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HomeMy WebLinkAbout383 } BM No. 22 GENERAL NOTES 'Ai Chiz square on curb at curb ret . Ar'ehibald 1. The following City of Rancho Cucamonga standard 'r at SWC Church and Archibald. drawings shall apply to this project and be a part Iti1 k --- ___—_-___.n - ,- —- of thisplan: Std. #201 Std. #403. 2. The contractor shall familiarize himself with the /275/V job site and shall contact all utility companies for location of underground lines before the start k - 1 of any work. ' �1 4 Ea! E.P. Norfh � • AU X11 19 �) 'ji EX, 5urf7ce 0/.9 (�� —'Qa3910, ^ b CROP,2b �0Ay 4 _ Ex Al- Norf/i Cd6• C �► 1 G 9• — I t�k � t � -� 61 • J* 2, EX. SUr�OCC Of!� (b ' •� —_ 2 • W ; 9� 1 ,�� '� PROPOSED PROF/LE 3 I 3 ( — — �I ki hX f.L..5euffi A.C. /275 5 ;^ r Berm — /270 jg °� N PRcY�S�O So.E.P. ICNOIC-11ZE '� '`8 In ` v �,tk t'� yoNVI 1170 5 ESTIMATE OF QUANTITIES k 1. 42V0CAJ S.F. (630 Tons) 0.20' AC Base Course tj 2. 32P,222 S.F. (294 Tons) 0.10' AC Surface Course 3. 9,730 S.F. (73 Tons) Var. Thickness AC Overlay STA. O 2 3 ¢ S 7 8 9 io 9TA, PROF/LE SCALE 4. .9,373 S.Y. AC Pavement Removal I ctS // -- 40 AOR/—W. 5. 1 Each Adjust S.D. Manhole to Grade o�� —_ — fRf AY.NFirfh C. 6s N o / 4 vERr 6. 63 L.F. 8" AC Berm V TypeI265N E - — - � C � � _ EX. EP• Norfh � ap 7. 'T Each pe "L" Marker , 8. 260 S.F. (4 Tons) Reconst. Ex. AC Driveway fJr 5urfoce of {64fv N ♦�'t� ——— — — — —— — --- ———— -- — �, 9. /5d L.F •�'RAFF(G STRtt�E Z ` 5arlbce ale { {�f b;l ,,� ----- --_.-_ _____-- /260 Al fv 14 _ EX. E.P. Sou/h � '� � '�• .'� � M /2655 �b`• � - -- - -- - - _ ___ - f Cbl (bb's 71 STA. 70 7/ A? v /,� c - / /5 /6 /7 8 /9/ !• g 0 2/ PZ .STA. o ^ v o � � a � �� • � o v v 'M 'Z*IN v kUE 1..� - 1 �.t► L C � ^ EX 7 I ��( --e•, �M.N•/!�►r Gify Sfd No.403 y 2 EX,ER� .v• � i k Q 2 CHURCH ti Z ,�y STREET '.' 14 0 / 7 4 6 CONSTRUCTION NOTES I y U Q _ 4 i _ - A C Derr►Z/ 1 i '02 $ li q 1. Remove Existing Pavement O * * sE �I } 2. Construct Asphalt Concrete Pavement: ( i lst Stage 0.20' Type I13--4000 AR - AC Base Course ' 2nd Stage 0.10' Type IC-4000 AR - AC Surface Course Ci rEx. Cf C? _ . I 3. Construct Asphalt Concrete Pavement Overlay: 3 Type IC-4000 AR (Various thickness) 0.08' minimum. N' " q NI v a 4. Adjust Water Valve to Grade. / a \ vVj v 5. Adjust Storm Drain Manhole to Grade. y V lu W 3 e 6. Reconstruct Existing AC Driveway to match Grade: �' �+ 1418 'H STpEET V 14 a 0.20' Type IB-4000 AR - AC as determined by Engineer. v e. /7 vi I 7. Saw Cut. - �' rn 8. Install 8" AC Beam per County Standard No. 117. 4 J • C¢4 3 b W C U I I v 9• Consf A.C. pver-loy - x.10' Type I e-4000 AR. %Z U 2 V t ( i hi O C I ! %Z i io Q I.h W J M C.A cf. —�r J yr.V• n - - 6 0 _ � EX C e!CS M � EX EP ?l �, � CITY OF RANCH O CUCA MONGA 1� 7 � (s� s � Z /s �� _ /u .�� f�'"'' ie 2 / 2 / 7 CHURCH STREET 7 O PLAN AND PROF/LE x.E os t `o - o CHURCH 5TREET EX. c.& ,f Widening & ReSurfocil-py Project gJ From Archibo/d,4ve, to Koh( .4ve .� Ako EC S/TE, W a /B' �V v APPROYEO BY 10 b 3Ir ATE /0 h ClC/TV ENG/NEER R.C.E. /VO. 23889 Al 9 Q Q �b�nQ o , DES/GN L/Nv/LLE SANDER50N-HORNc�ASSA! RECo'1'/^'/E^/DED p0 _�bn L.P ,� - � � �• � 0. � of K N L. 9587 ARROW RT. 5U/TE H larE /L L� [ Lim / ./ RANCNO CUC.4N10N6A,C4.9/7,f0 `———— —— _. --_— DRAWN SHEET szni��u BLVD --------/- --------- L`T —��r- 0.26' O.P7 ----- �� `_ PHONE (7/¢)- 980-/2// l�J © j-'-- Rdriac.e r4144i O.Zo' Base CovrSe V1C1A11TY 44AP AIM. TYPICAL SECTIOAl ' 6rA e405 7b 7-432 7YP/CAL 5ECT10�I -5rA 8tZ6 to /.3,00 7MUL B�WON t9TA 13471 to 13+60 TYP/CAL &EC770AI-STA 13+89 to 23 A08 L'NECKED &eA1N,6r11 .. L//Vi1/LLE-R.C.E NO.20300 DRAt?v/NGZNO. OA TE ly/8O i/LE Vol O-Oi5 J J F A BM No . 93 Chiz. square south curb ret . ; h SEC Highland and Hermosa 000N. �4 1 A _� ` �yC `_ _ � /�oJ•70,StSG� Tc� Of'.D/kG /g'of'i/C ',� l (• EX. E.P. Norfh O l'� -- -'- — _ -0.62/7oo ^ .0 ��'�' — — EX. E.P. Nor//7" — /500� �► e�^h -� — — '� - � . � � � , 1 (°0 EX• 5ur�oce of �q' -0.6,901 C5 . Z --� • �_ EX 5urfoce o/it y� — — — _ b l bg 7�w -- fOO5o N �� $�'� /48.5.9 + T4e - 70 - t � Ir/. E.PSou/h �� ' ^ l°�3 _-~' :� 0.cao (. .0 � n 7e V' V `oVIS Ilk A O 17 21 0 \ O h I\ O + Toa of ExsfinG A.C. hlke 3 a * h �� h oP h �' �- ESTIMATE OF QUANTITIES T A.C. Dike l°r /G -D.62 y EX. E.P, Norfh o �* °0 N N q1 K _ -- . — — 1 . 3 ,328 S .'Y. Pavement Removal A0465 Al. 5�b - �'4.5/o h� p ty 4 �`\ /¢85�• 2 . 61 ,9S4 S.F. (465 Tons) 0 . 10 ' A. C. Surface Course O � fib/ h� � F.L. L. � 6 �h' b� , n O N E pP` F l ib 3 . 34)464- S. F. (SM Tons) 0 . 20 ' A.C . Base Course O �0 EX. 5urfoc'e 0/.0i m Q 0 3f ^ �iq h °? tiJ 4 . 1 ,102 L.F. 8" A.C . Dike O� Nati SG$ �� /4850 S . 1 Each Catch Basin s; Local Dep, k k� h� OQ I 6 . 4 Each Adjust S.M.H. to Grade 7 . 325 C.Y. Roadway Excavation 85 6 Ea, Fp SoUfh '�vi P`eoffs .To .J�Oin 9. 3 EA. Type OL' Marfce� L /Dr0 VC. - B3.76 P.I 9 N � r�, 9 IS L.F. Tia rpic Sfri pe -N W n oW -o•¢si� +0.40'/0 ^ �. 0 n ��� • , ✓.c. es Pr. /7 /8 I 19 ZO 2/ 22 Z3 24 25 2�0 off (, H o�c _ D v -J 0 W 3 r3 J� � v Q C N Q W o I N � d Y Widenrn75 fo 119 �, 0 O ., ___. O r It O./O AX OvEZ4AY---) �+ _ �"' IH t ,a j �s it H/GHLANO A VENvF Ex. 0- r-.M.L.EW Q Remove Existingq R me/nei!/ WATER Lave n WQTER .L//VE Remove Exisfirx� .4C.Povcmenf and/4610// 0,36' A.C. /b✓in9 NOTE Ti'e Reifbroenz".nf SYee/ To Ex csfii7� R.G P. `t fir Tyoico/Sec/1611 ti All Rein{'oremef - i0E4 06 P--% @ I2' D.C �ffj �! y X09c In Top And Sid- Nb//s , �+ y r /9vV/de 6r /9"Aio 11 + p� 'IN + n �lJ �, �• i' oae 7/V M C.,8 fo ti• D� 0 00 IN. G Q Exisfir�p -�Q C.P. �� h�' ` 'd \ 21X' � f//6MLAA/D vE Q �' 83'y - - Y � � `' � •,; � / �.. ,fr• �, � � C � / � •( ..�/ � SpR,NIG k � . � /9'oJecf Ai-eo Exisf 48"RCP. g e,. Q 1 vt h JC AC.Di Ke 1 AC. Di Ke L/NE 4 •A+Q h d. o v W � �' • � � � - • _ con cone. � 1�'F�'� � '� .v I /9n`'� Sr Saddle ((e Mln. / I N I Z Ilk %j W N 6 �ee ep r Q "Loco/ Qspre3.sion' ThlcknesS) J N V -, I w I 1 ui R I 3g W r 8 I PcAw SEW SRO Y r ,1 Yiciw�ry MAP FILF EW f W i a. 4 - t� h CA BAS/A/ DETAIL -- o (Mao.) ' Q t ` PER S.B co.G STD 2 �1 Kj r £ EX/Sf A C AlAe E,risfin 39"RC.P. ��� , ,QC Dike 4`Existing 48"R.CP. e 9 y' N �, Exi3fi 48"/PC.P. � A.C. Dike Rio E Exis �� m�nt� / A'vE/V,lJS Cl T Y OF RANCHO COCA 1V10/I IGA PLAN AND PROF/L E r en 8'from — srnove . �bvemeo Gro e' to O aII7 X RIGH4 ' / A VE UE H N NOTE � EX15'j; LDDP �E'CEGTORS FoR ,�� ` \ � . & �, -TRAFFIC SIGNAL To BF- REPLACED Widen/n9 & ReBurf'oe n9 P/-,o � •°'$ � W � BY oZ'NERs • �, ubr�ea 16nes Q h Q From Hermoso Ave. fo Ho very A ve. � v a 7'lo 8' // to /2' g � �2' 9' 9' h C APPROliEO BY DA TE �Z-Z-8D ti fi k \ + u C/rY ENG/NEEiQ R.C.E. NO, 2..889 O./0 A.C.fbvemenl � 0' 0• 0' � � 4 OR /.5 /Slope h N C P DES/GN Z1AI 11-LE-SANDER50A1-HORi1&A550C. RECOMMENDED Over/oy Tyoe IC- [e�•ec L;,ve __ ___ t� 9587 ARRON/ RT. 5U/TE'N" — —— 4000 A..2. a6o' LEX/5 f R� 6-B- Dike per 0 5, ORA WA/ PHONE 7/4 990-Al s.B. Co. ST� i/ � RANCHO �CA�ON�A CA. 9/730 5 yEE T I Const 0,10'r,oe rC-4WO ,4R Sue{oce Coursc TYPICAL ROAD SEG ICAJ y Stn. O.f¢Q to Sfo/3 f 7 over D.20'Type IB 4Qa0 A2 A.0 6oae Course. No Sm/e TYP/CAL ROAD SECj/Oil/ CHECKED D1?AW//V6 NO. SIO /3f 70 fv Sta e6,,40 KENA1,Cri/ N, G/NV/LLE•R.C.E.A/0,10300 NO sco/e. aArc e/go A'/LE AV.ff0415