Loading...
HomeMy WebLinkAbout1555-S 444Yrb7V AVENUE i r 14, 1/2' I , /2'; /4' SIGNING I STRIPIBG GMRiL ROTES; II/ „ I Q W 1. SII details and dimensions far traffic sisrts and the installation thereof shell _. �' J conform to the Gottron San Specific .on•, Traffic Mcinual, and Maintenance I I I h Manuo. Regulatory and warning signs shall be minimum 3C on loco, residential li OO r000ways and minimum 36' elsewhere. 2. Mea and relocated signs shoe be instaftee wing green non-oerforoted Unistrut Posts and anchor sleeves except an noted. Sign posts shoo b. 2- x Y and of sufficient length to extend from the top of the sign(s) to between 6 and 6 inches 1 f n 2 ill W / ^ into the anchor sleeve and 1provide 7 feet deoronce between finished q��de ' lee 9 --- N Y /��w ^�`-'�J1 26 5 4 9 aand the bove finished rade and bThe e 2-%4 0% sleevs4shall extend 1 to 2 inches R 26(5) �/V+LY R/f✓ - �v/tel GT g / by 30' long. Posts shall A101eTt1 G(/(" be attached to the anchor sleeve utilizing Unistrut comer bolts or two Unistrut w ur �Q 7EL'G^6�E drive rivets at right angles to each other. Attach signs to using the drive —, R26(5) ID / 5 l8 rp m I WitRN. 5/6�`' rivets or other City approved techniques. Install R26, R26(Srand Neighborhood JT" watch signs on green T channel posts. 3. Procedures for pointing of striping and pavement morkings and installation of - ----- -- - -- -- -- - -- ------ ---- ---- --------- - - 3� - pavement markers shall conform to the Standard Specifications for Public Works - •^ /O ( U U ^ Construction and the following provisions! /0 , ` �''� /N Too ` �---- -- -=-----------------� - R26C5) �-� /ST 14 - _ l2 - o. Point and oN details and dimensions for traffic stripes and morkir,gs shah �,O01V&OS jA 10 Traffic-� ---- ¢ ---- _ -_-- conform to Cottrans Standard Sascifieations, Trac Manual, Maintenanee __ )✓ -- - - _ ~ MJ and City Standoro Drow ng t 33 poge 1 unless otherwise noted. _ f� • - - - - Q�1 - - -- -- _ _ _ _ _ _ ��-- ^ Pavement legends shall conform to City of Rancho Cucamonga': maintenance bd 65 Gb ��CV 67 i +- GD/YSTRL/G 69 - 70 - - - - - - - _ _ _ --14 - _ - - stencils. 7 - - --- ;MEI1//�N C.1/R�5 ----- - - - - - -- - - -- - - - -- - -- `- • that do not Conform to the plans shall ----� --- /8 • --- "' J _ and c :crit s sting. ge ---- - - • N 2 M S 3 be removed wet sandblasting. EwST ST,piPrA/G 4 c Y6LCaw RAO✓U.5 /y�CrYP) � � � .n . �p ,FEMA/N 1 � f/�? /�� ---- N � ---- N � /2 2 � The Contractor s1taH furnish the necessary control points for off striping - - - ---- -- - ---- ---- --- - -- _- -- - -- - - - - - - -_ - - - - - - - - - -- - - - - -- - - - - - - - - - -- - - -- --_ - - - -.. - - - _ - -. - - - - - - - to the asatisf action of the City Engineer.comp stents and accuracy of 00 LLl W-¢/ l0 R 26�y) _- l( R 26(5) - - NEW E.R R 26:5) ;J T�-.� W-y6 iry/oLc N- ) -- R 26<5) —-- - 'VEk'_ E•P 11126 C✓) - 1?2605) -- d. Spatting shoes be completed and approved prior to rsmovol of any existing EX/5T. 5 rLr Raw t 10 �Ol now sstripq,rstbuq stris anin nope cased shall aryl section of stresholl be �etdprior bleftto withutlng proper striping for more than 24 hours, or aver weekends or holidays. 4. ALL /°AVEMENT 4fA1g1<11VI (G/QO•ySWAL•/tc rUR/�'/'tRROW x VZ 07P R , Erc. ) SHAu. BE r1lEl"OP44s71C urLEss drJq 5E AoTEO ON rNe A4AIv. as S•Al G CZISr/Nb' STR/R/NK',tNO GE6EN0,? j0 IRrMA/N Alle r 86 RE6riQ/PEO 'A v STRIPING CONSTRUCTION NOTES: S NINSTALL 8" WHITE SOLID STRIPE PER DETAIL 38. v W 2 INSTALL 4" WHITE SOLID EDGE LINE PER DETAIL 27 B. 43 �lI SD'(T1'P) T.t'.ct�°'/� 5i!�,+�u'G � l�tj �Q ❑ uj ❑Y 9 R!g-2 ❑3 INSTALL 12" WHITE CROSSWALK OR LIMIT LINE PER STD. �R/8-2 /G G I I ao QO• g A 24 E C(�05yWj'tLK TO BE fNSTRLLE W-41 _ W1 Or 4r W C wires sisrvnL). t 4 INSTALL 12" SOLID YELLOW @ 455 AND 20' O.C. !8 a 5 !9 Y l0 261y) NoTeTN uiRB Rely !-r /T 3 !8 I 5 to •�-- co X5C 5 f - ' `'. '� B /o R 2615 ( 2Gt3 " _ � �\� / ❑5 INSTALL 8" WHITE CHEVRON STRIPE @ 50' O.C. ---- ,Q� - - _ -•r -�� -R2�- - - -- ----T�� =� y /-5a-�'- ------ - - -___-- --------- !2 ��c �wG.A,n- U � lTr,) - - - --- ---- - �II -I - -- - - - ` 1�� -�! - _- - _-- - ___L - _---- - --- ❑6 INSTALL ALL 8" WHITE SOLID STRIPE WITH TYPE "G" MARKERS Prom)6L=1J 5MIP25 ' O.C.(5 ! f2 _ ---- ---- ',�'- y ---- ---- --+ CONSTRUCT/ON /mac /4 �r Ib ------N_---- -- -��FrWPo 6 PJ��v� -- ------- INSTALL 4" WHITE LANE LINE PER DETAIL 12 . x --- � 7s ~� 79 �o - 11,;, 8r - - ® INSTALL TYPE IV TURN ARROW AS SHOWN. 7 /oCRT) a� -- - - _ ,' - - - ,, -- - -- -� -- --- 8 I l2 B N g Q � ❑9 INSTALL SIGN/POST AS SHOWN. - -- - ---- --- 15 ----" ---- ---- -- - --- - ---- ----� - ----- --- I8 - -- � ��I F--- ---- 7Pt.P, RELOCATE EXISTING SIGN BEHIND PROPOSED CURB OR.1Per- u/� a. Ab•_ 499 O� (lyI Aw.NoPAVEMENT AS NECESSARY. RELOCATE oNTo /0/1I G/6HT PoLE /F Po5gloLE 1►'EW EP, 1M/ �J� = �����.�F-------- - _— 1 - - ^ __- 1-- ---- _-- I ----f` - --- 5---- ---i-- -----`� - 11 REMOVE EXISTING SIGN. Ex/5r s�LrR/w P,�or K/41 P�c,F' �2G(s� - 'i `� °p // SouTN cuRB 12 SANDBLAST REMOVE EXISTING STRIPING OR PAVEMENT MARKING. p�pP JC 2G(�� •LY R/�,t -- p - - 5'LY le1w wn- ;�u(s) 13 INSTALL LANE LINE EXTENSION THROUGH INTERSECTION PER P1zaP R/8-2 _- -= K/yr DETAIL 40 A. G �i'GrV.OG I CONSTRUCTION NOTES (CAN l4 /1V6T1+1-L FLEX/BLE TYR°"K"M^RKER 31FROM MEC"N NOSE /M51ALL T"pE ~H"M�tRKE�Q AICKI MEO/4/V GUR6 @ Z4'9.G. E,Q $7 GSA/G 26A• I l8 illi ILL 6"iwnF SOLID 5TR/PE. ❑ /' l9 1NST�ILL BIKE DINE Prt(/E�1ENr,N�tRKAI� 16 /NSTALL 4".54L/0001/9LE yELLON W MA 5/ OR/VE J I� - WITH O/REGT/ON& 14,R111tOw. 17 NSTiI LL R 8/ (6 6 "x 5E'E OW6,No• , ski. 5 of5 , R�%HESJER / v: RVENUE STREET /M�ROliEti1E/�r !°LANs �� /AI. PAVEMewr )%Arrn-s Prr rw-,r 4nti sry .4 2#i-.4 //' V 4 ,51 KE 3 Br!cE O ZAME LAN O so'(7YP) 1 11h 7.�/FiG SiGrv.►G XAFW�G g/6N'oG .11 f W1 67- GT III R/w K'/Sl GT _ - - O -- -- R 26(5) I E R2lo(h) �? ZrI 10 11(5) l2 I /sr. A G. M 43 �� rK0 s1:D ST�JPiAJs I 1 I F�vsT srcrnal6 MEp�N d d I!0 I R+ PEr- OWG. 6. /� �. �' Tb,CEf'G4/Jl! -- P No �fg� N 1i�`L ui 86 Pl I -- ---- -------- -g _ ZA16T1RUCT/01V - -- T-- ---''5-----_-- --,r--_- -- _1--- -- --- 1'%6 87 - ----�88- --- ----�--- ---- -� \89 --- -- - -- - ---� - __� I 1 1 I SII s i --------- ----------- - vv O lDO' � 7 6 'ArpG s Al QB R6l-20. 1 7 L� W JC2Gs y.--- 6 9pu• Tb �Z,rp' 7a_ L/50lb ,BCR • I J 1 UM/T UA/E UM/T LIME U fA * X 2G s sick) To Be/41574uleD ON 5Tt¢Ed-dlQAT Srr�cr�1 eD ( I I I A I I I I I , I P O P L A R D R I V E i I . I ��xsTRvcTION NOTES: FT [1 INSTALL 12" WHITE CROSSWALK OR LIMIT LINE. Q2 INSTALL 8" WHITE CHANNELIZING LINE PER CITY STD. 133. DESCRIPTION OF REVISION DATE APPROVE ❑3 INSTALL 4" WHITE LANE LINE PER CITY STD. 133. ® CITY of RANCHO CUCAMONGA INSTALL TWO-WAY LEFT TURN LANE PER CITY STD. 133. a INSTALL DOUBLE YELLOW MEDIAN PER CITY STD. 133. ® INSTALL SIGN AS SHOWN. SIGNING AND STRIPING PLAN ❑7 INSTALL TYPE IV TURN ARROW AS SHOWN. ® INSTALL PAVEMENT MARKING AS SHORN. A POPLAR D PARCEL MAP NO . 14022 �9 /NaTALL /2"reccow �s � 4s' ANo 20' o.c APPROVED B Y : DATE : / IIV6Ti4L.L leo pF s �x 3 WH/TE !�/E UNE PEC Cv_TJGtit1.S DET. 379.5. Q�c>ffss� CITY ENG I NEE �<« RCE No . ?4953 -- - y1tT0# �. DESIGN MADOLE b ASS I ES. INC. RECOMMENDED M5 OF THE I NLA EMP 1 RE P� fri C04SULT I NG CIVIL ENGINEERS w No. 14814�^ AND LAND PLANNERS Eq�3-3/-9 7 DRAWN 10501 QLRCH STREET 6U!TE 107 SHEET RANCHO CUCAMONGA. CA91730 64= C909) -1311 4 O F–�— CHECKED ____ RCE No 14g14 T57RAWING NO . TE 2-z(w - 94, FILE No /ft-13, 1555;5 FJ°LAR STRIPING PLAN - 24L0.271PF . i2b917 507 09-Jon-95 01 :32 PM / 126-917- 1 CITY SHT . NO . OF i J 4 _,31 n 7 o ►. �� mZZ66W' 0( LJ9/AILI /j' TL/,eN /J) ,45 � O? CS V'.) y�, ILI 14 d1 t>n v, to ,� 1J _ I 1 0h Tb v, Crt' wi9L� ® z 19 4- m � Q w 4 7 ` '� II g 1'""r 1b G1� R�I�✓� ( T �' o[ 8265 — Q265 �' =• � X' 20 5o\ atollI ( 10 912(01-2 • ' - �- rlL r I Aloe GUB 4 r( RL)TKWL 20 lad 1101 D �e26y 1� Is N 2 ✓ j 1 — - ICL'` - g n y -- a i // N, � 1�, �l PRoP 6(Gurre✓R� 5� � � �I� 11 - _-- — _—_--i�'�) �r=J --_- ---- q loo ' �-I 50' -� I — — — — -�- N . — a t - - -- - _ _- - -- - ,rr-- — - - - -- _ - F5v 17 I Ex 15T. cutM} GuTTER 4 d ® civ !00 * /00 ` _� 20 ZDI0 I �} --,— I �_ es/Q LQ h)44 to2 �1 I4(1 \� 4 © o IGo fr Tzlew_LlU Wve� ® '�► , NSALG 31bP 5 Gil/jl� G� ,p81® yf W — — -- 2 v I t>J ( / 21i ON l� ft ,T W Z 1, 7,0Y_ Al v g3 Vj 3� r d�\ t�Q �� �� 2 X111► � � N N I i �! a, 305 tywIl avyo!„ANES J)QiilY.S/ , ---- - --- 47 4�1PA/Nr �1� �G or UM/f - � f•lJiNd/-SNE �,� I I 7-1 NAME SIGN �� 77- 2 SCALE: 1' " 40' I AHVV I I SIGNING i STRIPING GENERAL VOTES: STRIPING CONSTRUCTION NOTES: , y/GNAL 1. NI details and dimensions for troffic signs and the installation thereof shall , I conform to the Coltrans Sif, Specincetlons, Traffic Manuol, and Maintenance � INSTALL DOUBLE YELLOW CENTER LINE WITH TYPE "D" � j Manual. Regulatory and warning signs snall be minimum 30- on loco residential I r000woys and minimum 36" elsewhere. R.P.M. '$ PER CITY STD. PLAN NO. 133. 2. New and relocated signs shalt be installed using green non-perforated UnistnutFUTURE GURB or GUTTER posts and anchor sleeves except as noted. Sign posts shall be T x 2' and of F2� "INSTALL DOUBLE YELLOW MEDIAN WITH TYPE D" PROP E•R sufficient length to extend from the top of the sign(s) to between 6 and B inches i into the anchor sleeve and provide 7 feet clearance between finished grade R•P•M. S PER CITY STD. PLAN N0. 133. ``� 3 �/0 �3 ^�xlST. and the bottom of the signs). The anchor sleeve shall extend 1 to 2 inches 2 NE1N GrP / ExfST. E.P above finished grade and shall be 2-1/4" x 2-1,4' by 30- long. Posts shall VVVV f be attached to the anchor sleeve utilizing Unistrut comer bolts or two Unistrut INSTALL 4- SOLID WHITE EDGE LINE (NO R.P.M. 'S) PER _ t$ _ 3a i 76 - drive vets of right angles to each other. Attach signs to post using the drive 't u _�._ ,__ _s2 _— �T rivets or other City approved techniques. Install R26, R26(S) and Neighborhood CITY STD. PLAN NO. 133. `Ll — — — watch signs on green 11 channel posts. 3. Procedures for pointing of striping and pavement markings and installation of ® INSTALL 4" SOLID WHITE LANE LINE ( 100' LONG) WITH 41 - - - - — pavement morkers shall conform to the Standard Specifications for Public Works " " (Q / J4J Q Y (2 Construction and the following provisions: TYPE G R.P.M. S PER CITY STD. PLAN NO. 133. Q ` _ to rQ M/6T 6K/r YEL10W cav _- - -- a. Point and all details and dimensions for traffic stripes and markings shall 5� INSTALL 4" SKIP WHITE LANE LINE WITH TYPE "G" I I� 4y16,�-NG TQ li�7TER conform to Caltrons Standard Specifications, Traffic Manual, Maintenance R.P.M. r S PER CITY STD. PLAN N0. 133. Manua l and City Standard Drowing 133 page 1 unless otherwise noted. 1O Povement legends shall conform to City of Rancho Cucamonga's maintenance stencils. l6! INSTALL 8" SOLID WHITE CHANNELIZING LINE WITH R-265 h \ / �OLLOW G,ENTFRL/NE b. Existing traffic stripes and markings that do not conform to the plans shall I I be removed by wet sandblasting. TYPE "G" R.P.M. ,S PER CITY STD. PLAN NO. 133. y I c. The Contractor shall furnish the necessary control points for all striping and markings and shall be responsible for the completeness and accuracy F7 INSTALL TWO-WAY LEFT TURN LANE WITH TYPE "D" thereof to the satisfaction of the City Engineer. R.P.M. 'S PER CITY STD. PLAN NO. 133. y N J e(i��,! l�1 t��1f �� �E✓/gE LANE /dioTflS �� d. Spotting shall be completed and approved prior to removal of any existing 5.G. stripes. Existing stripes and markings shall be removed prior to painting ' new stripes, but in no case shall any section of street be left without proper F8 INSTALL TYPE I ( 10' ) LANE DROP ARROW AS SHOWN. REl//SE yMr-irW Arc 5e15;V, Z,1Z4T70N Of striping for more than 24 hours, or over weekends or holidays. [[� SCALE. �. 40'� . �� ?-9? INSTALL TYPE IV TIIRN ARROW AS SHOWN. la' 32 ., �\ �. REPAINT c-X15T/N6 srmloes rm!r Arr Tb REM�4!N, !$" 24` � /2, I t2 ® INSTALL SIGN AS SHOWN AND NOTED. %�, 1r ° ~r1�__ Vol DESCRIPTIOR OF REVISION DATE APPROVE © INSTALL PAVEMENT MARKING AS SHOWN. 5rK l PIN U tiorES coNr. n ���'� Q i� CITY of RANCHO CUCAMONGA ® IN�jtQLL (o" bAhN�D WNItE STleil'E. v a ® WET SANDBLAST REMOVE EXISTING CONFLICTING iv STRIPING OR PAVEMENT MARKING. — . O ~ Z 2l 1`06M. 12" WHITE VIAGONAL 6TRIPE a 2dOC, - N YP 7 L• CONyTRuCT/o \ ® REMOVE EXISTING POLE/SIGN; RELOCATE IFP �o a 1 ROCHE5TER AkENIJE lo. �-- ,o .o SIGNING AND STRIPING PLAN NECESSARY. - - ® INSTALL 12- YELLOW DIAGONAL STRIPE a 20' O.C. -- ROCHESTER AVENUE rel® � ,ems _ PARCEL MAP NO . 14022 ® INSTALL 8- SOLID WHITE LINE. G it'ER4(e �w,� � Ata G 5 1f/ �_ _— — —— — ATE (� .eoGtlE5T,E.t? SSh�ACyCYi AWYT- /� r L— — — — —— ' INSTALL TYPE I ARROW AS SHOWN. `' �Jy� 0ESSI�_ CITY E N G I N E E R C E No .24993 ►� IFJhTALL lv' SoLln wuITE STRIPE. (CL 1/, les ./ 7 � �r1�T0l4 � DESIGN MADOLE b ASSOC 14,65, INC, RECOMMENDED l4 12' /2' l2' ?3.5 -,1J c�, /N.Q, OF 1'HE INLAND EMPIRE Na 14814 C048' IN C K �8 l8 INStALL "BIKE LANE"PAVEM1liiJT MARKING ►nIITN ntRFGTl01.lAL a ® Exp�3.3/_g7 DRAWN 10001 ANDCHM01 sTRUT SU17E lav SHEET AFt'QOW. Z z / � � ftANGF10 a,cnnow A. CA 91730 5 {o C9n9)9403-1311 v�� �. OF— INTERSECTION DETAIL �o I� �' �c c CHECKED RCE No !°g/a RAW NG NO . D E Z-26 - 9G FILE No /?h- 5 1555- 5 •P• ROCHESTER AVE. STRIPING PLAN - 24i0.271PF : 1269?5 293 20- Jon-95 02:26 AM / 126-925- 1 CITY SHT . NO . OF GENERAL NOTES * — IF X = 10' USE THESE DIMENSIONS 0 Li 1. Traffic signal and highway safety lighting systems per CALTRANS Standard Plans and Standard Specifcations dated July 1992, as shown on the plans and in the DETAL E.C.R Special Provisions. CROSSWALK CL DOUBLE YELLOW STRIPE STRIPE , 2. Traffic signs, stripes and legendsTer CALTRANS Traffic Sign Specifications, OR MEDIAN CURB FACE OR Traffic Manual, Maintenance Manual, and Standard Specifications. Conform LIMIT LINE10" pavement legends to city stencils. Reflectorize all signs, stripes and legends. 2'* 3. Pavement markers and painting procedures for striping per Standard Specifications for Public Works Construction, latest edition. 4. Locate all substructures prior to construction. Hand dig foudations until clear REFER TO PLAN FOR REMAINING LOOPS 5•* O of obstructions. Coordinate pole installations with overhead utility or substruc— • • 10'* +� O ture owners. Phone Undergroud Service Alert and concerned utility companies 48 hours prior to construction. Location of utilities and substructures have been • shown from a search of available records. The Contractor shall conduct his 3/4" GALVANIZED FULLY his operation in such a manner as to protect not only the utilities and substruc— THREADED STUD AND LEFT TURN LANE 3'* tures shown, but other utilities or substructures that are not shown on these ANCHOR BOLT WITH or WHITE TURNING LANE UNE m plans. 2 NUTS, 2 WASHERS, AND X-6' 5. Obtain approval for exact equipment, crosswalk and limit line locations prior to 2 1/8" LONG MINIMUM STEEL 2 POLE LOCATION CODE final placement. Perform preliminary striping layout prior to loop detector layout. SLEEVE NUT (Total of 4) FLUSH WITH P.C.C. 6. Loop detectors shall be 6 foot by 6 foot, except as noted. Center loops in the travelled portion of the lane, except as shown. 1" MAX FINISHED GRADE 10' EXACT LOCATION BY ENGINEER IN THE FIELD FINISHED GRADE X 6' � ) 7. Vehicle indications shall be 12", pullboxes No. 5 and conduit 2" rigid metal except as shown. 8. Electrical services shall be 120volt/240volt. Provide circuit breakers for signals (one 50 amp), illuminated signs (one 15 amp), and safety lighting (one 30 amp per ► X-6' 1200 watts or portions thereof). Coordinate service detail and scheduling well 1 1/7' MAX. ,18* a INSIDE THRU LANE 2 in advance of need. See service wiring detail this sheet. 'd STEEL SLEEVE NUT 4• LANE UNE OR e" TURNING LANE UNE 9. The CONDUCTOR SCHEDULE is furnished as an installation guideline only. It shall be ► 9 Y the Contractor's responsibility to provide rovide the correct conductors required for ► 3 the intended operation. a '�4' ANCHOR BOLTS s' THREADED STUDS AND v ANCHOR BOLTS SHALL • THREAD INTO SLEEVE , s , ► • a NUTS A MINIMUM OF 1" 10 6' 1 a » ST 1 . 13 » I 1 Vi 8» UC-6" LC » OUTSIDE THR U LANE 4 UTILITY COMPANY TEL. NO. 5' 1 ' ALL DIMENSIONS TO OF STRIPE ELECTRICITY — SOUTHERN CALIFORNIA EDISON COMPANY (909) 947-8269 GAS — SOUTHERN CALIFORNIA GAS COMPANY (800) 422-4133 PHONE — GENERAL TELEPHONE COMPANY (909) 608-1230 PACIFIC TELEPHONE COMPANY (800) 422-4133 WATER — CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 FOUNDATION FOR TYPE 1-A STANDARD LOOP DETECTOR PLACEMENTSEWER — CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 I.I. S.N. S. LEGEND DUNDERGROUND SERVICE ALERT (800) 422-4133 SEE ES-6A FOR NOTES, OTHER DETAILS AND DIMENSIONS REFER TO PLAN FOR DISTANCE NO SCALE TO ADVANCE DETECTORS 120V/240V 3 WIRE SERVICE INDEX OF SHEETS 1 2 N 1 OF 4 TITLE SHEET Service I 3 3 Cabinet I 4 4 2 OF 4 TRAFFIC SIGNAL PLAN 10 Foothill Boulevard and Mayten Avenue 217 15 3 OF 4 TRAFFIC SIGNAL MODIFICATION PLAN Type V P.E. 20 12 11 Ty pe V P.E. Foothill Boulevard and Masi Drive Control �_ 2 `J �_ Control BASE UNE ROAD Au24 to Auto 4 OF 4 TRAFFIC SIGNAL MODIFICATION PLAN 120V ftp I Test Test I F--t--� 120V Foothill Boulevard and Rochester Avenue HIGHWAY L__ _j L_ _J IISNS LIGHTING 16 120V Signals A p TERRA N ��yq y > UJI 2 _ 17 25 z Z � a Q w Q a CHURCH ST. For Legend See Standard Plan No. ES-2F ¢ CHURCH ST. S. TYPE III-CF SERVICE CABINET WIRING DIAGRAM cti� xo. 13 CFNT �Cy � � Exp. 3-31-1— 97 15 DRIVE OP C �2 MAYTEN AVENUE EXISTING MODEL 332 FOOTHILL BOULEVARD CONTROLLER CABINET 6 6 DRILL THROUGH CABINET SIDE WALL INSTALL 1 1/2" LB. CONDULET WITH NO. DESCRIPTION OF REVISION DATE CRY WATERPROOF COVER AND GASKET = w ,{ ACCEPTED OfInc MASI DRIVEPCITY OF RANCHO DRILL THROUGH FOUNDATION C � ��' CUCAMONGA CE R DRIVE �pQ` t7j TRAFFIC SIGNAL ELECTRICAL DETAILS NEW 15 PULL BOX °ARROW 0 FOOTHILL BOULEVARD AND MAYTEN DRIVE FOOTHILL BOULEVARD AND MASI DRIVE FOOTHILL BOULEVARD AND ROCHESTER AVENUE INSTALL 1 1/f CONDUIT = TRAFFIC SIGNAL LOCATION APPROVED BY: /J DATE: AND INTERCONNECT CABLE CITY ENGINEE R.C.E. DESIGN LAWRENCE S. EISENHART RECOMMENDED L.S.E. a..._ CONSULTING �'NGINaER o LOCATION MAP DRAWN 2048 One Tree Lane, Suite 208 SHEET Redlands, California 923741 OF INTERCONNECT CONDUIT DETAIL L.S.E. Tel: (909) 793-9242 Fax: (909) 793-4863 - SCALE: 1"=0.5 MI. CHECKED DRAWING NO. EISENFI R.C.E. 134li3 OTE /``� ✓-5--5 C'/?Y SH`EE'T No• 8 of y 7 CONDUCTOR SCHEDULE TRAFFIC PHASE DIAGRAM POLE AND EQUIPMENT SCHEDULE PLACEMENT PED PUSH POLE SIGNAL STANDARD SIGNAL MOUNTING RUNS MAYTEN AVENUE I.I.S.N.S. A.W.G. DIMENSIONS BUTTONS HPS OR CIRCUIT lz�,JA © 0 AlA 0 ® STEADY DEMAND SEQUENCE NO• DESCRIPTION SIGNAL LUMINAIRE "C„ "B,. �� POLE MAST ARM POLE ,BROW LUMINAIRED.L.C. 4 MAST ARM MAST ARM VEHICLE VEHICLE PEDESTRIAN 0 0 1 VEHICLE FUT. 3 3 3 3 3 3 a_ o EP 04 416L 416U A 29-5-80 55' 15' SEE SEE SEE SV-2-UM MAS/MAS - - - 20OW Mayten AVE PLAN PLAN PLAN 0 2 VEHICLE 3 3 3 3 3 3 6 6 2 0 4 VEHICLE 3 3 3 3 3 3 6 6 .0 0 6 OLA B 26-4-80 FUT 4�0' 15' PLAN PLAN PLANSEE SEE SEE SV-2-T - SP-1 -CS 4 T 200W Foothill L OLA 2 2 2 4 4 11500 2 _� 2 _� b Y C 29-5-80 FU 30, 15' 3' - 8' SV-1 -T MAS SP-1-CS 4 �— 20OW Mayten AVEO 0 5 VEHICLE 3 3 3 3 m;P Y 0 6 VEHICLE 3 3 3 6 fi Q D 1 -A - - 3' 16' - TV-1 - SP-1-CS 6 - 02 and05 02 and06 04 m ; _ #14 0 7 VEHICLE FUT. 3 3 3 3 3 3 6 6 0 o E 26-4-80 (FUT. 40' 15' 3' - 20' - - - 6 �— 20OW Foothill 1 BL 15 0 4 PEDESTRIAN 2 2 2 2 2 2 ~ W F 1 -A - - 3' 10' - TV-2-T - SP-1 -CS 0 6 PEDESTRIAN 2 2 2 4 4 00 in U U 0 4 P.P.B. 2 2 1 1 2 2 o o NOTE: Install U-Bolt mounted horizontal sign most arm on POLE OE for I.I.S.N.S. Mounting height=22' + . 0 6 P.P.B. 1 2 2 c•� w - P.P.B. COMMON 1 1 1 1 2 2 U � SPARES 3 3 3 3 3 3 6 6 TOTAL 14 15 22 28 27 19 19 52 52 Y #10 SIGNAL COMMON 1 1 1 1 1 1 2 2 4 U 1-4 o LUMINAIRES 2 2 2 2 2 2 O TOTAL 3 3 3 3 3 3 2 2 12 IISNS 2 2 2 2 2 2 - - Y Lt� 0 1 DETECTOR FUT. 2 2 2 ffnR I 0 2 DETECTOR 4 4 4 4 4 TYPE 0 4 DETECTOR 1 4 4 4 G N 44 ' 440 C 0 5 DETECTOR 2 2 2 2 2 A 0 D.L.C. 0 6 DETECTOR 5 5 5 v o 0 7 DETECTOR FUT. 2 2 2 M o M cr 3 ' SCALE: 1" = 20' TOTAL D.L.C. - 7 12 6 6 - 21 21 1 1/2" C, ICC OPTICOM CABLE 1 1 2 2 1 1 3 3 DETAIL "A" t-4 14' 12' 12' 14' 2 7 210 (LIGHTING) CONDUIT SIZE (IN.) 3 3 3 3 3 3 2-3 2-3 2" C' 212 (IISNS) 1 1/2" C do ICC W/#5 PB EVERY 200' SCE 2" 2#6 (SERVICE) TO FOOTHILL BLVD. do MAST DRIVE TRAFFIC SIGNAL CONTROLLER. C� 1#8 (GFCI) SEE SHEET 3 OF 4. 1 1/2" C, ICC 1 8 84" RCP 142.5' TO 285' TO 60" RCP 3 � LIMIT LINE so LIMIT LINE —� 417L 7 1 1(f C do ICC W/#5 PB EVERY 200' E 2 TO FFOOTHILL BLVD. dt MILLIKEN AVE. P .0 6E TRAFFIC SIGNAL CONTROLLER 4 1 1/2" C, 3 DLC R/w D O DETAILA" 1 1/f C. 2 DLC INSTALL INTERCONNECT PER DETAIL SHEET 1 4 F " R/W ._... . .._.�_._. _.— . C � (0055 LA __ io 2rs DETAIL "A" 406 OLA M o cp ^ ta'W N N7 3 M M \E1 N 1 1/2" C, 2 DLC 1 1/2- C. 3 DLC 1 1/2" C, 4 DLC 5,11 U CPI— . —. \L4 v, 30' 15' 10' �510 N iu � TYP TYP P iio FOR I FUTU R E N - FOOTHILL 6 5 6 �5 �2 1 BOULEVARD g J 4Q -401 C4 N Ef, EL — — — — — — — — — — — — — TEL N 1 io 04 torw for - - - - - - — — - - 11:3 CG — — — — — — B — — — — — — rG - 02 6 r R/W EX. E.P. T 4 EX. E.P. PROPOSED E.P. A 285' TO BACK 142.5 TO BACK \ OF CROSSWALK OF CROSSWALK \ R/W 43' 52' CONSTRUCTION NOTES s. III IN , 0 — Furnish and install Model 170 Controller Assembly (See Special Provisions). N0. 13493 CRY 2Q — Furnish and install TYPE 111-CF 120v/120v Dual Meter Service Equipment III I NO. DESCRIPTION OF REVISION DATE Enclosure. One 120v meter to serve signals and I.I.S.N.S. the other 120v p Exp. 3-31-97 * AOCEPTED meter toa serve hi hway .lighting..SFurnish and install TYPE a PEU units CITY OF RANCH 0 CUCAMONGA to operate lighting and I.I.S.N.S. The following breakers shall be installed: •�� CIVIL � Signals: 50-amp �C III I Highway Lighting: 30-amp I.I.S.N.S.: 15-amp TRAFFIC SIGNAL PLAN Q — Furnish and install R34-2 sign on signal most arm. FUTURE MAYTEN AVENUE FOOTHILL BOULEVARD ® — Furnish and install R96 sign on street side of signal pole with 7' ground and clearance. �5 — Furnish and install R61 -20.1 sign on signal most arm. MAYTEN AVENUE © — Furnish and install Model 511 OPTICOM DETECTOR on signal most arm or NOTE: SPROVISIONS FOR APPROVED BY: /�/ - / DATE: C on horizontal sign most as shown. CITY ENGINEER L�l �1� � R.C.E. a7 — Furnish and install 3" conduit from SCE transformer to Service Equipment THIS WORK ARE ON FILE DESIGN LAWRENCE S. EISENHART RECOMMENDED Enclosure. SCE to install service conductors. IN THE CITY ENGINEER'S L.S.E. CONSULTING RNMEER DRAWN 2048 Orange Tree Lane, Suite 208 SHEET L.S.E. Redlands, California 92374 OFFICE. Tel: (9 ) 793-924 Fax: (909) 793-4863 --2-OF FILE: P.M. 14022 CHECKED S. - 04— Z R.C.E. 13493 4&E lSSs- CI TY 29 of q7 CONDUCTOR SCHEDULE NOTES: TO CONDUCTOR SCHEDULE TRAFFIC PHASE DIAGRAM A A A , A STEADY DEMAND SEQUENCE RUNS 1. Existing conduit runs /21 /3� /4` I5` �6� /'1� 19N and O ow FFAW:CG,; shall remain CS 13. L_.t ' L_1 ' L__1 ' L_ 1 ' L__! ' 'C' t_a L_ 1 OR CIRCUIT A 1 A A A SHOPPING CENTER ENTRANCE � 6 - .. O.L.C. a .A.21 r4� �5` r6� r7� �B` Q9 1d 2. Remove and oiscord oil conductors and OLC's in oil conduit runs 0 1 VEHICLE 33 3 3. Install all new conductors and DLC's per CONDUCTOR SCHEDULE. � '� t 04 0 2 VEHICLE 3 3 3 6 0 4 VEHICLE 3 3 0 6� _ # 0 5 VEHICLE 3 3 3 3 3 I 0 or 0 i and 0 6 f 0 6 0 SPI 10 $P 0 6 VEHICLE 3 3 3 3 3 3 1 6 CONSTRUCTION NOTES: (THII-S SHEET) t,TL 4160 02 �' 0 8 'VEHICLE 3 3 3 3 3 3 3 1 3 6 1 \ t 4 2P 14 0 2 PEDESTRIAN 2 2 2 4 3 REMOVE EXISTING CAMERA ASSET MOUNTED TO VERTICAL MAST OF TRAFFIC 8 0 4 PEDESTRIAN 2 2 L 2 POLE 0 b 01 0 6 PEDESTRIAN 2 2 2 2 2 2 4 FURNISH AND INSTALL ONE (1) PAN-TILT-ZOOM (PTZ) CAMERA TO VERTICAL Z� m 1 and 0 5 _..��. 0 2 and $ 6 $ 4 and 0 8 0 $ PEDESTRIAN 2 2 2 2 2 2 MAST OF TRAFFIC POLE. UTILIZE EXISTING CABLING AND POWER CONNECTION. g - i'$ 2P 0 2 P.P.B. 1 2 0 4 P.P.B. 1 2 2 'I 02 and 0 5 0 6 p.P-B. i I 1 1 1 1 1 1 2 { 08PP.B. 2 2 1 1 2 1 112' C, 2 DLC P.P.B. COMMOM 1 1 1 1 1 1 1 2 2 ' 8' SPARES 3 3 3 3 3 3 3 3 6 TOTAL 14 13 22 28 29 25 19 19 10 58 - 12 I.I.S.N S. 2 2 2 2 2 2 2 - 2 4170 C LUM NA.IPES 2 2 2 2 2 2 2 2 10 SIGNAL COMMON 1 1 1 1 1 1 2 0 TOTAL #10 3 3 3 3 3 3 3 2 2 G.F.C.i, GROUND t i6' 12' 2' 16' #6 SIGNA. SERVICE 2 2 2 � 3 TOTAL 6 3 3 t ,/2' C, 3 DLC SCALE: 1• = Z�i 142.x' in Z� 85' TO 0 1 D;'TECTOF, 2 2 1 TYPE 0 2 DETECTOR 5 5 8e RCP UNIT LINE UNIT tt ` C 0 4 DETECTOR 3 3 3 3 41811 - 0 5 DETECTOR 2 2 .. _ 0 6 DETECTOR 5 5 5 1 t 5 _ B H - 0 8 DETEC-DR 4 4 1 _` R/W TOTAL D.L.C.. 3 3 1C 11 ' 7 t ? [' - R� �7 OPTICON. CABLE 1 1 2 2 1 1 1 4 _. l' P SCJ 8 CONDt,NT SIZE (IN.) 2 3 3 35 3 3 3 3 2-3 2 13 � 0 8 08 A = INDICATES EXISTING CONDUIT RUN W/CONDI TORS --------------- + _ GAJ 1 1 112' C do ICC W//5 P8 EVERY 200' _ _._. . _ _-_.. ..._ . _,. _,_ __ ._ _ 1 I v RSL= -- TO FOOTHILL BLVD, do MAYTEN AVE. t TRAFFiC SIGNAL CONTROLLER " SEE SHEET 2 OF 4 CIf ,L 2 _ 1 C dr ICC 1 j , c NOTES: POLE AND EQUIPMENT SCHEDULE FOOTHILL I � �, 6 �_ �t BOULEVARD h 6 ;l ��-- t 1 . Remove and Salvage existing PRASE 8 veh heod from POLE 0. Reinstall s ✓a- , r - r 0 1 i i i i on POLE SJiU 2. Remove and soivoge existing POLE © Remove existing foundation and M 4 `- anchor Batts. Backfill hole with compacted CLASS II Aggregate Base. 0 S — —. . _.._— ._. _ }t; Reinstall aclvo ed POLE B on new foundation as snown on this pion. .m g r - r - - - - , I 1/2' C. 4 DLC 1 1/2' C. 3 DLC 1 1 j2' C. 2 DLC Install new TV-2-T mounting, new SP-1 -CS mounting, new PHASE 6 _�i zv 02 4C (6, 5 O.P.B-, new PHASE 4 ped head. Install new PHASE 4 veh head and - ` ' _ ` - 4 L - 02 i sotvaged PHASE 8 veh head from POLE (Don new mounting. r _ r _ 3. Remove and salvage existing PHASE 8 veh head, horizontal most orm. vI i � —� ' _ t _ - �I A ` Ii�4 L - 41 k OPTICOM detector and IISNS from existing POLE C - Install new PHASEI 6 5 veh heod on existing mounting. Re-position existing PHASE 8 ped k heod to become PHASE 6 ped head. Relocate OPTiCOM detector and �: e f. iiSNS to POLE 8 __- 4. Install new POLE Qand equipment shown on this plan, Install OPTiCOM 30 +-- , — — — — — — — — — — — — — — — — — — — SS �'�� V—'. 91C'L^' �1 X11. 1 tai RPY � �• detector and IISNS from POLE �. r�� � ' 0 -p -S. Remove and sotvage existing most arm and equipment from existing - - - - - - - - - - - 0 01 POLE @.. instait new SS' mast arm. Reinstall IISNS, PHASE 2 veh head .. R� 6 r� ._..w.._ _. _ T _ �.. — and OPTICOM detector. Install new PHASE 5 signal head. _-_.. ___ _ - _� 77 t 6. Remove and salvage existing PHASE 8 veh head w/OLB and mounting 1/2' C, 2 DLC i/2� C. 3 DLC J R/W G 16 04 04 R/W from existing POLE @. Install new TV-2-T mounting, new PHASE 4 veh Ii J 41 6 5 head and PHASE 8 veh head on new mounting. �- i I / iE 7. install new 20' most orm on POLE 0. install new PHASE 4 MAS and 285' TO 142.5�TO 1 t/22 C do ICC 13 ' J EXISTING 1 1/7' C do I.C.C. TO veh head. Install new PHASE 4 SP-1-CS ped head, SV- 1 -UM signal LIMIT LINE LUT UNE L- ;F1 16 ii} \� _ _ r - FOONILL BLVD. ROCHESTER AVE head and OPTiCOM MODEL 511 detector. 2 1 �_�/ I I L ^ - J L S. Remove and salvage existing PHASE 2 veh head w/OLA and mounting /16I I from existing POLE ©, Install new PHASE 2 veh head on modified L44 , mounting. A 7 EXr5nNG TYPE IN SERVICE EOUIPUENT ENCLOSURE � ,g I 1 t 1 - Furnish and install R34-2 sign on signal most orm, 6E EXISTING MODEL 170 CONTROLLER ASSEMBLY INS ALl INTERCONNECT PER DETAd SN(ET 1 ! I I N Iv Electrical and Traffic Pole Equipment Augmentation os/is/zols )t im II m 16' 12' 12' 16' 1, POLE AND EQUIPMENT SCHEDULE �f 28' 28' S CITY N0. DESCRIPTiON OF REVISION DATE POLE SIGNAL STANDARD PLACEMENT SIGNAL MOUNTING PEC PUSH HP5 738, ' � r_i N0. 13493DIMENSIONS BUTTONS 38' CITY OF RANCHO CUCAMONGA N{}, SIGNAL LUMINAIRE POLE MAST ARM POE I.I.S.N.S. - t f Exp 3-31-97 DESCRIPTION "C "B" "E' ARROW LUt"llNAIRE j o MAST ARM MAST ARM VEHICLE VEHICLE PEDESTRIAN 0 I . C7D*IS TRAFFIC SiGNAL MODIFICATION PLAN at 29-5-80 50' i5' EX EX. EX SV-2-UM MAS/MAS SP- 1 -CS 4 20OW Mos 8000 �C FOOTHILL BOULEVARD e 1 -A - - 3' - 13' TV-2-T - SP- ' -CS 6 - I I Md C 15 - 15' Ex. Ex. Ex. Sv-2-7 SP- : -Cs 8 MAST DRIVE i O ` 29-5-80 55' 15' £X. Ex. Ex. SV- t -T MAS/MAS SP- 1 -CS 8 - 20OW Mos; 1 ' s W i (E ` i -A - - EX. Ex. Ex. TV-2-T - SP- 1 -CS 2 - �' NOTE: SPECIAL PROVISIONS FOR ,� ( I �,� APPROVED BY; / - DATE: s - ' 117dL o i THIS WORK ARE ON FILE CITY ENGINEEF / ' / R.C.E. F 24-4-80 20' 72' EX. Ex. Ex. Sv- 1 -UM MAS SP- i -CS 2 �— 200W Foothill DESjGN RECOW!VEr:DED G ` 1-A - - EX- Ex, Ex. TV-2-T - SP- i -CS 4 —a•- - 1 o LS.E. LAWRENG S. EISENHART ,. H 19-3-60 20' 12' 3' 8' - SV- 1 -UM MAS SP- t -CS 6 -�.— vl IN THE CITY ENGINEERS DRAWN �xsin a LaQ SO# 208 SFT 200W Foothill 1 17 ge L.S.E. Redlands, CalAomio 92314 or-4— OFFICE. Tel: ( ) 793-9242 Fox: (909) 793-4853 QG )= Indicates existing POLE AND EWPMENT CH£:KFD owinriG Na FiLE: P.M. 14022 4 � `�` C/ 7Y 5Hte r A140. 3 1�7 NOTES: TO CONDUCTOR SCHEDULE TRAFFIC PHASE DIAGRAM CONDUCTOR SCHEDULE STEADY DEMAND SEQUENCE A.W.G. RUNS 1. Existing conduit runs `2� , 43\ �4� �5� 41 �7� �9� and �1�� OR CIRCUIT � shall remain as is. Q.L.C. Q1 �2; /�\ �4; �5; Wig; �;; Wig; Q9 �'1�, 2. Remove and discard all conductors and DEC's in all conduit runs. SHOPPING CENTER ENTRANCE 06 0 1 VEHICLE 3 3 3 3. Install all new conductors and DLC's per CONDUCTOR SCHEDULE. 0 1 04 0 2 VEHICLE 3 3 3 6 0 4 VEHICLE 3 3 3 3 6 1 � 0 6� -�Q16 0 4P� � 8P 0 5 VEHICLE 3 3 3 3 3 0 6 VEHICLE 3 3 3 3 3 3 6 416L 416U 0 1 or 0 1 and 0 6 0 i I 0 8 VEHICLE 3 3 3 3 3 3 3 3 6i 0 2P i 0 2 PEDESTRIAN 2 2 2 4 08 #14 8 14 0 4 PEDESTRIAN 2 1 2 2 2 = 0 0 6 PEDESTRIAN 2 2 2 2 01and05 02 and 06 04 and 08 2 2 4 0 0 8 PEDESTRIAN 2 2 1 2 2 2 2 8 - 10 2P 0 2 P.P.B. 1 2 56' 0 4 P.P.B. 1 2 2 02 and 05 0 6 P.P.B. 1 1 1 1 1 1 1 1 2 0 8 P.P.B. 2 2 1 1 2 1 1/2' C, 2 DLC P.P.B. COMMOM 1 1 1 1 1 1 1 1 2 2 ' 8' SPARES 3 3 3 3 3 3 3 3 6 TOTAL #14 13 22 28 29 25 19 19 10 58 - 12 I.I.S.N.S. 2 2 2 2 2 2 2 — 2 417U LUMINAIRES 2 2 2 2 2 2 2 2 #10 SIGNAL COMMON 1 1 1 1 1 1 1 1 2 1 C) Uj 111 ,00 .51 TOTAL 10 1 3 3 3 3 3 3 3 2 2 � 16' 12' 12' 16' G.F.C.I. GROUND 1 1 1 C #6 SIGNAL SERVICE 2 2 2 =3 TOTAL #6 3 3 3 1 1/2' C, 3 DLC , 142.5' TO 285' TO 0 1 DETECTOR 2 2 2 2 TYPE 0 2 DETECTOR 5 5 SCALE. 1 _ 0 84' RCP LIMIT LINE LIMIT LINE 0 4 DETECTOR 3 3 3 3 1 . 418U C 0 5 DETECTOR 2 2 _ _ _ —0 D.L.C. 0 6 DETECTOR 5 5 5 1 1 5 _ - - 8 - H 8 - O - - - 0 8 DETECTOR 4 4 1 o R/W TOTAL D.L.C. 3 3 10 11 7 7 1 1 21 - OPTICOM CABLE 1 1 2 2 1 1 1 4 R/W CB 08 �C � CB CONDUIT SIZE (IN.) 2 3 3 3.5 3 3 3 3 2-3 2 0 8 P �� T 06 :A/ '�^ 6 1 —tg ` � = INDICATES EXISTING CONDUIT RUN W/CONDUCTORS rs � . 1 1/2- C do ICC W/#5 PB EVERY 200' ao v Ag RS TO FOOTHILL BLVD. & MAYTEN AVE. TRAFFIC SIGNAL CONTROLLER SEE SHEET 2 OF 4 , 1 ! �A\ J r 1 1/2" C & ICC I I I I ^ I I I I N L_ _J _J� M NOTES: POLE AND EQUIPMENT SCHEDULEFOOTHILL BOULEVARD I 1 _ 1� & 6 1 . Remove and salvage existing PHASE 8 veh head from POLE pA . Reinstall I Iifl-I r _1 r-_1 r--I On POLE ©. 5J1U -i�; 0 1 I I I I I I 1 I� L 2. Remove and salvage existing POLE QB Remove existing foundation and1. I anchor bolts. Backfill hole with compacted CLASS II Aggregate Base. Et:fj:�r0 5 _ = _ _ 111 U Reinstall salvaged POLE QB on new foundation as shown on this plan. LO r--i r- r- r- 1 1/2' C, 4 DLC 1 1/2' C, 3 DLC 1 1/2' C, 2 DLC Install new TV-2-T mounting, new SP-1 -CS mounting, new PHASE 6 L2 I 1 I I I 1 1 02 do � 5 II P.P.B., new PHASE 4 ped head. Install new PHASE 4 veh head and `N L- =L- J L_ L_ 11 ^ M - salvaged PHASE 8 veh head from POLE ( on new mounting. N r--i `"r--i r- 02 3. Remove and salvage existing PHASE 8 veh head, horizontal most arm, N i i L_ c ^ t L_ I L_ T � n OPTICOM detector and IISNS from existing POLE © . Install new PHASE NL_ r` R 6 5 veh head on existing mounting. Re-position existing PHASE 8 ped11 A I I head to become PHASE 6 ped head. Relocate OPTICOM detector and 6 ry IISNS to POLE OH . T io 4. Install new POLE OH and equipment shown on this plan. Install OPTICOM co I I 1 jo - zz N Ldetector and IISNS from POLE ©. 1 0 - - - - - - - - - - - - - - - 5. Remove and salvage existing mast arm and equipment from existing — — — — — — — — — — — 02 01 / '� POLE OD . Install new 55' most arm. Reinstall IISNS, PHASE 2 veh head = _ _ _= 4 2 6 % and OPTICOM detector. Install new PHASE 5 signal head. 6. Remove and salvage existing PHASE 8 veh head w/OLB and mounting 1 1/2' C, 2 DLC 1 1/2' C, 3 DLC R/W G %6 04 04 - R/W from existing POLE OE . Install new TV-2-T mounting, new PHASE 4 veh -J 6 5� head and PHASE 8 veh head on new mounting. '' TO 142.5TO E 1 1/2" C do ICC � � J EXISTING 1 1/2' C & I.C.C. TO 7. Install new 20' most arm on POLE FD. Install new PHASE 4 MAS and 28561. 1/ _ I veh head. Install new PHASE 4 SP-1-CS ped head, SV-1-UM signal LIMIT LINE LIMIT UNE tF % 6 „ �\ FOOTHILL BLVD. do ROCHESTER AVE head and OPTICOM MODEL 511 detector. L_J'I L-J I A 8. Remove and salvage existing PHASE 2 veh head w/OLA and mounting No i4\ I N from existing POLE © Install new PHASE 2 veh head on modified III I L-, O I mounting. �9 III 11 EXISTING TYPE 111 SERVICE EQUIPMENT ENCLOSURE Q — Furnish and install R34-2 sign on signal most arm. -, EXISTING MODEL 170 CONTROLLER ASSEMBLY 6E INSTALL INTERCONNECT PER DETAIL SHEET 1 III 16' 12' 12- 1 I 16' I N I III S. FE 28� 28' � N0. DESCRIPTION OF REVISION DATE �� POLE AND EQUIPMENT SCHEDULE M POLE SIGNAL STANDARD PLACEMENT SIGNAL MOUNTING PED PUSHBUTTONS HPS 38' I I 38' I N U ENO 3-31-9 7 ,� ,� DIMENSIONS I.I.S.N.S. CITY OF RANCHO CUCAMONGA N0. SIGNAL LUMINAIRE ,. ,. POLE MAST ARM POLE LUMINAIRE DESCRIPTION C" B" �' ARROW MAST ARM MAST ARM VEHICLE VEHICLE PEDESTRIAN 0 I CIVIL TRAFFIC SIGNAL MODIFICATION PLAN � I A 29-5-80 50' 15' EX. EX. EX. SV-2-UM MAS/MAS SP-1 -CS 4 f 20OW Masi D OFC 8000 _ _ _ - - _ _ _ y I FOOTHILL BOULEVARD B 1-A 3' - 13' TV-2-T SP 1 CS 6 -� - i i I L_ uL_J I and C 15 - 15' EX. EX. EX. SV-2-T - SP-1 -CS 8 —on-- - MASI DRIVE D 29-5-80 55' 15' EX. EX. EX. SV-1 -T MAS/MAS SP-1 -CS 8 --a*- 20OW Masi 100 D I I I > I N _ E 1 -A - -EX. EX. EX. TV-2-T - SP-1 -CS 2 —� - Q I ( _ NOTE: SPROVISIONS FOR APPROVED BY: L ' DATE. CITY ENGINEE R.C.E. i F 1 24-4-80 20' 12' EX. EX. EX. SV-1-UM MAS SP-1 -CS 2 �- 200W Foothill II 1176L I i THIS WORK ARE ON FILE DESIGN RECOMMENDED LAWRENCt S. EISENHART G 1 -A - - EX. Ex. Ex. TV-2-T - SP-1 -CS 4 - I I L.S.E. CONSULTING aNGiNaRR tj 19-3-80 ' - - - SP-1 -CS �--- W Foothill BL IN THE CITY EDRAWN 2048 Orange Tree Lane, Site 208 SHEET 20 12 3 8 SV 1 UM MAS SP 1 CS 6 200 1170 g III r- r L.S.E. Redlands, California 92374 I I I I -OF FFI Tel: 793-9242 Fax: 909 793-4863 0 CE .)= Indicates existing POLE AND EQUIPMENT. 8J6U 8J6L I P.M. 14022 CHECKED DR.C.F_ 13493 RAWING NO. FILEDATEsss s 4C/ 7-Y -5/1F67 /00. 3 vF q7 4151 4+6U CONDUCTOR SCHEDULE - II _, 1 V TRAFFIC PHASE DIAGRAM A.wc RUNSJ_ _ _- STEADY DEMAND SEG?UENCE �R CIRCUIT n n n A A n 417U D-LLC =� iZ� c13� t4� �5� 46\ 04 07 3 3 6 3 , 3 3 NOTES: CONDUCTOR SCHEDULE t t/r C. 2 DLC 0 2 vEh 6 3 3 3 Bsr 3 1 . Remove and divas oil conductors and O,C's frcm conduit runs and poles. ,- ► d I �� 0 4 VE H. 3 3 3 6 3 3 4181 7 t9t 0 7 0 4 0 5 VEH 3 3 2_ Install oft new conductors and DLC's per plan and CONDUCTOR SCHEDULE. t I e I •sr ms. 0 6 VE H. 3 3 3 3 3 6 8 2' C. 3 DLC 0 7 vEH. 3 3 3 "4--� or fL 4 and 0 7 0 1 or 0 1 oRd 0 6 0 8 VEH 3 3 3 6 3 e:► I 58, 54' ! 0 2 PEG c z 2 0 3 4 es• 0 8 0 14 0 4 PEJ, 2 2 2 4 2 z ' 0 6 PEG 2 2 2 2 2 11 I 12' 12' 11 11'. 11' , ' ' 11 1 ' 0 8 PE: 2 i 4 2i (: W 0 2 and 0 6 03 and 0 7 04 and 08 0 1 wed 0 5 0 .� <* s7* 0 2 P P.B 2 2 t I 7J51 7JSU Z 0 3 0 8 0 4 P P_8 1 t 1 2 i 1 2' C, 5 QLC j 61.1 ( m i 0 6 P.P.B. t 2 2 2 0 3 and 0 8 01 aril 0 5 0 6 P P.B. ? 2 B � � I II ! El 3 3 3 3 6 3 3 3 TC"AL 14 ' 3 22 28 32 64 28 22 t 3 ! \ 6 4181 I 4f i iI L? 1 2 t I a �r-"�r1J ' 12 L,.S.N,S 2 2 2 2 LUV NA,141b 2 2 2 t t SCALE: 1" =20' 1 - `� X10 SIGNAL CCMft10N 1 1 2 1 � A O - '40' TO TOTAL #10 3 3 3 3 2 3 3 1 L 1 -- T - -- -t =�C�"' L _ u M E � . I N 0 3 DU J 5 4 4 —_ — -- ,F1`,_._ -_:alr�. �- -J / y Hi (4 / C 2 DLC 1 1 /2" C 3 DLC 1 1 2� 0 4 L)E' 5 5 E +� D.L-C 0 5 GE` 2 2 z 2 dISTAil PP.B P'JS¢ S+GN y- DE' 1 4 4 0 6 + { 0 $ DET. 4 4 TOTAL Q.L.C. - 9 9 '6 32 16 8 8 - I � s FiPI ,N WA8, E 1 2 ( 4 1 - l iiv I� — t — �, CONDUIT SIZE (IN.) 2 3 3.5 2-3 -3. , CONSTRUCTION NOTES: (THIS ` - s� 14 i , - FOOTHILL BOULEVARD " � , 6 '� e b S.R. i N 66 ElFURNISH AND INSTALL ONE (1)20A-1 P CIRCUIT BREAKER - .. ? I _ '1 .N. - IN METERED PORTION OF POWER PEDESTAL _ :- ,I 1 PULL 3410 THHN CONDUCTORS IN EXISTINGEl CONDUIT 1 6 ' I FURNISH AND MOUNT ONE (1) 10X8X4" OUTDOOR ENCLOSURE _ - TO VERTICAL MAST OF TRAFFIC POLE, _ —�_ y � 1 '4�S _" �a FURNISH AND INSTALL ONE (1) PAN-TILT-ZOOM (PTZ) CAMERA TO VERTICAL MAST OF TRAFFIC POLE. ---- - - " - l t _. I .i�J 1 11 02 01 5 r T i 1 .. V � 1' II El(fSTMtG 1 1t7• C t ICC r r - - r rj� �1 r � e� TG f00TNtt1 BLVD t Mk9 DR. i �- ' ( ( o r 0_ EX?STM INTERC"ECT (FUT) _- _ .� •,� -� ,, - MOOEL 174 CONTROLLER ASSEWL Y (SEE SPECIAL PROVISIONS) i � EXIST'NG x 1 EXISTING t C, 3 f 6 (SERVICE t GFC:) 1/2" C, 3 DLC -r A! ji C. SCC 1' €;• 4 CLC - TO`L - EXISTING T C. 2#10 (LOM-NG) t 2412 MRS) 04 04 44 11 , 9� EXISTING TYPE In SERHCE EWPu£NT ENCLOSURE \" 1 ' -- EXISTING T C. SCE. S£RNCE CONDUCTDRS r A e TIMI� LIN„ LIMI UN L_.1 POLE AND EQUIPMENT SCHEDULE "� i" 7tE g, C� T 1 8�7t F EMMNC SERVICE DOINT SiGNAE STANDARD Psl�CEMENT SIGNAL MOUNTING PE) PUSH I rA �POLE DIMENSIONBUTTONS �� \ NO. 13493 c POLL MAS' ARM POLE L1.S.N.S. NO DESCRIP'iON SIGNtti LUMINAIRE .C. .� -E- ARROW LUMINAPRE I 'i` , ?t' t4' '� E 3-31-97^� MAST ARM MAST ARM VEHICLE VEHICLE PEDES'RIAN 0 i ` EXTSTI!4G t 1 j7' C, 2 ICC i A 29-5-80 50• ?5' Ex. - Ex, SV-1-UM MAS/M.AS SP-I -CS 8 20CW Rochester ; ' ' 1 , G 1& I CAVIL W cf C� g 1 -a - - Ex. Ex. - Tv- 2-UM - SP- 1 -CS 2 -+► - - 360lit 26-4-80 35• 15• EX, - Ex_ Sv-1 -um MAS/MAS SP-1 -CS 2 2DOW Foothill 11900 _ b i i W 0 Electrical and Traffic Pole Equipment Augmentation os/> /zoic 15 - ? 5' EX. Ex. - Sv-2-UM - SP- 1 -CS 4 ­11110- 200W - 1 '= II A 28-5-80 55' 15• 3.0' - 0' SV-1-UM MAS/MAS SP-1 -CS 4 "a 20OW Rocheste* 'i 1 -A - - 3.0' 10' - TV-2-UM SP-1 -CS 6 - +► - - a 9L I I (� I I i I N0. DESCRIPTION OF REVISION DATE 26-4-80 40' 15' Ex. - EX. Sv-1 -UM MAS/MAS SP- 1 -CS fi �— 20OW Foothill 120001 981 i 15 - 5' Ex EX - Sv-2-UM - sP- 1 -CS $ 200W - ; � --- - r ' . 3 DLC CITY OF RANCHO CUCAMONGA ss' �' ' TRAFFIC SIGNAL MODIFICATION PLAN NOTES: POLE AND EQUIPMENT SCHEDULE i I FOOTHILL BOULEVARD 2. Rmove and salvage/D�ex�tn HPOL£S E�onn os is 5 Instal, salvaged POLE tCj and equipment on new foundation as Existing ✓ C �f � 9 �j d lr1 and equipment. shown on the pion, Install new 55' most arm with MAS/MAS ---- -- -- - -- k mounting- Reirstail solvoged IISNS, PHASE 6 signal head on mid t1�11i Remove existing foundations and anchor bo s. -' Backfin holes with compacted Ca99 a Aggregate Base WAS mounting. salvaged PHASE i tri-a+row signor head on end ROCHESTER AVENUE 3. Remove and salvage existing roue lenses 'rom PHASE 4 signal WAS mountingand OPTICOM DETEC'OR. u head on POLE (J instoii new ?d2" arrow lenses far PHA5E 7 6. Remove and salvage existing round lenses from PHASE 8 signal I NOTE. SPECIAL PROVISIONS FOR 'PQO O 6Y 4 Rrrnove and salvage existing horizontal most arm, signal head, head on POLE l install new 12" arrow lenses for PHASE 3. I � _ � _ ; ( (I 2 DLC RK ARE ON FILE CITY ENGINEEF� � < < R.C.E. THIS wo __ OPTICOM DETrCTOR and n5Ns from existing POLE install 7- Remove and salvage existing horizontal most arm, signal head, i I Dtsich REccw+wENc�Ec g Reinstall salvaged OP-ICOM DETECTOR and n5Ns from exist'"ng POIE �Gj. Install new a s ``_ �— = LAWRENCE S. EISENFfART new 35' mast arm with MAs,MAs mauntin - _�.__ - _� IN THE CITY ENGINEER'S L.S.E. eoxsucrrxe tNerxaaR IISNS, OPTICOM DETECTOR and signal head on mid WAS mounting. 40' most arm with MAS/MAS mounting. Reinstall salvaged IISNS, T _ G DRAwa 2048 Orange Tree Lane, Suite 208 SHFiI77 Irstoll new tri-arrow head on end WAS mounting and R73-6 OPTiCOM DETECTOR and PHASE 8 signal head on m'd MAS mounting. E1cSTiNG 2' C t ICCedlands, Cofifarnia 82374 sige next to left tum signal head. Install new PHASE 3 tri-arrow signal head on end WAS mounting. g TO STADtt1N WAY I �- OFFICE. L.S.E.LSETel: ( ) 793-9242 Fax: (909) 793 4863 Install R73-6 sign next to left tum signor head. t V clef el DRAWN^. No &S� &t61, FILE: P. M. 14022 1r'G .._ 416L 4160 III TRAFFIC PHASE DIAGRAM CONDUCTOR SCHEDULEo z _ :3 STEADY DEMAND SEQUENCE A.W.G. RUNS g 1 .1 - - - 111111110. OR CIRCUIT ^ ^ ^ ^ ^ i � 12� i4i45�� ii61 7 8 � I �� l u D.L.C. L�1 L � L341 L—� L *k L-1 1 1/2" 04 07 0 1 VEH. 3 3 3 3 6 3 3 3 NOTES: CONDUCTOR SCHEDULE C, 2 DLC I I III 06P 0 6 0 2 VEH. 6 3 3 3 0 3 VEH. 1 3 3 3 3 C $4P 1. Remove and discard all conductors and DLC's from conduit runs and poles. 8 0 4 VEH. 3 3 3 6 3 3 \ \ 1 `� � 418E 7J9L 0 7 b 0 4 III 0 5 VEH. 3 3 2. Install all new conductors and DLC's per plan and CONDUCTOR SCHEDULE. \ e 111 ` 06P 4 0 6 VEH. 3 3 3 3 3 2" C, 3 DLC \ — 0 0 7 VEH. 3 3 3 51' 36' I I 0 a- � or 0 4 and 0 7 � � 0 1 or 0 1 and 0 6 0 8 VEH. 3 3 3 6 3 02P � e4P � b 0 2 PED. 2 2 2 2 1 ( 58' 54' pU 3 Q msP 0 8 0 #14 0 4 PED. 2 2 2 4 2 2 0 6 PED. 2 2 2 2 2 ' 11 I 12' 2' 11' 1� 11' 11 ' 11' 11' W 41' I) 02 and06 03 ond07 '� 04 ond08 0 1 and05 0 �- miP 0 8 PED. 2 2 4 2 0 2 P.P.B. 2 2 1 III \ 7J5L 7J5U Z III 0 3 08 0 4 P.P.B. 1 1 1 1 2 1 1 1 0 6 P.P.B. 1 2 2 2 2" C. 5 DLC . III \ .00 ' r1 m 03 and08 02 and 05 0 8 P.P.B. 1 2 I I \ a 1101 P.P.B. COMMON 1 1 1 1 2 1 1 1 N SPARES 3 3 3 3 6 3 3 3 ^ II41' TOTAL 14 13 22 28 32 h4I8u 64 28 22 13 1 12 I.I.S.N.S. 2 2 2 2 2 2 LUMINAIRES 2 2 2 2 2 2 1 ^ #10 SIGNAL COMMON 1 1 1 1 2 1 1 1 SCALE: 1" =20' . ^ OTO TOTAL 10 3 3 3 3 2 3 3 1 L 1 i 0 4 14 ' T 5' 21 1 DET. 2 2 � � 7 LIMIT LIN LIMIT LIN 21 2 DET. 6 6 6 6 V 03DET. 4 4 4 \ y 08 08 0 4 DET. 5 5 5 5 C, 3 DLC 1 1/2" C, 2 DLC D.L.0 0 5 DET. 2 INSTALL P.P.B POS` do SIGN 2 2 2 E ; _ srS P � \\ 0 6 DET. 5 5 0 7 DET. 4 4 4 4 � '_J \ \ 10 6 0 8 DET. 4 4 TOTAL D.L.C. - 9 9 16 32 16 8 8 OPTICOM CABLE 1 1 1 2 2 4 1 1 - — CONDUIT SIZE (IN.) 2 3 3.5 2-3 -3.5 3.5 2.5 2.5 ;NI L I -J13 - - - - N I I I i I I I_J I� CV Ir-: \ LL_J O I \ _ FOOTHILL BOULEVARD � } 6 _ b b � � I I S.R. 66 1 _ I I _ IN H. 21 1 / J —J ^ L J L J� N ZC= 5J1U 01 & 6 r l r r h NI I I I I 1 ( I L J L_J� L_ L_ L -� 0 1 -�-- 1 I U :er Q- 7 I I I 1 r -I JL_ J 02 1 05 p NI II I I ' / s Ul) L0 iN Jr — N I I I I T / I ^\ LOLn 04 L5� —IrG EXISTING 1 1/7' C & ICC r-- r--1 TO FOOTHILL BLVD. do MAST DR. oo J r-, , • I I M I I NL_ NL_ NL_ J � 1 0 EXISTING INTERCONNECT (FUT) EXISTING MODEL 170 CONTROLLER ASSEMBLY (SEE SPECIAL PROVISIONS) " r` I i ^ EXISTING 2•C, 3#6 (SERVICE do GFCI) 1 1/2' C, 3 DLC 1 1/2 C, ICC 2 C, 4 DLC p L 6 EXISTING 2• C, 2#10 (LIGHTING) & 2#12 (IISNS) �J 0 0 4 07 % B EXISTING TYPE III SERVICE EQUIPMENT ENCLOSURE �',1 A EXISTING 3' C, SCE SERVICE CONDUCTORS 5' T ^ T- LIMIT LIN LIMI LIN L8� � F=2 PP 113871E g, POLE AND E Q U I P M E N T SCHEDULE �� �17L EXISTING SERVICE POINT PLACEMENT PED PUSH \ \ POLE SIGNAL STANDARD DIMENSIONS SIGNAL MOUNTING BUTTONS HPS �� �7� I.I.S.N.S. -� N0. 13493 4 - POLE MAST ARM POLE LUMINAIRE 14 11 11 /irExp. 3 31 97 SIGNAL LUMINAIRE » » �\ N0. DESCRIPTION C" B" E" ARROW MAST ARM MAST ARM VEHICLE VEHICLE PEDESTRIAN 0 11 - EX. SV-1-UM MAS MAS SP-1 -CS 8 �— 20OW Rochester AVE \ EXISTING 1 1/7' C, 2 ICC c C � A 29-5-80 50 15 EX / 1 3J5L OI' // III � W � � _ _ _ 1 CS 2 —T 31 U � B 1 A EX. EX. TV 2 UM SP � i - - - MAS P-1 -CS 2 �- 20OW Foothill L � C 26-4-80 35 15 EX. EX. SV 1 UM MAS/ S 11900 MLij D ' 15 - 15' EX. EX. - SV-2-UM - SP-1 -CS 4 �► 20OW b = 111 i _ _ - - - SP-1 -CS 4 �— 20OW Rochester AV h . 0 SV 1 UM MAS MAS 1 30 E 29 5 80 55 5 / 0 0 I I III � ' _ _ _ - - -1 -CS 6 —� CITY F 1 A 3.0 10 TV-2-UM SP � ' - - 40' 15' EX. - EX. SV-1 -UM MAS/MAS SP-1 -CS 6 �- 200W Foothill L I I � III I I N0. DESCRIPTION OF REVISION DATE �� t G 26 4 80 12000 8J8L 48 i H ' 15 - 15' EX. EX. - SV-2-UM - SP-1 -CS 8 200W - ' 36' CITY OF RANCHO CUCAMONGA 9-7 2" 3 DLC NOTES. POLE A • AND EQUIPMENT SCHEDULE III 55' 50' III I TRAFFIC SIGNAL MODIFICATION PLAN II r main as is. 5. Install salvaged POLE Ir and equipment on new foundation as III III I I FOOTHILL BOULEVARD 1. Existing POLES �, and sha e 9 .� . and and equipment. shown on the Ian. Install new 55 most arm with MAS/MAS 2. Remove and salvage existing POLES E and F aP 9 9 CJ � z I mounting. Reinstall salvaged IISNS, PHASE 6 signal head on mid Remove existing foundations and anchor bots. g g ROCHESTER AVENUE Backfill holes with compacted Class II Aggregate Base. MAS mounting, salvaged PHASE 1 tri-arrow signal head on end 3. Remove and salvage existing round lenses from PHASE 4 signal MAS mounting and OPTICOM DETECTOR. „ I - - 1 11 NOTE: SPECIAL PROVISIONS FOR head on POLE �BInstall new 12" arrow lenses for PHASE 7. 6. Remove and salvage existing round lenses from PHASE 8 signal APPROVED BY: / / DATE: J J r r 1 1 2" C, 2 DLC CITY ENGINEER // R.C.E. 4. Remove and salvage existing horizontal mast arm, signal head, head on POLE I J' . Install new 12" arrow lenses for PHASE 3. I I I 1 I I I II THIS WORK ARE ON FILE OPTICOM DETECTOR and IISNS from existing POLE ' . Install 7. Remove and salvage existing horizontal most arm, signal head L_J L_J g g ` g 7U Z DESIGN LAWRENCE"S. EISENHART RECOMMENDED new 35' mast arm with MAS MAS mounting. Reinstall salvaged OPTICOM DETECTOR and IISNS from existing POLE `G). Install new L.S.E. CONSULTING NNGINL'ER / 9 9 CITY ENGINEER S most arm with MAS MAS mounting. Reinstall salvaged IISNS, IN T IISNS, OPTICOM DETECTOR and signal head on mid MAS mounting. 40 ma / 9 9 III - DRAWN 2048 Orange Tree Lane, Suite 208 SHEET 9 , � g Install new tri-arrow head on end MAS mounting and R73-6 OPTICOM DETECTOR and PHASE 8 signal head on mid MAS mounting. EXISTING 2• C & ICC Redlands, California 92374 L.S.E.— mounting. TO STADIUM WAY I I _ _ OFFICE. Tel: ( ) 793-9242 Fax: (909) 793-4863 signal head on end MAS ou w PHASE 3 tri-arrow Install ne9 head. 9 r r next to left turn signal sin e 9 next to left turn signal head. III I I I I CHECKED DRAWING NO. Install R73 6 sign e 9 9 - L_J L_J 8J6U 8J6L FILE. P.M. 14022 S. HART R.C.E. 13493 f 1555 S C„�TY .S, E T