITE `�l C►yl co co 9 -' o N — TE p� N 150 0 0 0 1F r f l W _ N � N W A W W • 00 f Et= _ (n U 9 R W 4 DETAIL 26 7 R10A R U (3' ABOVE CURB) O4 DETAIL 26 W �' A5.0 tau LT 00. u4 � c 0 9(o 7 R26(S) Q 0 R18-2.1 TA O O 25(GT STD. ON 5T. LT. 570. Q DESCRIPTION OF REVISION DATE CITY 9 DETAIL 38 APPV'D 7 R26(S) 7 R26(B) 4 4 DETAIL 26 � - ON5r.LT. 5TO. ' NO STOPPING 1 1 HERE TO CORNER" I I 7 R7 & TYPE "K" FACING E/B TRAFFIC g 4" WHITE CITY OF RANCHO CUCAMONGA abVST.LT. 5T0. I I R1Q(RT.) FACING S/B TRAFFIC ' (DfRlO(RT.) 7 & TYPE "K' FACING W/B TRAFFIC:�FACING N/B TRAFFIC L - - _ J�EASEMENT TRAFFIC SIGNING & STRIPING PLAN �tRlO(RT,) 7 & TYPE "K' FACING S/B TRAFFIC 7 13' 12' 7' 11 11 12' 7' FOOTHILL 60ULEVARD _ FACING W/B TRAFFIC DETAIL 38 STA. 320+00 TO STA. 334+00 4 33 33 (130 L.F.) APPROVED BY DATE rn cV O4 DETAIL 9 CITY ENGINEER- R.C.E. NO. 23889 Q, (130 L.F.) DESIGN Br RECOMMENDED: ii TH FOOTHILL MARKETPLACE A.H. & M. Y „ KEITH 116LK,ORRT 5, M- •NIDA A10 ARCN/TS7VRS DRAWN BY. COMPANIES `A"°VW&N At SHEET MAIN ENTRANCE • ,4A540-r.W QLR4 h.'6 71l�A4•AY1 M.Gb•N AM•, CA D7F9F l)�I J5.0-0800 C.C., K.L.T. PREPARED UNDER THE SUPERV/SlON OF 14 OF 18 p ADNAN HINDIYEH TRAFFIC ENGINEER R.C.E. N0. 42255 Q CHECKEDA.H. A J t ! / 1 ' DRAWING N0. DATE 4 - 19- -9 "L T.E. No. 1488 6 NOTES THIS SHEET; 9 DETAIL 12 [E EXISTING SIGNING, STRIPING, ARROWS, OR LEGENDS TO REMAIN 9 UNLESS NOTED OTHERWISE ON THIS PLAN. 4 DETAIL 26 5 5EE 3N'�/4 OF/g 4 DETAIL 27 O ALL SIGNING, STRIPING, AND PAVEMENT MARKING WORK SHALL E R26(S) CONFORM TO CALTRANS LATEST TRAFFIC MANUAL, JAN. 1988 W65 ( ) STANDARD PLANS A20(A—C) AND A24(A—D), THE STANDARD O 9 "SIGNAL AHEAD" R2(25) E R26(S) E R26(S) O SPECIFICATIONS, AND THE SPECIAL PROVISIONS. STRIPING SHALL INCLUDE INSTALLATION OR REMOVAL OF RAISED PAVEMENT MARKERS. (500' TO L.L.) R72 6 R81 B 7 R10A 4 4" WHITE (50' O.C.)(2EA.) (3' ABOVE CURB) O2 SANDBLAST EXISTING STRIPING, ARROWS OR LEGENDS AS NOTED. + + REMOVE RAISED PAVEMENT MARKERS, A.C. BERM R ;`W_ O ALL SIGNS AND STRIPING SHALL BE REFLECTIVE PER CALTRANS I`� ALLEY ALLEY W /ALLEY SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO(2) WEEKS — — - - - - - - - - — DRWY. - - DRWY. — - - L.L AFTER INITIAL PAINTING, EXCEPT THERMOPLASTIC. 0_0 RELOCATE R35 ( 00 W O RT. ARROWS) TOTHRU & O PAINT STRIPING, LEGEND, OR ARROW AS NOTED, INCLUDING INSTALLATION Q N N iv —J ST. LT. ® STA. 339+00 O OF RAISED PAVEMENT MARKERS PER STRIPING DETAILS. ALL RIGHT OR LEFT co o �f ARROWS SHALL BE TYPE IV UNLESS SHOWN OTHERWISE. Z N T T 7 N 5 RELOCATE SIGN(S) TO NEW POST(S) AND REMOVE EXISTING POST(S). U� 335+00 4 N C/) O NEW POST(S) SHALL BE REDWOOD POST(S). ao r - REMOVE AND SALVAGE SIGN (AND POLE IF APPLICABLE). W - N 250' W M t�7 INSTALL NEW SIGN AND POST. NEW POST(S) SHALL BE REDWOOD POST(S). /'\ N M V J z o z SIGN SIZE SHALL BE CALTRANS STANDARD SIZE UNLESS NOTED OTHERWISE. _ `° - C- -� - - - _a_ _ N _ _ 240' _ _ _ _ _ _ _ _ _ _ 270' „ N W O8 SANDBLAST ALL CONFLICTING STRIPING, ARROWS, AND LEGENDS WITHIN w 4 4 WHITE a o W INTERSECTION DEFINED BY CROSSWALKS OR LIMIT LINES. REMOVE W . RAISED PAVEMENT MARKERS. CI) O THERMOPLASTIC STRIPING, CROSSWALK, ARROW, OR LEGEND AS NOTED, W ew 74 LT 4 SIGNAL AHEAD" INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS PER STRIPING DETAILS. ( ) 7 R26(B) (® ECR) R ALL RIGHT OR LEFT ARROWS SHALL BE TYPE IV UNLESS SHOWN OTHERWISE. �-- ON 5T. LT. .5 70, W �► Q 6 W41 7 W41 (50' O.C.)(3EA.) �f �l NOTE: ALL TYPE "K" MARKERS SHALL BE FLEXIBLE TYPE. C R26(S) 17,5' 17.5 7 W41 4 DETAIL 37 4 L 7 R26(S) 7 R26(S) 0/V5TL T. $TD, FOOTHILL 0/V ST. LT, 5TD. 7O R26(S) — 7 R 10A ' A 7 R41 ONST. LT STD, (3' ABOVE CURB) MARKETPLACE 7 R18-2 1 4 DETAIL 38A 7 R35 R26(S) 7 R 10A DRIVEWAY 4 (RELOCATED) 4 12" YELLOW (50' O.C.) !3' ABOVE CURB) 7 R10A (3' ABOVE CURB) 4 12" WHITE (50' O.C.) FOOTH I LL BOU LEVARD CONCRETE CURB RETURN 9� /Yl R7 & TYPE "K" FACING W/B TRAFFIC 7 ` �,�'b �Q`[R10(RT.) FACING N/B TRAFFICQE R26(S) 4 4" WHITE114 6 R81 A 350' ® 50:1 „ A.C. BERM 4 4 WHITE �, SEE ETIWAr�IDA AVE. CONCRETE CURB RETURN 4 4" WHITE E R35(THRU & LT. ARROWS) 4 12 YELLOW (50 O.C.) SIGNING & STRIPING „ 0. I PLANS. 0 R26(S) 9 SIGNAL AHEAD 4 DETAIL 27 i A.C. BERM 7 R26(8) (500' TO L.L.) 4 DETAIL 26 I 7 R7 2 EA.) (50' O.C.) TYPE N-1 4 9 DETAIL 12 38' 9 DETAIL 38 4 DETAIL 26 p 49 7 R JOIN EXIST. STRIPING 7 R26(S) O R26(S) _v, JOIN 26(S) 9 DETAIL 12 50' 7 R26(S) A.C. BERM A.C. BERM O R ;/W ;/w - - - - _1 -1 W � / 9 12" W ITE — N - - - - — - - - - - - CC) — IT,_— — -- — — -- 4-� — - 0Eo zo - Q - - `r' N `„ 9 `" 200' - • • N W (� N N 8 �' N N _ -- - • • = 350 O 345+j 0 N N • Ln W N — 9 250' N 9 C �n - - - - - - - - - - - - - - - i- 50' TYP o • TYPE ALn< � �n - ,k - - - - - - - - - �- - z iv 150' i� 4 PVMT. MARKE S °60 N 4 0 0 10' O.C. — — — — — — — W _j 9 12" WHITE - - — - - r - - - - — — `r • N yw RW 50, 7 R26(S) JOIN EXIST. STRIPING - - - - 7 R26(S) 9 A.C. BERM 7 R26(S) 7 R26(S) 9 DETAIL 32 4 R W A.C. BERM JOIN EXIST. STRIPING Q 4 DETAIL 38A 49 2 DETAIL 32 8' 7 R7 & TYPE "K" FACING E/B TRAFFIC AIL 12 [R10(RT.) FACING S/B TRAFFIC 7 R18-2.1 4 4 WHITE 2 DETAIL 12 7 R26(B) $Y nAE leer[r114 Co. CONCRETE CURB RETURN E 4" WHITE QA .. 5U/LTw� io-/o q ON ST. LT. STD. � 4 12" WHITE I Q,�0 FES S/O�Vq DESCRIPTION OF REVISION DATE CITY (50' O.C.) 6 G1 �Q� t� 1Q//�, l� APPV'D (25' a�) Z CITY OF RANCHO CUCAMONGA • " No. 42549 W cc TRAFFIC SIGNING & STRIPING PLAN rn SEE ETIWA DA AVE. H %p,gtf Clvil 0��\ SIGNING & STRIPING Of CALF FOOTHILL BOULEVARD PLANS. I STA. 334+00 TO STA. 350+80 APPROVED BY DATE 7!9'P_ rn CITY ENGINEER: R.C.E. NO. 23889 A.C. BERM rn DESIGN BY: IIS o�NN„� RECOMMENDED: ^ LN66R/NC � CONCRETE CURB A.H. & M.S. tiR.K loR � M. P -�: KEITH N„ RR ' DRAWN BY: COMPANIES `�”°s�"'"'K ';;R'�'"F'""` SHEET CA 9XJf r 005 PREPARED UNDER ME' SUPER VISION OF �,o o� 1 5 OF 1 8 L0 ETIWANDA AVENUE C.C.. K.L.T. Q CHECKED BY: « 4 R.C.E. NO. 42255 ADNAN HINDIYEH TRAFFIC ENGINEER A f F ' DRAWING N0. A.H. DATE 4 — y !9 1. T.E. NO. 1488 �6 r� CONDUCTOR SCHEDULE PHASE — FUNCTION — SEQUENCE DIAGRAM * POLE AND EQUIPMENT SCHEDULE AWG CIRCUIT1 2 3 4 S 6 7 8 9 f_� S�ANDARE; 1P5 ■ �'��� �JLA' � �Lr�. �i.;. M Pt SSG. F.P.B. ♦ i.i.S.N.S. VEHICLE & PEDESTRIAN f- TRAFFIC SIGNAL MAINTENANCE 01 3 3 3 3 3 6 3 3 3 OL EASEMENT, AND FINAL R.O.W. NO. TYPE SIG. MA. LUM. MA. LUMINAIRE "A" "B" MAST ARM POLE MTG. 0 ARROW MESSAGE MOVEMENTS PER FUNCTION -� LINES AT THE INTERSECTION - 02 - - - - 3 6 3 3 3 �-i � TO ENCOMPASS ALL TRAFFIC O 29-4-80 L 55' 15' 200W 8' 2.5' 2-MAS SV-1 -T SP-1 -CS 8 � Marketplace (EXCLUSIVE) (EXCLUSIVE) SIGNAL WORKS WILL BE NEMA PHASE DESIGNATI ❑N 5 1 2 6 4 8 r _ _ _ _ _ _ _ _ _ _ _ _ _ - O 1A (10') - - - 8' 2.5' - N-2-UM SP-t -CS 2 - - PROVIDED IN A SEPARATE 04 - 3 3 3 3 6 3 3 - DOCUMENT. I I O 24-4-80 035' 15' 20OW 8' 2.5' 1 -MAS SV-1-UM - 2 -� Foothill 12600 05 - - - 3 3 3 - - - SIX-PHASE OPERATION: I I _ _ _ _ I I U-1 15 15' 200W 8' 2.5' SV-2-TA SP-1 -CS 06 3 3 3 3 3 3 - - - llil1 +6 I 1 O 26-4-80 ❑ 45' 15' 20OW 8 2.5' 2-MAS SV-1 -UM SP-1 -CS - ---* Morketploce 1 +5 OR 2+6 4 8 I I O 1A (10') - - - 8' 2.5' - TV-2-UM - 6 - 08 - - 3 3 3 6 3 - - 2+5 I I © 19-4-80 0 25' 8' 20OW 8' 2.5' 1 -MAS SV-1-UM SP-1 -CS 6 Foothill BLVD SEQUENCE WITH CALLS ON ALL PHASES ( I # 14 02 P - - - - 2 4 2 2 2 I I H 15 - 15' 200W 8' 2.5' - SV-2-UM SP-1 -CS 8 12700 - I I - - - - - - - - - * EXACT LOCATION BY CALTRANS FIELD ENGINEER 06 P 2 2 2 2 2 2 - - - NCE ♦ INTERNALLY ILLUMINATED STREET NAME SIGN PER DETAIL THIS SHEET AND SPECIAL PROVISIONS H ENTR CHUR, �08 P - - 2 2 2 4 2 - - I O "F" DISTANCE = 24' 1 I SECOND MID-TENON NOT REQUIRED 02 PPB - - - - - 1 1 1 - I I ❑ "r' DISTANCE = 28' I EMERGENCY VEHICLE PREEMPTION OPTICAL I , I 0 MID-TENON NOT REQUIRED DETECTOR MODEL 522 1 12' 8' 12' 4' 17' i 06 PPB - 1 1 1 1 1 - - - 1 1/2- TO 3/4" I I ■ PER CALTRANS STD. PL. ES-3C 08 PPB - - - REDUCER ASTRO Mini-Broc MOUNT i • SEE NOTE 12 OR APPROVED EQUAL r » PPB COMMON 1 1 1 1 1 2 1 1 1 SIGNAL POLE I 1 ( Ln 3„ TUC_6„ LC SPARES 3 3 3 3 3 6 3 3 3 MAST ARM 04 I SJ6L 8J6U 2 to 4 TOTAL 12 19 24 28 33 57 24 19 12 1 I O I I G DETAIL C f 0 I.I.S.N.S. - - 2 2 2 1 - 2 2 - CONCRETE C&G # 12 - - - _ EMERGENCY VEHICLE PREEMPTION CONCRETE C&G 1 // #6 \ 3 I,I.S.N.S. LEGEND DETAIL TOTAL 2 2 2 2 2 OPTICAL DETECTOR SIG. COMMON 1 1 1 1 1 2 1 1 1 INSTALL R49 SIGN - -- - --- � R / R/ I R � R # 10 LUMINAIRE 2 2 2 2 2 - 2 2 2 W / - - W 1 "C & 2-DLC R W 1 J�"C & 1-DLC R W TOTAL 3 3 3 3 3 2 3 3 3 O 08P / 08 08 08 OPTICOM CABLE - - - - 1 2 1 1 - / \ 06P #6 06 #5(T) #5(T) � 06P SEE DETAIL B 01 - - - 3 3 3 - - - - �- -EX. W— --- - TYPE 02 - - - - - 3 3 3 3 ao bo 0 ao 00 06 --- EX. W — INSTALL R73-6 SIGN -- -- - _ N - - - - - - - - - - - —EX. G— iv EX. 6J3U iO4 �`' 6J2L 6J2U DET - - - _ — LOOP 04 - 2 2 2 2 2 - - - o N — — - -- 06 -- - CABLE 6J2U 05 - - - - - 2 2 2 2 �' • + 6J3U N 205' TO N 6J2L N o C-4 LIMIT LINE `n 06 - - - 3 3 3 - - - _ - ---- } INSTALL R73-5 SIGN 410' TO 1 I 1 L 119U N LIMIT LINE f� N01 08 - - - - - 3 3 TOTAL - 2 2 8 8 116 8 5 5 410' TO \� -= 30' - - -- 330+00 05 15' 1 I 1 -- - 1 I 9U N T- N 15 30' I -- a LIMIT LINE a5J9U 5J1 L j 12 PR. #1 IC - - - - - 2 1 1 1 > 1 _ --- 01 & 06 CONDUIT SIZE 2" 3" 3" 3" 13.5"12-3-1 ,3" 3" 2" 2I2U iv 205 TO 02 & 05 2I2L LIMIT LINE N 2I3U 1 NOTE 11 --- (TYP) ' 4 - - 02 I `n 2 I 2 U N N _ 2I2L �;, N 21 • � SR66 - c BOULEVARD N 2I2L o FOOTHILLN �;, 2I4U • - --- ��A\ INSTALL R49 SIGN N 12 0 INST LL'R7.3-3 SIGN 02 & OL 01 SEE ETAIL B - r - _ -+-_ IS SHEET: _ NOTES TH S #6 - N -- 2 _ - 1. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO R W R W _ - _ ^ 02 & OL 02P I - � -- - #Ib - --- _32 RCP ^ R R W STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD R 04 ._ _ 04 iGQ� w PLANS (DATED JAN. '88) AND THE SPECIAL PROVISIONS. �- __ /o �� A SEC HANDHOLE � � O 6 SERVICE POINT 2. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. 2"C 2-DLC & 1-IC NOTE 1 D ; 04 & 07 _ -- UNDER DESIGN # - k N�1-- ( ) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT ,. 2 C, 1-DLC & 1-IC B 3"C & 3 SERVICE CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. g d #0 (SERVICE) NOTE 9 +� �" I NN D TE � 3. UNLESS SHOWN OTHERWISE, NEW INDUCTIVE LOOPS SHALL BE 6'x6' WITH 10' TO I-15 RAMP SIGNAL C #6 L�1 SPACING CENTERED IN LANE. NECESSARY STRIPING SHALL BE CONTROLLER ASSEMBLY 0 0$ I NOTE 9 2"C & 2#6 (SIGNAL) LOCATED PRIOR TO POSITIONING DETECTORS (SEE SHEETS 15 OF 18 AND 5 OF 5). APPROX. 1000 FEET EAST 081 2#10 (LIGHTING) NOTE 9 TO CONTROLLER CABINET OF THIS PULL BOX O NOTE 9 I \ $ I I 2#12 (I.I.S.N.S.) ® ETIWANDA AVENUE 4. ALL VEHICLE INDICATIONS SHALL BE 12 I \� \ I & 5#14 (P.E.C.) APPROX. 1,400' TO 5. ALL CONDUIT SHALL BE 2" UNLESS SHOWN OTHERWISE. _ SEE SHEET 17 \ � I N T 7 O N ( 8J6L I -�� 8J6U o 6. ALL PULL BOXES SHALL BE #5 UNLESS SHOWN OTHERWISE. 1 I I 7. FURNISH AND INSTALL CALTRANS MODEL 170 CONTROLLER ASSEMBLY IN MODEL I 332 CABINET, 18" ABOVE FINISHED GRADE. DETECTOR SENSOR UNITS, CONFLICT OG I (�MAINLINE Q�OI ESS/pN NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. I 9U : 8I 9U ; 8J7U I EASEMENT MONITOR, POWER SUPPLIES, MODEM, ISOLATORS & OTHER MISCELLANEOUS L - L_ _ - 1 _ - J - � _ _ _ _ _ J LINE .;.9G y� AUXILIARY EQUIPMENT FOR THE OPERATION SHOWN. OPERATIONAL SOFTWARE BY CALTRANS. EXACT LOCATION BY CALTRANS FIELD ENGINEER. GA 7' ! 13' I 12' 7' 11 11 12' 7' W Na 41549 `�, tib THS �!rn{ Gam. 8. INSTALL 120/240 V TYPE III-BF SIGNAL AND LIGHTING SERVICE WITH - -- o THE FOLLOWING CIRCUIT BREAKERS: 1-50A-IP (METERED SIGNALS), a * �► CITY DETAIL B DESCRIPTION OF REVISION DATE 1-30A-2P (UNMETERED LIGHTING), AND 1-15A-IP (METERED ILLUMINATED ■ J'j�l CIYIL a�Q APPV D SIGNS). CABINET WIRING DIAGRAM PER DETAIL "A". LOCATE SERVICE E OF CAL�EflR CABINET A MINIMUM OF 6' FROM CONTROLLER CABINET. CITY OF RANCHO C U C A M 0 N G A I W PE UNITS-MARK P�1 SEE DUAL PE UNIT s 9. INSTALL 1-12 PAIR #19 SHIELDED INTERCONNECT CABLE IN 1h" CONDUIT. SOCKETS-"S" FOR SIGNS & r ��-MOUNTING DETAIL Q+j H LZ INSTALL #5 PULL BOXES AT 200 FEET MAX, SPACING. "L" FOR LUMINAIRES SIGN OR LIGHTING TRAFFIC SIGNAL PLAN 10. INSTALL POLE MOUNTED DUAL P.E. CONTROL FOR I.I.S.N.S. AND LUMINAIRE SERVICE MARKETPLACE W FOOTHILL Y PER DETAIL "A"' O TYPE 'r coNDULET AUTO-TEST Z _ FOOTHILL BOULEVARD (SR66) SWITCH r -' 11. INSTALL OPTICOM MODEL 522 EMERGENCY VEHICLE PRE-EMPTION - TO I.I.s.N.s. OR MAIN ENTRANCE AT CHURCH ENTRANCE & a DETECTOR ASSEMBLY FOR THE INDICATED PHASES AS SHOWN ON SIGNAL MAST ARM SLIP FITTER TO MATCH I I I 1 LUMINAIRES FOOTHILL MARKETPLACE MAIN ENTRANCE PER DETAIL "C" HEREON. TOP OF SIGNAL STANDARD �L i - _ _- APPROVED BY Z� DATE ` - N 12. ALL VERTICAL FIVE-SECTION SIGNAL INDICATIONS SHALL USE 2 UAL PE UNIT �_ CITY ENGINEER: R.C.E. NO. 23889 TERMINAL COMPARTMENTS FOR ATTACHMENT TO THE POLE AT THE MOUNTING DETAIL CONTACTOR ENCLOSURE. BOTTOM AND TOP OF THE INDICATION. UPPER TERMINAL TYPE III PHOTOELECTRIC CONTROL WIRING DIAGRAM DESIGN BY. PLAA'h9hU i�Ec OMMENDED: COMPARTMENT SHALL BE PLACED UPSIDE DOWN. (2 REQUIRED) j 1II� � NOTE: SPECIAL PROVISIONS FOR THIS WORK ARE ON FILE ,s�_4;� ,I KEITH KhHT A.H. & M.S. PuaL/r TORR f' 13. DETECTOR DESIGNATIONS FOR ALL PHASES SHALL BE AS DIRECTED BY CALTRANS DETAIL A" IN THE CITY ENGINEERS OFFICE. •, DRAWN BY. COMPANIES °, r'K SHEET REPRESENTATIVE. ". 'I jg9s ReChiU Au.Certu !kxi CA INCE/'/Il MIO-0000 p C.C. PREPARED UNDER THE SUPERVISION OF 1 6 OF 18 ApNAN HINDIYEH TRAFFIC ENGINEER CHECKEDH. DATE w `1 I �1� DRAWING NO - R.C.E. NO. 42255 A Ln T.E. NO. 1488 J 9' 21' 21' 9' CONDUCTOR SCHEDULE PHASE — FUNCTION — SEQUENCE DIAGRAM * POLE AND EQUIPMENT SCHEDULE AWG CIRCUIT4I6U 1 2 3 L4\L5\116\ 7 8 9 4 SiANGARD rPS ■ PGCE LOCAi cJN VE SIG. MiG PED. S.G. P.P.B. A S.N.S 01 _ _ _ 3 3 3 _ _ _ VEHICLE & PEDESTRIAN � �--� � � #5 N0. TYPE SIG. MA. LUM. MA. LUMINAIRE "A" •'B" MAST ARM POLE MIG. 0 ARROW MESSAGE �.. 01 l t 02 3 3 3 6 3 — — — — > MOVEMENTS PER FUNCTION � f_..,� � l -� T OA 26-4-80 D 40' 15' 20OW 8' 2.5' 2-MAS SV-i -UM SP-1 -CS 2 Foothill BLVD 12800 03 - - - 3 3 3 3 3 - NEMA PHASE DESIGNATION ] 5 1 2 6 7 3 -+- 4 8 w tS 15 - 15' 20OW 8' 2.5' - SV-2-TA SP-1-CS 4 — 04 - - 3 6 3 3 3 - - 1)6-C & 1-DLC � o z O - i - '4I6L EX. E.P. © 29-4-80 ■ 55' 15' 20OW 8' 2.5' 2-MAS SV-1 -UM SP-1 —CS 4 Etiwondo AVE 8000 05 3 3 3 6 3 3 3 3 3 D 15 - 15' 20OW 8' 2.5' - SV-2-UM SP-1-CS 6 —� EIGHT-PHASE OPERATION: 5(T 4 N O _ 06 - - - 3 3 3 3 3 3 1 J�1"C & 2-DLC OE 26-4-80 0 40' 15' 20OW 8' 2.5' 2-MAS SV-1 -UM SP-1-CS 6 f- Foothill BLVD 1 +6 3+8 12900 07 - 3 3 3 - - - - - O 15 - 15' 20OW AS SHOWN 2.5' - SV-2-UM SP-1-CS 8 --� 1 +5 OR 2+6 3+7 OR 4+8 o z 08 - 3 3 6 3 3 3 3 - -� 7J9L 7J9L O 29-4-80 ❑ 55' 15' 200W 8' 2.5' 2-MAS SV- SP-1-CS 8 Etiwondo AVE 2+5 4+7 8100 / 14 2 P 2 2 2 4 2 1 "C & 2-DLC ' H 15 - 15' 20OW 8' 2.5' - SV-2-UM SP-1-CS 2 -04 P - - 2 4 2 2 2 - - SEQUENCE WITH CALLS ON ALL PHASES / � 1 * EXACT LOCATION BY CALTRANS FIELD ENGINEER 06 P 2 2 2 2 2 2 / A INTERNALLY ILLUMINATED STREET NAME SIGN PER DETAIL THIS SHEET AND SPECIAL PROVISIONS. A.C. BERM 08 P - 2 2 4 2 2 2 2 - M "IF" DISTANCE = 21 ' 02 PPB VAR, 04 PPB - - - 1 1 1 - - - � R/ 0 "F" DISTANCE = 22' I EMERGENCY VEHICLE I �, yy • "F" DISTANCE = 20' 06 PPB - - - 1 1 1 1 1 - PREEMPTION OPTICAL R 7J5L 7JSU w 3 SECOND MID-TENON NOT REQUIRED x ❑ "F" DISTANCE = 20' DETECTOR MODEL 522 W op 08 PPB 1 1 1 2 1 1 1 1 1 REDU2CER0 3/� / w ■ PER CALTRANS STD. PL. ES-3C � PPB COMMON 1 1 1 2 1 1 1 1 1 ASTRO Mini-Brae MOUNT �n I SEE NOTE 12 3� OR APPROVED EQUAL A.C. BERMLj 8" UC 6" LC 4„ SPARES 3 3 3 6 3 3 3 3 3 ' SIGNAL POLE > H 4 I 7U 4I 7U r TOTAL 13 22 27 63 36 31 27 22113 MAST ARM 04 3 r 0 I.I.s.N.s. 2 2 2 - 2 2 2 2 - I,I.S.N.S. LEGEND DETAIL DETAIL " A" — 9 # 12 CONCRETE C&G � D �L _ {�_. _. _ TOTAL 2 2 2 — 2 2 2 2 — EMERGENCY VEHICLE PREEMPTION `' + CONCRETE C&G SIG. COMMON 1 1 1 2 i t 1 1 1 OPTICAL DETECTOR �\C # 10 LUMINAIRE 2 2 2 - 2 2 2 2 2 Rept TO C F 0 —_ — - ff M /l1!'rE'ft/M E"Tljt/ A • - _- - - - - �, I 08 0 P 1}� C & 2-DLC 1� C & 1-DLC A.C. BERM ACNP - 03 8 TOTAL 3 3 3 2 3 3 3 3 3 PLANS Fo/�T�/P � y I 06P ' s-F3v/c.T OPTICOM CABLE 1 1 2 2 - - - - - CONDrT / � 04P 03 I I INSTALL R73-6 SIGN 06 01 - - - 3 3 3 3 3 3 R R R 06P PLACE 42" BELO GRADE ` � 05 A. BERM R R TYPE 02 - - - 3 3 - - - - W W W I I ?' R W `'� WAHW - - - - - _ DET 03 - 3 3 3 - -- - -- - — I 15j) #5 (T) #5 (T) �...-� LOOP 04 - - - 3 3 3 3 - - oo -� - EX.W - - - -_ -- - -- -- - CABLE 05 - - - 2 2 - - - - 4 - EX.G— EX.G + - —�J� 00 00 Of Q N N N 6J2L > 6J2U 06 - - - 3 3 3 3 3 3 6 ' ' 0 7 - - - 3 3 3 3 N - - 06 6J2 N N ROUTE 6 6 I I I 1' N IMI TO L 6J2U 08 2 2 2 � � � , ,`` • INSTALL R73-5 SIGN �` TYP 6J3U � LIMIT LINE TOTAL - 15 5 22 17 12 12 6 6 _ 410' TO -- -- - ----- 1 PR t I - - - - - - - iv N J1U °i ( • � lI1L lI9U N LIMIT LINE 2 # 9 C 1 1 5J9U 30 15 01 r • •, CONDUIT I 2 3 3 12-3-13.5"1 3' 12.5" 3" 2" 4 t$'-fi0 - - - - - t a - ----- 345+00 iv LIMIT LINE iv 5J9U N SJ1 LEQ • . 05`, 1 I 1 U 1 I 9U 02 & 05 _- - - - -- -- --- ---- - - • NOTE: 11 2I2U &4 2I2L N 205' TO 15' 30' LIMIT LINE 2130 • • o • 02 01 & 06 - - - - 2I2U N 212E N N 213U 1 I II FOOTHILL BOULEVARD — — I • I I I 1 Of NOTES THIS SHEET. 212u N 212E N ---- _ _ 213E 1 _-- - - I I PL CE 42" BELOW GRADE/ I i. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO _ _ • I I 02 & OL STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD i I I - _- W W W PLANS (DATED JAN. '88) AND THE SPECIAL PROVISIONS. - - - - --______ 01 1 04 & 07 020 � I I • NOTE 11 � I I � A.C. BERM EXIST. E.P. 2. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. '`� yy �' �� �""'"'�� 7� 08P — - - - - - - - _ IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT — — _ _ _ 02&OL # 02P ' • I STALL R73-6 SIGN. CONDUCTORS REQUIRED FOR THE INTENDED OPERATION, R R 04P 4 04 _ 07 2 _ P/rEGiivE REMOVE AND SALVAGE ALL EXISTING w w - 3. UNLESS SHOWN OTHERWISE, NEW INDUCTIVE LOOPS SHALL BE 6'x6' WITH 10' N 1 I /� _ _ � 0 SPACING CENTERED IN LANE. NECESSARY STRIPING SHALL BE O - -- TRAFFIC SIGNAL EQUIPMENT. LOCATED PRIOR TO POSITIONING DETECTORS (SEE SHEETS 15 OF 18 AND 5 OF 5). 11�"C & 1-DLC 1 "C & 2-DLC r ABANDON ALL EXISTING LOOPS AND #6 CONCRETE C&G 4. ALL VEHICLE INDICATIONS SHALL BE 12". NOTE 9 TO CONTROLLER CABINET CONDUITS & REMOVE ALL CONDUCTORS- NOTE TRAFFIC SIGNAL REFERENCE PLAN 5. ALL CONDUIT SHALL BE 2" UNLESS SHOWN OTHERWISE. APPROX.C1 .363'RANCE� TO � 4 #6 16' = 1 1 /� `3 08 SHEET 18 OF 18. 6. ALL PULL BOXES SHALL BE #5 UNLESS SHOWN OTHERWISE. SEE SHEET NOTE 7 Z 8J7U 8�7 I N 2"C 2#6 (SIGNAL) �� ■ 7. FURNISH AND INSTALL CALTRANS MODEL 170 CONTROLLER ASSEMBLY IN MODEL 2#10 (LIGHTING) 03 & 08 R W 332 CABINET, 18" ABOVE FINISHED GRADE. DETECTOR SENSOR UNITS, CONFLICT 2#12 (SIGN) r n MONITOR, POWER SUPPLIES, �' QF ESS/ NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. MODEM ISOLATORS & OTHER MISCELLANEOUS & 5#14 (P.E.C.) NOTE 8 I / Q4 0"v, 1 AUXILIARY EQUIPMENT FOR THE OPERATION SHOWN. OPERATIONAL SOFTWARE BY ; i' 1 h �� `� !OH CALTRANS. EXACT LOCATION BY CALTRANS FIELD ENGINEER. 3"C & 3#6 (SERVICE) 315U 3I5L j VAR. 8. INSTALL 120/240 V TYPE III-BF SIGNAL AND LIGHTING SERVICE WITH SCE HANDHOLE A.C. BERM W N0. 42S49 6YTH6 �'rwN CO. THE FOLLOWING CIRCUIT BREAKERS: 1-50A-IP (METERED SIGNALS), SERVICE POINT # �D .=�'° 0 2-30A-2P (UNMETERED LIGHTING), AND 1-15A-IP (METERED ILLUMINATED 0 11' 11 14' CITY (UNDER DESIGN) ,� 1 'Z, / 4' * DESCRIPTION OF REVISION DATE APPV'D SIGNS). CABINET WIRING DIAGRAM PER DETAIL A". LOCATE SERVICE CONCRETE C&G ' ( �,PE I / �lq CIV1�- CABINET A MINIMUM OF 6' FROM CONTROLLER CABINET. R C 9. INSTALL 1-12 PAIR #19 SHIELDED INTERCONNECT CABLE IN 1}�" CONDUIT. PE UNITS-MARK E SEE DUAL PE UNIT W J �! I o z �f �AL�� CITY 0 r RANCHO C U CA M 0 N GA INSTALL #5 PULL BOXES AT 200 FEET MAX. SPACING. SOCKETS--S- FOR SIGNS do -MOUNTING DETAIL �...,. Ef. /�L- FOR LUMINAIRES TRAFFIC SIGNAL PLA N a 10. INSTALL POLE MOUNTED DUAL P.E. CONTROL FOR I.I.S.N.S. AND LUMINAIRE SIGN OR LIGHTING , 319L 3I9L ! oN PER DETAIL "A". AUTO—TEST J SERVICE J FOOTHILL BOULEVARD (SR66) ��TYPE 'r CONDULET _ 1 'C & 2-DLC 3 11. INSTALL OPTICOM MODEL 522 EMERGENCY VEHICLE PRE-EMPTION SWITCH -1 h" m DETECTOR ASSEMBLY FOR THE INDICATED PHASES AS SHOWN ON SIGNAL MAST ARM TO I.I.S.N.S. OR AT PER DETAIL "C" HEREON. SLIP FITTER TO MATCH LUMINAIRES w d TOP OF SIGNAL I R ETIwANDA AVENUE I ^' � z W STANDARD - W 12. ALL VERTICAL FIVE-SECTION SIGNAL INDICATIONS SHALL USE 2 L _ N CONCRETE CURB APPROVED BY DATE TERMINAL COMPARTMENTS FOR ATTACHMENT TO THE POLE AT THE DUAL PE UNIT �_ i 8J6L CONTACTOR ENCLOSURE _ CITY ENGINEER _._ R.C.E. NO. 23889 BOTTOM AND TOP OF THE INDICATION. UPPER TERMINAL MOUNTING DETAIL TYPE ni PHOTOELECTRIC CONTROL WIRING DIAGRAM I -� 11' 11' 14' COMPARTMENT SHALL BE PLACED UPSIDE DOWN. (2 REQUIRED) .f DESIGN BY <.�'�.,,� RECOMMENDED. 1 C & 1-DLC 1'HE -?z A.H. & M.S. I KEITH tia� :o PJ. M 13. DETECTOR DESIGNATIONS FOR ALL PHASES SHALL BE AS DIRECTED BY CALTRANS 11 ' 11 ' VAR. s;-3 �SCAPf7NICT �-• REPRESENTATIVE. DETAIL " A" i •Lfrn sur,vnec DRAWN BY: COMPANIES .rnArrt,+Aa SHEET i7 fre retz _ ON F"I Aw. Q"a Me— CA P&M/]1116.0-0810 CONCRETE C&G C. PREPARED UNDER THE SUPERVISION OF 17 OF 18 o DOTE: SPECIAL PROVISIONS FOR THIS WORK ARE ON FILE 16' i 11 11 8J6U \ ADNAN HINDIYEH RAFFIC ENGINEER IN THE CITY ENGINEER'S OFFICE. i I CHECKED BY: H�y•° of L I } DRAWING NO. R C NO 42255 r A.H. DATE T.E. NO. 1488 / 6 •1S __N,FI r ct '4 -- - - -" - - - -� - - -- ----- - t i • .. - _ _ - O/rT. COVMTt NOW" Manw M.[!t T6 .. . - • ... . . VIII 56d 9 A, 14 19 .. , Se m traffic bw"w. I V Civil IM Lk w k-Un. . 22.5'--•� . ., � ' . - . - - . , . .• •. • . N �.•� i — — — f N S . dA r�B, jd,Qz AB, f 1 82 4 �. g w SSE G e 7. 1 56 - NO le ,A-',/dcfccfors lb be' odisconnected during oBi A` .dcfe'cfors to 6 disconnected ofurir79 �,82 I Z -—- — -- — •_ .—..._. _._. '��r✓ PPB I W s Z S l� !z l Se"c/Jon I ••---- 1 I l ,�4 / + I 1 •� �0• ti• -PP. 8. --; 1 4--L, rL '�7U0/-p� Sts 2 r 1_1 v ,r— I ' SO .r w .. 557 4 i I 350 --- -- ---- `� -- -- - - ---•.. -- -----1 `'fir "C q'"l2 I �Sal - 1 1 — I 1 TP of PvrrisPnr \9 /SAw , ' A-2 r LJ SO' ley L- detec tori 212 V I z ' - N - 5XI U Guard I sts(2) . - I .PPB. �] • ROUTE 9 N '_ Bryk FOOTHILL BLVD. I N Ape 5 94Z X, / '1014 5 12, I _ P.P. ®r6/, 2 ~ 0 ' TYPE 170 _ t . I i Po 1Jo F61-10,� I'n I�E D 'ore a s ;�o�a �e'( in Meld cheliti 3.1 �'�(,, .7G C'� I 'I No TEs . ;• INST'gt~t_Eo to-2C-92 � � � - . , . • . . . s I I NoThT1ONS tN ~13LUEof AS, Foo Nfl . P I 10 FtEI.O 5-24-83 �, /. Th/slo/on is occurote for sl9no/s and /i9htin9 on/y. 2 Insto// sepor'ofc hof /eod to eoch PP. f,3 • _ �I 3 C0/7/7eCt PPP in med/ol to �C detec�or� Cireoll • I cd Sin / % oA/0/7 N - - •� Ft' O 117&ICC Or7?70S Or Sf7 n'1s 2 I I1 Z: AS BUY T CORRECTIOF,S BY uj $I.GNALS- - & LG.4.L6 UQKa s N FES ETIWANDA AVE.' ..'*. QED ��M10H,y r o _ SCALE' I = 20 �'. c' II . . �, �. 4Astl L o- • 1549 0 O 1 rn c° Cr E><p.;- �� DESCRIPTION OF REVISION DATE CITY APPV'D CIVIL jf CITY OF RANCHO CUCAMONGA Of CALIF 0 TRAFFIC SIGNAL- L REFERENCE PLAN !FOOTHILL BOULEVARD (SR66) 3 AT REMOVECn AN SALVAGE A EXISTING AND GE LLE S G Q- W TRAFFIC SIGNAL EQUIPMENT. ETI ANDA AVENUE m APPROVED BY DATE ABANDON ALL EXISTING LOOPS AND CITY ENGINEER' R.C.E. NO.24953 N CONDUITS REMOVE ACONDUCTORS. DESIGN BY: RECOMMENDED: CO DU S & LL j, oµx/M TI 1 L •�i�c�tNr/vnc /VBL/C.OXAT F ' M.S. �I KEITH 4M4KRK �t �^ } COMPANIES .w��....,K DRAWN BY; ` •rn/,r.rr.ru E'HEET etn•rt,. ~ b!t Mh(U Iw_L1M.Mw CA lM7f/f/,M/0-OIPO I `1 C'C PREPARED UNDER THB SUPBRV/S/ON Of OF f O . ADNAN HIN IYEH TRAFFIC ENGINEER Q { CHECKED BY: Dk4WING N0. H S i� '� � R.C.E. N0. 42255 c (EXP. 3/31/92) r - - - _ —_ --A - - - - g- - - , - � - - _ -- -- - - - . - - . 1 i FOOTHILL BOULEVARD FOOTHILL MARKETPLACE BOUNDARY LINE I , "SIGNAL AHEAD 2 DETAIL 9 26+39.88 ETIWANDA AVE. I3 (50' O.C.) ® ECR r� 2 DETAIL 38 343+42.46 FOOTHILL BLVD. zz SCALE, >,' 40' S 2 DETAIL 21 2 DETAIL 21 I 7 I (50 L.F.) (50 L.F.) 3 I \ SEE SIGNING & STRIPING PLAN FOOTHILL MARKETPLACE O DETAIL 9 FOOTHILL MARKETPLACE ., \ i PARCEL 13724 SERVICE ACCESS POIN ACCESS POINT 3 12 WHITE I SHEET 15 BY 4 R18-2.1 0� THE KEITH COMPANIES E R26 ) 4 R18-2.1 R26(S) 1140. 64' T-58' JOIN EXIST. STRIPING 4 SNS (2 EA) 4 R26(b) 2 DETAIL 38 12': NEW CURB RETURN NEW A.C. + 315' TAPER 0 45:1 la 7.5' 17.5 7 17.5' 17.5 ;/w 2 DETAIL 22 25' off c�lT- 1 RKERS BERM 00 R 0 R26(S) R26 S R - NEW A.C. BERM w r!XIST. C&G w (100' O.C.) - - l 4 R26(n) Z r-- - - - - - - E 4" WHITE wa! 4 R ZR • • "' 10' � w Iia 4 w ly- Q h?=' - -N - - - - tD 3 �- 170' �. $ rrn > Wµ •-•� — — — — — — — — — — M14T4' � - - - - - - - — - - - y — � — �o3 12" WHITE °' _ • 3 ZR �' b 4<"�+R�+CN�Hl7'E (TR,4NS. 22 TO1Z' 20 N 8 3 � � 1� 3 � � 165' 25 � •�' 3 � 80' � 3 20 17 --- - -- - - - 260' 3 12" WHITE r N o c� c� -J to W - - - - 200' 200' _ Q � 2 DETAIL 38 4" vYHMff 3 12" WHITE `-'� - - - - - - - - - - - - - - - - W Q _ > o RxCs 4 - - P�nrr 60 20DETAIL 40A -'�- - - m z > - (10 O.C.) - - l- iv 3 R W > 5 R2(45) R R -� NEW C&G 4 R26(S) w 2 DETAIL 22 W N • 7 DETAIL 22 4 R26(S) 4 R18-2.1 � � � I NEW A.C. BERM L1J = ¢ X;G 2 DETAIL 38 R O i R 2 DETAIL 278 5 R3(45) 0 2 DETAIL 22 (515 L.F.) E (� NEw C&G 4 R 18-2.1 wl (s W 4 W81 (L) 3 64' 2 DETAIL 38 U R26(S) 2 DETAIL 22 4 R26(S) 12' �-- 04 R18-2.1 7 4 TYPE "L" MARKER NEW A.C. BERM NEW CURB 58' 5 R20B (3 TONS) x �} 5 R1 5 SNS (2 EA) RETURN ' Q (2 EA.) PER CITY DETAIL 32 " 5 W41 STD. PLAN 406 4 R35 10 4 R26(S) sglGNf.� AUEAo"3 C 4- TYPE "L" MARKERS L 3012 WHITE 3 STOP" 0 # R26(B) CHESTNUT AVE. 4 R26(S) � 400' NORTN 6 FZ66 TRUCK ROUTE \ I 7 A0 *WK /N///TE' 1 s- - 0 E E R26 E R26 7 DETAIL 29 E R26 ACCESS ROAD ER w EXIST. C&G 2 (30L 32 00 L F? ) �r d9+N-H1- SCALE 1' m 40' uo oo oo NNt04 �F Erl St* - - - - - - - - - - - - - - - - - - - - - - - - - STRIPING r---, r - 8 r n V ! - - - - - - - _ - - - — — — — — — — JOIN EXIST. r— - — — — — - C- - - - -200- - - - - - - - W M STRIPING - - - -� - - - - - - - - -o 7 Q - - - - - - - -� � - - -G/ Z 00 r- \ W - I W I 7 R w 7 EXIST. C&G 7 6 W8 E R26 x nrsrrr � E R26 NEW C&G 'b 1 9 ►'V74(LT.) 6 TYPE "L" (4 EA.) �- 2' Q GENERAL NOTES : 7 DETAIL 27A 4 R19-2.1 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION PRIVATE DRIVE THEREOF SHALL CONFORM TO THE CALTRANS SIGN SPECIFICATIONS, TRAFFIC MANUAL, AND MAINTENANCE MANUAL. 2 NON- PERFORATEDDUONISTRDUTSPOST AND ANCHOR SLEEVES IGNS SHALL BE INSTALLED SEXCEPT AS NOTED. NOTES THIS SHEET, SIGN POSTS SHALL BE 2"x2" AND OF SUFFICIENT LENGTH TO EXTEND FROM THE TOP OF THE SIGN(S) TO BETWEEN 6 AND 8 INCHES INTO THE ANCHOR SLEEVE AND PROVIDE 7 FEET OF CLEARANCE BETWEEN FE] EXISTING TO REMAIN FINISHED GRADE AND THE BOTTOM OF THE SIGN(S). THE ANCHOR SLEEVE SHALL EXTEND 1 TO 2 INCHES ABOVE FINISHED GRADE AND SHALL BE 2%4" x 2%4" BY 30" LONG. POST SHALL BE ATTACHED TO O ALL WORK SHALL CONFORM TO LATEST CALTRANS TRAFFIC MANUAL, THE ANCHOR SLEEVE UTILIZING UNISTRUT CORNER BOLTS OR TWO UNISTRUT JAN. 1 STANDARD SPECIFICATIONS AND STANDARD PLANS, AND DRIVE RIVETS AT RIGHT ANGLES TO EACH OTHER. ATTACH SIGNS TO THE SPECIAL AL PROVISIONS. POST USING THE DRIVE RIVETS OR OTHER CITY APPROVED TECHNIQUES. O PAINT TRAFFIC STRIPING PER CALTRANS STANDARD PLANS A20 (A-C). Q RrweE9 5e 5TR/R/nl0 TDADO 1W.Z LAtVE 7-g /°4,e, 3. PAINTING PROCEDURES FOR STRIPING AND PAVEMENT MARKINGS AND PAVEMENT MARKERS SHALL 30PAINT TRAFFIC LEGEND OR ARROW PER CALTRANS STANDARD PLANS DESCRIPTION OF REVISION DATE CITY CONFORM TO THE STANDARD SPECIFICATIONS FOR_PUBLI-C _WORKS A24 (A-D). ALL RIGHT OR LEFT ARROWS SHALL BE TYPE IV APPV'D CONSTRUCTION, 1991 EDITION UNLESS NOTED OTHERWISE. CITY O F RANCHO C U C A M O N GA AND THE FOLLOWING PROVISIONS: a. PAINT, PAVEMENT MARKINGS AND ALL DETAILS AND DIMENSIONS FOR 04 FURNISH AND INSTALL NEW SIGN(S) (AND POST IF APPLICABLE) AS NOTED. TRAFFIC STRIPES AND MARKINGS SHALL CONFORM TO CALTRANS 05 RELOCATE EXISTING SIGN(S) TO NEW POST OR STREET LIGHT AND TRAFFIC SIGNING & STRIPING PLAN STANDARD SPECIFICATIONS, TRAFFIC MANUAL AND MAINTENANCE REMOVE EXISTING POST AS NOTED. MANUAL UNLESS OTHERWISE NOTED. PAVEMENT LEGENDS SHALL Q, CONFORM TO CITY OF RANCHO CUCAMONGA'S MAINTENANCE STENCILS. 06 REMOVE AND SALVAGE EXISTING SIGN(S) AND POST(S) AS NOTED. �_° b. EXISTING TRAFFIC STRIPES AND MARKINGS THAT DO NOT CONFORM TO ETIWANDA AVENUE THE PLANS SHALL BE REMOVED BY WET SANDBLASTING. 07 SANDBLAST EXISTING STRIPING, ARROWS, OR LEGENDS. REMOVE CONFLICTING RAISED PAVEMENT MARKERS. c. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS O SANDBLAST CONFLICTING STRIPING WITHIN INTERSECTION DEFINED BY QROfESS/0N FOR ALL STRIPING AND MARKINGS AND SHALL BE RESPONSIBLE FOR NEW CROSSWALKS OR LIMIT LINE. k� ql�, APPROVED BY DATE/� OFETHEO CITYTENESS ENGINEERD ACCURACY THEREOF TO THE SATISFACTION y� H M. Hly 'yCITY ENGINEER, R.C*PKWI7 �4c355 O ALL STRIPING SHALL INCLUDE RAISED PAVEMENT MARKERS PER CITY �; OF RANCHO CUCAMONGA STANDARD DRAWING N0. 407, EXCEPT 4, No, m DESIGN BY ,-: h1IE :cw W RECOMMENDED; N d. SPOTTING SHALL BE COMPLETED AND APPROVED PRIOR TO REMOVAL 42255 z I• !h0/N6r/e OF ANY EXISTING STRIPES. EXISTING STRIPES AND MARKINGS SHALL BE ON EDGELINES. M.S. L', KEITH " `rc:�"� ieew REMOVED PRIOR TO PAINTING NEW ONES, BUT IN NO CASE SHALL ANY "' E«p -L�- �t � Rl . ® RA/n/T ¢ BROKEA/wyl rE PER R.C$TO. /33 DRAA N BY: I, ""° �_��` i = COMPANIES •r;R,hF: SHEE1 SECTION OF STREET BE LEFT WITHOUT PROPER STRIPING FOR MORE 4pal ZW,.d*,,,A, .�. G,WN/»:M.o-OW � THAN 24 HOURS, OR OVER WEEKENDS OR HOLIDAYS. /! vA/NT 8"x3'BROKEN I'Wfl/TF PER CALTRA#6 DET. 376 l,�l \,�P C.C./KLT PREPARED UNDER THE SUPERVISION Of 6 OF 6 o f OF CAL\FO NAN HINDIYE TRAFFIC ENGINEER Q CHECKED BY: . w.� DRAWING No. R.C.E. N0. 42255 - / A.H. DATE {Z- 13 - 9 l (EXP. 3/31/92) FOOTHILL BOULEVARD FOOTHILL MARKETPLACE ! BOUNDARY LINE "SIGNAL AHEAD` i (50' O.C.) ® ECR 3 2 DETAIL 9 J 26+39.88 ETIWANDA AVE. INSTALL NEW 343+42.46 FOOTHILL BLVD. 4 ' - SGAL.E i C 2 DETAIL 38 2 DETAIL 21 2 DETAIL 2.1 LL I EXIST R/W SIGNAL POLE E R1$-2.1 (50 L.F.) ) F- I SIGNING & STRIPING PLAN , f. (50 L.F. N 3 INTERIM SEE SIGN, E DETAIL 38 FOOTHILL MARRETPLAC O DETAIL 9 2 w FOOTHILL MARKETPLACE „ _w A.C. BERM \ FOR PARCEL 13724 � SERVICE ACCESS P01 �'3 ACCESS POINT 3 12" WHITE 3 I EX. PO SHEET 15 BY z� zZ 4 R18-2.i t0� THE KEITH COMPANIES O E E R26 -TYPE VI(R) az 4 Rib-2. 1 ao R26(S) OLE TO C ES r--- w� 4 a 64' S8' REMEXIST DRAINAGE INLET. RELOCATED 'IN MST. S`i'RIPIn 19 4 SNS (2 EA) Q- r 2 DETAIL 3B 4 R26(b)a 1 3 2 N W R RETURN w E CURB z u� 3 12" WHITEN W A 17. 17 � 17.5' 17,5 f-- NM.tcrc.E�t°�'S A.C R 4 R26 S w R TYPE VI(R) o eT 25 4• v�rHRt wfTN vv TAPER 138:1 �e B }--. { ) 5 � 4 W1 1 R) ---� v' ( ) w 2 DETAIL 22 �T 25' o+� c W A.C. BERM w EXIST. C&G _ 3 R26�S w (f aG O.C.) �— — — — _ 4 R26 p �-- — — — g — _ — — — f PROPOSED R/W ( ) Z r-1 � E 4' WHITE Wm4I 4 J ! a o f �r �r 1L 4- \ �> j4en EXIST. R/W ; 4 r- < to t!) —� — • $ _ _ _ 0 t--- as 7 4 WH!i E 3 12" WHITE � 3 .- �.. 371 �- 80• CV 8 + • • ' I �� � TMT' • � n, T 20 �" 5 3 TERIM 3 `''" '—""L`'J qp �' 165' 3 12" WHITE R r 0 • . " N (V W zoa' � w ? '71NfiiTE PAINT - TAIL 4 A W — -� -+ - --��_ ` - -- — — — — � � iL 38 `� .�' 6a' � � __- _ EXIST. CURB ► s' ti�� - .. _ .. - _. _ -. M __._. ( a' 0,C. ' --`- 4" WHITE PAINT i 3 R r '` , ; "� -� 5 R2(4�j) _ NEW C&G ` •EPLACE EX }.� 4 R26(S) 2 bi — 4 R26(S _- -. 1" ° , LN w EXIST. R.W. 7 ETAtL 22 W 4 ;� L/ — 2 DETAIL 38 R O — t � R \\ 2 DETAIL 278 ) 5 R3 45 `�-'R!8-2 1 OLE E A.C. BERM 515 LF. E r � Z �� ( ) � W�IIi.NE11i---- 2 DETAIL 22 � ) V ! NEW C&G 4 R 18-2.1 W (s �W 4 W81 (L) RIM A C BERM 3 �' SIGNA 64' / 2 ML 36 U R26(S) \ 2 DETAIL 22 4 R26(S) INTERIM 12' F�btE L" f"" 0 R18-2.1 7 NEW A.C. OEC - NEW CURB 58, EX. POWER 5 R20E3 (3 TONS) 2 DETAIL 37 4 TYPE "C' MARKER 5 R1 5 SNS (2 EA} (2 EA.) PER CITY RETURN LPOfL�'TO 2 DETAIL 32 �> >� OW41 • 4 R35 `RMATN i4 R26{S) "�IGW/►t- �12" WHITE 3 STOPSTD. PLAN #406 �''� 1 4- TYPE "L" MARKERS C 4 R2.6 S R26(5) � EXIST RAIN go' Np�t"►� 3 CHESTNUT AVE, ( � . DRAINAGE INLET C' TRUCK j EXIST. SIGNAL POLE 6 R66 ROUTE \ WTERIM f EXIST. R/W n.c. BERM BOLD INFORMATION TO BE CONSTRUCTED � PROPOSED R/W/ ONLY ON ETIWANDA AVENUE, INTERIM - CONDITION. I t I 1 - E 4" SOLID WHITE O E 41R26 E R26 7 DETAIL 29 E R26 ACCESS ROAD e--- `�� u- + s E R EXIST. C&G 2 DETAIL 32 2 4" WHITLco w — rn 3 — (330 L.F.) (REPAINT) Z �t ( JOIN EXIST. _ ....,..+... s C w b STRIPING W SCALE I o_0 IN = 1 _ oo Q .— _ — - - -- -- - - -r - - - - - - .-- - - - - - - - - - - - - _.,, _ —� — _. - - - - - - - - - ... � .._JOIN EXIS v� I- W T T U) r - a r y � •. y y �� -f STPIPING ma lim Im ma r _ _ _ �_ __ __ _ _ _ _ . o - - - 0 - - - - - - - - L.LJ 2 U(1' a' > EXIST. URB * W Ld J L EXIST. C&G C7) 1 :, g R2G = CI) �R26 2 DETAIL 9 w ��JW81 E R26 NEW C&G C..� 4 rv74(1-7) 6 TYPE .,L„ (4 EA.) �---- 2 DETAIL 37 Q Ai O A 7 DETAIL 27A 4 Rte-2.1 GENERAL NOTES: 1 . ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION PRIVATE DRIVE THEREOF SHALL CONFORM TO THE CALTRANS SIGN SPECIFICATIONS, TRAFFIC MANL�AL, AND MAINTENANCE MANUAL. 2. NEW AND RELOCATED SIGNS SHALL BE INSTALLED USING GREEN NON- PERFORATED UNISTRUT POST AND ANCHOR SLEEVES EXCEPT AS NOTED. NOTES THIS SHEET:OES S E , S E SIGN POSTS SHALL BE 2x2" AND OF SUFFICIENT N LENGTH T EXTEND LE G O E E D FROM THE TOP OF THE SIGN(S) TO BETWEEN 6 AND 8 INCHES INTO THE ANCHOR SLEEVE AND PROVIDE 7 FEET OF CLEARANCE BETWEEN U EXISTING TO REMAIN FINISHED GRADE AND THE BOTTOM OF THE SIGN(S). THE ANCHOR i f vRD H A X I i Co SLEEVE S EXTEND 1 T INCHES FINISHED Ll E E D ABOVE NI 0 2 C ES BOE ,RA AN •.a S ED C OE D DRAWING SFiAtt BE 2%" x 2%" BY 30" LONG, POST SMALL BE ATTACHED TO o ALL WORK SHALL CONFORM. TO LATEST CALTRANS TRAFFIC MANUAL, THE ANCHOR SLEEVE UTILIZING UNISTRUT CORNER BOLTS OR TWO UNISTRUT JAN. 1988 STANDARD SPECIFICATIONS AND STANDARD PLANS, AND DRIVE RIVETS AT RIGHT ANGLES TO EACH OTHER. ATTACH SIGNS TO THE SPECIAL PROVISIONS. POST USING THE DRIVE RIVETS OR OTHER CITY APPROVED TECHNIQUES. 2 PAINT TRAFFIC STRIPING PER CALTRANS STANDARD PLANS A20 A-C . 3. PAINTING PROCEDURES FOR STRIPING AND PAVEMENT MARKINGS AND PAVEMENT MARKERS SHALL 03 PAINT TRAFFIC EGEND OR ARROW PER CALTRANS STANDARD PLANS CITY CONFORM TO THE STANDARD SPEDFIQATIONS ,FOR PU$UC -WORKS DESCRIPTION OF REVISION DATE CONSTRUCTION, 1991 EDITION _ _ _ A24 (A-D). ALL RIGHT OR LEFT ARROWS SHALL BE TYPE IV APPV'D AND THE FOLLOWING PROVISIONS: UNLESS NOTED OTHERWISE. CITY O F RANCHO C U C A M 0 N GA 4 FURNISH AND INSTALL NEW SIGNS AND POST IF APPLICABL A NOTED. T / // QS E S 0 ED SIGN(S) ) PAI P I ) a NT, PAVEMENT MARKINGS AND ALL DETAILS AND DIMENSIONS FOR Q TRAFFIC STRIPES AND MARKINGS SHALL CONFORM TO ALTRAN 05 RELOCATE EXISTING SIGN(S) TO NEW POST OR STREET LIGHT AND TRAFFIC SIGNING & STRIPING PLAN MANILA SPECIFICATIONS, TRAFFIC #±IAN�JA AND MAINNAI REMOVE EXISTING POST AS NOTED. ,f_;:_:` t ANAL UNLESS OTHERWISE NOTED P:AVEtrMENT LEGENDS SHALL CONFORM TO CITY OF RANCHO CUCAMONGA`S MAINTENANCE STENCILS. p 06 REMOVE AND SALVAGE EXISTING SIGN(S) AND POST(S) AS NOTE t, cD b. EXISTING TRAFFIC STRIPES AND MARKINGS THAT DO NOT CONFORM TO 07 SANDBLAST EXISTING STRIPING, ARROWS, OR LEGENDS. REMOVE CONFLI TING ETIWANDA AVENUE � H PLANS SHALL BE REMOVED BY WET SANDBLASTING. RAISED PAVEMENT MARKERS. INTERIM PHASE 1 x c. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ALL STRIPING AND MARKINGS AND SHALL BE RESPONSIBLE FOR 08SANDBLAST CONFLICTING STRIPING WITHIN INTERSECTION DEFINED BY {� NEW CROSSWALKS OR LIMIT LINE. APPROVED BY DATE;; T THE COMPLETENESS AND ACCURACY THEREOF TO THE SATiSFACT10N CITY ENGINEER: - R.G.E. .: Z4953 $� m OF THE CITY ENGINEER, 0 ALL STRIPING SHALL INCLUDE RAISED PAVEMENT MARKERS PER CITY d. SPOTTING SHALL BE COMPLETED AND APPROVED PRIOR TO REMOVAL OF RANCHO CUCAMONGA STANDARD DRAWING NO. 407, EXCEPT DESIGN Br -J THE P RECOMMENDED; ON EDGELINES. M.S. I' •`"°k"""'"` OF ANY EXISTING STRIPES. EXISTING STRIPES AND MARKINGS SHALL BE I KEITH ,' � .' REMOVED PRIOR TO PAINTING NEW ONES, BUT IN NO CASE SHALL ANY DRAWN BY: {i COMPANIES SHEET r ` SECTION OF STREET BE LEFT WITHOUT PROPER STRIPING FOR MORE _�- ,...,...,,,.,..a......�,,.,. .�.o=a,M, THAN 24 HOURS, OR OVER WEEKENDS OR HOLIDAYS. C.C./KLT PREPARED UNDER THE SUPERVISION OF 46 OF 6 •�gNar, H�r{�irEr TRAFFIC ENGINEER Q CHECKED BY: �». MPJ _" o^ ORAVWNG N0. kc) R.C.E. N0. 42255 A.H. f DATE Exp. 3/-31/92) —S