HomeMy WebLinkAboutArcadiaGardensSitePlan_01031995 I'
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PIMG,45.3 f sa•r 1�
INS 4748.3_
I I•m. owe / � _ 1 \ �\ `� \ �=kETENTIGN POND
A 1310'22" O=CULVERT
R= 1290.00
a--S L=296.58 -0=GUY ANCHOR
I � \\ ❑=CATCH BASIN
PROPOSED SEWER
DIRECTION OF SEWAGE FLOW
m s
PROPOSED WATER
\�\ •,/�A_I JJ,I,A, \ �- -_ =EXISTING SEWER
�
�YIn--.JD" -�'- =EXISTING WATER
SPILL CURB
&GUTTER
I �- LOCATION OF SEWER SERVICE
LOCATION OF WATER SERVICE
�+ \ _ -
- \ ' =UTILITY EASEMENT LINE
�
„ _- r� /�u• � \ #C q# - _ � P y�S k \ =EXISTING CONTOUR
I I --- `JJ�..-. ,mil`✓//N \\\\ e \ .tee =NEW CONTOUR
i I SPOT ELEVATION
a - a ..ave �- J./ma V \ /j ✓. #� �Xx\ �EUEftcEnCr -�\ e>a
ACCESS =
V. /\ \ DRAINAGE DIRECTION
2
RIM-475997
•aaaa / /�\ \ / s� �� ./'� \\ #� wV.=4750.18
s1174
I I #77 3 /
R=5300031`
ma .� on�st - f /4�°nc" u'w%old
IRRIGATION I I _ +
DITCH I $ w _ _ - - - a,., / ° /A� y� '° 1 s�'\r _
Z e3-•62A
/ / T 4RIM=4762.33
INV.=4757.37
—MAN
� "`BAC1
CURB & GUTTER(DETAIL #2)
N.
' ��..d� I II .- V I � ne i• m �'J qai I --
4 BENCHMARK INFORMATION
•a \ �' R
\\, ,•� lti _ 530 BENCHMARK di
e aPva"as"GE v , .+�,wDo NORTHWEST BOLT\ ) HYDRANT STAMPED B.M.
=14958 ®INTERSECTION OFN22p4 AVENUE&POOLE DRIVE
ELEVATION=4768.42(CITY OF BOZEMAN DATUM)
co L
_� rwfiflfNi(arttncu)( \ \'. \ -� BENCHMARK 3
NORTHWEST BOLT ON HYDRANT STAMPED B.M.
- u• --- '� ` _-�_ \ - HALFWAY BETWEEN ANNIE STREET&POOLE DRIVE
ON WEST SIDE OF 22ry2 AVENUE
>
1-25' I ELEVATION=4767.13(CITY OF BOZEMAN DATUM)
� BENCHMARK d3
NORTHWEST BOLT ON HYDRANT STAMPED B.M.
III �a'i / / • 1� y - - I NORTHWEST CORNER OF PROJECT ON THE
S AN
21 � SOUTH SIDE OF ANNIE STREET
RIM 4764.48 ELEVATION= 4752.56(CITY OF BOZEMAN DATUM)
F-I _ -ne kaeAA C� w'amJOm.oi'v-eve I 25' g ,INV.=4754.38
l r
w
w� rs
- GAGE :;eM SITE IMPROVEMENT DATA
I ,� F II 0Uo9M J �.. eaa O�\ I 1 20-2 BEDROOMS 110 UNITS 892 SOFT./EACH
- 12-3 BEDROOMS 10 UNITS 7167 SOFT. EACH
ri 370 PARKING STALLS
m \ h m L 2.25 PARKING STALLS PER UNIT
DEVELOPM{NT PARKING STALL SIZE 9'%18'
so / IDENTIFICATION
10 HANDICAPPED PARKING STALLS 131X78'
#26 u•/ \ S� ` '�L - d A �M• #1 TOTAL LOT 463,744 SOFT 100%
.47
PAVEMENT 1 27
BUILDING FOOTPRINT 70.25 6 15 %
s.
so � 8 0 :iwio.as LANDSCAPED 250,276 SOFT.54%
'i I' pOATL� Ttf. RETENTION PONDS 15871 SOFT.X 1"DEPTH 3.4%
r V••r• 111E THE CONTOURS SHOWN ARE OF EXISTING GROUND
®� IRRIGATION \
5::......c5••.7O DITCH II _\Z _ q
\.. ' NOTES:
a7' �� .� 39' I / "''� / �/ f• \ -- ---- �w � �' Q ROLL OVER CURB TO BE PROVIDED AT THE ENO
OF EACH PARKING AREA TO ENSURE ADEQUATE
L qa °� I #�� w*" •4 •�`� -/ °b�' / / \ o: MANEUVERABILITY&SNOW REMOVAL.
ALL PARKING SPACES WALL BE STRIPED W TH 4"
STRIPING.
.•4,•�' I I =^ / \\",�/� / \ "`'' I - >1 15'MIN.TYPICAL PRIVATE STREET CORNER RADIUS,
.z ALL PARKING ALLEYS AND DRIVEWAYS WILL BE
/ 55 \ GRADED TO CA VALLEY DRAINS.
SPILL CURB&GUTTER WILL BE PROVIDED AROUND ALL
LANDSCAPE ISLANDS&DRIVE AISLES.(SEE DETAIL)
CARE MUST BE TAKEN WHEN THE SECURITY LIGHTS
3 H I I ARE INSTALLED IN PHASE 5 TO ENSURE THAT LIGHT
ci �� •" �/ ` ilae M""/'/) #� I I I IS NOT ILLUMINATED TOWARDS OURSTON ROAD
'`\ \ / �� �L. I 'r' DROP CURB IS TO BE LOCATED AT ALL RETENTION
`8 ` sO r�t? MH/22 PONDS.
s /V/
#�� M"._ i _ RIM=4768.I 8
3 \ ,t4 INV.=4759149 GRADING AROUND ALL BUILDINGS SHALL HAVE
#(( A 6"MIN.FROM FINISH FLOOR TO FINISH GRADE
?9. s r N y &6"OF FALL IN THE FIRST 10'AWAY FROM FOUNDATION.
rU` CONTRACTOR TO FIELD ADJUST ELEVATIONS IN ACCORDANCE
WITH FOUNDATION ELEVATION ELEVATION CRITERIA AS
"6e -- ` SPECIFIED ABOVE.
20' WIDE UTILITY EASEMENT - -- !
BIKE PATH CONSTRUCTION SHALL BE 4'WIDE,2"OF ASPHALT
_ AND 4"OF 1'PIT RUN AND CONSTRUCTED BY THE DEVELOPER
IN CONJUNCTION NTH OTHER SITE IMP rI
- N89'15'17'E SIDEWALK TO BE CONSTRUCTED I D u I
— I I
O MH DEPARTMENT OF PLANNING
DURSTION STREET— AND COMMUNITY DE LOPMENT
GASTON ENGINEERING & SURVEYING
CONSULTING ENGINEERS & LAND SURVEYORS
BOZEMAN, MONTANA
ARCADIA GARDENS
SITE PLAN
REVISION:1-1- ,2-23-95 1-9
-22-95 4-4-95,5-9-95,A-26-95
DRAWN BY.' DATE. 1-3-95
CHECKED BY..- GG DRAKINC NO: 94-626-5
AS-CONSTRUCTED 7-95 94-626 SHEET 2 of 6
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