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TEMPORARY STORMWATERI RETENTION
0 701 . 1014�I21
BASIN. EXCAVATE BOTTOMG OF BASIN 4jOZ0 DITCH
OF EX a
�o ppp TO NATIVE GRAVELS AND FILL WITH 6"±
Al o I o
D< 469g, ROUND ROCK.
4698.8 TOP OF BANK 4700.0
g0 99 TOP OF WATER 4999.5 `� o z
6 r� BOTTOM OF BASIN 4967.5, (CENTER) ' SIDEWALK CROSS 4702 42 `� WATERI MAIN o z
0 4:1 SIDE SLOPES MAX SLOPE=1% N
SCALE a
TBC=GG a o
TEMPORARY STORMWATER DRAINAGE SWALE. TBC 4702.54 4703.2 I �' o FH 0 10, 20' 40'
LINE WITH EROSION CONTROL FABRIC (4' __ END CRB ��� �o o ►y
WIDE AND PLACE 6"-MINUS ROUND ROCK 033� o r+
IN BOTTOM OF SWALE. PLACE STONE TO ^ o 1"-�'
ENSURE POSITIVE DRAINAGE FROM
PAVEMENT TO BASIN. 4:1 SIDE SLOPES. - SLOPE FLOOR AT M
T - - - - - d 1%TOWARDS DOOR W
EXCAVATE 10' DIA. HOLE \ 18" WIDE TBC 4700.3 TBC 4702.65 TBC I g
TO NATIVE GRAVELS CURB CUT 4703.1 FG 4703.35 EXT'G 10' WIDE
AND INSTALL 6"f vj GG 4699.5 TBC 4702.57 TBC ASPHALT TRAIL
ROUND ROCK TO '� \ TBC 4700.62 7 2.0 4703.05
BOTTOM OF BASIN. SY �0 � Ci UP o II
TOP OF ROCK 4697.5 TBC 4700.0 u�
/ 4703.07
END CURB; n _ o ^oti 47703.3
Ory TBC 4702.8_i1 -gE03.2 TBC 4703.35 I`
/ 4700.
TBC 4700.75 TBC 4702.9 / II M zz
87\ TBC 4700. TBC 4703.0 Rj-
/ EX. LIGHT
o p� "d TBC 4703.77 a POLE WITH
\ o N GRD BRK S ;U 40 MPH SIGN
4700.5 TBC 4700.9 " WS �pNT
\ FUTURE SANITARY ti
xPis
SEWER MAIN F
❑ �,(V'ocsui �
EXTENSION. NOT IN { { L •ELEV Nd.10825 PE
PROJECT 4701 0 TBC 4703.1 a _ ✓✓✓
5 \ TBC 470228 GIRD BRK I
470i0 7(�.0 _ ci 30 W E WTR S oEAsco
EAS M NT
\ TBC 4701�.7 TBC 4701.7 N TBC 4703.0 ❑ m
\ o DRAWN BY: CGB
\� TBC 4701.8 `-4701. f� TBC 4702.9
/ \ 7015 47040 / \\
REVIEWED BY: DAD
4 TBC 4702.8 O
/ \ ❑ �c
TBC 4702.55 0 O PROJECT ENGINEER:COB
\ TBC 4702.55 TBC 4702.4 7020 TBC 4702.E ?S FG 4704.0 n DESIGNED BY:CGB
07-0 5� m TBC 4703.32
$ TBC 4702.5 TBC 4702.83 4702. m � c
o 1 F -
cl
oo RL
F C 4703.25 ° SIDEWALK
4703. '
TBC 4702.7 o TB S=2% MAXs E TELEPHONE
FIBEROPTIC BOX_ � 4705TBC 4704.4
PP� �UP4703. �� UP U 47pUP UP UP END ORB UP Nj7 by7•E 78.19'
TBC 4702.18t S89'S6'29'E 433,57' ® (7]
EXT'G CURB &
MATCH EXT'G MATCH END C* SURB EXT'G \ 9 Dfs\TER
EX I HANDICAP ACCESSIBILITY CERTIFICATION ®!
SIDEWALK;
W W w/ w / W THE PROPOSED DEVELOPMENT HAS BEEN DESIGNED TO PROVIDE
w w w w w w w w
D
47025 g� I �O� SIDEWALK � D <� ADA COMPLIANT ACCESS FROM THE PUBLIC RIGHT OF WAY TO � b
�4702.0� III / 8" D.I. 8" D 4703• MATCH GUTTER D\ S=4% MAX THE FRONT DOOR OF THE BUSINESS AND FROM THE ADA �I U
= WATER MAIN,S WATER MAIN TO EXT'G - BENCHMARK - PARKING SPACES TO THE FRONT DOOR OF THE BUSINESS. IN
SIDEWALK GRADE ADDITION, THE ADA PARKING SPACES HAVE BEEN DESIGNED PER
TrT1�,�D T��7��T vim. FH ARROW BOLT - ADA REQUIREMENTS.
BENCHMARK ` IIII II DR35 PVC KIMBERWICKE 4705.6E ak '
FH ARROW BOLT \ , a
._ - SAN SWR MAIN
SSMH 18 N` ` SSMH RIM 4703.74 (/
RIM 4701.79 - 8" INV OUT 4695.87 °I p�,�a
8" INV IN 4693.22 " " °i // / - CHRIS G BUDESKI, PE A.
INV OUT 4693.01
89'56'29 E 408.69' \ ! I I� O
-777
GENERAL SITE NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION 9. A.C. PAVEMENT SHALL CONFORM TO SECTION 02510 (ASPHALT CONCRETE
ACTIVITIES TO ENSURE THAT PUBLIC AND PRIVATE STREETS AND PARKING LOTS ARE PAVEMENT) MPWSS FOR TYPE B MIX. A.C. PAVEMENT SHALL BE COMPACTED TO A
KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED MINIMUM OF 92% OF THE THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY.
BY ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR TO SUBSTANTIALLY LIMIT LEGEND
DUST FROM THE CONSTRUCTION SITE. UNDER NO CIRCUMSTANCE SHALL THE 10. PIPE BEDDING AND BACKFILL. ALL PIPES SHALL BE BEDDED WITH MINIMUM 4771 MINOR CONTOUR 1 0 FOUND MONUMENT AS NOTED
CONTRACTOR ALLOW CONSTRUCTION DEBRIS, MUD OR GRAVELS TO BE LEFT ON THE 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFILLED WITH THE SAME MATERIAL A CO ( )
STREETS OVER NIGHT. MINIMUM OF 6-INCHES OVER THE TOP OF THE PIPE PER CITY OF BOZEMAN -4775 MAJOR CONTOUR (5) o CONTROL POINT y b
STANDARD DETAIL 02221-1. PIPE BEDDING AND TRENCH BACKFILL SHALL BE PLACED �d
2. SITE CONTRACTOR SHALL SUBMIT AN APPLICATION AND PROCURE A STORM IN THIN LAYERS NOT EXCEEDING 6" IN LOOSE THICKNESS, CONDITIONED TO THE --'- PROPERTY LINE/ROW $ BENCHMARK cn
WATER DISCHARGE PERMIT PRIOR TO DISTURBANCE OF SITE. PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 97% RELATIVE ---- S SEWER MANHOLE O
COMPACTION. EASEMENT LINE O }d N
3. UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND PAVING SHALL CONFORM ` FENCE o SEWER CLEANOUT W
TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, MOST CURRENT ADOPTED 11. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN s pd WATER VALVE
EDITION. BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN. SEWER MAIN +�1
/ 55 SEWER SERVICE FIRE HYDRANT OtV
4. CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL SURFACE 12. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS " WATER MAIN ® CURB STOP Yi A
VEGETATION, TREES, STUMPS, BRUSH, ROOTS, ETC. STRIP WORK LIMITS, REMOVING �-q h N
VALVES, WATER VALVES AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH Ws w WATER WELL a H N
ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO ASTABLE MASS. ALL FINISH GRADE OF THE PAVEMENT, SIDEWALK, OR LANDSCAPED AREA WHEREIN THEY WATER SERVICE OO a-1
BRUSH AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR GRADING SHALL BE LIE. rs STREET SIGN � '" O
REMOVED AND DISPOSED OF OFF-SITE. FIRE SERVICE
13. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL SLOPES SHALL 50 STORM MAIN BOLLARD 'ono
5. FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED TO 95%OF BE CONSTRUCTED STEEPER THAN 2H:1 V. MAXIMUM SLOPE IN DETENTION BASIN 4:1 op LIGHT POLE o
OVERHEAD POWER
THE MAXIMUM DRY DENSITY AT +/- 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE i
moo., POWER POLE �1
CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR). 14. ALL PLANTER AREAS SHALL BE BACKFILLED WITH APPROVED TOP SOIL MINIMUM ` OVERHEAD TELEPHONE O W
6" THICK. STRIPPING MATERIALS SHALL NOT BE USED FOR PLANTER BACKFILL. o UNDERGROUND GAS b GUY ANCHOR - 0 N
6. SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE ® x
Ep -
OVER-EXCAVATED AND REPLACED WITH STRUCTURAL FILL. SUBGRADE MUST BE 15. TRACER WIRE SHALL BE INSTALLED ON ALL WATER MAINS AND FIRE SERVICE UNDERGROUND PHONE ELECTRICAL PEDESTAL U
INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLACING LINES. ` UNDERGROUND ELECTRIC 0 ELECTRICAL METER b
EMBANKMENTS, ENGINEERED FILLS OR FINE GRADING FOR BASE ROCK. IN TELEPHONE PEDESTAL
CURBS & SIDEWALKS ROAD CENTERLINE
12
7. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES IN CURB & GUTTER N GAS METER =
DEPTH WHICH ARE LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY, BUILDING PADS, 1. UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 6-INCHES NOMINAL D4 GAS VALVE
PARKING LOTS OR OTHER AREAS TO BE IMPROVED. ENGINEERED FILLS SHALL BE CURB EXPOSURE USED FOR DESIGN OF ALL PARKING LOT GRADES. EDGE OF PAVEMENT
CONSTRUCTED IN LIFTS NO GREATER THAN 8-INCHES OVER APPROVED SUBGRADE. ---- EDGE OF GRAVEL 0 TEST PIT
EACH LIFT SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AT +/- 2 2. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS IN ACCORDANCE WITH p PERC TEST
PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST CITY OF BOZEMAN CURRENT ADA REQUIREMENTS. EDGE OF CONCRETE E SHEET
METHOD (STANDARD PROCTOR). EDGE OF BUILDING TREE CONIFER (SIZE AS NOTED)3. SHALL ��gg
8. SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE REQUIREMENTS OF SUBGR DELKS AND BASE BROCK.MINIMUM
LL SIDEWALKS SHALL THICK
BE CONSTRUCTED USING 4,000 c UNDERGROUND GAS µ TREE DECIDUOUS (SIZE AS NOTED) C1.6r
SECTION 02234 (SUB BASE COURSE) AND SECTION 02235 (CRUSHED BASE COURSE) PSI CONCRETE. up UNDERGROUND ELECTRIC TOWNPUMP6LOUNGE
MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS). COMPACT TO 95%OF
THE MAXIMUM DRY DENSITY AT +/- 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE GRADINGPLAN
CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR). o PROJECT:18-117
S DATE:08/11/20