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HomeMy WebLinkAbout1513 B.M. 10036 ELEV. 1206.635 FD I" ROUND HEAD BOLT iN CONC. CURB STAMPED "SB CO. BM 0114° ON SOUTHERLY SIDE OF FOOTHILL BLVD. 400' WEST OF ROCHESTER AVE. IWEST OF DRIVEWAY. CONSTRUC, TION Ploo- ANS FOR 3 FROM ARROW ROUTE TO FOOTHILL BOU L. EVARD CITY OF RANCHO CUCAMONGA GENERAL NOTES I. All work shall conform to the Cit of Rancho Cucamonga Standard Drawings and the CONSTRUCTION NOTES: Y 9 9 Standard Specifications for Public Works Construction, (Green Book), 1991 Edition with the 1992 and 1993 supplements. la-- REMOVE a DISPOSE OF EXISTING VEGETATION. 2. Public andP rivate utilities and substructures shown hereon arefrom available records. The 2Q-- RELOCATE. Contractor shall be responsible for protecting all utilities and substructures as shown within RELOCATED BY OTHERS. the construction limits of this project and shall be responsible for any damage as a result of FOOTHILL BLVD. 4o-- ADJUST TO GRADE. operations.the construction 66 5�— SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the followingVI �Cr"HALL a @6 ­ 0.42' A. C. PAVEMENT (0.14' TYPE C - 2 FINISHED COURSE OVER utilities two working days prior to construction or regarding any problems. Project W 0.28 TYPE B. BASE A.C. COURSE) OVER 0. 58 C.A.B. CENTER DR. Limits a 7�— CONSTRUCT P.C.C. CORNER SIDEWALK PER CITY STD. 103 . Southern California Edison Co. (909) 989-5861 SPORTS Southern California Gas Co. (909) 335-7712 ARROW COMPLEX ROUTE 8 CONSTRUCT P. C.C. HANDICAPPED DUAL ACCESS RAMPS PER CITY STD. 102 . General Telephone Co. (800) 422-4132I�— CONSTRUCT TYPE A2 - 8 P. C. C. CURB AND GUTTER PER CiTY STD. 104. Cucamonga County Water District (909)987-2591 W STREET LIGHTS 9500 LUMEN HPSV TO BE INSTALLED BY SO. CAL. EDISON. Metropolitan Water District - ED ALVES (909)392-2437 10 CONTRACTOR TO INSTALL CONDUIT, PULL BOXES , ETC. PER S.C.E. PLANS. Simmons Cable. (909) 987-7122 > JERSEY BLVD. U II CONSTRUCT P.C.C. BUS BAY PER CITY STD. 119. a it 12 CONSTRUCT TYPE DI -8 A. C. BERM PER CITY STD. 104. 4 For Inspection of this project,11he Contractor shall contact the Public Works Section at 989- RR TRACK 13 GRADE TO MATCH EXISTING GROUND AT R/W. 15 1862 Ext 2341 two working days prior to the required date. 14 COLD PLANE (0.10' MIN. ) THEN OVERLAY. 5. A permit shall be obtained from the City of Rancho Cucamonga and Cal Trans, �— CONSTRUCT C a G PER CALTRANS STD. A87 TYPE A2-8. prior to any construction or encroachment within any City of Rancho Cucamonga and Cal Trans a 16 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. NSP A88, CASE A. easement Or right-of-way. 0 17 CONSTRUCT MEDIAN CURB TYPE Al - 8 PER CITY STD. 104. 6. The Contractor shall notify the San Bernardino Sheriff's Department, The City of Rancho 6TH STREET 3 18 CONSTRUCT MEDIAN FLARE PER CITY STD. 109. L= 45', W-3', R= 0.5' a 6 7' 35' 41 Cucamonga Fire Department and any affected school district,72 hours prior to construction z Z 19 CONSTRUCT MEDIAN TAPER PER CITY STD. 108. L = 120', W = 20'. indicating any detour and/or road closures. Q x �— INSTALL 4" DIA. (SCHED 40) PVC PIPE THRU MEDIAN CURB FOR DRAINAGE. PLACE 20 O. C. 7. Traffic signs, stripes and legends shall be per Caltrans Traffic Sign Specifications, Standard S ecifications Traffic Manual and Maintenance Manual. P , , Q 8. Contractor shah have a 'lass A" Contractors License. 4TH STREET BASiS OF BEARINGS: NOTE: ALL ASPHALT CONCRETE (A.C.) ELEVATIONS SHOWN ON THESE PLANS ARE FINISHED ULTIMATE DESIGN Bearings shown hereon are based on the centerline of Milliken Avenue being N 0° 32' 10" E, ELEVATIONS. per map recorded in book 168, pages 26 through 37 inclusive of Record of Surveys in the office of county Recorder of San Bernardino County, California. 10 FOR INTERIM DESIGN A.C. ELEVATIONS REFER TO VICINITY MAP THE VARIOUS CROSS -SECTIONS ATTACHED TO THESE PLANS. STRIPING GENERAL NOTES NOT TO SCALE I. All conflicting striping shall be removed by sandblasting. 2- All existing signs to be reused when salvageable, except when noted otherwise. SHEET INDEX © NOTE ADDED T- 6-94 _ I TITLE Zl�s T T Caltrans General Notes added to plans. 6-2-?4 CONSTRUCTION SURVEY NOTE :. 2 a 3 ARROW ROUTE CITY DESCRIPTION OF REVISION DATE APPROVED A slight elevation discrepancy exists between the street survey and the storm drain 4l5 a6 MILLIKEN AVENUE survey. As a result, storm drain construction should be based on the elevations CITY OF RANCHO CUCAMONGA shown on the storm drain plans except for the tops of catch basins. Likewise, 7 FOOTHILL BLVD. street improvement elevations should be based on the street improvement plans. TITLE SHEET 8 FOOTHILL BLVD. (TRAFFIC SIGNAL) � GENERAL NOTES - CALTRANS 9 ARROW ROUTE (TRAFFIC SIGNAL) LEGEND: MILLIKEN AVENUE EXTENSION 10 TRAFFIC SIGNAL DETAIL SHEET 5" A.c. OVER 7" C. A. 13. FROM ARROW ROUTE TO FOOTHILL BLVD. Refer to sheet 2 of 19 for Caltrans General Notes. II ARROW ROUTE (SIGNING a STRIPING) P C.C. APPROVED BY: DATE: CITY ENGINEE RC.E NO. 24953 12 a 13 MILLIKEN AVE (SIGNING Sk STRIPING) COLD PLANE THEN OVERLAY DESIGN RECOMMENDED 14 MILLJKEN AVE / FOOTHILL BLVD. (SIGNING � STRIPING) KF PLANS PREPARE BY: CITY OF RANCHO CUCAMONGA CENTER DR 15 STORM DRAIN TiTLE SHEET 16 STORM DRAIN DETAIL SHEET DRAW MA RANCHO CIUCAMONGA, CAIV91729 SHEET OF IT,IS a 19 ARROW ROUTE STORM DRAIN CHECKED R.C.E. NO DRAWIPJG NO J M DATE FILE NO / SHEET I OF 19 54.98' ( - 5 4.98 - 1 Cr c3 v it W Iti W 0 IQ it' 0 0Ix U hV qt CD c. 10 M 0 �- qf 0 co m W + PROPOSED E.P. GRADE W + co + = os m = = N 47 ' N/0 = t = t0 Existing E.P. Profile �,_ 0.50° 1164 — .- - .._. .` _..-- - - - - - - - - _... - - - - -- -• •- -- -.— _ ..� .- -.— —. - -.--. - - -._ - - - - � — p � —� 1 _ = 1165 0 4 4 4 4 I 14, •� _14a p 1164 0.25 % V �j 4 4 1163 — 115' (V (H F.: cv - 0.93% transition PROPOSED E.P. GRADE a ago, W iv 0 . OD36 N/OCD �p � � � 'tNORTH � �1' a' � IQ W + R/W 50, "' — N 36' 4' 10' 25' I I' 5 \� 2.00% � �� — E.P -7r- VAR IES / 6 o0 / MO m STA 16+00 to STA 19+03 + + N Existing � Profile � 1165 — — — — 1164 — .- - - - -•— - -- -.— .—..- --.- - - - -•- - - —•- --.. - -•- - --- -•- - - - -...._ - - - --- -- _• — 1165 1164 TYPICAL CROSS SECTIONS PROPOSED SOUTH LIMIT OF H OR IZ. 1 'I = 10' NEW A.C. PAVEMENT VERT. I" = 2' 1 f ! f 1 I 1 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 PROFILE Q HORIZ. 1"=40' NOTE: ALL ASPHALT CONGRETE (A.C) VERT. I"=4 4 ELEVATIONS SHOWN ON THESE N ' LEGEND: o ° o� PLANS ARE FINISHED ULTIMATE z a 4 = SEE SHEET 4 DESIGN ELEVATIONS. u ILI 2 �� �� 2 W I t 8 FOR INTERIM DESIGN A. C. m 5 A.C. OVER 7 C. A. B. C _ �' y w w I I I I N cm ELEVATIONS REFER TO THE W �W ` a z a I M a ~ 3 / 7VARIOUS CROSS - SECTIONS v _ P. C. C. m N _J ; y O 3 / - Y ATTACHED TO THESE PLANS. LO 2 w > �a a 3 CD _ zzz � z - I � O I I � J ____—•� �-Riw 13 I I 7 DRAINAGE SWALE MUST BE REGRADED v TO DRAIN FLOWS INTO EXISTING CHANNEL TO NORTH -- ----- ---- �- - =- - -- - o ��� � � �2 -- RELOCATE S - - - 6 \�\ 5 M 4�- ADJUST TO GRADE. ` — 36"6 _ 8'` - - -- --- - ---- - - -- 4.. -- - - - --M -- 8..� - 36 a v �-- SAWCUT AND REMOVE EXIST. A.C. PVMT. 5 —' . —� - C. PAVEMENT ( 0 14' TYPE C-2 I 13 14 — 5 16 N89° 27' 50��E 17 18 5 { _ ____ _� __- __ __ _ _ V) FINISHED COURSE OVER 0.28 TYPE B T I ARROW ROUT T W BASE A.C. COURSE ) OVER 058' C.A.B. — IW1Wa w w 7a-- CONSTRUCT PC.C. CORNER SIDEWALK PER CITY STD 103. -_ ii==FF CONSTRUCT PC.C. HANDICAPPED DUAL L3 � ACCESS RAMPS PER CITY STD 102. ;; `' 13 GRADE TO MATCH EXIST. GROUND AT R/W. 01 9 S2W II v z � 1 I 2 x z a II _ i w m o °° aw 11 T W � "'r0 0 6J > J ' II II m z > a m w �> > ® ELEVATIONS CHANGES AND NOTE ADDED 7-6-94 YA,8' o > =z a= F = a s ~ m Lk: >x oam� a= mm m m m � a� '� �'�> a a 3a w>da > 2 as a MILLIKEN AVENUE a a © Caltrans General Notes added to plans. 6-2-94 ,(x' /2\ GENERAL NOTES — CALTRANS CITY DESCRIPTION OF REVISION DATE APPROVED. a. An encroachment permit is required before any work may e. ALL State drainage structures/channels must first be i. All signing, striping and pavement markings shall be in conformance begin in or near the State right-of- way. completely cleaned of debris and/or silt by the contractor with the current edition of the Traffic Manual , published by the CITY OF RANCHO CUCAMONGA prior to making the connection. State of California, Department of Transportation, and the b. All work within the State right-of-way shall conform to Special Provisions. All pavement markings shall be thermoplastic the latest State Standard Plans & Specifications or as f. The contractor shall be responsible for ensuring that any State unless otherwise noted on the plans. PLAN S PROFILE directed by the State's representative ( Standards other drainage facility which is connected to or directly affected by than State Standards must be pre-approved and justified). the contractor's operation shall be clean and operational j The exact location of all signs shall be determined in the field M I LLI K E N AVENUE EXTENSION prior to final acceptance of the permit work by the State. by the States representative. ARROW ROUTE C. No equipment or materials may be stored on the State Adequate clean-outs and access openings shall be provide in any CURVE DATA right-of-way. construction within the State's right-of-way for future main- k. All conflicting striping and pavement markings not shown on O R L T FROM STA. 12 + 00 TO 21 + 00 tenance and repair work as needed. This work shall be the plans shall be removed from the pavement by sandblasting d. The structural .section shown within the State right-of-way furnished at no cost to the State. by the contractor. Y 90°00'00" 35.00' 54.98' 35.00 APPROVED BY: DATE: y�'3 is for estimating purposes only. The actual section C(,� � WILL BE designed by a Soil Engineer after native g. Where survey monuments exist, such monuments shall be I. All conflicting signs shall be either removed or relocated by the Z 90oDD 00 35.00 54.98 35.00 CITY ENGINEER RC.ENO. 24953 soil testing has been completed . A tro ff ric indexerotected or shall be referenced and reset persuont to contractor. Relocatable signs shall be installed as specified on the DESIGN RECOMMENDED (T I ) of 11 shall be used in the design of the travelled Business and Professional Code , Sections 8700 to plans or as determined in the field by the States representative. KF PLANS PREPARED BY: way, and a TI of 7 shall be used in the shoulder design. 8805 ( Land Survey 's Act ). CITY OF RANCHO CUCAMONGA DRAWN SHEET The laboratory reports and the design calculations shall m. All signs, roadside markers, electroliers, etc., shall be protected 10500 CIVIC CENTER DRIVE be submitted to the State's representative for approval h. The pavement shall be sawcut 2 ' minimun from the edge and / or replaced in-kind according to the current State MA RANCHO CUCAMONGA, CA 91T29 2 OF 7 prior to construction of the structural section. o f pavement. The sow- cuts must be perpendicular ndic u lar Standard Plans and the current Traffic Manual, at no cost CHECKED DRAWI c NO. p p p to the State. R.C.E. NO or parallel to the State highway centerline. J M DATE FILE NO SHEET 2 OF 19 N�WH 50' 5` 16 13 6 28 0' transition T, 2.000/40 --� E.P 1164— — �,� 5 Existing E.P Profite - - - - STA 23+80 to STA 2T+00 � O _ _ 0.93 % 160 — 1160 t0 + Np — 1159 OD N ip + PROPOSED E.P. GRADE 0 N 21 ' N/O �- + NORTH t0 R/W N 61' VARIES 16' 51 to 31' 5 2.0 VE.P ARIES � � i 13 , � � 6 4165— 1164 — •- - - --•- _ - STA 21+00 to STA 23+80 — - - — —•-- — 9 Existin Profite TYPICAL CROSS SECTIONS - - -•-- - _ — HORIZ . 1 = 10, 1160 — 1159 VERT. 1 = 2 21 +00 22+00 23+00 24+00 25+-00 26+00 27+00 28+00 29+00 30+00 PROF I L E HORI Z. 1"= ' VERT. 1" _4 2 0 A y _n C w C F- O Q w g W + 0 Z O <0 C J N ~ y y 2 m ,+ o U C 2 M a N N � O a O + - -bFTATfNW_ SWALE MUDRAINAGE SWALE ST BE REGRADED TO DRAIN FLOWS INTO EXISTING CHANNEL TO NOR1 FT' �� © d - - -- - - a -- --- - -- 6 = - - EXIST. E.P.= _ __= _=- -_ --_____ _=_== - - 2 RELOCATE. ," a 5 SAWCUT AND REMOVE EXIST. A.C. PVMT. 6 0.42' A.C. PAVEMENT (014' TYPE C-2 LT _ - -- -- --- - --22 -N89° 27' 50"E - --23- - - - - -- ---24 -- ,.�- -- 25 -- - -- 5 - --26---- N ----- _27— s - �, _ __ - - - - - - - - - - - - _ - - - - - - - - - - - - = - � -- - - - - -- - - - - -- _-- -- -- .28' TY 8 BASE ---- - - - - - - - - - - - - - -- - - -- - - - - - - - - - -- — - ------ - -p FINISH COURSE OVER 0 TYPE w T ROW -ROUTE- T A.C. COURSE ) OVER 0.58 ' C.A. B. cn• 13 GRADE TO MATCH EXISTING GROUND AT R/W. LJ b' �� C� C: �� t7 w w a o 0 N J � Q 0 JJ OD =J = m )>> = ai S 1-LL. g aia 333w a.ca NOTE: ALL ASPHALT CONCRETE (A.C.) ELEVATIONS SHOWN ON THESE PLANS ARE FINISHED © NOTE ADDED 7-6-94 'SAO ULTIMATE DESIGN ELEVATIONS.. DESCRIPTION OF REVISION DATE CITY FOR INTERIM DESIGN A. C. ELEVATIONS REFER APPROVED. TO THE VARIOUS CROSS -SECTIONS ATTACHED CITY OF RANCHO CUCAMONGA TO THESE t'L AN S. PLAN a PROFILE LEGEND IMILLIKEN AVENUE EXTENSION ARROW ROUTE 5" A.C. over 7" C.A.B. FROM STA. 21 t 00 TO 30 t 00 APPROVED BY: ���E� / DATE: CITY ENGINEE (�' RC.E N0. 24953 DESIGN RECOMMENDED K F PLANS PREPARED BY: CITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE [SHEET •� MA RANCHO CUCAMONGA, CA 91729 3 OF { CHECKED DRAWING N0. J M R.C.E. NO DATE FILE NO SHEET 3 OF 19 r V m H' OO M + � } � M - 1178 ti 01 - - 1177 Existing Ground Profile - N 90 100 W/O Centerlines IQ--- REMOVE AND DISPOSE OF Transition _ _.- - - EXISTING VEGETATION. - - o 2 RELOCATE. 100' V. C• co roposed Wly T • Grade 04 ADJUST TO GRADE. 54.98m (00 Pl.= 1165. 71 0oo55 SAWCUT AND REMOVE EXISTING -'-A.C. PAVEMENT. r>r � mOm0o , _ _ _ -•- 0cyo AVO• tiM _•- - H o>, 6�-- 0.42' A.C. PAVEMENT ( 0.14' TYPE w Ici _ - - - m m M ti - - to - 1178 M - O �p + - - 138°�/° �mc4M tID c� C 2 FINISHED COURSE OVER ao + - = N ; Nllf) ti • O ti + _ - - 1177 1167 - O . 0 - N / cy h - 4- v �, Profile Grade - - 0.28 TYPE B BASE A.C. COURSE) �f 4- +. � _ _ _ --•-- 1166 - t00 � N o/� /n.5 % (J N W � } tOGO = N Ui •- - O OVER 0.58 C.A.B. 0.25°i° o cp a' - N ao ti 7�- CONSTRUCT P.C.C. CORNER SIDEWALK Q 0 t0.849,d� o a! g o N 0 IIA- + __ _.- - - - • N , M _.-- - - - -tom• co m Proposed E.P Grade 00 1� PER CITY STD 103 � � tV 4 ;i � N � � '� Existing � Profile - - O - - 8� CONSTRUCT PC.C. HANDICAPPED DUAL m w o _ N = N = -'- _ - N o 24� E/0 Centerline and - ACCESS RAMPS PER CITY STD 102. q. � 100' V. C- /�- = N v M 24 W/O Centerline 9�- CONSTRUCT TYPE A2-8 PC.C. CURB P. I. = 1166.31 f Proposed �, Grade ti + - Ileo AND GUTTER PER CITY STD 104. m 0 _ - _ _ \ � it) N � _.,,- � 0 - 1179 *- STREET LIGHTS 9500 LUMEN HPSV O O - - - 8 qo ti co 90 _ 80 TO BE INSTALLED BY SO. CAL. EDISON. 1j + _ - - - l•3 / = N _•-Transrriion 0 + CONTRACTOR TO INSTALL CONDUIT O �'- \ = O � 1166 - - N - - - 0.5% � 00 Existing Ground Profile _ - �' -- M PULL BOXES, ETC. PER S.C.E. PLANS. _ - - - - �p O cy 00 / 100' E/0 Centerline Il CONSTRUCT PC.C. BUS BAY PER 1165 �, ++ + 0 to \ -4 _ -- I v CITY STD 119. N _ - - U tC N =IN .-•- - V � WI *- CONSTRUCT TYPE DI-8 A.C. BERM - - N - ' PER CITY STD 104. 100' 1 °�O (j � ci. amo H o 5 4.98 Vertical Curb - . o F-I 13 GRADE TO MATCH EX. GROUND AT R/W. t V t - - _ - M ,,� m c 17 CONSTRUCT MEDIAN CURB TYPE AI-8 v m 60 70 90 _ _ 0 it M a' +• �j+ v Transition Transition Transition '- Proposed Ely T. C. Grade OD ao PER CITY STD 104. Iw � � *- CONSTRUCT MEDIAN FLARE PER 1167 - p m + CITY STD 109. L=45 , W= 3 ,R=0.5 1166 - =CD N 1 U 0 V V �; � A = 7035'41". - 0.5% t9 CONSTRUCT MEDIAN TAPER PER _ 3°�° N pOD _ - -0 � cv v ci 0 � F' H m a m H d- 0.9 p 4 I F- � H (L H Uj M O N N c� ti 0 0 M Ct CITY STD °108. L= 120 & W= 22'. 4• v o °D m O o in It 0 H N too N + ®--- INSTALL 4 DIA. (SCHED 40) PVC �: 4t M CD m + 0 N m N ti� 40 4- = PIPE T HRU MEDIAN CURB FOR a• o .} Ici t 1 + O N = N - co N =1N m �C _ t0 - t0 N =ICY tD DRAINAGE. PLACE 20 O.C. 1 N (P � I = N N - 1 - N t I I 16 27 28 219 I PROFILE 20 q, 0 21 22 23 24 25 2 30 se HORIZ. 1"=40' VERT. I"=4' NOTE: ALL ASPHALT CONCRETE (A.C.) ELEVATIONS 0 SHOWN ON THESE PLANS ARE 100' V. C . _ ' ULTIMATE DESIGN ELEVATIONS.FINISHED O SCALE • I 40a 53 RT. FOR INTERIM DESIGN A.C. ELEVATIONS mAr REFER TO THE VARIOUS CROSS -SECTIONS N ATTACHED TO THESE PLANS. 10 ~� SEE SHEET 2 t + °O? o: °d 0 N m � _ 10 I N - 50' Oil °' °�°° � J rn EDISON ELEC. PANEL ti �? 3 t U U + J N 1 VAULT 36' II�, o N+ ~ N `° M U Q � 1�� �' _.T r AIR VENT RISER ° c N + N 00 J M !� W �_ 1 VAULT AI O O I� + 13OD \13 M.H. j Z N + (p N + \ / Z :. (D LO N N AIR VENT RISER ° I N _ N N P Y' p ! M I 7 al N 00-.32'10' W 0 9 (, _ o 8 ` R-e' �� _Y - _�-_. G � + v •�P N _ RADE "� _ _ _ �_. . .R - 2338' �G• A.P, N W 41� I o r IPvc (G' 4jy� G �+.� \r°�0 ,I FUTUREI will o wM - 6�0 v• 17 - 27 cc d 8 0 OIL - N �� ti ry` P 19 y. v V) + 116_6. 44 T.C• 4� PG d ��o� o�� 2.6 y - �` a�P I% - 0 1165. TT A.C• O 6 O I N 25 \�1 2 _ _ �1� 1 �r-OO-TV- IF 6 W 6'c - - _ �� N21 N00° 32' 10"NV 22 23 1 \ - 24 R. 2400 5.1 _ N 1 t -01 R= 2410 - - V N7° 37'35 PG. N Utf) ud - G' - - - 9 -1- H CO � k,.2 4 I4 G'0. 6� 17 6 (p m v J 1 < 5 = t I Ct p9� P 6R,I I••� 1`� ��1\O�� �� N W I` cA (Ts 6 20+00 MILLIKEN AVE. LO O. A`� .IO 9 r� 1 -} 20+00 ARROW ROUTE /% 2 L18 N c P' 6 �/� G I p'1\6 \� 9 M \\ l0 11-O Y N C N (v 1166.32 TC. �(• 6' \ g 6 M 17 + 116v.65 A.C. �9� dF 17 9 M Rc2453.00 ~� &D N I I 1 � L _ 13 N 04��' �. U - ELEVATIONS CHANGES AND NOTE ADDED 7-6-94 0 4 CITY qjIbD -- CURVE DATA DESCRIPTION OF REVISION DATE APPROVED. 'T O N 00-.32'10 W W P BOX O N 1 X O O � R L T O N CITY OF RANCHO P.Box i o. �' M 14°24 54 197. 13 49.60 24.93 Cl1CAl1AONGA P.BOX ll - OIr a m `�oc m °' + N 12° 32'40' 197. 13' 43.16' 21.67' w F ~ O TRAFFIC S. PB. ti N I m °' � ,� N o: � (" 0 6° 04' 24" 2424.00' 256.94' 128.59' PLAN a PROFILE F H. 47 N N 0r M + 6 + 0: N • 1 M 1 W.V. + + ry + w to N N �, �, M 10 P 6 04 24 2376.00 251. 86 126.05 MILLIKEN AVENUE EXTENSION t o N + Ni N N "' 10 Q 80 12 ' 00" 2347.00' 335.90' 168.24' FROM STA. 20 i- 00 TO 30 t 00 M.M. ' I) � 61 1 N N N N R 12° 36'22" 226.07' 49.74' 24.97' II S 10°24'02" 226.07' 41.04' 2058' T 40 11' 26" 2338.00' 171.00' 85.54' APPROVED BY' DATE'. eY6&1 LEGEND U 11° 34' 58' 2453.00' 495.89' 246.78' CITY ENGINEER RC.E No. 24953 V 110 52' 41 273.33' 56.66' 28.43' DESIGN RECOMMENDED ARROW ROUTE 5" A.C. over 7" C.A.B. CURVE DATA W 13°OI' 16" 136.67' 31 . 06" 15_.60' K F PLANS PREPARED BY: SEE SHEET 3 � DRAWN CITY OF RANCHO CUCAMONGA SHEET R L T X IS 55 29 92.50 30.55 15.42 10500 CIVIC CENTER DRIVE 1 N 1 RANCHO CUCAMONGA , CA 91729 P.C.C. G I 4° '13 32 2414.00 178.03 89.06 Y 90000,00" 35.00 54.98 35.00 IVIA 4 OF HI 40 13' 32" 2410.00' 177. 74' 88. 91 ' Z 90°00'00" 35.00' 54.98' 3.5.00' CHECKED DRAWING N0. R.C.E. NO 3 L 1 20 51 53 813 .67' 40.68' 20. 35 JI 140 3546"4-2400.00' 61 1. 40 307. 36' J M DATE FILE NO SHEET 4 OF 19 V 0 O — . O O 1195 H0 'M + 0 M — 1194 • — m _ tt 120.02' m 0' M Transition 100 V. C. — — �- Pl. :; i192.265 T. C. 4 _ — 1.75% Proposed Wly T.C. Grade t� O 100 V. C. ,1 F' P. 1= 1180. 83 ~ Existing Ground Profile •' 100 V. C' m .. 100' o Centerlines.-- PO 0 P.I.= 1192.865_ 1195 WVQ , — ; - - - - r �.SO � � � M CL — 1194 Q — F: 01 + _ N Existing Profile I M G O 0 - _ Q .�� �' �. J -_• I� + H Q / Z N W C) d' t — — — t� M O = 00 to •- 1176 — I` r O Q rt) � j t� .� _ —• + 40 1177 -- M M Transition ` --• _, _•_- - / O V O • V — ' —_ ON O100 t0 m ` N tp }Plr9�49 O — 1194 OD — 1193 . O o) t to 0 . 0 Existing Ground Profile . 0j O qtN It100' E/0 Centerline 1178-- ' 00 9) M ED M — 100 V.C• .— — — — o + M / �•—— — — —•— — P. I.= 119 2.54 T. . 1177— Q N N " Proposed Ely T. C• Grade M — 4if + (0 Q ap ih 100 •— 10 o ~ Vertical _ _ — ti o _ Curb > M yW 93D. 0 1180 — --•— V Oa — \ / c3 H 0 so 1179 — 00 / F-' $ on t O N � mM O / MM — ti R + � M IM OD_ 1 Y I 1"D w I 1 1 1 PROF1L 30 31 32 33 34 35 36 37 38 39 40 HORIZ. 1"=40' LLJI= V O 10 CD VERT. 1"= 4' m Q 0 10 �, r � O U Q. + N D 01 t 0OQ Z N Oc0 O to + + N 0 to M O mM 10 0 O •in N c F P W� E.P a, �- 0 + o co I�— REMOVE AND DISPOSE OF Sed J - O o O for Prop m �_ + ,� N 15°p7,56„ W N , \\�2. EXISTING VEGETATION. 540 transltlon ar �,v t0 R: 2 46 2 6 0.42' A C. PAVEMENT (0.14' TYPE N 'O ��� � 1 P G � ,- oti G' co C-2 FINISHED COURSE OVER 0.28 N 14°10 38 W 0�' R n 2433 0 P' jn + 39 9 6 rr TYPE B BASE A.C. COURSE) OVER �0 To 13 9 w 0.58' C.A.B. G• _ � 1 JN �o��F� N _ 39 u=i 9�--- CONSTRUCT TYPE A2-8 P.C.C. 33 LO N� a ��e4. Tc ♦�'h ?' -N ~ ��� R- 24p0' — �— w CURB AND GUTTER PER CITY 4 W - - w N 15°p7156 P�' _d : N STD 104. �, 10 STREET LIGHTS 9500 o — Q 6 �40.32� "d _ti 4.60 aC. \\ �c0 37 000 PG' N ``�ti O LUMEN HPS O / �� N 9x�♦�°` TO BE INSTALLED BY SO. CAL. t ♦ - 'b 9 . + • 0 P 8� 36 Q EDISON. CONTRACTOR TO INSTALL � G• G' 00 P O�� na � N p`'♦ .��"h♦0♦ N ' CD m� - 47 L � CONDUIT, PULL BOXES, ETC. PER ♦000 ,y�'b �♦� U, '� `\ R=23 ` I S.C.E. PLANS. 56 W ♦ a AV 9 — N 1,5.0-71 34 _� *- CONSTRUCT TYPE D I 8 A.C. 0 ��>>. 94 — �� ►� �, � BERM PER CITY STD 104. A- r.c. - 1 + 1 lv F .. Q _ -� 0) � N 33 M In _ N �� g . . to (D > _ 1 oto r 8 / C In L 2 T N 1�1 q 2 _ 9 t 31 PG C //e�SS • qC W i3 � PG N15° O7' 56 W -� + c 1� .2o N q� N 15°07 56 0 10 M 0 �' G' N M W ` TC• + P• W R 1 %ELEVATIONS CHANGES AND NOTE ADDED 7-6-94 W NOTE: ALL ASPHALT CONCRETE (A.0 CtI�TY = "T c ELEVATIONS SHOWN ON THESE DESCRIPTION OF REVISION DATE APPROVED. N `o -0 12 PLANS ARE FINISHED ULTIMATE ul DESIGNN ELEVATIONS. We CITY OF RANCHO CUCAMONGA N 9 o0: o t, Nr,., A SFOR INTERIM DESIGN A.C. ELEVATION CD P� _ LAN PROFILE , N 15°p�`56 W 4949 � 10 CURVE DATA SECTIONS ATTACHED TO THESE PLANS. MILLIKEN AVENUE EXTENSION d � � ' o N , FROM STA. 30 + 00 TO 40 +00 (. 01 R L T a O O + UTURE R0 F 13041'45" 2462.00' 588.52' 295.66' t F G 40 43' 11" 2433.00' 200.42' 100.27' 10 � LEGEND APPROVED 8Y: /�� � - DATE: H 90 29' 40' 2376. 00' 393 .72' 197. 31' CITY ENGINEER/�?/ CwiA' C ; RC.E N0. 24953 + _ = L 5* 12'59" 23 4 7.00' 2 13.68 106.91 DESIGN RECOMMENDED 5 A.C. over 7 C.A.B. KI 140 37' 10" 2400.00' 612. 38' 30786' KF PLANS PREPARED 9Y: CITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE SHEET P C.C. MA RANCHO CUCAMONGA, CA 91729 w 5 OF CHECKED DRAWING N0. R.C.E. NO /� 7 J M DATE FILE NO u SHEET 5 0 F 19 f 1 f' I- I- - N. ti 90' 70' 60' cC Iti O - 1209 o.42% transition bus bay transition__ •- - N N - 1208 r 4 • V 4 14 E V 0) U 100' V. C. Existing Ground Profile U 19fi to c P. I.= 1192.26 100' W/O Centerline ~ M N t0 f` O - U UU N lA .�, N to (V V > / U a � nj � m N � It NW W ED 0 0tt / tN• co N +NqT 23 ti m 54.73 - 1209 _ _ 2 o - V 0 - - - $ + N � � � \ � X2.4 - 1208 10 o Ki +� Proposed W' ly TC. Grade N 1195 - N 0 0 + O � �G N LtJ 1194 - �• O � �•Z5 ~ �Z N � 2 (D $ +• 0- 100' V.C. ai t Existing Profile Proposed + O N ' 0 N � � � p � Profile � N CD ., P. I. = 1192.86 > • O O W - t0 - _ N 1209 N N0-53 %- Q - 1208 Proposed Grade_ - - M 0M - 0) d Q 2.25 4 4 i 1195 N F' � 1194 - / Existing Ground Prof ile / O 100E/0 Centerline N O) � 'f' ti U O • N t0 O W .50/0 U 55.23 Proposed Ely T. C. Grade m U 90' W U H f- Tronsitlon Oo. - O _ 00 1195 - 4- / � q: ( +- 0 - 1194- © � V H 10� a. I N H � ' OD 0 to O Cl MN M4- = tt' 0) O 40 = 0 .= 41 42 43 14 45 46 �� 47 PROFILE 4 I SEE SHEET 7 HORIZ. I;; - 4,0' 10 it 1 I 2 I VERT. I = 4 I I I � U 100 V. C V I W I P. I. ■ 1192 .54 10 It S �w I m + 0 m ~ a / _ I I I SCALE I" = 40' 8m r � a �- M J 1A ,. -' 2 I�v c1j � 1 10 J ti J + J V' ,� N J M (0 in 65 /vf iA + J M �' ti C J '�' I I ' N + E fill � N # OB 7 It IT 5 ~ C 0 "' 0 `p O o a cr t0 � cel I 4 I REMOVE 8t DISPOSE OF EXISTING VEGETAfiION. t" cv N I �p ry h tD P o 13 ,, °+ N o a I `ry �� o°` o © 7 38. 5 . \ 2 RELOCATE. r o _ Noo°3046 w '� 5 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT, a d a o % `; ... R=8 a 6�- 0.42' A.C. PAVEMENT (0.14' TYPE C-2 FINISHED COURSE OVER _to CD _ :_. to + 0� d :, ,,.•- .... ,.,_. Ret2.25% / G .. Zs' 100 p ip O - - '- �G' �V' G, 0.28 TYPE B BASE A.C. COURSE) OVER 0.58 C.A. B. oN N d o z \� o\ y 9 06�\ 15 �- CONSTRUCT P. C.C. CORNER SIDEWALK PER CITY STD 103. alk �9 �L°ry I 1 Oy \Z° \Z REFLECTOR SIf3N00 i �•�,\ CO. ,BGG. ,2 �G \2 6 9�- CONSTRUCT TYPE A2-8 PC.C. CURB AND GUTTER PER CITY STD 104. Q 1 y9 'C G P, �g PG �\P Q VIN o2 PB s� STREET LIGHTS 9500 LUMEN HPSV TO BE INSTALLED BY SO. CAL0O O _ / 0 p2 2 O \ _ 6 v TS 0 O �` - �ttl 'sr \\99.x• 17 EI \Z, p� Ct V 12OFi.FiOTC ONTROLLER BOX O N 24 \ \2 I R TO INSTALL (P + � c0 � - _ - �� ,u. LL PULL BOXES , ETC. _ y PER S.C.E. PLANS _ 44 o _ .._.__ e'� N 00° 30� 46" W Im 45 j 46 20 _ II CONSTRUCT P.C.C. BUS BAY PER CITY STD 119. 9.5: 1.0_ _ 42 0, MILLIKEN AVENUE � 2�� �G la NKI _ - - �4Q°, - 202. 9s 17 �, PG 17 + ° q� �'- I CONSTRUCT TYPE DI-8 A.C. BERM PER CITY STD 104. 10 - N 41 _ _ 0 4 TG ;k.G '� i 200 �'8 q T C - 6'� (p 5 913 GRADE TO MATCH EXISTING GROUND AT R/W. 6FF:)1- 200 99 C. N �,0 0�' 00 Il, P 0j� - rC co ti \ti 47 +14. 68 ¢, MILLIKEN AVE. COLD PLANE ( 0.10' MIN.) THEN OVERLAY. nOD �� 17 \�� + 9 ° 9 20 t 00 � FOOTHILL BLVD. �� + 6 �` 15 f, 15 CONSTRUCT C & G PER CALTRANS STD A87 TYPE A2-8. N _ �.°j 0 e� o\ In c, oP4 \� Go R=8 � \� ?g?9ro R=2339 m 16 CONS WHEELCHAIR RAMP PER CALTRANS STD NSP A88, CASE E. _ N ,,0 9� a �, �c ' " R=s zl �� 17 CONSTRUCT MEDIAN CURB TYPE AI- 8 PER CITY STD 104. - L �`� \\���' :� - ; /�% 18 CONSTRUCT MEDIAN FLARE PER CITY STD 109. 0 N 00-30'46" W ' ' N m _ o_ L=45 , W= 3 , R= 0.5 fk A= 7035'41 ". ry. K J ,� 7 m B 01 i'9 CONSTRUCT MEDIAN TAPER PER CITY STD 108. L= 120 ' a W= 20'. + 13 W 2 ° 0 ,'' 1�581 INSTALL 4" DIA (SCHED 40) PVC PIPE THPIJ MEDIAN CURB c W MI cq c0 F- + N 11 71 I t FOR DRAINAGE. PLACE 20 O.C. w + � � m M � 10 N � qII �� I DESCRIPTION OF REVISION DATE CITY APPROVED. M I11 N N +,: ++ d t° CURVE DATA o 010o o R L T CITY OF RANCHO CUCAMONGA 10 90-024' 31 O A35. 0 55.23 35.25�� � � � B 89037' 03 35.00 54.74 34.77 FOOTHILL BOULEVARD PLAN 9 PROFILE C 18055129" 92.50' 30.55' 15.42' LEGEND SEE SHEET 7 MILLIKEN AVENUE EXTENSION - D 12054' 10 " 136. 67' 30.78' 15. 45' E 11058'45" 273.33' 57. 15 ' 28.68' 5" A.C. over T" C.A.B. NOTE: FROM STA. 40 t 00 TO 48 t 00 F 13041 '45" 2 462.00' 588.52' 295.66' ALL ASPHALT CONCRETE (A.CJ ELEVATIONS SHOWN ON THESE PLANS ARE FINISHED 00 G 43 II 2433. O 2 ULTIMATE DESIGN ELEVATION. 2 0.4 100.27' �•: �:�;:..:•.�.:�::�:. T ' . .. APPROVED BY: A P.C.C. DATE E. H 9°29'40" 23 76.-00' 393.72' 197.31 �'OR INTERIM DESIGN A.C. ELEVATIONS CITY ENGINEER2 RCE. N0. 24953 1 7011 ' 51 " 2338 .00' 293.70' 147.04' COLD PLANE THEN OVERLAY REFER TO THE VARIOUS CROSS-SECTIONS DESIGN RECOMMENDED J 10024'02" 226. 07' 41.04' 20.58' ATTACHED TO THESE PLANS. KF PLANS PREPARED BY: K 12°3622" 226. 07' 49.74' 24.97' DRAWN CITY OF RANCHO CUCAMONGA SHEET 10500 CIVIC CENTER DRIVE L 5012'59" 2347. 00' 213.68' 106.91 ' DUAL H.C• RAMPS CHANGED TO SINGLE ' n� MA RANCHO CUCAMONGA, CA 91729 6-OF 7 EI 405603 2412.00 207. 71 10,3.92 ' ® H. C. RAMPS 9-14-94 CHECKED DRAWING NO R.C.E. NO / / FI 200411011 2408.00' 87. 97' 43.49' ® ELEVATIONS CHANGES AND NOTE ADDED 7-6-94 '1M� J M DATE FILE No K I 14°37' 10" 2400.00' SHEET 6 OF 19 � � 1 � 612.38 ; 307.86 � SORUN H 71` 46 4' h N M M QD x Existing Profile + CE O 12 1 I — � Cy RlE� — • —•—— — 5 ;E.�P. -0existing 1209— - - - — 1209 round PROPOSED NORTH LIMIT OF COLD PLANE 1207 STA 21+10 to STA 22+ 60 6' 13 g SOUTH R/W n 78' 40 8• V existing VARIES INE 6 ground � - l50/°- i - Z P1.=1209.54 PI.=1208.77 4 ° 2'Op 0 35.39 V.C. 40' V.C. - Y 5 E.P 6 Q � 54.73' 55.23' ao > " o ? oU W tv STA 19+03.25 to mW � a° � � � a VW tU-•' ~ v STA21 + 10 f' 0 � rn F- ti In r— M rn O) 0) O �j W SOUTH cr Q V- ao OD M a` M O N to R/W • N H � Existing T.C. Prefile N "�' o + M (11 C6 Nap M Existing Ground Profile 80' S/O ~ p N M tp �! 78' -- 10 cv N ,n 0 0 + N_ 0 + —' 0 m ': C>t 45' 20 13 1211 -- - - — - - NO N � N 0 '1- CM 0 ---_ —. Ll 13 1209— _ - 0.16°16 — —0.42 % 4 4 4 4 4 4 Existing E.F Profile V—-E 'S06-�0p 2.00% ,- -" _ a� ' 0.53_% _ _ _ ° PROPOSED T.C. GRADE - - - -'- - - - 4 - - -•- --- _ _ _ _ _ _ _ TAN. GR. - 2.027% PROPOSED T.C. GRADE 2.25°,° ° 4 CD \ - - 1207 E.P ��, 11Mt0 2.25 IO V t0 .—_ 5 :o:. . existing 1 • • p . 6 5 S/0 O N F' N ~O © — 1205 STA 15+57 to STA 19 +03. 25 ground N t h / O N O 0 N 15 N N TYPICAL CROSS SECTIONS HORIZ . I "= 10' VERT. 1 2 15+00 16+00 17 +00 18+00 19+00 20+00 21+00 22+00 23+00 PROFILE: HORIZ. 1" = 40' VERT. 1"= 4' I I c I REMOVE a DISPOSE OF EXISTING VEGETATION. Y J 2 RELOCATE. o ;; 4 ADJUST TO GRADE. ° a— SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. _ -- - - _ 0 6 0.42 A.C. PAVEMENT (0.14 TYPE C- 2 FINISHED COURSE w -- � �' `j _ o ��-- OVER 0.28' TYPE B BASE A.C. COURSE ) OVER 0.58' C A _ .B. J w __ -� + + 7 CONSTRUCT PC.C. CORNER SIDEWALK PER CITY STD 103. Q �• N Cn 15 '� 13 GRADE TO MATCH EXISTING GROUND AT R/W. v7 _ � � D _ w 14 COLD PLANE (0.10' MIN. ) THEN OVERLAY. 17 FOOTHILL BOULEVARD 15 CONSTRUCT C & G PER CALTRANS STD A87 TYPE A2-8. N89°5: �5e"E I - _ _ _ zi - 22 a 16 CONSTRUCT WHEELCHAIR RAMP PER CALTRAN S N LY LINE FRAC. SEC.7 STD NSP A88, CASE E. t to lJ n - T CI e' m v - 3 " ` -- - -*Add toend of Construction Note6: THICKNESS OF A.C. Ek C.A.B. MAY CHANGE BI ID ° a a - _ _. _ PER 'GENERAL NOTES - CALTRANS' NOTE d. , SHEET 2 OF 19." W ° L� a Ion Add to end of Construction Note 15: "C G TO BE PLACED OVER A MIN. ''3'3a Riw - 16 I 5 v 13 0.33 CLASS 2 AGGREGATE BASE COMPACTED TO 95% RELATIVE 3 w 15 _AI . 16 = m 1 - -- Riw COMPACTION PER CALIFORNIA TEST NO. 216. " J 7 FY Z O J , O a � _ Z I 4 w •• • i a rZ 01 0000 �� Q� a ° W �w o I 1 + + o N® DUH. AL HA.C. RAMPS CHANGED TO SINGLE MPS 9-1494 f�/�•p 2 Y I I N Additional wording added to Construction Notes and 1 00 a I I a ® Grade changes 6_8— m�' I� 2 m 2 NOTE : ALL ASPHALT CONCRETE (A.C.) ELEVATIONS CITY + W 2 SHOWN ON THESE PLANS ARE FINISHED DESCRIPTION OF REVISION DATE APPROVED. 62' 11 62 on. 2 ULTIMATE DESIGN ELEVATIONS. CITY OF RANCHO CUCAMONGA 2 75' 75' FOR INTERIM DESIGN A.C. ELEVATIONS REFER IT I I I I TO THE VARIOUS CROSS-SECTIONS PLAN a PROFILE MILLIKEN AVENUE ATTACHED TO THESE PLANS. MILLIKEN AVENUE EXTENSION SEE SHEET 6 FOOTHILL BOULEVARD CURVE DATA LEGEND FROM STA. 15 + 00 TO 23 t 50 O 0 R L T A 90024'31 " 35.00' 55.23' 35.25' APPROVED BY' DATE: B 890 37 03 35.00 54.74 34.7 75" A.C. oVG�' 7" C.A.B. CITY ENGINEER � RC.E N0. 24953 AI 5003'48" 3065.00' 270.86' 135.52' DESIGN RECOMMENDED �•:o:�.:.'• •� .?.:- :::'. P. C.C. K 1= PLANS PREPARED BY: B I 11 * 4'27" 378.66' 5.39' 37. 82' " DRAWN CITY OF RANCHO CUCAMONGA SHEET CI 5° 03'48 3045.00' 269.09' 134.63' COLD PLANE THEN OVERLAY MA RA°Ho CUCAMONGA, CA DRIVE1729 7 OF • CHECKED DRAWING NO. Note : Curve BI data may change due to existing field conditions. R.C.E. No JM DATE FILE NO /5 SHEET 7 OF 19