Loading...
HomeMy WebLinkAbout1820-S GENERAL NOTES GENERAL NOTES (CONT.) 3 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE AND STANDARD SPECIFICATIONS DATED JULY, 1992, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. '• ' 1 THE SPECIAL PROVISIONS. "R" CAB. 7• VEHICLE INDICATIONS SHALL BE 120, PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL 2. TRAFFIC SIGNS STRIPES MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECT— , EXCEPT AS OWN. I SECTION OF DOUBLE YELLOW UNE SH ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LED. ! • • ' .��Lpp � FlCATIONS. TRAFFIC MANUAL MAINTENANCE MANULAND STANDARD SPEgFIC ATIONSCONFORM MEDIAN CURB FACE PAVEMENT LEGENDS T0 CITY STENCILS. REFLEC ORIZE ALL SIGNS, STRIPES AND LEGENDS. 8. ELECTRICAL SERVICES SHALL BE 120 240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS• ', _ (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER "R" CAB:­' S11�E [ - _ ° , _. __ L1 TURN LANE 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC 1200 WATTS OR PORTION THEREOF). INA COORD TE SERVICE DETAILS AND SCHEDULING WELL SIDEWALK 0' S' 10' WORKS CONSTRUCTION, 2000 EDITION. IN ADVANCE OF NEED. SEE SERVICE WIRING DETAIL HEREON. o Cn 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL PLAN SECTION o CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED C 8"WHITE TURNING LANE LINE M X SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION. W COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- THRU LANE ih a STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONE NUMBERS J 2 SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDISON CO. 10 v _ .Q ii _ ARE NOT SHOWN ON THESE PLANS. CONTACT David Quezoda ) 909 357 6240 * SOUTHERN CALIFORNIA GAS CO. 800 422-4133 "R N 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR VERIZON 800 422-4133 SECTION CAB TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR PACTEL 800 422-4133 t � 4" LANE LINE M LAYOUT. CUCAMONGA COUNTY WATER DISTRICT 909 987-2591 WATER AND SEWER cG ( ) w » S11���RgI:�C= i>< THRU LANE Z UNDERGROUND SERVICE ALERT (800) 422-4133 R CAB. S EWA 10 ID K = ' L to — PLAN SECTION 00 1 4 LANE LINE UK 81,--' - o TURNING LANE LINE CURB EXIST. C do G o N THRU OR RIGHT 10' 2 TURN LANE ! » CASEM w ! w R -� 7 i f 3 N *R" ff y ff ff I i R A , ; C B. CAB � cn o ti- ., r � t-; 16� 8 U C 6 LC SECTION w . . - 2 SIDEWALK 1 �Q r » v a TOP OF CURB FACE ' f s . . V - WWI I VAI o PLAN SECTION V U fa TYPE 'R' CARM-FT FOUNDATION ANS► LOOP DETECTOR PLACE NT POLE LOCATION CODE LI.S.N-S. LEON DETAIL PAD DETAIL REFER TO PLAN FOR DISTANCE - - TO ADVANCE DETECTORS (EXACT LOCATION BY ENGINEER IN THE FIELD) SEWPL A NS FOR THE CONS TRUC TION OF Ai TRAFF/C SIGNAL S AND SA FE T YL IGH TING 60' 24-- LT _ AL/NFWESTR AD ELLENA TRASE O � M '111 'lken AVE\ SINGE INPUT - EMERGENCY VEHICLE / / 6300 f fur m- R PREEMPTION DETECTOR �OUIvT Y OF Sr1N B�r�IvARDI�I BOTT�� r NECTORS 0 SHEET INDEX 6OR IS- BY OTHERS) w w e'-o- 1.5 TO .75 Nom: u CONotn.ET, STn HM49 K3 REDUCER ASTRO Mini—Broc AB-0155—L OR HARIDWARE do SIGN � AB-0132-L MOUNT OR = ARM TUBE SIZE GENERAL NOTES APPROVED EQUAL LENGTH END O.D. x BASE O.D. x THK. ��� POLE AVENUE 1. Title / Detail Sheet 8-0 238 x31 2 x 11 GA. PB1 mr,mum YW aftff MAST ARM 2. Traffic Signal Plan: Base Line Rd. & Ellena West. ASTW A-35 StW &7W A-36 (ONE WAY / ONE OUTPUT) ` 3. Traffic Signal Plan: Milliken Avenue and Base Line Road BACK CLAhIP - BANYAN STREET SUMM T AVENUE W 4 BOLTS // A-307 LONGtTUD ik Al reels ahail conium to AWS D1.1 raid SIGNAL ��,�,,yyM� ll.�ltllt!� iH4N; JENiIt WELDS �� Itl A POLE - ' _ a FM W&W _ EEROFNCY VEHICLE DETECTORS DIAMETER AT - _ 24' ABOVE GRADETRMW p p -- _ - - — -n T i Fxx kSN A-153 RA i J rJ-JJw 5 /TE Z �` rC l I \ r a t CLAW NAROW IN -'3"-� d�SE L E N I Tr�Sign,,WL 73 O 1994 ROAD Q � TY OT 1 1 01A. of t�xr�ino m and �l H MILLER DEBURRED T '7 A 3 MM94 AVE NUE SNPOL POLE CHOLE LAW J OJV7"A)VA Mk FIOIE IN FOOTHRi BOULEVARD ss - CLAW St1PPLED fBLUNTWITH A TYPE 'F- Z W Pj = -1eUNC MT � ARROW_ + POINT TAPParc ARROW RDE N0. DESCRIPTION OF CHANGE DATE CITY APfitovED T (PN OT BE FIEEDE AS REO D. � � BOULEVARD t t 10 Mt - - SE RAIL METROLINK SF RAIL CITY OF RANCHO CUCAMONGA o 1 {� FiOR DW�tArtrACE IN PO MMET RAo. OMD MUM) �, _ W OOUNrY Orr LE TRACT NO. 16239 0 CLAMP DETAIL SIGN TAB DETAIL � BASE LINE ROAD & ELLENA WEST I I 4TH I STREET I HORIZONTAL ■SN8 MAST ARM rRJvAf'?DIjyO _ TRAFFIC SIGNAL DETAILS 01 I"Y Orr ONTARIO APPROVED DA TE /i o rte- rul) PLANNING DESIGN CONSULTATION o CITY ENG/NEER R E 495 0 C 2 3 TRAFFIC SIGNAL LOCATION SB ���� Pte° R e� `�i� 9007 Arrow Route 12o DESIGN WL �vE�c o 1-1 N 2 # RECOMMENDED LOCATION MAP o N m Rancho Cucamonga, CA 91730 ACL l� 0a No.41829 (909) 948-3450 & I Ems. 3/31/04 FAX: (909) 948-2750 DRAWN Ln NOT TO SCALE Land Planning s� Cjyl�. tir #iECivil EngineerinOF 3 Land Surveying g 'rF OF CA� �� L CHECKED DRAWING No. DO BROOKS, R.C.E. 41829E Z7104- /'E5 ZO�`� t ti i CONDUCTOR/CABLE SCHEDULE Y a CABLE POLE/PHASE ETECTORS _ POLE AND EQUIPMENT SCHEDULE 1 1 �' ; ` i % 1 6 6P 1 1 01 2 2 2 2 2 0 x , STANDARD VEH SIG MTG PED SIGNAL PPB BPB IISNS LOCATION 4,8,4P 1 1 1 02 3 3 3 �-- c5� Mast HPS LEGEND 8,8P 1 1 1 1 03 � No. Type Sig M.A. Lum M. Pole LUMINAIRE REMARKS r n A� �t! MTG )W Arrow 0 Arrow See Detarls on Sheet 1. E B C 12C 5,6P 1 1 1 1 1 04 4 4 4 v J i }' ` lr' " MAS , W A 26-5-80 45 15 MAS MAS SV-1-T s63P-1-CS •4 �- 200W Ellena West �20o F= 15 12 12 3 2,5,2P 1 1 1 1 1 1 DLC 05 2 2 2 , 4,8,4P 1 1 1 1 1 06 3 3 3 3 3 y i ; B 1A TV-2-T P-1-CS �fi ---► 12' 3' 4.� 1 1 1 1 *7 , 1,2P 1 1 1 * 8 4 4 4 4 4 © 17-3-80 20 12 MAS SV-1-T 08 P-1-CS •6 .-- 200W Base Line �D 9' 3' TOTAL 12C 8 8 4 3 2 1 1 2 3 18 18 9 4 4 5 5 9 �v Z 4PPB 1 1 EVP 8 8 4 4 2 2 2 2 N + E O 15 15' SV-1-T sfi P-1-CS 18 ---► o6 f-- 200W 8' 3' ; � 6PPB 1 1 1 CONDUIT SIZE 2-4 2-4 4 3'� 3 2 2'� 3 4 z - -- -� ± - --- ------^---- 0 26-5-80 45' 15' MAS MAS SV-1-T ♦8 P-1-CS s8 �-- 20OW Ellena West F= 15' 12' 1' 3' 3C 48' 8PPB 1 1 1 1 1 i f � 10' 1$== FO 15 8' SV-2-T o2 P-1-CS �2 �- 20OW 8' 3' 8PPB 1 1 1 1 1 1 'J = f. E 2PP6 RD © 17-3-80 20' 8' MAS SV-1-T •4 P-1-CS •2 ---� 20ow Base Line 300 9' 3' 2PP8 1 1 1 1 SCALEi 1" = L'70� t 3 t i c O 15 15' SV-1-T Jo2 P-1-CS 04 —� o2 ---� 20OW 2' 3' 4PP8 1 1 1 O, Z , >� , TOTAL 3C 8 8 4 3 2 1 1 2 3 2� 4Q 80 ' N �✓ i 1,VSTALL 6/CYCLE PU5x/ BUTTONS (BP/3) ON STR4-ET 15 IDE OF Pa-E AT AVRMAL IISNS 2 2 2 2 2 2 2 _ PPB AIEIGNT f30T 6✓/Ty ,BPB 5IC-Al /5,E_ ZO T/-Ir �3UTTON. Luminaires 2 2 2 2 2 2 2 0 Signal Common 2 2 1 1 1 1 1 1 1 TO BE REMOVED @ + BY OTHERS _ TOTAL 10 2 4 3 3 3 1 3 3 " (SCE) �` - j•, EXIST. EDISON SERVICE VAULT 2 C 2 8 04 I t 120/240 VOLT 2 A --08p R/W ZEL 1 - 08 '�� O RIW -w - - - - - - - - - - - - - - - - - - - - - - - - ww _ _.... 6 08 6p __ w- ww ww -.. __ -- -- -C}- - - ."— - - - - - s p g 6 1!i'C,1 DLC 4 6 E 06 --- -- --- - - --- ------------ ------ --------------------------------------------------------------------------------- -- --- --- -. - --- 6 ---- -------- ---------- - --- -----_---_-_------_-_-- ----_ --_---------- --__------------_------------------------_------ ----- ._---._.`Y_`- ------�------_- -�_ _ _ _ __. _ _ - -_ -- _. _ .-_ _- - -- _ _ _ _. _ . _. _. _._ f5 _ _ _ _ _ _ _ _ _ _ - - . - - -- ---r - -- -- -. - - _. 3 n 3"C,PULL ROPE 2"C,3#10,2#12 06 EX. 8" CURB AND GUTTER ------,-_----- - __ EX. 8" CURB AND GUTTER 1 I -- - -- -- ' --------- ---- -- --- - - ----------------- ---- -- _--f}2" yy) 04 I 50' T + CONSTRUCT NEW MEDIAN NOSE � 42 SD 4. 2 SD . -------------- --- _ _ ___ __ _-_ ______,. �_ _ ___ _ _ _ ___ .__ _ ___. _ _ _-__ _ _____ -E-- ---- - _ --t I . . . . . . . . . . . . . . . . . . . ,, .------------- ----------_----------------------_ _-- -- -------- ------------------ 01------ 94 _ EX. MEDIAN) -' -----------------------------------------------i ;' 2-E- 01 ----- -E- •1�---�---- f---------- — EX. MEDIAN --w-�=------ ---------'�----- --------�=-- ----_-�'------ --�--- — --------- - ----- - - - -- --------- ----------- - — - - ----- - ---- - — - - _ - `------ ------- ----------------------- ----4- �_ CURB) _.__._- _ 1-W-45 2-W-i5 ---_____ _ __.---------------__ - _.___._________---- - 94' v ,AS _-___------ __-_-_ ---_-__________ _,______ __ ._ _______-__-----__ ------------------ - ------------------------- -- W, _______ ________- ___---- ---------------- ____- ---_-_- _ ------- __.__ .___.---- ------ -- _----------_ ----_---_---_.._----__.___ __-___.________ _______.__-_-- W 250' TO I ,� CONSTRUCT NEW MEDIAN NOSE 1-_ ____ -_.__.___-_.___-_ ___._L-...-____ _ __ - _____ __ �___ __ _._.._ _ -'_ _ _ _._ ___.. _. --_ - _ _ - _._ .. . _ . -_ N X'-~WAL1f -- ----- _ ----- ----- -- - ------ M ------- - --------- ------ I -- - •2 y .-. . . . . . . . . . . . . . . . . - - - . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . TO BE REMOVED 3 02 5 iv BY OTHERS (SCE) . . . . . . . . . . . . . . . . . . . . �' y - I 3 EX. 8" CURB AND GUTTER 3-W-42 r- 01 P --------------- ----- ---------------------------------------------------------------------------------------_ ---------------------------- - 3 6 02 - ---------------- ------------------------------------------------------------------------------------------------------------------- ---_-------------- s- -w-M -w w••,► 4i - 04 04 , W,/ O ° DETECTOR SCHEDULE 04p \ 9A SE INE ROAD CONTROLLER 01 02 03 04 6 SENSOR CHANNEL DETECTOR INPUT © O Q 08 _ NOTES: 1 1 1 -E o6 ( 3) 6 a 2 1 -W- f 2 3 2 ; ; i 2-S-08 ` 1 TO BE REMOVED ❑ FURNISH AND INSTALL 8 PHASE NEMA CONTROLLER , 1 1 -S- 8 1 8 k BY OTHERS DETECTOR SENSORS AND AUXILIARY EQUIPMENT 2 -� b Wr. 1 17 -- ) I N A TYPE R CABINET PER THE SPECIAL PROVI SI ONS. 2 1 -N- �4 1 4 , W=W , I ''� (SCE) » » 1 1 --E- f 1 1 1 Q t , ~U 3 2 1 -W_ � 5 1 5 t �;'1 to�� I ' ; � o t SE�ECSHEET LOCATION TO BE DETERMINED BY THE ENGINEER, 1 2-E- 06 ( 4) 14 �— ,' OR I i; Cl t 2 4 2 2-W- f 2 4 10 r U ❑ FURNISH AND INSTALL MODIFIED TYPE III-BF 'fie SERVICE ENCLOSURE PER STD. DWG 407 5 1 2-E- 01 3 19 ,'J i i� / AND SPECIAL PROVISIONS. 2 2 W 05 3 05 06 07 08 ` /� 0 FURNISH AND INSTALL EMERGENCY VEHICLE PREEMPTION DETECTOR. 1 2-s 04 2 12 PHASE DIAGRAM � �I PER DETAIL ON SHEET 1. 6 2 2-N- f4 2 12 1 3-S- o 8 1 3 t ; l 7 2 3-N- ,~4 1 7 4❑ INSTALL 1 1/2" CONDUIT NTH #5 PULL BOX EVERY 600 MAXIMUM AND 1 4-S- f 8 3 11 ; 12 PAIR #19 CABLE TO CONTROLLER ON THE NORTHWEST CORNER OF 8 2 4-N- ,4 3 15 --� ` 1 BASE UNE ROAD AND MlWKEN AVENUE. N 9 1 3-W- •2 2 10 " ' fi + , N , I ❑5 INSTALL 1 1/2 CONDUIT HATH #5 PULL BOX EVERY 600 MAXIMUM AND 10 ! M V 12 PAIR #19 CABLE TO CONTROLLER ON THE SOUTHEAST CORNER OF 1 O 1 01 do 06 EVP PMT 3 LIMIT UNE M I o BASE UNE ROAD AND MOUNTAIN VIEW DRIVE. In 2 o2 do 05 EVP PMT 4 f ,'I NO. DESCRIPTION OF CHANGE DATE LO 1 08 •4 EVP PMT 5 x6APPROVED 11 8 PMT 6 N 10' 15' 30' i' +� © INSTALL R-34 ON MAST ARM CITY OF RANCHO CUCAMONGA X = NUMBER OF LOOPS PER CHANNEL LEFT-TURN LANE ' I » , O � ❑ INSTALL 1 AND PULL ROPE CONDUIT WITH #5 PULL BOX EVERY 600 MAXIMUM � LOOP DETECTOR INSTALLATION DETAIL 10' & 11' LANES lit 8 TRA CT NO. 16239 ❑ INSTALL 12 PAIR #19 CABLE IN EXISTING 3 CONDUIT TO CONTROLLER U Q INSTALL PULL ROPE IN EXISTING 3" CONDUIT TO CONTROLLER EASE LINE ROAD & ELLENA WEST Q 01 � TRAFF/C SIGNAL PUN � Ii (1) T � tt1_ No r ' ' QR�Ess�,v� APPROVED �`�- r PLANNING DESIGN CONSULTATION - (� DA TE _ CD h TION a C/TY ENG/NEER` RCE 24953 �• R � WILL/AM ✓. - NE/L � � r � SB r` P G� 9007 W DESIGN 7 3 � � Z 00 Arrow Route, #120 D S G RECOMMENDED o O Rancho Cucamonga, CA 91730 u, P 8 ACL ( co l w No.41829 909 948-3450 3 ( ) r f &.0 °� E)p. 3/31/04 _ DRAWN ,j FAX: (909) 948 2750 t Land Planning J+ cIV I�- ti� E 2 3 Civil Engineering 9j �' OF o r r t Land SurveyingF � � OF rC� CHECKED DRAWING NO. 0 DON BROOKS, R.C.E. 41829 EXP. 3/31/04 Q Z� TRACT BOiUNDARY �A R04017CR11 AFS T i } I 1 VE c L-/ I ; I 1 NOTES: I I I i I ❑ FURNISH AND INSTALL 8 PHASE NEMA CONTROLLER, I 1 DETECTOR SENSORS AND AUXILIARY EQUI PMENT ' I { IN A TYPE ORO CABINET PER THE SPECIAL PROVI SI ONS. EXACT LOCATION TO BE DETERMINED BY THE ENGINEER 4 I t I I t ( SEE SHEET 1. t i I 0 FURNISH AND INSTALL MODIFIED TYPE III—BF I I SERVICE ENCLOSURE PER STD. DWG 407 I AND SPECIAL PROVISIONS. I FURNISH AND INSTALL EMERGENCY VEHICLE PREEMPTION DETECTOR. f I I I PER DETAIL ON SHEET 1. I , I Q INSTALL 1 1/2' CONDUIT WITH #5 PULL BOX EVERY 600' MAXIMUM AND I 4v I I 12 PAIR f19 CABLE TO CONTROLLER ON THE NORTHWEST CORNER OF I I BASE LINE ROAD AND MI KEN AVENUE. z I 4 } ! INSTALL 1 1/2' CONDUIT WITH #5 PULL BOX EVERY 600' MAXIMUM AND I 1 # 12 PAIR f19 CABLE TO CONTROLLER ON THE SOUTHEAST CORNER OF I I ± BASE UNE ROAD AND MOUNTAIN VIEW DRIVE. I 1 tI I © INSTALL R-34 ON MAST ARM I 1 I { I ❑7 INSTALL 1 1/2' CONDUIT WITH 05 PULL BOX EVERY 600' MAXIMUM I I k4 I I f ) # AND PULL ROPE t ® INSTALL 12 PAIR #19 CABLE IN EXISTING 3- CONDUIT TO CONTROLLER I ` 7 INSTALL PULL ROPE IN EXISTING 3" CONDUIT TO CONTROLLER I I I I t4l I I DIY *41 T3761'55 R/H' I ' 4 � I I t} , I :V SEE LEFT I { I � I I j , I � # I I 7 I I I f , # I ' I 3 I I t # I 8 9 ! 8 9 R/W ' N0. DESCRIPTION OF CHANGE DATE CRY - --- _ o J APPROVM - CrrY OF RANCHO CUCAMONGA a" 4 - 40 o zo .o so ISO TRACT IVO. m239 EX. .r G10 ml r 4 W o _ _- IN FEET ) — -- -- --- __ � -- M/LL/KEN �4 VE. BASE LINE_ C� 1 h E RD. _ i inch ,55 � _ — _ lam^ : �r - - -+--- - - TRAFFIC SIGNAL PLAN �pEEsstg1, APPROVED DA 1F - ------------ "- j'� p Q PLANNING DESIGN CONSULTATION ClY ENG/NEER ' �� 1�� RCE 24953 - - - -- - BA S L / ROAD �. WILL/AM ✓. NE/L r DESIGN RECOMMENDED i -- -- ------------ ------ - - - ----- --- --- ---- c� o �� Rancho00Cucamonga,o CA 91730 ACL __ t - - - - -------- ------- - - _ — 0W No 41829 - -" - _ - -- - - - - 0 948 275 DRAWN Ems. 3/31/04 FAX: (9 9) 0 - - -------- -- -- -- - -- a - ---- -- _` . Land Planning %pCIV I\- ti� NAGE 3 3 -- Civil Engineering OF F Land Surveying Of- OAT Z� �� CHECKED DRAWING NO. LO DON BROOKS, R.C.E. 41829 EXP. YIJ1/04 1620 -,5�� / 0 7 4 CONSTRUCTION NOTES TOTAL -W41 �t QUANTITIES [` O PAINT 6" SOLID WHITE STRIPE PER CALTRANS 440 LF Q R26(S) - 1 STD. PLANS. PLAN No. A20D, DETAIL 39 g 2 PAINT 4" SOLID WHITE STRIPE PER CITY O STD. PLAN No. 133 400 LF i 8 PAINT 6" SOLID WHITE STRIPE PER CALTRANS 0 1 R26(S) O STD. PLANS. PLAN No. A201), DETAIL 38 700LF f ii 4 PAINT 4"/4" DOUBLE YELLOW STRIPE PER CALTRANS O STD. PLANS. PLAN No. A20A DETAIL 22 505 LF "t O5 APPLY T HERMOPLAST I C TYPE IV ARROW MARKING PER 7 EA PER CALTRANS STD. PLAN No. A24A \ 6 APPLY THERMOPLASTIC 12" SOLID WHITE STRIPE M EXISTING STRIPE O PER CALTRANS STD. PLAN No. A24E 520 LF. W/ O APPLY THERMOPLASTIC "SIGNAL" LEGEND 7 PER CALTRANS STD. PLAN A24D 8 EA ec © APPLY THERMOPLASTIC "AHEAD" LEGEND 8 EA PER CALTRANS STD. PLAN A24D 0R26(S °'# N 0 REMOVE THERMOPLASTIC "STOP" LEGEND 3 EA. o� `� OO REMOVE EXIST STRIPE BY SAND BLASTING 500 LF SCALE 1'=40' y f W 0 PAINT BIKE LANE LEGEND 11 PER CALTRANS STD. PLAN A24D 1 EA. 0' 20' 40' 80' 120 160 2 INSTALL TYPE H MARKER PER CITY 1240 LF .. >. _ STD. PLAN No. 133 OPAINT BIKE LANE DETAIL 40 500 LF PER CAL-TRANS STD. PLAN A24D W o1 INSTALL STD. SIZE SIGN AS INDICATED PER 16 EA. V ❑ CALTRANS TRAFFIC MANUAL CHAPTER 4. v W ❑ R26(S) 0f 0 1 R26(S) Q REMOVE AND SALVAGE EXISTING SIGN. B EA 1 8' R1 o t ❑3 RELOCATE EXISTING SIGN. 5 EA BASE LINE ROAD 2 o g � ❑4 EXISTING SIGN TO REMAIN a W74 R26(S) 1 2 511+ ` Woo T 1 W41 RI W X-WALK a 4 W18 4 R26(S) R/W 4 R26(S) 4 R26(S) SN 2 \�� 9 . 4 R26(S) �. g .� 100' 00�� 6 10 2 0 �1 509- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . K MARKER 00' 2 2 . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . aI . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �'. r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 25' n o i 40' 4 0 _ __ - ----per g __ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100' 2 1 3 . . . b 50' r 100' 2 K MARKER Op1 f p 1 �1p 00 © _ _. _ _ _ �-. X-W I 9 6 r R/W 4 R26(S) R/W 4 R26(S) 4 R26(S) 2 R26(S) R81 1 R81 - 4 R26(S) • 10 74i, � 1 W41 R26S 2 � _ 2 R GENERAL NOTES O i 1. TRAFFIC STRIPES PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PER V i CALTRANS TRAFFIC MANUAL STANDARD PLANS AND SPECIFICATIONS. g !' 2 ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON THE PLANS. SIGNS SHALL BE INSTALLED PER CITY STANDARD 401A/B UNLESS OTHERWISE NOTED ON THE PLANS. O / 3. ALL STRIPES SIGNS AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. STENCILS FOR PAVEMENT MARKINGS SHALL MATCH CITY STANDARD STENCILS l EXACTLY. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD4 R26(S) PLANS DETAILS. I 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY ,• , SANDBLASTING OR GRINDING. CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. ALL REMOVALS OF SIGNS AND MARKINGS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR APPLICANT. t J j JJJ 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS SHALL BE APPLIED l IN TWO COATS, PAVEMENT MARKINGS SHALL BE APPLIED IN THERMOPLASTIC � FORMAT UNLESS APPROVED OTHERWISE. r 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE CITY MAINTENANCE ii I YARD r 7. REPAINT/REPLACE MISSING MARKERS BETWEEN "'SIGNAL" LEGENDS ON ALL LEGS. ii 9 17/17A 8. CROSSWOLKS TO BE INSTALLED AS PART OF SIGNALPLAN. i NO. DESCRIPTION OF CHANGE DATEarrAPPROVED o (4 raW • ' / CrTY OF RANCHO CUCAMON G__A_ C 3 TRACT NO. 16239 BASE LINE ROAD & ELLENA WEST ! % / U SIGNING AND STRIP/NGLj_ QaoFEssroy� APPROVED DA 7F o / 7 ���pv� R 9 �y PLANNING DESIGN CONSULTATION C/TY ENGINEER WLLIAM J QW&L RCE, ' 24953 SB P 'Q c� 9007 Arrow Route 120 DESIGN �) Q� 1 RECOMMENDED � 1 41 m Rancho Cucamonga, CA 91730 DRS Com,_ 0 w No.41829 N �'► 909 948-3450 � &.0 Ev. 3/31/04 FAX: (909) 948-2750 DRAWN j Land Planning s� CjyiV �� ,Zc 2 co0 Civil Engineering F ��` OF Land Surveying qc- CA�1E ¢ Zc, 0 CHECKED DRAWING NO. j DON BROOKS, R.C.E. 41829 EXP- 3/31/04 DDRB 102-0-5 o CONSTRUCTION NOTES TOTAL QUANTITIES OPAINT 6' SOLID WHITE STRIPE PER CALTRANS 440 LF STD. PLANS. PLAN No. A20D, DETAI L 39 2 PAINT 4" SOLID WHITE STRIPE PER CITY O 400 •STD. PLAN No. 133 O3 PAINT 8" SOLID WHITE STRIPE PER CALTRANS 700 LF STD. PLANS. PLAN No. A20D. DETAIL 38 OPAINT 4"/4" DOUBLE YELLOW STRIPE PER CALTRANS STD. PLANS. PLAN No. A20A DETAIL 22 505 O O5 APPLY THERMOPLASTI C TYPE IV ARROW MARKING PER PER CALTRANS STD. PLAN No. A24A 7 EA O6 APPLY THERMOPLASTIC 12' SOLID WHITE STRIPE PER CALTRANS STD. PLAN No. A24E 520 LF. O O APPLY THERMOPLASTIC 'SIGNAL" LEGEND SCALEI 1'=40' PER CAL8 EATRANS STD. PLAN A24D Of 2D' 'W' gp' 120 160' _ a -_-----_-----_--------------------20_-------------------------------P1 --------------------------------P2 -________ __-_____ ___ ____-�3 -_ __- -----------� -------------------- ® APPLY THERMOPLASTIC "AHEAD' LEGEND 8 EA _ _ ---— +- --}---------+-- --- +------- -- -+------ -+ }- - --- PER CALTRANS STD. PLAN A24D • 9O REMOVE THERMOPLASTIC 'STOP' LEGEND 3 EA, 41 12 5' r 0 REMOVE EXIST STRIPE BY SAND BLASTING 500 LF 11 PAINT BIKE LANE LEGEND PER CAI-TRANS STD. PLAN A24D 1 �' _ _ R2 ON � . ,. .._, . ,_..�..�.� ...� R26(S) 4n ...��_�....,-� 6(S) 4 O QINSTALL TYPE H MARKER PER CITY 1240 LF ! - R/W --_ STD. PLAN No. 133 - - -----__ ---- --- - - --- -._ - ---- - - >- PAINT BIKE LANE DETAIL 40 AMI.IIKEN A VENUE o Q PER CALTRANS STD. PLAN A24D 500 LF INSTALL STD. SIZE SIGN AS INDICATED PER it 16 EA. T v L CALTRANS TRAFFIC MANUAL CHAPTER 4. I v REMOVE AND SALVAGE EXISTING SIGN. 8 � j RELOCATE EXISTING SIGN. 5 EA i I I ® EXISTING SIGN TO REMAIN11 If i I, I t r_ K MARKER 4 I K MARKER 4 R1-0(RT) 10 11 12 -1��- -- - -----t� _ ___ _ _ _ _t�_ _ _. _ ___-__ __._. l_ --- -- -------- ----- 19 ------ -- ------- - ----r -- ---- - -�— + + EXIST. MEDTbUL — T- -- jN X825' 12 © - . _ . - ! M _ • t Cie �� 3 CURB AND GUTTER 11 /'10019- 0 1 O o CURB 5 '► o • _ K MARKER 4 ♦ - --- --- j ._� j �e. _ STOP R�� Z ; . Ia R18-1 , �1 /1-LIKEN A VENUE R j 1 R81 � ,� 4 R18.1 � 1 R 'I <'- 3 R2(50) R18-1 1 R18-1 1 i € }� R26(S) R26(S)� R26(S)g SEE STREET PLANSEE STREET PLAN O i0 1 I c� SEE STREET PLAN ZO r I i t I 11 ' R2(50) j 4 1 j R/W R26(S) ; i N • t - t t i 4 R26(S) . � CifTY N ! N0. DESCRIPTION OF CHANGE DATE o �r�ovEn � ti N i • CITY OF RANCHO CUCAMONGA 0 AfA =11 LOW STA, 504100 SEE Sir.9 of TRACT NO. 16239 0 0 MILL/KEN A VE & SASE L/NE ROAD Q SIGNING AND STR/P/NG I O Ess , APPROVED DA TE -- SB ��p 0 R 6 PLANNING DESIGN CONSULTATION C/TY ENG/NEER WLL/AM ✓. f NEIL RCE, ' 24953 �P�' �Cj, Z�, 9007 Arrow Route, #120 DESIGN RECOMMENDED � &.0 Rancho Cucamonga, CA 91730 DRB J A l No.41829 `� �^ (909) 948-3450 0 Ems. 3/31/04 FAX: (909) 948-2750 DRAWN � Land Planning s� CIV IVti< � 2 2 Lr) Civil Engineering 9r OF Land Surveying F OF CAIL IEC�` �'qA J,9,-V Am�el 01 CHECKED DRAWING NO. DON BROOKS, R C.E. 41829 EXP. 3/31/04 DRB 184075-