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HomeMy WebLinkAbout1499-S i i W 3 16 50' H OJ 22 16 16 is W W J �� J i67 > 23 0 0 0 �I �) o Q � _r g 0 0 ~ 1 4 r o — f 0 0 er , 1 .� ti + + Ni + + + o, — — - - — - — - —--- - - - --- nd 48+56.51 ROCHESTER AVE. LO+00.00 MASI DR. 18 40 40 40 10+00.00 SEBASTIA 20+59.68 SEBASTIAN WAY 10 ' WAY _ _. O m 40 19 0 ii i7 I � r R. d I .�. -- -- __ — SCALE = i" = 40' 0 0 � �, ,.r ; 0 50' 250' ToT 20 J 0 r —� LIMIT LIN Ni g o 0 1 m WW � 1 ti l iD 1 W '' 0 ti 22 N W � !r 0 23i6 �.� � � i6 �J 7'� ! 1ID U Q U) 23 is 0 50' !6 SEBASTIAN WAY , m 37 N 40 6 r ` c J it J i0 J J J 0 h CY 16 2 c • - t----- - --- i i 16 �^) f/� 10+00.00 MASI DRIVE 1i 40 18 ' x 24 10+00.00 SEBASTIAN WAY i _ 100' SCALE = 1 = 40 0 i6 0 40 � 25 40 10+25.98 - 4 - - 43140 —_____ / a SEE SEPARATE SIGNALIZATION f ti i1 8i+40.49 FOOTHILL 8L. PLANS FOR THIS INTERSECTION. .� �3 � � 17+98.10 MASI DRIVE MATCH LINE 0 U ; 19 n -- __ 246' a \ SEE ABOVEill185 -- - , _ -- - N \ Q 1 ..r iai 40 Io, i7 THIS CROSS WALK TO BE INSTALLED AS PART OF 7I i6 h 11P _j V11 / SIGNAL WORK. 40 + o0 00 925 r W M o o TYPE w ti .-, ..) M �: 4 / 33r ARROW i9 26 !9 J J 0 TYPE TYPE 16 I C\i IQ ARROW 8 ARROW 0 39 I ± J 38 J f- 0 0 • W MASI DRIVE GENERAL NOTES SIGNING AND STRIPING 1. All details and dimensions for traffic signs and the installation thereof shall NOTE : ANY SIGNING AND STRIPING NOT FOUND IN CITY conform to the Caltrans Sign Specifications, Traffic Manual, and Maintenance OF RANCHO CUCAMONGA STANDARDS SHALL BE Manual. Regulatory and warning signs other than parking signs sha i be minimum INSTALLED PER CALTRANS STANDARDS. 30" on local residential roadways and minimum 36" elsewhere. 2. New and relocated signs shall be installed using green non-perforated Unistrut posts and anchor sleeves except as noted. Sign posts shall be 2" x 2" and of CONSTRUCTION NOTES sufficient length to extend from the top of the sign(s) to between 6 and 8 Inches into the anchor sleeve and provide 7 feet of clearance between finished grade and the bottom of the sign(s). The anchor sleeve shall extend I to 2 i6 INSTALL R26 of NO PARKING so SIGN ON POST, OR BANDED inches above finished grade and shall be 2 1/4" x 2 1/4" by 30" long. Post TO ST. LIGHT POLE. shaft be attached to the anchor sleeve utilizing Unistrut corner bolts or two Unistrut drive rivets at right angles to each other. Attach signs to post 0 1211 WIDE SOLID WHITE STRIPE PER CALTRANS DETAIL A24E. using drive rivets or other City approved techniques. Install R26, R26(s) 11 SKIP YELLOW CENTERLINE PER CITY OF RANCHO CUCAMONGA STD. i33. and neighborhood watch signs on green "U" channel posts where street light 18 4 poles are not available. i9 REFLECTIVE WHITE PAINTED SYMBOL OR WORD AS 3. Procedures for painting of striping and pavement markings and Installation of SHOWN ON PLAN PER CALTRANS DETAIL A24A. pavement markers shall conform to the Standard Specifications for Public Works Construction, 1994 Edition and the following provisions: 20 INSTALL STREET NAME SIGN PER CITY OF RANCHO p, Paint and all details and dimensions for traffic stripes and markings shall CUCAMONGA STD. 40i-A. conform to Caltrans Standard Specifications, Traffic Manual, Maintenance 2! INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA Manual and City Standard Drawings,133 unless otherwise BY DATE 6Y DATE noted. Pavement legends shall conform to City of Rancho Cucamonga's D REVISION DESCRIPTION ENGINEER CITY STD. 401-9. maintenance stencils. APPROVED APPROVED shall be removed by wet sandblasting. R INSTALL R269 NO PARKING HERE TO CORNER. b. Existing traffic stripes and markings that do not conform to the plans If it INSTALL W3 (RT) AND W6 (15 MPH) ON POST. CITY OF RANCHO CUCAMONGA 24 INSTALL Wii MERGING LANE) SIGN 30�� X 30". C. The contractor shall furnish the necessary control points for all striping and markings and shall be responsible for the completeness and accuracy STRIPING AND SIGNING 25 4' SKIP WHITE LANE LINE PER RANCHO CUCAMONGA STD. i33. thereof to the satisfaction of the City Engineer. 26 4!- WIDE SOLID WHITE LANE LINE PER CITY OF RANCHO CUCAMONGA STD. 133. d. Spotting shall be completed and approved prior to removal of any existing MAST DRIVE AND SEBASTIAN WAY stripes. Existing stripes and markings shall be removed prior to painting ii DOUBLE YELLOW CENTERLINE PER CITY OF RANCHO CUCAMONGA STD. 133. new ones, but in no case shall any section of street be left without proper 37 INSTALL W3 (LT) AND W6 (0 MPH) BANDED TO ST. LIGHT POLE. striping for more than 24 hours, or over weekends or holidays. FOR 38 INSTALL R61-49.i (30"X 24") ON POST. ��� �1 �F� ?9� PARCEL MAP NO. 13845 l� V S39l_ INSTALL W44 (SIGNAL AHEAD SYMBOL) SIGN ON POST. 41 I h �� APPROVED BY � - � DATE INSTALL REFLECTANT HYDRANT MARKERS PER CITY OF RANCHO CUCAMONGA STD. 434. sr u' NO. 33753 7' rn CITY ENGINEE — f* R.C.E. 24953 a . Fxp- 6/30/c,,R -70 DESIGN TODD R REMNER, R . C . E . RECOMMENDED T . R. B. 10373 Trademark Street-Ste .A P.O.Box 1614 -- ~ � / Rancho Cucamonga, CA.91730 OF CAL�t� DRAWN SHEET (909) 945-2119 R. P. B. 5 OF 9— R.C.E. 33753 CHECKED Todd R. rremmner Exp. 6-30-95 DRRWWG.QNO. CITY DATE ( _FILE NO. PROJECT SHEET NO. OF 150 -. 4 N ,N I111,11 ^�I f x" � o� � � �° a "•3 N .�� S7^a s�o� 67 3 93 � 2N �Jo � "` oao $ 3 an * oa �3f 3 " S � 3 CL S oc g" ^nQ�r »� n�4owoo $ 3.00 N CL go 3 37 � onb nM P oov . 1--1 N n +ao y v ca d3 0-M 0Mo"go'avoaa00 :ram " 3 H 70 0 ?N 31 A 's�• r UJ_ Or�l (it O N O 1q0 M $ ;.x too Z, "0 w S O ° STA. 83 t UOoe o N ^ I � 4 d, A # (t_ : �a � _ »2 ��- Cx ; 3 SEE ABOVE RIGH TMA TCA/ LINE 46 o,- a� ff I j I ;I ( A qA ° qsyy oSAL ryf/v(L)/Apm ti nx°w' w' �o I 1 /TR 4t714AN5 579M 24 s 44 # /3' ` f 1 I a vo ........... f acr IJr' TALL 4"WHITE 50L/O Lfit «+ - ` , " = s 3 � ^ �/ MM�� /� (ti1 •...� c on � o ^ 3an � PER CACrRANS 5TOAIN 50AVA' A V-B nOL 3 I lNyrALL S"aOj/OIVH/ E cHEuieav t $ /7' 14#'#0 if le s: E 97R//'E Q �'O•N IWALL d"lVNI1r�XIO 8TR/P�`' IN5rN L TYPE r MAW/T LO a �Aff ML r"SIP,4,V-0,Mr.JV � PWX41VT PER a r 5M P1iW IN. " If •` ! I �`" I qtr f 64,416.0.9 sc.S.Co. II 79 85- I I .1tAo,47,i.G"n . 1 7 B4 W106 OR•C _ I' T Y �r[/�/��W S.GUR,J U • 'i P . 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I n s • w ��+` �W �+ CAL TWO 9T0.A24-0 y 79 D_ H/GWAy bwNs m d!<R�ocr+lao r'i° ` g y ` �' INSTI�LG 8•wN/T�.SDLIa STie/ elsr >e MONro + � � � � — � AN97ALC lV4/ 'S/ir�l PER C,�L &W 97P AW pETA4/L 38• 9�, r--......_ _ � AHE�+o s(� 87 �sr• a '� _ � rs,�� ( _ f A4�MEJVT MARKIlr65 PLR w'd SrAR� �* � • .rn 1'NSTALL 4"MH/T�'LANE LINE : I e M , 5 STD/4 Y4 O m IN97ALL 4"WHITE 4ANE�/l1�' j ay sm w !� PE/7 C,�L TR/WO 97P A 20 Al ffmIL /'I ',SAO 4"" .siiN M e6 RE OWVO "*q ,?m 444po^IVs1GrrY Srri• ? j EX/S . Gl 1A4V r A NWM s/eNs MAL'1�cxr+1W 1%q 4•+c n11V5 ..-. ,..+ �' I„ 7 Elc/5T• "� /9V�/�'dG" y/iN � / � �� rn I x .A M M R EMOWFv O ^-, j n� o EXlS •RE LCG •t " INSTAL[ 4 A0l/t5t6E YELLOW PAINTED MEv//4NPERCAL TR��N5 STP A W-8, � IN5Ti4LL 8 WH/TE 510LID ✓TRII°�` ° Laz•a g E I TlE Z! " fur s.' o f4' 12' _ /AKA ALL le'SOUP YELLOW SIMM 1 �, EX/ r ur M77tc. pe�t'C,�LTRANS 91GA20�,BETA/L 38 �, tm .�r�n eroros� j t; yo'0•G. lNsr�+LL 7m "I•A'G+RkER e xH m#r ti I a P " 116TAu 4"WHITELANE L/NE f a I N r3ar 1 A rALL 4 WN/TE SOL/DExe LINO � ?rx C/7T 5/7 'AM '`� I T L 276 444WNS.41-P,A 20 A, PEJA/L/2 I 1 t Peg cAt mom SM.A 2b-B,0f'A/ /WTA1 L 8'' 901/O Witt re 060w � X„ , ,� INMAU ¢"WH/T A UO 4W LI/�'E A K STR/PE 4 W,04- ' N� �, 7VOI 97PAfO-B,GErR11 fI-B — !40.83► 78 r 46.7/C1•C.,&•6•S.at" f bur Z-4 I 761- 6.7/ 4 Pr..N•E O I#STA LL R?6 68)s/6N 89 t 48 g 5r GT _ o a•+N�rnnn� "'V .r,lr s.�0, ',4+ vr. 3' B A r�MfNT * Rf HJT (NO STGIoP/N6 FRoM w n(�tsr Mrs+ 1 I ,5s �6 rscruc,w�r,�cs 4v SPU,*/N TALL 4 5AU0`►'H/TE EASE G/ASE +y a N4c ro C4RKER) �3 � P.R•c• ' ' PF.�tC4lTRANs 51T!A217-B4OET. 27�Q• T r /�rALL TYPE/V(R) ARROW " _ ( 1#07ALL 4 WN/TE 44NE LINE&K w PER 44LTRAN9 sra A 24-A G R sT0 A ro- • pti °° _ I AU' AAtS A, XWL If s► //15TAll 1YPZ`/V ll.)ARROiN raFI ry� -C, &.' �✓ ��r,�zs RR.c• v PER C.4LTRAAS.0M�4 P4 A - I (PRSCocr+rw Sr orNERs) INSTALL R 26<B 5` gcurr�,e 18' Vi+�e�Cs r?' /r i"t /4'I /2' s I 79 i fSr4r H'/'8' MASrtiRA, t rA.l � � '� ' • '� l INSTALL /00,5oGI0¢"WHI TE 57RIPE _ r 24 36 t x 0 • 1 G rdd. / E.C• a A c fl� N 'y • � L'p 7 I rn � c W TYPE 6 MARKERS G�2t O C. s.Culls L 7 M /V(R) /4RRo� D R/d-Y /A�'A L t Qo tss 7e PER Cr�L7NA46 SM.. A?4-A .= , �• $ A R G' /IVCMU d'WN/TE JOS CALTRORV ATO-A RFrNL JV / L /F/ - ' Ut�d1EX rr ► i _ AWAL A _ /7 /2' l a 14 /2' 6 y u ► , c .. _.._ �. ...._. . _ lYSTAL /00 /d4"WH/TE✓�'TR/ Op S ,UAW6RAUN0 / L 90 t 97.,433 SGR G1 S . GG.W D• bKN 1� " w 4jolbrKr//// C� 0 �. cuRd fwx - 9' �;��. EGTid /N PYr1Cd W/TYPE6 A wqs 8 25 oz, dT Ufr�i7 PP.rt 1RA�fYc , i I EnC n(EO. ac/Rcf "� C _........ ........... I1V5rALL 8" 9AHI TF CNEf/RQN 1 0�0 0 o o a r!l�G�R rvO 1EL.4iAst NiN ....... .._._. ........ �TR/PE G 5o'O.C. � � `� a +► N 8 0�► v `.�' rn 3 �(P1roTE4r/N R/�IC.E) to06�67 I _............ . _ _... _ i N N � � Sot 77.49 � fur, Mac j ... . ................ . _... __ _____.. .. � _ ...._ ,.. srcr� _ — __.._......._.......__. —— _..._.. 4- .............. ern en � sr G�srrAe � nl O m � E /4' m Q -----.-- ........_ _.'... -__ �_....... .. ............ ...._ INSTAL W96 (OWeGE HEAD�tR W LIP 11 -tin aE: 1YPE 1 8/6N /NSTALtN 4"Qwne YwAr NKSTi1Ll CRo� GK PER H PNIYAEO �MEdYrwRR oiuT. ii ��-� C C.�GTi�4N5 571x /(QQ-E i l m Ste• 1420.91,xT 29• .�.�000 n a INyTALL 4".0L/o\ u�r x i z II WH/TE$7Y2/PE 82 to3:49 MF17 � 1 ' 64 � o z //kSTALL 8 ,QUO NN/lE v cuRB _ _ �;sTRiPE w 1Tr2� •s• —�--� I5 LL lay a4 Him / 2 v 3 •� v _ " ' IM/I/pKEA 25'O.C• m N I I�+/ 06"MARMgs a s'A•c. rn m '� rn ,, lM✓T 4 `►'H/TEUNE I rn �, N9 / s P� !l LL 8'AX/OWH TE TRI lq y .� m O 2 0 >�R 5 STb� 241, II � � / ' I4'�� /2' /2' 2' 8 > M O 0.0 O � �G�T�/L /f 7 I � , Cr4L RA/15 SILT�4>�D,OfTA/L.� II o I Z —� �1 o "lN9TAu a N.�aL/v w//r7� 9' ro ION14 -WV` vN/TE EG�EIINE 0 ro V = i z /N5TA4L /7'6AL/O LLOM/ ;57R/PE)V C4L/IpAnf� ! # > RRGILTiG 9.4X,A 00,MT 27 6 I ♦ s17e/PL C4 46 ,So 0►G• ,,SId•A 20-0,DET, 38 cn h �._._..._. .0 116...-}. 1 O I 0 tl m o INS ,444 8"AVON � r � Z rn o �o cO) _ I# 5TR/PE B 5o'o.c. A. 83 too.0o DO O Q X 0.4 =. o !� ro -- ____. !Y/ATGH LINE V 1 Q 0 Z I „ �' 5E1- BELDw LEFT rn 0 3 C i I ENa zoo SmoN _ 0 0 = rT1 r Jo/N&/sT srmp N6 0 ~o o rr rn C n r! Alm < > ,, N �, c� g 5TR/P/N6 U ti CL t o � � N C � ;A CN Erl 'x I I � � ro M l l GENERAL NOTES * - IF X = 10 ' USE THESE DIMENSIONS O - W 1. Traffic signal and highway safety lighting systems per CALTRANS Standard Plans -i and Standard Specifications dated July 1992, as shown on the plans and in the MTAIL E . C . R Special Provisions. --- CROSSWALK ;,, 2. Traffic signs, stripes and legends per CALTRANS Traffic Sign Specifications, DOUBLE YELLOW STRIPE STRIPE Traffic Manual, Maintenance Manual, and Standard Specifications. Conform OR MEDIAN CURB FACE OR O pavement legends to City stencils. Reflectorize all signs, stripes and legends. LIMIT LINE 3. Pavement markers and painting procedures for striping per Standard Specifica- 2 ' �E tions For Public Works Construction, latest edition. l 8 -"B" +�' \ 4. Locate all substructures prior to construction. Hand dig foundations until • O clear of obstructions. Coordinate ole installations with overhead utility or p y FE PLAN FOR REMAINING LOOPS substructure owners . Phone Underground Service Alert and concerned utility REFER TO L 0 * 9 •. �• �� • 1 0 I 5 'Q I companies 48 hours prior to construction. Location of utilities and substuc- • tures have been shown from a search of available records. The Contractor shall • CE conduct his operation in such a manner as to protect not only the utilities and • LEFT TURN LANE 39substructures shown, but other utilities or substructures that are not shown on 3/4" GALVANIZED FULLY these plans. 8' WHITE TURNING LANE LINA— m THREADED STUD AND 5. Obtain approval for exact equipment, crosswalk and limit line locations prior to ANCHOR BOLT WITH X-6 final placement. Perform preliminary striping layout prior to loop detector 2 NUTS, 2 WASHERS, AND I 2 POLE LOCATION CODE layout. 2 1/8" LONG MINIMUM STEEL 6. Loop detectors shall be 6 foot by 6 foot, except as noted. Center loops in the SLEEVE NUT (Total of 4) FLUSH WITH P.C.C. (EXACT LOCATION BY ENGINEER IN THE FIELD) travelled portion of the lane, except as shown. X 10 6 ' 7. Vehicle indications shall be 12', pullboxes No. 5 and conduit 2' rigid metal i' MAX. FINISHED GRADE 7 I except as shown. FINISHED GRADE 8. Electrical services shall be 120volt/240volt. Provide circuit breakers for X-6 , signals (one 50 amp) , illuminated signs (one 15 amp) , and safety lighting (one • INSIDE THRU LANE I 30 amp per 1200 watts or portions thereof) . Coordinate service detail and 2 T _ scheduling well in advance of need. 1 1/2' MAX. JT 4' LANE LINE OR 8' TURNING LANE LINE •18 • STEEL SLEEVE NUT I 3 ' x. s ' THREADED STUDS AND ANCHOR BOLTS A oT1W ANCHOR BOLTS SHALL 10' I 6 ' • THREAD INTO SLEEVE 3 '� s • e NUTS A MINIMUM OF i" In• • - 8 " UC -6 " LC OUTSIDE THaU LANE � 4 UTILITY COMPANIES TELE . NOS . 5' i ' ALL DIMENSIONS TO CL OF STRIPE ELECTRICITY - SOUTHERN CALIFORNIA EDISON COMPANY (909) 947-8269 GAS - SOUTHERN CALIFORNIA GAS COMPANY (800) 422-4133 PHONE - GENERAL TELEPHONE COMPANY (800) 422-4133 - PACIFIC TELEPHONE COMPANY (800) 422-4133 WATER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 FOUNDATION FOR TYPE 1-A STANDARD LOOP DETECTOR PLACEMENT I . I . S . N . S . LEGEND DETAIL SEWER - UNDCUCAMONGA SERVI COUNTY WATER DISTRICT (909) 987-2591 UNDERGROUND SERVICE ALERT (800) 422-4133 SEE ES-6A FOR NOTES, OTHER DETAILS AND DIMIENSIONS REFER TO PLAN FOR DISTANCE NO SCALE TO ADVANCE DETECTORS N INDEX OF SHEETS- INSTALL POLE PLATE ATTACH TOP OF SV-2-T TO POLE PLATE i OF 3 TITLE SHEET 2 OF 3 TRAFFIC SIGNAL PLAN BASE LINE ROAD Foothill Boulevard and Masi Drive _ 3 OF 3 TRAFFIC SIGNAL MODIFICATION PLAN � ' - p, �o Foothill Boulevard and Rochester Avenue T w IS w w V q TEA w -1 W z z z W D q y w w �P z > > I I > W a W a a I > Q� I Z Q C ST FESS I CHURCH o io W \ QA O l > S . \ CHURCH ST . c, s y I Q � F — � m I > s C No. 13493 Ci Y - FIVE SECTION I � ��� ,9c N � i 4( Exp. 3 31-97 SIGNAL HEAD I � T 'y J 5 s � o r Fqo EET / �lF C v IV _j oQ�\ N STA — of �F THREE SECTION 9`�L MASI CAL I I I A74 SIGNAL HEAD DEVELOPMENT I I FOOTHILL BOULEVARD G I 66 I A I I I o= Q N0. DESCRIPTION OF REVISION DATE CITY W JACCEPTED w U I 0 W C D I MASI DRIVE Cn Q� z > j�IC � I SEBASTIAN WAY /�° 3 CITY OF RANCHO CUCAMONGA TU CEN ER DRIVE I O O ~ i ccw TRAFFIC SIGNAL GENERAL INFORMATION AND DETAILS ARROW ROUTE FOOTHILL BOULEVARD TERMINAL COMPARTMENT and MASI DR . /ROCHESTER AVE . 0 = TRAFFIC SIGNAL LOCATION APPROVED BY: / - DATE: CITY ENGINEER 4,-44 lL —R.C .E DESIGN LAWRENCE S . EISENHART RECOMMENDED L.S.E. CONSULTING ENGINEER ' SV-2-T MOUNTING DETAIL LOCATION MAP DRAWN �� dl� Trac Suit? 209 SHEET Redland--, 42 Far 09) 7 �OF L.S.E. TsL• (909) 793-922 Fax: (909) 793-IS63 SCALE' 1 = 0 .5 MI . CHECKED f DRAWING NO. WRENCE S. EISENHART R.C.E. 13493 .�C CONSTRUCTION NOTES CONDUCTOR SCHEDULE POLE AND EQUIPMENT SCHEDULE 1� — Furnish and install Model 170 Controller Assembly (See Special Provisions) . SIGNAL STANDARD PLACEMENT SIGNAL MOUNTING PED PUSH A. R R U N S 2� — Furnish and install TYPE III-CF 120v/240v Dual Meter Service Equipment POLE DIMENSIONS BUTTONS HPS OR C I R C U I T A &jAAAAjA ,& ,& Enclosure. The 120v meter to serve signals and I.I.S.N.S. and the 240v SIGNAL LUMINAIRE POLE MAST ARM POLE I.I.S.N.S. D.L.C. "C' "g" "E' LUMINAIRE meter to serve highway lighting. The following breakers shall be installed: R DESCRIPTION MAST ARM MAST ARM VEHICLE VEHICLE PEDESTRIAN 0 ARROW 0 1 VEHICLE 3 3 3 Signals: 50-amp A 29-5-BO 55 ' 15 3 ' - 13 ' SV-2-UM MAS/MAS - - - 20OW SEE BELOW 0 2 VEHICLE 3 3 3 6 Highway Lighting: 30-amp SEE SEE SEE _ _ OLA 2 2 2 4 I.I.S.N.S.: 15-amp Y B 1-A PLAN PLAN PLAN TV- 1 - - - - - - 0 6 VEHICLE 3 3 3 3 3 3 6 — Furnish and install R73-3 sign on signal mast arm. C 15 - 15 ' 3 ' 13 ' - SV-2-T - SP- 1-CS 8 —T 20OW 0 8 VEHICLE 3 3 3 3 3 3 3 6 O 4 J . OLB 2 2 2 2 2 40 — Furnish and install R34-2 sign on signal mast arm. D 29-5-BO FUT 55 ' 15 3 - 13 SV- 1-T MAS SP- 1-CS CS 8 20OW SEE BELOW #14 0 2 PEDESTRIAN 2 2 2 4 a — Furnish and install R96 sign on street side of signal pole with 7' groundE 1-A - - 3 ' 10 ' - TV- 1 - SP- 1-CS 2 — � - - 08 PEDESTRIAN 2 2 2 2 2 A 0 2 P .P .B . G 1 2 clearance. F 24-4-80 FUT 35 ' 12 ' 5 ' - 12 ' - - - 2 20OW � O 8 P .P .B . 2 2 1 1 2 © — Furnish and install R61-20. i sign on signal pole with 7' ground clearance. A G 1-A - - 3 ' 10 ' - TV-2-T - SP- 1-CS - - -P . P . B . COMMON 1 1 1 1 2 E] — Furnish and install Model 511 OPTICOM DETECTOR on signal mast arm or SPARES 3 3 3 3 3 3 3 6 �E INSTALL U-BOLT MOUNTED HORIZONTAL MAST ARM FOR I .I.S.N.S. AT 22' . FOR SIGN FACES SEE BELOW. P E U CONTROL 2 2 on horizontal sign mast arm as shown. NOTE SV-X-T POLE VEHICLE MOUNTINGS SHALL BE INSTALLED PER DETAIL ON SHEET 1. TOTAL #14 6 12 19 24 23 15 15 46 2 8� — Furnish and install dual Photoelectric Control per ES-6T to operate I.I.S.N.S. n M 212 I . I . S . N . S . - 2 2 2 2 2 L - 2 signs and highway lighting on POLE O DETAIL A INTERNALLY ILLUMINATED STREET NAME SIGN FACES LUMINAIRES 2 2 2 2 L 2 #10 SIGNAL COMMON 1 1 i i i 1 1 2 TOTAL #10 1 3 3 3 3 3 3 2 2 POLE Si OR POLE © Foothill 11700 G . F . C . I . GRJUND i 1 i 8000 POLE 0 11700 #6 SIGNAL SERVICE 2 2 2 TOTAL #6 - - - 3 - - - 3 3 0 1 DETECTOR 2 2 2 2 POLE TYPE m 2 DETECTOR 5 5 8100 C 0 6 DETECTOR 5 5 5 5 FUTURE PRIVATE DRIVE .L.C. 0 8 DETECTOR 5 5 TOTAL D . L . C . - - 5 12 7 7 - 17 - III 1 ( II SCALE: 1 p = 20 ' INTERCJNNECT CABLE - OPTICJM CABLE - 1 1 2 2 1 1 3 - II ( I 142.5' TO BACK 2B5' TO BACK OF CROSSWALK OF CROSSWALK CONDUIT SIZE (IN . ) 2" 3" 3" 3" 3" 3" 3" II \71 R/W 1 12' R/W A 1 B 6 1 T O C O _.�. FUTURE CURB & GUTTER FUTURE CURB & GUTTER �— — —QTS -8 ,=ZI.S— m — 06 — — l9 DETAIL 'A" E.P. 08 — I 0 8 08 1 E.P. PPB & POST FOR 08 M 717M m 2, 4' m 0 ca N Q N CV 2 ka co cn n'f 06 � (D FOOTHILL01 7 � BOULEVARD u I EL E UI & 0 6 O 1 3 I 10' 15' 30' N A I lIlU N I 2' C, 4 DLC 1 1/2' C, 3 DLC 1 1/2" C. 2 DLC N � J_ 02 ' N N54 F-1 FF _1T I E� 2 TNLID CV n i 7 . 400M - 1� El OLA & 0 — — CSD N J02 5 01 DET / g g'= A. . O / 1 1/2" C, 2 DLC 1 1/2' C, 3 DLC - R/W DETAIL "A' G 6 - I R/W I \ 6 5 I QppE ESS IONq l I E 285' TO 142.5' TO I 3 - - - - - -I 1 1/2' C & I.C.C. W/#5 PB EVERY 200' LIMIT LINE LIMIT LINE I F \\ DETAIL "A' TO FOOTHILL BLVD. & ROCHESTER AVE. : 9 &0 TRAFFIC SIGNAL CONTROLLER ¢ J No. 13493 9rn 8J8U 111L 9 Exp. 3-31-97 1 1/2' C. ICC �fll g O F OF CAt\FAQ r 2 120V/240V 3 MIRE SERVICE I ' TRAFFIC PHASE DIAGRAM- 2 I A G R A M i #6 PB - i 2 1 /2" C, Icc I STEADY DEMAND SEQUENCE „ pop Service °C I 3 3 Cabinet I 4 4 i6 i2 !2 i6 0 6 Q asp 14 06 —— ND. DESCRIPTION OFREVISION DATE CITY U 0 2 0 f ACCEPTED a '. 28� �' .� � �-vzP OLA r08 SN i0 15 ip SNS m YOLB_ � Y CITY OF RANCHO CUCAMONGA Type V P.E. Type V P.E. �., Q J Control - 0 �— y Control 38' ( ( 38' C° < 22 12 ii r Auto 24 Auto r , iv o 0 02 and 06 08 0 1 and 06 I I I I II - Cr TRAFFIC SIGNAL PLAN 24OV � I Test Test I ,_�___i20V N FOOTHILL BOULEVARD Highway Lighting ' ' J L -J IISNS Cn o V Signals 120 i als 9 is an 17 IEf � U MAS I DRIVE 23 - 25 - 3 w 8 Q I E-,J APPROVED BY: - DATE: PC PROVISIONS Y Y NOTE. S E IAL FOR CITY ENGINEE R .C .E "'`�' ON .� Q II m 3 DESIGN RECOMMENDED 0 0 U) THIS WORK R K ARE FILE LAWRENCE S . EISENHART n �- � INL.S.E. CONSULTING ENGINEER U THE CITY 20,8 0ran4e Tree Lam. Suits 208 �n DRAWN SHEET TYPE III—CF SERVICE CABINET WIRING DIAGRAM m U_ Redlands, California 0 OFFICE . Tel: (909) 793-9242 Fax. �909� 793-1863 —2—OF L.S.E. For Legend See Standard Plan No. ES-2FEf CHECKED DRAWING NO. 8J6U BJ6L FILE: P . M . 13845 y _s R.C.E. ]3493 AWRENCE S. EISENHART ��� _ �She�f- oZ•/ o� SCS NOTES: CONDUCTOR SCHEDULE 41 11 CONDUCTOR SCHEDULE -_ilsr- I A A /� A —J 1 / � III i. Existing conduit runs with conductors and shall remain TRAFFIC PHASE DIAGRAM A.W.G RUNS -� OR CIRCUIT A A A A A A as is. STEADY DEMAND SEQUENCE D.L.C. L1� Z_ �3� L4� �5�� L6� ' �8 2 . Remove and discard existing conductors in conduit runs /�� /6� and / 4I6LNo 0 i VEH. 3 3 3 3 6 3 3 3 L-A ' 0 2 VEH. 6 3 3 3 3 . Rewire existing poles DO and CO 0 2 and 0 5 detector lead in cables in runs I -j 1 -� III (FUT) 04 07 0 8 VEH. (FUT 0 3) 1 3 3 3 3 �6 Qj gQ and home run �/5; Q Oso- 0 6 0 5 VEH. I IT 3 3 3 3 3 3 \ \ (FUT06 (FUT) 0 1 0 6 VEH. 3 3 3 3 3 \ e. 4I7 III - 'fd7 04P fd4 0 4 VEH. (FUT 0 7) 3 3 3 \ r- I 0 8 VEH ( \ I I I N Oso---� 0 6 \ (FUT) Q Q Oe P 3 3 3 6 3 \ � L1.� 0 2 a � � � � or 04 and 07 � � 05 01 or O i and 0 6 0 2 PEE) . 2 2 2 2 I N 02 P 04P #14 0 4 PED . 2 2 2 4 2 2 I I 06 PED . 2 2 2 2 2 NI \ Z IN 03 ! 08P 08 0 8 PED . 2 2 4 2 I W (FUT) Q 0 5 0 2 P .P . B . 2 2 1 N I I I N 2 and 06 03 and 07 04 and 08 0 1 and 05 02 (FUT) (FUT) 02P 0 4 P .P . B . f f 1 1 2 1 f 1 0 6 P .P . B . 1 2 2 2 —I Q 03 08 N1 (FUT) 0 8 P .P . B . f 2 \ �-.I I I N P . P . B . COMMON 1 i 1 1 2 i 1 1 II ( \ I N 03 and 08 02 and 05 SPARES 3 3 3 3 6 3 3 3 N � L2� I I _ (FUT) TOTAL #14 13 22 28 32 64 28 22 13 11I \ (FUT >I I N #12 I . I . S . N . S . 2 2 2 2 2 2 I U 7 t:J LUMINAIRES 2 2 2 2 2 2 II II -� I / A SCALE: 1" = 20 ' # 10 SIGNAL COMMON i 1 1 1 2 1 1 1 • _ ' 4IBU I 1 _� - L3\ SCALE .20 1 TOTAL #10 3 3 3 3 2 3 3 1 0 1 DET . 2 2 A rt 4 � _ "f" r � 0 2 DET . 6 6 6 6 0 8 DET . (FUT 0 3) 2 2 -J L_J L— rH B 0 4 DET . 4 4 4 4 _ D.L.C. 0 5 DET . 2 2 2 2 1 27's 0 6 DET . 4 4 v 0 4 DET . (FUT 0 7) 2 2 2 206 0 8 DET . 3 3 E I -- \ \ 5 TOTAL D . L . C . - 6 6 12 25 13 8 8 \ ca — OPTICOM CABLE1 1 2 2 4 f 1 ,l p� 'M CONDUIT SIZE 2' II 3' I.j 2 2 . 3.5' 2.5' 2.5' _ 3 3.5 - m - \ L J _J U Ln — CU r*_ L_JJ L_J= LO f?) LJ k__j J J J L_ L_ 1 / r 30' J U 5' 1 f & 06 1 } 1 I / / I IH I I I IH FOOTHILL BOULEVARD TYP. TYP. YR.-i _0i &�� L J L J v / I S . R . 66 cv I N M 1 . H 0 N H N --. 11 I 1 / I I A / 4 1.0 m —so•wo•V -- *V •r CU L _AM 1 1/2' C, 2 ICC CU fV cc H �+ CV A M 0 EXISTING INTERCONNECT (FUT) , EXISTING MODEL 170 CONTROLLER ASSEMBLY Ca • C� -1r� -Ir_ t EXISTING 2'C, 3#6 (SERVICE) 1 1/2' C, 3 DLC 2" C. 4 DLC 1 1/2" C, ICC 2" C, 4 DLC -� - 2" C 2#10 LIGHTING & 2#12 ISNS D •�; 6 (LIGHTING) (I ) CD CD 4... ..........O _� L B t EXISTING TYPE III SERVICE EQUIPMENT ENCLOSURE r r f V N 142.5 TO BACK I I EXISTING 3 C, SCE SERVICE CONDUCTORS • C & I.C.C. F CROSSWALK 8 i i/2 '`. —J• — III 5 PB EVERY 200 W/# 285 TO BACKI . OFESS/p TO FOOTHILL BLVD. & MASI DR. TRAFFIC SIGNAL CONTROLLER OF CROSSWALK 1 1/24 C. ICC n C PP E �Q� v '�""""—" EXISTING SERVICE POINT �Q``�c,E S ' F7sF ABJ I 1 1/2' C. 2 ICC �Q No. 13493 9 M \ _ E - -9 POLE AND EQUIPMENT SCHEDULE /� I � An Intercept existing 2 conduit & ICC from xp. 3 31 7 PEACEMFNT PED PUSH I Stadium Wayintersection. Relocate ICC ��' CIV1� Q� POLE SIGNAL STANDARD DIMENSIONS SIGNAL MOUNTING BUTTONS �� A UT) \ III \ lF of CAL\F�Q� I.I.S.N.S. I into new ICC conduit run. N0. SIGNAL LUMINAIRE aC' 'B' aE' POLE MAST ARM POLE LUNINAIFE � DESCRIPTION MAST ARM MAST ARM VEHICLE VEHICLE PEDESTRIAN 0 ARROW — — AV o tA 29-5-60 50 ' 15 ' EX . EX . EX . ,..�V 1 UM MAS/MAS SP- 1-CS 8 --all - 200W Rochester I 8100 III III • B t 1-A - - EX . EX . EX . T V-2-UM - SP- 1-CS 2 —� - - W t i AB I 0C ­s*— J L_26-4-80 25 15 ' 3 ' - 6 ' SV- 1-UM MAS SP- 1-CS 2 — 20OW Foothill III i N FUT 40 — _ _ _ I C I ND. DESCRIPTION OF REVISION DATE CITY D 15 - 15 3 ' 6 ' SV-2-UM SP- 1-CS 4 —♦► 200W ACCEPTED � II I I N � J7L LLl rpt 29-5-80 50 ' 15 ' EX . EX . EX . SV- 1-UM MAS MAS SP- 1-CS 4 20OW Rochester AVE ( UT) t / I I I9U CITY OF RANCHO CUCAMONGA tF t 1-A - - EX . EX . EX . TV-2-UM - SP- 1-CS 6 III I tit 26-4-BO 2 15 ' EX . EX . EX . SV- 1-UM MAS SP- 1—cs 6 � 20ow Foothill II I � I I TRAFFIC SIGNAL MODIFICATION PLAN FUT 40 1 12000 I I � ;Ht 15 - 15 ' EX . EX . EX . SV-2-UM - SP- 1-CS 8 7 20OW - III III I I FOOTHILL BOULEVARD Ii l I I II I I I and NOTES: POLE & EQUIPMENT SCHEDULE ROCHESTER AVENUE 1. Existing poles (�t , , ��t , ��t and ��t shall remain as is. _ _ NOTE: SPECIAL PROVISIONS APPROVED BY: DATE: 2. Remove and salvage existing poles `Cwt and ��t and equipment. Remove existing i I i 1 CITY ENGINEER R .C .E II I L_J III FOR THIS WORK ARE ON foundations and anchor bolts. Aggregate 8,13L DESIGN RECOMMFNDED p gg gL.S.E. LAWRENCE S . . EISENHART o� Base. FILE IN THE CITY Backfill holes with compacted Class IIACONSULTING ENGINEER !'`"' 2018 Orange Tree Lena. Suite 209 3. Install salvaged poles CO and DO on new foundations located as shown on the EXISTING 2' C & ICC r- r- >' DRAWN Redlands, Cslifc"ia 92371 SHEET TO STADIUM WAY III _J _J ENGINEERS OFFICE . L.S.E. Tel: �, 793-W12 Fax. (909) 793.1 POLE AND EQUIPMENT SCHEDULE. l 1111 I BJ6U N CHECKED DRAWING NO. RENCE EI SEN R.C.E. 13493 6h er f ZZ 0.4" 5-0