HomeMy WebLinkAboutIMPALA REDEVELOPMENT - PDP220005 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANSX X X X X X XXXXXXXXXXXXXXXXXX X
C CCCCCCCCCCCCCC
C C C C C CC
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E:182623.99
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7' SIDEWALK
6' SIDEWALK
7' SIDEWALK8' S
IDEWALK
5' SIDEWALK5' SIDEWALK6' SIDEWALK6' SIDEWALK7' SIDEWALKN:129891.57
E:182827.54
IMPALA CIRCLE
SOUTH IMPALA DRIVE6' SIDEWALK
5' SIDEWALKEXISTING 6' SIDEWALK
EXISTING 6' SIDEWALK
OWNER:
POUDRE R-1 SCHOOL DISTRICT
OWNER:
POUDRE R-1 SCHOOL DISTRICT
IMPALA CIRCLE5' SIDEWALKOWNER: TRISSELL, NICOLE/COGELL, CHRISTOPHER
408 S IMPALA DR.
3' CONCRETE TRAIL
4 4
6
6
4 4
3
1
1
6' RAISED PEDESTRIAN CROSSING/
SPEED TABLE
3
3
3
P
P
P
D
D
D
EASEMENT
EXCLUSION EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
2
2
1
2
EASEMENT
EXCLUSION
2
2
22
2 2
1
4
1
1
PROPOSED
TRASH
ENCLOSURE
PROPOSED TRASH
ENCLOSURE
RAIN GARDEN
BIOMEDIA AREA
PROPOSED 3'
CONCRETE RUNDOWN
W/ FOREBAY
PROPOSED SAWCUT (TYP.)
PROPOSED
SAWCUT (TYP.)
PROPOSED
SAWCUT (TYP.)
1
4
26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
±31'
FL-FL (TYP.)
±24'
FL-FL (TYP.)
9'
(TYP.)
9'
(TYP.)
9'
9' (TYP.)
18'
(TYP.)
18'
(TYP.)
9' (TYP.)
18'
(TYP.)
9' (TYP.)
9'
(TYP.)18'
(TYP.)
9'9'
(TYP.)
18'
(TYP.)
8'
(TYP.)
15'
(TYP.)
8'
(TYP.)15'
(TYP.)
26'
FL-FL
21'
9'
(TYP.)
21'
23' (TYP.)7' (TYP.)
18' (TYP.)
PUBLIC ACCESS
EASEMENT
(WIDTH VARIES)
9' UTILITY EASEMENT
15'
(TYP.)
8'
(TYP.)
PROPOSED LANDSCAPE WALL
W/ HANDRAIL
PROPOSED LANDSCAPE WALLS
PROPOSED
LANDSCAPE WALL
1
1
9' (TYP.)
18'
(TYP.)
9' (TYP.)
18'
(TYP.)
9'
(TYP.)
18'
(TYP.)
23'
(TYP.)
7'
(TYP.)
24' EMERGENCY
ACCESS EASEMENT
4
6
PROPOSED
STRIPING (TYP.)
PROPOSED
STRIPING (TYP.)
5
6
6
EXISTING 30" DRIVE-OVER CURB & GUTTER
W/ ATTACHED 6' SIDEWALK
TIE IN TO EXISTING 8' SIDEWALK
24' EMERGENCY
ACCESS EASEMENT
EXISTING 20' SANITARY
SEWER EASEMENT
PROPOSED 18' WIDE
OVERFLOW WEIR
5
5
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.
Feet02020
20
40 60
MATCH LINE - SEE SHEET C 201
SheetIMPALA REDEVELOPMENTThese 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 SETof 18
EASEMENTS
NOTES:
1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
2.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND
PROJECT SPECIFICATION MANUAL.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
4.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
5.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.
6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION
RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES.
7.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK.
8.ATTACHED WALK WIDTHS ARE FROM FLOWLINES.
9.SINGLE POINT CURB TRANSITIONS ARE 6'.
10.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF
PLAN LOCATION.
11.ALL CURB & GUTTER CALLS ARE FLOWLINE UNLESS OTHERWISE NOTED.
12.ALL FIRE LANES SHALL BE PAVED AS FLAT ALL-WEATHER DRIVING SURFACE
CAPABLE OF SUPPORTING 40 TONS.
13.ALL PUBLIC SIDEWALKS, DRIVEWAYS, AND RAMPS, EXISTING OR PROPOSED,
ADJACENT OR WITHIN THE SITE, SHALL MEET ADA STANDARDS OR BE
RECONSTRUCTED TO CONFORM TO CURRENT ADA STANDARDS AS A PART OF THIS
PROJECT.
PROPOSED VERTICAL CURB & GUTTER
PROPERTY BOUNDARY
EXISTING LOT LINE
/ / / / / / / /PROPOSED EDGE OF PAVEMENT
PROPOSED OUTFALL VERTICAL CURB & GUTTER
LEGEND:
PARKING ASPHALT PAVING
PRIVATE CONCRETE FLATWORK
SITE SIGN LEGEND
SIGNAGE NOTE:
SIGN LOCATIONS SHOWN ARE APPROXIMATE.
FINAL LOCATION MAY VARY.
RESERVED
PARKING
2
P
D
C
2
4
5
6
18" VERTICAL INFLOW CURB & GUTTER
18" VERTICAL OUTFALL CURB & GUTTER
PARALLEL ACCESS RAMP
DIRECTIONAL ACCESS RAMP
COMBINATION ACCESS RAMP
X' CONCRETE PAN
PUBLIC CONCRETE PAVING
PRIVATE CONCRETE PAVING
P
FIRE LANE
1' SIDEWALK CHASE
2' SIDEWALK CHASE
X
2' CONCRETE TRICKLE PAN
1
1
P0TS
3
DRIVE AISLE ASPHALT PAVING
ASPHALT PATCH
74' SIDEWALK CULVERT
330" VERTICAL CURB & GUTTER
KEYMAP
UP
C 200CIVIL SITE PLAN 6
C 200
C 201
C 202
THE BUILDING CORNER
LOCATION LABELS ARE ALL
OFF FOR THIS BUILDING
THIS CANNOT BE USED AS A
PARKING SPOT. IT IS TOO CLOSE
TO IMPALA DRIVE. PLEASE
REMOVE OR NOTE THAT THIS IS
NOT A PARKING SPOT. ONLY 8
TOTAL PARALLEL PARKING
SPOTS ALONG THE SOUTHERN
SIDE OF THIS PRIVATE DRIVE.
1 2 3 4 5 6 7 8
UD UD UD
X X X X X X XXXXXXXXXXXXXXXXXX XBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXXXXXXXXXXXXXFFE=96.15
FFE=92.42
FFE=93.75
FFE=93.59
FFE=90.72
FFE=91.42
FFE=93.42
FFE=95.48
IMPALA CIRCLE
SOUTH IMPALA DRIVE26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS EASEMENT
26'
FL-FL
7' SIDEWALK
6' SIDEWALK
7' SIDEWALK 6' SIDEWALK6' SIDEWALK6' SIDEWALK7' SIDEWALK6' SIDEWALK
5' SIDEWALK7' SIDEWALKFFE=94.59
RAIN GARDEN
BIOMEDIA AREAPROPOSED 6'
CONCRETE PAN
PROPOSED
UNDERDRAIN
EXISTING
BUILDINGS
(TYP.)
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
5' SIDEWALK24' EMERGENCY
ACCESS EASEMENT
PROPOSED 2'
CONCRETE PAN
IMPALA CIRCLE
±31'
FL-FL (TYP.)
±24'
FL-FL (TYP.)5' SIDEWALKPUBLIC ACCESS
EASEMENT
(WIDTH VARIES)
9' UTILITY EASEMENT
3' CONCRETE TRAIL
PROPOSED LANDSCAPE
WALL W/ HANDRAIL
PROPOSED AREA
DRAIN (TYP.)
PROPOSED AREA
DRAIN (TYP.)
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED ROCK
WALL STEPS
PROPOSED LANDSCAPE
WALL
PROPOSED
STAIRS
PROPOSED
RAMP
EXISTING 30" DRIVE-OVER
CURB & GUTTER
EXISTING VERTICAL
CURB & GUTTER
PROPOSED
SAWCUT (TYP.)
PROPOSED 2'
SIDEWALK CHASE94.519
2
.
9
3
9
5
.
4
1 95.5094.729
4
.
8
195.4896.159
5
.
5
0
94.779
4
.
8
1
93.25 90.7593.7590.46
9
2
.
2
7
93.0893.75
93.08 92.5892.290.5%
8.2%8.6%9
3
.
7
5
92.9992.8893.9493.9390.2290.0990.0490.198
8
.
2
0
8
8
.
6
3
88.70
8
9
.
8
390.3292.8893.1488.27(88.00)(88.42)(92.69)(94.92)91.75
92.7592.7592.7591.7590.7490.7590.751.9%1.9%0.6%94.59(94.22)1.8%0.7%PROPOSED
CHASE
PROPOSED 3'
CONCRETE PAN
W/ FOREBAY1.9%1.5%1.5%0.5%1.0%0.5%88.450.
6
%
0.5%1.8%3.0%0.9%(0.2%)2.2
%
4.0%
3.1%2.0%1.9%2.0%
3.0%
0.6%86.3484.84PROPOSED
LANDSCAPE
WALL
PROPOSED
CHASE
84.5886.4087.90(88.31)OWNER:
POUDRE R-1 SCHOOL DISTRICT
OWNER:
POUDRE R-1 SCHOOL DISTRICT
OWNER: TRISSELL, NICOLE/COGELL, CHRISTOPHER
408 S IMPALA DR.(92.96)(93.11)(93.29)(93.64)(93.68)(93.89)(94.10)PROPOSED FENCE (TYP.)PROPOSED GATE
24' EMERGENCY
ACCESS EASEMENT
87.40
87.4087.90
PROPOSED 18' WIDE
OVERFLOW WEIR
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
KEYMAP
UP
SheetIMPALA REDEVELOPMENTThese 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 SETof 18
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. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,
GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL
MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS
AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING
CODE REQUIREMENTS.
6.THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM THE CITY OF
FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEES PRIOR TO
COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES,
GRADING, FILL, DETENTION, PONDS, BIKE PATHS, PARKING LOTS, UTILITIES,
LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE CANAL
IMPORTATION FLOODPLAIN AND FLOODWAY. ALL ACTIVITIES WITHIN THE
FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF CHAPTER 10 OF THE FORT
COLLINS MUNICIPAL CODE.
7.CONSTRUCTION OF NEW STRUCTURES, HARD SURFACE PATHS, WALKWAYS,
DRIVEWAYS, WALLS, AND PARKING AREAS IS PROHIBITED IN THE FLOODWAY
UNLESS NO-RISE CONDITIONS ARE MET, PER SECTION 10-45 OF CITY CODE. ANY
CONSTRUCTION ACTIVITIES IN THE REGULATORY FLOODWAY MUST ALSO INCLUDE
A NO-RISE CERTIFICATION PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN
COLORADO.
8.STORAGE OF EQUIPMENT AND MATERIALS (TEMPORARY OR PERMANENT) IS NOT
ALLOWED IN THE FLOODWAY.
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
LEGEND:
PROPOSED GRADE BREAK
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
MATCH LINE - SEE SHEET C 402
C 401GRADING PLAN 14
C 401
C 402
C 403
IT LOOKS LIKE THIS
WALL HAS A DROP OF
MORE THAN 2 FEET IN
SOME PLACES. A
HANDRAIL SHOULD BE
PROVIDED FOR SAFETY.
WHAT ARE THE TOP AND
BOTTOM ELEVATIONS
ALONG THIS WALL?
HANDRAILS SHOULD BE
PROVIDED IF THERE IS A
SIGNIFICANT DROP