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HomeMy WebLinkAboutSht C1.1- Dimensioned Site Plan 06-03-20 0 AV 'Ra FIRE HYDRANT o n BENCHMARK GENERAL SITE NOTES: 4668.52 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO ENSURE 'm THAT PUBLIC AND PRIVATE STREETS AND PARKING LOTS ARE KEPT CLEAN OF MUD, DUST OR z m SCALE CONTRACTOR TO SUBSTANTIALLY S ABATEMENT SHALL LIMIT DUST MAINTAINED FROM BTHE ADCONS ADEQUATE WATERING RSI E.OFUNDER THE SINOO BY THE U lO CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW CONSTRUCTION DEBRIS, MUD OR GRAVELS TO BE o N SWR MHI� LEFT ON THE STREETS OVER NIGHT. AM A C P�r�\J 2. SITE CONTRACTOR SHALL SUBMIT AN APPLICATION AND PROCURE A STORM WATER DISCHARGE R 466576 I"-2W INV IN M 465.76 i PERMIT PRIOR TO DISTURBANCE OF SITE. w IN VIN (S) 4656.7 3. UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND PAVING SHALL CONFORM TO MONTANA w INV OUT (N) 4656.5 \ i PUBLIC WORKS STANDARD SPECIFICATIONS, MOST CURRENT ADOPTED EDITION. z ss O ti \ i / 4. CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL SURFACE VEGETATION, \ TREES, STUMPS, BRUSH, ROOTS, ETC. STRIP WORK LIMITS, REMOVING ALL ORGANIC MATTER WHICH \ I CANNOT BE COMPACTED INTO A STABLE MASS. ALL BRUSH AND DEBRIS ASSOCIATED WITH d 1 / CLEARING, STRIPPING OR GRADING SHALL BE REMOVED AND DISPOSED OF OFF-SITE. o \ \ \ 5. FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED TO 95% OF THE MAXIMUM N y DRY DENSITY AT +/- 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 w pF�c<l PPgN t� \ 12' UTILITY \) \ TEST METHOD (STANDARD PROCTOR). ePP Pe�P V VJ P�-�\NG ',�-,..r�7 11.7 \ 15''S FNRIONTYAR \ \ 6. SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE OVER-EXCAVATED AND Oz SET CK \ REPLACED WITH STRUCTURAL FILL. SUBGRADE MUST BE INSPECTED AND APPROVED BY THE G ss E \ 4" SAN cP OWNER'S REPRESENTATIVE PRIOR TO PLACING EMBANKMENTS, ENGINEERED FILLS OR FINE GRADING SWR (2) G�F�F,ID FOR BASE ROCK. • ' \ e�00E v�P5 FONT qN9 \ Q 7. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES IN DEPTH WHICH 25 7 ea �P I EX CONCRETE 6\r ARE LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY, BUILDING PADS, PARKING LOTS OR OTHER S/ \ 12 £ SIDEWALK �O�P���5�0 AREAS TO BE IMPROVED. ENGINEERED FILLS SHALL BE CONSTRUCTED IN LIFTS NO GREATER THAN teals c. 5' SIDEYARD \ UP '� I \ 1 J 8-INCHES OVER APPROVED SUBGRADE. EACH LIFT SHALL BE COMPACTED TO 95%OF THE euocsui o.10825 PE SETBACK ��� � so \\\\I\ � \12 I V? \\ pJ0 MAXIMUM DRY DENSITY AT +/- 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM 5 � I\\ 44' 74 EXT'G MAILBOX D-698 TEST METHOD (STANDARD PROCTOR). S�'oE„sc°�,` \\ A 11.7 �s�� �(y /0 5 20' y \\\ 12 \ \ 8. SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE REQUIREMENTS OF SECTION 02234 (SUB BASE COURSE) AND SECTION 02235 (CRUSHED BASE COURSE) MONTANA PUBLIC • '�/ \ 19.7 12' \ 1.5" WATER WORKS STANDARD SPECIFICATIONS MPWSS COMPACT TO 95%OF THE MAXIMUM DRY DENSITY AT DRAWN BY: CGB REARYARD \I\\\ 24 8.3 \ _ \ \\ SERVICES (2) \ +/- 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD \ \ REVIEWED BY: CGB SETBACK \I� 20' 6 3 \ 1 3271-A \ N \ (STANDARD PROCTOR). \ \ PROJECT ENGINEER:CGB 13.2 �\ \ WARBLER 24' \ 9. A.C. PAVEMENT SHALL CONFORM TO SECTION 02510 ASPHALT CONCRETE PAVEMENT MPWSS 20 �� 6.3 5 \�I \ \ ( ) (TYP) FOR TYPE B MIX. A.C. PAVEMENT SHALL BE COMPACTED TO A MINIMUM OF 92% OF THE DESIGNED BY:CGB \ \ 6.3 \\\I 4-PLEX \ \ \\ \ THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY. \ 4 '4.7 �\ \ 3-BEDROOM \ 12 \\ \ 10. PIPE BEDDING AND BACKFILL. ALL PIPES SHALL BE BEDDED WITH MINIMUM 4-INCHES OF TYPE t� \ 1 PIPE BEDDING AND BACKFILLED WITH THE SAME MATERIAL A MINIMUM OF 6-INCHES OVER THE 77 \\\ ,\\ \\\ UNITS \ �1 dJ13 7 ( \ TOP OF THE PIPE PER CITY OF BOZEMAN STANDARD DETAIL 02221-1. PIPE BEDDING AND TRENCH 3271-B \\\ 40.8 \\\\I�\ 4.3 GUTTER TO THE PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 97% RELATIVE COMPACTION. 00 \\ 7.7 EXT'G CURB BACKFILL SHALL BE PLACED IN THIN LAYERS NOT EXCEEDING 6" IN LOOSE THICKNESS, CONDITIONED \ £ & WARBLER y \ \\ WAY \\ , \ �n \ \\ 11. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN BETWEEN ALL \ \ \ 1d \ \\ \ FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN. 3-BEtn DROOM \ \ s.3 1�i 2 8" D.I. 3-BEDROOM \ \ \ \ \ WTR MAIN ` 12. ALL EXISTING OR CONSTRUCTED MANHOLES,ADJUSTED TO MONUMENTS, GAS VALVES, WATER \I \ L�5>r 6.3 'P p \ \ \ \ 1 1 VALVES AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE UNITS PAVEMENT, SIDEWALK, OR LANDSCAPED AREA WHEREIN THEY LIE. b� 1 40� � �A\ 6.3 13.2 5' V A V I A 3 1 N 8" SDR 35 �1 \ V V A V A _ 1 1 SAN SWR MAIN \ I 13. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL SLOPES SHALL BE A V 6.3 VA y \\ \ \I5-0.70% CONSTRUCTED STEEPER THAN 2H:1V. MAXIMUM SLOPE IN DETENTION BASIN 4:1 \ C 19.7 WS 1 I 14. ALL PLANTER AREAS SHALL BE BACKFILLED WITH APPROVED TOP SOIL MINIMUM 6" THICK. H 18 ,F '; \ \\ WS - 1 1 STRIPPING MATERIALS SHALL NOT BE USED FOR PLANTER BACKFILL 7 -3.9 AAI V A J 1 4" SAN _ ( ) - CURBS & SIDEWALKS evl Q L �® \ \� \ WS R'�'`�D/ U� II SWRI 2 1. UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 6-INCHES NOMINAL CURB PM4 \\\ 8 � -- --_24 ----'1 I SAN SWR MH EXPOSURE USED FOR DESIGN OF ALL PARKING LOT GRADES. �! CF] 5 y1 - I RIM 4667.90 2. -R2.5 R�Os _ I I INV OUT(S) 4658.17 BOZEMAN ACTOR CURRENTALL ADACREQURREMENTS.UCT HANDICAP ACCESS RAMPS IN ACCORDANCE WITH CITY OF ==- 19 - WS ram. n 5 ---- 5' S/W I I I `L 3. SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES THICK OVER COMPACTED SUBGRADE AND BASE W b b I� WS -I I I SS I I O�)1'�•l-�� ROCK. ALL SIDEWALKS SHALL BE CONSTRUCTED USING 4,000 PSI CONCRETE. l -- --- ------ 1.5' ii 5 7 I I e INA 19.7 I O o N rL L#5{ #5't 12 1 a3 ,1 3.6 6.3 6.3 � 4.1 N I M Q�y- 7.7, - 13.3 7. 1.5" WATER LEGEND M JOpGQ�" 5 ---- 6.3 6.3 3233-A 2 SERVICES (2) 4771 MINOR CONTOUR (1") • FOUND MONUMENT AS NOTED 18' F WARBLER 1 4775- MAJOR CONTOUR (5) e CONTROL POINT OP 3233-B I 1\ Wp�y I _ --•--• BENCHMARK WARBLER I 1/ I £ 24 ----- PROPERTY LINE/ROW $ SEWER MANHOLE 40 WAY I 3-BEDROOM 1 (TYp) EASEMENT LINE NCE 0 SEWER CLEANOUT 5 40.8 3-BEDROOM SEWER ge n 4-PLEX I I '�� II WATER VALVE UNITS SEWER MAIN - IIII -BEDROOM I 1II �II SEWER SERVICE ® FIRE HYDRANT 12 T UNITS TYP WATER MAIN CURB STOP Ll a WATER WELLt WATER SERVICE I{ L- 4.5 1 6.3 6.3 4.4 FIRE SERVICE STREET SIGN - 13.2 1 _ 7.. £ -'° STORM MAIN e BOLLARD A N J 6.3 6.3 11 r -aP-o,- LIGHT POLE ® - 12 OVERHEAD POWER 20' REARYARD F 0 -7 12 -° OVERHEAD TELEPHONE POWER POLE SETBACK \/I I\/ I 15' FRONTYARD - - GUY ANCHOR _ O 1 1 19.7 I O SETBACK - UNDERGROUND GAS 8ID 20 1 20.35, 24 20.3 y 412' UTILITY Ep ELECTRICAL PEDESTAL I/\ /\I -"`-"` UNDERGROUND PHONE ' ., II EASEMENT -_ ® ELECTRICAL METER ---- UNDERGROUND ELECTRIC O W v L -- = 15 - -_-_- ® TELEPHONE PEDESTAL N ,w,� --- ---------_ ROAD CENTERLINE CURB & GUTTER U _ --'L J £ � - - - - - © GAS METER EDGE OF PAVEMENT b W 9.2 5' SIDEYARD 52g-, 9.2 EXT'G MAILBOX `� GAS VALVE �P SETBACK KIM LOT 1, BLOCK 1 - 0 TEST PIT O CATTAIL CREEK ti EDGE OF GRAVEL SUBDIVISION PHASE 1 OG�F�"�5F'� EDGE OF CONCRETE G PERC TEST Qrv�VQ�,P EXT'G CONCRETE 0�'O��P ------ �`'- TREE CONIFER (SIZE AS NOTED) O �, SIDEWALK Q EDGE OF BUILDING �1 UNDERGROUND GAS TREE DECIDUOUS (SIZE AS NOTED) °`-°'- UNDERGROUND ELECTRIC SHEET 5J 5 C1.1 COLLINS APTS DIM.PLAN o PROJECT:19-116 DATE:02/15/20