HomeMy WebLinkAboutLot Certifications - 07/30/1997 (4)STEWART&AvSSOCIATES
Consulting Engineers and Surveyors
July 24, 1997
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 Lots 1 and 2,
,�,Glenmoor Drive P .-U.,>The flow lime and top of slope of the existing drainage channel along the
West line of Lots 1 and 2 are shown on the plan. The floor elevations and lowest opening of the
units are also shown. The lowest opening of both buildings is the bottom of the window of the
lower level.
The grading of the lots and the building elevations are in substantial compliance with the
approved grading and drainage plan dated March 28, 1996.
The developer and contractor of these lots is Kint Glover. If you have any questions
regarding this certification, please call.
Sincerely,
Richard A. Rutherford P.E. & L.S.
President
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
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EXISTING SCHOOL SANITARY
SEWER SERVICES
/ PROPOSED FINISH GRADE 20' TO- ESMT.
EM EASENT
a
EXISTING GROUND LINE
\ / - PROPOSED 3": 000= CPS
FILL
0100=616 CT':
1 AREA _ — --
3:1 SIDE SLOPE .•-� 4:1 SIDE SLOPE
0 70
CL CHANNEL 5 ( TELEPHONE
WEST CHANNEL SECTION
STA 6+45 TO STA. 8+50
/ STRAW BALE ! _- 50' EASEMENT 254 T.C.E.
(TYPICAL) PROPOSED FINISH GRADE - 10'
ESMT.
PROPOSED t ' aJ 02=90 CPS
FILL ��! i 0100=493 CPS
AREA u ?
_—
C%ISTING GROUND !JNC � �n / �-4:1 SIDE SLOPE
LULL
3:1 SIDE SLOPE ---. -.---- -. \�% N ,1 ✓ 2�
n Anus v(c(unoN �7ELE PHONE
10'__ 30_ 10' O-� ELECTRIC
NOTE: TELEPHONt
ALL 3.1 CHANNEL SI. OrrS AR
TO BE MAINTAINED F+Y TH.
PROPERTY O'WNI. P !_d_T SOUTH CHANNEL SECTION
v STA 11+50 TO STA. 8+50
AS BUILT' SMruey of
l LOTS It Z 15LILL
- --
,L„ EASFMENI PPIJI'OSE.D FINISH GRADE
ILL ILI
Jv4y 24r9f7 a
j r \ s 2 CPS
�"•i� 1 !_�Pkz]POSED PILE AREA 571 t!
EXISTING 6' St OPT- L_
CHAIN LINK FENCE II 11y
10 REMAIN • 5028 tY2 )F._ I-- ( I I > o-x C,71NG GROl1NP LINE
iti 4 +fit J I l.N4EL -
�a
� 1 EAST CHANNEL SECTION
G
n ( UTILITY NOTES
V
II
CHAINNf a NII CHAIN LINK 3FNCF. ji! - I AT WATER SERVICES SHALL DC 3/4' TYPEK COPPER.
SO REMAIN
-
41 SANITARY SEWER `,LRVICES SHALL BE 4 PVC SDR S.
I
_
F4' WOOD
:,Ll WA1EkLINE SHALL '3 .' DUCTILE IRON PIPE 'JITH POLYWRAP
PENCEENCE T0 BE
At I. SANITARY SEWERLINE SHALL BE 8" PVC SOP 35.
I TO- T.C.E.
REPLACED AS
NEEDED BY DEVELD
R
SEE SHEET 5 FOR WATER AND SEWER CONSTRUCTION NOTES AND DETAIL'1
LEG ND
EROSION CONTROL NOTES
EXIST LIG SEWER
FF=61.4 Ff=G0.6 I. SILT FENCE IS TO BE INSTALLED ALONG _ PR01 SED STORM DRAIN
EACH LOT AT ELEVATION 60.00. pap 5ED SANITARY SEWER
2. STRAW BALES ARE TO BE INSTALLED ---.-- EXIST 4G WATER
ALONG EACH CHANNEL AT 50' INTERVALS.
' PROP SEO WATER
"- 3. GRAVEL INLET FILTERS ARE TO BE----C`) 4' SINER SERVICE
INSTALLED AT EACH INLET AT STA. 9+75.
}/<" WATER SERVICE
EXISTING IY SEWER 4. THE EXISTING WETLAND TOPSOIL MUST --- DRAT GE BASIN BOUNDARY
-- EXISTING 11Y' 19 BE STOCKPILED ON -SITE AND USED TO
REVEGETATE THE NEW CHANNEL 100 EAR ROOD BOUNDARY
,
Project No. 750-503
Date: NOV. 24, 1995
Scale:_ AS SHOWN
REDPEAK
96 ENGINEERING
MI IYMIMLTW p FM IM1Yl5. IXXL V ! (9N1) .9G-0272
,A47�
All
ENMOOR DRIVE P.U.D. 3
ILL UTILITY, GRADING, DRAINAGE
JD EROSION CONTROL PLAN S
1