HomeMy WebLinkAboutMULBERRY CONNECTION - FDP200030 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (2)JOHN DEERE AVE.CLOVERLEAF WAYZONING:
COMMERCIAL
ZONING:
COMMERCIAL
E. VINE DR.
REDMAN DR.
SITE
ZONING:
COMMERCIAL
ZONING:
COMMERCIAL
ZONING:
INDUSTRIALNE FRONTAGE RD.I-25I-25CITY LIMITS
ZONING:
INDUSTRIAL
ZONING:
LOW DENSITY MIXED-USE
NEIGHBORHOOD DISTRICT
MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY
NOT FOR
Kimley-Horn and Associates, Inc.
CONSTRUCTION
OF 40
UTILITY PLANS AND CONSTRUCTION DOCUMENTS FOR
MULBERRY CONNECTION
LOTS 1 & 2, REDMAN SUBDIVISION,
LOCATED IN THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH,
RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
JANUARY 21, 2021
1
096501004_PDP_CV
N SITE LOCATION MAP
BOXELDER SANITATION DISTRICT
UTILITY PLAN REVIEW
REVIEWED BY: _________________________________ ____________
DISTRICT MANAGER DATE
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN
ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS
OF PLANS.
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
REVIEWED BY: _________________________________ ____________
DISTRICT MANAGER DATE
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN
ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS
OF PLANS.
Incorrect Value
2/16/2021
MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY
NOT FOR
Kimley-Horn and Associates, Inc.
CONSTRUCTION
OF 40
096501004_PDP_CV
–
2
’
“”
–
’
’
’
—
’
“”
“”
“”
“”
2/16/2021
Incorrect Value
MULBERRY CONNECTION
CITY OF FORT COLLINS
UTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLYNOT FORKimley-Horn and Associates, Inc.CONSTRUCTION OF 40RKnow what's below. Call before you dig.096501004_PDP_GDLEGEND17NORTHNORTH2/16/2021Incorrect Value
BUILDING 2
FFE: 4956.10'DETENTION POND
WSE = 4952.00'MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY
NOT FOR
Kimley-Horn and Associates, Inc.
CONSTRUCTION
OF 40
R
Know what's below.
Call before you dig.
NORTH GRADING DETAILS096501004_CD_GD_DTLS
18
LEGEND
2/16/2021
Incorrect Value
DETENTION POND
WSE = 4952.00'
BUILDING 2
FFE: 4956.10'MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY
NOT FOR
Kimley-Horn and Associates, Inc.
CONSTRUCTION
OF 40
R
Know what's below.
Call before you dig.
NORTH GRADING DETAILS096501004_CD_GD_DTLS
LEGEND
19
2/16/2021
Incorrect Value
BUILDING 1
FFE: 4956.50'MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY
NOT FOR
Kimley-Horn and Associates, Inc.
CONSTRUCTION
OF 40
R
Know what's below.
Call before you dig.
NORTH GRADING DETAILS096501004_CD_GD_DTLS
LEGEND
20
2/16/2021
Incorrect Value
BUILDING 1
FFE: 4956.50'MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY
NOT FOR
Kimley-Horn and Associates, Inc.
CONSTRUCTION
OF 40
R
Know what's below.
Call before you dig.
NORTH GRADING DETAILS096501004_CD_GD_DTLS
LEGEND
21
2/16/2021
Incorrect Value
MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY
NOT FOR
Kimley-Horn and Associates, Inc.
CONSTRUCTION
OF 40
R
Know what's below.
Call before you dig.
39 IRRIGATION DETAILS10'
12" MIN 18" MIN 18" MIN 12" MIN
ALL PLASTIC PIPING TO BE SNAKED IN
TRENCHES AS SHOWN.
TAPE AND BUNDLE WIRING AT 10 FT. INTERVALS
ALL MAIN LINES TO BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S INSTALLATION
SPECIFICATIONS.
120 VOLT IN CONDUIT
WIRING
MAIN SUPPLY
LATERAL
MAIN SUPPLY,
LATERAL, AND
WIRING
MAINLINE
WIRING
LATERAL
METAL DETECTABLE
MARKING TAPE
TYPICAL TRENCHING
SECTION NTS
ALL 120 VOLT WIRING IN CONDUIT
TO BE INSTALLED IN ACCORDANCE
WITH LOCAL CODE.
12" MIN12" MIN
2
IR2.1
TYPICAL SLEEVING
SECTION NTS
3'-0" MIN 3'-0" MIN
3'-0" MINHARDSCAPE BASE
CONCRETE CURB WHERE APPLICABLE
METALLIC DISC
END OF SLEEVE
SHARED SLEEVE, WHERE
APPLICABLE WITH
LATERALS & MAINLINE ONLY
ALL WIRING IS SEPARATE CONDUIT
END OF SLEEVE
3
IR2.1
TYPICAL QUICK COUPLER
SECTION NTS
NOTE:
FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE
INLET SIZE.
FINISHED GRADE/ TOP
OF MULCH
QUICK-COUPLING VALVE
VALVE BOX WITH COVER
PVC SCH 80 NIPPLE
6-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
BRICK (1 EACH CORNER) SUPPORT
PVC SCH 80 NIPPLE
PVC SCH 40 SWEEP ELL
PVC SCH 40 SWEEP ELL
PVC SCH 40 TEE OR ELL
MAINLINE PIPE
PVC SCH 40 ELL
STAINLESS STEEL GEAR
CLAMPS OR EQUIVALENT
SUPPORT SYSTEM
4
IR2.1
MASTER CONTROL VALVE
SECTION NTS
BRICK SUPPORTS,
(1 EACH SIDE - 2 TOTAL).
SCHEDULE 60 NIPPLES,
VALVE INLET SIZE (TYP.)
MASTER CONTROL
VALVE AS SPECIFIED.
TURF
PVC MAIN LINE.
1
2" WIRE CLOTH
GOPHER SCREEN,
WRAP UP SIDES.
PVC CONDUIT FOR
CONTROLLER WIRES.
SET BOX 2" ABOVE
GRADE AT SHRUBS.
SET BOX FLUSH TO
GRADE AT TURF.
WATER PROOF WIRE CONNECTORS ON
30" LOOPED WIRES.
NDS RECTANGULAR BOX WITH 6"
EXTENSIONS AS REQUIRED.12" MIN.BELOW GRADE18" MIN. BELOW GRADE.5
IR2.1
DRIP ZONE VALVE KIT
SECTION / PLAN NTS
3
4
5
6
7
8
9
8
10
11
12
13 14
15
16
17
18
2
3
15
14 7
7
14
15
16
14
FINISH GRADE/TOP OF MULCH1
VALVE BOX WITH LOCKING COVER2
REMOTE CONTROL VALVE3
30-INCH LINEAR LENGTH OF WIRE, COILED4
WATERPROOF CONNECTION5
ID TAG6
PRESSURE REGULATING QUICK CHECK BASKET FILTER7
PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)8
PVC SCH 40 ELL9
PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND
PVC SCH 40 ELL
10
PVC SCH 40 TEE OR ELL11
MAINLINE PIPE12
6-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL13
PVC SCH 80 NIPPLE, CLOSE14
PVC SCH 40 ELL15
PVC SCH 40 TEE16
LATERAL PIPE17
PVC SCH 40 FEMALE ADAPTOR18
1 2
6
IR2.1
FINISH GRADE/TOP OF MULCH
ROOT WATERING SYSTEM: RAIN BIRD RWS
SWING ASSEMBLY (INCLUDED)
1/2" (1,3 CM) MALE NPT INLET (INCLUDED)
PVC SCH 40 TEE OR EL
PVC OR POLYETHYLENE LATERAL PIPE
OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS
4" (10,2 CM) WIDE X 36" (91,4 CM) LONG RIGID BASKET
WEAVE CANISTER (INCLUDED)
PLANT ROOT BALL
NOTES:
1. POSITION 2-3 UNITS (OR MORE) EVENLY SPACED AROUND PLANT. FOR NEW TREES PLACE NEAR ROOT BALL. FOR EXISTING TREES PLACE HALF THE DISTANCE
BETWEEN CANOPY EDGE AND TREE TRUNK.
2. INSTALL PRODUCT WITH TOP EVEN WITH GROUND SURFACE.
3. RWS SERIES AVAILABLE IN THE FOLLOWING MODELS:
RWS-B-C-1401: 0.25 GPM (0,95 L/M), CHECK VALVE
RWS-B-1401: 0.25 GPM (0,95 L/M)
RWS-B-X-1401: 0.25 GPM (0,95 L/M), 18" (45,7 CM) SWING ASSEMBLY
RWS-B-C-1402: 0.5 GPM (1,9 L/M), CHECK VALVE
RWS-B-1402: 0.5 GPM (1,9 L/M)
RWS-B-C-1404: 1.0 GPM (3,8 L/M), CHECK VALVE
4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION
AND ROOT PENETRATION.
5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID.
6. OPTIONAL RWS-SOCK FOR USE IN SANDY SOILS.
ROOT WATERING SYSTEM NTS
096-501.-004-24
7
IR2.1
3" = 1'-0"
DRIP EMITTER AT 1/4" TUBING
SINGLE-OUTLET EMITTER.
1/2" POLY DRIP TUBING.
EMITTER.
TIE-DOWN STAKE AT
TOP OF MULCH ELEVATION.
1/4" DISTRIBUTION TUBING.
1/4" TUBING STAKE.
DIFFUSER BUG CAP.
096-501.-004-30
1
096501004_CD_IR2/16/2021
Mask Text