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Home My WebLink About04 C1.2 - Grading & Drainage Plan - Lounge 04-20-2020 I TEMPORARY STORMWATER RETENTION OF EX. 00 7011 BASIN. EXCAVATE BOTTOMG OF BASIN DITCH A7p0 0 TO NATIVE GRAVELS AND FILL WITH 6"f 9 ROUND ROCK. 698. TOP OF BANK 4700.0 TOP OF WATER 4999.5 r� BOTTOM OF BASIN 4967.75 (CENTER) / l 0 4:1 SIDE SLOPES SCALE -- -J TEMPORARY STORMWATER DRAINAGE SWALE. TBC 4702.54 FG-EOP 4703.2 0 10, 20' 40' LINE WITH EROSION CONTROL FABRIC (4' __ END CRB 4702.42 •� ►OBI WIDE AND PLACE 6"-MINUS ROUND ROCK / FG 4703.35 V ,2" D.L ,"_20, IN BOTTOM OFIT SWALE. PLACE STONE TO WATER MAIN ENSURE POSITIVE DRAINAGE FROM SLOPE FLOOR AT \ PAVEMENT TO BASIN. 4:1 SIDE SLOPES. 1%TOWARDS DOOR 3 I. -T-- - - - - ► ` z EXCAVATE 10' DIA. HOLE 18" WIDE TBC 4700.3 TBC � z TO NATIVE GRAVELS \ CURB CUT TBC 4702.65 4703.1 FG 4703.35 EXT'G 10' WIDE y AND INSTALL 6"f vj -' 1 GG 4699.5 TBC 4702.57 TBC ASPHALT TRAIL ROUND ROCK TO '� � .J' TBC 4700.62 7 2 O 4703.05 G G o l wa BOTTOM OF BASIN. TBC � ATBC 4700.0 1� 4703.07 UP END CURB a o `o TBC=GG > o `V 4703.3 �� a no ory TBC 4702.8 i� TBC TBC 4703.35 / 4700. `t a� -4703.2 II / 1 TBC 4700.75 TBC 4702.9 / I� � m o TBC 4700.87 TBC 4703.0 � u I ri EX. LIGHT TBC 4703.77 a POLE WITH \ olo GRD BRK FS ;U 40 MPH SIGN 4700.5 TBC 4700.9 W S N T FUTURE SANITARY SEWER MAIN teals EXTENSION. NOT IN D� 825 0 PROJECT 4701 0 TBC 4703.1 ' .ELEVers ae TBC 4702.8 " \ GIRD BRK II �I 7 " ci 30AS MET S oEA TBC 4701.7 TBC 4701.7 N TBC 4703.0 1 QQQ'''�� TBC 4701.8 -4701. TBC 4702.9 DRAWN BY: CGB \ 4101 5 / TBC 4702.8 REVIEWED BY:JLS \\ TBC 4702.4 TBC 4702.55 \� ❑❑� O� c PROJECT ENGINEER:CGB TBC 4702.55 OP L, o O p Y: TBC 4702.E Cs FG 4704.0 DESIGNED B CGB 7029 ` � p 07..0 4702.5 a TBC 4701.321 ' o TBC 4702.5 TBC 4702.83 • - cli -4703.0--- TBC 4703.25 SIDEWALK o TBC 4702.9E TBC 4702.7 • S=2% MAX V � TBC 4703.41 . TELEPHONE a 4770" _ - 1 FIBEROPTIC BOX o P ------ TBC 4703.-- -�---47p-3 5 TBC �4 78.19' � P P ❑ P� UP ITS UP U UP UP UP END CRB UP N77' g'17' TBC 4702.18t S89'56'29'E 433.57 EXT'G CURB MATCH EXT'G a TBC 4702.85f TBC 4704.33 9 p GUTTER �d W MATCH EXT'G END CURB \4j SIDEWALK w w w w � w w w w w w w w °� w '� F �c �4702.0� /41p25 8" D.I. 8" D.I. 4703.5_ MATCH GUTTER �O3p SIDEWALK WATER MAIN� \ S=4% MAX S WATER MAIN TO EXT'G - BENCHMARK SIDEWALK GRADE ` FIT ARROW BOLT BENCHMARK - DR35 PVC KIMBERWICKE 4705.6E _ FH ARROW BOLT SA SSMH 18 SWR MAIN N` ` SSMH RIM 4703.74 RIM 4701.79 8" INV OUT 4695.87 0 8" INV IN 4693.22 a // / - p k1 iF"i ll8" INV OUT 4693.01 / 4" SAN SWR 5=2.9% INV IN 6696.72 tn \ _ S 89.56'29 E 408,69' �9 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 / ss 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 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 1-� 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 7. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES IN CURB & GUTTER ® 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 oo 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 11�� 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) CJls6r 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 `� DATE:XX/XX/XX