HomeMy WebLinkAboutMULBERRY CONNECTION - FDP200030 - - UTILITY PLANS (5)JOHN DEERE AVE.CLOVERLEAF WAYZONING:
COMMERCIAL
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E. VINE DR.
REDMAN DR.
SITE
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COMMERCIAL
ZONING:
COMMERCIAL
ZONING:
INDUSTRIALNE FRONTAGE RD.I-25I-25CITY LIMITS
ZONING:
INDUSTRIAL
ZONING:
LOW DENSITY MIXED-USE
NEIGHBORHOOD DISTRICT
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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.
MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY
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MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY
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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.
‘’ ‘’
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4 EROSION CONTROL PLAN - INITIAL096501004_CD_EC
NORTH
LEGEND
APPLICABLE CONTROL MEASURE DETAILS EROSION CONTROL ADDITIONAL NOTES
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5 EROSION CONTROL PLAN - FINAL096501004_CD_EC
NORTH
LEGEND
APPLICABLE CONTROL MEASURE DETAILSEROSION CONTROL ADDITIONAL NOTES
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LEGEND
6 OFF-SITE INITIAL EROSION CONTROL096501004_CD_EC_OFF
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7 OFF-SITE FINAL EROSION CONTROL096501004_CD_EC_OFF
LEGEND
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8 EROSION CONTROL DETAILS096501004_CD_EC_DT
SWMP INFORMATION
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9 EROSION CONTROL DETAILS096501004_CD_EC_DT
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10 EROSION CONTROL DETAILS096501004_CD_EC_DT
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LEGEND
GENERAL NOTES
ALERT TO CONTRACTOR:
13
TREE PROTECTION NOTES:
1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN
AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL.
2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS
A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE.
3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND
REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE
REQUIRED BY CODE.
4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH
BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T- POSTS, NO CLOSER
THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO
STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.
5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR
MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE,
MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR
GROUP OF TREES.
6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.
7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY
EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3)
ABOVE.THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-
TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.
8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE
ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE
IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:
Tree Diameter at Breast Height (inches)Auger Distance From Face of Tree (feet)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
Over 19 15
9.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO
ACTIVE NESTS IN THE AREA.
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NORTH
096501004_PDP_FRONT
LEGEND
14
15 15 15
14 7
9 10
1312
9 10
6
105
12
14
4 9
15
5
7
5
7
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LEGEND
NORTH
15 SITE PLAN096501004_PDP_SP
SITE PLAN NOTES
SITE PLAN NOTES
·
·
·
·
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16 HORIZONTAL CONTROL PLAN096501004_CD_HC
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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_GDLEGEND17NORTHNORTH
BUILDING 2
FFE: 4956.10'DETENTION POND
WSE = 4952.00'MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY
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NORTH GRADING DETAILS096501004_CD_GD_DTLS
18
LEGEND
DETENTION POND
WSE = 4952.00'
BUILDING 2
FFE: 4956.10'MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY
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NORTH GRADING DETAILS096501004_CD_GD_DTLS
LEGEND
19
BUILDING 1
FFE: 4956.50'MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY
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NORTH GRADING DETAILS096501004_CD_GD_DTLS
LEGEND
20
BUILDING 1
FFE: 4956.50'MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY
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NORTH GRADING DETAILS096501004_CD_GD_DTLS
LEGEND
21
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LEGEND
NORTH
GENERAL NOTES
22
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.
MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY
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096501004_CD_SSWRSANITARY SEWER PLAN AND PROFILENOTESLEGEND
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.
MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY
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096501004_CD_SSWRSANITARY SEWER PLAN AND PROFILENOTES
LEGEND
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.
MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY
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096501004_CD_STMPRIVATE STORM PLAN AND PROFILENOTESLEGEND
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096501004_CD_STMPRIVATE STORM PLAN AND PROFILENOTES
LEGEND
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096501004_CD_STMPRIVATE STORM PLAN AND PROFILENOTES
LEGEND
NORTHNORTHNORTH
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096501004_CD_WATER WATER PLAN AND PROFILENORTHNOTES
LEGEND
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.
MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY
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LEGEND
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29
NOTES
SWALE CROSS-SECTION
MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY
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NORTH
30
096501004_DRN_DTLSDRAINAGE DETAILS
CC
A
A
B
B
SECTION C-C
SECTION A-A SECTION B-B
WELL SCREEN FLOW CONTROL PLATE
PLAN
GENERAL NOTES
SECTION D-D
D
D
A A
ABBREVIATIONS
LEGEND
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096501004_DRN_DTLSDRAINAGE DETAILS
8" MIN 4" MIN DIAMETER
PERFORATED PVC
UNDERDRAIN
2" MIN
30" MIN
12" MAX1
GEOTEXTILE LINER
(AS PER PLAN)
MAXIMUM ALLOWABLE
PONDING DEPTH IS 12"
FROM THE TOP OF THE
MULCH
4 MAX
NON-FLOATABLE
MULCH (AS PER
PLAN)
3"
PONDING DEPTH MUST
NOT EXCEED FLOWLINE
ELEVATION OF ADJACENT
GUTTER
FOREBAY IS REQUIRED TO
BE PLACED AT ALL INFLOW
LOCATIONS; WITH A
MINIMUM 3" DROP FROM
GUTTER FLOWLINE TO
FOREBAY
4" MIN DEPTH OF
DIAPHRAGM AGGREGATE
8" MIN DEPTH OF
RESERVOIR AGGREGATE
18" MIN DEPTH OF
BIORETENTION SAND
MEDIA
8" MIN DEPTH
THICKENED CURB
ADJACENT TO
VEHICULAR
PAVEMENTS
OVERFLOW
RISER OPTION
(AS PER PLAN)
STANDARD CROSS-SECTION
18" MIN
4"
8"
NATIVE SOIL
ZONE
FLAT
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096501004_DRN_DTLSDRAINAGE DETAILSNORTH
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096501004_DRN_DTLSADS DETAILS
MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY
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096501004_DRN_DTLSADS DETAILS
MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY
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096501004_DRN_DTLSADS DETAILS
X
112"112"
1"
1"1"
112"
112"
21.615
112"
7.0016
1"
13.617
1"
11.518
1"
C2
RS
112"
1920.5
112"112"
PIPE SLEEVING,
TYP.
DRIP ZONE
VALVE KIT, TYP.
AREA FOR DRIPLINE, TYP.
ROOT WATERING SYSTEM, TYP.
LATERAL LINE, TYP.
MAINLINE, TYP.
CONTRACTOR TO IRRIGATE
DETENTION BASIN SEED THROUGH
ESTABLISHMENT ON A SEPARATE
VALVE THAN OTHER NATIVE SEED
AREAS
CONTROLLER AND RAIN SENSOR SHOWN
SCHEMATICALLY. CONTRACTOR TO
COORDINATE FINAL LOCATION WITH
OWNER/ ARCHITECT.
112"1"BFMVFSCRS112"112"112"112"112"112"BF2MV2FS2112"112"1"1"1"112"112"1"1"1"112"1"1"112"1"112"12"112"112"14.501"23.671"32.001"420.91"520.61"76.501"817.01"924.9112"23.7101"23.6111"139.741"11.0141"21.615112"7.00161"13.6171"11.5181"C2RS1"112"112"112"122.001"622.1112"1920.5112"112"112"112"MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY
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MATCHLINE; SEE SHEET 37
36 IRRIGATION PLANNORTH
31
NORTH096501004_CD_IR
1"
BF
MV
FS
C
RS
112"112"112"112"
112"
112"
BF2
MV2
FS2
1"
1"
112"112"
1"
112"
1"
1"
112"
1"112"
12"
14.50
1"
23.67
1"
32.00
1"
420.9
1"
520.6
1"76.50
1"
817.0
1"924.9
112"
23.710
1"
23.611
1"
139.74
1"
11.014
1"
1"
112"
112"
122.00
1"
622.1
112"
112"
POC,MASTER VALVE,BACKFLOW
PREVENTOR, AND FLOW SENSOR SHOWN
SCHEMATICALLY. CONTRACTOR TO TIE OFF
OF 1" DOMESTIC LINE AND COORDINATE
FINAL LOCATION WITH OWNER/ ARCHITECT.
CONTROLLER AND RAIN SENSOR SHOWN
SCHEMATICALLY. CONTRACTOR TO
COORDINATE FINAL LOCATION WITH
OWNER/ ARCHITECT.
LATERAL LINE, TYP.
MAINLINE, TYP.
AREA FOR DRIPLINE, TYP.
ROOT WATERING SYSTEM, TYP.
PIPE
SLEEVING,
TYP.
DRIP ZONE
VALVE KIT, TYP.
CONTRACTOR TO IRRIGATE
NATIVE SEED THROUGH
ESTABLISHMENT
CONTRACTOR TO IRRIGATE
DETENTION BASIN SEED THROUGH
ESTABLISHMENT ON A SEPARATE
VALVE THAN OTHER NATIVE SEED
AREAS 1"BFMVFSCRS112"112"112"112"112"112"BF2MV2FS2112"112"1"1"1"112"112"1"1"1"112"1"1"112"1"112"12"112"112"14.501"23.671"32.001"420.91"520.61"76.501"817.01"924.9112"23.7101"23.6111"139.741"11.0141"21.615112"7.00161"C2RS1"112"112"112"122.001"622.1112"1920.5112"112"112"112"MULBERRY CONNECTIONCITY OF FORT COLLINSUTILITY PLANS AND CONSTRUCTION DOCUMENTSFOR REVIEW ONLY
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37 IRRIGATION PLANMATCHLINE; SEE SHEET 36
NORTH
L2.0
NORTH096501004_CD_IR
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38 IRRIGATION NOTES AND DETAILSGENERAL IRRIGATION SPECIFICATIONS AND NOTES
1.THE SYSTEM SHALL BE DESIGNED TO PROVIDE 100% COVERAGE. ANY CHANGES MADE IN THE LAYOUT DUE TO
FIELD CONDITIONS SHALL BE IN ACCORDANCE WITH THESE STANDARDS. CONTRACTOR SHALL NOTIFY LANDSCAPE
ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK.
THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION SLIGHT FIELD MODIFICATIONS MAY BE
NECESSARY TO IMPLEMENT PLAN.
2.THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT
APPROVAL OF THE LANDSCAPE ARCHITECT.
3.ALL CONSTRUCTION SHALL CONFORM TO TOWN, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE
THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS
GOVERNMENT REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY
PERMITS OR APPROVALS.
4.VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. ALL
UTILITIES AND STRUCTURES MAY NOT BE SHOWN ON THESE PLANS-CONTRACTOR SHALL FIELD VERIFY.
5.CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION.
CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE WATER PRESSURE EXCEEDS 5 PSI HIGHER OR
LOWER THAN AVAILABLE WATER PRESSURE. REFER TO CRITICAL ANALYSIS FOR ASSUMED STATIC PRESSURE.
6.CONTRACTOR TO FIELD VERIFY ALL POINT OF CONNECTION SOURCE INFORMATION INCLUDING PSI AND GPM
PRIOR TO CONSTRUCTION.
7.IRRIGATION DESIGN IS SCHEMATIC ONLY. FULL AND COMPLETE SHOP DRAWINGS SHALL BE SUBMITTED FOR
REVIEW BY THE OWNER'S REPRESENTATIVE.
8.CONTRACTOR SHALL COORDINATE WITH THE PLANTING PLAN FOR PLANTER BED AND TREE LOCATIONS TO
ENSURE ALL PLANT MATERIAL IS COVERED BY 100% HEAD-TO-HEAD IRRIGATION.
9.CONTRACTOR SHALL PROVIDE "AS-BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT SUBSTANTIAL
COMPLETION BEFORE RECEIVING FINAL PAYMENT.
10.IRRIGATION CONTRACTOR TO COORDINATE POWER SUPPLY TO ELECTRIC CONTROLLERS WITH ELECTRICAL
CONTRACTOR.
11.IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO
COMMENCEMENT OF HIS OPERATIONS ON-SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE
OWNER/GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS
OF LOCAL AND/OR STATE JURISDICTION.
12.IRRIGATION LATERAL LINES, MAIN LINES AND EQUIPMENT MAY BE SHOWN OUTSIDE PROPERTY LINES ON THIS
PLAN, ALL IRRIGATION LINES AND EQUIPMENT ARE TO BE WITHIN AND INSTALLED WITHIN THE LIMITS OF THE
PROPERTY LINE.
13.LOCATE ALL IRRIGATION LINES WITHIN LANDSCAPED AREAS WHENEVER POSSIBLE. ALL LINES UNDER PAVEMENT
MUST BE SLEEVED. ALL VALVES SHALL BE LOCATED WITHIN LANDSCAPED AREAS, AS SPECIFIED.
12.IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL HAVE A BACKFLOW PREVENTER
INSTALLED.
13.SUPPLY LINE AND METER TO BE PROVIDED BY GENERAL CONTRACTOR. BACKFLOW PREVENTER TO BE PROVIDED
BY IRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR'S POINT OF CONNECTION TO BEGIN AFTER THE
IRRIGATION WATER METER.
14.INSTALL ALL BACKFLOW PREVENTION DEVICES AND ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE
BACKFLOW PREVENTER AS PER LOCAL CODES. FINAL LOCATION SHALL BE DETERMINED BY THE OWNER'S
AUTHORIZED REPRESENTATIVE.
15.CONTRACTOR TO COORDINATE LOCATION OF ALL METERS AND BACKFLOW ASSEMBLIES WITH PROJECT OWNER.
16.THE IRRIGATION CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR SLEEVING AND DIRECTIONAL BORES.
17.EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE
CRITICAL ROOT ZONE OF ANY TREE.
18.ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR WHETHER INSTALLED BY HIM OR NOT, SHALL BE
LOCATED ON THE "AS-BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END
OF THE SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS-BUILT" DRAWINGS. ALL SLEEVES ON
PLAN FOR WALL PENETRATIONS AND UNDER SIDEWALKS SHALL BE SIZED TWO PIPE SIZES GREATER THAN THE
PIPE IT CARRIES. ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR.
ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES.
SEE SLEEVING DETAIL.
19.ALL PRESSURIZED MAINLINES AND LATERALS UNDER PAVEMENT SHALL BE WITHIN SLEEVES AS NOTED. WHERE
ELECTRIC OR HYDRAULIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES
THEY SHALL BE CONTAINED WITHIN A SEPARATE, SMALLER CONDUIT.
20.SLEEVES UNDER EXISTING PAVEMENT MUST BE DIRECTIONAL BORE. OPEN CUT IS NOT AN OPTION.
21.NUMBER THE TOP OF ALL VALVE BOX LIDS WITH MINIMUM 1" HEIGHT BLACK LETTERS TO CORRESPOND TO
AUTOMATIC AND GATE VALVE DESIGNATIONS. ALL HOSE BIBB VALVE BOXES SHALL BE LABELED IN A SIMILAR
MANNER WITH THE DESIGNATION "HB". LETTER OUTSIDE OF TIME CLOCK CABINETS TO CORRESPOND WITH
IRRIGATION CLOCK PROGRAM DESIGNATION.
22.THE IRRIGATION CONTRACTOR SHALL INSTALL A COLOR CODED METAL DETECTABLE MARKING TAPE WHICH
CLEARLY NOTES: "CAUTION: IRRIGATION LINE BURIED BELOW." THE TAPE SHALL BE INSTALLED THE FULL LENGTH
OF THE IRRIGATION MAINLINE.
23.ALL VALVES, SPLICES WITHIN CONTROL LINES, AND QUICK COUPLERS SHALL BE LOCATED WITHIN VALVE BOXES.
24.ALL UNSIZED PIPE SHALL BE 3/4" UNLESS OTHERWISE NOTED ON PLAN. SEE LATERAL PIPE SIZING REQUIREMENTS.
25.LOCATE ALL VALVES IN PLANTING BEDS WITH A MINIMUM OF 3'-0" FROM BACK OF CURB OR EDGE OF PAVEMENT,
UNLESS OTHERWISE NOTED. PIPE SIZES ON EITHER SIDE OF SECTION VALVES CONNECTING MAINLINE TO
SECTION LATERAL SHALL BE ONE (1) PIPE SIZE LARGER THAN VALVE SIZE. WHERE MAINLINES RUN PARALLEL TO
PAVEMENT OR CURBING, THE MAINLINE SHALL BE OFFSET 2'-0" FROM THE EDGE OF PAVEMENT OR CURB.
26.IRRIGATION ZONES SHALL BE SEPARATED FOR HIGH AND LOW WATER USE REQUIREMENTS AND OPERATED ON
DIFFERENT WATERING CYCLES. BUBBLERS, DRIPLINE, AND SPRAY HEADS SHALL BE SEPARATED ON DIFFERENT
VALVES. AT NO TIME SHALL MULTIPLE IRRIGATION HEAD TYPES BE LOCATED ON THE SAME VALVE.
27.ALL DRIP ZONES SHALL BE INSTALLED WITH A FLUSH VALVE AND DRIP INDICATOR.
28.IRRIGATION CONTRACTOR TO COORDINATE WITH OWNER FOR FINAL CONTROLLER AND RAIN SENSOR LOCATIONS.
THE CONTROLLER SHALL BE PLACED IN A LOCKING CABINET APPROPRIATE FOR ITS LOCATION. (INDOOR VS.
OUTDOOR USE)
29.IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERS
REPRESENTATIVE.
30.LOCATE THE AUTOMATIC RAIN / FREEZE SENSOR SHUTOFF DEVICE IN AN AREA THAT IS UNOBSTRUCTED BY
TREES, ROOF OVERHANGS, OR ANY OTHER OVERHEAD OBJECT. THE SENSOR SHALL NOT BE PLACED WITHIN THE
SPRAY ZONE OF ANY SPRINKLER HEAD, INCLUDING OFF-SITE IRRIGATION. CONTRACTOR SHALL LOCATE SENSOR
WITHIN CLOSE PROXIMITY TO THE IRRIGATION CONTROLLER.
31.CONTRACTOR SHALL PERFORM HYDRO-TESTING OF MAIN LINES.
HYDRO-TESTING TO BE PERFORMED AS LISTED:
THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FORTY-EIGHT (48) HOURS IN ADVANCE OF
TESTING. PRIOR TO BACKFILLING, CONTRACTOR SHALL FILL PIPING WITH WATER, IN THE PRESENCE OF THE
OWNER'S REPRESENTATIVE, TAKING CARE TO PURGE THE AIR FROM IT. A SMALL, HIGH PRESSURE PUMP OR
OTHER MEANS OF MAINTAINING A CONTINUOUS WATER SUPPLY SHALL BE CONNECTED TO THE PIPING AND SET
SO AS TO MAINTAIN 125 PSI FOR TWO (2) HOURS WITHOUT INTERRUPTION. CONTRACTOR SHALL MAKE ANY
NECESSARY CORRECTIONS AND RETEST THE SYSTEM UNTIL THE OWNER'S REPRESENTATIVE IS SATISFIED THAT
THE SYSTEM IS REASONABLY SOUND.
32.ALL WIRING FOR CONNECTION OF THE VALVES TO THE CONTROLLER SHALL FOLLOW MANUFACTURERS
SPECIFICATIONS.
33.ALL CONTROL WIRE SHALL BE INSTALLED IN A 1 1
4" ELECTRICAL CONDUIT.
34.CONTRACTOR TO MINIMIZE IRRIGATION OVERTHROW TO IMPERVIOUS AND NATURAL AREAS THROUGH FIELD
ADJUSTMENTS TO INDIVIDUAL HEADS.
35.ALL UNIMPROVED AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL
CONDITION BY THE CONTRACTOR.
36.ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEP MOIST UNTIL
PLANTED.
BACKFLOW PREVENTER
SECTION NTS
SERVICE SIDEHEIGHT ASPER LOCALCODEREDUCED PRESSURE BACKFLOW DEVICE
AS SPECIFIED
GALVANIZED NIPPLES AND
ELBOW AS REQUIRED
GALVANIZED UNIONS AT EACH
SIDE
GALVANIZED RISERS
GALVANIZED ELBOW AND
NIPPLE, TYPICAL EA. SIDE
PVC COUPLER AND SCHEDULE
80 TOE NIPPLE, TYPICAL EACH
SIDE
MAIN LINE, SIZE AS
PER PLANS
CONCRETE THRUST BLOCKS,
90LBS OF CONCRETE EACH (TYP)
FINISHED GRADE
FLOW
LOCKABLE BACKFLOW
ENCLOSURE
IR2.0
2
SECTION NTS
6" MIN.
RAIN SENSOR - BUILDING MOUNT3
IR2.0
NO VALVES, REDUCERS, OR ELBOWS IN THIS AREA.
FIVE PIPE DIAMETERS18" MINIMUM BELOW GRADE.1/2" WIRE CLOTH GOPHER SCREEN, WRAP
UP SIDES, OVER BRICK SUPPORTS,
ONE EACH SIDE (TWO PER BOX).
AT BOTTOM OF EACH BOX:
30" LOOPED WIRES.
SCH 80 NIPPLES,
VALVE INLET SIZE.
WATERPROOF WIRE
CONNECTORS, ON
MASTER CONTROL
VALVE AS SPECIFIED.
SENSOR TERMINAL BOARD
REDUCER AS REQUIRED.
TEN PIPE DIAMETERS
PVC MAIN LINE
FROM BACKFLOW
DEVICE.
FLOW
SENSOR CABLE TO CONTROLLER
NDS RECTANGULAR BOXES WITH 6' EXTENSIONS AS REQUIRED.
FINISHED GRADE.
FLOW SENSOR AS SPECIFIED.
SCHEDULE 80 NIPPLES, VALVE INLET SIZE.
WATERPROOF WIRE CONNECTORS ON
18" LOOPED WIRES.
MASTER CONTROL VALVE / FLOW SENSOR ASSEMBLY
SECTION NTSIR2.0
4 TYPICAL THRUST BLOCK
SECTION NTS
INSTALLATION NOTES:
1.ALL MAIN LINE TO BE INSTALLED ACCORDING AND
TESTED TO MANUFACTURER'S INSTALLATION
INSTRUCTIONS.
2.ALL TRENCH DEPTHS AND WIDTHS SHALL BE SHOWN ON
THE TYPICAL TRENCHING DETAILS.
5
IR2.0
6" MIN. THICKNESS,
CONCRETE BASE:
AS PER LOCAL CODE.
8 FT. COPPER GROUND
SLOPE FOR DRAINAGE.
OF ENCLOSURE WITH
OUTSIDE DIMENSIONS
EXTEND 6" BEYOND
CONTROLLER TO THE PAD.
BOLTS TO SECURE THE
FOOTING. USE GALV. "J"
CONTROLLER ON CONCRETE
PEDESTAL MOUNT IRRIGATION
ELECTRICAL SOURCE,
WITH SWEEP ELL FOR
1" SCH. 40 CONDUIT
LOCKING SWITCH.
GFI RECEPTACLE AND
SCHEDULE 40
LONG SWEEP ELL.
CONDUIT WITH
6"4"3"FROM FIELD.
1 1/2" PVC
14 GA. WIRES
IRRIGATION CONTROLLER - PEDESTAL MOUNT
SECTION NTS
HF
INSTALL PER LOCAL
ELECTRIC CODES.
IR2.0
1
096501004_CD_IR
CONCRETE BASE:
6" MIN. THICKNESS, EXTEND 6" BEYOND
OUTSIDE DIMENSIONS OF ENCLOSURE
WITH SLOPE FOR DRAINAGE
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_IR
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI
RAIN BIRD R-VAN14 1806-SAM-P45 145 45
TURF ROTARY, 8`-14` 45-270 DEGREES AND 360 DEGREES. HAND
ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON
6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE
REGULATOR. 1/2" NPT FEMALE THREADED INLET.
RAIN BIRD RWS-M-B-C-SOCK 1401 246 35
MINI ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 18.0" LONG WITH
LOCKING GRATE, SEMI-RIGID MESH TUBE AND RAIN BIRD 1401 0.25 GPM
OR 1402 0.5 GPM BUBBLER AS INDICATED. WITH CHECK VALVE, AND
SAND SOCK FOR SANDY SOIL.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
RAIN BIRD XCZ-100-PRB-COM 11
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. 1"
BALL VALVE WITH 1" PESB VALVE AND 1" PRESSURE REGULATING 40PSI
QUICK-CHECK BASKET FILTER. 0.3GPM TO 20GPM.
RAIN BIRD XCZ-150-PRB-COM 4
HIGH FLOW CONTROL ZONE KIT, FOR LARGE COMMERCIAL DRIP ZONES.
1-1/2" PESB VALVE WITH TWO 1" PRESSURE REGULATING (40PSI)
QUICK-CHECK BASKET FILTERS. FLOW RANGE: 15-40GPM.
RAIN BIRD MDCFCAP 7
DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING COUPLER.
RAIN BIRD OPERIND 15
DRIP SYSTEM OPERATION INDICATOR, STEM RISES 6" FOR CLEAR
VISIBILITY WHEN DRIP SYSTEM IS CHARGED TO A MINIMUM OF 20PSI.
INCLUDES 16" OF 1/4" DISTRIBUTION TUBING WITH CONNECTION FITTING
PRE-INSTALLED.
AREA TO RECEIVE DRIP EMITTERS
RAIN BIRD PC 26,926 S.F.
SINGLE OUTLET, PRESSURE COMPENSATING DRIP EMITTERS WITH
SELF-PIERCING BARB INLET. FLOW RATE: 5GPH=LIGHT BROWN;
7GPH=VIOLET; 10GPH=GREEN; 12GPH=DARK BROWN; 18GPH=WHITE;
24GPH=ORANGE.
Emitter Notes:
PC-05 emitters (1 assigned to each 1 GAL plant)216
PC-05 emitters (2 assigned to each 5 GAL plant)1,432
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
RAIN BIRD PEB 4
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING
CAPABILITY, GLOBE CONFIGURATION.
RAIN BIRD 44-LRC 2
1" BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT
STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER,
AND 2-PIECE BODY.
SHUT OFF VALVE 1
RAIN BIRD PEB 1-1/2"1
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING
CAPABILITY, GLOBE CONFIGURATION.
RAIN BIRD PEB 1-1/2"1
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING
CAPABILITY, GLOBE CONFIGURATION.
WATTS LF909M1 1-1/2"1
LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER.
WATTS LF909M1 1-1/2"1
LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER.
RAIN BIRD ESP12LXMEF-LXMMSS 1
12 STATION COMMERCIAL CONTROLLER. STAINLESS STEEL METAL
CABINET. FLOW SENSING
RAIN BIRD ESP12LXMEF-LXMMSS 1
12 STATION COMMERCIAL CONTROLLER. STAINLESS STEEL METAL
CABINET. FLOW SENSING
RAIN BIRD WR2-RFS 2
WIRELESS RAIN/FREEZE SENSOR.
RAIN BIRD FS-150-B (2) 1
1-1/2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM,
SITECONTROL, AND ESP-LXD CENTRAL CONTROL SYSTEMS. BRASS
MODEL. SUGGESTED OPERATING RANGE OF 4.0 GPM TO 80.0 GPM.
SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE.
RAIN BIRD FS-150-B (2) 1
1-1/2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM,
SITECONTROL, AND ESP-LXD CENTRAL CONTROL SYSTEMS. BRASS
MODEL. SUGGESTED OPERATING RANGE OF 4.0 GPM TO 80.0 GPM.
SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE.
POINT OF CONNECTION 1-1/2" 1
POINT OF CONNECTION 1-1/2" 1
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 12,807 L.F.
PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL TRANSITION PIPE
SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS
BEING 3/4" IN SIZE.
IRRIGATION MAINLINE: PVC SCHEDULE 40 2,953 L.F.
PIPE SLEEVE: PVC SCHEDULE 40 733.2 L.F.
R-VAN14 R-VAN14-360
1401 1402
I
MV
MV2
BF
BF2
C
C2
RS
FS
FS2
#"
#
Valve Number
Valve Size
Valve Flow
Valve Callout
#
IRRIGATION SCHEDULE
NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP
1 RAIN BIRD XCZ-100-PRB-COM 1"BUBBLER 4.50 38.70 68.62 0.91 in/h
2 RAIN BIRD XCZ-100-PRB-COM 1"AREA FOR DRIP EMITTERS 3.67 32.99 57.95 1.31 in/h
3 RAIN BIRD XCZ-100-PRB-COM 1"BUBBLER 2.00 36.82 53.96 0.85 in/h
4 RAIN BIRD PEB 1"TURF ROTARY 20.95 50.66 67.85 0.96 in/h
5 RAIN BIRD PEB 1"TURF ROTARY 20.63 50.44 67.64 0.96 in/h
6 RAIN BIRD XCZ-150-PRB-COM 1-1/2"AREA FOR DRIP EMITTERS 22.14 45.33 63.70 1.44 in/h
7 RAIN BIRD XCZ-100-PRB-COM 1"BUBBLER 6.50 41.91 57.13 0.87 in/h
8 RAIN BIRD XCZ-100-PRB-COM 1"BUBBLER 17.00 54.61 72.07 0.94 in/h
9 RAIN BIRD XCZ-150-PRB-COM 1-1/2"AREA FOR DRIP EMITTERS 24.88 43.90 63.44 0.59 in/h
10 RAIN BIRD PEB 1"TURF ROTARY 23.67 51.71 76.18 0.90 in/h
11 RAIN BIRD PEB 1"TURF ROTARY 23.61 51.82 76.35 0.92 in/h
12 RAIN BIRD XCZ-100-PRB-COM 1"BUBBLER 2.00 36.78 50.79 0.85 in/h
13 RAIN BIRD XCZ-100-PRB-COM 1"AREA FOR DRIP EMITTERS 9.74 38.95 64.69 0.55 in/h
14 RAIN BIRD XCZ-100-PRB-COM 1"BUBBLER 11.00 50.18 67.97 0.91 in/h
15 RAIN BIRD XCZ-150-PRB-COM 1-1/2"AREA FOR DRIP EMITTERS 21.61 45.11 70.46 0.62 in/h
16 RAIN BIRD XCZ-100-PRB-COM 1"BUBBLER 7.00 41.30 57.61 0.88 in/h
17 RAIN BIRD XCZ-100-PRB-COM 1"AREA FOR DRIP EMITTERS 7.34 36.15 53.41 0.42 in/h
18 RAIN BIRD XCZ-100-PRB-COM 1"BUBBLER 11.50 46.41 67.16 0.94 in/h
19 RAIN BIRD XCZ-150-PRB-COM 1-1/2"AREA FOR DRIP EMITTERS 20.54 42.07 81.75 0.54 in/h
Common Wire 2,953
VALVE SCHEDULE
CRITICAL ANALYSIS
Generated:2021-01-20 14:06
P.O.C. NUMBER: 01
Water Source Information:
FLOW AVAILABLE
Point of Connection Size:1-1/2"
Flow Available:47.66 gpm
PRESSURE AVAILABLE
Static Pressure at POC:128.00 psi
Pressure Available:128.00 psi
DESIGN ANALYSIS
Maximum Station Flow:21.61 gpm
Flow Available at POC:47.66 gpm
Residual Flow Available:26.05 gpm
Critical Station:19
Design Pressure:30.00 psi
Friction Loss:2.67 psi
Fittings Loss:0.27 psi
Elevation Loss:0.00 psi
Loss through Valve:9.13 psi
Pressure Req. at Critical Station:42.08 psi
Loss for Fittings:2.25 psi
Loss for Main Line:22.54 psi
Loss for POC to Valve Elevation:0.00 psi
Loss for Backflow:11.00 psi
Loss for Master Valve:3.88 psi
Critical Station Pressure at POC:81.75 psi
Pressure Available:128.00 psi
Residual Pressure Available:46.25 psi
P.O.C. NUMBER: 01
Water Source Information:
FLOW AVAILABLE
Point of Connection Size:1-1/2"
Flow Available:47.66 gpm
PRESSURE AVAILABLE
Static Pressure at POC:128.00 psi
Pressure Available:128.00 psi
DESIGN ANALYSIS
Maximum Station Flow:24.88 gpm
Flow Available at POC:47.66 gpm
Residual Flow Available:22.78 gpm
Critical Station:11
Design Pressure:45.00 psi
Friction Loss:2.68 psi
Fittings Loss:0.27 psi
Elevation Loss:0.00 psi
Loss through Valve:3.88 psi
Pressure Req. at Critical Station:51.83 psi
Loss for Fittings:0.88 psi
Loss for Main Line:8.85 psi
Loss for POC to Valve Elevation:0.00 psi
Loss for Backflow:11.00 psi
Loss for Master Valve:3.79 psi
Critical Station Pressure at POC:76.35 psi
Pressure Available:128.00 psi
Residual Pressure Available:51.65 psi
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.
40 IRRIGATION DETAILS096501004_CD_IR