HomeMy WebLinkAboutH-25 MULTI-FAMILY - FDP210008 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (3)“
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”FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADCOVER SHEETH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC1.0 CJS19059.02_COVER_PROD.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02H-25 MULTI FAMILY DEVELOPMENT
VICINITY MAP
NORTH
SCALE: NTS
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_COVER_PROD.dwg, C1.0 COVER SHEET, 4/6/2021 7:15:28 PM, VGentry, 1:1?
REPLACE WITH UPDATED CITY
SIGNATURE BLOCK (COVER SHEET
ONLY). REMOVE THE SIGNATURE
BLOCKS ALTOGETHER ON THE REST
OF THE PLAN SHEETS.
City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
THIS DOESN'T MATCH THE PLAT
THERE'S ANOTHER
IRRIGATION
COMPANY APPROVAL
ON PLAT, WHY NOT
SHOWING UP HERE?
THE CITY WOULD PREFER THAT THE PROJECT NAME ON THE
UTILITY PLANS MATCH THE PLAT.
THE SCALE OF THE GRADING
PLANS IS PRETTY LARGE. IT
SEEMS LIKE YOU COULD
DECREASE THE SCALE TO
INCLUDE MORE OF THE SITE
PER SHEET AND MINIMIZE
HOW MANY GRADING SHEETS
YOU HAVE. ALSO, IF YOU
KEEP THE SHEETS AT THE
SCALE THEY ARE AT, I
WOULD REQUEST THAT YOU
INCREASE THE FONT SIZE A
BIT OF THE CONTOUR
ELEVATION LABELS AND
SPOT ELEVATIONS IN
PARTICULAR, SO THAT THEY
ARE EASIER TO READ.
The title has
been revised
Comment noted.
the font sizes
have been
increased
This legal has
been updated
per the plat
The correct
irrigation
ownership has
been updated in
both plat and
these plans
The correct sig
block is now
shown and
omitted on all
other sheets
FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADGENERAL CONSTRUCTION NOTESH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC1.1 CJS19059.02_NOTES_PROD.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02“”
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CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_NOTES_PROD.dwg, C1.1 GENERAL CONSTRUCTION NOTES, 4/6/2021 7:15:41 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
REMOVE SIGNATURE
BLOCKS ON SHEETS 2-53
FILL IN THE DRAINAGE REPORT
DETAILS HERE
Added
Omitted
FINAL DEVELOPMENT PLANELECTRIC JUNCTION BOX
EXISTING STORM DRAIN MANHOLE
EXISTING CATCH BASIN
SIGN
POWER POLE
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
BOLLARD
BUSH
EXISTING CURB STOP
FIRE DEPT. CONNECTION
FIBER OPTIC PEDESTAL
GAS METER
GAS MANHOLE
GAS VALVE
GUYWIRE
IRRIGATION VALVE
IRRIGATION BOX
LIGHT POLE
POWER METER
POWER MANHOLE
ELECTRIC PEDESTAL
ROOF DRAIN
SIGNAL POLE
EXISTING SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
TELEPHONE BOX
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
TRANSFORMER
CONIFEROUS TREE
DECIDUOUS TREE
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
WELL
YARD HYDRANT
AC = FINISHED GRADE AT ASPHALT
EXISTING WATER REDUCER
GAS WELL
FOUND CORNER MONUMENT AS NOTED
SET CORNER MONUMENT, REBAR WITH CAP
BENCHMARK
SECTION QUARTER CORNER
SECTION CORNER
LINETYPES ABBREVIATIONS
SYMBOLS
PROPOSED CATCH BASIN
PROPOSED WATER REDUCER
PROPOSED WATER VALVE
PROPOSED FIRE HYDRANT
PROPOSED CURB STOP
PROPOSED SANITARY SEWER MANHOLE
PROPOSED STORM DRAIN MANHOLE
EXISTING MONUMENT BOX
PROPOSED MONUMENT BOX
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
FIBER OPTIC
GAS PIPELINE
OIL PIPELINE
UNDERGROUND POWER
SANITARY SEWER
STORM DRAIN
TELEPHONE
TELEVISION/CABLE
WATER
CONTOUR
OVERHEAD POWER
FENCE - VINYL
FENCE - BARBWIRE
FENCE - WOOD
CURB AND GUTTER
EDGE OF ASPHALT
EDGE OF GRAVEL
FENCE - CHAINLINK/
WOVEN WIRE
EXISTING PROPOSED
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADLEGEND SHEETH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC1.2 CJS19059.02_COVER_PROD.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02DEMO AREA
PROPOSED ASPHALT
PROPOSED CONCRETE
PROPOSED GRAVEL
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
EW = FINISHED GRADE AT EDGE OF WALK
TC = FINISHED GRADE AT TOP BACK OF CURB
BC = FINISHED GRADE AT BUILDING CORNER
TW = FINISHED GRADE AT TOP OF WALL
EA = FINISHED GRADE AT EDGE OF ASPHALT
EC = FINISHED GRADE AT EDGE OF CONCRETE
SDI = STORM DRAIN INLET
SDMH = STORM DRAIN MANHOLE
FL = FINISHED GRADE AT FLOWLINE
FG = FINISHED GRADE
EX = APPROXIMATE EXISTING ELEVATION
POC = POINT ON CURVE
WTR = WATER
PI = POINT OF INTERSECTION
PRC = POINT OF REVERSE CURVE
RT = RIGHT
SS = SANITARY SEWER
PT = POINT OF TANGENCY
SD = STORM DRAIN
GV = GATE VALVE
BFV = BUTTERFLY VALVE
RED = REDUCER
LF = LINEAL FOOT
FT = FEET
SSMH = SANITARY SEWER MANHOLE
BVC = BEGIN VERTICAL CURVE
CS = CURB STOP
EVC = END VERTICAL CURVE
PVI = POINT OF VERTICAL INTERSECTION
KEYNOTE CALL OUT
(SEE KEYNOTE LEGEND)
SRVC = SERVICE
(TYP.) = TYPICAL
PC = POINT OF CURVATURE
GR = EXISTING GRADE AT GROUND
BRK = GRADE BREAK
HP = HIGH POINT
LT = LEFT
CO = SANITARY CLEAN OUT
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_COVER_PROD.dwg, C1.2 LEGEND SHEET, 4/6/2021 7:15:52 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
A LOT OF THE SYMBOLS SHOWN HERE
ARE NOT DEPICTED THE SAME ON THE
PLANS
SOME OF THE LINETYPES SHOWN
HERE ARE NOT DEPICTED THE SAME
ON THE PLANS
These have
been updated
HARMONY ROAD
STRAUSS CABIN ROAD0 50
SCALE: 1" = 50'
1002550
FINAL DEVELOPMENT PLANNORTH
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADEXISTING CONDITIONS AND DEMO PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC2.0 CJS19059.02_EX_SITE_PROD.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_EX_SITE_PROD.dwg, C2.0 EXISTING CONDITIONS AND DEMO PLAN, 4/6/2021 7:16:40 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
?
IF YOU CAN INCLUDE
REMOVAL QUANTITIES
WHERE KNOWN, THAT
WOULD BE HELPFUL
IF YOU CAN INCLUDE
REMOVAL QUANTITIES
WHERE KNOWN, THAT
WOULD BE HELPFUL
PROVIDE MORE
DETAIL IN EASEMENT
DESCRIPTIONS/LABELS
YOU SHOULD BE SHOWING AND
CALLING OUT PAVEMENT REMOVAL
AREAS ON THE PLANS. THIS APPLIES
TO UTILITY TRENCHES, CURB AND
GUTTER REMOVAL, ETC.
More detail has been
added and quantities
provided
More detailed
descriptions have
been added
This easement
has been
removed as it
was drawn in the
wrong location
This easement
will not be
vacated
Quantities have been
provided
BLDG
1
BLDG
2
BLDG
4 BLDG
5
CAR CARE
BIKE RACKS
1
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADSITE AND HORIZONTAL CONTROL PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC3.1 CJS19059.02_HC_PROD.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.020 20
SCALE: 1" = 20'
401020
NORTH
0 100
SCALE: 1" = 100'
20050100
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
PLAN NOTES
1 NEW ASPHALT PAVING
NEW CONCRETE WALK
NEW ACCESSIBILITY RAMP
NEW 4" PAINTED WHITE STRIPE AT 3' O.C. (TYP.)
NEW PAINTED INTERNATIONAL DISABLED SYMBOL (TYP.)
NEW 4" PAINTED WHITE PARKING STRIPE (TYP.)
NEW CONCRETE DRIVE APPROACH PER LCUASS STANDARDS
12" WHITE STOP BAR
STOP SIGN (R1-1)
NEW TRASH PAD AND ENCLOSURE (SEE ARCH. FOR DETAILS)
2
3
4
5
6
7
8
9
10
NEW BIKE RACKS11
POOL AND AMENITY AREA12
TRANSFORMER PAD
PARK SPACE/PLAYGROUND
PEDESTRIAN TRAIL (CRUSHER FINES)
DEAD-END BARRICADE
13
14
15
16
SECONDARY EMERGENCY ACCESS WITH FENCING AND ROLL-OVER CURB17
LANDSCAPE WALL FOR TREE PROTECTION18
NEW CURB AND GUTTER (TYP.)19
DOG PARK WITH BREAKAWAY FENCING20
LANDSCAPE BERMS (TYP.)21
DOGHOUSES WITH FIRE RISER (TYP.)22
LIGHT POLES23
PICNIC TABLES AND CORNHOLE24
PEDESTRIAN HANDICAP RAMPS AND CROSSWALK (TYP.)25
SIDEWALK CHASE AND FLUME (TO MATCH EXISTING WIDTH)26
STANDARD 90 DEGREE PARKING SPACE WITH 2' OVERHANG (TYP.)27
SIDEWALK ANGLED PARKING SPACE WITH 2' OVERHANG (TYP.)28
STANDARD COMPACT PARKING SPACES (TYP.)29
PARALLEL PARKING SPACES (TYP.)30
CRITICAL ROOT ZONE OF TREES TO REMAIN AND BE PROTECTED31
2 FT CONCRETE PAN32
18 IN OUTFLOW CURB AND GUTTER33
18 IN INFLOW CURB AND GUTTER34
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_HC_PROD.dwg, C3.1 SITE AND HORIZONTAL CONTROL PLAN, 4/6/2021 7:17:44 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
PLEASE MOVE OR MASK
TEXT THAT IS OVERLAPPING
LINEWORK, SO IT IS LEGIBLE
WHAT IS THIS
LINEWORK?
SOME LINEWORK IN THIS AREA SEEMS TO
BE DUPLICATED AND SLIGHTLY SHIFTED
SO THAT IT DOESN'T ALIGN. MAKE SURE
YOU ARE SHOWING ONLY ONE SET OF
LINEWORK, SYMBOLS, ETC.
THIS LOOKS LIKE AN EXISTING SIGN IN
THE WALK AND THEY ARE ALL FACING
THE WRONG DIRECTION IT APPEARS.
PLEASE SHOW THESE ACCURATELY (AT
LEAST THE LOCATION. DIRECTION IS
LESS IMPORTANT)
ERRANT CALL OUTS?
IT WOULD BE NICE TO HAVE THE SIDEWALK
WIDTHS DIFFERENTIATED ON THIS PLAN
THE WAY THE LIGHT POLE SYMBOLS ARE SHOWN LOOKS LIKE THEY
ARE IN THE CURB AND GUTTER OR SIDEWALK IN MOST LOCATIONS.
I ASSUME THIS ISN'T THE CASE. MAYBE THEY CAN BE DEPICTED
DIFFERENTLY ON THE PLAN TO REPRESENT WHERE THE ACTUAL
POLE WILL BE LOCATED. THE FIXTURE OR HEAD ITSELF PROBABLY
SHOULDN'T BE SHOWN.
WHAT CURB AND
GUTTER TYPE IS
PROPOSED IN THIS
AREA?
YOU SHOW TWO DIFFERENT CURB AND GUTTER TYPES ALONG THIS
STRETCH, BUT HAVE NO INFORMATION ON WHERE OR HOW THE
TRANSITION BETWEEN THEM IS OCCURRING. TYPICALLY, THE CURB AND
GUTTER TYPES ARE DRAWN TO SCALE TO ACCURATELY REPRESENT EACH
TYPE, BUT IT LOOKS LIKE YOU ARE DRAWING ALL THE CURB AND GUTTER
THE SAME AND SPECIFYING THE DIFFERENCES WITH THE CALLOUTS ALONE.
?
IS 3.5' (ACCOUNTING FOR
VEHICLE BUMPER OVERHANG)
WIDE ENOUGH FOR YOUR
INTERNAL WALKS TO MEET
ADA STANDARDS? I BELIEVE
IT IS, BUT JUST WANT TO
MAKE SURE YOU ARE
CONFIRMING THAT
MAKE SURE THAT
PROPOSED SIGNS, GATES,
ETC. ADJACENT TO
PUBLIC WALK ARE SET
BACK A MINIMUM OF 2'.
A NOTE TO THAT AFFECT
ON THE PLANS MAY BE
A GOOD IDEA TOO, TO
MAKE SURE THE
CONTRACTOR IS AWARE
YOU SHOULD MAKE SURE YOU ARE PROVIDING
A 2' MIN. SETBACK FROM ANY ABOVE GRADE
IMPROVEMENTS LIKE THIS TRANSFORMER OR
BIKE RACK, TO BACK OF WALK. ESPECIALLY
HERE WHERE YOU HAVE ADJACENT PARKING
WITH VEHICLE OVERHANG
THERE ARE TWO DIFFERENT SW
CULVERT DETAILS IN THE DETAIL
SHEETS, BUT YOU ONLY INDICATE
ONE TYPE OF SW CULVERT WITH
THIS LEGEND. IF YOU ARE
UTILIZING DIFFERENT TYPES,
SPECIFY BETWEEN THEM ON THE
PLANS SO IT'S CLEAR WHICH TYPE
GOES WHERE.
This line has been
omittedThere is only 1 exist. yield sign.
the other symbols have been
omitted
This has been cleaned up
Addressed
Addressed
Yes. They have
been omitted
Yes. overhang
has been
considered and
leaves the
required ADA
clear path
This is outflow
curb and now
labeled
All C/G is proposed to be 18"
vertical curb where inflow and
outflow have the same
horizontal dimensioning per
detail on sheet C8.3.
Transitions to be 5' where a
keynote no. 33 has been
added centered on the
transition. The keynote has
been updated stating such.
Adjusted
2' setback has been
provided where
possible. Bike rack pads
will be poured up to the
SW but sufficient
setback to bikes will be
provided
Adjusted
SW dims have
been added to
plan
There are 2 types, inflow
culvert along harmony
(detached) and the other
type (attached) internal to
the site. The keynote has
been amended accordingly
These
symbols
have been
revised
and
location
adjusted
BLDG
3
BLDG
6
CAR CARE
CENTER
CAR CARE
BIKE RACKS
2
FINAL DEVELOPMENT PLANNORTH
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADSITE AND HORIZONTAL CONTROL PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC3.2 CJS19059.02_HC_PROD.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.020 20
SCALE: 1" = 20'
401020
NORTH
0 100
SCALE: 1" = 100'
20050100
PLAN NOTES
1 NEW ASPHALT PAVING
NEW CONCRETE WALK
NEW ACCESSIBILITY RAMP
NEW 4" PAINTED WHITE STRIPE AT 3' O.C. (TYP.)
NEW PAINTED INTERNATIONAL DISABLED SYMBOL (TYP.)
NEW 4" PAINTED WHITE PARKING STRIPE (TYP.)
NEW CONCRETE DRIVE APPROACH PER LCUASS STANDARDS
12" WHITE STOP BAR
STOP SIGN (R1-1)
NEW TRASH PAD AND ENCLOSURE (SEE ARCH. FOR DETAILS)
2
3
4
5
6
7
8
9
10
NEW BIKE RACKS11
POOL AND AMENITY AREA12
TRANSFORMER PAD
PARK SPACE/PLAYGROUND
PEDESTRIAN TRAIL (CRUSHER FINES)
DEAD-END BARRICADE
13
14
15
16
SECONDARY EMERGENCY ACCESS WITH FENCING AND ROLL-OVER CURB17
LANDSCAPE WALL FOR TREE PROTECTION18
NEW CURB AND GUTTER (TYP.)19
DOG PARK WITH BREAKAWAY FENCING20
LANDSCAPE BERMS (TYP.)21
DOGHOUSES WITH FIRE RISER (TYP.)22
LIGHT POLES23
PICNIC TABLES AND CORNHOLE24
PEDESTRIAN HANDICAP RAMPS AND CROSSWALK (TYP.)25
SIDEWALK CHASE AND FLUME (TO MATCH EXISTING WIDTH)26
STANDARD 90 DEGREE PARKING SPACE WITH 2' OVERHANG (TYP.)27
SIDEWALK ANGLED PARKING SPACE WITH 2' OVERHANG (TYP.)28
STANDARD COMPACT PARKING SPACES (TYP.)29
PARALLEL PARKING SPACES (TYP.)30
CRITICAL ROOT ZONE OF TREES TO REMAIN AND BE PROTECTED31
2 FT CONCRETE PAN32
18 IN OUTFLOW CURB AND GUTTER33
18 IN INFLOW CURB AND GUTTER34
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_HC_PROD.dwg, C3.2 SITE AND HORIZONTAL CONTROL PLAN, 4/6/2021 7:17:54 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
SEE SETBACK
COMMENTS
ON PREVIOUS
SHEET
SETBACKS
MAKE SURE THERE IS
ADEQUATE ROOM FOR THE
BIKES AND VEHICLE CAR
DOORS OPENING IN THE
ADJACENT PARKING SPOT
WHAT IS THIS
DASHED LINEWORK?
Adjusted
See response on
previous sheet
Omitted
Noted
These are
set back 2'
from SW
BLDG
10
BLDG
9
BLDG
11
CAR CARE
BIKE RACKS
3
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADSITE AND HORIZONTAL CONTROL PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC3.3 CJS19059.02_HC_PROD.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.020 20
SCALE: 1" = 20'
401020
NORTH
0 100
SCALE: 1" = 100'
20050100
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
PLAN NOTES
1 NEW ASPHALT PAVING
NEW CONCRETE WALK
NEW ACCESSIBILITY RAMP
NEW 4" PAINTED WHITE STRIPE AT 3' O.C. (TYP.)
NEW PAINTED INTERNATIONAL DISABLED SYMBOL (TYP.)
NEW 4" PAINTED WHITE PARKING STRIPE (TYP.)
NEW CONCRETE DRIVE APPROACH PER LCUASS STANDARDS
12" WHITE STOP BAR
STOP SIGN (R1-1)
NEW TRASH PAD AND ENCLOSURE (SEE ARCH. FOR DETAILS)
2
3
4
5
6
7
8
9
10
NEW BIKE RACKS11
POOL AND AMENITY AREA12
TRANSFORMER PAD
PARK SPACE/PLAYGROUND
PEDESTRIAN TRAIL (CRUSHER FINES)
DEAD-END BARRICADE
13
14
15
16
SECONDARY EMERGENCY ACCESS WITH FENCING AND ROLL-OVER CURB17
LANDSCAPE WALL FOR TREE PROTECTION18
NEW CURB AND GUTTER (TYP.)19
DOG PARK WITH BREAKAWAY FENCING20
LANDSCAPE BERMS (TYP.)21
DOGHOUSES WITH FIRE RISER (TYP.)22
LIGHT POLES23
PICNIC TABLES AND CORNHOLE24
PEDESTRIAN HANDICAP RAMPS AND CROSSWALK (TYP.)25
SIDEWALK CHASE AND FLUME (TO MATCH EXISTING WIDTH)26
STANDARD 90 DEGREE PARKING SPACE WITH 2' OVERHANG (TYP.)27
SIDEWALK ANGLED PARKING SPACE WITH 2' OVERHANG (TYP.)28
STANDARD COMPACT PARKING SPACES (TYP.)29
PARALLEL PARKING SPACES (TYP.)30
CRITICAL ROOT ZONE OF TREES TO REMAIN AND BE PROTECTED31
2 FT CONCRETE PAN32
18 IN OUTFLOW CURB AND GUTTER33
18 IN INFLOW CURB AND GUTTER34
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_HC_PROD.dwg, C3.3 SITE AND HORIZONTAL CONTROL PLAN, 4/6/2021 7:18:04 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
SOME OF THE LINEWORK ALONG
STRAUSS CABIN DOESN'T LOOK
RIGHT. NOT SURE IF THERE ARE
MULTIPLE LAYERS ON THAT ARE
SHIFTED AND SOME SHOULD NOT BE
SHOWING UP?
SETBACK
THE TRASH ENCLOSURE
LOOKS PRETTY TIGHT TO
THE ADJACENT PARKING.
POSSIBLE CONFLICT
WITH THE ENCLOSURE
DOOR AND VEHICLE
DOOR?
SETBACKS
THIS IS AN ODD LOOKING
RAMP CONFIGURATION.
WILL IT STILL MEET ALL
ADA STANDARDS? IT MAY
NEED TO BE SHIFTED OVER
OR ANGLED TO WORK?
THESE ARE ODD LOOKING
RAMP CONFIGURATIONS.
WILL THEY STILL MEET
ALL ADA STANDARDS?
THEY MAY NEED TO BE
SHIFTED OVER (NORTH)
SETBACKS
THIS TRANSFORMER LOCATION
MAY NEED TO BE REVISED IF THE
FUTURE EASEMENTS FOR THE
ACCESS CONNECTION TO THE
SOUTH IS WIDENED.
WE WILL NEED TO ENSURE THAT THE
CURRENT DESIGN WILL ALLOW FOR
FUTURE ADJACENT DEVELOPMENT TO
CONNECT TO WALKS AND OTHER
INFRASTRUCTURE
WHERE DO THE
WALKS TRANSITION
FROM CRUSHER
FINE TO CONCRETE?
Adjusted where possible.
See response on Sheet
C3.1
This enclosure was
shifted south a bit to
accommodate
This ramp has been
omitted as it is not part
of an accessible route
This linework has been
cleaned up
Sidewalks are now
concrete though-out
with no more crusher
fine trails proposed
Adjusted
Adjusted where possible.
See response on Sheet
C3.1
These are flared on one
side and tapered curb on
the other. These have
been graded to meet
ADA standards All transformers have
been moved outside of
easements
Noted
BLDG
12
BLDG
7
BLDG
8
CAR CARE
BIKE RACKS
4
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADSITE AND HORIZONTAL CONTROL PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC3.4 CJS19059.02_HC_PROD.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.020 20
SCALE: 1" = 20'
401020
NORTH
0 100
SCALE: 1" = 100'
20050100
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
PLAN NOTES
1 NEW ASPHALT PAVING
NEW CONCRETE WALK
NEW ACCESSIBILITY RAMP
NEW 4" PAINTED WHITE STRIPE AT 3' O.C. (TYP.)
NEW PAINTED INTERNATIONAL DISABLED SYMBOL (TYP.)
NEW 4" PAINTED WHITE PARKING STRIPE (TYP.)
NEW CONCRETE DRIVE APPROACH PER LCUASS STANDARDS
12" WHITE STOP BAR
STOP SIGN (R1-1)
NEW TRASH PAD AND ENCLOSURE (SEE ARCH. FOR DETAILS)
2
3
4
5
6
7
8
9
10
NEW BIKE RACKS11
POOL AND AMENITY AREA12
TRANSFORMER PAD
PARK SPACE/PLAYGROUND
PEDESTRIAN TRAIL (CRUSHER FINES)
DEAD-END BARRICADE
13
14
15
16
SECONDARY EMERGENCY ACCESS WITH FENCING AND ROLL-OVER CURB17
LANDSCAPE WALL FOR TREE PROTECTION18
NEW CURB AND GUTTER (TYP.)19
DOG PARK WITH BREAKAWAY FENCING20
LANDSCAPE BERMS (TYP.)21
DOGHOUSES WITH FIRE RISER (TYP.)22
LIGHT POLES23
PICNIC TABLES AND CORNHOLE24
PEDESTRIAN HANDICAP RAMPS AND CROSSWALK (TYP.)25
SIDEWALK CHASE AND FLUME (TO MATCH EXISTING WIDTH)26
STANDARD 90 DEGREE PARKING SPACE WITH 2' OVERHANG (TYP.)27
SIDEWALK ANGLED PARKING SPACE WITH 2' OVERHANG (TYP.)28
STANDARD COMPACT PARKING SPACES (TYP.)29
PARALLEL PARKING SPACES (TYP.)30
CRITICAL ROOT ZONE OF TREES TO REMAIN AND BE PROTECTED31
2 FT CONCRETE PAN32
18 IN OUTFLOW CURB AND GUTTER33
18 IN INFLOW CURB AND GUTTER34
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_HC_PROD.dwg, C3.4 SITE AND HORIZONTAL CONTROL PLAN, 4/6/2021 7:18:14 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
WHERE DOES THE
CRUSHER FINE PATH
AND CONCRETE
SIDEWALK END/BEGIN?
WHAT IS THIS?
THE LIGHT POLE LOCATION MAY
NEED TO BE REVISED IF THE
FUTURE EASEMENTS FOR THE
ACCESS CONNECTION TO THE
EAST IS WIDENED.
WE WILL NEED EASEMENT(S)
EXTENDED TO THE PROPERTY LINE
THAT ALLOW FOR FUTURE ADJACENT
DEVELOPMENT TO CONNECT TO
WALKS AND OTHER INFRASTRUCTURE
This is an existing
wetland boundary and is
now labeled
Easements have been
widened and extended to
the east property line
See setback/bike rack
response on Sheet C3.1
Sidewalks are now
concrete though-out
with no more crusher
fine trails proposed
Noted
BLDG
1
BLDG
2 BLDG
3
BLDG
6
BLDG
12
BLDG
10
BLDG
7
BLDG
9
BLDG
4
BLDG
11
BLDG
5
BLDG
8
CAR CARE
CENTER
0 50
SCALE: 1" = 50'
1002550
FINAL DEVELOPMENT PLANNORTH
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADOVERALL GRADING PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC4.0 CJS19059.02_GRAD_PROD.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
AREA TO BE GRADED: ±537,156 SF OR ±12.331 ACRES
FLOODWAY REGULATIONS NOTES:
1. NO FILL IN THE FLOODWAY UNLESS A HYDRAULIC ANALYSIS SHOWS “NO-RISE”.
2. NO MANUFACTURED HOMES, EXCEPT IN AN EXISTING PARK, CAN BE PLACED IN THE FLOODWAY.
3. NO CHANGING A NONCONFORMING NON-RESIDENTIAL OR MIXED USE STRUCTURE TO A RESIDENTIAL
STRUCTURE.
4. LANDSCAPING MEETS REQUIREMENTS FOR NO ENCROACHMENT IN THE FLOODWAY WITHOUTA HYDRAULIC
ANALYSISTOSHOW“NO-RISE”.
5. NO STORAGE OF MATERIALS OR EQUIPMENT.
NATURAL HABITAT BUFFER ZONE
FOUNDATION ELEVATION NOTE:
THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION
FROM TEH 100-YEAR STORM.P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD.dwg, C4.0 OVERALL GRADING PLAN, 4/6/2021 7:19:58 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
BLDG
1
CAR CARE
BIKE RACKS
1
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC4.1 CJS19059.02_GRAD_PROD-2.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.020 10
SCALE: 1" = 10'
20510
NORTH
0 100
SCALE: 1" = 100'
20050100
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-2.dwg, C4.1 GRADING PLAN, 4/6/2021 8:30:11 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
THE CONTOURS ARE A BIT
ROUGH HERE. MAKE SURE
THEY ARE MATCHING
WHAT YOU SHOW FOR
THE BERMING
Noted. Berms have
been graded in
BLDG
2
CAR CARE
BIKE RACKS
2
FINAL DEVELOPMENT PLANNORTH
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC4.2 CJS19059.02_GRAD_PROD-2.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.020 10
SCALE: 1" = 10'
20510
NORTH
0 100
SCALE: 1" = 100'
20050100
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-2.dwg, C4.2 GRADING PLAN, 4/6/2021 8:30:44 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
SHOW SPOT ELEVATIONS
FOR THE SW CULVERTS. I'M
NOT SURE IF RUNOFF
COULD ENTER THE SITE
FROM THE ROADWAY IN
LARGER STORM EVENTS
WE TYPICALLY LOOK FOR A 2'
WIDE BENCH GRADED AT 2%
ADJACENT TO THE BACK OF
WALK, RATHER THAN
TRANSITIONING DIRECTLY INTO
A STEEP SLOPE SUCH AS 4:1
This bench has been
graded in.
Spot grades have
been added. The
proposed chases are
intended to match
existing conditions to
the extent possible
BLDG
3
CAR CARE
BIKE RACKS
3
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC4.3 CJS19059.02_GRAD_PROD-2.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.020 10
SCALE: 1" = 10'
20510
NORTH
0 100
SCALE: 1" = 100'
20050100
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.MATCHLINE-SEE SHEET C4.17CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-2.dwg, C4.3 GRADING PLAN, 4/6/2021 8:31:15 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
BLDG
4
CAR CARE
BIKE RACKS
4
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC4.4 CJS19059.02_GRAD_PROD-2.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.020 10
SCALE: 1" = 10'
20510
NORTH
0 100
SCALE: 1" = 100'
20050100
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-2.dwg, C4.4 GRADING PLAN, 4/6/2021 8:31:51 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
BLDG
5
CAR CARE
BIKE RACKS
5
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC4.5 CJS19059.02_GRAD_PROD-2.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.020 10
SCALE: 1" = 10'
20510
NORTH
0 100
SCALE: 1" = 100'
20050100
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-2.dwg, C4.5 GRADING PLAN, 4/6/2021 8:32:30 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
BLDG
6
CAR CARE
CENTER
CAR CARE
BIKE RACKS
6
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC4.6 CJS19059.02_GRAD_PROD-3.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.020 10
SCALE: 1" = 10'
20510
NORTH
0 100
SCALE: 1" = 100'
20050100
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-3.dwg, C4.6 GRADING PLAN, 4/6/2021 8:34:51 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
CAR CARE
BIKE RACKS
7
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC4.7 CJS19059.02_GRAD_PROD-3.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.020 10
SCALE: 1" = 10'
20510
NORTH
0 100
SCALE: 1" = 100'
20050100
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-3.dwg, C4.7 GRADING PLAN, 4/6/2021 8:35:04 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
CAR CARE
BIKE RACKS
8
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC4.8 CJS19059.02_GRAD_PROD-3.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.020 10
SCALE: 1" = 10'
20510
NORTH
0 100
SCALE: 1" = 100'
20050100
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-3.dwg, C4.8 GRADING PLAN, 4/6/2021 8:35:19 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
BLDG
9
CAR CARE
BIKE RACKS
9
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC4.9 CJS19059.02_GRAD_PROD-3.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.020 10
SCALE: 1" = 10'
20510
NORTH
0 100
SCALE: 1" = 100'
20050100
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-3.dwg, C4.9 GRADING PLAN, 4/6/2021 8:35:34 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
BLDG
7
BLDG
8
CAR CARE
BIKE RACKS
10
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC4.10 CJS19059.02_GRAD_PROD-3.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.020 10
SCALE: 1" = 10'
20510
NORTH
0 100
SCALE: 1" = 100'
20050100
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-3.dwg, C4.10 GRADING PLAN, 4/6/2021 8:35:49 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
BLDG
7
CAR CARE
BIKE RACKS
11
16 16 17
17
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC4.11 CJS19059.02_GRAD_PROD-4.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.020 10
SCALE: 1" = 10'
20510
NORTH
0 100
SCALE: 1" = 100'
20050100
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-4.dwg, C4.11 GRADING PLAN, 4/6/2021 8:39:01 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
BLDG
10
CAR CARE
BIKE RACKS
12
16 16 17
17
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC4.12 CJS19059.02_GRAD_PROD-4.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.020 10
SCALE: 1" = 10'
20510
NORTH
0 100
SCALE: 1" = 100'
20050100
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-4.dwg, C4.12 GRADING PLAN, 4/6/2021 8:39:52 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
PLEASE PROVIDE SPOT
ELEVATION FOR
PEDESTRIAN RAMPS PER
FIGURE 8-20.1 (I'VE
INCLUDED A COPY OF THE
FIGURE WITH THESE
SUBMITTAL REDLINES)Spots have been
added, accordingly
BLDG
11
CAR CARE
BIKE RACKS
13
16 16 17
17
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC4.13 CJS19059.02_GRAD_PROD-4.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.020 10
SCALE: 1" = 10'
20510
NORTH
0 100
SCALE: 1" = 100'
20050100
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-4.dwg, C4.13 GRADING PLAN, 4/6/2021 8:40:42 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
BLDG
12
CAR CARE
BIKE RACKS
14
16 16 17
17
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC4.14 CJS19059.02_GRAD_PROD-4.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.020 10
SCALE: 1" = 10'
20510
NORTH
0 100
SCALE: 1" = 100'
20050100
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-4.dwg, C4.14 GRADING PLAN, 4/6/2021 8:41:32 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
CAR CARE
BIKE RACKS
15
16 16 17
17
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC4.15 CJS19059.02_GRAD_PROD-4.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.020 10
SCALE: 1" = 10'
20510
NORTH
0 100
SCALE: 1" = 100'
20050100
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-4.dwg, C4.15 GRADING PLAN, 4/6/2021 8:42:22 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
THERE ARE NO DETAILS OR YOU
AREN'T SHOWING THE
VAULTS/JUNCTION
STRUCTURES FOR THE STORM
ON THESE PLANS.
Inlet structures and junction manholes have
been revised to show correctly in plan and
profile views and to sufficiently accommodate
pipe intersections and sizes. Type 13 inlets
will be implemented when inline with valley
pans and combo inlets along vertical curb and
gutter. Details and structure sizing schedule
are also provided in the construction details.
CAR CARE
BIKE RACKS
16 16 17
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC4.16 CJS19059.02_GRAD_PROD-4.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.020 10
SCALE: 1" = 10'
20510
NORTH
0 100
SCALE: 1" = 100'
20050100
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.MATCHLINE-SEE THIS SHEETMATCHLINE-SEE SHEET C4.17MATCHLINE-SEE THIS SHEETCITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-4.dwg, C4.16 GRADING PLAN, 4/6/2021 8:43:25 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
CAR CARE
BIKE RACKS
17
17
FINAL DEVELOPMENT PLANNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC4.17 CJS19059.02_GRAD_PROD-4.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.020 10
SCALE: 1" = 10'
20510
NORTH
0 100
SCALE: 1" = 100'
20050100
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.MATCHLINE-SEE SHEET C4.16MATCHLINE-SEE SHEET C4.3CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-4.dwg, C4.17 GRADING PLAN, 4/6/2021 8:45:50 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
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CAR CARE
CENTER
EX FIBER OPTIC VAULT
EX 24" RCP
INV=4845.5EX ELECTRICAL CABINET
EX DRAIN CHASE
EX DRAIN CHASE
FIBER OPTIC VAULT
0 50
SCALE:
1:50_XREF
1002550
FINAL DEVELOPMENT PLANNORTH
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADOVERALL UTILITY PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC5.0 CJS19059.02_UTIL_PROD.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
UTILITY NOTES:
1. ALL DRIVE AISLES CONTAIN A UTILITY EASEMENT, SEE PLAT FOR DETAILS.
2. ALL WATER MUST BE CONSTRUCTED PER CURRENT FORT COLLINS-LOVELAND WATER DISTRICT (FCLWD)
SPECIFICATIONS.
3. ALL SEWER MUST BE CONSTRUCTED PER CURRENT SOUTH FORT COLLINS SANITATION DISTRICT
SPECIFICATIONS.
4. BUILDINGS 1-12 REQUIRE 1 1/2 INCH METER. PIPE ON BUILDING SIDE OF METER WILL BE UP-SIZED TO
2-INCH DIAMETER 5 FEET BUILDING SIDE OF THE METER VAULT.
5. SANITARY SEWER SERVICES TO BUILDINGS ARE 6-INCH DIAMETER AT 1% MINIMUM WITH A CLEAN-OUT
LOCATED 5-FEET OUTSIDE THE BUILDING FOOTPRINT.
6. SEE PLUMBING PLANS FOR EXACT LOCATIONS OF WHERE SERVICES LEAVE THE BUILDING FOOTPRINTS.P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_UTIL_PROD.dwg, C5.0 OVERALL UTILITY PLAN, 4/6/2021 7:40:51 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
POINTING TO
WRONG
MANHOLE?
IF THE PLAT IS GOING TO SHOW THIS
CORRECTLY, THEN I DON'T THINK YOU NEED
TO POINT IT OUT HERE NECESSARILY
I THINK IT WOULD BE BEST IF ANYTHING
THAT IS BEING REFERENCED IN THE SITE
PLAN, BE INCLUDED IN THE UTILITY PLANS.
WE DON'T WANT THE CONTRACTOR TO HAVE
TO REFER TO MULTIPLE PLANS TO FIGURE
OUT WHERE TO PLACE IMPROVEMENTS
WILL THERE BE CLEANOUTS
AT THE ENDS OF SERVICE
STUBS? WHERE POSSIBLE,
YOU MAY TRY TO LOCATE THE
END OF SERVICE STUBS OUT
FROM UNDER SIDEWALKS
THE EX. DRAIN CHASES ARE CALLED
OUT TO BE REMOVED, SO YOU
SHOULDN'T BE SHOWING THEM ON THE
PROPOSED IMPROVEMENT SHEETS
ACUTE ANGLES IN SEWER
LINES AREN'T TYPICALLY
ALLOWED/DESIRED. VERIFY
THAT THE DISTRICT IS OKAY
WITH THIS ALIGNMENT
YOU NEED TO CROSS-CHECK
AGAINST THE PLAT AND
MAKE SURE YOU ARE
LABELING/CALLING OUT
ALL EASEMENTS
CORRECTLY
YOU SHOULD BE SHOWING
AND CALLING OUT ALL
EASEMENTS ON ALL PLANS
DO THE DISTRICTS (FCLWD AND SFCSD)
ONLY REQUIRE THEIR SIGNATURE BLOCKS
ON THE UTILITY PLAN COVER SHEET, OR
SHOULD THEY BE ON EACH APPLICABLE
UTILITY PLAN SHEET AS WELL?
Existing chase labels
have been removed
and chase lines now
shown as proposed
This label has been
modified to say "Stub"
Noted and adjusted
Easements have been
labeled, accordingly
Noted and labeled per
cross-check to plat Adjusted
They only require it on
the cover sheet
Noted. transformers
are now all labeled on
this sheet
This manhole has been
relocated to remove the
acute angle
Revised
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2 BLDG
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CAR CARE
BIKE RACKS
FINAL DEVELOPMENT PLANNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADSANITARY SEWER PLAN AND PROFILEH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC5.1 CJS19059.02_SAN_STREET_A.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.0230 15 0 30 60
SANITARY LINE A PLAN VIEW
SANITARY LINE A PROFILE VIEW
HORIZONTAL SCALE:1" = 30'
VERTICAL SCALE: 1"=5'
UTILITY NOTES:
1. ALL DRIVE AISLES CONTAIN A UTILITY EASEMENT, SEE ALL SEWER MUST BE
CONSTRUCTED PER SFCSD CURRENT CONSTRUCTION SPECIFICATIONS.
2. ALL PIPE MEASUREMENTS ARE FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_SAN_STREET_A.dwg, C5.1 SANITARY SEWER PLAN AND PROFILE, 4/6/2021 8:50:28 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
BLDG1BLDG9BLDG4BLDG
1
2 BLDG
3
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6
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12
BLDG
10
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7
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9
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4
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11
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5
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8
CAR CARE
BIKE RACKS
30 15 0 30 60
FINAL DEVELOPMENT PLANNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADSANITARY SEWER PLAN AND PROFILEH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC5.2 CJS19059.02_SAN_STREET_A.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02SANITARY LINE B PLAN VIEW
SANITARY LINE B PROFILE VIEW
HORIZONTAL SCALE:1" = 30'
VERTICAL SCALE: 1"=5'
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
UTILITY NOTES:
1. ALL DRIVE AISLES CONTAIN A UTILITY EASEMENT, SEE ALL SEWER MUST BE
CONSTRUCTED PER SFCSD CURRENT CONSTRUCTION SPECIFICATIONS.
2. ALL PIPE MEASUREMENTS ARE FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_SAN_STREET_A.dwg, C5.2 SANITARY SEWER PLAN AND PROFILE, 4/6/2021 8:50:55 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
BLDG2BLDG6BLDGBLDG5BLDG8BLDG
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3
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CAR CARE
BIKE RACKS
30 15 0 30 60
FINAL DEVELOPMENT PLANNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADSANITARY SEWER PLAN AND PROFILEH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC5.3 CJS19059.02_SAN_STREET_A.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02SANITARY LINE C PLAN VIEW
SANITARY LINE C PROFILE VIEW
HORIZONTAL SCALE:1" = 30'
VERTICAL SCALE: 1"=5'
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
UTILITY NOTES:
1. ALL DRIVE AISLES CONTAIN A UTILITY EASEMENT, SEE ALL SEWER MUST BE
CONSTRUCTED PER SFCSD CURRENT CONSTRUCTION SPECIFICATIONS.
2. ALL PIPE MEASUREMENTS ARE FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_SAN_STREET_A.dwg, C5.3 SANITARY SEWER PLAN AND PROFILE, 4/6/2021 8:51:20 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
IS THERE A LAYER
TURNED OFF THAT
SHOULD SHOW THE
WATERLINE AND
INFORMATION?
Yes. a layer did not plot.
These have been turned
back on.
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3
CAR CARE
CENTER
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3
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BIKE RACKS
30 15 0 30 60
FINAL DEVELOPMENT PLANNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADSANITARY SEWER PLAN AND PROFILEH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC5.4 CJS19059.02_SAN_STREET_A.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02SANITARY LINE D PLAN VIEW
SANITARY LINE D PROFILE VIEW
HORIZONTAL SCALE:1" = 30'
VERTICAL SCALE: 1"=5'
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
UTILITY NOTES:
1. ALL DRIVE AISLES CONTAIN A UTILITY EASEMENT, SEE ALL SEWER MUST BE
CONSTRUCTED PER SFCSD CURRENT CONSTRUCTION SPECIFICATIONS.
2. ALL PIPE MEASUREMENTS ARE FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_SAN_STREET_A.dwg, C5.4 SANITARY SEWER PLAN AND PROFILE, 4/6/2021 8:51:45 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
BLDG11BLDG5BLDG
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CAR CARE
BIKE RACKS
FINAL DEVELOPMENT PLANNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADSTORM DRAIN PLAN AND PROFILEH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC5.5 CJS19059.02_STORM_STREET_A.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.0230 15 0 30 60
STORM DRAIN C PLAN VIEW
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
HORIZONTAL SCALE:1" = 30'
VERTICAL SCALE: 1"=5'
STORM DRAIN C PROFILE VIEW
HORIZONTAL SCALE:1" = 30'
VERTICAL SCALE: 1"=5'
STORM DRAIN C PROFILE VIEW
STORM DRAIN C PLAN VIEW
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_STORM_STREET_A.dwg, STORM DRAIN C, 4/6/2021 7:46:29 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
DOES THE CURB AND
GUTTER AT THE END OF
THIS ISLAND NEED TO BE
SHAPED DIFFERENTLY TO
MATCH THE INLET SHAPE?
This island has been modified to
accommodate the inlet
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CAR CARE
BIKE RACKS
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30 15 0
HORIZONTAL SCALE:1" = 30'
30 60
VERTICAL SCALE: 1"=5'
STORM DRAIN A PLAN VIEW
STORM DRAIN A PROFILE VIEW FINAL DEVELOPMENT PLANNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADSTORM DRAIN PLAN AND PROFILEH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC5.6 CJS19059.02_STORM_STREET_A.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_STORM_STREET_A.dwg, C5.5 STORM DRAIN A, 4/6/2021 7:46:43 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
NOT SURE IF THIS INLET
CAN FIT HERE AND NOT
CONFLICT WITH THE
PEDESTRIAN RAMP
THERE IS A LOT OF TEXT
THAT IS NOT LEGIBLE ON
THE STORM SHEETS.
MAKE SURE TEXT IS NOT
COVERED BY LINEWORK,
OTHER TEXT, ETC.WILL THE ACUTE
ANGLE BE ALLOWED
BY CITY UTILITIES?
COVER
CONCERNS
This inlet has been
relocated to the east as a
Type 13 in the valley pan
and acute angle reduced
Adjusted
Minimum 2' of cover will be
achieved through here
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CAR CARE
BIKE RACKS
BLDG430 15 0
HORIZONTAL SCALE:1" = 30'
30 60
VERTICAL SCALE: 1"=5'
STORM DRAIN B PLAN VIEW
STORM DRAIN B PROFILE VIEW FINAL DEVELOPMENT PLANNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADSTORM DRAIN PLAN AND PROFILEH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC5.7 CJS19059.02_STORM_STREET_A.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_STORM_STREET_A.dwg, C5.6 STORM DRAIN, 4/6/2021 7:46:58 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
YOU HAVE A LOT OF INLETS THAT
ARE PROPOSED ON CURVES. HOW
WILL THESE WORK WITH THE
CURB AND GUTTER?
NO ENCASEMENT
OR ANYTHING
REQUIRED?
I DON'T THINK YOU HAVE
ADEQUATE COVER IN
SEVERAL LOCATIONS
Area has been regraded to
achieve a minimum 2' of
cover
All inlets have been
relocated out of curves
There is now 1.5'
separation here
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8
CAR CARE
BIKE RACKS
BLDG7CAR CARE
CENTER
30 15 0
HORIZONTAL SCALE:1" = 30'
30 60
VERTICAL SCALE: 1"=5'
STORM DRAIN G PLAN VIEW
STORM DRAIN E PROFILE VIEW FINAL DEVELOPMENT PLANNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADSTORM DRAIN PLAN AND PROFILEH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC5.8 CJS19059.02_STORM_STREET_A.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02HORIZONTAL SCALE:1" = 30'
VERTICAL SCALE: 1"=5'
STORM DRAIN G PROFILE VIEW
STORM DRAIN E PLAN VIEW
NORTH
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_STORM_STREET_A.dwg, C5.8 STORM DRAIN E & G, 4/6/2021 7:47:09 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
GRAPHICALLY, AT
LEAST ONE OF THESE
PIPES DOESN'T LOOK
LIKE IT WOULD FIT IN
THE INLET BOX. WILL
THIS DESIGN WORK?
Inlets are now shown to
correct scale
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CAR CARE
BIKE RACKS
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5
30 15 0
HORIZONTAL SCALE:1" = 30'
30 60
VERTICAL SCALE: 1"=5'
STORM DRAIN F PLAN VIEW
STORM DRAIN F PROFILE VIEW FINAL DEVELOPMENT PLANNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADSTORM DRAIN PLAN AND PROFILEH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC5.9 CJS19059.02_STORM_STREET_A.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_STORM_STREET_A.dwg, C5.9 STORM DRAIN F, 4/6/2021 7:47:23 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
COVER CONCERNS
DOES THIS PHYSICALLY
WORK?
I HAVEN'T REVIEWED THE
DRAINAGE REPORT YET, BUT HOW
ARE YOU NECKING DOWN FROM
A 36" TO 24" AND 30"
DOWNSTREAM HERE?
PROVIDE INFORMATION ON
STORM RUN BRANCHES (THE RUN
NAME, AND /OR WHAT SHEET THE
PROFILES ARE FOUND ON)
PROVIDE INFORMATION ON
STORM RUN BRANCHES (THE RUN
NAME, AND /OR WHAT SHEET THE
PROFILES ARE FOUND ON)
Area has been regraded to
achieve a minimum 2' of
cover
This is no longer the case.
the pipes have been
resized to 24" through and
omit the bottleneck
Labeling for sections of the
pipe runs that are not
included in the profile
below are labeled and
corresponding profile sheet
referenced.
BLDG
1
BLDG
2 BLDG
3
BLDG
6
BLDG
12
BLDG
10
BLDG
7
BLDG
9
BLDG
4
BLDG
11
BLDG
5
BLDG
8
CAR CARE
BIKE RACKS
BLDG
30 15 0
HORIZONTAL SCALE:1" = 30'
30 60
VERTICAL SCALE: 1"=5'
STORM DRAIN H PLAN VIEW
STORM DRAIN H PROFILE VIEWS FINAL DEVELOPMENT PLANNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADSTORM DRAIN PLAN AND PROFILEH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC5.10 CJS19059.02_STORM_STREET_A.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02STORM DRAIN H PLAN VIEW
NORTH
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_STORM_STREET_A.dwg, C5.10 STORM DRAIN H, 4/6/2021 7:47:39 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
BLDG
1
BLDG
2 BLDG
3
BLDG
6
BLDG
12
BLDG
10
BLDG
7
BLDG
9
BLDG
4
BLDG
11
BLDG
5
BLDG
8
CAR CARE
CENTER
EX FIBER OPTIC VAULT
EX 24" RCP
INV=4845.5
EX ELECTRICAL CABINET
EX DRAIN CHASE
EX DRAIN CHASE
FIBER OPTIC VAULT
CAR CARE
BIKE RACKS
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADWATERLINE PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC5.11 CJS19059.02_WATER_PROD.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
0 40
SCALE:
1:40_XREF
802040 FINAL DEVELOPMENT PLANNORTH
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
UTILITY NOTES:
1. ALL DRIVE AISLES CONTAIN A UTILITY EASEMENT, SEE PLAT FOR DETAILS.
2. ALL WATER MUST BE CONSTRUCTED PER CURRENT FORT COLLINS-LOVELAND WATER
DISTRICT (FCLWD) SPECIFICATIONS.
3. ALL SEWER MUST BE CONSTRUCTED PER CURRENT SOUTH FORT COLLINS SANITATION
DISTRICT SPECIFICATIONS.
4. BUILDINGS 1-12 REQUIRE 1 1/2 INCH METER. PIPE ON BUILDING SIDE OF METER WILL BE
UP-SIZED TO 2-INCH DIAMETER 5 FEET BUILDING SIDE OF THE METER VAULT.
5. SANITARY SEWER SERVICES TO BUILDINGS ARE 6-INCH DIAMETER AT 1% MINIMUM WITH A
CLEAN-OUT LOCATED 5-FEET OUTSIDE THE BUILDING FOOTPRINT.
6. SEE PLUMBING PLANS FOR EXACT LOCATIONS OF WHERE SERVICES LEAVE THE BUILDING
FOOTPRINTS.
NORTH
0 100
SCALE: 1" =
100'_XREF
20050100
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_WATER_PROD.dwg, C5.11 WATERLINE PLAN, 4/6/2021 7:49:52 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
WHEN AND BY WHAT PROCESS
IS THIS EASEMENT BEING
VACATED? I DON'T RECALL
SEEING THAT MENTIONED ON
OTHER PLAN SHEETS
ARE THERE ANY NEED FOR UTILITY STUBS
TO THE EAST AND SOUTH TO POTENTIALLY
SERVE AND/OR TIE INTO ADJACENT
DEVELOPMENT IN THE FUTURE?
ARE THERE ANY NEED FOR UTILITY STUBS
TO THE EAST AND SOUTH TO POTENTIALLY
SERVE AND/OR TIE INTO ADJACENT
DEVELOPMENT IN THE FUTURE?
IT ISN'T PART OF THE WATER PLAN, BUT MAKE SURE ALL CALLOUTS
ARE CONSISTENT WITH OTHER PLANS. FOR EXAMPLE, THE PROPOSED
SW CULVERT IS ONLY CALLED OUT IN ONE LOCATION ON THIS SHEET.
ALSO, THE EX. DRAIN CHASES TO BE REMOVED DON'T NEED TO BE
SHOWN ON THE PROPOSED PLANS.
There is now a waterline
stub with fire hydrant
All chase labels have been
omitted as they are not part
of the water plan
This temporary easement
is not proposed to be
vacated at this time
Adjusted
None are proposed to the
south. Any future
development to the south
will utilize existing stubs
provided along Strauss
Cabin Rd.
Adjusted
BLDG
1
BLDG
2 BLDG
3
BLDG
6
BLDG
12
BLDG
10
BLDG
7
BLDG
9
BLDG
4
BLDG
11
BLDG
5
BLDG
8
CAR CARE
CENTER
EX FIBER OPTIC VAULT
EX 24" RCP
INV=4845.5
EX ELECTRICAL CABINET
EX DRAIN CHASE
EX DRAIN CHASE
FIBER OPTIC VAULT
CAR CARE
BIKE RACKS
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADWATERLINE PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC5.12 CJS19059.02_WATER_PROD.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
0 40
SCALE:
1:40_XREF
802040 FINAL DEVELOPMENT PLANNORTH
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
NORTH
0 100
SCALE: 1" =
100'_XREF
20050100
UTILITY NOTES:
1. ALL DRIVE AISLES CONTAIN A UTILITY EASEMENT, SEE PLAT FOR DETAILS.
2. ALL WATER MUST BE CONSTRUCTED PER CURRENT FORT COLLINS-LOVELAND WATER
DISTRICT (FCLWD) SPECIFICATIONS.
3. ALL SEWER MUST BE CONSTRUCTED PER CURRENT SOUTH FORT COLLINS SANITATION
DISTRICT SPECIFICATIONS.
4. BUILDINGS 1-12 REQUIRE 1 1/2 INCH METER. PIPE ON BUILDING SIDE OF METER WILL BE
UP-SIZED TO 2-INCH DIAMETER 5 FEET BUILDING SIDE OF THE METER VAULT.
5. SANITARY SEWER SERVICES TO BUILDINGS ARE 6-INCH DIAMETER AT 1% MINIMUM WITH A
CLEAN-OUT LOCATED 5-FEET OUTSIDE THE BUILDING FOOTPRINT.
6. SEE PLUMBING PLANS FOR EXACT LOCATIONS OF WHERE SERVICES LEAVE THE BUILDING
FOOTPRINTS.P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_WATER_PROD.dwg, C5.12 WATERLINE PLAN, 4/6/2021 7:50:14 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
PLEASE MAKE
SURE ALL TEXT
IS LEGIBLE.
YOUR UTILITY EASEMENT LABEL
SHOULD SAY WHAT THE EASEMENT IS.
SINCE THIS IS A UTILITY PLAN, IT IS
IMPORTANT THAT THE UTILITY
EASEMENTS BE IDENTIFIED. ALL
EASEMENTS SHOULD BE SHOWN AND
LABELED ON ALL PLANS AS NECESSARY
See response on
previous sheet
Adjusted Adjusted
Noted and labeled per
cross-check to plat
BLDG1BLDG2BLDG3BLDG6BLDG12BLDG10BLDG7BLDG9BLDG4BLDG11BLDG5BLDG8CAR CARECENTERHARMONY ROADSTRAUSS CABIN ROAD
0.81B-90.881.000.80B-110.710.890.09B-130.821.000.52B-20.610.760.42B-140.510.630.45B-150.480.580.92B-40.901.000.52B-30.911.000.74B-60.891.000.52B-70.710.894.04OS-20.150.180.22B-120.921.000.29B-50.901.000.30OS-40.580.650.36B-10.740.920.38OS-10.340.422.95OS-30.110.120.87B-100.490.610.08B-170.450.560.37B-160.841.001.50B-80.780.980.32B-180.861.00050SCALE: 1" = 50'1002550FINAL DEVELOPMENT PLANNORTH
FILE:
PROJECT NO:
CAD:
QUALITY ASSURANCE:
DRAWING HISTORY
DATE DESCRIPTION
HARMONY & STRAUSS CABIN ROAD
DRAINAGE PLAN
H-25 MULTI FAMILY DEVELOPMENT
FORT COLLINS, COC6.0CJS
19059.02_DRAIN_PROD.DWG
RS/EB/VJG
2/19/20 1ST PDP SUBMITTAL
7/01/20
9/30/20
10/26/20
4/07/21
-
-
2ND PDP SUBMITTAL
3RD PDP SUBMITTAL
4TH PDP SUBMITTAL
1ST FDP SUBMITTAL
-
-
--
19059.02 C2C100BASIN #AREAC2 = 2 YR RUNOFF COEFFICIENT C100 = 100 YR RUNOFF COEFFICIENTP:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_DRAIN_PROD.dwg, C6.0 DRAINAGE PLAN, 4/6/2021 7:53:44 PM, VGentry, 1:1
City of Fort CollinsEngineeringDevelopment ReviewDate: 04/20/2021 Spencer M. Smith, P.E.
100-YR
FLOODPLAIN
100-YR
FLOODWAY
HARMONY ROAD
STRAUSS CABIN ROAD20' EXISTING WATERLINE EASEMENT
20.00' EXISTING EASEMENT
(PURPOSE UNKNOWN)
EXISTING
UNPAVED ACCESS
EXISTING
ROW
EXISTING
ROW
EXISTING DIRT ROAD
SHALL BE USED FOR
CONSTRUCTION TRAFFIC
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
APPROXIMATE AREA FOR
STOCKPILED MATERIAL
BLDG
1
BLDG
2 BLDG
3
BLDG
6
BLDG
12
BLDG
10
BLDG
7
BLDG
9
BLDG
4
BLDG
11
BLDG
5
BLDG
8
CAR CARE
CENTER
0 50
SCALE: 1" = 50'
1002550
NORTH
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADEROSION CONTROL PLANH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC7.0 CJS19059.02_EROSION_PROD.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02CONTOUR NOTE:
·PROPOSED CONTOURS ARE SHOWN AT 1' MAJOR AND 0.5' MINOR
·EXISTING CONTOURS ARE SHOWN AT 5' MAJOR AND 1' MINOR
AREA OF FILL REMOVAL AND GRADING = 637,109 SF (14.63 ACRES)
EARTHWORK QUANTITIES
CUT 7,910 CY
FILL 27,840 CY
FLOODPLAIN USE PERMIT NO. 11411
CONSTRUCTION SEQUENCE:
1. OBTAIN ALL REQUIRED PERMITS FOR PROPOSED WORK.
2. INSTALL ROCK SOCKS AND INLET PROTECTION.
3. INSTALL VEHICLE TRACKING CONTROL.
4. INSTALL STABILIZED STAGING AREA.
5. INSTALL ALL PERIMETER BMPs.
6. PERFORM STRIPPING, GRUBBING AND STABILIZE STOCKPILED MATERIALS.
7. PERFORM EARTHWORK.
10. STABILIZE STOCKPILED MATERIALS AND GRADED/DISTURBED AREAS, AS REQUIRED.
9. INSTALL UTILITIES, PAVEMENTS AND REMAINING IMPROVEMENTS.
10. SEED AND MULCH NEWLY GRADED AND DISTURBED AREAS.
11. REMOVE ALL TEMPORARY BMPs ACCEPT FOR PERIMETER CONTROLS.
12. REMOVE PERIMETER CONTROLS UPON ESTABLISHED 70% VEGETATED GROUND COVER.
PROJECT CONTROL/DATUM:
VERTICAL DATUM:
NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).
VERTICAL CONTROL BASED UPON TRIMBLE VRS NETWORK SOLUTION.
HORIZONTAL DATUM:
COLORADO STATE PLANE COORDINATES NAD 83(2011) DATUM.
HORIZONTAL CONTROL BASED UPON TRIMBLE VRS NETWORK SOLUTION.
DATUM NOTE:
1. THIS DRAWING IS AT MODIFIED STATE PLANE. TO REDUCE TO STATE
PLANE COORDINATES, SCALE AT 0.99973537 (1.00026470) ABOUT THE
ORIGIN 0,0.
EROSION CONTROL LEGEND
STOCKPILE MANAGEMENT
STABILIZED STAGING AREA
PERMANENT SEEDING
SILT FENCE
STREET SWEEPING
SURFACE ROUGHNING
EROSION CONTROL PLANGENERAL NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF ANY
WORK ON THE PROJECT.
2. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS AT AND ADJACENT TO
THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, DURING THE PERFORMANCE OF THE WORK. THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY
OF THE CITY TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO
INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE
CONSTRUCTION SITE.
3. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG PERSONS, OR OTHER DEVICES NECESSARY
TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES.
4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL SURVEY MONUMENTS. ANY MONUMENT THAT MUST
BE DESTROYED FOR CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A
LICENSED SURVEYOR PRIOR TO DISTURBING ANY MONUMENTS.
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER AND THE ENGINEER OF ANY PROBLEMS IN IT IS
THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER AND THE ENGINEER OF ANY PROBLEMS IN
CONFORMING TO THESE PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION.
6. CONTRACTOR SHALL COORDINATE THE IMPROVEMENTS WITH AND PROVIDE NOTIFICATION OF CONSTRUCTION
SCHEDULING TO THE OWNER OF ANY BUSINESS WHERE PROPOSED IMPROVEMENTS MAY AFFECT THE DAILY
OPERATIONS OF THAT OWNER'S BUSINESS.
7. CONTRACTOR SHALL OBTAIN OWNER APPROVAL FOR ANY IMPROVEMENTS NOT CONTAINED WITHIN THESE PLANS.
8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR DURING CONSTRUCTION ACTIVITIES TO RESOLVE CONSTRUCTION
PROBLEMS DUE TO CHANGED CONDITIONS ENCOUNTERED DURING THE PROGRESS OF ANY PORTION OF THE
PROJECT.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING OVERHEAD AND UNDERGROUND
UTILITIES. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, THEN IT SHALL BE REPAIRED BY THE CONTRACTOR AT
NO EXPENSE TO THE OWNER. CONTRACTOR SHALL COORDINATE WITH UTILITY OWNER/PROVIDER REGARDING ANY
RE- ROUTING, REMOVAL, AND/OR MODIFICATION TO ANY EXISTING UTILITY LINE AND/OR APPURTENANCE.
CONTRACTOR TO COORDINATE WITH A LICENSED ELECTRICIAN, AS REQUIRED, REGARDING ON - SITE ELECTRICAL
ABANDONMENT,RE- ROUTING AND/OR PRESERVATION.
10. ALL EXISTING UTILITIES SHOWN IN THESE PLANS ARE APPROXIMATE AND SOME UTILITIES MAY NOT BE SHOWN AT
ALL. SITE CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES
SHOWN OR NOT SHOWN IN THESE PLANS PRIOR TO CONSTRUCTION.
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
811
ROCK SOCK
CONCRETE WASHOUT AREA
HARMONY 25, PARCEL 86030000281/29/20ISSUED FOR CONSTRUCTIONOVERLAND FLOW ARROW
EROSION CONTROL CALCULATION TABLE
AREA DESCRIPTION AREA (ac)
TOTAL PROJECT AREA ±16.0 ACRES
TOTAL AREA OF DISTURBANCE ±16.0 ACRES
TOTAL AREA OF STAGING/STORAGE ±0.4 ACRES
TOTAL AREAS FOR HAULING N/A
TOTAL VOLUME OF MATERIAL TO BE RELOCATED 7,910 CY
VEHICLE TRACKING CONTROL INLET PROTECTION
STAKED SEDIMENT CONTROL LOG
LIMITS OF CONSTRUCTION
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_EROSION_PROD.dwg, C7.0 EROSION CONTROL PLAN, 4/6/2021 7:55:50 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADEROSION CONTROL NOTESH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC7.1 CJS19059.02_DETAIL_PROD.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02“”
“”
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_DETAIL_PROD.dwg, C7.1 EROSION CONTROL NOTES, 4/6/2021 7:57:03 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADEROSION CONTROL DETAILSH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC7.2 CJS19059.02_DETAIL_PROD.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_DETAIL_PROD.dwg, C7.2 EROSION CONTROL DETAILS, 4/6/2021 7:57:07 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADEROSION CONTROL DETAILSH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC7.3 CJS19059.02_DETAIL_PROD.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_DETAIL_PROD.dwg, C7.3 EROSION CONTROL DETAILS, 4/6/2021 7:57:17 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADEROSION CONTROL DETAILSH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC7.4 CJS19059.02_DETAIL_PROD.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_DETAIL_PROD.dwg, C7.4 EROSION CONTROL DETAILS, 4/6/2021 7:57:22 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
TRAFFIC RATED CLEANOUT
WW-15
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADCONSTRUCTION DETAILSH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC8.0 CJS19059.02_DETAIL_PROD.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_DETAIL_PROD.dwg, C8.0 CONSTRUCTION DETAILS, 4/6/2021 7:57:27 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADCONSTRUCTION DETAILSH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC8.1 CJS19059.02_DETAIL_PROD.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_DETAIL_PROD.dwg, C8.1 CONSTRUCTION DETAILS, 4/6/2021 7:57:32 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
CITY OF FORT COLLINS, COLORADOUTILITY PLAN APPROVALAPPROVED:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CITY ENGINEERDATESTORMWATER UTILITYDATEPARKS & RECREATIONDATETRAFFIC ENGINEERDATEENVIRONMENTAL PLANNERDATEFINAL DEVELOPMENT PLAN
FILE:
PROJECT NO:
CAD:
QUALITY ASSURANCE:
DRAWING HISTORY
DATE DESCRIPTION
HARMONY & STRAUSS CABIN ROAD
CONSTRUCTION DETAILS
H-25 MULTI FAMILY DEVELOPMENT
FORT COLLINS, COC8.3CJS
19059.02_DETAIL_PROD.DWG
RS/EB/VJG
2/19/20 1ST PDP SUBMITTAL
7/01/20
9/30/20
10/26/20
4/07/21
-
-
2ND PDP SUBMITTAL
3RD PDP SUBMITTAL
4TH PDP SUBMITTAL
1ST FDP SUBMITTAL
-
-
--
19059.02
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_DETAIL_PROD.dwg, C8.3 CONSTRUCTION DETAILS, 4/6/2021 7:57:41 PM, VGentry, 1:1
City of Fort CollinsEngineeringDevelopment ReviewDate: 04/20/2021 Spencer M. Smith, P.E.
STANDARD CONCRETE NOTESCITY OF FORT COLLINS, COLORADOUTILITY PLAN APPROVALAPPROVED:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CITY ENGINEERDATESTORMWATER UTILITYDATEPARKS & RECREATIONDATETRAFFIC ENGINEERDATEENVIRONMENTAL PLANNERDATEFINAL DEVELOPMENT PLAN
FILE:
PROJECT NO:
CAD:
QUALITY ASSURANCE:
DRAWING HISTORY
DATE DESCRIPTION
HARMONY & STRAUSS CABIN ROAD
CONSTRUCTION DETAILS
H-25 MULTI FAMILY DEVELOPMENT
FORT COLLINS, COC8.2CJS
19059.02_DETAIL_PROD.DWG
RS/EB/VJG
2/19/20 1ST PDP SUBMITTAL
7/01/20
9/30/20
10/26/20
4/07/21
-
-
2ND PDP SUBMITTAL
3RD PDP SUBMITTAL
4TH PDP SUBMITTAL
1ST FDP SUBMITTAL
-
-
--
19059.02
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_DETAIL_PROD.dwg, C8.2 CONSTRUCTION DETAILS, 4/6/2021 7:57:48 PM, VGentry, 1:1
City of Fort CollinsEngineeringDevelopment ReviewDate: 04/20/2021 Spencer M. Smith, P.E.IS THIS THE SIDEWALK CULVERT THAT ISPROPOSED ON SITE? YOUR PLANSSHOULD SPECIFY WHICH ONE ISPROPOSED AT EACH LOCATION SINCEYOU HAVE TWO DIFFERENT DETAILS INTHE PLANS. OR IF ALL SW CULVERTS AREPROPOSED TO BE THE SAME TYPE, MAKESURE YOU ARE ONLY INCLUDING THATDETAILThis detail will befor all internalsidwalk chases.The other typewill be for the 2culverts alongHarmony
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CITY ENGINEER DATE
STORMWATER UTILITY DATE
PARKS & RECREATION DATE
TRAFFIC ENGINEER DATE
ENVIRONMENTAL PLANNER DATE FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADCONSTRUCTION DETAILSH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC8.4 CJS19059.02_DETAIL_PROD.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_DETAIL_PROD.dwg, C8.4 CONSTRUCTION DETAILS, 4/6/2021 7:57:52 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
DOES THIS CONDITION
OCCUR ON THE SITE?
This will be for
the 2 culverts
along Harmony
FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONHARMONY & STRAUSS CABIN ROADSTREET CROSS SECTION DETAILSH-25 MULTI FAMILY DEVELOPMENT FORT COLLINS, COC9.0 CJS19059.02_STREET_DETAIL_PROD.DWGRS/EB/VJG2/19/20 1ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/21--2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL----19059.02STRAUSS CABIN ROAD
SOUTH OF HARMONY ROAD
LOOKING NORTH ADJACENT TO H-25 FRONTAGE
(PROPOSED - ULTIMATE)
STRAUSS CABIN ROAD
SOUTH OF HARMONY ROAD
LOOKING NORTH ADJACENT TO H-25 FRONTAGE
(PROPOSED - INTERM)
HARMONY ROAD
LOOKING EAST ADJACENT TO H-25 FRONTAGE
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_STREET_DETAIL_PROD.dwg, 24x36-DETAILS, 4/6/2021 7:58:08 PM, VGentry, 1:1City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
DIMENSION THE UTILITY EASEMENT.
ALSO, DIMENSION THE STANDARD
PARKWAY WIDTH, SINCE THE MAJORITY
OF THE FRONTAGE WILL BE TO OUR
STANDARD. PERHAPS NOTE THAT A
PORTION OF THE SIDEWALK WILL BE
ATTACHED AND DETAIL THAT CONDITION
BELOW THE STANDARD SECTION
X' WALK
X'
PKWY.
PERHAPS NOTE THAT A PORTION OF THE
SIDEWALK WILL BE ATTACHED AND
DETAIL THAT CONDITION BELOW THE
STANDARD SECTION AS SHOWN ABOVE.
SWAP THE WALK AND PARKWAY AND
MOVE THE TREE OVER, ETC.
SEE TYPICAL SECTION
COMMENTS ON THE
INTERIM SECTION TO
THE RIGHT
Details adjusted
and labeled,
accordingly
2021-04-05 - This sheet has
been included in the H25
Project Design plans at the
request of the City of Fort
Collins.
New Site
Access by
H-25 Project
City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.
2021-04-05 - This sheet has been included in the
H25 Project Design plans at the request of the
City of Fort Collins.
City of Fort Collins
Engineering
Development Review
Date: 04/20/2021
Spencer M. Smith, P.E.