HomeMy WebLinkAbout013 L1.2 605 E Bryant - IRRIGATION PLANEOP B
TOB B
TOB
TOB
TOB
TOB E
EOP
EOP
EOP
EOP
EOP
EOP
EOPEOPEOP ECB B
UGG B
UGT B
UGT
UGT
UGT
UGT
TPED
SS BSS E
SL B
UGG
UGG
UGG
UGGSLSS BSS E
UGG E
CB
VG BVGVGVGVGVG E
EOP B
EOP
EOP EOP
EOP
EOP
EOP E
SE SE
SE
CB E
SE
SE
SE
FF
SE SE
SE
SE
SE
SE
SE
SE
SE
GB B
GB
GB
GB
GB
GB
GB E
EOG B
EOG
TD 24
EOG
EOG
EOG
EOG
EOG
TD 18
TD 20
SE
TC 32
EOG
EOG
EOG
EOG
EOG EOG
EOG
EOG
EOG EOG
EOG
EOG
EOG
EOG EOG EOG
EOG
EOG E
TD 50
FW B
SE
SE
SE
SE
SE SE
SE
SE
TOB B
BOL
BOL
SE
SE
SE
SE
SE
SETD 8
TD 8
TD 10
SE
SE
SE
SE
TD 12
FW
SE
SE
SE
SE
TC 30
SE
SE
SE
SE
SE
SE
UGG B UGG
UGT
SESE
SE
SE
PP OHP BOHP1 B
TOB
EOP BFCL B
FCL
FCL E
EOP
EOP
EOP EOP
EOP E
FW
CB B
CB E
CB B
CB
CB
OHP E
TOB
TOB
TOB
TOB
TOB
PP
TOB E
BOL
CB
CB
CB
CB
CB CB
CB
CB CLSSE
SE
SE
CO
SE
SE
FF
EOC B
EOC
EOC
EOCEOC E
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SEPE B
PE
PEPE
PE
PEPEPE
OHP1
OHP1 E
GB B
GB
GB GB
GB E
TD 12TC 18
TD 12
TD 12
SE
SESE
SE
SE
SE
SE
SE
SE
TOS B
TOS
TOSGA
YPC NL
SE
SESE
SE
SE
SE
SE
SE
SE
SE
SE
SE
EOC B
EOC E EOC B
EOC E
PE
PE E SE
SE
SESE
SE
FF
SE
SE
SE
SE
CB B CB
UGG E
CB E
GM UGT ESE
SESE
FW E
SE
TD 15
TD 18
TBC BFL BEOP B SE
SETBCFLEOP
EOP FL TBC
SE
SETBCFLEOP
EOP FL TBC SE
SE
TBCFLEOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
TBC
TBC
TBC
TBC E
FL
FL
FL
FL
FL E
SE
SE
SE
TBC B
FL B
EOP
FLTBC
SESE
TBC
FL
EOPEOP
FL
TBC
SE
SE
TBCFL
EOPEOP
FL
TBC
SE
SE
SESE
TBC DROPTBC DROPTBC DROPTBC DROPTBC
FL FL FL
EOPEOPEOPEOP
FL
TBC
SE
SE
TBC EFL E
EOP E
CLR B
CLR CLR
CLR CLR CLR
UGG UGG-MARKER
CLR E
MHS
WV
UGG B
UGGUGG
UGG
UGG
UGG
UGGEOP B
EOP
EOP
EOPEOPEOPEOP
EOP EEOP B
EOP
EOP
EOP
EOP
EOP E
WV
EOC B
EOC
EOC
EOC
EOC EOC EOC EOC EOC
EOCEOCEOCEOCEOC CLS
VG B VG VG VG VG E
WV
SIGN
FH WV
CLR B
CLR
CLR
CLR
CLRSETBC BFL B EOP B
EOPFLTBC
SE
SE TBCFL EOP
EOPFLTBC
SE
SE
SE
TBC
TBC
TBC
TBC DROP
TBC DROP
TBC DROP
TBC DROP
TBC DROPTBCTBC
FL EOP
EOPFL
FL
FL
FL
FL
FL
FLFLFL
EOP
EOP
EOP
EOP E
EOP BEOP
FLTBCTBC
FL
EOPEOP
FL
TBCTBC
FL
EOPEOP
FL
TBCTBC E
FL E
EOP E
SE SE
SE
SE
SE
SE
SE
GB B
DB B
DB1 B
GB1 B
SE
CO
SE
GB1
DB1
DB
GB
SE
GB
DB
DB1
GB1
SE
SE
GB1
DB1
SE
DB
GB
SE
SE
GB
DB
DB1
GB1
SE
SE
GB1
DB1
DB
GB
SE
SE
GB
DB
DB1
GB1
SE
SE
GB1
DB1
DB
GB
SESE
GB
DB
SE
DB1
GB1
SE
SE
GB1
DB1
DB
GB
SE
SE
GB
DB
DB1
GB1
SE
SE
GB1 E
DB1 E
DB E
GB E
SE
CB B
CBCB
CB CLS
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
TOB B
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB E
EOG B
EOG
EOG
EOG
EOG
EOG EOG EOG EOG
EOG
EOG
EOG
EOG
EOG
EOG
EOG
EOG
EOG
EOG
EOG
EOG EOG
EOG
EOG
EOG E
MB
MB
SE
SE
SE
SE
SE
SESESE
SE
SE
SE SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SESE
SE
4733.07'
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MbMb4734
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4
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2 47294729
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3
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80172
80173
80174
80175
801768017780178
80179 80180
8018180182
80183
80184
80185
80186
80187
801888018980190
80191
80192
80193
80194
8019580196
80197
8019880199
80200
8020180202
80203
8020480205
80206
8020780208
80209
8021080211
80212
80213
80214 80215
80216
80217
80218
80219
80220
80221
80222
80223
80224
80225
80226
80227
80228
80229
80230
80231
80232
80234
80235
80236
80237
80238
80239
80240
80241
80242
80243
80244
80245
80246
80247
80248
80249
80250
8025180252
80253
80254
80255
80256
80257
80258
80259
80260
80261
80262
8026380264
80265
80266
80267
80268
8026980270
80272
80273
80274
80275
80276
80277
80278
80279
80280
80281
80282
80283
80284
80285
80286
80287
80288
80289
80290
80291
80292
80293
80294
80295
80296
8029780298
80299
80300
80301
80302
80303
80304
80305
80306
80307
80308
80309
80310
80311
80312
80313
80314
80315
80316
80317
80318
80319
80320
80321
80322
80323
80324
80325
80326
80327
80328
80329
80330
80331
80332 80333 80334
80335
80336
80337
80338
80339
80340
80341
80342
80343
80344
80345
80346
80347 80348
80349
80350
80351
80352
80353
80354
80355
80356
80357
80358
803598036080361
80362
80363
80364 80365
80366
80367
80368
80369
80370
80371
80372
80373
80374
80375
80376
80377
80378
600000
WV
WV
WV
WV
HY DTEL
GM
60' FLOODPLAIN
PER MAP BOOK J-42
EDGE OF
CONC.
GRAVEL DRIVE
PLANTER
FFE=4735.66'
CONC.WALK
BUILDING
BUILDING
BUILDING
BUILDING
FFE=4734.74'
CONC. PATIO
PLANTER
BRYANT STREET
GOLD AVENUEEDGE OF
PAVEMENT.
EDGE OF
PAVEMENT.
BUILDING
EDGE OF
PAVEMENT
EDGE OFCONC.
30' UTILITY EASEMENT
15' FRONT SETBACK
INDEX CONTOURCONTOUR MINOR (1' INTERVALS)PROPERTY LINEEASEMENT LINEFENCESEWER MAINSEWER SERVICEOVERHEAD POWERUNDERGROUND GASUNDERGROUND PHONEROAD CENTERLINETOP BACK OF CURBEDGE OF PAVEMENTEDGE OF GRAVELEDGE OF CONCRETEEDGE OF BUILDINGLEGENDFOUND MONUMENT AS NOTEDSEWER MANHOLESEWER CLEANOUTWATER VALVEFIRE HYDRANTBOLLARDPOWER POLEGUY ANCHORTELEPHONE PEDESTALTREE CONIFER (SIZE AS NOTED)TREE DECIDUOUS (SIZE AS NOTED)MAILBOXBOTTOM OF DITCHBACK OF CURB
FFE=4733.44'
UNDERGROUND GAS MARKER
10' UTILITY EASEMENT
3' SIDE SETBACK
3' REAR SETBACK
S
SSSS
SSSS
CO
CO
COWVHYDTELSMb
GENERAL IRRIGATION NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
IRRIGATION SYSTEM TO BE INSTALLED WITH HEAD TO HEAD COVERAGE FOR ALL ROTOR AND SPRAY ZONES. IF OBSTACLES OR LANDSCAPING PREVENTS THIS THE IRRIGATION CONTRACTOR WILL MAKE THE NECESSARY CHANGES TO PROMOTE THE BEST COVERAGE POSSIBLE. WTRCON NOZZLE CHOICE - IT IS RECOMMENDED TO INSTALL MSMT NOZZLES WHERE POSSIBLE TO CONSERVE WATER.
ALL ZONE LATERAL PIPING IS 1" 100 PSI POLY (OR APPROVED EQUIVALENT) UNLESS OTHERWISE NOTED ON PLAN.
ALL ZONE CONTROL VALVE BOXES TO BE INSTALLED NO CLOSER THAN 12 INCHES TO DRIVE AND SIDEWALK AREAS. VALVE BOXES WILL ALSO BE INSTALLED ON A 4" BASE OF CRUSHED GRAVEL TO PREVENT SETTLING.
IRRIGATION CONTROLLER SHALL BE EVAPOTRANSPIRATION-BASED SMART CONTROLLER OR WEATHER-BASED. WEATHER-BASED CONTROLLER TO BE PAIRED WITH A RAIN/FREEZE SENSOR. THE SENSOR WILL SHUT THE IRRIGATION SYSTEM DOWN IN THE EVENT OF RAINY OR FREEZING WEATHER.
ALL IRRIGATION COMPONENTS AND WORKMANSHIP WILL BE COVERED BY A ONE YEAR WARRANTY FROM THE TIME THE SYSTEM RUNS WITH WATER. THE IRRIGATION CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING RAT UP AND FALL WINTERIZATION DURING THIS PERIOD.
IRRIGATION CONTRACTOR SHALL PLACE SUBSURFACE DRIP SYSTEM AT BASE OF ALL TREES AND SHRUBS IN MULCHED BEDS .
IRRIGATION SYSTEM DESIGN IS BASED ON 18 GALLONS PER MINUTE AT 55 PSI. IRRIGATION CONTRACTOR TO VERIFY BEFORE STARTING WORK. IF WATER FROM SUPPLY DIFFERS FROM DESIGN, IRRIGATION CONTRACTOR WILL MODIFY THE PLAN ACCORDINGLY.
IRRIGATION CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING PLACEMENT OF NECESSARY CONDUIT UNDER CONCRETE AND PAVEMENT BEFORE POURING OF SUCH AREAS. DUCTILE IRON PIPE OR EQUIVALENT SHALL BE USED FOR ALL CONDUIT BELOW SLAB AND PLUGGED ON BOTH ENDS UNTIL IRRIGATION IS INSTALLED, PER PLAN.
SEEDED AND NATIVE GRASSES SHALL BE TEMPORARILY IRRIGATED FOR ESTABLISHMENT PURPOSES ONLY.
10. IT IS RECOMMENDED TO INSTALL MSMT NOZZLES WHERE POSSIBLE TO CONSERVE WATER.
ESTIMATED WATER USE
TREES: 3 GAL / DAYX 4 TREES = 12
SHRUBS: .3 GAL / DAYX 3 SHRUBS = .9
GRASSES:0.25 GAL / DAYX 54 GRASSES = 13.5
SOD TURF:.14"/ DAYX 1,068 SF = 149.52
TOTAL*: 175.92 GALLONS / DAY
*TOTAL BASED ON HOTTEST DAY OF THE YEAR
TEMPORARY ESTABLISHMENT REQUIRES 5-10 MINUTES EVERY 3-4 DAYS FOR THE FIRST MONTH OF SEEDING
NATIVE GRASSES: .08 GAL/DAY X 2,598 SF = 207.84
TOTAL*: 383.76 GALLONS / DAY
LANDSCAPE IRRIGATION AREA
SOD / PLANTING =1,068 SF
PLANTING BEDS / PLANTING = 537 SF
NATIVE GRASSES (TEMP.)= 2,598 SF
TOTAL: 5,503 SF
PVC SCH 80 NIPPLE(LENGTH AS REQUIRED)
PVC SCH 40 ELL
PVC SCH 40 STREET ELL
PVC SCH 40 TEE OR ELL
MAINLINE PIPE
2X2 REDWOOD STAKE W/ SS GEAR CLAMPS
FINISH GRADE
VALVE BOX WITH COVER, MIN 6" SIZE. PROVIDE BRICK BASE AND MIN 3"WASHED GRAVEL BOTTOM .
PVC SCH 80 NIPPLE (LENGTH AS REQ.)
PVC SCH 40 STREET ELL
PVC SCH 40 TEE OR ELL
MAINLINE PIPE
FINISH GRADE
VALVE BOX WITH COVER, MIN 6" SIZE. PROVIDE BRICK BASE AND MIN 3"WASHED GRAVEL BOTTOM .
REMOTE CONTROL VALVE W/ WATERPROOF CONNECTIONS. PROVIDE ID TAG
FINISH GRADE
ROTATOR POP-UP SPRINKLER
PVC SCH 80 NIPPLE(LENGTH AS REQUIRED)
PVC SCH 80 NIPPLE(LENGTH AS REQUIRED)
PVC SCH 40 ELL
PVC SCH 40 STREET ELL
PVC SCH 40 TEE OR ELL
LATERAL PIPE
FINISH GRADE
SPRAYER POP-UP SPRINKLER
1/2" MALE NPT X .490" BARB ELBOW
SWING PIPE, 12" LENGTH TYP.
TEE OR ELL
1/2" MALE NPT X .490" BARB ELBOW
LATERAL PIPE
E. BRYANT STREET
GOLD AVE.EXISTING 2-BEDROOM HOUSE TO BE EXISTING 2-BEDROOM HOUSE TO BE REMODELED - MAINTAIN FOOTPRINT & REMODELED - MAINTAIN FOOTPRINT & NUMBER OF BEDROOMS/FIXTURESNUMBER OF BEDROOMS/FIXTURES(APPROXIMATE LOCATION)(APPROXIMATE LOCATION)
EXSTING BUILDING (NOT ON PROPERTY)
EXISTING ASPHALT PARKING LOTEXISTING ASPHALT PARKING LOT (NOT ON PROPERTY) (NOT ON PROPERTY)LINE OF FLOODPLAIN PER PLATUNIT 2
UNIT 1LINE
OF
FLOODPLA
IN
PER
PLATWATERCOURSE SETBACK
PER
PLATWATERCOURSE SETBACK PER PLAT5' WIDE CONCRETE SIDEWALK
185.00' PROPERTY LINE
82.00' PROPERTY LINE55.53
'
PROPERTY
L
INE
33.81'
P
R
O
P
E
R
T
Y
L
I
N
E
200.00' PROPERTY LINE140.00' PROPERTY LINEWATER7' WIDE CONCRETE SIDEWALK9x18 PARKING STALL
9x18 PARKING STALL
9x18 PARKING STALL
9x18 PARKING STALL
9x18 PARKING STALL
9x18 PARKING STALL
PATIO
SOD. BLVD.
WATER METER 3/4"P.O.C. AT NEW METER (SIZE TBT). STATIC PRESSURE = 130-150 P.S.I. PER CITY OF BOZEMAN. FIELD VERIFY METER LOCATION AND SIZE.
1
BIKE RACK SEE 4/C2.2
DRAWING NUMBER:
PHASE:
DATE:
DRAWING TITLE:
PROJECT NUMBER:
DRAWN BY / CHECKED BY:
REVISIONS:0"1"2"11/3/2023 5:32:48 PML1.2
IRRIGATIONPLAN
21-24
RANIERI
OCT 27 | 2023
ML NF
CD
605 E BRYANTBOZEMAN, MT
SPRINKLER SCHEDULE
TypeCoverage Qty Flow Manufacturer Model
MP-500Extended 5 0.26 GPM Hunter® Industries MPR-500
MP-800Standard 10 0. 32 GPM Hunter® Industries MPR-800
1 1/2" = 1'-0"SPRAY POP UP SPRINKLER DETAIL1
1 1/2" = 1'-0"SPRAY POP UP SPRINKLER DETAIL2
1 1/2" = 1'-0"SPRAY POP UP SPRINKLER DETAIL3
1 1/2" = 1'-0"SPRAY POP UP SPRINKLER DETAIL4
1/16" = 1'-0"IRRIGATION PLAN5
1
2
NO.DESCRIPTION DATE
1 COB SP 8/23/23
2 COB SP 2 10/5/23
NOTE:EXISTING HAND-DUG WELL WILL BE REPURPOSED FOR IRRIGATION PURPOSES DURING CONSTRUCTION