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Home My WebLink About1872 BENCH MARK: 10074 SHEET INDEX 2" BRASS DISK IN CONC. EDISON VAULT STAMPED CITY OF RANCHO CUCAMONGA 'CITY OF RANCHO CUCAMONGA BM 10074' AT THE 1 TITLE SHEET NORTHEASTERLY CORNER OF HIGHLAND AVENUE AND MIWKEN AVENUE, 30 FT. EAST OF CENTERUNE OF 2804 PLANS MIWKEN AVENUE AND 20 FT. NORTH OF END OF ASPHALT BERM RETURN. 5 STRIPING AND PAVEMENT MARKINGS ( BANYAN SW. .- ' DEN ' ELEVATION = 1514.456 6-8 CROSS SECTIONS FROM ROCHESTER AVENUE TO IEl//EST 2000' ± CONSTRUCTION NOTES: 1a- SAWCUT AND REMOVE EXISTING PAVEMENT �- ADJUST WATER VALVE TO GRADE (CONTACT UTI. COMPANY PRIOR TO ANY WORK) RANCHO CUCAMONGA (-- ADJUST MWD MANHOLE TO GRADE (LABOR AND MATERIALS BY MWD FORCES, COORDINATE WITH UTI. CO.) RELOCATE AIR VENT (CONTACT UTI. Co.) PROJECT SITE a— REMOVE SIGNS GENERAL NOTES _ a CONSTRUCT PAVEMENT 4- A.C. OVER 4- C.A.B. PER PLAN AND CROSS-SECTIONS ALMOND 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and theIfk , • CONSTRUCT CURB AND 2e GUTTER (A2-8) PER CITY STANDARD DWG. NO. 104 Standard Specifications for Public Works Construction, (Green Book), 1994 Edition with �« 5 ��, 7a- CONSTRUCT 6' SIDEWALK PER CITY STANDARD DWG. NO. 103 suppliments. g = RD i< i M150N E E^ A 71A/Ml - _ s� AGRADE TO CREATE SWALE PE DETAIL < w BANYAN i i m BAI.'�'A"S+ 2. Public and private utilities and substructures shown hereon are from available records. CUT AND GRADE EXIST. SLOPE (2:1 MAX.) AND COMPACT TO 90% MIN. COMPACTION "°"AVE The contractor shall be responsible for protecting all utilities and substructures as I .101tA.0 Alk INSTALL STREET LIGHT 5800 LUMEN HPSBY SCE ncr,NER � ( ) shown within the construction limits of this project and shall be responsible for any , ;A PAR, _damage - ' MIN. RA e as a result of the construction operations. "ON_ N5G �, =- N � , Si5, 11 RE GRADE AND RE ALIGN EXISTING SERVICE ROAD CUT AND FILL TO CREATE A 16 9 P S P R R SERVICE ROAD JLL T I 1 • XC SECTIONS ON SHT. 1 AND CROSS SECTIONS SHT 6 TO 8 �n►rtru RE-GRADE AND RE-ALIGN EXISTING DITCH, CUT AND FILL TO CREATE A 10' MIN. DITCH 0 < .�orw a z 3. The contractor shall notify UndergroundService Alert 1-800-422-4133 and the following oprram �� >r� _ < � W SEE PLAN, TMP. X SECTIONS ON SHT. 1 AND CROSS SECTIONS SHT 6 TO 8 . . . . - T Ty 5 Z < (IUPC~S o CNUP.Y utilities two working d prior to construction or regarding an problems. < - _ • 9P 9 9 Y _ < 1 INSTALL 6 CHAIN LINK FENCE PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT Southern California Edison Co. (909) 357-6223 u BERNARDPO RD R = a A V x, 8m (SR6F1 SPEC. DRAWING NO. I. ¢ �A'` Southern California Gas Co. (909) 335-7744 l`N ( q•ER OR e 5 A(tPON ROUTE µRMT R7.lE Z � Verizon Communication (800) 469-6347 _ sP B K, STRIPING NOTES: _ ' A'R S r R R W:TTP A"Alf Cucamonga County Water District (909) 987-2591 "°SSE' A� REMOVE EXISTING STRIPES Comcast Cable Vision (909) 390-4738 Metropolitan Water District (909) 776-2664 R*� PAINT DOUBLE YELLOW CENTER UNE PER CITY STD. DWG. # 133 ""`TRUE' (REMOVE CONFLICTING UNE BY SAND BLASTING) Charter Communications (909) 343-5165 /� C� PAINT 6 SKIP WHITE BIKE LANE UNE PER CALTRANS STANDARD (LENGHT AS SHOWN) 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. VICINITY MAP f�D PAINT 6" SOLID WHITE BIKE LANE LINE PER CALTRANS STANDARD NOT TO SCALE 5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any sly & REPAINT EXISTING LEGEND AND LIMIT LINES construction or encroachment within any City of Rancho Cucamonga right-of-way. 34M U"W F� �Y' R/V °4' R" � PAINT LEGEND, SYMBOL OR ARROW TYPE FV , S.A.E. N'LY. R/V P" . 6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City II✓v ■ COMM w� 24• IEMT � 4• � Ga PAINT 8" SOLID WHITE LINE WITH TYPE "G" MARKER PER CITY STD. 133 of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior 24' i3Mr 4• - _ _ " ,. 24' �- «�� ' � INSTALL W56 SIGN (TYPE N MARKER) PER CITY STANDARD 130 to construction indicating any detour and/or road closures. I 24' 22• \ +V __iT. M M1110 « " I 4t 40' PERM. MAT. FR MWD / FEE ESMTl- I' �nw�Ro. \<k _ I • um PERM. ESr<IT I 6, Sly U!�OF N 1/2 7. Contractor shall have a Class A Contractor Licence. \ I EP. 4.t OF SECTION E OR Miro PE►rM. ESMT r 2' 6.6' \ 1 \ / • 4 t rf �— ��s�c-z.szx \ 6 4 II \ // Ii z - - — - �� —II EXISTING SURVEY MONUMENTATION — — _ 2X o. _ _ _ _ �— —� a: .. UU All existing survey monuments that will be disturbed by this project shall be referenced and E>QSrNc 41r TO 12• TO FIN. GRD. reset by the City Construction Surveyor in accordance with Section 8771 of the California 6' M 12' TO FIN. GRD. Surveyors Act. Found monuments are shown on the plans and described as follows: (FOUND) II \IBJ 1� 2" BRASS DISK AT STATION 16+73t LOCATED 6' SOUTH OF THE CENTERLINE OF BANYAN STREET ' EXIST. cf MCIt II ExisT WMw „ ( A ELEVATION: 1623.08 (PROTECT IN PLACE) I t 11 TYPICAL BANYAN STREET SECTION I TYPICAL BANYAN STREET SECTION 11 \\ % STA. 10+50 TO 12+50 N.Ts 2� 1* I.P. AT STATION 18+52t LOCATED AT THE CENTER LINE OF BANYAN STREET AND MT. BALDY PLACE \ / STA. 8+50 TO 10+00 N.T.S. ELEVATION: 1621.79 �- 1" I.P. AT STATION 30+00t LOCATED AT THE CENTER LINE OF ROCHESTER AVENUE AND BANYAN STREET WPM UNK rvfm "tCHAR L" 'Oi� ELEVATION: 1610.58' �Y R^+ �• My WILT. iw >14• Ivv 16• MNN Civ ■ € 1s' WN ■ 24' ESMr 4' 24' mff 4' EXIST a GRAM 36' 46• - EXISIM OPME 36' 4e' - - - — I 24' 22' � � � �? — \ 24' / \ I / 44' / ►crr oosttNc ort FIR MVID FEE V Ex. stxv,�W. � / scRwcE Ro. \ _ I ' MW PERM. ESMT \I I / _ MMD PERM. ESMT \ I �� r t 'MN. Ir sir UNE OF N t/2 STRIPING GENERAL NOTES / Z'J EX E. 4't S' ,N '/2 I _ _ � MA,F ° EX. E.P. 4•t OF SECTION 30 0 I I 2' 6.S' \ 1 \ / I_ ( coNP�cTtoN tN)x 7 6.S' II I I an.CREATE t0•MN. d 10' MIN 1. All details and dimensions for traffic striping and markings and the installation thereof shall conform 6 I 6 4 \ P 9 9 4 \ / / to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City - �7x-206X - - - l- - -1`- -�-- -�I 2X `�42—�+x L Standard plan no. 133, unless otherwise approved or directed by the City Engineer. 6 7 DasTING EXISTING 2. Procedures for painting of striping and pavement markings and installation of pavements markers shall 6' TO 12• TO FTM• ORD. 6• TDI TO FIN. M. 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. / \�� EXIST W M" IME-- (PROTECT IN PUCE) B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. EXIST. sib' MWD LINE- --11 t II TYPICAL BANYAN STREET SECTION II t II PROTECT IN PLACE)CE) TYPICAL BANYAN STREET SECTION � I14+50N.T.S. II 11 +00 STA. TO 26 C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation \\ //I STA. 13+50 TO 14+00 of striping and markings. CITY D. All control points and spotting removed during sandblasting shall be replaced prior to installation of "y DESCRIPTION OF REVISION DATE moo• striping and markings. �Y' w aw Iiv E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to24, sMr iw 5 CITY OF RANCHO CUCAMONGA installation of new or replacement striping and markings. 38' 1 F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type, i 24' 22' TITLE SHEET I AV MM, aim FR MW I FEE ESMIL 15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the �' first, unless otherwise noted. - �EX31M M� 9 Sly LINE�CTION � ,� BANYAN STREET WIDENING g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry), - w�T �J - 2' 6s 6 4 4'f 1 II \\ // I; ROCHESTER AVE. TO 2000' WEST unless otherwise noted. 2X- H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping NOTE: e 7 -7-"� - 7J L f•' CONTRACTOR SHALL POTHOLE 96' WATERLINE PRIOR TO EXISTING I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control TO CONSTRUCTION AND CALL MWD's INSPECTOR, JOE MIRONE TO 6' TO 12' TO FIN, ORD. - _ APPROVED BY: , DATE:, _ VERIFY AT (909) 776-2664 CITY ENGINEER /� /X ,� l�.1�t ; �� RCE: 24953 measures, in accordance with the city and state standards. '�aofEss�°I'� f � �al� J. Temporary or construction striping and markings shall be in accordance with the city and state standards o Underground s �� ;� �� `� d%`�� oma, PLAN PREPARED BY: RECOMMENDED and as directed b the Ci Engineer. 9 PRIOR R/VY AND PER / �A" �`' �� ice` RD-1 $44 • y g' Service Alert PLANS FFOR EXISTI G SOUTH J� „I ti h 3 No. 24953 7- HALF CITY OF RANCHO CUCAMONGA 3. Street Name Signs shall be installed per City Standard Plan No. 401-A. OF STREET i>as?. °d' '"�D LI"E'°" 1 t I !W DRAWN 10500 CIVIC CENTER DRIVE SHEET Call: TOLL FREE (PROTECT IN PLACE) I I TYPICAL BANYAN STREET SECTION of Fxc RD-1 RANCHO CUCAMONGA, CA 91730 and markings to the satisfaction of the Ci Engineer. til 1 * 1 OF 8 g y 1-800-422-4133 I STA. 26+50 TO 28+50 KT.s. 4. Traffic Signs shall be installed per City Standard Plan No. 401-B. NOTE: FOR FURTHER DETAILS ON CROSS \U// � C�V�`- �e� CHECKED R.C.E. No DRAWM NO. TWO WORKING DAYS BEFORE YOU DIG SECTIONS (SEE SHEET 6 TO 8) OF Ch0f CH DATE FIE NO 1872 BENCH MARK: 10074 20 BRASS DISK IN CONC. EDISON VAULT STAMPE� I , j *CITY OF RANCHO CUCAMONGA, BM 10074" AT *E NORTHEASTERLY CORNER OF HIGHLAND AVENUE D _ --- -- -- i --- I #igLL1KEN AVENUE, 34 FT. EAST OF CENTERLINE OF j •�z PROPOSED T OF SERVICE ROAD GRAbE i j } — — MILLIKEN AVENUE AND 20 FT. NORTH OF END i I j I i ASPHALT BERM RETURN. l , , EX. TOP OFA SERVICE ROD GRADE ; I {� X I ELEVATION - 1514.456 1.232 .. 0� v c - - 1 - -- - -----_- _- >� -----3{} -- ----------+ ------ -- ---------- 0.9 G i . . �, j I PIR=�41' PROPOSED DITCH GRADE EL. ( NORTH OF S ROAD) k + I ! N EX. SURFACE AT �'LY T.C. r1+ I y I � �kx m4 m � I i l x z I a Q. W , i PROPOSED NL Y T.C. _ /%xrp 0.739r �+� — , 200' V.0k PW=26.71.' � � i `�' 200' V.C.--/�--SEE CONT. �T 3+ PW--2303; 2 j + � i ,� 1 I ► i N EX.-30 96 MWD TOP O� PIPE*** m i i ate, Ex- 84V I � i fi ''L S=.01 . 5 MH —� _ -- { I ' 1 i 4 30 j i i I i „ •^X 1 � � 1 I i j i C.L. EX. FI NI HED SURFA CE CV NOTE: 4RUK �"— — _ I CONTRACTOR SHALL POTHOLE 96 �WAPRIOR T HORIZ. SCALE. 1 —40 I I 1 I ( I I TO CONSTRUCTION AND CALL MIND'S INSPECTOR, JOE M ONE TO VERT. SCALE: 1 "=8' VERIFY AT (909) 776-2664 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 C) - LOCATION OF EXCES 5 MATER-W-5 F90M &R�D1NG AA10 II EXCAVATION OF S15CFGD D IRT CHANNEL AND 5EF VICE ROAD EX. DITCH NOTE. FINAL SLOPES WITHIN = y DISTRICT RIGHT-OF-WAY SHALL b v y BE GRADED NO MORE THAN 2H: 1 V RATIO. . � 2:1 MAX SLOPE J - /i j & EX. DITCH SEE X-SECTIONS SHT 6-8 Q M.•, _ T � � 10 T - _ _ - Z _ _ - _ EX. SBCFCD SEROCE ROAD 12 13 - V) CN i l -- 11 . - - .._ _ ua+r 0 MIN. ... 00 13 -- - - 13 - -- � Q ~ - - -- - E10 XIST SERVICE ROAD 13 - - - _ -' - -._._.- _,__ . . _. _. - - --- _ ,__ ._. _. :- - -- _ _ - -- 1► 6 MWD ESMT UNE - — - �' 9 N -` - _ __ __ - - - -- -4y. _ - -- - - - 6" A�IWD WATER UNE — PROP. R/W , /�' Lu 4' 9 _ NT1'Qf iN0 N A - - - - - - - - - - - r, �.ww• s- �r T9, 24' � �- - ---_- -- -- 4424 - �-- -- ----- -- -- ----- -- -- - -- -- -- -- -- 3 -- S S 6 7 2A , 2C 2A 41111 - _- DO -- 58934'46"E 9+00 1 0+00 _ 1 11+GO _ 11+00---- -- 13+00 _-- 14100 15+00 _16+00 __-__S89'3446`E -11 --- -- ----- -----I-- -- 6'J --- 1 4 2 40' MWD PERMANENT ESMT 1 ------- ------------ FROM SBCFCD 6' SOUTH UNE OF N 1/2 SEC71ON 30 —- -- IF= - v Z 3sr . . siw■w fw.. i iiYlr.aiwM. ..wXR::n _ i'rwi . war a"` �5 ..wr a+.. + ..wwns. iw-r i.;- -.... _ L 40' PERMANENT ESMT. FROM MWD / FEE ES,T • • ! � ice.:.:.. REFER TO MWD RIGHT OF WAY MAP 1606-20 RIW AAWAN � CONSTRUCTION NOTES: 1� SAWCUT AND REMOVE EXISTING PAVEMENT ®- ADJUST WATER VALVE TO GRADE (CONTACT UTI. COMPANY PRIM TO ANY WORK) NO. DESCRIPTION OF REVISION DATE: APPROVM. ADJUST MWD MANHOLE TO GRADE (LABOR AND MATERIALS BY MWD FORCES, - - COORDINATE WITH THE UTI. COMPANY) CITY OF RANCHO CUCAMONGA LEGEND: C RELOCATE AIR VENT (CONTACT UTILITY COMPANY, PRIOR TO ANY WORK) " s I; - a STREET PLAN 3 REMOVE SIGNS � - o —A ITCH TO 10 MIN. WIDTH w w ` r RE GRADE AND RE-ALIGN EX D 4 .A. . PER PLAN AND CROSS-SECTIONS { - 4 CONSTRUCT PAVEMENT 4 A.C. OVER C B DAT`. (SEE PLAN AND CROSS SECTION ON SHT 6 TO 8) � � �` BANYAN STREET WIDENING WG. NO. 104 CONSTRUCT CURB AND 24 GUTTER (A2-8) PER CITY STANDARD o ROCHESTER AVE. TO 2000 WEST RE—GRADE AND RE—ALIGN DIRT SERVICE ROAD TO 16' MIN. WIDTH a- CONSTRUCT 6' SIDEWALK PER CITY STANDARD DWG. NO. 103 (SEE PLAN AND CROSS SECTION ON SHT 6 TO 8) 8a- GRADE TO CREATE SWALE PE DETAIL _ APPROVED BY: _ DATE:�� /`- � q. , CONSTRUCT 4" A.C. OVER 4* C.A.B. CUT AND GRADE EXIST. SLOPE (21 MAX.) AND COMPACT TO 907r MIN. COMPACTION CITY ENGINEER i�� /{lr jC /��'�� RCE: 24953 o Underground SEE DETAIL AND CROSS SECTIONS ON SHEET 0 INSTALL STREET LIGHT 5800 LUMEN HPS BY SCE)) DESIGM R COMMFN E DED Service Alert - - CREATE A 16 MIN. SERVICE ROAD RD 1 PLAN PREPARED BY: SAW CUT REMOVE EXIST. PAVEMENT AND 11 RE GRADE AND RE ALIGN EXISTING SERVICE ROAD/LEVEE, CUT AND FILL TO /� RECONSTRUCT PER DETAIL SEE PLAN, TYP. X SECTIONS ON SHT. 1 AND CROSS SECTIONS SHT 6 TO 8 wd Call: TOLL FREE rmq�l DR,� �M CITY OF RANCHO CUCAMONGA _ _ 1 RE-GRADE AND RE-ALIGN EXISTING DITCH, CUT AND FILL TO CREATE A 10 MIN. DITCH 1-800-422-4133 422-4133 RD-1 2 8 SEE PLAN, TYP. X SECTIONS ON SHT. 1 AND CROSS SECTIONS SHT 6 TO 8 10500 CIVIC CENTER DRIVE OF Fil EXIST SURVEY MONUMENT SEE SHEET 1 FOR TYPE AND LOCATION CHECKED RANCHO CUCAMONGA,CA 91730 DRAWING . TWO WORKING DAYS BEFORE YOU DIG 1 INSTALL 6 CHAIN LINK FENCE PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SPEC. DRAWING NO. I. CH 1872 �' i + I BENCH MARK: 10074 x I i t PROP. TOP OF S�RWCE ROAD GRADE EL. c t i j 2' BRASS DISK IN CONC. EDISON VAULT STAMPED — — �� 'CITY OF RANCHO CUCAMONGA BM 10074" AT THE 1 — 1 I t ± NORTHEASTERLY CORNER HIGHLAND. � i _ � LAN UE AND _ 23x I - — _ _ _ _ _ t ___ + _ -___-- -.-- __ _ -- , _ -- — -- �� KEN �11IEN13� 3A fT. EAST 4F �ENTER�.�NE �F 0.95 ; I + I I I MIWKEN AVENUE AND 20 FT. NORTH OF END OF _ — % — — + ASPHALT BERM RMRN. ING1 _ _ — _ — — ELEVATION = 1514.456 x I j — — - 0.93x i —� 20 - - ! ; PR OSED Dl TCM GRADE EL. 'NORTH OF ROAD) ' ► I 1 } � 1 SEE coNr. sFlr,2 200 .c. � 1 - - � EX DITCH GRD L. I PVI=23.03' ( - - - PROPOSE6 N'LY T.C { m I X — -�– -� _ I + EX. SURFACt A T N LY T. 6h1 0.926 �x ! I - — — _L 0.785X --�. j--je 1xi �� X001885 - - - _ o Aeo -mm 6-OF-PIPE � �x i x X—pk - 4xrli � C.L. EX. NISHED SU4FACE — x 1 1 I CONTRACTOR SHALL THOLE- 96-.WAtERLINE PRIOR ,0 HORIZ. SCALE: 1 "=40 , 1 I I ! i F TO CONSTRUCTION AND CALL MWD's INSPECTOR, ,10E WIRONE TO VERT. SCALE: 1 "=8' VERIFY AT 909 776-2664 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 w K0 V II NOTE: FINAL SLOPES WITHIN - DISTRICT RIGHT-OF-WAY SHALL - - - - e� RE GRADED NO MORE THAN 2H:1 V RATIO. • . 10 2:1 MAX SLOPE _ 10 SEE X SECTIONS SHT 6 c -- - c 2:1 MAX SLOPE 13 _l + EX. SBCFCD SERVICE ROAD 12 ►� SEE X-SECTION SHT 6-8 C 11 13 Cb 13 & EX. DITCH a Q) r (n N ��"_-i _ _ _ 0' MIN. -.� - -- 6 - —N•- - -.- - —- - �9 t- - -'�.... �•-77-7-7 -ArL/pHTYLI( r__�—..y - _ -. - - - - cV - - - - _ - - - - - - -- - - - -- - - - - - ---- - -- - - _ - - - - — - - - -- -1 �. ------------------------- - - • - - - - - - - - - - - K _ _ ^ _ EXIST 42" RCP INLET .� _ "k� - - -�,\9 _ gy 9Z --- -.. .. �. •,- -- - �_ ...- - -- ..- - -- . -- - . . - --�-`---- N'� - - - FL EL 18.20 d. -- - - -- - - -8 — - - - - \6 \ k rfq. - ^ 9 ROP. R/W - - - MWD ESMT t - - - 24 .+. -- -- -- -- -- 2A _ 2A 44' 2C 7 8 - - -- 2A -- -- ------�--- -- -- -- -------- 2A -- -- 6 7 8 ----- 2A -- -- -- -- O 00 • - -------- - --- --- ----- ---- ---- - ------ 20f00 - --- ---- ------- --- 21+00-_- --- M 22+_00 _ _ _ 5843434 _ (� - ---- -- 6 � 1 3 j 1 � ---- --- --- - __23+00 __ �__ 2400--- 25+00 J 40' MWD PERMANENT ESMT ------- --- - -- - - -- — - -- ------------ -----------1—^------ 26'=�-- �- --------------271 CN CFCD ( 40aM V PERMANENT ESMT �� sou UNE OF- NW 1/4 sE J - -- - — Z �_ - - ,+.- amu: -.yy: - - - -.ga -- - - - - - _ _ . _ - -►^ - - O amu. est _ Kn. v -�wi� :x ..� � g f 1, �•- v>. -_� -. _-. -�?- 3u; �Fti �` Asa`- �� 'a�'__ `•s`' - -- - -- - - - - -- -. _ CFCD 9- U •ir.. �� i i n...� ... -�� .+� w. ..s `�w�i� �� — w+■i.....iu■w w !�.� �� i .��. w —`"'��n.i+ F.w.. — �... w — �•�ii+k� is �� .w..,.w,. w — .r�. w w.,..+...�� w w+. R/W 40' PERMANENT ESMT. FROM MWD / FEE ESMT R REFER TO MWD RIGHT OF WAY MAP 1606-20 0 1 _ . CONSTRUCTION NOTES. INA NSTREET SAWCUT AND REMOVE EXISTING PAVEMENT QI I N0. DESCRIPTION OF REVISION DATE: CITY ADJUST WATER VALVE TO GRADE (CONTACT UTI. COMPANY PRIOR TO ANY WORK) �wPrton I • ADJUST MWD MANHOLE TO GRADE (LABOR AND MATERIALS BY MWD FORCES, I I LEGEND: COORDINATE WITH THE UTI. COMPANY) CITY OF RANCHO CUCAMONGA RELOCATE AIR VENT (CONTACT UTILITY COMPANY, PRIOR TO ANY WORK) _ - STREET PLAN I - 3� REMOVE SIGNS RE–GRADE AND RE–ALIGN EX. DITCH TO 10' MIN.N WIDTH CONSTRUCT PAVEMENT 4' A.C. OVER C C.A.B. PER PLAN AND CROSS–SECTIONS BANYAN STREET WIDENING (SEE PLAN AND CROSS SECTION ON SHT 6 TO 8) �- CONSTRUCT CURB AND 24' GUTTER (A2-8) PER CITY STANDARD DWG. NO. 104 ROCHESTER AVE. TO 2000' WEST RE–GRADE AND RE–ALIGN DIRT SERVICE ROAD TO 16' MIN. WIDTH CONSTRUCT 6' SIDEWALK PER CITY STANDARD DWG. NO. 103 (SEE PLAN AND CROSS SECTION ON SHT 6 TO 8) GRADE TO CREATE SWALE PE DETAIL APPROVED BY: DATE: CONSTRUCT 4' A.C. OVER 4' C.A.B. a CUT AND GRADE EXIST. SLOPE (2:1 MAX.) AND COMPACT TO 907E MIN. COMPACTION CITY ENGINEER /CL{, �/J{�/ � � RCE: 4953 o Underground SEE DETAIL AND CROSS SECTIONS ON SHEET INSTALL STREET LIGHT 5800 LUMEN HPS (BY SCE) DESIGN - "MM Service Alert SAW CUT REMOVE EXIST. PAVEMENT AND 11 RE–GRADE AND RE–ALIGN EXISTING SERVICE ROAD/LEVEE, CUT AND FILL TO CREATE A 16' MIN. SERVICE ROAD RD-1 PLAN PREPARED BY: Call: TOLL FREE Em RECONSTRUCT PER DETAIL SEE PLAN, TYP. X SECTIONS ON SHT. 1 AND CROSS SECTIONS SHT 6 TO 8 per,, SHEET 1-800-422-4133 1�2 - RE–GRADE AND RE–ALIGN EXISTING DITCH, CUT AND FILL TO CREATE A 10' MIN. DITCH RD-1 CITY 0500 CIVIC CENTER RANCHO CUCAMONGA VE 3 8 SEE PLAN, TYP. X SECTIONS ON SHT. 1 AND MOSS SECTIONS SHT 6 TO 8 RANCHO CUCAMONGA, CA+91730 � 1 T 1 FOR TYP AN EXIST SURVEY MONUMENT SEE SHEET 0 E D LOCATION TWO WORKING DAY'S BEFORE YOU DIG � ( ) �"E� °�'"� N0' 1�- INSTALL 6' CHAIN LINK FENCE PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT CH 1872 SPEC. DRAWING NO. I. i I I F BENCH MARK: 10074 2" BRASS DISK IN CONC. EDISON VAULT STAMPED I ! i CITY OF RANCHO CUCAMONGA BM 100740 AT THE I I f NORTHEASTERLY CORNER OF HIGHLAND AVENUE AN MtWKEW AVENUE. 30 fT.- EAST OF CENTERLINE OF MIWKEN AVENUE AND 20 FT. NORTH OF END OF I l I I i j ASPHALT BERM RETURN. i i I I a ! I 1 I I I I i � I � ELEVATION 1514.456 1 - I 11. - PROP SED-_WLY-T-2b .°x' 0.9 1 I 8% { I 1 i9 i 1 I I eN "" ,hXX XS=.0188 MHti� 16 1 I � ► � ` ` ESC 96 MWD �'OP OF PIPE p I 4 C.L x FINISHED SURFACE _ I _ NOTE: i mak# f i CONTRACTOR SHALL POTHOLE 96 WA LINE PRIOR TO I 1 1 1 � HORIZ. SCALE: 1 "=40' ; "� —�— X ) ! I ! TO CONSTRUCTION AND CALL MWD's INSPECTOR, JOE MI ONE M VERT. SCALE: 1 "=8' I I + — ` —` — — _ 1 _ i I VERIFY AT (909) 776-2664 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 w OIV w EXIST 42" RCP OUTLET Gj �j NOTE. FINAL SLOPES WITHIN J , DISTRICT RIGHT-OF-WAY SHALL BE GRADED NO MORE THAN 2H:i V RATIO. Q 5 i co 13 13 10 EXIST SERVICE ROAD � N 2 \ - 2A v +W ? E► MWD ESMT LINE 2C 8 Q U ►�U - W - -- D Q� 9 Z 7 R �'w _ 1 _ 2A W �� - _ TO BE CONSTRUCTED BY OTHERS LEGEND: (SEE C177 Of'R.C. DWG. NO. 184 7) RE–GRADE AND RE–ALIGN EX. DITCH TO 10' MIN.N WIDTH + -- -- - -- 4 4?4 -- -- -- -- 24'_ __ __ __ __ -- (SEE PLAN AND CROSS SECTION ON SHT 6 TO 8) `"� Ex Rf14' - = N - ------ -- --- 28+DO --- 589.34' "E29+00 30 00 - RE–GRADE AND RE–ALIGN DIRT SERVICE ROAD TO 16' MIN. WIDTH 4 (SEE PLAN AND CROSS SECTION ON SHT 6 TO 8) soup+ LINE NW �/4 sEcnoN so 1 ; CONSTRUCT 4" A.C. OVER 4" C.A.B. SEE DETAIL AND CROSS SECTIONS ON SHEET Q O r;. 40 PERMANENT ESM7: FROM MWD FEE E57NT '; / ,, � � CITY SAW CUT REMOVE EXIST. PAVEMENT AND REFER rn MND RIGHT OF WAY MAP 1606-20 R/�►' , NO. DESCRIPTION OF REVISION DATE: X I i RECONSTRUCT PER DETAIL Y / / FA CONSTRUCTION NOTES: CITY OF RANCHO CUCAMONGA Fil EXIST SUR MONUMENT y 'r t SURVEY ONU ENT SEE SHEET 1 FOR TYPE AND LOCATION ( ) 1 SAWCUT AND REMOVE EXISTING PAVEMENT W ' '�� ' STREET PLAN ADJUST WATER VALVE TO GRADE (CONTACT UTI. COMPANY PRIOR TO ANY WORK) ADJUST MWD MANHOLE TO GRADE (LABOR do MATERIALS BY MWD FORCES, COORD. WITH MWD (909) 776-2664) i 0 I BANYAN STREET WIDENING RELOCATE AIR VENT (CONTACT UTI. CO. PRIOR TO ANY WORK) ROCHESTER AVE. TO 2000' WEST REMOVE SIGNS a CONSTRUCT PAVEMENT 4" A.C. OVER 4" C.A.B. PER PLAN AND CROSS-SECTIONS N �, 6 CONSTRUCT CURB AND 24" GUTTER (A2-8) PER CITY STANDARD DWG. NO. 104 p APPROVED BY: DATE-,-211t1,-1C, Underground � � CITY ENGINEER (.�� (�_�u�k �'li�->o�� RCE: 24953 9 CONSTRUCT 6 SIDEWALK PER CITY STANDARD DWG. NO. 103 Service Alert � CURVE TABLE °�" RE "°ED GRADE TO CREATE SWALE PE DETAIL I RD-1 PLAN PREPARED BY: (.� Call: TOLL FREE CURVE LENGTH RADIUS TANGENT DELTA STA. STRT STA. END CUT AND GRADE EXIST. SLOPE (2:1 MAX.) AND COMPACT TO 90% MIN. COMPACTION °�"'N SHEET 1-800-422-4133 C1 39.80 676.00 19.90' 3'22'23" 29+00 29+39.80 CITY OF RANCHO CUCAMONGA 0� INSTALL STREET LIGHT 5800 LUMEN HPS (BY SCE) C2 82.72 1405.37 41.37' 3'22'21" 29+39.80 30+22.47 RD-1 RANCHOCUCAMO10500 CIVIC NERCA DRIVE 4 OF 8 TWO WORKING DAY'S BEFORE YOU DIG � INSTALL 6' CHAIN LINK FENCE PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT CHECKED �tAwn�c No SPEC. DRAWING NO. I. 1872 SCALE: 13+ 50 HOR.= 1"=20' VER. = 1'= 8' 10+00 1642 PROP. N.L Y EX. N.Y' 1642 1658 1658 RIWS.LY'Y + 1640 _ R/W CL SLY LINE OF R/W 1640 # I 14' 6' - N1/2 SEC 30 1638 1638 1656 1656 1638 T--------- 1638 E 'j 1 ' 1636 PROP. N.LY' X. .LY i, � � S.LY` 1636 1654 - - 1654 1636 , �\ 1636 2X �• R/yy R/WCL R/W _ 1634 _ 1634 1634 __ I 1652 '- -------=-- 1634 1632 /2 SEC 30 . 38.0 - 4 - SLY LINE OF ------- 1652 � _ `'�, �� 24' 22' --�------, � 6 � 1632 14' N1 - 1632 1632 - i 1650 - PROP. N.LY' S.LY 1650 _ 2:1 MAX 51L -'-~-- 1630 - -� .\ - 1630 1648 R/W C! R/W 1648 1630 '� 1.87x __ - _ 1630 _ 38.0 46.0' ' �` SLY LINE OF I - - - - 1628 �0'� 24' 22' 1628 1646 �6-{ N1/2 SEC 30 I 1646 1628 2' f 1628 ` - - _ � 1626 1644 i 1644 1626 m - 1626 1624 2:1 MAX 4�"k, 1.84X 1626 38.0' �,� 46.0' -120 --110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ^0 10 - 20 - 30 40 50 x '-----T 1624 1642 1642 1622 2 v 1622 1640 _ 24' 22' 1640 _ N 13+00 1638 1644 1644 16 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 20 20 16 ------ 1 -------- - - - - - - - - - S1. ---------- -_I'�` 1638 - - - 1636 00 1636 1642 PRORP/�.LY' EXR��Y � RIW 1642 15+ 50 � SLY LINE OF 1634 - - - - m - -- - 1634 1640 �� I 14' 6' N1/2 SEC 30 + 1640 1640 -------- I 1 - - 1640 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 1638 - - i ' I I i 1638 1638 1638 1636 - _ �� 38.0' 46.0' 1636 - _ - - - S.LY' 9+50 �' � - --- �'F PROP. N.LY EX. N.LY 1634 24' 22' 1634 1636 - 2% R/W R/W CL SLY UNE OF R/W 1636 1662 - 1662 - 3` _ 1634 14' 6' N1/2 SEC 30 1634 _ 1632 2:1 MRX 1 - y,• _-��-- 1632 �. --�-- _____ -___J ,' 32x 1632 �`--- .. :, i - � i 1632 1660 1660 1630 I I 1630 l - - �I L� 1658 - - - _ - - - - 1658 1628 2' M 1628 po 1630 _ �,� .__._.. _._ 38.0 - _. 46.0' 1630 -- .D - _ _ 1628 1628 1656 1656 24 22 1654 1654 1626120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 �0 10 20 30 40 501626 1 - 2. 1 MAX q5 - _-__--- --- 1626 626 % 1652 1652 12+ 50 1624 2 J N I 1624 1650 fX. N.LY S.LY 1644 N 1622 1622 PROP. N.LY' SLY 1650 1644 �.LY EXR��Y R to R/W R/W CL R/W / I SLY LINE OF /W 1620 - - 1620 1648 - I SLY LINE OF 1648 1642 l / C 30 1642 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 1646 I 14' 6' N1/2 SEC 30 i 1646 1640 ---- _ i 1640 5 0 14' 6 N1 2 IN 1 +0 1644 - r I ' 1644 1638 - - `\ - 38.0' 46.0' 1638 - - - 1642 f� 46.0 - \\ \` --- --- 1 1640 - - - - - _ 1640 1642 1636 - ` _ �' 636 ` 24 22 24' 22' 1638 R Y' fk N. yr 1638 1640 1640 1634 1634 • -----� 9 �ys1 _ `-- ---------------- W W 2:1 MAX x �6 Zs2x ----------- -r` - 1636 R/ R/ CL SLY LINE OF R/W 1636 - ---3x ---- ---- 2� 1632 ' ---- - -r-^- ------------_1 - 1638 1632 I 14' 6' N1/2 SEC 30 1638 _ _ 1636 °' 1636 1630 - 1630 1634 I 1634 o6 04 1634 1634 1628 - co - 1628 1632 �� `� 38.0' 46.0' 1 1632 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 �0 10 20 30 40 50 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 �0 10 20 30 40 50 1630 24• 22• 1630 1628 1628 + 12+00 2:1 MAX x2x .27 � � ---�--- ------ 1668 - 1668 1646 - - - ------------ 1626 - - - - N.LY' - _ EX N7.LY 1646 1626 - - - - S L Y- �•I o 1666 - 1666 1644 R/W R/W CL RIW 1644 1624 1624 SLY LINE OF I4 N 1664 _ 1664 1642 N1/2 SEC 30 1642 1622 - 1622 14' 6' 1662 - 1662 1640 �\ I I 1640 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 -, - 46.0' 1660 1660 1638 ,� 1638 \ -- --- --- 24' 22' 1658 _ 1658 1636 1636 14+50 1656 `�\ 1656 1634 - 2:1 MAX S °�\ 2.73X ---- ----- -- 1634 1640 1640 1654 1654 1632 2'j `c' 1632 16' MIN Tl'P PROP. N.LY X. N. S.LY E Y M 1638 �aP R/W W CL R/y� 1638 1652 1652 1630 cn 1630 1636 ----�-- -------- -_ RI 6' N / SEC F I 1636 L Y LIN 1650 PROP. N.LY EX. N.LY S.LY' 1650 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 ( 1634 14' 1 2 1648 R/W R/W CL SLY LINE OF R/W 1648 11 +50 1634 / i, I , 1632 38.0 46.0 1646 I 14' 6' N1/2 SEC 30 I 1646 '� 1632 1648 1648 --- �rr �` N.LY - EX. N.LY S.LY 1630 10' MIN TYP. - . _ i I 24' 22' 1630 1644 38.0 ,; 46.0' _... _� 1644 1646 - R/W CL SLY UNE OF R/W 1646 1628 2:1 MAX 5X q1}9 ------------�._------ --- 1628 R/W 1642 1642 1644 ----------- f I 14' 6' N1/2 SEC 30 I 1644 _ 24' 22. ------ 2�I I M1626 1640 lbs 1640 1642 - - 1642 1624 _ l f 1624 � 1.31X --=-------- \ i I -�__ -------- 1640 ,' � _. 38.0' i,� 46.0' J 1640 to 1638 ------- 1638 _ 1622 - - - - - - 1622 1638 \- --- - - 24' 22' 1638 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 1636 v 1636 ' 1634 _ 1634 1636 ----'� _ _ 2:1 MAX x � ' ��- 1636 14+00 1634 1634 1642 1642 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 2' .n '� EX. N.1632 - _ - - � - 1632 1640 PROP. N. S.LY 1640 . � R/W R/W � R/W 1630120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ^0 10 20 30 40 5016 1638 ------ I 14� 6, SLY LANE OF 1638 8+ 50 1636 -__-_ __ -----____ ' I Ni/2 SEC 3D � 1636 1634 I- 38.0' 46.0' 1634 1680 . 1680 1632 24' 22' 1632 1678 1678 11 +00 1630 2.1 MAX a61 ' ---"--- 1630 _ �.oex 1676 1676 1650 _ 1650 1628 , --------- 1628 1674 - - 1674 1648 �--�6' MIN TYP� N.LY S.LY 1648 1626 - 2�I) � 1626 04 1672 .\ 1672 1646 L----------------------- R/W GL R/W 1646 `° 1624 1624 1670 1670 1644 - \\� - I 1644 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 1668 1668 1642 - -6 �, - ' 1642 1666 '. 1666 1640 - 24' 1� 22' 1640 1664 1664 1638 --_ M, ' 1638 � - 2:1 MAX 5x ----� �. 1662 \ 1662 1636 46 -- -- 1636 1660 1660 1634 2' M 1634 CITY 1658 1658 1632 1632 NO. DESCRIPTION OF REVISION DATE: 1656 �� 1656 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 CITY OF RANCHO CUCAMONGA 1654 1654 10+ 50 1652 1652 CROSS SECTIONS 1652 1652 1650 1650 - - `� 1650 _ - 1650 1648 1648 1648 - PROP. N.LY' S.LY' 1648 BANYAN STREET WIDENING -------------------- R/W EX. N.CY CL R/W 1646 1646 1644 \•� 1644 1646 � `. I - R/W I SLY LINE OF � 1646 ROCHESTER AVE. TO 2000' WEST 1644 \-'- _ I 14' J 6 N1/2 SEC 30 1644 1642 1642 I c 1642 _ 1642 1640 > 21X ---- 1640 38' 46.0' __ _ APPROVED BY: � - - DATE: Z 1638 -�1 �--- --------- -I � 1638 1640 ��__ _ 24' 22' 1640 CITY ENGINEER RCE: 24953 1636 , M 1636 1638 2:1 MAX 5x S�3 .967E _ __ 1638 __ _---- DE5K1H RECOMMENDED 1634 1634 1636 2�� N ------- 1636 -120 -110 -100 -90 -80 -70 -60 -50 -ao -30 -20 -10 0 10 20 30 40 50 1634 M 1634 RD-1 PLAN PREPARED BY: ro DRAWN SHEET 1632 1632 CITY OF RANCHO CUCAMONGA G 8 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 RD-1 10500 CIVIC CENTER DRIVE 6 of 8 RANCHO CUCAMONGA,CA 91730 CHECKED DR&WtNG NO. CH 1872 SCALE: HOR.= 1 "=20' VER. = 1"= 8' 19+00 1636 1636 1634PROP. N.LY EX. N.LY S.LY 1634 1632 ---- 14 R/W R/W CL SLY LINE OF R/W 1632 1630 — -----�-- --- ------ I 14' 6' I N1/2 SEC 30 I 1630 1628 1 1628 1626 38.0' - 46.0' - - t 1626 22+00 1624 I 0,J 24' 22' 1624 1632 1632 L-1 _ 2:1 MAX ��` ;`---- PROP. N. S.LY 1622 1622 1630 E R W -L 1630 1.71;x -------------��-1--_-- 1620 _ - 1620 1628 �� R/W /W GL SLY LINE OF R W 2' 1 { 14 I 6' I~N1/2 SEC 30 I 1628 --------------- 1618 1618 1626 - - _ ' i , 1626 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 1624 -- - 38.0 46.0' -- - 1624 18+ 50 1622 - - - - 24' 22' 1622 1620 2:1 MAX a.' - --_-- 1620 1636 1636 - - - _1.62x �`------- 1618 - ------------ 1618 1634 PROP. N.LY' EX. N.LY S.LY 1634 2• � 1632 _------- - �0 RIW R/W CL SLY UNE OF R/W 1632 1616 1616 _. 1614 _ � 1614 1630 I 14' 6' N1/2 SEC 30 I 1630 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 1628 - I 38.0' I 46.0' i ,628 21 +50 1626 � � ,626 Ll , 24' 22' 1632 - 1632 1624 '—10 1624 - PROP. N.LY EX. N.LY Sly 2:1 MAX X 1630 - 1622 '�' t. 1622 W 1630 R/W R INE OF R/W - ------------------- 1628 �'^, L SLY L 1620 -�___--- R�� I 14' 6' �N1/2 SEC 30 - 1628 2' 1620 - - oo 1626 `-------------- -� 1 1618 - 1618 - - - 'I 1626 I -- 1 m 1624 - _ � �_ ,- -- 38.0 .._.._ .__. -� - ... - 46.Q' ._- _ -- ._ ..__-1 . 1624 __� F� 1616 1616 - -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 1622 24' 22' 1622 18+00 1620 - - 2:1 MAX vi1' ------�------- 1620 ------------- r�-- 1638 1638 1618 2'—] 1618 1636 - - 1636 1616 --- - - - - cNi1 - _ 1616 so 1634 _ - - 16' MIN. TYR PROP. N.LY EX. N.L.Y S:LY 1634 1614 - _. - - _ - _ 1614 ___�------ -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 1632 - S�� R/W RI W CL SLY LINE OF R/W 1632 1630 \ - - ,� 14' j 6' N112 SEC 30 I 1630 1628 I I 21 +00 .. ,` ,628 38.0' - 46.0' _ 1634 1626 �J _ 24' 22' 1626 _ � - 1634 1624 10' MIN. TYP. 1624 1632 PROP. N.LY £X. N. S.LY' 1632 2:1 MAX 4'� 3x ---------- --=------� 1630 - - - R/W R/W SLY LINE OF R}W 1630 1622 I 1622 1628 �� I I 14' S' N1/2 SEC 30 I 1628 1620 2�1 N 1620 N 1626 \ I 1626 1618 - m 16,8 '------- ---, �� _ 0' 1624 - �`�_- -= 38.0' 46. 1624 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 24' 22' 1622 1622 1620 2: 1 MAX 9# A64x -----�__ 1620 17+ 50 1618 2' 1618 1638 - - - 1638 1616 co 1616 1636 1636 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 1634 _------ ---_-.-_� ,4 PROP. N.LY EX. N.LY - S.LY 1634 20+ 50 RIW R/W CL R/W - - - - 1632 \ ---- I SLY LINE OF 1632 1634 1634 I--- 14' 6' N1/2 SEC 30 I - - - - EX. N. _ 1630 �, i 1630 1632 - PROP. N.LY S.LY 1632 1628 1630 { - _ R/W R/W CL SLY LINE OF R/W 1630 1628 - - i' I- 1- 'ti 38.0' 46.0' -- 'P I 14' _15_I N1/2 SEC 30 1626 1626 1628 - i , 1628 10' MIN. TYR 24' 22' ( I i 1624 �. 1626 38.0' 46.0' 1 1626 2:1 MAX % 41 2.92x -----------_ 1624 ` _ - _ - --__--_-_----T-- J 1622 - 1622 1624 24' 22' 1624 1620 2' ^ 1620 1622 �0'-J 33 _ 1622 2: 1 MAX % `t-sic _ 1618 1618 1620 ------------� 1620 618 - - - 2 '° 16,8 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 0 0 17+00 1616 - ( � 1616 1638 1638 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 1636 1636 20+00 16 MIN TYP. PROP. N.LY EX N.LIr S.LY 1634 1634 1634 �---_---------- ----=---� - 2% TYP. _��1---- R/W R/W CL R/W 1634 _ EX. N.LY - _ SLY LINE OF 1632 PROP. N.LY S.LY 1632 1632 ( 14' 6' N1/2 SEC 30 I 1632 R/W R/W CL RIW 1630 �\� � . I I i 1630 1630 ---__- ��,\A4AX I14, 6, SLY UNE OFN1/2 SEC 30 1 ,s3o 1628 38.0' 46.0' � 1628 1628 ,628 10' M1N TYP. - ,1626 24' 22' 1626 1626 --- 38.0' 46.0' _ 1626 1624 24' 22' 1624 1624 2:1 MAX 7G 111 2-24X 1624 ------------- 1622 0' 16221622 I 1622 2:t % do ,•6,x ---___ NO. DESCRIPTION OF REVISION DATE: � 2' °° 1620 _ ---------- 1s2o 1620 N 1620 N 2' � ,6,6 ,6,6 1618 N 1618 CITY OF RANCHO CUCAMONGA -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 1616 � 1616 16+ 50 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 19+ 50 CROSS SECTIONS ,638 - - 1638 BANYAN S G 1636 1636 1634 PROP. N.LY EX. N.LY S.LY 1634 IN 2� 630 PROP. N.LY EX. N.LY S.LY 1634 --------------------- R W 1634 1632 16 MIN TYR R/W R/W CL R/W 1632 g SLY LINE of ROCHESTER AVE. TO 2000 WEST --------R/W i 14 CL 6' SLY UNE OF - R/W 1630 ----- __-- 2% TYP. �6 14' 6' N1/2 SEC 30 I 1630 1632 � Ni/2 SEC 30 I 1632 1630 / 1 c I i 1 1630 1628 - - , ► 1628 -- t I 1628 II �� ,\y 38.0' 46.0' - I 1628 1626 _ - . 38.0' ��f 46.0' - 1626 J -_-- 24' 22' APPROVED E G NEER RCE: 24953 � 1626 24' 22' 1626 1624 10' MIN TYR �� 1624 _ 1622 2'1 MAX TYP. % NIP 1622 DESIGN � 1624 2:1 MAX x Z},� ---------�-- 1624 ----- +, -----`----_� — RD-1 PLAN PREPARED BY: 6R� 1622 2'-J 1622 1620 2 1620 1620 1620 1618 t6,8 CrrY OF RANCHO CUCAMONGA SttEl:7 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 00 10 20 30 40 50 1616 1616 RD-1 10500 CIVIC CENTER DRIVE 7 OF 8 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 RANCHO CUCAMONGA,CA 91730 - - - CHECKED DRAWING N0. - - CH 1872 SCALE: HOR.= 1"=20' VER. = 1"= 8' 30+00 1628 1628 25+00 1626 1626 1624 -------------- 1624 1632 - 1632 27+ 5O PROP. N.LY EX. N.LY S.LY 1622 1630 1630 1634 _ - _ - - 1634 ' /2LINE F ' R/W R� CL _ R/W 1620 1 14' 6' 1620 1628 _ PROP. N.LY EX. N. S.LY 1628 1632 - 1632 �' I i N1 1626 ��\ 16' MIN TYP. R/W R/W CL SLY LINE OF R/W 1626 _ _ _ _ - _ 1618 _ I , 1618 `• 2y, TYP. q� I f4' 6' N1/2 SEC 30 I 1630 --- _ 1630 1616 - I� 38.0 46.0' 1616 1624 -- -� i ( i 1624 1628 _ _ 1628 1614 ,' _ - - 2Y' ` -_ 1614 ,622 --- � � 1622 - 38.0 , 46.0 _� 1626 EX. N.LY 1626 1620 24' 22 1620 1624 PROP.R 'LY R1W CL R.LY/ 1612 �� -------- -- 1612 �.__ 1.86X SLY LINE OF / 1624 1610 - - 1610 1618 10' MIN TYP. - - 1618 1622 I 14' 6' N1/2 SEC 30 I - 2:1 MAX TYP. X -f 63X -----------__ I 1622 1608 1608 1616 ----------- -� 1616 1620 1620 i 1614 2' n _ 1614 1618 ---__ - _ �_ 38.o' I 46.0' - 1618 1606 Z m 1606 1604 1604 1612 - - i0 1612 1616 - 24' 22' ,616 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 2.r MAX 5X ;�. ------------_ 29+00 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 1614 ',1 as r- 1614 24+ 50 ,612 2.� 1612 1630 1630 1632 - _ - - - 1632 1610 1610 1628 1628 1630 - 1630 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 1626 - 1626 1628 . - - PROP. N.LY EX N_LY - S.LY' 1628 27+ 00 1624 ----------------- PROP. SlY 1624 IW 1626 - 1% R I CL SLY UNE OF R� 1626 1634 -. __ _ _ -_ - -. -- 1634 1622 /�N,.LY R/W CL SLY LINE OF R/W 1622 I 14' 6' Nt/2 SEC 30 - - - I 14' 6' N112 SEC 30 2�R �" � 1624 . 1624 I 1632 1620 / 1620 i I 1632 _. _ ' ------_ 1622 - 1622 --- � . _ : 38.0' 46.0' _ � 1630 _ _. -_ _ _ _ - _ _ _ - _ - 1630 1618 _ , - 0, I � 1618 46.0' _1 1620 - 24' 22' 1620 1628 1628 1616 1616 _- 1618 2: 1 MAX 6� 1618 1626 - - PROP. N.LY - - _ S.LY 1626 1614 ` - 1614 EX N LY' 24 22' te�tX - ---- - R/W R��' CL Y LINE OF R/W 2:1 MAX % _ _ ------------ 1616 6, N ,616 1624 14' N112 SEC 30 I 1624 1612 ---------- - -- - 1612 `, 1614 2� co 1614 1622 - ' _ 1622 1610 2' M 1610 1612 _ - _ _ _ 1612 1620 - - - 38.0' 46.0' -� 1620 1608 - 1608 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 - -�- 1618 - 24' 22' 1618 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 1616 2.-1 MAX 57c- 24+00 ,6,6 28+50 1614 -----------r! 1614 2'� _- ,630 1630 1630 1630 1612 1612 PROP. N.LY' EX. -N.LY _ _. _ - S.LY - - _ 1628 1628 1628 R/W R/W � R/W 1628 1610 _ m 1610 I SLY LINE OF - 1626 � 14' 6' N1/2 SEC 30 I 1626 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 1626 E 1626 1624 ----__ - I 1624 1624 PROP. N.LY 1624 ' R/W R/W Y CL R/W 1622 - - `�� 38.0' I 46.0' 1622 26+ 50 1622 I 14' 6' /2LS C 0 I 1622 1620 ---- .__ 24' 22' 1620 1636 1636 1620 -- i - i 1620 i II 1618 - 2:1 MAX 1� `, 04X ---- ---- ---- 1618 1634 _ 1634 1618 � 38.0 � 46.0' 1 1618 1616 1616 1632 1632 1616 24' 22' 1616 2• 1614 0 1614 1630 _- _. - - - -- _ - - 1630 1614 2:1 MAX X 'r�\ �__ 1614 1612 �0 1612 1628 .\ 1628 1.86 1612 I \ 1612 2 -120 -110 - - - - - - - - PROP. N.LY EX. N.LY - S.LY -100 90 80 70 60 50 40 30 20 10 0 f0 20 30 40 50 1626 - - _ _ R W INE OF / 1626 1610 1610 R/W / CL R W 2�.+ 50 1624 ---- >> I 14' 6' N]/2SLY L EG 0 - I 1624 1608 1608 1632 - 1632 1622 ' 1622 ,s -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0 10 20 30 40 50 i 06 16 1630 EX. N.LY' 1630 1620 _ - �, 38.0' I_ 46.0' _i 1620 28+00 PROP. N.LY* S.L Y 1628 .\ R/W R/W }--- SLY UNE OF R/W 1628 1618 24' 22' 1618 14' 6' I N1/2 SEC 30 ( 1626 1616 2:i MAX. TYP. x e� --- _ _ 1616 1632 1632 1626 - I ----- 1624 ----� ` ` i I I 1624 1614 I y o �J 1614 1630 1630 00 1622 �� 38.0' y 46.0' - 1622 1612 2' t 1612 1628 ------ 1628 1620 24' 22' 1620 1610 - - 1610 1626 `----- PR Y X - 1626 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 OP. N.L EX. N LY S.LY' 1618 - 2:1 MAX 7G �� .2.07X _-------------- 1618 ,r 1624 R/W R/W CL SLY LINE OF R/W 1624 ' � 26+00 1622 14' 6' Nl 2 SEC 30 1622 16,6 _ 2-� � 16,6 i / I - _ _ 1636 - - - _ _ - 1636 1620 1614 r 1614 - - 1620 ,0 1634 _ 1634 .- 38.0' 46.0' - 1618 1612 _ _ 1612 _ 1618 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 1632 - - - - 1632 1616 24' 22' 1616 23+00 1630 . \ 1630 1614 _- 2:1 MAX J ` X y� ---- --- 1614 1628 1628 1632 1632 PROP. N.LY EX. N.LY S.LY 1612 2' 1612 1626 R/W R/W CL R/yy 1626 1610 - ri 1610 1630 1630 SLY LINE OF 30 PROP. N.LY` R/W Y CL R.LY 1624 ,�3� I 14' 6 N1/2 1 1624 1608 - 1608 1628 ,6 / SLY LINE OF 1628 `\`'� _ i -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 1626 -- 14' 6' Nl/2 SEC 30 1626 1622 I I 1622 - 1620 t= 38.0' _,_ 46.0' - 1620 1624 - .\� ( I 1624 - ---•, 1622 _ �� 38.0' � 46.0' _1 1622 1618 - 24' 22' 1618 24' 22' 1616 2: 1 MAX X `' 1.88'X- ---------- -�-- --- 1616 1620 / � ---- 1620 1618 2:1 MAX J X a� 3X ------------ ---- - _ 1618 1614 - _ 2? 1614 1616 2 it 1616 1612 1612 NO. DESCRIPTION OF REVISION DATE: cxnr o0 1610 1610 1614 1614 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 ClW OF RANCHO 1612120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 501612 25+ 50 UCAMONGA 22+ 50 1632 1632 CROSS SECTIONS - 1630 - - - 1630 1632 1632 BANYAN STREET WIDENING 1630 PROP. N.LY EX. N.LY S.tY 1630 1628 � ,.\ _ PROP. N.LY EX. N.LY S.LY 1628 ROCHESTER AVE. TO 2000' WEST 16 MIN. TYP. R/W R/W CL RIW 1626 R/W R/W CL R/W 1626 1628 k SLY LINE OF 1628 SLY UNE OF 6 I 14' 6' �Ni/2 SEC 30 I 1624 - - 15� I 14' 6' N1/2 SEC 30 I 1624 1626 _ - I i 1626 - 1624 1622 ---- ` ` 1624 1622 Z 3 38.0' . � 46.0 _� � �.. 38.0 46.0 _� -- -_ 1620 - h 1620 APPROVED BY: � DATE: 1622 - 1622 -- CITY ENGINEER I l/ BGG' RCE: 24953 ` 24' 22' 24' 22' 1620 1620 1618 1 1618 DESKM ROCO�A DIDED 10' MIN. TYP. 2 1 MAX Q4� 1 _------------- 1616 2: 1 MAX !G ti°-, 1.67X n --- 16,6 DR ,ste ------------- ts,e ------------f RD-1 PLAN PREPARED BY: " 1616 2� n 1616 1614 2�.I _ 1614 D�� «� 00 CITY OF RANCHO CUCAMONGA p Q 1614 '0 1614 1612 - 1612 RD-1 10500 CIVIC CENTER DRIVE 8 OF 8 � RANCHO CUCAMONQA,CA 91730 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 161-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 501610 CHECKED DRAWING �' CH 1872