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HomeMy WebLinkAbout2324CITYOFR N HOGA BANYAN STREET SIDEWALK AND PAVEMENT REHABILITATION (FROM ETIWANDA AVENUE TO ±850' W/O EAST AVENUE) 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), 2012 Edition. 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. Charter Communication 626 485 -0737 Southern California Edison Co. 909 357 -6581 Southern California Gas Co. (909) 335 -7755 Verizon Communication (909) 469 -6336 Cucamonga Valley Water District (909) 483 -7313 METROPOLITAN WATER DIST. (909) 392 -5137 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 sign" seven days prior to construction on both ends of the project as directed by the city. (see specification appendix for detail) RANCHO CUCAMONGA 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 described as follows: 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 CONSTRUCTION NOTES 10- 6' VAR. COLD PLANE (0.12' -0') PER DETAIL ON SHT. 2 LEFT TURN LANE 12A G�- 0.12' THICK ARHM OVERLAY. �- SAWCUT PORTION OF A.C. AND (5' -8 FROM THE PROPOSED EDGE 13 GUTTER, SEE PLAN) AND RECONSTRUCT 4" A.C. OVER 6" CAB 14 AND 0.12' ARHM OVERLAY (SEE DETAIL) THRU LANE a4 -- 25' (0.12' TO 0' DEEP) VARIABLE COLD PLANE AND ARHM 4�P - 0­! OVERLAY PER JOINT AND TRANSITION DETAIL ON SHEET 2 15 t�5 REMOVE AND REPLACE EXIST MAIL BOX TO GIBRALTAR PEDESTAL MAILBOX 4' LANE LINE ° AND POST COMBO WHITE, MODEL NO.: PEDOOOOW (SEE DETAIIL ON SHT.2) 16 515 - REMOVE AND RELOCATE EXISTING MAILBOX INCLUDING CUSTOM ROCK PEDESTAL COMPLETE IN PLACE 17 6a- REMOVE RAILROAD TIES 1 g a- REMOVE TREE / SHRUBS 19 8�- PROTECT IN PLACE 20 RELOCATE / REMOVE WOOD SIGNS 21 10 CONSTRUCT DRIVE APPROACH PER CALTRANS STD. PLAN. A -88A CASE "C" (CURB RAMP STANDARD DETAILS) 22 10 CONSTRUCT DRIVE APPROACH TYPE R -2, W =SEE PLAN, PER STD. DWG. NO.101 23 106 CONSTRUCT DRIVE APPROACH TYPE C, W =16' PER STD. DWG. RIGHT TURN LANE $ 10' NO.101 (MODIFIED RADIUS= 7' BOTH SIDE) 24 11 CONST. 8" CURB AND 24" GUTTER (A2 -8), PER STD. DWG. NO. 104 12 CONST. 6' CURB ADJACENT SIDEWALK PER STD. DWG. NO. 103 25 a a SHEET INDEX 1 TITLE SHEET (CONSTRUCTION AND GENERAL NOTES 2 DETAIL SHEET 3 -6 REHABILITATION PLANS 7 -8 CROSS SECTIONS 9 SIGNING, STRIPING AND PAVEMENT MARKINGS .I- DISTANCE 1 LINE PER C LATEST EDI C OF DOUBLE YELLOW LINE OR MEDIAN CURB FACE � LOOP DETECTOR PLACEMENT N U t r N NOTES: 1. TYPE D AND TYPE E LOOP DETECTORS SHALL NOT BE MIXED ON THE SAME DETECTOR CHANNELS. 2. LOOP DETECTORS ARE REQUIRED IN DEDICATED RIGHT TURN LANES ONLY WHERE SHOWN ON PLANS. 3. LOOP DETECTOR CHANNEL ASSIGNMENTS SHALL BE PER LOOP DETECTOR PLACEMENT DETAIL EXCEPT WHERE AUTHORIZED BY THE TRAFFIC ENGINEER. 4. LOOP DETECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE PROJECT'S SPECIAL PROVISIONS. 5. LOOP DETECTORS SHALL BE UPGRADED TO MEET THE REQUIREMENTS OF THIS STANDARD PLAN. CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIAL, AND EQUIPMENT TO PERFORM THE NECESSARY UPGRADE INCLUDING BUT NOT LIMITED TO THE FOLLOWING: - INSTALL LOOP DETECTORS IN THE CONFIGURATION AS SHOWN. - INSTALL ONE NEW DLC IN EXISTING CONDUIT PER ASSOCIATED DETECTOR CHANNEL FOR NEW TYPE D LOOPS. - INSTALL ONE NEW DETECTOR IN THE EXISTING CONTROLLER CABINET FOR EACH ADDED DETECTOR CHANNEL. - ENSURE PROPER DETECTION OF ALL NEWLY INSTALLED LOOP DETECTORS. 6. 1 -A -�P = DETECTOR ASSIGNMENT; A= CARDINAL DIRECTION OF APPROACH; P= ASSOCIATED PHASE CONST. 5' MODIFIED CURB ADJACENT SIDEWALK PER 7, FOR TYPE D LOOPS, INSTALL DLC TO THE CONTROLLER CABINET AND INSTALL EITHER RENO A &E (MODEL STD. DWG. NO. 103 C -1200 SERIES) OR EBERLE DESIGN INC. (ORACLE /2) OR AN APPROVED EQUAL VEHICLE DETECTOR INTO THE CONST. 4" PAVEMENT / SIDEWALK OVER COMPACTED NATIVE CONTROLLER CABINET. EQUIPMENT SHALL BE INSTALLED TO PROVIDE ITS INTENDED OPERATION. ADJUST TO GRADE ADJUST TO GRADE BY OTHERS ADJUST WATER VALVE TO GRADE ADJUST MANHOLE TO GRADE ADJUST CLEAN -OUT TO GRADE ADJUST WATER METER TO GRADE GRADE TO MATCH EXISTING CONSTRUCT 6" THICK PCC DRIVEWAY, 3000 PSI, LENGTH PER PLAN REMOVE AND RELOCATE GROUTED ROCK WALL AT BACK OF SIDEWALK (MATCH EXISTING) RELOCATE IRRIGATION CONTROL VALVES, HEAD AND LINES / CUT AND CAP AFFECTED SPRINKLER HEAD (COORD. WITH PROPERTY OWNER) POWER POLE NOTE: PROTECT POLE IN PLACE AND FOR ADA COMPLIANCE PROVIDE 3.50' MIN. CLEARANCE BET. POWER POLE AND THE EDGE OF SIDEWALK (SEE DEATIL "A' INSTALL ADVANCE CONSTRUCTION SIGN ON THE EAST AND WEST END OF THE PROJECT (LOCATION VARIES) CONNECT TO EXIST 3" DIA. PIPE AND INSTALL 3" DIA. UNDER SIDEWALK DRAIN SIGNING do STRIPING NOTES o-- INSTALL THERMOPLASTIC ALL LEGEND, SYMBOL OR ARROW TYPE IV (S.A.E.), PAINT 4" SOLID YELLOW LANE LINE WITH TYPE "D" MARKERS, PER CITY STANDARD PLAN 133. O3 -12" THERMOPLASTIC SOLID WHITE STRIPE. 3� - -12" THERMOPLASTIC SOLID YELLOW STRIPE. �- PAINT 4" YELLOW SKIP STRIPE WITH TYPE "D" MARKER PER CITY STD NO. 133. o-- INSTALL NEW (12'X6') LOOPS DETECTOR. o-- INSTALL DOUBLE YELLOW CENTER LINE WITH TYPE "D" MARKERS PER CITY STD. DWG. NO. 133 �- INSTALL REFLECTIVE HYDRANT MARKER PER STD DWG. NO. 134 8Q- PAINT 8" WHITE CHANNEUZING LINE WITH TYPE "G" MARKERS PER CITY STD DWG NO. 133 ALL LEGENDS, SYMBOLS, LIMIT LINES AND CROSSWALKS SHALL BE THERMOPLASTIC. QROFESS /0" �I No. 53672 m K Exp. 06 -30 DESCRIPTION OF REVISION mm o, CITY OF RANCHO CUCAMONGA TITLE SHEET BANYAN STREET SIDEWALK AND PAVEMENT REHABILITATION (FROM ETIWANDA AVENUE TO 850'W/0 EAST AVENUE) APPROVED BY: CITY ENGINEER DESIGN RD -1 CITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE RD -1 RANCHO CUCAMONGA, CA 91730 CHECKED RD -2 DATE R.C.E. NO FILE NO DATE: RCE: 53672 1 OF 9 DRAWING NO. 2324 LEFT TURN LANE 0 0 i 8•WHITE TURNING LANE UNE `V r THRU LANE 0­! 4' LANE LINE ° n 0 LIMIT N THRU LANE °D MUTCD, nON 10' m %D 6 BIKE LANE LINE $ 8 TURNING LANE UN E-.,7 RIGHT TURN LANE $ 10' (SEE NOTE 2) 1 m I ° TOP OF CURB FACE s• s' LOOP DETECTOR PLACEMENT N U t r N NOTES: 1. TYPE D AND TYPE E LOOP DETECTORS SHALL NOT BE MIXED ON THE SAME DETECTOR CHANNELS. 2. LOOP DETECTORS ARE REQUIRED IN DEDICATED RIGHT TURN LANES ONLY WHERE SHOWN ON PLANS. 3. LOOP DETECTOR CHANNEL ASSIGNMENTS SHALL BE PER LOOP DETECTOR PLACEMENT DETAIL EXCEPT WHERE AUTHORIZED BY THE TRAFFIC ENGINEER. 4. LOOP DETECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE PROJECT'S SPECIAL PROVISIONS. 5. LOOP DETECTORS SHALL BE UPGRADED TO MEET THE REQUIREMENTS OF THIS STANDARD PLAN. CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIAL, AND EQUIPMENT TO PERFORM THE NECESSARY UPGRADE INCLUDING BUT NOT LIMITED TO THE FOLLOWING: - INSTALL LOOP DETECTORS IN THE CONFIGURATION AS SHOWN. - INSTALL ONE NEW DLC IN EXISTING CONDUIT PER ASSOCIATED DETECTOR CHANNEL FOR NEW TYPE D LOOPS. - INSTALL ONE NEW DETECTOR IN THE EXISTING CONTROLLER CABINET FOR EACH ADDED DETECTOR CHANNEL. - ENSURE PROPER DETECTION OF ALL NEWLY INSTALLED LOOP DETECTORS. 6. 1 -A -�P = DETECTOR ASSIGNMENT; A= CARDINAL DIRECTION OF APPROACH; P= ASSOCIATED PHASE CONST. 5' MODIFIED CURB ADJACENT SIDEWALK PER 7, FOR TYPE D LOOPS, INSTALL DLC TO THE CONTROLLER CABINET AND INSTALL EITHER RENO A &E (MODEL STD. DWG. NO. 103 C -1200 SERIES) OR EBERLE DESIGN INC. (ORACLE /2) OR AN APPROVED EQUAL VEHICLE DETECTOR INTO THE CONST. 4" PAVEMENT / SIDEWALK OVER COMPACTED NATIVE CONTROLLER CABINET. EQUIPMENT SHALL BE INSTALLED TO PROVIDE ITS INTENDED OPERATION. ADJUST TO GRADE ADJUST TO GRADE BY OTHERS ADJUST WATER VALVE TO GRADE ADJUST MANHOLE TO GRADE ADJUST CLEAN -OUT TO GRADE ADJUST WATER METER TO GRADE GRADE TO MATCH EXISTING CONSTRUCT 6" THICK PCC DRIVEWAY, 3000 PSI, LENGTH PER PLAN REMOVE AND RELOCATE GROUTED ROCK WALL AT BACK OF SIDEWALK (MATCH EXISTING) RELOCATE IRRIGATION CONTROL VALVES, HEAD AND LINES / CUT AND CAP AFFECTED SPRINKLER HEAD (COORD. WITH PROPERTY OWNER) POWER POLE NOTE: PROTECT POLE IN PLACE AND FOR ADA COMPLIANCE PROVIDE 3.50' MIN. CLEARANCE BET. POWER POLE AND THE EDGE OF SIDEWALK (SEE DEATIL "A' INSTALL ADVANCE CONSTRUCTION SIGN ON THE EAST AND WEST END OF THE PROJECT (LOCATION VARIES) CONNECT TO EXIST 3" DIA. PIPE AND INSTALL 3" DIA. UNDER SIDEWALK DRAIN SIGNING do STRIPING NOTES o-- INSTALL THERMOPLASTIC ALL LEGEND, SYMBOL OR ARROW TYPE IV (S.A.E.), PAINT 4" SOLID YELLOW LANE LINE WITH TYPE "D" MARKERS, PER CITY STANDARD PLAN 133. O3 -12" THERMOPLASTIC SOLID WHITE STRIPE. 3� - -12" THERMOPLASTIC SOLID YELLOW STRIPE. �- PAINT 4" YELLOW SKIP STRIPE WITH TYPE "D" MARKER PER CITY STD NO. 133. o-- INSTALL NEW (12'X6') LOOPS DETECTOR. o-- INSTALL DOUBLE YELLOW CENTER LINE WITH TYPE "D" MARKERS PER CITY STD. DWG. NO. 133 �- INSTALL REFLECTIVE HYDRANT MARKER PER STD DWG. NO. 134 8Q- PAINT 8" WHITE CHANNEUZING LINE WITH TYPE "G" MARKERS PER CITY STD DWG NO. 133 ALL LEGENDS, SYMBOLS, LIMIT LINES AND CROSSWALKS SHALL BE THERMOPLASTIC. QROFESS /0" �I No. 53672 m K Exp. 06 -30 DESCRIPTION OF REVISION mm o, CITY OF RANCHO CUCAMONGA TITLE SHEET BANYAN STREET SIDEWALK AND PAVEMENT REHABILITATION (FROM ETIWANDA AVENUE TO 850'W/0 EAST AVENUE) APPROVED BY: CITY ENGINEER DESIGN RD -1 CITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE RD -1 RANCHO CUCAMONGA, CA 91730 CHECKED RD -2 DATE R.C.E. NO FILE NO DATE: RCE: 53672 1 OF 9 DRAWING NO. 2324 18' m 18' 12 BANYAN STREET - TYPICAL CROSS SECTION 11 STA. 10 +30 TO 12 +00 AND STA. 25 +30 TO 27 +80 (SEE PLAN AND CROSS SECTIONS SHT. 7 &8) VAR. (10' -18') 18' BANYAN STREET - TYPICAL CROSS SECTION STA. 12 +00 TO 25 +30 (SEE PLAN AND CROSS SECTIONS SHT. 7 &8) LEGEND: VARIABLE COLD PLANE (0.12'-0' DEEP) AND 0.12' A.R.H.M. OVERLAY D0.12' A.R.H.M. OVERLAY (WITHOUT COLD PLANE) * *NOTE: IF CROSS GUTTER EXIST, LIMIT SHALL BE AT THE EDGE OF CROSS GUTTER 5' iF U 6' (TYP.) VAR. COLD PLANE w 25' TRANSITION VARIABLE COLD PLANE (0- 0.12') AND 0.12' OVERLAY " g EXIST . FINISHED SURFACE Q a. o o PLAN Q I NTS w TYP. JOINT AND TRANSITION DETAIL .rF DlllNN, -- P u\BINVPMEI 'W , W'T O' 1A7AVflfMY \B.WVAN -fl.IT. GST 1.. REAIWM�f CVdLDJwg,'JF /E0t31134[9IN O 0 0 U Z O :2 U J Ll O O Z w > (� Q ° a w a ^ w > w w ° w N � oU) X F- w U U IN O li'c iriLmN Me PROPOSED FINISHED SURFACE 0.12" 0.12' 0.12' A.C. OVERLAYO EXIST. A.C. PVM'T `-- (0- 0.12') VARIABLE COLD PLANE SECTION A -A NTS EXIST. FINISHED SURFACE CONSTRUCTION NOTES 1a— 6' (0.12' -0' DEEP) VARIABLE COLD PLANE AND 0.12' A.R.H.M. OVERLAY PER DETAIL HEREIN O— 0.12' ARHM OVERLAY. 3�— SAWCUT PORTION OF A.C. (5' -8' SEE PLAN) FROM THE PROPOSED EDGE OF GUTTER AND CONSTRUCT 4" A.C. OVER 6" C.A.B. AND 0.12' ARHM OVERLAY PER DETAIL ON SHT. 2 O— 25' (0.12' TO 0' DEEP) VARIABLE COLD PLANE AND ARHM OVERLAY PER JOINT AND TRANSITION DETAIL ON SHEET 2 a— REMOVE AND REPLACE EXIST MAIL BOX TO GIBRALTAR PEDESTAL MAILBOX AND POST COMBO WHITE, MODEL NO.: PEDOOOOW (SEE DETAIIL ON SHT.2) 11 CONST. 8" CURB AND 24" GUTTER (A2 -8), PER STD. DWG. NO. 104 12 CONST. 6' CURB ADJUCENT SIDEWALK PER STD. DWG. NO. 103 �— CONST. 5' MODIFIED CURB ADJACENT SIDEWALK PER STD. DWG. NO. 103 19 GRADE TO MATCH EXIST. 8 GIBRALTAR PEDESTAL MAILBOX AND POST COMBO WHITE (MODEL NO. PEDOOOW) (MFG. PART NO. PEDOOOOW) L___ - - -� EXIST OR PROPOSED CG & S.W. MAIL BOX PLACEMENT DETAIL 11.10FSC*nx.,,,,eoe a,nee�vnti- crnWS,o. nmnrvw m a..a auu rro xunrnw- xcvame�. zamm i «nun are BENCHMARK BM NO. :10090A FOUND 2.5" BRASS DISK SOUTHEAST CORNER OF CATCH BASIN AT THE SOUTHWEST CORNER OF BANYAN STREET & EiIWANDA AVENUE 20'7 WEST OF THE BCR ON SOUTH _ SIDE OF BANYAN STREET ELEVATION: 1534.540 C, 4a /-EX. GRID 18 N/0 CL ' EX. GIRD 18 N/0 CL — _ PROP. TG , '1 i 1030 - _ 0, ` -- rPROP.; TG --� —`_ EX. GRID 18 N/0 CL - EX. C.L. — —_ - VIP- — I Imo^ `EX. I -A525 C.L. < N HORIZ. SCALE: 1"=20' VERT. SCALE: 1"=4' I 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 20 20 BANYAN s% 20 20 CD N 0 CD N o CD N U) N 10 w Cv 10 � X 'S W 13008 N b\ x 10 10 1 _ W o x,12974 GROUTED ROCK NEW LOC. ¢ ^ 1 N 13066 �� �� o �� 21 N� Nm Nm o °�� o ° o� �Y o �� ° Nom' �Y o¢ o �m �1m co ��� 12 8 °m °m ,, N C) 12 Nm N< CID o N Nm Nm �o + �° 22 CD - - 21 22 19 21 19 19 m 19 A 1: 4H o o - '" -- - -- - - -- - - - - -- - - - - -- -- - - - -- - -- - -- - u7 �A - -- - z -- -- - - - - - -- -...- —x— - -- _ X -- - - % -- - -- - -- - -- - - - -- � - - i O - - - -X - - 0 0 WM - -x .— X —X —'n X— X —X —x —x x —x x X —X Sri S — e y O•-N Col.: 8 18 EX. EP Cn�� EX ROCK WALL J rn� Cfl o o �O— Id Q • C'4 O J r W V ��� I y oO ��� is +oo i t 2 Ln �2NO 17 +00 a� I i t i__ I 2 18 +00 11 I- 19 +00 sn 1111 ��� o n� yZ I� 8 N N N N mot- N N zo +oo °, + u X +III Q U �'m� r, �m� o� �m� T► I`� —+ N m F- N CD F- W Lui _ ��� 0 =(03) N N JW 777 ++ I Z= 1 N _... �I WM = W Q - - J - — -- CONSTRUC110N ---- NOTE$ -. �— 6' VAR. COLD PLANE (0.12' -0') PER DETAIL ON SHT. 2 �': W a— 0.12' THICK ARHM OVERLAY. 11 CONST. 8" CURB AND 24" GUTTER (A2 -8), PER STD. DWG. NO. OD Underground Service Alert CITY OF RANCHO CUCAMONGA 3�— SAWCUT PORTION OF A.C. AND (5 FROM THE PROPOSED EDGE 12 CONST. 6 CURB ADJACENT SIDEWALK PER STD. DWG. 104 NO. 103 0``FORE °o o Call: TOLL FREE PLAN AND PROFILE GUTTER) AND RECONSTRUCT 4" A.C. OVER 6" C.A.B AND 0.12' BANYAN STREET ARHM OVERLAY CONST. 5 MODIFIED CURB ADJACENT SIDEWWALK PER STD. DWG. N0. 103 "` 1 -800 4�— 25' (0.12' TO 0' DEEP) VARIABLE COLD PLANE AND ARHM 18 ADJUST WATER METER TO GRADE 422 -4133 SIDEWALK AND PAVEMENT REHABILITATION OVERLAY PER JOINT AND TRANSITION DETAIL ON SHEET 2 (FROM ETIWANDA AVENUE TO 850' W/O EAST AVENUE 1 a— REMOVE AND REPLACE EXIST MAIL BOX TO GIBRALTAR PEDESTAL 19 GRADE TO MATCH EXIST. TWO WORKING DAYS BEFORE YOU DIG MAILBOX AND POST COMBO WHITE, MODEL NO.: PEDOOOOW (SEE 20 CONSTRUCT 6" THICK PCC DRIVEWAY, 3000 PSI, LENGTH PER PLAN APPROVED BY- r DATE: DETAIL ON SHT.2) CITY ENGINEER e ��. r RCE: 53672 5A REMOVE AND RELOCATE EXISTING MAILBOX INCLUDING CUSTOM ROCK 21 REMOVE GROUTED ROCK WALL AND RELOCATE AT BACK OF SIDEWALK (MATCH EXISTING) DESIGN PLAN PREPARED PEDESTAL COMPLETE IN PLACE BY: RE MENDED O7 -- REMOVE TREE / SHRUBS 22 RELOCATE IRRIGATION LINES / CUT AND CAP AFFECTED RD -1 CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE ' SPRINKLER HEAD DRAWN RANCHO CUCAMONGA, CA 91730 HEFT a— PROTECT IN PLACE RD-1 4 OF 9 10 CONSTRUCT DRIVE APPROACH TYPE R -2, W =SEE PLAN, PER STD. NO. DESCRIPTION OF REVISION CHECKED DATE RD -2 DRAWING NO. DWG. NO.101 APPRROOVED: 2324 HORIZ. SCALE: 1"=20' VERT. SCALE: 1"=4' GRD 18' IN /O CL ,-"f '20 1� 6 COMO, 22 +00 1 TC 20 co 10 � `� Uj ° 10 F-- 13100 N LU Q W =13066N¢�Cn -H � �� No�� �_� UQ O N NL U N FL�n Q Q¢ MY Y U) �-- Q O CIA Cl- NCO N CO Ln Ov �0 NO] NOD N �pv CO N 1 C1 5 12 5 q 25 ° CD 1 7 {' ( 7 ) CS - x �z x x � M � 23 +00 .�G Z 20 Curve # N VA II C1 J Uj • I A 31.0979 r 1.628 0 LU X 10 w II U) N VN 2 WM N -H -- -- - N Y F- N p 0° N U m O + N d O pp N Q 0 ° 11 BANYAN O— N D] 2 R =100' + CONSTRUCT DRIVE APPROACH TYPE C, W =16' PER STD. DWG. C - NO.101 (MODIFIED RADIUS= 7') U— Z Curve lable Curve # OO VA II C1 J Uj • I A 31.0979 r 1.628 ---- LU VN © WM WM -- -- - Q F- J(21+00 0° - 4 ' tC ` `(9)(14 zz+ I) N N pp r 1 0 ° 11 BANYAN O— 6' VAR. COLD PLANE (0.12' -0') PER DETAIL ON SHT. 2 2 0.12' THICK ARHM OVERLAY. + CONSTRUCT DRIVE APPROACH TYPE C, W =16' PER STD. DWG. NO.101 (MODIFIED RADIUS= 7') U— SAWCUT PORTION OF A.C. AND (5' FROM THE PROPOSED EDGE + CONST. 8" CURB AND 24" GUTTER (A2 -8), PER STD. DWG. NO. 104 23+00 '/� N 3A REMOVE PORTION CONC. SIDEWALK Ln co N N 5 — O N co CONST. 5' MODIFIED CURB ADJACENT SIDEWALK PER STD. DWG. NO. 103 N NOD F— N C-4 Co N � _ N 41 W 13 CONST. 4" P.C.C. PAVEMENT / SIDEWALK OVER COMPACTED NATIVE O a- U� N N 14 ADJUST TO GRADE �— 2 14 ADJUST TO GRADE BY OTHERS . N METAL LID w ON) -7 % + Z Curve lable Curve # OO VA II C1 J Uj • I A 31.0979 r 1.628 ---- LU VN © WM WM -- -- - Q • CONSTRUCTION (VOTES BANYAN O— 6' VAR. COLD PLANE (0.12' -0') PER DETAIL ON SHT. 2 2 0.12' THICK ARHM OVERLAY. Ol CONSTRUCT DRIVE APPROACH TYPE C, W =16' PER STD. DWG. NO.101 (MODIFIED RADIUS= 7') U— SAWCUT PORTION OF A.C. AND (5' FROM THE PROPOSED EDGE 11 CONST. 8" CURB AND 24" GUTTER (A2 -8), PER STD. DWG. NO. 104 GUTTER) AND RECONSTRUCT 4" A.C. OVER 6" CAB 3A REMOVE PORTION CONC. SIDEWALK CONST. 6' CURB ADJACENT SIDEWALK PER STD. DWG. NO. 103 5 — O REMOVE AND REPLACE EXIST MAIL BOX TO GIBRALTAR PEDESTAL— X�12 CONST. 5' MODIFIED CURB ADJACENT SIDEWALK PER STD. DWG. NO. 103 (STA. 123 +85 TO 125 +22) MAILBOX AND POST COMBO WHITE, MODEL NO.: PEDOOOOW (SEE DETAIIL ON SHT.2) 13 CONST. 4" P.C.C. PAVEMENT / SIDEWALK OVER COMPACTED NATIVE O— REMOVE RAILROAD TIES 14 ADJUST TO GRADE �— REMOVE TREE / SHRUBS 14 ADJUST TO GRADE BY OTHERS G>-- PROTECT IN PLACE 15 ADJUST WATER VALVE /METER TO GRADE RELOCATE BY EDISON 20 CONSTRUCT 6" THICK PCC DRIVEWAY, 3000 PSI, LENGTH PER PLAN CONSTRUCT DRIVE APPROACH TYPE R -2 W =SEE PLAN PER STD 23 POWER POLE PROTECT POLE IN PLACE AND FOR ADA ill► 7 O N � N ADO N r']NN Nrn Yi d: + 20 , 0 r7 10 04 s C) �O O w� n ¢ p xN 13 o C) Cd Q x x —x —x —x c . 11 12�— ONN WM ST. 10 DWG. N0.101 25 CONNECT TO EXIST 3" DIA. PIPE AND INSTALL 3" DIA. COMPLIANCE PROVIDE 3.50 MIN. CLEARANCE BET. POWER 10 — CONSTRUCT DRIVE APPROACH PER CALTRANS STD. DWG. A -88A POLE AND THE EDGE OF SIDEWALK (SEE DEATIL "A ") UNDER SIDEWALK DRAIN CASE "C" ) 13108 • �c Am �M— � 1 W C"4 LO TC 25 +00 1041 10 N M Q Z¢�i '0m �� II + 'U� N N O OcV W p 11 ■ Curve lable Curve # Length VA II C1 3.799 • I A 31.0979 r 1.628 ---- 31.0429 • • v J � N AD 14A O BENCHMARK BM NO. :10090A FOUND 2.5" BRASS DISK SOUTHEAST CORNER OF CATCH BASIN AT THE SOUTHWEST CORNER OF BANYAN STREET & ETIWANDA AVENUE 20'1 WEST OF THE BCR ON SOUTH SIDE OF BANYAN STREET ELEVA71ON:1534.540 26 +00 =EX. POWER POLE ' ri vi 3 ✓K N TAIL 'A" v. DE APPROACH O I m j tV Z 25 i--- -L TRA . Zs� y N� S - - -- WW 't X + Z= J W O V N F-1 TPR i O v 1 u J Underground Service Alert CITY OF RANCHO CUCAMONGA eEFOoE yoo PLAN AND PROFILE o Call: TOLL FREE ° " BANYAN STREET 1 -$00 SIDEWALK AND PAVEMENT REHABILITATION 422 -4133 (FROM ETIWANDA AVENUE TO 850' W/O EAST AVENUE) TWO WORKING DAYS BEFORE YOU DIG APPROVED BY: �' DATE: CITY ENGINEER RCE: 53672 DESIGN PLAN PREPARED BY: RECOMMENDED RD -1 A. CITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE RD -1 RANCHO CUCAMONGA, CA 91730 WIDEN DRIVEWAY AND RELOCATE POLE BY EDISON 6/17/13 5 OF 9 CHECKED DRAWING NO. R.C.E. NO NO. DESCRIPTION OF REVISION DATE APPROVED: RD -2 DATE FILE NO 2324 Curve lable Curve # Length Radius Delta C1 3.799 7.000 31.0979 C2 1.628 3.005 31.0429 v J � N AD 14A O BENCHMARK BM NO. :10090A FOUND 2.5" BRASS DISK SOUTHEAST CORNER OF CATCH BASIN AT THE SOUTHWEST CORNER OF BANYAN STREET & ETIWANDA AVENUE 20'1 WEST OF THE BCR ON SOUTH SIDE OF BANYAN STREET ELEVA71ON:1534.540 26 +00 =EX. POWER POLE ' ri vi 3 ✓K N TAIL 'A" v. DE APPROACH O I m j tV Z 25 i--- -L TRA . Zs� y N� S - - -- WW 't X + Z= J W O V N F-1 TPR i O v 1 u J Underground Service Alert CITY OF RANCHO CUCAMONGA eEFOoE yoo PLAN AND PROFILE o Call: TOLL FREE ° " BANYAN STREET 1 -$00 SIDEWALK AND PAVEMENT REHABILITATION 422 -4133 (FROM ETIWANDA AVENUE TO 850' W/O EAST AVENUE) TWO WORKING DAYS BEFORE YOU DIG APPROVED BY: �' DATE: CITY ENGINEER RCE: 53672 DESIGN PLAN PREPARED BY: RECOMMENDED RD -1 A. CITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE RD -1 RANCHO CUCAMONGA, CA 91730 WIDEN DRIVEWAY AND RELOCATE POLE BY EDISON 6/17/13 5 OF 9 CHECKED DRAWING NO. R.C.E. NO NO. DESCRIPTION OF REVISION DATE APPROVED: RD -2 DATE FILE NO 2324 N z+ v J � N AD 14A O BENCHMARK BM NO. :10090A FOUND 2.5" BRASS DISK SOUTHEAST CORNER OF CATCH BASIN AT THE SOUTHWEST CORNER OF BANYAN STREET & ETIWANDA AVENUE 20'1 WEST OF THE BCR ON SOUTH SIDE OF BANYAN STREET ELEVA71ON:1534.540 26 +00 =EX. POWER POLE ' ri vi 3 ✓K N TAIL 'A" v. DE APPROACH O I m j tV Z 25 i--- -L TRA . Zs� y N� S - - -- WW 't X + Z= J W O V N F-1 TPR i O v 1 u J Underground Service Alert CITY OF RANCHO CUCAMONGA eEFOoE yoo PLAN AND PROFILE o Call: TOLL FREE ° " BANYAN STREET 1 -$00 SIDEWALK AND PAVEMENT REHABILITATION 422 -4133 (FROM ETIWANDA AVENUE TO 850' W/O EAST AVENUE) TWO WORKING DAYS BEFORE YOU DIG APPROVED BY: �' DATE: CITY ENGINEER RCE: 53672 DESIGN PLAN PREPARED BY: RECOMMENDED RD -1 A. CITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE RD -1 RANCHO CUCAMONGA, CA 91730 WIDEN DRIVEWAY AND RELOCATE POLE BY EDISON 6/17/13 5 OF 9 CHECKED DRAWING NO. R.C.E. NO NO. DESCRIPTION OF REVISION DATE APPROVED: RD -2 DATE FILE NO 2324 HORIZ. SCALE: 1" VCOT Q/-AI C. 1 " O O N I_ z J T] 1�1, 2i +W r 1 1 Z W >- O J 24 15 +w \d Al N O 1 Y � CATVPB { '' �' �� �� ❑ ❑ ❑ 3 ❑° �r !_ CTVB �i [ +00 - -- s3 — — - - 27 +00 _ 1- ? 00 - -- - - -- - 29 +00- -- - - -- 0 VC z O. a! rNNeDFF v:—, vmiaaeurvuac FFF TO vhSror aS, AVEmwr NYAN. Emva TO FwS. ruN No FWF a -FeaMm zrzs,mn 4M�W /1 11 Ilb �,s II �Y III T III III III III CONSTRUCTION NOTES �— 6' VAR. COLD PLANE (0.12' -0') PER DETAIL ON SHT. 2 2�-- 0.12' THICK ARHM OVERLAY. a— 25' (0.12' TO 0' DEEP) VARIABLE COLD PLANE AND ARHM OVERLAY PER JOINT AND TRANSITION DETAIL ON SHEET 2 1�5 ADJUST WATER VALVE TO GRADE 24 INSTALL ADVANCE CONSTRUCTION SIGN ON THE EAST AND WEST END OF THE PROJECT (LOCATION VARIES) CATVPB ❑ 4 25' BANYAN STREET Underground Service Alert Call: TOLL FREE 1 -800 422 -4133 BM NO. :10090A FOUND 2.50 BRASS DISK SOUTHEAST CORNER OF CATCH BASIN AT THE SOUTHWEST CORNER OF BANYAN STREET do ETIWANDA AVENUE 20't WEST OF THE BCR ON SOUTH SIDE OF BANYAN STREET ELEVATION: 1534.540 I r N G CITY OF RANCHO CUCAMONGA PLAN AND PROFILE BANYAN STREET SIDEWALK AND PAVEMENT REHABILITATION (FROM ETIWANDA AVENUE TO 850' W/O EAST AVENUE) TWO WORKING DAYS BEFORE YOU DIG APPROVED BY: CITY ENGINEER DESIGN PITN PREPARED BY: RD -1 CITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE QRD -1 RANCHO CUCAMONGA, CA 91730 Crry CHECKED R.C.E. NO— NO. DESCRIPTION OF REVISION DATE APPROVED: RD -2 DATE FILE NO DATE: 3 RCE: 53672 6 OF 9 DRAWING NO. 2324 111NGMSGNIRU lGmP­ NY.N Ei MiO NEST W GF 4VE�Y.N -E➢ MM TO Hfl PPN NO KMOM RMSEO.tlS OM0013' M 6IDM V) >W 3 of_' W� s 20 -- -- - - -- - - - -- - - - - - -- Q 4 G - -- - - -�' 1534 b � y 2 J O • 1533 .................... _ ........... 1533 10, '{ G - _ - 19 0 12 ^� k G (1 1 X. SURF. - S W - -- - -- - -- - - -- --30 - - - -- _I:;;-5 - - 1532 ^� yo, -- -- - - - - - -- - - -- 153250 — - -- - - -- - -- 26 10 a0 - O13 +79.50 10 1531 - --_ —_ _ - —_ 1530 30 20 10 0 10 16 +50.00 1535 - 1534 0 - -- - _ - -- G - - - - -- -_- 12 hO g °� p A) ?`' 'Z 1 - - __ y h _y` o.sax y - 6 � 1533 _ t - - -- - G - - - — -- - - - - -.. _.__..__ ... - - --- - -- -- - - ° 12 yry� y0 1 ti 1532 y 2 O 1533 _ _: 1.66% ~6 j _ -- ____ - -_ 1 NOM 1532 - x. SuRF - - - - - -- - - - -- - -- ._ - - , _ - - -- --- - - - - -- - - - - - -- - - -- -- - - -- - 30 20 -_ 5 -10 0 10 21 - -- 1531 -- -- - -- - - - - -- - - .... -- - -- - - - —. _.:. - - -- -- -- -30 20 10-- - - U------ -30 - x. suRF16 +00.00 1� .- . 6 VAR. COLD PLANE (0.12'-0') PER DETAIL ON SHT. 2 O13 +50.00 I 0.12' THICK ARHM OVERLAY. W 6 SAWCUT PORTION OF A.C. AND (5' -8' FROM THE PROPOSED V) I- EDGE GUTTER) AND RECONSTRUCT 4" A.C. OVER 6" CAB AND w "� 10 0.12' ARHM OVERLAY (SEE PLAN AND DETAIL) CONSTRUCT DRIVE APPROACH TYPE R -2, W =SEE PLAN, PER STD. 1535 -- O Z 2 -- ,� � �.__.._ �.._� — - -- - - - - -- - - - - -- 1534 — - — - - ��° - -- -- - - - -- - - - l - -- - y 1533.. - . :.. ,_._ - - -- ti 1 _ 10 Q__. �U ,y_ 6 1 ` ? � 11 DWG. NO.101 CONSTRUCT DRIVE APPROACH PER CALTRANS STD. PLAN. A -88A CASE "C' C (CURB RAMP STANDARD DETAILS ( ) CONST. 8" CURB AND 24" GUTTER (A2 -8), PER STD. DWG. NO. 104 1534 _ T y. y . o.ti% -.__ �� yry 2 6, t,18 __ 1532 - - -- _ - - , r r 1 p 4, 6, S or (EE PLAN) SIDEWALK PER STD. DWG. N0. 103 1533 - 3o S W - - -zo 10 -- x. gut _ _..._6 ______. -- 0 - _ -_ - - -- - -- - - - - - -- - -- _ _- - - 1531 - -- - -- _40 - - ° 4a- _30 -- -�+ - - _20 10 SURF- 0 10 21 CONST. 5 MODIFIED CURB ADJUCENT SIDEWWALK PER STD. DWG. N0. 103 13 +23.99 SW �5,� 15 +58.00 1s GRADE TO MATCH EXIST. OO 20 CONSTRUCT 6" THICK PCC DRIVEWAY, 3000 PSI 1536 - 1535 1534 - -- - - - - -._._ - - I� -- - -- - - - -- -- _ -.... ...._...._----- - �} ' 9 12 ya�e�Q� G ti �J�) �f ! L I 2 yy. y h ,.62% y�� l �/ '� _ - _ / - - - -- _ ... _.._. . -. -- - - - - -- - - - -- - 1534 .___ 1 �G� _ G 1 9 �ryi 1533 -_ y _ 2.36% 1533 __..... - -- - SURF -_ _._..._- -_...- - ..- a- -- - - -30 -20 -10 0 10 21 13 +00.00 1532 _- - - - - - 1531 X. SURF. 30 .10 3O O 15 +00.00 ° W 1536 - 19 ��° 12 AG - - � -Er - -- - 0y 2% "� 1535 — Z .....- .... - - -- -- — ` — .. -- - — - -- -- - 1534 . -k _ `' 1535 1534 _ a �y 5 - ].35% X. SURF. ... 1 ��p 10 e j� b � �ryy 2 1533 -_ _ _ ry• ^� 5.40% 0.63% --- - — 1533 L -- r - -- - - - - - -- - - - - -.... 30 20 4�5_._._ 0 10 21 -- 1532 - . -... -- � - -- - -- 30 -- - 10 - -\ 7.== i7RF. —. —O ...� _ _ _ — -90— _ -_ -_ - —YO 12 +50.00 14 +84.00 5' ° F� Cj -- - -y��� - -- 3 12 1535 -- -- --.... - -- - - - - -- - - - -- 1536 � / 5' 2 _ 0.0093% y� 6 19 �� � � 6 -- h 0 1534 _ __�9 ,° ry �4, 66G � y� , 2 1535 _ - - - - - _ y ti yti' y 153 �ry t.60% 3 2.20# 1534 -- X. - - -- - - -- -- - - - - -- - - - - -- - - - - -- - -- - =- a = - - - -- - =- - - _ - 30 -20 -10 0 10 -- 2( 12 +00.00 - - - - -- - - - - 1532 - - -...- -- - -- - -- _ _ ° - -.. - 1o_. _ -- -__ .._._._ SCALE: -30 - - - -_- -20 _ -10 -x. suRF. H: 1" 5' CITY OF RANCHO CUCAMONGA '-5 14 +50.00 = V: 1" = 2.5' DETAILS AND CROSS SECTIONS e y� BANYAN STREET SIDEWALK AND PAVEMENT REHABILITATION �O Underground Service Alert 1537 - - -- 1- -- - -- -- - - - -- 1535 y F� G 1 - ro (FROM ETIWANDA AVENUE TO 850'W/0 EAST AVENUE) 1536 - O G0 OEFORE 1534 n � o Call: 0.50% TOLL L 1 -800 APPROVED BY DATE: CITY ENGINEER RCE: 53672 1535 + 1533 . — — — — — -- ---- r -- 422 -4133 DESIGN N PREPARED BY: REC ENDED 1534 - _ _ -_ ._.__ _- _ -.- -_ -__ -- - - -- - -- --- - - - -- - - - -- - -- - -30 -20 -10 0 10 2i - --- - - - - -- ....... . - - -- - - -- -- - ____ X. SURF. 1532 ._ _.__. ..._ - - - -— -- -- - - - -- -... - -- .. - -- -- 30 20 ' 10 0 10 TWO WORKING DAYS �� D 1 R - CITY OF RANCHO CUCAMONGA BEFORE YOU DIG DRAWN 10F CIVIC CENTER DRIVE S t 11 +00.00 5 14 +00.00 0 OT RANCHO CUCAMONGA, RD -1 ] OF s 1'P• NO. DESCRIPTION OF REVISION CHECKED R.C.E. NO DRAWING NO. CITY RD -2 DATE FILE NO 2324 DATE 111NGMSGNIRU lGmP­ NY.N Ei MiO NEST W GF 4VE�Y.N -E➢ MM TO Hfl PPN NO KMOM RMSEO.tlS OM0013' M 6IDM c%MCcMS«NFF .o. Pmi...,aeN CFNVuDFATO zr OF us. Avc, %NNNvAx. mwe TO FAST Pu NO RVAFa -FE EDANy v26 /ro34 -x:wm pP� 1523 - - -- - -... - - 1522 1521 2,97% °.57% - f_ 3.0% ryryo �p� ryry ry� -- - 1520 - -- ------ 40 - - - - -- -' -- - - - -- - -- -- - -- - - - -- - -. -.._ _�_..- - - 30 -20 0 EX. SURF. +0 - - - 24 +33.00 i 523 1 P 22 1521 __ - -- _ -- - - -- -6 �) � }• PG 5 1520 - - - -- _- - - - - - -- _ 1523 - 1522 _. -..... -- -- - -- �- 2f� ryo y Q YPL101. p0 .OX ryoo ryo 2 151940 -30 -20 - -10 0 60 70 1521! 2.97% 7X �' 25+00 1520 - - - - - -- -- - - -- - - -30 -20 1 1 -10 � � 0 10 2 5 24 +00.00 C.L. GATE O 1524 1523 1522 ti4) 13 PROP. SIDEWALK . ry PCC T. 7.,3jZ o :.,. ryp ry ry ^. 1523 1522 - - - - - - -- - - -- 5 n " .. _ 8 t�ONI �— N NOTES 6' VAR. COLD PLANE (0.12--0-) PER DETAIL ON SHT 2 -- - O 1521 — — — — — — — — — 1521_; _ -, , � _� � 2 8' - 6, a2 — 0.12' THICK ARHM OVERLAY. 1520 x 1520 -- SAWCUT PORTION OF A.C. AND (5' -8' FROM THE PROPOSED -40 -30 w -20 -10 0 60 70 ____ __ EDGE GUTTER) AND RECONSTRUCT 4" A.C. OVER 6- CAB AND g�� 23 +73 +0 1519 -40 -- 30 - -- -- 20 - — - .10 ..' 11 - . 24 +94.00 -- — — --- - - - - -- 10 G>— 0.12' ARHM OVERLAY (SEE PLAN AND DETAIL) PROTECT IN PLACE 1523 _ -- ---- - - -__- -- . __.- .__ - -- _ ._. ___ -. - -- __ -- ___- - -. - - -- ___- - - - -- 9 10 10 CONSTRUCT DRIVE APPROACH TYPE R -2 W -SEE PLAN PER STD. DWG. NO.10 1522 - ryry 4% p - f -: 2:33% ry ry 6.01% 5'DWY 1 D' �— CONSTRCUCT DRIVE APPROACH PER CALTRANS STD. PLAN. A -88A 1521 --- - - - -40 - - -so -- - 20 _. io o — — —1$- -- - _ _- -- 5.50 � SW 23 +55.50 1522 -- - - -- .. - -- - - - - - - 10' -- -- -- - - - - -. .... -._.. - - .. - - -- - - — -- - -- - O - -- -- - - -- - -- -- �'J - - -- 11 12 CASE STANDARD CONST. 8" CUR AND 24" GUTTER (A2 -8), PER STD. DWG. N0. 104 CONST. 4' or 6' (SEE PLAN) SIDEWALK PER STD. DWG. NO. 103 1521 _ -_- _ f 1520 _ _" _ _ 6.01% Z (--6 +{ 13 CONST. 4- PAVEMENT / SIDEWALK OVER COMPACTED NATIVE 1524 °� - - -- - �� - - - - -- — - - -� - - - -- 8 - - ...- - -- -- - - - -- - - - - -- - 1519�a - - -- 30 -- - - - - - -- 20 20 _ :. _ _._ -.. 10 19 CONST. 5' MODIFIED CURB ADJUCENT SIDEWWALK PER STD. DWG. NO. 103 GRADE TO MATCH EXIST. 1523 _ ° ryry 4 1 p 1 ry 2 Rh h1 ry� 2.3 3% OA + 24 83.00 20 O— CONSTRUCT 6 THICK PCC DRIVEWAY, 3000 PSI AY , 1522 ry� ry _ 596 1521. __- - — _ -- __--- - - - - -- - - -___ __ _ ----- - - - - -- - - _....... -_ - - - - - -- 40 30 12' - 205.50' ° 10 10' P SW 23 +32.00 i � 3 O �}• A\ 1523 -- 1522 - - -- - - � , $ A - - - -- _- - .. 1524 ° � 1521 1520 ro2_ .0% 2 ri ryryry . 6 .97% , 6 1523 V 6.90% 2- 49% - - �- - 1519 _ - - 1522 _ �X. SURF. 40 30 -20 0 24 +74.00 SURF X. . 10 1521 - -30 -20 11 � 3 1533 5' 23 +00.00 - - -- - - - - -- �_ .. - -- - ���� 8 1532 5 1531 rZ , A• ry 1523 - - -� - - - -- - -- - -- 1530 7.59% _ - _ — — — -- - -- - -- — — - -- - -SURF - - -- - - -- 1522 .- -- 1521 2 �p _ Q �G 0°6 � - G 6' 1529 -- -- 30 -.. - 10- 0 10 �5' 17 +50.00 1s2o % ��� ��A z.s7% — rya rypry� 0.57% CITY OF RANCHO CUCAMONGA 5 AEX. — — — W 1519 SURF. DETAILS AND CROSS SECTIONS 30 20 1 1 10 1 --- , 5 0 10 20 OSIDEWALK 24 +50.00 BANYAN STREET AND PAVEMENT REHABILITATION 1533 .. Z ry° (FROM ETIWANDA AVENUE TO 850' W/O EAST AVENUE) O O1532. 1 Q APPROVED BY: DATE: CITY ENGINEER 1531 1530 0� h _ hp- 420 0.46% ^1p L ____ ____ _ __ -. - - - -- -- - - - -- - RCE: 53672 DESIGN LAN PREPARED BY: REC MENDED D 1 RD-1 30 1�- — — — -6-- — — — — — -10— — — X. SURF. SJC E: A L CITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE S ET 12' 4' SW 17 +07.00 H: 1 �� - 5 Q RD -1 RANCHO CUCAMONGA, CA 91730 8 OF 9 3 V. 1" /] 2.5 NO. DESCRIPTION OF REVISION CHECKED I R.C.E. NO DRAWING NO. CITY DATE P RD -2 2324 APPRO VED: DATE FILE NO APPROVED: c%MCcMS«NFF .o. Pmi...,aeN CFNVuDFATO zr OF us. Avc, %NNNvAx. mwe TO FAST Pu NO RVAFa -FE EDANy v26 /ro34 -x:wm { 1 FOPS❑ n� _v+ a .w.m em.m.a. wwv vo'. aw.wmmxemec+.. � zmr +Txu»umm o _ Aa o NO STOPING HERE ik f /CORNER (12 "X18 ") i 4�. 1 Y, Q a f mr ITTY—PTO ALL 6 t Vsl' R26 S 9 "BEGIN" PLAQUE STRIPING NOTES: TAPER 045:1 'BEGIN" 15 +00 16 +00 17 +00 El 18 +00 19 +00 20 +00 2N —• tp �c 4 a.� +x. uk T1 °>2N+( ww w. ( ,y , * M! <,'• de .{ nst, �.;�.j�+� 0+4 a q `1 { °1 �T_ I-- `'.. -.W ( _ - - `."� .g `�i.,�'X �'...J .a' ";. ``.�� ':.,..i `:: y^� ,%K i �� �:C .1P\�.,. '/ `.� it L, �• - C,_,.,.., .,.. ,.. c,_. ..,,, .. ..rte .__..., -- _,- _ `'�...... .�". ,—' '_ : , 6 - ..... su ..w� ,sysa��,ma. -mv am «�.,,.ww� =.,. ..� •.... .�,�....�.�.,�, .y ...w. ou :..,,wa..n+m3w. wv,.M+muK, v cm. mm m.mre.. xnve. ° ,.A_ ..a�..,+auoraa�x. a, s� a•.'mw.xi.i ^m.«ucM".a ,rm- �nm ecswmmmc..rn^:� ..�_ ,mob ,.....�a..�a+.= .� -...- - »w«......r�.. .,.,�� ^, � :•� 1 BANYAN STREET a SW24 -3 CA 9 14 INSTALL THERMOPLASTIC WITH ALL 9 Wi -6 4 225' TAPER OR ARROW TYPE 6 Q- PAINT 4" ` LANE LINE WITH TYPE "D" c� 4 a !cwt cs z .. 0 WM G1N9 +00 22 +00 135'1 TAPER 23 +00 _ Z b ''2 �6 +00 SEX MEDIAN 27 +00 Go 00 �8 +00 C14 w o _® °i 1@ �GiMB ❑ 2Y110 Q 70'1 TAPER �� ° flw 136'1 TRANS. 19 . 50' 6 t Vsl' R26 S 9 "BEGIN" PLAQUE STRIPING NOTES: TAPER 045:1 'BEGIN" 15 +00 16 +00 17 +00 El 18 +00 19 +00 20 +00 2N —• tp �c 4 a.� +x. uk T1 °>2N+( ww w. ( ,y , * M! <,'• de .{ nst, �.;�.j�+� 0+4 a q `1 { °1 �T_ I-- `'.. -.W ( _ - - `."� .g `�i.,�'X �'...J .a' ";. ``.�� ':.,..i `:: y^� ,%K i �� �:C .1P\�.,. '/ `.� it L, �• - C,_,.,.., .,.. ,.. c,_. ..,,, .. ..rte .__..., -- _,- _ `'�...... .�". ,—' '_ : , 6 - ..... su ..w� ,sysa��,ma. -mv am «�.,,.ww� =.,. ..� •.... .�,�....�.�.,�, .y ...w. ou :..,,wa..n+m3w. wv,.M+muK, v cm. mm m.mre.. xnve. ° ,.A_ ..a�..,+auoraa�x. a, s� a•.'mw.xi.i ^m.«ucM".a ,rm- �nm ecswmmmc..rn^:� ..�_ ,mob ,.....�a..�a+.= .� -...- - »w«......r�.. .,.,�� ^, � :•� 1 BANYAN STREET a SW24 -3 CA 9 14 INSTALL THERMOPLASTIC WITH ALL 9 Wi -6 4 225' TAPER OR ARROW TYPE 6 Q- PAINT 4" y LANE LINE WITH TYPE "D" c� 4 a fr z .. 0 WM G1N9 i j , �y. iG a Z b ''2 �6 +00 SEX MEDIAN 27 +00 Go 00 �8 +00 C14 w o _® °i 1@ �GiMB ❑ 2Y110 Q 70'1 TAPER �� ° flw 136'1 TRANS. 19 . 50' .. (YERSZW) S h, BANYAN, STANDARD PLAN 133. O- 12" THERMOPLASTIC SOLID WHITE STRIPE. 3A 12" THERMOPLASTIC SOLID YELLOW STRIPE. 4� PAINT 4" SOLID WHITE WITH WITH TYPE "G" MARKER PER CITY STD NO. 133. a- INSTALL 6'0 ROUND LOOPS DETECTOR PER DETAIL HEREIN. a- INSTALL DOUBLE YELLOW CENTER LINE WITH TYPE "D" MARKERS PER CITY STD. DWG. NO. 133 a- INSTALL REFLECTIVE HYDRANT MARKER PER STD DWG. NO. 134 a- PAINT 8" WHITE CHANNELIZING LINE WITH TYPE "G" MARKERS PER CITY STD DWG NO. 133 INSTALL SIGN AND POST PER PLAN AND PER STD. DWG. NO. 401 -B 10 RELOCATE STREET SIGN 11 STREET SIGN NEW LOCATION 1-2 - REMOVE AND CHANGE EXISTING SIGN (SEE PLAN) REMOVE EXISTING SIGN (SEE PLAN) 14 INSTALL PAVEMENT TRANSITION PER STD. DWG. 406 NOTES: ALL LEGENDS, SYMBOLS, LIMIT LINES AND CROSSWALKS SHALL BE THERMOPLASTIC. I..OJGIXSGN�Pmm.n IrenBM�V�NEIWANM i(�Wf5i OF 6151 I.VF°WG�"WVFN- EiM'PNMtO EAR NPN NOPfMMNJtNR(Otlg�(!0 /Nit l�l]IDAM a s i a a 1 DISTANCE 1 LINE PER C LATEST EDI ' 1 STREET OF DOUBLE YELLOW LIRE OR MEDIAN CURB FACE,, INSTALL THERMOPLASTIC WITH ALL LEGEND, SYMBOL OR ARROW TYPE IV (S.A.E.), Q- PAINT 4" SOLID YELLOW LANE LINE WITH TYPE "D" MARKERS, PER CITY (NOT USED) STANDARD PLAN 133. O- 12" THERMOPLASTIC SOLID WHITE STRIPE. 3A 12" THERMOPLASTIC SOLID YELLOW STRIPE. 4� PAINT 4" SOLID WHITE WITH WITH TYPE "G" MARKER PER CITY STD NO. 133. a- INSTALL 6'0 ROUND LOOPS DETECTOR PER DETAIL HEREIN. a- INSTALL DOUBLE YELLOW CENTER LINE WITH TYPE "D" MARKERS PER CITY STD. DWG. NO. 133 a- INSTALL REFLECTIVE HYDRANT MARKER PER STD DWG. NO. 134 a- PAINT 8" WHITE CHANNELIZING LINE WITH TYPE "G" MARKERS PER CITY STD DWG NO. 133 INSTALL SIGN AND POST PER PLAN AND PER STD. DWG. NO. 401 -B 10 RELOCATE STREET SIGN 11 STREET SIGN NEW LOCATION 1-2 - REMOVE AND CHANGE EXISTING SIGN (SEE PLAN) REMOVE EXISTING SIGN (SEE PLAN) 14 INSTALL PAVEMENT TRANSITION PER STD. DWG. 406 NOTES: ALL LEGENDS, SYMBOLS, LIMIT LINES AND CROSSWALKS SHALL BE THERMOPLASTIC. I..OJGIXSGN�Pmm.n IrenBM�V�NEIWANM i(�Wf5i OF 6151 I.VF°WG�"WVFN- EiM'PNMtO EAR NPN NOPfMMNJtNR(Otlg�(!0 /Nit l�l]IDAM a s i a a 1 DISTANCE 1 LINE PER C LATEST EDI ' 1 STREET OF DOUBLE YELLOW LIRE OR MEDIAN CURB FACE,, TYP. LOOP DETECTOR PLACEMENT m 3E U Z 1. TYPE D AND TYPE E LOOP DETECTORS MALL NOT BE MIXED ON THE SAME DETECTOR CHANNELS. 2. LOOP DETECTORS ARE REQUIRED IN DEDICATED RIGHT TURN LANES ONLY WHERE SHOWN ON PLANS, 3. LOOP DETECTOR CHANNEL ASSIGNMENTS SHALL BE PER LOOP DETECTOR PLACEMENT DETAIL EXCEPT WHERE AUTHORIZED BY THE TRAFFIC ENGINEER. 4. LOOP DETECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE PROJECTS SPECIAL PROVISIONS. 5. LOOP DETECTORS SHALL BE UPGRADED TO MEET THE REQUIREMENTS OF THIS STANDARD PLAN. CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIAL, AND EQUIPMENT TO PERFORM THE NECESSARY UPGRADE INCLUDING BUT NOT LIMITED TO THE FOLLOWING: - INSTALL LOOP DETECTORS IN THE CONFIGURATION AS SHOWN. - INSTALL ONE NEW DLC IN EXISTING CONDUIT PER ASSOCIATED DETECTOR CHANNEL FOR NEW TYPE D LOOPS. - INSTALL ONE NEW DETECTOR IN THE EXISTING CONTROLLER CABINET FOR EACH ADDED DETECTOR CHANNEL - ENSURE PROPER DETECTION OF ALL NEWLY INSTALLED LOOP DETECTORS. 6. 1 -A -#P - DETECTOR ASSIGNMENT; A- CARDINAL DIRECTION OF APPROACH; P- ASSOCIATED PHASE 7. FOR TYPE D LOOPS, INSTALL DLC TO THE CONTROLLER CABINET AND INSTALL EITHER RENO A&E (MODEL C -1200 SERIES) OR EBERLE DESIGN INC. (ORACLE /2) OR AN APPROVED EQUAL VEHICLE DETECTOR INTO THE CONTROLLER CABINET. EQUIPMENT SHALL BE INSTALLED TO PROVIDE ITS INTENDED OPERATION. f F fr f IJGiVPB °i 1@ �GiMB ❑ 2Y110 Q flw IEUL LID (YERSZW) 29+00 30+00 31+00 32 +00 33400 EX. STRIPING 170• TAPER - RIGHT TURN LANE (SEE NOTE 2) Oak I I rTOP OF CURB FACE if- _ _ _ _ �,. 1ETQ LID ('VEIIIM) _ Y so TYP. LOOP DETECTOR PLACEMENT m 3E U Z 1. TYPE D AND TYPE E LOOP DETECTORS MALL NOT BE MIXED ON THE SAME DETECTOR CHANNELS. 2. LOOP DETECTORS ARE REQUIRED IN DEDICATED RIGHT TURN LANES ONLY WHERE SHOWN ON PLANS, 3. LOOP DETECTOR CHANNEL ASSIGNMENTS SHALL BE PER LOOP DETECTOR PLACEMENT DETAIL EXCEPT WHERE AUTHORIZED BY THE TRAFFIC ENGINEER. 4. LOOP DETECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE PROJECTS SPECIAL PROVISIONS. 5. LOOP DETECTORS SHALL BE UPGRADED TO MEET THE REQUIREMENTS OF THIS STANDARD PLAN. CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIAL, AND EQUIPMENT TO PERFORM THE NECESSARY UPGRADE INCLUDING BUT NOT LIMITED TO THE FOLLOWING: - INSTALL LOOP DETECTORS IN THE CONFIGURATION AS SHOWN. - INSTALL ONE NEW DLC IN EXISTING CONDUIT PER ASSOCIATED DETECTOR CHANNEL FOR NEW TYPE D LOOPS. - INSTALL ONE NEW DETECTOR IN THE EXISTING CONTROLLER CABINET FOR EACH ADDED DETECTOR CHANNEL - ENSURE PROPER DETECTION OF ALL NEWLY INSTALLED LOOP DETECTORS. 6. 1 -A -#P - DETECTOR ASSIGNMENT; A- CARDINAL DIRECTION OF APPROACH; P- ASSOCIATED PHASE 7. FOR TYPE D LOOPS, INSTALL DLC TO THE CONTROLLER CABINET AND INSTALL EITHER RENO A&E (MODEL C -1200 SERIES) OR EBERLE DESIGN INC. (ORACLE /2) OR AN APPROVED EQUAL VEHICLE DETECTOR INTO THE CONTROLLER CABINET. EQUIPMENT SHALL BE INSTALLED TO PROVIDE ITS INTENDED OPERATION. f i i f F fr f IJGiVPB °i 1@ �GiMB ❑ 2Y110 Q flw IEUL LID (YERSZW) 29+00 30+00 31+00 32 +00 33400 EX. STRIPING 170• TAPER - -- ` if- _ _ _ _ �,. 1ETQ LID ('VEIIIM) _ Y o �, x.�� „.,,x. �, •, ...� .,. ,v,.,m,r,.�s.,m ,M�,. .�,,.. »utaatt,ux+n wk.. «.�,. .�M»:a '�«�, ,„,.,, n f i i