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HomeMy WebLinkAbout1644 C17 Y OF TADN\�6- A Cl,-,fO CUCA —M—O-N.- GA 1 E REH BILI A 10 N V N - . E PAV A T . - T N H V. E A U M NT E /S OF HAVEN AVENUE - FROM FOOTHILL BLVD TO BASE LINE ROAD W/S OF HAVEN AVENUE - FROM FOOTHILL BLVD TO 150' ± S /O DEER CREEK CHANNEL GENERAL NOTES 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public Works Construction, (Green Book), 1994 Edition with Supplements. CONSTRUCTION NOTES 2. Public and private utilities and substructures shown hereon are from available records. 0.10' COLD PLANE & 0.10' ARHM OVERLAY. The contractor shall be responsible for protecting all utilities and substructures as (NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE RANCHO CUCAMONGA shown within the construction limits of this project and shall be responsible for any FOR SINGLE OR DUAL 10 CRACKS 1/4 OR LARGER PRIOR TO OVERLAY) LEFT TURN LANES ONLY damage as a result of the construction operations. (22 — 0.15' COLD PLANE & 0.15' ARHM OVERLAY. OF DOUBLE YELLOW UNE (NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE • .. -•• OR MEDIAN CURB FACE 3. The contractor shall notify UndergroundService Alert 1-800-422-4133 and the following I __- -� CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) utilities two working days prior to construction or regarding any problems. HILLSIDE D — I so' 15? TURN LANE ,o,.__ —C _ C,4 SAWCUT AND REMOVE EXISTING PAVEMENT AND BASE Ipso AVE I �� ,� 24TH ST = AS NECESSARY. Southern California Edison Co. (909) 357-6223 � � � 18-WHITE TURNING LANE UNE 4o- PAVE 0.27' A.C. PAVEMENT OVER 0.63' C.A.B. AND CAP Southern California Gas Co. (909) 335-7744 BANYAN ST n Q SUMMIT AV WITH 0.15' ARHM OVERLAY AS SHOWN IN SECTION A. �J - �' THRU LANE I General Telephone Co. (800) 469-6347 �• � N Q Q � 5 PROTECT IN PLACE MH VALVES P.C.C. BOX COVER SURVEY Cucamonga County Water District (909) 987-2591 _ �� HIGH D Av Mark Cablevision (909) 880-0231 �.� El g 19TH T 30 0 30 'D MONUMENTS, P.C.C. PAVEMENT AND OTHER APPURTENANCE.) �J > < z m t 4" LANE LINE I x Y VICTORI PARK N �" REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS 4. For inspection of this project, the Contractor shall Contact the Public Works Section ASE LIN RD - THRU LANE i SEE STRIPING PLAN ON SHEET 4 & 5. at 477-2740 Ext. 2341 two working days prior to the required date. r' R IIw E ,o' 04 i ( HUR ST IIS UJU 5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any —C FOQTHILL BLVD 4 LANF LINE OR 8 construction or encroachment within any City of Rancho Cucamonga right-of-way. 66 � > • w w w w L '10500 CI CEIII L-LNTE DR. ' TURNING LANE LINE> toF�>I STRIPING NOTES ,c RROW T p E", 6. The contractor shall notify the City of Rancho Cucamonga Police Department, The Clty ,,J ( - THRU OR RIGHT � + � zJ 'J of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior 0 Q z Q o Q a BNSF RR TURN LANE N �0 —REMOVE & REPLACE AFFECTED LOOPS PER LOOP PLACEMENT to construction indicating any detour and/or road closures. a w U �_ W DETAIL ON SHEET NO. 1 . (SEE NOTE ON SHEET NO. 4) \ Q 6TH ST TOP OF CURB FACE �� �> " IP PER CITY STD. N0. 133. �1 — PAINT 12 SOLID WHITE STRIPE E 7. Contractor shall have a "Class A" Contractor Licence. UFIF�A�, �;T 0 I�1 —PAINT 4" WHITE SOLID STRIPE WITH TYPE"G" MARKERS PER CITY _ 0_ — — STANDARD. N0. 133. EXISTING SURVEY MONUMENTATION LOOP. DETECTOR PLACEMENT All existing survey monuments that will be disturbed by this project shall be referenced and nCINITY MAP RFFER TO PLAN FOR DISTANCE PAINT 4" WHITE DASHED STRIPE WITH TYPE "G" MARKERS PER CITY reset by the Construction Surveyor in accordance with Section 8771 of the California NOT To TO ADVANCE DETECTORS STANDARD NO. 133. Surveyors Act. Found monuments are shown on the plans and described as follows: (g) —PAINT 8" WHITE SOLID STRIPE WITH TYPE"G" MARKERS PER CITY STANDARD. NO. 133. (FOUND) 5— PAINT LEGEND, SYMBOL OR ARROW (TYPE IV) AS SHOWN. 1�-- F.D. 1 " I.P. TAGGED R.C.E. 9101 LOCATED AT STA 115+12.38 OF THE SECTION LINE WITHIN 1 OR 20 61�—PAINT TYPE 1 ARROW 100' O.C. HAVEN AVENUE. INSTALL TYPE "H" MARKERS 24' O.C. TYP. N 0.10' OR 0.15' - — — — -- — --� _ @—RE—PAINT EXISTING LEGEND, STOP BAR AND ARROW (TYPE IV). STRIPING GENERAL O TE S (30 mm or 45 mm) 1. All details and dimensions for traffic striping and markings and the Installation thereof shall conform to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City AFTER COLD PLANE, CRACK SEAL Standard plan no. 133, unless otherwise approved or directed by the City Engineer. VISIBLE CRACKS 1/4" OR LARGER (TYP.) 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. TYPICAL SECTION A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted. B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation 10' TRANSITION 8' f12' to t19' of striping and markings. 1 2 2 0.10' 0.15' 0.27' AC D. All control points and spotting removed during sandblasting shall be replaced prior to installation of striping and markings. 0.15'+ -- } �— E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to — installation of new or replacement striping and markings. — — — 0.63' AB BASE & SUB BASE SHALL AFTER COLD PLANE, CRACK SEAL VISIBLE CRACKS 1/4- OR LARGER AFTER COLD PLANE, BE COMPACTED 0 959 (TYP-) F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type, CRACK SEAL VISIBLE MIN. 15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the CRACK 1/4" OR 3 crtY first, unless otherwise noted. SECTION — B LARGER (TYP.) 4 DESCRIPTION OF REVISION DATE A�vRovEn PAVING TRANSMON N.T.s. g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry), STA 132+80 to 132+90 SECTION — A CITY O>' RANCHO CUCAMONGA unless otherwise noted. STA 133+25 to 143+50 STA 146+75 to 160+12 H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping TITLE SHEET and markings to the satisfaction of the City Engineer. HAVEN AVENUE I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control LEGEND: PAVEMENT REHABILITATION measures, in accordance with the city and state standards. E S OF HAVEN AVE – FROM FOOTHILL BLVD TO BASE UNE ROAD 0.10' COLD PLANE & 0.10' ARHM OVERLAY. W S OF HAVEN AVE – FROM FOOTHILL BLVD TO 150'* S 0 DEER CRK CH J. Temporary or construction striping and markings shall be in accordance with the city and state standards (NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE CRACKS and as directed by the City Engineer. 1/4" OR LARGER PRIOR TO OVERLAY.) aOFESS/o APPROVED BY: DATE: 16 IA)Ve4f P --� CITY ENGINEER RCE: 24/95Y 3. Street Name Signs shall be installed per City Standard Plan No. 401-A. 0.15' COLD PLANE & 0.15' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE CRACKS ~(v �? ice + _ `": - _ �,co�M 'JA 4. Traffic Signs shall be installed per City Standard Plan No. 401-B. 1/4" OR LARGER PRIOR TO OVERLAY.) n! No. 24953 RD/MA CITY OF RANCHO CUCAMONGA SAf G 1/99 x W c NTD DW 91-730 SHEFTSAWCUT & REMOVE EXISTING PAVEMENT AND ANCO CLCOCA, A REPLACE WITH 0.27' A.C. PAVEMENT OVER CIV / MA 1 of 5 0.63 C.A.B. PER SECTION A. FCHECKED �C.ENO WM ,O CH DATE FILE No 1644 7 v ' I < m o _ 1 k r 105+81.83 CL HAVEN AVE - -- �4 _ _ _ __ 111+00 110+00 D rri HAVEN t AVENUE 0 ,o CONSTRUCTION NOTES ;o0.10' COLD PLANE & 0.10' ARHM OVERLAY. � (NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) ! `ju 0.15' COLD PLANE & 0.15' ARHM OVERLAY. - 5 5 `o f (NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE r, f II z , z CRACKS 1/4- OR LARGER PRIOR TO OVERLAY) -D-� 3 SAWCUT AND REMOVE EXISTING PAVEMENT AND BASE _ -- - D . .. �-- -�v_ . � � = AS NECESSARY. n � �" � � �" ,, i % ' ,� i L /Y �� i � ,� � �� � ' � /" / %' j. � CAP P AVE 0. A.C..C. PAVEMENT OVER 0. C.A.B. AND + - i" + r WITH 0.15 ARHM OVERLAY AS SHOWN IN SECTION A. E � - - Z f , _ _. _ . - - � 4 �- PROTECT IN PLACE (MH, VALVES, P.C.C. BOX COVER, 4_ ' rrI Z __. �^.. _... _.... _. -_.._ _. z SURVEY MONUMENTS, P.C.C. PAVEMENT AND OTHER -W' - -- - -- - APPURTENANC 1244 25+ c 6 REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN ON SHEET 4 & 5. / 7 17 ... __ —._.... .. .. ... ..: '_. _ ... r. _.__.. .... «. .—. ✓�.. _ .tea. _ r__ _ .. ._, ._.. .. 4 v O ~`e HAVEN AVENUE mZ I m I 0 } SCALE 1 "=40' I � D -- n - _ — -- - - MY r ! v m m DESCRIPTION OF REVISION DATE APPrzarm � t CITY OF RANCHO CUCAMONGA t , , Y i , _ PLAN t _ HAVEN AVENUE (D PAVEMENT REHABILITATION � MENT REHA6ILIT N / + v E S OF WOVEN AVE FROM FOOTHILL BLVD TO BASE UNE ROAD + - -. �L - 'r o w/s - 50't '`�. n� � �+ OF HAVEN AVE FRO FOOTHILL BLVD TO 1 S 0 DEER C CH LA . LEGEND: �Q�oFESS/ APPROVED BY: DATE: 10' PAVING TRANSITION �` �" �� HAVEN SEE SECTION "B" ON SHT. 1 cn cn v � A _,._ �� -} �'� AVENUE 0 0.10' COLD PLANE & 0.10' ARHM OVERLAY. All�� CITY ENGINEER RCE: 2 5 D D (n (NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE CRACKS DESIGNr �ti QEF ��; �/ RECOIAAImm JAU O I 1/4- OR LARGER PRIOR TO OVERLAY.) — N N ;; W No. 24953 RD CITY OF RANCHO CUCAMONGA . m ® 0.15 COLD PLANE do 0.15 ARHM OVERLAY. Exp. 12-31-01 ENTER DRIVE v + g (NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE CRACKS # * p�,yK� 10500 Civic C_ SFIEET RANCHO CtJCAMONGA, CA 91730 cn cp 1/4' OR LARGER PRIOR TO OVERLAY.) CIO— `r x SAWCUT do REMOVE EXISTING PAVEMENT AND 1 V ►� 2 of 5 REP�►CE WITH 0.27 A.C. PAVEMENT OVER -CX01 CHEMED RZZ NO oit�'wm NO. 0.63 CA.B. PER SECTION A—A. CH DATE FU NO 1 fi44 T x to — __.. ,_.. _ - - - — - - — cr _ m z _ _. _ m __ -+ r,r p 14 i — _. ... — m mcn \ 'ti m 3c — \ \ \ \ LA .._ Ul + ` _. _. , \ CJ1 _ _._ _,,...........__..ha ... ,.._... - , w T IT! ~`� \ J r� n 0 AV m NUE HAVEN E m ;u .I m CONSTRUCTION NOTES 1a-- 0.10' COLD PLANE do 0.10' ARHM OVERLAY. CA 1% PLANE, CRACK " OR LARGERPRI R CRACKS 4TO OVERLAY) 2� 0.15' COLD PLANE & 0.15' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE D CRACKS 1/4- OR LARGER PRIOR TO OVERLAY) -- _ ---- -_ SAWCUT AND REMOVE EXISTING PAVEMENT AND BASE n AS NECESSARY PAVE 0.27' A.C. PAVEMENT OVER 0.63' C.A.B. AND CAP _ = 4 Z r- WITH 0.15' ARHM OVERLAY AS SHOWN IN SECTION A. _ ( , VALVES, P.C.C. BOX COVER, 5 PROTECT IN PLACE MH SURVEY MONUMENTS, P.C.C. PAVEMENT AND OTHER v y REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS D SEE STRIPING PLAN ON SHEET 4 do 5. 00 VI A 4+ ... _.. _ __ ... ._..��. ....._ _. Z7 4 _ µ HAVEN ` � m AVENUE R. 5 D # o t` n m v I I < m SCALE 1*=40' m - - r 4 Z­ > -_._---_- - DESCRIPTION OF REVISION DATE M; M J - - - CITY OF RANCHO CUCAMONGA t \ - X' + C i S PLAN W V, Ch 0 HAVEN AVENUE PAVE TION + ` \ _ PAVEMENT REHABILITATION I LITH nt . .. \ Y' \ \ nom O E/S OF HAVEN AVE-FROM FOOTHILL BLVD T O BASE UNE ROAD - '~ Trr W/S OF HAVEN AVE-FROM FOOTHILL BLVD T O 150 t S/0 DEER CRTC HAVEN AVENUE ......... �� LEGEND: �ao>:Ess/�� APPROVED 6Y: / i � DATE: - z �p R %I CITY ENGINEER T� /���{,�, ,� RCE: 24953 0.10 COLD PLAW & 0.10 ARHM OVERLAY. �, ti� � O (NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE CRACKS ����� Zp DESK 1 ti - -� �-JA(5 Q 1/4' OR LARGER PRIOR TO OVERLAY.) W il 3 No. 24953 RD CITY OF RANCHO CUCAMONGA Liko 1' ® N0T5E: A�LRCOL`D''PLANE, OCRAACCK SREAHL VISI�CCRRACKs * Exp. ,2-3t-o, * � 10500 CIVIC C--NTER DRIVE 1/4' OR LARGER PRIOR TO OVERLAY.) C „ ! MA DRAM RANCHO CUCAMONGA, CA 9,730 SAWCUT & REMOVE EXISTING PAVEMENT AND �'CI►��F 3 �- CHEMED DRAWING 0.630CAWB" 0 SECTION PA�� OVER CH 1644 DATE FU No