HomeMy WebLinkAboutLot Certifications - 06/02/1997 (4)STEWART&ASSOCWES
Consulting Engineers and Surveyors
June 2, 1997j '
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 3; Glenmoor-�
0ive-P..U- -D. The flow line and top of slope of the existing drainage channel along the West line
of Lot 3 is 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,
Richard A. Rutherford P.E. & L.S.
President
5028
rrc ^•': F
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
�� nl EXISTING SCHOOL SANITARY
0 SEWER SERVICES
__ PROPOSED FINISH GRADE EASEMENT
°0P 6 EM'E 10' ESMT.
T
EXISTING GROUND LINE
---- _ PROPOSED 3 - 02=78 CFS
FILL
AREA 0100=416 CFS
1 EE TING / j) 3:1 SIDE SLOPE
II+ \ i _ �A 1 "•'�"� 4:1 SIDE SLOPE
62.5 \�� 10' 10' S' v - TELEPHONE
P 8 CL CHA NEL
" E%ISTIN 8"
m
WEST CHANNEL SECTION
STA 6+45 TO STA 8+50
..r.`. �n �o.rr..rr.a wr�wr � ,3. • w s1 � �
63.0 , `°
rrrw - � STRAW BALE
50' EASEMENT 25' T.C.E.
w w d ^ 1 J I \ (TYPICAL) PROPOSED FINISH GRADE T,
62.0 ESMT.
.�.,......�.. i 1 O ' PROPOSED w 2= 0 CFS
%'� FILL i a 0100=493 CF'
- O C AREA O i
t2
- if
J J T O O
62.5 / —. N _ .--
12w2J • 12 ,J �y �-
2
..ne 12w03 ` EXISTING GROUND LINE n
....� :I.vr im too w 4:1 SIDE SLOPE
15 SEE SHE 6 0 8 F
3:1 SIDE SLOPE wETUN05 VFOETAtgN
_ ��'�'��••'��•" ••'�`•"•' ` ` e STREET, SIGN TELEPHONE
•`+... nn �'�' �"""'"_""'�•`�"� lw R t 30, 10' ELECTRIC
@@ NOTE:
TELEPHONE
ALL 31 CHANNEL SLOPES ARE
]If IIi I�III IT IT II IJ IO IN I° �� � s 11160 /
rn..1.Iwalnr4 ° �� '� 53 61'S TO BE MAINTAINED BY THE TAN11+50 TO STAG B0+50
A A I[' 6 - PROPERTY OWNER.
nau"E SHE 8 0 8 FO AS S(�/L7 •
- ° 62.0 t x TYP AL TREET ECTIO 6 GQAD LNe
3 0
3 5
—SEE SH T 5, 8 F - MI 20,/9YJ I— MEN 1
UTILITY ESICN I T a i PROPOSED KNISH GRADE
�l \ 1.0
+r ✓y Ykl./ a/ nn.. ^ L _ L/ IOa86 Q -•
1� 1L.la rL lk r/' 61.5 0+7 s ` 2-11.42 CFS
nf(ryry /� 5 �� PROPOSED FILL AREA 0 00-5.71 CFS
p4l�wu nLlf•Y. •E _\ 10.68
_ -..,. M G•. GhI rp„n..6 w Lw a61 • r SIDE
11 EXISTING 6' 4 1 -- SLOPE
w r ss `CHAIN LINK FENCE SIDE —_ ^�\
TO REMAIN SLOPE 7 5 `. EXISTING GROUND LINE hl
3 n (/ I'I -HANNEL 3 9." �
J Y _-- EAST CHANNEL SECTION J
_. 8
7MAIN
nUTILITY NOTES Q
_C.- 6 E%IS_ i n pCHAzz 3: i AL WATER SERVICES SHALL BE 3/4" TYPE K COPPER.GRASSLINEDSPIL�WAY INL ILTERS _ TO F O y
5' BOTTOM (BOTH SIDES)-- I - _ ALL SANITARY SEWER SERVICES SHALL BE 4" PVC STIR 35.
FF=61.7 (j _ Q
LyJ \ e 1 ALL WATERLINE SHALL BE 8 DUCTILE IRON PIPE WITH POLYWRAP.
—tl- EXISTING 4' WOOD
FF=62.8 EXISTING DARKING = FENCE TO BE 4. ALL SANITARY SEWERLINE SHALL BE ti PVC SOR 35. C
LOT TO BE REPLA ED 10' T.C.E. REPUICED AS
WITH THIS'PROJE . NEEDED BY DEVELOjR SEE SHEET 5 FOR WATER AND SEWER CONSTRUCTION NOTES AND DETAILS.
SEE NOTF4 ON Lr O EROSION CONTROL NOTES LEGD Li
N 6 OF 8 F3R REM VAVAL TAIL _- EXIS1 C SEWER
FOR GLEN�OOR D IVE. FF-61.4 FF-60 6 I. SILT FENCE IS TO BE INSTALLED ALONG _ --- PROPS ED STORM DRAIN ci
EACH LOT AT ELEVATION 60.00. SANITARY
LAJ EXISPROT'.EWATERIITARY SEWER � iP�.4r�sX/' ? ft, c
2. STRAW BALES ARE TO BE INSTALLEDV V
ALONG EACH CHANNEL AT 50- INTERVALS.
_ PROP( ED WATER nn
SCALE: 1"=30- — 3. GRAVEL INLET FILTERS ARE TO BE s O ?-38-16 C
30 0 30 60 a° WEST PLUM STREET INSTALLED AT EACH INLET AT STA. 9+75, —Q 4" SL ER SERVICE
—� 3/4" ATER SERVICE
cRePwc salF - Fccr — --- ulsnwc Ir sevCe 4. THE EXISTING WETLAND TOPSOIL MUST — — — DRAIN E BASIN BOUNDARY. z
-- ---- "6STIN° IT w BE STOCKPILED ON -SITE AND USED TO 100 R FLOOD BOUNDARY LS-
REVEGETATE THE NEW CHANNEL.
C
Revision Block:
3 11-96 MOVED INLETS LDignedwnBy: JWC Project No. 4, 1993REDPEAK G ENMOOR DRIVE P.U.D.wn__By: ASR Dote: NOV. 24 1995 ENGINEERING OVE ALL UTILITY, GRADING, DRAINAGE
cked Bv: 1wC Scale: AS_SHowN
faro) .ae-one ND EROSION CONTROL PLAN 8
— __-__ - a061 IAa11KIW � rom wane. mla•.00 eosae