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HomeMy WebLinkAbout33 °; ,35' v I p O �. O I ti v� S m ^0N m a T'- in E4:0-. NOrfi!en 4zjOc ILA � om %J' Vv (\IOD --_ - oExisf North I � aa � �► erq � r 4 4 _ N r �. i. 14 m N O 1� � � _ '�A. `� � �� m `i � rri� 0 � u01a O W� r — � EXisf r PP Ooc NOrfh curb----/ o•g o _ N ONom TOP off'NorfN ---- - __ _ - ' ' - - - _• N N o• o o GENERAL NOTES Curb � CIO `-'-- /, 13 O y.___ _ - - - �tv � 1. Ati WORK SMLI BE DONE /N ACCORDA#eF WITH THESE 1210 0 Q *,; ToP O/ NOr-lh Curb - _ _ , _ _ N N m PLANS AND THE /9!0(o REVISION OF STANDARD5 AND rz O SPECIFICATION OF THE COUNTY OF SAN BERNAD/NO. 5 0 ^ 4 W Exis- Nor,1h Edge - -- __ _ _ ---_ _ _ N O r- 2 A PERMIT FROM THE SAN BERNARDINo COUNrY ROAD 14 o N 0 1 oi' Pavernenf - O ti(1 cV °E4.1 g _ _ �-~�- � _ ` '4' � DEPARTMENT W/LL 6E RE•OUIRED PR/O!? TO THE BEG/N- ap . N , Future TOP o ` ' /• 5 9 5 __ ` ` - - - N/NG OF ANY WORK OR CONSTRUCTION WITHIN THE COIIJ mvq a 4) ti ° 4) (vi o m 4 0 6l NOrilh Curb -- - -__ _ _ - RIGHT of woroR EASEMENT. S f - �' N } •� N 0 m O -- O, o \ � � \ \ ti gni � � O� 00 S ` ro 0 9- c� o m O r` Q0�' h N '? p 6)o r 9 ALL P/PFLINE5 OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER DIETERS VAL VES OR o o o °° HYDRANTS, IRRIGArION STRUCTURES, ETC. SYOWN OR NO FEW 51 Future z N N N O m /3 o s; SHOWN ON THESE PLANS AND LOCATED W/THIN AREA 7D BE 1210 o N N EXlSI' ¢� O r 1200 IMPROI/ED AND INTERFERING WITH CONSTRUCTION SilAIL RELOCATED AT NO COST TD THE SAN BERNARDINO COUNTY; O O 0 IT SHALL BE THE OWNER' RESPONS/B/LITY TO NOTIFY �, ALL AGENC/ES CONCERNED, O m _ N A. COMPACT/ON TEST OF EMBANKMENT CONSTRLICTION, TRENCH fU�ure �` BACKFILL AND ALL SUBGRADES SHALL BE PERFOR�tIED AT ND COST TO SAN BIFRNARDINO COUNTY, AND, A WRITTEN Ripowr SUBM/TED TO THE CONTRACTS ADMIN/STRATTON DIVISION n h �► y, tc1 p S 0. Co o 7�Er/:5/ -- - - _ __ 1" o O �9 OF THE COUNTY ROAD DEPARTMENT FDR APPROVAL, PRIOR o m o �NTO PLACEMENT OF a4SE MATERIAL AND OR SURFACING. south Edge or Pdilemenl � ` �N �� �S� � 5 WHEN THE ROADBED HAS SEEN GRADED TD THE APPRbX/MAI O o O ELEVAT/ON AND CROSS SECTION ALL ROCKS ANO LUMPS OF 1210 Future TOP D,L' south Curb 1.130 N N O o \ 1200 EARTH OVER 2%2 INCHES/N S/ZE AND ALL OTHER UNSU/TABlf Exist SO[Ith Ed9e m 0 MATER/AL SHALL BE RwavED FRom THE UppER ro INCHES OF pavewe oq O THE ROADBED AND DISPOSED OF; IN L IEU OF THE ABOI/E N o O ^ REpU/REMENT, THE CONTRACTOR MANY FURNISH AS AN AL TER- 15 �} NATE 2 V9 INCHES OF CLASS 2 A6 AS A CAVhW L/PON IYH/CH m N TO PREPARE SL/86RADE, /no. WHEN BASE,NENT MATERIAL IS TO RECEIVE PAVING, !T SNAL 1 HAVE AN R VALUE OF 70 M/N/MUPf. 7. CROSS GLITTER SHALL BE CONSTRUCTED OF CLASS "A ' CONCRETE . HORZ1 1"-40 VERT! 1 " - 4 ' 1200 13 14 15 it 17 i8 19 20 21 22 23 BENCH MARK Tp,J � SEWER PIPE CROSS/NG UNDER N PLAN CROSS GurrER AT SrA. �7 4J2.06 60 d. SPK. WEST SIDE P.P. 4(092(o'!v - E � S�E I W CORNER ARROW ROUTE AND BAKER AVENUE. e 1 = 40 03, 6.08 ELEVAT/ON = /Z 00. 24 SAN BERNARDINO COUNTY. ROAD DEPARTMENT w w m O N O m h w ~ a a v �p •yy cv F-.YTP/VD AWR.5IN Curd Re fig. L1.1 II Curb Rete. v v N ? , o 1u • + �^ EX TEN,0 BARS moi• ?4-INTO SL.4 a �! 4= 90' 12' 00'' I I w 4 = b9' a8' 00 o m i n W V R Z C O Z 24"INTO SLOB R = 2o' R = 20 ' o, a � � d' Z Z '` L = 3/.S9 I I I ! L = 31. 35' Z J 0 0 1. o3i Ov t� Q 2 4Qi • N. L N 3 000 PS/ M 0�k x „ m Z � CLASS A CONCRETE �A T= 20- 07' 30� 30' T : 20. 07' O o V V 0 . y N �p Q D; /2 5 A4R. l Curb RLtum Z Z Ki co/►vc. aco h e " 4= 90 00'00 R m J ►n W - - -- - - - - - - - - - - - -- - - - - -- - - -- - - - - - - 61 p R1 Q'ti J R= 20' Q O C m Q n #4 BARS Ca /2" o • Z W O `q h 'n �O U p t9 L=3/. X12' �, W W n W O 41 _�. to h I W S S O f;v m tri W * W * i - ` . D / 4► '� Q h til O G. V O q O O m Q 7 0- .. �,5"t /� fLEXCEG[ W �e•' o o o o ° B,• •I° ® `,o" • ', 74 Q se we ° d °. . °• ° •'e. QAR � > Sa'c � �a �- N 3 � 3 N J �� • ` = - . (• P, � Const 4"P.C.C. sidewa/K #5 BARS _ .. - -- -- ------- - — -- - - -- --- - - -- GON --_ ---- — - - - - - -- - - -- -- -. _ -. - 59o�PEL COMP. %" `Z —� I O p I Con B Cura E�Gufler sld P/on wo. ii5 ti 2 a 95% REL COMP. _- - - -- -u--_ - - - ?500 PS/ CDN - - ------ ,PETE is S{— 1 til h F. _—_ - _ -- <' ��/ • � • BNSEYVER P/PE EX%Sf B curb E'Gu�S'�r Exisl. 6 crrr68GL/ JC • eti b 1 \��n•\ 0 �a�a'ty' \��'��v I I\ylti�y ��ti �/ / 1 I I 1 95 3v REL CON/P.-� _ COn/C, ENG45EMENr ReINOW A.C. be 11 EXiSf. Ed e �' paVe/>�/1� _ _ ` _ ' / ` _ I SLOPE %4":/� N0.¢ BA 4P 2d" BY oTN�Rs rr T T 1-- --- - -r-- - ---- -T - - - - ---- -T -� _-- - - -1_ -- - T-- -- - - - - - - - - 1 - -- - - -T� - - - ---T 1 -- - -L I - -- -- POCiC ro/e ph ARROW /0%r, EXis S.N1,l/ ROUTE JOir! EX�S PAt/PiIJBII� P T re/eph /h° CO T -� -L- Z ' • '• „ QS�oPE ;F d o d 14 4 o_u_cf Conaal 15 16_ ___ A ��nf __7_ -_ -_ -_ _- � 18 --- - 19 _ 0 `a'c`t co���%� _ I o = _?� 2 _ FEATHER AS - L"uniCirc`ic` -FA'C45 t` Leather as neCes5 ry E,r,•s1. edge of Paverne41- 0 S.A4.H. NECESSARY -- ---- - t�`�—�_ SfwER MAIN ---------- --- - --------------- ---- EXaf. Ed9P o� Pave�le� ----------------- - ---------- -- -- ---- -- - -=_ ___-- - _--` =.--= - ; -A •s a 44 BARS 6) 12" -.* ' • � • e � x CLASS A CONC. MIN. 30oo PS/ W cox', wall Conc. wa/ f 0 C f W 95;/. REG. COMP, SCAR/fY T[aP /7" BEfOPf COMP�QCT/ N. `9 qm 14 119 �+ ( (n N ti a, SECT/ON A -A h O F Vl � Ncv ►. `� s as OorH/L L 0 W nl i N BLVD I 20' /2" /2' 8' a' 05 N ��Flt W --T a P � (.0 4R14 I 1.00' 0.89 o.i�, N 5o�t� LLI , ( LEVEL LINE S/o )e Y4"°/ j B'c•.F 4!/1Sf 4"p C.C.Sio�WC!/k (� c Per Co. std. 109 W FeAfi�r fo join O p � conSmI&P.C.c.Curb 0'/8"huller Per co. std. //5 MOTE: drulare S�'deWQlk * ,-,• Const. A.C.Pad construct o.2 0' A.c. on CONTRACTOR SHALL CALL THE UTILITY COMPANIES �o EXiV P.M. POvelvent Prepared su69rade Futc/re Curb b'Gu/fir ►- FOR LOCATION OF ITS FACILITIES BEFORE COMMENCING TYPICAL SECTION PLAN SCALE 00 CO/VSTR"C71 0,v, L = S CUCAMONGA COUNTY WATER DISTRICT 714 - ,967- 2591 1 W cr PACIFIC TELEPHONE Co. 7/d -ro84 -007/ Dwr. No. 33 Q '' " ' FIELD BOOK REF. W. O. NO. v, m SOUTHERN COUNTIES GAS CO. 714 - 884-9411 PREPARED BY ; COUNTY OF SAN BERNARDINO 3 WILLIAM K . FUKUTAKI 81 ASSOCIATES - ROAD DEPARTMENT ROAD NO. _ ARROW ROUTE 129250 L_juj 234E , COLORADO BLVD. SUITE 4I 3 DESIGNED BY DRAWN BY CHECKED BY APPROVED BY A 0w ROUTE PASADENA, CALIFORNIA 91101 PH. 792-5163 S' SUBMITTED BY - ONTARIO LIMITS 11 ,��� /�• � Z-3-]/ L� � -"-rr`D.E. ASST. COUNTY ENGR. - ROADS DATE 83 4 �•y DATE RECOMMENDED/APPROVED BY V1C1At1rYSrRJTr MAP SCALE / " = 500' WILLIAM K . FUKUTAKI RCE 11,369 SHEET � of MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE COUNTY ENGINEER DATE i