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Home My WebLink About1921 BENCHMARK AL Set " brass diski "Cilty of Rancho -7 Cucamonga BM 10054 1987" at northeast corner of Base Line Road and MillikenAve., at west end of basin.catch Elevation= EXISTINGBASE LINE RD. PAVEMENT WIDENING AND REHABI'LITATION CONSTRUCTION NOTES • PAVEMENT AND/OR BERM FROM VALENCIA AVE. TO MILLIKEN AVE. AND 2 CONSTRUCT 0.35' A.C. OVER 0.50" C.A.B. PER CITY STD. 1 00—A 3 CONSTRUCT TYPE (A2-8) P.C.C. TER PER CITY • 104 4 CONSTRUCT TYPE (Al—8) 104 P.C.C. CURB PER CITY • 5 CONSTRUCT TYPE (Al-6) 104 P.C.C. ♦ THICKMimLLIKEN AVE . P AAm VEMENT REIHABImLITATION 6 CONSTRUCT 8" P.C.C. BUS BAY PER CITY 7 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CITY STD. 102 rm LINE RD. TO FAIRMONT WAY 8 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CALTRANS STD. THICK A88 CASE C FROM BASE 9 CONSTRUCT 4" • • • SIDEWALK PER CITY STD. 103 (W SHOWN ON PLAN) a 1 ! l ! ! S.C.E.♦ 4 P • I l iDrawings StandardDRAWING • 6630-4107 ! 6430-2000 3-2110 AND 1994 — —Specificationsi r Construction,, g Editionincluding ♦ ♦ •• • • • • ( ject REMOVE BY S.C.E. CONSTRUCT THICK h F SIDEWALK (W SHOWN ON PLAN) P available • • II butilitiesr r et• 0.10" ! OF ASPHALT RUBBER HOT MIX (ARHM) Il• es and substructures as shown • • sContractor L responsible protecting {{ ♦ 0.12" result , • � 0.12' TO i limits tproject shall be responsible for any damage as a construction operations. 0.15' OF ASPHALT RUBBER HOT I 15• 1. TITLE SHEET ' B. OVERLAY0 •1 I l3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following IIles two f 'e•e„nw ...o-n LPt n, ;.v; t 16 CONSTRUCT COBBLESTONE ROCKSCAPE PER CITY STD. 542, CASE 1 Alftl ? @.r,�_ ✓°':'.. r';. working days ® •t r Iproblems. PLAN AND PROFILE kk17 ADJUST TO GRADE PLAN AND PROFILE r I p' :nx .t.1.1%, : Iforn Southern • 4. BASE LINE RD. PLAN AND PROFILE • •w Edison s ! ! ! ! 1 1 son V ! Southern California ® Co. Greg Klock 909 357-6585 1 ! ! SE LINE PLAN AND PROFILE MERGENCY ONLY Southern —2000 Southern California Gas Co. E 800 427 . ” 6. BASE LINE RD. PLAN AND PROFILE L I ,California i n^ .249 rs e., cons ruc ion de' 'S REMOVE AN Verizon Bob Parent 909 469 20 D • MILLIKEN 909 469 • 1 VerizonCo. I i 1: a PLAN AND PROFILE —6327 fk,, k DISPOSE VerizonINSTALL 1-4" P.V.C. SCHEDULE 40 FIBER OPTIC CONDUIT WI TH PULL ROPE Cucamonga County Water District EMERGENCY ONLY 909 987-2591 p909 483-7440 p Cucamonga County Water District », t:. ,t.n.r.."m' :....t,n,.,.,, ..:» lF.t t.;:t�:.�,.. t " "......,....? ,.I.a. [!� C:' _•�;. 10. BASE LINE RD. STRIPING AND SIGNING PLAN I `IS 0 30w DEPTH) '..rv,Ty m""..k'..:.;:krs i r .....;. ;.f'. ttft'(F'r „t.((.'ti'T'k4. ,, _,. �`: ., f. .�q �. .a:y, b.:.-F.^ G. ,•. h;?":..'•}. ';•dk :.............. 11. BASE LINE RD. o r,,',.as,..:�»;..✓.,.nk.F.-..:..4:f.`.. ... K:t:.".;-D.E.-,..,`#.!.,c,,.'. � C.:a.. JJ...(s:..�..,:,..... .:._.....yx.':.:e.r•:..;f:"CE: Aii.`....L.'.'•,:,' .t.,e..:.fi.i,....,..P�1£< F STRIPING 6 ! ! • r l{ t I ll ! R.C.P.I 1 12. MILLIKEN AVE. STRIPINGANDSIGNING 1 PLAN • 1 TYPE 1 t • g 72 hours prior 4 Cucamonga Ir I i l .. m ♦ • r r r 14. BASE LINE RD. TRAFFIC SIGNAL PLAN indicating 0 }fif13. TRAFFIC SIGNAL DETAILS 25 — SAWCUT Y .,:' �jJi ?s.t:. , u t .. �.r �,a k'` r� . a, �..1 E` .,.n _ `�' F - 26 MATCH EXISTING For 27 15 the ublic Works Section at (909) w Ir r ! Contractorworkingand at least two k:'.. - ...hth� .. "t�.'ac�� a MILLIKEN w TRAFFIC SIGNAL PLAN RELOCATE —2740 • g Monday ! construct* I start date. xa s � Arrp IN E € SCE DRAVANG WORK ORDER NO. 6830 B I B r I I I r N.:rse„ SCE DRAVANG WORK ORDER NO. - 3-2110 encroachment within any t rights—of—way. SCE DRAVANG WORK ORDER 4 • ♦ x „ ;a 8430-2000 3-2111 • H STRIPING NOTES€ ® I operations I closures III I I • IIIAve. other ® all l I in each directionI • I evenings,, TRANS REMSEDPAINT LEGEND SYMBOL OR ARROW TYPE l REFERENCE •! P workingI ♦ traffic I ll • • STD. PLAN A24A AND A24D non P q „ •familiarizeII I I INSTALL CERAMIC RAISED PAVEMENT MARKERS (BOTT PAINT 4" SKIP DOTS).reconstruction I • I • 133 • • Ave. are from the following plans• 11 • ® I o{• , • rfp- take I • •lr repair/replacement, • g r ♦I of existing improvements: • I ° 133 Dom underground utilities, pipesstructures. 1 file i i33 PAINT 6'9 SOLID WHITE BIKE LANE ! L - t<f r i all conditions dimensions I i prior 4 available referenced • ri I4 I I • ! L work.commencement of an l discrepancies ll direction immediately City. 35 PAINT 12" SOLID WHITE CROSSWALK LINE 36 GN ON THE STREET LIGHT POLE 10. On the date and at the i submittalBidder'sProposal i r ll I I possess any and all r li , i I it l applicableI@5I I • i r II r r i r Including limited to a Class W License (General Engineering Contractor) sufficient to cover all the work to be ♦ • ♦ • Contractor's39 INSTALL CERAMIC RAISED PAVEMENT MARKERS (BI�TT DINS 4 SOLID Wei performed by the Prime Contractor l r I provisions LANE LINE PER CITY • 133 (California i i , Section 7000 et.i • Iregulations SIGN I • 401—B pursuanthereto. R 14' : LEGEND 1 INSTALL W41 SIGN1—B OR STREET LIGHT POLE 42 I . 133 NEW ASPHALT CONCRETE m R 1R 1 ' 133 REMOVE EXISTING 1 I 1 • ATIONEXISTING SURVEY MONUMENT • _ EXISTING I GN AND POST AND SALVAGE TO THE CITY YARD All existing ill I I J II r : ., ASP HALT RUBBER HOT I I I ♦ • m I X City'sthe 1 r r r I ICaliforniaSIGN AND SALVAGE POST TO THE CITY YARD Monuments found by research of available i rds and by field survey are shown on the plans0.101 COLD PLANE VARIESI 48 I I I describedand follows: VARI1• T '• fVARIES _ , LANE • � aI I I LIGHT TO 0.12' COLD P 1" I.P. TAGGED R.C.E. 14814 DN. Y47 PER TRACK 12364-1 M.B. 172/90-93 AT INTERSECTION OF • 50 INSTALL INDUCTIVE LOOPS PER LOOP DETECTOR PLACEMENT DETAIL ON SHEET 12 &_ I I D REPLACE AFFECTED LOOPS PER LOOP DETECTOR PLACEMENT DETAIL LIJ SPRUCE 4 Tl g ON SHEET 1 L 1 [�J „ 1 I I I.P. R.C.E. , 401—B OR STREET LIGHT POLE ♦ • ° 4 M.B.4 ♦ 1 I I) PER CITY STD. 1 z @r._�� _�71, ��, ROC0 00 KSCAPE 54 w IWITH ARROW) ON TWO POSTS 8" SPIKE AND WASHER, TAGGED "L.S. 46930 PER P.M. 9350 M.B. 126/22-23 AT STA 10+00 OF 7 0MILLIKEN AVE. C4 Ir.0 0 9 C14 CRUSHED AGGREGATE BASE REMOVE CONFLICTING STRIPING AND LEGENDS BY WET SANDBLASTING 36131 oo 00 6 I. • • w • ♦ . ' . B • 4 ♦SFB♦ I NO. 1/46 AT TYPICAL CROSS SECTION [�J I • tAVE. BASE . WATER VALVE SPIKEIRRIG. IRRIGATION , P.M. 9350 M.B. IAVE. W.M U5 INTERSECTION IAVE. (STA 52+86.14 OF BASE LINEF.H. FIRE HYDRANTI 9+91.62 OF MILLIKENAVE.) P.B.NTS PULL BOX 0 TREE [�J 2" I.P. • ♦ • 14456 PER R.S. 32/72 AT STA 23+20.24 OF MILLIKENAVE. TRAFFIC SIGN CrTy I. • TAGGED R.C.Eg SET 6" DOWN PER TRACT ♦ 12809 M.B. 175/1-3R R 1 D R DESCRIPTION REVISION 8.5' • • 1 12" 71 7' 12' 1 ' , SPECIALPROVISIONS: 8Cay OF RANCH"O CUCAMONGA 1 PRIOR TO OVERLAY, APPLY WEED I 1ow TITLE SHEET OR GREATER AND APPLY • I EXISTING a ROCK DUST BLOTTER IS REQUIRED15 VARIES 1.19% VARIESVARIES CONTRACT SPECIFICATIONS 600-2.6.4. 2%0 To 2.60% TO 2-75% VARIESTo FROM VALENCIA AVE. TO MILLIKEN AVE. AND MIWK10EN AVE, PAVEMENT REHABI W Y y ., FROM BASE LINE RD. TO FAIRMONTA ® o Underground ��TE♦ �r1/1 �i�r r� w W 14 � ' CITY ENGINEER INCE: e24953 • 2 CL 09 0 DESIGNPLAN PREPARED BY: RECOMMENDED CalTOLL FREE 170 70 �' -C,4 0 0 CITY OF RANCHO CUCAMONGA-800-422-4133 • PO • Exp. 12-W- 1-05 10500 CIVIC CENTER DRIVE TYPICAL00 NCHO CUCA ONGA, CA 91730 SHEU TWO WORKING DAYS BEFORE YOU DIG BASE LINE ROAD 0 0--Ei 0 01F AN 0 C AM N CiTY R CH UC 0 GA 0 (Er,;::Z7 ".,, • _0)FFr DRAWING NTS JD DATE FILE NO 1892 .5/7�r, /f 10• a BENCHMARK .......... ...... .......--- --------- .7 7: ............. iJ 11", Cucamonga BM 10054 .. .......... 7- ------ 77 -7- Set 2" brass disk in conc. stamped "City of Rancho 1987" at northeast corner of -4 ...... ................ ............ ....... '777-T77,77 7777.,.............. .............. Base Uine Road and M'11'ken Ave., at west end of 7-7 7-777-:1- _77-71....... ............... ....... n. -4, catch bas* .......... ................... .............. ........... tieva-rion= 1 328.075 + .......... + 41 7 LA", ........ 77":7 7 7 7 ij 4 . ...... ...... 7:77 77 t --------------- 7 ....... ............ q== ................................ ........... ............ 7 7------- viy�:_ 7, .......... . .............. Aj 77_7�7�_�iy__, 7 4�, ............ ............:[- -------- ........... ,7 ........... 3 ............. ....... U FA 7 77- 7-7-77-777-777-777-7.7 7_ 7 ............. ................................................ ......... .............. t-7-7 ........... 77 7-77-77' 4 '54D .......- . ............. 'T ............1, . .......... ........................ .......... ------ ........... Z11 7, 7-7- 7.77777[777 J 7 .................... -------- , :'- -," . ' __ __ , ,-,: ".-'II�'I -- I -�11�A_ ...... ......... .......... ------- E ................. ....... ......... -------- f: ........... -7, 77777,-777-�__:,__ 7 777771 .......... ........................... T 77'77=�',',"7777r__77777 7777F- 77777 7777-77, _t_=7 F11 7 E_' 777[_"iii=__v�n�i 7 7 j 77- 71 . ....... i y n, o ...... 77" 7.,i-,_L_: ............ ------ 7 4 ............ A A- .......... ................ ------ 7 ---------I- ........... ............ 7,: ....... ...... 7-- ........... ...... -W, 11.-11 1-,-,:,F1'I -,��:_ 7 --------------------I ....... -J� _f3 ........ ............... 777 ----------- 7", 17", -------1--------- ........... .......I ............ F 7: ----------- j .............. ------ -------- �7_7_ 4... 7,,, 7_77 ']1=4 .......... __7 ..................... �j .......... '77- ...........- .......... .......... m ................... ------- 7 7 ........ ............. ............. .......... 4 .......... .......... _j 77=777=7 1 _�T 7 7.77, _7.,7i7 ------ 77 ......... .......... L '1777, _7"i-11--, .. ................... 7� ---------- 43 -4 .................... 7.1-_i- .......... ...... 7 7_7 _7 ............ 4, ............ 7- _77 .... ....... ........... 7'. 77T '3 ............. ........ t, 4-1 .......... U CONSTRUCTION NOTES ........................... .......... ---------- ...... VEMENT AND/OR BERM 4-- 1 - REMOVE EXISTING A.C. PA ........... ------ ........... 0 ............ ------- :7--,7------ .......... 'T" J 7 3 CONSTRUCT TYPE (A2-8) P.C.C. CURB AND GUTTER PER CITY STD. 1 04 2 CONSTRUCT 0.35' A.C. OVER 0.50" C.A.,B. PER CITY STD. 100-A _43L ............. ........... -------....... 7- A 4 CONSTRUCT TYPE (Al-8) P.C.C. CURB PER CITY STD. 1 04 .7 7�F-7, + G�7 ........... 5 CONSTRUCT TYPE (Al-6) P.C.C. CURB PER CITY STD. 104 ,14, 0- ....... 77T ....... Y PER C11Y STD. 119 .. ..... 6 CONSTRUCT 8" THICK P.C.C. BUS BA ........... Z I 4_1 .......... ................... ........... ............ A ........... 7 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CITY SM. 102 77- TRANS STD. A88 CASE C -4, i�.......... ...... 8 0 CONSIRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CAL dWMEWN 7 �,:I, _L", ............. 9 CONSTRUCT 4E` THICK P.C.C. SIDEWALK PER CITY STD. 103 (W SHOWN ON PLAN) 7 ...... v _4.... .......... TRENCH9 INSTALL CONDUITs PULL BOXES9 PULL ROPE AND BACKFILL PER S.C.E. 7, .7. _4 most 7`7T- j" -7771777-717= HORIZ. SCALE =409 17 ........... .......... 18+00 DRAWING WORK ORDER NO. 6630-4107 3-40889, 6430-2000 3-2110 AND low� VERT. SCALE: 1 d+ ........... 17+00 12+00 13+00 14+00 15+00 1 b+00 6430-2000 3-2111 (INSTALL STREET LIGHTS 9500 LUMEN HPSV BY S.C.E.) 10+00 11 +00 11 REMOVE BY S.C.E. 4r & 12 CONSTRUCT ,,e THICK A.C. SIDEWALK (W SHOWN ON PLAN) 13 COLD PLANE 0.10' AND OVERLAY 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) TO 0.12' AND VARIABLE OVERLAY 0.12' TO VARIABLE DEPTH COLD PLANE 0.10 0.15" OF ASPHALT RUBBER HOT MIX (ARHM) 40 11105 OVERLAY 0.15* OF ASPHALT RUBBER HOT MIX (ARHM) OVER 0.359 A.C./O.509 C.A.B. 0 16 OCKSCAPE PER CITY SM. 542, CASE I LEGEND @3�_ 17 ADJUST TO GRADE P.P. POWER POLE B NEW ASPHALT CONCRETE le� CONSTRUCT CATCH BASIN PER CITY STD. 3000 304, 3059 308, 310 AND 3259 0 W.V. WATER VALVE Ct DEER CRE CHANNEL Q9__ 14- IRRIG. IRRIGATION W=7's V=5' %0 all REMOVE EXISTING A.C. W.M WATER METER IX 19 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307g CASE A, H 0.240 F.H. FIRE HYDRANT 20 REMOVE AND DISPOSE INTERFERENCE WITH PROPOSED IMPROVEMENTS @�7 ASPHALT RUBBER HOT MIX (ARHM) P.B. PULL BOX W 21 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. 333, CASE 1 it INSTALL 1-4* P.V.C. SCHEDULE 40 FIBER OPTIC CONDUIT WITH PULL ROPE L) 0.109 COLD PLANE TREE (MIN. 30" DEPTH) 0 INSTALL 2" X 3' PULL BOX 0.10' TO 0.12' COLD PLANE 23 TRAFFIC SIGN ko @- 24 INSTALL 18- R.C.P. (D1000) PER CffY STD. 341 TYPE 1 r,---------7-1 INSTALL SOD AND IRRIGA11ON SYSTEM 25 SAWCUT 26 MATCH EXISTING P.C.C. ro� 27 RELOCATE L---------i @- 18 28 PROTECT IN PLACE -r,P� ROCKSCAPE @��7 ING RISER REMOVE MST RESTORE IRRIGATION AND PLANTING AND C.M.P. AND FILL TO 2 4",0 E + ev SIGN""" 0 r- - PARK PLAN STA 9+77.00 BASELINE RD. 0\ SEE CENTRAL c6 10 0 SC E---VA,U I.T PARK S.D. PLAN +> 1,0 0 1"REE /A V) STA 2+07.50 q VALENCIA AVE. 0� I F�FE F A 0 0 TR E E 24 P,P. W -------- F P ' ' I _2--49 M ------ AULT 3: i D SCE-V `0 TJ-?E E K)tz� All[Nd' 21 ("q 71 Z__ 00 F,H 0 A 7-- ............. f V X X M TION Ll f _7 A NE j C.3 "d A 7�7 "j J j C; V) Li +00 R. "A 00 A 14+oU T54:OD a+o6, to 0 V) 10+0 .-A N A z� 777 DATE START COLD j TION 9 CITY 7- 7 _7 u 7Z7 C DESCRIPTION OF REVISION 04A-A PLANE __7 V t 7 BASE /AW '�r` -7 ...... j "�, -4 T__ LIJ 6";" -7-1- 7714 BEHIND__CROSSWALK_-�STAIM+07� V j q� j '0 ---------- V) _v 4_ CLEAN VERTICAL JOINT x-41": �z �I"7 _T < J SAWCUT EDGE FOR A 25 C ITY 0 F RANCHO CUCAMONGA Y, CD (10 P T- BASE LINE RD. PAVEMENT PROPOSED FIBER ERS) AN WIDENING A D REHABILITATION '%*'y 70 Q 00 FROM VALENCIA AVE. TO MILLIKEN AVE. OFIESS/ 9 a `1\1 APPROVED BY: DATE- CITY ENGINEER 0 RECOMMENDED RENEW DESIGN No. 24953 z r17 CC, Exp. 12-31-05 -V PK CITY OF RANCHO CUCAMONGA M4 DRAWN 10500 CIVIC CENTER DRIVE SHEET RANCHO CUCAMONGA, CA 91730 C1V% PK 2 OF-15 OF C CHECKED R.C.E. NO DRAWING NO. JD _ DATE RLE NO 1892 000 ------------------------ ------ 777 , 7777 77 -7 t 7777-F-77-7777.77.-7-7 77777 p� 4 jwwo. 4/op 7-- -1,-l, _.111,111-1-1-11-1. lll_I,"....... A RMA ............ ........... r\ ........... ----- Set 2" brass d*sk 'n co ty of Rancho A stamped "Ci .......... .................................. .. ............ ------- BENC R" 7_7 4 __j Cucamonga BM 10054 1987" at northeast corner of _�7 �T.77_� F' .......... 9 ........ 'T, ---------- ...... ............. 7- --------- tj I ase L*ne Road and Milliken Ave., at west end of + ............... ------ 77" ___F _7, .......... catch bas'n. t ---------- ---------- ....... ............. Elevation= 1328.075 F 31- ...................... 7' 7""77 7- :77"Y ��7,77: A, 7777T7= L 7777777= ------ 7:7=7771777,_-� .............. 7: ..771_71111.1 ...... _-4 .......... -4, IL 7 =4=_ .......... ... ............. ........ 77777+77= --------- ....... j ........... Fll --------- T_ U _7- ,:' + t ....... 7 7 04 Ar E7 T 1TV-60 7 t7- 0 ta_=L- a= 0- ............. -F-7 7-7- 777+OT77 .......... v + 1,:11"", -NORTWIC ........... )pOS __�C-�,-P L.F: .4, ...... _7 =1 M, p.�:,U) j, .......... 77 ------ ".7 .......... ------ =77 3 7"' ... ...... A, 7 =4=- ---------- 40, T + ........... 77T.77_777r,77777. 4 77' 7, 7777 77 j- 27- A 7 r r_AURFACE-_--!PR0,-_l 7_7 4- ......... _71 4 . o,, 11 ___ - QMI 4- ...... ....... FH� . ....... ........... �7_ _7.4�7 AM -271- 7 7, 7_7 J�_ E-': ....... ........... 4- ........... 777T- - -_:T P_�:O - ----- "T -0 '-7 7: �i_, "7 7 77j 4 :t7��,_7 L'�7' .............. ---------- 7777_7=77-777 7_777, 7 7- D U S -.1-CENTE .... .......... -_-_--_7-7-_ Z_ ........ J ........... -0, 7:77- 7_77 7� 'TT ......... .7 7: ........... T_ T"' ........... :Z: ......... ................. 4 ......... 4- ------- L ............ .......... Z 4- ....... 7777 r: T 7_1 un r ------ 7 -4 322- f� _7777 F% rl r ftu ............ -7 -:77 . ..... ............. ........ "T ............ ....... . .... ------ .................................... ....... .............. ........... ---------------- .......... T�777-777 , ........... ......... ...................----------, ............. 'j, ZL �_777-1 7.7 ------- IUK 7"7, 7" 04- .......... .............. _13 ........... 4"------------ -7 7,.......... ............ .......... .......... -A ........... 7& - ......... 77t= ................ ............... a CONSTRUCTION NOTES 7 ...... VEMENT AND/OR BERM 1 REMOVE EXISTING A.C. PA ............ Z 7_77-T--l- __7 7_1711-11 77-17, ------ .......... A.B. PER CITY SM. I 00-A 7- 2 CONSTRUCT 0.35' A.C. OVER 0.50" C. 4 ....... 77 4-- . ..... ------- ... .............. ...... .......... ...................... 3 CONSTRUCT TYPE (A2-8) P.C.C. CURB AND GUTTER PER CITY STD. 104 4 CONSTRUCT TYPE (Al-8) P.C.C. CURB PER CITY STD. 104 =i,77777 7=77-7717 7 7 I...... ............ ...... 5 CONSTRUCT TYPE (Al-6) P.C.C. CURB PER CITY STD. 104 ------------- L........... ......... ........... ........... 6 CONSTRUCT 8" THICK P.C.C. BUS BAY PER CffY STD. 119 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CITY STD. 102 �v' ------- ................. ----- --- 4..................... ...... -:'j 8 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C ... ......... 7 0%A 9 ALK PER CITY SM. 103 (W SHOWN ON PLAN SIDEW CONSTRUCII 4 1 HICK P.C.0 HORIZ. S ALE- 1 =40" .............. .......... _3_ ------- lu . ....... TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE AND BACKFILL PER S.C.E. "ERT. SCA 4=0 V LE- 1 =49- moo 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 DRAWING WORK ORDER NO. 6630-4107 3-4088t 6430-2000 3-2110 AND 18+00 6430-2000 3-2111 (INSTALL STREET LIGHTS 9500 LUMEN HPSV BY S.C.E.) 11 REMOVE BY S.C.E. to 25' 5 13.5' 10 12& CONSTRUCT 3" THICK A.C. 25' A EXIST. CONDUCTORS lk 13 COLD PLANE 0.10' AND OVERLAY 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) 12 M M ow oix zn VARIABLE DEPTH COLD PLANE 0.10' TO 0.12' AND VARIABLE OVERLAY 0.12' TO LL. z::) ZO FILL OR C 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) 3NAL INSTALL 12 16 CONSTRUCTCO R CITY STD. 542, ME 1 to to �?4 TRAFFIC.4 SIGNAL �.�19 4 T CONDUCTORS Q 33X Pa 1 17 ADJUST TO GRADE .33% TRAFFiCP EXISTING SURFACE 28 CD SIGNA 'to _�_,LSIGN 1 ts CONSTRUCT CATCH BASIN PER CITY STD. 3008, 3040 3051, 3080 310 AND 3250 %9 W=7V, V=5' go it CONTROL 5 '8' 3 --INSTALL PEDESTRIAN PUSH 19 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE A, H 0.2,V RELOCATE EXISL PUSH LL_ U_ BUTTON POST PER CALTRANS 20 REMOVE AND DISPOSE INTERFERENCE WITH PROPOSED IMPROVEMENTS aq 0 C NSTRUCT P.C.C. SM. ES-GAA AT STA 24+45.50 BUTTON M A MAX. to �* __ __ ___HElGT-fT_"OF_44ft 7-i�- Dl`CAPPED I*!-v-v- 2 21 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. 333, CASE 1 0 + ACCESS RAMP HANDI PED 0 + �* \\\ 3 A011114@_ 04 N N -4" P.V.C. SCHEDULE 40 FIBER OP11C CONDUIT WITH PULL ROPE T_ _% ETA I L A ACCESS RAmp INSTALL 1 cn Ur (MIN. 30- DEPTH) SECTIUIN B-B 23 INSTALL 29 X 3' PULL BOX REMOVE MS71NG AC SIDEWALK, TREES AND WOOD POST ALONG + NORTH SIDE OF BASE LINE ROAD FROM THE DRIVEWAY EAST OF T- SCALE "=20 ----A 24 INSTALL 18" R.C.P. (D1000) PER CITY STD. 341 TYPE 1 DEER CREEK CHANNEL TO MILLIKEN AVE. REMOVE OR RELOCATE r� ol 0 NTS + + + EXISTING TRAFFIC SIGN PER STRIPING AND SIGNING PLAN. THE Cq N 25 SAWCUT 04 Cq EXISTING POWER POLE WILL BE REMOVED BY EDISON. 04 co < OD NOTE. A.C. SIDEWALK 26 MATCH EXISTING 03 �;C-4 04 FUTURE CURB 15' TO FOLLOW EXISTING 27 RELOCATE C4 0 C4 211 GRADE 20 S.C.E. EASEMENT W g 6 W 12 28 PROTECT IN PLACE ,:"I + S.C.E VAU LT + + 1 co y + 0) 90' 70' 60' 11 SEE BLL W 04 U (0 (0- RESTORE IRRMTION AND PLANTING 28 Cq U P cn R=92' C'4 < PROPOSED S.C.E. UNDERGROUND .1_1%. //- li rDETAJL 17 in 17 Y_ 17 < r i_ 16"0 TRI, U) ON LINE (DONE BY OTHERS) THIS S EET V) P B 8 EE J P,P, �P,P. 6-0 TREE 04 0>0 ;�T�EE (.n Ak, d/ -,_-P co Y. Ll R . 8 TION LINE %MER < zv j A A7 7 -4 74 10) 47 f UO lij UJ e n E)tj, v j ----------- f LIJ ------- 777 to 77 NOW J 2 ? j r f 0 f + 4�, "LIN, ILU, �-c CITY bj 'V� APPROVED: < x, A DESCRIPTION OF REVISION DATI 7 f f r 7-7-7 A, 4_ --------- a Alm C�i < CITY OF RAN 0 CUCAMO < (N rN C) co R E N D FIC OPB--SCE 011 C14 of � -1. L U tj \1 1 0 PTI C PD I I� LI mom .PN.E BY OPOMeR POLE P SCED D STA 55+52.8 SPRUCE AVE. 0 NEW ASPHALT CONCRETE B- _4 BASE LINE RD. PAVEMENT CURVE TABLE W.V. WATER VALVE TRAFF�C T 25 SAWCUT EDGE FOR 4 PB--SCE' ffift CURVE DELTA RADIUS LENGTH TANGENT IRRIG. IRRIGATION S REMOVE EXISTING A.C. SIGNAL CLEAN VERTICAL JOI WIULINNINU AND REHABILITATION 157-24'02 It 1.00' 2.75' 5.00' W.M WATER METER 32 32! A ASPHALT RUBBER HOT MIX (ARHM) F.H. FIRE HYDRANT 22-35`58 27.00' 10.65' 5.39 l-,>�Af' 0 A P.B. PULL BOX 90-00'00" 35.00' 54.98' 35.00' 0 N FROM VALENCIA AVE. TO MILLIKEN AVE. 0.10 COLD PLANE 4 1'/ SOFESS/ I I 20"46'38" 84.57' 30.67' 15.50' TREE N APPROVED BY: DATE- 0 so (D < E 1 1*29 47 1.009 2.64 3.94 F7 A; CrTY ENGINEER RCE-0 24953 0.10 TO 0.12 COLD PLANE TRAFFIC SIGN 28'30'13" 100.00' 49.75' 25.40" co DESIGN RECOMMENDED 12-40 9 49 9v 205.00' 45.37' 22.78' No. 24953 INSTALL SOD AND IRRIGATION SYSTEM 7- MA - rq IV 26.50' Exp. 12-31-05 PK OF r%MNCHO CUCAMONGA BA911- 8*45'33 346.00' 52.90' 10500 CIVIC CENTER DRIVE 10-10"01 of 212.00' 37.62' 18.86"'- P.C.C. DRAWN CA 91730 SHEET 18-55 9 29 92.50" 30.55' 15.42 9 12-40'49 136.67 9 30.25' 15.19' PK 3 OF 15 ROCKSCAPE OF CX01 <K 90 -33' 60.49' 30.37 9 CHECKED R.C.E. NO DRAWING NO. 12040'49 27'; JD DATE FILE NO 1892 -7-7- 4- 77 1� 71 VF t A moo ................................. .......... EN CH MAR........ ......... ........... ex D n conc. ------- ...... rass d*sk G* of Rancho ............... ...... stamped " ty ........................... ..................... Cucamonga BM 10054 1987" at northeast corner of .................... illiken Ave., at west end of Base Line Road and M t ..................... n f catch bas* ...................... ---------77 :77 Elevat*on= 1 328.075 ...........0+ Cq..........-------- ....... ........... ................. -r LQ= LEr V ED,- .................. ;it,C,47-Go .................................0)...........r ......-P- 0SED: .........It ..........." -- ---- -+ ...........r-=77777�%-�N L f=77 F .. .........................7 L� ------- .......7................ ............... ----------........... ........... ........... .................... -I I r�r I I I-1 I.I I I j r 11 I- I-�I I�--�I I 11..-I-- I 11 I--I I I I-�I�I I.I- I�I I 11 7. ............. ......IN( -'S RFACE ...... 7 .......... ------FROM..CENTER 7 :77:-NO -E -------- .......... .......................................... 77' -7 ..........., ... ..7........... ........... .......... ...---------..........--------------- ............................................... .......... ,.......................... ...........--------------------r - QU-N-G.-,�:-TOP-,.......... F 7 I ........... ED -C URB .........._U G----------............ .............. ........................ ............ ............ ...............17, 7'.7. 7.. .......... ..........7 7 ---------777t77 ........... -------- ............ .......7777777=77--7 T-7. ........" .......---------....r -------I ..............7, .......................... ............. ....................... ... ------ --------�7-------------- ......... ............... ......... ------- U -------................. t� �� .............. ........ 7.......... ...... ................ ........1 4 7=71= ......r ......----------------- ............r-........................6-................ f .................-3 CONSTRUCTION NOTES ..........------------- ................. REMOVE EXISTING A.C. PAVEMENT ANDOR BERM 7-3 .......... ........ CONSTRUCT 0.35' A.C. OVER 0.50' C.A.B. PER CITY STD. 100-A .......... 3 CONSTRUCT TYPE (A2-8) P.C.C. CURB AND GUTTER PER CITY SM. 104 ........... ...... or ........... ............ ............. ........... ........... CONSTRUCT TYPE (Al-8) P.C.C. CURB PER CITY SM, 104 CONSTRUCT TYPE (Al-6) P.C.C. CURB PER CnY SM. 104 .................... 6 CONSTRUCT 8" THICK P.C.C. BUS BAY PER CITY SM. 1 19 T ............... ............... .......... .......... ................................... ..........7 :7 ........... ............. 7 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CITY SM. 102 ----------- .............------ .......... CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CALTRANS SM. A88 CASE C HORIZ. SCALE- 1 =40' 8---------- VERT. SCALE =49 9 CONSTRUCT 4 THICK P.C.C. SIDEWALK PER CITY SM. 103 (W SHOWN ON PLAN) OEM @- TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE AND BACKFILL PER S.C.E. Cb 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 34+00 35+00 36+00 DRAWING WORK ORDER NO. 6630-4107 3-4088, 6430-2000 3-21 1 0 AND 4r 6430-2000 3-2111 (INSTALL STREET LIGHTS 9500 LUMEN HPSV BY S.C.E.) sk (13, - REMOVE BY S.C.E. 12 CONSTRUCT 5P THICK A.C. SIDEWALK (W SHOWN ON PLAN) C3 13 - COLD PLANE"0.10' AND OVERLAY 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) moo VARIABLE DEPTH COLD PLANE 0.10* TO 0.12" AND VARIABLE OVERLAY 0.12" TO 0.159 OF ASPHALT RUBBER HOT MIX (ARHM) 9 15 - OVERLAY 0.15 OF ASPHALT RUBBER HOT MIX (ARHM) OVER 0.350' A.C./O.501, C.A.B. 0 16 CONSTRUCT COBBLESTONE ROCKSCAPE PER CITY SM. 542, CASE 1 17 ADJUST TO GRADE 18 CONSTRUCT CATCH BASIN PER CITY SM. 3009 304* 305t 308* 310 AND 3250 W=7' V=5# s 19 CONSTRUCT LOCAL DEPRESSION PER CITY SM. 307t, CASE A. Hl = 0.24' 20 REMOVE AND DISPOSE INTERFERENCE WITH PROPOSED IMPROVEMENTS V) 21 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. 333s CASE I INSTALL 1-4 P.V.C. SCHEDULE 40 FIBER OPTIC CONDUIT WITH PULL ROPE REMOVE EXISTING AC SIDEWALK, TREES AND WOOD POST ALONG (MIN. 30" DEPTH) N LI D FROM THE DRIVEWAY EAST OF A 23 INSTALL 2' X 3' PULL BOX DEER CREEK CHANNEL TO MILLIKEN AVE. REMOVE OR RELOCATE 24 INSTALL 18" R.C.P. (D1000) PER CITY SM. 341 TYPE 1 EXISTING TRAFFIC SIGN PER STRIPING AND SIGNING PLAN. THE EXISTING POWER POLE WILL BE REMOVED BY EDISON. 25 SAWCUT 26 MATCH EXISTING 27 RELOCATE 0 (0+ + 0) S.C.E. EASEMENT 00 N 0 00 + 0) 28 PROTECT IN PLACE + 9 +LO 29 RESTORE IRRIGATION AND PLANTING to 17 9 EX��---,)'. SCE MH SHOWN U) PROPOSED S.C.E. UNDERGROUND 17 PER RECORD MAP, NOT--,--- TRANSMISSION LINE (DONE BY OTHERS) �<- + SUIIVEY. U) I..........R F 77�o L< Ljj F V) bi bi 2 v LjLj 'eta f�luf* LINE 10 10 f 7=j :12 E L.0 IR------- -------- f j CPON q CTlbN f 29 G 7 LU CRY -------------- APPROM. 7< -7/7, Ij -60 9A' 9 E LIA A, DESCRIPTION OF REVISION DATE CnY OF RANC &O C "CAMONGA 00 C4 LEGEND coo+j;rj X +V)*,W to rn Lim NEW ASPHALT CONCRETE P.P. E OPTIC (DONE BY OTHERS) Cj 9 CURVE TABLE W.V. WATER VALVE .0 M L&j -TAN IRRIG. IRRIGATION TA RADIUS LENGTH CURVE DEL GENT REMOVE EXISTING A.C. MSE LINE RD* PAVEMENT 157-24PO2 It 1.00 1 2.75' 5.00' W.M WATER METER WIDENING AND REHABILITATION 22*35' ASPHALT RUBBER HOT MIX (ARHM) F.H. FIRE HYDRANT 58 27.00 -10.65 5.39' P.B. 90.00,00 35.00' 54.98' 35.00 to 0.1 O' COLD PLANE FROM VALENCIA AVE. TO MILLIKEN AVE. 20-46'38 84.57' 30.67' 1 5.50' TREE qjt0FESS/0 to (D APPROVED BY.--1 51-29'47 1.00, 2.64' -3.94' 0.10' TO 0.12' COLD PLANE If DATE 28*30"1 30' 1 00-00' 49.75' 25.40' TRAFFIC SIGN CITY ENGINEER 11 1 2-40'49" 205.00' 45.37' 22.78* INSTALL SOD AND IRRIGATION SYSTEM DESIGN RECOMMENDED No. 24953 z 804533" 346-00' 52-90" 26.50 -------7-1 rn W r#7 PK 10010901 It 212.00' 7.62' 18.86' P.C.C. 0� Exp. 12-31-05 :b CITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE Q 18-5529 92.50' 30.55' 15.429 CIV RANCHO CUCAMONGA, CA 91730 SHEET ROCKSCAPE PK 4 15 0 12-40'49 136.67' 30.25' 1 5.1 9' OF C l2-4OP4 CHECKED R.C.E NO DRAWING NO. JD DATE FILE NO 892 7777 7F I4 4r- AP. /7 if) 7 777777= 777 .......... 7 n stamped "City of Rancho -------- .... .... ......... ............+ T 987" at northeast corner of .......... Set 2" brass d'sk 7777777=-- 010, 79t,'_T .........._4.... Cucamonga BM 10054 1 7, IE7 4 a- T_ 71.,- -C 7 39 0. -- - _77 54.;ts . ....... *11*ken Ave., at west end of ............ ------ 7_77 ......... catch bas*n. 7,77- -7,77 7-1 .......... 7777:7777"t.":7" ,___7 T ....... -7, T-7 ........... Y., 'Z '7- -7, ............ Elevation= 1328.07 777 777, + -------------- 4- --4------4=- 77 777177 777777 "T -7- 4 4 4 .......... ................ 4---- :�-111111 --�'1,-1-1-_-1-1 ---1 1 1 --_,__---m-', i__-4- �= - - -,-,,:__�J-1-7--,1�1.1 1 -�-�*,-�,--1'.1.1-,�-11"1---,-,--, "IN 4" + 4-- J_ IT- -4- _T __ V -4_1 SO 737_7� < ........ C 0 _4� ........... A=5�[ r"t, -LU 111-1--In.1.1-11,W...''.111 --I-�-I-I-__---I� tq _7 _Au 4_1_1 I_I__ , _ -A-1111'� " - t, - -, �:_,g *11 1-,-- - '7 7 ............ _7 A f4 T! Ad n7- Or ............ 7 7-7-7 _1_-__,:"":,_-7- 7 ...... ................ :1,:7 7 77 4, -J.- .......... .............. --z G I Not, 7t ....... 7777.......-:77,,t 7-t"' UM-4 I-ERLINE- ............ ....... A-S29, __1 1 77......... _j............. E-----0R0f1L.E_- N1 .......... '-,-FROM,-C1 . ............ -7 7- _j4f,"R- __ f_7_ .............. rn 7, .......... 7 _4 ....... A- -AN ........ ...........------- -Im........ + ............ ----------- ............... 1.11-"1".---1,11___7 -4- ........... ......... LFA_ J_ 7-7 4- ......... .................. JRB -7.1 �11..... CD r Uri C_. ........�: :_ ........... 'Ao .".......... ............ 7 �4 LSO N ............. A 7 t URqL_ 7-_ _77, Ci= _,__71�7 7 T: ------ 4--- ............. -Z7- 77771777 4 7,.. ...... .......... 7 7 7- ...... 4 ------ ...... cc ..... -------- 77 7 7, ............. ......... E ------- ............ .............. E_ JCUR :�PROFIL�E�.,_,-,. .......L_ W L ............ .......... MEDLM < -ir,=777 ........... Z ----------- 4 ............ �7_7_ =7 7777 7 ....... 7, 7 7_ ............. A_---- 4 11�,M:11_�-I 1 11.1-.1-1�11.11. -1.11 11 1-.1__�-11�-11-1"1.""",-,1--_1- ---1,- 1.1..- 71- 71 J: 777 7-7 7__-'_,_,_____ T ------ 7- 7 -7 ....... ......... ............. T ............ '17777. -I�: -- ""-- ............ ........... ........... 4- ............ +...... ..... .... ...... ....... _7 t 7 777_17�____-7 7 -------- :T ............ t 7777f�� ........... 4-- --------- ....... ............. 7 7 4............ .......... .......... ........ -- CONSTRUCTION NOTES 41 _777' 77 7T 77 ............. .......... 7_77 ........... 77 1 310- ........ I— 7777-j'7777, REMOVE EXISTING A.C. PAVEMENT AND/OR BERM �7'711"� ............. I— ......... ......... -A ............................... CONSTRUCT 0.30 A.L;. OVER 0.50' CA.B. PER CffY STD. 100 9- ------------ 7 ...... ...................... .......... J' ............. .............. 777 77: T" 2 3 CONSTRUCT TYPE (A2-8) P.C.C. CURB AND GUTTER PER CITY STD. 104 ........... .......... 77-1 ............. -7-1 4----------- CONSTRUCT TYPE (Al-8) P.C.C. CURB PER CffY STD. 104 7 11S4 4- 00 -1 :7 A 5 CONSTRUCT TYPE -6) P.C.C. CURB PER CffY STD. 104 (Al ............ ............ E-.1 ---------------------- ----------- J T� -:7- ......... . ........... 't-::'77 7 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CITY STD. 102 A- .......... .......... ........... TRANS STD. A88 CAS 7" ---------- J=-= ..........- ............. ........... DICAPPED ACCESS RAMP PER CAL 8 ........... CONSTRUCT P.C.C. HAN T-, .......... .......................... 717-7- 7`1-:-_::- 9 CONSTRUCT 4`* THICK P.C.C. SIDEWALK PER CrrY SM. 103 (W SHOWN ON [AN) P HORIZ. SCALE.- I =40 ------- t ....... TRENCH, INSTALL CONDUIT9 PULL BOXES, PULL ROPE AND BACKFILL PER S.C.E. ...... 10 ..................... T-7-7- 7. J- 4 'V'E R T. SCALE: 1 =49 DRAWING WORK ORDER NO. 6630-4107 3-4088t 6430-2000 3-2110 AND am 38+00 39+00 40+00 41 +00 42+00 43+00 44+00 45+00 (INSTALL STREET LIGHTS 9500 LUMEN HPSV BY S.C.E.) 94 36+00 37+00 6430-2000 3-2111 12&11 REMOVE BY S.C.E. CONSTRUCT THICK A.C. SIDEWALK (W SHOWN ON PLAN) 13 COLD PLANE 0.10' AND OVERLAY 0.15" OF ASPHALT RUBBER HOT MIX (ARHM) VARIABLE DEPTH COLD PLANE 0.10' TO 0.12' AND VARIABLE OVERLAY 0.121, TO 4r 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) fto 15 OVERLAY 0.150 OF ASPHALT RUBBER HOT MIX (ARHM) OVER 0.35* A.C./O.50" C.A.B. 16 CKSCAPE PER CITY STD. 542,, CASE 1 41' 17 ADJUST TO GRADE 0 18 CONSTRUCT CATCH BASIN PER CITY STD. 3001, 3040 3050 308* 310 AND 3259 14- W=7', V=5' all 19 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307j CASE A. H 0.24' is T_ I @_ 20 REMOVE AND DISPOSE INTERFERENCE WITH PROPOSED IMPROVEMENTS W j 0 21 - CONSTRUCT, JUNCTION STRUCTURE NO. 4 PER CITY SM. 333, CASE 1 < 72 -4- P INSTALL 1-4* P.V.C. SCHEDULE 40 FIBER OPTIC CONDUIT WITH PULL ROPE V) 00 z to (MIN. 30" DEPTH) 0% V) E 0- 0;_j 23 INSTALL 2' X 3' PULL BOX REMOVE EXISTING AC SIDEWALK, TREES AND WOOD POST ALONG C4 LL: n _ I to LI ROAD FROM THE DRIVEWAY EAST OF V_ 0 _j 04 (6 DEER CREEK CHANNEL TO MILLIKEN AVE. REMOVE OR RELOCATE LZ 24 INSTALL 18" R.C.P. (D1000) PER CITY STD. 341 TYPE 1 + P_ cr_Do .N Go + + EXISTING TRAFFIC SIGN PER STRIPING AND SIGNING PLAN. THE to to W 25 SAWCUT 0 F) T7 (0 LA.L) V_ @- DGSTING POWER POLE VALL BE REMOVED BY EDISON. 0 0 04 (0 OD n 0 W 4M 00 SEE CENTRAL Cd C,4 26 MATCH EXISTING 04 C14 W + U.) n V) '0 W PARK PLAN 7 + (n 27 RELOCATE oo 6 @- 00 nc 5" Q�C' C3 n C31" S.C.E. EASEMENT 28 PROTECT IN PLACE -i q" < n n F_-; n 0 V_ (n W V- re) W 23 C61 + S.C.E. VAULT 60, + (�q- RESTORE IRRIGATION AND PLAN NG 6.5!-1 X 28 7 150' PROPOSED S.C.E. UNDERGROUND TRANSMISSION L 17 INE (DONE BY OTHERS) aD 17 + LA A 7-� .77 tT__ (D -7 --------------- 4 00 T 7 o 91� �4 j� �N 0_ j Omy Uj "y /2 V) W U9 RO, j Li Cf) A NW n a 2 2 4 61--Ag, 4 Lli Cn z C_ -7- -------- �o7� 7-- -7 27 _7 j JA ALP LLJ 7 f Z Lij V) CITY V j + A 7t f f DATE Sir% APPROM. XV AD Z' f DESCRIPTION OF REVISION ZI 7=77= �x4 -J OF RANCHO CUCAMONGA 1)17 IRIA X < < C3 rl 0 W F,H, N 17 09 0- In ch Uf 00 n . LEG%END Q _(n OPTIC (DONE BY OTHERS) P.P. POWER POLE 06 NEW ASPHALT CONCRETE W.V. WATER VALVE 0 BASE UNE RD, PAVEMENT CURVE TABLE + Go IRRIG. IRRIGATION 0 0 CURV-E DELTA RADIUS LENGTH TANGENT n M REMOVE EXISTING A.C. (O's N W.M WATER METER WIDENING AND REHABILffATINAd' a 157&24102" 1.00, 2.75' 5.001 F.H. FIRE HYDRANT cau ASPHALT RUBBER HOT' MIX (ARHM) 22735'58 27.00' 10.65' 5.39 P.B. ------ FROM VALENCIA AVE. TO MILLIKEN AVE. 0-C 90-00"00" 35.00 54.98.9 35.00 0.10' COLD PLANE %OF E SS TREE 0 0 20*46 38 84.57' 30.67" 15.50" 00 %1 APPROVED BY: DATE to I 1 10 ;1 /-,W 2.64' 3.94 A; \ CITY ENGINE (J�/M <E 151*29 47 1.00, 0.10" TO 0.12" COLD PLANE TRAFFIC SIGN ER 7 O 28'30'13 100.001 49.75' 25.40 DESIGN RECOMMENDED 12'40'49" 205.00' 45.37' 22.78' INSTALL SOD AND IRRIGATION SYSTEM No. 24953 ------------ PK CITY OF RANCHO CUCAMONGA 8045'33 346.00' 52.90' 26.50 W Exp. 12-31-05 10500 CIVIC CENTER DRIVE P.C.C. DRAWN SHEET (D 10-10"01" 212.00" 37.62' 18.86' RANCHO CUCAMONGA, CA 91730 9 it CIV 9) 18-5529 92.50' 30.55' 15.42' ROCKSCAPE PK 5 OF 15 3 OF - CA0, 1 T40 49 136.67 30.25 15.19 CHECKED R.C.E NO- DRAWING NO. 12"40'49 27 .33 60.49' 30.37' JD DATE FILE NO 1892 77-71 7-7 J 4� t 3A 7-7-7- t7 f 7 T �J T "7 7-7777-7 T__ ....... r%E -T _7777777777777= NHMARK .......... Set 2 brass d'sk *n conc. stamped City of Rancho .......... ......................................... ........ Cucamonga BM 10054 1987" at northeast corner of 7�'.,7 .................I ........... 0) .................(0 .............................................................. ...... -------- Base Uine Road and M'11'ken Ave., at west end of ---- ......------------- ....... .......... catch bas*n. 0 n t 10 Elevation= 1328.075 ..........OD Itn .......... ................ 7 ...................... 77 RO ................ ....................... ........ En t5 T__7.......... IM,.......... ....... FA G C` 77 ........... ................. ............................................... ................ t ........... ............. I ...... ...... .............NG-'_]SURFAC 7+XI ........--- .......fit _.___I ---- -1_____ I.7 .. ..... ........ ------- .............. --- ................... ......... ...................... .........0 T t(,NOFUH,SI DE),........... .........11-11 W.11111i__1_1___ ---1 ----- - 11'1-1-11� 1.1- I'll-I—--.1 I.-I- 1_�,","' L, ', 1111-1 11 111.11I.-.: ""_....................................... ..........-,.......... .....................................T_.......... ................. .......... N I............ .......... ............. ........C---------- ............ ...... ................................ ......... .........................4 ................... ------ -------- .............. - In r!�:............ ................... ....... ..................... ....... ........................... .......4--U .......:�-PRI F1 LE--:, I17OP_ ............................... ........ .......... .............. ............................................ .......... J......... ............. ............ .. ............ .......... .............................4-31 7 7=........... ...................... -,"_1 -t-- I I"7= ...... 77777777=............. .............................. ......... -------............................... .........I ............. .. .......... ............ ...... .............. .......4 ........ ....... .......... 77 ....... .................................. .......................... ............................. .................. ....... ........ 4-------........... ...... ....... ................................ ..........-----------.............. ....... --------4......-f ............ ....................... ISUR-ING i ............, PR�_FIL .... ....... .................................... ........................ ......................................f ---------------- ......................... ------..................... .......................... ----------- ..................... ........... 17 -P :7 7 7-4 7f :7 7 _-=77-4-7 ..........j%j ............. ............ 7-7_ 7 ............ ....... ........ .................. .............4................ :7 7-7=- ...... .......... ........... ............ C 0 N S T R U I ON NOTES 7.7................................ ---------- .........I ........... 'OR BERM D_ REMOVE EXISTING A.C. PAVEMEN'T AND................ ....................... ............... .......... .......... A.B. PER CITY STD. 1 00-A CONSTRUCT 0.35' A.C. OVER 0.50* C. ................. ...... .......... ...............t -_7 Q3 CONSTRUCT TYPE (A2-8) P.C.C. CURB AND GUTTER PER CITY SM. 104 .......... -------............. ............. ............. ............................ ------I .......... 4 CONSTRUCT TYPE (Al-8) P.C.C. CURB PER CITY STD. 104 -----------.......... .......... =___L1_1.1_ 5 CONSTRUCT TYPE (Al-6) P.C.C. CURB PER CITY ST'D. 104 ............ ........... ........... ....................... ------................. .......... -------- 6 CONSTRUCT 8 THICK P.C.C. BUS BAY PER CITY STD. 119 ---------- --------..................... .............. ................... .......... ......... 7 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CITY STD. 102 ................. 7777 =7-I............. . .... 8 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C 40 .....A 09 .......HORIZ. SCALE.- 1 _=7 .......... 9 CONSTRUCT 4 THICK P.C.C. SIDEWALK PER CITY STD. 103 (W SHOWN ON PLAN) --- ------- ......................'V"ERT. SCALE: 1 =4 .. ............ Q2)- TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE AND BACKFILL PER S.C.E. L ......45+00 46+00 47+00 48+00 49+00 50+00 51 +00 52+00 DRAWING WORK ORDER NO. 6630-4107 3-4088, 6430-2000 3-21 1 0 AND 6430-2000 3-2111 (INSTALL STREET LIGHTS 9500 LUMEN HPSV BY S.C.E.) 12&11 REMOVE BY S.C.E. CONST`kUCT`,rB* THICK A.C. SIDEWALK (W SHOWN ON PLAN) 13 COLD PLANE' 0.10 AND OVERLAY 0.15 OF ASPHALT RUBBER HOT MIX kARHM) VARIABLE DEPTH COLD PLANE 0.10' TO 0.12" AND VARIABLE OVERLAY 0.12' TO > 0.15' OF ASPHALT RUBBER HOT MIX (AARHM) N SEC11ON U E/ 15 OVERLAY 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) OVER 0.35' A.C./O.50' CAB. REMOVE EXISTING AC SIDEWALK, TREES AND WOOD POST ALONG q , I @- + W 16 ' OCKSCAPE PER CITY STD. 542, CASE 1 NORTH SIDE OF BASE LINE ROAD FROM THE DRIVEVAY EAST OF DEER CREEK CHANNEL TO MILLIKEN AVE. REMOVE OR RELOCATE CONSTRU �N 17 ADJUST TO GRADE 0 EXISTING TRAFFIC SIGN PER STRIPING AND SIGNING PLAN. THE @_ M EXISTING POWER POLE WILL BE REMOVED BY EDISON. CONSTRUCT CATCH BASIN PER CITY STD. 3009 304s 305s 3089 310 AND 3259 cn z %4 Uj W 70 W 0 W=7"o V=5 + + + + +CL o 19 CONSTRUCT LOCAL DEPRESSION PER CITY SM. 307, CASE A, H 0.24' (A to U.1 CK t--: I %0 IL + TRAFFIC 20 REMOVE AND DISPOSE INTERFERENCE WITH PROPOSED IMPROVEMENTS 0 0 F1 I LO Vi +C-4 SEE MIWK AV,L �'SIGNAI_ 21 CONSTRUCT JUNC11ON STRUCTURE NO. 4 PER CITY STD. 333, CASE 1 CD 00 to 6111 (�HEET 7 LO I M P 0 (3 C3 Cq Cq S.C.E. EASEMENT 16 Lj 7 C%1 17 1 0 INSTALL 1-4* P.V.C. SCHEDULE 40 FIBER OPTIC CONDUIT WITH PULL ROPE + (0 P E 0 (D co 9 40 (MIN. 30" DEPTH) 70 60'zw_ - - . S 0 (D CO C 23 INSTALL 2' X 3' PULL BOX PROPOSED S.C.E. UNDERGROUND <0 Lr) A R 1 T CO TRANSMISSION LINE (DONE BY OTHERS) + :D W (10 24 INSTALL 18" R.C.P. (D1000) PER CITY STD. 341 TYPE 1 iSAWCU'T Q25 4-1- QR� SAWCUT EDGE FOR A 71- 25 CLEAN VERTIC& JOINT MATCH EXISTING In d 77 777M77= 2 RELOCATE Li CTI PROTECT IN PLACE 5 4 DETAIL THIS SHEET f....... RESTORE IRRIGATION AND PLANTING 7- 0 RT jo ECT16NI, BEHIND CROSSWALK (STA 53+53.37) -----------7-CF07,1 UY+Z--Go f 49+00 4------------- ------ OA 4$E L, Rol �4.......... ------ 13 A' ...........j A 9+91.62 MILLIKEN A\(E. ------- --------52+86.1 4 BASELINE RD.-SCE S---------- 1,4 Ile W F.H,Z, TRAFF�c F�'4_ Iff S C E S�GNAL tv 17 10 H ry Si(-NA�OPTIC (DONE BY OTHERS)CURVE TABLE STAM LD PLANE cny BEHND CROSSWALK (STA 9+90.94) DESCRIPTION OF REVISION DATE AppRWED.. CURVE DELTA RADIUS LENGTH TANGENT 0-- 15724'02" 1.00, 2.75' 5.00' SiGNAL SAWCUT GE FOR A 0- 2203558 27.00' 10.65'. 5.39' LEGEND CLEAN VE7 CAL JOINT CITY OF RANCHO CUCAMONGA 0- 90*00'00" 35.00' 54.98' 35.00 0- 20*4638" 84.57' 30.67' 15.50' NEW ASPHALT CONCRETE P.P. 151-29'47n 1.00 9 2.64' 3.94' W.V. WATER VALVE CONSTRUCTION 25.40' IRRIG. IRRIGATION 2830 13 100.00 49.75' L-4 BASE UNE RD, PAVEMENT 1= :S W.M WATER METER 12-40"49 205.00 45.37 22.78' SECTION LINE F.H. FIRE HYDRANT ASPHALT RUBBER HOT MIX (ARHM) WIDENING AND REHABUTATION 8045'33" 346.00' 52.90' 26.50' t P.B. PULL BOX -4 10-10'01" 212.00' 37.62' 18.86' 0.10' COLD PLANE A4v'h cz� -4 ;k FROM VALENCIA AVE. TO MILLIKEN AVE. 18055'29 92.50' 30.55' 15.42' TREE _�_SECTION LINE 5.84 1 T-40 49 136.67 30.25' 15.19' 0.10' TO 0.12" COLD PLANE ___t1N895542"W ,??-OF S/0 APPROVED BY: DATE-.T i2*40 49 273.33 60.49'1 30.37 ] TRAFFIC SIGN < CITY ENGINEER RCE-0 24 53 N(r 1 3'24V INSTALL SOD AND IRRIGA71ON SYSTEM 8.38' CONSTRUCTION N88056"14"E -----%-,--1.0 No. 24953 DESIGN RECOMMENDED P.C.C. HA SE L hVE RD. PK Exp. 12-31-05 CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE ROCKSCAPE STA 9+91.62 q MIWKEN AVE. DRAWN RANCHO CUCAMONGA, CA 91730 SHEET Or A,% �1 -l", PK 6 OF '5 OF CN0 INTERSECTION MONUMENT DETAIL CHECKED R.C.E. NO- DRAWING N NTS JD DAIE FILE NO 1 89 2 cl t L t -----------r11 0 40 ........ .............................................7-7 I ............... L A ............. _%E 'CH A`K 4.................... ............ ............---------- b 1\1 M K ........... ....................... Set 2" brass d*sk 'n conc. stamped "Ci of Rancho ty ICucamonga BM 10054 1987" at northeast comer of ... ................................7 ............ Base Line Road and Milliken Ave., at west end of -----------------------------...... catch bas'n. .................. ........ -....... ....... ....... .................................... at"on= 1328.075 ............ ............ ................... Elev ..................... ........................ .................. ........................................ I.. ......... ..........------...... ............. ..................... .......... .................... 7............... —17........... ..................... .........4 .........T= .......... ......77 ........................ ............ ...................I ..................... .......... ............. .......... ...... 47=--77 ........... 717 77............ ............ ............-7 .......... ......I ........................�4------------ ..................... ------ _77-7— 777'7-7 7 .......... .....................tt .................. ..... .......... ....... —----- —------- .............................. ................... ....... 7 ...... --------..........7- .................. ..................... ...................................... ...... ....... ........ ----------t ------------7 I ....... ............................ ...... ....... ..........4- 1-1 ------ ......................I ..................... .........-------- .....................................7 77 77777 -------------- ......7 ----.......... .................................. ........... 0 N S T R IJI C'T I 0 N NOTES .......................... IIT 1 ISTI ................ ............. 1�2)— CONSTRUCT TYPE (A2-8) P.C.C. CURB AND GUTTER PER CITY STD. 104.................... .......... (2)— CONSTRUCT 0.35 A.C. OVER 0.50' C.A.B. PER CITY STD. 1 00—A .............I4 CONSTRUCT TYPE 1-8) P.C.C. CURB PER CITY SM. 104 5 CONSTRUCT TYPE (Al—6) P.C.C. CURB PER CITY STD. 104 ............:7 4, BAY PER cny STD. I 19 CONSTRUCT 8" THICK P.C.C. BUS...........------- ------ 7 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CITY SM. 102 ............ ........... ...................... L A 0' ...... CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 103 (W SHOWN ON PLAN) t. ........."ERT. SCALE ------- ...........4........... ................ .......Mao HORIZ. SCALE- 1 tL 8 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C v 7, lu TRENCH, INSTALL CONDUIT, PULL BOXES,, PULL ROPE AND BACKFILL PER S.C.E. 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 DRAWING WORK ORDER NO. 6630-4107 3-4088t 6430-2000 3-21 10 AND Tb 6430-2000 3-2111 (INSTALL STREET LIGHTS 9500 LUMEN HPSV BY S.C.E.) qr 11 REMOVE BY S.C.E. 12 CONSTRUCT-3, " THICK A.C. SIDEWALK (W SHOWN ON PLAN) 13 COLD PLANE 0.10" AND OVERLAY 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) VARIABLE DEPTH COLD PLANE 0.10' TO 0.12' AND VARIABLE OVERLAY 0.12* TO 0.15' OF ASPHALT RUBBER HOT MIX (ARHM)1 OVERLAY 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) OVER 0.35" A.C./O'.50* C.A.B. Am zv 16 OCKSCAPE PER CITY STD. 542, CASE 1 17 ADJUST TO GRADE CONSTRUCT CATCH BASIN PER CITY STD. 3000 304v 305t 308j 310 AND 325s, 19 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE A, H 0.24' SCALE 1 =40 @_ 20 REMOVE AND DISPOSE INTERFERENCE WITH PROPOSED IMPROVEMENTS R 21 CONSTRUCT JUNC71ON STRUCTURE NO. 4 PER CITY STD. 333, CASE 1 INSTALL 1-4" P.V.C. SCHEDULE 40 FIBER OP11C CONDUIT WITH PULL ROPE (MIN. 30- DEPTH) 23 INSTALL 2' X 3 PULL BOX R R 24�— INSTALL 180 R.C.P. (D1 000) PER CITY STD. 341 TYPE 1 25 SAWCUT V) 26 MATCH EXISTING > +,:D(f), 27 RELOCATE cv) LLi PROTECT IN PLACE -�j SEE BASE LINE RD. 29 RESTORE IRRIGA11ON AND PLANTING q) IMPROVEMEtp-S �'�SHIf> -T z -94��E -------T 14 I00 BASEONE RD. A' F STA 9+91.62 MILLIKEN AVE. LLJ tlj .......... I7777777777 OO 14+00 7 O ili+PO 12 10 -00 T5:FOO f N�01051�5 NOO 113816 ffE 7'--- -------- 7 A17: Ij lr N............ 7 ON T li +/CD U f V) z ------- cffy \'qD �4 DESCRIPTION OF REVISION DATE APPROVED: > L OF RANCHO C'U' "CAMONGA 71 LEG%END F7771 NEW ASPHALT CONCRETE P.P. POWER POLE W.V. WATER VALVE T1 IRRIG. IRRIGATION MILRKIEN AVE, PAVEMENT lREMOVE EXISTING A.C. W.M WATER M ETER ASPH kA R 1 8 If A-7 ALT RUBBER HOT MIX `RHM) F.H. FIRE HYDRANT REM LITA110N P.B. PULL BOX 0.10$ COLD PLANE FROM BASE LINE RD. TO FAIRMONT WAY TREE FESs/I0 -If \ APPROVED BY DATE: 0.10' TO 0.129 COLD PLANE j TRAFFIC SIGN CITY ENGINEER 4�; v 1��_ RCE:INSTALL SOD AND IRRIGATION SYSTEM DESIGN RECOMMENDED No. 24953 z P.C.C. Uj PK No ca Exp. 12-31-05 CITY OF RANCHO CUCAMONGA AA-DRAWN 10500 CIVIC CENTER DRIVE SHEEr CIVI ROCKSCAPE O r, %I PK 7—OF 15 FIFP' C CHECKED R.C.E. NO— DRAWING NO.JD DA7E F1LE NO 892 it -7-T 7 7-T-77 74 4 - T t f 7.7 71-117 777F77 7 ........... 4- 4.......... 4 77 -J --- ....... 4 'T, -:1 7-Z T-- 52-' 4- I A A _4.- 4 R`/ -7 7t=7 777 77"',�'i�l i, _77 - _71 C 1987" at northeast comer of ---__A6#U_R13-_R ........... J 7 _77, A— Set 2" brass disk in conc. stamped "City of Rancho .......... .......... _4 illiken Ave at west end of ...... ......... Base Line Road and M e c, 17 C4 W_-7 .......... catch bas*n. 7, 1�71 4 7 ------- _'W -VIP W_-_ 7 7 Elevation= 1328.075 7-7,7: 7-1 4- ............ .......... .. ......... �F .. ......... ........... ...... ........................... .. .......... L7 77 77- _77 t N 7_77 4- .......... �TT ........................ CW .......... ........... ................ _4 1-1:-- __-_=_,__'L--1 1-4, 1, - _11---l-,-1-111 -1-1.111-11---I-I I 1 11--11 -1-13 1�11�--,I�,11 1_--- ......... 4- .......AD L ....... q ZZ _7 - ------ -A 7 .. . ....... -�J 77 ........... Av L4 ........... T- -7 7 r ------ Aa 0 - 77 -7 77 �._7__7 _7 ............. _L: F= 77 _7 ............ 2 z .............. 7" . .......... ........... .............. 77, 77- -1-6 U7 ------ ................. ------ .......... ------------ ........... ...... :�13 "'71 -,777TV077177 7 ---------- 37 .......... ........... T------- Wi CN, 71 7 ........... W-ju.- -------1111 11-1 1-11""1""'-11,-"-,-1-111 1-11, - 11 1- I I =7 _7 o-1 777,f+-_ 71 i7� < 0 L--------- 1077 F-- 7 J-- > _0 ..............1-1--4-1.- - --,. -j, ----1---1-1-11--1,"-11-11111 1.1-1--l-I. _41E .3747 ........... �4W 7'�'7 77 ------------ ........- L 71 lz_ii --------j[-_L__:-_1:'__' V211 U"t E3 "j, -7 4' 7_177 ...... 7... ............ �.7_.77� ----------------- 777q=77 ---------- wool 77:':7 ''T ,,,T _4 z .......... T _4 _j A < LZ M ............. f .......... 43 -------- ...... ...................... ................ _7 7 4- ................ ---------- 7TO _4 XI Mill ',:_� -41-1-1-1-1- __,_: ............. -------- T =_"Z DIARN _00L ............................. ......... A04 &Z A- 7 JAX- 77- 0 17 J ............ 7 ..... 71 _41 ...... 4 ............. .......... 7717�_713 ...... -7, ............ .............. .... 41- .............-- ------- 4 7' 7_7 7777t........ 4' _-1;51�7 2. - -T- . ..... 774 _T_ ........... 41 Z + ...... 7 ................ 7 7..........-__ -------- 77 ----------- ....... _4..^NA I's Vt%y-J.-CoVe F7 9% 171 69 -7.7 7`7 ------ i`7, 777[7. -7- -11 T��71 �1',i 7 7 C_' 77,777 77=7 7 1� RD U 7-j 0%L I _77 .77771.1- ...... NOTES N STR U"ill I V N __4 4- __4........... ......... _41 ............ 1 REMOVE EXISTING A.C. PAVEMElff AND/OR BERM "T" ....... .......... ........ 77t -.7r:77- - CONSTRUCT 0.35' A.C. OVER 0.500 C.A.B. PER CffY SM. 1 00-A ...........__1 L _z CONSTRUCT TYPE (A2-8) P.C.C. CURB AND GUTTER PER CITY STD. 104 IM7 L ir fu ............ ......... 7,"':7"t ..............------ --------........... 17 "j- t 7 J., .......... .......... ...... 7-7,_777 . . ....... ........ 5 CONSTRUCT 1YPE (Al-6) P.C.C. CURB PER CITY SM. 104 4 - CONSTRUCT 1YPE (Al-8) P.C.C. CURB PER CITY SM. 104 .......... ;��......... 'T ........... -4- .......... 6 CONSTRUCT 8" THICK P.C.C. BUS BAY PER CITY SM. 119 .............4. -�: ........... ---- ------ ------- ............... 7f 7 A V-35 4- -- A09 7 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CITY SM. 102 HORIZ. SCALE.- 1 ...... 0- AIZ&3- - 7�71' CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C 'VERT. SCALE.- 1 "=49 low ------ 9 CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 103 (W SHOWN ON PLAN) Aw 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 10 TRENCH,, INSTALL CONDUIT, PULL BOXES,, PULL ROPE AND BACKFILL PER S.C.E. Ta 24+00 25+00 26+00 DRAWING WORK ORDER NO. 6630-4107 3-4088t 6430-2000 3-2110 AND 4V 8 6430-2000 3-2111 (INSTALL STREET LIGHTS 9500 LUMEN HPSV BY S.C.E.) 11 REMOVE BY S.C.E. Irk) 13# 7 11' 13, 12& CONSTRUCT,3,1" THICK A.C. SIDEWALK (W SHOWN ON PLAN) 4F 3 13 COLD PLANE 0.10' AND OVERLAY 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) LEGEND MEW VARIABLE DEPTH COLD PLANE 0.10' TO 0.12- AND VARIABLE OVERLAY 0.12' TO fA NEW ASPHALT CONCRETE P.P. POWER POLE kmp EX I ST. 0.15" OF ASPHALT RUBBER HOT MIX �ARHM) W.V. WATER VALVE 15 OVERLAY 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) OVER 0.35" A.C./O.,50" C.A.B. �.AB IN ET REMOVE EXISTING A.C. IRRIG. IRRIGATION L--- 16 CONSTRUCT COBBLESTONE ROCKSCAPE PER CITY STD. 542, CASE 1 WATER METER W.M 17 ADJUST TO GRADE '_CF 011C�F_ K z0, 6 F.H. FIRE HYDRANT ASPHALT RUBBER HOT MIX (ARHM) R-35'__ R= M-1_I-- IF 7V '7471 P.B. PULL BOX 25 CONSTRUCT CATCH BASIN PER CI1`Y SM. 30% 304o 305j 3089 310 AND 3259 110 V= 7 7 71 9 Rmwe SCALE 1 26 R-35p O-CF 26 19 CONSTRUCT LOCAL DEPRESSION PER CITY SM. 307j, CASE A, H 0.24" =40' L 0.10" COLD PLANE TREE 16 Ill @_ 0_ _ 20' 1w) 0 -1-0---------20' 20 REMOVE AND DISPOSE INTERFERENCE WITH PROPOSED IMPROVEMENTS 0.10" TO 0.12' COLD PLANE 110� + I @5_� TRAFFIC SIGN CNI L&_ 0 ` UCTURE NO. 4 PER CITY STD. 333, CASE 1 Cq :2 z STRAIGHT GRADE !2 INSTALL 1-4* P.V.C. SCHEDULE 40 FIBER OPTIC CONDUIT WITH PULL ROPE 1, � j INSTALL SOD AND IRRIGATION SYSTEM < - 1_.; or in L46 MIN. 6" CURB WITH 2' (MIN. 30" DEPTH) 6 TRANSITION TO 0'1CF 23 INSTALL 2" X 3" PULL BOX P.C.C. f_: F: @- 00 C14 in W AT EACH END 24 INSTALL 18" R.C.P. (D1000) PER CITY SM. 341 TYPE 1 co 0 72' 0) 1-V_ z 0�_ ROCKSCAPE 17 Q�r�z 114 25 SAWCUT C14 to 0 ej W LO Z ru" ETA I L B V_ n SEE CENTRAL Cd + + Uj A eq 4 0 26 MATCH EXISTING in PARK PLAN C4 (3 0; 04 .%_ 0) oil f-: NTS 27 RELOCATE ___j -6.5" 6.5 + + zn-- @- 0 7 9 Cj 3: 04 0 12 04 28 PROTECT IN PLACE 20 7 - . "'**- 6 + co < 0 0 20 -t T-1 Ix 1 9 0 C14 Ld o Qq- RESTORE IRRIGATION AND PLANTING 0 6 co no 't 0 20 (,n V) 0 ------- S/w f 4,-S to V to P B S C E- ze -7 ELI d T il _I ", _111-1 -1-1-11. ;)`7 1 1�11`I 1� '�0 , %) 77'tn P 7- 7 =AT4,_ y; J T 141 TI ------- kANSr 0 ?W, + C� --V Ljj F + COBB /4 A M bj 'M 20 20 0 20 6 V) bi .14YIREMOVE EX 7 AQ r J ,J UJ V) V7 Z,� VT y V) _R LLJ OVE A + "A Ljj 2C T __T 7 f V, V) 'ON 7 c4U Lij __$TRY ' K gi% V 7, V CRY "',Mn j SECTION,-_�L E V) -ON LIN n 7 Z", DATE AppROVED. 4 W DESCRIPTION OF REVISION OD A 4 < z �j C-4 5 1 - I� ",, -,-I� . . Ld %C2 SCE VAULF A-, Q �RR�G. 6' C&G => j5 Ej + IRRIG, X-t (0 0 + CABi TRANSITION r% < 013 CITY OF RANCHO CUCAMONGA W (n Z V_ C14 4� L Q_ STA 21+83.18 20' 20 < r- N (0 + IL n:$ (3 to C3 to CURVE TABLE N Ma; 0 P%LAN AND PRONFILE . n W r- CD 1-:17) Cq CURVE F: RADIUS LENGTH TANGENT -y (D M1WmF`%vLN AVE* PAVEMENT C4 . 0 157"24'02" 1.00, 2.75' 5.00' 0 I <1r-z N no r-Z 0- 22-35'58" 27.00' FO.651 5.39 < no REMABILITATION 0 90-00,00" 35.00' 54.98' 35.00' 0 20046138" 84.57' 30.67" 15.50 9 SEE BLOW UP DETAIL B FROM BASE UNE RD. TO FAIRMONT WAY THIS SHEET 151"29'47" 1.00 2.64' 3.9 4' ESS/ APPROVED BY.- DATE- 28-30'13" 100.00' 49.75 25.40 CITY ENGINEER 1W V 1z RCEG- 24953 12"40'49 205.00 45.37' 22.78' 8-45'3,3" 346.007 52.90 9 26.50' 0 No. 24953 DESIGN RECOMMENDED rn Q 10-10*01" il 2.00t ' 37.62 18.86 W Exp. 12-31-05 PK_ CITY OF RANCHO CUCAMONGA 18-55"29" 92.50 30.55' 15.42 DRAWN 10500 CIVIC CENTER DRIVE SHEEr 1 T40"49" 1,36.67' 30.25' 15.19' X CIVI PK OF 12'40'4� OF C 8 15 9 �3 37 0.3�_ CHECKED R.C.E NO DRAWING NO. JD DATE FILE NO 1892 77 777-7777-777-777" T t I- t `7' 77� r 77 777 , 7 7---7111-1-11-1- ct 1-7 77777777=7 _4 J 4 7777=........... ....................... ............. 7777 L L A A 1-%j'CHMANK ------ ...... BE ............ .......... ........... ................. Set 2" brass disk in conc. stamped............. ............IC of Rancho ....................................... ... Cucamonga BM 10054 1987' at northeast corner of .......... ------...... Base Line Road and Mil liken Ave., at west end of ............ .............7.................. catch basin. ............. --------T rlev at*on= 1328.075 It ..........................I .......................L ............................. .............. ................. I4................. .......... ................................... ...... ........17 --------- ........... ........... .......... -------.......... .............. ................................. ...... ............................ .......... .................................I ........................... .......---- ------ ------......................... .............I ......................... ......................... T ....... �,7..........7... ........... ......... ------ ....................... t------- ... .......... ............................. ............ ....................... ....... ------- ....... ................ 77t�1��............. .......................... .................... ..... ........ -------.............................................. ----------- I ............. ................. .................. .......... ............... ........... -------- .....................---------- ------- ........................... ...................... .. ......... .................. t ----------................ ................................................. NVII N 10TES ........... CONSTRUCTI' T7 I REMOVE EXISTING A.C. PAVEMENT AND/OR BERM CONSTRUCT 0.35 A.C. OVER 0.50# C.A.B. PER C11Y SM. 100–A 44 2 ................ CONSTRUCT TYPE (A2-8) P.C.C. CURB AND GUTTER PER CITY SM. 104.......... ............... ......... CONSTRUCT TYPE (Al–8) P.C.C. CURB PER CITY STD. 104 ............ ........... CONSTRUCT TYPE (Al-6) P.C.C. CURB PER CITY SM. 104 ft ------- 6 CONSTRUCT 8" THICK P.C.C. BUS BAY PER CITY sTD. 1 1 9 ---------- ............ ---------- 7 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CITY SM. 102 HORIZ. SCALE.- 1 =40' ------ 8 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C ...'s".4aw VERT. SCALE.- 1 9 CONSTRUCT 4" THICK P.C.C. SIDEWALK PER Cny Sm. 103 (W SHOWN ON PLAN) dftv 26+00 27+00 28+00 29+00 30+00 31 +00 10 TRENCHo INSTALL CONDUIT9 PULL BOXES, PULL ROPE AND BACKFILL PER S.C.E. 0:1 DRAWING WORK ORDER NO. 6630-4107 3-4088t 6430-2000 3-21 10 AND 4r 6430-2000 3-2111 (INSTALL STREET LIGHTS 9500 LUMEN HPSV BY S.C.E.) ftam 11 REMOVE BY S.C.E. 12 CONSTRUCT ALK (W SHOWN ON PLAN) ,3" THICK A.C. SIDEW 13 COLD PLANE 0.10" AND OVERLAY 0.15# OF ASPHALT RUBBER HOT MIX (ARHM) VARIABLE DEPTH COLD PLANE 0.109 To 0.12# AND VARMLE OVERLAY 0.12" TO fA 0.15' OF ASPHALT RUBBER HOT MIX kARHM) tow @15 OVERLAY 0.1 59 OF ASPHALT RUBBER HOT MIX (ARHM) OVER 0.359 A.C./100.50" CAB. 16 OCKSCAPE PER CITY STD. 542, CASE 1 17 ADJUST TO GRADE 18 CONSTRUCT CATCH BASIN PER CITY STD. 300s 304j 305j 308s, 310 AND 325j, 9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE A, H 0.24' SCALE 1$9=40 9 20 REMOVE AND DISPOSE INTERFERENCE WITH PROPOSED IMPROVEMENTS UCTURE NO. 4 PER CITY STD. 333, CASE 1 22 INSTALL 1-4" P.V.C. SCHEDULE 40 FIBER OPTIC CONDUIT WITH PULL ROPE (MIN. 30" DEPTH) 23 INSTALL 2" X 3 PULL BOX 24 INSTALL 180 R.C.P. (D100O) PER CITY STD. 341 TYPE 1 25 SAWCUT 26 MATCH EXISTING 27 RELOCATE 28 PROTECT IN PLACE 29 RESTORE IRRIGATION AND PLANTING (10 CN 00 IF—Ljj 14 i�j V) ISTART COLD PLANE ULHIND CROSSWALK (STA 30+02.99) 28+0 N00*05'q-LLJ V) 28+0 -30+ n- 30+ 1.24 7 LEGEND.......... 30 _j bj LIJ I A, 3 f L IKEN A VE. P.P. kOCTIQN NEW ASPHALT CONCRETE V) LINE CUTIEDGE FOR A W.V. WATER VALVE 25-7 CLIEAN VERTICAL JOINT REMOVE EXISTING A.C. IRRIG. IRRIGA ON W.M WATER METER My ------ -------- F.H. FIRE HYDRANT DESCRIPTION OF REVISION ASPHALT RU13BER HOT MIX (ARHM) DATE APPROVED: P.B. PULL BOX 0.10' COLD PLANE TREE CITY OF RANUMO CUCAMONGA 100 0.10" TO 0.12" COW PLANE TRAFFIC SIGN INSTALL SOD AND IRRIGA11ON SYSTEM MIWKEN AVE* PAVEMENT , P.C.C. am REnABILITATION ROCKSCAPE FROM BASE UNE RD. TO FAIRMONT WAY?vt0FESs/0 # - I�V, .>�I I, APPROVED BY:If `\�, I DATE: ---CITY ENGINEER RCE: 24 53 No. 24953 DESIGN RECOMMMDED Exp. 12-31-05 PK CITY OF RANCHO CUCAMONGA 6ehL. DRAWN 10500 CIVIC CENTER DRIVE CIV 1%, SHEEr PK OF Cp.01 —9—OF 15 CHECKED R.C.E. NO_ DRAWING NO. JD DATE FILE NO 1892 J/00�.------ A/P.