Loading...
HomeMy WebLinkAbout1831GENERAL NOTES CITY OF RANCHO CUCAMONGA 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public Works Construction, (Green Book), 1994 Edition with suppliments. 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 -6223 Southern California Gas Co. 909 335 -7744 Verizon Communication 800 469 -6347 Cucamonga County Water District 1909 987 -2591 Charter Communication (909) 880 -0231 Metropolitan Water District (909) 217 -6679 4. For inspection of this project, the Contractor shall Contact the Public Works Section at 477 -2740 Ext. 4077 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 License. EXISTING SURVEY MONUMENTATION COLD PLANE 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 follows: Surveyors Act. Found monuments are shown on the plans and described as (FOUND) 1�- F.D. PUNCH MARK ON SMH LOCATED AT INT. ARROW RTE. AND GROVE AVE. 2�- F.D. CONC. NAIL LOCATED AT CENTERLINE OF ARROW RTE., AT STA. 11+50.00. 3�- F.D. CONC. NAIL STRADS LOCATED AT CENTERLINE INT. OF ARROW RTE. AND CALAVERAS AVE. 4[E- F.D. SPIKE AND WASHER LOCATED AT CENTERLINE INT. OF ARROW RTE. AND VINMAR AVENUE. o- F.D. CONC. NAIL LOCATED AT CENTERLINE INT. OF ARROW RTE. AND SIERRA MADRE AVENUE. 6�- F.D. CONC. NAIL STRADS LOCATED AT CENTERLINE INT. OF ARROW RTE. AND EDWIN STREET. F.D. CONC. NAIL STRADS LOCATED AT CENTERLINE INT. OF ARROW RTE. AND COMET STREET. ®- F.D. CONC. NAIL STRADS LOCATED AT CENTERLINE INT. OF ARROW RTE. AND HYACINTH STREET. 90- F.D. 1" IRON PIPE LOCATED AT CENTERLINE INT. OF ARROW RTE. AND BAKER AVENUE. STRIPING GENERAL NOTES 1. All details and dimensions for traffic striping and markings and the installation therbof 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 sholl 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. 1. 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. inw]:4 0 1 ki 01140 - 1 • J;14`1111 1110ftia-Y "1111 111, RANCHO CUCAMONGA l �� HILLSI'E ,� ST EM0 = ❑ VEND ', �' ❑ 19TH Sim 20't ¢ 3d TO 34' 8' 12' 8 b 1s o. 1s 17 '. TO ,�gypp 4. o• - _ AFTER COLD PLANE, ROUTE AND CRACK COLD PLANE SURFA COLD PLANE SURFA SEAL VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY (TYP). ARROW ROUTE - TYPICAL CROSS SECTION FROM STA. 10 +00.00 TO STA. 21 +00.00 NTs AND FROM STA. 30 +00.00 TO STA. 36 +20.00 W n 1.707L 1�-- V AFTER COLD PLANE, ROUTE AND CRACK COL) PLANE SURFACE O• SEAL VISIBLE CRACKS 1/4" OR LARGER COLD PLANE SURFA PRIM TO OVERLAY (TYP). ARROW ROUTE - TYPICAL OROSS SECTION FROM STA. 21 +00.00 TO STA. 30 +00.00 NOTE: SEE CROSS - SECTIONS DETAIL ON SHEET NO.5,6, &7 FOR A.R.H.M. THICKNESS. VARIES ARHM OVERLAY SECTION "A" 0.32 AC _1 0.50' CAB. 1 N TS PAVEMENT REPLACEMENT DETAIL LEGEND: OVERLAY WITH 0.12' TO 0.33' ARHM. REMOVE AND REPLACE A.C. PAVEMENT, SEE DETAIL (SECTION "A" - PAVEMENT REPLACEMENT DETAIL). COLD PLANE AREA EXIST A.C. SURFACE a COLD PLANE SURFACE wom No. 21001 a �r.3�3 ►I STREET IMPROVEMENT CONSTRUCTION NOTES: 1O- CONSTRUCT P.C.C. CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 104, TYPE A2 -8. to CONSTRUCT CURB RETURN PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 106 -A AND 104, TYPE A2 -8. Q- REMOVE AND RECONSTRUCT P.C.C. DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STANDARD DWG. NO. 101. CONSTRUCT 4" THICK P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 103. X32 S. F. CONSTRUCT 6" THICK P.C.C. DRIVEWAY OVER COMPACTED NATIVE. 41�-- CONSTRUCT ACCESS RAMP PER A.P.WA. STANDARD PLAN 111 -2, CASE B. INCLUDING RETAINING CURB. CONSTRUCT MASONRY RET. WALL, TYPE B PER CITY STANDARD. DRAWING NO. 604. 6a- RELOCATE EXISTING TREE TO THE SATISFACTION OF THE OWNER. 7O- CONSTRUCT CROSS - GUTTER & SPANDREL PER CITY STD. DWG. NO. 106 -A. WIDTH =10'. O8 -- RELOCATE EXISTING POWER POLES (BY S.C.E.). 1�9 - RELOCATE EXISTING CHAIN LINK FENCE. 10 PROTECT IN PLACE. 11 REMOVE AND REPLACE EXISTING MAILBOX IN UKE AND KIND. 12 RELOCATE EXISTING WATER METER AND RECONNECT. 13 REMOVE EXISTING TREE OR SHRUBS AND REPLACE IN LIKE AND KIND. 14 REMOVE EXISTING SIGN. 15 CONSTRUCT RIVER WASHED GRANITE COBBLESTONES, CASE 1 PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 542. 1g VARIABLE COLD PLANE FROM 0' TO 0.12'. 17 0.12' TO 0.33' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND w CRACK SEAL VISIBLE CRACKS 1/4 OR LARGER PRIOR TO OVERLAY). 18 REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN. 19 ADJUST TO GRADE (M.H., VALVES, P.C.C. BOX COVER, WATER METER AND OTHER APPURTENANCE.) �- OVERLAY OVER EXISTING ABANDONED WATER VALVE. 21 JOIN EXISTING (SEE JOINT DETAIL ON SHEET NO.1.) . 2.0 Q- SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND REPLACE AS SHOWN ON SECTION "A" (PAVEMENT REPLACEMENT DETAIL). �- SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND CONSTRUCT 3" THICK A.C. OVER COMPACTED NATIVE. O- REMOVE AND REPLACE EXISTING CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO.104, TYPE A -8. q�d 24 24 REMOVE AND RECONSTRUCT PORTION OF EXISTING ROCK WALL TO MATCH EXISTING. A A140 LEGEND OM SHEET2TAL�. EEAPER TiIE ►1�TES STRIPING NOTES r Q- REMOVE & REPLACE AFFECTED LOOPS PER LOOP PLACEMENT DETAIL HEREON. 26 PAINT LEGEND, SYMBOL OR ARROW TYPE N (S.A.E.) THERMOPLASTIC. 3 B SAW cuT 12'7 Fr. 2 PAINT 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE D MARKERS PER STD. N0. 133. 2�8 - PAINT 12" SOLID WHITE STRIPE. .. z4 INSTALL HYDRANT MARKERS PER CITY STD. NO. 134 AND PER CITY STD. NO. 133. !�- PAINT 8" SOLID WHITE STRIPE WITH TYPE G MARKERS PER CITY STANDARD NO. 133. 31 PAINT 4" DASHED WHITE STRIPE WITH TYPE G MARKERS PER CITY STD. NO. 133. 3�2 - PAINT 4" SOLID WHITE STRIPE WITH TYPE G MARKERS PER CITY STD. NO. 133. 3�3 - PAINT 12" SOLID YELLOW STRIPE. PAINT 4" SOLID WHITE STRIPE. ' O-- INSTALL SIGN AND POST. 21 36 PAINT TWO -WAY LEFT TURN LANE PER CITY OF RANCHO CUCAMONGA STD. DWG. NO.133. 25' * IF R2 (45) SIGN AND POST EXISTING ROFESSi VARIABLE COLD PLANE REPAINT 45 MPH LEGEND a i > FROM 0.00' TO 0.12' l q'�� LEGEND, SYMBOL AND CROSSWALK SHALL BE THERMOPLASTIC. w U) Q� O v No. 24953 F° )e0 G�OP` PROPOSED FINISHED * Exp. 12 -31 -05 � o SURFACE n _ SECTION "B" NTS JOINT DETAIL 10 B L= 3222' � ON CURB �O EXISTING OUND 20' N. FROM CENTER LINE �^ r Go O N � N 1220 Z �, `1 v cv ^ ^ Z_ ---J— —� -�- /— -- _ _ 1220 BENCH MARK: B.M. NO. 10031 ELEV. 1221.284 FD. 2" BRASS DISK IN CONC TRAFFIC SIGNAL BASE / STAMPED 'CITY OF UPLAND` B.M. 56 -86 1987' AT \ NORTHEAST CORNER OF ARROW RTE. AND GROVE AVE. 31 FT. EAST OF CENTERLINE GROVE AVE. AND 38 FT. NORTH OF CENTERLINE OF A ROW RTE. N n N � o i! v� IIF I �0_I 0 11 M a N I I 1 FINISHED SURFACED AT 12' NORM OF CENTER FINISHED SURFACED AT CENTER (R =0.20X) EXISTING SOUTH TOP OF CURB D FINISHED SURFACED AT CENTER of + N +r 04 CNI M N [IC4 R =0.2OX PROPOSED SOUTH TOP OF 10 +00 `co ITYSTANDARD PLANS - a 13 +00 2 • PA109 TO TH-E cvM 00 1 BE +! N D FINISHED SURFACED AT CENTER of + N +r 04 CNI M N [IC4 R =0.2OX PROPOSED SOUTH TOP OF 10 +00 11+00 ITYSTANDARD PLANS - 12 +00 13 +00 2 • PA109 TO TH-E cvM 14 +00 W5RON OM IC SdLS REFtRr 5 BE A R R O W FUf NI5HLwD ToT1.4E CITY 1 SPE)rT6R. AW VNUSA,LTOkic E'5 OR NVTPU ENT EFFICIENCM5 YRKOGIM 2a- ! 3 + 8114 i 8120 i 8132 8139 i $146 i aim I ales 10 NO. 103. 4-•, 5TREE'T TRC —FS r —Tc AE PLANr� D PER I �PL REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN. -INSTALL_ STRETT 22 4 + 1A=- 19 °- 4O- /W I� APPURTENANCE.) INCLUDING RETAINING CURB. o -� - - t - - - --- - -�^ - -- - -- 10 J_ O- SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND REPLACE AS SHOWN ON 11 REMOVE AND REPLACE EXISTING MAILBOX INUKE AND KIND. PLAN AND PROFILE SECTION A (PAVEMENT REPLACEMENT DETAIL). 12 RELOCATE EXISTING WATER METER AND RECONNECT. HORIZ. SCALE: 1 " =40' SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND CONSTRUCT 3' THICK A.C. ARRO pp/ ROUTE STREET WIDENING y.: 1 BCR VERT. SCALE: 1"=4' 13 REMOVE EXISTING TREE OR SHRUBS AND REPLACE IN KIND. 23 REMOVE AND REPLACE EXISTING CURB AND GUTTER PER CITY OF RANCHO 0- VARIABLE COLD PLANE FROM 0' TO 0.12'. COLD PLANE AREA CUCAMONGA STANDARD DRAWING NO.104, TYPE A -8. I .' .� 10 19 STREET TREES 544ALL 13E INSTALLED PEP, 74E NOTES AND LE6E'ND 19 j 10 bb�1 11 +00 2 12 +00 13� 1$ + "" - -- I- - - -- �-5�""' - - +-- �' -- - -- -- + -- 10+00 ARROW RTE. ` 17 IS N 89' 48' 04" W 10+00 g GROVE AVE.1 12 O� w N N I Iti I I PROPOSED FINISHED SURFACED AT 12' NORTH OF CENTER 15 +00 GE PLANTEDINACCCN2DMC6 WN ITYSTANDARD PLANS - 16 +00 Ii 2 • PA109 TO TH-E cvM cEMENr oF" P6AW(NC4 AN W5RON OM IC SdLS REFtRr 5 BE A R R O W FUf NI5HLwD ToT1.4E CITY 1 SPE)rT6R. AW VNUSA,LTOkic E'5 OR NVTPU ENT EFFICIENCM5 YRKOGIM 2a- F3 Xl<F(LL SOIL AMFNDAA I 9176 I a186.22 STANDARD DWG. NO. 101. i 9198 F� 5u87L= T -ro (N5PC -t"_Tt ENT. ANP A�:cErMAcE BYrHE NGfNEER1 NO. 103. 4-•, 5TREE'T TRC —FS r —Tc AE PLANr� D PER I 5 6kNr REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN. -INSTALL_ STRETT S PFA CITY STREET' Tr�E DES GN GVIDELINES ANo STAN1aA DS 4O- CONSTRUCT ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. NO. 102. OF RANCHO CUCAMONGA APPURTENANCE.) INCLUDING RETAINING CURB. o 1CAL NAME BILO13A MoNT n t L L OT 10 J_ E2 N O O n TOP OF CURB 3 ( - ALL STPE'ETTRESARF GE PLANTEDINACCCN2DMC6 WN ITYSTANDARD PLANS - 2 STREET IMPROVEMENT CONSTRUCTION NOTES: 2 • PA109 TO TH-E cvM cEMENr oF" P6AW(NC4 AN W5RON OM IC SdLS REFtRr 5 BE A R R O W FUf NI5HLwD ToT1.4E CITY 1 SPE)rT6R. AW VNUSA,LTOkic E'5 OR NVTPU ENT EFFICIENCM5 YRKOGIM 2a- F3 Xl<F(LL SOIL AMFNDAA T5 AS OETERM INFD SY 7T+ CITY IMSP1= c -TCt?. AL STANDARD DWG. NO. 101. ?,. ALL STREET TREES 5x4k,giCE5 t�EPARr F� 5u87L= T -ro (N5PC -t"_Tt ENT. ANP A�:cErMAcE BYrHE NGfNEER1 NO. 103. 4-•, 5TREE'T TRC —FS r —Tc AE PLANr� D PER 13L(C (e'PRC Ek'FA.7 5 6kNr REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN. -INSTALL_ STRETT S PFA CITY STREET' Tr�E DES GN GVIDELINES ANo STAN1aA DS 4O- CONSTRUCT ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. NO. 102. OF RANCHO CUCAMONGA APPURTENANCE.) INCLUDING RETAINING CURB. SOUTH TOP OF CURB gOT 5tReErN4t`'IE 24 ARRoW GINK RoVTE ( "FAI 1CAL NAME BILO13A MoNT n COMMON NAA�`E MAIDENHAIR TREE CONSTRUCT CROSS - GUTTER & SPANDREL PER CITY STD. DWG. NO. 106 -A, MIN SR10E ` 5( ctNGl S/ZE .1 (5 S 20 o.C. G9L, OT 10 PROTECT IN PLACE. O- SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND REPLACE AS SHOWN ON 11 REMOVE AND REPLACE EXISTING MAILBOX INUKE AND KIND. PLAN AND PROFILE SECTION A (PAVEMENT REPLACEMENT DETAIL). 12 RELOCATE EXISTING WATER METER AND RECONNECT. HORIZ. SCALE: 1 " =40' SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND CONSTRUCT 3' THICK A.C. ARRO pp/ ROUTE STREET WIDENING VERT. SCALE: 1"=4' 13 REMOVE EXISTING TREE OR SHRUBS AND REPLACE IN KIND. 23 REMOVE AND REPLACE EXISTING CURB AND GUTTER PER CITY OF RANCHO 0- VARIABLE COLD PLANE FROM 0' TO 0.12'. 17 +00 18 +00 19 +00 20 +00 I8210 I 8214 I I8t<I2J1 I 8230 I 8242 I 8232 O PL PL �-R /W I� I I /W o I 1 L L 1 + --- - -- - -- - -- --- -- - - --- -- ----- ---- - -- --- -- - --- - -* ° -- n n 19 n 19 P7 10+00 CAU►VERAS AVE.j. 20 SEE DET/�IL /A l +44.20 - -- - -- -- �- - =- 14 BCR � R/W 10 11 1 11 23 •, 21 <' 1A C2 00 eYi a n' 19 10 10 10 22 00 I d 10 I i p 10 Z 10 2e 4 10 1 g 1 B x PL 10 19 3p 3 I ° 3 to 23 10 16 ( - I! 3 ^2' 1 O 3 8517 b i 81 3A ° gX 8149 i +p N 8187 ; ; + 8 + I rn o II �I V J 7 10 � � 16 Q ROFESSlp PL m 3 Q S. GuT. �9' am z e 8515 I oJ\� F99 F2 I I U w m $ o a 22 I No. 2 rC1 CALAVERAS AVENUE 22 VINU R AVENUE C �P GROVE AVENUE N N CIVIL � �jF c t. CURVE TABLE O RADIUS 2 STREET IMPROVEMENT CONSTRUCTION NOTES: TANGENT SEE SHEET NO. FOR DETAIL 1A CONSTRUCT CURB RETURN PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING A R R O W 32.22' NO. 106 -A AND 104, TYPE A2 -8. 28.24' C2 2a- REMOVE AND RECONSTRUCT P.C.C. DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA 17 0.12' TO 0.28' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND AL STANDARD DWG. NO. 101. �� 111102 CRACK SEAL VISIBLE CRACKS 1/4' OR LARGER PRIOR TO OVERLAY). 3 3 CONSTRUCT 4" THICK P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 103. d CHECKED CH DRAWING NO- I S3I 18 REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN. 1. DATE CONSTRUCT 6' THICK P.C.C. DRIVEWAY OVER COMPACTED NATIVE. 19 ADJUST TO GRADE (M.H., VALVES, P.C.C. BOX COVER, W.M. AND OTHER 4O- CONSTRUCT ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. NO. 102. OF RANCHO CUCAMONGA APPURTENANCE.) INCLUDING RETAINING CURB. o- OVERLAY OVER EXISTING ABANDONED WATER VALVE. w I ; { "- �- o CONSTRUCT CROSS - GUTTER & SPANDREL PER CITY STD. DWG. NO. 106 -A, WIDTH -10'. 21 JOIN EXISTING (SEE JOINT DETAIL ON SHEET N0.1.) 10 PROTECT IN PLACE. O- SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND REPLACE AS SHOWN ON 11 REMOVE AND REPLACE EXISTING MAILBOX INUKE AND KIND. PLAN AND PROFILE SECTION A (PAVEMENT REPLACEMENT DETAIL). 12 RELOCATE EXISTING WATER METER AND RECONNECT. ?I- SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND CONSTRUCT 3' THICK A.C. ARRO pp/ ROUTE STREET WIDENING OVER COMPACTED NATIVE. 13 REMOVE EXISTING TREE OR SHRUBS AND REPLACE IN KIND. 23 REMOVE AND REPLACE EXISTING CURB AND GUTTER PER CITY OF RANCHO 0- VARIABLE COLD PLANE FROM 0' TO 0.12'. COLD PLANE AREA CUCAMONGA STANDARD DRAWING NO.104, TYPE A -8. �4 — SA1�iVCUi �A -- STREET TREES 544ALL 13E INSTALLED PEP, 74E NOTES AND LE6E'ND CURVE TABLE O RADIUS I DELTA F CAU TANGENT CHORD Cl 3 1 32.22' - 28.24' C2 20.00' 1?0uMrE TYp R =7' 19.66' AL n D �� 111102 EXIST•Cu 13 Q REVISED DRIVEWAY DESIGN, SEE SHEET NO. 8 FOR DETAILS AND CROSS SECTIONS. 6/27 / 02 d CHECKED CH DRAWING NO- I S3I LEGEND: W 1. DATE AP Ra Eo: _ SX I ' "� p/`" CITY OF RANCHO CUCAMONGA 17-71 OVERLAY WITH 0.12' TO 0.28' ARHM. w I ; { "- �- o PLAN AND PROFILE REMOVE AND REPUTE A.C. PAVEMENT, SEE DETAIL % + N ARRO pp/ ROUTE STREET WIDENING (SECTION W - PAVEMENT REPLACEMENT DETAIL). DETAIL "A," Q ( _ 3D AND PAVEMENT REHABIUTATION COLD PLANE AREA FROM STA. 10 +00.00 TO STA. 20 +00.00 CURVE TABLE O RADIUS I DELTA LENGTH TANGENT CHORD Cl 18.35' 1 100. 36' 12" 32.22' 22.10' 28.24' C2 20.00' 1 89. 00' 32" 31.07' 19.66' 28.04' APPROVED BY: DATE : '" CITY ENGINEER RCE 4952 3 oESlcw R02 CTIYROFEDRANCHO CUCAMONGA�_ 1OF CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 R.C.E. 110 24Sti3 C-MSTRI/GT SIDEWALK AND ADd51'REETTI�_ Q�}'Z p 20(Z- 0032 R(iV1f 2013-00 r� p 5 (1 �� n D �� 111102 ��T 2 OF 9 Q REVISED DRIVEWAY DESIGN, SEE SHEET NO. 8 FOR DETAILS AND CROSS SECTIONS. 6/27 / 02 d CHECKED CH DRAWING NO- I S3I NO. DESCRIPTION OF REVISION 1. DATE AP Ra Eo: DATE FILE NO