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HomeMy WebLinkAbout1078 CITY OF RANCHO CUCAMONGA PLANS FOR WIDENING OF ARCHIBALD AVE AND r SOUTHERN PACIFIC TRANSPORTATION COMPANY I= ; RAILROAD CROSSING NO. B130 - 522 * 90 QuanEstftm:ted Oescrf on 11360 L. F NORTH OF BASELINE ROAD 4 Ea (D—Remove Existing Sign(s). 6 t i 2 Ea Remove Existing Marker. ; GENERAL NOTES _ RRSawR078(3) • 2.05 LF a—Remove Existing Traffic Stripe. 1 . A11 work shall be done in accordance with these Plans, the • City of Rancho Cucamonga Standards , and the Standard 2SG SFda•-Remove Existing Pavement Narking. t Specifications for Public Works Construction, current SO Ea a5 --Remove Existing Reflective Pavement Noiter. edition. Contractor shall be familiar with and shall be (�� t responsible for adherence to these Standards and Specifics- 2,M LF \:J Faint (Mite Lane Line. Ir tions. 700 LF7o---Paint Two-May Barrier Stripe. t t 2. Contact all utility companies as required 48 hours prior to j'a IF ia—Faint Two-May Lett Turn lane. .. ... . �T" �. } excavation. " .t .. WEST 190 LF l�--Paint B White Charmlitation. 1 Jt�L'T R/W EAST General Telephone Company 9000 Hellman Avenue 300 LP 10 Paint 4' White Solid Stripe. LOCATIO M01�T1: VISTA 2Si SF 11 Paint Pavement }larkfm3. < * ( �' R/1N G' Rancho Cucamonga, CA 91730 o-- 2 .* 70' �. sc (800) 422-4133 30 LF V Paint White Curb. J 0_.0/4.TRMI Co. R.R. ,iSEMERlT 2 Ea 13 Install Type K Markers R-7.Siey, I L 14' Southern California Gas Corn�ary d1.SELINE RD. L 6.5� 4' I 8�± I SEE t VACt1E5 - 1Fei !^I. Lugonia Ave, Redlands, CA 92373 110 Ea 14 Install Reflective Pavement Marker. L 0 OV*RLAY I 1 (714) 798-7739 (800) 422-4133 All traffic striping and reflective pavement markers m to conform to 0 W --��NT FEATHER I LLS Deportment of Transportation Manual Of Uniform Traffic Control Devices. t �f/A'� °,- cam• Cucamonga County Water District • 9641 San Bernardino Road 1 = z _ter Rancho Cucamonga, CA 91730 ' L-' .•' •` S'A.C. OW90.5'A.I. . •• ,Q (7110987-2591 VICINITY MAP -J „��'.� .. Call Underground Service Alert for underground locations 2 werkfng drys before RVOW EX/ST/1V6 you dig (800-422-4133). • � CU,?BGUTTER NOTICE TO CONTRACTORS ' TY P tCAL 151ECT10 ht All contractors and subcontractors performing work shown on or related to ARCH1Bi&L0 AVF_VJVE these plans shall conduct their operations so that employees are provided MW safe place to work and the public is protected. All contractors and subcontractors shall comply with the "Occupational Safety and Health Regulations" of the U.S. Department of Labor and with the*State of California Department of Industrial Relations "Construction Safety Jrders". The Civil Engineer shall not be responsible in any way for the contractor or 30' R SO' O subcontractor's compliance with said regulations and orders. • • loo' S. OF RR R/W /00,/00, Contractor further agrees that he Mall assume sole and complete • SOS S. OF RR R/W responsibility for the job site condition during the course of construction O l0 14 14 of this project. including safety of all persons and property. This requirement Shall apply continuously and not be limited to normal working 100' - hours, and that the contractor shall defend, indemnify and hold the 'Ci4. • - harmless from any and all liability. real or al eged. In 50' 8 11 ® connection with the performance work on this project. excepting liability Sp' A 7 14 8 /¢ arising frrom sole negligence of the C-411 9O 14 PRIVATE ENC'NEER'S NOTICES TO CONTRACTORS \ 1� 24' The existence and approximate location of any underground utilities or G -nP structures shown on these plans are obtained by a search of available B~ DETIL Arecords. To the best of our knowledge, there are no existing utilities or • . structures except as shown on these plans. The Engineer assumes no liability Q So SCALE as to the exact location of said lines nor for utilities or irrigation linE- F- whose locations are not shown. The contractor shall be responsible for I O UU ? ^\ notifying all utility and irrigation companies prior to work on excavation to determine exact location of all lines affecting this work, whether or not DE TA 1{.. �► U !fir�v� shown hereon, and for any damage or protection to these lines. uo SCALE I DETAIL A ~ H \. , .g o 2 4 Y L_!� J N OETAIL /1l�-� BENCH MARK NO. 99 - B © 14 Co 14 © 14 © i4 I` 16W of 16 of)Vermosa 9 /P'S. of 9 iso• N s2o' it 710' uo' of S.R.R.R. Tracks, Fd. Drive Pin on Ir y p 3 S I W. side of Neadwa//, 4'x 4' Conc. rrP — — --- --- --- --- Box Cu/vert 3' E/West. - - - -- -- _ -______ 14 EX/STIAIG STPD _ter----� 12 13 13 12 _ _--- 230' To jeEM.4/ Eley /374.075 � I � � _ I `--sass s��---�—sssr —-- • DETAIL 'e" 3 5 ;0 Dif7A& 340' 10' 6 14 2roo' 2 6 14 --- --- --- --- --- – — __Q� -- ----- ---- ---- -_-_ ---- ---- ---- CDNTRACTDR'S L\CENSE NOTE 3 5 DESCRIPTION OF REVISION DATE 1APPIRCITY, V CITY OF RANCHO CUCAMONGA 4 4 4 I 2 STREET IMPROVEMENT PLAN pe ^� ( , ARCHIBALD AVENUE M-1--- __ ;^. NEw �El STJP/PE /MilRlClittG aEMbt 1� 160 L.F NORTH OF 12 Z� j�C O� �} V SWILL QE BY S.Od/OSLASI/ : BASELINE ROAD ARCHIBALD AVENUE APPROVED AY DATE - CITY ENGINEER R.C.E. No. R d SIGNING & DELINEATION PLAN DESIGN RECOMENDED NO SCALE N.O. uxinG NM: CONTRACTOR ISHALL POSSES A CLASS "A" LICENSE., (GENERAL ENGTNEERTNG DRAWN L.D. KING, INC. SHEET CONTRACTOR) , IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTOR'S G.N. 2151 E. "D" ST. SUITE 120-A OF 2 LICFNSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS Cr'-F, SECTION 7000 ONTARIO,-CA. 91764 DRAWING NO. ET SFO) AND THE RULES AND REGULATIONS ADOPTED PU'13) E*f ,1 THFRETO AT THE CHECKED �i;Tl4nni—`5492 IO78 TIP;r THIS CONTRACT IS AMIARDEC. /� LEf� Ir I DATE Ica C 40 IT I 40 1, 9 6.78) J ,U 4- i4 Ui M Ki CU D ►4. �6 'w T i a) # 00 KID 1 Cl hz I i t I - - 1 1 - - 1 J ru 'm (n 0I 4- (U XU CU Z _J CU TOP ------- i J- _J1 -L-11-- -- T_ Cu�b' 1: % 0.zi T 4b -A Ito ao + C4 ! (j C3 , 85 405 4- (P/ 3.66) Iq U .lej )L T + sign t 4t:lr to qZ1 v .4-4 +_ 0 CU (ii CU .4pi 4. d? N to t4 4_- CU .taa� 2 J V) I I I I J I- - ____ . - j. 1 ­1 � -1 . . - , I I - Des' -b 6%0 Im I. ;zJ %J 1106 C 1 -81 I � �• ! � ! � I I i f � � -��: I I I I l I 1 i I , , � ! i J1 fie.. . -_ � _ - __ �_ _ _ I _ I -- _ - - J _..-- _. ._ _ _ _ . _ _ _ . __ _. __ (P ' � 1 I ItA 11j ; + Top :Et Curb I Top i5X1*8; f Ecist cdr� J t qi 1 6 ti 56 CM Ad F,- -A i 11[ , - -1 t L T A J y A Cdlrt Top Exist.E st t Jfi 1 8 .- A - J V) Q 7 SC AL E. J H cm m. its 4d� IZ � , I ? ? � I } fi _ _ _ _ __ _ _ - _ _ _� _ L _ 1 � , - _ _ _ I 4 I i � � _ � _ - j _ � _ _� t L J f 1 � I ? f � I i -A. I i I �i � 1 � { � i I I I 1 � { 217 218 219 220 221 222 0 223 224 BENCH MARK NO. 99 - B CURB RTIV. 18 W of t of Hermosa e III of A= 90, k Ul R= 81 1 z EXCAVATION: 85 Cubic Yards of S.P. 7racks, Fd. Drive Pin on *8: 0 /- ;r 12,57 7 ENBANKMENT: 900 Cubic Yards W. -side of Headwall 4w4'Conc. 11A -4001 T 8.00' Box Culvert .3"FlIkest a I I A A The above quantities do not include tu &10 Elev. 1374.075 at b any allowance for shrinkage or subsidence. W tu - 3 V 0 (i to (a A. 0 :2 W Z&-WAA3rFX167' + of X 0. 61 20 01 7 lu (J I W C#,4 1A 1A/&F-0AICS' 0 z lu 1 01 .4 1z N (L Is 10 12; 0 0 P,?fC/7 open117 In 6PM7, ui 3� 11 ci IiRt 1 9 I GAT 2 0i 6 . i % C\i 0, Drill Bond *4 Z 0 2 Exist W811 Backfill rl M 40' fn 0�j Cd + d SCALE ot� W. Ci + + + 0 N V_- 0 0 Qi U 0 04 N yE EXIST A.C. 00 8 , N 6 N Vil AV Iii 0 14 A Ci t SPILLWAY '13 00,45 .1 0000 5 bq�� EXIST CHANNEL A 00-d5 I • A I F 7C,41 W1 77/dW04Yr A 54 CV7 V(�r C0 to SAW-CUl JOIN e 01AI iv LEGEND A SECTION ft 4 JL =77Z2 Saw-Cut and Remove Existing Pavement Saw _0 P1 am.". _4M CONSTRUCTION NOTES 0 BASE OF EXISTING 3 A/,T S. L 771 Overlay Existing Pavement (0.10' min. thickness) CROSSING GATE13 idol Estimated 0.5' A.C. Pavement Over 0.5- A.B. rl� I \\N. Quantity Description 0.2' A.C. Pavement Over Compacted Native Material a F 77 7,.1 P.C.C. Sidewalk, Drive Approach, Catch Basin -4'G- �•� 10.200 SF (�Construct 0.5' AC on 0.5' AB. 16,250 SF Existing MarbeliteElectrolier 14 r,- --<., :5 0-Construct AC Overlay (0.11 minimum). 100 LF (�Construct PCC Curb Only per City Std. No. 301. Jr New Electrolier. vit - 1 7_11, - I----- --- 4, - 580 LF 0 0 2.780 SIP (�Construct PCC Sidewalk per City Stills. Mos. 304. 310 and 0-Construct PCC Curb and Gutter per City Std. No. 303. 311. 0 0 16 320 SF Construct PCC Drive Approach per City Std. ft. 305. CONDUIT & HANDHOLE MATERIALS FOR ST. LIGHTS 11 05-86 P-i�o i IN AVEN E 930 SF Construct PCC Drive Approach Per City Std. No. 306. ARCHIBALD (j W I E: (�Construct PCC Catch Basin No. 3 per City Std. No. 504. STAMPEP PPC MEDIAN PAVING 5/106 _J I E Construct PCC Catch Basin No. 8 per LACFCD Std. Dwg. "o. U, 1*4 4 1 .4IT Y r �40. 11797 ILI -TRACT V40. 12532 2-D249.UCese B). DESCRIPTION OF REVISION DATE y U • ZI Illy PPRO ED 4444 OY 0 0) 4. .% k d � 13 0 X 1­� . 2 N - a. z in ri ; 1A k Z& I Ea Construct PCC Local Depression W City Std. No. SIB. 0i C3 JU It W %; I I (Case 8). CITY OF RANCHO CUCAMONGA 04 -�t zr - II.- . .1: // CA. CA PS rA A/D S IIR\ M () - ti ctk , Nt �t 1 � Construct 24* NCP (ISOM). E0, C-C. 41 76 LF R_1'(4_TyP) %i Vi 9) (6 014 it + I Ea Adjust Sever Manhole to Grade. PLAN AND PROFILE (C-i> Z, 4 tu J� I k 7 Ea Adjust Water Gate Valve to Grade. 0 s 1011 0 0 '* N 2 0 _7 IC�_A 0tv 4 1,210 SF Construct 0.2' AC on Compacted Native Material. . 16 N N A R C H I B A L D AVENUE AT 11 -2 A.•C. 1 Ea 15 Z"A.C. > N k Construct PCC Junction Structure "A" per City Std. Dwg. CROSSING NO. BBO- 522.90 49*CAP5rAA1D Wf?W 14 No. 508. ARC"IBA&D All s-ll,41," r>lAhfoAto GATES Cry-P) 14 LS (F)I­_Construct Irrigation System (see detail). 11�360 L.F. NORTH OF 2S LF Construct 36" Jacked Steel Casing (.312" thick). %94 AF01V fitStMF.CONCREM S7AA1DPZPE BASELINE ROAD 1 10 _75 W i z Water Meter and Valves to be Relocated by Others. CC. A - 78" 1 1 - To A07 low *-Fire Hydrant Assembly to be Relocated by Others. J V, - 04 2 Ea (&_9SOOL Electrolier (Coordinate with Southern California APPROVED BY DATE Edison Company). COMST TYPE MA47CURIB C . #go 110 CONCRETE �Ol iiii CITY ENGINEE� R.C.E. N., R.Q. TRACKS FF-9. CITY STO. -301 LU 0 21 Crossing Gates to be Installed by Others. D - cur vI lAt STANDPIPE f oovvr 5ilAillill 2 Construct"Brick Red" Cobblestone Stomped P.P.C. M*dfon'Poving DESIGN RECOMENDED 4f W /A/6- 4' 4Ar_-Rl //V PLACE 23 Instafil Condult and M*Ndbol* Iftterfell ftr 0i Lieftfs R,R. (�� PY-110 CA10 0-F ------ REMOVAL NOTES ���'�� SIGNAL ISLAND CURB OF-TAIL 4ArC.Ri wrrwcaw celr fi- IAI ^1�-W 4f . lAtsrALL 1211CAST lRoAl S41zw GATE AT sArI cAPSrAA14P IN Awl AcAr -T EACH 4ATERAL C WAr6RWAA1 CS 0-q DRAWN L.D. KING, INC. SHEET No 54--A�LE- 1* C0111vA4_rA(r) oPeRArIAl mAAIIIIII ro I 2,SSO SF Remove Existing AC Pavement. -IRRIGATION LINE DETAIL EXrEAID rO rOP Oc SrAND,01,4W 230 LF Pemove Existing PCC Curb and Gutter. G.H 2151 E. "Di" ST SUITE 120-A OF A t I , I!,CqqQ I I 1 I I T ICU ONTARIO, 91764 SFdS ,Il #1 op"al to stv Z01,91? ow NO SCALE covcRcre VASE 3W'emlm) otA- x1dwrAll 300 LF (�C Remove Exi sting AC Berm. CHECKED ? DRAWING NO. dz,r v 0749 17 Ea (D-Remove Existing Lei Trees. 17-413 2!i0_t9 1078 900 SF (� Remove Existing PCC Drive Approach. DO LAS H. MAYS-R.C.E.21062 DATE