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935xx_sgGENERAL CONSTRUC NOTES: 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE JULY 1999 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION. 2. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL CONCERNED UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATION. CALL UNDERGROUND SERVICE ALERT AT (800) 227 -2600. HAND DIG UNTIL CLEAR OF OBSTRUCTIONS AS DIRECTED BY THE ENGINEER. 3. SEE CALTRANS STANDARD PLANS ES -1A AND ES -1B FOR SYMBOL AND ABBREVIATION LEGEND. 4. THE COUNTY RIGHT -OF -WAY SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON COUNTY RIGHT -OF -WAY AFFECTED BY HIS CONSTRUCTION. METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS. THERE SHALL BE NO STOCKPILING OF CONSTRUCTION MATERIALS WITHIN THE COUNTY RIGHT -OF -WAY WITHOUT THE PERMISSION OF THE INSPECTOR. GENERAL TRAFFIC SIGNAL NOTES: PLANS FOR THE CONSTRUCTION OF 1. ALL PULL BOXES SHALL BE #5 UNLESS OTHERWISE INDICATED OR APPROVED BY THE ENGINEER. MAXIMUM SPACING SHALL BE 500 . TRAFFIC SIGNAL AND LIGHTING 2 N PULL BOX CONDU CTORS SHALL BE CONTINUOUS, WITH 6' OF SLACK AT THE INTERSECTION OF CAJALCO ROAD AND GAVILAN ROAD LAKE MATH EWS AREA CONTRACTOR LICENSE: TYPE A OR C -10 REQUIRED VAN BUREN BLV GENERAL SIGI TRI PI NG NOTES: NO SCALE D cn m zz G) CP ��� z o �2� � o O FZ S I,- .T, CAJALCO RD 1. ALL REQUIRED STRIPING, PAVEMENT MARKERS AND SIGNAGE SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. 2. ALL STRIPING AND PAVEMENT MARKING REMOVALS SHOWN ON THE PLAN SHALL BE REMOVED BY SANDBLASTING OR GRINDING AS DIRECTED BY THE ENGINEER. 3. THE LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. 4. DOUBLE YELLOW STRIPES SHALL HAVE A 3 INCH PAINTED BLACK LINE SEPARATING 4 INCH YELLOW LINES. 5. THERMOPLASTIC CROSSWALKS SHALL HAVE 8 FEET BETWEEN 12 INCH WHITE STF 6. TURN ARROWS SHALL BE LOCATED AS SHOWN ON THE PLANS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 7. STRIPING LAYOUT (CAT- TRACKING) SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION OF STRIPING. 8. ALL EXISTING RAISED PAVEMENT MARKERS WITHIN THE PROJECT AREA SHALL BE REPLACED IN KIND AS DETAILED ON THE SIGNING AND STRIPING PLAN AND AS DIRECTED BY THE RESIDENT ENGINEER. 9. SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON THE PLAN. SALVAGED SIGNS SHALL BE DELIVERED TO THE NEAREST COUNTY MAINTENANCE YARD, OR AS DIRECTED BY THE RESIDENT ENGINEER. 0 129 cP� D _G z v PROJECT LOCATION LOCATION MAP TAS.,R.M.,SEC. 12 2004 THOMAS BROS. MAP PG. 776, A -3 3. DETECTOR LOOP CURB TERMINATIONS SHALL BE TYPE "A" PER STANDARD PLAN ES -5E. 4. A MINIMUM OF 2 FEET OF CLEARANCE SHALL BE MAINTAINED BETWEEN TELEPHONE CONDUIT AND ELECTRICAL CONDUITS. 5. A MINIMUM OF 15 FEET OF CLEARANCE SHALL BE MAINTAINED BETWEEN THE CONTROLLER CABINET AND THE SERVICE EQUIPMENT ENCLOSURE. 6. ALL PULL BOXES IN UNIMPROVED REASSHALL BE TRAFFIC BEARING. FINE '.. UNIMPROVED AREAS ARE DE LOCATIONS NOT PROTECTED BY CURB AND GUTTER. 7. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. STRIPING LAYOUT (CAT - TRACKING) SHALL BE APPROVED PRIOR TO LOOP DETECTOR INSTALLATION. 8. ALL DETECTOR LOOPS SHALL BE ROUND (6' DIA.) WITH 10' MINIMUM SPACING BETWEEN LOOPS IN THE DIRECTION OF TRAVEL AND CENTERED IN THE LANE UNLESS OTHERWISE INDICATED. INSTALL DETECTOR LOOPS 1' BEHIND LIMIT LINE OR CROSSWALK UNLESS OTHERWISE INDICATED. LOOPS SHALL BE TESTED AND APPROVED PRIOR TO FILLING SAWCUTS. 9. ALL CONDUIT SHALL BE 21NCH RIGID METAL UNLESS OTHERWISE INDICATED. ALL CONDUIT PLACED UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING. 10. A MINIMUM OF 6 FEET OF SLACK SHALL BE PROVIDED AT EACH PULL BOX, AND 20 FEET OF SLACK SHALL BE PROVIDED AT EACH CONTROLLER CABINET FOR SIGNAL INTERCONNECT CABLE. 11. ALL VEHICLE INDICATIONS SHALL BE 12". ALL SIGNAL.HEADS AND BACKPLATES SHALL BE METAL WITH LOUVERS. ALL LENSES SHALL BE GLASS. 12. ALL 12" RED, YELLOW, AND GREEN SECTIONS AND THE RED AND GREEN ARROW SECTIONS SHALL UTILIZE LIGHT EMITTING DIODE SIGNAL MODULES. 13. ALL PEDESTRIAN SIGNAL FACES (COMBINATION PEDESTRIAN SIGNAL) SHALL UTILIZE LIGHT EMITTING DIODE SIGNAL MODULES. 14. ALL UNUSED TENONS SHALL BE CAPPED IN A WATERPROOF METHOD AS DIRECTED BY THE RESIDENT ENGINEER. NO. REVISIONS APPR DATEI CO UNTY OF RIVERSIDE ^�' VIEWED /CONCURRED TRANSPORTATION DEPARTMENT eAOFESg,ON ��J v � � MMENDED BY �e h� �^ Mme 1 L CET , C N I ° °R A °� _ m c 1 °l No. CE 42828 if BEFORE DA S BEFORE YOU DIG YOU DIG H �{ MI EN2 ERING DIVISION MANAGER EI�a AMUtI'l s P. 3.81 -06 DESIGNED BY DRAWN BY CHECKED BY TOLL F U6004274WO "w,.i� .E �y A � O r 4 rF � c I 0P .R? RICH HEALY RICH HEALY MIKE KRANTZ A PUBLIC SERVICE BY LWERCROISO SERVICE ALERT UUINNi�VVIIWV�.F� � OF C. PEREZ DEPUTY DIRECTOR OF MARK BERNAS, PUTY DIRECTOR OF HIGHWAY OPERATIONS DATE INDEX OF SHEETS 1. TITLE SHEET 2. SIGNING AND STRIPING PLAN 3. TRAFFIC SIGNAL PLAN 4. DETAIL SHEET COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY TITLE SHEET CAJALCO ROAD NO DIRECTOR OF U z O v L6. t- z 0 0 O t� J Q Q v REFERENCE NO. 84 -0521 NO. SHEET Of 9-5-5, 160 120 80 40 20 \ in 4 0 2 i \ 2 EXIST ASPHALT BERM 7 _ 509 +00 510 +00 511 +00 2 1 EXIST W -17 EXIST ASPHALT BERM 3 2 EXIST W -7A G7 2 R18-2 SIGNING NOTES ❑1 SALVAGE SIGN TO COUNTY YARD AS DIRECTED BY ENGINEER. 02 EXISTING SIGN TO REMAIN ❑3 FURNISH AND INSTALL W41 (48 "X48 ") SIGN ON NEW 4'X6' WOOD POST WITH ANCHOF BLOCKS. (STD PLAN RS2) NO. REVISIONS APPR DATEI REVIEWED /CONCURRED O t 6� o T LAWRENCE TAI, COUNTY TRAFFIC ENGINEER DATE AFA DIAL Two W � 6,-o BEFORE DA DIG RE \ I "° A 11/1/f91.Gx((c�yi • /\�� YOU DESIGNED BY DRAWN BY CHECKED BY WILLIAM MORGAN, TRA IC OPERATIONS MANAGER DATE TOLL FAH 3000 oiru uoel v RIrH HFALY MIKE KRANTZ A PUBLIC SERI ICE BY UMIERCROUlD SERVICE ALERT EXIST W56 & TYPE "N" EXIST R -1 & R1 -3 (J � 3 Calako Rd - 513 +2700 y inRd= _ I , > _ 3 D N 1r�0 POCKET A 2D EXIST R -1 & R1 -3 1 \\ II 3 16' 12' 18' II II II Q g I 0 II 0 II II m II EXIST ASPHALT BERM I I II p po I 11 At /r /r rr a 2 EXIST R61 -19.1 /r 7 rr r ri 3 EXIST VW17 3 y x EXIST ASPHALT BERM 1 3 / 51 518 / 2 / 7 K� 15CP 515+ EXIST R2-50 N % ' 514 +� N -a — ASPHALT BERM STRIPING NOTES PAINT/REPAINT 4 "!4" DOUBLE YELLOW CENTERLINE (DETAIL 22, STD. PLAN A20A). O2 PAINT/REPAINT 4" WHITE EDGELINE (DETAIL 27B, STD. PLAN A20B). O REMOVE CONFLICTING STRIPING/MARKINGS BY SANDBLASTING OR GRINDING AS DIRECTED BY ENGINEER. ® PAINT/REPAINT 8" WHITE CHANNELIZING LINE (DETAIL 38, STD. PLAN A20D). O5 APPLY TYPE IV ARROW (STD PLAN A24A) (THERMOPLASTIC). © APPLY 12" LIMIT LINE (STD PLAN A24E) (THERMOPLASTIC) O7 APPLY "SIGNAL AHEAD" MARKING (STD PLAN A24D) (THERMOPLASTIC) o m No. CE 49568 a 'f Exp. 9.30 05 e4 � CIVIC p B OF CA``f0 EXIST W -1 EXIST R -1, R1 -3 & SNS ASPHALT BERM EXIST R18-2 BY COUNTY OF RIVERSIDE 'ORTATION DEPARTMENT / APPROVED BY SIGNING AND STRIPING PLAN CAJALCO RD & GAVI LAN RD REFERENCE W.O. NO. B4 -0521 SURVEY NO. F. B. NO. FILENAME: SHEET 2g d �� ®x ■ ROTATE LUMANAIRE MAST ARM 90" COUNTER CLOCKWISE AND FINAL POLE CAP UNUSED LUMINAIRE MOUNT WITH GALVANIZED METAL PLATE PROPOSED ROW J IN TO BE DETERMINED BY THE RESIDENT ENGINEER 27r _DUc r 10 =r 0 5T N 5 fi -- 514 +00 _ .._ , — SL OpE ^I 11 I 01 � I r _ _ -�- _"�- __ _ FI ST '(Op OF m �_ _ DETAIL "A" 02 __. 513 +00 W _._ _ t: = d - =_ _ 512 +00 213E . 1 – ' ---- -EXIST TOP OF SLOPE N 213U 405' FROM LIMIT LINE -_ 1 01 1 5T (A-) 8 6 _... _ _ ...__ __ _ .... w __ _ - �--� _ _ _ _ _ : _ _ _ - n f?J2 '% o 5T -- =-- -- 1.5 "C,1 -DLC 10 EXIST ASPHALT BERM 00 GV O Rp, 1� PROPOSED ROW v u 5T 3 Ei 817L I; ' i 2"C, 3DLC 4: 08 7 �`' EXIST TOP OF SLOPE A.W.G. OR CABLE TYPE 1 TYP. POLE SCHEDULE �.— . _. _ 1 r 6 1 1 _._ �. s J � POLE B STANDARD � i 1 I.I.S.N.S. SIGNAL MOUNTING PPB LOCATION REMARKS 1 1 POLE D LUMINAIRE z z, zi zi POLE E zz X NO. TYPE HEIGHT SIG. M.A. LUM. M.A. TOTAL CABLES 3 12 LEGEND VEHICLE PED PHASE QUADRANT 3 A B I.I.S.N.S. �A 19 -3-129 30' 25' 2 15' 20OW HPSV Gavilan MAS SV -1 -T SEE DETAIL "E" FOR POLE FOUNDATION �B 1A 10' — TOTAL 2 — — TV -1 -T 2 2 LUMINAIRE 2 2 SEE DETAIL "E" FOR POLE FOUNDATION © 15 30' — 15' 20OW HPSV — — SV -2 -TA 10 O 19 -3 -129 30' 30' 15' 20OW HPSV Gavilan 2 -MAS SV -2 -TB 2 2 2 2 2 SEE DETAIL "E" FOR POLE FOUNDATION O 19 -3-129 30' 25' 2 15' ■20OW HPS Cajalco AS-46 SV -2 -TA 2 2 3 DETECTOR SEE DETAIL "E" FOR POLE FOUNDATION ■ ROTATE LUMANAIRE MAST ARM 90" COUNTER CLOCKWISE AND FINAL POLE CAP UNUSED LUMINAIRE MOUNT WITH GALVANIZED METAL PLATE PROPOSED ROW J IN TO BE DETERMINED BY THE RESIDENT ENGINEER 27r _DUc r 10 =r 0 5T N 5 fi -- 514 +00 _ .._ , — SL OpE ^I 11 I 01 � I r _ _ -�- _"�- __ _ FI ST '(Op OF m �_ _ DETAIL "A" 02 __. 513 +00 W _._ _ t: = d - =_ _ 512 +00 213E . 1 – ' ---- -EXIST TOP OF SLOPE N 213U 405' FROM LIMIT LINE -_ 1 01 1 5T (A-) 8 6 _... _ _ ...__ __ _ .... w __ _ - �--� _ _ _ _ _ : _ _ _ - n f?J2 '% o 5T -- =-- -- 1.5 "C,1 -DLC 10 EXIST ASPHALT BERM 00 GV O Rp, 1� PROPOSED ROW v u 5T 3 Ei 817L I; ' i 2"C, 3DLC 4: 08 7 �`' EXIST TOP OF SLOPE TYP, T TRIANGLE I, n TYPE E LOOP DETECTOR SAWCUT DETAIL CONSTRUCTION NOTES: 1� FURNISH & INSTALL TYPE 170E CONTROLLER ASSEMBLY, CONSTRUCT FOUNDATION FOR TYPE 332 CONTROLLER CABINET PER CALTRANS STANDARD PLANS ES -3C [2 FURNISH & INSTALL 120/240 VOLT DUAL METER TYPE III -CF SERVICE EQUIPMENT ENCLOSURE WITH TYPE V PEC. SEE CALTRANS STANDARD PLANS ES -2F FOR INSTALLATION 0 FURNISH AND INSTALL 3" SCHEDULE 80 PVC CONDUIT WITH PULL ROPE PER SCE REQUIREMENTS. EXACT LOCATION TO BE DETERMINED IN THE FIELD BY SCE. CONTACT SCE SERVICE PLANNER AT (909) 928-89 PRIOR TO ANY EXCAVATION. ® FURNISH & INSTALL OPTICOM MODEL 711 PER DETAIL "D" . FURNISH & INSTALL R -34 -2 SIGN ON MAST ARM PER CALTRANS STD. PLAN ES -7N, DETAIL "U . © FURNISH & INSTALL 2 "C, 2 #10 (LUMINAIRE), 2 #12 (IISNS). ❑7 FURNISH & INSTALL 2 "C, 3#6 (SERVICE, GFCI). ® FURNISH & INSTALL R -96 (18 "X18 ") AND R -96A (12'X18 ") SIGNS ON POLE PER CALTRANS STD. PLAN RS-4. 9❑ FURNISH & INSTALL R -61 -19.1 SIGN ON MAST ARM PER CALTRANS STD. PLAN ES -7N, DETAIL "U ". 10 FURNISH AND INSTALL COLUMN FORM AT TOP OF DIKE GRADE, POLE FOUNDATION TO 13E INSTALLED PER CALTRANS STD PLAN ES -11 AND DETAIL "E" SHEET 4, AS DIRECTED BY THE ENGINEER 11 FURNISH & INSTALL R -34 SIGN ON MAST ARM PER CALTRANS STD. PLAN ES -7N, DETAIL "U ". 1 " =20' ---ti 5� �pxxlk 3 410 EXIST TOP OF SLOPE a' 1 £816U OVERSIDE DRAIN 1 2' 16 f A DESIGNED BY RICH HEALY LAWRENCE TAI, OUNTY TRAFFIC ENGINEER DATE W 4 DRAWN BY CHECKED BY WILLIAM JAM MORGA OPE TIONS MANAGER DATE R ec RICH HEALY MIKE KRANTZ 7 EL f A RELIC E 19711 GAVILAN RD � � o C. PFR� � 4 � r P PROPOSED SERVICE PT W m T " ° YOU "° G SG 1369 NEAR DRIVEWAY @ 19835 GAVILAN RD " 9- DAYS BE FORE 14100427 -20011) PULL -BOX NEAR PP #2105844E al p CIVI ``F Ot. UI BY OERCROUO SERVICE ALERT MAST -ARM MOUNTING CLAMP FOR OPTICAL DETECTOR CONDUCTOR SCHEDULE A.W.G. OR CABLE TYPE 1 TYP. O w CO o° 3 O U 0 w 12 o Q z() Ov POLE A �.— . _. _ 1 r 6 1 1 _._ �. s J � POLE B � i 1 , C) TYP, T TRIANGLE I, n TYPE E LOOP DETECTOR SAWCUT DETAIL CONSTRUCTION NOTES: 1� FURNISH & INSTALL TYPE 170E CONTROLLER ASSEMBLY, CONSTRUCT FOUNDATION FOR TYPE 332 CONTROLLER CABINET PER CALTRANS STANDARD PLANS ES -3C [2 FURNISH & INSTALL 120/240 VOLT DUAL METER TYPE III -CF SERVICE EQUIPMENT ENCLOSURE WITH TYPE V PEC. SEE CALTRANS STANDARD PLANS ES -2F FOR INSTALLATION 0 FURNISH AND INSTALL 3" SCHEDULE 80 PVC CONDUIT WITH PULL ROPE PER SCE REQUIREMENTS. EXACT LOCATION TO BE DETERMINED IN THE FIELD BY SCE. CONTACT SCE SERVICE PLANNER AT (909) 928-89 PRIOR TO ANY EXCAVATION. ® FURNISH & INSTALL OPTICOM MODEL 711 PER DETAIL "D" . FURNISH & INSTALL R -34 -2 SIGN ON MAST ARM PER CALTRANS STD. PLAN ES -7N, DETAIL "U . © FURNISH & INSTALL 2 "C, 2 #10 (LUMINAIRE), 2 #12 (IISNS). ❑7 FURNISH & INSTALL 2 "C, 3#6 (SERVICE, GFCI). ® FURNISH & INSTALL R -96 (18 "X18 ") AND R -96A (12'X18 ") SIGNS ON POLE PER CALTRANS STD. PLAN RS-4. 9❑ FURNISH & INSTALL R -61 -19.1 SIGN ON MAST ARM PER CALTRANS STD. PLAN ES -7N, DETAIL "U ". 10 FURNISH AND INSTALL COLUMN FORM AT TOP OF DIKE GRADE, POLE FOUNDATION TO 13E INSTALLED PER CALTRANS STD PLAN ES -11 AND DETAIL "E" SHEET 4, AS DIRECTED BY THE ENGINEER 11 FURNISH & INSTALL R -34 SIGN ON MAST ARM PER CALTRANS STD. PLAN ES -7N, DETAIL "U ". 1 " =20' ---ti 5� �pxxlk 3 410 EXIST TOP OF SLOPE a' 1 £816U OVERSIDE DRAIN 1 2' 16 f A DESIGNED BY RICH HEALY LAWRENCE TAI, OUNTY TRAFFIC ENGINEER DATE W 4 DRAWN BY CHECKED BY WILLIAM JAM MORGA OPE TIONS MANAGER DATE R ec RICH HEALY MIKE KRANTZ 7 EL f A RELIC E 19711 GAVILAN RD � � o C. PFR� � 4 � r P PROPOSED SERVICE PT W m T " ° YOU "° G SG 1369 NEAR DRIVEWAY @ 19835 GAVILAN RD " 9- DAYS BE FORE 14100427 -20011) PULL -BOX NEAR PP #2105844E al p CIVI ``F Ot. UI BY OERCROUO SERVICE ALERT MAST -ARM MOUNTING CLAMP FOR OPTICAL DETECTOR CONDUCTOR SCHEDULE A.W.G. OR CABLE TYPE RUNS 1 2 3 4 5 6 2 4, A O w CO o° 3 O U 0 w 12 o Q z() Ov POLE A 1 1 1 s J � POLE B 1 1 — POLE C 1 1 POLE D z z, zi zi POLE E zz X zi 1 1 z , TOTAL CABLES 3 12 1 / / / 2 / / / 5 3 Z2 1 I.I.S.N.S. 2 2 2 2 2 12 TOTAL 2 2 2 2 2 LUMINAIRE 2 2 2 2 2 10 TOTAL 2 2 2 2 2 0 1 DETECTOR 2 2 2 2 2 DETECTOR 2 2 3 DETECTOR 0 4 DETECTOR DLC 0 5 DETECTOR 6 DETECTOR 2 2 2 2 0 7 DETECTOR 0 8 DETECTOR 4 4 TOTAL 8 10 4 4 EMER. PRE -EMPT. j 1 1 3 2 2 1 CONDUIT SIZE (INCH) 1 2" :Y COUNTY OF RIVERSIDE TRAFFIC SIGNAL PLAN RANSPORTATION DEPARTMENT APPROVED BY _ CAJALCO RD REZ, DEPUTY ECTOR OF TRANSPORTATION DATE GAVILAN RD ENDED BY SUSAN VOMBAUR DATE ;MOIN wC WOO NO. B4 -0521 SUR NO. F. B. NO. FILENAME: SHEET Qj of it 935 ­00tyX 111 3 3 If 13) 1 3 816L ' I 1 f O li3 1 N 80 0- I< ° I w 3 50'� ,'{'€ cl) I OI LL ?I 50' O O If I t 60 a,, z l w O a rn , O- F 1 U O1 j1 U- i r ° r't� , >� 40 0 a CL 2 : ; 1 20 � O v / I u r �r, 10 co r S ' ' V O Ifi sl 0 ► Q a o CL 1 :l ► PROTECT IN PLACE EXISTING IRRIGATION SYSTEMS AND LANDSCAPE THROUGHOUT THE PROJECT OR RE LOCATE AS DIRECTED BY THE EN GINEER PROpOS'E17 R� )ETAIL "A" DETAIL "B" DETAIL "C • O A O A A DETAIL "D" Q , 8I7U 5T l pROpoSE/ / • .. �"'.. p OF SLOpE CID EXIS TO RPII- �— 1S -T GUARp s OA 1S , � PSpN BERM LC A . CAJ w c E + 513 2 CalCO ja Rd _ 08 OM +00.0 10 1.5 "C,1_pCC _,. — �', 405' FR Gav -Ian Rd =10 8 _ i II I A LOOP PLACEMENT & SAWCUT DETAIL tttt www'tt"""" s J � )ETAIL "A" DETAIL "B" DETAIL "C • O A O A A DETAIL "D" Q , 8I7U 5T l pROpoSE/ / • .. �"'.. p OF SLOpE CID EXIS TO RPII- �— 1S -T GUARp s OA 1S , � PSpN BERM LC A . CAJ w c E + 513 2 CalCO ja Rd _ 08 OM +00.0 10 1.5 "C,1_pCC _,. — �', 405' FR Gav -Ian Rd =10 8 _ i II I A LOOP PLACEMENT & SAWCUT DETAIL ■ ROTATE LUMANAIRE MAST ARM 90° COUNTER CLOCKWISE AND FINAL POLE LO ATION TO BE DETERMINED BY THE RESIDENT ENGINEER CAP UNUSED LUMINAIRE MOUNT WITH GALVANIZED METAL PLATE PROPOSED ROW F pR�sg o�,, °� °� sue-' ' — OF SLO Co EXIST TOP Rp p\1 _ RO E)C1SS GUp � BE RM c�. AJ AL w 5T 5T o— — — — °— — -_ -- - -- --- — 1.5 "C,1 -DLC 10 � ` / UB EXIST ASPHALT BERM 0) 1--­7 5T > s� OUp�pRp�L 1 3 817L I 2 "C, 3DLC 7 \ (718 EXIST TOP OF SLOPE PROPOSED ROW 5T + y �0 EXIST TOP OF SLOPE 3 �� � ° O ,18160 E DETAIL "A" DETAIL " B " DETAIL "C" rirr�cr�r rrs nfm , A O' 6 30' 15' 10' W.G CAB :TYPE RUNS � POLE SCHEDULE 1 1 TYP. TYP. TYP. TYP. POLE B STANDARD + _ �.... - -"'-n 1 I.I.S.N.S. SIGNAL MOUNTING PPB LOCATION n REMARKS 1 1 POLE D LUMINAIRE 2 t /01 Z � 2 POLE E NO. TYPE HEIGHT SIG. M.A. LUM. M.A. TOTAL CABLES 3 12 LEGEND VEHICLE PED PHASE QUADRANT Z2 A B O 19 -3-129 30' 25' 15' 20OW HPSV Gavilan MAS SV -1 -T I i �� �>K SEE DETAIL "E' FOR POLE FOUNDATION © 1A 10' — — — — — TV -1 -T 2 2 2 LUMINAIRE SEE DETAIL "E" FOR POLE FOUNDATION © 15 30' — 15' 2OOW HPSV — — SV -2 -TA I' 11 O 19-3 -129 30' 30' 15' 2OOW HPSV Gavilan 2 -MAS SV -2 -TB 816L. TOTAL 2 2 SEE DETAIL "E" FOR POLE FOUNDATION O 19 -3-129 30' 25' 15' ■2O0W HPS Cajalco li SV -2 -TA 2 0 2 DETECTOR 2 SEE DETAIL "E" FOR POLE FOUNDATION ■ ROTATE LUMANAIRE MAST ARM 90° COUNTER CLOCKWISE AND FINAL POLE LO ATION TO BE DETERMINED BY THE RESIDENT ENGINEER CAP UNUSED LUMINAIRE MOUNT WITH GALVANIZED METAL PLATE PROPOSED ROW F pR�sg o�,, °� °� sue-' ' — OF SLO Co EXIST TOP Rp p\1 _ RO E)C1SS GUp � BE RM c�. AJ AL w 5T 5T o— — — — °— — -_ -- - -- --- — 1.5 "C,1 -DLC 10 � ` / UB EXIST ASPHALT BERM 0) 1--­7 5T > s� OUp�pRp�L 1 3 817L I 2 "C, 3DLC 7 \ (718 EXIST TOP OF SLOPE PROPOSED ROW 5T + y �0 EXIST TOP OF SLOPE 3 �� � ° O ,18160 E DETAIL "A" DETAIL " B " DETAIL "C" rirr�cr�r rrs nfm , A O' 6 30' 15' 10' W.G CAB :TYPE RUNS � o w U _ j DID Q Z U O U O W 12 d Q in z o U POLE A 1 1 TYP. TYP. TYP. TYP. POLE B 1 + _ �.... - -"'-n 1 POLE C n + 1 1 POLE D 2 t /01 Z � 2 POLE E 1 zi zi Z TOTAL CABLES 3 12 1 2 6 Z2 1 10' lc � TYP. (:1 1'TRIANGLE 12 I i �� () + TOTAL 2 2 2 2 2 LUMINAIRE 2 2 2 2 2 I' 11 + 816L. TOTAL 2 2 2 2 2 0 1 DETECTOR 2 2 2 2 0 2 DETECTOR 2 0 TYPE E LOOP DETECTOR SAWCUT DETAIL 80 0 4 DETECTOR 0 a 5O'0 , I. I 50' ' LU + O V, D CONSTRUCTION NOTES: I o a S 0 FURNISH & INSTALL TYPE 170E CONTROLLER ASSEMBLY. CONSTRUCT FOUNDATION FOR TYPE 332 CONTROLLER CABINET 60 ° ( a + O Of PER CALTRANS STANDARD PLANS ES -3C w i j " +! i i a ® FURNISH & INSTALL I /-UI 40 VOLT DUAL METER TYPE III -CF SERVICE EQUIPMENT ENCLOS RE WITH TYPE V PEC. ° .k o ' SEE CALTRANS STANDARD PLANS ES -2F FOR INSTALLATION 40 Of a � , °� o + 0 FURNISH AND INSTALL 3" SCHEDULE 80 PVC CONDUIT WITH PULL ROPE PER SCE REQUIREMENTS, EXACT LOCATION a m o I TO BE DETERMINED IN THE FIELD BY SCE. CONTACT SCE SERVICE PLANNER AT (909) 928-8234 PRIOR TO ANY EXCAVATION. r; /:,: ° w ® FURNISH & INSTALL OPTICOM MODEL 711 PER DETAIL "D" . 20 ' 00 / 0 FURNISH & INSTALL R -34 -2 SIGN ON MAST ARM PER CALTRANS STD. PLAN ES -7N, DETAIL' U © FURNISH & INSTALL 2 "C, 2 #10 (LUMINAIRE), 2 #12 (IISNS). 10 ��o / • [7 ] FURNISH & INSTALL 2 "C, 3#6 " (SERVICE, GFCI). ��_��� 0 �� �: }� 8 FURNISH & INSTALL R -96 (18"X18 AND R -96A (12X18) SIGNS ON POLE PER CALTRANS ST). PLAN RS -4. �a / o - U�LT P1-AN ?CW / ° ! I FtR LEVI Ep gPERCONSTRUCTION [9 FURNISH & INSTALL R -61 -19.1 SIGN ON MAST ARM PER CALTRANS STD. PLAN ES -7N, DET IL "U ". ' 0 / CTION REDLINES) 10 FURNISH AND INSTALL COLUMN FORM AT TOP OF DIKE GRADE, POLE FOUNDATION T BE INSTALLED SpE PER CALTRANS STD PLAN ES -11 AND DETAIL it SHEET 4, AS DIRECTED BY THE ENGINEE Q� 8170 5T / DATE .4 1 Q 11 FURNISH & INSTALL R -34 SIGN ON MAST ARM PER CALTRANS STD. PLAN ES -7N, DETAIL "U . 5 O. REVISIONS APPR DATE REVIEWED /CONCURRED D SERVICE ADDRESS: ?�aF Egg COUNTY OF RIVERSIDE LOCATION OF CONDUIT RUNS ; ETC67 j i a u 19711 GAVILAN RD 2 AND 5 MOVED PER AS BUILT DATED 12/01/2005 ��UU// v ENERGIZE DATE: CONDUCTOR SCHEDULE REVISED Q LAWRENCE TAI, COUNTY TRAFFIC ENGINEER DATE Aw MARAW AlAAA~ 11 -03 -2005 PER AS BUILT DATED 12/01/2005 LNG► Two WORKING BEFORE YS BE F RE DA B m YOU DIG SG 1369 DESIGNED BY DRAWN BY CHECKED BY WILLIAM MORGAN, TRAFFIC OPERATIONS MANAGER DATE TOLL 14100-227-200 RICH HEALY RICH HEALY MIKE KRANTZ A PUBL SERVICE BY UNDERGROUND SERVICE ALERT �o c. PF "q� TRANSPORTATION DEPARTMENT �e'JP R 4` a s APPROVED BY PROPOSED SERVICE PT No. CE 49568 NEAR DRIVEWAY @ 19835 GAVILAN RD .9 - 3005 A JUAN C. PEREZ, DEPUTY DIRECTOR OF TRANS )RTATION DATE Exp PULL -BOX NEAR PP #2105844E �r41 CAVIL 1. P 0F CAL�f� RECOMMENDED BY SUSAN VOMBAUR DATE wo aROPOSE =Wi -- , CONDUCTOR SCH ULE W.G CAB :TYPE RUNS � o w U _ j DID Q Z U O U O W 12 d Q in z o U POLE A 1 1 POLE B 1 1 1 POLE C 1 1 POLE D 2 t /01 Z � 2 POLE E 1 zi zi Z TOTAL CABLES 3 12 1 2 6 Z2 1 2 12 TOTAL 2 2 2 2 2 LUMINAIRE 2 2 2 2 2 11 TOTAL 2 2 2 2 2 0 1 DETECTOR 2 2 2 2 0 2 DETECTOR 2 2 0 3 DETECTOR 0 4 DETECTOR DLL; 0 5 DETECTOR 0 6 DETECTOR 2 2 2 2 0 7 DETECTOR 0 8 D ETECTOR 4 4 TOTAL 8 10 4 4 EMER. PRE -EMPT. 1 1 1 3 2 1 CONDUIT SIZE (INCH) 2" 1 3" 12 - 3 2" j 3" 2" TRAFFIC SIGNAL PLAN CAJAL RD GAVILAN RD REFERENCE W.O. NO. 84 -0521 SURVEY NO. F. B. NO. FILENAME: SHEET of it LOOP PLACEMENT & SAWCUT DETAIL SPECIFY POLE DIA. AT 24' ABOVE BASE. - BACK CLAMP W/4 BOLTS (ASTM A -307) 1/4" PL CLAMP PLAN VIEW 3/8" 17 1941691 wn U912 7/16" DIA HOLE IN CLAMP SUPPLIED WITH A TYPE "F" 3/8 " -16UNC BL NT -POINT SELF - TAPPING SCREW (PILOT HOLE TO BE FIELD DRILLED I/ FACE OF POLE FACE OF GUARD RAIL � 3' MINIMUM DIRT SHOULDER i DIKE FACE 15 i f B 36" DIAMETER FOUNDATION i i REMOVABLE � ►E�- 2' - -4' 2' CAP -- - - -- - -- - - - -- - - - - - - - - - - -- ------ - - - - -- - - -- - I 24' ABOVE POLE BASE 1 8' UL PPROVED WATER-TIGHT ELECTRICAL BOX THIRD TAB FOR 6 ' IsNS IISNS MOUNTING DETAIL NOT TO SCALE NO. REVISIONS APPR DATE REVIEWED /CONCURRED LAWRENCE TAI, COUNTY TRAFFIC ENGINEER DATE "y IHAL WFC YOU rou DESIGNED BY DRAWN BY CHECKED BY WILLIAM MORGAN, TRAFFte OPERATIONS MANAGER DATE TOLL F RICH HEALY RICH HEALY MIKE KRANTZ A PUBLIC � 1 SAME PHASING AS CAJALCO RD & EL SOBRANTE RD BARRIER PHASE PEU PEU NOT Lu zz< a <zz ® 120 VOLT SERVICE J J 120 VOLT SERVICE 20 AMP 04 NOT 30 AMP CIRCUIT BREAKER USED CIRCUIT BREAKER TO IISNS 05 TO LUMINAIRES 15 AMP 08 15 AMP CIRCUIT BREAKER CIRCUIT BREAKER CONTACTOR CONTACTOR 30 AMP, MERCURY 60 AMP, MERCURY TEST SWITCH DUAL TYPE V PEC WIRING DIAGRAM I/ FACE OF POLE FACE OF GUARD RAIL � 3' MINIMUM DIRT SHOULDER i DIKE FACE 15 i f B 36" DIAMETER FOUNDATION i i REMOVABLE � ►E�- 2' - -4' 2' CAP -- - - -- - -- - - - -- - - - - - - - - - - -- ------ - - - - -- - - -- - I 24' ABOVE POLE BASE 1 8' UL PPROVED WATER-TIGHT ELECTRICAL BOX THIRD TAB FOR 6 ' IsNS IISNS MOUNTING DETAIL NOT TO SCALE NO. REVISIONS APPR DATE REVIEWED /CONCURRED LAWRENCE TAI, COUNTY TRAFFIC ENGINEER DATE "y IHAL WFC YOU rou DESIGNED BY DRAWN BY CHECKED BY WILLIAM MORGAN, TRAFFte OPERATIONS MANAGER DATE TOLL F RICH HEALY RICH HEALY MIKE KRANTZ A PUBLIC � 1 SAME PHASING AS CAJALCO RD & EL SOBRANTE RD BARRIER PHASE DIAGRAM NOT NOT ® USED USED 01 02 03 04 NOT _� — NOT USED USED 05 06 07 08 ® DISTANCE VARIES ABOVE FOUNDATION TO DIRT SHOULDER GRADE COLUMN FORM TO BE PLACED AT SHOULDER GRADE © THE FOUNDATION DEPTH BELOW THE SLOPED SURFACE MUST BE EQUAL TO OR GREATER THAN THE POLE FOUNDATION DEPTH NOTE: DO NOT PLACE SIGNAL POLE DIRECTLY BEHIND A GUARD RAIL POST FURNISH AND INSTALL COLUMN FORM AS DIRECTED BY RESIDENT ENGINEER DETAIL "Eli NOT TO SCALE m Na CE 49561 Exp. 9 -30-06 C IV I� Q.t'� 7F CAI `FO COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY PEREZ, DEPUTY DIRECTOR OF TRANSPORTATION (MENDED BY SUSAN VOMBAUR c t CAJALCO RD DETAIL SHEET ,^ CAJALCO RD DATE �zfs GAVI LAN RD REFERENCE W.O. NO. 84 -0521 SURVEY NO. F. B. NO. FILENAME: SHEET 4 of it r� I ELEVATION