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HomeMy WebLinkAboutGallatin Peak Condos -91 w SAN SWR MH LOT 4 BLOCK 8 EXT'G '9 RIM 4689.56 EXT'G 4" "S SANRVC �e( 8" CATTAIL CREEK SUB PH I COMMUNITY ZONING: RO MAIL BOXES F�J F 8" (E () IN 4679.67 W) OUT 4679.57 EXT'G FIRE HYDRANT �. - �q Y _ 8-INCH WATER MAIN ----_ / GRADING.PAVING&DRAINAGE,. m _ s•• - B-INCH SAN SWR 3 SCALE �� 15' FRDNIYARO "++ _ _ 5=0.567 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING ¢ " SETBACK `)"• _ CONSTRUCTION ACTIVITIES TO INSURE THAT PUBLIC AND PRIVATE 0 10 20 40 I STREETS AND PARKING LOTS ARE KEPT CLEAN OF MUD,DUST OR �` ( - ti� - SAN SWR MH DEBRIS, DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE 1 7 1lg UDGIi' n l ( "+ RIM 4690.36 FJISENENT I/ _ R I - - WATERING OF THE SITE BY THE CONTRACTOR TO SUBSTANTIALLY LIMIT .=20 \ � / f )�}.;� BENCHMARK • -__ 8" (W) OUT 4680.67 z DUST FROM THE CONSTRUCTION SITE UNDER NO CIRCUMSTANCE \F I l r+ REBAR-4690.03 / _ w EXT'G 3 4" �(-, SHALL THE CONTRACTOR ALLOW CONSTRUCTION DEBRIS, MUD OR WATER SRVC - DATUM - NAYD88 GRAVELS TO BE LEFT ON THE STREETS OVERNIGHT. > AREA: t,t25 of (In be ro...I H r �W). EXT'D _ SIDEWALK (A/ 2. SITE CONTRACTOR SHALL SUBMIT AN APPLICATION AND PROCURE A 0 F STORM WATER DISCHARGE PERMIT PRIOR TO DISTURBANCE OF SITE. N v I © L=173.04' > y� R=305,00' 3, UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND PAVING a D=32'303"_ SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARD m O� PROJECT: GALLATIN PEAK CONDOMINIUMS�, _ SPECIFICATIONS,MOST CURRENT ADOPTED EDITION. a �{-45' _ �� �' •r �� - - - OWNER: GALLATIN PEAK VENTURES LED 4, CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL > \ �'r• -�'-�`- -r 145 IRENE COURT SURFACE VEGETATION, TREES, STUMPS,BRUSH, ROOTS,ETC. STRIP C 4' `Ky0 *T [ A - -KT___ MOUNTAIN VIEW CA 94043-5274 WORK UMITS,REMOVING ALL ORGANIC MATTER WHICH CANNOT BE EXT'G A C 4, +v F - (406) 585-2400 COMPACTED INTO A STABLE MASS ALL BRUSH AND DEBRIS o,^ QF ( ASSOCIATED IMTH CLEARING,STRIPPING OR GRADING SHALL BE P t� A - T APPLICANT: GALLATIN PEAK VENTURES LLC REMOVED AND DISPOSED OF OFF-SITE. 145 IRENE COURT EXT'G BUILDING MOUNTAIN VIEW CA 94043-5274 5.FOLLOWING STRIPPING OPERATIONS,SUBGRADE SHALL BE COMPACTED � - 46g1 2-3 BEDROOM (406) 585-2400 TO 959.OF THE MAXIMUM DRY DENTIN AT+/S 2 PERCENTAGE A I POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST 3-3 BEDROOM UNITS � I ARCHITECT: SPRINGER GROUP METHOD(STANDARD PROCTOR). ATTN: LOWELL SPRINGER 626 EAST COTTONWOOD ROAD SUITE A 6. SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE/� I /�h O �j • (� BOZEMAN MT 59715 OVER-EXCAVATED AND REPLACED WITH STRUCTURAL FILL. SUBGRADE - J F rn1Y (406) 585-2400 MUST BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLACING EMBANKMENTS, ENGINEERED FILLS O _I I CIVIL ENGINEER: AMADISTTN: N ENGINEERING LED OR FINE GRADING FOR BASE ROCK" c / ATTN: CHRIS G BUDESKI,PE _ LOT 2 BLOCK 5 895 TECHNOLOGY BLVD STE 203 LOT 4 BLOCK 5 ,_ I '^ O ,y� I 7. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN (DRAWN BY.CGB CATTAIL CREEK SUB PH I i Y� O Qp C I C _ © CATTAIL CREEK SUB PHI 586-026BOZEMAN MT 59718 ZONING: RO SNOW J _ 1'- I Fl I ZONING: RO SB6-0262 RIG INCHES IN DEPTH WHICH ARE LOCATED OUTSIDE THE PUBLIC 2p' O 20' RIGHT-OF-WAY,BUILDING PADS,PARKING LOTS OR OTHER AREAS TO REVIEWED BY:RFC •/�.� STORAGE 42' ( 20.3'+� O Z ` / 42' I 1 I LEGAL DESQ: LOT 3 BLOCK 5 CATTAIL CREEK SUBDIVISION PHASE I BE IMPROVED. ENGINEERED FILLS SHALL BE CONSTRUCTED IN LIFTS PROJECT ENGINEER:CGB R r LOCATED IN THE UN 35 T15,IP.M.M. NO GREATER THAN 8-INCHES OVER APPROVED SUBGRADE EACH CITY OF BOZEMAN,.GALLALATN COUNTY.STATE OF MONTANA LIFT SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY DESIGNED BY:CGB AT+/- 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER A. B E .z�y. �u. B I ADDRESS: 2926 WARBLER WAY ASTM 0-698 TEST METHOD(STANDARD PROCTOR). 24' Sy 3 24' A ZONING: RO - RESIDENTIAL OFFICE 8. SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE 5' SIDEYARD / E A , B _ _ REQUIREMENTS OF SECTION 02234(SUB BASE COURSE) AND SECTION SETBACK - - - -�^• - - -- - - - -- SITE AREA(GROSS AREA): 46.739 SF 1.073 ACRES 02235(CRUSHED BASE COURSE)MONTANA PUBLIC WORKS STANDARD [� x (( FLOOR AREA: 25,350 SF FAR:1:1.85 SPECIFICATIONS(MPWSS). COMPACT TO 95%OF THE MAXIMUM DRY I 42' I I 42, I '? (_, 42•-�( ,.�( 5' SIDEYARD DENSITY AT+/- 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE ' I © 20. i r�I © 2p• -III TETBACK (IMPERVIOUS AREA: CONTENT PER ASTM 0-698 TEST METHOD(STANDARD PROCTOR) ©, Op 0 ©, ..0c I OO OO C WALKS/DRNES/PAVEMEM: 16,845 SF 36.0% ►•4 4. y IT �. _ �/1 _ _ BUILDING ROOF AREA: 15.158 SF 32.5R 9. AC PAVEMENT SHALL CONFORM TO SECTION 02510(ASPHALT 1 • -��I CONCRETE PAVEMENT)MPWSS FOR TYPE B MIX. A.C. PAVEMENT F-e 1n _r LANDSCAPED AREA 14,736 SF 31.5% SHALL BE COMPACTED TO A MINIMUM OF 92%OF THE THEORETICAL FF--II _ i MAXIMUM RICE SPECIFIC GRAVITY. c ( A. - - HOUSING PROPOSED: 2-FOUR PLEX BUILDINGS 4-3 BEDROO\I C 4-3 IIEDROON� 1 -THREE PEE%BUILDING 10. PIPE BEDDING AND BACKFILL ALL PIPES SHALL BE BEDDED WITH O 0. z UNITS �` :( UNITS )=DUPLE%BUILDING MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFILLED WITH A7 / O 4' _ 13 UNITS TOTAL THE SAME MATERIAL A MINIMUM OF 6-INCHES OVER THE TOP OF (s] - - - .� THE PIPE PER CITY OF BOZEMAN STANDARD DETAIL 02221-1. PIPE F Ftr-"11 J: T I DENSITY PER ACRE: 13 DU/ACRE BEDDING AND TRENCH BACKFILL SHALL BE PLACED IN THIN LAYERS 1 RETENTION O I o BASIN LIMITS / �• OPEN SPACE NOT EXCEEDING 6"IN LOOSE THICKNESS, CONDITIONED TO THE O i 0 REQUIRED: 750 SF PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 97% p I PROVIDED: 1.125 SF RELATIVE COMPACTION, O -_ O _ _-. I VEHICLE PARKING 11. UNLESS OTHERWISE SHOWN ON THE DRAWINGS,STRAIGHT GRADES 4• (np) _ REQUIRED: 13 3-BEDROOM UNITS 0 3 SPACES PER UNIT=39 SPACES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN. FO C 4' C 4' "aa L'J PROVIDED: 52 SPACES-26 GARAGE AND 26 DRIVEWAY SPACES) F112. W !l) _ 53�'=5 500 o�• (V.)_ ____---_____ PUBLIC PARK SUMMARY ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, w REQUIRED: 8 UNITS•0.03 ACRES NIT= 0,24 ACRES MONUMENTS, GAS VALVES, WATER VALVES AND SIMILAR STRUCTURES {.I.f Z 20' REARYARD 39 'I"' N SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT, EXT'G TRAIL __ 1� SETBM.'1( _ _ - -- - - - - - - -- SIDEWALK, OR LANDSCAPED AREA WHEREIN THEY LIE, F-4 - _ _ _ _ _ _ __ - _ - -_ PARK LAND PROVIDED: 440 ACRES OF PARKLAND PROVIDED FOR IN PUBLIC PARK LOCATED 13 UNLESS OTHERWISE SHOWN ON THE DRAWINGS,NO CUT OR FILL PUBLICPUBLIC PARK A ON BLOCK 1 OF CATTAIL CREEK PHASE III SUBDIVISION -- - �- - -- - CATTAIL CREEK SUB PH I SLOPES SHALL BE CONSTRUCTED STEEPER THAN 2H:1V. MAXIMUM A AFFORDABLE HOUSING THE CITY OF BOZEMAN DOES NOT REQUIRE AFFORDABLE SLOPE IN DETENTION BASIN 4.1 PQ HOUSING AT THE TIME OF THIS SITE PLAN SUBMTTAL 14. ALL PLANTER AREAS SHALL BE BACKFILLED WITH APPROVED TOP IF�_lll N STREET AND TRAFFIC THIS LOT IS WITHIN CATTAIL CREEK SUBDVISON WHICH SOIL MINIMUM 6" THICK. STRIPPING MATERIALS SHALL NOT BE USED -J=ASPHALT CONCRETE INCLUDED STREET AND TRAFFIC INFORMATION. FOR PLANTER BACKFILL. it '4e - _ _0' THICK, 1"-MINUS THEY NOES SOLID WASTE TRASH COLLECTION WILL BE WITH INDIVIDUAL TOTES. CURBS&SIDEWAI KS --- -- aws"E0.ROCK LEVELING COURSE !9 0 6"CONCRETE CURB&GUTTER. © HOT TAP EXT'G B"WATER MAIN AND INSTALL COPPER WATER 1. UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 9" THICK, 6"-MINUS UNCRUSHED SERVICE PER G.Ga.STDS.INSTALL CURB STOP 8'BEHIND 6-INCHES NOMINAL CURB EXPOSURE USED FOR DESIGN OF ALL _.BASE COURSE-PIT RUN O DROP CURB FOR DRIVEWAYS/SIDEWALKS PROEPRTY LINE.SERVICE SIZE TO BE DETERMINED BY PARKING LOT GRADES IN ACCORDANCE W/MEW 2234 ARCHITECT.SEE MECHANICAL DESIGN FOR CONL IN BLDG. P b} © 4"THICK CONCRETE WALKS WITH BROOM FINISH.SLOPE TO TOP LEGEND 2 CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS IN @9 ` GEOTEXTILE STABILIZATION FABRIC OF CURB 2%(MAX).INSTALL IRRIGATION SLEEVES AS REQUIRED. OM ABANDON EXT'G WATER SERVICE PER C.O.B.STOS. 1:7I MINOR CONTOUR(1") • FOUND MONUMENT AS NOTED ACCORDANCE WITH CITY OF BOZEMAN CURRENT ADA REQUIREMENTS. Z OM AMOCO 2002 OR EQUIVALENT AS REQUIRED D 6"THICK CONCRETE DRIVEWAY WITH BROOM FINISH.UNIFORM N SAWCUT AND REMOVE EXVG CONCRETE CURB AND SIDEWALK " N O O 3. SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES THICK OVER N -COMPACTED SUBGRADE SLOPE FROM GARAGE FLOOR To CURB.INSTALL IRRIGATION AND INsiau za'vnDE CONCRETE DRIVEWAY APPROACH,WITI1 47T� MAJOR CONTOUR(5') ® CONTROL POINT Fi•1 COMPACTED SUBGRADE AND BASE ROCK. ALL SIDEWALKS SHALL BE NOTES SLEEVES A5 REQUIRED. 5'wlrvcs,PER CITY OF BOZEMAN si0 DETAIL 02529-12 -•--•- PROPERTY LINE/ROW BENCHMARK CONSTRUCTED USING 4,000 PSI CONCRETE. O CONCRETE RAM P1 SURFACE TEXTURE&SLOPE TO MEET A.D.A. O SANITARY SEWER CLEAN-OUT.MAXIMUM SPACING 100'SET TO ------ EASEMENT LINE O$ SEWER MANHOLE ES 1. CONTRACTOR SHALL REVIEW GEOTECHNICAL REPORT AND &CITY OF BOZEMANFINISH GRADE SPECS WA R AND CFW£R SRN Y�'4 n CONFORM TO ALL REQUIREMENTS OUTLINED IN REPORT. "-" FENCE O SEWER CLEANOUT cn O LANDSCAPED AREAS SEE LANDSCAPE PLAN FOR DETAIL © "NO PARKING FIRE LANE"CURB PAINTING-ENTIRE ENTRANCE WATER VALVE 1. WATER SERVICES SHALL BE TYPE K COPPER. SERVICES SHALL BE 'O SEWER MAIN M+••1 .► pO 2. PAVEMENT SECTIONS SHALL BE CONSTRUCTED PER MONTANA G OPEN SPACE AREA DRIVE,PAINT CURB RED WTH 2 COATS AND STENCILED WITH �- INSTALLED WITH UNIFORM SLOPE AND IN ACCORDANCE WITH CITY OF F ti (.-�•• In PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS)UNLESS O "FIRE LANE NO PARKING"AT EACH LOCATION,THOROUGHLY SEWER SERVICE FIRE HYDRANT BOZEMAN STANDARD DRAWINGS FOR SERVICE LINES. MIN BURY V /. OTHERWISE STATED, O 4-BIKE"CORA"4508 EXPO BIKE RACK WITH 6'X6'PCC SLAB, CLEAN CURB PRIOR TO PAINTING -V- WATER MAIN ® CURB STOP DEPTH 6.5' ��Ljy OR APPROVED EQUAL. ARCHITECT TO SPECIFY COLOR. O 4'BENCH IN OPEN SPACE AREA(2) �R�h� WATER WELL z Gi Y 3. ASPHALT CONCRETE SHALL BE COMPACTED ED TO A MINIMUM OF WATER SERVICE ® 2. SANITARY SEWER SERVICES SHALL BE SDR 26 PVC GASKETED JOINT F+•") O N 95%OF MARSHALL LABORATORY DENSITY. Oj SAWCUT AND REMOVE EXT'G ASPHALT PAVEMENT-FULL WIDTH R VISION CLEARANCE TRIANGLE -w.---w� STREET SIGN PIPE. MIN SLOPE FOR A 4"PIPE IS Y4-INCH PER FOOT. MIN SLOPE OF ROADWAY.INSTALL SERVICES AND BACKFILL AND COMPACT O ARE SERVICE fj •-) (•,� TRENCH IN 8" 12"LIFTS MAX. REPAVE TRENCH AND TACKOLLARD FORA 6"PIPE O Y.-INCH MAX SLOPE ON ALL SERVICES IT 1� O 4.BASE COURSE &, SUBGRADE SHALL BE COMPACTED TO 95%PER OS STORM WATER INFILTRATION BASIN a:1 SIDE SLOPE MAXMAx -�~ STORM MAIN Yz-INCH PER FOOT. SERVICES SHALL BE INSTALLED IN ACCORDANCE - y ll ASTM D-698. COAT AND SEAM SEAL ALL JOINTS, CONTACT DESIGN ENGINEER _,._,.- LIGHT POLE ii7 O TO SCHEDULE COMPACTION TESTING OF EACH LIFT. O UTILITY SERVICES OVERHEAD POWER '• ,^ WITH CITY OF BOZEMAN STANDARD DRAWINGS FOR SERVICE LINES. Oj CONNECT TO EXT'G SANITARY SEWER STUB AND INSTALL C OVERHEAD TELEPHONE - POWER POLE 3, NO SERVICES SHALL BE EXTENDED INTO A BUILDING UNTIL AN 1v,•1 I DETAIL, PVC SANITARY SEWER SERVICE TO BLDG. S=2%MIN. SEE w-"'- UNDERGROUND GAS GUY ANCHOR "APPLICATION FOR SERVICE"HAS BEEN COMPLETED AND A PERMIT MECH.FOR CONT.IN BLDG ELECTRICAL PEDESTAL OBTAINED FROM THE BUILDING DEPARTMENT. A T� r1.0 TYPICAL ON-SITE PAVEMEN f SECTION(PRIVAIT) - - UNDERGROUND PHONE E' q N T S. KO TAP EXT'G SANITARY SEWER MAIN AND INSTALL 4"PVC ® -.-•- A ELECTRICAL METER 4. NO SERVICES SHALL BE BURIED UNTIL INSPECTED AND APPROVED SANITARY SEWER SERVICE TO BLDG. S=2%MIN. SEE MECM. PROPOSED ASPHALT PROPOSED CONCRETE UNDERGROUND ELECTRIC , FOR CONE IN BLDG. PAVEMENT DRIVEWAYS&WALKS ----- ROAD CENTERLINE TELEPHONE PEDESTAL IN THE CITY OF BOZEMAN. CONTRACTOR TO COORDINATE INSPECTION. CURB&GUTTER GAS METER R EDGE OF PAVEMENT !xl GAS VALVE SHEET NOTE: - C1.10 II'-'- EDGE OF GRAVEL 0 TEST PIT 4 1, NO GROUND MOUNTED MECHANICAL EQUIPMENT, INCLUDING, EDGE OF CONCRETE ij PERC TEST BUT NOT LIMITED TO UTILITIES, AIR EXCHANGE CONDITIONING TREE CONIFER SIZE AS NOTED Gnlal[uT Peak Condo UNITS, TRANSFORMERS, AND METERS SHALL ENCROACH INTO -' - EDGE OF BUILDING ( ) THE REQUIRED YARD SETBACKS AND SHALL BE PROPERLY -'�-�- UNDERGROUND GAS TREE DECIDUOUS(SIZE AS NOTED) Site Plan A . SCREENED WITH AN OPAQUE SOLID WALL AND ADEQUATE -r-r- ARCHITECTS 6 LAND USE PLANNERS PROJECT:16-106 LANDSCAPE FEATURES. UNDERGROUND ELECTRIC B24 E COTTONWOOD STi A rrYHwAlu AYYtlANA sezlo �$FT5 24W In 1nf061.Tr'ulntfr•ol _' DATE:Ou/02/i 6