HomeMy WebLinkAboutLot Certifications - 12/16/1996 (5)STEWART$,LSSOCIATES
Consulting Engineers and Surveyors
December 13, 1996 `l 4
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 7 and 8,
Glenmoor Drive_P U.D= . The flow line and top of slope of the existing drainage channel along the
North line of Lot 8 and the east line of Lots 7 and 8 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. &Vl,.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
*; 5028
EXISTING SCHOOL SANITARY
SEWER SERVICES PROPOSED FINISH GRADE 2p
S ER
10' ESMT.
EASEMENT
(j Cd. S4V n� —�59 — fit{•. IhY \ EXISTING GROUND LINE
.+ .. ,«.•r - _-...._\/ ROPOSED
FILL
3
02 78 CFS
TJ AREA _ "? _ _ _ 0100=416 CFS
E TING t� r 1) I AS UU�L-%�G. RAv+u4
FN + '!7t 3:1 SIDE SLOPE .,..ee
'^""•"""'_'��-i° O Foc LeTJ 71 8 d❑ SIDE SLOPE
0' 0'
... 9_ .�. 5 - \ \• ;62 5 ��i C TELEPHONE
....., .., w � P De'- /3, 199G 5'
S u8 t.FCL CHA NEL
E%ISTIN 8" tM"" °p
al.. INS \ +wl tuy L/4vAo-+( Q.0 ` WEST CHANNEL SECTION
/-_- STA 6+45 TO STA. 8+50
.�.� .eawryrl•+Iw. e • '�
^y+'� .•n+ - STRAW BALE E, _ 50' EASEMENT 25' T.C.E.
n $1 _ � � m ^ 1 PROPOSED FINISH GRADE
\ y (TYPICAL) 70'
r.y.��.r...ww�• C 462.0 J ESMT.
.�.�.w•Ldo 1 PROPOSED 02=90 CFS
FIL_ + 7 '� _ AREA �'II a i 0100=493 fF5
] 23 ✓ V O
625
,2.z3 6 . ,2 ,] w• L!IIE-/
—
,a �� I2+03 • ]\
J%t�] T EXISTING GROUND Ln`--4:1 SIDE SLOPE
.�.. .. . JL .., �..,.....M! fm, .... A 41f _ SEE SHE 6 O 8 F ry
3:1 SIDE SLOPE w6lvrrTIs VEGETATIOK
STREET -ESIGN TELEPHONE
..-.......•,... f NOTE
t 30' 10' ELECTRIC
TIr Ifl IA uI T T A 15101 N 10 TEIEPHONE
ALL 3:1 CHANNEL SLOPES ARF
.w I.dam, II„+L.,Ln. nv Ia 0...6 ° 11+53 s 11+� 66 TO BE MAINTAINED RY THE SOUTH CHANNEL SECTION
do, do,PoI"oI IIA A 6 PROPERTY OWNER STA 11+50 TO STA. 8+50
• 11+43 I
62.0 SEE/SHE T 8 Oq 8 FO
^-•m . I II+28 TYPICAL iREET ECTIO i
3 b
1J1/ i 15
SEE $H 5 8 F EAS MLN PROPOSED FINISH GRADE
10 y y I pa i UTILITY ESIGN I n
.� ..... „q r. oi.J ..T ....- —14,
f 1.0 I� 14.I
y
006 ly+n6A 161.5 � s-m.efi .�NN!"1M RRr1�In �I�'►; �• '�.
.Q.,,.. ...4 IoaT s I 0"1GO CFS
_ L� S - PROPOSED FILL AREA 0100-5.71 CFS
..,.. NI L.w, nbl Tyw.....1 11 +61 w I B SIDE
...�, EXISTING 6' , --- SLOPE
SIDE T
TOAREMAIN FENCE IL )PE
�7' S EXISTING GROUND LINE
D ).5 CL CHANNEL
r
T CHANNEL SECTION
.. ... ��..N.
- - - �_ ---___—_
m
nm i-•
-- -- -- -" - N ,n,+ UTILITY NOTES
- 4 - EXISTING
TITING 4' _Z E n .
s„SVIL'`Wl 8 CHAIN LINK FENCE mo sv I AL WATER SERVICES SHALL BE 3/4" TYPE K COPPER.
CRASSLINED AY INL FILTERS i0 REMAIN � o
5BOTTOM (BOTH SIDE 1 ! I ALL SANITARY SEWER SERVICES SHALL RE 4" PVC SDR 35.
FF=61.7 (j '
LLI - ALL 'WATERLINE SHALL BE 8" DUCTILE IRON PIPE WITH POLYWRAP.
EXISTING 4' WOOD
FF=F2.8 EXISTING F IRKING -- FENCE TO BE I n ALL SANITARY SEWERLINE SHALL BE 8" PVC SDP 35. c
LOT TO BE REPLA ED 10' T.C.E. REPLACED AS IeeII
WITH TH15 RO.IE NEEDED BY DEVELOP�R. SEE SHEET 5 FOR WATER AND SEWER CONSTRUCTION NOTES AND DETAILS —
I
LEGE4D Q
SEE. EET F� EROSION CONTROL NOTES LL
6 Ti � I �- FXROP SEWER
F IVE. � FF-61.4 FFFF- 6O 66 JI 1. SILT FENCE IS TO BE INSTALLED ALONG PROPo ED STORM DRAIN p �
Z EACH LOT AT ELEVATION 60.00. PROPC ED SANITARY SEWER %A'wGlr/,e/ �/ >w
W 2. STRAW BALES ARE TO BE INSTALLED
/ J ----- EXISTI. WATER U, ALONG EACH CHANNEL AT 50' INTERVALS. PROPO ED WATER-D" 3•��
SCALE: Y'=30' 3. GRAVEL INLET FILTERS ARE TO BE —{°J a C,C. ER SERVICE61 3td-16 C
0 0 30 60 90
STREET INSTALLED AT EACH INLET AT STA. 9+75. -0 3/4' TER SERVICE A14
L
cRnRwc scut -FELT Ex¢*INc Is scwcR 4. THE EXISTING WETLAND TOPSOIL MUST _ _ _ DRAIN' E BASIN BOUNDARY Z
EXISTING IQ' w BE STOCKPILED ON -SITE AND USED TO 100 R FLOOD BOUNDARY LL
REVEGETATE THE NEW CHANNEL.
I envision Block:
-' t 96_ MOVED INLETS
L
'led By: JWC Project No. 750-503 REDPEAK LOVGEIALL
ENMOOR DRIVE P.U.D. 3
By: ASR___ DateScale: Nov. -SHOWN 199' ENGINEERING
led_By JwC Scale:_AS_SHOwN _- UTILITY, GRADING, DRAINAGE
9CIFM�.fAEC•A90�M (970)4911_0272 IND EROSION CONTROL PLAN 8