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HomeMy WebLinkAbout2241 SITE VICINITY MAP . I / i1i I AM E / FOOTHII...i.-, BI..VD (6 6'1 STP.,, EET 1rV1PFtC)N1EPAENTS FOP*.. ETIWANDA AVENUE AND AW UE N.T.S. = ' AI I U 'tr Iti'cJ E I�:fj j 't Y - I Y..-' L n � � MERRILL AVE. 111111111 I -I V) " C-) �< - SITE f"%11' :�--�-, 2 C".) -- ri, C 0 CUC MONGA CALIFORNIA - CITY OF RAN H A :z )Sr� ,-!" iLLJ ;Z) � y -.I C:) . I1C) L_�J ,: ,- (� __j CY_ =*-' ' `� ; 11-TH SM Iv.T Ch. F VAI I-EY AVE. 1CONSTRUCTION-NOTES Q U A N I L1:.Yj I - CD 50' o 50' 100' 154' SAN BERNARMNO FREEWAY 0 _I .- SI...OVER AVE. <: 0 �CONSTRUCT NEW TYPE A2-8 CURB AND GUTTER PER CITY STD. 104 727 LF _ _ - ,... - GRAPHIC SCALE: 1 " - 5a'�-a" I L. :..t 2 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. 103 3517 SF '1� „> � =:r F: C 0 =�--- JURIIPA, ' �' 3 CONSTRUCT NEW CURB RAMP PER CiTV STD. 102 2 F SV, % ��� I-M J�JRIL)PA AVE. ' ..I : > `_.,.- _1111... 4a CONSTRUCT 8" THICK COMMERCIAL DRIVEWAY PER CITY STD. 101 , TYPE 'C' 2 LINE SYMBOLS ..... ..... .......... C> 4b CONSTRUCT BUS BAY/RIGHT TURN LANE PER CITY STD. 119, SECT. A-A 3545 SF I I - ­ :, 5GENtv:.x, 'RAL NOT ES; 1 11 �','��,."I­­ ­­ ;:­ ­" , 1 : 1 11 \ \..>... 11 , ......,........ ..-. :1111 I I ;ti��,-���. . ..��-:�'���.,�.'.'��,,�,,�.-..,'-..�����, ,���lI I ' ' I 11 4\ \ ,..111 ff/s 1111_._._,-1111... , .. .-.:.- , \''. ... M1..1:1:11 :... -. ... \ Y I .......... 1111. .. ___ ,. ., '1, .�, ,♦ ,1111 -1111 ........ :. .. .,...:.......,.,... ,1111.:,. ., 1111.,. ..\, ,.:. : , , , ,. '.., , , .,. `.. . \ \\ :.,', 1 11 11.. .........:.. . : :,: ` >. -., ,.•, ,..,., ,'.. ',•,.:,...� .,. ...\ ',,. '..•.. ,., ,.,,: \ �, ... 1111 .. ,... .,..:, : . ,,, \, `, `�:'`;\ `\ 300, SEE DETAIL ON SHT. S 1.2 _ ., ,, ,,, .., .., \ R CITY STD `' H BASIN TO BE INSTALLED '� NEW CRTC B :;`•. ` :. , 4 . . , `,', _ ,1 11"1.\ \ "`'•�\ 1 '..�",. :;:::. :: .,\ ,:.•. :'„ ..,..`:'♦ :, , ,.,, : ;\• :♦ :, \'..;..,� `.`k'i...,:. ,\ `, 4 1111 1111..:,; ,.., ., `, .:, . '^,1111.,. :....,...:.•,v r ...ti \ `, --1111 .. 1,11,1... 1:11:1'.. _,-.:1111... ..,,,...\ v .., ',. \ f F-',' , n ,.> :,' ., T. IDE u TALI \ ,PAdEI�,ENI :: .\ `.F :'`i .. \'`. .',,\ -1111'\ ..\ `,.•. lA Ad / v ,. t '.., , 1,111, ,: , `.. :, .. - :,.....:, :.:,. .n;. .: \ ``-,,; \.: : •.'. F. s.:' ... .::'::: , , , .., .`',, ,: , / , :.,:v,.v/v.:.::\1111 ..,... .: .. .: ..f.. ,r..1•. 'n. 'r.. ",. , /,. 1111. ... '.,v f / r w ,:. F... `, •v.•..',. , '..♦ ,. .i -,,•.. ..,, ,..: .. .,.':,: ,: 1111,..:.. •1111• \..-. ,1111 , Y, -.\ '+, �`, ' _, .:, Cit f Rancho Cucamonga \ \. :. . .,:.:., \, shall be done in accordance with these Ions th o TIN 6 WIDE CROSS GUTTER : ..: . : ,.:. ..., ,., .. . , :,1111.: .: \111,:1.:`...,\ / : .. : ,. \ \ ... ,, ,. ,. ,:' 7. All work p Y 9 Go NSTRUCT C O UTTER PER CITY STD. 106 A JOIN EXISTING 71 LF \: , .. 111,1 .. : . . .. , .. , ., : 1111 ,.. .♦ � <`f\.: \', . \ , 6 . ... 1111 .:.., f.. , .. .! .: /- ..."., -..-+-- .. , 1111. :. ,•1111_ . .....,....:.,-. 1111 ..... .. .: ....,:..,:.. .. .. ... ... .. ..:\:..,F,,. ,:_ -... .r. '�,-+. .. .. 1111 :. ..:.. ,:r ..� .. , , .., �. , . ,1.,1:11.,..,,/-,. \... \ .. ::::,. .\:.,:,., n. ..`.. ... .:.. .�:._..__.:: .-+- .:, .... .. , , .. -111:1.' -.-1111. 1111.. '� "' I.F t n ♦ 111,1. _ , ... ., . . . . _ r Public Works -current edition .,.,,,� . u_..:,. /:n ,1111.. n� ,, .� :\.:1111:< _t.. \.. t dards and the Standard ecificatians fa bl , IN ::.. :. .. .....: \: �'F'.. tR81PA `EI�tiEI1T/SiID� PR1P AT STREET CENTERLINE. :... / ♦......r '. , :. :<,. �r<`.: >: \ ) . 1111: ,11:11 ,.: .._,: ', .. .. 1111.. , . .,,:,.. ... :.. 1111 . . .,.. ..: _.., :.., .,.., �..>,... , :..F :'..:; ';:`.:;�.`,::. , . . . .:.:-.: •..:•. -/'\,-1',;-%X,111,1.:,. ...:`:..:� ,,`,_\:....::...:.-, ..""..:.\.:.F 1111. 1111,:..,,. :/ :':.::,::::.-.... .;;t;`,..:t:':'.;':•. ': ..111:1\:.. : : .: `.:.'::!.`` -_ is .,.F , v,` ,. .. ..:.:':. ".;C if.:�<.;..,.\:.:,n-:..:.:'v ,/.:.:. .,/ : __ ________ - including its annual suppiemertts of arrtendments. Contractor shall be familiar with ands all 7 MATCH EXISTING GRADE. - ,, \ \ - - ExsT,a�Riw - I~Ei CE (E TING) be responsible for adherence to these Standards and Specifications. IS . _a_ N t ++ ;:,. ; • ;. 4-- ; p * COI TOt R E ISTi& G) . All pipelines or substructures of ani kind,telephone.or power poles,grater meters,valves; (� A REMOVE,. 81 2 L F ;*� � : ::: '> �- --� ( ) i r in W - _-.__ shown or not shown on these lens within the right-of-wayl rrjifis c� . : 8l SAW CUT EXISITING PAVEMENT AND E . I',. " Etre hydrants,etc,, p I . : I`,`- u.' * CON-FOUR (PROPOSED) adjacent areas where improvement work is tc be done shall be removed,reptaeaed, V 495 LF � �­: :1 I relo11 I icated or protected in place�as required at no cost to the City of Rancho Cucamonga. EXISTING CURB AND GUTTER TO BE RE.-MOVED ED1. � : \� EASEI'�ftEINT __... � � � ",.:*. , ,­......­ ; " §I „ ,.::,., - -- w y �- ' 3. Any contractor performing work.on thisproject shall familiarize himself with the site and shall OVER 11 CLASS ! A.B. OVER 8 NATIVE SOIL COMPACTED TO 95% PER SOiLS 8979 SF .. ,; , CONSTRUCT 5 AC O : ° 1Q Q \. : ... .'1F _: o ` - - be solei res Qrzsible for an damage to existing facilities rEsultirig directly ar inirectiy frgm RECOMMENDATION. OVERLAY WITH 0.17' ARHM PAVEMENT TO MATCH EXISTING, SEE GEN. NOTE(S) 9&10, SHT. 1. 1 \ of �i t° � PROP LICE tEISTING) P ERTY 1 I his operations,whether or not such facilities are shown on these plana -_ �`T 6" AC OVER 9" CLASS II A.B. 8138 SE EXISTING PROPER.fY LIFE `PROPOSED) 1Q8 REMOVE EXISTING ROADWAY CONSTRUE , . � ` INDUSTRIAL cf Ran ho Ctcamran a Publicttl►ar4cs Engineering OVER 6 NATIVE COMPACTED TO 95� RC, SEE GEN. NOTE(S) 9&10, SHT. 1. \<, C: ------ zoNE 4. A permit shall be obtained from the City c g_ g g t I PILI-tT-C1=�'�r'��AY ` o ° �o iDepartmertt prior to any e1 .ncroachment or within any City of Rancho 10c CONSTRUCT 6 AC OVER 9 A.B. OVER 6 NATIVE COMPACTED TO 95 RC, SEE CEN. NOTE(S) 9&10, SNT. 1 . 5584 SF I; i I Cucamongaeasement right-of-way. _------------------------------------------1.......111-------' GAS 4 ,: ♦/' \ fi .................... ..................-,.................. (EXISTING)STING) e en ri a 11-: � , , ­....�..111. 11. � � I �� � I -___ : 5. All grade stakes shall be set by the Contractor`or Engineer. having stale s shall be set at all 10d CONSTRUCT AC OVERLAY PAVEMENT TO JOIN NEW CENTERLINE PROFILE 2459 SF1,�!����=� 1 , ., ---__ I a G GAS (PROPOSED) ': Ft NORTH OF C-NTERLINE. ,; hinge points, edge of pavement points within 0.01 foot of sub,gra e elevation and at not AND EXISTING PAVEMENT : _ -- i oz t ox to I a re than 5D foot intervals. Additional paving stakes may be required by'City Engine r as I o ................ _....................................-... ELECTRICAL(EXISTING) - , C o i _............................. - needed.at warped or vertical cute+:areas. 110 C,0[_DMILL TO A MINIMUM DLP1I1 OF 0. / . WIDTH CONSTRUCT ARAM C)VC_Irl__AY FAVC_MLNC 2Ea99 LF # � p TO MATCH EXISTING. , .�,. E ELECTRICAL(PROPOSED) , I I © ' i : - _ i a I 6. ;i1 sewer,water,electric,gas, phone Qr:other utility laterals, mains, or crossings shall be r PAVEMENT AS DIRECTED BY CITY I ` i:.;:...:•:: ,, a i - e _® - : ------------------------'-------.,1.1....11................-...- t: ....................._..-"---...._....-------.....----.....1111. SANITARY SEWER `E ISTIING) constructed prior to paving. a COLDMILL AND CONSTRUCT AC OVERLAYPAVE 1 b20 LF c ENGINEERING INSPECTOR TO JOIN AND MATCH EXISTING 1. : [ : - v . -, i L < a D(Dog i "" 'v ® ----1111. p p _ _ F2� ; S SANIITARY SEWER (PROPOSEID) 7'. Compaction'tests of�eimbankment construction,trench backfill, compacting original ground ° COMPACTED TO 95 RC. 524 SF '�p 11 c CONSTRUCT 3 AC OVER 6 NATIVE u Trion A t . . and al! sub-grades shall be performed at'no Geist to the,pity of Rancho C ca ga G - 1111. :; ......__.................. STORM IDRA.INiAGE (EXISTIING) written report with these corrtpaction tests shall besubmittedto the pity Engineer far C --- - o 12 EXISTING CABLE TV PULL BOX TO BE RELOCATED PER OTHERS 1 SD S�I ORS DRAINAGE (PROPOSED) approval prior to ilio placement of biose materials and/or surfacing,. P ' _ '' k EXISTING ' I. INDUSTRIAL " 11At the completion of paving;:a materiels report she'll be-submitted fie thu pity Engineer. : zoNE WATER (EXISTING)G) tan r an of �-; 3 ,; \�.,.:;r: o - Listing all tests or determinations completed to verify stability oil content d g adati S REMOVE AND RELOCATE EXISTING TRA i1C SIGNAL LIGHT PER OTHERS po 9 \ 1 v ��__ asphalt paving. ;' v:: WATER (PROPOSED) 1 14 TRAFFIC SIGNAL PULL BOX TO RELOCATED_ PER OTHERS - - �11 11 ;; 9r or'ti snstailation tfany pavingc,(a/�rn}�ateriais/r�ep�art sS�ali be submitted to thy;City engineer. . 4 l Q 4 completed 1 it � 9 7 t f I11 I sting.all tests or determinati._n p t ver`fy: R4. ue sieve.analysis ands nd P OTHERS 4 : . F , : :: ... equivalent cf aggregate base, S POWER POLE TO BE RELOCATED ER - f G>: \ t' y 1--L i' 1Ct. F�aving sha11 be peefo,rmed in aceardartce with R-(aline and Paverr7ent tests taken to :., __ 2 RELOCATED - : - : .17' COLD MILL-5' ' OVERLAY-28' _ 16 EXISTING STREET SIGN TO BE % , •, ... _ __,__.__..w- .,. 2 (a 2 ARHM :1:111..: _:.:. ' :: _ - determine structural sections., _ . : 11.W h1. en improvements are to be placed on native soil,which consists of rocky material, the 17 NEW STREET SIGN BY OTHERS. SEE SHEETS 5 & 6. - ( -'" sub-grade shall be prepared by removing ail racks which protrude above the slob-grade and: `... 49.73' 6a.o .ala voids or depressions shall be filled with a fine grade material of a quality better:thart the a NEW 16 000 LUMEN HPSV STREET LIG .:` ExisTING EXISTING IA 83.73' ry . INDUSTRIAL rtat111E'`material. : BUILDING ZONE . ` • ca 14.o' 35.73' 48.0' 12.a' a 1.2. If the asphalt concrete is to be placed can sib-grads a soils sterilant registered by the E.P.A. 1 ! 1cn for use under,A.C, and P.C.C, shall be uniformly applied at the mant:lfacturer's a INSTALL STORM DRAIN MANHOLE PER C'TY STD. 319 �I TYP, 22.0' EX. CF 5.00 recommended rate fvr'the full pavement width prior to paving; x E 18.o' I SLOP 1 .Estimate cal:guantitiss i provided by the Engineer only for the convenience of the developer; CD 20 T TREES SHALL BE INSTALLED °`R THESE PLANS, NATES, AND LEGEND ON SNT. 1 STREE E - W SLOP ` E r :,:,.-..::........:.., :r:>�:'m�::.,�. w t attn of constrtarvtion uantfies before submittin SITE PLAN i ti ....,.:h..,h.. .,.,..t....:....: .. .,. r, .:;;< :I the r shall make has a n d renin q _. :,,,:. -,,,..y: t� r.. t.,ta 1111.u:,• r.:/•: •-:N:,�:..•:.. .....c?.�..;�.. -. , : ., ::.::.r.:::<.;....:... . .::.,.,.., ..,..•:..r•.....:r. ,>♦:,.1111... k n-1:;> r 1111, :::.,,,:,:::.,...:::.... �. :.,r. 1111::.:,1 .....:�, 1::11\r.,:,,. ..,:: :: ..: A. ...............:.. .: .. 1111 ., A....,.. : ::.;»>:,.::....,..,:.,... ... n roc a I ::: ,: .> .:.<.. X.�: :�:s.:t.::`•• _. .': -' :. :,:`..<.:. , . a bid. An item of work re uired b these- laps which`is not specifically listed in the ,.. 1111. f-.. .. .•,:,. f.:'•:',.:'r.::,,.":Z�.,.^:.vr•;:.: -.,.. r 1:_11_1 , }. ... 1111^.::/•..v;:s.,;.::,,:.. -...: ^.:.::,..:r-^Y'.'-:. �y.-;v ^f-. .. �,,...•.::::.,.i.: :.: .1111.w':.;:..,;-:::., ..t>+.......v.....1111,.._%4-e4"' •.., _ .::ti:X. .. y Q y p_ p y n. ,.,„a> :....,.;,.:..•11 11_ I t::::: F^.:.-•1111, t considereds includedin e other items of work, 21 CONCRETE R ETE LANDING1. ' ':'':: ;strrr7ate of quantities shall be e h t rYts k, 5 X5 C0 :...:. w q ;.. '; ::.'.:;: ., ,{.:.•';I i :: ::":1:1; - :' :: : ::1111..., 14 d Nutl^tber'4G1 shall becnstructed of : .. : ` -`� .Street signs per City of Rancho Cucamonga Standar EX. PAVEMENT,:::: ;: :':: 5"(.41') A.C. PAVING I UTILITY CONTACTS ; each intersection, SECTION : 11"(,91') CLASS 11 AGG­11, . BASE :.._. ' COLD MILL EXIST, PAVEMENT 5' WIDTH ARHM PAVEMENT 8"(.67') NATIVE SOIL 1 5. City approval of plans does not relieve the developer from responsibility for the correction of I 100 error and omission discovered during construction, Upon request the required plan 11 a OVERLAY 2"(.17') 8 COMPACTED (95%) TRIC: SOUTHERN CALIFORNIA I I I revisions shall be promptly submitted to the City Engineer for approval. CIVILLEGEND AND ABBREVIATION � CONTACT: Ci TILL TACT: T A Y H SECTIONTYP. ROAD - IAVE. 16,Worksite and exterior streets shall ben a neat, clean, hazard free;orderly',stat ,throughout 7951 AVE, 10500 CII T SCALE: 1"=20' construction. Site shall be cleaned upon request of the inspector. I GENERAL SYMBOLS - RANCHO CA 91730 F T CA. 92336 17.Contact all.Utility Companies as required,,4hours prier to excavation. (909} 357-6163 (909) 477-2710 SYMBOL I DESCRIPTION SYMBOL I DESCRIPTION F (909) 477-2711 , 49 5C' `L 59.5' PATH O1F TRA' E111. (ADA ACCESS) GV SAS VALVE: I I TA : T � 86.56 c� 10440 TA : F I TILL �i 14.0' 35.56' S1.o' 8.0' �® BI=P BACK FLOW PREVENTER HB � H>OSE SISURBON SHEET 3 __ RANCHOCA A 91730 7951 TYP. 1 od 6'-12' 17.o' 21.0' °O, n _� _ - 4 � ENCHARI INS INI 'ERT (909) 483-7443 TAA . 9 336 LLJ'{ JOIN ExIST- ExIST EP 11.0' `� 10b � Civil Issue to Rancho Cucamonga 7/1 /09` - i SLOPE) . .�1 >�. SLOPE 1 oc °O_ _�__�- --.-__.�__...�..__...�__.._.__-.-_.�_._..�_�.._-..---_____--._._-.._- _____-__-__ . __-__-.__.-._--�--- _._ __ :�--- - <,>:> 4b . 111.1_ ;, ----�- , s 909 987 2591 i 1111:-----. 1:111,. ,,,: , �� __. 1111<.:.:,:,.::., CITY f " . � 1111..>�>:.>:>..>..�.,. ( ) , f, 1111_. 1111...� ..-v-+ /. �.,.• FoY:.-, .:>o... :�\?v a I DITTO __ .., 111: :: 1 :: F,:�. .:�.: \ :♦ , ,I._l� `r F I�: P .,111_1, .. s..�-.:. I'.�AC � IOW \ DATE .. F 11. t t K"^'l•* 1. F L HAFT r, TACT. I L C t11. STREET E E L E `�„ , SPR. X11 � .� ,ON TI�. L � �C I CI M �, T�,I I S�.SII , I O'NT"Yo 0%F R A ri%-o H v k.;U U #4 U P : (909) 335-7867 C 7°) ii- QQ 'M VAMur A a SCS STC'Ri DR �II� A CAST I�3 MIN. e -..---r t I T 1111:. „ (.6 CONCRETELf Cl S , { ' 6 5) CLASS II AGG. B SE ,,. , ... GROW -: STREET NAME BOTANICAL NAME COMMON NAME SPACING SIZE QTS'. EX. PAVEMENT CM CONCRETE I�sf�IASONRY SS SANI t�A.RY SEWER SPACE 8 PLAN AND PROFILE SECTION 6"(.50' A.C. PAVING LI m N 0"h ARRONW R%ju .i,v ARROW ROUTE GINKGO BiNOBA MAIDENHAIR TREE 5' 15 GAL 1 6"(.50') NATIVE SOIL 9°'(.75') CLASS II AGG. BASEI TE CMP CORRUGATED METAL. PIPE bV t:1 SPRINK ER'�A.LVE FAIRMOI ETIWAINIL)AAVENUE A U II I (�) I 5 0'C COMPACTED (95� CO ; %d"'h T R E E T 10 jm'h L ANO 0 bm"'h ZI :t CLEAN OUT TG TOF=U OF" GRATE 1=E 1=INISI 11=I._OOR TOLD TDP QE I"�ALL GEIJERA SCALE: 1 I LjK%.f;dUU0 0`580% & woft 0%W2d%"%d%=0%Aft'a 0%&ft °'=20' I GETIWANDA AVEI E ET . PARVI�LORASTRALIAN WILLOW 5' 20' Q.G. 15 GAL 10 FG F=INISH GRAIDE I OI TCP OI tS1 RNID -� a TOP O CURB CONSTRUCTION MOTES FOR STREET TREES: STREET (SHEET INDEX) FES I FH�, E"IRE I YL"�RAI I 1 C r___- -_ __-- ---- ._._ _.__.__ __------________ ---____ __,-----_._________ ��°e oR SMF TTY ENGINEE RCE X53672 R N9� APPROVED BY --- DATE O �` 1 .} ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY ,� <<o SARK A. STE ER, P.E., G.E. � R . 0 PL - 1 L01,t`LIME WIt1 'MATER IVtETER -'- i{ _. , ~ STA DESIGN R D STANDARD PLANS. 1 �y fREET PLAN CO"vER SHEET --__-__ �' ^ _ I EC MME DE E 6 30 1 Q _ -_: - - r 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC W No 62698 r e ,&1 : E:. _ 2 STREET PLAN_PLAID PROI*ILE ES FINISHED SURFACE WEE �' 'Af�TER'��AL�E } R PART SNALL BE FURNISHED TO THE CITY INSPECTOR. ANY e o C t SOILS E xp' '� :\' STREET PLAN PLAN &PROF=ILE * l I`� ' fq ! --- �`- UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SHEET I 50 GIDS1�IRE AI�ICHOR YL l YARD LIGHT i ;., ____,- DRAWN Arcadia, CA 9101)6 r. Ste. 2 ; / r SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. P 4 STRIPII` G FoLAI t , 55 E Huntington D - ---t ; i A �' (, S ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY TRAFFIC SIGNAL PLAN �ar rpt� o GP ,/(� GiUAPID POST , ,s 3.} ALL STREET TREE office:s2s.as2.o27s OF 7 THE ENGINEERING DEPARTMENT. TRAl=1=IC SIGiAL PLAIN0 _ Fax: s2s.5�4.2p94 W .-.-----___-.�-..�.._�._- .___.._-_._ - i I NT PLAN S _-____._-.__-_-_.___._.--._--. _.___..__-__.--_---___-__ _ ____ _._ - R TO B E LAN T E D PER PUBLIC I M P R OVE M E ;CHECKED R.C.E. No. DRAWING N 0. ___-_...---.-_____-___-.___.-..-------.__-.-__:_-_-_--_____.�_____-_--___-�.-__ - 4 TREES A E -- G ; } CROSSTSECTIOIS STREET i i ,I', _ _ (� 'i . ONLY. - _- -- - _ __.� I DATE FILE NO. I---------.----------.......-----.-,�--..--.----�----.----.---.--------------�-------��--�-----�-----,� ■ S-,\Engineering\Prljjects\CM""" r _ i i . 00 0 0. ........ .0)+ +,I- 00 110 Lr) L0 L0.. . . . .... . 06 L)0 66 0 C14 n C'� Lo + L0 C3)0 1 1 630 + if)1_�j + 00 1_0 LJ r-, + — 0) + 0� L() 0> Lr) Lo 0)(D + CY) 00 + (D r-: th Lo ct�in 0� 0 C6 in i (D+ 0 + in U Lo co F_ 0) F_ U) Lli U)In CO N U') NI) ___U)1__� ____ i — (n 1_1 _­_ 76) — — — 0* Cf):+ — L:1 _�2+ 0 + r- 6 ____in LO ..........Q0 EXISTING PAVING in U) in in 0 2 7.) 0 in V) bj Cn 0,� 0(0,71%)li55 C14--- ---- EXISTING TC NORTH OF C/L +(0 C6 :C14 EXISTING FL (f)['Ln) V)c_D +t') 00 X + L0 (f) Lr) 11 0 1, U)if) i 0 LL U) 0 00 0 LL_ 0 0 tr% _L f 0 1.17)r r) =4= + in V-) -It 00 in 00 LL.(/-) I +0 in Lo X + + 57<V) (C; iLL_ + 00 L...... Ln- _Lj ..........Lij 0 Lr): .(6 L0....... n 0 ...... in Lr) 01cl) + in U) V) in-................... V) in CO +CJ if) in in in r 00 U)(D Cn +00 I 70 4�27,.......... ....... ...... . .. ........ (0-.-42 �,,5 4 7 La ------=,.�LL_ CD Lj_ + in V) .92%)-4- CD Ln+ C'j + Cn U)Ln lj 6%in r: in /n, EXISTING CL< OF ROAD- ----------- In ----- ---- ....... ......10 PROPOSEDCL ...... ...... .......... ........ ...JN cn 0 U-OF ROAD 1+c�(,n I oc)ao ........ ......1+7273 PVI STA PVI .---LEV,, 1154,53, > M ....... ...... ........ad Lli Lli Cn M (0 00 >in CD + r� 0 I 1 r) > I I—f- (�:)(�:) \ //,-\ (7q C,�I U 1_� ff) �t LL_M UU UU vu C5 L.0 F_ �t Lj_ 0- 0) t LL_ Lli + + +> 00 + X:2......... ----------....... ...... ...... (0 t 00 Lr)r-Ln V-) 0 ....... 00...... +LJ Lo V') 0) Cn 0 (C; L() Lr) LL_CjD L0 if) <L0 < LO 0 LO in.. ....... _;t A .....­_< Cl . . ....i (.0.r- CIA In (n z + w" ,, "-, ..... 0 U-) Cn cn Gi_j Cn Lij z cf) bi Li 00 OPO+0 0 U) w V) <Z 00- 11 00 M 'OF C/L- 9 ......... Q.257-_in 1.0 in in 77�in (f) LLJ ... .......... . ......i+ ++00 00 i0, .....<LC)ry Ln U) .....rl'Ln ......-t LL_ ..........1 r7 CZ (n M U)IN M 0 EXISTING EDGE OF PAVEMENT------------ SOUTH.. OF-C./L. ............ --------- ----------------------- ........... ........ ........ .......< ­PROPOSE0 FIL SOUTH--i -----------(n U) M .. .... ...... EXISTING EDGE OF PAVEMENT I ­ ll /L_ ....... . ..... . .. ..... ....... ...... .. ............. ............. ................... ..........1+00 1+50 2 00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 ARROW R Of& 1% T E P ERF%ftm 0 IF I L E 20 0 20' 40' 60' TV-X 11 57.63FS GRAPHIC SCALE: 1 20'-009 U) GI3 tvi .......... .................................------------ ........ .............................. ...... ........... ......... ................... ............................................... ..................................... ....................................... ................... ....... .......... ................................................................................. .........----------------............................ ------------------ ........................................ -j I 0 -----------------------­-­. ..........0__j 0) ........ .......------------ Do 0 L6 00......................... 0............. + ---I.- i "I- ... "I ............................. in y - -------------. ............. U) (Z) U-)I:.:CO.......... V)F- 0_j 0 + ........ LL_ G 11....: 0 + + LLJC) Li- 8 ...... ...................... U) Ln LL_Ljo CNN ............. ...... ... . ........ ..................----------- "I"I '14. ......... LL_ , Li- Ny in LL. 1__� r-....... ...... . ...................... Cn... ..... Cn I I 4,.... ......­-------- ...... -- --------- 00 z ............ . ................... V) ............9�� 5' OVERLAY 5' MIN. X N - L Ll- .... .................. U...... ...................... 00....... Lij JOIN NEW CL PROFILE COLDMILL 0 Q0 (0 (.0........... <in IS,), r, LL_ C-) r..................... .......... 0 .......... ........ > Lr)-7. in;' ............................. ------- :D ........�­z I 11.111----------- LO ........... 8 in - ------ ---------------­ 00 in Lr) ........0 ....... ...............cc, LI) EX. PAVING 0 10d ................................ ...... , 7=T 0 <................ i:� " ", t............. ---------.......... ......U 0 -------- :4+X0 ......... 4b 0 00'18 2400 89*24'00" F 1 d �3+0 0 �77 777777�7 UU.............. . ...... ...... ......... iLIJ 0`............ ...... 6\0 .......... i n w co 0 L-li X I—LL_Z y 0-p ............ L 0 < ij 01)0 b ............. A T EXIST E.P. 11" AGG. BASE 8 NATIVE SOIL A.C. PAVING EXtS ....... ­- COMPACTED TO (95%) RC T . ............... ......... 0 > ryll 00 5.00' JOIN DETA iTYP. 4- A- N.T.S ............ /1.0 ob' .............. EXIST EP + L6 Lo'LLJ 0. 7 L �7"') -7�7-<.�_ :L I/� ,", 9........... V) U--Ui Cf)C6 p 00 _0 nor FL IFL V_ V)u 0�� _�U_U) LJ-U)L I_L.L�in 0 Li 00 4b............ .................................. C\j------ ...... 0 <C)CD V)0,-bj V)0--LLJ C 4a EXISTING R/W 18 0(13) 0 0 in . ..... 0, T CD in O'� N 12 06 RW �_06 3 ------ cr_RW aRW IF (n a_ ........ ... ........... ....... ........ ------------------- n -in NOTE:........... LOCATED q0 SEE PRIVATE LANDSCAPING PLANS FOR INSTALLING STREET TREES ........... ............. .............. OFF-SITE, OUT OF THE ROW, THE LANDSCAPE ARCHITECT IS GEORGE PARISI OF C*v'I Issue to Rarcho Cucamonga 7/l /091 X GEORGE P. PARISI AND ASSOCIATES PHONE 1 -626-964-571 1 .n� CITY DESCRIPTION OF REVISION DATE :CURVE DATA TABLE CITY OF RANCHO CUCAMONGA LO—NSTRUCTION-NOTES NO ARHM ON ARROW RE2�Dj. PLAN RADIUS LENGTH M LTA PLAN AND PROFILE 89-02'04 34,41' 35,00' 54,38' ISAW CUT EXISITING PAVEMENT AND REM VE. TRAFFIC SIGNAL PULL BOX TO RELOCATED PER OTHERS ETIWANDA AVENUE AND ARROW ROUTE CONSTRUCT NEW TYPE A2-8 CURB AND GUTTER PER CITY STD. 104 0 8 U 20-46'39 15.50' 84.57' 30�66' STREET PLANS EXISTING _-URB AND GUTTER TO BE REM VED 15 POWER POLE TO BE RELOCATED PER OTHERS G)CONSTRUCT CONCRETE SIDEWALK PER CITY STD. 103 84-15'39 9�04' 1 O�00'(R I) 1 4.7 I' IDRC2006-00580 & ROW2009-004192 REMOVE RXISTING ROADWAY, CONSTRUCT 6" AC OVER 9" CLASS 11 A.B. EXISTING STREET SIGN TO BE RELOCATED 31.42 B RAMP PER CITY STD. 102 OVER 6" NATIVE COMPACTED TO 95% RC, SEE GEN. NOTE(S) 9&10, SHT. 1. 90.00,00 20.00' 2 0.0 0'(,R 2) ARROW RUUTE STREET PLAN ??,oVESS/4 OVER 9" A.B. OVER NATIVE COMPACTED TO 95% RC, SEE GEN. NOTE(S) 17 NOT USED 19-47 42" 7,40' 42,44' 14.66' 4e i : B DATE CONSTRUCT 8" THICK COMMERCIAL DRIVEWAY PER CITY STD. 101 , TYPE 'C'. A4 ICITY ENGINEE R,C�E. NO� 53672 NT TO _OIN NEW CENTERLINE PROFILE STEUER, P.E., G�E, CONSTRU T AC OVERLAY PAVEME , 90,0000" 5�50' 5,50' 8.6 4'1--l" ( 18 ) NEW 16,000 LUMEN HPSV STREET LIGHT f N Q91 4b ) CONSTRUCT BUS BAY/RIGHT TURN LANE PER CITY STD. 1 1 9, SECT. A-A AND EXIS__ING PAVEMENT NORTH OF CENFERLINE. RECOMME D DESIGN Uj No, 62698 Exp. 6-30-10 COLDMILL AND CONSTRUCT AC OVERLAY PAVEMENT AS DIRECTED BY CITY (19) NOT USED * Design Concept NEW CATCH BASIN TO BE INSTALLED PER CITY STD. 300 & 307, CASE B. ENGINEER NG INSPECTOR TO JOIN AND MATCH EXISTING SEE DETAIL ON SHT. S.1.2 DRAWN SHEET 55 E. Huntington Dr. Ste. 250(20) STREET TREES SHALL BE INSTALLED PER THESE PLANS, NOTES, AND LEGEND ON SHT. 1 Arcadia, CA 91006 F C S UTTER PER CITY STD. 106-A, JOIN EXISTING 6' WIDE CROSS GUTTER 2 7 Office:626.462.0276 OF 6 12 EXISTING CABLE/TV PULL BOX TO BE RELOCATED PER OTHERS Fax: 626.574.2094------------ERLINE. R.C.F NO. DPAWING NO. MATCH EXISTING GRADE. REMOVE CATE EXISTING TRAFFI ,' SIGNAL LIGHT PER OTHERS 2241 0C PROPOSED CI_11�, 0 0 0 0 co N DATE FILE NO.—.-------7 .......11 A SAEnyineer'ng\ rjects\CMDC ProjecTSWIV18151-rK"%ancho Cucamonga\C"Ivil\r"K%oad\Clvlt$ 1- y, 85124120"U'%19% 10" 5:5E3 rF"",M,, ru"",WF6 erF"lot.-p%c3 CN CY) CN L0 rr) (0 (0 I00 C,� 00 00 I + +0 LO Q0 00 0) 00 + 0') + 0 F----------- +0 t Lin C� I+ U, DATUM: COUNTY OF SAN BERNARDINO U)00 LO CN V)< OT WEST OF BCR AT U) BENCH MARK: FD BM#2-&B�CO.BM ft 01 I I 0,BOLT IN CURB,1 FO Ln U) U)0) + HEREON. -------- BENCH MARK NO.2 ELEV.=1153.84 0< 00+ SPECIAL BENCH MARK NOTE: ELEVATIONS ARE BASED UPON THE"CHINO BASIN M,W.D. U) AS BUILT PLAN DWG.NO.D4527-4 SHEET 4 OF 6,WHICH IS BASED UPON THE ABOVE DATUM AND BENCH MARK U) LU CY�0 U)0_Cn,- - ----- 0 ry:V)0 + Ln ry 4'y T+0 LO 0 LO ;z V) I i 0 I I A r- LC)Cl) 0 < C/)0 LL. + -,t I0 Ln V)- - ------+ <0 LL LO n 0) Ln 0 +----------------------- 0-,V) (N to to C/)Ln N 00 IC� - ------+ 00 _V)+ - - - -_---- , -,�: �EXISTING C/L C� IC/)b O C/)I .............--,-EXi STING C/L .........OF ROAD LO 0 00+ ......4A LC 0 0 Of i LO Lf 0 (n A C7 0 0 0 EXISTING EAST 0) i C3 C) + 00 —'OF C L-0 1-7-------- <Ln 0 + V1'_m to IF C'4 r An n 0 _+P,_to ------I -0 (N---- ---- ----- - -­ - --­� 0)C) �I- -1, � 't��0 I I.B%4 I V) %00 — + LO I CN +N ----------_----------- -------IC14+ U)EXISTING TC EAST IPROPOSED FI_ OF EXIST 0) C/) LLJ SWALE- -EXTENSION 0') ry "t 1 OF, C/L jr.----------- ------ C Cf) _j 4 LL_Cn�CN 0.6%) __P.ROffO.SED_.,TC._EAST ---------------- Lf7) C'4-- ---- OF q/L 00 0 0 I ---------- Ln 00 EXISTING TC EAST -----------.NEW COMMERCIAL,.--+.F, C/L- + DRIVEWAY <II I A r-U)i U)V),I I A ---------- -------- 5+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 ETIWANDA AVENUE PROFILE 20' 0- 20' 40' 60' GRAPHIC SCALE: 1 20'—O" Lj Cl)cf)�2 0')1`000 >-C'� > < USE STANDARD CHRISTY GRATE NO. U43—HT + Ln C� C=C= C=U)(f) V') V) IC)C=�CD C=c,C=D CD bi LL. C=C= C= C=C:= V�/I(n L0 UqL w C:> C=CD cz=I(C)It I �i, — C=cz= C=�CD =CD C=2�ILr) >11 0 -"I-1-1 ", �"A'" C==>C=C=C=�C== Cr _V 0 + 0)00 (0 X NOTE: 00 N c:>C=C> C�C=CD 0 b =C=� C=C� 6 L0 Lo ILn Ln -6 X OF 00 =�C=CD C=C)C=C:) GRATE & PIPE w (r INVE ir r 00 6 4 U 3_1 00 4+00 2+00 IING PLAN 1+100 N 00*21'56" E t I �CHR ry ISTY U43 0 0 n W/STEEL GRATE > 4:2 LO IC14 11a 0 I-LL_C� 8 C4 3.O' 2% + 0) SLOPE C) + V)6 SLOPE 0 bi cr �4_0 G ­�n b INV SEE V)b� Ott :7, T C.1.2 + 0 ----------C)�D 00� SHEET C.1.2(RW) 15 <d1I U) Om Lf > Lo LMI), FOR I I .1.2 NV SEE,,- Ln X, 2.0 F DRYWELL DRAINAGE BACKFILL > 0[> MODIFIED CURBSIDE DRAIN 2 0 fLO of V <1 OUTLET, PER CITY OF RANCHO CU —B CAMONGA STD. PLAN 107 N 21) 11Z 7 V,/ -�, � I q I , f 5- --T2(Y RW 24" PERF. CONC. BASE 'A Kl�VV < —IN—PLACE 2 '4 /Fol I-LL' PRECAST OR CAST 3� 00�-zu V , OUTLET 0 MODIFIED Cm RBSID� DRAIN V C.)tu INS 78 4 I- oms rHRO V6:H 6 VX& F)Z 0^1 PmLAN_ Civil Issue to Rancho Cucamonga FC—ONSTRUCTION-NOTES 0A1 r/;ra- /.A/z.6-r. COLDMILL TO A MINIMUM DEPTH OF 0.17', 5' WIDTH CONSTRUCT ARHM OVERLAY PAVEMENT DESCRIPTION OF REVISION DATE CITY TO MATCH EXISTING. CURB DATA TABLE APPROVED ( 12) EXISTING CABLE/TV PULL BOX TO BE RELOCATED PER OTHERS Ow%ITY ONF RANk0.%;HO` CUCAMON%G%A MARK DELTA RADIUS LENGTH E A2-8 CURB AND GUTTER PER CITY STD. 104 U3 E EXISTING TRAFFI& SIGNAL LIGHT PER OTHERS 8 89-02'04 �34�41' 35.00' 541.38' CONSTRUCT CONCRETE SIDEWALK PER CITY STD. 103 5(MIN.) ARHM OVERLAY 90-00,00 6.50' 6,50' 10.21' ETIWANCA AVENUE A ND ARROW ROUTE ( 14 TRAFFIC SIGNAL PULL BOX TO RELOCATED PER OTHERS PER NOTE #11B. :D O%TREET 010JO'LA N*w% B RAMP PER CITY STD. 102 EX. PAVING 8,89' A wto �D 78-19'28 5.29' 6.50 0%,Oft (15) POWER POLE TO (n 7i DRUZ00'6-00580 & R0%W;02'009-00192 CONSTRUCT 8" THICK COMMERCIAL DRIVEWAY PER CITY STD, 101, TYPE 'C' ETIWANDA AVENU E O%TREET PLAN —B, MODIFIED PER DETAIL F..ME'H THIS SHEET EXISTING STREET SIGN TO BE RELOCATED A NEW CURBSIDE DRAIN OUTLET PER CITY STANDARD 107 AND CIVIL DETAIL C.5.1-17 ------A.C. PAVING DATE 53672 (17) NOT USED R.C.E. N 0. UTTER PER CITY STD. 106—A, JOIN EXISTING 6' WIDE CROSS SECTION 8 COMPACTED SOI L 11" AGG. BASE z CITY ENGINEER m"m A. STEUER, P.E., G.E.AT STREET CENTERLINE. (95%) 0 RE 'O ED NEW 16,000 LUMEN HPSV STREET LIGHT DESCRIPTION OF REV. DATE CITY APPROVAL U_j No. 62698 DESIGN MATCH EXISTING GRADE. U, cc xp.U, JOIN DETAIL (ETIWANDA MOVE SART Of I M PS'M SAVE Design Concept INSTALL STORM DRAIN MANHOLE PER CITY STD. 319 N.T.S OME pp �-1- 10 — SHET U, SAW CUT EXISITING PAVEMENT AND REMOVE. U, C� - DRAWN 55 E. Huntington Dr. Ste. 250 Arcadia, CA 91006 3 7 Office:626.462.0276 OF 20 STREET TREES SHALL BE INSTALLED PER THESE PLANS, NOTES, AND LEGEND ON SHT. I Fax: 626.574.2094 U, EXISTING CURB AND GUTTER TO BE REMOVED I D, CHECKED I R.C.E. NO. DRAWING NO. CONSTRUCT 5" AC OVER 11" CLASS 11 A.B. OVER 8" NATIVE SOIL COMPACTED TO 95% PER SOILS 5'X5' CONCRETE LANDING DATE FILE NO, 2241 (r m:_ PR� 2.% PROPOSED- TC-E 777i /7\ IN UU z RECOMMENDATION. OVERLAY WITH U.17' ARHM PAVEMENT TO MATCH EXISTING, SEE GEN, NOTE(S) 9&10, SHT. 1. G i i 3+ 50 `1 + 50 3+ 50 1 + 50 1156 1156 I ( w > a 4 7 i. €_ Q I 6 0, f � i5 12.0 g 58.b !SPANDREL 48.0 j , o 2 , r� c w __. i. 6 FOR X-CUTTER _ 4 -- -- w -� 1152 i I 51.0 ! o 17.E N k w ;, _�. . 11152 ... 0 "� t € CURB RETURN 7 / w _ _ _ _ <C cv O a 116 0 _;__., 3 8.0' - 1___ __ 11.,b ( = _ __.,,_.. 116 0 115 6 6 5.2' 115 6 ua 6 I `� 4 100 ` I 18.8' ' i ' i 4 , :. t ' I w ,_ Q 1152 � o r; � q� � � � � ' k � ? �I � 1 Qd � 2' c� w I - - _ - _. �8� __ t __ __ .. _ - 5 a tk 2% 1 - tin tt_, _ _ 1 1 5 2 f - E_ ___ �t a N I N -- L_..._._._ L CQ , _ +Jraf �' w t? 1.0 1-bb QG C �� (J7 '--; p ___jr E ,.; i �;.-•-- ----' --_' � � ' i i ( � � �' - ___._ --1 r 4-�--_ _____ if 3 �t �`� c0- A C , , E �; , < <p- E � c t ,ap 1b _ 1 ad ----- , ' r,S.^ s..r t t, .�,,. ;<_ } ! : c- ( 1.170 cc 6.a k 1 4b f - 2 . .... 10C LO Lin Cn 1148 �_ 11 q 1148 �_..,__ _, _ �? w -- -20 k 1156 � .� 3.- - , -- -) �. �_ � 20 0 �% 1156 1152 c� LO 20 40 - 11 I EXISTING 5 ; PAVING 0 i f!1 � y" a` �t ,w�., F -40 -20 a 20 40 60 ; _ _. t w ... .,_ , 6.5'_ I ( -�40 -20 0 20 40 60 00 � 1152 ! �_ 1152 -40 -20 0 20 40 60 I 4+ 00 2�- 0C� 4+ 00 1 -I- 81 . 7 5 w > 60.0 w I E ,-_ _ _ 116 _ „_ .., _ _ r p � i 6 i - 8.0 I w 1160 t 4 C�.a '� 4 _ 0' , .....�.. , 0.a 120 J s / s , t ( r , j , [ ! 54.a ......, ,,..__.... k -- 1156 <L 30.7 29.3 ' - l ` _ t w 1156 ; ., _ _._,_. w o 17. cn 115 2 I o I u 115 2 3 8. - w-T`f. w ( z 1 Od .. „ . a 14.0' O r ; tai :, .,_ _,. 0 _ a ( 17 c cs, E w I I I ; 1918 / rLd I 80 f- -� a 10a Ln f 6.0 �? o I 3 I w w ! I �- w 1.2 lab �; u, ! 36.0 n I r f d.._ _.i .._._ _ �-- 7 O r` 2.21 2.0� ; -4= 22.3 00 _ _ .... 10G - - -2.4101. 1156 _,. , `� h W C7 S ;> , -1.7 1156 11ti c _ Cn 100 5.0 ca, ~�-+� _ - ,. _ ; 0 5 6 ? I 115 6 Ln Ln _ iz y I _ ,. "r I / w --�- k I i I __ / l 1152 - 1e'S°�o u c, 1152 1148 . 6.5 - 1148 0. -( a 2. 0 -2 a 40 60 t r,. �{ ".{ t ? i Q0 �.�} i t I '�-''" §t a - 11 a 4 cn - I t t m 0 20 40 1152 1152 1152 1152 -40 -20 0 20 40 60 -40 -20 Ln 0- 20 40 60 SPANDREL Ln Lin 6 FOR X-CUTTER & - CURB RETURN u 4+ 50 2-I 50 4-+-- 18. 53 DRIVE CL 2+ 50 1156 1156 wI € t y .._.... , -..... ,. .._...,.._... > ? I _ 1160 <� 6a.a pp a _ _ 1160 w I4 E , �w � 01.0 ; 48.0 ' 48.0 12.0 ; 1 �` 6 <t r ' I E l 13 5 'S ,._. __. cam! rn o ! /� j Q 51.a r o - _ e�. w.._ _j c) r o CC 17. __... _. 1152 - _�,, w ( I w 0; 51 0 _... . ..,. a_..__..,.... 1 ad. .__. ..,,_ 34.0�__. -_ . rw ; w ' , � 17.6; � �` � 1152 � <c N 5.0 I z I i _,,.�,� 1.1..._0 ( ___ _38J0'_-_ 11 0 I k ; 100 � 2.0 � ! o _� 8 5 �_- 11.9 'r' S,a' # I `' - _ -�-�6.a 10b 10 4b �' "�� a ' o _- - - - w - -"_"" _� - � % 1- � I - 10 CC CL 115 c - ��' [ ta J 1.9 w (1.9 I �.___ ....__. `- '•�- 10d w 0 -__i -,.. i �/'� 1152 -.r_ :.. _ cL (nQ � .,yi +'-'.5'".�. .'..: .-,,:� 4 ( ....... .,_.._.. ,.. t .-�.,y«...« ... •4!/t7 t� i �.�^" ��q-... ,r k 115 4 �- t��r ,�----�-�-• �--^� 6 __.. t . 15 6 15 6 ra-__, ,.' r, k k„, ... ..,. ,:}. I j.1 I �,..-�' _„.. Y•�F� ,rx _r -, 1156 i s Yt...!'"!d'yy .. f P { I r w ..., { y 4LO LO /O t ...a /' (;-i` {_ ,..;;'.. 1 i w s 1 t(.=15�+ ) s' I ! a ;... ;""",,,.. �'�"^^^.. s I ( f ,. k -,.-r)t `""e t¢: p ;; Ig ,,„" LO k 00 Ln 00F I = %p G 1148 �r.� ,a Y'4_'a. .',... _1 x - -40 -20 . ,. 1148 __.. _ ____ _ .__._. __. _Q0 . .µ e Ln r 2a 40 60 ' - -60 -40 -2aa 20 40 60 �yF¢ r Ya fry -2a a 2a 4 ' r� 6a , 8.0, 1 1152 __. € -I 1152 _40 -20 �a�n �.0 40 60 5+ 00 3�- o a 5--+- Q0 3�- Q0 *SEE VERTICAL CURVE, SHEET S.1.1 1156 1156 „ ,. __ F- 1160 r _ - _. q 4C.8' I I ' 60.0' 50.0' ' 1160 1160 a k 1160 ! i i <� 6 a 34.0 a 1156 _ 5915' k , t ,' E 48 0 I _ 1156 <c_ _,. r _ _ w, I I 51.0' 8. 12 0 I I , I w l./! r I F j r '"^l. , w C f I ^-®. -- ,. Y t , V✓ tom,/ w I 5.a _ _ ( 0 18.;9 --°' w w f w w 10G w ! -- - _ `� 11 b 1 Qb I k 10d , - - w - _ V) 100U) i ( to- _ i [ 6q - _.._ 1152 . e> cx 1% 100 1152 _,. %( o 1.28 3. 1156 I _ 1.2 6 a 4b ( } _ 1156 . 10G - 0,72% r . 5.0 00 1156 - - _ 1156 c - : ( `✓s / M (/) 1, ,.,. 1152 .��„��'��;:� � ,-, �..��.�� .a_���.��- �- I � ( I , �,�, �;_ - M{ -�•, .. f:1 � , Y;_.";. `h. ...._I r t Y w ( ''�}}^.-�(�/,y.���. i .- F ( . ... : N _ W .,. _ 115 2 .-_ __.,. ,, _ _- _, p _.._. t I i , r, -40 20 _ 11 a � -,�. 2 _ _. 6a 40 -20 a 20 40 60 _ s 5 LL_ �a� ..,� s-t r 3.. t y ! , i 1148 . 11148 Ii I � f 1152 _ (__ `c' 1152 -20 0 20 40 6a -40 -20 -01-- 20 40 60 I ETIWANDA AVEN %JE 01ROSS SEC IONS ARROW wrl"00UTE tol."O*ROSS, SECTION I i n i DATUM: COUNTY OF SAN BERNARDINO i 11 I , 1 FOOT WEST OF BCR AT Civil Issue to Rancho Cucamonga 9/19/09 SOUTHWEST CORNER OF ARROW ROUTE HIGHWAY AND ETI�IANDA AVE. A SH(�1/1/N HEREON, CITY DESCRIPTION OF REVISION DATE APPROVED BENCH MARK NO. 2 .= 153.84 C I T**lF' 0""F urm 11 A 140CHO (w;%mum CAM ON G'%AI ELEVATIONSSPECIAL BENCH MARK NOTE: "CHINO M.W.D. BUILTAS L 7- I I ( PLAN AND PROFILE. UPON THE ABOVE DATUM AND BENCH BAR ETIWAISDA AMIENUE AND ARROW RO%UOTE �1'REET P�LAIV� DIKUZUU110-00580 & ROW2'kUj"'109-001A 92 C%RO%b0%S") %V013ECT1 ON Sm) RpFESS/p i R. M ��� APPROVED BY DATE �, CITY ENGINEER R.C,E. NO. 53672 MARK A. STEUER, P.E., G.E. } W No. 62698 � DESIGN RECOMME DED 2a a 2a 4a Ba � Exp. 6-30-10 Design Concept DRAWN SHEET GRAPHIC SCALE: 1 " = 20'-O'o rq CAS I A E. ea 91 06 Ste. 250 Office:626.462.0276 7 OF J FQX: 626.574.2094 V CHECKED R.C.E. N0. DRAWING NO. ( DATE FILE Na. 2241