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HomeMy WebLinkAboutPC0890211 8,M. B.G. 39f8 EMI'. 694.863 Je D8N. TAG IN C.S. 25 prr s 4 soo Prx. Lr it EMT. DIAMOMD 15A)t OLVO 5U1vSET CROSSING RD. OT TE R 8 El tq QUAD, 19� MIAVC0 A &,%Ije f PROFILE, ALIGNMENT AND GRADE OF PRIVATE ENGINEERS NO TICE TO CONTRACTOR GENERAL NOTES: PAGE rMor 0.00J71CWCAr #*A010 0AA0.T1.0W,#rAr docorloW *Ar j1Nproee. e o elm4p 11*7741el7rS Voe 3rje 1. ELEVATIONS AN IN FEET ABOVE U.S.C. A G.S. SEA LEVEL DATUM OF It". SANITARY SEWERS SWOWAI CPA/ 7W-4� Ae'jAoV3 WirerekAF7.9e.,V14(ArA0 OY .4 4MjrAeCjV VVP 7*0 49Yje1"*AZAp' AVA6414C 2. NO REVISOOMS SMALL If MADE ON THESE KAMS WITHOUT THE APPROVAL OF THE COUWV EPIGINEER. 44FC4&4". " 7W* BrS7 47,Or CC/AP. XA10WZAr064Fp )r*,ffZr *fRdF 410 &-XjS77AfGw 1f1*V4Wo0CAeV(1*0 Vr/,9/7" 3. NO REPRESENTATIVE Of THE CCKOM ENGINEER %WU SURVEY OR LAY OUT ANY PORTION Of THE WORK. TO BE CONSTRLICTED IN 04 SrZtt0,,'M-e" 4PYC&Aor- 4f.1 S*VW#V OAV 7WAVASO AV-1VX13* GRADES TO WHICH TN" IMPQCWEMMT #1 TO U CONSTRUCTED AN (MOWN ON ftANS AND PROFILES. GRAB' POINTS POR 11100 OF CURBS, CENTER LINE OF STREETS, 01 CENTER LINE Of ALLEYS A Of SMOWN IT CIRCLES ON PROFILES. AT ALL POINTS BETWEEN Of SIG- XoOrAr 41a41rjeAC7Vje *S Ae4&rj0,(//APJrAP FV "ro.Kff jOW&P P4&C#V77k1jV,*feY AfdrotZWO-Arg 70 Jw*0r*C7P"e- HATED POINTS THE GRADE SMAI1 It ISTASUSHED SO AS TO CONFORM TO A STRAIGHT LINE DRAWN BETWEEN SAID DESIGNATED - mWS. 6qX4r#774ff'S W07500" A20nCOA240 glAr Alor V6V"oAf C& #VW4F%5jr j0ZOj*",30 THE PRIVATE ENGINEER SMALL FURNISH THE COUNTY ENGINEER Wffff GRADE SHEETS AND STATIONING MR ALL HOUSE LATERALS TRACT No. 28065 AND "V 01 '7" BRANCHES AND SMALL PROVIDE STAKES FOR THEM AT THEIR PROPER LOCATIONS WITH STATIONING PLAINLY MARKED. ALL MOUSE LATERALS SMALL U CONSTRUCTED IN A STRAIGHT ALIGNMENT At RIGHT ANGLES FROM THE MAIN LINE SEWER 7-Z EXCEPT AS SHOWN ON THE PLAN& HOUSE LATERALS FROM CHIMNEYS SMALL NOT HAVE AN ANGLE OF LESS THAN 4.510 WITH IN# MAIN LINE SEWER. ANY CHANGE W ALIGNMENT SMALL BE REQUESTED REQUESTED WRITING BY THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SMALL FURNISH THE HOUSE LATERAL DEPTH AT THE PROPER" LINE "LOW Irmo TOP Of Cull ELEVATION PRIVATE CONTRACT NO. 8'3C)2 FOR EACH HOUSE LATERAL ON THE GRADE SHEET. F. BEFORE WORK CAN BE STARTED, THE CONTRACTOR MUST OBTAIN A PERMIT TO EXCAVATE IN COUNTY STREETS FROM THE L. A. COUNTY ROAD DEPT., DISTRICT OP14CF 040- 1 - AND PAY A FEE TO THE COUNTY ENGINEER.. W. S. 3 Cb �mw w mnwrirA &%Imr0 t In mm &I t"A 0 REGIONAL OFFICE, TO COVER THE COST fft LL11 P* P-C r0*01 OF CONSTIMXTPOM INSPECTION AND RECORD ftANL N2-.,�,l! id A. 41`11=14; PAGES a J 0 WORK 0 TO N DONE IN A STATE HIGHWAY, A PERMIT MUST If OITAINED FROM THE STATE OF CALIFORNIA, DIVISION OF m1GM- VERT. 1,0 - 4t WAYS, In SOUTH SPRING STREET, LOS ANGELES, CALIFORNIA. SCALE: NORM to - 4W AV Ve 1973 N K.seyKpt e p To THE ACCURACY F III 6 12 APPROVAL OF THIS PLAN IV THE COUNTY OF SOS ANGELES DOES NOT CONSTITUTE A REPIttaNTATION AS ACC A 0 T PREPARED IN THE OFFICES OF 3 V LOCATION OF OR THE EXISTENCE 04 NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE, OR STRUCTURE WITHIN THE LIMITS Of S fi T wMVd-i9-:S-' - THIS PROJECT. THIS NOTE APPLIES TO ALL PAGES. KEMMERER ENGINEERING Co* INCO SAN WkIfra 10. REFER TO SECTION Of THE STANDARD SPECIFICATIONS, REGARDING "Fur ORD03. 607 S. PAINTER AVE. WNIrTiER, CALIF. ALT L.Gy jp* W. . 0 - 64&". Ift Disuic" sal ft BY:-r L _�T �-- - No oommtlons for the disposal of �• , in !t Oro• 11349 safted 10 tho fouowinq m REG. C. E. No. -AL- IndustrIal wastes shall be made to thw� ' mw4un iwpec&m cm be =Kx% sewers shown on thme dry wlrage (Phme 3374025 * a 6364161) Without written permteston from tbs spov.c.tpo. ri%4 �p It 11 U %*W*Q pfiakm ACCEYTANCE OF THE PROJEC4 V "j* "awa- Wm GeneraR11mmjgWV THE FOLLOWING LATEST REVISED STANDARD PLANS ON FILE IN THE OFFICE OF THE COUNTY ENGINEER SMALL APPLY N THE CON- P. C. 816S4 &Z the Couaty Unitation Districts - STRUCTION OF THIS PROJECTt LEGEND -- -- CONSTRUCTION NOTES: MINIMUM PUBLIC SAFETY REQUIREMENTS • 1. WORK SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (1970 EDITION BRICK MANHOLE .0 WITH SUPPLEMENTS1 AM COUNTY ENGINEER SPECIAL PROVISIONS FOR THE CONSTRUCTION Of SANITARY SEWERS DATED STANDARD MANHOLE STEP -AND SMALL BE PROSECUTED ONLY IN THE PRESENCE OF THE COUNTY ENGINEER. MOOING FOR SEWER PIPE SO TMIF CONTRACTOR SMALL NOTIFY THE CONSTRUCTION DIVISION IV TELEPHONE, v74-7zow AT LEAST TWENTY- CRADIINC AND ENCASEMENT S*n MUM knLMS AfPnR# STARTING ANY WORK UNDER THIS CONTRACT WYE OR Wfirm SUPPORT IL INDEX MAP TRACT Mo., Z80G5 4PBL t' 2 SCALE : 1*8000'p P.C. 89102 iY ins 1 1"910 %,%Jv 1UV-mV1LW%j-- 6 E?A -InE-r 0 m!51t SUET C0S5ihQ P.O4 105 . lb - --- IL AELM x 4C ob PrEft P.C. C0407 C ab 0 C) OL 0 4 jr d3 -qo. 10 *or 4r, 4�p %j I 0 U 06: > sc; %OGM417MAL Q; d et PO vilre 0 vzo, % t rz e) 0 jr 6 FL%V E 2 e000017 V go I *4T sfic 3 in j 6.0 go.C)p A Ci *T 2 S it t2 Im W 00, 1 ze 10 Ad * 0 0 0 0 0 0 0 0 0 0 W 0 * * * 0 0 0 A. HOUSE LATERALS TO BE CONSTRUCTED WITH INVERTS AT PROPERTY LINE 6 FEET BELOW CURB WAVE EXCEPT AS NOTED. ALLOWABLE TRENCH WIDTHS * 0 0 * * 0 0 * * * 0 0 * 0 0 * 0 S-33 4. WYE OR TEE BRANCHES MAY BE USED FOR CONNECTIONS TO MAINLINE SEWERS EXCEPT AS NOTED. LOCKING MANHOLE FAAA41 AND COVER 0 * * * * 0 0 * 0 0 * 0 0 S-3S & ALL STRUCTURES SMALL BE EITHER TRICK MANHOLES ►PER S4 OR ►PRECAST CONCRETE MANHOLES ►PER S-36, EXCEPT AS NOTED. MON-REINFORCED PRECAST CONCRETE MANHOLE . S-36 & PROVIDE STAKES ON THE PROPERTY LINE OR PROPERTY LINES PRODUCED At RIGHT ANGLES TO THE SEWER LINE AT THE CENTER LINE apz4pe /#VM ffjf1Vr1AAVr. 444,VH04LAr Of EACH MANHOLE. 5~1A 4 OUP00V r Y. MANHOLE TOPS IN UNIMPROVED RIGHTS Of WAY TO BE SIX INCHES ABOVE FINISHED GRADE. SO VITRIFIED CLAY PIPE JOINTS SMALL BE TYPE "D-o -r* 04 "G- PER STANDARD SPECIFICATIONS SECTION 1004. 9. IF A POWER POLE IS WITHIN THREE FEET Of THE SEWER, THE SEWER SMALL BE ENCASED, PER S-23, CASE JL TWO FEET ON EACH SIDE FROM THE POINT OF INTERFERENCE. 10. OF DURING THE COURSE OF CONSTRUCTION IT IS DETERMINED THAT THERE IS LESS THAN FOUR FEET OF COVER OVER THE TOP Of A MAIN LINE OR HOUSE LATERAL V.C.P. SEWER WHICH IS NOT INDICATED ON THE PLANS, THE PIPE SMALL SE ENCASED PER S-n, CASE COUNTY O F L O S A NG EL ES, CALIFORNIA JM UNLESS OTHERWISE APPROVED BY THE COUNTY ENGINEER. w&O.VGY T. B2&%VT,, COUNTY ENGINEER JOHN D. PARKHURST, CHIEF ENGINEER 11. ALL JOINTS BETWEEN CAST IRON PIPE AND VITRIFIED CLAY PIPE SMALL BE MADE WITM A RUBBER SLEEVE JOINT, TYPE "'C* 04 "D*** CO of IWITH BUSHING IF NECESSARY) PER STANDARD SPECIFICATIONS, SECTION 201-2. VIL SEWERS TO BE TESTED FOR LEAKAGE PER SECTION 306-2.3Y OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS. APPROVED APPROVED I& RESURFACE ALL TkENCHES wirmim PAVED AREAS TO MEET L.A. COUNTY ROAD DEPT. OR CALIFORNIA STATE HIGHWAY REQUIREMENTS SAsd CK jjS REGIONAL ENGIN OFFICE ENQNEER IN ACCORDANCE WITH PERMITS. 74. FULL COMPLIAMCK W#TM 5ECTIOH 306-1.9-3. OF T14C SPECIAL PROVISION WILL Be REQUIRED POR SACKFILL Sly ST12EETS. CERTIFICAWOM OF BACKFIELO COMPACTED CHECKED��dV75 AMD 5AH0 EQUIVALEPITS 15Y A CG9LTtPI40 , 2601%STW1200 TESTING L.ASOIZATOzy (DATE) 4 rr 11 SM&L.L 806 PQQV%V6p by VVAS P&CLAAITT&S PJZ%OM To 'r"4r& %SSUA1114C6 BEG. Cj. No, I ej 16 co of a crmLj2TjirjCAT6 CPF PAQTIAL ACCEPTAWCS* SAt4 V%/AAS 0*2SC>-C>2 11MG. DIST­­ I N. 10 i 03 1 O 2 lot or bl"V-C-p- .S fi W4CQ C0mSqr to to.r. GMCASE Pr&'Q S- Gm 'Aa%� 143 C.AS6= U 1*4 0 Er 12 so. 0 0 lb 0 .00 0 - - is 0.0 ej W 0 Z' d(#; 67&00' �41-lw 0 4" X t MOT! 10-M -NAM :.�" A. qm�..mmw� � � 0 4.. ALLEY 14 -00 L* JIST pv $47 - 0 9 a STvibls YO - " t WZ AT. dobdm I E ..... U) 0! z. o r lo.5 po J.cv- ca 7 1,600.0 Sewer cwrvet TDOA44. 0 0e, C)%* 00 0) ROOM F EX. L. A -Ce F C. D. CHANNEL 41124" Q U TT FL 0 0 0 V 00 T IRIS1.210 SEWIrR q� 1k of L 96. %1' IV W . + I TO -709 13b 4 01p 13L Cud ic 000- 1 10; age fv qmm0 . 46 1% 0 • ov � 0110 .4 L4 FENCg -.,Qi el ON COMST GaUTTER MA*TC1Ath4- Q� % U. C ROSS S EC4T.F.L. 1'6 0 2. C.) 0 18QfA%( 0VT &A. S. f Do 0-16- CA*5 E C 3 TU. 5 a 0.) W 4 .5TV1b LA. COUNTY KEEN SKEET M I SOUTHERN CALIFORNIA BLUEP*INT CCLAIro wn -j 1 1 N. - 1 i i rG f I j -e a r P 1 t k h flit, s. -- EXTRA DE P T14 11Y MAIN LINE SEWER-$ (Pip P 82g � �� : 4. NU Q � � DT � C Gr E F`C7t? + # OVF SERVE Q PG & - 9 �"�ot '�` �� N I %9 etc _ QA C T£ - 1 L Lo C _.M, Amm e L V 58 L tr♦ ,r —•• - to Nb ,(� V p O 6/NAL G ROVNt? -?e ,, pE 1� +a n - *+ ♦ ,,, GwoU _ �► (o v 650 W 650 _ �o►5�j � • - Co � 5 �-- Co J '� �, F 7 g Q ~ K Gt�f1'� 6 Gt�Q6 S w° a `r ° •V „0 v v 1 +r 4 400 Co SO Co 55 w 645_ <DSC.) c o �► G L M lip JACK CASIMQ AS 0 8. oTEo eELow. o o , c -� , 640 640 G45 e) 150 V 00 V. Q a _ a 0 t MCA S P � br . oTEe w • _ . Epp - .p J IV 21a 32 �► g V C �... 4� � 2 3 Z (.C.. Oc 2 4 o ©. CD `�' • 8 1 ��. e� 40 190.0 c� i4499. 51 rat.. ma,. c*/ • v v v 64� 1 3, Ora O 4 CONC. GuTTErt ACT • 1 t� T R A►C'T' fro• 2aO r•5 T12 M049 2. CD b o _3 Ex. PVA% T 1 N o 01 y.-- —t I ! �► � � • �% � AEI ,� ' . �, 3 1 ILV 41 �• �a o 9 i a 2 G �' �, THE 00 0. �'V11 '�• 'O Q 'O ,�, ao 1'" x 6• XASMT. TO E LOS 0 p•92S v 'E . c a n C3 E LE S Co.FOR SicV►IiQ (9 �� 1 � `�, �' / �' p r r �'°� �► ! 0. 55 �At1J - i� _ 41 ��• �. %243 6o00 27•19 S"7•182 s.2o 1 a oo I.00 coo. Sel77r s t.vci L1 NK FEMCE V p Q PU R POSES 441 h _ N VC 6rzWGQ 12i.19 n 0101 az"f ,mar O �� 3� V5E a0N.L• o - ! i a �' 1" �•�'s a? w4Q 8 V.c•P. SE art - ti • -.c s,..-- $"x 4"�VY 10 L .r. CONC. i I ir! ' ,�... , �?. v t. ,,ACR 29 L.P. of 3o"'STL. CASING '� yC �Tua v��Y 0 R Y °° �as�ME�T 11 �W C R E E K N 0 AD 1 c�. h � 14 �� S -Z3 cAs� 3I a o,�► N � T PY�1! V► o 4/�'" TN I C K lJh DER CHANN EL. � W � � � PER 5-3-7 LIV .. A. CO. FLOCO /•NOW � cv �..._.. ,_ .�.er— d ` � -+ _e...._..._- �. � ,._.� *-....._..,.. � I CONTROL f�,• � � � r CO R L DISTRICT PERMIT%� - ft N Q ,� `' NO. 73!590 •A co •�y.o©�. �.c�o` s s.00i `'�+ d s V 5 e V e� v 20.4? tn6, 0.42 62.61' 62.00" 62.75• Et•4a, 1► /♦ of " o• d to O 3 V 39.2.�,4.213 "�j•9i` IAW oc 6 '�1 41 �► g j� 3 5 ,� �, 3 .� 3T S 6 'S 7 'N l'V 5 6 ,� 5 9 6o u ,,Q �► ,,,_ -� o RD o Q 00 J a � � N a 15 0 � �, '�' � Sewer we M. � -?• ' 0 0 '�'' C U D G tp �, i 0 4038 bog"No_ R. 1oos.00" co*iC. cued T RA CT No. 2 8 OG5 .�� _-'fir Lv,Z.' T 9Z A C T ��� 1 � � :. � �• I10.e9'Ift - • Tv ss.50 28o(o5 L.A. COUNTY WE* SHEET NQ• ! SOUTNERIN CALIFORNIA OLUEM IN'T CM '���'" S/" ,,, ,� . r i- .. ,� 6 aw► * a ,y��'4 � � ` , K *� f. p e •aF 7tR-Y r y, S. t F 3 .§ rk t 555iii c r •. : o F Y . i " •}' �I : g F s, _ Ong -4 P t 1 � 1 w } • ie sop UNIMM M EMMEM qm� on qmmmmmmmwx� 911 1 A ura 1 -1 9 ��i It 1). a m - � i - I T I oQYCREEK T2R 1..A. COUPM SEWER SHEET ". 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