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HomeMy WebLinkAbout1371-S 01 00f 0r4 ti y NOT 4 Z4'94A'PT W � � � , , � • 26 ,6 E 'C\ Q `N. E ,P26�S� 0 X26�s) E ,P2��S� a __ _ � - - _ - _ _ XN /50 ZS tYE� 3+ SB 4 00 5+0 ; _ 0 2D' ,P,q�{,�94cfs�:/ GULP' !� /p 6 00_ _ v.\ ' -r—_ 8+00 10+00 11 +00 STA. /! t SO JO/N 12+00 N 13+00 14+00 W (,44 _ _ - o o' E f � OC E E E E Q ° 95 -� RR �'?�o ��� .E'16 r'�J` � /0 ,5T. f/G'yr ,�26 (S� E RR SPE-INSTALL ON t� / 1 1 E ,P� 3 5E1F 0q 7� A. (S 6 STREET L/G'HT Q TA, f 28�0 STiPEET LIGHT STANDARD W (s ��' � U 5TAN0�'�PO SEE 27 23' �ST� 80 ' qp' �` SyEET 7�f/6 E/YO CO/t/ST�P!/CT/O�YL//tI/TS VINEYARD AVENUE SAN BERNARDINO ROAD �'EE dLrLOfY ,�/GHT O� 1 bhh q . X ., 5'EE ✓/IFFY //Of/6Ia X Fon sT,Pi�i/vc oErgi�s Nal A P4�eT P�POTEC"T/N��,41E iPE-/NSTAL L ON I W81(L E A?d A5) 3T�PEET L/G HT S TANDA.PD RR(�6 �o e — I ��� -— /ODS 35*00 _ + _ p 28+00 29+ 30+00 s _ — 1 +00 32+00 0 _ 33+00 4+ 0 //O E �0 ,4NOA,PD, 5'E2 5f/E�"T Sofi6 Iko E ,PZ6 E �P2 - S E E ,P2� ' � � S'T,PEET L/GfiT � �'" Or�'1N/T�!'!�/V✓�- SEL/T. Gl S , . . . �4 �S/T/AE/EvOTA,�POo_f s/E6E.E S14NP,4WSEE c� i4EE • f Bl/5' .5TO�✓�/GN ,P26' S) S�"ET 3Of/6 sHEET,So � 9 __ 67 ' 6/ " 6✓�• ' S7 /00� 49� f' 8.5� iZ.s SAN BERNARDI NO ROAD FOOTHILL BOULEVARD 5EE �4B0liE DEFT GENERAL NOTES SIGNING AND STRIPING ��� 1. All details and dimensions for traffic signs VINEYARD AVENUE SCALE• 1' • 40. and the installation thereof shall conform to the Caltrans Sign Specifications, Traffic Manual,, and Maintenance Manual. 2. New and relocated signs shall be installed using green nonperforated Unistrut posts and anchor sleeves except as noted. Sign posts shall be 1-3/40x1-3/4" and of sufficient length to extend from the top of the sign(s) to between 6 and 8 inches into the anchor STRIPING AND SIGNING . N 0 T E S sleeve and provide 7 feet of clearance between finished grade and the bottom of the sign(s) . The anchor sleeve shall extend 1 to 2 inches above finished grade and shall be 20x2*x30" long. Post shall be attached to the anchor ® - 120 VIDE PAINTED SOLID MHITE LINE• sleeve utilizing Unistrut corner bolts or two Unistrut drive rivets at right angles to each 101 - INSTALL 4 ' WIDE PAINTED SOLID WHITE LINE other. Attach signs to post using drive rivets or other City approved techniques. Install R26, R26S, and Neighborhood Watch - signs on 12-foot U-channel posts when street light poles are not available. >, 0 - INSTALL PAVEMENT LEGEND AS INDICATED PER 3 . Painting_ procedures for striping and pavement CITY OF RANCHO CUCAMONGA TEMPLATES marker criteria shall conform to the Standard Specifications for Public Works Construction, 1988 Edition, and the following provisions: a. Paint and all details end dimensions for traffic stripes and markings shall conform to Caltrans Standard Specifications, Traffic Manual, and Maintenance Manual Qa 4,l DESCRIPTION OF REVISION DATE CI Tv unless otherwise noted. Pavement legends pFESS�o ' shall conform to City of Rancho � oq �y Cucamonga's maintenance stencils. ��oR G � Qo4� 2 CITY OF RC UCAMONGA Existing traffic stripes and markings that W W.24725 m do not conform to the plans shall be removed by wet sandblasting. LLr Exp 12/31/93 * 81 ON I NO AND STRI PI NO FOR: DR 88-11 lur IC itWI/93 C. The Contractor shall furnish the necessary OF CA SAN BERNARDINO ROAD control points for all striping and markings and shall be responsible for the EJ - EXISTING SIGN TYPE INDICATED TO REMAIN IN PLACE completeness and accuracy thereof to the satisfaction of the City. Engineer. j - INSTALL SIGN SHOWN ON MARKER POST ANDVINEYARD AVENUE f d. Spotting shall be completed and approved RR - REMOVE AND RELOCATE EXtSTING SIGN AS tNOtCATED. APPROVED BYs DATES �S prior to removal of any existing stripes. CITY ENGINEER.C.E. N0.22397 Existing stripes and markings shall be R� -- SANDBLAST ALL EXISTING LANE LINES ( REMOVE PAVEMENT MARKERS ), removed prior to painting new ones, but in no case shall any section of street be PAVEMENT LEGENDS, AND CROSSWALKS CONFLICTING WITH NEW STRIPING. SIGN VAN DELL AND AUNIATES, IPC. RE _::DED , left without proper striping for more than K.R. «•,••�•�•� L.MAIIIM a.�. 24 hours, or over weekends or holidays. J DRAM! �»a wn.n«R.w SHEET w�• o•• •raw P H. --3 _oF 5 E CHECKED Pb V1-I _ .Z- 'RCE 110 247257771 NO K.R. -GATE -2� 99 FILE 00 - SAN BERN./VINEYARD SIGNING 6 STRIPING - 453C26. 190]PF9 63801 1202 12-Apt-8o ;-= 4' G3r.01-i CONDUCTOR SCH D LE ' * INDUCTIVE LOOP "` ` z 1 T PHASE DIAGRAM CONNE_C , AND JOIN Wl r, AWG CIRCUIT m ® ® ' DETECTOR SCHEDULE EXIST 1 1 /2" C gp�'QO. GROUP A GROUP 8 90' NORTH OF T#3 P. 01 3 3 3 6 u�T DETECTORABANDON EXISTING 90 I 02 - 3 3 1 1 1-� EXISTING CURB 22� SECTION OF 1 1 /2" C Z 08(FU 03 3 3 - 3 2 2-s-�2 1"i � 04 - - - 3 21 i-N-�6 (REMOVE CONDUCTORS). -► 05 - 3 - 6 2 2-" EXISTING PULL 8 #3 INSTALL 6 PAIR X19 TNTC. 01 02 03(future) 04 f 0fi - 3 3 6 t i-E-�4 FSCALE: 1"=20' ! BETWEEN CARNELIAN/VINEYARDN3EXISTING R/W & SAN BERNARDINO/VINEYARD - - - - -- 04 FU T. 07 - - 3 6 # 2 2-E-44 , , 08 3 3 - 3 1 1-WI-08 2"C (EXIST) IDLC � .1-w- FUT.) (APPROX. 800 ),REMOVE EXISTING �\ 02 PED 08 2 2 - 2 4 2 2-IN-� PROPOSED SIDEWALK o EXIST.EDGE E 2" C 1 DLC TNTC. CABLE. A . , 4 04 PED - 2 - 4 - -r z6 OF PAVEMENT ° ' ' �5 07(future) �8 06 PED - - 2 4 5 1 1 S-+6 PROPOSED PARKWAY o „ 08 PED 2 2 2 4 2 1-N-�1 s' � � � /EXIST 2 C, 2 #8 02 PPB 1 1 - -E-H(1-E-07FUL) G �3= 30, 2X10 & 2 #12 3 6 2 3-E- 1-E-�3fUT. n 04 PPB _ 1 - 2 ) PROPOSED STREET TREE _ -VANE$, 10' vARIE:, 1 V EXIST. - 06 PPB - 1 2 s - ALL DETECTOR UNITS SHALL BE SHELF MOUNTED X6� 2 C, 3 DLC, �� 08 PPB 1 1 1 2AND HAVE CALL HOLD AND DELAY CAPABILITIES. 2"C, 3 DLC 2 w- - II FH 4 $ 6 PAIR #19 PPB COMMON 1 1 1 21 SPARES 3 6 3 3 ALL DETECTOR UNITS EXISTING rj E�1 RLI t `,s TOTAL 19 31 19 65 #12 ISNS 2 2 2 - CONDUIT PROPOSED R W AB -EXIST © - j SIGNAL COMMON 1 1 1 2 ING �' PROPOSED CURB 110 LUMINAIRES 2 2 2 - EXISTING CURB *4 �' TOTAL 3 3 3 2 EXISTING R1N R ERVICE ' .� r 1 . y 01 FUT. 03 - - 1 1 j 04 - 2 - 2 � re _�- ((PROP.) � DLC 05 1 1 - 1 R ;` 06 �- T�Qe 8 06 . - - - 2 v� 2 e5 0 FUT. 07 - 1 - 1 - _ __ - �� --- - - 2 2 = AVE. VINEYARD _ 06 3 6 3 12 6. r Toi , MUM )UM WDED N `eyTERCONWCT 1 — — -- ^ �' f' ( 02 CA$E 6 PAR! 9 PULL ROPEBCR CONDUIT SIZE 12viEl 2y E 271N 23 - 225 POLE SCHEDULE ✓ rPOLE DATA SIGNAL H.P. SOD VAPL MOUNTING PED. PUSH BUTTON POLE LOC TION IS 7A QUAD. - INSTALL NEW CONDUCTORS _ _.____--- , . _-- � � •8 � � M.A. M.A. A H. M.A.M. . E - EXISTING 3 _. _ - r 2 1 19-4-80 30' 30' 15' 200 SV-2-UM 2MAS SP--1- CS 4 S 3' - 2.5 Son Berr -r o doo N- INSTALL NEW CONDUIT >,. �-- O 1-A 10' - - - TV-1-UM - 5P-1-CS _2 W - 8' 2.5' EX. 1 C, EXISTING 1 1/2 C, 26-4-80 30 O'(40'fut) 12' 200 SV-1-UM MAS SP-1-CS W 16' -- 2.5' Vine t EXISTING R/W 1 DLC ` - ® 2-E-'4 3 DLC 4 1-A 10' - - - TV-1-UM - SP-1-(,5 8 N - 16' 2.5 EXISTING CURB4 EX 2" C, 3 DLC 24-4-80 (N) 30' 35(N) 15'(N) 200(R) SV-1 2MAS(R SP-1-CSR) 8 (R) N _ 10' 2.5' San Bernardino R) EXISTING 1 C, 1 DLC O 0 r- 1-A(R) 10' - - - TV-1-U - SP-1-CS R) 6 (R) E - 2.5' CONSTRUCTION NOTES: J - 24-4-80 * 30' 2gQ6fu1) 12' 200(R SV-1- UM MAS SP-1-CS 6 F 18 ' 2.5 Vine ord AVE 7900 F11 RELOCATE POLE © COMPLETF i I 1-A 10 - - TV-1-UM - SP-1-CS 4 - 17 1 2.5 - s.' ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED 11 F2� kEMOVE EXISTING VEHICLE HEADS, BACKPLATES, PED. PUSH BUTTON, , ' (R RELOCATED PEDESTRIAN HEAD, ILLUMINATED STREET NAME SIGN, 4 , ' 33'. (N INSTALL NEW COMPLETE LUMINAIRE AND R34 SIGN FROM EXISTING _ * EXISTING MODIFIED SHORT MAST ARM. FUTURE LONGER MAST POLE AND MAST ARM AND INSTALL ON NEW POLE �, EXISTING R/W ARM AS INDICATED ON SCHEDULE AND MAST ARM. SALVAGE EXISTING POLE (19-4-80) C:>z+ { { AND MAST ARM. 3-E-0 o PROPOSED R/W 0 1-E-07 FUT.) EXISTING 1" C, 1 DLC ALL SIGNAL HEADS SHALL BE 12 LENSES ON MAST (� ARMS, FOR EXISTING AND ULTIMATE LEFT TURNS, Q , EXISTING CURB' AND AS OTHERWISE NOTED. z ® REMOVE AND SALVAGE EQUIPMENT Lid m 3 u REMOVE AND REUSE EQUIPMENT Z ® ABANDON. IFAPPL IED TO CONDUIT, REMOVE CONDUCTORS Q t-E-04 DESCRIPTION OF REVISION DATE am APPROWD ® CONNECT NEW AND EXISTING CONDUIT REMOVE EXISTING U) CITY OF* RANCHO CUCAMONGA CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED DR 88-11 TRAFFIC SIGNAL MODIFICATION PLAN RELOCATE EOUI PMENT _ SAN BERNARDINO RD. & VINEYARD AVE. QQOF ESSION R.G i^y APPMED 8Y : DATE CITY ENGINEER R.C.E. No. 22397 W ND.2472r, • * Exp 12/31/93 DESIGNK R VAN DELLAND AMOATES. w':. RE WmFNDED ., rFOF CALxk DRAWN 17M---WMT POW SHEET P H a U7 4 004)ham,... 4 _ of 5 _ ' CHECKED „,� NO24725 DRA NG NO 37 -s DATE �'�s-f��f FILE NO 4 GENERAL NOTES GENERAL NOTES ICONTJ i. TRAFFIC SiGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE AND STANDARD SPECIFICATIONS DATED JANUARY, 1988, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. "P" CAB. THE SPECIAL PROVISIONS. SECTION ' tL OF DOUBLE YELLOW UNE 7. PULLBOXES SHALL BE N0. S AND CONDUIT 2-NIGH RIGiD METAL, EXCEPT AS SHOWN. OR MEDIAN CURB FACE 2. TRAFFIC SIGNS, STRIPFS, MARKERS AND LEGENDS PER CALTRANS TRAFFIC SiGN SPECIFI- CATIONS, TRAFFIC MANUAL. MAINTENANCE MANUAL,AND STANDARD SPECIFICATIONS.CONF S. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CiRCU1T BREAKERS FOR SIGNALS "P" CAB-,/ ; LEFT TURN LANE PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL SIDEWALK ' `' 0 30' 15' 10' 3. PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC IN ADVANCE OF NEED. SEE SERVICE WIRING DETAIL HEREON. ow N WORKS CONSTRUCTION, 1988 EDITION. ' 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUiDELINE ONLY. IT MALL RAN •ECTION 0 4. LOCATE ALL SUBSTRUCTURES PRiOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTiL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED 8-WHITE TURNING LANE LiNE to * CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR FOR THE INTENDED OPERATION. w SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY - 2" THRU LANE J COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- UTILITY COMPANIES PHONE NUMBERS 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. 714 947-8269 Do C-4cv UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA GAS CO. 800 422-4133 .AP I * ARE NOT SHOWN ON THESE PLANS. GENERAL TELEPHONE CO. 800 422-4133 "P" * PACTEL 800 422-4133 SECTION ' 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRiOR CUCAMONGA COUNTY WATER DISTRICT 714 987-2591 • CAB , 4" LANE LINE - ''� TO FiNAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR WATER AND SEWER •. THRU LANE � LAYOUT. UNDERGROUND SERVICE ALERT (800) 422-4133 slurwAy"P" CAB. Z SIDEWALK 10" RAN SECTION _ J 4 LANE LINE OR 8"-,,p O TURNING LANE LINE 3 w N I N EXiST. C t 6 THRU OR RIGHT 10" 0 E. C.R. TURN LANE so . c� W "P" CAB. wpm. W g- O SECTION o CAB 4 , SIDEWALK r r TOP OF CURB FACE 1 -VARIES J .�: O + O +G RAN WCTION cc ' U m TYPE 'P' CABINET FOUNDATION AND LOOP DETECTOR PLACEMIENT POLE LOCATION__CODE PAD DETAIL REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FIELD) -- TO ADVANCE DETECTORS DETAIL 1 DETAIL 2 DETAIL 3 TIGHMOUNTED EED IN A RAIN PEU SEE P.E.U. U04T MOUNTING DETAIL » » ENCLOSURE FABRICATED r-, 96 OR 72 AS REQUIRED FROM ZINC COATED 1 1 NEUTRAL BY LEGEND 8 LETTER SERIES SHEET METAL AS PER NEC TO 120 V SIGN OR LIGHTING SERVICE PE UNiT - BREAKER(S) I I TO I.S.N.S. It! SUP FITTER TO SPOT 125V t2A I I S.P.S.T. RELAY CONTACTS s NVE 125V-AC 15A COIL 125V v MATCH TOP OF SWTCH AUTO C_ v _ J SIGNAL STANDARD TEST (NO OFF) A ` AC 5000 OHMS - rch b Id 'gin map, O 0::_ L----- --J CONTACT ENCLOSURE P.E. UNIT MOUNTING TYPE n PHOTOELECTRIC DETAIL CONTROL WIRING DIAGRAM WHITE LOGO OR LEGEND ON GREEN BACKGROUND 125 AMP METER P.E.U. I.S.N.S. LEGEND DETAIL SAMPLE ONLY SAFETY SOCKET DETAIL 4 r-SOC KET TEST BLOCKS ,.-REMOVE-NO , CONNECTION No.7 REVISION APPR. DA TE REMOVE , CITY OF RANCHO CUCAMONGA r- ONNECT I � (CONNECT - TRAFFIC SIGNAL PLANOh °R�-� ----- --- -- ----r'�-�EMOVE-NO ------ SAN BERNARDINO RD. a@VINEYARD AVE CONNECTION 30 AM 50 AMP. •A N rB I/O EQUIP UNMETERED GENERAL INFORMATION AND DETAILS oQRpf ESS/pti . 1/0 SERV. 15 A P. GROUND ��` V R GOq� c^y APPROVED BY DATE S GROUND - $ 247?5 CITY ENGINEER R.C.E. N0. k2397 C-1 NoTO I.S.N.S. TO CONTROLLER Tp � E� 12/31199 T — � DESIGN VAN DELL AND ASMIATES, INC. RE ENDED PHOTO ELECT. LUMINAIRES ��7 VL.Adolph Adh� cN� ��* T. M. . .p» °1r"ONtNO°" u�.u..a. CONTROL IE OF CJ►Lw�Q DRAWN "WIN" 10`1aw 4 O1• "~"" SHEET SERVICE "11140 T.M. 5 OF�_ CHECKED r." A �CIE N0. 24725 DRAWING NO. DETAIL 5 K.R. DATE s -2f S FILE NO. - �� s