HomeMy WebLinkAbout611 LAPORTE AVE - CARRIAGE HOUSE - FDP230018 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS7.176.84
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SSV (7.87)(7.79)(7.80)(7.82)(7.73)(7
.
7
8
)(7.23)(7.41)(6.14)(6.16)6.
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2 6.247.247.237.287.11(7.18)7.44
7.717.947.747.
5
8
7.617.
9
1
6.
5
8
(7.36)7.28(7.34)7.32(7.47)7.847.84FFE=8.298.298.128.128.267.84
7.93
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8.21
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)(7.56)(7.78)(7.94)(7.97)(8.01)7.667.34(7.30)(7.35)(7.24)7.19(7.73)(7.67)(7.35)7.31(8.11)7.49(7.55)(7.55)(7.
5
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)(7.57)7.508.128.127.6%0.5%7.0%1.9%7.
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%
0.7%
8" DROP IN GRATE INLET ON RISER PIPE
INV EL.=6.53
7.5 LF 4" STRM @ 0.50%
9" SQUARE YARD DRAIN INLET
INV EL.=6.42
2' CURB CUT AND
SIDEWALK CHASE
PER FOCO DETAIL
6.5 LF. 4" ROOF LEADER
7.5 LF 4" ROOF
LEADER
7.5 LF
4" ROOF LEADER 6.5 LF 4" ROOF LEADER
1.8%1.8%1.4%1.6%3.7%2
.
9%2.5%3.0%6.6%3.6%
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0
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%
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7%8.0%5.1%15.2%1.2%
4.
3
%
1.5
%8:16:12.0%2.0%2.0%6.0%
0.8%
2.0%
FFE=8.28
9" SQUARE YARD DRAIN INLET
INV EL.=6.32
4" DROP IN GRATE INLET
INV EL.=6.61
6" C/O
INV EL.= 6.39
45° BEND W/ 6" C/O
INV EL= 6.29 (7.70)(9.24)(7.67)(7.55)7.29
7.377.19DAYLIGHT 6" PIPE
INTO 3' LONG
HEADWALL
6" MIN THICKNESS
#4 REBAR 2.5"
CLEAR ALL WAYS.
FOOTER MIN 18"
BELOW GRADE
2
4
.9%5.6%4.1%4.1%2.1%3
.
3%2.1%(7.
3
0
)
(7.
3
6
)7.907.617.57REGRADE AND REPLACE
GRAVEL PARKING7.73GARAGE
1" DEPTH
PAN IN DRIVEWAY
@1' FROM GRAVEL
GRADE 1' INSIDE
PROPERTY LINE TO
DRAIN
7.
2
8
7.
2
1
7.07
7.
2
9
7.
3
4
7.
1
9
7.85 2.8%10.3%115 LF. 4" PVC SANITARY SERVICE
@ 2% MIN
96 L.F. 3/4"
UNDERGROUND
GRADE PEX WATER
SERVICE @ MIN 4'
BURY
S00°23'30"W 167.47'S89°50'29"E 60.14'N00°22'53"E 167.46'
TAP EXISTING SERVICE
4" TAP EX. MAIN
ABANDON EX. TAP
PER FOCO REQ.15.5'N89°49'38"W 60.12'5'10'REGRADE AND REPLACE
FLAGSTONE
6" C/O
INV. EL=6.48
4" C/O
102 LF 6" STRM
@ 0.20%
24 LF 6" STRM@ 0.20%LAPORTE AVEALLEYEXISTING BUILDING
COVERED SLAB
ENCLOSED
BUILDING
4' WALK
12.09'6.83'27.42'22.62'23 LF 4" STRM @ 0.20%
8 LF 4" STRM @ 0.20%
4" SANITARY CLEANOUT
4" WYE W/ 2X SANITARY
CLEANOUT (EACH WAY)
CONNECT ELECTRIC
TO METER AND
PANEL (DESIGN BY
OTHERS)
CONNECT TO
GAS (DESIGN
BY OTHERS)
36 LF 4" STRM @ 0.20%
10.5 LF 4"
STORM @
0.20%
43 LF 4"
STORM @
0.20%
REMOVE SAN
SERVICE AS
NEEDED
17.32'30.37'4' WALK
EXISTING TREE LOCATIONS.
PROTECT WHERE POSSIBLE
1.0%
4" PVC MITERED DRAIN
w/ HDPE GRATE
INV EL.=6.58
4" DROP IN GRATE INLET
INV EL.=6.58
SheetLOT 4, BLOCK 271 SUBDVISIOIONNOT FOR CONSTRUCTIONREVIEW SETof 1611 LAPORTE, FORT COLLINS1 SITE DEVELOPMENT PLANCALL 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.
Feet01010
10
20 30
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
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.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.ALL STORM (STRM) IS DUAL WALL HDPE OR PVC W/ CORRESPONDING SOIL TIGHT
FITTINGS AND BENDS. USE WYE AND EXTENSION FOR ALL STRM CLEANOUTS. ALL
BENDS AND WYES 45°.
6.USE SCREENED AUTO-CLEAN ADS DOWNSPOUT ADAPTORS AT ALL ROOF DRAIN
CONNECTIONS.
7.INSTALL TRACER WIRE WITH ALL UNDERGROUND PIPE INSTALLATIONS
8.USE STANDARD CITY OF FORT COLLINS UTILITY STANDARDS AND SPECIFICATIONS
FOR ALL WATER AND SEWER MATERIALS .
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
LEGEND:
PROPOSED GRADE BREAK