HomeMy WebLinkAboutSIT AND STAY DOG BAR - FDP230005 - SUBMITTAL DOCUMENTS - ROUND 3 - Site PlanDRAWING NUMBER:
ISSUED
PROJECT No.:
DRAWN BY:
REVIEWED BY:
SEAL:
PREPARED BY:
No.DESCRIPTION DATE
REVISIONS
No.DESCRIPTION DATE
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RIPLEY DESIGN INC.
Katy Thompson
419 Canyon Ave. Suite 200
Fort Collins, CO 80521
p. 970.224.5828
f. 970.225.6657
Patrik Duncan
e. prduncan67@gmail.com
p. 970.413.9559
ENGINEER
LANDSCAPE ARCHITECT
OLSSON ENGINEERING
David Pendleton
1880 Fall River Drive, Suite 200
Loveland, CO 80538
p. 970.461.7733
VFLA ARCHITECTURE + INTERIORS
Chris Aronson
419 Canyon Avenue, Suite 200
Fort Collins, CO 80521
p. 970.224.1191
OWNER
ARCHITECT
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com
COVER
FDP SUBMITTAL
SIT AND STAY DOG
BAR
06
05
04
FDP ROUND 3
FDP ROUND 2
PERMIT SET
05/08/2024
06/21/2023
02/28/2023
02/15/2023FDP ROUND 103
08/24/2022PDP ROUND 202
09/22/2021PDP ROUND 101
FORT COLLINS, CO
RL
AG
R21-026
L1 OF 7
NORTH
SIT AND STAY DOG BAR
FINAL DEVELOPMENT PLAN
VICINITY MAPLAND USE CHART
EXISTING ZONING SERVICE COMMERCIAL (CS)
GROSS
AREA (SF)%
BUILDING COVERAGE 12,814 11.57
DRIVES AND PARKING 30,241 27.31
OPEN SPACE AND LANDSCAPE 53,660 48.46
HARDSCAPE 14,007 12.65
TOTAL GROSS COVERAGE 110,722.00
SF (2.54 AC)100.00
AREA COVERAGE
NET
AREA (SF)%
BUILDING COVERAGE 12,814 11.57
DRIVES AND PARKING 30,241 27.31
OPEN SPACE AND LANDSCAPE 53,660 48.46
HARDSCAPE (WALKS & PLAZAS)14,007 12.65
TOTAL NET COVERAGE 110,722.00
SF (2.54 AC)100.00
LOT 3, COUNTRY CLUB CORNERS SIXTH FILING, CITY OF FORT COLLINS, COUNTY
OF LARIMER, STATE OF COLORADO.
LEGAL DESCRIPTION* REQUIRED SPACES FOR RESTAURANT USE ARE CALCULATED AS FOLLOWED:
RESTAURANT FLOOR AREA = 3,644 SF
RESTAURANT PARKING STANDARD: 5 / 1,000 SF
3,644 SF / 1,000 SF = 3.64 X 5 = 18.22
**NO PARKING REQUIREMENT LISTED FOR DOG KENNEL USE
DOG KENNEL FLOOR AREA = 9,171 SF
43 SPACES / 9,171 SF = .0047 X 1,000 SF = 4.7 SPACES PROVIDED / 1,000 SF
PARKING BASED ON PROJECTED DEMAND
*** INCLUDES 3 (THREE) VAN ACCESSIBLE PARKING STALL
PROJECT PARKING
PROVIDED REQUIRED*
OFF-STREET PARKING 58
19
ACCESSIBLE PARKING***4
-VAN ACCESSIBLE 3
TOTAL 62 19
BUILDING HEIGHT
MAXIMUM HEIGHT STORIES
PRIMARY STRUCTURE 26'-7"1
SATELLITE BAR 13'-6"1
STAGE STRUCTURE 17'-0"1
SITE PLAN NOTES
1.THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY
PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS.
2.REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES,
PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS.
3.REFER TO THE UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY
INFORMATION.
4.ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES
WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE
BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED TO MATCH
SURROUNDING BUILDING SURFACES.
5.ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS.
6.ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A
CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY
DIFFUSION.
7.SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO
CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY.
8.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM.
9.ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.
10.ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT
ALL DESIGNATED ACCESSABLE PARKING SPACES. ACCESSABLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES
MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE.
11.THE PROPERTY OWNERS’ ASSOCIATION IS RESPONSIBLE FOR SNOW REMOVAL AND LANDSCAPE MAINTENANCE ON ALL ADJACENT STREET SIDEWALKS AND
SIDEWALKS IN COMMON OPEN SPACE AREAS.
12.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED,
DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE
DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY.
13.FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF
OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE
LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH
FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND Revised November 12, 2015 3 LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR
REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY.
14.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE
ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY-FINDING. ALL
BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE,
VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX-INCH NUMERALS ON A CONTRASTING BACKGROUND.
WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR
MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.
OWNER (SIGNED)Date
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
WITNESS MY HAND AND OFFICIAL SEAL.
NOTARY PUBLIC ADDRESS
THIS DAY OF
MY COMMISSION EXPIRES:
AS .
(PRINT NAME)
20 .A.D., BY
THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS OF THE REAL
PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE
CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN.
OWNER'S CERTIFICATE
SCALE: NTS
BICYCLE PARKING
PROVIDED REQUIRED
BICYCLE SPACES
RESTAURANT *4 4
DOG KENNEL **6 0
TOTAL 10 4
* REQUIRED BICYCLE PARKING SPACES ARE CALCULATED AS FOLLOWED:
RESTAURANT FLOOR AREA = 3,644 SF
RESTAURANT PARKING STANDARD: 1 / 1,000 SF
3,644 SF / 1,000 SF = 3.644 X 1 = 3.644
**NO BICYCLE PARKING REQUIREMENT LISTED FOR DOG KENNEL USE
DOG KENNEL FLOOR AREA = 9,171 SF
6 SPACES / 9,171 SF X 2,000 SF = 1.3 SPACES PROVIDED / 2,000 SF
PARKING BASED ON PROJECTED DEMAND
FLOOR AREA RATIO
BUILDING AREA (SF)12,814
LOT AREA (SF)110,722
FLOOR AREA RATIO 0.12
Sheet Number Sheet Title
L1 Cover
L2 Site Plan
L3 Site Plan Details
L4 Landscape & Tree Mitigation
L5 Landscape Notes & Details
SHEET INDEX
Director Signature
PLANNING CERTIFICATE
APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD
SERVICES OF THE CITY OF FORT COLLINS, COLORADO ON THIS DAY_______________
P1.0 Plumbing Valve Site Plan
P1.1 Plumbing Schedules
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L3
EXISTING PRIVATE DRIVE (30')
UNLEASHED ZONE
EXISTING BUILDING
DOG KENNEL
RESTAURANT & BAR
UNLEASHED ZONE
PRIVATE PARTY
UNLEASHED ZONE
10'-0"
DRAINAGE
ESMT
10'-0"
DRAINAGE
ESMT
7' CHAIN LINK FENCE GATE
WITH PANIC HARDWARE
EXISTING PRIVATE DRIVE (30')
EXISTING PRIVATE DRIVE (30')
10'-0" SIDEWALK
30'-0"
9'-0"9'-0"
5'-0"
9'-0"
29'-10"
7'-0"
SIDEWALK
9'-0"
18'-0"
9'-0"9'-0"
40'-5"
191'-1"
105'-9"
6'-0"
CONCRETE
WALK
5'-0"
9'-0"
6'-0"
30'-0" ACCESS, UTILITY,
AND DRAINAGE ESMT.
5'-0"
7' CHAIN LINK FENCE GATE
WITH PANIC HARDWARE
RAISED STAGE
(FUTURE PHASE)
TRASH ENCLOSURE LOCATION
SATELLITE BAR AND RESTROOMS
(FUTURE PHASE)
BIKE PARKING (10 SPACES)
GREASE INTERCEPTOR
WATER METER
PROPERTY BOUNDARY
RAISED PATIO
OUTDOOR KENNELS
RAMP
DOG VESTIBULE
STAGE STRUCTURE
(FUTURE PHASE)
PROPERTY BOUNDARY
PROPOSED BUILDING
12,814 SQUARE FEET
WALK
RAMP
LEASHED
AREA
HANDICAP SIGN, TYP.
42" RAILING
RE: ARCH
4' SPLIT RAIL FENCE
LARGE DOG
OUTDOOR PLAY
AREA
SMALL DOG
OUTDOOR PLAY
AREA
LANDING
MOVEABLE SEATING AND TABLES
(FUTURE PHASE)
UNLEASHED ZONE
ACCESS STAIR
MAINTENANCE
ACCESS GATE
DOG TIMEOUT
VESTIBULE
PRIVATE PARTY
PATIO
TRANSFORMER
PRIMARY ENTRANCE
EMPLOYEE ENTRANCE
STAFF PATIO
MAINTENANCE GATE
ROOF LINE
(FUTURE PHASE)
IRRIGATION METER
BENCHES (2)
KENNELS
FIRE ACCESS SIGN
FIRE ACCESS SIGN
FIRE ACCESS SIGN
FIRE ACCESS SIGN
9'-0"
17'-0"
7' CHAIN LINK FENCE GATE
WITH PANIC HARDWARE
TRASH AND RECYCLE
RECPTACLE
FDC CONNETION
POINT
17'-0"17'-0"
30'-0" ACCESS, UTILITY,
AND DRAINAGE ESMT.
10'-0"
UTILITY
ESMT
9'-0"
STORM TECH CHAMBERS
RE: CIVIL
67'-6" DRAINAGE ESMT
95
'
-
0
"
DR
A
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E
ES
M
T
60'-0"
DRAINAGE ESMT
29'-0"
DRAINAGE
ESMT
LAWN
HYDRANT
LAWN
HYDRANT
TRENCH DRAIN
RE: CIVIL
4'-0" WALK
6'-0" CONCRETE
WALK
8" CURB BORDER
CONCRETE BETWEEN
TRENCH AND WALL
RE: CIVIL
VAULTS
RE: P1.0 AND P1.1
VAULT
RE: SHEET P1.0 / P1.1
VAULT
RE: SHEET P1.0 / P1.1
X
X
UD
W
G
SS
P-UG
X
SD
= PROPOSED 7' VINYL COATED CHAINLINK FENCE
= PROPOSED 7' VINYL FENCE
= PROPOSED RAILING
= PROPOSED 5' SPLIT RAIL FENCE
= PROPERTY BOUNDARY
= STORMWATER UTILITY
= WATER UTILITY
= GAS UTILITY
= SANITARY SEWER UTILITY
= ELECTRIC UTILITY
= UNDER DRAIN
= SETBACK
= RIGHT OF WAY
= PROPOSED GRADING
SS
G
E
W
FO
P-UG
G
= EXISTING UNDERGROUND POWER UTILITY
= EXISTING LIGHT POLE
= EXISTING GAS UTILITY
= PROPOSED STORMWATER INLET
= PROPOSED SIGN
= PROPOSED MANHOLE
= EXISTING SANITARY SEWER
= EXISTING GAS LINE
= EXISTING ELECTRIC LINE
= EXISTING WATER LINE
= EXISTING FIBER OPTIC LINE
= EXISTING STORMWATER UTILITY
= EXISTING TOPOGRAPHY
CONCRETE
DRAWING NUMBER:
ISSUED
PROJECT No.:
DRAWN BY:
REVIEWED BY:
SEAL:
PREPARED BY:
No.DESCRIPTION DATE
REVISIONS
No.DESCRIPTION DATE
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419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com
RIPLEY DESIGN INC.
Katy Thompson
419 Canyon Ave. Suite 200
Fort Collins, CO 80521
p. 970.224.5828
f. 970.225.6657
Patrik Duncan
e. prduncan67@gmail.com
p. 970.413.9559
LANDSCAPE ARCHITECT
VFLA ARCHITECTURE + INTERIORS
Chris Aronson
419 Canyon Avenue, Suite 200
Fort Collins, CO 80521
p. 970.224.1191
OWNER
ARCHITECT
ENGINEER
OLSSON ENGINEERING
David Pendleton
1880 Fall River Drive, Suite 200
Loveland, CO 80538
p. 970.461.7733
SITE PLAN
FDP SUBMITTAL
SIT AND STAY DOG
BAR
06
05
04
FDP ROUND 3
FDP ROUND 2
PERMIT SET
05/08/2024
06/21/2023
02/28/2023
02/15/2023FDP ROUND 103
08/24/2022PDP ROUND 202
09/22/2021PDP ROUND 101
FORT COLLINS, CO
RL
AG
R21-026
L2 OF 7
NORTH
0 10 20 40
SCALE: 1"=20'-0"
LEGEND
NOTE: MOVEABLE SITE FURNISHINGS ARE CONCEPTUAL AND ARE SUBJECT TO
CHANGE OR BE REMOVED
DRAWING NUMBER:
ISSUED
PROJECT No.:
DRAWN BY:
REVIEWED BY:
SEAL:
PREPARED BY:
No.DESCRIPTION DATE
REVISIONS
No.DESCRIPTION DATE
Pl
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419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com
RIPLEY DESIGN INC.
Katy Thompson
419 Canyon Ave. Suite 200
Fort Collins, CO 80521
p. 970.224.5828
f. 970.225.6657
Patrik Duncan
e. prduncan67@gmail.com
p. 970.413.9559
LANDSCAPE ARCHITECT
VFLA ARCHITECTURE + INTERIORS
Chris Aronson
419 Canyon Avenue, Suite 200
Fort Collins, CO 80521
p. 970.224.1191
OWNER
ARCHITECT
ENGINEER
OLSSON ENGINEERING
David Pendleton
1880 Fall River Drive, Suite 200
Loveland, CO 80538
p. 970.461.7733
SITE PLAN DETAILS
FDP SUBMITTAL
SIT AND STAY DOG
BAR
06
05
04
FDP ROUND 3
FDP ROUND 2
PERMIT SET
05/08/2024
06/21/2023
02/28/2023
02/15/2023FDP ROUND 103
08/24/2022PDP ROUND 202
09/22/2021PDP ROUND 101
FORT COLLINS, CO
RL
AG
R21-026
L3 OF 7
7' VINYL FENCE AND GATE
NTS1
OP-SI1-04
541
2 [1384mm]
32 [813mm]
2 [51mm]
28 [711mm]
Ø12 [Ø305mm]
Ø5 [Ø127mm]
Ø235
8 [Ø600mm]
Ø235
8 [Ø600mm]
TRASH AND RECYCLE RECEPTACLE
NTS
SITE PRODUCT:
TRASH AND RECYCLE RECEPTACLE:
KEYSTONE RIDGE HARMONY DUAL
RECYCLE/LITTER RECEPTACLE, HIII-32DRT, 32
GAL, GLOSS BLACK, SURFACE MOUNT. PHONE:
724-284-1213
4
OP-PMF-32
71
73 1/2
73
33
2
1
/
3
2
23 13/16
BENCH
NTS
SITE PRODUCT:
BENCH: KEYSTONE RIDGE BESSEMER BENCH WITH
BACK, 72" BE26, BLACK COAT, SURFACE MOUNT.
PHONE: 724-284-1213
5
OP-PMF-33
7' VINYL COATED CHAIN LINK
NOT TO SCALE
TOP RAIL
NOTES:
1)CHAIN LINK SHALL BE VINYL COATED BLACK OR OTHER DARK COLOR
2)SEE PLANS FOR GATE LOCATIONS
POST
7'-0"
BURY POST IN
CONCRETE FOOTING
OP-SI1-11
6
5 STALL LOOP BIKE RACK
NOT TO SCALE
2" SCH. 40 STEEL PIPE
NOTES:
1.INSTALL BIKE RACKS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS
2.OWNER OR OWNER'S REP TO SELECT COLOR AND FINISH
3.SEE SITE AND LANDSCAPE PLANS FOR BIKE RACK LOCATIONS
CONCRETE PAD
SURFACE MOUNT
ELEVATION VIEW
PLAN VIEW
3
OP-SI1-12
7' CHAIN LINK FENCE GATE WITH PANIC HARDWARE
1/2" = 1'-0"
POST
TOP OF RAIL
7'-0"
PANIC HARWARE SHALL
BE LOCATED ON DOG
PARK SIDE OF FENCE
GATE.
(SEE NOTES BELOW)
NOTES:
PANIC HARDWARE
-MANUFACTURER: GREAT FENCE
-MODEL: PANIC BAR KIT
-COLOR: BLACK
1'-6"
PLATE
4'-0" GATE
3'-0"
7
OP-SI1-14
8' - 0"
1'-0"
30"
MIN.
3" MIN
5' SPLIT RAIL FENCE
3/8" = 1'-0"
1
2
3
7
4" MINIMUM
CLEARNACE
6
22
3
5
NOTE:
ALL WOOD TO BE WESTERN RED CEDAR. APPLY TWO
COATS OF APPROVED EXTERIOR SEMI-TRANSPARENT
OIL STAIN TO WOOD - DIAMOND VOGEL AG-SERIES
GRAIN STAIN OR APPROVED EQUAL.
30"
MIN.
8
4X4 POST1
2X4 HORIZONTAL SLAT2
4" X 4" WIRE MESH3
4 X 4 GATE POST. SEE PLAN FOR LAYOUT5
BOERBOL STANDARD WRAP HINGE (BLACK), TYP. INSTALLED PER MANUFACTURERS RECOMMENDATIONS6
CONCRETE FOOTING FOR EACH POST, TYP.7
BOERBOL HEAVY-DUTY GATE LATCH (BLACK), INSTALLED PER MANUFACTURERS RECOMMENDATION.
LATCH FOR GATE SHOULD FACE THE INSIDE OF THE HOLDING AREA
8
3"
3"
3"
5'-0"
2
OP-SI1-31
WM
T
MH
WV
EV
EV
C
C
C
D
S
VAULT 1VAULT 1VAULT 1VAULT 1
VALVE 1VALVE 1VALVE 1VALVE 1
VAULT 2VAULT 2VAULT 2VAULT 2
VALVE 2VALVE 2VALVE 2VALVE 2
VAULT 3VAULT 3VAULT 3VAULT 3
VALVE 3VALVE 3VALVE 3VALVE 3
VAULT 4VAULT 4VAULT 4VAULT 4
VALVE 4VALVE 4VALVE 4VALVE 4
4" SANITARY4" SANITARY4" SANITARY4" SANITARY
12" STORM12" STORM12" STORM12" STORM
15" STORM15" STORM15" STORM15" STORM
4" STORM4" STORM4" STORM4" STORM
419 Canyon Avenue, Suite 200 Fort Collins, CO 80521
ph: 970.224.1191 www.vfla.com
DRAWING NUMBER:
PROJECT NUMBER:
SEAL:
IN ASSOCIATION WITH:
Strength in design. Strength in partnership.
Strength in community.
INTEGRATED MECHANICAL, LLC
THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR
COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF IM.
CHECKED BY:
DRAWN BY:
COPYRIGHT:
Issued
No.Description Date
1
Revisions
2
3
4
5
6
No.Description Date
VAUGHT FRYE LARSON architects
07
-
M
a
y
-
2
4
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P1.0
SITE PLAN
SIT AND STAY
DOG BAR
1524 N. COLLEGE AVE.
FORT COLLINS, CO
TMS
TMS
0" 1" 2"
1" = 30'-0"SITE
PLAN
NOTES:NOTES:NOTES:NOTES:
1. 1. 1. 1. THE INTENT OF THIS SYSTEM IS TO DIVERT THE STORM DRAINAGE TO THE THE INTENT OF THIS SYSTEM IS TO DIVERT THE STORM DRAINAGE TO THE THE INTENT OF THIS SYSTEM IS TO DIVERT THE STORM DRAINAGE TO THE THE INTENT OF THIS SYSTEM IS TO DIVERT THE STORM DRAINAGE TO THE
SANITARY DURING SITE IRRIGATION PERIODS.SANITARY DURING SITE IRRIGATION PERIODS.SANITARY DURING SITE IRRIGATION PERIODS.SANITARY DURING SITE IRRIGATION PERIODS.
2. 2. 2. 2. THE GC SHALL COORDINATE ALL TRADES TO ENSURE ALL ASSPECTS ARE THE GC SHALL COORDINATE ALL TRADES TO ENSURE ALL ASSPECTS ARE THE GC SHALL COORDINATE ALL TRADES TO ENSURE ALL ASSPECTS ARE THE GC SHALL COORDINATE ALL TRADES TO ENSURE ALL ASSPECTS ARE
ACCOUNTED FOR.ACCOUNTED FOR.ACCOUNTED FOR.ACCOUNTED FOR.
3. 3. 3. 3. THE CONTROL SYSTEM SHALL BE DESIGN BUILD BY THE VENDOR/CONTRACTOR.THE CONTROL SYSTEM SHALL BE DESIGN BUILD BY THE VENDOR/CONTRACTOR.THE CONTROL SYSTEM SHALL BE DESIGN BUILD BY THE VENDOR/CONTRACTOR.THE CONTROL SYSTEM SHALL BE DESIGN BUILD BY THE VENDOR/CONTRACTOR.
4. 4. 4. 4. THE IRRIGATION CONTRACTOR SHALL PROVIDE A SET OF DR Y CONTACTS, ON THE IRRIGATION CONTRACTOR SHALL PROVIDE A SET OF DR Y CONTACTS, ON THE IRRIGATION CONTRACTOR SHALL PROVIDE A SET OF DR Y CONTACTS, ON THE IRRIGATION CONTRACTOR SHALL PROVIDE A SET OF DR Y CONTACTS, ON
THE IRRIGATION CONTROL SYSTEM, THAT ARE NORMALLY OPEN. THE CONTACTS THE IRRIGATION CONTROL SYSTEM, THAT ARE NORMALLY OPEN. THE CONTACTS THE IRRIGATION CONTROL SYSTEM, THAT ARE NORMALLY OPEN. THE CONTACTS THE IRRIGATION CONTROL SYSTEM, THAT ARE NORMALLY OPEN. THE CONTACTS
SHALL CLOSE WHENEVER THE IRRIGATION SYSTEM IS ENGAGED. THE CONTACTS SHALL CLOSE WHENEVER THE IRRIGATION SYSTEM IS ENGAGED. THE CONTACTS SHALL CLOSE WHENEVER THE IRRIGATION SYSTEM IS ENGAGED. THE CONTACTS SHALL CLOSE WHENEVER THE IRRIGATION SYSTEM IS ENGAGED. THE CONTACTS
ARE TO BE RATED FOR UP TO 15 APMS AT 120 VOLTS.ARE TO BE RATED FOR UP TO 15 APMS AT 120 VOLTS.ARE TO BE RATED FOR UP TO 15 APMS AT 120 VOLTS.ARE TO BE RATED FOR UP TO 15 APMS AT 120 VOLTS.
5. 5. 5. 5. THE ELECTRICAL CONTRACTOR SHALL RUN A SET OF SIGNAL WIRES FROM THE THE ELECTRICAL CONTRACTOR SHALL RUN A SET OF SIGNAL WIRES FROM THE THE ELECTRICAL CONTRACTOR SHALL RUN A SET OF SIGNAL WIRES FROM THE THE ELECTRICAL CONTRACTOR SHALL RUN A SET OF SIGNAL WIRES FROM THE
IRRIGATION SYSTEM TO THE VALVE CONTROL SYSTEM.IRRIGATION SYSTEM TO THE VALVE CONTROL SYSTEM.IRRIGATION SYSTEM TO THE VALVE CONTROL SYSTEM.IRRIGATION SYSTEM TO THE VALVE CONTROL SYSTEM.
6. 6. 6. 6. THE ELECTRICAL CONTRACTOR SHALL PROVIDE 120 VOLT PO WER TO EACH OF THE ELECTRICAL CONTRACTOR SHALL PROVIDE 120 VOLT PO WER TO EACH OF THE ELECTRICAL CONTRACTOR SHALL PROVIDE 120 VOLT PO WER TO EACH OF THE ELECTRICAL CONTRACTOR SHALL PROVIDE 120 VOLT PO WER TO EACH OF
THE CONTROL VALVES. THE CONTROL VALVES. THE CONTROL VALVES. THE CONTROL VALVES.
SEQUENCE OF OPERATIONS:SEQUENCE OF OPERATIONS:SEQUENCE OF OPERATIONS:SEQUENCE OF OPERATIONS:
1. 1. 1. 1. THE STORM DRAIN VALVES 2 AND 3 SHALL BE NORMALLY OP EN.THE STORM DRAIN VALVES 2 AND 3 SHALL BE NORMALLY OP EN.THE STORM DRAIN VALVES 2 AND 3 SHALL BE NORMALLY OP EN.THE STORM DRAIN VALVES 2 AND 3 SHALL BE NORMALLY OP EN.
2. 2. 2. 2. THE SANITARY DRAIN VALVES 1 AND 4 SHALL BE NORMALLY CLOSED.THE SANITARY DRAIN VALVES 1 AND 4 SHALL BE NORMALLY CLOSED.THE SANITARY DRAIN VALVES 1 AND 4 SHALL BE NORMALLY CLOSED.THE SANITARY DRAIN VALVES 1 AND 4 SHALL BE NORMALLY CLOSED.
3. 3. 3. 3. UPON DETECTION OF A CLOSED CONTACTOR AT THE IRRIGATION SYSTEM, UPON DETECTION OF A CLOSED CONTACTOR AT THE IRRIGATION SYSTEM, UPON DETECTION OF A CLOSED CONTACTOR AT THE IRRIGATION SYSTEM, UPON DETECTION OF A CLOSED CONTACTOR AT THE IRRIGATION SYSTEM,
VALVES 2 AND 3 SHALL CLOSE AND VALVES 1 AND 4 SHALL OPEN.VALVES 2 AND 3 SHALL CLOSE AND VALVES 1 AND 4 SHALL OPEN.VALVES 2 AND 3 SHALL CLOSE AND VALVES 1 AND 4 SHALL OPEN.VALVES 2 AND 3 SHALL CLOSE AND VALVES 1 AND 4 SHALL OPEN.
4. 4. 4. 4. WHEN THE IRRIGATION CONTACTOR RETURNS TO OPEN THE VALVES SHALL WHEN THE IRRIGATION CONTACTOR RETURNS TO OPEN THE VALVES SHALL WHEN THE IRRIGATION CONTACTOR RETURNS TO OPEN THE VALVES SHALL WHEN THE IRRIGATION CONTACTOR RETURNS TO OPEN THE VALVES SHALL
RETURN TO THE "NORMAL" POSITION. RETURN TO THE "NORMAL" POSITION. RETURN TO THE "NORMAL" POSITION. RETURN TO THE "NORMAL" POSITION.
PLUMBING VALVE
FDP RD 3 05/08/2024
S AN IT A RY4" 4" 4" 4"
419 Canyon Avenue, Suite 200 Fort Collins, CO 80521
ph: 970.224.1191 www.vfla.com
DRAWING NUMBER:
PROJECT NUMBER:
SEAL:
IN ASSOCIATION WITH:
Strength in design. Strength in partnership.
Strength in community.
INTEGRATED MECHANICAL, LLC
THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR
COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF IM.
CHECKED BY:
DRAWN BY:
COPYRIGHT:
Issued
No.Description Date
1
Revisions
2
3
4
5
6
No.Description Date
VAUGHT FRYE LARSON architects
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07-May-24 3:17:52 PM
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P1.1
PLUMBING
SCHEDULES
SIT AND STAY
DOG BAR
1524 N. COLLEGE AVE.
FORT COLLINS, CO
TMS
TMS
VAULTVAULTVAULTVAULT----1,2,3,41,2,3,41,2,3,41,2,3,4
VALVEVALVEVALVEVALVE----1,2,3,41,2,3,41,2,3,41,2,3,4
VAULTVAULTVAULTVAULT----3333 VAULT 1,2,4VAULT 1,2,4VAULT 1,2,4VAULT 1,2,4
FACTORY TO PROVIDE FACTORY TO PROVIDE FACTORY TO PROVIDE FACTORY TO PROVIDE
APPROXIMATELY 18" APPROXIMATELY 18" APPROXIMATELY 18" APPROXIMATELY 18"
DIA PIPE OPENINGS DIA PIPE OPENINGS DIA PIPE OPENINGS DIA PIPE OPENINGS
BOTH SIDES BOTH SIDES BOTH SIDES BOTH SIDES ----
CONTRACTOR TO CONTRACTOR TO CONTRACTOR TO CONTRACTOR TO
COORDINATE EXACT COORDINATE EXACT COORDINATE EXACT COORDINATE EXACT
REQUIREMENTS AND REQUIREMENTS AND REQUIREMENTS AND REQUIREMENTS AND
INVERTSINVERTSINVERTSINVERTS
80"80"80"80"
FACTORY TO PROVIDE FACTORY TO PROVIDE FACTORY TO PROVIDE FACTORY TO PROVIDE
PIPE OPENINGS BOTH PIPE OPENINGS BOTH PIPE OPENINGS BOTH PIPE OPENINGS BOTH
SIDES SIDES SIDES SIDES ----VAULT 1,4 VAULT 1,4 VAULT 1,4 VAULT 1,4
5" 5" 5" 5" ----VAULT 2 15" VAULT 2 15" VAULT 2 15" VAULT 2 15"
DIA DIA DIA DIA ----CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR
TO COORDINATE TO COORDINATE TO COORDINATE TO COORDINATE
EXACT REQUIREMENTS EXACT REQUIREMENTS EXACT REQUIREMENTS EXACT REQUIREMENTS
AND INVERTSAND INVERTSAND INVERTSAND INVERTS
80"80"80"80"
CONTRACTOR TO PROVIDE AND CONTRACTOR TO PROVIDE AND CONTRACTOR TO PROVIDE AND CONTRACTOR TO PROVIDE AND
INSTALL MANHOLE AND RINGS INSTALL MANHOLE AND RINGS INSTALL MANHOLE AND RINGS INSTALL MANHOLE AND RINGS ----
CONTACTOR TO DETERMINE EXACT CONTACTOR TO DETERMINE EXACT CONTACTOR TO DETERMINE EXACT CONTACTOR TO DETERMINE EXACT
EXTENSION HEIGHT REQUIRED FOR EXTENSION HEIGHT REQUIRED FOR EXTENSION HEIGHT REQUIRED FOR EXTENSION HEIGHT REQUIRED FOR
A FLUSH INSTALLATION A FLUSH INSTALLATION A FLUSH INSTALLATION A FLUSH INSTALLATION
CONTRACTOR TO PROVIDE AND CONTRACTOR TO PROVIDE AND CONTRACTOR TO PROVIDE AND CONTRACTOR TO PROVIDE AND
INSTALL MANHOLE AND RINGS INSTALL MANHOLE AND RINGS INSTALL MANHOLE AND RINGS INSTALL MANHOLE AND RINGS ----
CONTACTOR TO DETERMINE EXACT CONTACTOR TO DETERMINE EXACT CONTACTOR TO DETERMINE EXACT CONTACTOR TO DETERMINE EXACT
EXTENSION HEIGHT REQUIRED FOR EXTENSION HEIGHT REQUIRED FOR EXTENSION HEIGHT REQUIRED FOR EXTENSION HEIGHT REQUIRED FOR
A FLUSH INSTALLATION A FLUSH INSTALLATION A FLUSH INSTALLATION A FLUSH INSTALLATION
SYSTEM SHALL INCLUDE:SYSTEM SHALL INCLUDE:SYSTEM SHALL INCLUDE:SYSTEM SHALL INCLUDE:
FDP RD 3 05/08/2024