HomeMy WebLinkAboutLot Certifications - 05/19/1998 (4)STEWART&kSS0CWES
Consulting Engineers and Surveyors
May 14, 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 6 Glenmoor
e P.U.D. The flow line and top of slope of the existing drainage channel along the West lime
of Lot 6 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,
5028
Richard A. Rutherford P.E. & L.S. s :
President *���;�%, & t • `t
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
` EXISTING SCHOOL SANITARY
6z SEWER SERVICES
-_ PROPOSED FINISH G �— RADE 20' 10' EMT.
62
Po. \
10� - 9 _ � t4 EXISTING GROUND LINE
- PROPOSED
0CFS
FILL
AREA _ _ _ _ 0100=100=416 CFS
" `-E TING / ) 3:1 SIDE SLOPE
p .O j "'��� —4:1 SIDE SLOPE
\, I \ , 10' 10'
�r o, Q. .-• I sD s� 68'5\ �( CL CHANNEL 5' 0—TELEPHONE -
EXISTIN 1 Er w
WEST CHANNEL SECTION
(2 A STA 6+45 TO 5TA 8+50
tr.'�.I.�.wo� �rryr,.v w.=..�r 1 «N � ) ♦ T1 �
c +
e, •„ �,", 63.0 1 F ` STRAW BALE 50' EASEMENT 25' T.C.E.
c ve u ,.. �� 1 ••I J (TYPICAL) PROPOSED FINISH GRADE ,
ESMT.
O 62.0
\r' . PROPOSED w a 02=90 CFS
ry FILL z 0100 493 CFS
I _ O ) 0 .. AREA co a x
i) �39 _ x 0
_ U
i IS
12
12+0 9
25
�,
,r= R+o3 ^ E%ISTING GROUND LINE �n 4:1 SIDE SLOPE
Jsa
_ N
- SEE SHE 6 O 8 F y.l SIDE SLOPE
L+1� wEr M GLTATgN tµ TELEPHONE
_ STREET. SIGN �.
pppIppp+, .. -+�-�="•�-�•�=� �` J j 3 i$ 1 ! 10' 30' 10' ELECTRIC
,y >° NOTE: TELEPHONE
=� ]IrIM Id InI n 71di11a IN 10 l �� E `: ALL 3:1 CHANNEL SLOPES ARE
s s61.5 ; ^ TO BE MAINTAINED BY THE
r.+n,..G ,j .. 1 ��� SOUTH CHANNEL SECTION
A A II.63 Haas= �2 6 "a PROPERTY OWNER. B STA 11+50 TO STA. 6+50
=ppppL 62.0 SEE SHEseB 0 8 FO W
�_ • ars• TYP TREET 555ECTIO
n+2p ! 1e � AS BU/L.T"
3 GLAD/NL
j r.+ oN L•r 4 15'
SEE SH 5 B F - AAY 14, 1178 u
EASEMENT PROPOSED FINISH GRADE
en :�a.a t-r•�•Il UTILITY ESIGN �j�_Vab f..,iw ... I. L,4i a`.ljmfj I]a614 %rr•,. - s lees 1.0. - ,.�c�w.I,d.Q.c n!^..L ^ 5028drLr wy' n IG rF 1°.7 s 1n. .I h % 5 % 02=1.42 CFS
nv� GIi,�L. �� , \ '+ fe R°.ie PROPOSED FILL AREA• base B 3:1
•�"•�SIDE
SLOPE
W w Llv- EXISTING 6' 41CHAIN LINK FENCE SID�^"^ ""`� - s TO REMAIN SLOE%ISTING GROUND LINE
-. �-.., .^�_•��_ yS �� L CHANNEL
I}( 9« ' C EAST CHANNEL SECTION
MOM
. - ^ • UTILITY NOTES
o ,
n - 8 EXISTING 4' - +
\p fl CHAIN LINK FENCE z n J l AL WATER SERVICES SHALL BE 3/4" TYPE K COPPER.
GRASSLINED WAY INL �ILTERS TO REMAIN rn ALL SANITARY SEWER SERVICES SHALL BE 4" PVC SDR 35.
15' BOTTOM (BOTH SIDES)— FF=61.7 1 ( \-
t (( ALL WATERLINE SHALL BE 8" DUCTILE IRON PIPE WITH POLYWRAP.
Lil EXISTING 4' WOOD
FF=62.8 i E%ISTING PARKING = FENCE TO BE I 4. ALL SANITARY SEWERLINE SHALL BE 8" PVC SOR 35.
LOT TO BE REP EO REPLACED AS
i. SEE SHEET 5 FOR WATER AND SEWER CONSTRUCTION NOTES AND DETAILS.
WITH THIS PROJECT.� � NEEDED- BY DEVELOJR.
LEG�ND
SEE NOTE 4 ON HEET EROSION CONTROL NOTES LL
6 OF 8 FOR REM TAI FXISIING SEWER
N FOR GLENMOOR D IVE. FF-61 4 FF-60 6 1. SILT FENCE IS TO BE INSTALLED ALONG
EACH LOT AT ELEVATION 60.00. PROPOSED STORM DRAIN may_/ -/o
WPROPOSED SANITARY SEWER !q�'�T F• SG
2. STRAW BALES ARE TO BE INSTALLED I
J EXIST NG WATER
--
ALONG EACH CHANNEL AT 50' INTERVALS.
- 0PRO SED WATER C
SCALE: 1"-30' - 3. GRAVEL INLET FILTERS ARE TO BE 4" SEWER SERVICE 12I 16 C
° '° s° 90 WEST PLUM STREET INSTALLED AT EACH INLET AT STA. 9+75. 3/4 WATER SERVICE AV
GNAPwc swa - PT2r c.rsnwc u' sLwrn 4. THE EXISTING WETLAND TOPSOIL MUST _ _ -_ DRAINAGE BASIN BOUNDARY, Z
EXIs1Wc IV W BE STOCKPILED ON -SITE AND USED TO 100 YEAR FLOOD BOUNDARY
REVEGETATE THE NEW CHANNEL.
Revision Block:P.U.D.- - Designed B JWC Protect No. 4. 1993 REDPEAK LENMOOR DRIVE PJ3
3 11 -96 MOVED INLETS _ - - � — y' --
_ Drawn By: ASR Date: NOV. 24, 1995 ENGINEERING OVERALL UTILITY, GRADING, DRAINAGE
Checked_ By: JWC- Scale: AS SHOWN
p5t nIMiNGiCM C1i4F fORf MLNS. CafDAW et13M (9N1) e99-0371 AND EROSION CONTROL PLAN H