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SCALE 12'UTILITY W
p 211y qp. gry EASMENT(nP) wrTRGMAIN DI EXT'G CURB GENERAL SITE NOTES: o r
&GUTTER N U
1"-40' Exrc 15'FRONTYARD Exr'G 8^PVC 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING
SETBACK sAN SWR MAIN ExT'G FH CONSTRUCTION ACTIVITIES TO ENSURE THAT PUBLIC AND PRIVATE
FB STREETS AND PARKING LOTS ARE KEPT CLEAN OF MUD, DUST OR a
DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE
NG WATERI OF THE SITE BY THE CONTRACTOR TO SUBSTANTIALLY w
LIMIT DUST FROM THE CONSTRUCTION SITE. UNDER NO m
W W W W ."/ `.°' T W W W W W W W wv CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW CONSTRUCTION w
AUTUMN GROVE DEBRIS, MUD OR GRAVELS TO BE LEFT ON THE STREETS OVER
s s s S s STREET
s s s s s s NIGHT.
�zs.o2' PUBLIC UTILITY ,��, ��I - 8951� �� 2. SITE CONTRACTOR SHALL SUBMIT AN APPLICATION AND O
PROPOSED 30' WIDE _ '- 4 TMP EASEMENT r jJ PROCURE A STORM WATER DISCHARGE PERMIT PRIOR TO z
N 89'38'26"E Ste. ) 1 5' S/W J N - _ - �, - 15�FRONT YARD SETBACK DISTURBANCE OF SITE.
PROPOSED 30' WIDE TRAIL CORRIDOR EAS
24' W 493.06
t2� EASEMENT L- - p - � P UP -UP -15' FRONT YARD SETBACK 3 UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND PAVING
r SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARD
BLDGI - - _ -_ - -�- - -- - - EXT'G 8"DI SPECIFICATIONS, MOST CURRENT ADOPTED EDITION �pN Tq Nq
WTR MAIN
TYPE3-C f�� 10' 4. CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE
SIDE
N 00'45'31"E - 5 SETBACK TYPE 3-BEDROOM TYPES A3--PEER 3-BEDROOM " ,l WHICH
HDEBPoSOT BE COMPACTED
ACTED INTO CLEARING, MA . ALL BRUSH No.1082s
BLDG2 1p' BLDG4 cDRAWINGS ALL SURFACE VEGETATION TREES STUMPS, BRUSH,
Nelsc
WITH
STRIP
42.0 3-PLEX TYPE 4-A4-PLE$ TYPE 4-B4-PLEX ROOTS, ETC. STRIP WORK LIMITS, RtMOVING ALL ORGANIC MATTER BUDESKI
111 3-BEDROOM °E
DING
Exrc 69.5 ® 3-BEDROOM yr'
SIDEWALK I IUNM W f20' �® UNITS UNITS m SHALL BE REMOVED AND DISPOSED OF OFF-SITE. <" ��QcwSCO�ci
t P 6 S/W ^ � '� 5. FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE A
II 1339 1 1 C EXT'G 27"PVC COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AT + 2
C 1` 1' STORM SWR /-
PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM
II (. R19.5' 20' 20' „§._ ®o D-698 TEST METHOD (STANDARD PROCTOR)
L t3s 7a' / E .� •. 341' t .I 9EE' DRAWN BY: EAR
R. 13578' l 5' S W Yll u 25 - dq 6. SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL REVIEWED BY CGB
__ BE OVER EXCAVATED AND REPLACED WITH STRUCTURAL FILL.
0 64511 - ! ��� 24.5 25' 15'FRONTYARD SUBGRADE MUST BE INSPECTED AND APPROVED BY THE OWNER'S
CB: N 0416'38"E II 130.2' 45.6' 128.5' � BLDG5 SETBACK REPRESENTATIVE PRIOR TO PLACING EMBANKMENTS, ENGINEERED PROJECT ENGINEER:CGB
R 19.5'
CH: 135.70' 5' S/W TYPE 4-C FILLS OR FINE GRADING FOR BASE ROCK.
El]
R4' 43' R4 20'- 1z'unun DESIGNED BY:CGB
_ 8.5' 2p' 4-PLEX }'I EASEMENT(TVP) 7. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN
_ 4' (TYP),.. R79.5':,..- 20' r. 'ysl.: " i' ,
R4 R4.5' 3-BEDROOM �,e` 18-INCHES IN DEPTH WHICH ARE LOCATED OUTSIDE THE PUBLIC
y 7' S/W '� RIGHT-OF-WAY, BUILDING PADS, PARKING LOTS OR OTHER AREAS
BLDG6
BLDG7 L 99' UNITS TO BE IMPROVED. ENGINEERED FILLS SHALL BE CONSTRUCTED IN
- 1 w ' c LIFTS NO GREATER THAN 8-INCHES OVER APPROVED SUBGRADE.
tz'unun BLDG13 ? w TYPE 4-C4-PLEX Tel TYPE 4-C4-PLEX w T ! EACH LIFT SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY
EASEMENT'P) ,:' 9' v ,,.� v
11' 3-BEDROOM DENSITY AT A 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE
TYPE 4-D S-62' 61.2' 3-BEDROOM c 5' S/Wit , 64' 9' _ CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR).
15'FRON, D
SETBACK - _ 4-PLEX T S/W 8' S/W } �� 10 ( I 8. SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE
3-BEDROOM 18' 24' - 10' ,�I r REQUIREMENTS OF SECTION 02234 (SUB BASE COURSE) AND
Exrc CURB I.g UNITS _ _ _ _ 18'�`24.5 .__� SECTION 02235 (CRUSHED BASE COURSE) MONTANA PUBLIC WORKS
GUTTER �' _ r- 4' (TYP) R4' STANDARD SPECIFICATIONS MPWSS. COMPACT TO 95%OF THE
.a.�4 (TYP) �.I_ R9.5' _ ( )
I 23 + R195' -_- -- UP vv I MAXIMUM DRY DENSITY AT +/- 2 PERCENTAGE POINTS OF O
R2.5' - - - - 5' S/W _ - OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD H
R19.5' 297,7' S' S W (STANDARD PROCTOR).
R 19.5' �/ ►-I 5
144.8'- W W W 10 W T" w W 53.2'
30' WIDE PUBLIC UTILIN EASEMENT � _ _R79.5' 9. A.C. PAVEMENT SHALL CONFORM TO SECTION 02510 (ASPHALT f-1
25' 25 555.8' - - UP R19.5' �N v CONCRETE PAVEMENTI MPWSS FOR TYPE B MIX. A.C. PAVEMENT
I I, SHALL BE COMPACTE TO A MINIMUM OF 92%OF THE
- - -- -- - -- ---- - WESTWIND THEORET CAL MAX MUM RICE SPECIFIC GRAVITY
,Z II ® - - U' C UP _ UP ---UP- -- ® -UP-- --U20 R14.5'.. ----\'/ z O Q
..77 .2I0' L._ -_---20'_..- - --- 20' _=s 20' --- ;17.6 Z24 s AY 10. PIPE BEDDINGI AND BACKFILL. ALL PIPES SHALL BE BEDDED IG z
30 3' W rT,
0 �T ♦ a, ,� �i�l ,� W WITH MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND [:
I BLDG12 t0.5 BLDG11 BLDG10 BLDG8 R19.5- BACKFILLED WITH THE SAME MATERIAL A MINIMUM OF 6-INCHES IIIOVVV
8' S/W BLDG9 10 63 wvN OVER THE TOP OF THE PIPE PER CITY OF BOZEMAN STANDARD
Ca II TYPE 3-D3-PLEX I 'i TYPE3-B M TYPE 4-11 TYPE 3-A TYPE 4-A 18' R4' DETAIL 02221-1. PIPE BEDDING AND TRENCH BACKFILL SHALL BEE h�
A p 3-BEDROOM 3-PLEX 4-PLEX 4-PLEX \ PLACED IN THIN LAYERS NOT EXCEEDING 6" IN LOOSE THICKNESS E.I F
I I UNITS3-BEDROOM 3-BEDROOM .ram-10 4-PLEX 3-BEDROOM \ f CONDITIONED TO THE PROPER MOISTURE CONTENT AND COMPACTRD A
UNITS I UNITS 3-BEDROOM UNITS S 5' S/W T S/A w \ TO AT LEAST 97% RELATIVE COMPACTION. O
- - '-'�-8'3 ITS _ _ - - GIRADES SHALLLHBEWRUN SBEOTWEENNALLEF DRAWINGS STRAIGHT
ELEIVATIONS
I - ---11 n{� i�-- ,�, 30 -- -- - - .�4' (TMP)-n --- \ AND/OR FINISH CONTOUR SLINES SHOWN.
12. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS,
S/W= -- EXT'G CURB MONUMENTS, GAS VALVES, WATER VALVES AND SIMILAR
1-
'� STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF
20 REARYARD N &GUTTER
s o7'3ra1^w I' THE PAVEMENT, SIDEWALK, OR LANDSCAPED AREA WHEREIN THEY
4.20 BACK . O \ Ul LIE.
i zy EXT'G 8"PVC 13. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR
2s'R: z3.ao' -- EXT G PUBLIC PARR Exrc TREES N
0 5'4s1s" / :p (TYR) > sAN swR MAIN MAXIMUMP SLOPEAIN DETENTIONR BASIN STEEPER THAN 2H 1V
CB. S 04'20'25"W y r
ce. 73.22' .� �, \, = ^i 14 ALL PLANTER AREAS SHALL BE BACKFILLED WITH APPROVED M
\ Ln A E L TOP SOIL MINIMUM 6' THICK. STRIPPING MATERIALS SHALL NOT N
1
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EXT'G
SIDEWALK BE USED FOR PLANTER BACKFILL.
W
EXT'c - 'N ®1 CURBS & SIDEWALKS
S 01'26T 5"W SIDEWALK f J- Zi EXT'G Iy�1y 1-y w
�18.54' ExTG Er EXTG GRAVEL rH 1. UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, OtV
TRAIL m 6-INCHES NOMINAL CURB EXPOSURE USED FOR DESIGN OF ALL
N 8950'53" E 30872' _ S 89'S0'41T_W a2704' PARKING LOT GRADES. ^
2. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS IN
ACCORDANCE WITH CITY OF BOZEMAN CURRENT ADA ►a �I '�
W W W � W W W W W 0 W W W W W W W W W W -„ REQUIREMENTS. � Fi
S S S S � S s S S S S � S S S S S S 3. SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES THICK OVER ...
COMPACTED SUBGRADE AND BASE ROCK. ALL SIDEWALKS SHALL O ' N
Q� SD 3 BE CONSTRUCTED USING 4,000 PSI CONCRETE.
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AUTUMN GROVE
DIMENSION PLAN
o PROJECT:21-104
a DATE:DECEMBER 2021