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GENERAL SITE NOTES: ao o N
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1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO ENSURE THAT PUBLIC AND
PRIVATE STREETS AND PARKING LOTS ARE KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE m
MAINTAINED BY ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR TO SUBSTANTIALLY LIMIT DUST FROM THE
CONSTRUCTION SITE. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW CONSTRUCTION DEBRIS, MUD OR zCD
GRAVELS TO BE LEFT ON THE STREETS OVER NIGHT.
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2. SITE CONTRACTOR SHALL SUBMIT AN APPLICATION AND PROCURE A STORM WATER DISCHARGE PERMIT PRIOR TO
SCALE DISTURBANCE OF SITE.
XT'G 8 N EXT'G FIRE LO Sv80`I. 0 10' 20' 40' 3. UNLESS SWR MAIN HYDRANT M\NpO��G IIIIiSTANDARD SOPECFICIATIO OTEMOSTLCURRDENT ADOPTED EDN DITION PANG SHALL CONFORM TO MONTANA PUBLIC WORKS
XTO 1"=20'
R=400.00' (R&M) �•' SIDEWALK 4. CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL SURFACE VEGETATION, TREES, STUMPS, BRUSH, in
D 7'01'43" (M) " XT'G CURB EXT'G SAN ROOTS, ETC. STRIP WORK LIMITS, REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO A STABLE MASS. p
A 49.0T (M) ° SWR SERVICE
G & GUTTER ALL BRUSH AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR GRADING SHALL BE REMOVED AND DISPOSED OF
A=48.25'(R) EXT'G
� 'c 10"5" OFF-SITE. cc
SS S � w w• BLOCKF'RONTAG WATER MAIN S S S S S- 5. FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AT
R 340 00
MIXEDTLANDSCAPE = . ' (R&M) t 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR). w w
° v� v�
EXT'G UTILITY e P L TEL TEL P D=2T5T43" (R&M) w w
POLE - - - - - L -P.-fi65.'EEG' (M&�r DEL 10, 1EL 7EL 1EL 7EL 1EL 1EL 1EL 6. SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE OVER-EXCAVATED AND REPLACED WITH
° A-165.59'(R) 1 RONTYARD N 89'21'47" E 38.97' (R) STRUCTURAL FILL. SUBGRADE MUST BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO
PLACING EMBANKMENTS, ENGINEERED FILLS OR FINE GRADING FOR BASE ROCK.
\ t/1�T.$fc�C � N 89'39'51" E (M)38.82' (M) o = N
R=35.00' (R&M) w EXT'G U ILITY
PARW(ING & LANDSCAPINGI"' w w w w w w 7. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES IN DEPTH WHICH ARE LOCATED OUTSIDE
D=24'49'17" (R&M) a ° POLE
EASEMENT PER FM. 168, - THE PUBLIC RIGHT-OF-WAY, BUILDING PADS, PARKING LOTS OR OTHER AREAS TO BE IMPROVED. ENGINEERED FILLS
A=15.16' (M s - ❑ns n yA , GA' GA ❑AS s rns SHALL BE CONSTRUCTED IN LIFTS NO GREATER THAN 8-INCHES OVER APPROVED SUBGRADE. EACH LIFT SHALL BE
a nN F { nNP n nHP� mNP ❑ P ❑kP� nl lr nl°' COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AT +/- 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT
T a \ ° P PER ASTM D-698 TEST METHOD (STANDARD PROCTOR). MpNTgN
.v^i•cO T - - - - - 5.0 - - P• I " �' XT'G UTILITY ccss
L CITY OF BOZEMAN POLE 8. SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE REQUIREMENTS OF SECTION 02234 (SUB BASE N r c
ROAD RIGHT-OF-WAY 810.0 _ L COURSE) AND SECTION 02235 (CRUSHED BASE COURSE) MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS). ✓..10825
PER C.O.S. 112 - _ _ ers ae
10' FRONTYARD 5.0 � R10.0 - COMPACT TO 95%OF THE MAXIMUM DRY DENSITY AT +/- 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER
V _ --- R20.0 - - ASTM D-698 TEST METHOD (STANDARD PROCTOR).
"CF' y SETBACK -1-2 r 3 I A
o o EXIST I Y
NG� R10.0 9. A.C. PAVEMENT SHALL CONFORM TO SECTION 02510 (ASPHALT CONCRETE PAVEMENT) MPWSS FOR TYPE B MIX. A.C.
/ LOT LINE Y i PAVEMENT SHALL BE COMPACTED TO A MINIMUM OF 92%OF THE THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY.
\ o 1// R25.8
0 0 5.0 R10.0- DRAWN BY: CGB
15.8 � 10. PIPE BEDDING AND BACKFILL. ALL PIPES SHALL BE BEDDED WITH MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND
ti BACKFILLED WITH THE SAME MATERIAL A MINIMUM OF 6-INCHES OVER THE TOP OF THE PIPE PER CITY OF BOZEMAN REVIEWED BY: DAD
/ 26 4 21.2 R10.0 3 I STANDARD DETAIL 02221-1. PIPE BEDDING AND TRENCH BACKFILL SHALL BE PLACED IN THIN LAYERS NOT EXCEEDING 6" PROJECT ENGINEER:CGB
. Y R .5 IN LOOSE THICKNESS, CONDITIONED TO THE PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 97% RELATIVE
/ 18.0 m I COMPACTION. DESIGNED BY:CGB
5 N 38°06 0. W (M) • C _ �' R3.0 R4.5 R4.5 I 11. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE
0.35' (M) r I I ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN.
/- N 38'26'02' (R) 19.2 �. 9.0 m LOT TLNE
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12. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS VALVES, WATER VALVES AND SIMILAR- - r F ss ss % STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK, OR LANDSCAPED AREA
WHEREIN THEY LIE.
L-_ J7 30.0
EXT'G CUR �• 1�� J' 19.0 13. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL SLOPES SHALL BE CONSTRUCTED STEEPER THAN
AND GUTTER \�, � LL J 2H:1V. MAXIMUM SLOPE IN DETENTION BASIN 4:1
19.0 9.4 �zh.o 22.0
\ t{� 14. ALL PLANTER AREAS SHALL BE BACKFILLED WITH APPROVED TOP SOIL MINIMUM 6" THICK. STRIPPING MATERIALS
R=113.00' (R&M) L J IF 1iIF 1iIF r+ SHALL NOT BE USED FOR PLANTER BACKFILL.
D=37'45'48" (R&M) 1 ,� n ili ili
CURBS & SIDEWALKS
A=74.48' (R=M) I - � u ili ili I
I� ili ili 1. UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 6-INCHES NOMINAL CURB EXPOSURE USED FOR DESIGN
EXT'G PAVED EXT'G PAVED
II li li tJo OF ALL PARKING LOT GRADES. rh
PARKING LOT PARKING LOT
134.o I 2. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS IN ACCORDANCE WITH CITY OF BOZEMAN CURRENT ADA V
ti J�S\o� 16 REQUIREMENTS. 0
,�'SSvO`L'F EXISTING 8'S4 m
LOT LINE f1• 3. SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES THICK OVER COMPACTED SUBGRADE AND BASE ROCK. ALL SIDEWALKS o V
P ENQ�p� G 9 �y1
S WS S W SHALL BE CONSTRUCTED USING 4,000 PSI CONCRETE.
ss T E 5 TEL T L SECURELY MOUNT SIGN TO Qlq
151 0 4.0 I �\S POST. ATTACH SIGN TO V" W
POST WITH DRIVE RIVETS REGULATORY SIGN BLANK AS
26' RECIPROCAL EASEMENT \ (MIN. 2 PER SIGN) PER SITE PLAN FOR DANDARDS. SEE
SI
9 0 NAGE TYPE
FOR ACCESS ROAD 13' (TYP.) SITE N
PER 16- FM 2159 EASE I ti0 2' (MIN)
UP 4.0 UP P UP UP g C
N 00'40'14" W (R) 15 w o
N 00'20'47" W (M) _ 2" PREFORATED
128.76 (R&M) 5 o I SQUARE(146 GAPOST
UGE)
13.6 IL ® a05 I � 5' SIDEYARD
�, 12 R3.0 SETBACK
F`� 18.0 I 10' WIDE RIGHT OF WAY EASEMENT
R3.0 TO MOUNTAIN STATES TELEPHONE y kj
15.5 AND TELEGRAPH PER 19 I'm PG 56 �d
R4.5 R10.0 I I I W ASPHALT 5' SIDEYARD � R15.0 R20' � M
EXT'G CUR SETBACK 180 u EXT'G IRRIGATION FtV
AND GUTTER R20.0 I�1
STRUCTURE 2" PREFORATED V] 00
- - - SQUARE TUBE POST ^ t;
(14 GAUGE) N
10.5
- S 89'392" W M 181.22�(R&M) O
FINISH T TO SLEEVE WITH 946" CORNER r� ✓"
GRADE BOLT(A325) 1 Yz" ABOVE FINISH GRAGE. O �n
EXISTING 2" INSERT BOLT HEAD FROM OPPOSITE SIDE OF O
LOT LINE EXPECTED IMPACT. INSERT DRIVE RIVET INTO a CC
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° OPPOSITE SIDE. T
ASPHALT 10' REARYARD 4" 8 ® V
SETBACK 2 Ya" X 30" 12 GAUGE
NON-PREFORATED SQUARE TUBE SIGN - b
POST SLEEVE (TELSPAR "QUIK PUNCH" OR APPROVED EQUAL) _ 0
24" _
0'G'�v INSERT SIGN POST 18" INTO SLEEVE
SP'�
EXT'G FIRE �Oj p G.,0 v
HYDRANT M-4000 CONCRETE ANCHOR 3 SHEET
F CIA
TIDAL WAVE
SIGN POST FOUNDATION DETAIL DIMENSION PL
I DETAEL i PROJECT:21-105
p1 SIGN INSTALLATION STANDARDS a
NTS DATE:8/25/21