HomeMy WebLinkAboutDragon Fly Duplexes LEGEND SITE DATA(COMT)
FOUND 5/8 INCH REBAR WITH BLUE INCH PLASTIC CAP VEHICLE WAKING SUMMARY _ OWNER GENERAL NOTES
MARKED (MORRISON-MAIERLE, INC. (()16971L5) PARKING CALCULATIONS (PER SECTION 38.25.040.A) L+ NORTON PROPERTIES, -1 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE
P EXISTING UG POWER BOX (LOCATIONS APPROXIMATE) 3 SPACES PER 3 BEDROOM UNIT(14 UNITS PROPOSED) I , T 630260 NE LOWER MEADOW DR, SUITE 200 WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN
PROPERTY BOUNDARY LINE (3.14) = 42 SPACES REQUIRED -- ,..�- -Y' BEND, OR 97701-5877 ENGINEERING DEPARTMENT.
SURROUNDING PROPERTY LINE PARKING SPACES PROVIDED _ 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE
SETBACK LINE GARAGE (2 SPACES/UNIT) = 28 SPACES (7,700 SQ. FT.) p LEGAL DESCRIPTION ENGINEER AND THE CITY OF BOZEMAN. WORKING DRAWINGS,SPECIFICATION SHEETS,ETC.FOR
—EASEMENT LINE DRIVEWAY(1 SPACE/UNITI = 14 SPACES t2520 SO. FT.) Q -- -- ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE
TOTAL = 42 SPACES PROVIDED O _ - LOT 1A, BLOCK 4, AMENDED PLAT OF LOTS 1, 2,3,4 MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE
—w—PROPOSED 2" WATER SERVICE DURSTON ROAD •� I AND 5, BLOCK 4 NORTON EAST RANCH SUBD.,PHASE IIA ENGINEER.
—ens—PROPOSED 6" SANITARY SEWER SERVICE I: �I - LOCATED IN
Tyd11] L SE 1/4, SEC 9,T. 2 S., R. 5 E. OF P.M.M., CITY OF 3, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING Sheet 1 of 1
SITE DATA N 3 Y r BOZEMAN,GALLATIN COUNTY,MONTANA OF CONSTRUCTION. 0
EXISTING ZONING: R-4 RESIDENTIAL HIGH DENSITY _ - U
PROPOSED USE: 3 BEDROOM UNIT DUPLEXES '7 y1 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO C<1.
FLOOD PLAIN REGION: FIRM PANEL NOT PRINTED (30031C0811D) SITE , 0 I "�I I r SPECIFICATIONS BEGINNING CONSTRUCTION. ED N m
BUILDING SETBACKS: 20' FROM WEST BABCOCK (COLLECTOR) V- �IL ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING 5. TRENCH BACKFlLL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED.
20' FROM DRAGONFLY STREET(BMC 38.00.05.A.4) O ,°', SPECIFICATIONS WHICH ARE HEREBY INCORPORATED BY q
15' FROM POND LILY& WATER LILY DR. (LOCAL) ��_ I REFERENCE: 6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE 0 E
5' FROM SIDE HUFFINELANE �, ,� ._' 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, "GEOTECHNICAL INVESTIGATION REPORT"PREPARED BY C&H ENGINEERING, DATED (n LL
_ SIXTH EDITION(APRIL 2010) w
MAXIMUM BLDG HEIGHT: 3:12 OR GREATER ROOF PITCH - 38-44 FT. `V_ - 2. CITY OF BOZEMAN MODIFICATIONS TO MPW55 SIXTH 7, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA W G
LESS THAN 3:12 ROOF PITCH - 34 FT. — - EDITION INCLUDING ADDENDUM NO. 1 (AUG 2013) REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS
:SL�3^I^11I EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER 0)a m d
AREA OF LOT 2A= 1.4827 ACRES or 64,565 SQ. FT. 1 .�
AREA OF CONC. PAVING = 5,702 SQ. FT. or 8.9% of LOT 1A Seale In Feet _ I - & PROPOSED GAS, ELECTRICAL AND COMMUNICATION UNE LOCATIONS ARE APPROXIMATE. FINAL m N
AREA OF STRUCTURES = 23,68 So Fi. or 39.09, of LOT 1A 20 0 20 SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF C
AREA OF OPEN SPACE = 33,683 S0. FT, or 522% of LOT 1A APPLICATION FOR SERVICE. 0 W S
AREA OF PUBLIC STREETS = NONE -
PERCENT SITE BUILDING COVERAGE = 39.0% 6 0 6 9. BUILDING FINISHED FLOOR ELEVATIONS TO BE SET 18"HIGHER THAN DRAGON FLY STREET TOP
ESTIMATED TOTAL FLOOR AREA = 13T FLOOR (EXCLUDING GARAGES) = 16,212 SO. FT- Soale/n A(.(." I VICINITY MAP BACK OF CURB ELEVATION.
2ND FLOOR = 6,650 SO. FT. 6 y F
FLOOR AREA RATIO = 35.4% C1.0 SCALE:NITS D
NET DWELLING UNIT DENSITY= 14 UNRS/0.6579 ACRES = 9.4 DWELLINGS/ACRE "L
DWELLING
SIST OF: (14) THREE OOM UNITS
BA SAWCUt EXISTING ASPHALT AND CURB APPAGIX WYR
KrXL TNIDIRCH W/NON-SNRA nHE F1IU TO ASw
6LVArION MMGI EXISTING ASPUAT THICKNESS Wl
A•„T
BINWNRfS
6AAWL IIEIRACF-CAMIBo AIIp ANY-pN.(np,"-WI►AIA:
6V+A7;ts -I)-EAS N WES UCPivN.(11FJL 7BR K:.
SAWCUT AREAS ON WEST—1
NS E
SANITARY SERER VICE
WEST BABCOCK STREET
EXISTING 1C 90R 35 PVC SANITARY SEWER I/ABI c .�_ J ' L E%ISIMI O�SDR JS _$ANRARY S�EWEf�JA IN _-
___Y� —1CS+r '?�!Y— '�C'=� - .. v .,..—
ALPNR LANDSCAPING '
1 v,
AND IRRIGATION IN i SOIeFNiY SMILE
EXISTING P `' BOULEVARD
(np-)
upsm
EXISTING EWE C SERVICE
Y RETIES
SEWER SERVICE EXISTING 6 SANITARY RAMP ')
SEWER SERVICE FASTING 6 SANITARY REPAIR UNDSCAPING
1G0•URLITY SEWER SERWCE AND IRRIGNUON IN 1'NO ACCESS SFRIP I
- EASEMENT(TYP.) BOULEVARD ALONG ENTIRE FRONTAGE
OF WESF BABCOCK O
CQFtliTRUCI e'YABE S16LYFAIX(T v) —.. (S89'39'2SE
_49&27 09VZW
NICE
I . — LOT 1A g0 "
I k I I Ems
UNIT A `UNR B 1 UNIT A UNIT B
IMeI A UNIT B
Lu
Lu I J�-
> A 123'(,w') a }�
Q I (MAT Al UNIT B `v t\, UNIT A UNIT B V. `'q~ UNIT A UNIT Y l� y
yl' MC \J_ V- vT UNT A UNIT B I >
O IN
O IL I GARAGE A GARAGE B GARAGE A GARAGE B �A
II I GARAGE A GARAGE B
_t) I GARAGE A GTV.GE 9 6 O
GARAGE A GARAGE B GARAGE A GARAGE B
GAAACE A GARAGE B
IS 21 D'(.P.)
(ONFEEMe' — — _ ow
L
TT-T,(TYO i94.58 27v20'3Y- CONS 5• WIDE (Tw,) ~ O
fTT►.1
-)N89'39'23"W) -
INSTALL Y NN1ER 5F1lVIC[ I
WATER SERVICE pp ryp w I � II/FF�������jjjlll
.• E W a'N E'1Y E'1': b VI--- fi W t�A w'e L'1 E'W a""w tri d"A
�µ��E DRAGON FLY STREET _ CONSTRUCT RESIDENTIAL OR VAY
mp) APPROACH PER COB STD.DWC. SAYICUF PAVEMENT Q; rt F
02529-11 OW.) ^l
SAWCUT E%ISnNG ASPHALT AND CURB MPRO%.10•WIDE. W
BACKRLL TRENCH W/MATCHING ROAD SECTION TO EXISTING
ASTULT OAVATKMr.MATCH OOSHNG ASPHALT TMCKMSS% I /v
I.- BIp4wwwIUMMUS ASPHALT PATCH,AE OR CURB AND
ANF — — — — — — — — — — — — — — — — —
} ONSTWO I MAIMRA75 ll FDA A. AWCVf O E.AS ON }
.W.L NG
CONSTRUCnON (TYPK.rL rf1R All n STR£ET) J W i
LOT 1 <
J
W I J leme Date:041071205
O o ► T i6 I < 1 I
G ID20
fib 0� �0 '
C1.0
OVERALL SITE PLAN
cl.o scALE:1'=zo'
uzn