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HomeMy WebLinkAbout1833-S CONSTRUCTION NOTES GENERAL NOTES O1 INSTALL 4" SOLID WHITE STRIPE PER CITY STD. 133 1) ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND F. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS STANDARD THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT Q INSTALL 4" SKIP WHITE STRIPE PER CITY STD. 133 SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD STRIPING AND MARKINGS. PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED OR 3O INSTALL 4" SOLID DOUBLE YELLOW STRIPE PER CITY STD. 133 DIRECTED BY THE CITY ENGINEER. G. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). ® INSTALL 6" SOLID WHITE STRIPE PER CITY STD. 133 2) PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO 5 0 INSTALL 6" SKIP WHITE STRIPE PER CITY STD. 133 INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED.SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) AND THE © INSTALL 8" SOLID WHITE STRIPE PER CITY STD. 133 FOLLOWING PROVISIONS.: H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. INSTALL 12" SOLID WHITE STRIPE PER CITY STD. 133 A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, (S.A.E.) UNLESS OTHERWISE NOTED. I. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS ® INSTALL PAVEMENT MARKERS PER CALTRANS STD. DETAIL 40A OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE SATISFACTION OF THE CITY ENGINEER. Q9 INSTALL PAVEMENT ARROWS AND MARKINGS AS SHOWN PER REMOVED BY WET SANDBLASTING CALTRANS STD. PLAN A24A TO A24E J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH C. ALL CONFLICTING TRAFFIC SIGNS SHALL BE REMOVED AND SALVAGED. ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE ® INSTALL INDICATED SIGN AND POST PER CITY STD. 401 -B WITH CITY AND STATE STANDARDS. D. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE INSTALL INDICATED SIGN ON STREET LIGHT POLE PER CALTRANS STD AND COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN MARKINGS. ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY © INSTALL TYPE "H" PAVEMENT MARKER PER CITY STD. 13 TRAFFIC ENGINEER. E. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL © INSTALL STREET NAME SIGNS AND POST COMPLETE. BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. 3) TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-B. m r INSTALL "BIKE" "LANE" PAVEMENT LEGEND PER CALTRANS STD. PLAN A-24D WITH 10' SPACING INSTALL "SIGNAL" "AHEAD" PAVEMENT LEGEND PER CALTRANS STD. PLAN A-24D WITH 40' SPACING * TO BE INSTALLED AS PART OF TRAFFIC SIGNAL E-4 - -_ w (FUTURE) W SCALE: 1" = 40' E-� I "G" STREET I , I III I I III III 114' 13' 10 13' 14' 5I I I I I � ISI III III t �► DAY CREEK R18-1 R18-1 BOULEVARD R18-1 R18-1 1 R26(S) R26(S) 1 *W17 R26(S) 1 1 R26(S) 1 R26(S) CD A R81 - --- - -- - - - - - - Ln- SEE CHURC STREET L'J 160 _ _ _ _ _ N J I 160 _ _ _ N - SIGNING AND S RIPING PLAN ' 9 100' g ' 100' — 6 — — — — — — — — * — 4 * — 100'Lki 006 — — 100 � * 7 1 100' LLJ `n — — — — — 1 " — — — — * * 4 100' 1 `n — — 5 2 O Q 10' g '� 260 6 9 *ERE * R1O(RT) 10' — 0 O - - - - - - - - - - TO - -- - - - - - - - - - - - - _ - - - - - - - - - - - _ - W O 3 0 TYPE K 350' TO ;� 10' ;� ;� O —X-WA 100 R10(RT) — — — — — — W O — 1 100' SEE CHURCH STREET r 4 25' 1 9 6 285' 9 r 4 _ SIGNING AND S RIPING PLANpa � U >_4 — — — — — — — — — — R81 `n - Q A I G7(G STREET) R18-1 1 R86( S) 11 R26(S) R26(S) 11 R26(S) 1 R18-1 � / I R26(S) VV�%vvvv I I I i I � II III 18' 13' 0' 13 14'f) I III III I ( "G" G STREET (FUTURE) NO. DESCRIPTION OF REVISION DATE �an ItovEn: CITY OF RANCHO CUCAMONGA SIGNING AND STRIPING PLAN DAY CREEK BOULEVARD �oQ'OESS/pNq� STA. 82+00.00 TO STA. 105+00.00 `= Z APPROVED BY: DATE: c� No. 48921 CITY ENGINEER RCE: 24953 * Exp. 9-30_04 * DESIGN RECOMMENDED LJNSCOTT 234 EAST COLORADO BLVD. C \Q YC ' w,A' SUITE 400 A CA�`F DRAWN LJ1�►�I Phone (26 A796'101 2322 SHEET GREENSPAN Faz (626) 792-0941 YC 16 OF CHECKED 48921 DRAWING NO. E N G I N E E R S I:\design\6188\p6188g2.dwg LDP 17:47:57 04/17/2002 chu — R.C.E. NO � DS DATE r 62 FILE NO J 1 G7(G STREET) 1 R26(S) DAY CREEK 1 R26(S) 1 R26(S) 1 R26(S) 1 R26(S) BOULEVARD 1 R26(S) R26(S) Ln Ll 00' S - - - - - -+— — - - - - - 4 - - = - - - 100' - 4 - - - - -�= L j W _ _ _ L - -� - -L - - - - - - = ^ - - - 100' =Z<D - - - 1 - - -+= m O O = �— i� i� g 6 ih W O O � TYPE K 1 9 W O O W o - - - - - - - - (n + O LLJ O + (nW O � O _ _ - - -�--- - —� -� - - - - - - - - - 100' E K - �_ - - - - Z_ O W _ ---+--- - ---�- -� - - - - - - - - � 100' 1 = - —+-- = J Q hQ- J 4 - - - 100 - - 9 6 160' 9 4 200' (> � _ - r - - Q FU- U) N Q un 11 G7(A STREET) 11 R26(S) N 11 R81 S 1 R26(S) ;1R26(S) R26(S) ( ) R18-1 0 11 R26(S) 1 R18-1 R26(S) I ' I SII III CONSTRUCTION NOTES III SII I1 � Q1 INSTALL 4" SOLID WHITE STRIPE PER CITY STD. 133 I I I I f I I Q2 INSTALL 4" SKIP WHITE STRIPE PER CITY STD. 133 A STREET Q3 INSTALL 4" SOLID DOUBLE YELLOW STRIPE PER CITY STD. 133 (FUTURE) GENERAL NOTES ® INSTALL 6" SOLID WHITE STRIPE PER CITY STD. 133 or 1) ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND F. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY Q5 INSTALL 6" SKIP WHITE STRIPE PER CITY STD. 133 _ . - THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS STANDARD THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD STRIPING AND MARKINGS. © INSTALL 8" SOLID WHITE STRIPE PER CITY STD. 133 PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER. G. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD 0 INSTALL 12" SOLID WHITE STRIPE PER CITY STD. 133 SCALE: 1" = 40' SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). 2) PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO ® INSTALL PAVEMENT MARKERS PER CALTRANS STD. DETAIL 40A INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) AND THE 9O INSTALL PAVEMENT ARROWS AND MARKINGS AS SHOWN PER FOLLOWING PROVISIONS.: H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE T PLAN A24A TO A24E I I INSTALLED IN ONE COAT AND BE 10 MIL THICK DRY N CALTRANS SD LA , U LESS OTHERWISE NOTED. I I A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, INSTALL INDICATED SIGN AND POST PER CITY STD. 401-B I S.A.E. UNLESS OTHERWISE NOTED. I. UNDER NO CONDITIONS SHALL ARA WAY 0 D BE LEFT OVER NIGHT WEEKENDS I I I OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE INSTALL INDICATED SIGN ON STREET LIGHT POLE PER CALTRANS STD I B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE SATISFACTION OF THE CITY ENGINEER. © INSTALL TYPE "H" PAVEMENT MARKER PER CITY STD. 13 2 REMOVED BY WET SANDBLASTING J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH i C. ALL CONFLICTING TRAFFIC SIGNS SHALL BE REMOVED AND SALVAGED. ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE © INSTALL STREET NAME SIGNS AND POST COMPLETE WITH CITY AND STATE STANDARDS. i, D. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE m r INSTALL "BIKE" LANE" PAVEMENT LEGEND PER CALTRANS STD. PLAN AND COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN A-24D WITH 10'' SPACING 16' 11' 11' 11' 11 12'111'111' MARKINGS. ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY INSTALL "SIGNAL" "AHEAD" PAVEMENT LEGEND PER CALTRANS STD. PLAN I TRAFFIC ENGINEER. _ ' I. E. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL A 24D WITH 40 SPACING 1 BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. 3) TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401 -B. * TO BE INSTALLED AS PART OF TRAFFIC SIGNAL O I I I DAY CREEK R26(S) , 4' y BOULEVARD G7(A STREET) 1 R26(S) R81 1 R26(S) _ SEE BASE INE ROAD EX. R18-1 ----- SIGNING AND $ IPINO PLAN in Lli oil 9 _ _ _ _ _ - - 4 - ._ - - _ CONST. 0 9 100' REMOVE O m + -1 - - � - - - - �y Li 0 100' - - O I W O W N TYPE K 3 - �� o N REMOVE 265' O W o ��s, a �- - g 1 .38' � 6 REMOVE 9 + - 260 --�—- - _- - - - - - - _ - - - -- - - - ----- --- - - ----- W - - -L 350' TO 9 �+ 6 9 10 - - ,Q\194 I O Z o7 - - - Z X-WALK * • . N -� * * - - - - - - - 100' 7 I, �� - - F- - - - - - - - I W � - - - - - - - 100' 1 0 - - - 6 w - - - - - - - U _ T - 100' *- 1 9 270' .I N o ~Q W17 * SEE BAS LINE ROAD SIGNING ANIJ STRIPING PLAN in I 11 R26(S) R 18-1CITY 1 R26(S) 11 R26(S) R18-1 h N0. DESCRIPTION OF REVISION DATE APPstoMED: W 1 1 1 CITY OF RANCHO CUCAMONGA z 1'� I'll 1of 11' 11' 11' 11' 16' t SIGNING AND STRIPING PLAN iI � II 2' DAY CREEK BOULEVARD oQ�OEESS/pN�l STA. 82+00.00 TO STA. 105+00.00 APPROVED BY: DATE: I No. 48921 CITY ENGINEER 01RCE: 24953 I * Exp. 9-30-04 * DESIGN RECOMMENDED 1 234 EAST COLORADO BLVD. I �q� c/0- F \P YC LNSCOTT SUITE 400 LAW AW � PASADENA, CA 91101 I I OF CAl DRAWN /1�Y Phone (626) 796-2322 SHEET GREENSPAN Fax (626) 792-0941 YC 17 OF E N G I N E E R S CHECKED i+G48921 DRAWING N0. I:\design\6188\p6188g3.dwg LDP 17:52:10 04/17/2002 chu R.C.E. NO A (1 DS DATE 1 FILE NO �H%ecf 6hect / 7 PF GENERAL NOTES GENERAL NOTES (CONT.) 3' -1 1. 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 JULY, 1992, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. THE SPECIAL PROVISIONS. A » N 7. VEHICLE INDICATIONS SHALL BE 120, PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL SECTION R CAB. 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECT— EXCEPT AS SHOWN. ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LED. Pn OF DOUBLE YELLOW UNE FICATIONS. TRAFFIC MANUAL MAINTENANCE MANUAL AND STANDARD SPECIFICATIONS. RM CONFO OR MEDIAN CURB FACE PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS ---- - -- _ (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER "R" CAB. 91o �`' LEFT TURN LANE 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDUUNG WELL SIDEWALK ' ' 30' 15' 10' WORKS CONSTRUCTION, 2000 EDITION. IN ADVANCE OF NEED. SEE SERVICE WIRING DETAIL HEREON. 5'X6' 5'X6' 5'X6' 5'X6' in o * cn 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL PLAN SECTION F- CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED 8"WHITE TURNING LANE UNE a SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTIUTY FOR THE INTENDED OPERATION. = W COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- 2, THRU LANE z STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONE NUMBERS SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDISON CO. 10' i� v ARE NOT SHOWN ON THESE PLANS. (CONTACT David Quczada ) 909) 357-6240 +► — SOUTHERN CALIFORNIA GAS CO. 800 422-4133 1 _ QASE 2 04 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR VERIZON 800 422-4133 CAB SECTION TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR PACTEL 800 422-4133 ,.� 4" LANE LINE `° LAYOUT. CUCAMONGA COUNTY WATER DISTRICT 909) 987-2591 (WATER AND SEWER) SIDEWALKr ' _ THRU LANE =° W UNDERGROUND SERVICE ALERT (800) 422-4133 "R" CAB. _ { z SIDEWALK ' _ 10' - -j PLAN SECTION o q 4 LANE LINE OR 8" O CURB TURNING LANE UNE w EXIST. C & G ( I iv THRU OR RIGHT 10' o E.C.R. ASE 2 TURN LANE ,► v W ST �"R" "R" CAB. SECTION CAB 1. 5' �cn `V 6 » 8» U C_ 6»L C � » 4. W 2 -E< SIDEWALK t TOP OF CURB FACE 1 Q - " 141) » »B» j="B" l 1 0409- 4 - +- - VARIES I� tl f O + 1 O �V PLAN SECTION CU m TYPE "R" CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE I.I.S.N.S. LEGEND DETAIL PAD DETAIL REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FIELD TO ADVANCE DETECTORS REMOVABLE PLANS FOR THE MODIFICATION & CONSTRUCTION OE STEEL CAP ARM LENGTH 60" 24- "SIGN TAB-—7\, - TRAFFIC SIGNALS AND SAFETY LIGHTING DETAIL 6- AT BLVD -, SINGLE INPUT COUPLING EMERGENCY VEHICLE Day Creek OPREEMPTION DETECT OR DAY CREEK BOULEVARD & B LINE ROADR SIGN WIRING (NIPPLE dr: 6'-0" CONNECTORS BY OTHERS) OR J 6 " " _ ,.5 TO DAY CREEK BOULEVARD 8c CHURCH STREET s � ASTRO Mini—Brac AB-0155—L OR NOTE: LB CONDULET, STO CABLE, HANGING REDUCER HARDWARE do SIGN BY OTHERS AB-0132—L MOUNT OR ARM TUBE SIZE GENERAL NOTES APPROVED EQUAL LENGTH END O.D. x BASE O.D. x THK. � SIGNAL POLE 8'-0" 2 3/8' x 3 1/2- x 11 GADWI Steel of 48,000 psi minimum yield after fabrication MAST ARM 547 PLATES —TR71eei ASTM A-36 Steel&. FLANGES (ONE WAY / ONE OUTPUT) BACK CLAMP PIPL ASTM A-36-0 I W/4 BOLTS AIA IFA ' T �yp Ayf►r(/E (ASTM A-307) BLM WE )S GrNnd flushwith base metal LONGIIUDINk All welds shall conform to AWS D1.1 weld SIGNAL POLE WELDS specifocation EMERGENCY VEHICLE DETECTORS vrro ''' Mc LANE DIAMETER AT 24' ABOVE �{ FINISHED GRADE SMICTURI: Hot dip golvonized per ASTM A-123 Hot dip galvanized per ASTM A-153 MSE LITE d AtiNO 1.It CLAMP STRUCTURE & In accordance with the pec'ication for Structural FIARDWARE Supports of F�9hwwaayy Signs, Luminares and Traffic Signals. AASF{TO 1994 WELDING In accordance w -Specification for Structural >. 1 1 of hwvy s Luminares and Cfd/AICFf S71'lfFf /Y DIA SuDP CITY DEBURRED Traffic Srgna►s�0 t994 NO. DESCRIPTION OF REVISION DATE APPROVED: SIGNAL POLE HOLE IN CLAMP � 5 DIS HOLE IN , A CITY OF RANCHO CUCAMONGA LAMP PP C SU LIED r WITH A TYPE 'F' � _ _ 1,090RM PMRK " AbT ro SOILE –16UNC BLUNT DA + POINT TAPPING 3" C SIGNAL PLAN SCREW (PILOT HOLE RAD. (HOLD) TO BE FIELD AS REQ'D. F00"ALL BOULEW W DAY CREEK BOULEVARD DRILLED) _ NOTCH OR DRiLL 1' DIA. HOLE RAP. W GROMMET 4 — —R VICINITY MAP FOR DRAINAGE / 4 i 2 (FIELD DRILLED)Fn IN POLE � DIA. DRILL CLAMP DETAIL SIGN TAB DETAIL GENERAL INFORMATION AND DETAILS dFESSI QR O �`Y APPROVED BY: DATE: - �- GILL ' Y ��► ��•�� CITY ENGINEER �1 � ,, ��, ,�l,1��,i. , ,�C � L-� L � , RCE. 24953 HORIZONTAL IISNS MAST ARM 3-31-03 c� � DESIGN ±':AN PREPARED BY RECOMMENDED � * * YC CITY OF RANCHO CUCAMONGA A�-5- No. 42156 1 J� !' TVI N � � DRAWN 0500 CIVIC CENTER DRIVE SHEET C I V I` � RANCHO CUCAMONGA, CA 91 730 f�F C A`�Eo YC / JLA 18 of 20 CHECKED DRAWING NO. R.C.E. No�– DATE FU NO /eat CONDUCTOR CABLE SCHEDULE CABLE OLE I PHASE 1 2 3 4 5 6 j&ja1AjA S.C.C. TYPE 1 2 3 4 5 6 9 1 _.. 1 -- - - DETECTOR SENSOR TABLE 1,6,7,6P 1 1 1 1 - - - 1 1 - - - #8 Service B 3,4,8 4P — 1 1 1 — #10 Common — — — — — — — — — — — — r Q SENSOR DETECTOR LOOPS PER CONTROLLER C 3,8,8P - - 1 1 - - - 1 1 - - - 10 Luminaires 2 2 2 2 2 2 2 4 - - - - '� N0. CHANNEL CHANNEL INPUT 5,6,7,6P - - - 1 - - - 1 1 - - - 12 I.I.S.N.S. 2 2 2 2 - 2 2 2 - - - - NX 1 1 -N - 01 1 1 R 12 R 12 2,3,5,2P - - - - - - - 1 1 - - - 3 20 EVP 1 1 2 2 - 1 1 4 4 - - - 1 12C F 4,7,8,8P - - - - - 1 1 1 - _ - 12pr #19 sic - - - - - - - - - 1* - - 1 2 1 -S -�5 1 5 " " G 4,7,4P 1 1 1 1 6pr #19 SIC W 1 2 -N - 01 3 9 Y 12 Y 12 . H 1,2,3,2P - - - - 1 1 1 1 1 - - - - Telephone - - - - - - - - - - - - 32' 20 2 2 2 -N -06 4 14 w N I - - - - - - - - - - - - - 01 - - = 2 - - - 2 2 - - - 2. 2 1 1 -N -06 3 6 G 12 G 12 J - - - - - - - - - - - - - 02 - - 3 3 3 3 3 ti t I 3 2 1 -S -02 3 2 TOTAL 12C 1 2 3 4 1 2 3 8 8 - - - 03 - - - - - - 2 2 2 - - - - - - - - - - - - - - - 04 - 2 2 2 - - - 2 2 - - - `I o I 1 2 -S -05 3 13 (+A 12" A 12" — c� l I m 4 - - - - - - - - - DLC 05 - - - - 2 2 2 2 2 - - - I I 2 2 -S -0 4 10 C - - - - - - - - - - - - - 06 - - - 3 - - - 3 3 - - - II 1 3 -N -06 4 14 - - - - - 07 - 2 2 2 - - - 2 2 - - - INSTALL 1-1/2-C, N 5 A 12" A 12" I I OD 2 3 -S -02 4 10 - - - - - 08 - - - - - - 2 2 2 - - - 1-DLC I F _ - - - - - - - - - - - - TOTAL DLC - 14 4 9 5 5 9 18 18 - - - , lI 14. 1 1 13' 1 1 1 -E -03 1 3 G _ _ _ _ _ _ _ _ _ _ _ _ _ CONDUIT SIZES 2" 3" 2" 3" 2" 3" 3" -3 -3 2" - - I 6 2 1 -W -07 1 7 IPA" " H - - - - - - - CONDUIT SIZED FOR FUTURE TOTAL OF 3 7 I 1 2 -E -03 3 11 DETAIL DETAIL B 7 2 2 -E -08 4 16 TOTAL 5C - - - - - - - - - - - - I I N ` 8 1 1 -E -08 2 8 4PPB 1 1 1 1 - - - 1 1 - - - li 2- -04 (BD 6PPB - 1 1 1 - - - 1 1 - - - 9 1 2 -W -07 3 15 C 6PPB - - 1 1 - _ 2 2 -W -04 4 12 8PP8 - - - 1 - - - 1 1 - - - 8 11 .� .___ - - - - - - - 1 1 - - - 8PP8 INSTALL 1-1/2-C, © 10 1 EVP 01 do 06 EVP 3 3C F 2PPB - - - - - - 1 1 1 - - - 4-DLC L � 2 EVP 02 ac 05 EVP 4 No"r G 2PPB - - - - - 1 1 1 1 - - - I - - - - _ __ CR=35' 1 EVP 03 do 08 EVP 5 Scale 1' = 20' H 4PPB - - - - 1 1 1 1 1 - - - I' , 08 - 11 2 EVP 04 do 07 EVP 6 - - - - - - - - - - - - - CR=35' © 1 _ I DETAIL "A" —6 I * EVP DISCRIMINATOR INSTALL 1-1/20C. �� P INSTALL 2"C, 1-DLC TOTAL 3C 1 2 3 4 1 2 3 8 8 - - - I 1 bd3 08 08 IN DLC ALL CONDUITS ARE NEW I + 6( O BOULEVARD 4P 6P 06& - - - - - - - - - 03 -5A DAY CREEK 0 6 I DETAIL "B" 05607 � � - 06& 1 - 07 1 —� — — WATER — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —WATER- — — — — — — — — — — — — — — — — — — — — — DETAIL A" i 06 \ I 06 01 I � � Co f` 4 I I X11' RC BOX06 I 1 X57. M m I X-WALK � 01 _ 2-N-01 -N- 1 - 1-S-05 0 2S-05 1 05 � I I T 257' 0 N I X-WALK s I - C4 - - -- - -- -- ' sEwER -- -- - I -- -- -- - -- ---- 2- N I r- I I cv 4 i � I I oD I 02 05 I I 02 1 2 i r N = DETAIL A■ ■ r � I I 2w C 2#8(SERVICE) C C C C 02& to I 03I ca _ I 3 7685 DAY CREEK BLVD 01 w N ( ) ac0 MAS-5Ai D TAIL B P 1 M _ 04& E 2 C3 1 LIGHTING - . I. a ). 07 2 12 LLS.N.S. I 6 2p 4 5 8P ■ _ I INSTALL 2 C 5 DLC � U INSTALL 1-1/20C, O 04 ( 041-DLC DETAIL wAm + I I INSTALL 1-SIC TO CONTROLLER ——— AT BASE LINE ROAD IN 7 CR=35 COMMUNICATION CONDUIT _ SIGNAL PHASE DIAGRAM ,L BY OTHERS. CR=35 0 2 3 © 1 11' INSTALL 2"C, I I 4-DLC CONSTRUCTION NOTES - __; 0-L + 1 p FURNISH AND INSTALL ECONOL.ITE ASC/2S SYSTEM CONTROLLER AND ECONOLITE 16 5 6I CHANNEL MMU, TELEMETRY INTERFACE PANEL, SM66 TERMINAL BLOCK, ECONOUTE f -' 7 OL I I 12- 08 ASC/2M MASTER CONTROLLER, DIAL-UP MODEM AND SDLC CONNECTING CABLES NTH DETECTOR SENSORS AND AUXILIARY EQUIPMENT INCLUDING A CLARY BATTERY BACKUP UNIT IN A TYPE "R" CABINET PER THE SPECIAL PROVISIONS. INSTALL CONTROLLER w I CABINET ON FOUNDATION NTH PAD PER CASE 3 PER DETAIL ON THE TITLE/DETAIL * PROTECTED/PERMISSIVE LEFT TURN PHASES, WIRE ► I SHEET. EXACT LOCATION SHALL BE VERIFIED BY THE ENGINEER. aTY CABINET FOR ASSURED ANTI-BACKUP TO PHASES 3 do 7. I NO. DESCRIPTION OF REVISION DATE ' I 18' � 13' 10' 14' � FURNISH AND INSTALL NEMA ENCLOSURE ON SIDE OF CONTROLLER CABINET FOR �` I + TELEPHONE TERMINATION PER CITY STANDARD PLAN 408. POLE SCHEDULE 1 IvF31 FURNISH AND INSTALL TYPE III-BF SERVICE EQUIPMENT ENCLOSURE WITH (1) 50A-1P CITY OF RANCHO CUCAMONGA STANDARD MAST ARM HPS SIGNAL MOUNTING PPB BPB** I.I.S.N.S. POLE LOCATION I CIRCUIT BREAKER FOR METERED SIGNAL, (2) 30A-1P CIRCUIT BREAKERS FOR NO. TYPE SIG LUM WATTS MAST ARM POLE PED 0 ARROW 0 ARROW * LEGEND C B E I l UNMETERED LIGHTING AND (1) 15A-1P CIRCUIT BREAKER FOR METERED I.I.S.N.S. SEE TRAITIC SIGNAL PLAN I I SPECIAL PROVISIONS AND CITY STANDARD 407. pn 26-4-80 45' 15' 20OW 3-MAS SV-1-T SP-1-CS 04 f- Church 122OD 3' - 3' ® 15 — 12' 20oW — SV-2—TA SP-1—CS Os 046 f— - 3' 3' — I W FURNISHAILND INSTALL SINE INPUT EVP OPTICAL DETECTOR ON SIGNAL MAST ARM. DAY CREEK B 1 1SEE © 26-4-80 40' 12' 20OW MAS-5A/MAS SV-1-T SP-1-CS 06 f— Day Creek i6W 3' - 3' ( ' 3 46' 32' AND ® 15 - 15' 200W - SV-2—TA SP-1—CS 08 —� 068 � - 3' 3' - v 5❑ FURNISH AND INSTALL R73-7 SIGN (36"X36") PER CALTRANS STANDARD ES-6T. 26-4-80 45' 15' 20OW 3-MAS SV-1-T SP-1-CS 08 f- Church 12D 3' - 3' CHURCH STREET 0 15 - 12' 20OW - SV-2-TA SP-1-CS 02 —� 08B �— - 3 3 - GILIE APPROVED BY: DATE: — — — S !• �,� CITY ENGINEER s (,� ;��-�� ��(,c� ���, (,( - �- � RCE: 24953 © 26-4-80 45 12 20OW MAS-5A/MAS SV 1 T SP-1-CS 02 Day Creek 77000 3' 3' DESIGN PLAN PREPARED BY. RECOMMENDED HQ 15 - 15' 20OW - SV-2-TA SP-1-CS 04 —� 02B f- - 3' 3' - CoQ I * E* 3-3-M * YC 11 U CITY OF RANCHO CUCAMONGA ALL EQUIPMENT IS NEW. ! DRAWN 10500 CMC CENTER DRIVE SHEET * I.I.S.N.S. SHALL BE MOUNTED ON A SEPARATE HORIZONTAL MAST ARM, SEE DETAIL SHEET. Nx INSTALL 1-1/2"C, �jf, C1Vt\- �Q�~ YC JLA RANCHO CUCAMONGA, CA 91730 19 OF 20 XB) BICYCLE PHASE INPUT 1-DLC OF C4%- (0 / ** MOUNT BICYCLE PUSH BUTTONS ON STREET SIDE OF POLE AT NORMAL PPB HEIGHT I I CHECKED Mr—E. ND 3 3 ,S 42156 DRAWING NO. BUT WITH BIKE SIGN BELOW BUTTON. 1-E-08 DATE FLE NO Projac_l �� f l df X04 � CONDUCTOR CABLE SCHEDULE f '-N-04 POLE SCHEDULE ABLE OLE PHASE 1 4 S.C.C. TYPE 1 4 I =. .... ==-=== ...... STANDARD MAST ARM HPS SIGNAL MOUNTING PPB BPB*** I.I.S.N.S. POLE LOCATION 1,6,7,6P - - - - f - - - 1 1 - #8 Service - - - - - - - - - - NO. TYPE SIG LUM WATTS MAST ARM POLE PED 0 ARROW 0 ARROW LEGEND C B E 3,4,5,4P #10 Common - - I - I - - I - I - - - - I O C 1,3,8,SP — 1 1 — — — — 1 1 — 10 Luminaires 2 2 2 2 2 2 2 4 — — I ^ Q 29A-5-80 50'(N 15' 200W 2—MA R SV-1—T SP-1—CS 04 �— — Day Creek 72M 5.6,7.6P 3' - 1' 5,6,7,6P 1 1 1 #12 I.I.S.N.S. - 2 12 2 2 12 1 2 2 - - N I Q 21 - 15' 20OW - SV-2-TA(*) SP-1-CS 06 046 f- - 3' S' - 2,3,5,2P - - - 1 1 1 1 1 1 1 - 3#20 EVP - 1 1 1 1 1 12 1 2 4 14 1 - I C 29A-5-80 50'(N) 15' 200W 3-MAS(N) SV-1-T(N) SP-1- N i6 f- - Base Line ROAD 3' - 0 ( ( ) ( ) � 12300 3 12C F 1,7,8,8P — — — — 1 1 1 1 1 -- 12pr X19 SIC 1 1 1,1 — — — — 1,111,11 — E)4STtNG 1-1/2" DQ 21 — 15' 200W — SV-2—TA(*) SP-1—CS 08(N) —� 06B � — 3' 3' - G 4,5,7,4P - - - - - 1 1 1 1 -- 6pr X19 SIC - - - - - - - - - - 12PR. X19 Q 9A-5-80(R 50'(N 15'(R)200W(R) 3-MAS(N) SV-1-T(N) SP-1-CS(N 8(N) f- - Day Creek a'-VD(R) 3' - 3' H 1,2,3,2P - - - - - - 1 1 1 - - Tet hone - - - - - - - - - - 7300 i - - - - - - - I - - - - _ Video SI nd - 1 1 1 1 2 2 4 4 - 0 21(N) - 15'(N 200W(N) - SV-2-TA(N) SP-1-CS(N 02(N) 08B f- - 3' 3' - J - - - - - - - - - - - Video Power - 1 1 1 1 2 2 4 4 - © 9A-5-80(N 50'(N 15'(N 20OW(N) 3-MAS(N) SV-1-T(N) SP-1-CS(N 02(N) - Base Line MR 3' - 3' TOTAL 12C 1 2 3 1 2 3 4 8 8 - CONDUIT SIZES 2" 3" 3" 3" 3" 3" 3" - - 2" (N) (N) (N) (N) I 14' 11' 11' 11' 11' 10' 4' 13' 11' _ _ - - - - - - `- 21(R) - 15 (R)200W(R) SV-2-TA(R SP-1-CS(N)04(N), -� i28 -0- 1 - 3 39 (N) = NEW PPB,4BP6 - - 1 - - - - 1 1 - * EXISTINGI ALL EQUIPMENT ARE EXISTING UNLESS OTHERWISE NOTED. N NEW EQUIPMENT I R RELOCATED EQUIPMENT P6,6BP6 1 1 1 - - - - 1 1 r• * ONE NEW HEAD AND ONE EXISTING HEAD - - - - - - - I z I I OXB) BICYCLE PHASE INPUT 5C 2PPB,WPB - - - - Q ( Z SIGNAL PHASE DIAGRAM ►%i ** I.I.S.N.S. SHALL BE MOUNTED ON A SEPARATE HORIZONTAL MAST ARM, SEE DETAIL SHEET. H P8,2BPB - - - - - - MOUNT BICYCLE PUSH BUTTON ON STREET SIDE OF POLE AT NORMAL PPB HEIGHT BUT WITH BIKE SIGN BELOW THE BUTTON. I - - - - - - - - - - 1 J — — — — — — — Lj 2.56 5 ' TOTAL 5C 1 1 2 - 1 1 12 4 4 - 4PP8 - - - - - - - 1 1 -- r0L - OL� 0 = _ 4 — — — — — — — — — — 5ol 6f — 7 I C 6PPB — 1 1 — — — — 1 1 — �OL t 20' 11' © R—O—W CR-35' 8PP8 2— —04 I .\ 3C DETAIL "A" _ / 03& 08& EX. 1 1/2 C & PULL ROPE, INSTALL G 2PPB N 1-SIC TO FUTURE SIGNAL AT SAN CARMELA COURT I — — — — — — — — — — — 08 , ROAD+_ _l CR=35' ———— = 6 1 I>£ 1 "A" — — �_ - 1 _____.__-_ TOTAL 3C 1 1 1 2 2 4 4 - r B ^- - -- ' : » p -� - - —_--------_ - -- -- - ' O 3 DETAIL A _ - — — ALL CONDUIT ARE EXISTING UNLESS NOTED AS (N) = NEW ' ' --�M' --" ALL CONDUCTORS ARE NEW UNLESS NOTED AS * EXISTING » 1 - 06dc07 ENTIRE INTERSECTION SHALL BE REWIRED EXISTING 2 C, 1461( 032 052f10. 2#12 ' S :::: ��INE BASE 2 6P S R-0_ --� r� - N 257 TO _ W - '1`,.06 07 X-WALK t -4---- ---- =k DETAIL "A" \ D EXISTING 2"C, 3 #8 e6 1 ' N --- 06& _ O01 CIDEM3— I ; L-----------*------ — N ` — —i1 0 CONST. Ci 3-E 6 ------------- 01 _ - —� - 0 5 � CONST. CL ;+ 0 3-W-05 __ _. ti s i� CONST. - _- --- — - - - — - — ., -"; 02 _ _ 02dc �- _ �I 10 11 05 02 -- - - 9 \ N . , DETAIL "A" 2 R-O- _ 3 == 257' TO X-WALK cNc 02&03 I cV 2P I DETECTOR SENSOR TABLE --� EVP DETECTOR M CAMERA/SENSOR DETECTOR CONTROLLER 01 � 07 � oa VIDEO DETECTION CAMERA 02&03 , NO. OUTPUT INPUT 1 1—N-04 4 VIDEO DETECTION ZONE O 2P DETAIL "A" — 4 { 2 2-N-04 12 —J 3 3-N-04 12 6 07 O CR-35' 1 4 1-N-07 7 R-O- DETAIL "A" 4p 04&05 04 04 5 2-N-07 15 I " 6 3-N-07 7 04�t 7 t DETAIL A 7 4-N-07 15 I 3—S-08 1 1-5-08 8 Or h CONSTRUCTION NOTES CR=35' L— — 1' 2 I I 2-5-08 2 2-5-08 16 scale 1' = 20' 1❑ EXISTING 8 PHASE NEMA TYPE 90 CONTROLLER IN A TYPE P CABINET WITH INTERCONNECT © i 2 3 3-S-08 16 TERMINATION PER CITY STANDARD 408 AND THE SPECIAL PROVISIONS. 4 1-S-03 3 5 2-S-03 11 2❑ EXISTING TYPE III-BF SERVICE EQUIPMENT ENCLOSURE WITH (1) 50A-1P CIRCUIT BREAKER R 120 I 6 3-S-03 3 FOR METERED SIGNAL, (2) 30A-1P CIRCUIT BREAKERS FOR UNMETERED LIGHTING AND W 7 4-S-03 11 (SPECSAL CIRCUIT BREAKER FOR METERED I.I.S.N.S. PER CITY STANDARD 407 AND THE Y 12" W 1 1-W-02 2 2 2-W-02 10 30 FURNISH AND INSTALL SINGLE INPUT EVP OPTICAL DETECTOR ON SIGNAL MAST ARM. ,� 3 3-W-02 10 SEE DETAIL SHEET. ICRY G 12 U I I I N 3 4 1-W-05 5 NO. DESCRIPTION OF REVISION DATE ; 4 FURNISH AND INSTALL VIDEO DETECTION CAMERA ON LUMINAIRE ARM. SEE SPECIAL ( 1 5 2-W-05 13 PROVISIONS. Y 12" 6 3-W-05 5 Q 7 4-W-05 13 CITY OF RANCHO CUCAMONGA FURNISH AND INSTALL SIC TO CONTROLLER CABINET AT CHURCH STREET. Q 1 1-E-06 6 TRAFFIC SIGNAL PUN SEE CONDUIT ON STREET IMPROVEMENT PLAN. G 12" 2 2-E-06 14 11 1 12 4 10 11 11 11 11 16 © FURNISH AND INSTALL R73-6 SIGN (36"X360) PER CALTRANS STANDARD ES-6T. 3 3-E-06 14 BASE LINE ROAD OCATE EVP DETECTOR AND 3-SECTION VEHICLE HEAD TO NEW SIGNAL MAST ARM. 4 4 1-E-01 1 S 30 SIGNAL MASTARM AND REMOVE R34-2 SIGN 5 2-E-01 9D ® ® I.I.S.N.S. AND MAST ARM. DETAIL "A" 7 4-E-01 9 * EVP �, �6 EVP 3 DAY CREEK BOULEVARD 9Q RELOCATE TYPE 21 STANDARD TO LOCATION® VgTH VEHICLE HEADS. RELOCATE VIDEO i�3 5 EVP 02 ac 6 CAMERA, I.I.S.N.S. AND MAST ARM TO LOCATION G . CONVERT 3-SECTION VEHICLE HEAD TO LEFT TURN FACES. I EVP 4 ESS APPROVED BY: DATE: REMOVE FOUNDATION. 16' 51' 62' 25' g* 1 EVP 03 do 08 EVP 5 CITY ENGINEER (.�_ ( �_{. r. ,.� dc l C� RCE: 24953 EVP 04 & 07 EVP 6 DESIGN PLAN PREPARED eY RECOMMENDED �0 RELOCATE EVP DETECTOR TO LOCATION ©. ® TYPE 1 STANDARD AND 3-SEC1ION VEHICLE HEAD * EVP DISCRIMINATOR AND REMOVE FOUNDATION. � ��� � YC CITY OF RANCHO CU(•AMONGA A� 1—S-08k4l * * DRAWN 10500 CIVIC CENTER DRIVE SHEET • RANCHO CUCAMONGA, CA 91730 11 RELOCATE TYPE 29 STANDARD COMPLETE TO LOCATION®. 35 SIGNAL MAST ARM AND r• X66 ALL VEHICLE HEADS. ® R73-7 AND R96 SIGNS. REMOVE FOUNDATION. RELOCATE EVP OPTICAL DETECTOR TO NEW ARMS. ;f CIVIl YC LA 20 of 20 OF t�, C A1.%EcHEc�n R.C.E. NO 42156 DRAW ING No. DATE FLE No 3 3 3- 6 l�r_O jacl Sea-( zo d f (4 GENERAL NOTES 1) ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND F. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS STANDARD THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD STRIPING AND MARKINGS. PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER. G. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). 2) PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION N LATEST EDITION) AND THE STRIPING D PAVEMENT MARKINGS SHALL BE FOLLOWING PROVISIONS.. H. ALL THERMOPLASTIC INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS (S.A.E.) UNLESS OTHERWISE NOTED. I. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS I 0 OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE w R26(S) 1 B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE SATISFACTION OF THE CITY ENGINEER. zcci O O REMOVED BY WET SANDBLASTING 10 J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH R26(S) W C. ALL CONFLICTING TRAFFIC SIGNS SHALL BE REMOVED AND SALVAGED. ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE STREET �7 (p + WITH CITY AND STATE STANDARDS. I 10 01 D. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE R26(S) r AND COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN MARKINGS. ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY —� Q TRAFFIC ENGINEER. E. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL r A BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. 3) TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-B. - V R26(S) 1 2 10 4 1 R26(S) ® R26(S) - 10 " 0 - IN 2 111, R81 R26(S) �� 2 R26(S) CHURCH H R81 B � 10 R26(S) La 10 1 �10 6 100 � � - cs 1 R26(S) C9 � w r R26(S) a SIUf R81 R81 W1 R26(S) 10 I ' w 10 _ E X. R1 �j A A I I SCALE: 1" = 40' I I CONSTRUCTION NOTES 01 INSTALL 4" SOLID WHITE STRIPE PER CITY STD. 133 2O INSTALL 4" SKIP WHITE STRIPE PER CITY STD. 133 16' 11 11 ' 13' 1 13' 11 ' '1 03 INSTALL 4" SOLID DOUBLE YELLOW STRIPE PER CITY STD. 133 4 INSTALL 6" SOLD I WHITE STRIPE PER CITY STD. 133 O W1 5O INSTALL 6" SKIP WHITE STRIPE PER CITY STD. 133 R81 R26(S) 1 _ _ _ _ _ _ _ _ _ _ _ _ _ 6 INSTALL 8" SOLID WHITE STRIPE PER CITY STD. 133 - - - - - _ _ - _ - - o TREE o J SEE DAY CREEK BOULEVARD -- - - - - - - - - - - INSTALL - - _ - - O7 INSTALL 12 SOLID WHITE STRIPE PER CITY STD. 133 SIGNING AND S RIPING PLAN - - - _ - - - _ - _ - _ _ - - - w t r — W o0 0 4 5 � PER CALTRANS STD. DETAIL 40A — 1 �1 8 INSTALL PAVEMENT MARKERS E R26(S) 1 2 � � 7 0 100 O E"4 w Q9 INSTALL PAVEMENT ARROWS AND MARKINGS AS SHOWN PER y l _ - _ _ nM� CALTRANS STD. PLAN A24A TO A24E \ -� o .� g 6 0 + w \ \\ " --/,@3 258 ►� 9 10 * 7 o O 401 6 1 INSTALL INDICATED SIGN AND POST PER CITY STD. ,45 �,.� 1 00,III ® \ L- jjj3 � 5 1� INSTALL INDICATED SIGN ON STREET LIGHT POLE PER CALTRANS STD \ � 0 6 - - 100' � < w 4 © INSTALL 4" SOLID DOUBLE YELLOW MEDIAN PER CITY STD. 133 \\ 100 R,530 '`-' 0 g M u r — m r INSTALL "BIKE" "LANE" PAVEMENT LEGEND PER CALTRANS STD. PLAN 5 6 %aN 5 100 6 � ,`"• ` 4 - - - - - — — — — — — — r- A-24D WITH 10 SPACING .� g ,62 2 — — — — _ L 1 R26(S) R81 - - 1 0 5 i * TO BE INSTALLED AS PART OF TRAFFIC SIGNAL 50 R� 3 R26(S) 1 R81 g 3 1 R26(S) t :Lcv� i II I V -� 11 11 II 13 10 13 11 11 16 V �/ 3 REMOVE STREET LIGHTS. INSTALL SIGNS ON R26(S) I I I © INSTEAD. /�1 � 1 I POSTS 9 R26(S) / flOZ �/C 177( ) g ( )p 6 R81 I I I I S.C.E. DRIVE APPROACHES RELOCATED. SEE I I 1 I II I i © SHEET 23 OF 64 FOR NEW LOCATIONS. _ I I I I `x"r �� g 100 I I I I I N0. DESCRIPTION OF REVISION DATE APPROV : I� 6 0 1 0. 04 4 J, o �� �,. \ CITY OF RANCHO CUCAMONGA N DAY CREEK BOULEVARD R26(S) 1 \ �1 (FURURE) SIGNING AND STRIPING PLAN 4 CHURCH STREET v7 UpFESS/ N � o STA. 9+50.00 TO STA. 29+70.00 4� O 0 �VVIESS/at R26(S) 1 5 Z APPROVED BY: DATE. r^ RCE: 24953 No. 48921 rr, CfTY ENGINEER L� * Exp. 9-30-04 * DESIGN 23� EAST COLORADO BLVD. RECOMMENDED I.INSC01—rSUITE YC LAW AW PASADENA, CAS 91101 O F IJP OF CAI.\ DRAWN Phone (626) 796-2322 SHEET GREENSPAN Fax : (626) 792-0941 YC OF E N G I N E E R S CHECKED E 0 48921 DRAWING NO. S I:\design\6188\p6188g1.dwg LDP 17:45:35 04/17/2002 chu OS DATE CZ FILE f'ro j e-t-+ 5 h«f- 3 ( 0F �— CONSTRUCTION NOTES O1 INSTALL 4" SOLID WHITE STRIPE PER CITY STD. 133 �2 INSTALL 4" SKIP WHITE STRIPE PER CITY STD. 133 GENERAL NOTES O3 INSTALL 4" SOLID DOUBLE YELLOW STRIPE PER CITY STD. 133 ® INSTALL 6" SOLID WHITE STRIPE PER CITY STD. 133 1) ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND F. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS STANDARD THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT Q5 INSTALL 6" SKIP WHITE STRIPE PER CITY STD. 133 SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD STRIPING AND MARKINGS. PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED OR © INSTALL 8" SOLID WHITE STRIPE PER CITY STD. 133 DIRECTED BY THE CITY ENGINEER. G. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). 07 INSTALL 12" SOLID WHITE STRIPE PER CITY STD. 133 2) PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. ® INSTALL PAVEMENT MARKERS PER CALTRANS STD. DETAIL 40A SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) AND THE FOLLOWING PROVISIONS.: H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE O9 INSTALL PAVEMENT ARROWS AND MARKINGS AS SHOWN PER INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. CALTRANS STD. PLAN A24A TO A24E A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, (S.A.E.) UNLESS OTHERWISE NOTED. I. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS ® INSTALL INDICATED SIGN AND POST PER CITY STD. 401-BOR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE SCALE: 1" = 40 B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE SATISFACTION OF THE CITY ENGINEER. 1� INSTALL INDICATED SIGN ON STREET LIGHT POLE PER CALTRANS STD REMOVED BY WET SANDBLASTING J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH © INSTALL TYPE "H" PAVEMENT MARKER PER CITY STD. 13 C. ALL CONFLICTING TRAFFIC SIGNS SHALL BE REMOVED AND SALVAGED. ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY AND STATE STANDARDS. ao r INSTALL "BIKE" "LANE" PAVEMENT LEGEND PER CALTRANS STD. PLAN D. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE A-24D WITH 10' SPACING AND COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN MARKINGS. ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY # TO BE INSTALLED AS PART OF TRAFFIC SIGNAL TRAFFIC ENGINEER. E. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. 3) TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-B. BASE LINE ROAD _(FvtvPA) R26(S) R26(S) 1 in 1 OO mAx I` Q W Exlsr mrrDrdu (3A n W (O Z (0 — © — — — — — — — — — © — — —+-- — > _� Q ls-r z (i EXIST. 4 U 0 N R26(S) 1 R26(S) 1 w �0 z_ X aCL z ' � w + p� Y2 14 11 ' 11 ' 11 11 . 0 1,3' 111'116' z � o V) a a ROAD v► j EX. R18-1 N EX. R26(S) N R26(S) EX. R26(S) EX. R18-1 - • 100' _ � 1'ufft: �f!FitTiC� 240 9 — — 5 4 BASE LINE R26(S) 1 R81 SEE EXISTING • MPROVEMENTS '�� — 6 — — ------ DWG. — — — - — R26(S) 1 1682-S SHT. .2 OF 4 100, — — C-4 — — — ® ------ R26(S) — '� M — — LLJ 10, 100, m --�- 4 0 _ - _ ` 2 5 - - - - - - Q� f STIW MUBLE o $'�C IPE _ — — co �� 1` `" 9 _ - SEX— YELL6W r Q — 2 — — — — '_ N TYPE K 3 - '�h - - - o - -TN W — _--�--- --� — — fi r __,�---�- - co wTUM 4 Fu[L2E ST trf © 2 (D W -—_ p— - _ I E K © s{ 0 Z �j a0 sT uT + _ - - -- - - - - - 9 CONST. Ct .� - _ 3 Q ru-rugE St �t U fu�2E sT. LT W 6 315' 1 o O .�� -c�c F r-- y1 Z 9 100' 7 * .. �� 2 - ® Q - R26(S) 1 4 3 :3 Q 100, 1 �I © _ — 1 R26(S) FUTu w < TUR15 V = 2 4 ® — —�– 2 Q N 1 R26(S) o w (rLrruRE)© U. w U 305' 77- SEE DAY CREEK BOULEVARD Qj FUTUR Q FuTURE�® n u r }- Q g SIGNING AND TRIPING PLAN R81 Fu7u�E SIDEweLK g N @ cA 3p (o© �FUTURE� + ± X U) -a © QXJ Q� p R18-1r► © �m R26(S) 1 R18-1 U' � � N R26(S) 1 II REVISED ST7-IF K* SOUT14 SIDE OF SSE UQ6 fzR NO. DESCRIPTION OF REVISION DATE �Pan wtaluE101: 15' 11'111'112' 10 11' 11' 11' 11' 16'' CITY OF RANCHO CUCAMONGA W W I I $' SIGNING AND STRIPING PLAN BASE LINE ROAD Q oQ VESS/pN9l STA. 65+00.00 TO STA. 81+50.00 APPROVED BY: DATE: - e'er No. 48921 m CfTY ENGINEER t_ �� C RCE: 24953 * Exp. 9-30-0 * DESIGN RECOMMENDED LINSCOTr 234 EAST COLORADO BLVD. YC LIN V.7�. surra 400 LAW & PASADENA, CA 91101 t`� DRAWN Phone 626 796-2322 H CA ( ) SHEET GREENSPAN Fax : (626) 792-0941 YC 5 E N G I N E E R S 5 OF CHECKED 48921 DRAWING NO. I:\design\6188\p6188g4.dwg LDP 17:54:26 04/17/2002 chu DS ✓ -01 R.C.E. NO--- r 33 DATE � � FILE NO Pl�o jeo,.} b he - 3 to o F