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HomeMy WebLinkAbout1883 SHEET INDEX CUCAMONGA 1 TITLE SHEET CITY OF RANC110 2&3 PLANS 4 STRIPING AND PAVEMENT MARKINGS ETIWANDA Al 5&6 DETAILS CONSTR_UCTION NOTES: BIKE LANE AND SIDEWALK IREMOVE EXIST TREE 7 CROSS-BECTON (DRIVEWAY) (VICTORIA STREET TO 7001 ± NORTH) ,B REMOVE EXIST SHRUBS / BUSHES RANCHOCUCAMONGA a- CONSTRUT a' CLASS 1 BIKE TRAIL Ice THK. POC AND 6' WITHIN DRIVEWAY AREA) 3� CONSTRUCT 5' SIDEWALK PER CITY STANDARD DWG. NO. 103 4� CONSTRUCT 10' A.C. BERM (SEE STD M. W 104, MODIFIED D1-8) GENERAL NOTES PROJ.ECT SITE' 5� SAWCUT AND REMOVE EXIST. A.C. AND REPLACE WITH 4' A.C. OVER 4' A.B. 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and theK - (NOTE COLD PLANED JOINT TO REDUCE CROSS-SLOPE, SEE DETAIL ON SHT. 1) Nyi¢Lf Standard Specifications for Public Works Construction, (Green Book), 1994 Edition with RE-CONSTRUCT DRIVEWAY PER DETAIL liments. fE su _ En u" ., wtl RD _�- � a lJ- SAWCUT AND REMOVE PORTION OF CONCRETE TRAIL/SIDEWALK/ CURB, GUTTER OR DRIVEWAY wls�AA 2. Public and private utilities and substructures shown hereon re from available records. 4: I>m.A" _ 3 ,.�.._ �- PROTECT IN PLACE a The contractor shall be responsible for protecting all utilities and substructures as ,; ;_ _ _ CONSTRUCT MODIFIED COBBLE STONE FACE CURB RETURN (25RADIUS) WITH RAMP PER CALTRANS STD PLAN A-88 RAMP, CASE 'C' WIDTH: 6' (ON SOUTH), 8' (ON NORTH); 10' RAMP LENGTH (BOTH SIDE), WITH RETAINING ARB shown within the construction limits of this project and shall be responsible for any TMA ' ��°" °` CONSTRUCT RAMP PER CALTRANS STD. PLAN A-88, CASE 'C' WITH 6' RAMP WIDTH. 10' RAMP LENGHT (BOTH SIDE) damage as a result of the construction operations. 4 S."• rmwrun WITH RETAINING CURB ' RE-CONSTRUCT DRIVE APPROACH AND PORTION OF DRIVEWAY W--(PER PLAN), MATH COBBLE STONE FACE- ff 3. The contractor shall notify UndergroundService Alert 1-800-422-4133 and the following '`"D �•' m :` :. CURB RETURN PER CITY STD. DWG. NO. 101 'TYPE 'C' AND 1058 AND PER DETAIL ON SHEET 4 utilities two working days prior to construction or regarding any problems. RE-CONSTRUCT PORTION OF DRIVEWAY PER PLAN AND DETAIL ON SHT. 4 Southern California Edison Co. (909) 357-6223 f a W NC:4 h 11 RELOCATE MAIL BOX Southern California Gas Co. (909) 335-7744 _ . RW A11.wa� - � y a* i ` PLACE 1/2-0 - 1'f ROCKS ON DRIVEWAY TO MACH EXIST. Verizon Communication (800) 469-6347 AkS "" """�"�' a.STRE� Cucamonga County Water District (909) 987-2591 _ _, A, SE, 3�t} RELOCATE PALM TREE Comcast Cable Vision (909) 390-4738 SE, �4 - SAW CUT WALL, PROVIDE ACCESS TO SIDEWALK, AND REFINISH WALL EDGES �fy Metropolitan Water District (909) 217-6679 cl MAM 5� RELOCATE WATER METER (BY UTI. CO.) -10 tRfFMAT Charter Communications (909) 343-5165 wClNmr MAP RELOCATE EXIST TREE 4. For inspection of this project, the Contractor shall Contact the Public Works Section *t Y. R/W CL Not TO SCAN; ELY. R/W s RELOCATE EXIST TREE PER DIRECTION OF PROPERTY OWNER at 477-2740 Ext. 4077 two working days prior to the required date. 17 REMOVE AND REPLACE WOOD FENCE WITH PVC 2-RAIL FENCE PER CITY OF R.C. STD DWG NO. 1010A 5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any 17' 2r RELOCATE POWER POLES (BY UTI. CO.)2r �� construction or encroachment within an Ci of Rancho Cucamonga right-of-way. VARIES (SEE PLAN) RE-LANDSCAPE EXISTING IM LICE AND KIND, RELOCATE EXISTING SPRINKLER Y City 9 8' BIKE TRAIL 6'-(4•AG/4-A$) 00caOPLANE S' SN LINES, HEADS, HOSE BIBB, ETC. (FIELD LOCATE AND ADJUST OR REPLACE AS NECESSARY) 10 (O,O ALC MAN 0.101Q.If Ca-MANE 3 REMOVE FENCE AND CONC. POST. 6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City - 2 X *_ (E ,PLM) 2.8oz To 4.25% 2 X �- RELOCATE STREET NAME SIGN of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior 2 Z'- `_-- - - - OVERLAY)— - � tea, � to construction indicating any detour and/or road closures. t 5 `�"�® �^" 2 COURSE SLOUGH WALL �- RECONSTRUCT V OF 4' COINC. WALK, 10' LONG JOIN TO MATCH EXIST (8.33% MAX SLOPE) «SLOPE AND EL£V. VARIES AT PARKWAY CLOSE TO THE DRIVEWAY ANEAS (SEE PLAN FOR LDC.) „ „ GRADE AND RE-LANDSCAPE SEE BIKE MAKGRADE TRANSRION ON PLAN �- SAWCUT EX. CROSS GUTTER AND CONSTRUCT CROSS GUTTER 7. Contractor shall have a Class A Contractor Licence. (AS 94OW ON PLM) TYPICAL STREET CROSS SECTION AS SHOWN ON PLAN AND PER CITY STD. DETAIL NO. 106-A - - - -----_-___ -N1s 4 FILL AND (MADE TO MATCH EXIST , PROVIDE FLOW UNE 10+26 TO 11+70 EXISTING (2:1 MAX. SLOPE), WLY. R/W CL ELY, RAW REMOVE EXIST CURB AND CONSTRUCT COBBLE FACE CURB AND GUTTER PER CITY STD. DWG. N0. 105-6 EXISTING SURVEY MONUMENTATION CONSTRUCT COBBLE FACE CURB PER CITY STD. DWG. NO. 105-B. (MODIFIED) TAPER 2' FROM BOTH ENDS (to' TO 4' HEIGHT). All existing survey monuments that will be disturbed by this project shall be referenced and 17' 23' 23' qtr AND 21' (SEE PLAN)I,_. SAWCUT CURB 5' FROM THE PROPOSED SIDEWALK, AND RECONSTRUCT MATH 0' C.F AT FACE OF SIDEWALK, PER DETAIL (SEE SHT 6) reset by the Construction Surveyor in accordance with Section 8771 of the California VARIES (SEE PLAN) CONSTRUCT 6' CONCRETE SLAB 6'-(4- Surveyors Act. Found monuments are shown on the plans and described as follows: I 8' BIKE TRAIL ,5•-(0.10'A.C. OVERLAY'_ VERLA aIo CODPLANE - 2 x •* � � CONSTRUCT 2 COURSE SLOUGH WALL PER STANDARD DWG N0. 605 AND PER DETAIL ON SHEET 6 (FOUND) 13 � _ _ - �15X To 3.50X 2.142=� - -�.,, _ SAWCUT PLANTER CURB 2' FROM THE PROPOSED SIDEWALK AND RECONSTRUCT TO TAPER FROM 8' TO 3' HEIGHT. Z10 TO - - - 1� SPIKE AND WASHER AT THE INTERSECTION OF THE CENTERLINES OF ETIWANDA AVENUE AND VICTORIA STREET 2 _ -: -- 5 \_0 OR®SEE PLAN PROVIDE SIDEWALK 4' CLEARANCE FROM POWER POLE TO THE EDGE OF SIDEWALK (SEE CITY STD NO. 103 FOR DETAILS) TO BE USED AS THE CONSTRUCTION BENCH MARK FOR THIS PRPOJECT, ELEVATION 1358.45' " SLOPE AND ELEV. VARIES AT PARKWAY CLOSE TO THE DRIVEWAY AREAS SEE BIKE TRAIL GRADE TRANSITION ON PLAN PROVIDE 20' TRANSITION FOR COLD PLANE AND OVERLAY (0.10'-0.15') AND PAVING TO MAT>rG THE PROPOSED GRADE GRADE AND A'E-LANDSCAPE (AS SHOWN ON PLAN) TYPICAL STREET CROSS SECTION VARIABLE COLD PLANE (0.10' FROM STREET CENTERLINE AND 0.15' AT THE NEW PAVEMENT JOINT) AND 0.10' OVERLAY SEE DET. SHT. 1 STRIPING GENERAL NOTES TRANSITION 11+70± TO I;i+15± "TS (VARIES, SEE PLAN r� 0.10' COLD PLANE AND 0.10' A.C. OVERLAY 1. All details and dimensions for traffic striping and markings and the installation thereof shall conform 8' BIKE TRAIL P 9 g f0" C.F. (VARIES 4' TO 9, SEE PLAN) (4" & 6" THICK WITHIN DWY) SAW CUT EX. DWY 0.10' SAWCUT to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City W_Y. R/W CL ELY R/W (MATCH EX. ELEV 0" C.F. COBBLE FACE CURB Standard plan no. 133, unless otherwise approved or directed by the City Engineer. AND GUTTER ,,, X2% EX. DWY. r� PLANT CITY TREE (5 GAL RED GUM EUCALYPTUS) 2. Procedures for painting of striping and pavement markings and installation of pavements markers shall 17' 2r zt VARIES (SEE PLAN) �- conform to the Standard Specifications for Public Works Construction and the following provisions. :' M' .., 8' BIKE TRAIL 6'-(4•A -A B). SLOPE AND ELEV VARIES 70 AIEET INE ON D A. GRADE REOUIREIN W 0.D'croEDaANE ,s OLIO A.C. DYERu SEE DRIVEWAY PLAN ON SHT 2�4 AND DETAILS ON SHEET 5�8 ( SIGNING AND STRIPING NOTES: A. All pavement markings shall conform to the city maintenance stencils, S.A.E unless otherwise noted.- 2 X �� P 9 tY � { ) _ •* TO 136X ?.71X To 3.2of _ - - - - - - SECTION A-A 2 r ,` _T0 Z - - __ - _� N Ts A� PAINT 12' SOIJO WHITE STRIPE B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. »;,,rwxk,',- {5 OR®PLAN A- - e� PAINT LEGEND TYPE 1V (S.A.E.) SLOPE AND EL£V. VARIES AT PARKWAY CLOSE TO THE DRIVEWAY AREAS C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation SEE B6RE TRAIL GRADE TRANSITION ON PLAN P P 9 9 9 P P `�'A°E A"D"�-'�"°�A� c� INSTALL G-93 SPECIAL SPECIAL SIGN 'BIKE PATH' (8' MM. CLEAR FE1tIiT) of striping and markings. (AS SHOWN ON PLAN) TYPICAL STREET CROSS SECTION VARIES (SEE PLAN) (MA TCH AND ON 1 3+15± TO 16+45± N15 R� EX DWY EXIST DWY) N£AKEND PLANE D. All control points and spotting removed during sandblasting shall be replaced prior to installation of WLY R/W CL ELY R/W �-JT. (T�.) 8 BIKE TRAIL striping and markings. (4, THK, 6" AT D" ° E. All control points ands spotting shall be inspected and approved b the Ci Traffic Engineer prior to '0 ° P 9 P PP Y City 9 P 17• 23' - Y3. -.� r. , ° ° installation of new or replacement striping and markings. - P P 9 9 VARIES 7 SEEPLAN) 0" C.F. TIP. PROPOSED COBBLE 8' BIKE TRAIL 10" C.F. TYR ° FACE CURB RETURN F. All striping and pavement markings installed on new road surfaces shall be a roved low VOC e, WAKEND PLANE JT (rfp.) P 9 P 9 PP tYP (10' MAX. SPACE) 15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after�he 2 X _ _ 2-sow ro 3.sx -�` -- - - - - _j PROPOSED COBBLE FACE - - _ REAKEND PLANE A ° - - CURB dr GUTTER first unless otherwise noted. - �� JT (TYP.) 2 � R=VARIES� VARIES 4'-9' SEE PLAN)( L ) 12' 7O 14' SEE PLAN �Y ( ) DESCRIPTION OF REVISION . All thermoplastic stripingand pavement markings shall be installed in one coat and be 10 mil thick d DATE APPROVM. g P P g (dry), GRADE AND RE-LAM)SCAPE TYPICAL STREET CROSS SECTION unless otherwise noted. (AS sNOW.T ON PLAN, TYP. DRIVE APPROACH AND SIDEWALK RAMP DETAIL 7 NTS 16+45± TO 17+..5 T ti.s H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping CITY OF RANCHO CUCAMONGA Y P and markings to the satisfaction of the City Engineer. CURVE TABLE BEGIN END FWW CF , LINE TABLE WW CFBEpN av0 TITLE SHEET CURVE LENGTH RADIUS DELTA TANGENT STA STA (AT SEOW STA) (AT END STA) UNE LENGTH BEARING DIRECTION STA STA AT KOW STA) DIT EW STA) I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control -�y y L� U+47RRL% EC „470, .. ., _ _ _ - � _ --- - - - ETfWANDA AVENUE C2 31.09 200.00 854 20" 15.57 10+70.56 11+01.57 3.95 6.34 -- - measures, in accordance with the cit and state standards. ----- L2 109.32 S0000'28"N' SOo'0o28"W 11+01.5, 12+10.84" 650 6.50 Y C3 13.65 250.00 30744" 6.83 12+10.84 12+24.48 6.50 6.65 _ - BIKE LANE AND SIDEWALK IMPROVEMENTS L3 34.80 503'07'16"E 503 07'16'E 12+24.48 12f 59.16 6.65 8.59 C4 2.7 180.00 3'00'51' 6.3 12+59.16 12+68.70 8.59 9.00 L4 28.15 S00'06-'25"E S00'O6'25'E 12+6_8.7012+96.92 9.00 9.00 J. Temporary or construction striping and markings shall be In accordance with the city and state standards CS 32.76 600.00 3p7'42" 16.38 12+9692 12+29.52 9.00 7.98 L5 62.39 NO3'01'17"E NO3'01'1 7"E 13+29.5212491.83 7.98 4.68 (VICTORIA ST. TO 7001+ NORTH C6 26.37 500.00 3"01'17" 13.19 12+91.83 14+18.25 4.68 3.98 L6 140.86 SOObO'DO"E S00'00'00"E 14+18.25 15+59.12 4.00 4.00 and as directed by the City Engineer. C7 21.74 180.00 655'13" 10.88 15+59.12 15+80.76 3.90 5.15 L7 14.77 SOO*I1'08"E SOO-I1'08"E 16+02.47 16+17.31 6.50 6.50 C8 21.79 180.30 6'55'31" 10.91 15+80.76 16+02.47 5.15 6.50 L8 16.02 N0355'59"E N0355'59"E 16+30.2416+46.23 6.04 4.90 • C9 12.94 180.00 4'07'07" 6.47 16+17.31 16+30.34 6.50 6.04 L9 13.96 N0942'16"W N09'42'16"W 16+96.56 17+10.32 7.90 10.26 4- 21- 3. Street Name Signs shall be installed per City Standard Plan No. 401-A. APPROVED BY: DATE: C10 8.82 188.00 241'17" 4.41 16+46.23 16+55.04 4.90 4.48 L10 6.48 364'18'50"E 564'18'50"E 16+97.74 17+00 ** *' CITY ENGINEER �C11 41.77 188.01 12'43'43" 20.97 16+55.04 16+96.56 4.48 7.90 SFE$$/ jyl�� RCE: 42156 L11 88.78 NOD'02�26"W N00'02'26"W 70+52.73 11+41.44 ** ** Ik C12 30.60 180.00 9'44'20" 15.33 17+10.31 17+40.77 10.26 12.86 L12 112.13 SOO'04'52"E SOO'04'52"E 11+71.31 12+83.57 10.00 10.00 Q '� 4. Traffic Signs shall be installed per City Standard Plan No. 401-B. _ _ o , -d I �\ C13 25.30 164.27 8'49'27" 12.67 77+15.43 77+40.77 ** ** L13 8.79 N13'36'45"W N13'36'45'W 12+87.23 12+95.85 9.56 7.50 � � DESIGN PLAN PR PARED BY: RECOAfMf►tD® C14 9.82 6.05 93'03'41" 6.38 17+07.93 17+15.43 ** ** w F _` L14 6.37 13+04.32 73+09.93 7.98 11.48 , ti � �+ c, RD-1 C15 6.67 7.00 5437'04" 3.61 16+92.04 16+97.24 C16 24.80 39.05 3623'23" 12.83 11+41.44 11+64.67 *• 8.00 '* ADJACENT TO CF OR BACK OF TRAIL/SIDE WALK y No. 42156 _ CITY OF RANCHO CUCAMONGA C17 7.22 12.32 33'33'52" 3.71 11+64.67 11+71.31 ** 8.00 W ITI, ORAIRRJ 10500 CIVIC CENTER DRIVE SHEET NOTE: MINOR FIELD ADJUSTMENTS MAYBE E C 3 -C�_ RANCHO CUCAMONGA,CA 91730 C18 3.83 16.22 13'31'53" 7.92 12+83.57 11+87.23 9.95 9.56 NECESSARY DURING CONSTRUCTION PER THE CITY RD-1 C19 8.75 12.03 41'38'43" 4.58 12+95.85 13+04.32 7.50 7.98 _ ENGINEER'S APPROVAL \ � 7 C20 4.41 7 6.18 2.31 13+09.93 13+14.28 11.45 11.98 -r, _C10►_ CHECKIED NO DFbkWNG NO. BASED ON SPEED DESIGN OF 40 KMN 24.90 MPH '� R'C E MIN. CURVE RADIUS = 180' ( ) c►►��� CH DATE FLE NO 1883 Y ,. h6 7.92 FWPROJECT BENCHMARK CITY OF RANCHO CUCAMONGA B.M. • No. 10051 DESCRIPTION: 2" BRASS DISK IN CONCRETE CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA - - _ �O EXIST WL Y. TQFi OF CUR b1 AVE., AT SOUTHERLY END OF CATCH BASIN 2 FT NORTH h o, OF BEGINNING OR CURB RETURN. _ ELEVATION 1300.686' . CONSTRUCTION Nor,Fs: BIKE 1L EL ( L EDGE ° - - - - -; - = - - --•-- - - - _ _.. _ ._ - _ - _ . - - - _, - _ . . _ _ - � REMOVE EXIST TREE �. h 1 CDN=UC'TION BENCHMARK: B TR14 E` Y.' S� °j c �ry d• - REMOVE EXIST SHRUBS BUSHES/ DESCRIPTION: SPIKE & WASHER AT CENTERLINE N 1 V INTERSECTION OF ETIWANDA AVE. AND VI TOR -- -------� _ __ -- -_ - - ----- - - ---------_ -- - -- -- - - - i - __ b C 0 V4 STREET - - 2.42 - - - - - - 1358.45' 39.27 - - 02 - CONSTRUT Q' CLASS 1 BIKE TRAIL (,' TW. PCC AND 6' W! HIN DRtVEWA AREA. ��X + �o _ I 4� 4+'F ei'� - -• - - - - . _ :_ - CONSTRUCT 5 SIDEWALK PER CITY STANDARD DWG. NO. 103 CONSTRUCT 1(" A.C. BERM (SEE STD. DWG NO. 104 MODRM FROM D1-8) b i , h 45 ro -__---_-_ __ _ _- •-- .-- _- ._ _ + __ . ____ __- .__ __-_-_ 2• - _ _ _ - - - --_ _ --.- -------.-- --- ' _ _ -_---.- _-.- -- -----. - ---- - - - _- --- ------ -- _ - - _ _.- __ __ _ _. .___ __ SAWCUT AND REMOVE EXIST. A.C. AND REPLACE WITH 4 A.C. OVER 4 A.B. LLAA PROPOSED- V{ 'L Y TOP OF CURB _ _ PLANED CROSS-SLOPE, SEE DETAIL ON SHT. ) - - _ (NOTE DRIVEWAY PER DETAIL SAWCUT AND REMOVE PORTION OF CONCRETE TRAIL/SIDEWALK/ CURB, GUTTER OR DRIVEWAY - -_ i PROTECT Of PIACE I i , i ---- - --- --.___ _-._.---- -------,----- --. , ----- --,--- ---�-- --.---- '- --------.__--:--�--�- --__--___ _.�__ ' _-- -- ---.�___ _ _---�------_1 --.-y-__ _ - ---- ----- - -.- - , _ ------- ---_ . -__ __ _ __.____.. _ - --_-�___.__---------- CONSTRUCT MODIFIED 00861E STORE FACE CURB REl'URN (25 RADIUS) MATH RAMP PER CAAFtS SMPLAN• ��- ® A-88 RAMP, CASE "C" WIDTH: 6' (ON SOUTH), 8' (ON NORTH). 10' RAMP LENGTH (BOTH SIDE). WITH RETAINING CURB (SEE SHT 5) , 1 I ; CONSTRUCT RAMP PER CALTRANS STD. PLAN A-88 CASE 'C" WITH 6' RAMP WIDTH 10' RAMP LENGHT BOTH SI CH t t _ WITH RETAINING CURB NOTE. MATADJACENT PROPOSED SLOUGH WALL HEIGHT _ -RE -PORTION Dbtl 1 .F STIP FACE- - f I _ I ! _ - i -- �� �- - .. i - - i - CURB RETURN PER CIT . NO. 101 "TYPE "Co AND 05B AND PER DETAIL --,�"- � SHEET EXIST RE-CONSTRUCT PORTION OF DRIVEWAY PER PLAN AND DETAIL ON SHT. 5 i - RELOCATE MAIL BOX I ; I I 1 1 1 PUKE / 1 ROCKS ON DRIVEWAY TO CH DOST • - f AY MA , I � ice•-- � 1 2 I i 1 i i I i 1 i 1 ' RELOCATE P TREE ALM - - -- -- - - -- - -- ---- - -- WALL. - -------------- _---- �-- - --, ----- - -_ _ - y ---- ---___ _ --- - --------------- --.-- --------- ------------ -- __-_ ---+ -- --- --- --- ----- --- --- -_---- ---- ----- - ------ AND REFINISH WALL EDGEs �� SAW CUT PROVIDE ACCESS TO SIDEWALK, : I : WATER METER (BY Un. Co.) RELOCATE RELOCATE MST. TREE I i I i _ _ _ . - - � - -- - - - _ • . _ - . _ _ --- - - . _ _ - _ - _ PROPERTY OWNER � f , ,��- � RELOCATE EXIST TREE PER DNtECT10N OF �- _ - FENCE PER CRY OF R.C. STD DWG N0. 1010A REMOVE AND REPLAN WOOD FENCE WITH PVC 2 RAIL EXIST. ELY TOP CURB-�'- T. � _ � POWER POLES (BY Un CO.) �_ � ,_ o- RELOCATE RE-LANDSCAPE EXISTING MI UKE AND KIND RELOCATE DOSIING SPRINKLER LINES, HEADS, HOSE BIBB, ETC. (FIELD LOCATE AND ADJUST OR REPLACE AS NECESSARY) - REMOVE FENCE AND CONC. POST I �B' A110N: 1 I OF WALK H � 1 FRONT RELOCATE STREET NAME SIGN I HORIZ. SCALE: 1 =20 _ _; _ - - ! i i -- - a BW BACK OF WALK - _ _ _ ; - - GB= GRADE BR'EAf( VERT. SCALE: 1 "=4' ` ! + j I 1 �-- RECONSTRUCT 4 OF 4 CONQ WALK. ff LONG JON TO MATCH' DOST (8:337 VAX SLOPE) 10+00 10+50 11 +00 11 +50 10 12+00 12+50 13+00 13+50 14+00@- SAWCUT DL CROSS GUTTER AND CONSTRUCT NEW CROSS GUTTER AS SHOWN ON PLAN AND PER CITY STD. DETAIL NO. 106-A SCALE. ' ,� = 20 10 f 4 - FILL AND GRADE TO MATCH EXISTING (21 MAX. SLOPE), PROVIDE FLOW LINE II 3 O II 1 vn _ , � REMOVE EXIST CURB AND CONSTRUCT C08BLE FACE CURB AND GUTTER PER CITY STD. DWG. N0. i�-B IIII APM 1089.511.08 J 04 C V) MOB +ETTWANDA AVE 1 w � 1�1BBI FACE CURB PER CITY STD. DWG. NQ 1O5-B. (MODIFIED) TAPER 2' FROM BOTH ENDS (10" TO 4 HEIGHT). 3 (MARK ALLFRTON) W 4878 EflWANDA AVE II 7rOl�tCAt k w15T CAt PAI?PLrll7t O 1 3 C0 ."c APN 1089.511.07 w 1 • III �1 W APN 1089.511-09 co �' W►- pts wiN►KCFiP1cK ~ W w SAWCUT CURB 5 FROM THE PROPOSED SIDEWALK, AND RECONSTRUCT WITH 0 C.F AT FACE OF SIDEWALK, PER DETAIL (SEE SHT 6) II "02 ETIWANDA AVE 4 II '- ) x o X61 ETIWANDA AVE. ►- 33 33 V) {{MARKALLERTON) �0) �' ((O� WE'NDOR•OUGH) � I- CONSTRUCT 6" CONCRETE SLAB w Y m (SHEILA M. PACKER) NISI ORICAL LAND MARK 95-01 m O II N W= 1JEFFRFY DOROUGM k U II ( I Q _ (7930 BUILDINCs) 3 � �, Q CONSTRUCT 2 COURSE SLOUGH WALL PER STANDARD DWG NO. 605 AND PER DETAIL ON SHEET 6 `_ d Q ' � _ w w w Q J _j N c 9 -- SAWCUT PLANTER CURB 2' FROM THE PROPOSED SIDEWALK AND RECONSTRUCT TO TAPER FROM 8" TO r HEIGHT. III v) w w cy 0 1 w w > I + ( m + C3 m 9 B Y > , w , o ^ w m o o cn 1 c a w L PROVIDE SIDEWALK 4' CLEARANCE fROM POWER POLE TO THE EDGE OF 'SIDEWALK tSEE CITY STD -NO. 403 fOR DETAILS) wQ m w m m �� 7 w m m x w w 1 w 10 (rja '� V x Q D w - x z I �� cJ j Q w m m LrLy c N PROVIDE 20' TRANSITION FOR COLD PLANE AND OVERLAY (0.10'-0.15 AND PAVING TO MATCH THE PROPOSED GRADE I _j M { .r I z . _ U u m _� c z I � _w � w zH y� III 00 of Q w - I o o Q �, o Q g B co � I a� Q - m w O-VARIABLE COLD PLANE (0.10 FROM STREET CENTERLINE AND 0.15 AT THE NEW PAVEMENT JOINT) AND 0.10 OVERLAY SEE DET. SHT. 1 I TI N N u 00 CV U U U u N d r a �� Z n 1 I , 11 I r 9 -0-0.10" COLD PLANE AND 0.10" OVERLAY 1• �\ �� 4 •' 9 - �-' t i I o i 12 I ii 8 0.10' SAWCUT LEGEND: 2 i I _ A ; 9 , 8 18 r REMOVE AND REPLACE A.C. . �� �� ' XIST R (4 AC OVER 4 AB) 0.10 COLD PLANE AND 0.10 A.C. OVERLAY 16A • • �� I �► 1�EXIST._'RA r ;- J a � - "r - r , - - 2 0 e o - • NEW PCC CURB, GUTTER AND 0 1 _ � a 0 4 'C5 VARIABLE COLD PLANE �� ► a e o C2 t2 -' oc p 00 DRIVEWAY 0.10' COLD PLANE AT CENTERLINE TO 0.15' AT y L- - _ - - _ �� p�'' �' ' ' LA o j r r _ �_---_ + AT THE PAVING JOINT (SEE DETAIL ON SHEET 1) _ - --- - - - - - - - - - - - - - - - - ;�: _ - _ -- - . NEW 8' PCC BIKE TRAIL OR - - - -- - - - - - - - - - - - - ��\\ 5 SIDEWALK COLD PLANE AND OVERLAY TRANSITION FROM 0.10 TO 0.15 ) TO MATCH PROPOSED GRADE EXIST 5 60-11+01.51..FW »+5 sz�g FW s2. F1w S3.as 65.20 �.4s Fw Fa.. (SEE SHEET FOR MONUMENT TYPETAND LOC.) ►`�? 5 t�+ss.50 tt+9s.�o 11 12+24.48 N d �2+8o r2+s2 3+29.52 8 ` 5 N PAVING TRANSITION a AC OVER a CAB an n! � 12+ 0,0 � '� 13� o � � M FROM EXISTING TO THE PROPOSED GRADE TO MATCH. E71 �NOA s00 02 2s >E : : : AVENUIE I ~ 20' 31 _ + W w 1 � 8 0 8 g n O 5 9 g N d- N d- N d of 3 3 9 4 _- - - - - - - - - - - - - - - - - - -,j - - - __ - - - - - - - - - - - _ _ _ - _ -- - -- - - _ - - - - _ - - � - - - - - - - _ _ _ - - - _ - _ _ _ _ _ _ a LLJ C1. - �' - l W CITY �`ti pAB �� _ , _- _ Lu NO. DESCRIPTION OF REVISION DATE �� o I a �` C2 4A O Q o � ,- ;• ,, �, CITY OF RANCHO CUCAMONGA V i _ EXIST. R/W 3 s STREET PIAN 9 B 7 �, 1 7 � N z QR:,FESS�r� , ETIWANDA AVENUE W d- Z m �+ eta �, ' � BIKE LANE AND SIDEWALK IMPROVEMENTS z w to w � �, x w = �� �� � w w T w Arire sesl�s 0 0. ��s-, c" (FROM VICTORIA ST. TO 7009± NORTH) Q c� L? w w CJ 0(J 1.� O lb1 i,i w www ;,� m w m C� w 08"ETTR'ANDA AYE, � � f O U O to m Z Cr x M 3l W 0Y Oto d m c-� L AI�IV t?1�7=M 1•Y3 .I w t CCf..i + } f 1,i (CORPIMFS BHP CH/JC LDS) ,. U �_ to eI-+ m w a Exp m -}- -' w w w S 6893 ET/WA:NDA A V� © Q --� w U w U COI- / w m Q cn CD z d i i Q o IE, W - Q _ & m t[��' * No 4t 5 APPROVED BY: DATE: 4-2-4 -"3 O O 1 w w Q © (MAE SEGA11ry _, �- I� m> -i m 00 1 � N(_n Q 1 � >a D O D Q of N d w Q ' ( z z r d � ±W~ + a. "� _ a Q +W t.: d z JldT CNIL �P CITY ENGINEER RCE: 42156 3 3 3 3 Q rL uWi N N .- v- + = 7 "�1F pR DESM � RECOMMENDED _ _ � z�n �Z � Q � � ,,j Y Ep AM 822 -b6T•!T � cc, .�U N W �r O a z w '� 9867 ETIWANDA AVE, �' F- cu RD-1 PLAN PREPARED BY: �> m �F_ 0 O (ANCELOOIAIKRRA) ,c v' d Service AI eft DRAWN SHEET Li CITY OF RANCHO CUCAMONGA n U I a o} 1 1 RD-1 10500 CIVIC CENTER DRIVE L of Z Z 7 C� Tal FREE RANCHO CUCAMONGA,CA 91730 O S 1-800-422-4133 CHECKED DRAWING N0. z Two wORKNG DAYS BEFORE You DIG CH 1883 BIKE TRAIL ELEV• (ELY EDGE) d - . _ . BENCHMARK: DESCRIPTION: SPIKE dt WASHER AT CENTERLINE l A AVE. AND VICTORIA STREET. CONSTRUCTION NOTE INTERSECTION OF ETIWAN i ELEVATION 1358.45' - ---- __ - Y- 7 , REMOVE EXIST TREE REMOVE EXUST SHRUBS BUSHES V � � - . ,0�'' CONS'1RUT 8' CLASS 1 BIKE TRAIL (4' TW. PCC AND C WITHIN DRWEWAY AREA) p x V T CONSTRUCT 5 S�EWALK PER CITY STANDARD DWG. NO. 103 CONSTRUCT 1 A C BERM STD DWG NO 1 MOWED FROM 0' (SEE M I D1 4 04 M 8) �' �+ - p "�,� •^� 2'08 5� SAWCUT AND REMOVE EXIST. A.C. AND REPLACE WITH 4' A.C. OVER 4' A.B. � � � � � � — -t' (NOTE: COLD PLANED JOINT TO REDUCE CROSS-SLOPE, SEE DETAIL ON SHT. 1) N _ ^� _ o — — —L EXl5T• WL Y• TOP OF CVRB _ - ---_ coNSlRucr DRIVEWAY PER DETAIL -�- J t 7� SAWCUT AND REMOVE PORTION of CONCRETE TRAIL/SIDEWALK/ CURB, GUTTER OR DRIVEWAY - -. L -L N/' PROTECT IN PLACE -{- PROPOSE L Y. TOP bF ' CURB � ' ' I , CONSTRUCT MODIFIED COBBLE STONE FACE CURB RETURN (25' RADIUS) WITH RAMP PER CAURANS STD PLAN I y- , A-88 RAMP, CASE 'C' WIDTH: 6' (ON SOUTH), 8' (ON NORTH); 10' RAMP LENGTH (BOTH SIDE), WITH RETAINING CURB , 1 CONSTRUCT RAMP PER CALTRANS SID. PLAN A-88, CASE 'C" WITH 6' RAMP WIDTH, 10' RAMP LENGHT (BOTH SIDE) I 1 �s , 1 �- _ , _ _ + t � _ � - - _ -.--.__r � _. _.-._-;_.__� __-_------. �_. :-- ---_- .�___ _ - _-- _ .__ _�___ . -_-- -. -- : WITH RETAINING CURB MATCH ADJACENT PROPOSED SLOUGH WALL HEIGHT - _: - - : - __ -. _ _ _._- _ _ __ .__ -. __ -_ { - __ -. __. _ - _. -_ RE CONSTRUCT DRIVE APPROACH AND PORTION OF DRIVEWAY W--(PER PLAN), WITH COBBLE STONE FACE- 3 F - �- CURB RETURN PER CITY STD. DWG. NO. 101 'TYPE 'C' AND 1050 AND PER DETAIL ON SHEET 4 i I 0 RE-CONSTRUCT PORTION OF DRIVEWAY • - - i - __ . ' . _. . - -- . -- - _ . _ - _ _ _ __ ._ _ _: _ . - . - - _ _ ' _- - - - - - - . _ -- PER PLAN AND DETAIL ON SHT. 5 RELOCATE MAIL BOX E t I 11 i 1 i �!s I t PLACE 1/2'o - 1'o ROCKS ON DRIVEWAY m MACH EDM. i i RELOCATE PALM TREE I i 1 { i i 1 I 1 4 SAW CUT WALL, VIDE PRO ACCESS TO SIDEWALK, AND REFINISH WALL EDGES _ _ : ' 5� RELOCATE WATER METER (BY UTI. 00.) I i I i I i I i 1 1 I I --- t RELOCATE EXIST TREE i i . I _ - _ REMOVE AND REPLACE WOOD FENCE WITH - - PNC 2-RAL FENCE PER CITY OF R C. STD DWG NO 1010A } _ a - } { t � i I I i � 18 RELOCATE POWER POLES BY UTI. CO. ! i i 1 1 I j RE-LANDSCAPE EXISTING IN LIKE AND KIND, RELOCATE EXISTING SPRINKLER - - - - - - - LINES, HEADS, HOSE BIBB ETC. FIELD LOCATE AND ADJUST OR REPLACE AS NE 1 , 1 REMOVE FENCE AND CONC. POST. 1 i I �. - --�j—:----- � � � � 2�1 - RELOCATE STREET' NAME SIGN t- - - - - ,. -. - � _ _, _ . -_-- - -+. _- _ _ -. _ , -_ _ . _ ... _ _ _ - _ _ _.-. ____ _ _ . - _ _ - - �- RECONSTRUCT 4 OF 4 CONC. WALK, 10' LONG JOIN In MATCH EXIST (8.337 MAX SLOPE) 1 - - - _ _ SAWCIIT EX. CROSS LITTER AND CONSTRUCT CROSS GUTTER I AS SHOWN ON PLAN AND PER CITY STD DETAIL NO 106-A FILL AND GRADE HORIZ. SCALE: 1 "= � _._ :. . � : TD MA TCI•( EXISTING (2:1 MAX. SLOPE PROVIDE Flow LINE 1 � I FW-- Fr�oNr of WALK VERT. SCALE: 1 "=4' i 1 GRA�REAKWALREMOVE EXIST CURB AND CONSTRUCT COBBLE FACE CURB AND GUTTER PER CITY STD. DWG. NO. 105-B �6 - SAWCUT CURB 5' FROM THE PROPOSED SIDEWALK, AND RECONSTRUCT WITH 0' C.F AT FACE OF SIDEWALK, PER DETAIL (SEE SHT 5) SCALE: ) " = 20 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 CONSTRUCT 6' CONCRETE SLAB CONSTRUCT 2 COURSE SLOUGH WALL PER STANDARD DWG NO. 605 AND PER DETAIL ON SHEET 6 PROVIDE 20' TRANSITION FOR COLD PLANE AND OVERLAY (0.10'-0.157 AND PAVING TO MATCG THE PROPOSED GRADE VARIABI..E COLD PLANE (0.10' FROM STREET CENTERLINE AND 0.15' AT THE NEIN PAVEMENT JOINT) AND 0.10' OVERLAY SEE DET. SHT. 1 0.10' COLD PLAN AND 0.10' OVERLAY 4 - 0.10' SAWCUT RANT STREET TREE (5 GAL RED GUM EUCALYPTUS) LEGEND: #839 E77WANDA AYE. ` �?6 E77wANOA AVS REMOVE AND REPLACE A.C. 0.10' COLD PLANE AND 0.10' A.C. OVERLAY WAMEs Prr►urs CLAIM iV ~ (4-AC OVER 4" AB 1 DENN(S 6AAAMQNA) 1 O .- ) �R/N id yJfi-06 .� „� (CHERYL 6ARAHONA) J II p a AIN t0�-stt�t z In j� `048 E77WA NDA AVE. J�t `rte ._.I CN N y -.I N = N p (n V 3 .-o u) O cn seos ErrwANnA AVE. N W o VARIABLE COLD PLANE �.► o + � �� (JAMES A PNILLYS CLARK? J + NEW PCC CURB GUTTER AND (RICHARD LANE] v e Q a W 2 .n DRIVEWAY 0.10' COLD PLANE AT CENTERLINE TO 0.15' AT 3 3 d=I- 3 •-0 3 *- 3'n V-cn v� N �� U AT THE PAVING JOINT (SEE DETAIL ON SHEET 1) (MART LANE) K10 Q ww �' �o �: +W )~ �'o :, : ( p to d-v :r" �'c.,►� 3 a +W 3'd �* + W~ II +3 z Q NF1M 8' PCC BIKE TRAIL OR C� p d-� - D D II p II LO w w to Z W 5 SIDEWALK COLD PLANE AND OVERLAY TRANSITION ^ w x JOIN r w w w W � =w w w ( � (FROM 0.10' TO 0.15') TO MATCH PROPOSED GRADE w Ulr - EXIST SURVEY MONUMENT bi Oft—Q w ❑ (SEE SHEET 1 FOR TYPE AND LOC.) 7 z �; a u c; �' ; u LLJ z PAVING TRANSITION 4" AC OVER a CAB w �,� Q cr w__ w w w > > _' 11 FROM EXISTING TO THE PROPOSED GRADE TO MATCH. z axQ x w w w w w w w w w w r F w I a _J LL, m C-- J w C w c c .� g c Q Q Q Q p� - d V7 Q O N 00 -Z CO � Ir N N t i 7 rO 7 �l t N ' /1 N (n N �t I 7 7l 7 N J 9 B 8 19 B B 19 7 ( s �� im " 19 2 � i b v 15 arc. _AJ 18 � - -+ -- — —� -0 = _ O 1 �- - . . r o-- — ._ — - o-- -- .. - —�— — - : i c ° k-IrI �.4 Olt p n j „I ! t M1 I G I �^ o • p .7 Q J L$ C1 C n c L6 o e o IL 110 40 M 59.34 .51 1 71 FW FIN o 2 ^ `�° N NO. DESCRIPTION OF REVISION DATE: 1 n Q 14+44.91 4+ 15 5 1 + F n N 68.39 F 89.05 FYV n 70.2 FIN 70.86 FW +72.11 FW j� t 59 i °�° + 17+ 00 W `�`� �d 34+30.91 14+.q.72 15� 0Q 15+08 15+35.60 15+80.76 \�`" QV 16+04 ^ � CN 17+ 69. 42 CITY OF RANCHO CUCAMONGA 0 7J 2$ � ETIIAWAIVDA AVENUE H 68.35 FW 14+18.25 EXIST CIG STREET PLAN + ETIWANDA AVENUE Z c+„ N eR�IE f S.0/1 V o o �Q.y� p ��<<� ��� BIKE LANE AND SIDEWALK IMPROVEMENTS (FROM VICTORIA ST. TO 700 _ NORTH) Wl�Exrsr. % - - a' Exp salr No ' APPROVED BY: DATE: ¢ Z9�°- `�lqr CNI'' Q CITY ENGINEER �. RCE: 42156 - DE” RECON 17R)ED . �w ( Und d RD-1 PLAN PREPARED BY: Service A�jert Dw�vrh s�+EEr CITY OF RANCHO CUCAMONGA Cad TOIL FREE RD-1 10500 CIVIC CENTER DRIVE 3 OF 7 RANCHO CUCAMONGA,CA 91730 1-900-422-4133 giEgCEp pRAWNG NO. M WOWNG DAYS BEFORE YOU DIG CH 1 883 1- 8, SW 6.50' D.A. 5' TRANSITION - 8' SW 4' D.A. 7' TRANSITION - 8' SW 4' D.A. 3' TRANSITIONo 35'f TRANSITION 8' SW 4' D.A. 6' 6' RECONSTRUCT D/W --1 2' 6 18 t, Lu CID 17 24 E_!j TEFF -� ZA 2 - J Jr — ------ {� - 7zi<� &--- V - ° ---- - r a 10 DWY CL - =Q --�.. - — --_- - � — _- . �� i�, T-E_ . I cl 16+ 10 R=6. 50 W=12 �J�LJ DWY. CL ( ) (SEE CROSS SECTION ON SHEET '8) •�' / , o m �c� -- ---- �- Q - - „3 ti^ _ 1 , � 10 15+41. 60 ,� � � '' i �- P � � q� xp�X dc o?� , , �� y. ° iIo� DWY. CL DIRT 0EXIST. AC DWYDWY CL4 -- j - - (R=4 , W- 129 - - - - 10 15+ 14 + .(SEE CROSS SEC77ON ON HEET 8) ° - -- -- -<' eLQIE TRAIL ELEVATION ON DRIVEWAY > > k a� _ 7 AREAS SHALL HAVE A WIN, OF 15' � a o (R=4 , W=12 ) _ �� (R=4 , W= 12 ) 6�® TRANSITION ON BOTH SIDE OF THE DRIVEWAY � - - - - -- - - - - - - -- — -- - 4 ` � SEE CROSS SECTION ON SHEET $ -' ^ry.�ti c Q (SEE CROSS SEC77ON ON SHEET 8) F ** ( ` wA MIN. OF 15'- < c 136, DWY DETAL �� — �J :. AFF �� 8 ,X 137( o a�` 8 6806 ANDA AVE. NO TRAIL ELEVATION ON DRIVEWAY y �� �� � TRAIL ELEVATIONN oN DRIVEWAY 2 18 AREAS SHALL HAW °; 2 AREAS SHALL HAVE A ANN. OF 15' ~ g 4'DA TRANSITION ON BOTH SIDE of THE DRIVEWAY r_ TRANSITION ON BOTH SIDE OF THE DRIVEWAY 2 DWY DETAIL 07.50' TRANSITION - 8'SW 6' 2 6826 EIIWANDA AVE DWY DETAIL 10' TRANSITION - 8' SW 9' DA 6' DWY DETAIL 68W ETIWANDA AVE. e ROCK FILL (112"0 TO 1 "0) 6838 ETTWANDA AVE. (SOUTH ENTRANCE) (NORTH ENTRANCE) "1 ELS, K vA/AL & Pti i TRANS 6.5 DA 6, R-1--f 10'TRANS. 8' SW 6' PAVING V . ' '� ���P 1 D DWY. CL EXIST. PCC DWY ____ _ ' _ _ a Y 14+37. 91 ~ 5 d DWY. CL EXIST. ROCK DWY �� m R=4' W=14' 7 10 �, r a Q 1 B o wy a o eg� SEE CROSS SECT70N ON SHEET 8 ' hry<� DWY DETAIL ► '� (SEE CVOSS SECTION ON SHEET 8) ,4 6878 ETIWANDA AVE �LQIIr TRAIL ELEVATION ON DRIVEWAY � — — G .� °s �� i AREAS SHALL HAVE A MIN. OF 15' TRANSITION ON BOTH SIDE OF THE DRIVEWAY 1 12 �� = C 4, X - - ! EXIST. CONC. DWY ro = n 1 U DWY. CLb a 7 a NOM TRAIL ELEVATION ON DRIVEWAY -- -- --- ------—-—- 2 AREAS SHALL HAW A MIN. of 15' 11+85.50 ry TRANSITION ON BOTH SIDE OF THE DRIVEWAY M " \. ,r, _ -- - _ _ - -- _ - - .� V?p - ° '► ,�� G DWY DETAIL @_ D�W—Y_. CL 4, 2 11 + 78 �� �� R1=4) 25 6848 ETIWANDA AVE - — - (R=6.5" W=30 ) (SEE CROSS SECTION ON SHEET 8) DWY. CL 2 n ^ _4 DWY DETAIL 11 + 70.50 6862 ETIWANDA AVE. - - - — — — — — — — — -- -- - 7- Try�P -- w EXIST. CONC. DWY Q' U I m r � LAW & IRRIGATION o J 1 00 19 A-1 ECR to Lc) I 62.62 D y 10+47 DWY DETAL A II � X s 6 CONSTRUCTION NOTES: 6892 E17WANDA AVE - s REMOVE EXIST TREE RETAINING CURB - i -4-0 I 1� REMOVE EXIST SHRUBS / BUSHES 2 59.72 TC ® RET. CURB 2 CONSTRUCT 8' CLASS 1 BIKE TRAIL4 HK T . PCC AND 6 ON DRIVEWAY) 8.56 FL � TRAIL (4w d n - 4 CONSTRUCT 10' A.C. BERM 10'TRANS. 8' SW T A N D =_ _ - L� 5� SAWCUT AND REMOVE EXIST. A.C. AND REPLACE WITH 4' A.C. OVER 4' A.B. 6.5' DA 59.23 TC-BCR (MATCH EXIST GRADE ELEV. AT JOINT) 58.56 FL i I 7� SAWCUT AND REMOVE PORTION OF CONCRETE TRAIL/SIDEWALK/ CURB, GUTTER OR DRIVEWAY PROTECT IN PLACE 2 4 59.42 TB CONSTRUCT MODIFIED COBBLE STONE FACE CURB RETURN (25 RADIUS) WITH RAMP PER CALTRANS STD PLAN Cffy 58.25 FL % �+ A-88 RAMP WIDTH: 6' (ON SOUTH). 8' (ON NORTH); 10' RAMP LENGTH (BOTH SIDE), WITH RETAINING CURB NO. DESCRIPTION OF REVISION DATE OR 2 COURSE SLOUGH WALL PER CITY STD DWG. NO. 605 -- -- - START ,PI 0� RE-CONSTRUCT DRIVE APPROACH AND PORTION OF DRIVEWAY W=12% TYPE 'C", WITH COBBLESTONE FACE - - - I CURB RETURN PER CITY STD. DWG. NO. 101 AND 1058 AND PER DETAIL ON SHEET 4 CITY OF RANCHO CUCAMONGA 33' 1 10+ 15 11 RELOCATE MAIL BOXES FILL DRIVEWAY WITH 1/2'O - 100 ROCKS TO MACH EXIST. DETAILS 00 5 RELOCATE M7 TREE PR ole "ON of PROPERTY OWNER ET I WA N DA AVENUE + i I REMOVE AND REPLACE WOOD FEN( MAIN PVC 2-RAIL FENCE PER CITY OF R.C. sTD DWG No. 101 oA BIKE LANE AND SIDEWALK IMPROVEMENTS 00 0 1s RELOCATE POWER POLES (BY UTI. co.) (FROM VICTORIA ST. TO 700'± NORTH) i 19 RE-LANDSCAPE EXISTING IN LACE AND KIND, N89'59'39"W VICTORIA STREET RELOCATE SPRINKLER SYSTEM (FIELD LOCATE AND ADJUST) - - - A_ _ _ - - - SAWCUT EX. CROSS GUTTER AND CONSTRUCT CROSS GUTTER APPROVED BY: DATE: AS SHOWN ON PLAN AND PER CITY STD. DETAIL N0. 106-A Qa�F E S.S'��� CITY ENGINEER RCE: 42156 10+50 RELOCATE STREET SIGN ��C, GGL4e4 ` OL 5 CONSTRUCT COBBLE FACE CURB AND GUTTER PER CITY STD. DWG. NO. 105-9 � �,o C, o PLAN PR PARED BY: RECOMMEtMED ry RD-1 CURB RETURN AIL CONSTRUCT COBBLE FACE CURB PER CITY STD. DWG. NO. 105-B. (MODIFIED) TAPER 2' FROM BOTH ENDS (10' M 4' HEIGHT). a Exp. ,. * ATO. 4 15 , (WEST SIDE) �- CONSTRUCT 6 CONCRETE SLAB � CITY OF RANCHO CUCAMONGA RD-1 10500 CIVIC CENTER DRIVE 5 7 VARIABLE COLD PLANE (0.10' FROM STREET CENTERLINE AND 0.15' AT THE NEW PAVEMENT JOINT) AND 0.10' OVERLAY SEE DET. Sn. 1 ��qT � ��� RANCHO CUCAMONGA,CA 91730 0.10' COLD PLANE AND 0.10' OVERLAY ` _ -� CHECKEDH �� �. - 1883 5' SW 7' PCC DWY 5' SW 7' PCC DWY (TRANSI(TRANSITION) 10' D.A. (� (TRANSI TION) 10' D.A. � � _ W 5' SW Q 10 D.A. 7' PCC DWY - (TRANSITION) i I I 3 ` 19 I F ll - . 14 �o ti �' e - - ti DWY. CL - - - - a --- ---- -- --- DWY. CL 0 I ---- ---- `- - 0 fo, I 12+ 11. 16 � � 1 12+ 75- 40 --- — - - -- D WY. CL 0 ti - � � �� (SEE CROSS SECTION ON SHEET 8) ° �.�- �' (SEE CROSS SECTION ON SHEET 8) xry ryry � ( �a� 11 + 74.50 ; I G _ Vc I o �; (SEE CROSS SECnON ON SHEET 8} _ - = 15 -- — — - - - - I �� 16 Xz ALPS^ TREE r 4f 0. DWY DETAIL DWY DETAIL 6893 ETIWANDA AVE. 6867 ETIWANDA AVE. DWY DETAIL (SOUTH ACCESS) 6867 EITWANDA AVE (NORTH ACCESS) 5 SiD�ItX 1A' 19 3 S SA�ILK 2T _ - - - 3 tc�r 2x d ---- ------------- ------------------- --- - - ----------------- SEC7TON X X ----- - - ---- EXIST CSG NTS \\ EXST. e6 5' SIDEWALK DETAL (WITH SLOUGH WALL) 10' D.A. 7 5' CURB TRANSITION 5 S W VARIES (SEE PLAN) SAW CUT EX. DWY. (MA TCH EX. ELEV. (6" THICK PCC) EX. D WY. EX. CURB 0 C.F. --- ------- ------- ---------------- ------------- EX. COBBLE FACE ------ - ----__ CURB AND CUTTER - ---------------- ,, ------ . - --�-.- ---------------- ---------------- nc0r -- -- - __------ - - �_----- CONSTRUC /ON NOTES: -- NO. DESCRIPTION OF REVISION DATEcrry . ------------------------------ -! 3a CONSTRUCT 5' SIDEWALK PER aTY STANDARD DWG. No. ------------------------------ CITY OF RANCHO CUCAMONGA 7a SAWCUT AND REMOVE PORTION OF CONCRETE TRAIL/SIDEWALK/ CURB, GUTTER OR DRIVEWAY DETAILS (EAST SIDEWALK) 8a PROTECT IN PLACE T M CURB AND DMEWAY TRANSMON DETAIL RE-CONSTRUCT PORTION OF DRIVEWAY PER PLAN AND DETAIL HEREON FOR 6867 AND 6893 ETWANDA N TS ETIWANDA AVENUE 15 RELOCATE WATER METER BIKE LANE AND SIDEWALK IMPROVEMENTS �- RELocAT>= MST TREE PER aREcnaN of PROPERrr owNER (FROM VICTORIA ST. TO 7009± NORTH) RE-LANDSCAPE EbSTING IN LIKE AND KIND, RELOCATE D OSTING SPRINKLER LIES, HEADS, HOSE 8166, ETC. (FIELD LOCATE AND ADJUST AS NECESSARY) r* N APPROVED BY: DATE:REMOVE FENCE AND CONC. POST. G ` CITY ENGINEERRCE: 42156 FlLL AND GRADE TO MATCH EXISTING 2:1 MAX. SLOPE PROVIDE FLOW LINE °�°"( ). PLAN PREPARED BY: FMCOMMENDMSAWCXIT CURB 5' FROM THE PROPOSED SIDEWALK, AND RECONSTRUCT IMTH 0' C.F AT FACE OF SIDEWALK, PER DETAIL HEREON RD-1e oRAwr� sH�r CONSTRUCT 6' CONCRETE SLAB �'� ��,►1 P CITY OF RANCHO CUCAMONGA +, RD-1 10500 CIVIC CENTER DRIVE 6 OF 7 CONSTRUCT 2 COURSE SLOUGH WALL PER STANDARD DWG NO. 605 AND PER DETAIL ON SHEET 6 RANCHO CUCAMONGA,CA 91730 CHECKM WM N0' SAWCUT PLANTER CURB 2' FROM THE PROPOSED SIDEWALK AND RECONSTRUCT TO TAPER FROM 8' TO Y HEIGHT. _ H 1883 16+ 10 DWY X-SECTION f3' Sw. s• D.A. (WEST SIDE) � 6' PAVING SCALE Lew H: 160= 109 1 13721372wAa�can aAWA1YPa 10AC OWRLA N V: wl=4" 1370 �- -i - - 1370 -40 -20 0 20 15+ 41 . 60 DWY X—SECTION (WEST SIDE) — - — X. - II - - ---— ---—- $ PA NNG I I i i 1372 � i ! t----- 2.937[ 2.71% 12+ 75. 40 -� _ . - DWY x-sEcnoN 1370 -- - -- - - j (EAST SIDE) , S.W. TRANSMON I 1368 o' aA 1368 1367 _ -- -40 -20 0 20 1365 , ------ 15+ 14 15+ 14 1363 - - Ir -- -�- ---- - ----� ---- - IRAN. sw DWY X-SECTION ' °•"• (WEST SIDE) —20 0 20 4o so PAVpVG 1372 -- - - --- - -- 1372 I 132.712.o6x — — — � 1370 .z1oz ---�'� 7� - o i 12+ 11. 16 1368 I i -_ I ! 11368 DWY X—SECTION -40 -20 0 20 (EAST SIDE) 10' D.A. 1365 -- - 14+ 64. 72 �� �' �� j r TRANS Sw. DWY X-SECTION 1363 _-- ----- ---- ---- - -.— - — - - - - i 4 D.A (WEST SIDE) ; PAVING i T - - -- -- 1372 1361 I j -20 0 20 40 60 1370 EX.AG DNI' Ix -4- 13681 - - --- - - - 1 1368 -40 -20 0 20 11 + 74. 50 DWY X-SECTION (EAST SIDE) S w. r TRANSfTION o' D.A. • 1364 -- - -- - -- ilift- I 14+ 37. 91 Z-W TRANS SW DWY X-SECTION (WEST SIDE) ' 4 +' QA PAVMG t 1 - --- -----1 — --L - - L -� � 1360 - - 41 7 oes�.rcc DNr -20 40 60 1368 -- - ' oar% - --_ - - -� - - - - - 1366 -40 -20 0 20 10' TRANS S w. • D.A* ' PANNC 12+ 86 DWY X—SECTION (WEST SIDE) 1366 -- -- - M FM or 2X -' lq3.66 � - - - - ` 2.3371 - - - _ 1364 F -4 - --- - - - - -- + ----- - - - - - - N N 1362 -40 -20 0 20 ' 7Rms 11 + 85. 50 o' TRANS Sw. PAVING DWY X-SECTION s °r� rry (WEST SIDE) NO. DESCRIPTION OF REVISION DATE IiPPO�VEflccRO 1364 ~ T— - --- - -- -- — — - - - 2X 3.73% 2.337[ CITY OF RANCHO CUCAMONGA 1362 ' - - - N DRIVEWAY - CROSS SECTIONS 136o L —40 —20 0 20 ETIWANDA AVENUE BIKE LANE AND SIDEWALK IMPROVEMENTS (FROM VICTORIA ST. TO 7009 NORTH) 11 + 70. 50 DWY X—SECTION 10' TRANS W. 5' D.A.— PAVMG (WEST SIDE) �IT CPYR ENG NEER � � � � DATE: 4' �R(7f E SS/0 RCE: 42156 1364 - T—L� - - ---- - - - <cG oESM '�� I �� P, G1C( t�` PLAN PREPARED BY: � i i0 0051_pcc on— _ L a a 1 3✓!6 x ! >v RD-1 . — _ Z a _ 1362 - - -- -- -� Exp rn wN owe s► r �-- _ — — CITY OF RANCHO CUCAMONGA * N�- s 5r _ _ I / RANCHO CUCAMONGA, CA 91730 1360 -------------1------------ ------L-- ---� `�l rn it /j RD 1 10500 CIVIC CENTER DRIVE 7 7 -40 -20 - CHECK DRAWM NO. 0 20 CH 1883