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HomeMy WebLinkAbout2310ILI [of L eq;i IL� I E M LEMON AVENUE PAVEMENT REHABILITATION (FROM SAPPHIRE STo TO CARNELIAN ST.) 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), 2009 Edition with 2010 and 2011 supplements. 2. Public and private utilities and substructures shown hereon are from available records. The contractor shall be responsible for protecting all utilities and substructures as shown within the construction limits of this project and shall be responsible for any damage as a result of the construction operations. 3. The contractor shall notify UndergroundService Alert 1 -800- 422 -4133 and the following utilities two working days prior to construction or regarding any problems. Southern California Edison Co. (909) 357 -6581 Southern California Gas Co. (909) 335 -7755 Veri=on Communication (909) 469 -6336 Cucamonga Valley Water District (909) 483 -7313 METROPOUTAN WATER DIST. (213) 217 -6961 INLAND EMPIRE UTILITY AGENCY (909) 469 -6336 4. For inspection of this project, the Contractor shall Contact the Public Works Section at 477 -2740 Ext. 4036 two working days prior to the required date. 5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any construction or encroachment within any City of Rancho Cucamonga right —of —way. 6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior to construction indicating any detour and /or road closures. 7. Contractor shall have a "Class A" Contractor Licence. 8. The contractor shall install "construction notification si n" seven days prior to construction on both ends of the project as directed by the city. ?see specification appendix for detail) 1 2 3 -4 5 EXISTING SURVEY MONUMENTATION All existing survey monuments that will be disturbed by this project shall be referenced and reset by the City's Surveyor in accordance with Section 8771 of the California Surveyors Act. Found monuments are shown on the plans and are the following: Intersection of Lemon Ave. and (Napa Ave., Amberwood Dr., Holly Oak Dr.) STRIPING GENERAL NOTES 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 Standard plan no. 133, unless otherwise approved or directed by the City Engineer. 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. 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 of striping and markings. D. All control points and spotting removed during sandblasting shall be replaced prior to installation of striping and markings. 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. F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type, 15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the first, unless otherwise noted. g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry), unless otherwise noted. H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping and markings to the satisfaction of the City Engineer. I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control measures, in accordance with the city and state standards. J. Temporary or construction striping and markings shall be in accordance with the city and state standards and as directed by the City Engineer. 3. Street Name Signs shall be installed per City Standard Plan No. 401 —A. 4. Traffic Signs shall be installed per City Standard Plan No. 401 —B. NOT TO SCALE O • • •aa• • • PLANE AND OVERLAY PER DETAIL ON LEMON AVE TW. CROSS SECTION. 2a-- 0.12' THICK ARHM OVERLAY. (D—COLD • ,ai SURFACE TO as P AND SKIN I'ATCH • a- © • TO • •aa• COLD PLANE AND ARHm • a . y%- JOINT AND TRANSITION DETAIL ON SHEET 0 ADJUST WATER VALVE TO GRADE 0 ADJUST WATER METER TO GRADE 0 ADJUST MANHOLE TO GRADE (D—INSIALL ADVANCE CONSTRUCTION SIG ON a, END O RESET EXIST • a CITY) a _ INSTALL THERMOPLASTIC ALL LEGEND, SYMBOL OR ARROW TYPE IV (SAE.). �— PAINT 4" SOUD YELLOW LANE UNE WITH TYPE b' MARKERS, PER CITY STANDARD PLAN 133. 3Q-- 12" THERMOPLASTIC SOLID WHITE STRIPE. 3�— 12" THERMOPLASTIC SOLID YELLOW STRIPE. TITLE SHEET (CONSTRUCTION AND GENERAL NOTES DETAIL SHEET REHABILITATION PLANS SIGNING, STRIPING AND PAVEMENT MARKINGS 40-- PAINT 4" YELLOW SKIP STRIPE WITH TYPE "D" MARKER PER CITY STD N0. 133. 50--- INSTALL NEW (12'X6') LOOPS DETECTOR. ST" O6 -- INSTALL DOUBLE YELLOW CENTER UNE WITH TYPE -D " MARKERS PER CITY STD. DWG. NO. 133 Ho. s3s�2 Q7 --- INSTALL REFl. arw HYDRANT MARKER PER STD DWG. NO. 134 ALL LEGENDS, SYMBOLS, UMIT UNES AND CROSSWALKS SHALL BE THERMOPLASTIC. CONSTRUCTION NOTES 22' 22' 0-1 1a— 6' (0.12' -0' DEEP) VARIABLE COLD PLANE AND A.R.H.M. OVERLAY PER DETAIL ON SHT. 2, LEMON AVE. TYP. CROSS SECTION, HEREIN 2 20' 20' 2' O— 0.12' ARHM OVERLAY. CL t�— COLD PLANE HEAVY ALLIGATORED SURFACE TO 0.12' DEEP AND SKIN PATCH EX. PAVT. O w PER DETAIL ON SHEET 2 PRIOR TO ARHM OVERLAY O 2 �' 12 ' 2 6' — �� • v 25' 0.12' TO 0' DEEP VARIABLE COLD PLANE AND ARHM OVERLAY PER JOINT AND TRANSITION DETAIL ON SHEET 2 6' MAINTAIN EXIST GRADE MAINTAIN EXIST GRADE D PLANE COLD PLANE Q) - - -- - �J o °on0�fl��.C9 ti �- COLD PLANE EXIST ALLIG. CRACKS TO 0.12' DE Fr4P AND SKIN PATCH PER DETAIL HEREIN. (LOCATIO VARIES) PROPOSED 0.12' O +•m A.R.H.M. OVERLAY L EXIST. ALLIG. CRACKS w w ° a ** "ENUE TYPICAL CROSS SECTION 3 old NTS �3� o Z {^ kI N,Fo ? r rr 4 i r, (0.12' SKIN PATCH) EXIST. A.C. PAVEMENT THICKNESS: VARIES 5' Ij �A A SKIN PATCH REMOVAL AND REPLACEMENT OF HEAVY ALLIGATORED CRACKS SURFACE _ ** GRIND HEAVY ALLIGATORED SURFACE TO 0.12' (1.50 "), APPLY TACK COAT AND OVERLAY WITH 0.12' LEVELING COURSE (D2 —PG 64 -10) AND COMPACT (NOTE: MAINTAIN EXISTING GRADE) LEGEND.�AR. COLD PLANE ti VARIABLE COLD PLANE (0.12' -0' DEEP) AND 0.12' A.R.H.M. OVERLAY \\ z 0.12' A.R.H.M. OVERLAY (WITHOUT COLD PLANE) �\ Ll ! O z < O * a o a w 25, w 25' TRANSITION w TRANSITION * *NOTE: VARIABLE COLD PLANE (0- 0.12') AND 0.12' OVERLAY Q w w 1- -j o w IF CROSS GUTTER EXIST, LIMIT SHALL BE I Q a-N AT THE EDGE OF CROSS GUTTER x g EXIST . FINISHED SURFACE a ° o ( x PROPOSED FINISHED 0.12 , A.C. OVERLAY O a o O PLAN Q N 3 Q SURFACE NTS •- a a w o EXIST. FINISHED SURFACE DESCRIPTION OF REVISION DATE Appl1104110 CITY OF RANCHO CUCAMONGA 777 w�- `SCE \ \, DETAIL SHEET : \-. TYP. JOINT AND TRANSITION DETAiI. EXIST. A.C. PVM'T (0- 0.12') VARIABLE COLD PLANE LEMON AVENUE PAVEMENT REHABILITATION SECTION A -A /� �eG�\ (FROM SAPPHIRE STREET TO CARNELIAN STREET) NTS . . $, APPROVED BY �' fi y DATE: °�> �(ae} No. 53672 =' � d i �� i CITY ENGINEER , y� =' � ='a�e� ._ acs: s3%'i * j {� olsOn PLAN PREPARED BY: �o0MMO1DlD \, RD -1 CITY OF RANCHO CUCAMONGA or CA1.%� _ —' 10500 CIVIC CENTER DRIVE 9i�T RD -1 RANCHO CUCAMONGA, CA 91730 2 C oF J cm ecm U � 2310 OKfE 38t500 39t00 -—r— 0 N uj J U CONSTRUCTION NOTES lO- G' (0. 1 2' - 0' DEEP) VARIABLE COLD PLANE AND ARHM OVERLAY SEE DETAIL ON 5HT. 2, LEMON AVE. TYP. CR055 SECTION 2f�-- 0. 1 2' THICK ARHM OVERLAY. a3 -- COLD PLANE HEAVY ALLIGATORED SURFACE TO 0. 1 2'DEEP AND SKIN PATCH PER DETAIL ON SHEET 2 PRIOR TO ARHM OVERLAY. 4a— 25'(0. 12' TO O' DEEP) VARIABLE COLD PLANE AND ARHM OVERLAY PER JOINT AND TRANSITION DETAIL ON SHEET 2 l.� ADJUST WATER VALVE TO GRADE O6 — ADJUST CLEAN -OUT TO GRADE Q7 — ADJUST MANHOLE TO GRADE 8a— INSTALL ADVANCE CONSTRUCTION 51GN ON THE EAST AND WE5T END OF THE PROJECT (LOCATION VARIES) Q— RE -SET EXIST. MONUMENTS (BY CITY) STEV ti _b O P10. s3sii Exp. 03 -37 -13 E-- Lu cz Zt Qom. Q; i ... CONSTRUCTION NOTES 0-- G' (0. 1 2' - O' DEEP) VARIABLE COLD PLANE AND ARHM OVERLAY SEE DETAIL ON SHT. 2, LEMON AVE. TYP. CROSS SECTION O2 -- 0. 1 2' THICK ARHM OVERLAY. O3 -- COLD PLANE HEAVY ALLIGATORED SURFACE TO 0. 1 2'DEEP AND SKIN PATCH PER DETAIL ON SHEET 2 PRIOR TO ARHM OVERLAY. O4 -- 25'(0. 12' TO 0' DEEP) VARIABLE COLD PLANE AND ARHM OVERLAY PER JOINT AND TRANSITION DETAIL ON SHEET 2 0— ADJUST WATER VALVE TO GRADE ADJUST CLEAN -OUT TO GRADE k7 -- ADJUST MANHOLE TO GRADE BQ-- INSTALL ADVANCE CONSTRUCTION SIGN ON THE EAST AND WEST END OF THE PROJECT (LOCATION VAR(ES) 9a-- RE -SET EXIST. MONUMENTS (BY CITY) c c t u U N rm m A O Z 4 N 1 a N N ae rn O E38 � \'Y o i No. 53d72 Exp 03 ._.31 _ 13 c c t u U N rm m A O Z 4 N 1 a N N ae rn O Q- INSTALL THERMOPLASTIC WITH ALL LEGEND, SYMBOL OR ARROW TYPE IV (5.A.E.), O- PAINT 4" 50LID YELLOW LANE LINE WITH TYPE "D" MARKER5, PER CITY 5TANDARD PLAN 133. M- 12" THERMOPLASTIC 50LID WHITE STRIPE. 12" THERMOPLASTIC 50LID YELLOW STRIPE. ®-- PAINT 4" YELLOW SKIP STRIPE WITH TYPE "D" MARKER PER CITY 5TD NO. 133. Q5 -- INSTALL 1 2'X6' NEW LOOPS DETECTOR. ©- INSTALL DOUBLE YELLOW CENTER LINE WITH TYPE "D" MARKER5 PER CITY 5TD 7�- IN5TALL REFLECTIVE HYDRANT MARKER PER STD DWG. NO. 134 ■ ALL LEGEND5, SYMBOLS, LIMIT LINES AND CR055WALK5 SMALL BE THERMOPLASTIC. DOUBLE YELLOW THRU OR RIGHT TURN LANE 12'X6' LOOP (TYP.) TOP OF CURB FACE TYP. LOOP DETECTOR PLACEMENT REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS