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HomeMy WebLinkAbout1701-S O 15 LO II _ = R 8 >: m O 15 Minz=crE R1 W LME Z 15 �`Og��0 MUST J oN _� Q0 06(�Z�c� z �► MATCHLINE o TE 2z 0 �+Z+ o �„ ' +� Q�Q SEE SHEET 7 of 7 1 '� � � ( cn ---- , r w i cn + ����� I GI 00Nz f J ExE►rt i tl Q -- ---_ _-- -- Il - I 1 co 0 I I - — - _ T - Y F- -- NF- --- ��Q m 1[� VV \ + j F a ACCEPTED z I> Z _ - ci ' I I I Q _ 04 J �_- I LLiiwc� '` � 11J , � + I 1 -- - --•� I ( --- z - ` 1 ,i t I I 12 3 . W ,_a 15 Lx+1 m It 15 I - lr I �l-h _.__ — w - I �. I i U ;�_- h "'® - y �1 Q L ,I ' --j .1501 I 14' 1 1' 11. 0 1'I +' ,123a :I I 0 j C14 (X LLJ 6 _ - 1 f ,4.' \� L � -V4k 00 L— .L� I O �—`s r /�. { 7 �_) 1± I ` n/ ` l Z Q1 r m r —-- _ k1 o SNE; (TYP.) o %.C,4 rY ' t/1 SITjON 1 ri-- I14c qSf H / %/ i I i' i cV Z L'I EDGE ASPHALT . EWr-v.% �' -- _ �. --� o = `' - - - .,� �• LCD WHITE I - _ - , - 8 lit 00� -- r F -37 a _ �- __�- - - - - 10' 6 - fi -._. -- -- — - -- - - 21 � 5 � -- ---- � N 14 - _. 47 -- - - -_ 21 ' 16 —.r.-._ 6 -1 3 - --- N 19 19 FOOTHILL _ - : -.� ULE ARD 3 — -- A,_ 0 x �31 � 1� '�' T� a - - --- r ---- . ' N jj ` 1 X00. 1Z00 17+00 .T 400 _ - 1 - - 9 18 N 8 16 8 16 �, 18 E I : . . — - _ -; ILL BLVD, - _ - - - - N 2 16 29y 0 - - __ - -.r N l 6 8 N 4 � i 16 .- 9 5 2 5 MARKERS m C4 0 _ `fes ti T, EX. EDGE PAINT 12" SOLID YELLOW CAL S - - - - - - - - - - - - - - _ - - - R TRANS TD. ~ 4 F- OD, DET. 40A 0 T - -- 8 2 8 Wcn n� OF ASPHALT PER CALTRANS STANDARDS 1 I 8 - (TYPICAL) j _ - _ _ 1 o>, ' - - - �__ __ 1114 _�� SOt_t DOUBLE YELLOW ` x+ .�� t + $ `�-:{ �; -;"_ p� �, -- -�� PAINT 12' SOLID YELLOW 20' 0/C z 0 1 r r -, �_, 00 PROPOSED _EMP. _ __ _ - - _ _ ► ? C y - - - -- - "�' --%4. - 5•' i. '` r�..,,,,.,,�,,,-.,,,,, t= z g 0 Z EDGE OF ASPHkT .,: J - - -- _ 2 o b cn - - •U r- , I E p a _ - O �3252,� -- - - _ I �,: ` 15 T� �t` �` ( -- - aoiD H ++�� _ A 18+59 � , O F- t -� t I (� R18 I ��� . - _ �b v> ��Z� r��� 7R. I IJTURIt CURB - - %..c4 w cn p I r �' - ! I I - 00 w 12 3. _1 (11 f7 < �`�r ,, ,a i �y�( i ( ,1 2''u a J. t J 030 ALS I .7 / \ 1 12' SOLID WHITE STRIPE h� I J 1 6 ` + +z 1'33;efr 10 ,I 1 I INTERVALS I I I / ` \ x1_�` a-' �i W Y TAPER z 0 N. I i ` Z x12_ .48 I I , �t1PT PIL ^ $`,I ! O N w I N �; I -`v� s ; ''�, JLJ V)�'`�3, 7 6 12 SOLID WHITE - - �r �I ` �l �1 / 5'.i ,., Z_i. 1✓---'F �,I +r ( � LINE (TYP.) 15 i TRANSt110N 901 -�.- i co w (, � '' ` ' -f.,^ I I I ) ❑ i" I [�1�I i + +z 1 r)z 1230, � - s 1 w " 5 \ I I . ' I 16 NOTE: SANDBLAST AND REMOVE ALL EXISTING INDICATES RAISED MEDIAN CONFLICTING LANE STRIPING AND STREET LEGENDS WITHIN PROJECT OMITS SIGNING AND STRIPING NOTES CONSTRUCTION NOTES 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND THE INSTALLATION THEREOF O1 PAINT 4" WIDE SOLID WHITE EDGE LINE PER CALTRANS DET.127B AND CITY OF RANCHO CUCAMONGA STD.133. SHALL CONFORM TO CALTRANS, STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER. 1�2 PAINT 8" WIDE SOLID WHITE CHANNELIZING LINE PER CALTRANS DET. #38 AND CITY OF RANCHO CUCAMONGA STD. 133. 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT Q3 MEDIAN EDGE UNE PER CALTRANS DET.126 MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS. O4 PAINT 4'" WIDE SOLID WHITE LANE LINE PER CALTRANS DET.#38 AND CITY OF RANCHO CUCAMONGA STD. 133. A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, (S.A.E.) UNLESS OTHERWISE NOTED. Q5 PAINT 4" WIDE SKIP WHITE LANE PER CALTRANS STD. A20A , DETAIL 9 B. ALL CONFUCTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. © PAINT 12" WIDE SOLID WHITE CROSSWALK OR LIMIT UNE PER CALTRANS DET. JA24E AND CITY OF RANCHO CUCAMONGA STANDARDS. C. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE AND COMPLETE INSTALLATION g PAINT TYPE N (LEFT OR RIGHT) DIRECTIONAL ARROW PER CALTRANS STD. A24A OF NEW OR REPLACEMENT STRIPING AND MARKINGS. O D ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR O9 PAINT DOUBLE YELLOW CENTER LINE PER CALTRANS DET. #22 AND CITY OF RANCHO CUCAMONGA STD. 133. TO INSTALLATION OF STRIPING AND MARKINGS. 10 PAINT TWO-WAY LEFT TURN LANE PER CALTRANS DET.#32 AND CITY OF RANCHO CUCAMONGA STD. 133. E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC 15 INSTALL TRAFFIC SIGN PER CALTRANS STANDARD. TYPE AS INDICATED ON PLAN ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE 16 WET SANDBLAST ALL CONFILICT'ING STRIPING AND/OR STREET LEGENDS. AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). INSTALLATION SHALL BE IN TWO COATS WITH 1© PAINT STOP LEGEND PER CALTRANS STD. PLAN A24D CITY THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. No. DESCRIPTION OF REVISION DATE APPROVED 18 PAINT SIGNAL AHEAD LEGEND PER CALTRANS STD. PLAN A240 G BE 10 MIRLMOPLASTIC STRIPING AND THICK (DRY), UNLESS OTHERWISENOTED. SHALL BE INSTALLED IN ONE COAT AND t9 PAINT DOUBLE LEFT EDGE TURN PATTERN WITH PAVEMENT MARKER PER CITY OF RANCHO CUCAMONGA CALTRANS STD. DETAIL 29. H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVERNIGHT, WEEKENDS OR HOLIDAYS WITHOUT SIGNING AND STRIPING PLAN APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. ©0 INSTALL TYPE K MARKER PER CALTRANS STANDARDS. , I. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS FOR 2© INSTALL REFLECTIVE HYDRANT MARKER PER CALTRANS STD. PLAN AND AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY AND STATE STANDARDS. CITY OF RANCHO CUCAMONGA STD. DWG. NO. 134 FOOTHILL BOULEVARDf1ci $ J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN ACCORDANCE WITH CITY AND ESS/4 (STA. 12+00.00 TO STA. 25+00) N STATE STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER. Civil � APPROVED BY z /lC L -l� N DATE 3. STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN N0. 401-A. �, � Leafest� CITY ENGINEER ✓� � R.C.E. . 2495 � No. 45520 ^' 4. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-B. DESIGN KEITH INTERNATIONAL, INC. RECOMMENDED I��' Erp.12-31-02 \P K.Y. 22690 CACTUS AVE, SUITE 300 JA MORENO VALLEY, CA 92553 �+ CF CAL'•F DRAWN (90 ) 65 -0234 SHEET o J.Q. PREPARED OP —B--OF—7 � CHECKED p/ DRAWW!NGGN0. �* FSD- 15 D.C. PtM_P R.C.E. No. 45920 EXP. DATE 1 312002 / 70/ o __{ a C. ('•� @ © % C7 �_ ()O C co00 N N M M af 3m� SEE SHEET 6 �m g SEE BEL01I I �R 44': CL LL \ R > + tet ; : A , 1 8 - �'I .__ I 16 +tom z 1*C14af cl t ( a - 7 r p > ° � n Q a _____ _ i/ I -+.'-_• • . •� �. — --- -.- - -- 2 SOLID WHITE 4 \ 30' INTERVALS ———— - _ - s I g j ---- - - - - . - - - �---. - - --= - 6 18 lop 6 loo, Oor—01 - -- - — — 16 ALE. '` SC i - -7 4 - - . Q --_ _ _.._ -_ 114' -. , _.. ._ ._.. - 8A of — 6 8 2 16 5,09 8 18 18 g Ple ,. 8 16 - - - - - - -- - _ 4 _-=--- _ : Al �' -- - -- --- - - -- - - - - -- - - - - - - - - - -- - - - _ I - -- - - - -- - - - -- --- - - _.� - -- - - — -- - -- -- - -` - S!t _ `� ----- t 4 — N I J I I n__L-L t i J IJI — fR L �I l I FOOT ELU BLVD, Z INTERIM STRIPING SAN BERNARDLVO RD. @NOTE: SANDBLAST AND REMOVE ALL EXISTING $ Z $ CONFLICTING LANE STRIPING AND STREET _ O J W LEGENDS WITHIN PROJECTS LIMITS Z g 1 IjC�LLJ 1 NW N MM Z Yco ZW + 00 STRIPING FLARE i N Rf �JTIAL C, � �� CONSTRUCTION NOTES I +1 C v Q PAINT 4" WIDE SOLID WHITE EDGE UNE PER CALTRANS DET.f 27B AND CITY OF RANCHO CUCAMONGA STD.133. a X - _ - I ' ` it i I J _ ___ 3 _► �, \ �'' �� " Q ` O2 PAINT 8' WIDE SOLID WHITE CHANNELIZING LINE PER CALTRANS DET. 138 AND CITY OF RANCHO CUCAMONGA STD. 133. Lit — U MEDIAN EDGE UNE PER CALTRANS DET.026 cn PAINT 4 WIDE SOLID WHITE LANE UNE PER CALTRANS DET.#38 AND CITY OF RANCHO CUCAMONGA SLD. 133. 4 .. / nn - CEJ c -- �� ti Q5 PAINT 4' WIDE SKIP WHITE LANE PER CALTRANS STD. A20A , DETAIL 9 I 1 -- - -+ - 114 00 a+ao _ PAINT 12' MADE P SOLID WHITE CROSSWAl1( OR LIMIT UNE PER CALTRANS DET. 4E AND CITY OF RAFICFIO CUCAMONG+4 STANDARDS. rN SAN BM?NA,RT.) RO 2 r g � — ® PAINT TYPE N (LEFT OR RIGHT) DIRECTIONAL ARROW PER CALTRANs STD. A24A , - °__-- —;' PAINT DOUBLE YELLOW CENTER UNE PER CALTRANS DET. X22 AND CITY OF RANCHO CUK;AMONGA STD. 133. C 'iM1i" O 10 PAINT TWO-WAY LEFT TURN LANE PER CALTRANS DET.#32 AND CITY OF RANCHO CUCAMONGA STD. 133. 8 _ _ � `' �. � g STALL TRAFFlC SIGN PER CALTRANS STANDARD. TYPE AS INDICATED ON PLAN i n ti i T_�----zt'— 16 WET SANDBLAST ALL CONFlLICTING STRIPING AND/OR STREET LEGENDS. ,� i 1 0 1 _ � I , �. -- ------ � r. r I �V� , � — —-__-�-___—,�-__ �� �� PAINT STOP LEGEND PER CALTRANS STD. PLAN A24D 1 /� I - -1 1 (— I -- f il• . I � 18 PAINT SIGNAL AHEAD LEGEND PER CALTRANS STD. PLAN A24D SEE ABOVE VINEYARD AVE. 19 PAINT DOUBLE LEFT EDGE TURN PATTERN WITH PAVEMENT MARKER PER CALTRANS STD. DETAIL 29. 1 g S ® INSTALL TYPE K MARKER PER CALTRANS STANDARDS. g + CN U-iN 2Q INSTALL REFLECTIVE HYDRANT MARKER PER CALTRANs sm. PLAN AND C> CITY OF RANCHO CUCAMONGA STD. DWG. NO. 134 STRIPING FLARE 1 T- � T. T T r T _ r• a L. I. ° �. 1 ;. _ a if a • `� 1 _ L" �.1_ l _L_.1 _ • 4 r r, ✓� ° 1 _ • a I a a G i _l fe j ---- - - --- N8 E ( - DESCRIPTION F R I N ° Cl as ;g _ -_- --___ No. 0 EMS 0 DATE APPROVED CITY OF RANCHO C C - --- 1� - - :�rl - rp SIGNING AND STRIPING PLAN c • • ii 1i;• Q. i 40(i ilk Q. I 1 I C • • • • • • r, - - Vl - Q _ _ _ FOR EYARD AVE & BERNARDINO RD. I 'r Esse (STA•27+00_, L35+00) (STA.9+00_S"TA.14+00) 1 . -t - - - - - - F , CMl �7 --------- � - - -- - --- — -- - F _ - -f- ROVED BY DATE . �-- I I � � \-_ _ -- - _ '� — — — - •- — — - -- — � / i �. �* 'r' I ti APP +� / "J i p I CITY ENGINEER+ ��u� '`� C G l/ R.C.E. 0. X953 0 L Ledestey N ULTIMATE STRIPING No. 450 DESIGN KEITH INTERNATIONAL, INC. RECOMMENDED NOTE: SANDBLAST AND REMOVE ALL EXISTING 'x.12-91-02 K.Y. 22690 CACTUS AVE, SUITE 300 JAG- CONFLICTING AS CONFLICTING LANE STRIPING AND STREET `��� SNP DRAWN MORENO VALLEY, CA 92553 SHEET LEGENDS WITHIN PROJECTS LIMITS q�- �q��F J.D. ISOs) 53-0234 flL PREPARED OF: __7__0F-7 � CHECKED Q DRAWING NO. SD - 16 D.C. 5 M p R.C.E. No. 15920 DIP. DATE 12/31/2= _ 1701-3 CL GENERAL NOTES GENERAL NOTES (CONT.) 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. " THE SPECIAL PROVISIONS. CAE 1 7. VEHICLE INDICATIONS SHALL BE 12", PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL ° "P" CAB. 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPEC- EXCEPT AS SHOWN. SECTION � _ � OF DOUBLE YELLOW LINE OR MEDIAN CURB FACE FICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM • PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS "P" CAB. WALK • o / LEFT TURN LANE 0' (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL SIDEWALK 30' 15' 10' WORKS CONSTRUCTION, 1997 EDITION. IN ADVANCE OF NEED. SEE SERVICE WIRING DETAIL HEREON. 0 o ul PLAN SECTION 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL o CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED 8"WHITE TURNING LANE LINE 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- 2, THRU LANE 'r•, a STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONE NUMBERS 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' c� v ARE NOT SHOWN ON THESE PLANS. • CASE 2 (CONTACT SOUTHERN CALIFORNIA GAS CO. 909 947-8227 (800) 422-4133 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR GENERAL TELEPHONE CO. (800) 422-4133 SECTION CAB CID * TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR PACTEL (800) 422-4133 4 LANE LINE LAYOUT. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 -- _ (WATER AND SEWER) THRU LANE w UNDERGROUND SERVICE ALERT "P" CAB. Z (800) 422-4133 SIDEWALK 10' —Ct: PLAN SECTION cr_J 0 4 LANE LINE OR Q Q CURB TURNING LANE LINE 3.1 w EXIST. C do G 0 I C J4 THRU OR RIGHT 10' E.C.R. TURN LANE v ST Z >>2'71 N w " 3J " w r �) 17 )) P CAB. SECTION = CAB � 5' I 0.1 o 16% 8 U C— 6 L C 2 " SIDEWALK t TOP OF CURB FACE 1 I�-Q 1 » G " " _"B" 4 0400 — LVARIES� . o 0 1I IL r 0 rV PLAN SECTION 0 U C.6 TYPE "P" CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE I . I . S . N . S . GDETAIL PAD DEQ AIL REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FlELD) TO ADVANCE DETECTORS PLANS FOR THE CONSTRUCTION OF TRAFFIC SIGNALS AND SAFETY LIGHTING FOR VINEYARD AVENUE AT SAN BERNARDINO ROAD VICINITY MAP SHEET INDEX - III1 pmus-I I Lit 1. Title Sheet 1 2. Traffic Signal Plan N PR U, LOC w � - nil a CD cn LO a ca cn AR" Y U C W O go I ,.,, ..A Trun o - -� No. DESCRIPTION OF REVISION DATE ACI TY PPROVED Cr °TM L" CITY OF RANCHO CUCAMONGA Y U r- Z CrIL TTtQ Q TRAFFIC SIGNAL MODIFICATION rnm VINEYARD AVENUE AT C.0 � � Ln SAN BERNARDINO ROAD aTM 0 GENERAL INFORMATION AND DETAILS omll APPROVED BY Ile / - - DATE 3 .urear.� oQ�p4ESS/pyo! CITY ENGINEER / �/ G R.C.E. NO. 24953 a, DESIGN RECOMMENDED NICKERSON, DIERCKS & ASSOCIATES /� �. Allde : MSD 2150 E. TAHQUITZ CANYON WAY, STE. 5 J All Exp. 3-31-01 PALM SPRINGS, CA 92262 DRAWN 010- ���� M SD("II-TSI DK 12/14/99 (760) 323-5344 SHEET F OF CAI�FO PREPARED UNDERK ERCKS TH N Of: 1 OF 2 CHECKED ' 2 7 DRAWING NO. 1 RCE. No. 38061 EXP. DATE 3/31/2001 —7 O � -S Li CONDUCTOR SCHEDULE GENERAL NOTES a V) RUNS 1. ALL ITEMS TO BE FURNISHED AND ALL WORK TO BE DONE SHALL CONFORM w AWG CIRCUIT Q © TO THE REQUIREMENTS OF: THE STATE OF CALIFORNIA, DEPARTMENT OF ! 1 L_3A L4� L.5A L_6- 1 TRANSPORTATION (CALTRANS) STANDARD PLANS (JULY 1992) AND SPECIFIC- + XI Ij DETAIL »A" ATIONS JULY 1992)); AND THE SPECIAL PROVISIONS. I 4J 01 _ 3 3 3 02 3 3 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS. THE CONTRACTOR, HOWEVER, IS REQUIRED 33' 30' I w 04 _ 3 1 3 TO TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL KNOWN SUB- 05 6 3 STRUCTURES, AND PROTECT SUCH SUBSTRUCTURES PRIOR TO DOING WORK I I o� #14 06 3 3 THAT MAY DAMAGE OR INTERFERE WITH SUCH FACILITIES. 36 I / A -A 08 3 3 3 („UNDERGROUND SERVICE ALERT” - (800) 227-2600.) ��B 02 PED 2 2 2 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL 22' 22' I 04 PED 2 4 2 AFFECTED AGENCIES AND UTILITY COMPANIES A MINIMUM OF 48 HOURS � Q 06 PED 2 PRIOR TO THE START OF CONSTRUCTION. 08 PED 2 2 2 _ - - - - - - - - - BCR _ NO SCALE 4. ALL NEW VEHICLE HEADS SHALL BE 12' (300mm) WITH BACKPLATES. x 04 PPB 1 1 1 5. MAST ARM MOUNTED SIGNS OTHER THAN IISNS SHALL BE FABRICATED WITH -. I aj 06 PPB 1 1 DIAMOND GRADE, VIP REFLECTIVE SHEETING, MOUNTED PER CALTRANS STD. PLAN / ES-6T, DETAIL 'U". / POLE LOCATION DETAIL 06 PPB NEW 1 1 1 1 I 08 PPB 1 1 1 6. ALL PULL BOXES SHALL BE No. 5, UNLESS OTHERWISE NOTED ON THE PLAN. - 08 PPB NEW 1 1 1 1 7. PULL BOXES SHALL NOT BE LOCATED IN OR WITHIN 1' OF ANY CURB ACCESS PPB COMMON 1 1 1 1 RAMP OR DRIVEWAY, BUT SHALL BE IN P.C.C. SIDEWALK. PPB COMMON NEW 1 1 8. ALL LANDSCAPING WHICH IS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL W / \pec opt SPARES 3 3 3 BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE CITY AND THE eco TOTAL 7 41 28 17 PROPERTY OWNER. � W I 3 1 = I �o IO TOTAL NEW 3 3 2 2 ( " o I d Z �\G ca �5 ^ �_ 12 CSC NEW 1 1 1 1 H I �,, I , , c ` ,e a TO POLE E - 01 06 06P I = y '\ . e Z m w i ( SCALE: 1 =20' I V) a 9 CSC NEW 1 1 1 1 O I o G, 6e�`� // /moi `L00G IN U TO POLE F - 04, 08P 12 IISNS 2 2 2 CONSTRUCTION NOTES p' I l 1 # I IISNS NEW 2 2 5. SIGNAL COMMON 1 2 1 1 � -W-08 b3 I ell- 2 to SIG. COMMON NEW 1 1 FilINSTALL EVP SINGLE UNIT OPTICAL DETECTOR FOR PHASE(S) NOTED ON PLAN. I / ~'/ # I Exist. Service Point LUMINAIRES 2 2 2 Ir/1 PP#1733701E S\G LUMINAIRES (NEW) 2 2 INSTALL 2-TWO CHANNEL EVP UNIT IN EX. RACK MOUNTING. (SEE THE m #8 SERVICE 2 a ¢ I O1 1 SPECIAL PROVISIONS). rio, Exist. 2"C, 316IN TYPE �4 3 3 2 INSTALL 2" (53mm) C TO ADV. LOOP PB AT VINEYARD/FOOTHILL. 13' 13' I 'C,aINSTALL SIC FROM CONTROLLER AT VINEYARD/FOOTHILLL TO CONTROLLER I ( Exist. Type III-BF 05 1 1 1 AT VINEYARD/SAN BERNARDINO. INSTALL PB AT 200 MAX. SPACING. I with 2 Type V PEC �� / DLC 06 2 FUT 2-W -f3 ' i /� 08 NEW 3 3 3 ° f �ccoo I Exist. 2"m, 218 //�' ' V /' /' TOTAL 9 6 3 3W tZ 2#1 (Lu ), �S#ilgfiiisns) / / TOTAL NEW 3 I L Ex. Econolite ASC 8000 Controller / 6 Pr. 19 SIC 1 / / 1 2 in o T e "P" cabinet + / / 6 Pr. #19 SIC NEW 1 1 1 1 / EVP CABLE NEW 2 2 2 2 i I ° 4� G 6 2 1 2" 2 1 2" AB 1- -08 2 IFH L 3 , 1 H 1 G, CONDUIT SIZE 3 3 3 2 3 / / ,� } \ i 2 / o �� i � (E)=EXISTING (N)=NEW (N) (N) (E) (E) (E) (E) 3 2 (53mm) C, 1 SIC TO CONTROLLER 6 CABINET AT FOOTHILL/VINEYARD L/ x i ,// E� • ,% / / \\ (NEW) INDICATES NEW CONDUCTORS OR CABLES TO BE INSTALLED. SEE TRAFFIC SIGNAL MODIFICATION _ 06P REMOVE EXISTING CONDUCTORS OR CABLES REPLACED BY NEW. FOOTHILL BLVD. (S.R.66) AT VINEYARD 1 6 04 moo_ 0�� AVENUE (DRAWING NO. 1701-S) a FUT 07 CB I 6 I I <J �.- - - - - VINEYARD 04 — , , -- `%, o. ( f- ) FUT 4� i AB EXIST. 2„C�rf �' rn � / I , r 1 - /i R W �� EXIST. TYPE 1-A POLE JI - - --- ---- P S/W �_ X O6 / RS & HARDWARE COMPLETE 6�DO l - - �_. - ----- R 2 8 X_ X _ / EXIST. TYPE 19 POLE 111p' -- X X P. C&G r �R28 _ - / RS & HARDWARE COMPLETE II �(� ; _ - _ _ _ _ - _ - - - _ _ _ - - - - _ - - EX. IISNS RS O6 EXCEPT FOR R34 SIGN � 4!� ; Sj�Y 00 `EVP 1 I _ 1 0114- E+06 �5 c 341 I I� , / / � 0 \A- 02+05 4 + I I t i t � 5 , � // � o• Mi RR EX. R34 02 �J � � ; / /' ' RJ PHASE DIAGRAM — 4+00 r -1 J <� J c� 3 + 3 +CC BC a r J r /� 06 / / S i\ 1 / r -. 0 2 _ \ 1 p' 08 l I i�rp/- ° `M N RN�pO --- (FUTURE) it - C_'__'co --- -_ 1_�_-� FUT-03* ( 02P / 0� 01 02 03 04 — IM _-- r I- - - --- -- - - - - -- - -- - -- --- -------- i r , �n � r1� U1 ° —� I C_ ( 225' to __ _- ` �I� J_ °� o TO BCR r-=I=-' S X01 i_/6 � ADETECTOR +- i - - - - - - - - - - - - - - _ EX. 0&c ,� DETECTOR SCHEDULE (FUTURE) i — — — — — — — - - —--- 08�Ir< - - - - - - - - - - - - - - -GRASS_ = - - _ FUT 03 r 05 06 07 08 `�� -� 02P X08 , , 11 I DETECTOR CHANNEL ASSIGNMENT N0. LOOPS —__ r t------ — EX. S/W l _ _ . � A _ — — — — — — — — — — — — D./)1 a°on ,�' II (- 1 I L J l � 1 1 1-S-02 2 �� - - - - - - - - - - - - R/W — / 1,171 1� II 1 � � ` B� _ s -i - 1 II L J � 2 2-S 02 4 12-E- / I \\ m0 I i �± I 1 // I i , 2 1 1-N-06 2 \\ I 1 II 1 / I 2 2-N-06 4 OVERHEAD UTILITIES 1 1 / I \ i II r1 I� 1 1-N-01 4 cn I ( X \\` �� + I II I 3 2 1-S-05 4 W � \ + 1 II I I 1 1-E-04 1 ~j I I I 11 II 4 2 2-E-04 2 POLE SCHEDULE 1 1 1-W-08 2 \ I m cn !i SIGNAL STANDARD SIGNAL MOUNTING PEDESTRIAN POLE LOCATION 0 1 II 5 2 -W-O 2 cl POLE LUMINAIRE 1.1.S.N.S. O ` I � 1 II I FUT. 1-W-03 MAST ARM WATTAGE VEHICLE PUSH BUTTON (PER DETAIL A) ° 1 II r I 3-W-08 LOC. TYPE HT. HPSV LEGEND PEDESTRIAN I I , \a �I I 11 J 1 1 FUT. 2-W-03 1 L; _ SIG. LUM. ( ) MAST ARM POLE MT'G PHASE TYPE QUAD A B H \) 1 1 f1 i ( 6 3-E-04 CITY ROAD ^ I 3-E-04 2 FUT. 1-E-b7 3 No. DESCRIPTION OF REVISION DATE APPROVED Z � A � 19-4-80 30 30 15' 250 W San Bernardino 8900 2-MAS SV-2-UM SP-1-CS 04 B S 15 2.5 H I '\1 FUT 1-E-07 I ' - 0-1 rB � 1-A 10' TV-1-UM SP-1-CS 02 B W 13' 2.5' W 43 \ 11 1 33' I 7 EVP2 4 02 & 05 - CITY OF RANCHO CUCAMONGA m X Q+ F, C 26-4-80 30' 30 12' 250 W Vineyard AVE MAS SV-1-UM SP-1-CS 02 6 W 17' 2.5' I 1 \\ 11 I ,I EVP1 5 08 - 4o FUT 8000 32 I 22 I s TRAFFIC SIGNAL MODIFICATION r D 1-A 10' TV-1-UM SP-1-CS 08 B N 15' 2.5' �..� 1 11\ 1 II EVP2 6 04 - 01 w VINEYARD AVENUE AT 11 \ E 24-4--80 (N) 30' 35'(N) 15'(N) 250 W (N) San Bernardino ROAD N 2-MAS (N) SV-1-UM(N) SP-1-CS(N) e8 B (N) N 3' 3' W j ►� ii \\i � I s > L, F� o w II < 1 I\ w II o F 1-A (N) 10' TV-1-UM(N) SP-1-CS(N) 06 B (N) E 3' 3' 31: I 11 L 1 \ ( NO WORK SHALL BE DONE ON THIS SAN BERNARDINO ROAD CL - 5 AVE c i 11 1 1 \ I I SITE UNTIL BELOW AGENCY IS NOTIFIED G 24-4-80 30' ? 12' 250 W Vineyard MAS SV-1-UM SP-1-CS 06 B E 15 2.5 z `CT) W I I II 0 Y OF INTENTION TO GRADE OR EXCAVATE. �o115 APPROVED BY C ,'� DATE 35 FUT 7900 x 'j \ , I �i[r —� H 1-A 10' T T_ 04 B S 15' 2.5' r�� I I �� 11 Q I Underground Service Alert ��D� 'lam CITY ENGINEER R.C.E. NO. 24953 N V 1 �f II o� 3 I Call: N`` ` DESIGN NICKERSON, DIERCKS & ASSOCIATES RECOMM NDED ALL EQUIPMENT IS EXISTING, EXCEPT AS NOTED: ** - INSTALL NEW IISNS ON HORIZONTAL SIGN ARM. SEE SPECIAL PROVISIONS APPENDIX FOR DETAIL. X° IG, TOLL FREE 4 No. M061 In m MSD 2150 E. TAHQUITZ CANYON WAY, STE. 5y>� (N) - NEW I I V II r -�/ I r 1 -800 * * DRAWN SHEET 1 d . 3-31-01 'b PALM SPRINGS, CA 92262 (R) - RELOCATED NOTE: THERE ARE SPECIAL PROVISIONS FOR THIS WORK ii L J s cly�� �� (760) 323-5344 `� f'j£OF CAI�E�� MSD(9911-15t.DMC 1$/14/99 PREPARED UNDER PERYIS�N OF: 2 OF 2 ON FILE IN THE OFFICE OF THE CITY ENGINEER. ► II 1-E-04 I I 227-2600 114e7 00 U,cr, _ I I II ( I CHECKED DRAWING NO fi ek TWO WORKING DAYS BEFORE YOU DIG RSC E. NoDS. 1ERCKS 38061 EXP. DATE 3/31%001 �T POLE SCHEDULE" " CONDUCTOR SCHEDULE INSTALL 1 1/2-C(4 T RUNS STANDARD LUMINAIRE RENS & SIGNAL MOUNTING PPB 1 SIC, TO S/W CORNER OF 4 ` -1 `-_ _ 1/2" T S I 4 RS VINEYARD/SAN BERNARDINO 416L 4160 i� 16 1/2" 8"UC-6"LC „ 2^ AWG CIRCUIT N0. MAST ARM LENGTH WATTAGE IISNS VEHICLE (TYPE "B") -r - i ! 112 it 0400 3" �'1�� Q Q 4Q 5Q 6Q Q 1'91 TYPE PEDESTRIAN �' � AB SIGNAL LUMINAIRE (HPSV) LEGEND MAST ARM POLE PHASE QUAD. -r t i i AB EX. LOOPS 01 3 3 3 INSTALL 1 1/2"C(41mm) 3i 02 3 3 3 3 3 3 19- �- 80 30' 12' 200 W �oot!-�ill Blvd 2- MAS SV- 1 - T SP-1- T , -� , 03 3 3 3 2DLC, 1#10 (GRND.) 00�� 3A I . I . S. N . S. LEGEND DETAIL - 1 �- '0 ``'- S WEST ' - - ,� �4 3 3 3 6 3 SP - T " 0 05 3 3 3 3 3 6 3 3 3 INSTALL �. 29 5- 80 65' 15 200 'A' 'rleycr;; Ave 2 - MAS Sv- 1 - T SP- 1 - T 8 WEST " 4 _� _ 417U \�- 1 1/2 C(41mm), 1 SIC l + T V- - T SP-1 -T T N R TH I %---- - EX. EDISON 06 3 6 3 3 3 1 -A-10' 2 S 2 0 0000SP HANDHOLE 07 3 3 3 3 3 i _ PB #-X5200109 08 3 3 3 3 6 3 3 OE 26-4-80(129) (N) 45'(13.7m) 15'(4.57m) 200 W (N) Foothill BLVD (N)" 2-MAS (N) SV-1-T(N) SP-1-T (N) 2 (N) NORTH 8900 + - L `_J 1 ---_ 02 PED 2 2 2 2 2 2 O1-A-1 3.05m N -- - - X I AB NOTE' 0'( )O TV-2-T(N) SP-1-T (N) 4 (N) EAST v o j 1 06 PED 04 PED 2 2 2 4 2 2 2 SPECIAL PROVISIONS FOR THE WORK ARE ON 4 08 PED 2 2 2 2 4 2 2 © 61-5-80(129) (N) 60'(18.2m) 15'(4.57m) 200 W (N) Vlneyard� (N)# 2-MAS (N) SV-1-T(N) SP-1-T (N) 4 (N) EAST _ 4 1,1.1 FILE IN THE OFFICE OF THE CITY ENGINEER. 02 PPB 1 2 2 2 2 oH '1-A-10'(3.05mxN) TV-2-T(N) SP-1-T (N) 6 (N) SOUTH INSTALL 1 1/2"C(41 mm), (19 m) 15 8m 04 PPB 1 2 2 - 3DLC, 1#10 (GRND.) I 1 14' 11' 11' 11' 1 10' ! 11' 12" EX. ELECT. �6 PPB 2 2 1 PPB POS" 6 SOU TH 4.3m) 3.4m) (3.4m) (3.4m} Om� 3.4m) (&7m) j I SERVICE CONDUIT �8 PPB 1 1 1 1 1 2 1 1 1 PPB COMMON 1 1 1 1 1 2 1 1 1 rl - - 7J1 OL 7J9 W '/ , DETAIL A SPARES 3 3 3 3 3 6 3 3 3 ALL EQUIPMENT EXISTING AND TO REMAIN UNLESS OTHERWISE NOTED: 3 ' I J' TOTAL 13 23 28 32 38 66 28 22 13 (N) NEW POLE PLACEMENT i I �, it #12 IISNS 2 2 2 2 2 2 2 2 t NOTE: CONTRACTOR/POLE MANUFACTURER SHALL SUBMIT DESIGN CALCULATIONS POLE PER CALTRANS - - - -- -- - --- - - mol - - -I - - Z ,� EVP DETECTOR SIGNAL COMMON 1 1 1 1 1 2 1 1 1 AND DRAWINGS NECESSARY FOR CALTRANS HQ STRUCTURES APPROVAL OF STD. PLN. ES-3C INSTALL 2"C(53mm), IxW I o MOUNT OPTICAL DETECTOR #10 LUMINAIRES 2 2 2 2 2 2 2 IISNS MOUNTED ON HORIZONTAL SIGN ARMS NO. 5DLC; 1#10 (GRND.) a o� ` - w 0 ON SIGNAL MAST ARM BY ON r. A B I TOTAL 3 3 3 3 3 2 3 3 1 DRILL AND TAP METHOD. INSTALL v `�'a w TRAFFIC #8 GROUND 1 1 1 1 1 1 1 1 1 5' (1.5m) 3' (.91m) 1 1/2 C{41m�n), 1 SIC NZ SIGNAL c6 IMPERIAL UNITS SCALE (FEET): t =20 Q " 4 1 a Q® MAST AR LOCATE EVP #6 SERVICE 3 3 3 20 0 20' 40' AB X. LOOPS 6 EX. TYPE III-CF DETECTOR ON LEVEL p %<, E 3' (.91m) 3' (.91m) � - - 7J5L 7J5 ( �1 4 4 4 4 C'4 W111A - �> %��� a AB I 1) SERVICE PART OF MAST ARM 02 5 5 5 -u © 3' (.91m) 3' (-91m) ,� - i" I EX. 2"C(53mm EMERGENCY VEHICLE PREEMPTION DETECTOR TYPE 03 2 2 2 2 2 METRIC UNITS SCALE: 25.4mm = 6.096m - _ - .� I INSTAL 3 tRVICE), TRAFFIC SIGNAL MAST ARM MOUNTING DETAIL �4 2 2 J 5m 0 5m 10m O 3' (.91m) 3' (.91m) i� a - 2#10 LIGHTING)) 2 12 (IISNS) NO SCALE g O5 4 4 � " `�\\\ 418U x 417E ` _ j & 1#8 (BEAR G�20L[ND) DLC 936 6 6 6 6 6E , _ l' 08 4 4 4 4 4 2"C,TEL. CABLE RAB _ _ _ A � = TOTAL 6 6 11 15 31 12 10 10 /0PROP. ROW ---- 6 - EVP CABLE 1 1 2 2 3 4 1 1 2'C(53mm), WITH PULLROPE H , _ -� �;` -V-7-7j-� ,' FOR FUTURE SIC - - CONDUIT SIZE -3 2" 3" 3" 3" 3" 3" 3" 2" _--- _-- - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- --- - --- -_-_ _- _ __ 03 \ �- '� ' ;' i '" _ (53mm) (78mm 78mm (78mm 78mm 78mm 78mm 53mm) I I l! V I 1 I -�-- � - ( ( 78mm - 0g'��,'. \ �EX. 1 1/2"C(41mm), EX. 1`1r"C(41mm), E -EXISTING N =N JPROP C&G_ _ jTO © �� 4 � AB Ix. iLOQP ! 03 08 06p INSTALL IODLC, 1#10 (GRND.) INSTALL 4DLC, 1#10 (GRND.} -_ _ - ( }- ( ) EW (E) (N) (N) (N) (N) (N) (N) (N) (E) 6 06F1 - 1 ` 5 03+08 113, - - - • \ EX. ROW �- a •d • 4, s d . • < a d a d < < •, • • ° • • ` d a 4 AB L. + ya i _� -:� - 5/'�� /_~ `_`�{—- ` _ �_ _ _ — — I_ — — — — 06 Ile 4 2"C(53mm), WITH PULLROPE- RS EX. C&G --- - ' FOR FUTURE SIC `~ - __�{ �'{_, 2 TYPE 1--A POLE ;�Q!� i E X. 1 1(2"C(41 mm - -r RS ), - - - - - - - - -T- _ _ INSTAL DC , - - - - -- 2 PPB POST- J~ I �T� A T71�{ ��\ 5 Ot+Os ' 1 ' IRS 0 J v E I 06 _L EX. LOOPSR r - N TERMINATE 1 1/2"C(41mm), W/PULLROPE -� * - FT - - - -- - --- - - w _� �. 2 T- I E . POLE-- - - -- - - - — --- - - --- - -- -- -- -- - ^-- - _ - � ; \� FOR FUTURE SIC IN NEW PB AT WEST j ;; '-�';-�;= I - 205' (62.5m) TO PROP. MEDIAN u 1 �- R73-5 J CROSSWALK 405 123.4m) TQ END OF MEDIAN ISLAND. II INSTALL 1 � � I � `---_�-- 1 1/2 C(41mm) WITH PULLROPL �^ �� ` � , CROSSWALK FOR FUT. SIC. INSTALL PBs AT C) 0I - o AB EX. LOOPS - � 2 ----� -� - �-_ - rn '8 � 01 C-4 '` AB 0 I " 22 EACH EX. LOOPS 200' MAXIMUM SPACING ... _ �� AB 2 EACH 1 1/2"C(41mm),PULLROPE (FUT SIC) - ' - � 05 _ Pei - aEX, LOOPS in ^ Ex. 4 R S ^ AB Ex COOPS . E - ._ E EX LOOPS �2 EACH �'� AB ^. c� AB Ki EX. LOOPS INSTAL R73-5 � 2 EACH � - � ... N r l t A EX. LOOPS BACK OF CROSSWALK LIMIT LINE N ` - J 205' (62 5m) TO `y 02+05 rJ CROSSWALK/ 405 (123.4m) TO N - BACK OF FUT. X/WALK 3 ` - ` J RS 2 I 02 -= - ( S . R . N L E I� - --- W — LIMIT LINE - -- - -----;T --- - 1-A POLE 6 ,� `O 10. -- N -- AB ' ' m (3.Om} O THROUGH ----- - --- -- -- -- RS 2 PPB ST .� L N + 1 1 ' O - - ---. - f 0 5 30 O EFT TUR PROP EP -�_ ___ _ '� RS 2 TYP 19 POLE, - -- ------ - — - - -- (3.Om) (4.6m) (9.30' LANE I ----- — — C4- 7- I — ---�'-- S ) AB _j , I \ 3DLC,"C 10m GRKID. AB P OP. EP Y AB RR EX - - - -- { ) R34 02 01 '' AB EX. LOOPS - - -- - - -- - - ----- - - -- - - - ----- FUTURE C&G + — — — — — — - — — — — — — — AB 07 } -�Ex. c&c -- �- NOTE: LOPSPACING DE AI FUTURE C&G �' � � �- � �- V � _ � Y{ , � J/ O — — 1 i I FRONT LOOPS SHALL EXTEND 2' (0.6m) INTO CROSSWALK T - -1 1%2"C!41 mm) X. ROW F EX. ROW 2DLC, 110 ;GRIVD. I - 5 04+0� 3 ACk OF FU X/W LK " �' ' GENERAL NOTES �` � _ THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. - � 1. ALL ITEMS TO BE FURNISHED AND ALL WORK TO BE DONE SHALL CONFORM 8. THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THE PRECISE FIELD 0REPLACE TO THE REQUIREMENTS OF: THE STATE OF CALIFORNIA, DEPARTMENT OF LOCATIONS OF ALL TRAFFIC SIGNAL EQUIPMENT PRIOR TO INSTALLATION. RAMP 04 &21 07 1 EX PB . . w TRANSPORTATION CALTRANS) STANDARD PLANS (JULY 1997) AND SPECIFIC- ATIONS JULY 1995; CALTRANS TRAFFIC MANUAL; AND THE SPECIAL PROVISIONS. 9. ALL LANDSCAPING WHICH IS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL ( BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE CITY AND THE FUT, !%� i08 - 0 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE PROPERTY OWNER. RAMP h F-15'(4.6m)Cn ' EXTENT OF AVAILABLE RECORDS. THE CONTRACTOR, HOWEVER, IS REQUIRED 10. LOOP DETECTORS SHALL BE SPACED AT 10' 3m) IN THE DIRECTION OF �\ 8J7L - EX. 2" (53mm C, TO TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL KNOWN SUB ( - ` )) STRUCTURES PRIOR TO DOING WORK THAT MAY DAMAGE OR INTERFERE WITH cz TRAVEL UNLESS SHOWN OTHERWISE ON THE PLAN. 6 \- -- INSTAL 6DL SUCH FACILITIES. ("UNDERGROUND SERVICE ALERT" - (800) 227-2600.) 11. INSTALL ALL NEW CONDUCTORS AND CABLES. E - ' 1#10 INSTALL 01 �2 933 04 0 _j 12' 12' 12 18' � 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL 12. ALL CONDUIT SHALL BE TYPE 1. VAR. AFFECTED AGENCIES AND UTILITY COMPANIES A MINIMUM OF 48 HOURS I (3.7m) (3.7m) (3.7m) (5.5m) EX. 1" (27mm)C, CD PRIOR TO THE START OF CONSTRUCTION. 13. ANY DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL, AT HIS L J r„ INSTA L 3DLC, \� co ., EXPENSE, REPLACE OR REPAIR DAMAGED FACILITIES IN A PROMPT MANNER. j 1#10 1GRND.) t CITY 4. ALL NEW VEHICLE HEADS SHALL BE 12 (300mm) WITH BACKPLATES, THE CONTRACTOR SHALL NOTIFY THE RESIDENT ENGINEER OF ANY DAMAGE I 3150 _ NO. DESCRIPTION OF REVISION DATE APPROVED THE HOUSING, BACKPLATES AND VISORS SHALL BE METAL. ALL LENSES TO STATE OWNED EQUIPMENT INFLICTED BY THE CONTRACTOR. I ; ( �� ( 05 06 07 08 Z SHALL BE GLASS. PLASTIC HEADS AND LENSES ARE NOT PERMITTED. CITY OF RANCHO CUCAMONGA 14. CALTRANS ELECTRICAL OPERATIONS PERSONNEL SHALL BE NOTIFIED SEVEN I o �t �f o 5. MAST ARM MOUNTED SIGNS OTHER THAN IISNS SHALL BE FABRICATED WITH DAYS PRIOR TO EXPECTED SIGNAL COMPLETION WORK FOR ALLOWANCE OF I EMERGENCY VEHICLE rn DIAMOND GRADE VIP REFLECTIVE SHEETING, MOUNTED PER CALTANS STD, PLAN PREPARATIONS. w m w j I X - x - - ES-6T. DETAIL 'rU". 15. ALL EXISTING CONDUITS SHALL BE THOROUGHLY INSPECTED BY THE Q i W J I w w j PREEMPTION PHASE SEQUENCE 6. ALL PULLBOXES SHALL BE No. 5, UNLESS OTHERWISE NOTED ON THE PLAN CONTRACTOR. THE CONTRACTOR SHALL REPLACE CONDUIT FOUND DAMAGED, 6 + 44 s; TRAFFIC SIGNAL MODIFICATION 7. PULLBOXES SHALL NOT BE LOCATED IN OR WITHIN 1' (30OMM) OF ANY CURB CORRODED, OR BROKEN. (', 6m) f._.-� (13.4m) ACCESS RAMP OR DRIVEWAY, BUT SHALL BE IN P.C.C. SIDEWALK 16. SAFETY LIGHTING SHALL NOT BE INTERRUPTED. `— FOOTHILL BOULEVARD (S .R . 6 CONSTRUCTION NOTES T 319E ;� E ; ----�- AT VINEYARD AVENUE � o E Q EX. LOOPS tO 3 4 '� SC TO NEW DLC 01+06 �2+�5 �4+07 m3+m8 3 El INSTALL FOUR-PORT ACIA MODEL 170E CONTROLLER ASSEMBLY IN A NEW INSTALL 2"C (53mm) TO S/W CORNER OF VINEYARD/SAN BERNARDINO. X Q 3 i -�� F4 � APPROVED BY � � TYPE 332 CABINET COMPLETE INCLUDING EMERGENCY VEHICLE PREEMPTION INSTALL SIC FROM CONTROLLER AT VINEYARD/FOOTHILLL TO CONTROLLER CB -�� ]EX. TEL 1 , EX. 1" 27mm C E 6 APPROACH W B APPROACH N B APPROACH S B APPROACH i /' �i DATE, 2495� U) TO VINEYARD SAN BERNARDINO. INSTALL PB AT 200' MAX. SPACING. AB SERVICE _J _J INSTA L( 2DLC,) CITY ENGINEER _._ . / ��favi-/' R.C.E. N0. 2495`3 EQUIPMENT, TWO 2400-BAUD HAYES MODEMS, MODEM-TO-MODEL / 1#10 �GRND.) No woRx SHAtL eE oarE ON TFMs pF 170 CONTROLLER INTERFACE HARNESS AND RJ-11 MODULAR JACK. 8J7U SITE UNTIL KLOw AGENCY IS NOTIFIED `� DESIGN RECOMMENDED OF INTENTION TO GRADE OR EXCAVATE. NICKERSON DIERCKS & ASSOCIATES -- INSTALL SINGLE INPUT EVP OPTICAL DETECTOR ON SIGNAL MAST ARM, Y `r, 1 m REMOVE AND SALVAGE EX. POLE AND HARDWARE COMPLETE. REMOVE 5 PER DETAIL "A" THIS SHEET WITH PREEMPTION PHASES AS SHOWN. E 3 SC EX. LOOPS Under round Service Alert ��� �C,�s� MSD 215o E. TAHQUITZ CANYON WAY, sTE. 5 0 F1r,a, TO NEW DLC PALM SPRINGS, CA 92262 rn 2 EXISTING FOUNDATION COMPLETE AND BACKFILL HOLE. GTE MANHOLE-' 04 X 3 Cal: TOIL FREE = N DRAWN SHEET [6] MODIFY EX. 120/240V TYPE III-CF SERVIICE EQUIPMENT ENCLOSURE TO \ No, 3-31- (760) 323-5344 GTE SERVICE POINT -8� Exp. 3�-Ol * MSD (9803-TSI.ONG 9/72/g9 pip OF F- INSTALL 12" WHITE LIMIT LINE. POSITION LIMIT LINE TO MATCH BACK PROVIDE FOR A TYPE V PEC, INCLUDING CONTACTOR AND TEST SWITCH, u ! 31 STRIPE OF FUTURE CROSS WALK. AND 100-A (MAIN), 50-A (SIGNAL), 30-A (LIGHTING), 15-A (IISNS) & ` _ ` _ ��-2�� �r9F VI ��� CHECKED --- �:r�`� DRAWNG N . C" 15-A SPARE CIRCUIT BREAKERS. o (SPARE) 8J6U 8J6L W"'D'"`"'0 DAYS eE W VW DIC �f CA1�F MARK DIERCKS AT. / �] ,S R.C.E. No. 38061 EXP. DATE 3/31/2001 ` ` CD rt 14 o Z