HomeMy WebLinkAboutLot Certifications - 07/21/1998STEWARTMSSOCIATES
Consulting Engineers and Surveyors
June 30, 1998
Mr. Basil Hamdan
Storm Water Utility
City of Fort Collins
P.O. Box 580
Fort Collins, CO 80522
Dear Basil,
Please find enclosed the red lined "As Built" grading and drainage plan for Lot 5, Glenmoor
Drive P.U.D. The elevations of the flow line and top of slope of the existing drainage channel
along the East and South lines of Lot 5 are shown on the plan. The floor elevation and lowest
opening of the unit is also shown. The lowest opening of the building is the bottom of the
window of the lower level.
The grading of the lot and the building elevation is in substantial compliance with the
approved grading and drainage plan dated March 28, 1996.
The developer and contractor of this lot is Kint Glover. If you have any questions regarding
this certification, please call.
Sincerely,
�������� /, Qy_ -TF
l0'�f/,� l�1
Richard A. Rutherford P.E. & L. S. . 5028
President X 1.
go A
meh f OF 4i UV-
James H. Stewart
and Associates, Inc.
103 S. Meldrum Street
P.O. Box 429
Ft. Collins, CO 80522
970/482-9331
Fax 970/482-9382
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EXISTING SCHOOL SANITARY
SEWER SERVICES
/ PROPOSED FINISH GRADE GPIEN.T
10' ESMT.
/
HBO EXISTING GROUND LINE
PROPOSED - 02=78 CFS
ARIA 0100=416 CFS
-E TING j j) 3:1 SIDE SLOPE 4:1 SIDE SLOPE
FFH _ r O I 1 10, 10,
62.5 5' 0-•- TELEPHONE
EXISTIN 8' \ CL CHANNEL WEST CHANNEL SECTION
2 A STA 6+45 TO 5TA 8+50
1 J
63.0 I, 1 .o t _ ` STRAW BALE 50' EASEMENT 25' T.C.E.
1 (TYPICAL) PROPOSED FINISH GRADE I25P10,
1 j \
ESMT.
1 , O 62.0 PROPOSED w 02=90 ICES
7 FILL .� z i 0100=493 OFF
O �\ O> C 3 C _ .. AREA p —_
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62.5I . +Y3 12s r 1213 -- T
2 J
1 12+03 • EXISTING GROUND LINE fn 4:1 SIDE SLOPE
N Q (�
I SEE SHE 6 0 8 F �'� 3:1 SIDE SLOPE wETVWDS VEGEfATXNI \TELEPHONE
STREET r SIGN 10' 3010, \—ELECTRIC
1 NOTE: TELEPHONE
I f• ALL 3:1 CHANNEL SLOPES ARE
61.5 TO BE MAINTAINED BY THE
A I ,1+JJ 6 PROPERTY OWNER. B STTK I1 +50 TOL STAG 80+50
Or11+43
0 - SEE SHE 8 Oq 8 FO
62
I TYP / STREET ECTIO 1 CAL
3 I „+za �,,. : � I AS E61LT SDzvey ov
) T J b
l e ) I _ ` GLADIN4 ON LOT S IS'
jl SEE SH 5 0FBF*CR wFASEMEPT pftOPOSED FINISH GRADE
�,.,,• 30, 1998 �Iz
10+66 \ ': T"j,✓�-.f• G. y 02=1.42 CF$
61.5 10+7 s ye 5 ^'?'a PROPOSED FILL AREA 0100=5.71 CFS
Y A :1
T. 1a+fieS B�dG i?--_SIDE
• 1
+61 I '3 aw EXISTING 6' ., SLOPE
CHAIN LINK FENCE SIDE
�TO REMAIN • 5�28 SLOPE T 5
\] '%�CAs• 9.5"—CL CHANNEL EXISTING GROUND LINE
�S 9+ £ • ' --- ,q•+ /�CEAST CHANNEL SECTION
GRASSLINED SPV WAY
-5• BOTTOM (BOTH SIDE FF=61.7
FF=62.8
EXISTING
AR
ae
LOT T6
REPL
EU
T
WITH THIS
PROJECT.
SEE NOTE
4 ON
HEET
O
6 OF 8 !N)R
REM
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N
FOR GLEIIMOOR
DRIVE
ZEd
J
M 0 WEST PC
Revision Block:_
3-11-96 MOVED INLETS__.__ _ — _- _ - Dawn d By: JWC
Drawn By: ASR
Checked By: JWC
r
EXISTING 4'
6 CHAIN LINK FENCE
i INL FILTERS �> CHAIN
EXISTING 4' WOOD
FENCE TO BE
10' T.C.E. REPLACED AS
NEEDED BY DEVELO R.
I
EROSION CONTROL NOTES
FF=61.4 FF=50.6 1. SILT FENCE IS TO BE INSTALLED ALONG
EACH LOT AT ELEVATION 60.00.
2. STRAW BALES ARE TO BE INSTALLED
ALONG EACH CHANNEL AT 50' INTERVALS.
3. GRAVEL INLET FILTERS ARE TO BE
INSTALLED AT EACH INLET AT STA. 9+75.
IX1snNc 1s- sccR 4. THE EXISTING WETLAND TOPSOIL MUST
EX19W0 ,o w BE STOCKPILED ON —SITE AND USED TO
REVEGETATE THE NEW CHANNEL.
Project No, 750-503 _
Date: NOV. 24, 1995
Scale: AS -SHOWN -
n N
n
UTILITY NOTES
'z '
i. 1
AL
WATER SERVICES SHALL BE 3/4 TYPE
K COPPER.
m�
_
ALL
SANITARY SEWER SERVICES SHALL
BE 4" PVC SDP 35.
ALL
WATERLINE SHALL BE 8' DUCTILE
IRON PIPE WITH POLYWRAP.
ALL
SANITARY SEWERLINE SHALL BE 8'
PVC SDR 35,
SEE
SHEET 5 FOR WATER AND SEWER
CONSTRUCTION NOTES AND DETAILS.
REDPEAK
ENGINEERING
MI aw�If.1PI raNll FM COW15, COLONIDO l (970) 41111-0:72
EXISTING SEWER
PROP
SED
STORM DRAIN
PROP
SED
SANITARY SEWER
-- EXIST
NG WATER
PROP
SED
WATER
—O 4" STWER
SERVICE
3/4-
WATER SERVICE
— — -- DRA1115GE
BASIN BOUNDARY
. a
EAR
FLOOD BOUNDARY'S
Wm"Ie O*R. I C
A0
LENMOOR DRIVE P.U.D. 3
ZALL UTILITY, GRADING, DRAINAGE
kND EROSION CONTROL PLAN 8
bey Pi 1) 11 -rr' f