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HomeMy WebLinkAbout2151 BENCHMARK • • Found brass B E Avenue,SURV BM 700-34" at the southeast comer of 8th Street and Baker 1 ft. south of beginning of curb . Elevation= 1137.86 0 BAKER AVENUE GRADE CROSSING' STM MN GENERAL NOTES: • • i l pipelines I , water meters. valves, fire hydrants.NORTH OF 8TH STREET areas where improvement work 'is to be done, shall be removed, relocated, or protected in place as etcetera, shown or not shown on these plans within the right—of—waylimits 'in adjacent i required at no extra cost to the City . • Any Contractor performingi `ect shall familiarizei 1site and shall be solely responsible i ifacilities 'Indirectly operations, whether or not such facilities1 • 3. The Contractor shall reconstruct, replace or repair existing structures, pavement, curb and gutter, utility lines 'Installation i • TrafficRANCHO CUO " C AAk MONGA 4. I maintained 'in accordance With the State of Califomila Businessi i , Department of Transportarion Caltrans ) wState of Califomila Manual of Traffici "Maintenance GENERAL NOMSO Zone" . •) 1990 Editon, the specialprovisions and in accordance withphasing • Drawingsplans. Traffic control and safety devicesll be placed and maintainedsatisfaction Specifications for Public Works Construction. (Green Book). 2003 Edition and Including the 2004 Engineer. No such devices shall be removed or relocated without approval of the Engineer. supplement. > Prior to i performing ` submitshoring drawings Public and Private utilities and substructures shown hereon are from available records. The C) the City Engineer for approval, if such shoring does not conform to the State of 1 1 ' responsibleContractor shall be protecting utilities o o withinI S x _ d :'• 1 1 limitsconstruction E I responsible .. SHEETINDEX drawingsIndustrial safety then shoring calculations and 1CaliforniaRegistered construction operations. JtCivil Engineer. ti 'R. : ,` .Ra k�4 ._ � The Contractor shall notify Underground Service Rd y _. b+ Yds„., es two ;.... � ... ,,,. ..H.: ,$� .��.. ..R. ''*_-, k„..ca- x ,a �� • 1R.C.P. • • ® • • _.R:_ �_c 1 1 1 11 • following aC wa a ,. ,€ : • • • a ! working ._,.s > e F a .:: w _ Vim,. _� € TITLE SHEET I I 1detail -rInches the AAr n, _ �, PLAN • • I 1 diameter 1 1 • t Southern California 11Co. The proposedY (800) 611-1911 EMERGENCY ONL .: .: s.r.»I,:3- .. ^”!.t y ., y\...^ems:6.. _ m r .. 1 1 I 1 I m " k Southern California m C„': , . modification shall be approved by the City Engineer. -RoUt ' 30, 3. STRIPING PLAN 00 427-2000 hF� �!! aM' e. 'r all Ver®Souu. R Rm�11 TP, f ae,> 'fir: r 1 • 111 I t 4 • m Stella . • • neer or representative. Co.zon Charter Comm. Jun Capalone., 51 343-5171 j►` >'"e �; , verified1 1 Y 909 987-2591 Cucamonga Valley Water Distrid EMERGENCY ONL FJAJ , x,� f ! 1 1 rN .:' -_ E 4 t notify m Cucamonga Valley Water District Russ Silva 909 483-7440 {sCC a ;a` t t 3to the placement of base .,,. _ ,. _, materials a in ti V 4. The contractor shall ty of Rancho Cucamonga Police Department The City of Rancho the City Engineer for approval prior Cucamonga Fire Department and any affected school di 72 hou rs prior to construction 07 1 19. Paving replacement along the trench shall be per Section Pavement Replacement Detail. ` strict, T 1 k_ <� 1 see this p¢g kF gt­ For *Inspection of thi project, the Contractor shall contact the Public 5. Is Works Section at (909) 477-2740 ext. 4075, Monday Thursday, and at least two working days prior to the construction S quantities Estimate of i provided Engineer solelyiContractor. The start g � 1 • . . • • • v_ r e eb 1 1 1 1 1 . Any _ __. ___� _____. _.______. __ «___rem_ 10 ie C. =' l r ^`(� 4 urs.,i € '` z t • 1 I 1 1 t ll t in the estim e of quan es �kat titi permitI 1 ' , withinencroachment i IF a 'R _ E � 1 1 i i • x or t • i • • rictions with catch ; drawings It Projec �_« • 1shown on the � '- r s 7. i 1 'unctions1 • � �lj�>. im • x _. -- __«___-_ ..______ unlessDuring the construction operations at least one 12" lane in each direction shall be provided for each 11 1 1 I 1 1 1 1 II ca e r I 1 i • 1 1 11 t 1 ww_mrEg „ E1 t 1 fields t E 1conditions. shall ;4 remain •• • � 1 I 11 r 1 11 1on of The Contractor shall familiarize himself with all underground utilities, ' " = i • . . • rg pipes and structures, and shall error and omission discovered during construction, upon request the qui plan 1 1 n ll be take sole responsibility r repair/replacement, rsaid,underground ' LUpromptly i i i r 10 utilities, • pipes • 13. Work i I in a neat, clean, and hazard free. orderly state • Contractor shall verify all conditions dimensions i i t I Inspector. commencement of any work. All discrepancies l r i i immediately City. NOT 70 SCALE • ' I Bidder's I ll WEST EAST possess any and 1 li , i I i all applicable I i 1 iIncluding limited to a Mass "A7 License (General Engineering Contractor) sufficient to cover all the work to performed by the ® i i provisions r! License 11 -. li 1 i i , 1 • . 1 I I r SWAM thereto.pursuant SMACE OR CL PCC PAD FOR RR TRACK �c 1 fey 1 ll 04 Z4 d. 83% TO * Iexistingill i i j ll be referenced and reset by - the Ciiys Construction Surveyor in accordance with Section 1 A Monuments found by research of it i 1plansG and described as follows: EXIST1NGREMOVE RESIDUAL CURB & GUTTER I JOIN FOR Y LEFT BY COLD KANE Found 1 ACE PROVIDE R)LL DEPTH MM i i intersection r 4 • 1 OVEWRLAY JOINT DETAIL NTS SPECIAL 1 ` 4 • I I • REFERENCE GREEN BOOK SPECIFICA TYPICAL CROSS SECTION CONSTRUCTION NOTESMONS 302-9.6 1 REMOVE EXIST. A.C. PAVEMENTBAKER • 00_� 9,v- CONSTRUCT 0.21' ' • — NTS OVMLAY ! ASPHALT 60LOL-IN HOF MIX :�:_ . , .w,. _ 0.12s COLD PLANE WEST EAST (50.;-- CONSTRUCT TYPE (A2-8) • • • 104 1— 104 ! 7 CONSTRUCT 24" RCP STORM DRAIN PER CITY `® 1 ! LEGEND ! y ' Y 'ES CONSTRUCT 48n RCP STORM DRAIN PER CITY • • , 1 OOOD '! ! • ! MODIFIED ASPHALT RUBBER HOT DESCRIPTION OF REVISION DATE CRY VARIES 10 CONSTRUCT HEADWALL WING TYPE PER SAN BERNARDINO COUNTY ROAD DEPARTMENT STD. 209 APPROVElk. 1 1 L I • I121 COLD PLANE s W 1 I ! ! ! ! 310 AND 325 \�z 1# (W=69) P.C.C. I • 1 CRY OF RMCHO %;UCAMONGA -Z A.C. PAVEMENT IES �- 13 CONSTRUCT . , r 0.1 7X TO; 14 CONSTRUCT ACCESS RAMP PER CITY sm. 102 OR AS FIED PER PLAN \;=�•�\..:..Wit..,\'.,`� a`\n��-,o.\, ^,„.`\\?3�\\s:�\�;�� THICK00% f-Z I VARIES 0.28X VARIES TO 1.24X {f TITLE SHEET ------ To 3. 17% 15 CONSTRUCT JUNCTION STRUCTURE NO.2 PER CITY SM. 331 \. BWO? AVMUE GRADE CK" Ob"S 1rN`G - _ @3E&- ..... rix f.= ��r_ '<r°tt;. �z.x I SIING //�� ~ //gyy �q °4�° e d <qC,f°0 ;Moe °00 MO q°u'V/�� x a::i:$R� $'�$ a pt17 SAWCUT@��_^eN°.n 0° Q `.�... Bx .r. EXISTING 18 CONSTRUCT HAND RAIL PER CITY STD. TYPE B SURFACE Underground _T 5 2 16 Q '@_ ?)Z--- ' 1 Service ------NORTH OF- 8TH STREET , ENGINCITY ' Calk LL � - . 1 CAL A2 AIL 22 0 ` �,, CROSSING26 PAINT RAILROAD 1 -800-422-4133 PAVEMENT REPLACEMENT DETAIL @- �. DESIGN PLAN PREPARED BY: • 24953 PK :. 27 PAINT 12" LIMIT LINE AND STOP LEGEND — CITY OF RANCHO CUCAMONGA CROSS SECTION FOR BAKER TWO WORKING DAYS BEFORE YOU DIG28 INSTALL R-7 AND TYPE K MARKERExp. 12-31-07 10500 CIVIC CENTER DRIVE AVE. RANCHO& DRAWN CUC ONGA, CA 91730 BAKER • L PER CALTRANS SM. PLAN A24C 1� '` PK 1 OF 4 . I I -­ "I I I—-- -11 11 � I . 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PP ,I - � - / , ON TRAI K � - -C, I I AT STA 12+14.48 .I, �;� ­ __ :�­� � dsw� ��_�_ I �� , i ��� ,_� ��_ � P / "_, ll�- / 6 9 . -&---a= � dw� 40002� � Gnwffiv� Mwl� - - x - 10 � � .— --- — — __/ __\lN I _� 12 SEE BLOWUP 9 M'PT. 0+65 \\ /ir " DETAIL B ON- ` 1 5 JUNC. STRUC. D; Aw—ImowfiffifMir- _afis� — __ ."\ // SHEET 3 1 NO. 2 >_ - e/ , 11 I SrA 0+69 > . 6 ! \\ I I I 0 cny � SEE OVERLAY JOINT UrD—Rr.P 0 N CONSTRUCTION NOTES DESCRIPTION OF REVISION DATE / !� , X i 9- . 0 . f 17 1 / DETAIL ON SHEET I �: 0 w- '* �E 0 APPROVED: V, � I 1,1 . I / w . ; I I U 01 I--- 1 REMOVE EXIST. A.C. PAVEMENT mmmffillmmn� ili,li�ili�,,�'i'�'l�ll�ill�iiiiiiiiiI I I !l * ti 0) w (n 0 + > T I 0.._-�z . I I f ('R 9 I - . eq 1* 4t J� Ir- * 0 * T_ - Ir- I . I If _w . co o 13 . U) 93 2 CONSTRUCT 0.21" A.C. OVER 0.33' CAB. PER CrFy SM. 100-A + 61 C4 w 0 9 . 9) ,@_ - I I � I I to C� r- + - 0 CITY OF RANCHO CUCAMONGA I + M + 80 in < I �n 3 OVERLAY 0.12" ASPHALT RUBBER�--�-�'lli�,ililill�l!',�Mk-.-"HMYI,coo,Ra"-rs T_ X v- - V_ 4 ;t Al bo-� -; , 0�_ Q) g I I V_ w- Z 20 I + W_j 1� i: %_ 0 C4 15'* < R V- - 9- I- M 9 0 4 0.129 COLD PLANE i - 0 00 w- Z I I . Ld z�� 9 H - 0:: 0- : I t t� I v m w I < 3 9- � .t < 5 CONSTRUCT TYPE (A2-8) P.C.C. CURB AND GUTTEll PER CTM STD. lo4 I I I wo j 1� 45 P 9.._�_"' Fftft r� M 9 6 CONSTRUCT TYPE (Al-8) P.C.C. MEDIAN CURB PER CITY STD. 104 � i ,0_ 00 11 I RMP DOW 7 CONSTRUCT 24.0 RCP STORM DRAJN PER CITY SID. 341 TYPE I g, 1250D BWER A%TNUE GRADE CROSSING I I I L_&MAX SLOPE 8.33% 8 CONSTRUCT 48'p RCP STORM DRAIN PER C17Y SID. 341 TYPE 1. 10001) 9 owllkk CONSTRUCT LOCAL DEPRESSION PER CnY STD. 307, H I=0.25`9 CASE B OR AS MODIFIED PER PLAN 0_4 10)__ CONSTRUCT HEADWALL WING TYPE PER SAN BERNARDINO COUNlY ROAD DEPARTMENT STD. 209 NORTH OF 8TH STREET 'I.,,kft.10, ___ � ___l_,___�, 10 11 CONSTRUCT CATCHBASIN PER CITY STD. 30OP 304, 305v 3089 310 AND 325 . 4 U00-�1%,_ XX PER CITY STD. 103 (W=611) ,qvtoF I -- APPROVED BY: I OZ`!3�-CONSTRUCT P.C.C. SIDEW CrTY ENGINEER DAIE-i ff. X e_ I =-,- q s — RCE: 24953 — 13 CONSTRUCT ROCKSCAPE PER CITY SID. 542,, CASE I 0.101 . ,_,_-"_ c- 2i — (9-14 CONSTRUCT ACCESS RAMP PER CTTy SID. 102 OR AS MODIFIED PER PLAN ft , DESIGN PLAN PREPARED BY: � No. 24953 z a M 15 CONSTRUCT JUNCTION STRUCTURE NO.2 PER CITY SID. 331 us PK 0 @5_.., 0 Exp. 12-31-07 — - CITY OF RANCHO CUCAMONGA SCALE 1 =20' 16 MATCH EXISTING 49 * DRAIIIN - 17 SAWCUT %.- cliviv 18 CONSTRUCT HAND RAIL PER CITY SM. 602, TWE B I le.or CA%,%*Or; — PK - 2 —oF-4 - - , 19 RELOCATE CHECI(ED Rr.F. NO— DRAWM NO. I — MP DATE ME NO — 2151 __ ____7 .....-.J— __ ... T -__ll i _-?_� -l___l __i - ------ ,-,- -71 -,-- __ ­ __"_- ! � --,-,:-, 77 ____,_+_,___ �- - ........F­..�� f 'l'_'_­,_l_l i­­­-[_-_-_':-,-�, Tl_____________: +____+_____h �_ I t,-- 1--__ "' -"-",- -1-11.111,--11111 -v ­_ -­­" 1_11___lll+l______ , _­­__,___ rl _�-----!----,_��---;-_-_ tr-�A;, - - _- -11111- --111- , - -11-1-11-1-1-111-1 171"- --1-1-I--."- ­_�____ ,__L-1-11,79 ____----,- 1�1, __ ­_"- ______�____ .__ BC .4 [.7-__"__,__ .__+­-, -__ 4 a V_1_� 0 V" :h g I it �nj 9- �k � ­-­- -----�....." I I— -11111-1---"I", I I ------------ Found brass disk n concrete curb stamped *SBCO =77r= Street and Baker Avenue, 1 ft. south of beginning SURV BM 700-340 at the southeast comer of 8th 0 cu re um. Elevation= 1 137,86 7t7= P=: 7 Ur713 7 T_ 4-7—.------ —EXISTING SURFACE 15'± REMOVE METER BOX BY SCE 7 1.5 13 Ix ----------- _77 10 -4 ---------- I-:,-r- —4 D ETAI L A NTS CONSTRUCTION NOTES J_IT. REMOVE EXIST. A.C. PAVEMEW :77 CONSTRUCT 0.21 A.C. OVER 0.33* C.A.B. PER CITY SID. 100–A 0%(3)-- OVERLAY Ool2e ASPHALT S'T E VO 4 0.12 COLD PLANE ---------- CONSTRUCT TWE (A2-8) P.C.C. CURB AND GUM PER CITY SID. 104 �7t L------------ CONSTRUCT TYPE (Al–8) P.C.C. MEDIAN CURB PER CITY STD. 104 7-7 ---------- CONSTRUCT 24ft RCP STORM DRAIN PER CITY SID. 341 TYPE 1, 1250D CONSTRUCT LOCAL DEPRESSION PER cay SID. 307, H 1=0.25 CASE B OR AS MODIFIED PER PLAN CONSTRUCT 489' RCP STORM DRAJN PER CITY STD. 341 TYPE It I OOOD ...... �.O� CONSTRUCT HEADWALL WING 'TYPE PER SAN BERNARDINO COUNTY ROAD DEPARTMENT STD. 209 z...... Qq— CONSTRUCT CATCHBASIN PER CITY STD. 3009 304s 305@ 3089 310 AND 325 + ...... -------- Q�)— CONSTRUCT ROCKSCAPE PER CrI`Y SID. 542, CASE I 7=7#= 2 – CONSTRUCT P.C.C. SIDLINALK PER CITY STD. 103 (w=69) CONSTRUCT ACCESS RAMP PER CITY SjD. 102 OR AS MODIFIED PER PLAN 15 CONSTRUCT JUNC71ON STRUCTURE NO.2 PER CITY STD. 331------ MATCH EXISTING T 117 SAWCUT HORIZ. SCALE-- 1 1 0 69 I 8 – CONSTRUCT HAND RAIL PER C17Y SID. 602,, TYPE B -7 -------VERT, SCALE- 1 =29 REI.00ATE L E_ REMOVE EXIST. AC AND CONSTRUCT 0.1 2' ARHM REMOVE EXIST. AC AND OVER .21' AC. SEE NOTE I ,,CONSTRUCT 0.12' ARHM OVER .21' AC. SEE NOTE 1 8 VARIES L* 4 VARIES 6 TO 7' 6 To Be 0 0 TiiAcK MW wym rt 0= SLWE I ! e i 0 4 d 0 1 S dOiS RMr DMN SUPE WV wi d TREE ffo G 04 VIM -1 VL CL Y_ EXPANSION W, CURB AND 9+00 1 0 00 1 1+00 1 00 JOINT Bit GUTTER CURBAND 14+00 FROM BASE RAILROAD GUTTER PLATE ON SIGNAL 8 (A I I 5 ALL SIDES cn-----@ �3 AGA KER ST,11 PP 5, PP BLOWUP DETAIL B BLOWUP DETAIL C NTS to OP STOP NTS F VARIES 6' TO 7'Ct OF RAILROAD TRACK 10, 5 NOTES- 1. The surface of asphalt shall be in the same plane as the top DESCRIPTION OF REVISION crrf 59 RAILROAD of rails for a distance of two feet outside of nearest raill (or up to DATE AppRUVED.. SIGNAL the outer edge of the precast concrete panels) for either multiple 0 or single track cros SME 1 =409 GROOVE sings. CITY Oldwom RANCHO CUCAMONGA S,D. PROFILE AND STRIPING PLAN 54 < 4 BIAKER AV E NJ E GRADE CROSSING !E STRIPING NOTES PAINT 4" DOUBLE YELLOW CB4TERUNE WITH TYPE ODO MARKER PER CITY co x NORTH OF 8TH STREET SID. 133 AND CALTRANS STD A20A DETAIL 22 —.##- A# TY1r_'%0ICAL SECTION dAggIFESSIR/0 4. #� 26 PAINT RAILROAD CROSSING PER CALTRANS STD. A24C APPROVED BY: DAM,@_ CITY ENGINEER 'O 27 01( 1121 ;//,I RCE-0 24953 PAINT 12'0 Limrr LJNE AND STOP LEGEND NTS pr-W - 28 INSTALL R-7 AND TYPE K MARKER @_ co DIMM PLAN PREPARED BY: RECOMMENDED PAINT SYMBOL PER CALTRANS SM. PLAN A24c No. 24953 z M -ft PK 0 Exp. 12-31-07 CITY OF RANCHO CUCAMONGA 49 DPAM Civl\, RANCHO CUCAMONGA, CA 91730 or CP,%.%* PK 3 aF 4 — CHECM R.CZ NO— DRMM W. MID DAN FLE NO 2151 77 7 8 2 off ®®® t d m VV a � 4w-WITaock- �11_lwumvo 3 f wv ti i 9-t __ � 1 1 C2 0 11-x— � 13 0 14+ 00 I _ 1 Cl z 'BA KER S T p 7 F INTERSECTION �� ulpp s _ gyp^ l � T. BOWEN ST. SPECIAL C5 (LT.) C5 (RT.) C5 (LT.) NOTE.- cl UIRED FOR THE CLOSURE TO BE BAKER m « DIRECTIONPLACED PER AT - �.. I N ST. C3A _T_ DETOUR RAILROAD TRACKS C5 (LT.) AHEAD CLOSED C-1 0 DATE TO DATE < > c� L USE DETOUR SPECIAL B ROAD 8TH ST. h- Aft--Aft Am EMN—da—19ft lift AM P, w W� ROAD CLOSED _JL C5 . ) SPECIAL B ROAD CLOSED AT TO° ) "RAILROAD TRACK THRU TRAFFIC-,SPECIAL A F BACKGROUND-TO LOCAL TRAFFICINTERSECTION ORANGE REFLECTIVE Tvr'% 6TH ST. ONLY LETTERING: BLACK (TYP.) 4'x8" PLYWOOD I LETTERING. GN PAINMD ORANGE Wrni 6" BLACK SPECIAL B [-BAKER AVE. LEGEND HELVE11CA LET It TYPICAL 'A rl. WORDINGF EKACT WORDINGDIRECTED THE CITY. SIGN POSTS SHALL BE 4nX6" WITH 360 (MIN.) (LT.) DE70UR (RT.) D ETO U R EMBEDMENT BELOW GRADE. DETOUR ROUTE VICINITY MAP & DETOUR ROUTE 7 < E=TOU R l l l i NTS HA TYPE III I l l 9 1 END l l MKER AVE. B I I I I I I f l l DETOUR TT CONSTRUCTION NOTIFICATION SIGN PER DETAIL "C-1" I IAT ' TMCKS 77 SIGN ON ,a WOOD POST l ll l l l l l l l l l l l l LOSED TO AT o l w f OATE) 'ODdkSoft ALTERNATE ROUTEl l l l l l ► l l GENERAL l l l l NOTES: INCONVENIENCE _TF 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL PROMULGATED BY THE CALIFORNIA JOINT TRAFFIC CONTROL COMMITTEE. NOTES- 2. CONSTRUCTION OPERA11ONS SHALL BE CONDUVTED IN SUCH A MANNER AS TO CAUSE AS LITTLE I INSPECTOR PROPERTY OWNERS AND COMMUTERS. « THE CONTRACTOR SKALL INSTALL THE SIGNSPRIOR SIGNS,3. THE CONTRACTOR SHALL HAVE ALL DELINEATORS, BARRICADES, °F TO ENSURE PROPER FLOW AND SAFETY TO TRAFFIC. CONSTRUCTION. F ® ALL ADVANCE WARNING SIGNS SHALL BE REFLECTORIZEDI F THE SIGNS BARRICADES, REMOVED AND DISPOSED OF BY THE CONTRACTOR. 5. a I :JA ::::: n CRY A) RUBBER GUIDE POST TUBESDESCRIPTION OF REVISION DATE APPROMM' F ORANGE IN COLOR, WITH WEIGHTED BASES OR SANDBAG RINGS AND SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES, F REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR CONTINUffY. CITY OF RANCHO CUCAMONGA B) TYPE I OR TYPE 11 BARRICADES MAY BE USED, I ION TO THE RUBBER GUIDE POST, AT THE DISCRETION OF THE CONTRACTOR, WHEN THEY ARE INTENDED TO PROVIDE ADDITIONAL EMPHASIS IN AREAS WHERE WORKERS ME PRESENT. TRAFFIC CONTROL PLAN BEACONS,C) FLASHING YELLOW I BARRICADES. Ml\6. THE PROVISIONS OF THIS TRAFFIC CONTROL PLAN SHALL APPLY UNTIL COMPLETION OF ALL PHASES OF THIS WORK, WITHIN THE PUBLIC RIGHT OF WAY. N NORTH OF 8TH STREL7 7. ACCESS FOR LOCAL TRAFFIC SHALL BE MAIWAJNED AT ALL TIMES. ..... ®► APPROVED « W f oL__J L__J CITY ENGINEER z 14 1 z/,6,71 RCE: 249M FDEETr AI CONSTRUCTION NOTIFICATION SIGN No. 24953 PLAN PREPARED BY: PK C- 1CITY OF RANCHO CUCAMONGA .74\7 Exp. 12-31-07 10500 CENTER CHC CUCAMONGA, CA 91730 SHEEr