HomeMy WebLinkAboutISDS Design Info- Improvement Location Certificate··-·-·--·--· ·-·-------·--··--·-----···-----·--.. ------· -
• '-~ 7 s., ~ 89 ~ c,,:-n1e 6 'nv P~
f..f-6 . .I NW C"HNli:P ~or 9, SCCT?(JIV J,
~ ~
~
C\i,
~
~-. .. _
LOT 21
(SEC. /)
'------=----··------. ------------·
D
·.
N
J
I .
I
-~ !
~i . It
."i·
Ill .
:>t-: •
() ~J-'i
1
LOT 30
(SEC. I) -----TRACT OF LAND
S'/Tl.IAT"4'0 /N
LOT 21 SECT/ON I
T. 7 S ., R. 89 W. OF TH£ GTN. RM.
GARFIELD .COUNTY,. COLORADO
.SCALE / /NCH r /00 F££T
'.i.'hc !iout.'l or.c:~ o£ tllo t~ei-ibed t..~ or lane!:
:.. t-:v:t o~ lr-~ 1..., Ict 21, :uicti.on l, Tcnmold:p 7 ::outi'I, ~ 89 .!est o£ tho 6th
Pr:lnciptl J>oridbn, G.'U".tiodd Ccru:-..ty, Colo1'3do, :wro ptrt.iaularl.Y dalterl.bed ao
!cllc-n : ;)~-:1zl:WtC !\t :\'(":'int :ftlenCll' the tlort.Jn;c3t. CO::'JICl" or Lot 9, Of s;dd
;oc:tj¢n 1 1 ~•C!U? !J , 00~ .)rt J, :?!lt!o• jt. !oct• t.l\cnc: .• O(;• JSI ;~. 175.00 feet•
..
'
t.:1-:1u:~ :·. '?.'). z:• ; .• 5llt-SO ro-et; ':..'tence ~-oo· .'.Jf I • l7S.OO .r~: t..lt=n" )
•• -:!;· =:. r :·. Slf .50 !'e~ to t.:\o ~c c:r i>e~,:, ccnt·.i:'~ :?.O~ ~~"'' i;.Q"'
~1~-I
.-J1_m:;~:~~~.X?Cl:__,t..__~~ --~-
Rc6/ST£'J<£0 I.ANO SIJRVEYOR
~oveaoer 19, 1964.
--·-··------·---·---·---···-----------------
T7·S.1 OF THE 6Tl7 P./11.
/" ""-{/()'
UPDATE lllPltOYEIUllT lOCATlttf CUllFJCIJE
l heta~ certU!f tb>it tht1 ap4n1 fe~t l~Uun certlf~tt vu ptt?ttff
W Selrl'Olf Ir ~lm, ?c. for Htttlft ~itltr, tlllt 1t 1S not t label IUrYl!f
p°14t or l1pl"GYUtllt SVM1 pht, -1 tMt ft it Mt tD le nlftd ~ fot the
csr.•Ushuat of '-•· i.andf119, ar otlttl' future fi!pl'OVl:fllt lfnts.
I fvrthrr wt1fy that th f•.,.cnt:lllt. on the ak11 dercrfhd parcel on this
c!ltt, l'..ay 14, un, eig:ept utftfty CClllll~fOllS, &ti 11:\tfnlr lffthftl the •
lioonffrtff of the par"l, octPt as 1hoial, t!lat tl'tt• are no enc~11ts 11pm
dtt itfcrtbff Fll:lfses by injll'OR1111t1 oo llfl •IJotatag ~hu, '*'Sit as •
fftdfcittd, and thlt tlltr• fs llO ~pparMt tvfdfnct OI' tf90 of 1111' ai•-t ·
cross!At or llur4111fat aiw part of Afd ~1rcel, tlCClpt at noted.
lid• proptttf te subJtct to utmat1 w tfghts-of"flY of r-d " tlmtl 111
tti. Titl• Coc:attnnr ,,..,.., Ir/ Sttftrt Tltl• tlltr•IY (Order lfo,
soomm.
"'1{1 •
'-'lt't I•• Flool lot"9llt1S... ltWt '1't.-.I., IJIU•I Ami
tor11t11tta1 Sntctf, w., 1t. mm W• r.md -· .oi t11t1
rff*IJ' i. •It"'"' U. llctf,bta.
N
SCJ.RROJf It l'ALrU, INC.
8tr CO<IJRNJO AVE:
SCN.£1
1 INCH • /ti? FT.
Cl.ENll'OOD SPRINGS, COLORNJO
... 7 g~-,..._t.f1i· (~ ,, .. ,_ c,,f .~:....-fY/1-<,.,....,,...,., , ;7~ f.,J ~
COPli~ANB=eeNeRE=r -:1NC. --
28803· U.S. HWY 6AND 24 • RIFLE, COLORADO 81650 · (303} 625-11~----
lft . ~GALLON SEPTIC TANK f'' rf',-~ J , lv
/.s'""T:.' (\'l)_} jJ w ~\ \ ... ./ " )1 J cv
,l'j-· ~ t 6 n I (· '!,·;
(V . >-.!J (Y . V
. . {\ l o lP'/ ~~-·}.l;!
~~ , r
'TOP THICKNESS 4"
5'8"
6" KNOCK·OUTS 4@
\~
CONCRETE BAFFLE DIVIDES TANK,
1/3 ON OUTLET SIDE AND 2/3 ON
INLET SIDE.
WALL ANO BOTTOM THICKNESS 4"
COMPRESSIVE STRENGTH 4,000 P.S.I. CONCRETE BOTTOM & SIDE
WALLS REINFORCED WITH 6·6 10-10 MESH PLUS 4-3/8 REBAR IN
BOTTOM. TOP REINFORCED WITH 6·6 6·6 MESH & 6-3/8 REBAR.
· ··01GGING SPECIFICATIONS: 6'8" WIDE X 11' LONG. 4'8" FROM BOTIOM OF EXCAVATION TO
CENTER OF INLET.
. DRAWING · PAGE 33a
~
t?::ii
·. ?'t'1
COPELAND CONCRETE PRODUCTS .
PHONE 936·4817
904 SOUTH LIPAN ST.
DENVER, COLORADO 80223
RIFLE, C~LO. 81650
PHONE 625-1112 YARD 2% MILES
EAS'f OF RIFLE ON HlWAYS 6 & 24
1000 Gallon (shallow) DRY WELL
Mado up with 2 -60" perfoJ;"ated sections & ,cone. See cast iron for covers.
I <
I
I
I
I
I
I
I
I .,
I
I .
I I.
I I
I I
I I
l I
I I
I I
I I
I I
I I
I I
I I
l ' I I·
I I . I
.·
1.
i
:
• f
/ I .. ,.
. I
1:£)(1 ,
,C:,B''
' ,.
\
\
\
\
\
\
\
. I
\
\
\
. ..
I
I
I ~,,
11 c; .. t"I"' ..
I I
I
t I
I
400oD P.S.I.
-..
CONCRETE
6-6 10•10 Ot'
. BEA VIER · lr.il\E
' '
Page .'27
· .... " ............ __
j•
. ~·
... ..,_ -·
.. ··--. ~ ......
L ..
......... -.. ·-····-.. _ ... .. ·--··-·-········ .. -···
==-·
' l
• f ~
•;1
~ ~u 1•1 ;I 'l
q~ ••
~
J3i. AJ
l!g .~
fl!I ul
.·
---· --~ ·-···-· .. ----