HomeMy WebLinkAboutLot Certifications - 11/08/1999 (8)NOV 9 99 TUE 11:.42 AM FOUNDATION_ENGINEERING FAX 110, 19706631660 P, 1
ar" �r c T, COX R ASSU( IATES, INC. consulting engineers
,,vernbcr 8: 1999
:*m:nission No. 1782-4b='24-07 S
lrc Uencsec Company G
;07 South (:ollege #t200 . de
t
)rt ohitrs, Colorado8052S
i t:c Ovet 1,01 Grading for Lnt 54. lied. Cox Meadows (1550 Wicklow Lane) Fort'(•'allins. Uolorado
• rrns leinei}:
,•,'c have rneassurcd the relative elevations at flx above rcfcrcnced address. LNiring the investigation. We
:a,^�tirrred elevalian5 at tile lot sides and comers, top ,p fnundaVan, IOwest opciring, and the drainag, swam .r
oast and west ,-ides ofthe srihject IOt.
)ur s eprescnttttiva noted that the grade breaks for the swalcb on the east and w•ast sides of the vc nort {ot
ollindved nincrt't flow to reach litc sidewalks sotith of the subject Iot and the alley / Commun tltiv� north of tine
su wvut lot. 'i'hc residence to the west ofthe subject lot (Lut 53) was complete and graded, and the'. rP�idcttce "'
the east of the subject lot (Lot 55) was under construction at the time of our tnvestipdon. Bascd tint our
,ibservatiulis, and tine information avai{Phle to this o1'ftce, the slupos and elevations as measured are in
••ubstantial cunfnrmance with the Grading and Drainage Plancompleted by Stewart and Associates, dRted .i;,:..
Howev%:r, the swalk on the west side of the suhierrt lot has been moved tuwwd the subject' residence to
facilitate drainage and allow a mare IPsadirdl slope from the cast side of the residence at Lot o3. We Also
recommend that the doom -spout at the northeast portion of the residence be rutated away from the residence
ton 53• Mir. Jay Barber. of the Cary of 1-'ort C ullitu Stormwater Utilities, concurred with our recotnmendattans
Please refer to tine auachcd copies of the As -guilt Grading Elevations and Grading And Drainage F'lan:tvr
t ,4W information.
Culthertnorc:, it is our opinion That the subject lot, as graded, should not interfere with offsitP flows unless tP+c
3r-4'.c are changed or batricts aMercatcd such as fences, garden terracing, sidewalks dill/ut, any landscapiti�
which may change the established flew patterns by diverting ut' slowing runoff,flow. Bae1+111 adj.ment to tn:
residence rn:iy :SCttle over time and allow ponding to occur, around the Inundation walls. 1'hc buckf!il adtaccrl.
to the residc!uc must be monitored and maintained by the hommmucr to ensure that runoff will flaw
i'ront the foundation..'
I F you have any questions. Please feel free to call.
- 1 l rd P. far _ �rh
ln-iranrnenta Sci
ar _ ><'.....,.,.• ,.
C.
Pw icwcd by: ` .� '•+,,;;
larpe, A. Cherry. P.1 •
•cun� l: r�„,.•I,.m+, r.oiciado"305'18 1 !970)wF -M io • .Fax• 19�RW7•}GcU
} 114 �,o aim $vc<6 •
SeMn; Colo aJn wuli ohircf in' • ."Tait • LLO y'40 t o ia•d
NOV 9 99 TUI: 11:42 AM' FOUNDATION_ENGINI:ERW r.A>< NO, 19706631660 P, 2
r;
IrEL
CRIto
-VATIONS SURVEYED
41W.S.OGlCs1.. ,
4fo.8(1�.O.C/G
6.1 41.5
41.1
4'1S
Rr--roMf-IENDED ROTATING, T,OF.: 49.3
DoujNsPOUT TO. THE 5OUTH � 480
�i1.6
46,9
41.2
OPENING
+ \LOWEST
41.6
46A 46.E 46-ODOWV$POUT- TY :C-.AL
41:4
44:0c B.O.G�1
IA4.4 45.0
t5ENC.HMARK
l �O WICKLOW l.N..
i
AjM
r Ep A5-BUILT EL5-vATION�:.
ci,, uE S aVEY FVWRMW t�l�t IV4�9?
EE
��•74-�� 9GOTT, GOX + A850G1ATE5, ING. LQT 5�, R60 FOX MEAOOUS
E (gns�l►Ing En$,
w..ta�s. c,ea �ms3e FORt GOLLiP18, COLORADO_
�• -. - mnO yenta evesW ..- _ -
�,. � _ rs�m,"sea • vise .
NOV 9 99 TUI: 11. 49 AM POUNDAT`ION ENGI11EER1NG rnx NO. 19706631660 P,
lop
owl
e f t
♦ �� � \ tea. �� � f
` 41Aof"1-6
p
1 �y� s
fl48 .
Jol
i