HomeMy WebLinkAboutH-25 MULTI-FAMILY - FDP210008 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (2)BLDG
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2 BLDG
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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, 1:1NEED A 0.1' MIN
DROP FROM
INVERT IN TO
INVERT OUTOUT INVERT?
SEWER SERVICES
ARE NORMALLY 4"
OR 6"
NEED A MIN 0.3'
DROP FOR 90
DEGREE BEND
MIN A 0.1' DROP
FROM INVERT IN
TO INVERT OUT
SEWER SERVICES
ARE NORMALLY 4"
OR 6"
switched all services
to 6"
switched all services
to 6"
fixed
fixed
fixed
fixed
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 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, 1:1INVERT OUT?
NEED A 0.3' MIN
DROP FOR 90
DEGREE BEND
LABEL THE 8"
SERVICE
LATERALS AS
PRIVATE
NEED A MIN 0.1'
DROP FROM INVERT
IN TO INVERT OUT
updated
fixed
this one has a greater
than 0.3' drop
updated
BLDG2BLDG6BLDGBLDG5BLDG8BLDG
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 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, 1:1NEED MIN 0.1'
DROP FROM
INVERT IN TO
INVERT OUT
NEED MIN 0.3'
DROP FOR 90
DEGREE BEND
NEED MIN 0.1' DROP
FROM INVERT IN TO
INVERT OUT FOR THE
STRAIGHT THROUGH
FLOWS.
IF FLOWS ARE HIGH ENOUGH FOR 8"
SEWER LATERALS, THE DISTRICT
WILL REQUIRE MANHOLES WHERE
THE 8" PRIVATE SERVICES CONNECT
TO THE 8" PUBLIC MAIN. (TYP)
all laterals are 6" now
fixed
fixed
fixed
BLDG
2 BLDG
3
CAR CARE
CENTER
BLDG
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 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, 1:1CASING IS NOT
NEEDED ON
GRAVITY PIPE
NEED A MIN 0.3'
DROP FOR A 90
DEGREE BEND
IS A SAND OIL INTERCEPTOR
REQUIRED? SUBMIT AN
INDUSTRIAL BUSINESS
PRETREATMENT QUESTIONAIRE.
fixed
removed
The Wyatt
apartments just to the
west required a S/O
Separator. We will
coordinate with you
on this and we will
submit a
questionnaire, as
required
BLDG
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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, 1:1WHY IS THIS TEMPORARY?
WOULD THERE BE A FUTURE
CONNECTION TO THE WEST?
VALVE UPSTREAM OF
HYDRANT BUT WEST OF FIRE
SPRINKLER LINE REQUIRED.
MOVE THE METER PIT SYMBOL TO THE 1.5"
LINE. REMOVE CURB STOP SYMBOL. METER
PIT MUST BE WITHIN AN EASEMENT (TYP)
CALL OUT WET TAP
ON 24" PVC MAIN.
REMOVE CURB
STOP UPSTREAM
OF METER PIT.
METER PIT MUST
BE IN EASEMENT.
WILL THIS DRIVE
EXTEND TO THE
EAST IN THE
FUTURE?
IF SO, PROPOSE A
TEMP HYDRANT.
CALL OUT TAP AND
METER PIT FOR
ALL BUILDINGS.
This has been made
a standard fire
hydrant and the other
one just to the east
omitted
removed
added labels
swapped tee and
valve with service
connection instead
added dead end with
hydrant
updated
FH omitted
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, 1:1VALVES ALL 3
SIDES OF TEE.
THIS BEND IS NOT
PERMITTED. SPLIT UP
BEND WITH 2 MH'S
fixed
fixed pipe alignment
to acute angle