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HomeMy WebLinkAbout908 v ,200'V. : f u71c/r e� - � - ✓C. C C � BENCH MARK /43 95 ASS: OCIATED ENGINtERS BENCH MARK, NAIL AND BRASS TAG IN TOP . 's n % cn N qt I rte- OF SOUTH CURB, WILSON AVENUE, 695.00 FEET EAST OF CENTERLINE OF ARCHIBALD AVENUE. — V L .4 axis f 6roO v �- EL EVAT 4pf P 9' ION. 1755.82 CefdS Basin Al Gard F�>< re Top .; c f a Cp• q� _eve � � 32 A/. � � - - rs`h O n. Gradr ti e I '� � � V1 � 111 , hQ b n -f!60 e 20D ✓G /760 IN � � � p _ : U ._ �� `�► H � � N Ill. -GS95 -. - _ O N `� arsnccf RC.P. o32'N.p vi h% "' vi � o K Ina dell Z-F 9C.Pr _ �. ��►' M n i' .h�, Advrc �r ('1350 0) .; R �, h ao M h v Q.94'l t $ _ �. V1 V1 Q h. �— a per detail an f ` _ 0.60 7 n h eo j �n 8 sheet /O O• --_ 0.77 v . 3 o -- t �, � --- - �� to y,Bo3rel E7hr : . ` Ten. Grgort s o E V ?0Overlayj2G'7' Feather h4 A06, ✓C � �in�sh Sui`�aCe - ' /3 01� � - .P o : 111 N s ri a Tan. 6r8o'e rFuctr e 3 o frdrrx fair r �► cp o ^ a O 'EGD 9' �, t n c Pyr- 760 h h y ' vc. � � _ . 24 R.CP. MAIACTOP PROFILE / ^ �. flim on 4 h H L�1 FX/51� �rbc//�Qr pd o - ri tl n V R/ 'G5.95 - U 2 ('f0 Z.F /4r Sdlc.r� ' Q ^ h v N �. h �` _---_ PROF/L E "4„ 6 t.x �. �I. N �, �, 0 to to �, cn o o.�D /o ----.' Zo- f �}. S 0. l iPecfar, %r [�� Chonnc/ �� j OC n b sirr / OVCrjO = A"-11an -400 V C. �o,//7 er s �G Fu tzurc Top Curb' C is dJ l�V tp C 32 /I'•B' fC B. GJ.!3' -� / S Fu -_ ; Gomel e -7'y a IBI • W �i� �. ! Per detail on /760 sheef 2T. .. Pet- • • .. detail on sheet/O• r Togo Exist B curb '- 4i '� '� 6� NOTE S o fu n �� 4;/o�s ro jz' s:. ,� N h N �; oma' s o 1 + h FUTURE CURB AND PAVEMENT s 1 _ * 3 - BEYOND STA. 10>L 50 CONFORMS TO /nstall 3G"R.C. . lrrs !/ 2d",PC P _J9' V �g8 — ._ ____ <d•6o/,) /sc� �� � — 060 0-4 h CITY OF RANCHO CUCAMONGA C135�0) , STREET IMPROVEMENT DRWG. 723dw s, Fu>{uY�e : To Cur�6 � . . 5 rfI!1LT l - r p M FSO iLE SCALES V F,a ti n 24'R.,CP CoOMAI_L'TOR 6- 7 8� 6 �, 9 ,� /0 // I2 /3 L t Com! Lto L.F. G16 As �o►c.-r) ��� �� S I * Z'�S l.F a"q0 a,Ks �lr P A N ( ��€ �, a d �o ,o� SCALE I 4d �., - ate � •�, 'a, or -__.._ __ 0-r r �� �� v o�Q s �a �,�� �o U b� od a ss•oo aeo' CD/VSTRUCT/O/V /VOTES 1 o L .ez 9 o a Cq� v ��e�r -r �� �t�G 4 d T /¢./9 ' / Remove exisfin9 ifcrn ino'ieafed per p/an. B o cg v �s• .� g! �(7J �r 2 EXisfinq afi/i 1'aci/i 1i7dic8fed Oe,- ,hi7 he N b �, /f' �' P P �s``-o a� �` 0 L���!,A� h /r/ocaleo' by olhere. /'Alof /i7 ronfrlscf,i •+ I4 t �--&7sfrelr 3�lz"lhjcX- moi.C tom emerf over Q"(flick o o Q STq T s_ 1� ti g �° \ Class 2 Aggre�gafe B�sC ,aer Tyoica/ Secfion. A•e• o ti As B v I I-T 7-0 o{ I s ape 3 ' �.a � 4a--Cons>/rvcf .9 Concrcfr Curb $5 Gaffer per i . �\ L #0 9��� t Jbo Or- ` Gv7 sheet e6. Q �,G 9 ��opa t t 5 Consfrucf B"A.C. 04e per dela.% ors sheep Z6. i N *�.� L Consfrvcf Concrefe Drive Aporoarh per- oref�i/ AL �` '� ¢ I ' r2s'rY. c./7 shed to 491CA Basin end Local De ression A 5 2 Q P T �� `�,• -a,, // - -— _ -- T_ Ai y $+�'� r T r " �� per derai%s on sfieef 7. Tyne end size as --�-- Exist E.P. and cafe4' on p/ar7.J D 7 - - e 24'rr's¢w g 8 Pr-c�,/c "3" I io -- i i--�— — --- �2 r 'o QB --/nsfa// �P C.P- Sec rot% for defer . N B9 45'35" E , Ex'5f. E.P. �- ,o / %J-six shf "Wo res - for Typical Trench Sec/ion. h� 3 s / `s9 // .sem (6 osiers 3 1 ,, roil--- Ga7sfi-t�f ee�er�hs cath Gtr teff wo// • I w r// \Cf )- Pave enf v N h Defr�iyon shs�f 2G. .��' 2� -g/ — • — _ ____ /naf4// roadway fronsihbn &,qns rand monkerG G&'--A6 ter '4. ,� , - yy ��— _ - -- s o — e Exis/ E.P. r defUi/ G» Sheet '06. O _ = ;� _;r- ` / r i - — -- r 5 o �� ��. 11 50WCUTPX%511/79 poVeraer7 7`b lCOyL �/z�%gni>< o Exi.0 48"R.C.p h' - _ / 4 Q j \ 2s'�� Terrn. :0.7 Nfs �3x �- Co, UQ A.C. 1611 Ex16f block wall Y� \ rro�s - fcofher- Q -o C0 rap W slope �o- 01 r --� /I {h s Er C - �� s ,p c o AT c) SX'� -�+ -,, V F �e �b,u- V,da P/° o- �. o -.._r.��, 3' \ � r 10 0111 ey- -o �� `� II DO Q�t V' X�q $ I$ •� �90 a�' Bio -p o c� o� �� �` mac.�'� `� �' J f U D t;n9 ��• 4, ,/� -� c`^ 032 pin o\ `�� o- ,° ^ �� 1 f\ ;n r3/ I dna f ' xh a 4 X �-�� o c S�s 00 E c �. Z3 r fi 0401. �° ���.r! p C (0 D hx° �o -� ����o �- �o `b ��a' ' SEE SN EEr 11 Foe 1 =20 J�� A� J R` �•�,' o x. c �� C, 0"9 ALTA LOM►A S Eu L- A.C). 84-z 47 SJCALE DETAIL Or G, �o �� > , STOP-M DEAIN CP-OSSI1 W ILSON AVENUE �I SCOPE OF wo�tic 12 /84 DESCRIPTION OF REVISION DATE APFRr • WILSON AVf*NUE CITY OF RANCHO CUCAMON GA PLAN AND PROFILE .66r�h South �a d/-Sas. fa bf2s 5 Embankment I yG c.y. WILSON AVENUE . R/K/ /2' �Z' 3z' /Z' ,q/w �pJ fv grow.to 10,975 ^ Vor�ea vor;e� n :� STREET IMPROVEMENT o Z Sec p on s ce p/c7n, � t '!!'y' •'Styr' � e�2 rod' `le e� '- �r�h `�' •fh 1 BETWEEN ARCHIBALD AVE. & HERMOSA AVE 8' /2' e F Is APPROVED BY DATE 2. 3y• rc' o.aes• o.oa' arc' r�+' '/�'� o� fx L4�es—se_e . /on Gc,�E CITY ENGINEER — R . C. E . NG • 2�&u9 Grot1� DESIGN ASSOCIATED ENGINEERS Rc�c�r:c-;Lti :F: 165 W. HOSPITALITY LANE Sfif c fGo.d/ 0 9,907 4 ¢ 5ln �f�/ to �f 50 I 1 See ail "/" �\ �_ - SUITE 15 c �� �u>✓vre "I DRAWN SAN BERNARDI NO. CA• 92408 r__ T 1'P;CA L SEC TION�l c ?'a-�/ S2 o /o -c (714) 8 8 9-0 4 91 _ o f 3 -so./o DETA IL '• .. Lh w l; N (;nE�KtU - Cvr� ��rA �o t�0 �'b �f Y'7:5 N�, 10y'05 S �-�_5 ��. R•C�E. 10627 901,0 iL 8 -- TYPE C.4L SEC T/ON sf� -775 A/ /llf25 s o /sfod � ATE/ 3� _ f_l-`SLE N0 82-07 QI 3 H T 21 0F 3.0 t BEN _ CH MARK 19 K { ,.�. SSOCIRTED ENGINEERS BENCH MARK, NAIL AND BRASSTAGIN TOP 'a a = I _ OF SOUTH CURB cell-6. .ZZ N V / 38.5G , WILSON AVENUE, 695.00 FEET EAST OF CENTERLINE OF ARCHIBALD AVENUE. h I) • , � , _ , _ _ � .. ELEVATION: 1755.82 CC;b6i1-7 14 (1r s Xal,r) h �. on O0 er LL v Mo// /840 Os Izl f _ . .. . ron /O. fXlJ1� $Ur18CC U M h h M i 1 h y` M tJ 1 1 'G ty �.l . tftF e C M c� ,: Tan. Gsa�e ,.: • �..-► Z / � _ < �. roo d.C. W , , V 4tx 49 Y ToP Curb y �Xlfu1'c//'-Nv t TcP Cur6 - _ N h If47 over! ti , Q2 �. �! h 35' it/ e` by' 1/C /=PC r ��t! .a1 TYPe B _ t1t n cP 60,00% O �t g hP/. 82.75 a k on 5hecf 2 ; /840 \ ,� _ , ¢ C /VEG'Takw Jr-kOJ�IG '�. h 4 n h i s 4P;7;-1/7 °0 °� t $ur{ace \ .,• � � h M '��$�� tj f�rie>t 5ur!ace �i'- +� Q,,,rs�c t .�P c. �r h a N ao 3339; �Aat/ on SA O 226't` ao V b► n IVP, /. = 3935 \ '�3veTr� O 73Uie T O , N _ — 300' VC. 9fi o{� N V T d �D s TBn. rarfa •s. 5} /840 c. 00 o o _ rrP� =32,G� 7/.z� ' ��}a• u �� S. _ \ _ ti tv . ,� . n b .� r \ \ V '►. n O V1 0 b th ap N b b 0 «. .�»`: G'o fbh $413tH ' ?oP Cur6 •� Ch1 ` ��4 x w MM dui 33 R.Q.P. PROFILE f aid/ BasJ,'i -c `Ilk � m n� Nlo Sca�� �7-lvm- C7radc N 9 3,3310 Tgn. GrBof'a L. L `\ _ FL.. Ateir, is r :s. ,f z.zo�; /ns/o/ sao eco° s' Saes < As DutLT � / E - , .�"tQ C P oma p5 cam` r _ . � ►� �� `n _ _ Q `3 l,,r. _. Z s cel Soo L.* O"R.C.fP CONNECTOR 1 mPRO .. s LE A s .�vac T '+. - _ y t 1 4 L -� N F z k $ GAl FS � 9 /0 // /Z /3 �' /4 /5 No �JCALF_ o�C_ ' PLA _ N ± REMOM AT WASTE APPROX. f R.C.D. 54 OF e" WATER LINE. I ' s O �. ,j/5° i S C M L E I ' 4d V ' V t Hillside /Ro.-2d c _ h �1 e-�s°Gb Im ` 35.3 Ar INSTALL e" /INSTALL a~GATF VALVF G x d= ^l T t /S G•fJ r 7 w , W -GATE ✓ALI/E -- W8n XN+ V V 1 45° 45'D JA/1STALL APPROX. fid'DF` '^a j, �Q • C C B"CML/FELT WRAPPED STEEL c- �• V� V V 't /`�. C"11,Lute 45� 45' WATER L1NE OVER R.C.B.. a ' Q Q @ \ �r C 3v CONSTRUCT/O/V /VOTES $OG/D *VEL0 ALG ✓0/JVr5 V O'♦ , Q 9 Yarn md�catcd per pk n - - •�� ,,C J, � �' � Q' � V � � / - Remove exrstir• 14 nq [rfi/� y indicefed per p/en •!o!z 71 BrUrna MRS T DETAIL OF 8" WATERLINE RELOCATI0IU �� � o��° <R -rl-\ C, O-- Y CMO-," /n cow ) 11 3 Consfrucf 3 ' ti'iick A.C. vemcn>t oar d" i,ck jcl�_Di �.� — -, a o ,� � h IV T. S. 1 J R1 W `� \ �!j 1 �j �4 ^ �� V C/ass 2 ,4ggreq ase Pct TyPica/ Section t Ela „ _ , 1.1- L'eV7sfruc/ 8" Cer�'re�c Curb f' 6U>4e r�r def8i/ J � l q t� e \ a Q X �p �h �� t3��1?I�� See Sveei 11 For. 1 -z0 J h I. h x I Scale De+ail a� AL Lomo�_ on s+ Q� Construct 8" A.C. Dike perda�bi/ on Street aro. '` t 0. % C moo, V Storm Dra�rt Crossing t `t w o ' c ^ '� 9 k Conotruc t ConCre% Lir/tole Appr0aci/ Pcr- o%-/rsi/ to CV7 � �►� h`? f ,'� �7 — Construc-,' C27-�h Bas117 9nCl Local Depr�ss/on Eaxrnent 1 o ( Lirnit of h �r dela/'/s on s/�•/ 27. (•Type end 5i� e5 I Consr'. .rcfi�n !3 v� t ind�czrted on rt,Wn P. - See ivrofi/e �r de/ai��-See Exist. L" Cur6 Gu/far J' r .� '= V1 Ltne j. Hyl+ Jor 7vwcer Trench .*crlon b," 9�a \�J ,� 4 -- 1 -- ,3 - a-- /nsfc7%/ roodwoy fi-onsah Signs ano' il/d9'-9rd'J/"E e 9 `},, —�vf" `r-� Nd. �� 8 - r2 bo' _ _ =�- �- e� —�= rrrorkers ,oar Cefar/ on a4ieel Z6. ,y I" �C.t� c*t 1 ' __R - — — T - - 00 T 1 TOFilrr �+ , io Reconstruct 3" thick AG Orive w8 1`0 limits n r:�o 3 5 was firrme 4 'n S Pitovrle 3" sow Loot tE0 A#JH/iV 2' vF /'fZo1�L�KTi' shown on p/an. C✓n form to exi 3 fin y Ori✓away �: — - -w�" Ear/5t E.P. 282 F1�t'/ TH NL REST 9: , Len y th P � � LINE ' E h. Gads z.4141 - wi df .• .Rlw + 8 ,10Ti�GEN T STKEET L,/Gf/T t _ -• �� � 21 �,o� 3s:�� ___ � _--��.__s_- ._�___�_____�1�� a--Reco»struct flirt Di'/vewey to L/•imits show/ �' Re/ Cole exisfin e sire/ an p/a/?. Conform to eri3ti�9 Drivewmel width. Smite �. 9 h r, WO'fer- G/ner": r re%cotior7 (5rede " RG9�° , Length s -4f`' Q > y ( / Q I C' cr 7:- dBfai/ on fh/s CTy'' /7 (�• ` N o C O le. I r � 3 tri' � , �i T'cp ,�cD O SfICBf J ri 23 -} -r .,.- z Recons/rucJ{ Concrete D vewa to 1,e;"ifs shown � o v k f � o � � � -� -•� O /� PRofecf max/ f [or/dscoping EX/sf L4//d3c4ping 0 0 0 Jl1 0 N v Ib y 3 v c �o �-o d on Plan. Cor/forin >`o eXistiiay D. e w6 y rvidfh Bnd �a,7asorink/cr Sysfcrn x h h I N 3 . Vf� • 4-c I ���- � " oD h sorJi�.�/any .system /n Q �► k ss o H b ��h Q o = Q �' �, . te►: o . P/vc f/vrr7 S1`4 9f-so fd Sf0 rof85t thic.(r/ess. G.adc =e.sr 9. , L erg's/7 - sa J / V� , (r a bh h �_',� �' �.. �� �' �� /8 const .4•G. /aeo><her l3 Construct Corxrcte curb Cufoff war//per J G Lim%>` of X ti N1' fir ,r . 3. �r EXisf 6 �� ��. 1y c� _ o x �K Defai/ on ehee,4 zG n i n A•c.Berm •�� ,� ( �(� 6( Gort�tructiel l x Y' � '�3 � � •� ¢ �q oa�ti� 1Abr b`�J{�� toy a k '� v�� �- `c.. �s !9 Arrtove 0WI'firrq 4e s�I wafer /ire erd l �t p� ,�• !7 Q o, �• h p '� � 0' ' � so/va e os dreCfed b /fse En /neer. Sal V • 9 J TG b 3 yt M b C -�s� + ce' V ' SPE•C/AL SOUTH P.AELW,4Y d A 0 0 f tt'(!a (D / x �� wt%' //4"alae/p/a/cs over re/nc�ininq �, b ,Sca�h �. Q GJ G� �r 1j Co 0 s`T X �'- ends o/'pipe �tJ Sfa. /?t/O t and /Zf 35 f. � of eri f,abvement. Leove stroight, vel-r1cal fore SErTIDIV - jTA. /Df00 -/D f32- i1' �>< ^�� r I �� , d� v �� J� t, Q Ajo scale b�k �x �� o� •�c p 4 J�r� c 4' - !S,4 -b 2 R- scCP;" OF Wniz1C j IZ�S4 yo Q` �� \ c Co�sfrvcl Mrrlre% iI Jae Z "I S✓tf. is for Det`ot/s L r DESCRIFTION OF REVISION GAI E A F R i t �' , �, 3$ 35' �� , fi����°� © e ,n �� . � - �, _.� I 2.. B,owcpff �aINe A CITY OF RANCHO C U C A M 0 N G A `� f J Q -� �, E of loca+ioh as d rrec+ed by VOU W e - +he �ngrueee See oer��t, A/orfh '' wo! le/w <o • tar 1�' Vtat exp o �� - ,>3. PLAN AND PROFILE , Q/sv Sar/th�rkwoy ' fr O4 HIL L -S IDE h� ROAD { .secli� aho✓e r,,.�., 1 Wries s HILLSIDE ROAD I �-SOY/t17 �LY 20, 35• �l Rlw STREET IMPROVEMENT Leve/ Line a y �,..>\. c fmbankment 1,000 C.Y. - ✓grime J/y~ : � : ./' ✓arses_ .�' ��• /�' ®2s Cori rJrucr .6=o"Caw7wus , ` T, ;J BETWEEN A RC H I B A L D AVE. & H E R M 0 SA AVE Gown o•>`o ��R�J 5/C�EG✓Al..k' PC./p C!7-r STD_ '/z'1 �� 3� fZLeve/ � - x l i/ Linc 4DRWC�,-W 3,05 '� APPROVED BY � ' • Line �;i DATE f,+'�81�ing Cvr6 q =/ — CITY ENGINEER -1��-/� R. C. E . NO . 4-3889 :74? /o t 00 to /0"Af s t0ve 41.33' /!'~ o.?�f'.Z 09:G 0.47' o-so' y.I:1 0.30. -- - �:� 4 -sta- ro-��R-im5o . 7 CES : G�,! A SOCIATEt7 ENGINEERS 4 's 74a. /0"0.0 -//f50 //t<soPipoviGE STR 7" T>zE�S J T Y 211 /zt90 3 /3Y126- 74 �:1 _rR157-MIA COtVErerA TYPICAL SIDE- DI TC/Y 1 s 5 w� HOSPITALITY SU SUITE AL I T Y I_AN E PICAL SECTION D F:A 1?N `� :t c T s sin, 9Aso -/o moo 6OX� Sfa. /zt90 to //too SAN E LRNARDINO_ CA. 92408 O.G. Apex e- r Alor>th Side 4 AppEQ STREET LIGHT' 3I2�ag ,, (71 4) 889 0491 � OF � TYPICAL SECTION sT,p, ', . ro� 1-.2S-8g .t.E _-. .Gt= cmc R.C.E. 10627 DRWC NC: . ADBED SIOEWALKS�TRECS 5l�e�e8 .r. , j ®® R.EVfS1�NS DY 60(.KEN6,1t1EccR11�1G (TIS bZl-05't`i r A�•�• 84-2 �,` q 08 DESCRIPTIGN OF RFVISION DATEQf2. _�` /i' �ATE� L4�F iLE NO. 82-07 Ai SHT 22 OF 30 v' vO V C. IN. � ILI to V V Top Curb Q VorieS 32 -$2 f C Lf. h to h Top Ex. Curb 4o f. 1. Ex. Cro s G h, � offer � p "Cdr`b lop rdC. v r 3 '- h n moi, "1 +/ r• z'- V.P. /, _ -56.7- /cs ,� ro cp in �, ,� _ _ 1680 + N O h V� 0 to -To Ex. Curb J } ch TDP Px. Curb �, / Q ti, p - n TDP Ex. Curb 2P' L7` V L t. Ex. 3ur/'aC �6 h oo .� `n ze L t r• ! O ./ 14) v h �x./y'X 7'� c� t Com 1. o iL ! e.� C / RCB. p (I �. h Ex. Sur focc /7' /QD ✓.C. @ i � finish 5urfocc fini5/i 5urfocc �o, �o / Ex. Scur foci V.P. /. 31 li I h .GI 1620 o 1680 ! �. M d �i cp tR / e 'Sur/,aca 171 "? /' ,Z'/z'Lt. .I, �' � I (� !� � � �.ap � h � � � h �§•9D Q � / Ex. SurfocC � � � �9 /,• �� '.� / '`� Ex: Sur{ace / x /L�?' C.' h° op N H / h _ / Ex. / X 7 p - �' C 0 5?i°� N `n C�' `� r - � R.C. P. @ f UP/. - 5-j/57 '0 lj h 6.J yo7°/ I �. h h h Fish .5urfocc I Q v , o / h 8FNCH "ARK NO 89 % h O h ^ l I h OCi Q 31 ° it 1 �Li Top Curb h N n / `►. 3. /' Cify of tfolwho Cucornornq o Beoc h Mork. 5urfocc' /Gtr t/. Z N t� Top Curb ��� e Chloe%d c' of E. C. R. N r 2 Rf f a c, or/hea5l Co ner (/P. x % / of Lemon Avenue and Nermoe o Avenue. 1620 i. l / wafer , �I j / tv _ �o E/evor�ion /566. D-5� o V / h Lab/. B'rG' 10 `, tq n ao h / •s. n 0 v5 `+. �0�° / 10 </566. 20/) C1evofion IPC-e. @ p h v� c� / *;, c0 5 flyr Cif of Rancho tlj 172 `�, � y M � D T Curb 1'� NCc/Conx6r7go Records -' 1"op Cur6 v� 30� Ex. SurfaAz ce p t� -Ex. 5urfcee O (/Dries 32'- Tqv Curb N ,O ( 6 32' Rt '�• 32' 2t. a(o LtD act k s 'Cufb f»!c h f r , � � To/7a/fion PROFILE r C 6 d 6 / r i I . 0.6 fo R.C. 6. Cd Z.Z �P7` / 3 Curb Hei h1 GI°pression Tro 1 • d . 13 9 r75ifion h, n= I f SCALE- HOR/z. / 40 /•33' ,bin Ex. Curb r '. 1620 � � � < t i s � � . . _ � � � ti dorlc5 �33 -/z/ VERT / - 21 22 A-1 w,0 oc-so-ca. 23 '" 24 ' 25 26 27 28 29 30 31 ,, � X h Node: PLAN J O C •�' Foe Corsuc4ion De+a%ls SCALE /"= 40' 4 0 ,., � a�w Q• OF Db1 8X(0 2Cg See I W �� ��� �'� = a R 'I �'` ��' r-F r� r J .�� J �' -r' J ,� NOTE: c I FOR TVP/CAL T b � STREET CROSS SECTIONS SEE s " { �.- � I (� , I �.,..� � -� -+ 'r c' � i c �-� '� � � �( �� SHT. � � I I I {i'0-> "►ems. EX. G' �, o� � �a4 r-• I �\o� � :t` .j �` 'j J � , J(f��T � �•�• �� we// �o I + / �o z/ ST o' b - - ---� .�. �� fx.d••. �.o. -�✓- _ _ �-� �;, '��,��y�o�, ,-, I� II '� � •� �� ��;.711, 1 COC4 � ' REE T � A ; � c .`nA (�(� Lt• � � 1 g ;� care d a ' � .c �k �� I� t'o < a c �. e o .�1 e { ► /i /I - - - - '� • o f•�� `tet ' �. /Z /e' /e' >}� °1 t 9� ��°n r o0 Lie f f _ 5a~ sz Go��Line 'tom a Ave- (I r o �,e• I ��fi •�n QI Vic, a /zh9 `?` v H Curb t r-{61 �y _ c ?3 ; J ;F `� V i�� (,• fit' feofher -ieenx-ml r- Gaffer c 30 e• P h To Ex. Ede of alhivr IIJ II ✓ 'G �' h �� �J v� Cdjf E.rsG' IVa//dG-S/n. �ot5o 3 , i� Ir Q-ive�ot fr. 8"Cur6 Gutf�ei� W - \ `6( cov7a 4f 8" ty --'� CU/•6 !3 , 3?' �hh J b/ -�? Snwcuf wd~ ��� Sowcuf W�" - - `Ex. Cropvn Lime + `-Ex. Pointed !l � fPe _ \ , I F 3 I e u !/ y�� h oJ-' 28 z9 15 Grown Line. s' � r� h Z7 3/ //'I ZZ 22' //' O• �► I z G ' - - - .. S r 9 ✓�- �, , . _�' f/e moss Avenue . _ _ a � I ,- �� Get � l ��� � �b 22 -�L � ' �•1'• ,, 1 � � � �-���-3��- � 3z � �y �� 3� 7 .gp '�� � �s � \ ss 2a /) `'s �WCUt h /IQr7 W.see-A26' r- C �-� , J � Q �� Q�� d VV Wo� \ II - J� I v X y�0 EX. G' Chain (� V Top Ex. V6z=> o� Link Aer7ce \oEx. G' Choin V•C t c / U I Levee / LU Cn S n •p �- �CCe l .Yo h U U •oma � I I g��•,•r-I�- � 55 ��/ L,nk fence � '0� H O COn✓f!rUCf%OrI MO�CS r M.W.D. OF SO.CA . �` curve Roto /// 98 � � r• t / Con Ira C/ O.s3'A. C. f�vemenf oyer 0,33' Coss II .�l o /3 ~ �T �YT o� p/ O R=635./3' � Rs ass./3' Q f 5 / r ( SJ & % `�. \. 7-Z3 �-„ BY - 999 fe GF�se. Q /nsfo//.�r0 RCP. CD/sem) Connector from (%s I / �• -c, e- zo°s/35" o = zo•/s•zo^ h f���(rvii vo See Typico/ scree 1 5'rc 1!0175 on MI. 25 Gofch Bosii� to ex. /� x 7'A C. e.,"See P/on � v _ L- Z3/.z3' � Profi/e. ./o/n Ex /PC.B. fir Glefoi/ on She. 25 �C `�'� -o T= //G.9/" T= �� n Q� Remove Fr. Pove/nent in .6-ea Deeignoted Thus: Consfrucf 8'COnc. Curb 0' Suffer fir Defai/ on J/i 1` 2l0 Con fru2c5 ie,/ef "B" Per Defoi/ C ` \� Li B R= 7/8.•fA5' E R= 718.-YS' O K Sh x oc 0� x� I N G= /8° 2'30" O G= /7.44&'/5" + C j r •0 O O C017-111KO'Carlc. Curb 6ufler ftr G�h�i/ on Sht v.� = z� -y/' L = Xtz.83• '(i V 2s " � .0 T / zo' T /1.2.3 - v �'� DESCRIPTION OF REVISION DATE APPR. Q /nsfo// 5lee/ Trash Roct ftr,vr/et lrDe&ll a '� _ O Feofher fbyernen/. See Typlco/ street Sections on 5hf 25 sh>. 2s Fabricofe ,i� Feld durn9 Const. h�� Q �� �' v `� "'.� CITY OF RANCHO CUCAMONGA O ildJusf ,Fewer /Nonho/e to erode Q' V NOTE: �� © f`9/2. 79' 0 f= 7Yo.4(s �•c � GO Consfrucf G" Spccio/ Sp/o5h Curb iFr Defoi/ on 5hf �5 a n s h• e= /5°511'06, d= /5° /7'5/" ii •� Q Id Adjusf mole,- /r0/ve Covers to Grode. 0 Q. FOR DETAILS OF PU8L/C to N L = 253.45' / _ /97 40 SEL" TATLET--_'B • h 3 PLAN AND PROFILE 7O Consfrucf G' Mole Carb AdJoce17t Conc. .3idesvo/k Per q? UTILITY RELOCATIONS /N T= /27.-19' 7 - �l-s�-s�' l SHT. NO. 2s Lxfoi/ on 5hf. 29 O Remove Ex. 4,C 6serm. N pi C: ^ j�u DBL 8 X 6NI TK OF R. C. B. s E " H E R M O S A AV E N U E ® Oeloil .o Cannxrei�/ Type Drive Approach (lV•/5; =d� Per ® Remove Ex. wire Fence with soles. OF mcy+M Me. '4 ) ICNOOp �+ SHT. NO. j$_ HE'RMOSA �A AVENUE Rernove Ex. Cmc. /Headwall. Protect tt) -JC" C MP•s Deloi/on Shf. 29 A M W U Cz-3 2 50-(0432 h ® in P/oce. Can91. New 5.d3'high x 8'wide Conc . heodwa/l STREET IMPROVEMENT 2/ Remove fr. Euco/yplue Tree. q MINIMUM D� 2 VJORKIR �Q� Per %ti/et 'B"de•�a// she. _� O Remove Ex. Cole. /nsfo// 13 'Kl/o'e Lbub/e 6ofe f'er DayS pc��OR t-o COMMer% % BETWEEN BANYAN 57REET & COCA STREET G�foi/ on 5h1`. 20 , /nsfo// Std Locking /Hordwore. ® Remove Ex. Cone. moll \,402K- ine�r MWD Fae'���}(eS iN11-49 � /V6 e-Peed 461 Alf,) Signs . Q /nsfo// G' Choi? Lh7A- Fence /Z' Rf. of /?t. Curb Linc ® Remove Ex. Abonobned plofer Yalve, Ofhers. APPROVED BY DATE ' From 5r`a 22(/0.6/ To 510 23t•i0; Thence, Eoafer/y Q9 Remove Ex. Cone. C Rubble Curb, and 90/%d �l C. berm. © /n 1011 Roodwoy Troosition 5iq,�s Markers fir Q /ns // w/5 Sign. CITY ENGINEER R.C. E. NO. 23889 5/'f /o ./o/i/ EX. G' Choin Link fence. /nsfo// G' © Profecf Ex. M. WO. Monho% in P/oce. 0e1&1/5 on 5hf e4 �/�f .�" /yh%fe Centerline 3fr/ c frnm Ifo. 2,21/O. G/ DESIGN COMMENDED Ae/nove ex. Cone- Drive Approach, ASSOCIATED ENGINEERS Choir/ Link Fence /Z' Lt of Lf Curb Line From 514 . ® hi3fo// !G' Krii/e Gbivble Gate r Defoi/ © To 5fo. .X�f 50. Ain Tonsil/bn of Ccnfer/ine S/,r .ZLf/O.G/ to Sfo. 2G t G3.CG. Cor/slrucf Per L.l"foi/ 017 Q Grode ,tkw Levee d/Doc to Limits Shown on P/Qn, qq 6hl 2O ©/ Relocole ex. Telephone Po% 4 eeB/9, By olhers. ® on Sht. 20 /nsfn// .Std loC*.�q h/ordxrorr• fo meet -x. Center/�i�e of ✓fo. zo f 4;-4,86. 165 W. HOSPITALITY LANE - - . f3-olecl ex. /•s/'.r7 R.C.Q. in Place. DRAWN SUITE 15 SHEET CO 17 Corr„nercio/ Type Drive Xparooch CW-3G; R-d'� Rc%cote Ex P. P. '� /o72d59E w/Undtr9round Conduit, ofhcrs. @ Relocole ex. doxvff Assembly /' behind Iyesf SAN BERNARDINO, CA. 92408 Ftr G�loil on 5hf. 29 ©7 ffemove ex. Rai/ 0' Cab/e fence. © rb Line. © Aemave Zr-E.rAbandoned t4''!!.C.P. to /3'111. of C714.)889- 0491 ( OF 2 3 Relocole Er. Telephone Pole qi 67' 89810, 6y others• ff/ Curb Line oncY' veal The End. DRWG. NO. © CHECKED C.E. I0(,27 /2 Consfrucf Cofch Bolin /Uo. .3 CW'20; Y=�') Pcr ® RCTOliC L`x. Cone. Curb. 908 Lkloil on 5h,14 29 Con9f. LOCO/ Depre3 1Cv7 Cone 8, © - p D TE1�71 a•4 ENO. Y, so _ i e G G G o f m/f f Fr m .2 3.8 t 5t 30 Point Slri t o 5f a. d o. " L 8', K"S' Pcr De1oi/017 5hf 2� rook 8t pe / ,-0171 of" � wale p vew y - 6 ri i - � F r O SHT 24 OF 30 � .Y 'W ,�Q . V � eodwo2" K"Curb — — /_— — — —— — — /�' Ccurb h t Jam' C4017C 49/2'!/�� �' o (CA-f,)( X. EX. AW d P`� CMP /2 t�Ories t0'- .ZJ�S' Karns /t'-O' ri ' - . Do' G•�' �,� l/ories ✓orics 6 •3z f Comilv . 5 v' high x s' IWiole h*odwo/l wtwnd / `/O - /�` A Crown L 117ec 7./1' y0•'� t t) Ex. JPB"C 11P. Consfrucf Cone. H//r71qwo//5, ' fi/eod�vo// q `t/ii7q Weiyhf vories from, s=M',S► /=r'Coni fruc f /' F • #5cs/2" SCa /d" t/or/ts f�ories I/ories io'e N/o// Miek ConC• Apron. rnsfo// 3/`ee/ Tro5h Rock 1 : �/arieS from B' yr•:/ D.Jd' yo. oz'-O./7' O. O/7' /. G2=0.50' •f in/ef fo "CMP's. 'Heodwa// to -f/'di) Edge of fbvement !/Dries o PLAN VIEW SECT/ON B-8 7 G vo GG j j 7'-/O' G. '° a ��v -� 0* e � � C/ fdge of fbremen t STA. 22 t/0. 6/ - 23 f 50 °� o /" �'-e /" �.• Posh /lock s i2" ` 00. CMP d 'o./ tcr -/of GD/V. Sf/ S X 4iie" �'f�� / - R � N P/ole. f/of. Z-+r 6o/v ------ r/pe OD G'O.C. _ #5 (/ Z J l�orits .�dtd0 'e 6.50 fYo/Cw/x !/or/mss Yorits (�bries Vorics, Jf/P/ofC 10'-// /zY s�o' - // Q vOr/e3 - fluM/e/d o// oraund �J'ofe /o/ifs SECT/ON A -A ' F�/r•5f/. flora <TyP> �'r'•/ o.�o' o�s' 0./7 o.No we/d all .' l• " oround 20 90 - Anchor fb/f5 PLAN TRASH RACK 1,1177* dor/�s 3 /dM O. C. TDP I 3 o/�d �ffom •' a , Conrccfion TyPico% Z"� 6a/v. - pipe S TA. 23 t 50 - 241- 72.03 TRASH RACK This Toch Rock Musf Q► _ .. fo6r�cofed i� fhe fig/d ATTACHMENT DETAIL During CO/ISfrC/CfiOrl -- /NLFT ' 08 " /t o/9�i/' G" �tlo ft3 /. Consf Wea*el P/ox Joints Oufer foce f-'r , p /0'Q C. Mor. :: Ex /•y'.r 7' RC B. O./7' O.,t9' • ►• �� o•3s o.zl' Age %v' /• ° f Inner foce _ I'•• .!' Min. 400 ' ' •: �fil!r EX /-#'x 7' RC-D I ,�- 4 0 Lp f O C. . - • :;�. Jiarewo/fi Q' Curb a ; Provide 3" C/e0r017ce -5/(•� /e i9rour/d STA. 24 t 72. 03 - 26 t 63.85 T°P �1e"'t�� or os relore quired fbr I eo/%r (Typ•) x yz,. r (TyP. o//oround)r Radii _ " 90 RC P from Catch s R Bo3ir! SPEC/AL SPLASH CURB 1 •' ' ' G.SD' •f!30' DE TAIL ! �s. COnC. Co/%r ,22 I LDP // tz &-,7d EX. Hor/jonfo/ 0170' /+roto/ Wo// Re/17forceme17t Info Cox. Co/%r (7gpico/) PLAN VIEW Curb L int ' _ " --Ivor- 7 30 " RCP CONNECT/O N TO ` r $owcuf ` r � __"* Y�'� y�''� 'y" '� 4E/Y/,5TING /4 'X 7' R C B DLT A/L ' • • • �sffir A � Q n �� n v � Co/�slruc lion Nolen - Oonsl. 0.33' A.C. Povemen/ over 0.33' Cro11 .9 49,7re9ofe nose. Top fbc rmt/1t f © ICor�sf. f" Conc. Curb ¢ 6uf fer per Deloi/ on ehf. 2G N "' !�s R a"�P ��� 7-Z3���_ STA 26 f 63.85 29 49 N ,� 5 feol/ier 4, C fbvernenl from Jewcul Linc to Edge of 6uffcr Frt�m 8r/Q. .26 f 63.QS - Sto. s�t 50 . :'+ �o DESCRIPTION OF REVISION DATE APPR. 0 Con!qf Co'* Spec/o/ 3P/ash Curb per Laefai/ on this sheef. z.2" ' 7O Conef G'/f/ide, Curb xldloc'enf C 7C. .Sidewolk Per Defoi/ on 31ht 29 r CITY OF RANCHO CUCAMONGA �t/o fes z5" / Consf. K/eo�eneo' P/o/x DETAILS & b'o. C. Mor. HERMOSA AVENUE /6" CURB AND GUTTER STREET IMPROVEMENT DE TA/L BETWEEN BANYAN STREET & COCA STREET APPROVED BY DATE - Irs - CITY ENGINEE R.C. E. NO. 23889 DESIGN A SOCI ATED ENGINEERS RECOMMENDED 165 W. HOSPITALITY LANE 46 SUITE 15 DRAWN SAN BERNARDINO, CA. 92408 SHEET 2 (714)889- 0491 OF CHECKED ' R.C.E. 10G?--1 DRWG. NO. (.CJGU� ATE t8��04"kE NO. 908 SHT 25 QF .30 4