HomeMy WebLinkAboutLot Certifications - 09/18/1998 (2)SEP-17-98 THU 11:35 AM TRANSPORTATION SVCS. FAX NO. 221 6239 P. 02
09/17/1998 11:29 9702831443
ABSOLUTE SURVEYING
PAGE e2
M8811TE iIMM11.IN1.
Proressww Lana surwym
2U1 N,11MM Avenue, LWMMnd, 00 8008
September 17.1998 `NX��
Basil Hampton
City of Fort Collins Stores► Water TMity
700 North Wood Street \
Fort Collier, CO 80S24
RE: Swde Certificate 1503 Thimbleberry Court
Lot 26, Oroenbriar, Village F.U.D. Third Filing
Building Vi—mmi NC982058
A survey ofthe finished grade at 1S03 Thimbleberry Court was conducted by me
on September 17, 1999. The survey was performed holding a 5-foot offbet to the
northeast corner of the subject lot at an elevation of 66.9, as shown on the drainage plan
received $om your office. The point is marked by a brass disk in the sidewalk.
The grade slopes $om the front of the house and garage at a rate of 4-5% to the back of
the sidewalks on Thimbleberry Court. R also slopes from the house to the back of the
sidewalk on Bayberty Circle at a varying rate of 6 to 1Z°i6. The rear of the house drains
westerly, away from the hose at a rate of 9s/o until it flattens out to a 1% grade. The north
side drainage flows away fi-om the house at a rate of 90A until it meets natural ground near
the property line; once at a point near the rear of the hove, drainage is to Thimbleberry
Court at a rate of 2N and also westerly at a rate of 7%. Al the dope change In the rear of
the lot, drainage is northerly at a rate of 1%. The finished floor of the residence is
established at an elevation of 70.4.
t Mark F. Codnidge, a duly registered Land Surveyor in the State of Colorado, do hereby
estate that this Swale Certificate is the result of elevation shots taken by me on Lot 26,
Greenbdw Village PAY.D., Third Filing on September 17,1999.
26111
r40.
Mark F. CoiM
Colorado P.L.S.
Attachments (1)
- Accurst& - Precise - Complot&
SEP-17-98 THU 11:36 AM TRANSPORTATION SVCS. FAX NO. 221 6239 P. 03
89/17/1998 11:29 9702831443 ABSOLUTE SURVEYING PAGE 83
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erosion, A � o. V � � �
,ediment by filtering \ ik Oi �` V ••••
,nd detain sediment -laden '' e k q % NZ
%,�y \
or a period of time, ti u tit, k r o� j� fly s r +■�
I silt to settle out. V.
diversion channels to
'unoff around and away ! _�
turbed areas. �j 4:; , ,
cut and fill sloae: i; �� `� •+
:ed with terracing or
ng furrows perpendicular
Jope.
all drain inlets and
with sediment filters. ., ts i ! �• /✓ G�
stockpiled materials �` ^� V e
d erosion. Stockpiles �� ; , I 2@4
to be higher that W. is i ' i
t ground cover is to �'•� �s'
-lished on all disturbed t f,
Areas to be seeded whicn f /F
•n compacted by
tion activities are
PPed or likewise loosened ; ; ;j:i i 25 �F �
seeding.
a temporary cover crop , M••� `I
plication of mulch to
remain unneeded for
than one month,
d areas which have " V,7
`
removed may require ;� ��: SB�
cation of fertilizer i f y i
temporary seeding. 4 v� Q��
at is subject to k'v
is to be disced into 1Q� 4
ace. 1'l 01 :,
clean and repair all s4p, d $A
control measures the ;f
9 work day after each
ent.
ai erosion control dI%S• c'PCl� r.�A mm� ...rr...r r+ r..om
ion details and
Pr�6J.zd c
ations shall be taken - V'(�Q �
P ••
City of Fort Collins CIO .W
ainage Design Criteria
CP OF
truction standards, a1"'Rj3 ^�
nce of any temporary
facilities shall be
onsibility of the owners. PermanentAl
ainage within public
Once accepted, willr{je��`-
ained by the City of ' ' ;,A
tins. Maintenance of 9 �7+� ti G6 �/w:,r�-
pans down lot lines
the responsibility of — —
ective lot owners on
is said pans are located.
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