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HomeMy WebLinkAbout1906 GENERAL NOTES GENERAL NOTES (CONT.) 3 •i - 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS AND 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE "P" CAB. AND STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF LOCAL STREETS AND ROADS DATED JULY, 2002. AND AS TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. SHOWN ON THE PLANS. CAS 7. VEHICLE INDICATIONS SHALL BE 12", PULLBOXES No. 5 AND CONDUIT 2' RIGID METAL SECTION 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECT- EXCEPT AS NOTED. OF DOUBLE YELLOW UNE FICATIONS, TRAFFIC MANUAL MAINTENANCE MANUAL AND STANDARD SPECIFICATIONS. CONFORM •: �. . OR MEDIAN CURB FACE PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 8. EXISTING 120/240 VOLT TYPE III-CF SERVICE EQUIPMENT ENCLOSURE SHALL BE MODIFIED BY INSTALLING � f - ~ _ -- A 60A 2POLE 120V CIRCUIT BREAKER AS SHOWN IN SERVICE WIRING DIAGRAM ON PROPOSED FACIUTTES LAYOUT "P" CAB. SI -LANE CIA, 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC SHEET 2 OF 5 SHEETS. COORDINATE SERVICE DETAILS AND SCHEDUUNG WELL IN ADVANCE OF NEED. SIDEWALK t 0' 15' 10' WORKS CONSTRUCTION, 2000 EDITION, AND ALL SUPPLEMENTS. T o y 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL PLAN SECTION * F- 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED o CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR FOR THE INTENDED OPERATION. C 8"WHITE TURNING LANE LINE SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTIUTY W COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- UTILITY COMPANIES PHONE NUMBERS 2. THRU LANE ih STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE SOUTHERN CALIFORNIA EDISON CO. «Pw. UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT (CONTACT CART HORNE) 909 930-8544 10' N v ARE NOT SHOWN ON THESE PLANS. SOUTHERN CALIFORNIA GAS Co. �800� 227-2600 • CAB �D * VERIZON CASE * 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR (CONTACT STEVE HOCK) 909 469-6327 SECTION TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR CUCAMONGA COUNTY WATER DISTRICT �909� 987-2591 • .::; : •.: _ 4" LANE LINE LAYOUT. (WATER AND SEWER) UNDERGROUND SERVICE ALERT (800) 227-2600 THRU LANE i -t° W "P" CAB.--" SI ..T-- "I {, z SIDEWALK 10' C PLAN SECTION cr to 0 EXIST. C do G TURNING LANE LINE Illx ° W 11 CURB in =I "P". THRU OR RIGHT 10' 0 E.C.R. N CAB 2 TURN LANE m 0 = * w ST N = "P" CAB. >< SECTION * 5' _w ° 61'1�� 8»UC- 6>>'LC VoliL >'� SIDEWALK 0 TOP OF CURB FACE 1 �� -`�. � » ! > ( » ► 4 fG r • -r r 4-- 1 1 040 4 S . VARIES o f o 0 .v PLAN SECTION CU a] TYPE "P" CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE I.I.S.N.S. LEGEND DETAIL PAD DETAIL REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS TO LOCATION BY ENGINEER IN THE FIELD) REL AC% ARM LLEEN"GTH PLANS FOR THE INSTALLATION OF IGNTAB- �°�" 24* RED TRAFFIC LIGHT MONITORING FACILITIES DETAIL AT FOOTHILL BOULEVARD & HAVEN AVENUE AVE SINGLE INPUT M #1 Olken6 ,300 "-FCOUPLING AT PREEEMPTION DETRGENCY ECTOR BOTTOM—FOR WIRING VICINITY MAP SHEET INDEX NIPPLE 8'--.0. ONNECTORS OR _I g. BY OTHERS) w w 8'-0' 1.5 TO .75 ASTRO Mini-Brac AB-0155-L OR NOTE: LB CONDULET, STD CABLE, HANGING REDUCER HARDWARE do SIGN BY OTHERS AB-0132-L MOUNT OR ARM TUBE SIZE GENERAL NOTES SIGNAL POLE APPROVED EQUAL COUNTY OF SAN BERNARDINO Project 1. Title / Detail Sheet LENGTH END O.D. x BASE O.D. x THK. SWT Steel o psi RU RATES ' ASTM A-35 Steel TM A-3 re era an MAST ARM (I Location 8'-0' 2 3/8' x 3 1/2' x 11 GA. 2. Proposed Facilities Layout: Foothill Blvd. at Haven Ave. H.LS�E STREET (ONE WAY / ONE OUTPUT)6 Steel W=4 KA-36-53 3. Pole Installation Details A-307) BM WLLD5 Ground flush with bage meWrn LONGffUDINAL NI welds shah conform to AWS D1.1 weld i "M SIGNAL POLE WELDS specRocation EMERGENCY VEHICLE DETECTORS NIrT= ❑❑ �"WTA si 4. Camera and Mounting Detail s DIAMETER 24' ABOVE AT \ FINISHED GRADE SMICTURE clip goWni7ed per ASTM A-123A 1 pyo rnz perA-153 - 4 5. Light and Mounting Details HARDWARE 1;o7 19TH In occor aril w e or ( VICTaRIA PARK UI R CLAMP HARDWARE of Hghw�y Sgns, Luminores and BASE �p TSgr►ols. MSMO 1994WELDING 0 ❑ Cl TY of In once w e or FON TANA 1 LE I OMI Trio Sgr�rata g��o�"1'994 minores and 15 NO SC:0ALE DEBURRED T� SIGNAL POLE HOLE IN 0 CLAMP W ITT No. DESCRIPTION OF REVISION DATE - - DIA. IN <Q El < �I APPROO VED: 4,CLAMP SUPPLIED I ` WITH A TYPE "F' ARM 0 -1� BLUNT - - UNdFRCjR0UNdSIFRVicFA1IFRT CITY OF RANCHO CU CAM ON GA + POINT TAPPING — TO SCREW FIELD HOLE RAD. (HOLD) FOREI��"'�' �QD of Southern CaliforniaCllflcouNTY of RED TRAFFIC LIGHT MONITORING PLAN NOS OR o�LL 1- DW HOLE RAD .� / O SAN BERNARDINO FOOTHILL BOULEVARD FOR DIRANAGE N/ROMET � Call; TOLL FREE L ARD � IN POLE�) " D1` CITY OF ONTARIO AND HAVEN AVENUE CLAMP DETAIL DR11L SIGN TAB DETAIL 1 -800-227-2600 GENERAL INFORMATION AND DETAILS TWO WORKING DAYS BEFORE YOU DIG APPPUVED BY: DATE: HORIZONTAL IISNS MAST ARM '4 CITY ENGINEER RCE: %�, DESIGN � �LAN PREPARES B i RECOM ENDED � "" i No. 63 570 R.Webb * °`� 9�� * TPG VISA(iA OFFicE DPAwN SHEET CML �r 711 N.Court Street,Suite J Visalia,California 93291 1 OF 5 enc' CALVE R.Webb CONSUITINCR Telephone 559.739.8072 CHE:h EG Fax 559 732.3089 DRAWING NO i(L! Matt Hami n 1906 GENERAL NOTES POLE AND EQUIPMENT SCHEDULE 1. TRAFFIC SIGNAL WORK SHALL CONFORM TO THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS FOR THE STANDARD MAST ARMS VEH. SIG. M(TG'S. PED. SIGNALS PPB 120 VAC IRE CAMERA MOUNTINGS HALOGEN LIGHTS FRONTAL CONSTRUCTION OF LOCAL STREETS AND ROADS DATED JULY, 2002. ALL NON-TRAFFIC SIGNAL RELATED WORK AND PROJECT ADMINISTRATION SHALL CONFORM TO POLE HEIGHT HPSV FRONTAL REAR STROBE REMARKS THE PROVISIONS OF THE 'GREENBOOK- (STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION), 2000 EDITION, WITH ALL APPLICABLE SUPPLEMENTS. TYPE SIGNAL LUMINAIRE POLE MAST ARM 0 MOUNTING ARROW LUMINAIRES LEGEND CAM. MOUNTING HEIGHT LIGHTS SIGNING, STRIPING AND TRENCHING SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STANDARD PLANS AND SPECIAL PROVISIONS. CONTRACTOR SHALL VERIFY OVER PVM'T. MOUNT SIZE MOUNT SIZE THE INFORMATION SHOWN ON THIS PLAN WITH THE ABOVE AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES 48 HOURS PRIOR TO COMMENCING WORK. - 14 5 31'1 �U�� SCALE• 1 " = 2 0' L J 26-4-80 30 45 15 sv-1-t 2-mos 8 sp-1-t - 200w Haven ❑9 3-75OW 11 3-12OW 13 2. EXISTING FACILITIES ARE SHOWN BY REFERENCE TO RECORD DATA. THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF THE DATA. � ' 1 #12 6 15'± THE CONTRACTOR SHALL CONTACT USA AT 1 (800) 227-2600 TO DETERMINE THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES AND SHALL PROVIDE SR56 � _ _ _ _ _ PROTECTION PRIOR TO AND DURING ALL TRENCHING, JACKING OR BORING OPERATIONS. 1"c, 2dc _ I `b ppb post 4 - 4 Ieft - - - - - - - - - 3. NESTOR TRAFFIC SYSTEMS SHALL ARRANGE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY RELOCATIONS INCLUDING OVERHEAD CONFUCTS. I I I I I 0 20' 40' `0 1-a 10' - - tv-2-t - 4 sp-1-t 6 right - - - - - - - - - - 4. THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. ®O1 1 I ® I Blvd 11 5 31't 5. ALL PULL BOXES WITH FOUR (4) OR MORE ENTERING CONDUITS SHALL BE NO. 6 OR GREATER. ALL OTHERS SHALL BE NO. 5. II I I �= I I I i r�ve�t `d 29-5-80 30 55 15 sv-1-t 3-mas 8 sp-1-t 6 left 200w FoothlilI 6 15'f ❑9 3-75OW 10 3-12OW 13 6. ALL RESURFACING SHALL MATCH EXISTING SURFACES AFTER EQUIPMENT IS REINSTALLED OR INSTALLED. o I I I 7. THE SUBCONTRACTOR SHALL NOTIFY THE CRY PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO COMMENCING WORK. CALL 909 477-2740, EXT. 4010 FOR 8" euc. I C-4 1-0 10' - - tv-2-t - 6 sp-1-t 8 right - - - - - - - - - - INSPECTIONS, MONDAY THROUGH FRIDAY BETWEEN 7:00 A.M. AND 6:00 P.M. I I ' L�JI/' �\ Ave #2 5 31't 8. EXISTING TRAFFIC SIGNAL OPERATION SHALL NOT BE IMPACTED BY INSTALLATION OF EQUIPMENT WITHOUT THE WRITTEN PERMISSION OF THE CITY TRAFFIC ENGINEER. 8" euc.lf I I I I I I I I vent `b -�� `�` 15 sv-1-t 3-mos 2 sp-1-t 8 left 200w Haven 8100 #10 6 15'f ❑9 3-7� 11 4-120W 13 ❑3 9. THE LIMITS OF WORK ARE ENCOMPASSED BY THE RIGHT OF WAY AND SHALL INCLUDE ONLY SUCH WORK AS IS SHOWN ON THIS PLAN. f I I I g 1-0 10' - - tv-2-t - 8 sp-1-t 2 right - - - - - - - - 10. NESTOR TRAFFIC SYSTEMS, SHALL ASSUME FULL DESIGN RESPONSIBILITY FOR SELECTION OF, DESIGN MODIFICATIONS TO, AND APPROPRIATE USE OF ALL CAMERA I 7j91 7j91 1 I - - 1 I I -/ - - AND LIGHT FIXTURE MOUNTING ASSEMBLIES AND ASSOCIATED HARDWARE. +,, ( - I I ' 11. ALL CONNECTIONS ATTACHING CAMERA AND LIGHTING EQUIPMENT SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ( 1 ( --`V '-`� 1 I �, - - - - , ` I I '0 29-5-80 30' 55' 15' sv-1-t 3-mos 4 sp-1-t 2 left 200w Foothill 1� 1 6 15,f ❑g 3-750MI 11 3-120W 13 12. NESTOR TRAFFIC SYSTEMS, SHALL SUPPLY ALL OF THE FOLLOWING MATERIALS: MODIFIED TYPE 'P' SIGNAL CONTROLLER CABINET; TYPE 40-0-129 SIGNAL I911 I ;'� ;'' I I I I _ i , STANDARDS AND TYPE 22 UGHIING STANDARDS; COHO PTZ CAMERAS, COMPLETE WITH CONNECTING CABLES AND WEATHERDOMES; ALTMAN OUTDOOR-600 LIGHT II / _ ` 96'Ircp � J , 15 30 - 15 sv-2-tb - 2 sp-1-t 4 right 20Ow - - - -STONCO #3800 LIGHT FIXTURES WITH 13850E EXTENDERS COMPLETE WITH 120W PAR38 HALOGEN LAMPS• ALL s" euc.) / I T l _ _ _ _ _ _ _ _ _ _FIXTURES, COMPLETE WITH 75OW HALOGEN LAMPS; 1 � 22 35' #8 ❑ 36'tPELCO MOUNTS AND ADAPTERS, 9/C COMPOSITE CABLE; SINGLE CONDUCTOR COAXIAL CABLE; AND SR56 'PHOTO ENFORCED' SIGNS.13. TME SUBCONTRACTOR SHALL SUPPLY ALL OF THE FOLLOWING MATERIALS: ALL CABINET AND POLE ANCHOR BOLTS, WASHERS AND NUTS; ALL SCHEDULE 80 TYPE 3 129 1T 40' - - - - - - - - - #5 ® 21'12'c, 3dlcCONDUIT (VARIOUS SIZES); THREADED CONDUIT AND THREADED CONDUIT BODIES (VARIOUS SIZES); ALL SINGLE CONDUCTOR AWG WIRING (VARIOUS SIZES); 3/112 I I /( � / _ _ - - _ - _ _ _ _ _ _ - _ - SIGNAL CABLE; 12 CONDUCTOR SIGNAL INTERCONNECT CABLE (SIC); AISI TYPE 201 STAINLESS STEEL STRAPPING AND STRAPPING HARDWARE; ALL MOUNTING BOLTS, 1 i , I / I I I I I I I O 22 35' �6 ❑7 36't ❑ CLAMPS, CONNECTORS, AND OTHER HARDWARE REQUIRED TO COMPLETE THE INDICATED INSTALLATIONS. ADDITIONALLY, THE SUBCONTRACTOR SHALL BE RESPONSIBLE I / 7j5u 7j5u FOR PICK-UP AND DELIVERY TO WORK SITE OF ALL CONTRACTOR SUPPLIED MATERIALS AS DIRECTED BY THE NESTOR ENGINEER. 1 '<I I I /- /'` I I I I / 1 O 129 17' 40' - - - - - - - - - 17 ® 21'1 - - - - - ❑ , l 14. NESTOR TRAFFIC SYSTEMS SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING TRAFFIC SIGNAL SYSTEM, STRUCTURES OR UTILITIES AND SHALL PROMPTLY REPAIR SAME TO SATISFACTION OF OWNER AT NO EXPENSE TO THE CITY OF RANCHO CUCAMONGA I I I r I I I I 1 15. MODIFICATIONS TO FACILITIES INDICATED ON THIS PLAN SHALL REQUIRE APPROPRIATE ENGINEERING ANALYSIS. I 1 I /' /' /' ADVANCE SIGNING DISTANCE DETAIL TRAFFIC SIGNAL SYSTEM - -� T- 5 , THE FOLLOWING SIGN PLACEMENT DISTANCES ARE BASED ON TABLE 2C-4, GUIDELINES FOR ADVANCE 16. ALL NEW ABOVE GROUND FACILITIES INSTALLED WITHIN SIDEWALK AREAS SHALL PROVIDED REQUIRED ADA CLEARANCE. MINIMUM CLEARANCE SHALL BE 48-INCHES. I 4i7u 7j51 751 I 1 I 4�7u I 1 1 I I I PLACEMENT OF WARNING SIGNS' IN THE FHWA'S MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. CONDUIT CONDUCTOR SCHEDULE 4i8u 17. ALL CONDUIT TO BE PLACED UNDERGROUND SHALL BE TYPE 3 SCHEDULE 80 WITH APPROPRIATE TRACER WIRE. ALL CONDUIT PLACED UNDER PAVEMENT SHALL BE �l X71ii''` - I I 1 I CB 12 13 n n n n n n n n n I I „ I,_ �- „ ; I 10 POSTED OR 85th PERCENTILE SPEED (MPH) 25 30 35 40 45 50 55 60 AWG 0 C❑NDUIT RUN Lh LPA L3� L4, L5� L6� L, L8� L INSTALLED BY CALTRANS 'TRENCHING IN PAVEMENT METHOD IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA SPECIAL PROVISIONS. TRENCHES IN PAVEMENT , , I , , / ,/ I�_� I ,- CABLE SHALL REQUIRE A 1-INCH TO 0.10-FOOT DEEP COLD PLANE CUT EXTENDING 12-INCHES OUTSIDE THE EDGES OF THE CEMENT-SLURRY BACKFILLED TRENCH PER I ' r y' ' • I m4+m5 / '�� 1�� I�-�s- --- --s a \a�) MINIMUM ADVANCE DISTANCE BETWEEN SIZE CONDUIT SIZE 2 3 3-3 2-3 3, 5 2-2 3 2. 5 1. 5 CITY OF RANCHO CUCAMONGA STANDARD PLAN 120. t ► '� -- 1�U i ; 11 b I ' �' I _ SIGN AND CROSSWALK LINE FEET 100 100 150 225 300 375 450 550 _ _ _ Co -r - --1 i 1 (FEET) �l VEHICLE 3 3 3 3 3 3 18. THE MINIMUM YELLOW LIGHT CHANGE INTERVALS SHALL BE ESTABLISHED IN ACCORDANCE WITH THE TRAFFIC MANUAL OF THE DEPARTMENT OF TRANSPORTATION s I _ � - / v' t •«. " '" +�2 VEHICLE - - 3 3 3 3 - - - PRIOR TO OPERATION OF THIS AUTOMATED ENFORCEMENT SYSTEM PURSUANT TO SECTION 21455.7 OF THE STATE VEHICLE CODE. /9\ �� / V /- ~ �- - -n- �, , M -M I i 1; \' e) L- �� / I , �, y� �� ; �� �' �8�\o6 s 1.5"c, 4dlc -1.5'c, 4dlc ,-2'c, lsic - - - ®O �R/w �3 VEHICLE 3 3 6 3 3 3 3 3 3 T ,_41c, 2dlc, 1sic �l � , � - o M I ��F('� ti �- - - - - - - - - - - _ - - _ - - - - - - 04 VEHICLE / •+ 5 6 ` h� L ,fr6 -08 - - - _ _ - SR56 14 s�5 VEHICLE - 3 3 - - - - - g1� y- - - - - - - - - - - _ _ , - m3 h,3 ;-� -- � - - - - - -- - - - - - - - - - - - - - 06 VEHICLE - 3 6 3 3 3 3 3 - - - - - t — CB 12 / i I I �5 -� 3LJ1 - - - - -�7 VEHICLE 3 3 3 SERVICE WIRING DIAGRAM _ - - - - - - - - - - - - - - _ - - _ A. -m6 I I `,;� 6;31 0 /B 08 VEHICLE 3 3 3 3 - - - - - - - - - - - - - - - - - - - - - - s• / `G / I 115' TON #14 02 PEDESTRIAN - - 2 2 2 2 - _ - - - - - - - - 11 _ CAMERA #12 6 EXISTING ;; �R, 14 5 / °� / I I � , 04 PEDESTRIAN - - 2 2 2 2 2 2 - TYPE III-CF SERVICE PROPOSED yup ` /' /' I o i i ; ; 6j10u I 06 PEDESTRIAN - 2 4 2 2 2 2 2 ENCLOPMENT SURE SU E SERVICEFOOTHILL )-T� l I , / / ' ( /✓ ' , I #8 PEDESTRIAN 2 2 4 2 - - - -BLVD , I �� r / / _ 11 t 02 PPB - - 2 1 1 - - - - (METERED SIDE) SUB-PANEL (I - - - - - - - - - - - - �'-'-`� �- - - - - - - - - - - - - - - - - - - - - - - - P - , I\-,, �3u - 04 PPB - - 1 1 1 1 1 1 - 120 VAC 06pv I ' 06 PPB 1 1 2 1 1 1 1 1 1 1 PHASE 96" rcp - F - - - - - - 60/2 AC+ BUS - f I I ;� ,�� 08 PPB - 1 2 BLK 3 WIRE - - - - - - - - - - - I opticom �1+�6 I �?�� -�� ��'\-�� 6j3u PPB COMMON 1 1 2 1 1 1 1 1 1 _- I I 115 ------------------------------------------------------------- ' I I SPARES 3 3 6 3 3 3 3 3 3 r73-5 1 WHT AC- BUS -------___________-------_____________ �L - m1 �,�\ I TOTAL #14 AWG 13 22 57 36 31 27 22 22 15 -- 0 0 - - - - - - - - - � I �� , r �_\ ��\ _ - \ 1 - ��\�� \-�, Lill ,\ , lilu t , li9U 01 3 5j9u y 5j 1 u 5j 11 i _�;�� i t l I _ ( t I-----------E------�' 02 - - 7 7 7 7 GRN CHASSIS GROUND \_.� \_�t _ - TYPE _ _ _ _ Q 0 -abandoned 1 05 '-J -' ���'i' �3 3 3 I I (' '/\� /I , 1i11 i " lilu i 1i9u I C' 04 - - 5 5 5 5 5 5 5 i I i I r r T , I r73-5b �� I \rte \ \ 5j9u \-�l� 5j1u i\- ;� i 5j1I �i :'- �\ ; I ' \\�� ------ ----Z-----------------j' 05 - - 3 3 3 3 - - - ^' 1", l dlc DLC 06 - 5 5 - - - - - - I I opticom m2+m5 , 07 - - 3 3 3 I i 2i41 *- ,h `� I I '-2", 3dlc 08 _ _ 4 2 - - 3 3 3 m2 --� TOTAL TYPE ' C DLC - 5 30 23 18 8 8 8 8 I I ill ,' ,' I I 2 ,r #12 I ISNS 2 2 - 2 2 2 2 2 2 ,12141 I #10 SIGNAL COMMON 1 1 2 1 1 1 1 1 1 -`-------J I 02 LUMINAIRES 2 2 - 2 2 2 2 2 2 UNdERCjROUNd SERVICE A[ERT i ' i�� ; I I TOTAL #10 AWG 3 3 2 3 3 3 3 3 3 I I Iu ,21101 � I \ Ill, t i 5 # I ---3 \1 CB #8 G. F. I. GROUND - - 1 1 1 FORE Oil -_ T-' 2"c, 4-wire full x I Il_-- _ _ _ _ _ _ _ yo of Southern California — — — I r I - ------ l`duplex 3002 (gte> s #1 , _ _ 1 u - + �i l _ I m� - llt�v pec 6 - - - - _ - - - - - - _- - - TOTAL N#8 AWG VICE _ _ 5 4 1 - - - - G t ' TOE I - -t - - - - - - - - - - - - - - - - - o - - - - - — _ 5 Call: TOLL FREE 14 0 �,�' 2i31 T I -- – - -- - - - - - 3 J x - - - -r-- OTHER OPT I COM 1 1 4 2 2 1 1 1 SR56 ' I - ------� X01 6 5 I ,�f \-2"c, 2sic a I ; 1 R CABLE SIC ( 12-#19) - 1 -800-227-2600 ^r — Ow 40 12' X 0.120" THICKNESS ES-16A TAPERED STEEL ARM 4.4" X 10.0" X 0.2391" X 3.875 MIN. OD AT POLE Q w 15s X 0.1196 THICKNESS a H Ell X 4.25 MIN. OD AT POLE CAMERA MOUNTING HANDHOLE t 1 VARIES (FAR SIDE) = o � o _ N ES-7C Z;o LOWEST POINT OF ANY FIXTURES TO MAST ARMi,, o DETAIL W o r J ~ 17! 0 0 x Uj Uri o x o w .1 O O N Q O JO 1 p x U 00 Q_ O � in I x Lo 0 W I� N Q_ N : 0 p w CO Z Q (D Z 0 I F- V) ~ x O 0 o x 0 ES-7N o: o _ �w w 1 �n DETAIL T 1 a = a Lq z Uj °' in J w ( J to y0 VUi w000 o x '`i _ HANDHOLE SIIDE NOTE: NO SIGNAL �� w 0 x ARM CONNECTION Uj O o w rn � � z ao n -7M o x -66 FINISHED GRADE ^ v N CN 01 DETAIL N o ;.� I co 1 I- x co a6 N ES-7N x c� 0 0 HANDHOLEI o 0 (FAR SIDE) MODIFIED TYPE 27-4-129 CIDH FOUNDATION LO I WITH 1.75"0 X 84" X 6" ANCHOR BOLTS M ,':� ES-1 gA 30" DIA ES-7M ES-7M BASE PLATE = HANDHOLE -w=J1 I CUSTOM TYPE CATY40 SIGNAL STANDARD (FAR SIDE) HANDHLE AND MAST ARM TYPICAL DETAIL ES-7M (FAR SOI E) I NOT TO SCALE DETAIL F REINFORCED CIDH PILE FOUNDATION-01- - 40' - 0" SEE STATE STANDARD PLAN ES-16A TAPERED STEEL ARM 3-7/8" X 9-3/8" X 0.2391 c=> o FOR ADDITIONAL DETAILS I a = r-7N 0 r CLOSED CIRCUIT TELEVISION POLE 7N MODIFIED VARIES FOUNDATION REINFORCED � OR (CCTV 2 5) DETAILS CIDH PILE NOT TO SCALE FOUNDATION �� LOWEST POINT OF ANY FIXTURES TO MAST ARM 15• SEE STATE STANDARD PLAN ES-6A SEE STATE STANDARD PLAN ES-7C FOR ADDITIONAL DETAILS FOR ADDITIONAL DETAILS =00 MODIFIED TYPE 19A- 1 - 129 TYPE 22 LIGHTING STANDARD DETAIL SIGNAL STANDARD DETAIL N I � -H x = o NOT TO SCALE NOT TO SCALE ES-7J REAM OR DRILL HOLE TO M 1 FIT 2" DIA BOLTS (TYP.) z `~ 1 O N BASE �� ES-7M X o HANDHOLE w _ 1 (FAR SIDE) I 0 � a I AXIS OF ARM TYPE 40-0-129 STANDARD WITH BASE PLATE I W x 117.5- MODIFIED TO FIT 2" DIA. BOLTS ON 17 1/2" CONSTRUCTION NOTES (THIS SHEET ONLY) 18w BOLT CIRCLE (SEE TYPE 40-0-129 MODIFIED w ❑1 TERMINAL END OF MAST ARM NOT OTHERWISE PROTECTED SHALL BE FITTED Wrm RAINTIGHT METAL CAP AS INDICATED ON STATE STANDARD PLAN ES-7M. BASE PLATE DETAIL ON THIS SHEET) w FINISHED GRADE BOLT DIA. + 1/4" 0 MODIFICATIONS TO GALVANIZED BASE PLATE SHALL BE 1 REPAIRED PURSUANT TO PROVISIONS OF SECTION 75-1.05, 4 "GALVANIZING", OF THE STATE STANDARD SPECIFICATIONS ES-7N No. DESCRIPTIC)N OF REVISION DATE APPROVED L--� MODIFIED TYPE 40,,0-- 129 TYPE 29 CIDH REINFORCED POLE " CITY OF RANCHO C U C A M O N G A FOUNDAATIONTION W/2-X60-X6- ANCHOR BOLTS 36 DIA. UNdERC�ROUNd SERVICE A�FRT BASE PLATE DETAIL ��F°oC- yo of Southern California ;a=*OR�"".,.�,�ftr�.w,.� RED TRAFFIC LIGHT MONITORING PLAN wmftwrelr�vIft NOT TO SCALE SEE STATE STANDARD PLAN ES-7J Q i O MMS' OwwllaC•/ FOR ADDITIONAL DETAILS U Call: TOLL FREE � » ,"„: D6 FOOTHILL BOULEVARD a1 M`: AND HAVEN AVENUE 1 -800-227-2600 =fflo-A*' Wet • 0 TYPE 40-0- 12 9 STANDARD DETAIL POLE INSTALLATION DETAILS NOT TO SCALE TWO WORKING DAYS BEFORE YOU DIGD APFRCwED B T : DATE: CITY ENGINEER RCE: 24 53 C9 PLAN PPEPAPEC' Eh RECOMMENDED * No. 63,570 * R.webb JAS pMES. 9/30/06 VISAHA OFFICE `� CMS \� DPAWN TPG 711 N.Court Street,Suite J =HEFT R.Webb Visalia.Cafitornia 93291 3 of 5 CAS CONSUITITeieorov 559.739.8072 .n.•M."' Fax 559.732 3089 HE,- EC� DF AWING NC- Matt GMatt Hamil6n 1901,1_3 EXTENSION TUBE OF MODIFIED PELCO PP450 EXTENSION TUBE OF --- ----- 2" X 1-1/2* NPS 'MAT' MOUNTING ARM ASSEMBLY MODIFIED PELCO PP450 - - SIGNAL SLIP FITTER MOUNTING ARM ASSEMBLY PELCO PA402 PELCO 'ASTRO-BRAC' BAND MOUNT MOUNT BRACKET _ /, MAST ARM, IF USED (TYPICAL) CLAMP KIT, (P/N AB-3007-L) PELCO BAND MOUNT �-4-D ARM MAST ARM, D MODIFIED PELCO PP450 CLAMP KIT, 13-00023-1 TYPE 40-0-129 TYPE , DIA. VAR. 29 MOUNTING ASSEMBLY (SEE MAST ARM, DIA. VAR. DETAIL ON THIS SHEET) STAINLESS STEEL SIGNAL i, BANDING (TYPICAL) VIDEO CAMERA ____ - - SUP WEATHERDOME © -- FITTER SIGNAL " " PELCO 'ASTRO-BRAC' BAND MOUNT STANDARD MAST ARM, IF USED (TYPICAL) 2 X 1-1/2 NPS MAT ( 1-1/2 SCH 40 ALUMINUM PIPE - (TYPICAL) 6" NPT BOTH ENDS, 13-00018-1 CLAMP KIT, (P/N AB-3007-L) e e -� I " SIGNAL SLIP FITTER ADJUST LENGTH TO ACHIEVE THE 1-1/2" NPT x 6" AL NIPPLE, MAST ARM, IF USED 1-1/2 LIQUIDTIGHT SPECIFIED ROADWAY CLEARANCE THREADED ONE END ONLY FLEXIBLE METALLIC • • (TYPICAL) PELCO PA46f— CONDUIT CONTAININGa 1 -1/2" ALUMINUM CONDUIT MOUNTING BRACKET I CAMERA CABLE(S) I OUTLET BODY WITH GASKET 1 -1/2- SCH 40 ALUMINUM PIPE // & COVER, 13-00025-1 NPT BOTH ENDS, 13-00018-1 2' SIGNAL STANDARD (TYPICAL) ADJUST LENGTH TO ACHIEVE THE _ SPECIFIED ROADWAY CLEARANCEPELCO o I ill MODIFIED PELCO PP450 BRAKE PP450� BRAKE PLATE 1 -1/2" ALUMINUM CONDUIT MOUNTING PLATE (SEE \--EXTIENSION TUBE OF OUTLET BODY WITH GASKET DETAIL ON THIS SHEET) MODIFIED PELCO PP450 & COVER, 13-00025-1 MOUNTING ARM ASSEMBLY I MODIFIED PELCO PP450 VIDEO CAMERA 1-1/2" LIQUIDTIGHT MOUNTING PLATE (SEE WEATHERDOME FLEXIBLE METALLIC ❑7 DETAIL ON THIS SHEET SIDE POLE MOUNTING CONDUIT CONTAINING ) COHU PZT CAMERA 12-00040-3, TERMINAL COMPARTMENT COHU PZT CAMERA 12-00040-3, IN WEATHERDOME 16-00008-1 CAMERA CABLE(S) (SEE STATE STANDARD IN WEATHERDOME 16-00008-1 PLAN ES-4D FOR DETAILS) _ 17'-0" MINIMUM SIGNAL STANDARD (TYPICAL) FINISHED GRADE r T ENT MAST ARM CAMERA MOUNTING DETAIL o a (SDEE STATE SE POLE TANDARD DAD PLANUNTING NES 4DAL MF _0 FOR a POLE TOP CAMERA & NOT TO SCALE MOUNTING PLATE DETAIL NO. 3 0 NOT TO SCALE FIXED MOUNT CAMERA POLE TOP CAMERA & MOUNTING PLATE DETAIL NO. 1 0 15-00033";AD COHU 12-00040-2 NOT TO SCALE 3/8"-16 HEX HD BOLT CONSTRUCTION NOTES (THIS SHEET ONLY) 14-0003/8' LOCK QTY 3 3/8" WASHER 14-00010-8, QTY 3 _ 15 INITIAL U N d F R RO U N d S F RV I C F A 1 F RT ❑1 WEATHERDOME WITH INTEGRAL COHU PTZ VIDEO SURVEILLANCE CAMERA SHALL BE MOUNTED ON THE MAST ARM OF TYPE 40-0-129 SIGNAL 3/8" FLAT WASHER 1/4"-20 HEX HD BOLT SETUP ANGLE STANDARD MAST ARM AS INDICATED ON PROPOSED FACILITIES LAYOUT, SHEET 2 OF 5 SHEETS. 14-00008-8, QTY 3 14-00007-112, QTY 2 g�FUHE Y� 2Q WEATHERDOME WITH INTEGRAL COHU PTZ VIDEO SURVEILLANCE CAMERA SHALL BE MOUNTED ON THE TYPE 19A-1-129 SIGNAL STANDARD SUPPUED WITH CAMERA of Southern California _ o G LUMINAIRE MAST ARM AS INDICATED ON PROPOSED FACILITIES LAYOUT, SHEET 2 OF 5 SHEETS. Q ADAPTER PLATE 1/4" LOCK WASHER v �(i Call: TOLL FREE Q3 WEATHERDOME WITH INTEGRAL COHU PTZ VIDEO SURVEILLANCE CAMERA SHALL BE MOUNTED ON THE SIDE OF THE TYPE 19A-1-129 SIGNAL 15-00032-1 14-00009-8, QTY 2 STANDARD AS INDICATED ON PROPOSED FACILITIES LAYOUT, SHEET 1 OF 4 SHEETS. I 30 FT CAMERA PIGTAIL ® COHO FIXED MOUNT VIDEO SURVEILLANCE CAMERA SHALL BE MOUNTED ON TOP OF THE TYPE 22 LIGHTING STANDARD AS INDICATED ON AND SPDC DE AILS � 3/8--20 HEX 3H Q BOLT 1 -800-227-2600 PROPOSED FACILITIES LAYOUT, SHEET 2 OF 5 SHEETS. 30 FT COMPOSITE CAMERA CABLE PIGTAIL SHALL BE SPUCED AT HANDHOLE LOCATED AT ES-16A BASE OF THE STANDARD. APPROX 3/8" FLAT WASHER TWO WORKING DAYS BEFORE YOU DIG ❑5 UNLESS OTHERWISE SPECIFIED, ALL THREADED CONNECTIONS SHALL HAVE A UGHT COATING OF LOCTTrE 3134 HIGH STRENGTH 2NPT CAP MODIFIED 18" 14-00009-8, QTY 8 ADHESIVE/SEALANT, NTS PART NO: 13-00009-1. I 15-00034-1 3/8" HEX NUT, SELF LKG © ATTACH PELCO PA402 MOUNTING BRACKET TO SIDE OF EXISTING TRAFFIC SIGNAL STANDARD WITH THE THREE (3) STAINLESS STEEL STRAPS I 14-00010-8, QTY 4 PROVIDED PER THE MANUFACTURER'S INSTRUCTIONS. 7Q FURNISH AND INSTALL SIDE MOUNT TERMINAL COMPARTMENT AND 1-1/2" FLEXIBLE WATERTIGHT METALLIC CONDUIT FOR CAMERA CABLE(S). EXTEND CONDUIT 6" INTO EXTENSION TUBING ON MODIFIED PELCO PP450 ASSEMBLY. ® ATTACH MODIFIED PELCO PA450 ASSEMBLY TO PELCO PA402 MOUNTING BRACKET STUDS WITH THE FOUR (4) 5/16" NUTS AND SPLIT LOCK MAST ARM CONNECTION WASHERS PROVIDED PER THE MANUFACTURER'S INSTRUCTIONS. INCLUDE BLOCK OFF PLATE PROVIDED IN ASSEMBLY OF PELCO PA402 I LIQUID TIGHT FITTING WITH DUMMY CAP PLATE MOUNTING BRACKET. P/0 PIGTAIL ASSEMBLY OR MAST ARM, IF USED D9 ATTACH EXTENSION TUBE OF PELCO PP450 MOUNTING ARM TO MODIFIED PELCO PP450 MOUNT ASSEMBLY USING THE BRAKE MOUNTING PLATE AND ASSOCIATED HARDWARE FURNISHED PER THE MANUFACTURER'S INSTRUCTIONS. 10 ATTACH THE BRAKE MOUNTING PLATE TO THE FOUR STUDS ON THE MODIFIED PELCO PP450 MOUNTING PLATE USING THE NUTS, WASHERS, CCTV POLE CAMERA M 0 U NT I N G DETAIL ® 0 SPLIT LOCKWASHERS AND INDEXING BOLTS PROVIDED PER THE MANUFACTURER'S INSTRUCTIONS. NOT TO SCALE I PELCO MINI-BRAC BAND CLAMP KR, SIGNAL STANDARD P/N: AB-3006-L, 13-00023-1GENERAL NOTES (THIS SHEET O N LY) MOUNTING ARM OF MODIFIED ES-4D 1. ALL CAMERA MOUNTING ASSEMBLIES SHALL CONSIST OF GALVANIZED CONDUIT OR HOT-DIP GALVANIZED DUCTILE IRON PELCO PP450 MOUNT ASSEMBLY TYPE "MAT' MAST ARM MOUNTING AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 86-4.08, SIGNAL MOUNTING BLOCK OFF PLATESISGI,IPAL M/F 13-00015-1 1-1/2- ALUMINUM NPS - ASSEMBLIES, OF THE STATE STANDARD SPECIFICATIONS. 8 FITTERPIPE 90' ELBOW, 13-00016-1 PELCO PP450 I Ij 1-1/2" ALUMINUM SCH 40 PIPE BRAKE PLATE © T LUMINAIRE MAST ARM OF TYPE NIPPLE, 8" MIN. 12" MAX., 19A-1-129 SIGNAL STANDARD NPT BOTH ENDS, 13-00018-1 10 ( ALUMINUM, STYLE C 1 1/2" 1-1/2" ALUMINUM SCH 40 NPT THREADED CONDUIT SHORT PIPE NIPPLE, 1-1/2" ALUMINUM SCH. 40 OUTLET BODY, 13-00025-1 NPT BOTH ENDS PIPE SHORT NIPPLE, NPT T, BOTH ENDS, 13-00019-1 No. DESCRIPTION OF REVISION DATE APPROVED ALUMINUM, STYLE ONDUIT 1/2" NPTTHREADED CITY OF RANCHO C U C A M O N G A --0 - - _ OUTLET BODY, 13-00025-1 I COHU PZT CAMERA 12-00040-3, RED TRAFFIC LIGHT MONITORING PLAN 10 8 z IN WEATHERDOME 16-00008-1 © I FOOTHILL BOULEVARD COHU PZT CAMERA 12-00040-3, to 12'-0" MINIMUM AND HAVEN AVENUE ELCO PA402 GUTTER IN WEATHERDOME 16-00008-1 FINISHED GRADE CAMERA & MOUNTING DETAILS P MOUNT BRACKET MODIFIED PELCO � � CITY ENGINEER �UVUA � RCE: X49`,3 PP450 MOUNT SIGNAL STANDARD (TYPICAL) END MAST ARM CAMERA SIDE POLE CAMERA � , -� BACK PLATE �-, ��E_��.�� AN r G F E L i"F� F R�� 1 NDE 1, MOUNTING DETAIL oa MOUNTING DETAI L as C-5- NOT SS 1 NOT TO SCALE H0. 63 570 R.Webb POLE TOP CAMERA & MOUNTING PLATE DETAIL NO. 2 F5 NOT TO SCALE ' S\/� \* Nor TPG 7'1 N CoOSttroat,SuiteJ HLE �4d's' R.Webb Visalia.Cali) mea 93291 4 OF 5 NOT TO SCALE ;CAt ------_-__ - CONSUITiNG Teimhone 559.739.8072 Fax 559.732 3089 EIRAWIN,_ W, Matt Hami n 0 PELCO MINI-BRAC BAND MOUNT STONCO J3800 FIXTURE, 12-00CLAMP KIT M/F 13-00024-120-1, WITH SIGNAL OR LIGHTING STANDARD 13850 EXTENDER, 12-00020-2, & 120W WIDE 1-1/2" PIPE NIPPLE, NPT BOTH ENDS, SPOT, HALOGEN LAMP, 12-00022-1, QTY 2 I 12" MAX LENGTH, M/F 13-00018-1 I I STONCO X3800 FIXTURE, 12-0020-1, WITH TYPE TB CONDUIT BODY OUTLET, 1/2" STAINLESS MOUNTING HD " #3850 EXTENDER, 12-00020-2, & 120W WIDE 1/2" NPT, 12-00011-1, OUTLET SUPPLIED WITH 15-00001-1 90 DEG ELBOW, 1-1/2 NPT M/F 13-00016-1 PELCO MINI-BRAC OT, HALOGEN LAMP, 12-00022-1, QTY 2 COVER & GASKET, 13-00012-1 SIGNAL STD. STONCO #3800 FIXTURE 12-0020-1 WITH BAND MOUNT CLAMP 1/2" NPT NIPPLE, 13-00013-1 (TYPICAL) #3850 EXTENDER, 12-00020-2, & 120W WIDE 1-1/2" PIPE SHORT NIPPLE, - KIT M/F 13-00024-1 DRILL & TAP 1/2-0 NPT SPOT, HALOGEN LAMP, 12-00022-1, QTY 2 NPT, M/F 13-00019-1 }- HOLE IN SIDE OF STANDARD SIGNAL STD. SIGNAL STD. ® CONDUIT OUTLET BODY (TYPICAL) (TYPICAL) 1 ( CONDUIT OUTLET BODY, GASKET WITH GASKET & COVER I M/F 13-0025-1 I I 1/2" NPT 90' STREET ELL, AND COVER M/F 13-0025-1 13-00010-1, QUANTITY 2 I I F � ALTMAN OUTDOOR-600 1-1/2- PIPE SHORT NIPPLE, LIGHT FIXTURE _ NPT, M/F 13-00019-1 1/2- NPT 90' M/F 12-00001-5 LAMP POWER CORD STREET ELL, 1/2' NPT NIPPLE, 13-00013-1 - I I TYPE TB CONDUIT BODY OUTLET, 13-00010-1, " QUANTITY 2 1/2- NPT, 12-00011-1, OUTLET ( HANDLE ADAPTER SET I TYPE TB CONDUIT BODY OUTLET, COVER & GASKET, 13-00012-1 t M/F/ 15-00026-1 1 1/2" NPT, 12-00011 -1, OUTLET 15'-0" MINIMUM COVER & GASKET, 13-00012-1 DRILL & TAP 1/2"0 NPT SIGNAL OR LIGHTING STANDARD ALTMAN 1/2- NPT 90' STREET ELL, OUTDOOR-60 13-00010-1, QUANTITY 2 HOLE IN SIDE OF STANDARD I LIQUID TIGHT FINISHED GRADE in 15't (TYPICAL) THRU FITTING I I M/FLIGHTFIXTURE 12-0001-5 12'-0" MINIMUM M/F 13-00026-1 1 DUAL STONCO # 38M (REAR) SIDE SIGNAL OR LIGHTINGSTANDARD oao GUTTER HT POLE LI MOUNTING N A O G OU G DET I L FINISHED GRADE NOT TO SCALE ALTMAN OUTDOOR-600 LIGHT (FRONT) SIDE POLE MOUNTING DETAILS E]00 NOT TO SCALE SIGNAL STD. DRILL & TAP 1/2-0 NPT TYPE TA CONDUIT BODY OUTLET, CONSTRUCTION NOTES (THIS SHEET ONLY) (TYPICAL) HOLE IN SIDE OF STANDARD 1/2- NPT, 12-00011-2, OUTLET HALOGEN LAMP, COVER & GASKET, 13-00012-1 01 ALTMAN OUTDOOR-600 LIGHT FIXTURES) WITH 75OW HALOGEN LAMP(S) SHALL BE MOUNTED TO THE SIDE OF THE TYPE 120W WIDE SPOT STONCO #3800 FIXTURE, 12-00020-1, WITH 19A-1-129, TYPE 40-0-129, TYPE CATY40 OR EXISTING (TYPE VARIES) SIGNAL STANDARD, OR TYPE 22 LIGHTING STANDARD, o M/F 12-00022-1, CFE 13850 EXTENDER, 12-00020-2, & 120W WIDE 1/2n NPT NIPPLE, 13-00013-1 AS INDICATED ON MODIFIED FACILITIES LAYOUT, SHEET 2 OF 5 SHEETS. BALANCE DUAL LIGHT INSTALLATIONS WITH ONE LIGHT SPOT, HALOGEN LAMP, 12-00022-1, QUANTITY 3 ON EACH SIDE OF SIGNAL STANDARD. LIGHT(S) SHALL FACE FRONT OF VEHICLE TRAFFIC. SECURING BOLTS SHALL BE ADDED AT SIGNAL STD. SIGNAL STD. STONCO #3800 FIXTURE, 12-00020-1, WITH PIVOT POINTS TO LOCK THE FIXTURE IN PLACE AFTER ALIGNMENT AS DIRECTED BY NESTOR ENGINEER. DRILL & TAP 1/2"0 NPT (TYPICAL) (TYPICAL) SPOT0 HALOGEN EXTENDER, 12 01202 0022&1 1 QUANTITY 3 � CONNECT EACH ALTMAN OUTDOOR-600 LIGHT FIXTURE USING ONE (1) 3/#12 AWG CABLE AS SHOWN. CONNECT CABLES IN SIGNAL STD. HOLE IN SIDE OF STANDARD PULL BOX ADJACENT TO POLE USING FUSED SPLICE CONNECTOR. (TYPICAL) SIGNAL STD. Q ONE (1), TWO (2), THREE (3) OR FOUR (4) STONCO #3800 LIGHT FIXTURES WITH J3850E EXTENSIONS AND 120W WIDE SPOT DRILL & TAP 1/2-0 NPT (TYPICAL) ) ( HALOGEN LAMPS SHALL BE MOUNTED TO THE SIDE OF THE TYPE 19A-1-129, TYPE 40-0-129, TYPE CATY40, OR EXISTING I HOLE IN SIDE OF STANDARD 1/2" NPT 90' STREET ELL, (TYPE VARIES) SIGNAL STANDARD OR TYPE 22 LIGHTING STANDARD AS INDICATED ON THE MODIFIED FACILITIES LAYOUT, SHEET 2 1/2- NP 0-1, QUANTITY 2 OF 5 SHEETS. LIGHT(S) SHALL FACE REAR OF VEHICLE TRAFFIC AND SHALL BE ALIGNED AS DIRECTED BY NESTOR ENGINEER. F-� ® ONE (1) STONCO #3800 LIGHT FIXTURE WITH #3850E EXTENSION AND 120W WIDE SPOT HALOGEN LAMP SHALL BE MOUNTED - - - TO THE SIDE OF THE TYPE 40-0-129 OR TYPE CATY40 SIGNAL STANDARD MAST ARM AS INDICATED ON THE MODIFIED FACIU11ES LAYOUT, SHEET 2 OF 5 SHEETS. LIGHT SHALL FACE REAR OF VEHICLE TRAFFIC AND COVER ONE (1) TRAFFIC LANE. 1/2- NPT 90' ALIGN LIGHT AS DIRECTED BY NESTOR ENGINEER. I STONCO #3800 FIXTURE WITH STREET ELL, 15'-0" MINIMUM X3850 EXTENDER (TYPICAL) 1/2' NPT NIPPLE, 13-0013-1 I STREET ELL, -L TYPE TA CONDUIT BODY OUTLET, 0 TWO (2) STONCO J3800 LIGHT FIXTURES WITH f 3850E EXTENSIONS AND 120W MADE SPOT HALOGEN LAMPS SHALL BE QUANTITY 2 1/2 NPT, 12-00011-2, OUTLET MOUNTED TO THE SIDE OF THE TYPE 40-0-129 OR TYPE CATY40 SIGNAL STANDARD MAST ARM AS INDICATED ON THE TYPE TA CONDUIT BODY OUTLET, COVER & GASKET, 13-00012-1 MODIFIED FACILITIES LAYOUT, SHEET 2 OF 5 SHEETS. LIGHTS SHALL FACE REAR OF VEHICLE TRAFFIC AND EACH LAMP SHALL FINISHED GRADE 1/2* NPT, 12-0011-2, OUTLET 15'-0" MINIMUM COVER ONE (1) TRAFFIC LANE. ALIGN LIGHTS AS DIRECTED BY NESTOR ENGINEER. COVER & GASKET, 13-00012-1 © CONNECT THE STONCO 13800 LIGHT FIXTURES IN PARALLEL USING THREE (3) EACH 114 AWG CONDUCTORS FED THROUGH STONCO # 3800 (REAR} SIDE 1/2" NPT 90' STREET ELL, DRILL & TAP 1/2-0,\ STONCO X3800 FIXTURE, 12-00020-1, WITH 1/2' HOLE DRILLED IN SIDE OF MAST ARM. 1/2- NP0-1, QUANTITY 2 HOLE IN SIDE OF S #3850 EXTENDER, 12-00020-2, & 120W WIDE a UNLESS OTHERWISE SPECIFIED, ALL THREADED CONNECTIONS SHALL HAVE A LIGHT COATING OF LOCTITE 3134 HIGH STRENGTH POLE LIGHT MOUNTING DETAIL DDD SPOT, HALOGEN LAMP, 12-00022-1, QUANTITY 3 ADHESIVE/SEALANT, NTS PART NO: 13-00009-1. FINISHED GRADE NOT TO SCALE TRIPLE STONCO # 3800 (REAR) SIDEQaQ 1320 0NPT 090, QSTREET ELL,UANTITY 2 STONCO #3800 FIXTURES SHALL STONCO #3800 FIXTURE SHALL POLE LIGHT MOUNTING DETAIL BE AIMED AS DIRECTED BY THE BE AIMED AS DIRECTED BY TYPE 40-0-129 MAST ARM NESTOR ENGINEER. QUANTITY 2 THE NESTOR ENGINEER NOT TO SCALE DIAMETER VARIES (TYPICAL) STONCO #3800 FIXTURE, 12-00020-1, WITH #3850 TYPE 40-0-129 MAST ARM EXTENDER, 12-00020-2, STONCO #3800 FIXTURE, 12-00020-1, WITH DIAMETER VARIES (TYPICAL) & 120W WIDE SPOT HALOGEN X3850 EXTENDER, 12-00020-2, & 120W WIDE LAMP, 12-00022-1, QUANTITY 1 SPOT, HALOGEN LAMP, 12-00022-1, QTY 2 - -- - STYLE T 1/2" NPT THREADED *\-1/2- NPT 90' STREET ELL, 1/2" NPT 90' STREET ELL, STYLE T 1/2" NPT CONDUIT OUTLET BODY 13-00010-1, QUANTITY 1 TYPE TB CONDUIT BODY OUTLET, 13-00010-1, QUANTITY 2 THREADED CONDUIT 1/2* NPT, 12-00011-1, OUTLET TYPE 4.0-0-129 MAST ARM OUTLET BODY 1/2- NPT THREADED SHORT NIPPLE DRILL 1 " COVER & GASKET, 13-00012-1 DIAMETER VARIES (TYPICAL) OF MAST ARM AND TAP N 0 HOLE IN PDE T STONCO #3800 FIXTURE, 12-00020-1, WITH X3850 EXTENDER, 12-00020-2, & 120W WIDE 1/2" NPT NIPPLE, 13-00013-1, QTY. 3 1/2- NPT NIPPLE, 13-00013-1 DRILL 1/2- 0 HOLE IN SIDE OF MAST ARM AND TAP NPT SPOT, HALOGEN LAMP, 12-00022-1 , QUANTITY 4 SIGNAL STD. SIGNAL STD. STONCO #3800 FIXTURE, 12-00020-1, WITH DUAL INSTALLATION SINGLE INSTALLATION DRILN SA E 1/2-0 STANDARD (TYPICAL) (TYPICAL) #3850 EXTENDER, 12-00020-2, & 120W WIDE HOLE SPOT, HALOGEN LAMP, 12-00022-1, QUANTITY 3 r5l©❑� EIF-6]❑f SIGNAL STD. 1/2- NPT NIPPLE, 13-00013-1, QTY. 3 STONCO # 3800 (REAR) MAST ARM (TYPICAL) 1/2" X 1/2" X 1/2" NPT LIGHT MOUNTING DETAIL TEE, 13-00005-1, QTY. 2 NOT TO SCALE c T, F-w? � 1/2" X 1/2" X No. DESCRIPTION OF REVISION DATE APPROVED - - � 1/2" NPT TEE, 13-00005-1, GENERAL NOTES (THIS SHEET ONLY) CITY OF RANCHO CUCAMONGA QUANTITY 2 1/2- NPT NIPPLE, 13-00013-1, QTY. 3 I ( 1 . ALL LIGHT MOUNTING ASSEMBLIES SHALL CONSIST OF GALVANIZED CONDUIT OR HOT-DIP GALVANIZED DUCTILE IRON AND SHALL BE INSTALLED RED TRAFFIC LIGHT MONITORING PLA N IN CONFORMANCE WITH THE PROVISIONS OF SECTION 86-4.08, SIGNAL MOUNTING ASSEMBLIES, OF THE STATE STANDARD SPECIFICATIONS. TYPE TB CONDUIT BODY OUTLET, TYPE TB CONDUIT BODY OUTLET, FOOTHILL BOULEVARD 1/2- 1 000112-1 15' -0" MINIMUM I CON R& GASKET, 13-00 1 P 1 OUTLET2- OVER & GASKET, 13AND HAVEN A VE N U E 1/2" X 1/2" X 1/2" NPT DRILL & TAP 1/2"0 NPT UNdIFRCjR0UNdS1FRViciFA1FRT LIGHT AND MOUNTING DETAILS TEE, 13-00005-1, QTY. 2 HOLE IN SIDE OF STANDARD STONCO #3800 FIXTURE, 12-00020-1, WITH X3850 EXTENDER, 12-00020-2, & 120W WIDE CORE Ypof Southern California nno. 63, APPRC)VED D, : DATE:FINISHED GRADE SPOT, HALOGEN LAMP, 12-00022-1, QUANTITY 4 GCITY ENGINEER RCE: 2495��Call: TOLL FREE GESI�.N LAN RRERARED B RECOMMENDED STONCO # 3800 (REAR) SIDE R.Webb 3 s 7 1 -800-227-2600 v�SA��A off►�E JAG- QUAD DRAWN ~HEFT `�, CMT. �r TPG 711 N.Court Street,Suite J POLE LIGHT MOUNTING DETAIL - ,F R.Webb Visalia,Califomia93291 5 OF 5 TWO WORKING DAYS BEFORE YOU DIG CAS CONSUITINC� Teephone 559.739.8072 NOT TO SCALE �/ DFAWIN' NO HE F E[� Fax 559.732 3089 Matt Hami n