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HomeMy WebLinkAbout1786 r n* ran CITY OF RANC110 CUCAMONGA MARINE AVENUE AND 26TH STREET (CENTER AVEn TO HAVE N AVE . PAVEMENT SHEET INDEX GENERAL NOTES 1 TITLE SHEET 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the 2&3 PLANS Standard Specifications for Public Works Construction, (Green Book), 1994 Edition with * - FOR SINGLE OR DUAL 10• supplements. LEFT TURN LANES ONLY RANCHO CUCAMONGAt-OF DOUBLE YELLOW LINE 4 STRIPING AND PAVEMENT MARKINGS 2. Public and private utilities and substructures shown hereon are from available records. OR MEDIAN CURB FACE The contractor shall be responsible for protecting all utilities and substructures as 30 15 i TURN- LANE CONSTRUCTION NOTES: shown within the construction limits of this project and shall be responsible for any 10, damage as a result of the construction operations. I "' '• •• •• I II I I I e-WHITE TURNING LANE UNE 1a- VARIABLE COLD PLANE (0.12'-0') AND 0.12' ARHM OVERLAY �u HILLSID I THRU LANE , SEE DETAIL ON SHEET 1 3. The contractor shall notify UndergroundService Alert 1-800-422-4133 and the following I ILso AVE I /• 4TH STI utilities two working days prior to construction or regarding any problems. W 10, NOTE 1: AFTER COLD PLANE, ROUTE AND FILL CRACKS BAMAN ST ❑ SUMMIT A m 1/4 OR LARGER PRIOR TO OVERLAY Southern California Edison Co. (909) 357-6223 J NOTE 2: GROUND A.C. MATERIAL SHALL BE DELIVERED TO THE CITY YARD AT Southern California Gas Co. (909) 335-77" \ 19TH l7 HIGH D A ° 4- LANE UNE " 9153 9TH STREET, RANCHO CUCAMONGA, ENTRANCE AT LIONS STREET Verizon Communication (800) 469-6347 ••� a 30 m THRU LANE �° CONTACT GARY VARNEY AT (909) 477-2730 EXT. 4106 UJ VICTORI PARK N 10' Cucamonga County Water District (909) 987-2591 I`--.11 Q2 - 0.12 ARHM OVERLAY (WITHOUT COLD-PLANE) •' Z o Comcast Cable Vision (909) 390-4738 E<N RD W W (NOTE: ROUTE AND FILL CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) Metropolitan Water District (909) 217-6679 �'�• HUR sr m Charter Communications (909) 343-5165 4 LANE LINE OR a 3a- SAWCUT AND REMOVE EXISTING PAVEMENT AND REPLACE WITH 0.25' A.C. ILL BLVD Z ❑❑ 66 TURNING LANE LINE � OVER 0.33' C.A.B. AND 0.12' ARHM OVERLAY CAP PER DEA11L ON SHT. 1 4. For inspection of this project, the Contractor shall Contact the Public Works Section E. THRU OR RIGHT 10' S at 477-2740 Ext. 4077 two working days prior to the required date. � - � � 4a GRADE TO DRAIN, CREATE FLOW UNE 6 MIN. FROM EDGE OF PAVEMENT • ' R TURN LANE '� 2 o a BNSF RR N 0- ADJUST TO GRADE (MH, VALVES, P.C.C. BOX COVER, SURVEY 5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any �' NTS 5 MONUMENTS, P.C.C. PAVEMENT AND OTHER APPURTENANCE.) construction or encroachment within any City of Rancho Cucamonga right-of-way. 2 6TH ST TOP OF CURB FACE ES Pro j ect 5 N 25' TRANSITION, (0.10' TO 0') VAR. COLD PLANE, MATCH EXIST GRADE T...,. _ SEE TRANSITION DETAIL ON SHT. 1 6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City Site I [�4ST _ x ( ) of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior LOOP DETECTOR PLACEMENT7a- 0.12' SAW CUT to construction indicating any detour and/or road closures. REFER TO PLAN FOR p(STANCE VICINITY MAP TO ADVANCE DETECTORS 8a TEMPORAY 3" A.C. OVER COMPACTED NATIVE 7. Contractor shall have a "Class A" Contractor Licence. N07 TD SCAU EXISTING SURVEY MONUMENTATION All existing survey monuments that will be disturbed by this project shall be referenced and TYPICAL STREET CROSS SECTIONS STRIPING NOTES: reset by the Construction Surveyor in accordance with Section 8771 of the California Surveyors Act. Found monuments are shown on the plans and described as follows: 10 PAINT 4" SOLID WHITE EDGE UNE (FOUND) 11 C/L REPAINT ALL EXIST. STOP LEGEND AND OMIT LINES 1�- F.D. 1.5" I.P. LOCATED AT THE CENTER LINE OF MARINE STREET STATION 10+00 WILY E.P. rLY E.P. WILY E.P. C/L E'LY E.P. 2�- F.D. 1.5" I.P. LOCATED AT THE C.L. INT. OF MARINE AV. AND 24TH STREET a. 1a' 1a• 1a• Is• 8' FL B' 3�•- F.D. 1.5" I.P. LOCATED AT THE C.L INT. OF MARINE AV. AND 25TH STREET 0 2 2 3 O 2 2 1 " .L INT. OF CENTER STREET AND 26TH STREET 0.12' ARHM OVERLAY 0.12' ARHM OVERLAY PROP. FINISHED 4 PROP. FINISHED 4� F.D. 2 I.P. LOCATED AT THE C SURFACE SURFACE a`J� " I 2,00X-2.6271 0.97%-2.61X 1.6371-2.1971 1.75X-2.19X1 F.D. 1.5 I.P. LOCATED AT THE C.L INT. OF MARINE AV. AND 26TH STREET �� 4.� -� 1. - -T s.ox �- -1 2.03 _40X` --i 1.50 J.1 I ,i ©- P.K. NAIL SET AT CENTER UNE STA.t22+78 ON 26TH STREET 0-T 04 % � _rr---------- ---- ---- ---- ----______ __t__J Ltiti_') STRIPING GENERAL NOTES EXIST. A.C. PVM'T >� �`� : EXIST. A.C. PVM•T COLD PLANE EXIST. FINISHED SURFACE EXIST. FINISHED SURFACE SURFACE 1. All details and dimensions for traffic striping and markings and the installation thereof shall conform MMINEAVENUE to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City N.T.S. MARINE AVENUE N.T.S. Standard plan no. 133, unless otherwise approved or directed by the City Engineer. STA. :k10+50 TO f 19+00 STA. ±19+00 TO ±21+00 2. Procedures for painting of striping and pavement markings and installation of pavements markers shall conform to the Standard Specifications for Public Works Construction and the following provisions. C/L A. All pavement markings shall conform to the city maintenance stencils, (SAE) unless otherwise noted. N'LY E P. C/L S'LY E.P. 1 WILY E.P. S'LY E.P. 1 FL 16 16 1 6, 1!f' 16' e, FL B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. a 2• 2, s a 2 2 3 ,,,r 0.12' ARHM OVERLAY C. Sufficient control points and spotting removed Burin sandblaster shall be replaced prior to installation \ 0.12' ARHM OVERLAY PROP. FINISHED ,, � � `R \ 4 SURFACE -SHED 4 P P 9 9 94 SURFACE o . \� _ �� 0.6471-26271 0.91X-2.93X( of striping and markings. ,�' 1.03%4.5271 I 0.65 0.990.99=0* e4�535 �- �' l 0.61 -- - --y D. All control points and spotting removed during sandblasting shall be replaced prior to installation of striping and markings. EXIST. A.C. PVM'T EXIST. A.C. PVM'T CRY �;�� � � COLD PLANE ;�'��v� ?�yJ.\'>r:, E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to r L1 ;A EXIST. FINISHED SURFACES EXIST. FINISHED SURFACE DESCRIPTION OF REVISION DATE installation of new or replacement striping and markings. y� 26TH STREET N.T.S. SURFACE 26TH STREET N.T.S.F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type, STA. f10+50 TO f19+50 STA. ±19+50 To ±22+50 CITY OF RANCHO CUCAMONGA 15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the first, unless otherwise noted. } TITLE SHEET � 7 25' 9. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry), MARINE AVENUE (HUMBOLDT AVE. TO 26TH ST.) AND unless otherwise noted. LEGEND: _ NNW 2 26TH STREET (CENTER AVE. TO HAVEN AVE.) N H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping 0R W PROPOSED FINISHED 0.12' ARHM OVERLAY 0.12' ARHM SURFACE COURSE EXIST. FINISHED SURFACE ��� SURFACE and markings to the satisfaction of the City Engineer. N < EXIST. FINISHED SURFACE PAVEMENT REHABILITATION 1 :. : . PAPPROVED BY: � DATE: I. All traffic striping and Pavement markings shall be installed with all appropriate ate Permits and traffic control aOFEssi CENGINEER CONCRETE RCE: 2.14 953 measures, in accordance with , the city and state standards. DESIGN PLAN PREPARED BY: RECOMMENDED J. Temporary or construction striping and markings shall be in accordance with the city and state standards CRUSHED AGGREGATE BASE EXIST. A.C. PVM'T RD-1 P rY VARIABLE COLD PLANE SURFACE and as directed b the Ci Engineer. No. 24953 CITY OF RANCHO CUCAMONGA y g VARIABLE COLD PLANE (0 -0.12 ) (0.12' TO 0') % E.P12-31-01 DRAWN 10500 CIVIC CENTER DRIVE SHEET hall installed per Cit Standard Plan No. 401-A. ® AND 0.12' ARHM OVERLAY # ! RD-1 RANCHO CUCAMONGA, CA 91730 1 OF 4 3. street Name signs s be p y (NOTE: ROUTE AND SEAL VISIBLE CRACKS JOINT AND TRANSITION DETAIL `'�• CIVIC 1/4" OR LARGER PRIOR TO OVERLAY.) NTS OF cn��� CHECKED Rc.E. NO DRAWM N0• 4. Traffic Signs shall be installed per City Standard Plan No. 401 -B. CH DATE FILE No 17 co 1--- 4- -- -------- i v 41- -4- —VL!Y E) .1 air ---------- u 25- TRANSIPON 4 T i + 1- -4-- -4— 4— 0.#35� L a I I r'edut! ON, 801 0�nl I PPOPOSED C.L.' EL. 'A 4 ---4- T 4 _L 017-9 1 1 1 1 1 1 -1 Z i I Z/4b /U. -y 4 1 F d-11- Inn LL_ 4_� --j -n--_.Iq�+.iII _.'.�.ii!I X-—.-....0_"�tiiIi'I_--'S�'__I'_ 25' !ANSI 77ON L 5-------—Q_1IiI�i,I LL + so U-pm! + U.4Z7o'l i 11 40 pko�a EL i I t I I I i NLY EL. 4-4 ..... 'Aq IV, 1. -__ , + C.A_ — 4- + -nit. x-4. . LT_ 4- — I ED� _ t I 1 10.5b%! L ---I— I t 4 F-7, !16 c If Lt J__ 4- ........... t- 4- if j 4- HORIZ. SCALE: 1 _40' L VERT. SCALE: 1 "=4'10+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 0 19+50 20+00 21 +00 22+00 23+00 + ui ca 25' 6 IiI1iI 26TH S TPT 1-717, T uj co 5 4 4 3 , 55 __Ac-- ' lv�- m . . . . _ . .. _ . . . J. . . . . . . % -7'54/7L- b� =Zho A z Z�_ f C) Ii lo co 07 — 11+00 C) 12+00 13+00 08" W 14+00 15+00 16+00 17+00 18-4-00 CN IN 8 9 .41� 7' uj 7 - 7 TL =3 m "7 L ui in uj _j V) am 11111111=0 amp" 7 4 5 MARINE AVENUE MATCH UNE 20+91 Q (SEE CONT. SHT 3) + _H CONSTRUCTION NOTES: CL 0 VARIABLE COLD PLANE (0.12'-0') AND 0.12' ARHM OVERLAY Uzi 25', SEE DETAIL ON SHEET 1 26TH ST EE.,, T NOTE 1: AFTER COLD PLANE, ROUTE AND FILL VISIBLE > DESCRIPTION OF REVISION DATE crry CRACKS 1/4" OR LARGER PRIOR TO OVERLAY APPROVIM. NOTE 2: GROUND A.C. MATERIAL SHALL BE DELIVERED TO THE CITY YARD AT ........ c1c- 9153 9TH STREET, RANCHO CUCAMONGA, ENTRANCE AT LIONS STREET 5 3 CITY OF RANCHO CUCAMONGA CONTACT GARY VARNEY AT (909) 477-2730 EXT. 4106 now Lu LWEND: 0.12' ARHM OVERLAY (WITHOUT COLD—PLANE) ("�! 26TH STREET (NOTE: ROUTE AND FILL CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) w- Z7Xr777-_Z'//7(- Iq 0 — 20+010 N 89' 47' 0 w 21+00 0 22+00 234-00 UJ M _6" 0.12 ARHM OVERLAY WITHOUT COLD PLANE =< 1 1 L 1 1 41 (CENTER AVE. - HAVEN AVE.) SAWCUT AND REMOVE EX1S11NG PAVEMENT AND REPLACE WITH 0.25' A.C. ::3 OVER 0.33C.A.B. AND 0.12' ARHM OVERLAY CAP PER DEATIL ON SHT. 1 LLJ GRADE TO DRAIN, CREATE FLOW LINE 6' MIN. FROM EDGE OF PAVEMENT < -— - — - - — PAVEMENT REHABILITATION 8' VARIABLE COLD PLANE (0.12'-0') AND 0.12 ARHM OVERLAY swo am 4ww Now ADJUST TO GRADE (MH, VALVES, P.C.C. BOX COVER, SURVEY APPROVED BY: DATE: MONUMENTS, P.C.C. PAVEMENT AND OTHER APPURTENANCE.) 3 2 1% CITY ENGINEER RCE: 24953 REMOVE EXISTING PAVEMENT AND REPLACE WITH 0.25' A.C. 25' TRANSITION, (0.10' TO 0') VAR. COLD PLANE, MATCH EXIST GRADE DES*N PLAN PREPARED ]BY: RECOMMNDM OVER 0.33' C.A.B. AND 0.12' ARHM OVERLAY CAP PER DETAIL ON SHT. 1 (SEE TRANSITION DETAIL ON SHT. 1) RID-1 CrrY OF RANCHO CUCAMONGA WIDTH: 6' OR 8' (SEE PLAN) DRAWN 10500 CIVIC CENTER DRIVE 0.12 SAW CUT RD-1 RANCHO CUCAMONGA,CA 91730 2OF 4 TEMPORAY 30 A.C. OVER COMPACTED NATIVE CHECKM IME W_ No. CH DAM ME NO 8 40 _T cc 11111-ft 77117 kz f— ZZZZ cc t hr r• n _ I � � � ---� —�— - t It i I LL I � 4-- A x I 1 o I I 1 1 I I _ j. I +_+ } - 1 "moi-_�1 TR NSI 71 N : , t wool Id I I 77 Novo, I i I 1 .0000 1 I r' I J X ,L P. ! I.. I x I 1 I t -� 1 ` I I I I ! I X I 4j• ; I i – - I 1 HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=4' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 0 C SCALE: 1" = 40' 1 � ` uj Z _ � e-25-' W 24TH 1 STREET - 25TH STREET V , 441 Y 5 Y 3113 h. - - - - - - -� —�0- - - - - — — - - - - - - - - - - - / - - - -1� - - - - - -- - - - - - — — - - - - ' � L — J - - - — - - -� - - - - - -G / — -- -- -�DO O - - - - - - - - - --� - - - - - - -- __ - y 10+00 114-00 00 12� 00 13+00 14+00 15+00 16+00 17+DO 18+00 - 19+00 Op 20+00 Z = r Nf 7 00 \ — - - — 0p = m O I - -- - - -- -- , -- — — `+ H 14 _ _ — - - -- I — — — — —wi„�.. ....�..—. .► ME - co - / w .. ..... _ elr a...r.+�wall+w.,. .wflfl....■Afi�n.F-`ir1 - .. _ _ _ _ - _ _ Iw .aa rr.c awea+s+.. . r.nrr . ..anl ► 1 1 3 b2 4 5 2 4 5 3 4 3 2 Jl ti CONSTRUCTION NOTES: L'1-- VARIABLE COLD PLANE (0.12'-0') AND 0.12' ARHM OVERLAY SEE DETAIL ON SHEET 1 NOTE 1: AFTER COLD PLANE, ROUTE AND FILL VISIBLE CRACKS 1/4- OR LARGER PRIOR TO OVERLAY DESCRIPTION OF REVISION DATE alY �rtoti+En: NOTE 2: GROUND A.C. MATERIAL SHALL BE DELIVERED TO THE CITY YARD AT LEGEND: 9153 9TH CONTACT GARSTREET, RANCHO NEY AT CUCAMONGA, 0 EXTC ENTRANCE LIONS STREET CITY OF RANCHO CUCAMONGA 2a- 0.12' ARHM OVERLAY (WITHOUT COLD-PLANE) 0.12 ARHM OVERLAY WITHOUT COLD PLANE (NOTE: ROUTE AND FILL CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) MARINE AVENUE 3O- SAWCUT AND REMOVE EXISTING PAVEMENT AND REPLACE WITH 0.25' A.C. (HUMBOLDT AVE. - 26TH ST) OVER 0.33' C.A.B. AND 0.12' ARHM OVERLAY CAP PER DEATIL ON SHT. 1 8' VARIABLE COLD PLANE (0.12'-0') AND 0.12 ARHM OVERLAY 4� GRADE TO DRAIN, CREATE FLOW UNE 6' MIN. FROM EDGE OF PAVEMENT PAVEMENT REHABILITATION 5� ADJUST TO GRADE (MH, VALVES, P.C.C. BOX COVER, SURVEY APPROVED BY: DATE: REMOVE EXISTING PAVEMENT AND REPLACE WITH 0.25' A.C. MONUMENTS, P.C.C. PAVEMENT AND OTHER APPURTENANCE.) CITY ENGINEER L-- t l,I (ca- 10 Jzl' lt C� RCE: 24953 OVER 0.33' C.A.B. AND 0.12' ARHM OVERLAY CAP PER DETAIL ON SHT. 1 6a 25' TRANSITION, (0.10' TO 0') VAR. COLD PLANE, MATCH EXIST GRADE D� PLAN PREPARED BY: rom WIDTH: 6' OR 8' (SEE PLAN) (SEE TRANSITION DETAIL ON SHT. 1) RD-1 em 14 CITY OF RANCHO CUCAMONGA 7� 0.12' SAW CUT Dr AWW 10500 CIVIC CENTER DRIVE SH�7 RD-1 RANCHO CUCAMONGA,CA 91730 � 4 a TEMPORAY 3" A.C. OVER COMPACTED NATIVE OF CHECII N.C.E. NO DMWM No. CH DATE ME NO 17P-36e I II' ( II