Loading...
HomeMy WebLinkAboutHaggerty_Cottages "� STREET LIGHT w o 0 N N EXISTING FH \ / p I YS1 \ r NOTE: w \ 10'WIDE PUE \ / \ 1. GARAGES SHALL BE SETBACK 20 FEET FROM THE RIGHT OF WAY OR ACCESS EASEMENT. / \ > 2. NO GROUND MOUNTED MECHANICAL EQUIPMENT, $ \ \ SCALE /\ C, INCLUDING, BUT NOT LIMITED TO UTILITIES,"AIR I �4' 62 o zo 40 so \ z F EXCHANGE CONDTIONING UNITS AND METERS SHALL ' 2 EXYG SIDEWALK o a \ ZONING: N w NOT ENCROACH N EXYG CURB TO THE REQUIRED YARD SETBACKS / �\ \ R-s; COUNTY 1— / \ � w � a AND WILL BE PROPERLY SCREENED WITH AN OPAQUE / a 10'W E PUE \ ^ m o SOLID WALL AND ADEQUATE LANDSCAPE FEATURES. ® vv vv a \ o LOT 4A-2 - PAD z N MINOR SUBDIVISION �� ® 24'x 26' vv S?� ROW NO. 162D 6 ®PUBLIC 1967 `C 0. � � '� PARK AREA � PAD �v- vv � NTAN 6 /Q 1 1 6,165 SF 24'z 26• THREE RAIL EXYG 10""� ZONING: / / PAD 2 "� lggg WOOD FENCE WATER MAIN R-0 F,G cea s G. E%YG 8" B 9 / EXYG i 24' 3 O PAD 1 SAN SWR MAIN f DETENTION ( 1965 F F Y auoEsrc kp0 I s j' ➢ FACILITY `\ - /24'z 26' 25'FRON \ / \ No ioazs RE O EXT'G 8" 8zl• I1 THREE RAIL 1g71 / \ 55 PUBLIC WATER MAIN e 1 SETBACK FS icEHSE��G PARK AREA I WOOD FENCE \ b 25 TALL \ s�orvAL ® 13,623 SF --- \ STREET LIGHT TURN AROUND o\ PAD 1 ' 3 s U L PAD 8 "`S6° _ REMOVE ROAD (CONSTRUCTED IF PROPOSED 8" I I L 28'x 36' G EA�MEg1T H PAD 7 `� Y�S CLOSURE \ DRAWN BY:CGB ROADWAY IS WATER MAIN EXISTING --- PROPOSED 8" 1961 a 2819736 J,K \ THREE RAIL �F P SIGNAGE ZONING: CONSTRUCTED PRIOR excss SAN SWR MAIN 2Q 6.0 0' 'WOOD FENCE REVIEWED BY:LHL TO DEVELOPMENT OF PROPOSED 8" aez> b 24 x 32 R-S; COUNTY D SAN SWR MAIN QD S I _ o PROPOSED 8" _ 9 TYP ✓' © 1981 `PURL76� ly F'" SAWCUT EXTG EDGE \ADJACENT SITE) a --_ WATER MAIN a 3 G .PROPOSED FH IARI��AREA c� FO PAVEMENT \ PROJECT ENGINEER:CGB _ D OF OE FO 3,575 5F\ \s, IMMEDIATELY PRIOR\ z,pzs °' -- -TO PAVING \\ DESIGNED BY: CGB - R G � S D R 0 = LANE y ...,_ S J FSASEME T 26' NLET D 2.0' CURB I w26 T \ / SNOW STORAGE 3 - R S S 1 z 5 .INLET 26' LITTLE COTTAGE —W �W N W W ,�W W p n^ \ \ A--- - - R S 0 30 UTIL V� \ REARAGE \\ s / — 30'UTIL i 0 - OE ,OF I E OO UP wig P F ,.UP P = - 0 - 0 25'FRON A EASEMENT 9 PAD 26 0.D'1 I 'e PAD 9 �-- - - f Gc - -U SETBACK _ EXYG SIDEWALK iya 5'SIDEYARO / H SETBACK / - 2 s 28.Or 28' 36' 19� I 024 Qaa B 281952 24—_32- SEMENT H 9 m ` -/PAD 1 / 1924 T e 1958 O 0'UTIL ' PAD 10 PAO 11 / PAD 12 I F \ EXT'G CURB PAD 26 PAD 27 PAD 8 I IXI UNIT L UNIT I 3 x F 1936 I x 1976 i 26.6'�•-20' 1970 J 1982 EASEMENT� m PAD 1 `3J i. ' �� � s/ � III s 994 q I 1918 241920 AD 60'W1DE PAD 32 - PAD 31 I PAD 30 -r 4A93 - 0 WAY EASE N I / F,G F,G F G PAD 281 /__ I 24' 38' 24'z 38' F•G ® UNIT J 28' L 1900 819 na x FG PAD 20 PAD 19 PAD 18 I F �\ rmhouse 820 I F I F F,0 PAD 17 s � PUBLIG�\ i h z eu /'I\ -_ ° F°rmSETB CK 24' 2fi' 24' 26' 4' 36' 20'REAR F,G PAD i6 PAD 15 — N 8$°2 --_ e 1128.9738.. I 1984 1988 -I 2-x®__. 1980 I ARD NOW STORAGE - 24'x 28' F PARK AREA \ 20' EAR YARD _ 1960 24 x 36 28' F YNT YARD I - 1 1974 x .. 24'x 28' $575 SF a4a� •o"a 15'FRON YARD -- _ 1992 I 1896 \o\ pq - - --- 207' W I __ _ LI SETBAC AREA © - THREE RAIL /-` F /EXISTING GRAVEL +•++P � WOOD FENCE F+d TURN AROUND 1308.97' N AND EASEMENT I TRACT 3A L- MINOR SUBDIVISION ZONING: 0 �f. L-- -- ---- No. 162C R-S PROJECT: FARMHOUSE COTTAGES KEY NOTES OWNER: COTTAGE PARTNERS I LP ATTN: DAB DABNEY OA 6" CONCRETE CURB & GUTTER. 2555 WEST COLLEGE SUITE B BOZEMAN, MT 59718 LEGEND 585-9808 586-1166 FAX © 4" THICK CONCRETE WALKS WITH BROOM FINISH. ENGINEER: MADISON ENGINEERING -4690--- CONTOURS - EXISTING WATER VALVE ATTN: CHRIS G. BUDESKI © BARRIER FREE PARKING STALL WITH A.D.A APPROVED SIGNAGE AND PAVEMENT MARKINGS. 924 STONERIDGE DRIVE SUITE 1 4690 CONTOURS - PROPOSED ®G BLOW OFF VALVE BOZEMAN, MT 59718 QD CONCRETE RAMP. SURFACE TEXTURE & SLOPE TO MEET A.D.A. SPECS. PROPERTY LINE ® CURB STOP (406) 556-4450 (406) 586-7357 FAX LOCATION: TRACT 4A-3 MINOR SUB 162D QE 12' WIDE DRIVEWAY APPROACH SEE DETAIL 2 BHT C1.3. SETBACKS U WATER HYDRANT ACCESS EASEMENT ® WATER SERVICE ZONING: RO Q �" COPPER WATER SERVICE AND 4" SCH 40 PVC SEWER SERVICE. - - UTILITY EASEMENT x,T FROST FREE HYDRANT SITE AREA: 217,800 SF 5.0 ACRES — ROADWAY CENTERLINE ,L WATER LINE TEE AND CAP PAVEMENT STRIPPING AND MARKINGS ® WATER WELL HI .�0 o o EXISTING FENCE - WOVEN WIRE HI FLOOR AREA RATIO 26,688 SF 8:1 12.2% IMPERVIOUS AREA OH DROP CURB x x EXISTING FENCE - BARB WIRE BOLLARD W �" S SEWER MAIN @ STORMDRAIN MANHOLE PAVEMENT AND SIDEWALK: 69,362 SF O DETENTION BASIN BUILDING: 26,688 SF ss SEWER SERVICE QQ GRATE INLET TOTAL IMPERVIOUS: 96,050 SF 44% b (� GO J "FIRE LANE - NO PARKING THIS SIDE OF STREET" SIGN W WATER MAIN CURB INLET [� m LANDSCAPED AREA: 121,750 SF 56% 0 ws WATER SERVICE )�c LIGHT POLE - EXISTING C7 HOUSING PROPOSED 0 "STOP" SIGN WITH STREET NAME SIGN, PER CITY OF BOZEMAN STDS SD STORM MAIN LIGHT POLE - PROPOSED 32 - 2 BEDROOM UNITS OP OVERHEAD POWER Go GAS METER © 24" RCP CULVERT �A LTa DENSITY PER ACRE: 6.4 UNITS PER ACRE GAS UNDERGROUND GAS POWER POLE - EXISTING �-a o o LANDSCAPE AREA TEL UNDERGROUND PHONE ToELECTRIC METER 4 ® (� O PARKLAND REQUIREMENT: 32 UNITS 0.03 ACRE/UNIT=.96 ACRES 41,817 SF E m UNDERGROUND ELECTRIC DEG ELECTRIC BOX H � � PARK LAND PROVIDED: 41,938 SF 0 END OF ROAD BARRIER SIGNAGE CURB & GUTTER ® TELEPHONE PEDESTAL REQUIRED PARKING: 0 2-12" PVC UTILITY CONDUIT WITH LOCATOR CAPS EDGE OF PAVEMENT 0 SPRINKLER VALVE RESIDENTIAL EDGE OF CONCRETE ® SPRINKLER HEAD 32 - 2 BEDROOM UNITS = 64 SPACES © UNDERGROUND DETENTION BASIN EDGE OF BUILDING SIGN SPACES PROVIDED: OS SEWER MANHOLE `\ TREE CONIFER SHEET STANDARD PARKING LOT STALLS 21 SPACES ® 26' WIDE DRIVEWAY APPROACH SEE DETAIL 2 SHT C1.3. STANDARD STREET PARKING STALLS 12 SPACES ® SEWER CLEANOUT j TREE DECIDUOUS C110® DRIVEWAY STALLS 13 SPACES O ® STORM DRAIN INLET J� GARAGE STALLS 32 SPACES R RED PAINTED CURBING WITH "FIRE LANE - NO PARKING" STENCILED ONTO CURB AS REQUIRED BY THE C.O.B. 2 COATS. FUGGERTYLANE TOTAL 78 SPACES O$ 6" THICK, 4' WIDE COLORED AND SCORED CONCRETE PEDESTRIAN CROSSING 7 SITE]PLAN HANDICAP STALLS REQUIRED: 3 STALL (1 VAN ACCESSIBLE) o PROJECT:06-120 HANDICAP STALLS PROVIDED: 3 STALL (1 VAN ACCESSIBLE) 4 X 9 4 THICK PCC SLAB AND MAIL BOXES QT ' ' " DATE:7-05-07