HomeMy WebLinkAboutSht C1.2 - Grading Plan 10-26-20 00
(4) 1Yz" WATER w V A
SERVICES PER 7
12' DI TD&H AS-BUILTS o\
WATER MAIN
WM vM NM uM vM EMI w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w 'm
CATAMOUNT ST. 15" PVC (4) 4" SAN SEWER z m
1 SAN SWR MAIN SERVICES PER
s s s D s s s s s s s s (100 R.0•W) s s s s s s s s s s 33 s s s s s IF-
AS-BUILTS -S S- SCALE
SAN SWR MH
RIM 4632.88 n n a
D SD 8" INV IN RIM
4642.58 SD D SD SD SD SD SD SD SD SD SD SD SD SO SD SO SD SD SD SD D SD SD D SD SD SD SD SD SD
8" INV IN (W) 4632.61 30" RCP ALLOWED wmn linch= 20' w 3:8" INV OUT (E) 4632.41 STORM SEWER ACCESS
o
15'�RONTYARD EXT'G SIDEWALK 12' UTILITY END CURB
TBC
'SETBACK
EASEMENT
EXT'G FH \ 4665.23
I' m �� _ o 0
-�UT UT 'UT L IIT_
��P UT UP IOT�JP Pc��-0¢U U -LP �_6' STEP IP T cP G, U %SUP c-- qP� UGP SUP r
62.5 - 46650(2) 4" SAN SWR o '/ '--- TBC 4663.1- - _ - - - - - - - - _ -EN CURB f(NP) _� oH I I � L
SERVICES PER ems+ ss s ss- ZTD&H AS BUILTS I� - - - - qg .13DSD \I_ S ACURB INLET/MH - - " TBC-CURB CUT II v o vTBC 4643 44 C _ 2-6" STEPS� � 4662.45 46 - .
( ) 4638. s �� \ o I �oNTgNq
18" INV IN W&S 96
18" INV OUT (N) 4638.96 I AT GRADE AT GRADE
_ _ - i PATIO. S=1.5% / PATIO. 5=1.5% \ \ TBC-GG csas
sD 3-6" STEPS �11 III 11
BLD�sD \I m 4664.9 ��oau ae
.: pT
18" RGP A " FG 4664.3 11 BLDG C III I
- I I 2-6" STEPS -� o w I/ FF�i`7,�5.4
STORM SEWER I .o A in I I / N45Eo
I � � FG assa.o �; �o BLDG B . FF ELEV.4665.2 ,I I _ III _
FF ELEV. II II FG 4664.7 FG 4664.9 TBC-CURB CUT
I' r r cn 4664.4 EXT'G
` ti.
BLDGA N 03 1 _4664.H I I sD bb 5D /I /SIDEWALK DRAWN BY: CGB
FF ELENV. a I I 4 64 5 - --_ -TBC-GG I
I I I e, 4 62,0 \ I I TBC 4661.8t -4 - 4664.E / I REVIEWED BY: DAD
4W.5 w v MATCH EXT'G / 46640 TBC-PT TBC-PC TBC-PC PROJECT ENGINEER:CGB
EXT'G CURB �,'� O 5-6" STEPS o I 4 6 .0 TBC-PC/ 4664.25 I 4664.5 4664.9
m m
- II DESIGNED BY:CGB
AND SIDEWALK `� m \ ___\� 4662.25 - - - - -
MOU TABLE CURB I I
(2) 1Yz' S S S S
SERVICES PER a,w ,666 TBC-PT
ILTS _4.0 5-6" STEPS '` \ Ab / `T � b a 4664.18 'I
6" STEP ,46 \ b b fig• bb bb ,
TD&H AS-BU w w .o N 0/ yb. TBC-PT 4662.2 ab a
I W - FG 4664.0 46�3' WWW
I I "� TBC-PC 4662.6 W W W W W i
DROP CURB N DROP CURB \ i T8" PVC BC-GG
�V .. EXT'
I SAN SWR MAIN \ / FIRE HYDRANT W - ____ __ - ---- --- -- - � � I •i'.
6" STEP ul
W� Y 6 - --- --+
/ 5
3•
A66
MATCH EXT'G>
1 m W EXI G 8" X 6' / M
TEE W/T.Br J SS RD
ETBACK b
s" DI W vv v A e FG 4664.1s BL F
WATER MAIN
I\,\ EXT'G PAVED W I i��5 \\\\ I m I I O
SAN SWR MH D ' DRIVEWAY jW �. EXT'G 1" COPPER \\ \ > O FG 4665.0 /
RIM 4644.40 x `� i� EXT'G-LUR@ WATER SERVICE \ 0 55 / \ "
8" INV IN (S) 4634.8E s6 ,��/ & GUTTER �� .\\ \ \\ \ ,A662
8" INV OUT (N) 4634.66 5�, o \\ \ PG
f
\ �' W EXT'G LK A A A { / 0
W
U EXT'G COPPER SZIDEWALK _ \\ BLDGE m { U
W !' WATER SERVICE \
WI �. FF ELEV. b W
EXT'G 8" DI �v V A N
WATER MAIN SLOPE AWAY FROM \\ 4664.E 'so PEDE TRIAN
ASEME ^W^
BLDG 0 2%(TYP) \ U ENT PER
FG 4664.1 i
i sus EXT'G PCC L \ PLAT J-415
SIDEWALK V A AV A � � i / � � `� � � co
f
TBC /
\ \ \ \ \EXT'G 4664.52 I SLOPE AWAY FROM
EXT'G ?� 20' REARYARD BLDG ® 2%(TYP) a
4-PLEX SACK ILDEYD
\ 4-PLEX EXT'G V TBC 4664.15 I 5 SETBACK {I
DRIVEWAYS
15' FRDNTYARD4663.D� J
SETBACK r -'U°Q / / 8. SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE REQUIREMENTS OF
EXT'G PAVED SECTION 02234 (SUB BASE COURSE) AND SECTION 02235 (CRUSHED BASE COURSE)
12' UTILITY DRIVEWAY
EASEMENT EXT'G
DRIVEWAYS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS). COMPACT TO 95%OF
\ THE MAXIMUM DRY DENSITY AT +/- 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE
\ ^ / GENERAL SITE NOTES: CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR).
i \ 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION 9. A.C. PAVEMENT SHALL CONFORM TO SECTION 02510 (ASPHALT CONCRETE �y
9 \ / 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 po
CD KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED MINIMUM OF 92%OF THE THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY. b N
C \ / BY ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR TO SUBSTANTIALLY LIMIT
\ / DUST FROM THE CONSTRUCTION SITE. UNDER NO CIRCUMSTANCE SHALL THE 10, PIPE BEDDING AND BACKFILL. ALL PIPES SHALL BE BEDDED WITH MINIMUM FtV
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 I�1
\ STREETS OVER NIGHT. MINIMUM OF 6-INCHES OVER THE TOP OF THE PIPE PER CITY OF BOZEMAN V�]
1 / STANDARD DETAIL 02221-1. PIPE BEDDING AND TRENCH BACKFILL SHALL BE PLACED
\ \ / 2. SITE CONTRACTOR SHALL SUBMIT AN APPLICATION AND PROCURE A STORM IN THIN LAYERS NOT EXCEEDING 6" IN LOOSE THICKNESS, CONDITIONED To THE
� WATER DISCHARGE PERMIT PRIOR TO DISTURBANCE OF SITE. PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 97% RELATIVE H (~
FA/ COMPACTION. ra
3. UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND PAVING SHALL CONFORM �p
TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, MOST CURRENT ADOPTED 11. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN
EDITION. BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN. 44 O
4. CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL SURFACE 12, ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS 0 W
VEGETATION, TREES, STUMPS, BRUSH, ROOTS, ETC. STRIP WORK LIMITS, REMOVING VALVES, WATER VALVES AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH N ...
HANDICAP ACCESSIBILITY CERTIFICATION ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO A STABLE MASS. ALL FINISH GRADE OF THE PAVEMENT, SIDEWALK, OR LANDSCAPED AREA WHEREIN THEY ® o BRUSH AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR GRADING SHALL BE LIE.
REMOVED AND DISPOSED OF OFF-SITE. U
THE PROPOSED DEVELOPMENT HAS BEEN DESIGNED TO PROVIDE 13. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL SLOPES SHALL a b W
ADA COMPLIANT ACCESS FROM THE PUBLIC RIGHT OF WAY TO 5. FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED TO 95% OF BE CONSTRUCTED STEEPER THAN 2H:1V. MAXIMUM SLOPE IN DETENTION BASIN 4:1 i (~
THE FRONT DOOR OF THE BUSINESS AND FROM THE ADA THE MAXIMUM DRY DENSITY AT +/- 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE _
PARKING SPACES TO THE FRONT DOOR OF THE BUSINESS. IN CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR). 14. ALL PLANTER AREAS SHALL BE BACKFILLED WITH APPROVED TOP SOIL MINIMUM 00
ADDITION, THE ADA PARKING SPACES HAVE BEEN DESIGNED PER
ADA REQUIREMENTS. 6" THICK. STRIPPING MATERIALS SHALL NOT BE USED FOR PLANTER BACKFILL =
6. SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE
OVER-EXCAVATED AND REPLACED WITH STRUCTURAL FILL, SUBGRADE MUST BE CURBS & SIDEWALKS
INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLACING SH.L-r
CHRIS G BUDESKI, PE EMBANKMENTS, ENGINEERED FILLS OR FINE GRADING FOR BASE ROCK. 1. UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 6-INCHES NOMINAL
CURB EXPOSURE USED FOR DESIGN OF ALL PARKING LOT GRADES. C1.2
7. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES IN
DEPTH WHICH ARE LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY, BUILDING PADS, 2. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS IN ACCORDANCE WITH GRADINGPI.AN
PARKING LOTS OR OTHER AREAS TO BE IMPROVED. ENGINEERED FILLS SHALL BE CITY OF BOZEMAN CURRENT ADA REQUIREMENTS.
CONSTRUCTED IN LIFTS NO GREATER THAN 8-INCHES OVER APPROVED SUBGRADE. PALISADES
EACH LIFT SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AT +/- 2 3. SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES THICK OVER COMPACTED
PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST SUBGRADE AND BASE ROCK. ALL SIDEWALKS SHALL BE CONSTRUCTED USING 4,000 PROJECT:18-122
METHOD (STANDARD PROCTOR). PSI CONCRETE. DATE:03/15/20