HomeMy WebLinkAboutLot Certifications - 05/04/1997May 2, 1997
Mr. Basil Hamdan
Storm Water Utility
City of Fort Collins
P.O. Box 580
Fort Collins, CO 80522
Dear Basil,
STEWART$,6SSOCIATES
Consulting Engineers and Surveyors
I �� N, 0
WAFiW,�i fA
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Please find enclosed the red lined "As Built" grading plan for Lot 4, Glenmoor Drive P.U.9.,1
Fort Collins, Colorado. Also enclosed is the red lined "As Built" spot elevations shown on the
plot plan for Lot 4.
The site was graded in substantial compliance with the grading plan prepared by Jeff Couch
and dated March 28, 1996.
If you have any questions regarding this lot, please call.
Sincerely,
Q-
Richard A. Rutherford, P.E. & L.S.
rrc
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
At 5028
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61.5
� EXISTING SCHOOL SANITARY
j SEWER SERVICES
/ PROPOSED FINISH GRADE
\ / PROPOSED
FILL
j)) 1 AREA
.O 1 3:1 SIDE SLOPE
� 1
CC CHA NEL
e+ �
(TYPICq� LE PROPOSED FINISH GRADE—,
tt+4o I61.5�
Ilt 6
11+43
—SEE ISHE T 8 O 8
I!
PROPOSED-�
FILL
AREA
EXISTING GROUND LINED
3:1 SIDE SLOPE
NOTE:
ALL 3:1 CHANNEL SLOPES ARE
TO BE MAINTAINED BY THE
PROPERTY OWNER.
AS BUILT " GCAP,"&
OY LOT 4', 1;
A 4Y 2, H97 wEASEI
6" Q 62todwi I5028
41
- EXISTING 6' 41. z A' 4 1 --
CHAIN LINK FENCE SIDE
TO REMAIN ':r��.ra.'"+�-+ SLOPE T
95_
4 EXISTING 4'
gaol - 6' CHAIN UNK FENCE
GRASSLINED SAIL�WAY INL ILTERS TO REMAIN
5' BOTTOM (BOTH SIDE FF=61.7
LJ
FF=626 EXISTING I kRKING % EXISTING 4' WOOD
FENCE TO BE
LOT TO Bf REPLA ED � REPLACED AS IIII
WITH THIS RODE I 10' T.C.E. NEEDED BY DEVEEOF' R.
SEE NOTE ON HEET O EROSION CONTROL NOTES
N 6 OF 8 Ff I REM VA D TAI 0 FOR GLENR D NEFF=61.4 FF=60.6 1. SILT FENCE IS TO BE INSTALLED ALONG
-
Z I EACH LOT AT ELEVATION 60.00.
LLJ
_j 2. STRAW BALES ARE TO BE INSTALLED
J ALONG EACH CHANNEL AT 50' INTERVALS.
SCALE: 1"=30'
3.
30 0TERS ARE TO BE
60 WEST TREET INSTALLED AGRAVEL NLEACH ET ILINLET AT S A. 9+75.
-�-- -�� -
GRAR14o SCALE - FEET E141STING 15" SEWER 4. THE EXISTING WETLAND TOPSOIL MUST
EXISTING 17 W BE STOCKPILED ON —SITE AND USED TO
-REVEGETATE THE NEW CHANNEL.
Revision Block: _-
3-1 1 96 MOVED INLETS_ 1i me _By: JWC Protect No. 750-503
By:_ASR Dote: NOV. 24, 1995
-- - -- CheckJWC Scale: AS SHOWN
EXISTING GROUND LINE
- 02=78 DES
0100=416 DES
4:1 SIDE SLOPE
10'
5' vTELEPHONE
WEST CHANNEL SECTION
S7A 6+45 TO STP. 8+50
50' EASEMENT 25' T.C.E.
1 '
ESMT.
w aD 02=90 DES
Q F 0100=493 DES
U U
u± `--4:1 SIDE SLOPE
N
ICTIOWpS VEGETATKIN TELEPHONE
30' 10' ELECTRIC
PROPOSED FINISH GRADE
02=1.42 CFS
3.1 PROPOSED FILL AREA 0100=5.71 DES
SIDE
SLOPES\
ddd
`EXISTING GROUND LINE
CL CHANNEL
+
UTILITY NOTES
I
AL
WATER SERVICES SHALL BE 3/4" TYPE
K
COPPER.
2
ALL
SANITARY SEWER SERVICES SHALL
BE 4"
PVC
SDR 35.
3
ALL
WATERLINE SHALL BE 8 DUCTILE
IRON
PIPE
WITH POLYWRAP.
4
ALL
SANITARY SEWERLINE SHALL BE 8"
PVC
SDR 35,
O
5
SEE
SHEET 5
FOR WATER
AND
SEWER
CONSTRUCTION
NOTES
AND
DETAILS. I
-Y
♦YISTI ff SEWER
PROP
ED STORM DRAIN
PROPU
ED SANITARY SEWER
- — — -
EXISTI
WATER
PROPO
ED WATER
—�
4" SE
R SERVICE
3/4"
TER SERVICE
— — —
DRAIN
E BASIN BOUNDARY.
100 YI
kR FLOOD BOUNDARY ,
.6y� 7� J-11-16 O
A0 0
z
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0
G ENMOOR DRIVE P.U.D. 3
OVE ALL UTILITY, GRADING, DRAINAGE
AND EROSION CONTROL PLAN 8