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HomeMy WebLinkAbout1511 IMPROVEMENT PLANS FOR AT BASELIN 'E ROAD GENERAL NOTES : I. All work shall conform to the City of Rancho Cucamonga Standard Drawings, The Standard Specifications for Public Works Construction, (Green Book), 1991 Edition with HILLSIDE ROAD the 1992 And 1993 Supplements. WILSON AVENUE 2. Public and private utilities and substructures shown hereon are from available records.The Contractor shall be responsible for protecting all utilities and substructures asshown within the construction limits of this project and shall be responsible for any damage as a result of the construction operations. a Of C ho HIGHLAND 3 AVENUE 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 andthe following utilities two working days prior to construction or regarding any problems. Southern California Edison Co. (909) 989-5861 Southern California Gas Co. (909) 335-7712 19 th STREET General Telephone Co, (800) 422-4132 30 30 Cucamonga County Water District (909) 987-2591 4. For inspection of this project, the Contractor shall contact the Public Works Section at989- 1862 Ext. 2341 two working days prior to the required date. 5. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department w prior to any construction or encroachment within any City of Rancho Cucamonga easement or right of way. (-n 6. The Contractor shall notify the Son Bernardino Sheriffs Department, The City of Rancho BASE LINE ROAD--"IN SHEET INDEX Cucamonga Fire Department and any affected school district,72 hours priorto construction z indicating any detour and/or road closures. _ Q PROJECT W LOCATION 1. TITLE SHEET 7. Painting procedures for striping and raised pavement markers per Standard Specifications z z for Public Works Construction, 1991 Edition with 1992 And 1993 Supplements. Q 2. STREET AND STORM DRAIN IMPROVEMENT v B. Traffic signs,stripes,markings and legends per Caltrans traffic sign specifications,Traffic FOOTHILL BLVD. 3. TRAFFIC SIGNAL PLAN manual, Maintenance manual,and Standard Specifications. Conform pavement legends to City 66 66 4. STRIPING PLAN stencils. Reflectorl7e all signs,stripes and legends, w W W Z) w z Z) z CITY HALL W z w z a W UJ > a Q z C/V/ C Q z J Q > �E N T DRIVE X ARROW ROUTE cn a FR m z W Z JU W Q - W = _ DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA VICINITY MAP TITLE SHEET (NOT TO SCALE ) ARCHIBALD AVENUE 17 APPROVED Y: DATE S : 0 8 //�� CITY ENGINEER ��1.�'1 ��� RC.E N0. 24953 i. e!►�/ DESIGN RECOMMENDED PLANS PREPAR UfY: L�Z�4H A.S.V. CITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE SHEET A.S.V. RANCHO CUCAMONGA, CA. 91730 IOF 4 - J�'4.0r, R.C.E. N036937 36937 DRAWING No. H.M. DATE FILE NO 1511 ` � } : - • • .•• •' ; i {; . „SIDEWALK AND TOP SLAB � .33t TO-.378' + i to :I13' I U Q R.C.P. I 1r O¢ in N Z_ I I } m r t ' + W J c , CI; m 1. rI 1.878 .416 1 75 I W ai s O U INSIDE FACE OF CATCH BASIN ARCHIBALDan VENUE Irt i I { tq Uto G.Z'A ci I 21' 55.07' SECTION A-a N.T.S. I ; I GQ• 1 I � CURB RETURN � ; ; t i 45' 4 D/4 /4 /4 45 OD M { j M o- o N W ! 20 FOR OO14N`ECTION DETAIL' ,, ( + a o m + : , I / INSTALL 42 R.C.P. N cS 15 SEE STANDARD PLAN 308 { 1 o o 4' t/ REMOVE EXISTING ' Q O '� Z cc ti - 59% / TO NEAREST R.C.P. o r- � � H � Cep LU + � Q IQ- � q r �/ JOINT 14 f� � N d,III N � � : • - - - -- - 20 In z Go o J . i u ti v u? „ - -- - -- - -- W to � m N N F: o +� a o 33� EXISTING 42 R.C.P. A o m CD 0ti / �o ���` COfySTRUCT MODIFIED TYPE CONSTRUCT CATCH BASIN PER r co m o � „ �� 306 CATCH BASIN (SEE STD. CITY STD.300 W=21' V=5.33'8= i + + + N V=5.33 1 PROPOSED EAST T.C.'GRADE �'� � LAN 300)8 M� (D 0) d Ind % I8 = 4.5' 20 15 a m a + '`' i m Flo .�0 REMOVE EXISTING R.C.P TO JOINT 81 �'� ' K) f- 3 o cn cn °' • - , v> - - • � CONSTRUCT P.C.C. COLLAR } r + W o I /N¢2 PER CITY STANDARD 329 1 ! I N H 0 + U [n 1- oro , — I S =A}36 ; �3 SFR SEE DETAIL A I n H 55- i 8 { Q W M 'j.� CONC.BLANKET I O N w IF NEEDED PER F i o R �� } z V) U1 a had ,.� STD.340 T INSTALL 42 R.C.P., 1500b N.T.S. _ I f0 o °� cn rn _t3 17 � / CONC. -PIPE SUPPORT _ , . �_. . . , ,_. - - - . _ � I 4 z x + o_ NSF i0 NSF PER CITY STANDARD __ __- _ _ 341 TYPE IV j cn I W ± M (0 (D 3 ONT I ! 2 SACK SLURRY IN P SACK SLURRY IN LIEU OF I I 3,00 LIEU OF GRANULAR GRANULAR MATERIAL PER 5 5 — MATERIAL PER CITY CITY STD.341 TYPEII ! I 1a" N1 ' ' STD-341 TYPE II PROPOSED FLOWLINE 4 ` NOTE: ` J EXfS�TING TOP OF CURB -"" �'� u ,, . : . t , -' 164` L.F. 18 O.C.P. (1500D) 30L.F42 - ELEVATIONS AItE ASSUMED tLtVATI�NS , ' R.C.P. PER • CITY STD.120 n ' ( NO OENCH MARK WAS USED) SCALE . i 40 tHbRIZJ (VERT) I = V I t 00 2+00 3 + 00 4+00 5 + 00 6 +00 7+ 00 20 REVERSE CURVE DATA PLAN LEGEND: ( I li CONSTRUCTION NOTES * (I, , CL •� 0 CURB RETURN DATA „ `0 I I I) all O CONSTRUCT 4 P.C.C. SIDEWALK PER CITY STANDARD PLAN 101-C r = 299' - INDICATES CONSTRUCT NEW Al 11 II i - if PAVEMENT AND A.B. BASF= r = 35' I I II I I I a I� O O REMOVE EXTG.DRIVE APPROACH B CONSTRUCT 8 P.C.C. DRIVE 0 = 80 50' 39 - INDICATES CONSTRUCT NEW P.C.C. 0 = 90° 08'"40" ( II I I - I M I APPROACH PER STANDARD PLAN 101-C ( r= 8') ~ .�f . L = 55.07' I II I I I II; ; 83 CONSTRUCT WHEEL CHAIR RAMP PER CALTRANS STD. A-88(CASE-C) L 46. 15 SIDEWALK 1 r . C.O. C.O. T = 35.10' Il = I(� , ' - INDICATES COLD PLANE 1- 1 Q II' • "_ ' 4 CONSTRUCT 8" CURB W/ 24" GUTTER PER CITY STD. PLAN 104 T - 23.12 2 ( I I SCALE : I 40 A.C. OVERLAY II (� O N II ( I II pl RELOCATE TRAFFIC SIGNAL (SEE SHEET 3 ) CONSTRUCT CATCH BASIN PER CITY STANDARD PLAN 300, MONOLITHIC CONNECTION PER CITY STANDARD 308 GRADE AS SHOWN 9 RESOD TO MATCH EXISTING LANDSCAPING, RECONSTRUCT IRRIGATION SYSTEM REMOVE CURB AND GUTTER I , Q� ., � 6 W . — .� � ' 6 W 6 W }T co 0 �'s � „ I�'� I a% I- I _ _ __24S RCP O CONSTRUCT 6" AC. OVER 6" C.A.B. STANDARD 100-A N L-_ _ (0.17'Type C-2, Finished Course over 033'Type B, Base Course) II ti �` A� CHI�ALD AVE. 10 REMOVE CONCRETE SIDEWALK o — Ss" A R C H I B L D� AVENUE — ' sS —rs@ ; ; ! _ _ _ As -,� -I - I+ W 4 4+0o N WZ4 SAW CUT AND MATCH EXISTING Lc qd d a d a cm 0 Qi M i N N m a s 0 22 1 8 1 2 13 'w ' z 12 10 22 13 14 11 P' I = n e z 13 12 RELOCATE o '� M cn / n w Y 4 H P v>m W ti-c _ 12 y I �P 4 HP / REMOVE - 4 PV C c0 / �- 14 REMOVE EXISTING R.C.P. TO NEAREST JOINT 81INSTALL NEW42 R.C.P. -- O W 500 PER D.120 WITH COLLA PER STD.329(SEE DETAIL A �2 ._ - `• ':".. � 1 / I D RST T R 2) y� l - _ -- _ - - _ - _ _ FFI - HH _ T A C •HIY�SS••♦ 12 1 5 18' I H REPAIR RIGHT OF WAY e"S _ — 2 L_I 2 = - 613 _ - - I I =':: S� NAL / i O STANDARD 34R.CP. 500Q TRENC R R PER CITY ( EXISTING) 16 4 I 7 11 2 I 9' 7 1 , 19 x >. 7 19 m 4 6 6 I i 5 W _? ABLE TV 13 a 4 13 r l m :�;.: SPLICE Box I o W m m ��� ,I8 ; 1 c 18 N 6 �� S-�� z i w 16 SAWCUT EXISTING SIDEWALK AT THE JT. W/ NEW SIDEWALK F ( O � J IS H \\ s:- --- � i I _ Z x s Z 11 I/� a z I () METER W/ PRESSURE REGULATOR 17 PIPE BEDDING AT SPECIFIED LOCATION SEE CITY STANDARD a o m '— � II ��� Z x F.. o � N ��, 1' co f " i 7I-^ — ._i _J I ' o J J o II �\-�4' wo JW a a o 3� u, W owZ w o a ai0, 341 TYPE IV } J o m J (A p W m W �a = w m Jw m >>o = FIRE SERVICE a0 9 U W II 0 m FW am _ w o a = z z W w _ �_� _ f-��Y `D ~ o Wz = >J I II I I ( � II I 18 INSTALL 15 GAL TREE AND MATCH TO W W a II O z W > w z F-V z ti ,C, rn X W�- V to J _ m w II W I L'W a _ oc r~ a s �� 6 a II is mM�so m `� z� f- � NW D I W c� O CC m _ y, _ o o ata loc I II I f EXISTING N o F- o I- a rc z -o a - cc II - N �, v cis ? IL W C9 W U) Z 1- o -V CDC c1� m m-c0 Y W N- U m W C9•► I I CITY INSTALL SHRUBS AND MATCH TO EXISTING DESCRIPTION OF REVISION DATE 52' 3' ,� a I� ��� Q alI I ®— CONSTRUCT MODIFIED TYPE 300 CATCH BASIN, APPROVED. �� ��� = II SEE PLAN AND STANDARD PLAN 300 F RANCHO N °° m CITY O R CUCAMONGA m ; + U �'II ADJUST TO GRADE BY OTHERS 43' 6.5' 2.5' m LO i I = H ,� � I EAS RIGHT OF WAY Q �' " ( 120 � ®— RELOCATE BY OTHERS 36 7' N L+j N III 60'1 i I 601 i ©_ COLD PLANE A.C.PAVEMENT 1�" DEEP (MIN.) IMPROVEMENT LAN FOR d3 I3 47 , , 33111 27 T P 2' CONSTRUCT 0.13 MINIMUM A.C. OVERLAY ARCHIBALD - AVENUE 2 7 I II II II 2 II AT BASE LINE ROAD EXISTING CURB XISTING GUTTER � �I III I a II 951 APPROVED BY: DATE: 2'/°-� ---- - - - - LOPE111 ER-FT. - - ��II `I---- �� �, .� S LO E' 4`P _ - I s=: - -__- I i 24953 ----- --- - - --- w x:. - r _ _�_ II V II /.P/Q. ti CITY ENGINEER RCE. NO. EXISTING C.M.B.CHB. o _u �7 RETAINING WALL I I II DESIGN RECOMMENDED t4c):36937 n, STAR+60 TO STA.4+68 �- I II IANS PREPARE BY: II , i �II Fxp�l�/y6 A S.V..SCITY OF RANCHO CUCAMONGA I I I 9 5 :1 Min.)STA. 5♦N2 TO STA.6+40 II I I I �,� �Q10500 I II U III ,4rF CIVi� a DRAWN RANCHO CIVIC CENTER CAMONGA CAv91730 SHEET A.S.V. 2 of 4 CHECKED , R.C.E. NO 36937 DRAWING NO. TYPICAL CROSS SECTION DATE FILE NO