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HomeMy WebLinkAbout2360GENERAL NOTES FROM FOOTHILL BOULEVARD SOUTH OF P.E. TRAIL 1, All work shall, conform to the City of Rancho Cucamonga Standard Drgwngs and the Standard Specifications for Public Works Construction, (Green Book), 2012 Edition and including the 2013 supplement. 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 Underground Service 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 -6221 Southern California Gas Co. (909) 335 -3919 Verizon Communication (760) 245 -0330 Cucamonga Valley Water District (909) 483 -7313 Charter Communication (951) 343 -5171 Metropolitan Water District (213) 217 -7807 4. The contractor shall notify the City of Rancho Cucamonga Police Department, The Clty of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior to construction indicating any detour and /or road closures. 5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) 477 -2740, Monday - Thursday, and at least two working days prior to the construction start date. 6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or encroachment within any City of Rancho Cucamonga easement or rights -of -way. 7. During the construction operations at least one 12' lane in each direction shall be provided for each direction of travel on all streets at all times. The traffic lanes shall be maintained on pavement and shall remain unobstructed. 8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall take sole an responsibility for the repair /replacement, at no cost to the City, � , for damage to said underground utilities. pipes and structures. 9. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement of any work. All discrepancies shall be reported for direction immediately to the City. 10. On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall possess any = and all contractor licenses, in form and class as required by any and all applicable laws with respect to any and all of the work to be performed under this contract; Including but not limited to a Class "A" License (sufficient to cover all the work to be performed in accordance with the provisions of the Contractor's License Law (California Business and Professions Code, Section 7000 et. _seq.) and rules and regulations adopted pursuant thereto. EXISTING SURVEY MONUMENTATION All existing survey monuments that will be disturbed by this project shall be referenced and reset by the City Construction Surveyor in accordance with Section 8771 of the California Surveyors Act. 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. STORM DRAIN GENERAL NOTES 1. All pipelines or substructures of any kind, telephone or power poles, water meters, walves, fire, hydrants, etcetera, shown or not shown on these plans within the right -of -way limits , n or , adjacent areas where improvement work �s to be done, shall be removed, relocated, or protected in place as required at no extra cost to the City of Rancho Cucamonga. 2. Any Contractor performing work on this project shall familiarize himself with the site and shall be solely responsible for any damage to existing facilities resulting directl y or indirectly for his operations, whether or not such facilities are shown on these plans. 3. The Contractor shall reconstruct, replace or repair existing structures, pavement, curb and gutter , utility lines and other appurtenances affected by the installation of the storm drain system. RANCHO I CUCAMONGA L] HILjsi CC a o.. c¢n BANY Ego �szN Q J' W Q U -VICINITY MA IL NOT TO SCALE SITE SHEET INDEX SECTION SHEET NO. DESCRIPTION 1 TITLE SHEET 2 MISCELANEOUS DETAILS CUCAMONGA STANDARD NO. 308. � 3 STORM DRAIN IMPROVEMENTS PLAN 4. The Contractor shall provide and install barricades, delineators, warning devices, and construction signs FROM STA. 1+00-00 TO STA. 12 +00.00 cr 0 STANDARD NO. 307, CASE A. in accordance with the _current California Joint Utility Traffic .Control Manual . (CJUTCM) published by u' 4 LATERALS Z ° a 5 STREET OVERLAY PLAN �- 6 STREET OVERLAY PLAN Q Z W Q approved by the Engineer. During adverse weather or unusual traffic or working conditions additional 7 SIGNING & STRIPING PLAN tz traffic devices shall be placed as directed by the engineer. END OF THE PIPE 5. a ,0 8 SIGNING & STRIPING PLAN Z Q CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY OF RANCHO 9 TRAFFIC SIGNAL / VIDEO DETECTION W C CUCAMONGA STANDARD DRAWING NO. 336. 6. STREET IMPEOVEMENT CONSTRUCTION NOTES: 'I--- VARIABLE COLD PLANE FROM 0' TO 0.12'. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) - 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CRACK 1/40 OR LARGER PRIOR TO OVERLAY) REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN ON SHEET 12. - ADJUST TO GRADE (MH, VALVES, CLEAN OUTS, P.C.C. BOX COVER, SURVEY MONUMENTS, P.C.C. PAVEMENT AND OTHER APPURTENANCE.) 5 JOIN EXISTING (SEE JOINT DETAIL ON SHEET 9) 6 CONSTRUCT 0.12' ASPHALT CONCRETE PAVEMENT AS SHOWN ON SECTION "A" (APPROXIMATE LOCATION, FIELD LOCATE). FULL DEPTH COLD PLANE 0.12'. CONSTRUCT ACCESS RAMP PER CITY STD. NO. 102. 9�- GRIND AND PATCH - 0.12' COLD PLANE AND 0.12' A.C. PATCH ON EXIST. ALLIGATOR CRACKS. NOTE: SHOWN ON PLANS ARE APPROX. LOCATION ONLY. FIELD LOCATE AND MARK EXACT LOCATION OF THE GRIND AND PATCH AREAS AND BE APPROVED BY THE CITY INSPECTOR PRIOR TO GRINDING AND PATCHING OPERATIONS. 10 INSTALL CONSTRUCTION NOTIFICATION SIGN PER DETAIL (SEE SPEC. APPENDIX) FIELD LOCATE DESIRABLE LOCATION PER CITY'S APPROVAL, STORM DRAIN CONSTRUCTION NOTES: -- INSTALL 24" DIA. R.C.P. STORM DRAIN, D LOAD PER PLAN. INSTALL 60" DIA. R.C.P. STORM DRAIN, D LOAD PER PLAN. CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 300. 13. Sanitary sewers and house connections crossing over the storm drain trench shall be protected in place. 14. Locations shown on the contract drawings for existing sanitary sewer house connections are approximate only. The Contractor shall field locate laterals. 15. City approval of these plans does not relieve the Contractor from responsibility for the correction of error and omission discovered during construction, upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. 16. Work site and exterior streets shall be kept in a neat, clean, and hazard free, orderly state throughout construction site shall be cleaned upon request of the inspector. 17. The final surface layer of asphaltic concrete roadway .pavement shall not be placed until all utilities and utility laterals within the roadway have been installed and all unacceptable parkway and roadway improvements are removed and replaced to the satisfaction of the City Engineer. Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG ,?V .pFESS J pat a No. 53672 0 Z Exp. 06 -30 -15 Cry 1L' �r OF cxt.%* CONSTRUCT MONILITHIC CATCH BASIN CONNECTION PER CITY OF RANCHO CUCAMONGA STANDARD NO. 308. CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA 4. The Contractor shall provide and install barricades, delineators, warning devices, and construction signs STANDARD NO. 307, CASE A. in accordance with the _current California Joint Utility Traffic .Control Manual . (CJUTCM) published by California Inter- Utility Coordinating Committee, the Work Area Traffic Control Handbook (WATCH) and the �- CONST. MAN -HOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STANDARD current Caltrans Manual of Traffic Control for Construction and Maintenance Work Zones unless otherwise DRAWING NO. 319. approved by the Engineer. During adverse weather or unusual traffic or working conditions additional - UNPLUG EXISTING CONCRETE PLUG AND RE -USE THE PLUG AT THE UPPER traffic devices shall be placed as directed by the engineer. END OF THE PIPE 5. Contractor shall locate existing loop detectors and restore in place after installation of the CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY OF RANCHO proposed storm drain. CUCAMONGA STANDARD DRAWING NO. 336. 6. Prior to performing an excavation of the project the Contractor P 9 Y p j shall submit shoring drawings ������ NOTES CONNECT EXISTING PARKWAY DRAIN AT BACK OF NEW CATCH BASIN to the City Engineer for approval, if such shoring does not conform to the State of California SEE DETAIL ON SHEET 2 OF 9 Construction Safety Orders dealing with excavations and trenches as issued by the Division of 10 PROTECT IN PLACE Industrial safety then shoring calculations and drawings shall be prepared by a California -- INSTALL NEW LOOPS DETECTOR PER PLAN Registered Civil Engineer. 2�-- PAINT 4" YELLOW SKIP CENTERLINE WITH TYPE -D" MARKERS, PER CITY. 7. Design of the R.C.P. shown on the contract drawings is based on the assumption the pipe will STANDARD PLAN 133. be installed in accordance with the pipe bedding detail as shown on City of Rancho Cucamonga " Std. Dwg. No. 341. If the trench width exceeds the outside diameter of the conduit plus 20 inches'- INSTALL 8 SOLID WHITE STRIPE the bed-ding shall be modified _and or pipe of additional, . f p p strength shoal be _provided. The proposed ,. FAINT SOLID YELLOW STRIPE, modification shall be approved by the City Engineer. 8. Trench backfill shall conform to the City of Rancho Cucamonga Std. Dw g . No.120 and shall be - INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. verified by compaction tests to the satisfaction of the Engineer or his representative. PER CITY STANDARD NO. 133. 9. Compaction tests of embankment construction, trench backfill, compacting original ground �- INSTALL THERMOPLASTIC STOP BAR, CROSSWALK, LEGEND, SYMBOL OR ARROW and all sub- grades shall be performed at no cost to the City of rancho Cucamonga. A written INSTALL SIGN & POST (PER PLAN). report with these compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. NOT USED 10. Paving replacement along the trench shall -be per City standard 120, If aggregate base exist the contractor 9 PAINT DOUBLE SOLID YELLOW STRIPE STRIPE WITH TYPE "D" MARKERS shall replace the aggregate base to match existing. all cost shall be included in the bid item per linear foot PER CITY STANDARD NO. 133. for the reinforced concrete pipe. 10 PAINT 4" SOLID WHITE STRIPE. 11. Estimate of quantities is provided by the Engineer solely for the convenience of the 11 FURNISH AND INSTALL VIDEO DETECTION SYSTEM PER TRAFFIC SIGNAL PLAN Contractor. The Contractor shall make his own determination of construction quantities DRAWING NO. 1300 ON SHEET 9 before submitting a bid. Any item of work required by these plans which is not specifically P P y IF R2 (35) SIGN AND POST EXISTING listed in the estimate of quantities shall be considered as included in the other items of work. REPAINT 35 MPH LEGEND 12. _ with Locations of catch basins connection pipe, junctions with -catch basins shown on the drawings LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC. are schematic. It is intended that such junctions be located at the downstream end of the NOTE: SEE TRAFFIC SIGNAL CONSTRUCTION NOTES ON SHEET 9 catch basin unless a detail of the connection is shown or a note specifically indicates otherwise, in all cases the exact locations will be determined in the fields by the Engineer to meet field conditions. 13. Sanitary sewers and house connections crossing over the storm drain trench shall be protected in place. 14. Locations shown on the contract drawings for existing sanitary sewer house connections are approximate only. The Contractor shall field locate laterals. 15. City approval of these plans does not relieve the Contractor from responsibility for the correction of error and omission discovered during construction, upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. 16. Work site and exterior streets shall be kept in a neat, clean, and hazard free, orderly state throughout construction site shall be cleaned upon request of the inspector. 17. The final surface layer of asphaltic concrete roadway .pavement shall not be placed until all utilities and utility laterals within the roadway have been installed and all unacceptable parkway and roadway improvements are removed and replaced to the satisfaction of the City Engineer. 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REMOVE EXISTING DLC'S - - IN___CONQUIT_- _ANI�_ IN -STALL VIDEO. _DETECTI -ON -- CABLES. CONTRACTOR ,.SHALL TAKE r.. ____ _ - _ _ - -- - -- -- - -- - _ _ - -- - _ -- - __ - - _ _ - - _ _ __ AL1� DUE CARE OF PROTECTING EXISTING CONDUCTORS. (MANUFACTURE �' REPRESENTATIVE SHALL BE PRESENT DURING INSTALLATION OF THE VIDEO sYSTEM) _ _ _ _ -- __ 12 FURNISH AND INSTALL ITERIS RZ�- -A�iDR VIpEf� DETECTION CAMERA ON __._ _ EXISTING- _- LI�MIIdAIRE- -C}R -- SIGNAL -MAST ARM -_PER MANUFACTURER'S -_ __- INSTRUCTIONS. REMOVE EXISTING DLC'S IN Ct}NDUIT AND INSTALL VIDEO DETECTION CABLES, CONTRACTOR SHALL TAKE ALL DUE CARE OF PROTECTING EXISTING CONDUCTORS. MANUFACTURER REPRESENTATIVE SHALL BE PRESENT DURING INSTALLATION OF THE VIDEO SYSTEM) 3�-- FURhl15H AI�fiD ,INSTALL VIDEO DETECTIC�I� _PROCESSING -UNIT �ITERIS VANTAGE EDGE OR APPROVED EQUAL} INS1D ULLER CABINET r► i � *' ,, r � + � � ..a i t _ M � � �,� '' '. „ � � � it uV `� . .:. I f Y r � +� � �, .�: II �II � f'� � �UI ��I� � �� � �. l i �.r. "'i � W T V� rill 450 �WOPD Ss �c a T 4019 � ��.�______.__._m_ __._ _____ �. 4 00 45+50 46+00 46+50 +L a 00 47+50 V--2—wy SIT �.w CAMDLEW►OD STREET DWY DWY QWY 1�DWY F DWY FDWY A ALDER STREET DWY DWY DWY 6 7+ C-4 C*4 53+00 53+50 54+00 5o,54+50 55+00 55+50 56+00 56+50 5 49+50 50+0i-`D 50+50 51+00 51+50 52+00 52+50 1 go48+00 48+50 49+00 2 '04 C14 DWY O DWY DWY ow DWY DWY DWY DWY M ONA A DWY DWY 61+50 DWY C-4 61+00 6o+50 5o+oo 59+50 0 57+50 58+00 584�0 59+00 50' -1 — — s! - — F C14 —1�6 DWY -C-4 2 DWY DWY W3-3 Y DWY A I if L=1 X-WALK / L\1 DWY N\ I DWY 60' TAPER BAY 62+50 63+00 Y. .......... mill . . ........ 40!.� DWY DWY 40, STRIPING NOTES PAINT 4- YELLOW SKIP CENTERLINE WITH TYPE -D" MARKERS, PER CITY. STANDARD PLAN 133. INSTALL 8" SOLID WHITE STRIPE INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. PER CITY STANDARD NO. 133. INSTALL THERMOPLASTIC STOP BAR, CROSSWALK, LEGEND, SYMBOL OR ARROW INSTALL -SIGN & POST (PER PLAN)- {9 --- PAINT DOUBLE SOLID YELLOW STRIPE STRIPE WITH TYPE "D" MARKERS PER CITY STANDARD NO. 133. FURNISH AND INSTALL VIDEO DETECTION SYSTEM PER TRAFFIC SIGNAL PLAN DRAWING NO. 1300 SEE SHEET 9 IF R2 (35) SIGN AND POST EXISTING REPAINT 35 MPH LEGEND LOT) NOTE.. LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC. -'d-t -- - < x Oct 0 a < >- >- 4t� > n n I-- a�� > w 0 nn LL: LL: vii 4: - OW — +0 a 150 0 CA 70+00 70+50 71+00 71+50 72+00 72+50 Ncr- Ld x x c 0 cy x Lu 0 Lu Lij ct� ill 0 m ULn � LLJ LIJ zttz LLJ u Ld E NU 0 0 N n CL n A L A - ZN C14 73+00 C14 C14 M x >F- 0 -3:2 L-Li x c 0 Ljj > LIJ Li < -1 Ljj ULn � LIJ LIJ zttz LLJ u 00 E NU 0 N n CL F1-1-74- 17 � Lij LLJ 73+50 74+00 74+50 ST > z M Li Ld cn co .,I- 6 Lu : LLJ < IN bi LOMITA AVE �-2 cn cn C-4 C-4 75+00 C-4 C-4 75+50 DWY - ---I DWY Y �wy AVENUE x 64+50 DWY DWY ALDER STREET 5r 185' TO 3 X—WALX 70' TAPER 5+ 1 ON C-14 C-4 T_ 60' TAPER BAY- �Ec" Li w m fr- Li of w Li N Li Lu 0 < n- o a- ■ Z a. C) C-1 -H < '* n 00 +a —0 ry co z 71) w 76+50 77+60 uj Ld CD z rY __j n < CD 0- n x n, x ck-1 x 0 0 fn p- LLJO co m Li < :�i 0 n °w cf) Id I rn Ln fy LIJ zttz LLJ u 00 E NU SCAM: 1"=40* 68+00 68+50 69t00 w :I- x mm cr- X 0 Lu cl� Li < :�i 0 n °w cf) Id I rn Ln fy 00 0 N n x 0 m :i Cn 69-1 0 co Q Zn w cr- w; Ill ill we CE ui m I 8 DWY DWY ESTACIA COURT J K DWY H]'410' 185' TO 13 1 W+5 11+0080, 11+50 12+00 --N–t2:r 0 6)w X-WALK FOOTHILL BOULEVARD 0 © + �&1 22+00 t O W DWY DWY I a r .— Y. vi L 01 j:' • I STAFFORD WAY i 11 1 dms /! wommow SCMZ: 1"=40" "k DWY DWY DWY A C14 _C14 C14 6 C, 21+50 C-4 17�50 501 18+00 18+50 50' —19+00 19+50 20+00 20+50 21+00 1 +00 50,14+50 15+00 15+50 16+00 16+50 17+00 -4 % 2 ------------- �wy DWY DWY DWY DWY STAFFORD WAY DWY A--DWY A nmy A DWY rr nwy DWY C-4 T29+00 29+50 30+00 C*4 30+50 31+00 31+50 32+00 501 32+50 33+00 33+50 34+00 28+50 50' - 22+50 23+00 23+50 C4 24+00 50' 24+50 25+00 5ol 25+50 26+00 26+50 27+00 27+50 28+00 ------ 4- C*4 50 Sa 2 -5 DWY DWY DWY DWY DWY DWY DWY DWY DWY 7F DWY:::! DWY --- ------ 6 &IONA VIENU 6 MORWICK STREET HEMLOCKS DWY A 8!c C-4 M 0= C14 -50 35+00 35+50 a 36+00 fi ......... 2 C14 DWY DWY 8 17 STRIPING NOTES 5 0' 36+50 4 DWY DWY A-1 N DWY DWY DWY DWY 6 6 C14 9==Mk -00= 00 40+50 41+00 41+50 50' /12+00 42+50 50' 43100 37+OC 3 50 501 38+ 00 38+50 39+00 39+50 2 A DWY DWY DWY DWY loMlor M A M U E MANN OVE STREET CHURCH STREET INSTALL NEW LOOPS DETECTOR PER PLAN PAINT 4" YELLOW SKIP CENTERLINE WITH TYPE "Dm MARKERS, PER CITY. STANDARD PLAN 133. INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. INSTALL THERMOPLASTIC STOP -BAR, CROSSWALK, LEGEND, SYMBOL OR ARROW PAINT DOUBLE SOLID YELLOW STRIPE STRIPE WITH TYPE "D" MARKERS PER CITY STANDARD NO. 133. IF R2 (35) SIGN AND POST EXISTING REPAINT 35 MPH LEGEND NOTE: LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC. ZI DWY —0 ul) Go + 4 43+50 44+00 5014 (n ----------- -ice 1.2-1 A, ch —A w DWY o -) t -6 + c*4 N w w DWY AR U) V ) � 10 La Z 0 U oa co �z U a h U CANDLEWODD STREET e CANDLEVYDQD STRL�E7' IRONWOOD STREET Lol j: r A 64 +5t Ell wr i:. ■m v mwm_ H ALDER STREET ALDER r I BASE LINE ROAD Fi7l' FAW LIF-1-4 STREET CONSTRUCTION NOTES: 1Q— VARIABLE COLD PLANE FROM 0' TO 0.12'. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) 2 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CRACK 1/4 OR URGER PRIOR TO QVERLAY) REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN ON SHEET 12. �— ADJUST TO GRADE (MH, VALVES, CLEAN OUTS, P.C.C. BOX COVER, SURVEY MONUMENTS, P.C.C. PAVEMENT AND OTHER APPURTENANCE.) 5 JOIN EXISTING (SEE JOINT DETAIL ON SHEET 9) 6 CONSTRUCT 0.12' ASPHALT CONCRETE PAVEMENT AS SHOWN ON SECTION "A" (APPROXIMATE LOCATION, FIELD LOCATE). 7--- FULL DEPTH COLD PLANE 0.12', CONSTRUCT ACCESS RAMP PER CITY STD. NO. 102. 4>_GRIND AND PATCH -- 0.12' COLD PLANE AND 0.12' A.C. PATCH ON EXIST. ALLIGATOR CRACKS. NOTE: SHOWN ON PLANS ARE APPROX. LOCATION ONLY. FIELD LOCATE AND MARK EXACT LOCATION OF THE GRIND AND PATCH AREAS AND BE APPROVED BY THE CITY INSPECTOR PRIOR TO GRINDING AND PATCHING OPERATIONS. @—INSTALL CONSTRUCTION NOTIFICATION SIGN PER DETAIL (SEE SPEC. APPENDIX) FIELD LOCATE DESIRABLE LOCATION PER CITY'S APPROVAL. AVENUE LEGEND* 0.12' ARHM OVERLAY VAR. COLD PLANE AND 0.12' ARHM OVERLAY GRIND AND PATCH -0.12' ,COLD PLANE AND 0.12' ,ARHM OVERLAY fing"w"p-mv SCAM: 1"=40' i :o i .m W N 0 +� .44 Q w Z co O U s U i i 10400 i LL BOULEVARD ESTACIA COURT STAFFORD WAY V !Ai 0 `f ■RMW WWAM ■ 0 M U NR ICK STREET CHURCH STREET STREET CONSTRUCTION NOTES: 01— VARIABLE COLD PLANE FROM 0' TO 0.12'. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) �- 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CRACK 1/4" OR LARGER PRIOR TO OVERLAY) - REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN ON SHEET 12. 4 ---- ADJUST TO GRADE (MH, CLEAN OUTS, VALVES, P.C.C. BOX COVER, SURVEY MONUMENTS, P.C.C. PAVEMENT AND OTHER APPURTENANCE.) 5 JOIN EXISTING (SEE JOINT DETAIL ON SHEET 9) 6 CONSTRUCT 0.12' ASPHALT CONCRETE PAVEMENT AS SHOWN ON SECTION "A" (APPROXIMATE LOCATION, FIELD LOCATE). LJ FULL DEPTH COLD PLANE 0.12'. 8--- CONSTRUCT ACCESS RAMP PER CITY STD. NO. 102. @-- -GRIND AND PATCH 0.12' COLD PLANE AND 0.12' A.C. PATCH ON EXIST. ALLIGATOR CRACKS. NOTE: SHOWN ON PLANS ARE APPROX. LOCATION ONLY. FIELD LOCATE AND MARK EXACT LOCATION OF THE GRIND AND PATCH AREAS AND BE APPROVED BY THE CITY INSPECTOR PRIOR TO GRINDING AND PATCHING OPERATIONS. @—INSTALL CONSTRUCTION NOTIFICATION SIGN PER DETAIL (SEE SPEC. APPENDIX) FlELD LOCATE DESIRABLE LOCATION PER CITY'S APPROVAL. LEGEND: 0.12' ARHM OVERLAY VAR. COLD PLANE AND 0.12' ARHM OVERLAY GRIND AND PATCH - -0.12' COLD PLANE AND 0.12' ARHM OVERLAY 0 Lo 40 �tz t; • V3 W U 0 SCALE: 1"=40' ul �o •m W O W U to �t: Q U 2" BRASS DISK IN CONC. WIN G WALL STAMPED "CITY OF RANCHO CUCAMONGA BM 0032 19810 AT THE NORTHEAST CORNER OF FOO ILL BLVD. AND EAST D AVE. 5 FT. SOUTH OF N"LY E WING WALL OF BRIDGE ACROSS 01WANDA C:�IEK. ELEV: 1195.431 HORIZ. SCALE: 1"=40' VERT, SCALE: 1"-8' 1 14-M 2-t-m -I.&M A.LM at .L nn &_&nn 19-L-f%m 40 -a- &%n 0% a ~% m &% a 0%&% A A m AftAft BASE LINE ROAD STORM DRAIN CONSTRUCTION NOTES: INSTALL 24" DIA. R.C.P. STORM DRAIN, D LOAD PER PLAN. INSTALL 60* DIA. R.C.P. STORM DRAIN, D LOAD PER PLAN. Q— CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 300. CONSTRUCT MONILITHIC CATCH WIN CONNECTION PER CITY OF RANCHO CUCAMONGA STANDARD NO. 308. CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STANDARD NO. 307, CASE A. CONST. MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 319. UNPLUG EXISTING CONCRETE PLUG AND RE-USE THE PLUG AT THE UPPER END OF THE PIPE CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 336 (NO SIDE INLET PIPE TO PIPE ONLY). CONNECT EXISTING PARKWAY DRAIN AT BACK OF NEW CATCH BASIN SEE DETAIL ON SHEET 2 OF 9. (1-0)-- PROTECT IN PLACE. LOMITA OR momm"m9w SCAM: 1"=40" DESCRIPTION OF REVISION DATE C" APMWVM. CITY OF RANCHO CUCAMONGA PLAN & PROFILE ROA, AVIENUE RAIN FROM N/O BASE LINE RD TO S/O P.E. TRAIL APPROVED BY: DATE: CITY ENGINEER RCE: 53t7i amm PLAN PREPARED BY: MVA CITY OF RANCHO CUCAMONGA DRAW 10500 CIVIC CENTER DRIVE 1A RANCHO CUCAMONGA, CA 91730 (HW MVA 3 ofr 9 CHECM DPAWM NO. RD2 2360 CONNECT EXISTING PARKWAY DRAIN TO NEW CATCH BASIN, SEE DETAIL STREET STA. 70 +60.00 =STORM DRAIN STA. 5+ CATCH BASIN --1 DETAIL N.T.S. STREET STA. 74+60.00 =STORM DRAIN STA. 9 +42.23 5, 5' 14' zi 5' L EXIST. A.C. PAVEMENT THICKNESS: VARIES EXIST. ALLIG. CRACKS CATCH - BASIN --2 DETAIL. M.T.V. Y GRIND AND PATCH DETAIL "NOTE: GRIND HEAVY ALLIGATORED SURFACE TO 0.12', APPLY TACK COAT AND OVERLAY YN1H 0.12' A.C. (C2 —PG 64-10) AND COMPACT (NOTE: MAINTAIN EXISTING GRADE) N GRIND AND PATCH ---J VARIES WIDTH AND LENGTH SEE PLANS AND DETAIL BELOW \— ROUTE AND CRACKS SEAL VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY (TYP.) AFTER COLD PLANE. RAMONA AVENUE - TYPICAL CROSS SECTION (REHAB.). N TS PROPOSED FINISHED SURFACE ---, EXISTING AC SURFACE W r►ni n 01 e?Jc N.T.S. (AREAS WHERE CURB & GUTTER ONLY) SAWCUT EXIST. PARKWAY DRAI a, #3 0 6 "O. C: 3-- #4 0 6"0. C. CONSTRUCT NEW PARKWAY DR, AND CONNECT TO NEW C.B. COMPACTED NATI C &G 1.5' J QSTING AC BEND #3 BAR TO NEW C.B. CV W EXIST A.C. SURFACE v� Im 3� En i " as d° o ,% a °n REMOVE RESIDUAL AC LEFT BY----/ COLD PLANE OPERATION TO PROVIDE PULL DEPTH BUTT JOINT-FOR OVERLAY. PROPOSED CATCH BASIN PROPOSED LATERAL (SIZE: VARIES) PARKWAY DRAIN MODIFICATION NOT TO SCALE PARKWAY DRAIN CONNEC11ON TO THE NEW CATCH BASIN COLD PLANE SURFACE, 25' VARIABLE COLD PLANE �► FROM 0' TO 0.12' DEEP A LEGEND: 0.12' COLD PLANE & .012' ARHM OVERLAY. ,. u Q. 4• A aa00 te a ol F10-1hUffilIxl, SURFACE FINISHED