HomeMy WebLinkAboutLot Certifications - 06/01/1994INC.
Engineering Consultants
209 S. Meldrum
Fort Collins, Colorado 80521 '.
3031482=5922
FAX: 3031482-6368
June 1, 1994
Mr. Glen Schlueter G�
City of Fort Collins
Stormwater.Utility C_ O .
235. Mathews �.
Fort Collins, CO 80522
Re: rns Ranch iln ��
lammerhorn Street
Lot 2 walkout_ elevation
verification
Job No. 014=050
Dear Glen:
We were requested to provide you with the as -built basement walkout finished floor elevation
for the property located ate 2912 Skimmerhorn Street further known as Burns Ranch. 2nd Filing
Lot 2.. Per the attached survey field notes, the basement- finished floor elevation is 5190.10
which 'is 0.20 feet higher than .the :minimum elevation shown on the attached copy from the
Burns Ranch 2nd Filing Grading Plan.
I hope this information is sufficient for your office's needs to grant a Certificate of Occupancy
at 2912 Skimmerhorn Street.
Sincerely, \`���a»�lalus►uni�i�
RBD Inc. ``��o���QO RGl�,,,���
24766 m �=
Kevin W. Gingery, P.E.®o o
s�
XP
Other Office: Denver 303/459-5526
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I; Nam CURB INLET
NO I
4 FLELEV, 94.40 II \ II
I w 1 II 1
1 w m 45 LF. OF 21' RCP
n 0 1
AN
1 2 1 B L.c 21OFI 1
I p� � 21" PE PIPE I �
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L-- }_� - _ J h TAS�6t5.}— ^�V
5' W M.H. \ 1 I
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4-
A,
(-
EXIST VG q AND SIDE-'
SLOPIS CF (DRAINAGE DRAW ,
TO B PRESERVED
m
m I : PROPOSED SI o EME RGENCv✓
OVERFLOW LSINA OTS
I BETWEEN LOTS
4
it I IR FASTING F 'ITS' SG 9 61 IRRIGATION L 1ERAL
q 10 TTPE 'k-
CURB INLEI
NO 2
It LEV. 94.5C GOTE SPOT ELEVATIONS ALONG @ / FL DRAINAGI
DRAW WERE SHOT IN TIRE FIELD B FBI INC.
ON JANUARY 19. 1993.
1 I
I� 75' EASEMENT
EASEMENT I
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1 I
1 I
1 I
1 1
I I
I 1
43 LE OF
30" RE PIPE
\ \ \ \ \ \ \R_O-W
\ l _
\ \
IS
FUTURE WAIL HOLLOW G
\ FILING NO. ) \\ \ lN9 \ IIN
I I \ \ \ ! �\
y \� b\5
It VV 2� A
\ � APPROVED BY FORT COLLINS-LOVELAND
\\ / It \ \ WATER DISTRICT THIS 22Kd DAY OF \
' IN \ \ EDG OF AEXISTING SPHALT \
OF x
DRAINAGE EOM \\ \ \ \ / \ Mike iTullio, District Manager
TO BE PRESERVED \ EXISTING FLAND SIDE SLOPES \ \C / \ /
I a`OF DRAINAGE MAW ED eE \ \ WAIL HOLLOWFILING NO 4
PRESERVED THROUGHOUT HEAVT NN / IN g� �� ,/ \ AS BUILT CONTOURS\ '
BRUSH AREA {�\ VT l0 Ep. ( GG
t.^%.G N TIDP °f`w\\ Yil It
\'N AND NOT SHOWN i& G.
" v, SNVP
a AIN
10 AiI4� A \
III EXISTING
/ \ ROADSIDE DITCH UPOflART It \ QUAIL
AS FILINGHOLLOW \
DRAINAGE
EXISTING. VEGETATED J F4AMEN1 ' I \ \ I`I \ (AND BSTREETUILT aC?
\& O \
TREATMENT SYSTEM �. \ IJ NOT SHOWN) \
TO BE PRESERVED
'
EXISTING TEMP. \ \ \
t ARTHERN WIN 1. III, a \ l
1
It Mn AO
SCAT 1'= G'
-
I
of 3 Sss.{ 1 ¢gym w
5200 zv aI SCB LE_ OF 21' PE PIPE (ADS N-12)0-1iB11- o
w u o 5200
45 Li, OF JI" n.V I -•3 VLF. OF O
@L 1Q - Io __ PE PIPE
�,Opy 4 - EXISTING GROUND QADS N-12) o
_ _ _ _ 4�i Lg{N (INCLUDES L5190
E.S.)
5190 lr 35J, _
100 N .4 I
100 YR H.4L / G
�', '^9=' ~'.` ffi Flo Wl € E S1ENG 801ii;01j DAV
THAECEi 5180
5
012
w
~ ,Arc < EXISTING GROUND
OF 2AND DEPTH OF 2'. li
oFLATTEN OUT SIDE SLOPES 5170
5170 , . -- - -TO 4:E FOR EROSION
EXISTING I OVARY CONTROL AFTER CONSTRUCTION, -
NOTE: GOING. ENCASE THE Iw FAH1F IN Iq M TO SEED AND MULCH SWALE AND
INSTALL NORTH pMERIGAN 26 L.G. OF EXISTING
STORM SEWER JOINTS .NOTE:• ENERGY P59PATION /� iYl1$'s uE KEN,. 1 HJVIO GREEN NORTH AMERI ROADSIDE CITCH SIDE
10, W EACH SIDE OF MANHOLE. DO NOT FORM , _ '-2 rl >II :IFS CONTROC'gCA* OGER NORTH
5260 ) THE WATER LINE. INVERT O MANHOE TO - �.� 5260
_ BWpLE BOTTOM AND SIDE �)
SPRINGLINE OF OUTDOING
` <Fs SLOPES AND ATTACH i0 GREEN 5
I. PIPE: LEAVE INVERT Wi ZINO GROUND PER MPNUF CONTROL BLANKET
LEVEL AND ROUGH FDA ENTIRE - YI RECOMMENDATONS. OVER EXISTING GROUND.
5' DIAMETER. <
I `• 3zm I ATTACH
- O GROUND
I
J- ,A ATTACH C ECOM - 5250
52$0 ' I I 1 - _+ - -_..-- -' _ _. _ _ _ _ _ _ � I PER MANUF. RECOMMEND<quh'.
1
Ii
n
5
Z 5240
240 \-
_ PROPOSED I FINISHED I _
w Z- I, GRADE. FOR EROSION
'.,In ¢ Q CCNLROD(AFTER I r
v
4 Al AREA AND, INSTALL I wro
�i. _e —Z AIIAKHROO�fl lRa 3u/ER56fu�P Q✓ ll'6 .•k01-v1FD ROWIJNE n
5230 { _ 1 - AMO MULCH OBTURBEU
BLAN
n n TI EMEFIR'cY AFGE55 RA90 a
Y
5120 '� _- _ Opp DlsnreaEn AREAS AND( _ ,KIZ 5120
-__-} - - A- - I T. C 0 G OU D ER
1 r *R MAM1UF. RECOMMENDATIONS
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DRA6N DESU.IL -TwcoG - �.It. Engineering Consultants BURNS RANCH AT QUAIL RIDGE STORM DRAINAGE
- APRIL 1993 394—W) Ckwo WN W,w.&A W21, �Ftlge "'L I10' SECOND FILING PLAN & PROFILE 12 9
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NO. I BY DATE I REVISION DESCRIPTION Ae Rfl,EE 1.'111 PPOIC NO I r Po} 5922 All A51-.."' 1._