HomeMy WebLinkAboutODELL NORTH BEET TAILINGS GRADING - BDR210005 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANSXX
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EXISTING 10' UTILITY EASEMENT
BUCKINGHAM STREET
3RD STREETLOGAN STREET
ODELL BREWING
COMPANY
OWNER: LOZANO,
ALFREDO C. &
CRISTINA YOLANDA
832 E LINCOLN AVE.
FORT COLLINS,
CO 80524
OWNER:
CHARLES MESERLIAN
1222 TRAPPERS PT
FORT COLLINS,
CO 80524
EXISTING 38'
UTILITY EASEMENT
OWNER: G AND A
INVESTMENTS LLC
903 BUCKINGHAM ST,
FORT COLLINS, CO, 80524
EXISTING STORM MANHOLE
EXISTING STORM DRAIN
EXISTING 6" PVC
OWNER: ODELL INVESTMENTS, LLC.
800 E LINCOLN AVE.
FORT COLLINS, CO 80524
OWNER:
ODELL BREWING CO. &
ODELL INVESTMENTS, LLC.
832 E LINCOLN AVE.
FORT COLLINS, CO 80524
OWNER:
ODELL BREWING CO. &
ODELL INVESTMENTS, LLC.
832 E LINCOLN AVE.
FORT COLLINS, CO 8052449.0048.0050.0046.8347.1347.7451.4851.0047.0046.0052.0047.660.8%0.9%0
.
9%
0
.
9%0.9%5.4%25.0%10.6%1
.
0%1.0%0.6%0.6%
0.6%
10.0%
10.0%
10.1%10.1%
0
.
9%
EXISTING CONCRETE PAN
EXISTING INLET
EXISTING STORM DRAIN
DISCHARGES TO LINCOLN AVENUE
EXISTING STORM DRAIN INLET
RIM ELEV.: 4945.85
INV. 6" PVC (S): 4945.19
REMOVE INLET AND EXPOSE
END OF 6" PVC 47.20TEMPORARY DETENTION POND
MAX RELEASE RATE: 0.42 CFS
PROVIDED VOLUME: 1.09 AC-FT
WSEL: 4947.20
EXISTING EDGE OF ASPHALT
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
SheetODELL - NORTHThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 7
G1 GRADING PLAN 4
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.ALL PROJECT DATA IS ON VERTICAL DATUM;NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
NOTES:
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
33.43
EXISTING RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK