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HomeMy WebLinkAbout1663-S - - - - � 06P CABLE SCHEDULE GOND. RUN NO. 06 04P 04 01+080VL — — — — �— 06P Q S T Ism JIE J CABLE TYPE 05 01 02 06 1 2 3 4 ��U� E Saturn Flo,80VL 10400 1aar.rr„ 53 78(N) 78 N 53(N) 02P�- - - - ; 05 � 08 28CSC 2 2 4 2 02 02P --- - I.I.S.N.S. LEGEND DETAIL ` �QI I f1/-� rrl/15E DIAGRAM 86-6.065 Internally Illuminated Street Name Signs. Signs shall be NuArt V B 6'� �4 js// '' + Type A with reinforcing added such that each sign and its mounting hardware AWG CIRCUIT , O 1 J V) can withstand minimum 80 MPH wind loading and gusts to 125 MPH. Signs shall be hungfrom horizontal sin arms. U-bolt clamped to the ole at #2 SERVICE SCALE 1: 200 FOO �_� 06P �' 22 feet above finish grade except asrequiredto clear signal heads or signal #4 SIGNALS �'y�`L mast arms by a minimum of 3-inches (75 mm). Sign legends shall be white on green as shown on the plan. Minimum copy #10 LIGHTING 2 2 2 2 �D v rir-i - . �6 `` size for legends shall be Series C with Series D or E used when message • l�1� 040 � `, length permits. #12 IISNS 2 2 2 2 ' Ise, , ��.� ,r �`` C Details of color, style, borders and spacing shall conform to Caltrans V ` Standards. "Periods" shall not be used on abbreviations. Full-size layouts for 14 r/ f?}8 each legend shall be submitted to the Engineer for approval prior to 6P P E U 3 - - - -� 6 fabrication. DLC J rr �� \ �A�` _ A Pt inch close nipple and LB condulet shall be installed at the coupling I— ,yN -� _ , J _ i' L__ �6 , point. The cable between the sign and condulett shall be 3-conductor AWG v r - N �^ � � ` � � ' - ._ '• .' r � No. 16 Type SJO. The green conductor of the cable shall be used for 5 \ — grounding be sign housing an n e cord t • � between the u d condulet. The cable shall enter he REPLACE EXIST. 0 8 ` sign housing cnad condulet through neoprene bushed CGB connectors. The �2 1 1 - ~' r _ — cable shall be dressed in a neatly arced drip loop between the sign and i r - . _ , , R 73-2 WITH 7 01 +08, S 53m C, 2 DLC condulet with sufficient slack to facilitate sign swing. NEW R73-3 DETAIL '"A" - 04 2 2 ►� - 01 / 05 1 1 l -r PV h SEE SHT 2 06 1 1 ` ^? 53m C, 1 DLC ry - r 08 2 1, r (N)=NEW � ' � - _ - PV Q 105 PROJECT NOTES _ . - - _ - o 6 _ 1 Relocate existing controller and cabinet 3 J- 4 7 - g . r c.� -' `' - x to new location as shown. o 53m C, �Q , \ �4P < �2 % PV X04 PV� `- - _ - 53m C, 02 , - ❑2 Relocate existing service cabinet to new 1 DLC < A REMOVE 01 CY) I_ _ _,- .v i location as shown. Contact Rene Kastner F A V� - ��� FOUNDATION S.C.E. (909) 357-6240 for coordination. 0 P =��`=�- RS " y� ' R96 & R96 B : y U" ° o SEE ST. IMP. PLAN C� '�! _ ` 4 L,��� B SEE SHT 2 _cQ F ~ N - _ . F ++ N Furnish and install new type 29A-5-129 with FOR DETAILS ON -�_ *;- -��,` �? "' F HANDICAP RAMP �}% 2 .. o `�-' 16.8m signal most arm and 4.57m luminaire arm. Relocate all mounted equipment 211- mast from existing type 26-4-129, including PEU 4 •` ;< _ X42_ 3 ICJ 4 _. ..... - mounted on top of pal Also install new D - • , type 1 -A at location E = ® Furnish and install four new ILD on south leg as shown. (TYPE E) , , 6' - Cid " �� _ F5] Relocate street light on the south leg - - - - - �� - - - - a s shown. SAN BERNARDINO RD. - =- - DET,,VA)t E ' 2 _. __.. .... . . SEE ST. IMP. PLAN 3 53m C F6] Relocate exist. heads. Remove prog. tape, FOR DETAILS ON , 53m C 3-#2 �- turn dimmers off and replace lenses with ST. LIGHT RELOCATION ��� _ �. -_. _- . . _ _ ._ ._. _ _ _ _ 3—#8 _ — -•��,_. _ .- _. -. new arrow lenses. _ .. .. ._ _ ._ ._ .. -- -- _- _ _ . .. _ _ _ ,_- -- _ -. - ' / SEE ST. IMP. PLAN 53m CONDUIT — ' - - b FOR DETAILS ON PULL EXIST. CONDUCTORS F7] Replace exist non—arrow lenses with new HANDICAP RAMP OUT AND REINSTALL IN NEW arrow lenses. (NE & SW & NW Corners) CONDUIT WITHOUT SPLICING. C NEW EDISON HANDHOLE 8. Furnish and install new conductors through INSTALL 78m CONDUIT entire system. WITH PULLROPE 12" R 9. Furnish and install new louvered backplates NOTE: INSTALL TEMPORARY OVERHEAD on all heads (3) that presently don't have SERVICE FROM EXISTING 12" y any. Modification of pipe framework will be POWER POLE IF NECESSARY - necessary in each case. 12" G POLE AND EQUIPMENT SCHEDULE 12" �� Standard Veh Sig Mtg Ped PPB YELLOW No. REVISION APPR. DATE Sig HPS Special IISNS NO. TYPE SMA "f" LMA Mast Pole Mtg 0 Arrow Lum Requirements 12„ _ CITY OF RANCHO CUCAMONGA (m) (m) (m) Arm GREEN TRAFFIC SIGNAL PLAN OA 17-2-129 6.1 - 4.6 MAS SV-3-TA(H) SP-2-T 4 � 310 W Foothill DETAIL A B 26-3-129 12.2 5 4.6 2 MAS SV-2-TA SP-2-T 6 310 W San Bernardino O 01 +08 OVERLAP FOOTHILL BOULEVARD CO 17-2-129 6.1 - 4.6 MAS SV-2-TA(G) SP-1 -T 6 �- 310 W Foothill AT SAN BERNARDINO ROAD RD �oFEss� APPROVED BY I + DATE OD 29A-5-129(N)16.8(N 5 4.6(N) 2 MAS(R) SV-1 -TA(I) SP-1 -T(R) - - 10 W(R) �3 San Bernardino 8300 (N) °P� �14e CITY ENGINEER ''' R.C.E. N0. 2r49 ��E. FOG E 1 -A(N) - - - - TV-2-T(N) - 2(R) —� - 3 12 Na J. FousT O '��► — DESIGN RECOMMENDED tOt68 AUST/A/-FOUST ASSOC/•4 TES, INC. `�A� (N)=NEW (R)=RELOCATE (H)=ADD ONE NEW HEAD (G)=REPLACE EXIST. 08 HEAD WITH 5-SEC HEAD (DET. A) (I)= CONVERT FROM EXIST. SV-2-TA �� oma TRAFFIC ENGINEERING AND TRANSPORTATION PLANNING DRAWN SHEET `'�OF � 2020 NOR TUSTIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 R.C. 1 OF 3 CAEt TELE 7 4) 667-0496 FAX (714) 667-7952 1 , CHECKED DRAWING NO. --AFA File: 564.002 SBFOOEI.DWG 11: 50 AM 11/24/98 DATE: 1, l/ /.� l6&3 -S11 J ST, RCE 20258 EXPIRE 9-30-01 shce� L) I � | ' | ! = � i / | � | / LEGEND • DELINEATOR T SIGN FLASHING ARROW SIGN `�. DIRECTION OF TRAVEL C23500 1:SCALE �. �4 HIGH LEVEL WARNING DEVICE 1)O TYPE III BARRICADE WITH WARNING LIGHT C20(Rt) ® WORK AREA rs 1,>o '\ = F • 2sr?, OPENING • PENIN ` vp' "Sol. - - • ee/ • C30 . S•6 E 3.6h7 C30 R18(Rt) -------- R49M 3.6rn C30 36 --- - - k 3 a •6 SAN BERNARDINO RD. c3o --- , - 3m `n CIV C23 of 0 50m 50m TAPER LENGTH GENERAL NOTES 8m DELINEATOR SPACING 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, LATEST EDITION. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD PLAN A-20, DETAILS. 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. 4. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL C18 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE WORK AREA OVERNIGHT. 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. 6. ALL TUBULAR DELINEATORS AND CONES SHALL BE 700mm MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL INCLUDE A 300mm HIGH-INTENSITY REFLECTORIZED SLEEVE, WHEN USED DURING NIGHT-TIME HOURS. 7. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCTION. 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS PC, REVISION APPR. DATE LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS. 10. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED Y OF RANCHO CUCAMONGA IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. TRAFFIC CONTROL PLAN 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. 12. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED FOOTHILL BOULEVARD BY WET SANDBLASTING OR OTHER APPROVED METHOD PRIOR TO INSTALLATION OF A T SAN B E R N A R D I N O ROAD NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED, PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE i REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. QAOFEss_o APPROVED BY J DATE � � E Fo�� � CITY ENGINEER R.C.E. N0. 24953 a Np_ DESIGN RECOMMENDED 20168 -7 .4W rIMFOUST ASSOCIATES, /NC. FOUST J A TRAFFIC ENGINEERING AND TRANSPORTATION PLANNING DRAWN SHEET CAI.%\ 2020 NORTH TUSTIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 R.C. 3 OF 3 TELEPHONE _(714) 6 _ -0496 FAX (714) 667-7952 CHECKED DRAWING N0. --AFA File: 564.002 SBFOODET.DWG 12:08 PM 11/24/98 JO E. 0 ST, CE 20258 EXPIRE 9-30-01 DATE: '^� 1663 S 11eE + (o