HomeMy WebLinkAboutPH041293Rey,, fI/i✓ 100 / o?O' 1/ a' A'IV 42' 8/ 1�Gt21.r7E • a�ILY I' v� Llicrrt II r - O i I- --•� FUTUIW C..u126 GUTTER Te A-1- 1 P4 -z c�L yy� _ -TypIGAL_.. c�7ECTIow P _pATH;= i w oe R vwAo /VO SCALE 01m. 90,4 20 To osrA . 39 f 00 ROV it oN MOFILe FoTU12E Cum cotaST COM PG.G. cug6. GUTTER iYl A- C�u-(`(�C2 T(P'e ¢5-2 Go .ter a,'T`r'S'� A G �A�iEME cowr:7v. 9" c12u�I.IE�� kl&&. INA.C57e No sCAL5 M"THF=IW0E.9Z RoAt� 549. 280,50 TO 301020 REVIEWED SUBMITTED APPROVED DATE ENGNIOUMR OE316t4 DIMS DATE ROAD COMMISSIONER DATE T 11�2 • T y©i c,�� sEc rio�r A V_ /F won -Now.. 5'RE/NF0RCE0 001VCM76.4X0CN WK44 /4ER G&POING PLfiN 2/ ,Ivy Np IZ �z - b. p © Clowcvr 4 " eG•G, WAL*-' � T"EweL-L-Qp Mw- F✓TD *� O1r (-5EENOrFle) ' GOWyf e7' PG.G, CLlg& GUTTc-9 �'E A-2 32' 42! 01 _ GUT 2" MIW. `✓' � o.c�' 2„ 0.6j GJ' � Il�ti'1 GALv. PIPE 71-` �P 1/�� PEf2 F-f. �eV�c. tr►tJE a,I.IoPE I�q." FT '�' :�• ;'�• a `O ;i / � � yes :E-' 7oll�¢c5- : ice• A . v,;• I .;,, . :� - col.lor�: 2"A •c. �AdENtt: tJrt 'f`�(� '� ou ctzU�Nfr? ac�,i2r�,-� �� Loy -T PO.G CoNyT. 0510 V CC,, L,u;z5 241'4."MI►J OUTTEI2 T`-PE A,-4-OUReocBADe MAIL.._WX P CAE o� 1 /1-40 ) TI-I IGK- 'TYPICAL C-PECTIOW �tA NO SCALE ArRe flZ H/LL5 ROAD 911 I`ve-Ty PI GAL... �G ovj X195/O/U99 `AR/,DGE 6TAE T L.A. Co. ROAD DEPT. SHEET #_ � =1-77 SOUTHERN CALIF. BLUEPRINT CO. r�T2tVE Apl2 IJ 's Tod of aw& T_-A me n.0w OAF FLOW -- u 4 10 MIT,►. • N" 0 ��741 5T I �y5lo,�A t N4 5 M y�EE 2 �4 i �.� LAW-E CAWYoN D,P/YE - e D 0 -1 V 4 hIVLO-10-N) i p yAFC¢ ts� -- Q �? BENCH MARK: L � P.W. I F'[ W. 13c.v 150 V:-r. 1J . 01 FT 5110. 1w. F:W_w HoLLo� . oTTI�I�1� ►�-jv STA1�.1C"�i�.Rt� hlE► 1. ALL WORK SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" AND THE LOS ANGELES COUNTY ROAD DEPARTMENT "STANDARD PLANS" AND "STANDARD SPECIAL PROVISIONS ROADWAY" IN EFFECT AS OF MAK 3, 1978 2. APPLICATION FOR/ INSPECTION BY THE LOS ANGELES COUNTY ROAD DEPARTMENT SHALL BE MADE BY THE CONTRACTOR AT LEAST TWENTY-FOUR (24) HOURS BEFORE THE SERVICES THEREOF WILL BE REQUIRED. PHONE 226.819E 3. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC. FAILURE TO COMPLY WITH THIS REQUIREMENT IS A VIOLATION OF ORDINANCE 3597. THE HIGHWAY PERMIT ORDINANCE. 4. IF DRIVEWAY OPENINGS ARE LEFT DURING CURB CONSTRUCTION, THE DRIVE AREA MUST BE PAVED OR THE CURB OPENING SHALL BE FILLED WITH AN ASPHALTIC CURBING. S. STENCIL STREET NAMES ON AT LEAST TWO RETURNS AT EACH INTERSECTION IN 4" BLOCK LETTERS. ,v /� X. - f/J MAX 6 CONST.CVRB�DE,tIRKeoX9TGtPLRRGEfJ9A�/E�P M,THERE SHALL BE NO ABOVE -GROUND OBSTRUCTIONS IN ANY POR- A Z: 4 (cvEE V1,A►.1) TION OF THE SIDEWALK EXCEPT WHERE THE WIDTH IS GREATER THAN 6'. `CEy MAP 5391117 5TM OARD /V07E'5 Cocwru AUW0j AS- V/-/- /:IWMAVRCEO CGIMC"rC Pl~ SW*ZC 43E -de, �awo /N AGL'LW� 00MC4W wrfN co• 6Jww ame sna. ouK• Atp. 0-54, 69s6 Al_ 7. AnHoARS►%EwAYM/F/CATONA�ETtA/GFORWG�.R•SNOWNHE 60N ENTIAL DRIVEWAYS PER STD. DWG. NO. 36-02� S. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PRO- PERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION *PH041293* OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH SUBDIVISION CONSTRUCTION. 9. PROVIDE A STREET LIGHTING SYSTEM APPROVED BY THE LIGHTING SECTION, TRAFFIC AND LIGHTING DIVI- MIVA7r.- ,� WO e �0 SION; AND PROVIDE FOR THE TEMPORARY OPERATION OF THE STREET LIGHTING SYSTEM. BE INED TEST. SHALL REQUEST By 12t �.�/N l f�•A�TOR 10. AMOUNT OF BASEROAD DEPARTMENT AFTER STREETSLL ROUGH GRADED. PLAN MUST BE REVISED TO HOWTEST HAVEBB BEENL ACTUAL I'/4N•IE EXI�'E+JG� A�� I,oOAYl0�.1 �F A�1JY U1.iti,�{21,�j1.J17 11"rl LI� BASE TO BE CONSTRUCTED. `/4 A Plwro am co2UcTu12Eco a7NOuAi oN TUE� PL•1 wc_-7 A.12t; oe�a.11.►�r� 11. PA T S lZ Pr P��(A 0EA.t244 OF "' e b vk l L_k0L-e ICE �a Ta -n-t li 60 erf of ►„ y 12. IN LIEU OF CRUSHED AGGREGATE BASE UNDER WALKS, CONTRACTOR MAY USE PROCESSED MISCELLANEOUS �-r---- ILwouiLEUGE 10XIr--7rlw0\l0 U TN1;�� AI2ti T� CG IL-ITIEE�EPT A� BASE OR SELECT MATERIAL WITH EXPANSION OF 3% OR LESS BY SOIL TEST. ..:.;; . wN oN -({•4 el::�E PLAIWco. V6 CONTV- c'j'Oiz Iry 1 azuiltev To TAKE # IJl1t✓ PYLEGb,UTlo1JA1M>A,hU�E� To p�1��'( TNe vTILI-(Y co t► OM-C NK iZAMt A ALL CW.5 T Y KGjU12N 1 GJ�1">. A.Ai�I-dI AJNODR/VFwf1Y �✓EG lON �A- A L 11-IEG� �jNO�tJ AI�It7 ANY �I-��IZ L•1 I.I �iG) �IO �' Q� ,� Q�L N roNaalIJ oIJ '(UE�E PLAN �¢ . MOD/PVCAT/ON DETH/L FOR W.C•R. $NOMY HEREON. ALL TREEWELL3ANOCOVERSTOBEL0009TED yNDCGWSTf+'uCTEDPER G.A.C.R.a STD. s2-0e MN*EWA`( MODI RCATI OWC�p FOR WHEEL. cWAIR.% RAMPtap N ryL4NS MPAIRED BY: REVISIONS 5.L.., PEAKG.0W � 1 REVISED KEY MAP 1555 GA/. R6001V0013EACH 13G VD QQ REVISED BASE REQUIREMENTS 6,98 ENA, CROFORN/R 90847 ON TYPICAL. SECTIONS (e13)3e1--16v5, 51ft-4/25 RE,n:En >•Y R0 EPT T UZLIV RE 1" 24988 �,,,� s,r '�OBERT T. WINN Rr• Na, 24988 _ RevaIXo �• SIONATuRE R E Na?4g ///` IL ENGI EER APPROVED -`%C � DATR L�.L�� APPROVED -LrC 7=J� DATE .�Ss �_ ArPRON'ED DATE CIV LOS ANGELES COUNTY ROAD DEPARTMENT TYPICAL SECTIONS BENCH MARK STANDARD NOTES KEY MAP _ i TR.35741 # 41293 SHT of SHTS