Loading...
HomeMy WebLinkAbout5701-10 0 U) d U C3 33 00 0 N Q `=n 0 CL mCONDUCTOR SCHEDULE IEEEM wV'A WEE SIGNAL COMMON ;EMERGENCY PRE-EMPTION CABLE =mammon 71 VIDEO COAXIAL CABLE-------------- ---'==Mammon IVIDEO POWER CABLE a on ':CAT 5E ETHERNET CABLE CONDUIT SIZE EXISTING PHASE DIAGRAM r� ri rf ri ri ri , ri r� PHASE DIAGRAM, ri rr o ri • 1 4 2 z 3 POLE QUAD SIGN LEGEND R3-4 36"K36" 68' 34' 34' 29' 29' t RAISED S MEDIAN ry (+ ■ POLE SCHEDULE POLE SIGNAL LUMINAIRE VEH SIG MTG PED SIG MTG PPB LOCATION ■ SNS REMARKS No. TYPE 1 HGT. MA. MA. LED MA. POLE QUAD 0 ARROW A B MAST SIGN • A' 26A-4-100 35' � 45' 15' 111W , 1-MAS ® SV-1-T • SP-1-CS® 3 ® 8 10' 4' 8'• MUIRFIELD LN,+ B' 1-A • 10' 0 - - - - TV-1-T ® SP-1-CS 4 ® 2 11 7 - - ° C' 24A-4-100 ® 35' 35' 0 15' • 111W ♦ 2-MAS ® SV-1-T ® SP-1-CS6 4 ♦ 2 8' 8' 8'® CITRUS AVE ®+ a DO 1-A 10 - - - - TV-1-T SP-1-CS 1 4 EX EX - - No. ® 26A-4-129 35' 45' 15' 111W 2-MAS SV-1-T SP-1-CS 1 ® 4 -' EX EX 8' MUIRFIELD LN 09 Q 1-A • 10' - - - - TV-1-T ® SP-1-CS 2 ® 6 12' 4.5' - - ® G' 19A-4-100 ® 35' 25' ® 15' ! 111W A 2-MAS ® SV-1-T ® SP-1-CS 2 ® 6 12' 4.5' 8'� CITRUS AVE A+ OH 1-A 10' 1 - I - I - - TV-1-T • SP-1-CSA 3 A 8 10' 6' - - ■ ALL EQUIPMENT EXISTING UNLESS NOTED : NEW ( •) ® CONTRACTOR TO POTHOLE POLE LOCATIONS BEFORE ORDERING POLES RELOCATE( A } ■ SEE CITY OF FONTANA STD PLAN NO.4005 FOR REFLECTIVE STREET NAME SIGN LEGEND AND MOUNTING DETAIL + STREET NAME SIGN INSTALLED ON CONTRACTOR SUPPLIED CANTILEVER SIGN ARM PER FONTANA STD PLAN 4005 LEGEND EX VIDEO DETECTION CAMERA ►® PROPOSED VIDEO DETECTION CAMERA >— EVP —�— SNS MAST ARM PROPOSED PTZ CAMERA POLE REMOVAL SCHEDULE No. TYPE HGT. SIG. M.A. LUM. M.A. REMARKS Oq RS 19A-4-80 35' 25' 15' ❑7 ❑8 OB RS 1-A 7' - - ❑7 ❑8 O RS 30 35 - 15' ❑7 ❑8 OG ❑RS 24A-4-80 35' 35' 15' 07 08 #6 CONSTRUCTION NOTES #6 10 3 F11 EXISTING TYPE 90 CONTROLLER IN TYPE "R" CABINET 1 F _ F 12' G' ` ® EXISTING TYPE III -BF SERVICE EQUIPMENT ENCLOSURE 7 — ® FURNISH AND INSTALL OPT ICOM EMERGENCY VEHICLE PREEMPTION DETECTOR CITRUS AVENUE , ® #6 04P3 ®FURNISH AND INSTALL MAST ARM SIGN PER CALTRANS STD PLAN DETAIL "U", ES-7N _ _ -R/W� �s6P #6----- ----R/W--- -- 03 8__ 08P G H #6 [5]FURNISH AND INSTALL ITERIS VANTAGE VIDEO DETECTION CAMERA ON LUMINAIRE MAST ARM O ' > '- �8 �6P- R M 8 PER CITY OF FONTANA STD PLAN NO. 4004. - r , f. .. n _.__ __ _ .m. _ _ _._ .___ _ ___ , _ __ _.__ r. __ ,_ _.._.__ _._ _ .__ _ __ _w - _._ ___. __ ._ _ _ _____ _ _ w..__. m_ __ ___e_ __-___ _.__ _ o FURN I SH AND I NSTALL STREET NAME S I GN CANT I L I VER MAST ARM AND STREET NAME S I GN 0A _____ __ . __ _ _. _ m _ _ .w ❑ (5 ) F.,�.'--�5 ,> ' S PER CITY OF FONTANA STD. PLAN NO. 4005 SEE STREET NAME SIGN DETAIL FOR LEGEND. Y RC PULL BOX -- - - - - - - - - R3-4 4 8 � RC PULL -BOX- R9-3 7 RS POLE AND FOUNDATION COMPLETE N (15') R9-3bP RS 9 EVP RL , 4 14' cv 8 RL TRAFFIC SIGNAL EQUIPMENT AS NOTED: �n Q � a EX R3-4 - , ,� 06 03&08 - __,_ -... o , 0 �_ - I � POLE o AB CONDU I T O TO A RAISED EX EVP 01&06 ( (12') 13' MEDIAN LUMINAIRE, VIDEO DETECTION CAMERA TO BE INSTALL ON LUMINAIRE MAST ARM, EMERGENCY I — t VEHICLE PREEMPTION (EVP), PEDESTRIAN PUSH BUTTON, COUNTDOWN PEDESTRIAN HEAD, 4 J� Q_�__,.. � � � J` 1 AB CONDUIT 52 12 ' J� 3 2X3-SECTION VEHICLE HEADS, AND STREET NAME SIGN - -; 1 - _�{4 I� - - o5- - - (- ) �- POLE ©TO C' . I9 -- 1- I -- V 1 a (4 ) LUMINAIRE, PEDESTRIAN PUSH BUTTON 0 13' I EVP RL �:: MEDIAN RAISEDY (14') POLE ©TO © : 02&b5 0') 02 g -- --- -�- --� -9- �-- o � LUMINAIRE, VIDEO DETECTION CAMERA TO BE INSTALL ON LUMINAIRE MAST ARM, EMERGENCY cv VEHICLE PREEMPTION (EVP),1x3-SECTION VEHICLE HEADS, AND STREET NAME SIGN (12') g r 1 CB 1 (14') `n POLE @TOO: flo Rp I F til� EVP a PEDESTRIAN PUSH BUTTON, COUNTDOWN PEDESTRIAN MODULE 3 I (5 ) _.__. m B R9-3 _..__ . ,� �,► POE TO RS .._.__ q R3-4 02P R9-3bP _ , __ M,_ __._ 1 _ __� _ v�� _ _.p _. _r , _ r r _. 4_ __ _ PEDESTRIAN PUSH BUTTON COUNTDOWN PEDESTRIAN MODULE . 9 RS _ 5 -EX 6-1 .5 SCH 40 HDPE B �� EXISTING 3-SECTION VEHICLE HEAD 7 0 �S7 I - --CONDUITS WITH 1-SIC 10 _ 04P �4 �4 _ x� f, ��/ _ _ - - - - - v _ FURNISH AND INSTALL PTZ CAMERA PER CITY DESIGN STANDARD 4007 AND MANUFACTURERS L , �96-STRAND SMFO) TO -�--- _-SUMMIT AVE SPECIFICATIONS t r — g a , r _ �� EX 6-1 .5" SCH 40 HDPE � �� 0 - - _- � � ��` EX 2"C 2# 10 (LIGHTING ) 11. CONTRACTOR SHALL INSTALL CITY SUPPLIED REINFORCING CONDUITS WITH 1-SIC F=14 - ; CABLES AND ASSOCIATED HARDWARE (2 PER SIGN) ON OVERHEAD - r t _._ _ 96-STRAND SMFO) TO - EX 2"C 2#8 (SIGNAL); REFLECT I VE STREET NAME S I GNS I N ACCORDANCE W I TH CITY _- CURTIS AVE 4� 7 DESIGN STANDARD 4005. r{ 5 I f� 8 x _ POLE PLACEMENT EX SPLICE VAULT 12. THE CONTRACTOR SHALL REPAIR/REPLACE/RELOCATE ANY AND 6 c� - m Pry EMERGENCY In VEHICLE DETAIL ALL DAMAGED LANDSCAPING, IRRIGATION, SIDEWALK, CURB, 6 PRE-EMPTION PAVEMENT OR ROADWAY STRIPING TO THE SATISFACTION OF THE I DETECTOR SIGNAL POLE TYP ENGINEER. 4 m ( ) { ECR t 13. CONTRACTOR SHALL REFER TO THE CITY ENGINEER IN THE W RAISED ° EVENT OF A CONFLICT OR POTENTIAL CONFLICT WITH THESE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT. Z ! MEDIAN r o ACE OF ; $ CURB I 14. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR Ir s ® - TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD sC'Itrus :MASTARM . - POLE O /2 DRAWINGS AND ELECTRONIC AUTOCAD FILES TO THE CITY �'. cv r7 ►� c� `s ..� f f Ave ENGINEER. W Q i W `` © ; I'TAZ (--- FONTANA ��� `� �`� EMERGENCY VEHICLE PRE-EMPTION BCR E ' k � B 20 10 0 20 40 60 � i- 34 � 34 w DETECTOR MOUNTING DETAIL EXACT POLE LOCATION BY w ' 3 _ STREET NAME SIGN DETAIL N. T . S. ENGINEER IN THE FIELD 51 51 a9 a N.T.S. SCALE: 1 =20 102' (NO SCALE) 1 REV. REVISION DESCRIPTION ENGR . DATE CITY DATE BASIS OF BEARINGS: PREPARED BY: p CITY OF FONTANA CALI NIA ® SHOULD CONSTRUCTION OF REQUIRED THE BASIS OF BEARINGS WAS TAKEN FROM THE CENTERLINE OF IMPROVEMENTS NOT COMMENCE WITHIN Prepared For; CITRUS AVENUE AS SHOWN ON TRACT 16540, M.B. 299/13-15. B 5050 Avenida EnCinas Q�pF ESS/ py9 TWO YEARS OF THE DATE OF APPROVAL BEING: N00°16'44"W Michael ® Suite260 O ZEL� l�, TRAFFIC SIGNAL PLAN Carlsbad, CA 92003 AZ4���' DRAWN BY: SHOWN HEREON AND CARRIED FORTH IN A GRAND PACIFIC COMMUNITIES, CORP BENCHMARK: _ Phone: (760) 476-9193 c `n BHS C I TRUS AVENUE AND SCALE: AS NOTED DIAL DILIGENT MANNER THE CITY ENGINEER MAY CALTRANS BENCHMARK NO. 8 17 N0. 69470 � -? OF TWO WORKING K I N G 100 N. BARRANCA AVE., SUITE s5o BRASS CAP I N CONCRETE S.C.E.TOWER LEG . 343' N/0 ' N T E R N A T I ®N A L MBAKERINTL. COM �` Ex 06-30-20 � DESIGNED BY: '� M U I R F D LANE DATE: BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO WEST COVINA, CA 91791 * P * BHS YOU D I YOU DIG HIGHLAND AVENUE 0.2 MI W/O SAN SEVAINE ROAD, IN SOUTH August, 2018 BRING THEM INTO CONFORMANCE WITH (626) 858-8666 J' C/V 1�- \Q CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 M I . WEST � f 5 191�, ®f C Al�� CHECKED BY: APPRO D B / DRAWING NO .: 1 TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS I N EFFECT ALONG HIGHLAND AVENUE FROM SIERRA AVENUE DATE: ( RKZ d TE.- %g A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EL=1428.609 RYAN K Z I I ERS RCE 69470r,,,' 70 � 1 CITY ENGINEER R.C.E. 51152 ■ ALL CONDUCTORS AND CONDUIT ARE NEW UNLESS NOTED: EXISTING (•) TRAFFIC SIGNAL GENERAL NOTES 1. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO THESE PLANS, THE CITY OF FONTANA DESIGN STANDARDS, THE CITY'S SPECIAL PROVISIONS, SECTION E, THE CALTRANS STANDARD PLANS AND SPECIFICATIONS, DATED 2015, THE REVISED CALTRANS STANDARD PLANS AND SPECIFICATIONS, DATED 2016, AND THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, DATED 2014. 2. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. 3. CONTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO CONSTRUCT THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT ANY CITY FURNISHED OR PROVIDED AS NOTED IN SECTION E. 4. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING FACILITIES WITHIN THE AREA OF CONSTRUCTION. THE CITY ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO COMMENCING WORK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS OR MARKERS DURING CONSTRUCTION. 6. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 3" RIGID METAL UNLESS OTHERWISE SHOWN. 7. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES &UTILIZE PEDESTRIAN COUNTDOWN TIMERS PER SPECIAL PROVISIONS. 8. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL REPLACED WITH NEW CONSTRUCTION. 9. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS SHEET AND SECTION E. 10. CONTROLLER AND SERVICE CABINETS SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. CONTRACTOR SHALL MODIFY SPRINKLERS SYSTEMS AS NECESSARY. 0 00 0 00 U Q m 0 0 Cn I Mo W co Cn Z ry 0 Q Co M 0 co Q 0 i