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HomeMy WebLinkAbout1838-S CRASH CUSHION, SAND FILLED, WEIGHT AS SHOWN ARCHIBALD AVENUE SEE CALTRANS NSP A81A FOR r ADDITIONAL DETAILS 3.9 3.9 .0 _ xw (13') (13') (10') ' 0.6 i Z : 320kg 640kg = (2 ) 1.2 w (41 O C) � a C 14 � o w � b _ _ N � _ STAGE I _; ; _ 320kg 640kg < 6. 096 ( 20 ' ) ARCHIBALD AVENUE 46 47 o U 3. 353 ( I 1 ' ) _ O 21 27B 304&a10 ' ) A ARLINE 320kg 640kgcr w -i . 3. 353 •( I I ' ) .... Zw ( I 2 ' ) CO ow 6. 096 ( 20 ' ) 3. 658 ( 1 2 ' ) - F J w 1-0 2 m _I w MIN C-2 3 .1_ I,.. _C_2 I W 5 7 �_L T ) _ _--- ------,-� _ 4 - - - = V) �- CRASH CUSHION SECTION A - A TYPE- V1 ARROW, 1 70 1 70 Z AT 10 m SPACING, 43 Q ARRAY DETAIL i = I 3 AT 30 m SPACING 42 °C -' ` 4' 1 27B %' 24 TOTAL LI-ILLJ X = I t W Ln 43 AT 5 m SPACING , 3. 803 LT - -- IV 7. 010 LT w � 17 TOTAL " AR " 28 + 74 . 054 PRC " AR " 27 + 33 . 647 EC END TAPER AT I 0 m SPACING, 43 7. 010 LT ( LT EDGEL I NE ) 6 TOTAL " AR " 28 + 30. 000 EC 43. 743 LT AT 5 m SPACING, 43 w AT 10 m SPACING, 5 TOTAL 46 47 j 43 AT 5 m SPACING, 7 TOTAL 0. 606 LT . 524 RT " AR ' 26+ 82 . 824 PRC z 6 TOTAL AR " 26 + 32 . 000 BC ` w _ I ' ' 28 41 " AR " 29+ 18 . 108 EC 00 21 41 46 47 21 41 a A 2I 41 41 28 1 21 41 + it R/W - i 40 + 46 '47 R/W 0-) = N N I- " cr ARCH I BALD AVENUE R= 304. 8 ( I 000 _) 3. 962 ( 13 ' ) a 3. 962 ( 1 3 ' ) W44 � Q A= 9 35 55Q R= 304 . 8 ( 1000 " ) 3. 658 ( 1 2 ' ) . .. ,.. ........................... U-1 'L=9° 35 ' 55 " 11 - __ - - 3. 658 ( I 2 ' > +/-W6• -�. .W57 ( RT ) .W44 ., . W57 (RT ).. - > w W44 ..... PER -i .. .......... .,........ 30 " AR " LINE w O W44 10• I TA 0 I TAP •••• •• C30 -' °° z 3. 658 ( I 2 ' ) } W57 ( LT ) r� ER �, R= 304 . 8 ( I 000 ' ). •• z m a - . ............ ....•. ...... D= 80 18 ' 37 " R= 304 . 8 ( 1000' ) J w w J } FW44 C30 + / + 0=8° 18 ' 37 " w X--- = W I _ r -- --_-- -- _ . - f_- ---- --------- _ - _ (n U W6 ( 30) _ _ - - - - - - Q R/W w 40 46 47 46 47 R/W Q Z 46 47 40 A i 43 AT 10 m SPACING, � __j AT 5 m SPACING, 44 O 27B 41 5 TOTAL � W 27B 41 10 TOTAL 43 j SEE DETAIL w I a o 45 J 45 (ARRAY TS I I ) LEGEND O �- w ( ARRAY TS I I ) 45 HEREON + o 4 _� CONSTRUCTION AREA Qoz0:� v N w w - TEMPORARY PAVEMENT DELINEATION DETAIL z NO' (PAINT ) jAT 10 m SPAC I NG, -1 42 TYPE VI ARROW, 7 TOTAL w w 1 3 AT 30 m SPACING w ( E ) EXISTING PER PREVIOUS STAGE 1 70 1 70177-77-7771/11 -- 47 QLIJ 1 ( CHANGE OF PAVEMENT DELINEATION DETAIL 0 21 4 1 + I Q0 RSV o CID ! >X> I FAS-FLASHING ARROW SIGN TYPE A + _ 0') - 1--TRAFF t f✓_- LANE cv _ 4 C21 ICI i C23 X CD .3....9 62 ( I 3 ' ) /.' ARCHIBALD AVENUE y ......••••• EXISTING STRIPING TO BE REMOVED j -* kvww/ 10%, w = 3. 048 ( 10 ' ) i W57 (RT ) + " AR " L I NE _ o w 3. 353 ( 1 1 ' ) mz 0. 610 - a - 6. 096 ( 20 , ) ( 2 ' ) w = C 14 N DESCRIPTION OF REVISION CITY -- -----------_----___ ___--_----- ------------ o. DATE U -_ Z J APPROVED Q R/W l a CITY OF RANCHO CUCAMONGA pFESS � CONSTRUCTION NOTES I Z i ARCHIBALD AVENUE Q�° Q oSCALE I : 500 LEMON AVENUE STORM DRAIN 40 TYPE III BARRICADE 46 REMOVE THERMOPLASTId TRAFFIC STRIPE � M.A. KRAMAN i TRAFFIC HANDLING PLAN Na, 44030rn 4 I TEMPORARY TRAFFIC STRIPE (PAINT) 47 REMOVE PAVEMENT MARKER STAGE 1 Exp. 6-30-05 ARCHIBALD AVENUE q CIVIL 42 TEMPORARY PAVEMENT MARKING (PAINT ) STA 24 +00. 0 TO STA 31 +00. 0 OF CALF APPROVED BY 43 CHANNEL I ZER ( SURFACE MOUNTED ) CITY ENGINEER DATE c R.C.E. NO. 24953 X UNDERGROUND SERVICE ALERT 44 TEMPORARY RAILING (TYPE K ) DESIGN PLANS PREPARFrf = RECOMMENDED V L K ! ° MOFF'ATT NICHOL bit '� E N G I NEERS N o Call: TOLL FREE45 TEMPORARY CRASH CUSHION MODULE DRAWN 415 N. Vineyard Ave, Suite 200 SHEET I 1-800 MSN TTe l . (909) a937-01 25 lifornia 9I 764 15 OF 29 N w 422-4133 ALL D I MENS I ONS ARE I N CHECKED Fax. (909) 937-01 99 DRAWING NO. N METERS UNLESS OTHERWISE SHOWN. VL KR.C.E. NO. 4403 y�y TWO W"IM OOYS OEFOW YOU OIG �- - I S V O J FILE N0. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I ARCHIBALD AVENUE 0.6 .9 3.9 (2') (131 (131 - w X 1.2 ' I ' AIT 10 m SPACING. a3 (4') Z ( 18 TOTAL w 0 I - 0 STAGE 2j (E )_ N ---- TYPE VI ARROW = Il 6. 096 ( 20 ' ) 3 AT 30 m SPAC I NG 42 ARCHIBALD AVENUE J 27B 2I 3. 353 ( 1 1 ' ) Q _ 3. 048 ( 10' ) W57 (RT )t OAR" L 1 NE . 65 3. 353 `( 1 1 ` ) ,_ __ � __�__ _ w w _ z ( 12 ' m ) 6. 096 ( 20 ' ) - --------------------- -J w LIJ 2 -------------------- D - 4 U I; z SECTION A - A < t 1 7 1 7 0 z 4I 2I a I 1 0 LLJ LJ x = Ln w A111- c\j + (� F— lt7wJ 1 . 524 LT 45 SEE DETAIL , STAGE I C\1100 ' AR " 26 + 32. 005 BC 1 . 524 RT 4 . 572 RT w 4. 572 RT 0. 457 RT 3. 658 LT " AR " 29+ 29. 829 EC ' AR " 26+ 74 , 998 PRCJ " AR " 27 + 1 7 . 996 EC j " ARI" 28 + 30. 000 BC " AR " 28 +79. 9 1 5 PRC END TAPER 40 END TAPER ( LT EDGELINE ) 46 47 W ( RT EDGELINE ) 40 44 A 0 41 27B 41 i qp AT 10 m PACING, 1 27B 41 + iR/W 28 46 47 43 7 TOTAL + (D R/W a) = tV y 4 4 W i N 6 7 W6 ( 30) w R= 304 . 8 ( 1000 ' ) ARCHIBALD AVENUE __ o W44 E Q A= 8° 06 ' 35 ' R= 304 . 8 ( 1 000 ' )t +' ., '+ Y #� C30 a - � 3. 658 ( 2 � > w C 3 0 E ..... .. ... 1N5'7 tR`1') 0= 8 06 35 t 1 T W44 W " AR LINE . T o R • I _ •qq• " w o Z W57 (RT ) f w Q - E F ... --- 3.:.G58 .F.1.2.� .}......... ......3.. •6.58.{..1.2.%.� .�. ........... ............. ... R= 304. 8 ( 1000 ' ) z m J w J W44 44 W I � r x a 3. 962 ( I 3 ' ) � � A=9025 ' 31 " x--- _ I ( 2 I ) W6 ( 30 ) RQ_ 304 8 ( I _ . U f-- R/W F- Q R/W 45 (ARRAY TSI0 2I 4I AT 10 m SPACING, 4 47 A 43 41 21 AT 5 m SPACING ' 41 21 0 i 43 AT 5 m SPACING, 6 TOTAL 17 TOTAL 43 ! w I 18 TOTAL AT 10 m SPACING, 43 J w ' 5 TOTAL (ARRAY TS 1 1 ) 45 z - - LEGEND ww QLn UJI o CONSTRUCTION AREA rn AT 10 m SPACING, o TEMPORARY PAVEMENT DELINEATION DETAIL I 143 12 TOTAL n w j uj No. (PAINT ) 170 170 TYPE VI ARROW IOf w 0 I 27B 41 46 47 42 3 AT 30 m SPACING' ' (E ) j EXISTING PER PREVIOUS STAGE I W I V 0') CHANGE OF PAVEMENT DELINEATION DETAIL cv W 5 7 ( L T ) ( E ) _ (E .__ .._� _E. _---- _-_ e .--- __�_,_-__- .�_ -- -- FAS-FLASHING ARROW SIGN TYPE A _ W57 ( LT ) x _ � ' )*-- /0 - - 0 Of .. ... 3. 658 ( 1 2 ) � TRAFFIC LANE a 3. 353 ( 1 1 ' ) ARCHIBALD AVENUE . w = 3. 048 ( 10 ' ) " AR " LINE ••.•..••••• EXISTING STRIPING TO BE REMOVED ow 3. 353 ( 1 1 ' ) _ Z 6. 096 ( 201 ) uj J _ w _ --__-----_------___--- -- No. DESCRIPTION OF REVISION DATE CITY APPROVED Q R/W �_ ____ _-____.__ _.__ ._- ___------__--_-.__- _ z CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES Q ARCHIBALD AVENUE �o Q�OFESS'oNgl ' j m SCALE 1 : 500 �P �y 40 TYPE III BARRICADE 46 REMOVE THERMOPLASTId TRAFFIC STRIPE LEMON AVENUE STORM DRAIN � M.A. KRAMAN � TRAFFIC HANDLING PLAN r 41 TEMPORARY TRAFFIC STRIPE (PAINT ) 47 REMOVE PAVEMENT MARKER No. 44030 m STAGE 2 � Exp. 6-30-05 � clviL 42 TEMPORARY PAVEMENT MARKING ( PAINT ) STA 24 +OO44 ARCHIBALD OTO STA 31 +00. 0 CAE( APPROVED BY 43 CHANNELIZER ( SURFACE MOUNTED ) CITY ENGINEER ,� DATE X UNDERGROUND SERVICE ALERT R.C.E. NO. 24953 44 TEMPORARY RAILING (TYPE K ) DESIGN PLANS PREP AR BY- RECOMMENDED Call: TOLL FREE V L K ` MOFP'ATT IVICHOL o - 45 TEMPORARY CRASH CUSHION MODULE , � � E N c l N E E R S chi o DRAWN 415 N. Vineyard Ave. Suite 200 SHE ET V, 1-800 MSN On+arlo, California 91764 N 10 Tel . (909) 937-0125 1 6 OF 2 9 422-4133 ALL DIMENSIONS ARE IN Fax. (909) 937-01 99 N cr METERS UNLESS OTHERWISE SHOWN. CHECKED DRAWING No. a TWO WDWTM DAYS SEFOW YW MG VL K __ __ R.C.E. N0. 4403 /S3 S FILE N0. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS l I I I 1 I I I 1 BANYAN STREET MOTES : X LOCATION OF CONSTRUCTION AREA SIGNS SHOWN ARE - - - - -- - - -- - APPROXIMATE. EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER. W J z _ - _ w? _ z 2 . FLAGGERS MAY BE USED ON LOCAL ROADS WHEN DEEMED BANYAN STREET - Q - NECESSARY TO ASSIST IN SAFE TRAFFIC FLOW. w _ w z w O > Q _ _ > -j Q J Q LIJ J ~ APRICOT AVENUE _ 0 w -_ - w 7 2 4 a 5 4 3 - LEMON AVENUE 9 z 4 - 3 4 9 7 J ORANGE AVENUE _ z _ _ w 10 - _ w > _ x--- w Q r _ _ w JUNIOR HIGH SCHOOL ALTA LOMA DRIVE o v _ _ Q rz _ _ 7 8 - HIGHLAND AVENUE - 8 - 7 8 HIGHLAND AVENUE _ _ - LEGEND ROAD CLOSED - X SIGN NUMBER - x _. SIGN LOCATION LEMON ST041M DRAIN 2150 mm X 850 mm LEMON AVE ROAD LIOUR ROAD ROAD C5 DLIOU ., CLOSED ( LT ) No. DESCRIPTION OF REVISION DATE O S E D CLOSED APPCITY ROVED 150 CAP CITY OF RANCHO CUCAMONGA �pFESS SON O �`Fy 2 1 5 0 mm X 850 mm 2 1 5 0 mm X 850 mm LEMON AVENUE STORM DRAIN y M.A. KRAMAN c CONSTRUCTION AREA SIGNS W No. 44030 rn z LEMON AVE LEMON AVE STAGE 1 Exp. 6-30-05 MOUNT ABOVE TYPE III BARRICADE .4,-e CIVIL TEMPORARY RAILING ( TYPE K ) WITH SIGNS PLACE _ C5 OFCA`I � HEIGHT TO TOP OF SIGN PANEL = 1 . 35 m 7 TOTAL ACROSS DETOUR UE I OUR ( RT ) APPROVED BY LEMON AVENUE _ CITY ENGINEER DATE L1. G� R.C.E. NO. 24953 X UNDERGROUND SERVICE ALERT 150 CAP 1 50 CAP DESIGN PLANS PREPAREID BY- RECOMMENDED O 9 VLK bo,IF MOFFATT & NICHOL N Z 0 % E N G I N E E R S p Call: TOLL FREE O I - C2 , I - 05 ( R T ) 2 - C 2 DRAWN 4 1 5 N. Vineyard Ave, Suite 200 SHEET 01 v, J E 1-800 4 - TYPE N - 3 MARKER O 4 - TYPE N - 3 MARKER SPECIAL MESSAGE SIGNS FSS On ar (9o.09)a937o01�ia 91764 17 OF 29 N w 25 422-4133 ALL DIMENSIONS ARE IN Fax. (909) 937-0199 CV cr METERS UNLESS OTHERWISE SHOWN. CHECKED DRAWING N0. Two W0"K G DAYS SEFOW YDu MG VLK ---- R.C.E. NO. 4403 I g 3 8O _j FILE N0. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I i BANYAN STREET - - _ NOTES : X - _ - 1 LOCATION OF CONSTRUCTION AREA SIGNS SHOWN ARE APPROXIMATE . EXACT LOCATIONS WILL BE DETERMINED w w BY THE ENGINEER. � z J _ w _ _� . Q _ - _ z BANYAN STREET 2 . FLAGGERS MAY BE USED ON LOCAL ROADS WHEN DEEMED - _ NECESSARY TO ASSIST IN SAFE TRAFFIC FLOW. . Uj _ . a' z _ w _ z V) z _ -- a o > - w J _. Q _ _ > _ w w _ . ... . .. ... �F- - J LJ APRICOT AVENUE _ _ X LLJ z _ > 5 (E _ (E) (E) ( E ) 6 - . LEMON AVENUE ( E) ( E ) (E ) ( E ) -- _._ z ORANGE AVENUE % E) - w _ w o m X--- w - _ a - - wSCHOOL JUNIOR HIGH ALTA LOMA DRIVE _ - (E ) (E) (E ) _ ( E) H I GIALANO AVENUE ' _ { (E HIGHLAND _ AVENUE - _ LEGEND _ ROAD CLOSED X SIGN NUMBER X SIGN LOCATION LEMON STORM DRAIN 2150 mm X 850 mm ( E ) EXISTING PER LEMON AVE PRIOR STAGE DL '] UR ROAD ROAD ROAD I E C5 CLOSED ` c D L I CSU F� CLOSED CLOSED L_ O S E D - ( L T ) No. DESCRIPTION OF REVISION DATE APPCITY ROVED 15o CAP CITY OF RANCHO CUCAMONGA Q�pFESS /Oti O �< LEMON AVENUE STORM DRAIN Q 2150 mm X 850 mm 2150 mm X 850 mm h M.A. KRAMAN i CONSTRUCTION AREA SIGNS uJ No, 44030 LEMON AVE LEMON AVE STAGE 2 Exp. 6-30-05 MOUNT ABOVE TYPE III BARRICADE "4 CIVIL TEMPORARY RAILING ( TYPE K ) WITH SIGNS PLACE C5 � CALF \ HEIGHT TO TOP OF SIGN PANEL = 1 . 35 m 7 TOTAL ACROSS DETOUR UE1 OUR ( RT ) APPROVED BY LEMON AVENUE CITY ENGINEER DATE L R.C.E. NO. 24953 150 CAP 1 50 CAP DESIGN PLANS PREPAREb BY, RECOMMENDED x UNDERGROUND SERVICE ALERT Q9 VLK - MOFFATT & NICHOL N Z 0 -: E N G I N E E R S p Call: TOLL FREE O I - C29 I - 05 ( L T ) 2 - C 2 DRAWN 4 1 5 N. Vineyard Ave, Suite 200 SHEET OI J 1-800 4 - TYPE N - 3 MARKER O 4 - TYPE N - 3 MARKER SPECIAL MESSAGE SIGNS FSS Ontario, California 91764 I N W Tel . (909) 937-0125 8 OF 29 422-4133 ALL DIMENSIONS ARE IN CHECKED Fax. (909) 937-0199 DRAWING R.C.E. N0. 4403 NO. N METERS UNLESS OTHERWISE SHOWN. / � g _ � Two woaun+o oars eFFor+� YOU MGVLK FILE NO. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I 1 1 1 I I I 1 BANYAN STREET NOTES : x _ -LOCATION OF CONSTRUCTION AREA SIGNS SHOWN ARE APPROXIMATE. EXACT LOCATIONS WILL BE DETERMINED _ w uj w - BY THE ENGINEER . � Ld - z BANYAN STREET 2. FLAGGERS MAY BE USED ON LOCAL ROADS WHEN DEEMED NECESSARY TO ASSIST IN SAFE TRAFFIC FLOW. w _ _ _ a _ _ z _ uj z _ z O a __ w _ } _ _ Q _ Q _ W W _ - Q' W - - - _ APRICOT AVENUE . cn X _ w z uj w _ > 7 2 (E ) LEMON AVENUE z W_1111 6 w 9 cn Z Juj ORANGE AVENUE w' - z 0 w m _ v w . a _ : - - ALTA LOMA DRIVE _ w - _ ._ - - - r JUNIOR HIGH SCHOOL _ (E % (E) H -6NLAND - AVENUE 7 _ HIGHLAND AVENUE LEGEND ROAD CLOSED - O X SIGN NUMBER X - - - - SIGN LOCATION LEMON STORM DRAIN 2150 mm X 850 mm (E ) EXISTING PER pim LEMON AVE PRIOR STAGE DLI OU ROAD ROAD ROAD CUT C5 CLOSED CLOSED CLOSED DLI ( LT ) CITY No. DESCRIPTION OF REVISION DATE APPROVED 150 CAP CITY OF RANCHO CUCAMONGA �pFESS /0 O 2 1 5 0 mm X 850 mm 2 1 5 0 mm X 850 mm LEMON AVENUE STORM DRA/N H M.A. KRAMAN i CONSTRUCTION AREA SIGNS uJ No. 4a03o TYPE III BARRICADE TYPE III BARRICADE LEMON AVE LEMON AVE STAGE 3 Exp, 6-30-05 WITH SIGNS PLACE WITH SIGNS PLACE , sT4 CIVIL \N, 7 TOTAL ACROSS 7 TOTAL ACROSS 'IleDETOUR UE10 U^F c5 of CAL+ LEMON AVENUE LEMON AVENUE { RT ) APPROVED BY CITY ENGINEER DATE R.C.E. NO. 24953 x UNDERGROUND SERVICE ALERT I 5 0 CAP 1 5 0 CAP DESIGN PLANS PREPARED BYi RECOMMENDED O8 9 V L K MO"ATT & NICHOL N Z' I - C2 , I - 05 ( LT ) 2 — C2 O , �, E N G I N E E R S 0 Call: TOLL FREE �j 6 DRAWN 4 1 5 N. V I neyord Ave. Su 1 to 200 SHEET I V, O 4 - TYPE N - 3 MARKER 4 - TYPE N - 3 MARKER I _ 1-800 SPECIAL MESSAGE SIGNS FSS On+or (909)o937o0125 91764 19 OF 29 N W 422-4133 ALL DIMENSIONS ARE IN Fax. (909) 937-0199 N CHECKED DRAWING NO. I F TWO VOWM �, �F �a oi� METERS UNLESS OTHERWISE SHOWN. VL K R.C.E. NO. 4403 /g 3 $ `� FILE NO. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS BANYAN STREET NOTES: X I LOCATION OF CONSTRUCTION AREA SIGNS SHOWN ARE �- APPROXIMATE . EXACT LOCATIONS WILL BE DETERMINED Ld w - J - _ BY THE ENGINEER . Z _ - - w QLn z BANYAN STREET 2 . FLAGGERS MAY BE USED ONLOCALROADS WHEN DEEMED _ NECESSARY TO ASSIST IN SAFE TRAFFIC FLOW. C) w z . _ z o _ > _ > - J W _ . Q - - - APRICOT AVENUE - cr- x 4 4 _ w - - - _ 5 4 ( E ) ( E ) (E) _ ( E ) (E ) 6 LEMON AVENUE 6 l 4 ( E ( E ) _ � ( E _ - E ( E _ - w E ) - w ORANGE AVENUE - - z w - _ Q w z °D 72 _ cn 'w - _ JUNIOR HIGH SCHOOL - ALTA LOMA DRIVE - {E (E) - H I GHLAN 0- -_ AVENUE (E _ HIGHLAND AVENUE LEGEND - _ _ ROAD CLOSED SIGN NUMBER X _ __._ - -_ - _ - _ _ " � SIGN LOCATION LEMON STORM DRAIN (E ) EXISTING PER PRIOR STAGE ROAD ROAD 1 E ROAD ROAD CLOSED CLOSED CLOSED CLOSED No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA �O Q�pfESS/pN l 4 LEMON AVENUE STORM DRAIN M.A. KRAMAN CONSTRUCTION AREA SIGNS � Z No. 44030 z TYPE I I I BARRICADE TYPE III BARRICADE STAGE 4 Exp. 6-30-05 WITH SIGNS PLACE WITH SIGNS PLACE ,y4 CIVIL \� 5 TOTAL ACROSS 7 TOTAL ACROSS � OF CALI KLUSMAN AVENUE LEMON AVENUE APPROVED BY CITY ENGINEER G DATE X UNDERGROUND SERVICE ALERT R.C.E. NO. 24953 DESIGN PLANS PREPA D BY- RECOMMENDED 2 - C2 2 - C2 hf�--IW o V L K MOP'PATT 1vICHOL E N G I N E E R S N Call: TOLL FRE 5 6 DRAWN 4 15 N. V 1 neyard Ave. Su 1 to 200 SHEET N 1-800 4 - TYPE N - 3 MARKER 4 - TYPE N - 3 MARKER Ontario, California 91764 ' > FSS Tel . (909) 937-0125 20 OF 29 (V —1 L I L L Fox. (909) 937-0199 N cr 422-4133 ALL DIMENSIONS ARE I N F METERS UNLESS OTHERWISE SHOWN. CHECKED DRAWING N0. � Q Two YQIK]NG d1r5 BEFORE rou oic VLK _--- -..____ R.C.E. N0. 4403 8 3 O J FILE NO. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I CONSTRUCTION AREA SIGNS ( STAGE 1 ) CONSTRUCTION AREA SIGNS ( STAGE 3 ) X WOOD POST NO OF POST WOOD NO OF POST SIGN SIGN PANEL SIZE POST • NO OF SIGN SIGN PANEL SIZE POST NO. CODE (mm) LENGTH S I Z SIGNS REMARKS N0. LENGTH SIZE N0. OF S IREMARKS (mm) ( mm ) ONE TWO CODE (mm) LE(�) (mm ) ONE TWO SIGNS GNS POST POST POST POST O C19 900 x 900 5500 89 X 89 ✓ 2 10 C19 900 x 900 5500 89 X 89 1 O2 CI 900 x 900 5000 89 X 89 ✓ 2 O2 CI 900 x 900 5000 89 X 89 ✓ 1 O3 C7 750 x 450 4200 89 X 89 ✓ 2 O3 C7 750 x 450 4200 89 X 89 ✓ 1 O4 C3A 1525 x 750 4200 89 X 89 ✓ 4 O C2, C5 900 x 600 2 MOUNT SIGN ON BARRICADES 1200 x 450 AS SHOWN 5 O C2, C5 900 x 600 2 MOUNT SIGN ON TEMP RAILING 6 2 -C2 900 x 600 2 MOUNT SIGN ON BARRICADES 1200 x 450 (TYPE K ) AS SHOWN O AS SHOWN O6 2-C2 900 x 600 2 MOUNT SIGN ON BARRICADES O SPECCSIAL 2150 x 850 4800 140 X 140 / 2 O SPECC5IAL 2150 x 850 4800 140 X 140 / 5 O SPECIAL 2150 x 850 4800 140 X 140 / 1 X O SPECSIAL 2150 x 850 4800 140 X 140 / 4 O SPECC I AL 2150 x 850 4800 140 X 140 / 4 10 R41 COVER DURING THIS STAGE II R18- 2 COVER DURING THIS STAGE CONSTRUCTION AREA SIGNS ( STAGE 2 ) CONSTRUCTION AREA SIGNS ( STAGE 4 ) WOOD POST POST NO OF POST WOOD NO OF POST SIGN SIGN PANEL SIZE POST • NO OF SIGN SIGN PANEL SIZE ZE X--- NO. CODE (mm) LENGTH S I Z E S IGNS REMARKS NO. CODE (mm) LENGTH S I Z E( mm ) ONE TWO SIGNS' F REMARKS { mm ) ONE TWO (mm) POST POST (mm) POST POST O5 C2, C5 900 x 600 2 MOUNT SIGN ON TEMP RAILING 04 C3A 1525 x 750 4200 89 X 89 ✓ 6 1200 x 450 (TYPE K ) AS SHOWN 6 2-C2 900 x 600 2 MOUNT SIGN ON BARRICADES 5 2-C2 900 x 600 4 MOUNT SIGN ON BARRICADES O O AS SHOWN AS SHOWN O SPECCSIAL 2150 x 850 4800 140 X 140 / 1 O6 2 -C2 900 x 600 4 MOUNT SIGN ON BARRICADES AS WN TRAFFIC HANDLING PLAN SIGNS ( STAGE 1 ) TRAFFIC HANDLING PLAN SIGNS ( STAGE 2 ) WOOD POST NO OF POST WOOD POST NO OF POST SIGN PANEL SIZE POST NO. OF SIGN PANEL SIZE POST NO. OF CODE (mm) LENGTH ( mm ) ONE TWO SIGNS CODE (mm) LENGTH ( mm) ONE TWO SIGNS (mm) POST POST (mm) POST POST W57 ( LT ) 1200 x 600 5500 89 x 89 ✓ 3 W57 ( LT ) 1200 x 600 5500 89 x 89 ✓ 3 WI 900 x 900 5000 89 x 89 ✓ 2 WI 900 x 900 5000 89 x 89 ✓ 2 W6 ( 30) 750 x 750 4200 89 x 89 ✓ 2 W6 ( 30 ) 750 x 750 4200 89 x 89 2 W44 1200 x 1200 5500 89 x 89 ✓ 5 W44 1200 x 1200 5500 89 x 89 ✓ 5 C30 750 x 750 5500 89 x 89 ✓ 2 C30 750 x 750 5500 89 x 89 ✓ 2 W57 ( RT ) 1200 x 600 5000 89 x 89 ✓ 3 W57 (RT ) 1200 x 600 5000 89 x 89 ✓ 3 C23 750 x 750 5500 89 x 89 ✓ 2 C23 750 x 750 5500 89 x 89 ✓ 2 CITY No. DESCRIPTION OF REVISION DATE APPROVED CI 900 x 900 5500 89 x 89 ✓ 2 CI 900 x 900 5500 89 x 89 ✓ 2 C 2 1 900 x 900 5500 89 x 89 ✓ 2 C2I 900 x 900 5500 89 x 89 ✓ 2 CITY OF RANCHO CUCAMONGA QapfESS1OA C 14 1200 x 600 5000 89 x 89 / 2 C 14 1200 x 600 5000 89 x 89 ✓ 2 LEMON AVENUE STORM DRAIN M.A. KRAMAN CONSTRUCTION AREA SIGNS � rn - i No. 44030 mQUANTITIES Exp. 6-30-05 ,y CIVIL 4 OF CALI APPROVED BY CITY ENGINEER DATEG� x UNDERGROUND SERVICE ALERT R.C.E. N0. 24953 DESIGN PLANS PREPARt6 BY, RECOMMENDED V L K MOFFATT & NICHOL Call: TOLL FREE E N G I N E E R S N zd DRAWN 415 N. Vineyard Ave. Suite 200 SHEE1 01 V) M 4228003 FSS OntTel . (909)a937-0125 ia 91764 21 OF 29 N ul ALL D I MENS I ONS ARE I N CHECKED Fax. (909) 937-01 99 DRAWING NO. METERS UNLESS OTHERWISE SHOWN. FILE N0. Two von�ct►� oars eeFor rau MG L K R.C.E. N0. 4403 J? 8 O FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I " ARM" 1 1 + 37. 631 EC BK = " AR " 24 +03 . 1 345 POT AHD - - = LnzV) 1 9 ' Z - f Brox 51 32 w 1 , - _ N ; N O / 6. 096 ( 20 ' ) ARCHIBALD BALD = w _ AVENUE Cr cn n 'r' "AR" LINE 3. 353 ( I I ' ) - - - - - - - - - - - - Q -J LLI351 ( l 1 CID N C3 6. 096 0 ' ) .; Ln I - Z �-- a f JIJ X 84.0 (275') 45.0 45.0 TAPER (150') (150') N 15.0 30.0 30.0 15.0 n (50 ) (100 ) (1001) (50') `j 300 mm w 53 300 mm WHITE + Z' z 9 51 O 54 N 51 9 51 32 22 51 WHITE 53 � : 100 mm WHITE WITH O O > _ 51 TYPE G MARKER AT 32 51 50 "AHEAD" 50 "SIGNAL' cD + R/W TYPE IV (LT) 50 Q „ 7.32 m ON CENTER + R/W Q 6. 096 ( 20 " ) - - _ _ ARCHIBALD 3. 962 ( 13 " ) _ AVENUE _ _ 3_962 ( 1 3 ' ) _ _ - _ 120 ''� -- Q J 353 ( I I ' ) 3. 353 ( 1 1 ' ) 3. 353 ( 1 1 ' ) ( 40 ' ) - - m ° o w 3. 048 ( 10 ' } 3. 048 _____ ____ 3. 048 ( 1 0 ' ) 0. 6 1 0 ( 2 ' ) - w o °Q° z 3_353 ( 11 ' ) I . 0 a _ _ _ _ _ _ r _ 3s353 ( I I � ) �- 10 ( 2 ) - - - 3_048 ( 10 ' ) - - - - - - - pr-) a.- - zm w 6. 096 ( 20 ' ) ( 40 ' ) ( I I , ) 6. 096 ( 20 ' ) �? v � cQ - J w X___ w 4. 877 ( 16 ' } -t ao �; ? w V) = - = N rw z R/W Q R/W o0 22 5I 50 TYPE IV (LT) Q TYPE IV (RT) 50 + 51 38A O. �, 9 51 'SIGNAL" 50 "AHEAD" 50 N w __j 38 52 +' 100 mm WHITE WITH 51 52 -j 50 TYPE IV (LT) TYPE G MARKER AT 38 7.32 m ON CENTER LEGEND " LMW" 4 + 57. 20 I POT = TYPE IV (RT) 50 " AR " 27 + 47 . 393 POT " LME " 4 +57. 201 POT = No. DETAIL NUMBER PER CT STD PLANS A20A THRU A24E " AR " 27 + 72 . 257 POT - - CHANGE IN PAVEMENT DELINEATION DETAIL �z�+ _ w BLUE HYDRANT MARKER, PER NOTE 54 O 9 51 32 51 - - - - rz (.0 oOx F- + Mew O> F- nJ O ^ X CDARCHIBALD AVENUE - 3. 962 ( 13 ' ) - _ N0 ofa 3. 353 ( 11 ' ) w = 1 3. 048 ( 10 ' 10 ( 2 ' ) - Uj m O Q 6. 096 ( 20 ' `- 5 N� 0bi _ w = - v CITY No. DESCRIPTION OF REVISION DATE APPROVED F- Z < <CITY OF RANCHO CUCAMONGA �O Q Rpf Ess /0 CONSTRUCTION NOTES Q LEMON AVENUE STORM DRAIN 50 THERMOPLASTIC PAVEMENT MARKING cnPAVEMENT DELINEATION PLAN M.A. KRAMAN O - i ,,o, 44030 m 5 I I OOmm THERMOPLASTIC TRAFFIC STRIPE ARCHIBALD AVENUE Exp. 6 STA 24 +50. 0 TO STA 30+85. 0 CIVIL am\' 52 200mm THERMOPLASTIC TRAFFIC STRIPE OF' CAL I ARCHIBALD AVENUE APPROVED BY 53 300mm THERMOPLASTIC TRAFFIC STRIPE CITY ENGINEER DATE14& G` X UNDERGROUND SERVICE ALERT SCALE 1 : 500 R.C.E. NO. 24953 DESIGN PLANS PREPARED` BYR RECOMMENDED 54 PAVEMENT MARKER ( RETROREFLECTIVE ) o V L Kr , MOFP'ATT & NICHOL N z Call: TOLL FREE E N G I N E E R S 0 DRAWN 415N. Vineyard Ave, Suite 200 SHEET 0 1-800 Ontario, California 91764 N > 422-4133 ALL D I MENS I ONS ARE I N CHECKED Fax. (909) 937-0199 DRAWING NO. N METERS UNLESS OTHERWISE SHOWN. VLK R.C.E. NO. 4403 3 S O a TWO WORKING DAYS WFOW YOU DIG FILE N0. 9 J FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I { I X LEGEND 1 No. DETAIL NUMBER PER CT STD PLANS A20A THRU A24E CHANGE IN PAVEMENT DELINEATION DETAIL V BLUE HYDRANT MARKER, PER NOTE 54 X 1 - I 1 W Z W J STOP 300 mm WHITE 53 w Y C, + " LMW" 4 +57. 201 POT 8. 0 20. 0 z 15. 0 " AR " 27 + 74 . 393 POT ( 60 ' ) ( 65 ' ) j ( 50 ' ) Uj Z o z (n a 300 mm WHITE 53 `" > 53 300 mm WH I TE 5 I 100 mm SOLID YELLOW X-WALK : }- --- X-WALK + p X X--- w --3w -IL LEMON AVENUE 6.706 (22') " LMW' LINE 3. 353 ( i I ' ) 0. 9 14 ( 3 ' ) 1 . 524 ( 5 ' )� LEM AVENUE ----� o w ' r 61-MEN LINE 6.706 (22') - _ o _ F I Q 54 " SIGNAL ' S0 51 22 ; " " 52 38 Q 5 I I AHEAD 50 TYPE I V (LT ) 50 V y 54 m 100 mm SOLID YELLOW 51 J 53 300 mm WHITE 36. 0 ( 120 ' ) 27 . 0 ( 90' ) 30. 0 — LME 4 +57. 201 POT = W-a " TAPER REVERSE CURVE ( 1 00 ' ) U=v- " AR " 27 + 72. 257 POT 50 " STOP " Q " LMW" 6 + 26. 308 POT = " KL " 1 + 00. 000 POC X LEMON AVENUE SCALE 1 : 500 No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA �O QROFESS /ON4! CONSTRUCTION NOTES LEMON AVENUE STORM DRAIN y M.A. KRAMAN PAVEMENT DELINEATION PLAN 50 THERMOPLASTIC PAVEMENT MARKING Z w No. 44030 � Exp. 6-30-05 � 51 I OOmm THERMOPLASTIC TRAFFIC STRIPE LEMON AVENUE �4 CIVIL STA 6+ 70. 0 TO STA 4+40. 0 OF CAL 52 200mm THERMOPLASTIC TRAFFIC STRIPE APPROVED BY X CITY ENGINEER C DATE d R.C.E. NO. 4953 UNDERGROUND SERVICE ALERT 53 300mm THERMOPLASTIC TRAFFIC STRIPE DESIGN PLANS PREPARED BYE RECOMMENDED V L K W MO"ATT & NICHOL Call: TOLL FREE 54 PAVEMENT MARKET ( RETROREFLECT I VE ) , _% E N G I N E E R S (\I 0z 415 N. Vineyard Ave, Suite 200 SHEET V) i 1-800 MSN Ontario, California 91764 > OF 29 N w Tel . (909) 937-0125 23 422-4133 ALL DIMENSIONS ARE IN Fax. (909) 937-0199 N �' METERS UNLESS OTHERWISE SHOWN. CHECKED DRAWING N0. �, Qi Ano rOWM DAYS WFOW You DIG VL K —_ R.C.E. NO. 4403 / 8 O < FILE N0. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I 1 I I I I I CONSTRUCTION NOTES : 1 01 - W- 0 r I i t j ❑ ADJUST SIGNAL HEAD TO FIT THE LANE CONFIGURATION OF STAGE 1 . (, '; ; I GENERAL NOTES: 1 . ALL WORK PERFORMED SHALL CONFORM TO THE CALTRANS, STD. SPECIFICATION F2] REMOVE AND STORE EXISTING 3 SECTION SIGNAL ARROW HEAD. INSTALL I l' DATED JULY 1992 AND STD. PLANS DATED JULY 1992 , EXCEPT AS SHOWN IN X 4 SECTION HEAD PER DETAIL A. ( 3 -W THE SPECIAL PROVISIONS. ' ) [ 3] I—DISCONNECT EXISTING LOOP IN PULL BOX° - � I 2. ANY DAMAGE CAUSED BY THE CONTRACTOR ' S OPERATIONS, THE CONTRACTOR SHALL , [-4] RE -PROGRAM EXISTING TYPE 90 CONTROLLER AS NECESSARY TO PERFORM AT HIS/HER EXPENSE , REPAIR OR REPLACE DAMAGED FACILITIES IN A PROMPT AS REQUIRED BY THE TEMPORARY PHASE DIAGRAM. THE CONTRACTOR SHALL MANNER. CONTRACTOR SHALL NOTIFY RESIDENT ENGINEER OF ANY DAMAGE TO CITY MAINTAIN SIGNAL OPERATION AT ALL TIME , DURING CONSTRUCTION. OWNED EQUIPMENT CAUSED BY CONTRACTOR. [5] 0SEPARATE EXISTING LOOPS IN EXISTING PULL BOX AND ASSIGN EXISTING 2 - N - 6 TO TEMP I - N- I 3. VEHICULAR INDICATIONS SHALL BE 300 mm. AND EXISTING 3 - S- 2 TO TEMP 3 - S - 2 . [6] EXISTING LOOP DETECTOR INPUT FILE CODE NAME ( I - S- 2 , 2- 5- 2 , ETC ) INDICATES IF 4. ALL EXISTING CONDUCTORS CAN BE USED TO SATISFY THE ASSIGNMENTS OF� � CONSTRUCTION STAGE I . TEMPORARY DISCONNECTED AT INPUT FILE RACK INSIDE CONTROLLER CABINET. II 5. ALL CALLOUTS WITH PARENTHESES ARE EXISTING. F-7] TEMPORARY COVER EXISTING SIGNAL HEADS. �� , - J 15 I CV F81INSTALL TWO TYPE A LOOPS AS SHOWN ON PLAN , ASSIGN TO INPUT FILE 3 - S - 2. j � v { R34 ) III _ ❑9 SEPARATE AND DISCONNECT EXISTING LOOP IN EXISTING PULL BOX. � ; i i I I !� F101 RE - SPLICE EXISTING LOOP WIRES WITH XI T EXISTING ING DLC AS SHOWN ON PLAN. B 11 Iti 1 13 r - X _ I - R/W A I I 1 -' R/W ----------------- ——————————— ———————————————————————————————————————————————————— ---------------- ----------------------------------------------------------------- r-, ( 06 ) 7 K05 ) TEMP -------------------------------------------------- ----------- ---------- 8 I I �' L ! i I - N- I 9 i TEMP -+-E TEMP 02 96 --- L — J� (�6j) ° r 1 FL�- TEMP 3 - S- 2 ° ° + I' I I I - � ------ ( R 3 4 ) 7 L - 9 I _ S- 2 I I N L J J L — L I ( 1 — N I ) _ J ( 05 )� _ -- --- -- — L J — L — J —-—-—-—-— -- F —I N I ( I , 3 ------------- — — ------------ L 6 6 1 L — J L J oo r 6 I r — � 5 NL - J ' SERVICE POINT X--- "' �_' 14 ( POLE #2374204E ) ' N -I cn A R C H I B A L D AVENUE I I I I I ------------ -- -- --- ------- --------------------------- __ ___ r� _ _ -- - - - - - - --- - - - (.R!' r 4.. -. I_, ._ _ ------------------------------------------------------------------- - - -- - - - -- - - - - - - - - - - - - _ - - - - - - - - - -6 - - - ---------------------------- — — - - , 2Prel / I\ �i --� — L_J - -J•_ _ - - - - _ - _ - �//y� // 6 r �J ( 7C/ ) rel\\\\ i�\ O R/W I \ \ Ti" ( 04 ) ---- 2 ( R 3 4 '�';_� - OP ( TYPE i I I PEC ) R/W r - _ CONSTRUCTION NOTES : ( CONTINUED ) SIC _ L {0 ) ❑ 13 0 LJ rF r � LJ I F11] DISCONNECT EXISTING LOOPS FROM DLC. CONNECT TEMPORARY LOOP TO EXISTING DLC . n12 ALL POLES AND EQUIPMENT ARE EXISTING UNLESS OTHERWISE NOTED. (21- E- 8 ) ; l I F3] COVER EXISTING 08 PEDESTRIAN HEADS. ' I ; w - � I 1 I ( I ALL 300mm n14 PROVIDE SUPPORT AND PROTECTION FOR SIGNAL CONDUIT DURING CONSTRUCTION. I ; z I I ' I I TEMPORARY PHASE DIAGRAM LENSES ❑ GREEN I 1 w — J X F115 TEMPORARY COVER EXISTING SIGN° 2 3 4 I I DETAIL ' A' I � 0 ; I ; .� o- - --fl UNASSIGNED NO SCALE I I1 II I b I ► . I 5 6 7 8 I 1 I I I I I � 1 1 I I i t i NO DESCRIPTION OF REVISION DATE CITY — J APPROVED DISCONNECTED DISCONNECTED UNASSIGNED DISCONNECTED I I ' I CITY OF RANCHO CUCAMONGA I � LEMON AVENUE STORM DRAIN IE o ; I I SIGNAL AND LIGHTING s5,o ARCHIBALD AVE AND LEMON AVE p oRONALD R. `nc TEMPORARY STAGE 1 y FROMKNECHT i I I I I � N,. C 45704 l i i I I Exp.12-31-02 APPROVED BY CIVIL CITY ENGINEER DATE 4�- X UNDERGROUND SERVICE ALERT j I j j OF CAL1 \' sl7luz R.C.E. N . 24953 1 i II r 1 DESIGN PLANS PREPAR D BY RECOMMENDED I OR L — J i t i R R F f pL AND ABSOC/ATEs, me N o Call: TOLL FREE i I ; ( I - E - 8 ( ' DRAWN 10 CORPORATE PARK, SUITE 310 SHEET O – 1-800 ' IRVINE,CA 92606 1 0 422-4133 E V T Tel.f949J 252-1688 26 of 29 °O ui ALL DIMENSIONS ARE IN CHECKED Fox.(949)252-0088 DRAWING NO. I TWO WORKING DAYS BEFORE YOU DIG METERS UNLESS OTHERWISE SHOWN. RRF R.C.E.N0.C 45TO4 11938 C) -J FILE NO. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I CONSTRUCTION NOTES : ; 01 ; I I I I r I I I I I I 1 I I I ❑I ADJUST SIGNAL HEAD TO FIT THE LANE CONFIGURATION OF STAGE 2. I I L I I I F-2] REMOVE AND STORE EXISTING 3 SECTION SIGNAL ARROW HEAD. INSTALL `� I I GENERAL NOTES = X F3-] RE - SPLICE 4 SECTION HEAD PER DETAIL A. ( 3 -W- 4 ) I . ALL WORK PERFORMED SHALL CONFORM TO THE CALTRANS, STD. SPECIFICATION _ EXISTING LOOP WIRES WITH EXISTING DLC AS SHOWN ON PLAN. F , DATED JULY 1992 AND STD. PLANS DATED JULY 1992 , EXCEPT AS SHOWN IN [-4] RE - PROGRAM EXISTING TYPE 90 CONTROLLER AS NECESSARY TO PERFORM THE SPECIAL PROVISIONS. AS REQUIRED BY THE TEMPORARY PHASE DIAGRAM. I 2. ANY DAMAGE CAUSED BY THE CONTRACTORS ' OPERATIONS, THE CONTRACTOR SHALL , [5] SEPARATE EXISTING LOOPS IN EXISTING PULL BOX AND ASSIGN EXISTING 0 1 AT HIS/HER EXPENSE, REPAIR OR REPLACE DAMAGED FACILITIES IN A PROMPT 3 - S- 2 TO 3 - S - 2. MANNER. CONTRACTOR SHALL NOTIFY RESIDENT ENGINEER OF ANY DAMAGE TO CITY [6] EXISTING LOOP DETECTOR INPUT FILE CODE NAME ( I -N -6, 2 - S- 2 , ETC ) INDICATES OWNED EQUIPMENT CAUSED BY CONTRACTOR. V HIC AR IN ICATIONS SHALL B m TEMPORARY DISCONNECTED AT INPUT FILE RACK INSIDE CONTROLLER CABINET. 3. E UL D E 300 m. [7] INSTALL TWO TYPE A LOOPS AS SHOWN ON PLAN, ASSIGN TO INPUT FILE I - N - 1 . 1 18 4 . ALL EXISTING CONDUCTORS CAN BE USED TO SATISFY THE ASSIGNMENTS OF CONNECT NEW DLC TO CONTROLLER. N18 ( R34 ) CONSTRUCTION STAGE 2 . [_8] REMOVE AND STORE EXISTING SIGN R - 34 . INSTALL NEW SIGN R34 - 2 . 5. ALL CALLOUTS WITH PARENTHESES ARE EXISTING. r ; I 6. SALVAGE AND REUSE R96 SIGNS FOR TEMPORARY STAGE 2. [-9] ALL POLES AND EQUIPMENT ARE EXISTING UNLESS OTHERWISE NOTED. I [1-0] THE TRAFFIC SIGNAL SHALL BE CONSTRUCTED PER SHEET 28 OF 29 tC 12 FOLLOWING THE COMPLETION OF THIS STAGE. R O 0 R/W ---------------- ( 08 ) I 13 k 08 t7 ) ---------------------------------------------------------------- ( 06 >^���� �y� ' 6 , '�X 19 --,\\\�J \ _ ---_----_----_--- ---_----_--- --- ---_---------r---------------------------------------- ----- --- - -- - - - - - - - -- - - - - -- - -- -- - - - - - - - - - - - - � I( 8 ,l - - - - -- ; / - -z - - - - - L_JLl ----------------- ----- --------------- ------ ------------ _ - _• _ _ _ _ _ _ -- _ -_ �- _- -- -_- -- _- -- - ---------------------------------- -- ------ ----- --0-6-4 - - .- - " ( �6 ) - - ---------------------------------------------------------------------------------- ---------- AB Ag I�p L — J r r —t-[ ( o r — I AB I - j L 11 AB Iv CL �( R 4 ) L - J i r I ( I - S- 5 ) r — � r I — � _ r — r r I 10 II-r- ItI I I I I I I I ( I - N - I ) L L _ J L _ J L J L — J L — J — J r — _ -- — — ----- -- - ----- - --- — AB 6 AB L - J I 12 ��EI6 1 3 i TEMP 2-N- I -- -- - TEMP 06 -- I I L - � L - J L J X___ ( R34 ) 8 ( 2 ) t ARCH I BALD AVENUE N II � 5 r � r - � 1 1 I ` I 96 7 TEMP06 ----------------------------------------------------------------------------------------------------- ------- -------- ----------------- 6--- -- -------� lCt2�– �– – - r - - - -- - - -- - -- -- - - --- - --- ------ , � --- 13 ( 04 ) N I\ Fes, % --� _1---- =l- - - - - - - - - -- _ f (0 1 ) --- E. �P� E SERVICE POINT ---------------- ( POLE #2374204E ) R/W j SIC ---------------- --------------------------------------------- �� , --=I ( 0�4 ) , -------------------- 2 � ,',� R/W _i �' - r — ( TYPE III PEC ) G 12 ,� �! -�1 / F CONSTRUCTION NOTES : ( CONTINUED ) — O R DISCONNECT EXISTING LOOPS FROM DLC. CONNECT TEMPORARY LOOP TO EXISTING DLC . 0[11] LJ [12] COVER EXISTING 08 PEDESTRIAN HEADS. 1 , I 17 I I � ; � ; I — J , I ❑ I1 1 I ( I I [13] TEMPORARY COVER EXISTING SIGNAL HEADS. I ( R34 ) I I I I , I I ALL 300mm 14 PROVIDE SUPPORT AND PROTECTION FOR SIGNAL CONDUIT DURING CONSTRUCTION. ; I � - �. . I LENSES 00 GREEN F15] SEPARATE AND DISCONNECT EXISTING LOOP IN EXISTING PULL BOX. � I ' I , Ld , I I TEMPORARY PHASE DIAGRAM X F116 REMOVE TEMPORARY 4 SECTION HEAD REINSTALL ORIGINAL 3 SECTION LEFT ARROW HEADS. N � I 2 3 4 [17] TEMPORARY COVER EXISTING SIGN. I ► I o- - -fl Q DETAIL ' A' I I I I I I [18] REMOVE TEMPORARY SIGN COVER. ' ' ' NO SCALE I I � l i � I UNASSIGNED [F9] REMOVE R96 SIGN . I w 5 6 7 8 I ► I I I I ' w - I l i I I i f i NO DESCRIPTION OF REVISION DATE CITY QL _ J , I APPROVED DISCONNECTED DISCONNECTED UNASSIGNED I o J i i CITY OF RANCHO CUCAMONGA I I ( I I ' o W U)� ' I LEMON AVENUE STORM DRAIN I F— I I V) 1 I SIGNAL AND LIGHTING l i E 0va E ��N I ; LC) ALD R. ARCHIBALD AVE AND LEMON AVE I U FROMKNECHT = c 45704 TEMPORARY STAGE 2 , Ezp.12-31-02 CIVIL c���Pd . I I I S-1-710Z APPROVED BY CITY ENGINEER DATE R.C.E. NO. 24953 X UNDERGROUND SERVICE ALERT I IJ I DESIGN PLANS PREPARED BY RECOMMENDED I I I r 7 I I 1 o I I I I RRF f PL AMD A SSOCIA TES, /NC N z Call: TOLL FREE i i L J I i DRAWN 10 CORPORATE PARK, SUITE 310 SHEET 01 - 1-800 ' I ' ( I E 8 I ' EVT IRVINE, 27 29 00 w CA 92606 422-4133 ALL DIMENSIONS ARE IN Tel.(949)252-1688 OF — w CHECKED Fox.(949)252-0088 DRAWING NO. I TWO WORKING DAYS BEFORE YOU DIG METERS UNLESS OTHERWISE SHOWN. RRF R.C.E.NO.C 45704 8 3 8 O J FILE NO. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I Iii -W- 4 ; I CONSTRUCTION NOTES : GENERAL NOTES: ( II/2 " C ) f DLC I ;, II r J A`�j� ❑I ADJUST S I GNAL HEAD TO F I T THE F I NAL LANE CONF I GURAT I ON. I L I I I i I ° ALL WORK PERFORMED SHALL CONFORM TO THE CALTRANS, STD. SPECIFICATION ' F21 OA REMOVE TEMPORARY 4 SECTION HEAD, REINSTALL ORIGINAL x DATED JULY 1992 AND STD. PLANS DATED JULY 1992, EXCEPT AS SHOWN IN .� I 3 SECTION LEFT ARROW HEAD. THE SPECIAL PROVISIONS. Q 3 -W - 4 [31REMOVE AND SALVAGE TEMPORARY SIGN R34 - 2 , REINSTALL ORIGINAL SIGN R- 34 . 2. ANY DAMAGE CAUSED BY THE CONTRACTORS ' OPERATIONS, THE CONTRACTOR SHALL , AT HIS/HER EXPENSE, REPAIR OR REPLACE DAMAGED FACILITIES. CONTRACTOR co o _® MODIFY EXISTING TYPE 90 CONTROLLER AS NECESSARY SHALL NOTIFY RESIDENT ENGINEER WITHIN 48 HOURS OF ANY DAMAGE TO CITY OWNED — Q� TO FUNCTION AS REQUIRED BY THE PHASE DIAGRAM° U EQUIPMENT CAUSED BY CONTRACTOR. E o F51 CONNECT DLC IN PULL BOX. 3° VEHICULAR INDICATIONS SHALL BE 300mm ( 1211 ) ° [61 EXISTING CONDUIT AND CONDUCTORS TO BE PROTECTED IN-PLACE 4 . ALL CALLOUTS WITH PARENTHESES ARE EXISTING. ( 11/2 " C ) IDLC '� I , ° 2F-7] EXISTING POWER POLE TO BE PROTECTED IN-PLACE . 5° REMOVE R96 SIGNS FROM NORTH LEG OF INTERSECTION. I I 6. CHANGE ALL PED HEADS TO LED MODULES. [A] EXISTING TYPE III - BF SERVICE CABINET TO REMAIN. � I N 7. CHANGE ALL PED PUSH BUTTONS TO ADA TYPE. 9 LOOP DETECTORS SHALL BE 1 . 8mX1 ° 8m ( 6 ' X6 ' ) FOR LANES MORE THAN II ' WIDE. I � 8. REMOVE ALL TEMPORARY SIGNAL AND SIGN COVERS. ` ; ! FOR 10 ' WIDE LANE, USE 1 . 8mX I . 5m ( 6 ' X5 ' ) LOOPS. CENTER THE LOOPS I3 ; 3 IN THE TRAVELED WAY. I © IlDSI ` C 1 0 ALL POLES AND EQUIPMENT ARE EXISTING UNLESS OTHERWISE NOTED. I 4 [1-1] INSTALL EVP ( FURNISHED BY THE CITY ) PER DETAIL SHOWN. R/W 0 A ,) 0 4 ( 11/2 " C ) I DLC Zr I �, R/W „ H ( I I/2 " C ) IDLC 5 f—i ---------------- ------------- - „ ` ' I2 X :�; �' ( 8 )�' - ----------------------------- ---------------- ---------------------------------------------------------------- --------13------ 6 E� ��y v ) )� \ _ _ _ _ _----_--------_----_----_--- ---_----_----------z--_----_---_--------- ---------- - -- -- - -----'--- ----`----'- - - - --- - __ L_J - - ( CD8 ! 0� SC r , - - -- - - � 1 L J _ _ ___ _ __ _ _ _ -_ _- - - - - - - - - - - - --_ -_- - - - - - __ _- ------------------------------------------------------41----------------------------- ---------- " ( 06 ) ( R3 ) i-. r� 12 I I r� E M IQo - L — J 30 ' 1 5 ' 1 I 0 , --{-E ( 0 6 ) ' z E Lr, Ln ° 70m ( 230 ' ) TO , - 2 - S - 5 11 2 - r� -_ CROSSWALK L o ( R34 ) 1T I S 5 01 ' --- 2 - N - I o I - N - 1 E o 2 05 c�, i , 7 m ( 230 ' ) TO - c� F ,I 1 0 ' I - ' E - , Imo— Ln CROSSWALK - I 1 i 1 i O 2 , (n - IL AB c\j X--- L — — AB ( 02 ) AB 7 LnAB 1 5 o ARCHIBALD AVENUE E ° Lc) Qo L — J L J --- ------- -- --------- ----------------------------------------------------- ---------------------------------------- II __ _ _ ( 02 ) _ ------41 ( 6 ) n — � - - - - -- - ---- - 41 L ------------- ( ) ( 0 11 ) E 6R w _ , Ji , / I I I 4, � F-�J T. 0 7 ) , � 8 -------- ----- - --------- R/W O � _ - 6 P CONSTRUCTION NOTES : ( CONTINUED ) _ 0 ( 2 " C, 3 #8 , 2 # 1 0, 2 # 1 2 , 12 RESET POLE ON NEW FOUNDATION AT EXISTING LOCATION. LJ I I I ( II/2 n C ) IDLC © \ ool I i 2# 12 , PEC ) 13 REMOVE EXISTING PULL BOX . INSTALL TYPE 6E PULL BOX 5 8 � wl ; , ( TYPE III PEC ) AT NEW GRADE. 7 1 II w I I 6 PHASE DIAGRAM EVP DETECTOR (CITY SUPPLIED) I x Q { i ( I 2 3 4Bill .,- � � o o- - -0 FUTUREw I MASTARM MOUNTING CLAMP ' I --j IO (PELCO NO. AB-0155-L 5 6 7 g 2 ' ; ! ; __-- _ -- --- OR AB-0132-L ) 4 I ' I I I I NO DESCRIPTION OF REVISION DATE CITY - a --fl I i I i I APPROVED MASTARM CITY OF RANCHO CUCAMONGA FUTURE 00 Q ; j I PREEMPTION SIGNAL DETECTOR LEMON AVENUE STORM DRAIN I I -- U) ; NO SCALE 0 SIGNAL AND LIGHTING i E o i I c 11/2 C ) I DLC �- RONALD R. Fc ARCHIBALD AVE AND LEMON AVE I I I I I I h FROMKNECHT LnZ ' ; ; �, C 45704 LOCATION 1 I I I I ? I ( I ExD,12-31-02 CIVIL OF CALF\ Sl7kz APPROVED BY CITY ENGINEER C ll t f( R.C.E. N . 24953 x ' UNDERGROUND SERVICE ALERT I I I ri I RE DESIGN PLANS PREPA ED BY RECOMMENDED ` I i i ( J i R R F FPL AND ABSOC/ATES, me N SHEET Call: TOLL FREE IDRAWN 10 CORPORATE PARK, SUITE 310 O o L — J '1-800 IRVINE CA 92606 >1 - E - 8i VT Tel.f94912521688 28 OF 29 00 422-4133 - - CHECKED Fax.(949)252-0088 DRAWING N0. I TWO MORKIMG DAYS BEFORE YOU DIG RRFR.C.E.NO.C 45704 (n FILE N0. /838 o a FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I V I I i i xDETECTOR SCHEDULE CONDUCTOR AND CONDUIT SCHEDULE AWG OR CONDUCTOR RUN I 2 3 4 A6 7 8 SENSOR CONTROLLER CABLE � A A O DETECTOR NOTES 01 VEHICLE 3 3 3 6 3 3 3 3 NO. CHANNEL INPUT 2 VEHICLE 3 3 �8( FUT. 3 ) VEH I CLE 3 3 3 I I - 5 - 2 ( 2 ) 2 04 VEHICLE 3 3 3 3 05 VEHICLE 3 3 2 I - N - 6 ( 2 ) 6 06 VEHICLE 3 3 3 32 1 2 - S - 2 ( 4 ) 10 04( FUT. 7 ) VEH I CLE 3 3 3 3 2 2 - S- 5 ( 3 ) 13 08 VEHICLE 3 3 ,02P 2 2 2 2 1 I -W- 4 ( 1 ) 4 # 14 04P 2 2 4 2 2 2 3 6P 2 2 2 4 2 I - E - 8 ( I ) 8 08P 2 1 4 2 2 1 2 -W- 4 ( 2 ) 12 02 PPB 2 2 2 1 4 4 PPB I 1 1 2 1 1 I 1 1 2 4 -W- 4 ( 3 ) ( FUT. 2 -W- 7 ) 15 06 PPB 1 2 2 1 2 - E - 8 ( 2 ) 16 08 PPB 2 1 5 x PPB COMMON I 1 1 2 1 1 1 1 2 4 - E - 8 ( 3 ) ( FUT. 2 - E - 3 ) 11 SPARES 3 3 3 6 3 3 3 3 1 2 - N - I ( 3 ) 9 TOTAL 13 19 25 57 29 22 19 10 # 1 2 I I SNS 2 2 2 2 2 2 2 2 - N - 6 ( 4 ) 14 # 10 SIGNAL COMMON I 1 1 2 1 1 1 1 LUMINAIRES 2 2 2 2 2 2 1 3 - E - 8 ( 1 ) ( FUT . 1 - E - 3 ) 3 TOTAL 3 3 1 3 2 3 3 3 I 1 7 2 3 -W- 4 ( I ) ( FUT . I -W- 7 ) 7 SERVICE 3 3 #8 GFCI I 1 1 I - S - 5 ( 1 ) NEW 5 TOTAL 1 4 4 8 DETECTOR 2 2 I - N - I ( I ) NEW .0 1DLC 02 DETECTOR 2 2 2 2 2 1 EVP 1 (01 &06 ) NEW EVP 3 4 ( FUT. 7 ) DET. 2 2 2 9 4 DETECTOR 2 2 2 2 EVP 2 (02&05 ) NEW EVP 4 5 DETECTOR 2 2 2 2 2 1 EVP 3 (08&04 ) NEW EVP 5 TYPE B 6 DETECTOR 2 10 ,08 ( FUT . 03 ) DET. 2 2 2 1 1 2 EVP 4 (04&08 ) NEW EVP 6 8 DETECTOR 2 2 2 TOTAL 4 4 16 8 8 4 4 (X) NUMBER OF LOOPS PER SENSOR CHANNEL EVP CABLE 1 1 2 4 2 1 1 - �� II I1/2 CONDUIT SIZE ( IN ) 2 3 2/2 11 2 - 311 3 II 3 II 2 x--- ALL CONDUITS ARE EXISTING UNLESS OTHERWISE NOTED. 8" U.C. 6" L.C. 0.5" 311 2" 11� ± ' 411 3 POLE AND EQUIPMENT SCHEDULE o.5" STANDARD VEH S I G MTGPOLE 1 1 SNS LEGEND DETAIL N0. Mast PPB LOCATION HPS IISNS REMARKS Type HEIGHT Sig M. A . Lum M. A. Arm Pole PED PED 0 PHASE A g LUMINAIRE SIGN A 19 - 4 - 80 30 ' 35 ' 15 ' 2 -MAS SV - 1 - UM SP - I - CS 6 4 2 ' 2. 5 / 250W Lemon 9600 ( N ) © 1 - A 10 / - - - TV - 1 -UM SP - I - CS 4 6 5 ' 2 . 5 / - - © 19 - 4 - 80 30 ' 25 ' 121 MAS SV - I - UM SP - I - CS 8 6 7 ' 2 . 5 / 250W Archibald 6200 ( N ) x D I - A 10 / - - - TV - I - UM SP - I - CS 6 8 6 ' 2 . 5 / - - E 26 - 4 - 80 30 ' 40 ' 15 / 2 -MAS SV - 1 - UM SP - I - CS 2 8 16 ' 2 . 5 / 250WLemon 9 00 ( N ) OF I - A 10 ' - - - TV- I -UM SP - I - CS 8 2 17 ' 2 . 5 ' - - G 19 - 4 - 80 30 ' 25 ' 12 " MAS SV - 1 - UM SP - I - CS 4 2 13 ' 2 . 5 ' 250W Archibald 6300 ( N ) O I - A 10 ' - - - ITV - 1 - UM SP - I - CS 2 4 17 ' 2 . 5 - - NO DESCRIPTION OF REVISION DATE CITY ALL POLES AND EQUIPMENT ARE EXISTING UNLESS OTHERWISE NOTED. APPROVED ( N ) =NEW CITY OF RANCHO CUCAMONGA Q LEMON AVENUE STORM DRAIN RONALD R. Fc SIGNAL AND LIGHTING =1 FRO T = ARCHIBALD AVE AND LEMON AVE A No. C 45704 45704 Exp,12-3LOCATION 1 CIVIL�f� ar CALI rhfot APPROVED BY CITY ENGINEER DATEw D x UNDERGROUND SERVICE ALERT R.C.E. NO. 24953 DESIGN PLANS PREPAR6 BY RECOMMENDED 1 Call: TOLL FREE R R F FPL /0 CORPORATE ORSOC�ARKE�UIT SUITE 0 0 0 DRAWN SHEET 0 1-800 EVT IRVINE,CA 92606 29 29 W 422-4133 Tel.(9491252-1688 OF _ CHECKED Fox.(949)252-0088 DRAWING NO. I TWO WORKING DAPS BEFORE YOU DIG R R F R.C.E.No.c 4s-r04 � 3 8 O J FILE NO. FOR REDUCED PLANS 0 20 - 40 60 80 ORIGINAL SCALE IN MILLIMETERS 1 1 1 1 1 1 1 1 1