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HomeMy WebLinkAbout0 Via Carillo 2 Of 2., ., � R :".:� ..... ,. � , 4" -� t, � c - �k _ a Rs4 �'� ' .� . t.'-�t�...�?� � ...5c„ � , �xS � � ��:! .,���s'rkF.�"z`�'�,c'"',"� ,'�.TM-b�` �i Ac III I - 10-$, - I , p , , . fir'fir'!'* .. 1* 31m, Al 4 nw '14 Z 7 5wLwp- 7 OF -W,44- f4f -1 '77 7- "7, r nc rell, I W A 4L_lA-- Q1 C.A14- r-# 4. 0 W- v C#4 OW • N' -`5 1 -F�p 467 Ilk % r, /;F-L T- . x Ate" XX mv PLACE 0 BY 07 6V i a : ( 19) 1 AL ABOVE - rip 04 /& l , , ,ram ! �I `. \ T a a+ f �' V �- - - _ _A VENI-lf _7 nP- r 4 /0 e-4ew N aI/ I --w 9- j7 X-3 43j- 'T 7 /0 v 1V 0. t, N N % 4, ;8;5 za k \--Aa"UW PV M-4CE 11R AS DIRPST2D % CE rs"AUM 6* C.M. I W. WATNR 61" N. rIAMM GATZ VALVI PIM M. MM. NO. 4. if , *1 1-4 GATE VALVI Fn STD. MI. MO. 4. -"I-A.SCE - SYDRANT hSANKRLY PIM STTI. M. MO. 3. -4- 4-- �-T 0h0R%9*=.9B 4%e. VUX TlW ALL JOXVrg SO- BACt FIROM ALL BLtONS, ULOWOPPR AND THROI)VH- 7 3 Oft ALLCURVISS PUR $TO. IbVr-. NO. 9. 17/3 A- 4! w I N, I USTA&L $A* x 60 X 6" FAbItTCATUD TFS. '9 •lb f cd ZMSTAU. XXRVTrl9 LATBRAL(S) PER STD. MW,. NO. 2 AND Rltr.-)KNErT (j Q1 7 ISMOVW NXIST. 4" irrltg HYDRAWr sAivAcvp,, To nrsTRr(T YARD. -4f 6,) 01/ &IND FLANGE kWgT vA v., (srzE AS 4,01M,11) 4. @-AZD' ABANDON AS DIREC7 cD &SWALL to 4,40 WILD ISLINOW,4 REMOVE EXIS7 21" REMOVEoISLE SLOW -OFF ZE (.5ALVASF AS �IREcrxeD) Am9 CvivA1,8c7- TO aer A VOID 8"wAr--,eLvvE AS DIREC-rED f"*vs_ Sam rur 4 CAP 5xl6T ww-rgaxiz (sag As ��iIWMAND A&4r4,DWq AS DlR9C"r2D 94 A No 4 a YO I D 0 4www4%"&f A assmaj.-T Pup exts. ma. wn. n. r--f I 'ID Ramov.- -EyjAT 6"SUND FLAN69 4 MW AISCr AS D I RACTE15 7477- BENCH MARK Xl-* Aig -,6 PLANS PREPARED UNDER SUPERVISION OF farx or Ammuo cacuo"A' - DRIVI WIN MITI $As allXmImil CWM V"YVXft Tla AT SM" T )p Or CVP.A 27 f NOWM or css?mxsx INT"All0vZoa Or AV DATE J" R C F DA a; S 0, I DATE APPROVED DESIGNED BY ORA*4 Oil CHECKED By BY IL Ur. A COUNTY WATER UISTRICT yAMONG Vl.H H 68- W5;K. a E N(,NF f t, J! 9�% -Ji --- 4. 1 1 � i 11 1 -1 '"0' WAl"ERLINE REPLACEMENT PH. CUCAMONCA COUNTY WATER DISTRICT SCALE *Qf4K ORrjER No ENC-INEE-41ING CEPARTMENT �'.C.W.D. ND, 3�55Z) AVENIDA VEJAR, SIERRA MADRE AVENI-ml, 9641 SAN SERNARDI%o ?OAD, CUCAMONGA, CA 91730 T. C'f4l 987-2591 7 7 ..j f'VPA -A.,af 44 ma wAm owmm p", �,v Ta MW AM )s"j? -0-01mam, ORWIM AVALIA" M m T= W a 'I'MPROVEMENT PLANS. FOR FROM AVENIDA, VEJAR TO EAST OF SIERRA MADRE AVENUE (. All work shall conform to the City of Rancho Curamon a Standard Drawings and the Standard Specifications for Public Works Construction (Grean Book), 1985 Edition with 1986 and 1987 supplements. 2 Public and private utilities and substructures shown hereon are from available record. The Contractor shall be resl:aonsible for protecting all utilities and substructures as shown within the construction limits of this project and shall be responsible for any damage as a result of construction operation. 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two working days prior to. construction or regarding any problems Southern California Edison (;14) 947- 8227 Southern California Gas Co. 6 14) 798- 7739 General Telephone Co. 1-800-4222.4133 (714) 949-800B Cucamonga County Water District (714) 987- 2591 4. For inspection and survey work for this project, the Contractor shall contact the Public Works Section at 989-1862, Ext. 312, two (2) working days prior to the required date. 5. A permit shall be obtained from the City of Rancho Cucamonga, Engineering Department, prior to any con- struction or encroachment within any City of Rancho Cucamonga easement or right-of-way. 6. 1-he Contractor shall notify the San Bernardino Sheriff's Department, the Foothill Fire District and any affected school district, 72 hours prior to construction indicating any detours and/or road closures. BENCH MARK " _: ELEVATION 1237.586. City of Rancho Cucamonga- Drive pin with San Bernardino County Surveyor tug at north top of curb 27' North of centerline intersection of Foot- hill Boulevard and Baker Avenue. CITY OF -R, ANCHO CUCAMOt"'01*3A -START OF PROJECT VICINITY MAP (NOT TO SCALE) 04' Sf i • ' I,`,yy�,A. I No 16931 >; *\SEX !6-30-92�,� f 46 CURB RETURN DATA �4 C URBQ L1 89°36'00" 9002400" 60°51'40" 60051'40" R 27' 27' 63' 27' Lc 42.22' 42.60' 66.92' 28.68' T 4 4.69' y 5.3 2' 3 7.01' 1 5.8 6' 6 L � r v d C- :. ' r r ,gyp A=60"51`40` R = 50' Lc = 53.11 T = 29.37' rR � x.3+ � r� x ' 3• w 12 } ¢ W;tE w; n a = 3' n x, iit1 LLJM 1 y15 !:/ 3 1J 7 3 ' O I 3' •15 �J i h 3i6p` !� '2 ,-. lnllk� E;4t " 11 SCALE I":4d l rowan 0 0 W - a Wl_Lq_ IIWIII - .. - I EL — — — — — — — — .._. _. _. ... .'- .. _. .. .. .!._....... ... ... .__ _... ...._L... .._.?.._... ... .... ...... ... .._.. , ... ... .... .. + Lp Ln Ln ! l - - - -F, ti _- __ t.... t f __ �.�.:_.. , t E Est nn - �-.ro r1.i _ 1- i 1` -� r } - y �1 — ,... -i - - _. l - - 4 - - #- F i. _ _.�._. _ .. _.. _........ _._.. _..... _x _.L_. �._. �..._..� . r - -.:: r i I , i -�- r � 4- , _ _. _.. ...�_... .._ _...�.....- - -.. �. _ - - _ i_ 00 18+00 19�-` 0 20+00 2'.+00 22+0 23 00 24 O d �. �4t� a t�� 00 0. ei p _ ' .1 y�, (Yl e �� cJ �'a� 3 3 ct Cj Cr— 4 � k N3 3N F r Y y �� � r 2 4 q1 � u ym 0 J z e K ? W W 1>7 7, n a 2 Y U K lf) 0c- IY 2 G �� g Q ti i I ~ K , < It! + .�0 �, Sava NO m 0 N n ". 04 3 up mN ro NOa Mp "� a p v+gaV, Cc�i N SCALE 1 40 CV CV N N N CV N N oLn _ c o N x= 3' 00 v rmi v; ro 2 , + n + Op W = I6' N m 01 X = 3' + a x = 3' �' M + + j 3 + + x=3, x=3 a+ + xr3', E N N NU) Cl) N N wm12 0 I �, Z w=12' t� C�+ icy rn w=4' ( i 4 iw3}2' w 3 2' � w316 3 Lp (3� �i + x = 3" i t (3f c 3 ` w.4' +r,w=1 " + ri rr 1 w = 4' N to CURB RETURN DATA CURB A 119008, 20 60° 51'40" R 27' 27' Lc 51.98` 26.56' T 46.5-81 15.86� 1 �ILlii�:Jm�.sa�s�r 'il���il�!c'.rC �•rcar����s�r�®L�•n�eII3r�ar ������. �� ,a,r_�..��.q _e _ �� t � :s�,r.:_�.�:as- - i� 4. '�, ai�. (,�.' �,c��ac+��ci�3""' .....: a i�463g�a_... :.`..."- -9 S"�'a"LEA- - -.,.�.. -..... � ... �t�'„6ECp7W :`aIB�TID�!! ® �"�ft�' ) • .- - .a.=; raa. �._.�.�. �_v m.,,, i * \ .g,• - 6:e6�ia�1tl.�. , 1 I 2 I t 1 3 N r! 15 i ( Ii ECR 23+05.72 r AQ• w-4' 3 r, , t I_ 1 3 3 9 II YR yx } w=4 I w, *'� TC 40.25 � 8 = x=3'1 0 I� I j x=3' x=3' t n1 + .p O :!� 9 j U o^D i Ci N " w=16' ° + w=121 w=12' w 15' 0 W t� i � � 1 # � 4. 0 _ (. 4 N v a M N en 22 o < _ : o •� ; 2 0\7-181-1 Lip, LDw N 4 i k �- f4 w p 9 �, m + f a c�(� W e 9 I i� a i a + v�K, s r % ?r LQ 10 • Q 1 i\ ' ~ 4 (, C •` O 'Y lie O t r 1 O; r N r. , _� eS l E� 2 5 - LL e Ld 18' J !- 7 --� - a 1 1.5'Io Existing A. G. ruvamuri, TYPICAL _CROSS S.ECT!Q S c a } e ----f Hor. 1" ' 6' LVer 1": 2' T.I. = - R--83 ' SIERRA MADRE AJE I 12 207-18'12 PLAN LEGEND Const. new A. C. Pavement — � indicates A.C. Overlay Construct new P C C. I,10T E : F cr CONSTRUCTION MOTES, See S H'EE` 2. W' fo X937 4C\\axp-.e-a4-92 !�i DESCRIPTION OF REVISION CITY OF RANCHO *0*UCAMON'GQA.._, PLAN & PROFfLE AVENIDA VE,JA+R TO EAST OF SIERRA W0E AWE. f OVER BY: n a DATE: -i If ENOINEER___ - 6 1.0N �i ANS MPAAW SY - l� fdF IT°Y OF RAN }10 CI J'CAM, 0,N1 -A 9320 ]BASE LINO n0A13 -- - DRAINN RANCHO CUCAMOK6A, CA 01730 Memo 1/ • AZ?3 / , L ' _ !1 �i t f� J51lT C� go, fi _ � KO � 0m)ff- (..an