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i <br /> .3030' <br /> 9L1;W1,ts of C/earin E Gr4lbbh7 and c�1 APRAOX/MATE QUANTITIES <br /> Earth worlr (Mlsc. Arens) 4�` ��• <br /> Item Quantity <br /> Cont. Existing CMPA. _ <br /> ILO remain in p/ace _ 7 C/eerimy and Grubbing / Z. S. <br /> ♦ ♦ ♦ , ♦ Develop deter Supply / �. S. <br /> 2 4 ♦4 /O /0 4 3 3 Earthwork <br /> (Miscellaneous Arens) l9./ Ste. <br /> 3 % 3x Conform R1W bQ� finishing Roadway / C. S. <br /> pro ti <br /> Conform A .o...,. .•�, y �• y <br /> V• DriYe wa s <br /> Penetration reatment <br /> re a e 8 Gutter Grade � O EP - ( Type B) 43-1 S• Y <br /> UNOf RW000 RD. I i ( Type C) 90 S.y <br /> lYar Depth Imported Borrow iCl&ss 2 Aggregate Base 683 C y. <br /> Stg 90,00 to Std /0f00 Rt Sta. 9 00 to 5fa. /3 +00 Lf San4 To <br /> d Cover _ / ns <br /> Stn /9,,00 to Ste 25f40 L t. Ste. 10,A 00 to sta 25,040 RI E.P N �'e I Lifu/d Asphe/t <br /> co- N (Prime Coat) 4 Tons <br /> • Refer to Cross -Sections for I/nobrA&d 6 rl-011V , R/W -P I '/2 " Did! Alternative <br /> r»/nor deviations. Refer /o Genera/ h Pipe (Type A ) 3 4.f. <br /> Note No. /. Rlac,Or,d e .r'fa L xx C R L?" Dia. Reinforced Concrete <br /> St�,_9�00 to Sta. ,26f/O ° I� � Driveway Pipe (C/ Z) s' <br /> 4" Dig Reinforced Concrete <br /> Driveway Pipe (C1. X) S <br /> Limifr of Clearing f' Grvbblay and , k <br /> Earfhworti (Mise. Areas) constS1 I V <br /> 30 ' 30 <br /> ♦ ' ALLOWABLE ALTERNATIVE P E <br /> Yat 4' =5' vas rTYP,E' A ) <br /> ( Ver.) R.C.P. (el. ZF) ; A. e.,P (Cl.17) <br /> 8 y. ai INTERSECTION DETA/L C. S. P. (0- 079 " thick) <br /> Co/Iform Existing Roadway UNDER WOOD RD &D 50 WL ES RD. <br /> -30" <br /> 0.50 'Aggreyate Base <br /> Sta 7400 to .Sta 9-,00 Lt. <br /> 'Limits of Mai/bar Relocation <br /> Stir. 71000 to Stir. 9100 <br /> rP/CAL SECTlow <br /> No Scale <br /> I <br /> Conform fo E. P. <br /> f <br /> f <br /> r�- <br /> G.e,#VZRAL NO TD'S <br /> O <br /> grade andcor {.act thls�arer_om_-natal _ via As BUILT <br /> i t e Finished grade rn conformance with the, provision, of - <br /> e _third paragraph of "Darthwork (Mise. Areas)"; _Sectr�rn CORRECTIONS BY - <br /> /2 min. --i : ; Construction Details of the Spenia/ Provisions. NO-CHANGES <br /> _ <br /> ;Sand Cover shall be spread uniformly at the rata_ of <br /> Type B - Compacted native materia/ even 7 DATE �/uhuar�Zs /979 <br /> ( � *poundspex�w7y-7 yard. <br /> Type C- Penefretion over 4':4.9. boas/rucfdd by Afain,te0o1)CAe <br /> DRIVEWAY DETA/L <br /> f <br /> No Sc ale <br /> PROJECT ENGINEER DATE CHECKED BY J DATE SUBMITTED 8Y DATE APPROVAL RECOMMENDED BY DATE COUNTY of SAN ,�aAu r N sca� E : AS PROJECT UNDERWODD ROAD SHEET TOTAL <br /> ------ ___--__ — -----____ ----_._-- ----._-._ __--- .- NOTED TYPICAL SECTiOAVs, comsTRumom _ NO. SHEETS <br /> ,ash .. g/7B �/?� i 8/9/� j DETA/Lso F Mores DRAWING NO. <br />