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Lmif of O'/eonny y`` Grubbs n•y <br /> 4040N liar. 4 4 4 2yl <br /> �A y' <br /> 3i- <br /> rode- to droln <br /> �s93s` <br /> a .75 H h /2 moi❑ <br /> 1Z) � I - � 66-75 O O StaadarA' Frame �` a� <br /> .� Cover Assemb/y 6 <br /> _ SECTION A — A <br /> 4,; O <br /> Co.,lorm �� Conform L/mit of Cleoriny y� Grubbing <br /> Al89°20'oDW I� ARM5TRON6 ROAD Vor. `f-' /0 <br /> C. C. <br /> s89° 00'E 8�_ Py �6� BUILT <br /> 0. <br /> C kRECTIONS BY " 8�- <br /> - – — NO CHANGES <br /> L s , <br /> 4? � b r �`����9� N DATE <br /> 563 66. <br /> , 6 h I p 1 I yo vs8 0 <br /> O — <br /> �� <br /> SECTION B — B MONUMENT FRAME AND <br /> ¢01 g0 ® a20Ac over 0.35AB. COVER DETAIL <br /> Scale: / = 40020 A.C. overlay <br /> ADJUST/NG Illr9NHOVES A .C. M1SC. AREAS (SPILLWAY ) <br /> ARMSTRONG ROAD ZOCA /ON TYPE QU14.vTiTy LOC,4TION QUANT/TY <br /> E.P <br /> 5ta. 265-466' lea. StA. ISS-;1-00 Lt. Rt. 12.5 5.Y. <br /> ,5/o. 1637100 Lt Rt. /2.5 S.Y <br /> TOTAL 25 S.Y. 7 °0Z\$�7ypeA 0.12A�C over0.33A,B <br /> 40/h� - TYPE A Type B GomPac>ed Native <br /> OAT/D/Y T T TYPEA" 12'twnL C QUAN / Y y Drbve way det4,ls As <br /> aTYPE B- /2• rnin. �ndlcoted on p/4ns of Sto /S"6+3�Lt. <br /> E Sfo. /S5f00 fo 5 . /S8t D Fit 350 1-.r- Sfo. /Sb71.7SL¢, yam`21171-001?1 <br /> A0 <br /> 1 IS"S <br /> �I Sta 266*50 I s Sf p. 'f4. <br /> 00 t0 �5>:-a. /S8f90 Lf 00 L.F. <br /> Op4 A195 e ) N��a Sfo. /5 )A-00 t0 SAa, 163-A00 Lt- 550 L.F. <br /> Its <br /> " TYPICAL DRIVEWAY <br /> yz�3�� �( h I ati6366 830 F. <br /> TOTAL /moo L. <br /> r i tV <br /> Tra n. 240 e mp �/4 Ga) <br /> ti n rm Adjust 11,q. Conform L X4 7'/O/VU.9 T/T <br /> Q'HARNEYLANE '� h —SB9•CB�SE. O ,G• EXC. 91V214. <br /> ti 1y) S fa 212 tS'O /p/. 32 ' /0 8 <br /> 9N�� / Sf-a. 2J214-81L /P< 24-' 13 9 _ <br /> TOTAL .S6L.F 23 C.Y. /7C. % <br /> .49 <br /> /YIO/1/U/Ilh"/YT F/QA/YII�" � COl/EfF <br /> �A OCA7'IOIY QUAN PrY <br /> 40' ¢0, Sto. /33t29�'- <br /> 0.20AG over0.3SAB Sta. 2-12164 " / Eo. <br /> Scale : 1-440 Sta ,Z 9t 0B�3 / Ea• <br /> ❑ 0.20 A. C. overlay Sfo. 165*Sz� <br /> HARNEY LANE TOTAL , ¢ <br /> PROJECT ENGINEER. DATE CHECKED BY PATE SUBMITTED BYMATE APPROVAL. RECOMMENDED BY DATE SHEET T01At_ <br /> OA Q U I N SCALE AS SHOWN INTERSECTION DETAILS PROJECT No. "HEC:TS <br /> 3// <br /> COUNTY F SAN CONSTRUCTION DETAILS a NOTES DAVIS ROAD 15 15 <br /> a <br />