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A411 - A413
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VAULT MAPS
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A411 - A413
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Last modified
11/14/2023 10:01:49 AM
Creation date
1/22/2016 10:20:03 AM
Metadata
Fields
Template:
Large Plans - LP
Project
Project Plans for Almond Park Maintenance District Interconnect Water Line
Year
1980
Project Engineer
William J. Ward
Red Lines
No
Supplemental fields
Cross Ref
A411 - A413
DocCategory
Improvement Plans
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w <br /> #,Q <br /> h.y <br /> �y <br /> Now__ <br /> L itni t 0 ;,' f/ear1i7y L/�� cwt Grubb/i� <br /> e x I.5 Line��Ut <br /> 4 Grubbing �OvC,mE/7 f . rT. C . ( /fii/5G. fl/'eo5) . exislin N S. <br /> Exisliny edge �*•' pvYe,71-trld <br /> A.C. (Mise. /VGa) c{paYer�rerlf LEGEND 4 The wafer mai& shell be Asbestos - Cement P%ve, <br /> . = o.5 A, c. <br /> :..•.: � ._ • •, ' � � �–�. C/Qss /501 nd s1r4/l coir{a'm fa ffie re�ruirer�en� os <br /> �i� specired In n1 A, Sf yae4rd C. or approval equa.,ti� LIP ,. fo Shee1` 3) p Perf2i — <br /> Compact, r of jo- <br /> in !Z" layers ' 2 /-a77T�Rnl-hearer s;reai 9�/ . oOwg0'0C ntu n4lu�/ ground <br /> �YPiee� JECnctiv r✓,eri " " to a mrnitrrum relative AIA7. <br /> CWSr /AW BCNI TEE OV74 ICAO END T/I"Mr BLOC! 6 cof?lpgc/ O/v o{ 9 5 / fa <br /> .3. The Contractor Sha// not ir7l�srrupt wafer su p <br /> /1/OTES= All thrust blocks Almmd Abrk� Davis 5400l, or Harada Acres �d /or <br /> sha// be poured a9Ainst a period in excess of' 3 hours. 4t no time shall <br /> rN,prrsr acocrr Oi,N�caasss undls turbsd soil. — — — = W,?*r supp I he lnferrupted /prior /'o 9-oo A.At r o� g{ler <br /> firsi/vss :�" a" 2. Thrust block dimensions 5:00 P. M, . <br /> e"L..✓E were cq/eulated to al/Ow = + = + <br /> yt /-6 /'-6• g soil bearin value of 4. The Contractor stia// rio�i{y the a7Cfecfed /aro�rfy <br /> -rr -o' XI-d" 9 owners 24 hours riot fo ern iri�erru bort o{ wader su <br /> i000 �" oo. �' Ur�dsfurbea/ earth o'.n. �' �' P pp� <br /> sa• s o• z�c• blocks s/�all be T 5, Carat-s, 0h,-&A6, ti e. 4 f/Air roof systems Are to 6e �a-olecleof <br /> r� oI&VOP s-o t-o- „ " Sia. 0*00 A0 Ot/4 Sfrs, 9 40 Y6 /Of-G2 <br /> OE O ENO s'a-- --o-� class B concrete in <br /> gccordance with Section Sita. 3105 fo 3569 from damage. All the other exisfinq /m or� mens qre to remvir, <br /> a of ff� Standard Sfa. 46-.A40 to 9f40 in place, artless olherwlse noA-d a# flier plw7s, or as direc4w <br /> THRUST BLOCK S eci{i cations. Sfca. /0162 fo f/O by file Er�9ineer. Any remoyQ/ am' re/v/acetne7r} o{ {erroes <br /> and olfier Aali;fes b/onqq the trench line shall be restored <br /> P // to tleir or%9•inO/ conctifloPts, <br /> S/Q, //-/49 ;v //*80 <br /> N. 7-. S. 6. [/nderground utilities shall be exposed prior k avtv'hiny <br /> L imi f o¢ C/ear;,e79 Leinif of C/ear/iry in the a a. <br /> Gru66in 5oq/ to be sq/Va9ecl <br /> Grubb/n va �.S 7. The Ganfrac for shall litre-cut sod a/on the trendy lirr <br /> and restored wilhln the /awn area o{ Lot IT W Al, Park, Lotof 2/ <br /> I <br /> ew <br /> l to <br /> -I Ovi/ T � cev4e � o Gack{ salvage <br /> Scor d p 1111tjshall �4e e / 9dd O r <br /> J10, the rmer e%v4/ion ` 7r <br /> the boffan of /tis SQ/ <br /> colffpqd in e4 /gyers 6. There are sevleral sprinkler lines in Davis 56hoV1 that <br /> 7`0 o ifrirl/mu/fI r�/a;iYe <br /> — corllPact/ort of 9oq Ed of mg7/ be in conflict with the proposecl wafer line. The <br /> Contractor is res onsible to determine the eXOGt locgl ot7s o{ <br /> avetaent the sprinkler line and rye ogle aece-na,7. <br /> rale: <br /> Ilk <br /> -77 „ b. „ <br /> Sfa_ 071-/4 fo 3tef 5`f4. //f/O fo //l-•F4 <br /> StQ /I;�Bo 7'o /37'75 i 37'69 Ao 87'40 <br /> FR EN CH BACKFILL - Z)5 ILS <br /> PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOM MENDED BY DATE �� " A /mond /047 SHEET TOTAL <br /> PLAN SCALE : I = 50 HORIZONTAL I = PROJECT Ma%ntenonca ,O.Strlct NO. SHEETS <br /> F / b/a0 .�=e %�/8o Mwl- S. /zleo T ril. ,Z COUNTY OF SAN J OA Q U I N L „ <br /> VERTICAL I = 2n �rconn�c <br /> ��o FIELD BOOK NO. DRAWING N 0. 2 3 <br /> otar L /ri <br /> Photo9rammetry By RAYMOND VAIL & ASSOC. <br /> 23 H <br />
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