HomeMy WebLinkAboutH-25 MULTI-FAMILY - FDP210008 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANS”
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”FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADCOVER SHEETH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC1.0 CJS19059.02_COVER_PROD.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.02H-25 MULTI FAMILY
VICINITY MAP
NORTH
SCALE: NTS
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
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
APPROVED:
APPROVED:
APPROVED:
APPROVED:
CITY ENGINEER,APPROVED SHEETS
WATER & WASTEWATER UTILITY,APPROVED SHEETS
STORMWATER UTILITY,APPROVED SHEETS
PARK PLANNING & DEVELOPMENT,APPROVED SHEETS
TRAFFIC OPERATIONS,APPROVED SHEETS
DATE
DATE
DATE
DATE
DATE
APPROVED:
ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_COVER_PROD.dwg, C1.0 COVER SHEET, 5/26/2021 9:29:37 AM, VGentry, 1:1
FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADGENERAL CONSTRUCTION NOTESH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC1.1 CJS19059.02_NOTES_PROD.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.02“”
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“”“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_NOTES_PROD.dwg, C1.1 GENERAL CONSTRUCTION NOTES, 5/26/2021 9:29:46 AM, VGentry, 1:1
PROPOSED LIGHT & POLE
UNDERGROUND POWER
FINAL DEVELOPMENT PLANELECTRIC JUNCTION BOX
EXISTING STORM DRAIN MANHOLE
EXISTING CATCH BASIN
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
EXISTING CURB STOP
FIRE DEPT. CONNECTION
FIBER OPTIC PEDESTAL GUYWIRE
IRRIGATION BOX
LIGHT POLE
ELECTRIC PEDESTAL
ROOF DRAIN
EXISTING SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
TELEPHONE BOX
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
AC = FINISHED GRADE AT ASPHALT
EXISTING WATER REDUCER
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
SANITARY SEWER
STORM DRAIN
TELEPHONE
TELEVISION/CABLE
WATER
CONTOUR
OVERHEAD POWER
FENCE - VINYL
FENCE - BARBWIRE
FENCE - WOOD
CURB AND GUTTER
EDGE OF ASPHALT
FENCE - CHAINLINK/
WOVEN WIRE
EXISTING PROPOSED
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADLEGEND SHEETH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC1.2 CJS19059.02_COVER_PROD.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.02DEMO AREA
PROPOSED ASPHALT
PROPOSED CONCRETE
PROPOSED GRAVEL
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
WELL
GATE VALVE
POWER METER
POWER MANHOLE
TRANSFORMER
SIGN
POWER POLE
GUYWIRE
LIGHT POLE
SIGNAL POLE
FOUND CORNER MONUMENT AS NOTED
SET CORNER MONUMENT, REBAR WITH CAP
BENCHMARK
SECTION QUARTER CORNER
SECTION CORNER
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_COVER_PROD.dwg, C1.2 LEGEND SHEET, 5/26/2021 9:29:58 AM, VGentry, 1:1
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 DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADEXISTING CONDITIONS AND DEMO PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC2.0 CJS19059.02_EX_SITE_PROD.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.02P:\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, 5/26/2021 9:30:48 AM, VGentry, 1:1
BLDG
1
BLDG
2
BLDG
4 BLDG
5
CAR CARE
BIKE RACKS
1
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADSITE AND HORIZONTAL CONTROL PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC3.1 CJS19059.02_HC_PROD.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.02NORTH
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 CONCRETE
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 (INFLOW DETACHED FOR 2 CHASES
ALONG HARMONY PER DETAIL D-10C AND OUTFLOW ATTACHED FOR
INTERNAL CHASES PER DETAIL D-10)
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
5' TRANSITION BETWEEN INFLOW AND OUTFLOW CURB AND GUTTER.
KEYNOTE SYMBOL IS CENTERED ON THE TRANSITION
35
NORTH
0 20
SCALE: 1" = 20'
401020
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, 5/26/2021 9:31:51 AM, VGentry, 1:1
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 DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADSITE AND HORIZONTAL CONTROL PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC3.2 CJS19059.02_HC_PROD.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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 CONCRETE
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
TRANSITION FOR CURB AND GUTTER TYPES35
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, 5/26/2021 9:32:00 AM, VGentry, 1:1
BLDG
10
BLDG
9
BLDG
11
CAR CARE
BIKE RACKS
3
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADSITE AND HORIZONTAL CONTROL PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC3.3 CJS19059.02_HC_PROD.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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 CONCRETE
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
TRANSITION FOR CURB AND GUTTER TYPES35
NEW PAINTED RIGHT TURN ARROW PER CITY OF FORT COLLINS STANDARDS34
REMOVE EXISTING PAVEMENT STRIPING35
NATURAL HABITAT BUFFER ZONE
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, 5/26/2021 9:32:10 AM, VGentry, 1:1
BLDG
12
BLDG
7
BLDG
8
CAR CARE
BIKE RACKS
4
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADSITE AND HORIZONTAL CONTROL PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC3.4 CJS19059.02_HC_PROD.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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 CONCRETE
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
TRANSITION FOR CURB AND GUTTER TYPES35
NATURAL HABITAT BUFFER ZONE
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, 5/26/2021 9:32:20 AM, VGentry, 1:1
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 DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADOVERALL GRADING PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC4.0 CJS19059.02_GRAD_PROD.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.02AREA 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, 5/26/2021 9:34:09 AM, VGentry, 1:1
BLDG
1
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BIKE RACKS
1
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC4.1 CJS19059.02_GRAD_PROD-2.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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.
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-2.dwg, C4.1 GRADING PLAN, 5/26/2021 9:37:06 AM, VGentry, 1:1
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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 DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC4.2 CJS19059.02_GRAD_PROD-2.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.020 10
SCALE: 1" = 10'
20510
NORTH
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SCALE: 1" = 100'
20050100
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-2.dwg, C4.2 GRADING PLAN, 5/26/2021 9:37:32 AM, VGentry, 1:1
BLDG
3
CAR CARE
BIKE RACKS
3
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC4.3 CJS19059.02_GRAD_PROD-2.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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 C4.17“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-2.dwg, C4.3 GRADING PLAN, 5/26/2021 9:38:15 AM, VGentry, 1:1
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CAR CARE
BIKE RACKS
4
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC4.4 CJS19059.02_GRAD_PROD-2.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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, 5/26/2021 9:39:01 AM, VGentry, 1:1
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FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC4.5 CJS19059.02_GRAD_PROD-2.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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.
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-2.dwg, C4.5 GRADING PLAN, 5/26/2021 9:39:41 AM, VGentry, 1:1
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6
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CENTER
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BIKE RACKS
6
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC4.6 CJS19059.02_GRAD_PROD-3.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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.
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-3.dwg, C4.6 GRADING PLAN, 5/26/2021 10:30:47 AM, VGentry, 1:1
CAR CARE
BIKE RACKS
7
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC4.7 CJS19059.02_GRAD_PROD-3.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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.
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-3.dwg, C4.7 GRADING PLAN, 5/26/2021 10:31:04 AM, VGentry, 1:1
CAR CARE
BIKE RACKS
8
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC4.8 CJS19059.02_GRAD_PROD-3.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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.
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-3.dwg, C4.8 GRADING PLAN, 5/26/2021 10:31:18 AM, VGentry, 1:1
BLDG
9
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9
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC4.9 CJS19059.02_GRAD_PROD-3.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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.
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-3.dwg, C4.9 GRADING PLAN, 5/26/2021 10:51:00 AM, VGentry, 1:1
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10
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC4.10 CJS19059.02_GRAD_PROD-3.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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.
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-3.dwg, C4.10 GRADING PLAN, 5/26/2021 10:51:52 AM, VGentry, 1:1
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11
16 16 17
17
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC4.11 CJS19059.02_GRAD_PROD-4.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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.
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-4.dwg, C4.11 GRADING PLAN, 5/26/2021 10:40:04 AM, VGentry, 1:1
BLDG
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12
16 16 17
17
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC4.12 CJS19059.02_GRAD_PROD-4.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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.
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-4.dwg, C4.12 GRADING PLAN, 5/26/2021 10:40:37 AM, VGentry, 1:1
BLDG
11
CAR CARE
BIKE RACKS
13
16 16 17
17
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC4.13 CJS19059.02_GRAD_PROD-4.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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.
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-4.dwg, C4.13 GRADING PLAN, 5/26/2021 10:41:30 AM, VGentry, 1:1
BLDG
12
CAR CARE
BIKE RACKS
14
16 16 17
17
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC4.14 CJS19059.02_GRAD_PROD-4.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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.
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-4.dwg, C4.14 GRADING PLAN, 5/26/2021 10:42:21 AM, VGentry, 1:1
CAR CARE
BIKE RACKS
15
16 16 17
17
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC4.15 CJS19059.02_GRAD_PROD-4.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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.
“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-4.dwg, C4.15 GRADING PLAN, 5/26/2021 10:43:02 AM, VGentry, 1:1
CAR CARE
BIKE RACKS
16 16 17
FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC4.16 CJS19059.02_GRAD_PROD-4.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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 SHEET“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-4.dwg, C4.16 GRADING PLAN, 5/26/2021 10:43:50 AM, VGentry, 1:1
CAR CARE
BIKE RACKS
17
17
FINAL DEVELOPMENT PLANNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADGRADING PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC4.17 CJS19059.02_GRAD_PROD-4.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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 C4.3“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_GRAD_PROD-4.dwg, C4.17 GRADING PLAN, 5/26/2021 10:45:06 AM, VGentry, 1:1
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=4845.5EX ELECTRICAL CABINET
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 DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADOVERALL UTILITY PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC5.0 CJS19059.02_UTIL_PROD.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.02UTILITY NOTES:
1.ALL WATER MUST BE CONSTRUCTED PER CURRENT FORT COLLINS-LOVELAND WATER DISTRICT (FCLWD)
SPECIFICATIONS.
2.ALL SEWER MUST BE CONSTRUCTED PER CURRENT SOUTH FORT COLLINS SANITATION DISTRICT
SPECIFICATIONS.
3.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.
4.SANITARY SEWER SERVICES TO BUILDINGS ARE 6-INCH DIAMETER AT 1% MINIMUM WITH A CLEAN-OUT
LOCATED 5-FEET OUTSIDE THE BUILDING FOOTPRINT.
5.SEE PLUMBING PLANS FOR EXACT LOCATIONS OF WHERE SERVICES LEAVE THE BUILDING FOOTPRINTS.
EASEMENT NOTE:
1.EASEMENTS ARE LABELED AS ACCESS (A), UTILITY (U), DRAINAGE EASEMENT (DE) AND EMERGENCY
ACCESS EASEMENT (EAE) AS REFLECTED ON THE PLAT.P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_UTIL_PROD.dwg, C5.0 OVERALL UTILITY PLAN, 5/26/2021 9:54:25 AM, VGentry, 1:1
BLDG
12
BLDG
10
BLDG
7
BLDG
9
BLDG
11
BLDG
8
C.O.
C.O.
C.O.
C.O.
C.O.
UTILITY EASEMENT (TYP)
UTILITY EASEMENT (TYP)
UTILITY EASEMENT (TYP)
F.D.C.
F.D.C.
F.D.C.
F.D.C.
BLDG
1
2 BLDG
3
BLDG
6
BLDG
12
BLDG
10
BLDG
7
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9
BLDG
4
BLDG
11
BLDG
5
BLDG
8
CAR CARE
BIKE RACKS
FINAL DEVELOPMENT PLANNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADSANITARY SEWER PLAN AND PROFILEH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC5.1 CJS19059.02_SAN_STREET_A.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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
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, 5/26/2021 10:57:51 AM, Rstraus, 1:1
BLDG1BLDG9BLDG4BLDG
1
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
30 15 0 30 60
FINAL DEVELOPMENT PLANNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADSANITARY SEWER PLAN AND PROFILEH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC5.2 CJS19059.02_SAN_STREET_A.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.02SANITARY LINE B PLAN VIEW
SANITARY LINE B 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
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, 5/26/2021 10:58:05 AM, Rstraus, 1:1
BLDG2BLDG6BLDGBLDG5BLDG8BLDG
1
2 BLDG
3
BLDG
6
BLDG
12
BLDG
10
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7
BLDG
9
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4
BLDG
11
BLDG
5
BLDG
8
CAR CARE
BIKE RACKS
30 15 0 30 60
FINAL DEVELOPMENT PLANNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADSANITARY SEWER PLAN AND PROFILEH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC5.3 CJS19059.02_SAN_STREET_A.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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, 5/26/2021 10:58:17 AM, Rstraus, 1:1
BLDG
2 BLDG
3
CAR CARE
CENTER
BLDG
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 DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADSANITARY SEWER PLAN AND PROFILEH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC5.4 CJS19059.02_SAN_STREET_A.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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, 5/26/2021 10:58:30 AM, Rstraus, 1:1
BLDG
1
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2 BLDG
3
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6
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12
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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
BLDG
12
BLDG
10
BLDG
11
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 DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADSTORM DRAIN PLAN AND PROFILEH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC5.5 CJS19059.02_STORM_STREET_A.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.02P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_STORM_STREET_A.dwg, C5.5 STORM DRAIN A, 5/26/2021 9:59:55 AM, VGentry, 1:1
BLDG
1
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2 BLDG
3
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6
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12
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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
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 DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADSTORM DRAIN PLAN AND PROFILEH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC5.6 CJS19059.02_STORM_STREET_A.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.02P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_STORM_STREET_A.dwg, C5.6 STORM DRAIN, 5/26/2021 10:00:10 AM, VGentry, 1:1
BLDG11BLDG5BLDG
1
BLDG
2 BLDG
3
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6
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12
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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
BLDG
8
CAR CARE
BIKE RACKS
FINAL DEVELOPMENT PLANNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADSTORM DRAIN PLAN AND PROFILEH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC5.7 CJS19059.02_STORM_STREET_A.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.0230 15 0 30 60
STORM DRAIN C PLAN VIEW
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, 5.7 STORM DRAIN C, 5/26/2021 10:00:27 AM, VGentry, 1:1
BLDG
1
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2 BLDG
3
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6
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12
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10
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9
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5
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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 DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADSTORM DRAIN PLAN AND PROFILEH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC5.8 CJS19059.02_STORM_STREET_A.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.02HORIZONTAL SCALE:1" = 30'
VERTICAL SCALE: 1"=5'
STORM DRAIN G PROFILE VIEW
STORM DRAIN E PLAN VIEW
NORTH
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, 5/26/2021 10:00:46 AM, VGentry, 1:1
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2 BLDG
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CAR CARE
BIKE RACKS
BLDG
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 DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADSTORM DRAIN PLAN AND PROFILEH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC5.9 CJS19059.02_STORM_STREET_A.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.02P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_STORM_STREET_A.dwg, C5.9 STORM DRAIN F, 5/26/2021 10:01:05 AM, VGentry, 1:1
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2 BLDG
3
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8
CAR CARE
BIKE RACKS
30 15 0
HORIZONTAL SCALE:1" = 30'
30 60
VERTICAL SCALE: 1"=5'
STORM DRAIN H PLAN VIEW
STORM DRAIN H PROFILE VIEW FINAL DEVELOPMENT PLANNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADSTORM DRAIN PLAN AND PROFILEH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC5.10 CJS19059.02_STORM_STREET_A.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.02P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_STORM_STREET_A.dwg, C5.10 STORM DRAIN H, 5/26/2021 10:01:18 AM, VGentry, 1:1
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2 BLDG
3
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6
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12
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9
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11
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5
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8
CAR CARE
BIKE RACKS
BLDG
30 15 0
HORIZONTAL SCALE:1" = 30'
30 60
VERTICAL SCALE: 1"=5'
STORM DRAIN I PLAN VIEW
STORM DRAIN I PROFILE VIEW FINAL DEVELOPMENT PLANNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADSTORM DRAIN PLAN AND PROFILEH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC5.11 CJS19059.02_STORM_STREET_A.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.02P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_STORM_STREET_A.dwg, C5.11 STORM DRAIN I, 5/26/2021 10:50:09 AM, Rstraus, 1:1
3
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6
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12
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10
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7
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9
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11
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5
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8
CAR CARE
BIKE RACKS
30 15 0
HORIZONTAL SCALE:1" = 30'
30 60
VERTICAL SCALE: 1"=5'
STORM DRAIN OUTFALL PLAN VIEW
STORM DRAIN OUTFALL PROFILE VIEW FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADSTORM DRAIN PLAN AND PROFILEH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC5.12 CJS19059.02_STORM_STREET_A.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.02FINAL DEVELOPMENT PLANNORTH
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_STORM_STREET_A.dwg, C5.12 STORM DRAIN OUTFALL, 5/26/2021 10:01:45 AM, VGentry, 1:1
3
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6
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12
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10
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7
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9
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11
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5
BLDG
8
CAR CARE
BIKE RACKS
BLDG730 15 0
HORIZONTAL SCALE:1" = 30'
30 60
VERTICAL SCALE: 1"=5'
STORM DRAIN POOL PLAN VIEW
STORM DRAIN POOL PROFILE VIEW FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADSTORM DRAIN PLAN AND PROFILEH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC5.13 CJS19059.02_STORM_STREET_A.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.02FINAL DEVELOPMENT PLANNORTH
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_STORM_STREET_A.dwg, C5.13 STORM DRAIN POOL, 5/26/2021 10:01:55 AM, VGentry, 1:1
BLDG
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2 BLDG
3
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9
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5
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8
CAR CARE
CENTER
EX FIBER OPTIC VAULT
EX 24" RCP
INV=4845.5
EX ELECTRICAL CABINET
FIBER OPTIC VAULT
CAR CARE
BIKE RACKS
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADWATERLINE PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC5.14 CJS19059.02_WATER_PROD.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.020 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, 5/26/2021 10:03:38 AM, VGentry, 1:1
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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
CENTER
EX FIBER OPTIC VAULT
EX 24" RCP
INV=4845.5
EX ELECTRICAL CABINET
FIBER OPTIC VAULT
CAR CARE
BIKE RACKS
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADWATERLINE PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC5.15 CJS19059.02_WATER_PROD.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.020 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, 5/26/2021 10:04:00 AM, VGentry, 1:1
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
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2 BLDG
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CAR CARE
CENTER
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 DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADEROSION CONTROL PLANH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC7.0 CJS19059.02_EROSION_PROD.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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.NO CONSTRUCTION DEBRIS OR MUD SHALL BE TRACKED ONTO ADJACENT STREETS. IF ANY TRACKING DOES OCCUR,
IT SHALL BE CLEANED IMMEDIATELY BY THE CONTRACTOR.
4.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.
5.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.
6.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.
7.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.
8.CONTRACTOR SHALL OBTAIN OWNER APPROVAL FOR ANY IMPROVEMENTS NOT CONTAINED WITHIN THESE PLANS.
9.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.
10.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.
11.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
0 ##
SCALE:
########
#######
NORTH
P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_EROSION_PROD.dwg, C7.0 EROSION CONTROL PLAN, 5/26/2021 10:08:32 AM, VGentry, 1:1
FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADEROSION CONTROL NOTESH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC7.1 CJS19059.02_DETAIL_PROD.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.02“”
“”P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_DETAIL_PROD.dwg, C7.1 EROSION CONTROL NOTES, 5/26/2021 10:09:39 AM, VGentry, 1:1
FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADEROSION CONTROL DETAILSH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC7.2 CJS19059.02_DETAIL_PROD.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.02P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_DETAIL_PROD.dwg, C7.2 EROSION CONTROL DETAILS, 5/26/2021 10:09:43 AM, VGentry, 1:1
FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADEROSION CONTROL DETAILSH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC7.3 CJS19059.02_DETAIL_PROD.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.02P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_DETAIL_PROD.dwg, C7.3 EROSION CONTROL DETAILS, 5/26/2021 10:09:53 AM, VGentry, 1:1
FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADEROSION CONTROL DETAILSH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC7.4 CJS19059.02_DETAIL_PROD.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND FDP SUBMITTAL---19059.02P:\19059_02_H25_Multi_Family_Dev_Ph_I\CADD_C3D\PRODUCTION_DWG\19059.02_DETAIL_PROD.dwg, C7.4 EROSION CONTROL DETAILS, 5/26/2021 10:10:03 AM, VGentry, 1:1
TRAFFIC RATED CLEANOUT
WW-15 FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADCONSTRUCTION DETAILSH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC8.0 CJS19059.02_DETAIL_PROD.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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, 5/26/2021 10:10:08 AM, VGentry, 1:1
FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADCONSTRUCTION DETAILSH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC8.1 CJS19059.02_DETAIL_PROD.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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, 5/26/2021 10:10:13 AM, VGentry, 1:1
FINAL DEVELOPMENT PLAN
FILE:
PROJECT NO:
CAD:
QUALITY ASSURANCE:
DRAWING HISTORY
DATE DESCRIPTION
E. HARMONY ROAD & STRAUSS CABIN ROAD
CONSTRUCTION DETAILS
H-25 MULTI FAMILY
HARMONY I-25 SUBDIVISION
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
5/26/21
-
2ND PDP SUBMITTAL
3RD PDP SUBMITTAL
4TH PDP SUBMITTAL
1ST FDP SUBMITTAL
2ND 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, 5/26/2021 10:10:22 AM, VGentry, 1:1
STANDARD CONCRETE NOTESFINAL DEVELOPMENT PLAN
FILE:
PROJECT NO:
CAD:
QUALITY ASSURANCE:
DRAWING HISTORY
DATE DESCRIPTION
E. HARMONY ROAD & STRAUSS CABIN ROAD
CONSTRUCTION DETAILS
H-25 MULTI FAMILY
HARMONY I-25 SUBDIVISION
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
5/26/21
-
2ND PDP SUBMITTAL
3RD PDP SUBMITTAL
4TH PDP SUBMITTAL
1ST FDP SUBMITTAL
2ND 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, 5/26/2021 10:10:28 AM, VGentry, 1:1
FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADCONSTRUCTION DETAILSH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC8.4 CJS19059.02_DETAIL_PROD.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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, 5/26/2021 10:10:33 AM, VGentry, 1:1
FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONE. HARMONY ROAD & STRAUSS CABIN ROADSTREET CROSS SECTION DETAILSH-25 MULTI FAMILYHARMONY I-25 SUBDIVISIONFORT COLLINS, COC9.0 CJS19059.02_STREET_DETAIL_PROD.DWGRS/EB/VJG2/19/201ST PDP SUBMITTAL7/01/209/30/2010/26/204/07/215/26/21-2ND PDP SUBMITTAL3RD PDP SUBMITTAL4TH PDP SUBMITTAL1ST FDP SUBMITTAL2ND 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, 5/26/2021 10:10:53 AM, VGentry, 1:1
2021-05-26 - 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 ProjectGlue down delineators to be
removed by H-25 project
Changes to this sheet for the
H25 project are clouded
revisions and were made by
Sanderson Stewart
78'-0"
Striping to be
removed
20'-0"
175'-0"
New Right
Turn Arrows
per City of
Fort Collins
Standards
2021-04-05 - This sheet has been included in the
H25 Project Design plans at the request of the
City of Fort Collins.
Changes to this
sheet for the H25
project are
clouded revisions
and were made by
Sanderson
Stewart
20'-0"175'-0"
78'-0"
New 4-inch
white stripe
- 45-ft radius
New right turn arrows
per City of Fort Collins
Standards