HomeMy WebLinkAbout15370 Lewis and Clark Commerce Center MSPissue date:04 August2015issued for:reviewdrawing
drawing‹YLVVHUDUFKLWHFWVSFall rights reservedCalvary Chapel
Lewis &Clark Commerce Center - Lot 2
Bozeman montanacoverA u g u s t 4th 2 0 1 5 I s s u e d f o r r e v i e wLewis and Clark Commerce SubdivisionBozeman . MontanacoverLots 2 and 3Master Site Plan
Rock Mulch
Rock Mulch
Rock Mulch
Rock Mulch
Rock Mulch
Native Grass
Native Grass
Native Grass
Native GrassNative Grass
C
C
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PL PL PL PL PL
E
12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''WOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE12''SD12''SD12''SD12''SD12''SD12''SDPLPLPLPLPLPL12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SSPP
PP
PLPLPLPLPLPLPLPL12''SD 12''SD 12''SD 12''SD 12''SD
12''SD 12''SD
M-1 ZONING
12''SD 12''SD 12''SD 12''SD 12''SD 12''SD 12''SD 12''SD 12''SD 12''SD
12''SD 12''SD 12''SD 12''SD 12''SD 12''SD
STREET VISION
TRIANGLE
LOT 2A
XXXXXXXXXXXXXX12''SD
6''W1''W 1''W 1''W
PHASE 1
1" IRRIG.
SERVICE
1''W
1''W
LOCATION IN BOULEVARD
Native Grass
1
2
'
'W
Symbol Plant Name (Scientific)Size @
Planting
Mature
Size Qty
Plant Table
Colorado Spruce (Picea pungens)
Welchi Juniper (juniperus
scopulorum)
Emerald Lustre Maple (Acer
platenoides)
Skyline Honeylocust (Gleditsia
triacanthos var Inermis)
Littleleaf Linden (Tilia cordata
'Littleleaf')
Ohio Buckeye (Aesculus glabra)
Hedge Cotoneaster (Cotoneaster
lucidus)
Isanti Dogwood (Cornus sericea)
Pink Beauty Potentilla
(Potentilla fruticosa)
Goldflame Spirea (Spiraea
japonica)
Feather Reed Grass
(Calamagrostis acutiflora)
Boulders
Canada Red Cherry (Prunus
virginiana 'Shubert')
8-10'60-70'11
3-4'10-12'6
1.5-2"50-60'0
1.5-2"50-60'0
1.5-2"40-50'3
1.5-2"35-45'3
1.5-2"50-60'11
18-24"10-12'30
18-24"5-6'2
9-12"3-4'18
9-12"3-4'5
#1 2-3'2
5
Japanese Tree Lilac (Syringa
reticulata)1.5-2"25-30'5
Drought
tol.
Y
Y
N
Y
Y
Y
Y
Y
Y
N
Y
Y
N
Lewis and Clark Commerce Center50 Bronco DriveBozeman, Montana 59718ph 406.539.7030e-mail:customearthdesigns@gmail.compg 1 of 1Date: 08 Sept 2014Revised: Lot 2 Phase 1 SubmittalProject for: Bozeman, MontanaChad Rempfer, Landscape DesignerScale 1"=30'-0"Date: 22 Oct 2014Date: 27 Dec 2014
Rock Mulch
Rock Mulch
Snow
Storage
Snow
Storage
Snow
Storage
Snow
Storage
Snow
Storage
Snow
Storage
Snow
Storage
PL PL PL PL PL PL PL PL PL
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
1''W 1''W 1''W
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''SD12''SD12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SSARROW BOLT, HYD #1177 4''SSPLPLPLPLPLPLPLPLPLPLPLPLPLPLEAST SIDE OF SIMMENTAL WAY TO
BE WIDENED WITH CURB AND GUTTER
(THIS PROJECT - PHASE 1)
SEE DETAIL 4, C1.0
IRRIGATION SERVICE LINE
INSTALL NON-RESIDENTIAL
DRIVEWAY APPROACH
(SEE DETAIL 2)
STREET VISION
TRIANGLE
6''W
LOT 3 PROPOSED STORM WATER
RETENTION POND #3
(PHASE 3)
VOLUME=1,834 CU FT, DEPTH=1.5'
T.O.P. ELEV=94.20, B.O.P. ELEV=92.70
4:1 SIDE SLOPES4''W4''W1''W12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SDPLPLPLPLPLPLPLPLPLPLPLPLPL1''WPLPLPLPLPLPL
PL
PL
PLPL
PL
PL
PLPL
PL
PLXXXXXXXXXXXXXXXXXXXXXX
X4" SEWER SERVICE
1" WATER SERVICE
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
4''SS
4''SS
4''SS
4''W
4''W
4''W
4''W
1''W
1''W
1''W
1''W
INSTALL NON-RESIDENTIAL
DRIVEWAY APPROACH
(SEE DETAIL 2)
LOT 2A
BLOCK 1
M-1 ZONING
LOT 1A
BLOCK 1
BOOT HILL COURT
STREET VISION
TRIANGLE
STREET VISION
TRIANGLE
M-1 ZONING
PLPLPLPLPLPL8'
'SS8'
'SS8'
'SS8'
'SS8'
'SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8'
'W8''W8''W8''W
SAWCUT EXISTING
ASPHALT AND INSTALL
NEW 4" SEWER SERVICE
STREET VISION
TRIANGLE
INSTALL NON-RESIDENTIAL
DRIVEWAY APPROACH
(SEE DETAIL 2)PLPLPL8
'
'SS
8
'
'SS8''SS
8
'
'W8''W
8
'
'W
4''SS 4''SS 4''SS 4''SS 4''SS
STREET VISION
TRIANGLE
INSTALL NON-RESIDENTIAL
DRIVEWAY APPROACH
(SEE DETAIL 2)12''SD8''SS
8''SS
8''SS
8''W
8''W
8''W
8''W 4''SS4''SS
4''SS
1''W4''W
4''W
1''W
LOT 4, BLOCK 2
LEWIS & CLARK
COMMERCIAL SUBDIVISION
BLOCK 2
1" WATER SERVICE
4" SEWER SERVICE
INSTALL 1' WIDECURB CUTFL = 97.40
INSTALL 1' WIDECURB CUTFL = 94.00
SLAB @ 0.70% SLOPE
FF @ W END = 97.05, FF @ E END = 94.53
EXISTING 30' WIDE UTILITY EASEMENT
1" WATER SERVICE
F.F. ELEV = 101.00
TEMPORARY
CONSTRUCTION
DUMPSTER
4" SEWER SERVICE
1'
'W
1'
'W
PHASE 1
1" IRRIG.
SERVICE
1" WATER SERVICE
1''W 1''W 1''W 1''W 1''W 1''W 1''W 1''W4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W XPROPOSED STORM WATER
RETENTION POND #1A
(PHASE 2)
VOLUME=1,834 CU FT, DEPTH=1.5'
T.O.P. ELEV=94.20, B.O.P. ELEV=92.70
4:1 SIDE SLOPES
SWALE TO
RETENTION
POND
INSTALL OVERFLOW
SWALE FROM
POND #1A TO POND #1B
F.F. ELEV = 98.57
Turf
Turf
TurfTurf
Turf
Turf
Turf
Turf
Turf
Turf
Native
Grass
Native
Grass
Native
Grass
Native
Grass
Symbol Plant Name (Scientific)Size @
Planting
Mature
Size Qty
Plant Table
Colorado Spruce (Picea pungens)
Welchi Juniper (juniperus
scopulorum)
Emerald Lustre Maple (Acer
platenoides)
Skyline Honeylocust (Gleditsia
triacanthos var Inermis)
Littleleaf Linden (Tilia cordata
'Littleleaf')
Ohio Buckeye (Aesculus glabra)
Hedge Cotoneaster (Cotoneaster
lucidus)
Isanti Dogwood (Cornus sericea)
Pink Beauty Potentilla
(Potentilla fruticosa)
Goldflame Spirea (Spiraea
japonica)
Feather Reed Grass
(Calamagrostis acutiflora)
Boulders
Canada Red Cherry (Prunus
virginiana 'Shubert')
8-10'60-70'2
3-4'10-12'3
1.5-2"50-60'5
1.5-2"50-60'3
1.5-2"40-50'9
1.5-2"35-45'2
1.5-2"50-60'1
18-24"10-12'14
18-24"5-6'23
9-12"3-4'29
9-12"3-4'38
#1 2-3'8
5
Japanese Tree Lilac (Syringa
reticulata)1.5-2"25-30'3
Drought
tol.
Y
Y
N
Y
Y
Y
Y
Y
Y
N
Y
Y
N Lewis and Clark Commerce Center50 Bronco DriveBozeman, Montana 59718ph 406.539.7030e-mail:chad@customearthdesign.comL 1.0Date: 08 Sept 2014Revised: Lot 2 Master PlanProject for: Bozeman, MontanaChad Rempfer, Landscape DesignerScale 1"=30'-0"Date: 22 Oct 2014Date: 01 Aug 2015
EASEMENT LINEPROPERTY LINELEGENDFOUND 5/8" REBAR W/ 1 1/4 INCH PLASTIC CAP (MARKED "GASTON")EXISTING FENCE LINETVUNDERGROUND CABLE TV LINECUNDERGROUND COMMUNICATIONS LINETTELEPHONE BOXUNDERGROUND ELECTRIC POWERFIRE HYDRANTGRATED INLETEOVERHEAD ELECTRIC POWER WATER MAIN4" FIRE SERVICE LINESANITARY SEWER MAINSANITARY SEWER SERVICE WATER VALVESTORM DRAIN CULVERTSANITARY SEWER MANHOLEELECTRIC POWER BOXUNDERGROUND TELEPHONE LINECOMMUNICATIONS BOXCABLE TV BOXADJOINING PROPERTY LINEWATER SERVICE LINEPPOVERHEAD POWERPOWER POLETRAFFIC SIGNEXISTING MAJOR CONTOUR LINEEXISTING MINOR CONTOUR LINE(70.00)EXISTING SPOT ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED DRAINAGE DIRECTIONPROPOSED STORM DRAIN INLETPROPOSED STORM WATER BASINEXISTING CURB AND GUTTERPROPOSED CURB AND GUTTERCONCRETE SURFACINGUNDERGROUND GASEXISTING 30' WIDE UTILITY EASEMENTCC30' WIDE STORMDRAINAGE &UTILITY EASEMENT20' WIDE PUBLICUTILITY EASEMENTCCCEEXISTING12" RCP STORMDRAIN PIPE50' WIDE EASEMENTFOR STORM DRAINAGE ANDPUBLIC UTILITIESEXISTING STORAGE UNITSSTOP SIGNSIMMENTAL WAYLOT 3, TRACT 6GARDNER SIMMENTALPLAZA SUBDIVISIONLOT 1ABLOCK 1LOT 1ABLOCK 2BOOT HILL COURTCOURTI N T E R S T A T E 9 0 EXISTING FENCE LINEE X I S T I N G F E N C E L IN E
LOT 4, TRACT 6GARDNER SIMMENTALPLAZA SUBDIVISIONLOT 2, TRACT 7GARDNER SIMMENTALPLAZA SUBDIVISIONLOT 4, TRACT 7GARDNER SIMMENTALPLAZA SUBDIVISIONLOT 4, BLOCK 2LEWIS & CLARKCOMMERCIAL SUBDIVISIONN 89°39'36" W 280.66'S 34°27'48" W 331.49'S 89°39'36" E 449.98'EXISTING ASPHALT DRIVEWAYBENCHMARK:ARROW BOLT, HYD #1177ELEV = 4,701.91L=107.19'''''''''''''''''''''''''''''''''''''''''R=180.00'''''''''''''''''''''''''''''''''''''''''=34°07'14"""""""""""""""""""""""""""""""""""""""""N 00°20'24" E 466.74'PP4" FIRE SERVICE LINEPPPPTELEPHONE BOXBROADBAND BOXCABLE TV BOXEDGE OF EXISTING ASPHALT20' WIDE PUBLICUTILITY EASEMENT10'10'L =2 5 2 .4 2 '''''''''''''''''''''''''''''''''''''''''R =4 4 0 7 .5 0 '''''''''''''''''''''''''''''''''''''''''=3 °16 '5 3 """""""""""""""""""""""""""""""""""""""""15'15'END OF EXISTINGCURB & GUTTER(BEGIN NEW STREETSECTION TO MATCH EXISTING - PHASE 1)EXISTING DRIVEAPPROACHEXISTING DRIVEWAYEDGE OF ASPHALTEDGE OF ASPHALTEXISTING DRIVEWAYSTREET VISIONTRIANGLESTREET VISIONTRIANGLEPROPOSED 5' WIDE CONCRETE SIDEWALKM-1 ZONINGM-1 ZONINGM-1 ZONINGM-1 ZONINGM-1 ZONINGM-1 ZONINGBROADBAND BOXTELEPHONE BOXEND OF EXISTING12" STORMDRAIN PIPEFL=4692.174" SEWER SERVICE1" WATER SERVICEPROPOSED STORM WATERRETENTION POND #2(PHASE 1)VOLUME=8,790 CU FT, DEPTH=2.0'T.O.P. ELEV=91.00, B.O.P. ELEV=89.004:1 SIDE SLOPESSLAB @ 0.70% SLOPEFF @ W END = 97.05, FF @ E END = 94.53SLAB @ 1.0% SLOPEFF @ S END = 96.48, FF @ N END = 94.58SLAB @ 1.0% SLOPEFF @ S END = 96.28, FF @ N END = 94.38SLAB @ 1.0% SLOPEFF @ S END = 96.08, FF @ N END = 94.18SLAB @ 1.0% SLOPEFF @ S END = 95.73, FF @ N END = 93.83SLAB @ 1.0% SLOPEFF @ S END = 95.43, FF @ N END = 93.53SLAB @ 1.0% SLOPEFF @ S END = 95.13, FF @ N END = 93.23SLAB @ 1.0% SLOPEFF @ S END = 94.43, FF @ N END = 92.73SLAB @ 1.0% SLOPEFF @ S END = 94.08, FF @ N END = 92.78FF @ W END = 93.28,FF @ E END = 92.08INSTALL 1' WIDECURB CUTFL = 94.00SWALE TORETENTIONPONDLIMITS OF PHASE ILIMITS OF PHASE IPHASE 2PHASE 2PHASE 2PHASE 1INSTALL NON-RESIDENTIALDRIVEWAY APPROACH(SEE DETAIL 2)5' WIDE PUBLICACCESS EASEMENTINSTALL NON-RESIDENTIALDRIVEWAY APPROACH(SEE DETAIL 2)EXISTING PED RAMPTO BE MODIFIED TO INCLUDE CURB RADIIAND TRUNCATED DOMES(THIS PROJECT)20' WIDE PUBLICUTILITY EASEMENTSTREET VISIONTRIANGLEEXISTING 12" CULVERTTO BE ABANDONEDIN PLACELOT 2A232,741 SQ. FT5.343 ACRESBLOCK 2 snow removalSTORAGE BLDG. As w in g in g
g a te s fencingL IM IT S O F P H A S E I
snow removalsnow removalswinging gatesSTORAGE BLDG. GSTORAGE BLDG. FSTORAGE BLDG. JSTORAGE BLDG. ESTORAGE BLDG. DSTORAGE BLDG. BLIMITS OF PHASE ISTORAGE BLDG. Cswing gatefe n c in g
fencingSTORAGE BLDG. HSTORAGE BLDG. IF.F. ELEV. = 93.28SLAB @ 0.50% SLOPE snow removalswinggate office/kiosk snow removalINSTALL 296 LF OF NEW GRASS LINEDDRAINAGE SWALE @ 0.87% SLOPEEND NEW SWALEFL = 4689.60SWALE @ 1.0% SLOPEPHASE 11" IRRIG.SERVICESAWCUT EXISTINGASPHALT AND INSTALLNEW 6" FIRE HYDRANT & 1"IRRIGATION SERVICE LINEINSTALL NEW FIREHYDRANT AT STANDARDLOCATION IN BOULEVARDPROPOSED 34' WIDE SHAREDACCESS EASEMENTTEMPORARYCONSTRUCTIONDUMPSTER26.06'30.00'30.00'30.00'30.00'30.00'30.00'30.00'30.00'30.00'30.00'30.00'30.00'27.00'30.00'30.00'40.00'190.00'30.00'30.00'40.00'20.00'30.00'380.00'130.00'190.00'170.00'20.00'18.00'26.00'S 68°24'43" W 351.46'N 1 8 °3 2 '1 4 " W 2 0 7 .1 2 'BLOCK 2126,585 SQ. FT2.906 ACRESLOT 3LOT 2ABLOCK 1M-1 ZONING47004 7 0 0 470047004695469546954690132 spacesF.F. ELEV = 101.00PROPOSED 6' WIDE SIDEWALK16 spaces11 spaces8 spaces23 spacesEXISTING BILLBOARD SIGN(TO BE RELOCATED)STREET VISIONTRIANGLEINSTALL NON-RESIDENTIALDRIVEWAY APPROACH(SEE DETAIL 2)STREET VISIONTRIANGLEINSTALL NON-RESIDENTIALDRIVEWAY APPROACH(SEE DETAIL 2)4" FIRE SERVICE LINE1" WATER SERVICE4" SEWER SERVICE1" WATER SERVICE4" FIRE SERVICE LINE4" SEWER SERVICE1" WATER SERVICE4" FIRE SERVICE LINE50' WIDE EASEMENTFOR DRAINAGE SWALE& PUBLIC UTILITIES26.00'20.00'36.00'24.00'36.00'24.00'36.00'24.00'36.00'24.00'18.00'24.00'24.00'24.00'18.00'F.F. ELEV = 101.95F.F. ELEV = 99.44INSTALL 1' WIDECURB CUTFL = 97.40F.F. ELEV = 98.572 0 .0 0'3 6 .6 9 '2 0.0 0 '18.00'34.50'18.00'18.00'24.00'20.00'SAWCUT EXISTINGASPHALT AND INSTALLNEW 4" SEWER SERVICEE X I S TIN G S I D E W A L KPROPOSED STORM WATERRETENTION POND #3(PHASE 3)VOLUME=4,482 CU FT, DEPTH=1.5'T.O.P. ELEV=97.30, B.O.P. ELEV=95.804:1 SIDE SLOPESPROPOSED STORM WATERRETENTION POND #1A(PHASE 2)VOLUME=4,010 CU FT, DEPTH=1.5'T.O.P. ELEV=93.90, B.O.P. ELEV=92.404:1 SIDE SLOPESPROPOSED STORM WATERRETENTION POND #1B(PHASE 2)VOLUME=6,189 CU FT, DEPTH=1.5'T.O.P. ELEV=92.50, B.O.P. ELEV=91.004:1 SIDE SLOPESINSTALL OVERFLOWSWALE FROMPOND #1A TO POND #1BBOOT HILLEAST SIDE OF SIMMENTAL WAY TOBE WIDENED WITH CURB AND GUTTER(THIS PROJECT - PHASE 1)SEE DETAIL 4, C1.0PHASE 2PHASE 3PHASE 3PHASE 2PHASE 3PHASE 2L =5 1 1 .4 2 '''''''''''''''''''''''''''''''''''''''''R =4 4 0 7 .5 0 '''''''''''''''''''''''''''''''''''''''''=6 °3 8 '5 4 """""""""""""""""""""""""""""""""""""""""20' WIDE PUBLICUTILITY EASEMENTM-1 ZONINGIN T E R S T A T E 9 0 20' WIDE PUBLICUTILITY EASMENT1 0 '1 0 'MONUMENT SIGNRock MulchIrrigated TurfRock MulchRock MulchRock MulchNative GrassNative GrassNative GrassIrrigated TurfCHURCH BLDG. 14,800 SQ. FT. FOOTPRINTSHOP BLDG. 9,000 SQ. FT. FOOTPRINTSHOP BLDG. 10,800 SQ. FT. FOOTPRINTOFFICE BLDG. 9,000 SQ. FT. FOOTPRINTSITE0 40 80SCALE IN FEET#15052CONTOUR INTERVAL = 1 FOOTGENERAL NOTES:1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS.2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.3. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR.4. TRENCH BACKFILL SHALL BE TYPE A, FOR ALL AREAS TO BE PAVED.5. THE INSTALLATION OF THE SANITARY SEWER SERVICE LINE FROM THE EXISTING SERVICE STUB TO THE BUILDING IS THE RESPONSIBILITY OF THE DEVELOPER.6. THE INSTALLATION OF THE WATER SERVICE LINES FROM THE EXISTING SERVICE STUBS TO THE BUILDING IS THE RESPONSIBILITY OF THE DEVELOPER.7. AN APPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE MUST BE INSTALLED FOR EACH NEW BUILDING SHOWN, PER CITY OF BOZEMAN REQUIRMENTS.8. CONTRACTOR TO FIELD VERIFY LINE AND GRADE OF EXISTING SEWER AT SERVICE CONNECTION POINT TO VERIFY ADEQUATE FALL FOR SEWER SERVICE.9. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS OSHA AND ALL APPLICABLE SAFETY REQUIREMENTS.10. GROUND MOUNTED MECHANICAL EQUIPMENT, INCLUDING, BUT NO LIMITED TO UTILITIES, AIR EXCHANGE CONDITIONING UNITS, TRANSFORMERS AND METERS SHALL NOT ENCROACH INTO THE REQUIRED YARD SETBACKS AND SHALL BE PROPERLY SCREENED WITH AN OPAQUE SOLID WALL AND ADEQUATE LANDSCAPE FEATURES. ALL ROOFTOP MECHANICAL EQUIPMENT SHALL BE INCORPORATED INTO THE ROOF FORM OR SCREENED IN AN APPROVED ENCLOSURE.11. PROPOSED DRY UTILITY (ELEC, GAS & COMMUNICATIONS) LOCATIONS SHOWN ARE PRELIMINARY. CONTRACTOR TO COORDINATE FINAL LOCATIONS WITH UTILITY PROVIDERS.OVERALLSITE PLANREV. DATE0 8/4/15C1.0LEWIS & CLARK COMMERCE CENTER MASTER SITE PLANLOT 2A & 3, BLOCK 2, AMENDED PLAT OF LEWIS & CLARK COMMERCIAL SUBDIVISIONLOCATED IN THE SW 1/4, SECTION 36, T. 1 S., R 5 E. OF P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANAMatthew B.Cotterman15873ESDESNECILMONTANAROYEVRUS DNAL-REENIGNE .FORP SHEETDRAWING DATE:8/4/15VICINITY MAPNOT TO SCALEPhase 2 (Church Parking): Assembly Area w/out fixed seats = 3,880 ft² - 15% = 3,300 ft² ÷ 7 = 471 occupantsYouth Room = 1,000 ft² - 15% = 850 ft² ÷ 20 = 42 occupantsClassrooms = 2,300 ft² - 15% = 1950 ft² ÷ 20 = 97 occupantsNursery = 444 ft² - 15% = 377 ft² ÷ 20 = 19 occupantsTotal Occupant Load = 629 occupants629 occupants ÷ 6 = 105 spaces requiredPhase 2 spaces provided = 115Office Building: Total Sq. Ft. = 9,000 ft²minus 1,800 ft² (20% for circulation & accessory spaces) = 7,200 ft² x 1 space per 250 ft² = 29 spaces requiredShop Buildings: Total Sq. Ft. = 19,800 ft²minus 2,970 ft² (15% for circulation) = 16,830 ft² x 1 space per 1,000 ft² = 17 spaces + 1 space per unit for an office (8 offices) = 25 spaces requiredTotal Office & Shop Parking Required = 54 spacesTotal Office/Shop Parking Provided = 73 spacesSIDE = 3' PARKING CALCULATIONSAREA OF SIDEWALKS = 7,421 SQ FT (2.1%)AREA OF PAVING = 146,080 SQ FT (40.9%)PERCENT SITE COVERAGE = 69%AREA OF LAWN/LANDSCAPING = 113,187 SQ FT (31.7%)AREA OF BUILDINGS = 89,950 SQ FT (25.2%)AREA OF LOT 2A = 232,741 SQ FT (230,701 SQ FT EXCL. R/W)M-1 MAXIMUM BLDG HEIGHT: 45'REAR & SIDE = 0' PARKING/LOADING - FRONT = 20'FLOOR AREA RATIO: FOOTPRINTS = 89,950 SQ FT LOT SIZE = 357,286 SQ FT F.A.R. = 0.25OVERALL SITE DATAEXISTING ZONING: M-1 (LIGHT MANUFACTURING)STRUCTURES - FRONT = 20'M-1 MINIMUM YARDS: REAR = 3' www.caddiseng.comPERCENT SITE COVERAGE = 73%AREA OF PAVING = 67,671 SQ FT (43.4%)AREA OF BUILDINGS = 46,200 SQ FT (29.7%)AREA OF SIDEWALKS = 306 SQ FT (0.2%)AREA OF LAWN/LANDSCAPING = 41,594 SQ FT (26.7%)AREA OF PHASE 1 = 155,771 SQ FT F.A.R. = 0.30FLOOR AREA RATIO: FOOTPRINT = 46,200 SQ FT PH 1 SIZE = 155,771 SQ FTPHASE 1 SITE DATAPHASE 3 SITE DATA PH 2 SIZE = 113,900 SQ FTAREA OF BUILDINGS = 28,800 SQ FT (25.3%)AREA OF SIDEWALKS = 4,631 SQ FT (4.0%)PERCENT SITE COVERAGE = 57%AREA OF PAVING = 31,628 SQ FT (27.8%)AREA OF LAWN/LANDSCAPING = 48,841 SQ FT (42.9%)AREA OF PHASE 3 = 113,900 SQ FT F.A.R. = 0.25FLOOR AREA RATIO: FOOTPRINT = 28,800 SQ FT PH 2 SIZE = 86,967 SQ FTAREA OF BUILDINGS = 14,950 SQ FT (17.2%)AREA OF PHASE 2 = 86,967 SQ FT F.A.R. = 0.18PERCENT SITE COVERAGE = 74%PHASE 2 SITE DATAAREA OF LAWN/LANDSCAPING = 22,752 SQ FT (26.2%)AREA OF SIDEWALKS = 2,484 SQ FT (2.8%)AREA OF PAVING = 46,781 SQ FT (53.8%)FLOOR AREA RATIO: FOOTPRINT = 14,950 SQ FTAREA OF LOT 3 = 126,585 SQ FT
EXISTING 30' WIDE UTILITY EASEMENTCC30' WIDE STORMDRAINAGE &UTILITY EASEMENT20' WIDE PUBLICUTILITY EASEMENTCCCEEXISTING12" RCP STORMDRAIN PIPE50' WIDE EASEMENTFOR STORM DRAINAGE ANDPUBLIC UTILITIESEXISTING STORAGE UNITSSTOP SIGNSIMMENTAL WAYLOT 3, TRACT 6GARDNER SIMMENTALPLAZA SUBDIVISIONLOT 1ABLOCK 1LOT 1ABLOCK 2BOOT HILL COURTCOURTI N T E R S T A T E 9 0 EXISTING FENCE LINEE X I S T IN G F E N C E L I N E
LOT 4, TRACT 6GARDNER SIMMENTALPLAZA SUBDIVISIONLOT 2, TRACT 7GARDNER SIMMENTALPLAZA SUBDIVISIONLOT 4, TRACT 7GARDNER SIMMENTALPLAZA SUBDIVISIONLOT 4, BLOCK 2LEWIS & CLARKCOMMERCIAL SUBDIVISIONN 89°39'36" W 280.66'S 34°27'48" W 331.49'S 89°39'36" E 449.98'EXISTING ASPHALT DRIVEWAYBENCHMARK:ARROW BOLT, HYD #1177ELEV = 4,701.91L=107.19'''''''''''''''''''''''''''''''''''''''''R=180.00'''''''''''''''''''''''''''''''''''''''''=34°07'14"""""""""""""""""""""""""""""""""""""""""N 00°20'24" E 466.74'PPPPPPTELEPHONE BOXBROADBAND BOXCABLE TV BOXEDGE OF EXISTING ASPHALT20' WIDE PUBLICUTILITY EASEMENT10'10'L =2 5 2 .4 2 '''''''''''''''''''''''''''''''''''''''''R =4 4 0 7 .5 0 '''''''''''''''''''''''''''''''''''''''''=3 °16 '5 3 """""""""""""""""""""""""""""""""""""""""15'15'END OF EXISTINGCURB & GUTTER(BEGIN NEW STREETSECTION TO MATCH EXISTING - PHASE 1)EXISTING DRIVEAPPROACHEXISTING DRIVEWAYEDGE OF ASPHALTEDGE OF ASPHALTEXISTING DRIVEWAY99.6898.8599.02(99.65)99.35(100.50)1.5%1.3%1.3%1.3%1.3%1.3%1.3%1.22%1.22%1.22%1.22%1.22%1.22%1.22%1.22%1.22%1.05%1.05%1.05%(96.97)(94.45)(93.90)(99.45)97.5395.23(96.40)(94.50)(93.30)(95.76)(96.20)(94.30)(96.20)(94.30)(93.10)(95.56)(96.00)(95.86)(95.95)(96.00)(94.10)(94.10)(95.75)(95.66)(95.55)(95.25)(95.25)(94.95)(95.65)(95.65)(93.75)(93.75)(93.04)(95.36)(95.35)(95.35)(93.45)(93.45)(95.05)(95.05)(93.15)(93.15)(92.74)(92.44)(92.11)(95.06)(94.76)(94.10)(94.95)(94.42)1.03%1.03%1.03%(93.52)(94.25)(93.95)(94.35)(94.35)(92.65)(92.65)(91.36)(92.80)(93.20)(93.70)(92.03)M-1 ZONINGM-1 ZONINGM-1 ZONINGM-1 ZONINGM-1 ZONINGM-1 ZONINGBROADBAND BOXTELEPHONE BOXEND OF EXISTING12" STORMDRAIN PIPEFL=4692.17(94.00)(94.00)(92.70)(92.70)(92.08)PROPOSED STORM WATERRETENTION POND #2(PHASE 1)VOLUME=8,790 CU FT, DEPTH=2.0'T.O.P. ELEV=91.00, B.O.P. ELEV=89.004:1 SIDE SLOPES(92.03)(93.20)(94.50)SLAB @ 0.70% SLOPEFF @ W END = 97.05, FF @ E END = 94.53SLAB @ 1.0% SLOPEFF @ S END = 96.48, FF @ N END = 94.58SLAB @ 1.0% SLOPEFF @ S END = 96.28, FF @ N END = 94.38SLAB @ 1.0% SLOPEFF @ S END = 96.08, FF @ N END = 94.18SLAB @ 1.0% SLOPEFF @ S END = 95.73, FF @ N END = 93.83SLAB @ 1.0% SLOPEFF @ S END = 95.43, FF @ N END = 93.53SLAB @ 1.0% SLOPEFF @ S END = 95.13, FF @ N END = 93.23SLAB @ 1.0% SLOPEFF @ S END = 94.43, FF @ N END = 92.73SLAB @ 1.0% SLOPEFF @ S END = 94.08, FF @ N END = 92.78FF @ W END = 93.28,FF @ E END = 92.08INSTALL 1' WIDECURB CUTFL = 94.00(98.74)SWALE TORETENTIONPOND(98.00)LIMITS OF PHASE ILIMITS OF PHASE IPHASE 2PHASE 2PHASE 2PHASE 15' WIDE PUBLICACCESS EASEMENTEXISTING PED RAMPTO BE MODIFIED TO INCLUDE CURB RADIIAND TRUNCATED DOMES(THIS PROJECT)20' WIDE PUBLICUTILITY EASEMENTEXISTING 12" CULVERTTO BE ABANDONEDIN PLACELOT 2A232,741 SQ. FT5.343 ACRESBLOCK 2 snow removalSTORAGE BLDG. As w in g in g g a t e s fencingL IM IT S O F P H A S E I
snow removalsnow removalswinging gatesSTORAGE BLDG. GSTORAGE BLDG. FSTORAGE BLDG. JSTORAGE BLDG. ESTORAGE BLDG. DSTORAGE BLDG. BLIMITS OF PHASE ISTORAGE BLDG. Cswing gatefe n c in g
fencingSTORAGE BLDG. HSTORAGE BLDG. I(93.10)(96.10)(95.90)(92.79)(93.10)(92.80)(92.95)(92.50)(92.65)(92.20)(92.35)(91.90)F.F. ELEV. = 93.28SLAB @ 0.50% SLOPE(93.20)(96.58)(96.26)(95.84)(95.42)(95.00)(91.67)(93.20) snow removals w in g
g a te office/kiosk snow removal97.9298.25(98.39)(98.72)INSTALL 296 LF OF NEW GRASS LINEDDRAINAGE SWALE @ 0.87% SLOPEEND NEW SWALEFL = 4689.60(96.87)(97.47)(97.67)(98.14)(98.21)(98.81)(95.71)(93.50)(95.40)(98.00)SWALE @ 1.0% SLOPESAWCUT EXISTINGASPHALT AND INSTALLNEW 6" FIRE HYDRANT & 1"IRRIGATION SERVICE LINEINSTALL NEW FIREHYDRANT AT STANDARDLOCATION IN BOULEVARDINSTALL STORM INLETRIM = 93.20FL = 91.20INSTALL STORM INLETRIM = 92.80FL = 90.80END 12"ST SEWERFL = 4689.10INSTALL STORM INLETRIM = 91.90FL = 89.39INSTALL STORM INLETRIM = 92.79FL = 90.52INSTALL STORM INLETRIM = 92.20FL = 89.67INSTALL STORM INLETRIM = 92.50FL = 89.96INSTALL STORM INLETRIM = 92.80FL = 90.2460 LF OF 12"HDPE @ 0.47%60 LF OF 12"HDPE @ 0.47%60 LF OF 12"HDPE @ 0.47%62.7 LF OF 12"HDPE @ 0.46%60 LF OF 12"HDPE @ 0.47%60 LF OF 12"HDPE @ 0.47%45 LF OF 12"HDPE @ 0.89%SPILLSPILL
CATCHSPILL
CATCHSPILLCATCHSPILL
SPILL
SPILL SPILL94.8193.28(93.70)(94.27)PROPOSED 34' WIDE SHAREDACCESS EASEMENTTEMPORARYCONSTRUCTIONDUMPSTER26.06'30.00'30.00'30.00'30.00'30.00'30.00'30.00'30.00'30.00'30.00'30.00'30.00'27.00'30.00'30.00'40.00'190.00'30.00'30.00'40.00'20.00'30.00'380.00'130.00'190.00'170.00'20.00'18.0 0'26.00'S 68°24'43" W 351.46'N 1 8 °3 2 '1 4 " W 2 0 7 .1 2 'BLOCK 2126,585 SQ. FT2.906 ACRESLOT 347004 7 0 0 470047004695469546954690132 spaces99.07100.18F.F. ELEV = 101.00(100.62)(100.62)(100.00)(99.46)(100.00)(99.86)(98.24)(99.01)(98.90)(98.27)(97.50)(98.00)(96.90)(97.20)(97.00)(94.00)(97.99)(96.93)(95.45)(98.09)(97.05)(97.17)(95.48)(95.69)1.48%16 spaces11 spaces8 spaces23 spacesEXISTING BILLBOARD SIGN(TO BE RELOCATED)50' WIDE EASEMENTFOR DRAINAGE SWALE& PUBLIC UTILITIES26.00'20.00'36.00'24.00'36.00'24.00'36.00'24.00'36.00'24.00'18.00'24.00'24.00'24.00'18.00'98.7498.87100.1699.88101.03F.F. ELEV = 101.95(101.83)(101.83)(101.83)(101.83)(99.39)(97.40)(97.73)(98.27)(99.24)(99.19)(99.32)F.F. ELEV = 99.44(98.78)(97.90)INSTALL 1' WIDECURB CUTFL = 97.40(99.47)(100.05)(99.83)(98.25)(98.86)(99.54)(99.02)(99.10)(98.45)(98.10)(97.90)(101.00)(101.19)(99.05)(101.05)(100.97)(98.47)(99.73)(99.90)(98.49)(98.67)(97.41)(97.52)(98.17)(97.39)(96.94)(96.85)(96.94)(96.48)(96.42)(96.77)(96.07)(95.98)(97.03)(95.83)(95.70)(97.05)(95.03)(96.46)(94.76)(97.88)(97.95)F.F. ELEV = 98.57(97.95)(98.39)(98.11)(97.88)(95.14)(95.23)(95.16)(95.51)(95.40)(97.33)(99.32)(101.33)(100.49)(98.59)(99.35)2 0 .0 0 '3 6 .6 9 '2 0 .0 0 '18.00'34.50'18.00'18.00'24.00'20.00'SAWCUT EXISTINGASPHALT AND INSTALLNEW 4" SEWER SERVICE(98.98)(98.24)(98.16)(98.04)(97.61)(101.03)(100.18)(100.00)(99.30)(99.21)E X I S T I N G S I D E WA L KPROPOSED STORM WATERRETENTION POND #3(PHASE 3)VOLUME=4,482 CU FT, DEPTH=1.5'T.O.P. ELEV=97.30, B.O.P. ELEV=95.804:1 SIDE SLOPESPROPOSED STORM WATERRETENTION POND #1A(PHASE 2)VOLUME=4,010 CU FT, DEPTH=1.5'T.O.P. ELEV=93.90, B.O.P. ELEV=92.404:1 SIDE SLOPESPROPOSED STORM WATERRETENTION POND #1B(PHASE 2)VOLUME=6,189 CU FT, DEPTH=1.5'T.O.P. ELEV=92.50, B.O.P. ELEV=91.004:1 SIDE SLOPESINSTALL OVERFLOWSWALE FROMPOND #1A TO POND #1BBOOT HILLPHASE 2PHASE 3PHASE 3PHASE 2PHASE 3PHASE 2L =5 1 1 .4 2 '''''''''''''''''''''''''''''''''''''''''R =4 4 0 7 .5 0 '''''''''''''''''''''''''''''''''''''''''=6 °3 8 '5 4 """""""""""""""""""""""""""""""""""""""""20' WIDE PUBLICUTILITY EASEMENTM-1 ZONINGIN T E R S T A T E 9 0 20' WIDE PUBLICUTILITY EASMENT1 0 '1 0 'Rock MulchIrrigated TurfRock MulchRock MulchRock MulchNative GrassNative GrassNative GrassIrrigated TurfCHURCH BLDG. 14,800 SQ. FT. FOOTPRINTSHOP BLDG. 9,000 SQ. FT. FOOTPRINTSHOP BLDG. 10,800 SQ. FT. FOOTPRINTOFFICE BLDG. 9,000 SQ. FT. FOOTPRINT0 40 80SCALE IN FEET#15052CONTOUR INTERVAL = 1 FOOTSITE GRADING &DRAINAGE PLANREV. DATE0 8/4/15C1.1LEWIS & CLARK COMMERCE CENTER MASTER SITE PLANLOT 2A & 3, BLOCK 2, AMENDED PLAT OF LEWIS & CLARK COMMERCIAL SUBDIVISIONLOCATED IN THE SW 1/4, SECTION 36, T. 1 S., R 5 E. OF P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANAMatthew B.Cotterman15873ESDESNECILMONTANAROYEVRUS DNAL-REENIGNE .FORP SHEETDRAWING DATE:8/4/15www.caddiseng.comSIDEWALKGRADE ESTABLISHED AS 1/4" RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB OR MATCH EXISTING SIDEWALK GRADE1. Subgrade or base course compaction shall conform to section 02230 (M.P.W. Specs., 1996 ed.)2. Contraction joints shall be placed at 10' intervals and shall have a minimum depth of 3/4" and minimum width of 1/8".3. 1/2" expansion joint material shall be placed at all P.C.s, P.T.s, curb returns and at not more than 300' intervals. Theexpansion material shall extend through the full depth of the curb and gutter.4. No curb and gutter shall be placed without a final form inspection by the City Engineer or his representative.6. Crushed gravel base shall meet the requirements of Section 02235 (MPW SPECS, 1996 ed.) For curb andgutter replacement projects, washed rock may be used for the gravel base.DROP CURB FOR PEDESTRIAN RAMPS3/4"9.5"SCALE: NTSCONCRETE CURB & GUTTER DETAIL* OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTHNON RESIDENTIAL DRIVEWAY APPROACHGRASS LINED SWALE DETAILSCALE: NTS1. Swale bottom shall maintain a minimum slope of 1% down gradient to the storm water basin.2. Channel shall be lined with erosion control fabric if vegetation has not been establishedprior to periods of high runoff.9.5"9.5"C1.015. Concrete shall be Class M-4000.DROP CURB FOR DRIVEWAYSNOTES:NOTES:C1.0312"CRUSHED GRAVELSUB-BASE COURSEBASE - 3" MIN.AS REQUIRED6"1.5"0.5"3/4" PER 1' SLOPETOPSOIL(TYP.)9"4"3"R3" WASHED ROCKPROPERTY LINE2"SCALE: NTSC1.021/4" PER FOOT SLOPESIDEWALK* 5' TYP.EXISTING 24' WIDEASPHALT ROADINSTALL ASPHALT, BASE,AND SUB-BASE SECTIONTO MATCH EXISTING ROADSECTIONSAWCUT EDGE OF EXISTINGASPHALT & COAT VERTICALFACE TO PROVIDE A WATERTIGHT JOINT4H:1V SIDE SLOPES6" MIN. DEPTH2'SPILL CURBSIMMENTAL WAY EXPANSION DETAILSCALE: NTS3% SLOPEC1.04VARIES2'NEW CONCRETE CURB &GUTTER PER COB STD.DWG. NO. 02528-12% SLOPEBOULEVARD4.5'5'PROPERTY LINE1'3/4" PER 1' SLOPECOMPACTED SUBGRADE3/4" PER 1' SLOPE4"R1.5"1/2" PER 1' SLOPE4.5"6"7.5"STREET SURFACECURB & GUTTER5.4" (0.45')24"MIN. 6" THICKM-4000 CONCRETE5.5' TYP.(VARIES)DRIVEWAY APRONCOB STD DWG NO. 02529-12EXPANSION JOINT MATERIAL SHALL BE 1/2" THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER.ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED.VARIABLE(5.5' TYP.)SPACED AT 5' INTERVALS - MIN.DEPTH 1". EXPANSION JOINTSCONTRACTION JOINTS TO BE SPACEDAT 10' INTERVALS IN CURB & GUTTERMAX. THROAT WIDTH35' COMMERCIALSIDEWALK CONTRACTION JOINTS40' INDUSTRIALTO BE PLACED AT 25'INTERVALS.PROPERTY LINE5'MAINTAIN PROPER SIDEYARDSETBACK PERREGULATIONSZONINGAROUND SIDEWALK SECTIONFLOW LINEEDGE OF GUTTERCURB & APRON POURED MONOLITHICUNLESS OTHERWISE APPROVEDCONTRACTION JOINTEXPANSION JOINTS AT CURB RETURNSBACK OF CURB5' TRANSITION SECTION FROMEXISTING CURB TO DROP CURB:EXPANSION JOINTS COMPLETELY3" MIN. WASHED ROCK BASE4" THICK CONCRETE SIDEWALKCOMPACTED SUBGRADEEASEMENT LINE1'TYPICAL ASPHALT CROSS SECTIONSCALE: NTSC1.053" MIN. OF BITUMINOUS ASPHALT3" MIN. OF 1" MINUS CRUSHED GRAVEL12" MIN. OF 6" MINUS "IMPORTED" PIT RUNCOMPACTED SUBGRADEINSTALL GEOTEXTILE FABRIC AND/OR GEOGRID IF SOFT SUBGRADE CONDITIONS ARE ENCOUNTERED.6"SEE TYPICAL ASPHALT CROSS SECTION DETAILTYPICAL CURB WALK DETAILSCALE: NTS1. Extend isolation joints the full depth of concrete and fill using 1/2" thick, pre-formed joint filler. Place isolation joints where concrete abuts existing concrete or fixed structure. Form isolation joints around all appurtenances, such as manholes, utility poles, etc. extending into and through the concrete. Place isolation joints at radius points, junctions with existing concrete, and opposite to or at expansion joints in adjacent concrete.2. Install cold joints at unions of consecutive pours. Assure the cold joint is vertical, the full depth of concrete, and tooled to a 1/4-inch radius.3. Divide sidewalk into sections using contraction joints formed by a jointing tool or other approved methods. Extend the contraction joints into the concrete for at least one-fourth its depth and make the joints approximately 1/8-inch wide. Unless otherwise directed, space contraction joints at maximum 10-foot intervals or a distance equal to the sidewalk width, whichever is less. In continuous sidewalk runs, install expansion joints at the location of a regular contraction joint, if the distance between expansion joints does not exceed 25 feet.CONCRETE JOINTING REQUIREMENTS:SLOPE AWAY FROM CURBASPHALT PAVEMENT(AS SPECIFIED)C1.065'-0"2% SLOPE4"3" OF 1" MINUS CRUSHED GRAVELCONCRETE SIDEWALK WITH CONTRACTION JOINTS SPACED AT 5' INTERVALS AND EXPANSION JOINTS AT 25' INTERVALS.