HomeMy WebLinkAboutIMPALA REDEVELOPMENT - FDP230001 - SUBMITTAL DOCUMENTS - ROUND 3 - SUPPLEMENTAL INFORMATION (2)XXXXXXXXXXXXXXXXXXXXXXXXXXXXD
D
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTST975085 (NAVD88)5084 (NAVD88)5083 (NAVD88)5082 (NAVD88)FFE=86.02
WEST MULBERRY STREET
5' SIDEWALK6' SIDEWALK6' CONCRETE TRAILDETENTION
POND 2
PROPOSED
STORM DRAIN
EXISTING
BUILDINGS
(TYP.)
PROPOSED 3'
SIDEWALK CULVERT
EXISTING 2'
CONCRETE PAN
EXISTING 15"
STORM DRAIN
EXISTING 36"
STORM DRAIN
EASEMENT
EXCLUSION
PROPOSED RIP-RAP
RUNDOWN
24' PUBLIC ACCESS &
EMERGENCY ACCESS
EASEMENT
EXISTING HEADWALL
& OVERFLOW WEIR(86.82)(8
6
.
5
4
)
PROPOSED
SAWCUT 83.298
5
.
3
5 84.508
5
.
3
5
(82.81)8
5
.
3
5 85.3585.3584.87(84.62)84.
3
3 81.33(0.2%)(4.1%)(1.7%)(0.3%)2.4%(1.0%)
1.3%1.4%(1.4%)(0.9%)PROPOSED
SAWCUT
TIE IN TO EXISTING
5' SIDEWALK
EXISTING VERTICAL
CURB & GUTTER
EXISTING VERTICAL
CURB & GUTTER
OWNER:
VON STROHEIM, ERICH
2310 W MULBERRY ST.
OWNER:
EMPIRE GRANGE 148
2306 W MULBERRY ST.
OWNER:
KEELER, JACK LEE/ GAIL, MARGARET
2302 W MULBERRY ST.
OWNER:
RICKETTS, THERESA A.
2300 W MULBERRY ST.
OWNER:
VILLAGES, LTD.
400 IMPALA CIR.OWNER:
SIKORSKI, MITCHELL ANDREW
2213 W MAGNOLIA CT.
OWNER:
GODING, BRYAN T.
2218 W MULBERRY ST.
OWNER:
VILLAGES, LTD.
400 IMPALA CIR.
CITY OF FORT COLLINS
100-YR FLOODWAY
CITY OF FORT COLLINS
100-YR HIGH-RISK
FLOOD FRINGE
CITY OF FORT COLLINS
100-YR HIGH-RISK
FLOOD FRINGE6' CONCRETE TRAIL8
4
.
5
3 83.635083 (NAVD88)5084 (NAVD88)5085 (NAVD88)X-SEC #2303 - 5085.14' (NAVD88)X-SEC #1983 - 5081.71' (NAVD88)EXISTING VERTICAL
CURB & GUTTER
PROPOSED LANDSCAPE
WALL W/ HANDRAIL
PROPOSED HEADWALL W/
WATER QUALITY PLATE
24' PUBLIC ACCESS &
EMERGENCY
ACCESS EASEMENT
(82.33)(84.69)EXISTING 15' UTILITY
EASEMENT
REC. NO. 20100011476
EXISTING 20' DRAINAGE &
UTILTY EASEMENT
REC. NO. 20100011476
EXISTING 40' ACCESS,
UTILITY, & DRAINAGE EASEMENT
REC. NO. 20100011476
PROPOSED 2'
SIDEWALK CHASE
FOR REFERENCE:
REPLACEMENT OF IRRIGATION LATERAL
BY CITY OF FORT COLLINS PARKS DEPT.
POSSIBLE DURING CONSTRUCTION
CONTRACTOR TO COORDINATE WITH
CITY OF FORT COLLINS
10' CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION
LATERAL EASEMENT
EASEMENT
EXCLUSIONEASEMENT
EXCLUSION
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
MATCH LINE - SEE SHEET C 402
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
C 403GRADING PLAN 19
C 401
C 402
C 403
CONSTRUCTION
SECURITY FENCE
OPEN DRIVE
OPEN DRIVEOPEN DRIVEOPEN DRIVE75'-10"
45'-0"
CONSTRUCTION
SECURITY FENCE
POINT OF SITE ACCESS
20'-5"
SEPERATION BETWEEN HISTORIC
STRUCTURE IN QUESTION AND NEW
CONSTRUCTION TO PROTECT
EXISTING PROPERTY
CONSTRUCTION
SECURITY FENCE
ITEM A: NEW TWO-STORY
RESIDENTIAL BUILDING
ITEM B: NEW DRIVE PAN AND
SIDEWALK TO BE COORDINATED
WITH FORT COLLINS ENGINEERING
AND ROW AUTHORITIES