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HomeMy WebLinkAbout1754-S GENERAL NOTES O ENERAL NOTES (CONT.) I. TRAFFIC 51GNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER GALTRANS STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE AND STANDARD SPECIFICATIONS DATED JULY, igg2, AS SHORN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHORN. ° THE SPECIAL PROVISIONS. CASE 1T VEHICLE INDICATIONS SHALL BE 12", PULLBOXE5 No. 5 AND CONDUIT 2" RIGID METAL "P" GAB. 2. TRAFFIG 516N5, STRIPES, MARKINGS AND LEC-ENDS, PER GALTRANS TRAFFIC, 516N 5PEG- EXCEPT A5 SHOWN. XSECTION (1) COF DOUBLE YELLOW LINE FIGATION5, TRAFFIC MANUAL, MAINTENANCE MANUAL, AND STANDARD 5PEGIFIGATION5. CONFORM OR MEDIAN CURB FACE,' PAVEMENT LEOEND5 TO CITY STENCILS. REFLEGTORIZE ALL S16N5, STRIPES AND LEGENDS. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE GIRGUIT BREAKERS FOR SIGNALS ° D 51DEHALK y p� ' - (ONE 50 AMP), ILLUMINATED S16NS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER _ LEF-T TURN LANE 3. MARKERS AND PAINTING PROCEDURES FOR 5TRIPIN6 PER STANDARD SPECIFICATIONS FOR PUBLIC 1200 HATT5 OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND 5GHEDULIN6 HELL 51DEHALK D �f_ 30' J15' 101 HORK5 CONSTRUCTION, 2000 EDITION. IN ADVANCE OF NEED. � O 4. LOCATE ALL SUBSTRUCTURES PRIOR TO GON5TRUGTION. HAND DIG FOUNDATIONS UNTIL q. THE CONDUCTOR SCHEDULE 15 FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL PLAN SECTION n CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE GONTRAGTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED 8"HHITE TURNING, LANE LINE m I SUBSTRUCTURE OHNER5. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION. Z GOMPANIE5, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- THRU LANE m < STRUCTURES HAVE BEEN SHOHN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONE NUMBERS SHALL GONDUGT H15 OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE Q UTILITIES AND 5UBSTRUGTURE5 5HOHN, BUT OTHER UTILITIES OR 5UBSTRUGTURE5 THAT SOUTHERN CALIFORNIA ED15ON GO. a ° 10' 0 ARE NOT SHOWN ON THESE PLANS. (CONTACT DAVE QUEZADA) (qOq) 35-7-6240 m GA5E 2 SOUTHERN CALIFORNIA 6A5 GO. (800) 422-4133 D " 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, GRO55HALK AND LIMIT LINE LOCATIONS PRIOR GENERAL TELEPHONE GO. (800) 422-4133 P TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR PACTEL (800) 422-4133 5EGTION CAB t4" LANE LINE m LAYOUT. GUGAMONOA COUNTY HATER DISTRICT (q0q) 518-7-25g1 55 WALK �� � THRU LANE `� Z UNDWATER AND SEWER) G P GAB: _ J ERROUND SERVICE ALERT (800) 422-4133 51DEHALK 10' PLAN SEGTI ON J � O — - -- -- -- 4" LANE LINE OR 8 m O—� TURNING LANE LINE W EXIST. G 4 6 1 cr THRU OR RIGHT10' O E.G.R. f 2TURN LANE - - CASE 3 ' O w l S T 3'1 P GAB. -� /2 - SECTION CAB d_� 5 LL_► O 16 16" 8"UG-6"L/ 211 :h 51DEHALK �iX j TOP OF CURB FACE Q Y24° m0400 // ° - .1 " .1 D 0 VARIES D .0 B O r rU PLAN SECTION v m TYPE "P" CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE 1.1.5.N.5. LEGEND DETAIL PAD DETAIL REFER TO PLAN FOR D15TANGE (EXACT LOCATION BY ENGINEER IN THE FIELD) TO ADVANCE DETECTORS CRO55HALK 0. 51ONAL POLE 41 60TTER MIN PLCTIONANS FO IrHGONSTRUo p STREET L16HT—� TYP /-8" CURB FACE O RAPPIc SIG. NALe) 601 . 11IRST"r �� m — RETAINING CURB y TYR 04 8.3351; Q 8.33515 MAX �' MAX N1 U. F�.z N1 ;R< C) ROCHESTER AVENUE CURB RAMP DETAIL GOIL 20' OF SIG I W (MODIFIED APWA GA5E A, TYPE B PER 5TO. PLAN III-2) 12 TO LARK DR IN PULL FUTURE USE TO FO W (5EE SHEET 2) } —_ J A.ColQ tr1-llC'�T 3. SatQnN�NL� MIO �TR1oIFJ6�. \11 G 1 N 1 TY 1�AF SHEET I NDEX Q No. REVISION APPR.# DATE 11,6 G., 12MIq 51G < I . Title Sheet 12 � W W CITY OF RANCHO CUCAMONGA < HIGHLAND < AVE 2 . Traf f it Signal ManLARK DR _ TRAFF 1 G 51 C NAL_ PLAN ROCHESTER AVENUE ti BASE LINE RD IQ AT ; LARK DRIVE n z GENERAL INFORMATION AND DETAILS FOOTHILL BLVD Q�QFESS/QNB APPROvED BY DAZE w �c�0 SCK E. �/ �� CITY ENGINEER L _�__��c L� G �� _ R.C.E. N0. 24953 Lu �� �� DESiGN N � FSH MENDED OS REPSw W � BB L'ONSULTING CIVIC ENC+INEER9 400 N. TUSTIN AVENUE SUITE 230 NO 47979 �7 AND AND URVEYORS VJ SANTA ANA, CA. 92705-3736DETAIL _ Exp 12/31 /03 DRAWN SA 714 s7CA. 92 FAX 71 973-2263NO SCALE CI VIL �� - BB OFA `� CHECKED NG NO OF c - -�f 0- -J. -P-v, ._KMANGATE S V n GONDUGTOR 5GHEDULE ■ POLE 5GHEDULE ■ AWG CIRCUIT RUN No. 516NAL18 PED OLE LOGATIO I 2 3 4 5 " " No. STANDARD UIMINAIRE VEHICLE SIGNAL MOUNTING SIGNAL PPB/BPB� m2 VEHICLE 6 6 3 3 3 W1� 516. LUM. POLE HPSV ;X, L'E�AIL ��.,�T�F �L- DETEGTOR 5GHEDULE TYPE MAST ARM POLE MT6. m CSU AVOW I.I.S.N.S. � E B G REMARKS (SEE DETAIL�'TITLE SNEFT) m4 VEHICLE 3 3 - - 3 M.A. M.A. HT. AK)DETAIL 'E'HE�u CONTROLLER W41 8 — 13 A Iq- 80(G) 25'(G) 15'(G) 30'(G) 250W MAS SV-1-T SP-1-C,5 4 N LT Lark „� 14' - 3' m5 VEHIGLE b b 3 3 3 5EN5OR CHANNEL DETECTOR INPUT B IA(G) - - -1'(C,) - - - TP-I /4• E/N• RT/LT• - - 14' 3' (Pb VEHICLE 6 6 3 - - 1 1-5-m2 (2) 2 1 G 15(C) - 15'(G) 30'(G) 250W - SV-I-T SP-I-CS (b W/E• RT/LT• - - 12' 31 m4 PED 4 4 2 - - 2 2-5-m2 (4) 10 1 D 26-4-80(C) 40'(G) 15'(G) 30'(G) 250W MAS-5A, MAS SV-2-TA - - - - Lark „ SEE PLAN 4' m6 PED 2 2 2 2 - I 1-5-m5 (1) 5 2 E 24-4-80(G) 35'(G) 15'(G) 30'(G) 250W MAS-4B SV-2-TA SP-1-GS 1 , N/W• RT/LT• Rochester a,o SEE p--3-7T- (P4LAN a. PPB 2 2 I - - 2 I-W-4>4 (4) 4 "AHEAD" - MOUNT PER CITY STANDARDS mb PPB 2 2 2 I - 1 2-W-m4 (2) 12 18 ALL EQUIPMENT 15 NEW UNLE55 OTHERWISE NOTED: #14 m2 BPB I I 2 2-S-m5 (3) 13 SCALE: I" = 20' (REPAINT) (G) = CITY FURNISHED EQUIPMENT (NOTE: CONTRACTOR SHALL FURNI5H m4 BPB I I I - - I I-N-(Pb (2) b ANCHOR BOLTS, NUTS, WA5HERS, AND FOUNDATION GAGES), (PC? BB PI I I I - 4 2 2-N-m6 (4) 14 = o a. ROTATE LUMINAIRE ARM q0. 115N5 SHALL HAVE 51NOLE FACE WITH OPAQUE PPB COMMON 2 2 1 1 - 1 m6 EXP-3 ul PLATE ON REAR SURFACE. 5PARE56 6 3 3 3 5 2 m2 4 m5 EXP-4 > ADR �� F-- Lark 118Oo Lark TOTAL 42 42 22 14 12 6 I m4 EXP-5 3 11800 #12 1.1.5.N.5. - 2 2 - 2 2 SPARE - N 516. COMMON 2 2 1 1 1 1 (N) - NUMBER OF LOOPS PER DETECTOR CHANNEL 14' Imo' J_ 22'_ 8; a PHA5E DIAGRAM FRONT FOR POLE OD FRONT FOR POLE OA #10 LUMINAIRE - 2 2 1 2 1 2 CROUP A GROUP B BACK FOR POLE O BACK FOR POLE DO TOTAL 2 4 3 3 1 3 m2 DETEGTOR 2 1 - - - 14' 10' 16, z "Ell En TYPE m4 DETECTOR 2 2 2 - - mi (No Scale) DLG (P5 DETEGTOR 2 2 - - _ 4)(9 DETECTOR 2 2 2 2 < ml m2 m3 m4 TOTAL e -1 4 2 - EVP COAX GABLE 33 I - I 12PR#Iq SIG 1' - - CONDUIT 51 Z 3.511 311 2 '211 211 211 - ALL GONDUGTORS NEW UNLESS OTHERWI5E NOTED: e L� SEEyHEts'f3 m5 m6 V-7 m8 • = EXISTING 13 " - TERMINATE END OF RED CONDUCTOR ON TERMINAL BLOCK AND RI 4 POST R5 u' SIE = INDICATES PERMISSIVE LEFT TURN, CONTROLLER SHALL BE PROGRAMMED AND CABINET WIRED FOR BACK-UP PROTECTION - —4`�O'_TO COIL 5' OF OTHER END IN THE CONTROLLER ASSEMBLY. 10 r LIMIT LINE PROPOSED SERVICE FEED b 11 CASE E POINT (HANDHOLE) OB ROCHESTER 10 AVENUE j6 8 W4I R/W \\\ G., I DLG R/W O _ _ A _ 5R4 R26Z _ 1' DETAIL "B" #4 (054 02) X. YG - EX. RG 4 6 Rab 18 "AHEAD" Ib I1 R34-2 b Rg6B(LT) 17 dJ r 10 160 z waism r�iaN N 3 ' 3 MI6 N cv 345' TO ? 50' \0 R73-� � - LIMIT LINE � (TYP) _ r7771 I 14 5 I-5- 5 2-5- 5 DETAIL "A" (05 4 02) "AHEAD" 18 s 345' TO ��� cy ry Ib e GRO55HALK - 8 02 4 05 4 - - - 1 04 R34� \ DETAIL "C�� - _ � - �4 c- 18 "516NAL" I, w �4 4� m4 8 R9b Q rte— 11O' e mb 5 R9bB(RT) �Z — - — — #6E TY;'E N Q! 4T EX. SERA,4 I VG. 4 12PR #Iq SIG IVB' G., I DLG 2" G., 2-12PR #25 SIG 12 2 q O 11 5HTE 1) 5N5 I P05T R5 O TO VICTORIA PARK LANE W41 5 2" G. 2#8(516) (TO REMAIN) 12 b EX. I VG. 12 NOTE: SEE SHEET I, 420' TO 2 G., 2#10(LUM) DETAIL E FOR CONSTRUCTION NOTES CROSSWALK AND 2#12(115N5) 35' 45' ADDITIONAL PERFORMED it INSTALL CITY FURNISHED 8 PHASE NEMA CONTROLLER A55EMBLY WITH DETECTOR SENSORS AND AUXILIARY AT HIGHLAND AVE EQUIPMENT IN A TYPE 'P' CABINET WITH TOP OF FOUNDATION 18" ABOVE FIN15HED GRADE. EXACT LOCATION OF THE A55EMBLY TO BE DETERMINED BY THE ENGINEER. SEE SHEET 1, GA5E 3. F2 INSTALL 120/240\/ TYPE III-BF SERVICE WITH ONE 50A-IP CIRCUIT BREAKER FOR METERED 516NAL5, ONE 3OA-IP CIRCUIT BREAKER FOR UNMETERED LI6HTIN6 AND ONE 15A-IP CIRCUIT BREAKER FOR METERED 1.1.5.N.5. SERVICE CABINET ADDRE55 IS 6-711 ROCHESTER AVENUE. ❑3 INSTALL 3" CONDUIT WITH PULLROPE AT 30" DEPTH TO E015ON COMPANY SERVICE FEED POINT. COORDINATE WITH THE ED15ON COMPANY 5ERVIGE PLANNER, WELL IN ADVANCE OF NEED. 41 INSTALL 51NOLE DIRECTIONAL EMERGENCY VEHICLE PREEMPTION UNIT ON 516NAL MAST ARM PER DETAIL "D". ❑ 5 MOUNT DETAIL "A" U51N6 PELGO A5TRO BRACKET AB-3008, 9' FROM END OF MAST ARM. 11/22 00 16 INSTALL BICYCLE PUSH BUTTON (BPB) ON STREET SIDE OF POLE WITH 516N BELOW THE BUTTON. CONNECT TO No. REVISION APPR. DATE BICYCLE TIMING INPUTS TO CONTROLLER. R INSTALL 51ON A5 NOTED ON 51ONAL MAST ARM PER STATE STANDARD PLAN E5-6T, DETAIL "U". CITY O F RANCHO C U CA M O N GA a INSTALL 516N5 A5 NOTED. `1' - 02 R EXISTING STREET LIGHT TO BE REMOVED BY OTHERS (5GE). 1.5" TO .l5"REDUCER ASTRO MINI-BRAG TRAFFIC., SIC NAL i=LAN R � �' 10 WG 5AUT AND REMOVE EXI5TIN6 CURB RAMP AND CONSTRUCT 4" THICK P.G.G. SIDEWALK. o A13-0155-L OR A13-0132-L ROCHESTER AVENUE II CONSTRUCT CURB RAMP, CASE A5 NOTED. 02 MOUNT OR APPROVED EQUAL AT 12 REMOVE EX15TINO 12PR #Iq 51C FROM EX15TINO CONDUIT (FROM HIGHLAND AVENUE) AT PULLBOX AND RE-PULL 05 LARK DRIVE THROUGH NEW CONDUIT TO CONTROLLER ASSEMBLY AS 5HOWN. INSTALL NEW 12PR #lq SIG IN NEW AND EX15TINO 05 SIMULTANEOUS CONDUIT A5 SHOWN TO CONTROLLER GABINET AT HIGHLAND AVE, APPROX. 1,300' CONTROLLER TO CONTROLLER. � Ms/Q Q N APPROVED BY DATE 13 REMOVE CONFLICTIN6 5TRIPIN6 AND MARKIN65 BY WET 5ANDBLA5TIN6. ���� Cy, E. k l,l e, CITY ENGINEER ' �_� ti.t _�� R.C.E. 0.{4953 EMERGENCY VEHIGLE PREEMPTION MOUNTING p 'r 14 INSTALL 12 YELLOW GRO55WALK (THERMOPLASTIC,). _� - DESIGN RECOMMENDED 15 INSTALL 12" WHITE LIMIT LINE (THERMOPLASTIC). DETAIL D NORRIS•REPKE �� ►� "All 11 'I " " 11 1I -7 BB CONSULTING CIVIL ENGINEERS DETAIL DETAIL 8 DETAIL G NO. 47979 AND LAND SURVEYORS DRAWN 400 N. TUSTIN AVENUE SUITE 230 SHEET I6 PAINT (EXTEND) TRAFFIC, STRIPE TO NEW GRO55KALK LOCATION A5 5HOWN. 5TRIPE SHALL MATCH EX15TINO. (No Scale) (No Scale) (No Scale) (No Scale) * Exp. 12/31/03 - SANTA ANA, CA. 927D5-3736 TEL 714 973-2230 Jlq T O\/�- C,��\Q BB FAX�714� 973-2263 -_- OF 3 I-7PAINT 4" WHITE LINE, 100' IN LENGTH. F OF A1�� CHECKED DRAWING N0. 18 INSTALL PAVEMENT LEGEND AS NOTED. .G� _✓ J✓ .MAN DATE II 11 II II I II II I 11 II II II 11 II II II 11 II II II II II 11 II II 11 II II II II I II II I II II50, 5of II II I 1411 1 ' !ILu I ' II II II II z II II II II I II II I 18' i 12' 1: 12' :1 12' 1 18' I II II I I II II I II II I I II II I II II I I I I I II II ' I II II 1 I II I II II I I I� II I I I II I II II ' I II II I ; it it , II II 1 +I I ;I II I II I+ I I it +I I I II +1 I II +r I II rl I II rr I II rl I II rr ' ( 11 rl I II r I I II + I II +r LARK DRIVE I /+ -- -- -----L------L/ I RW tV SIDEWALK 100' RED CURB I I I I I � _ I -------------------------------------- - ---------------- _ cV Z CL 80' TRAN51TION b0' 8O' !l u I C_7 ----''---------------- ---- -------- ------------- ----------------------------------- - I 1 m , I I 1 _-----'-� SIDEWALK � I � I5 -------------------------- -------------------- I � ------------------- --�---T------,--------- R,4NCH0 CUCA1"tONCx>'4 1 HIGH SCHOOL DRIVEWAY II I I z I I 7 , I L I I I 1 1 t t I I I I I l H 110H�S I I I I I I I I I ; � I I I I SCALE: V = 20' CONSTRUCTION NOTE5 I I I I I I I I I ❑I REMOVE CONFLICTING 5TRIPIN6 AND MARKIN65 BY WET 5ANDBLASTIN6. I I F 21 I I I PAINT TYPE IV ARROW A5 SHOWN. F3-1 PAINT DOUBLE YELLOH CENTER LINE PER CITY STANDARD 133. lu ' 1 ' I I I I 1 ® PAINT 8" WHITE LINE PER GIN STANDARD 133. 1 16' I 12' 10' 1 12' i 18' cay INSTALL R61 AND R26(5) ON STREET L16HT POLE AS SHOWN. 1 � I N0. DESCRIPTION OF REVISION DATE O I I © RELOCATE EX. POST. REPLACE R26(5) WITH R26($) " HERE TO CORNER". 1 1 ' 1 CITY OF RANCHO CUCAMONGA I �1 I 501 D PAINT RED CURB AS 5HOHN. 515NINO STRIPING PLAN SARK DRIVE AT ROCHESTER AVENUE OFESS� APPROVED BY: f DATE: �oQR A4 CITY ENGINEER RCE: 24953 DEEM PLAN PREPARED BY: RECOMMENDED W* Ev. 3- 3 J L A CITY OF RANCHO CUCAMONGA �ACr 31-0 10500 CIVIC CENTER DRIVE SHIM N0. 42156 DRAWNrRANCHO CUCAMONGA, CA 91730 ��v�� 0��\ JLA of 3 �F C At�E q cED RC.E NO QZ�S(o DRAWIAI(i NO. `' OIATE /-23-D►� "I NO 17 � -�J