Loading...
HomeMy WebLinkAbout2123-S CONSTRUCTION NOTES B. ALL TRAFFIC SIGN POSTS SHALL BE HOT DIP GALVANIZED AND ELECTROLYTE POWER COATED NOTES 1) TRAFFIC SIGN MATERIAL GREEN. THE COLOR SHALL CONFORM TO FEDERAL STANDARD NO. 595A. COLOR NO. 14109 1) ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF SHALL A. ALL REGULATORY, WARNING, GUIDANCE AND CONSTRUCTION SIGNS SHALL BE MADE USING (DARK LIMIT V-) OR UNI-GREEN #509. CONFORM TO THE CALTRANS SIGN SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL CITY SUPER ENGINEERING GRADE REFLECTIVE SHEETING MATERIAL.., UNLESS OTHERWISE NOTED. C. ALL POST SHALL BE OF SUFFICIENT LENGTH TO EXTEND FROM THE TOP SIGNS) TO BETWEEN RDD REC ED BY HES CIIYD ENGINEER.STANDARD PLAN N0. 133, UNLESS OTHERWISE APPROVED 1. R1. W17, W41 AND TYPE "N" SHALL ALL HAVE A 3M 1160 PROTECTIVE 6" AND 8" INTO ANCHOR SLEEVE. THE COMPLETED INSTALLATION SHALL HAVE A MINIMUM GRAFFITI OVERLAY FILM. 7" CLEAR AREA FROM THE BOTTOM OF THE LOWEST SIGN AND FINISHED GRADE. 2) PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF B. ALL SIGNS SHALL BE 0.080" THICK ALUMINIUM, UNLESS OTHERWISE NOTED. EAUAL, UNLESS OTHERWISE NOTED. PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATInNS FOR PUBLIC WORKS C. ALL SIGNS SHALL BE ATTACHED TO POST WITH VANDAL PROOF 5/18" X 3" HOT DIP CONSTRUCTION AND THE FOLLWONG PROVISIONS. GALVANIZED BOLTS, FLAT WASHERS AND ALUMINIUM BREAK AWAY NUTS. OR APPROVED D. ALL POSTS SHALL BE SECURED TO HEAVY DUTY ANCHOR SLEEVES BY TWO UNI-STRUT EQUAL, UNLESS OTHERWISE NOTED. BRAND DRIVE RIVETS AT RIGHT ANGLES ATO EACH OTHER, OR APPROVED EQUAL. UNLESS OTHERWISE NOTED. A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, SIGN QUANTITIES D. ALL REGULATORY AND WARNING SIGNS SHALL HAVE, INOME P RMANENT MARKINGS, EXCEPTIONS: 1. ALL SIGNS 36 X 45 AND LARGER SHALL BE MOUNTED ON 2 EACH 2 X 2 S.A.E.) NON-PERFORATED POSTS AS NOTED ABOVE OR ON 1 EACH 4" X 6" PRESSURE B. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET INSTALL ROADSIDE SIGN RELOCATE ROADSIDE SIGN REMOVE ROADSIDE SIGN INSTALLATION. MARK ON POST UNDER SIGN, TYPE OF SIGN INSTALLED.N THE BACK IN THE UPPER RIGHT CORNER THE DATE AND LOCATION OF THE SIGN TREATED WOODEN POST PER CALTRANS SPECIFICATIONS, UNLESS OTHERWISE NOTED. SANDBLASTING. E. ALL Slg� &EXCEPT LIMITED PARKING) MOUNTING HARDWARE FOR 4" X 6" WODDEN POST SHALL BE 5/18" X 7" C. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE AND (EA') (EA.) (EA.) AND 3 SEWHERE, UNLESS OTHERWISE RWISE NOTED.SHALL BE 30" MINIMUM 0 N RESIDENTIAL STREETS HOT DIP GALVANIZED BOLTS WITH FLAT WASHERS AND VANDAL PROOF ALUMINIUM COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. NUTS, OR APPROVED EQUAL. D. ALL CONTROL POINTS AND SPOTTING REMOVES DURING SANDBLASTING SHALL BE TOTAL 10 TOTAL 5 TOTAL 1 F. ALL SIGNS 38' X 36" AND LARGER SHALL BE BRACED ACCORDING TO CALTRANS STANDARDS. 2. ALL "PARKING" AND "NEIGHBORHOOD WATCH" SIGNS SHALL BE INSTALLED REPLACED PROIR TO INSTALLATION OF STRIPING AND MARKINGS. G. WHEN MULTIPLE SIGNS ARE INSTALLED ON THE SAME POST NEITHER SIGN SHALL OVERLAP ON STREET LIGHT STANDARDS WHERE AVAILABLE. MOUNTING HARDWARE SHALL E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY OR OTHERWISE BLOCK ANY PORTION OF THE OTHER SIGN. BE BAND-IT BRAND 5/8" STAINLESS STEEL STRAP, 5/8" BUCKLE, STRAIGHT THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT EXCEPTIONS: 1. ALL PARKING SIGNS SHALL BE ENGINEERING GRADE REFLECTIVE LEG STRAP-ON BRACKET AND 5/8" X 1/2' BUTTON HEAD SOCKET PINNED STRIPING AND MARKINGS. SHEETING MATERIAL OR EQUAL AND 0.083" YHICK ALUMINIUM. BOLT, OR APPROVED EQUAL. F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). 2. "NEIGHBORHOOD WATCH" SIGNS SHALL BE PER POLIC DEPARTMENT STANDARDS. 3. ALL SIGNS 24" X 24" AND SMALLER SHALL BE MOUNTED ON A 2" X 2" INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO 2) SIGN POST MATERIAL: (14 GA.) QUICK PUNCH POSTS, OR APPROVED EQUAL. (NOTE 3. B SHALL WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. A. ALL NEW AND RELOCATED SIGNS OVER 30" SHALL BE MOUTED ON 2' X 2" (12 GA.) APPLY TO THESE POSTS.) G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN NON-PERFORATED POST, OR APPROVED EQUAL, UNLESS OTHERWISE NOTED. 4) HEAVY DUTY ANCHOR SLEEVES ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT WEEKENDS NOR 1. PRE-DRILL HOLES IN POST FOR MOUNTING SIGN AND SECURING TO ANCHOR. ALL POST A. ALL ANCHOR SLEEVES SHALL BE HEAVY DUTY BRAND 2-1/2" X 2-1/2" X 24", HOT DIP HOLIDAYS WITHOUT APPROPRIATE STRIPINGS AND MARKINGS TO THE SATISFACTION SIGN LEGEND SHALL HAVE A HOLE 3" FROM TOP AND 8" FROM BOTTOM ON A 10' POST. GALVANIZED NON-PERFORATED, WITH 1/2- HOLES ON ALL SIDES 2" FROM TOP, OF THE CITY ENGINEER. ALL 10' POST SHALL HAVE A SECOND PRE-DRILLED HOLE 27" FROM THE TOP. OR APPROVED EQUAL. I. ALL TRAFFIC STRIPING AND MARKINGS SHALL BSIGN CODE E INSTALLED WITH ALL APPROPRIATE SIGN MESSAGE ALL 12' POST SHALL HAVE A SECCND PRE-DRILLED HOLE 39" FROM THE TOP. PERMITS AND TRAFFIC CONTROL MEASURE, IN ACCORDANCE WITH CITY AND STATE B. ALL ANCHOR SLEEVES SHALL BE SET IN COMPACTED SOIL AND EXTEND 2" ABOVE FINISH STANDARDS. G7 STREET NAME SIGN (SIXTH STREET) GRADE AFTER INSTALLATION. J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC R2-1 (45) SPEED LIMIT 45 ENGINEER. R18-1 RIGHT LANE MUST TURN RIGHT 3) TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-B. R26S NO STOPPING ANY TIME R61-SPECIAL (LANE ASSIGNMENT ARROWS) W75 LANE ENDS MERGE LEFT NOTICE TO CONTRACTOR: SIGNING, STRIPING AND PAVEMENT MARKING MUST BE PER CITY OF RANCHO CUCAMONGA STANDARD NO. 133 SIXTH STREET SIGNING AND PAVEMENT DELINEATION NOTES 12' 14' 12 RELOCATE EXISTING SIGN PANEL (STRAP AND SADDLE BRACKET METHOD) PAVEMENT DELINEATION QUANTITIES I PER CITY OF RANCHO CUCAMONGA STD. NO. 401-B 10 I W75 13 O RELOCATE EXISTING SIGN (ONE POST) PAINT TRAFFIC PAVEMENT MARKER I R2-11 45) W/LEGENDS PER CITY OF RANCHO CUCAMONGA STD. NO. 401-B LOCATION DESCRIPTION REFLECTIVE STRIPE (REFLECTIVE) THERMOPLASTIC '-8•p STA. 23+57.90 O INSTALL SIGN PER CITY OF RANCHO CUCAMONGA STD. NO 401-B (8" WHITE) TYOE G PAVEMENT MARKING g.pp_ 45 45 EN STRIPI JOIN (�) ONE WAY CLEAR (SQ. FT.) EXISTING STRIPING 4O PAINT TYPE IV (RT) ARROW THERMOPLASTIC PAVEMENT MARKING (EA.) INSTALL TWO POST SIGN SIXTH STREET TYPE IV RT I 12.00 sO ( ) SIXTH ST � OW 30 PER CITY OF RANCHO CUCAMONGA STD. NO. 401-B 0 15 S . FT. 8" WHITE I O INSTALL 8" SOLID WHITE LANE LINE (RPMs) PER CITY OF CHANNELIZING 90 6 RANCHO CUCAMONGA STD. NO. 133 10 " CROSSWALK 182 1' 'TRANSITION 040:1 (S'LY) O INSTALL 4 BROKEN WHITE LANE LINE (RPMs) PER CITY OF RANCHO CUCAMONGA STD. NO. 133 TYPE IV(RT)ARROW 45 2' TRANSITION X40:1 (WILY) HAVEN AVE ® 15 SQ. FT. 71 0 03 PAINT 12" SOLID WHITE THERMOPLASTIC LIMIT LINE IT 646 30 R 8-1 O REFRESH SIGNAL MARKINGS PER CITY OF RANCHO CUCAMONGA STD. NO. 133 CHANNELIZING I w 1 6 10 EXISTING LANE STRIPING TO REMAIN (REPAINT AS REQUIRED) CROSSWALK 232SIGNAL 96 v O 11 EXISTING(RT AND/OR (LT) ARROW TO REMAIN AHEAD i 93 11 11 I R26S 12 EXISTING LANE MERGE ARROW TO REMAIN TOTAL 1 738 36 678 O 13 EXISTING STREET SIGN TO REMAIN o� 14 EXISTING CROSSWALK TO REMAIN RESTRIPE W/4" DBL SOLID YELLOW I 1 1s REMOVE EXISTING CROSSWALK AFTER PAVEMENT OVERLAY AS NECESSARY I O 4 R18-1 X50.00 I 10 11—'--2.00 2 STA. 26+46.98 HAVEN AVE R265S STA. 28+88.80 SIXTH ST. zo REMOVE EXT'G STRIPING AS 13' 11' 11 11 12'1 14' �- REMOVE EXT'G STRIPPING AS NECESSARY FOR PROPOSED NECESSARY FOR PROPOSED � °- o x-4.00 �Z t- CROSSWALK I 11 CROSSWALK + aiR \ - - 8 R26S 33 3 R �- RO ® �� R, 4 R61 SPECIAL A-1 R16S R18 1 R18 1 EXT'G CURB FACE 26S G7 R26S do R18-1 i` n d I � � R26S 150 �, 4-�� 8 �i, (6)--, J L� W41 03 3 176' -� - 110' la 360' N N I go 00 N ih —10.00- N — — — LiLi - -- - S Q (50' RADIUS ANGLE POINTS) 9 - 9 1 (50' RADIUS n � ui o I I 11 w 10 11 ,,�� ANGLE POINTS) w Z - — - - - — - - - - - _ _ _ _ _ _ _ _�EXT'G MEDIAN Q j 11 i' 1s FLEXIBLE TYPE "K" MARKER - - _" - - - - - - - LTpy_-�— w Q 10.00 INSTALL iv — — — EXT'G. ISLAND — — — — — • N— 50' RADIUS ANGLE POINTS — — — — — — — — — — — o — Q = I NEW CURB �i R10RT 3 � -1 p � — ._._ -a- 10 _ (50 RADIUS ANGLE POINTS) ^ Q = EXT'G CURB FACE 15 8 _ PAINTED 4' SOLID DOUBLE YELLOW EXT'G CURB FACE CITY REMOVE STRIPPING REMOVE STRIPPING AS NECESSARY FOR 11 AS NECESSARY FOR DATE APPROVE PROPOSED CROSSWALK < �> S f� PROPOSED CROSSWALK 0 CITY OF RANCHO CUCAMONGA 28''- 112' 10' 11' 11' 17' 3.00 SCALE: 1"=40 FOOT z TRUE NORTH SIGNAGE AND STRIPING PLAN W 0 20 40 60 80 SIXTH STREET AND HAVEN AVENUE ul m REVISION DATE: m 10 �m JANUARY 23, 2006 tr U I PROVED BY: I U /ZC DATE: /O_77 O QgOFESSlp�y� ITY ENGINEER. ¢Z� ) RCE NO.:24953 1 l .y. ESIGNED BY: RECOMMENDED: BENCHMARK oti ZH RAMAM SIXTH STREET SAN BERNARDINO BENCHMARK 130-4: o UNDERGROUND SERVICE ALERT a C:RCE 24263 DRAWN BY: ENGINEERING DESIGN SHEET DRIVE PIN TOP OF CURB AT INTERSECTION 6TH ` CALL: TOLL FREE EXP. 12-31-07 * SITE DEVELOPMENT PLANNING STREET AND CENTER ST, ON SOUTH SIDE OF Q �+ �' Q ZH 670 E. PARKRIDGE AVE 101 5 OF 5 ELEVATION 1069.89 6TH ST � -VO�-�2�-�VOO �9�� OF I CA�����~ CHECKED BY: CORONA, CA 92879 DRAWING N0. TWO WORKING DAY BEFORE YOU DIG TEL: 951.734.6330 FAX: 951.734.58482123-6 3 �1 JW RAMCAMORAMCAMGROUP.COM J PROJECT SHEET 5 OF V7 GENERAL NOTES : 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY, 1992, AS SHOWN ON THE PLANS ANO IN THE SPECIAL PROVISIONS. UTILITY COMPANIES PHONE NUMBERS 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER 2003 MUTCD AND CALTRANS SUPPLEMENT SOUTHERN CALIFORNIA EDISON CO. TO 2003 MUTCD, MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM PAVEMANT CONTACT ROBERT BOLTON)_________________ (909) 930-8434 LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. TYPE C2-AR-4000 A.C. FINISH SURFACE TO BE PLACED OF DOUBLE YELLOW LINE 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC SOUTHERN CALIFORNIA GAS CO. __________________(800) 227-2600 NO SOONER THAT 14 DAYS NOR LATER THAT 35 DAYS AFTER BASE PAVING OR MEDIAN CURB FACE WORKS CONSTRUCTION, 2006 EDITION. VERIZON (CONTACT JERRY FAUBEL)..............(909) 469-6340 TYPE B-AR-4000 A.C. BASE TO BE PLACEDLEFT TURN LANE 2' 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL CUCAMONGA COUNTY WATER DISTRICT - WATER & SEWER WITHIN 72 HOURS AFTER CONSOLIDATION 5' X 6' 30' 15' 10' CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR (CONTACT RAYMOND ABEYTA) ................(909)987-2591 OF BACKFILL 50 10 -r SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY UNDERGROUND SERVICE ALERT ___________________(800) 227-2600 LOOPS o COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- 8"WHITE TURNING LANE LINE---� 3' STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR _ - - -- - w SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE BUTT JOINT THRU LANE 3' Q UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT -� ARE NOT SHOWN ON THESE PLANS. 10' Q 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR 6 *12 n TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR LAYOUT. 4" LANE LINE—�� 3'_ _ 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE a / THRU LANE 216" TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. 95% COMPACTION MIN. 7 \� 7. VEHICLE INDICATIONS SHALL BE 12", PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL •. •f.. -�.;•- '� / \ 10' EXCEPT AS NOTED. ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LED. \ t \\ 6 *11 z 8. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL 12 BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED 2 6 �- FOR THE INTENDED OPERATION. \ � \ � 4' LANE LINE OR 8"--�'' 3' 90% COMPACTION MIN. \\ / \ TURNING LANE LINE THRU OR RIGHT 10' 6' o 1 �l TURN LANE 5 * -1 o 14 Q Lu - 1 VARIES cin E.C.R. I \ �- TOP OF CURB FACE- o \ BEDDING & SHADING PER UTILITY INVOLVED. v _ 3» ° 1/2" 16 1 /2" » 2 8 UC-61C _ »C» 1 /2„ \ 4„ o �1 1 n n TRENCH REPAIR LOOP DETECTOR PLACEMENT "�" --- -- ' { REFER TO STD. PLAN 120 REFER TO PLAN FOR DISTANCE FOR FURTHER NOTES TO ADVANCE DETECTORS (ALL LOOPS ARE 6' X 6' EXCEPT AS NOTED) m REMOVABLE STEEL CAP 8' ARM LENGTH POLE LOCATION CODE I . I . S . N . S . LEGEND DETAIL SEE60" 24" (EXACT LOCATION BY ENGINEER IN THE FIELD) s \c' -— ---- + "SIGN TAB" \\ DETAIL ( 48" s 2 \\ \\ \ \ n n \ \ \ "COUPLING FOR SIGN WIRING (NIPPLE & - ------ - - - CONNECTORS � Q 6" BY OTHERS)6' 0 R 8' ALMOND ST. NOTE: LB CONDULET, STO CABLE, HANGING HARDWARE & SIGN BY OTHERS HILLSIDE D. SINGLE INPUT � w LSONI AVE. ------ EMERGENCY VEHICLE Q ARM TUBE SIZE GENERAL NOTES PREEMPTION DETECTOR W � HIGHLAND A MATERIAL SPECIFICATIONS LENGTH END O.D. x BASE O.D. x THK. i 1 -- _ -- STEEL OF 48,000 PSI MINIMUM YIELD AFTER � 19TH $T 8'-0" 2 3/8" x 3 1/2' x 11 GA. SHAFT a a } _ _ FABRICATION. » »� --------- BASE PLATES ASTM A-35 STEEL ASTM A-36 STEEL 1.5 TO .75 �'----ASTRO Mini-BraC AB-0155-L OR Z Q i & FLANGES REDUCER AB-0132-L MOUNT OR w BASELINE RD. aui BACK CLAMP PIPE ASTM A-36--53 GRADE 'B' STEEL APPROVED EQUAL a a a SHEET SHEET DESCRIPTION W/4 BOLTS MATERIAL SPECIFICATIONS a ran z SIGNAL POLE m 2 w CE (ASTM A-307) BUTT WELDS GROUND FLUSH WITH BASE METAL _ MAST ARM = = FOOTHILL LVD.':c 1 OF 2 TRAFFIC SIGNAL MODIFICATION TITLE SHEET LONGITUDINAL _ ALL WELDS SHALL CONFORM TO AWS Dl.t WELD a � 2 OF 2 TRAFFIC SIGNAL SHEET ) oW RTE. WAY ONE OUTPUT SIGNAL POLE WELDS SPECIFICATION ( A� SUB ECT I DIAMETER AT 24' ABOVE FINISH COATING _ _ SIE 8TH ST. FINISHED GRADE STRUCTURE HOT DIP GALVANIZED PER ASTM A-123 a N0. DESCRIPTION OF REVISION DATE CITY - TN ST.z APPROVED HARDWARE EMERGENCY VEHICLE DETECTORS Y m HOT DIP GALVANIZED PER ASTM A-153 � 4TH ST. DESIGN CRITERIA - - _-.--- i STRUCTURE & - - 4' I- CLAMP HARDWARE IN ACCORDANCE NTH THE 'SPECIFICATION FOR 1 STRUCTURAL SUPPORTS OF HIGHWAY SIGNS, LUMINARES HORIZONTAL IISNS MAST ARMAND TRAFFIC SIGNALS.' AASHTO 1994 -- _ WELDING VICINITY MAP CITY OF RANCHO CUCAMONGA 1 1/2' DIA, IN ACCORDANCE WITH THE 'SPECIFICATION FOR ED STRUCTURAL SUPPORTS OF HIGHWAY SIGNS, LUMINARES p HOLE IAND TRAFFIC SIGNALS.' AASHTO 1994 NTS SIGNAL POLE HOLE IN NOTE: SPECIAL PROVISIONS CLAMP -- FOR THIS WORK ARE ON TRAFFIC SIGNAL AND LIGHTING MODIFICATION DIA. HOLE IN FILE IN THE OFFICE OF CLAMP SUPPLIED THE CITY ENGINEER 6TH STREET AND HAVEN AVENUE WITH A TYPE "F' Ct ARM _ AND SHALL BE USED. —16UNC BLUNT POINT TAPPING r �► p : /D—' - SCREW (PILOT HOLE RAD. 3 (HOLD) / PLANS PREPARED UNDER THE SUPERVISION OF: PROVED BY: C � �2/.-5CP DATE. TO BE FIELD AS REQ D. 1 Q N� CITY ENGINEER RCE NO. 24953 LJONATHAN L. LEVY R.C.E.—Ifo— 39712 DATE DESIGNED BY: RECOMMENDED: DESIGN ENGINEER LICENSE EXPIRES 9-30-07 JA65- IN NOTCH OR DRILL 1' DIA. HOLE 3/4' RAD. ,lONA1NAN L.FOR DRAINAGE W/GROMMET 1/4' „ Oc Na 39712J LEVY POLE 9/16'sb DRILL 1 /2 PL---� �-- UNDERGROUND SERVICE ALERT * Exp. g_�_o, * Darnell & ASSOMTES, INC. DRAWN BY: SHEET (FIELD DRILLED) CLAMP DETAIL SIGN TAB DETAIL ! CALL TOLL FREE s� CIVIL F� 1446 FRONT STREET, THIRD FLOOR 1 OF 2 �r �� SAN DIEGO, CA 92101 S NIKOLIC/ J LEVY 1 800 2272600 of CI+�, (619) 233-9373 CHECKED BY. DRAWING NO. �+ TWO WORKING DAYS BEFORE YOU DIG DWG, N.: 060101 SG-1 C I DATE: 03-16-06 BY: SN/JLL +i-- CONSTRUCTION NOTES -THIS SHEET: CONDUCTOR SCHEDULE GENERAL CONSTRUCTION NOTES : 1 EXISTING NEMA CONTROLLER IN TYPE "P" CABINET. INSTALL NEW LOOP AND EVP SENSING EQUIPMENT. CONDUIT RUN NUMBER AND SIZE INSTALL NEW EQUIPMENT IN NEW RACKS. REMOVE AND SALVAGE EXISTING SHELF MOUNTED DETECTION. AWG/ 2 INSTALL SINGLE INPUT, SINGLE OUTPUT EVP DETECTOR AND MOUNTING HARDWARE PER DETAIL SHEET 55 , 50 CABLE POLE A A A A A AND SPECIFICATIONS. CONTRACTOR SHALL SUPPLY AND INSTALL ALL CA 32 43 0 7 BLE. POLE 1 • REMOVE AND SALVAGE ALL EXISTING PEDESTRIAN MODULES WHICH REPLACE CONDUIT PER CONDUCTOR SCHEDULE. REPLACE PULLBOXES AND CONNECT TO EXISTING I 1 12 04 1/-/1 t/-/1 1/-/1 1/-/1 1/-/1 ARE TO REMAIN PER POLE SCHEDULE).D ,07,04P,0 PP$ ( EDULE). INSTALL NEW PEDESTRIAN CONDUITS TO THE SATISFACTION OF THE CITY ENGINEER. EX. 3"C MT N CONDUCTOR POLE 2 LED ORANGE AND WHITE SECTIONED COUNTDOWN TYPE MODULES IN 44 REMOVE AND SALVAGE SIGNAL STANDARD AND EQUIPMENT. REMOVE FOUNDATION. TERMINATES IN PULLBOX 1-W 02 0 �'�' 01 02 02P PP$ 1/-/1 1/-/1 1/-/1 1/-/1 1/-/1 1/-/1 EXISTING HOUSING. ALL NEW PEDESTRIAN INDICATIONS SHALL HAVE A AT PROPERTY UNE LED ORANGE AND WHITE SECTIONED COUNTDOWN TYPE MODULE IN A REMOVE & SALVAGE EXISTING SIGNAL MAST ARM. INSTALL 50' MAST ARM. (APPROX. 530' FROM 6TH AVE BCR) ' 0 W 01,06,06P.04-PPO o 1/-/1 1/-/1 1/-/1 1/-/1 1/-/1 NEW TYPE A HOUSING. W 66 STREET LIGHT TO BE REMOVED BY SCE AT CONTRACTORS REQUEST EX. 1 %"C, 1-DLC. I 5 03 04 OLE 0 4 PB 1/-/1 1/-/1 1/-/1 1/-/1 • MOVE ALL EXISTING CONDUCTORS AND DETECTOR LEAD-IN CABLES AND REPLACE WITH NEW CONDUCTORS / CABLES AS PER � I CONDUCTOR POLE 5 CONDUCTOR SCHEDULE AND SPECIFICATIONS. 7 PAINT CHANNELIZING LINE PER CALTRANS DETAIL 38 - STANDARD PLAN A20D. r � 03,08,08P,06+ PP8 Fz I POLE 6 . ALL NEW SIGNAL INDICATIONS SHALL BE 12", WITH LED MODULES. 8 PAINT 12" WHITE CROSSWALK LINES. REMOVE EXISTING CROSSWALK AND CONFLICTING STRIPING. SIGNAL 05 06 0 P 1/-/- ALL EXISTING INCANDESCENT INDICATIONS SHALL BE CONVERTED TO CABLES POLE 7 LED. PAINT TYPE IV RIGHT TURN ARROW PER CALTRANS STANDARD PLAN A24A. l.� � 3 02 05 0 1/-/- 1/-/- • 10 Cr' ,n I ALL DETECTOR LOOPS ARE TO BE REPLACED PER PIAN AN POLE 8 D DETAIL INSTALL ADDITIONAL 3" CONDUIT BETWEEN PULLBOX AND EXISITING CONTROLLER CABINET S I CONDUCTOR o7 0a 08P 02+ P8 1/1/- 1/1/- 1/1/- SHEET. POLE SCHEDULE ( 3 1 ' I 1 2 2 3 EX. 1 h C, 1-DLC. I I � � I TOTAL 5 C ND 1 1 ' 2 2 � 2 STANDARD ARMS LUMINAIRE PED. PUSH BUTTON SIGNAL MOUNTING I.I.S.N.S. PLACEMENT I I '� 3 COND 1 2 2 2 2 1 2 2 2 4 LLS.N.S• 2 2 2 2 2 4 0. TYPE HT. SIG. LUM. H.P.S.V. PHASE QUAD. VEHICLE PED. MESSAGE B C E i i' #12 TOTAL ST EX. 3"C., MT 1 1� I #10 LUMINAIRES2 2 2 2 2 4 1D (E) 29-5-80 30' (E)55' 15' 200 W (E) 2 N (E)3-MAS, SV-1-UM (E)SP-1-CS Sixth 10 T 3' 17' I , I E I TOTAL 2 2 2 2 2 2 2 4 13 11 1 1 v� SIGNAL SERVICE 2 2 0 (E) 15 30' - 15' 200 W (E) 4 E (N) SV-2-TB * (N)SP-1-CS 16' 3' I � 01 TOTAL 2 2 N 24-4- AVE I I 0 2 © O 80 30 (N)35 15 200 W (N) 4 E (N)2-MAS, SV-1-T (N)SP-1-CS Haven 9300 3 5 _i n TYPE 0 3 3 ® (N) 15 30' - 15' 200 W (N) 6 S (N) SV-2-TB NSP-1-CS 9' N I I 44 04 4 4 4 4 ( ) N 4 112' 14 C 05 2 2 2 2 2 2 ® (E) 29-5-80 30' I(E)50' 15' 200 W (E) 6/8 S/W (E)3T-MAS, SV-1-UM (E)SP-1-CS Sixth 10500 3' 18' I I I 3 I ; U' I DLC �g 3 © (E) 1-A 10' - - - - - N N-2-T * NSP-1- 2-W 02 � I � 3 I 4 4 ( ) ( ) CS 11' 3' ( 08 I - O I R TOTAL 5 5 9 12 12 - 4 8 8 25 AVE3- 20 EVP CABLE 1 1 1 2 1 1 1 2 4 0 (E) 29-5-80 30' (N) 45' 15' 200 W (E) - - (N) 2-MAS,SV-1-T (N)SP-1-CS Haven 9400 3' 5' i CONDUIT SIZE 2 E " " " " " " " -3 E 3 (R) 3 (R) 3� (R) 4 (R) 2 (N) 3 (R) 3 R 3 (R) ® (E) 1-A 10' - - - 8/2 E/N (N) TV-2-T * (N)SP-1-CSI N)SP-1-CS 14' 3' C" _ ' , t ft y t - _ 6 (E) - EXISTING (N) - NEW (R) - REPLACE EXISTING (N) = NEW (E) EXISTING * REMOVE EXISTING EQUIPMENT, INSTALL NEW PER POLE SCHEDULE R W _ _ _ _ j, ; , W 6NSTALL 1 %"C, 1-DLC INSTALL 1 %"C, 1 -DLC 1�� _ of y CO��6� �6 4 _ c _� - - - - - - - - - - - - EX. 3 C, MT EX. 3"C, MT B - - - - __ - - � 4-N-04 C .- �v I 4 -- _.. _ 9 >04 3-N-04 6 7 A cU HAVEN , N I --- >�4 w c0 o CO 2 i , 8 d- fr 3- 04+07 - ----- - , I 73-5(CA) � 1 1 S-03 Z'S-03 -�? l 1 4-N-0 3-N-07 _ -v-__ -- --_----- -- 280 T2 LIMIT-UNE n _ 280' TO LIMIT LINE _ - -, --, - --, I �_ - -o - -N-07 0 - 3rS-03 4! S-03 dSLA D N E TO BE Q3 r ' T OF I I I CIVIL PL NL SHPER ETS EX. I ' R73-5(CA, CV 3 --} ! 08 I I� N - s __ _.__-_.___._ s..v._ �._._.�_ s ______.---.._____ s ._____-_ ___.___ s _.------------- -_ s ._____.__.__ ____- 3 3 2 AVENUE 8 CK U) �g I — ------ r ---------- 3-5-08 T — -----ry---- -- _------ _----- —-. -- ---- �_. ---- - - --- - ry------ ---- ------ ,� --F------ ---- - -- - - W- — --- ------ ---- ------ 08P 081 ]. �-- _ co 07 02+05 -------- ------ _ ----�____-_ ___- _ _ --- -- 05-- EX. 1 C, 1 -DLC. �- 5 EX. MODIFIED `�2 �2 - -------- -__ I n _ TYPE III BF SER VI CE---- -- _----------- -_-.-�_--- -- --- --- ---- 6 EX. 2'C, 2#6, 2#10(LIGHTING), 2#12(IISNS) R�W - - - - - - - 4 1 - - © �, w STORM DRAIN EASEMENT � a U' 2-E 06 ¢� SCALE: 1"=20 FEET w ( I S N 5 I I 0 10 20 30 40 3 N 10 DETECTOR SCHEDULE I E PHASE Detector Rack #1 "' I i ' DIAGRAM SENSOR CHANNEL DETECTOR CONTROLLER LOOPS DETECTOR SCHEDULE ' GROUP A GROUP B SG-2 INPUT PER CHANNEL Detector Rack 2 I Q 1 1 1-S-03 3 1 CONTROLLER LOOPS 2 1-N-04 4 3 SENSOR CHANNEL DETECTOR INPUT PER CHANNEL I I z 2 1 1-E-01 1 1 1 3-S-03 19 1 26' 12' 6' 10' 11' 11' 17' � 2 1-W-02 2 2 1 2 3-N-04 20 2 �- XIST 1" C., 1-DLC. 3 1-N-07 7 ' 1 3-E-01 17 UNUSED I ( I w PHASE 1 PHASE 2 PHASE 3 PHASE 4 CITY Z ^ NO. DESCRIPTION OF REVISION DATE APPROVED 2 1-S-08 8 3 2 2 3-W-02 18 2 � Y '-W-05 5 CITY OF RANCHO CUCAMONGA 4 _ _ 1 3-N-07 23 1 I ca � 1 2-S-03 1 3 3 2 3-S-08 24 2 _j Of cvP 99-59 1 3-W-05 21 UNUSED O TRAFFIC SIGNAL AN 5 2 2-N-04 12 4 4 D LIGHTING MODIFICATION 1 2-E-01 9 3 2 3-E-06 22 2 PHASE 5 PHASE 6 PHASE 7 PHASE 8 ODI ICATION 6 1 4-S-03 27 3 oO 2 2—w-02 10 4 2 4-N-04 28 2 -6,01 6TH STREET AND HAVEN AVENUE 7 1 2-N-07 15 3 1 4-E-01 25 UNUSED 1 2 2-S-08 16 4 6 . � �- � 2 4-W-02 26 UNUSED I ~ 1-E-06 iSC I PLANS PREP EDU R ION OF: PROVED BY: DATE: 8 1 2-W-05 13 3 ��� 2 2-E-06 14 4 7 1 4-N-07 31 3 Q ti� ��. ���OG TTY ENGINEER RCE NO. 24953 2 4-S-08 32 UNUSED ,� JONATHAN L. LEVY R.C.E . 39712 DATE ESIGNED BY: REC MMEN E 9 1 EVP-01 & 06 EVP 3 - 1 4-W-05 29 UNUSED NOTE: SPECIAL PROVISIONS JONATHAN L LE DESIGN ENGINEER LICENS XPIRES 9-30-07 � LEVY 2 EVP-02 do 05 EVP 4 - 8 FOR THIS WORK ARE ON A& 1 EVP-03 � 08 EVP 5 _ 2 4-E-06 30 UNUSED FILE IN THE OFFICE OF � " ,4 � �; 46' ' UNDERGROUND SERVICE ALERT * N& 9712 997 o, ,, Darnell & associATEs, INC. DRAWN BY: SHEET 1 0 2 EVP-04 & 07 EVP 6 _ THE CITY ENGINEER 60 60 CALL: TOLL FREE sr� CIVIL V i L aP 1446 FRONT STREET, THIRD FLOOR S NIKOLIC/ J LEVY 2 OF 2 AND SHALL BE USED. -$00-227-2600 rF ��� SAN DIEGO, CA 92101 OF CAti\ (619) 233-9373 CHECKED BY: PAWING NO. TWO WORKING IOAY3 BEFORE YOU DIG DWG. N.: 060101 SG-2C I DATE 03-16-06 BY: SN/JLL