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HomeMy WebLinkAbout27 North Residential Development w [Y2A6b10.PAWWGg DRAINAGE• 10.PIPE BEDDING AND BACKFIL ALL PIPES SHALL BE BEDDED WITH MINIMUM 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFILLED WITH THE SAME MATERIAL A 6" THICK,M-4,000 PSI REINFORCED ACTIVITIES TO INSURE THAT PUBLIC AND PRIVATE STREETS AND PARKING LOTS ARE MINIMUM OF 6-INCHES OVER THE TOP OF THE PIPE PER CITY OF BOZEMAN KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED STANDARD DETAIL 02221-1. PIPE BEDDING AND TRENCH BACKFILL SHALL BE rp PORTLAND CEMENT CONCRETE. #4 BY ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR TO SUBSTANTIALLY PLACED IN THIN LAYERS NOT EXCEEDING 6"IN LOOSE THICKNESS,CONDITIONED TO 0 18"O.C. EACH WAY LIMIT DUST FROM THE CONSTRUCTION SITE. UNDER NO CIRCUMSTANCE SHALL THE THE PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 97%RELATIVE a 6" THICK, 1 1/2" CRUSHED CONTRACTOR ALLOW CONSTRUCTION DEBRIS, MUD OR GRAVELS TO BE LEFT ON THE COMPACTION.STREETS OVER NIGHT. SCALEo • .-0:< ROCK BASE COURSE IN 11. UNLESS OTHERWISE SHOWN ON THE DRAWINGS,STRAIGHT GRADES SHALL BE ACCORDANCE W/MPW 2235 2, SITE CONTRACTOR SHALL SUBMIT AN APPLICATION AND PROCURE A STORM RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES j 2• 1 WATER DISCHARGE PERMIT PRIOR TO DISTURBANCE OF SITE SHOWN. 1 i-h= 20 9" THICK, 6"-MINUS 3 UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND PAVING SHALL CONFORM 12. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS. MONUMENTS,GAS UNCRUSHED SUB-BASE TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, MOST CURRENT ADOPTED VALVES,WATER VALVES AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH COURSE IN ACCORDANCE EDITION. FINISH GRADE OF THE PAVEMENT,SIDEWALK,OR LANDSCAPED AREA WHEREIN THEY z 71 f�T il-licc �,:_.:.�p I` W/MPW 2234 LIE. o :r l- 1_ir�c'�---� 4. CLEAR AND GRUB WTHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL SURFACE I^ `-COMPACTED SUBGRADE VEGETATION, TREES, STUMPS, BRUSH, ROOTS, ETC. STRIP WORK LIMITS,REMOVING 13 UNLESS OTHERWISE SHOWN ON THE DRAWINGS,NO CUT OR FILL SLOPES SHALL ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO A STABLE MASS, ALL BE CONSTRUCTED STEEPER THAN 2H:1V. MAXIMUM SLOPE IN DETENTION BASIN 4:1 I NDEER OCLEARING, STRIPPING OR GRADING SHALL BE DETAIL REMOVED AND DISPOSED OF OFF STE, 14 ALL PLANTER AREAS SHALL BE BACKFILLED PATH APPROVED TOP SOIL MINIMUM REINFORCED CONCRETE SLAB 5.FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED TO 95%OF 6" THICK. STRIPPING MATERIALS SHALL NOT BE USED FOR PLANTER BACKFILL THE MAXIMUM DRY DENSITY AT+/- 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CIJiTBS Ac SIDEWALKS. - CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR). 1.UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS,6-INCHES NOMINAL o z 3• ASPHALT CONCRETE 6. SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE CURB EXPOSURE USED FOR DESIGN OF ALL PARKING LOT GRADES 6•THICK,1"-MINUS OVER-EXCAVATED AND REPLACED WITH STRUCTURAL FILL, SUBGRADE MUST BE CRUSHED ROCK LEVELING COURSE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLACING 2. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS IN ACCORDANCE EMBANKMENTS, ENGINEERED FILLS OR FINE GRADING FOR BASE ROCK. WITH CITY OF BOZEMAN CURRENT ADA REQUIREMENTS -.Y'}t?Sj•�'�'�'f�.,5�y}; 12" MILK, 6"-MINUS UNCRUSHED k...1 •{t� }� BASE COURSE-PIT RUN 7. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES IN 3, SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES THICK OVER COMPACTED {4O}S{Sff CCCT��{ IN ACCORDANCE W/MPW 2234 DEPTH WHICH ARE LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY,BUILDING PADS, SUBGRADE AND BASE ROCK. ALL SIDEWALKS SHALL BE CONSTRUCTED USING 4,000 ► a"6< PARKING LOTS OR OTHER AREAS TO BE IMPROVED. ENGINEERED FILLS SHALL BE PSI CONCRETE STABLE SUBGRADE WOVEN GEOTEXTILE FABRIC CONSTRUCTED LIFTS NO GREATER THAN 6-INCHES OVER APPROVED SUBGRADE. �o1sn MIR EACH LIFT SHALL L BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AT AFl 600X OR APPROVED EQUAL +/- SEE NOTE S�BELOW FOR UNSTABLE SUBGRADE 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST ` „• NOTES: COMPACTED SUBGRADE METHOD(STANDARD PROCTOR). KEY DOTES B.SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE REQUIREMENTS QA 6- CDNCRETE CURB L GUTTER. DRAWN BY:CGB 1.CONTRACTOR SHALL REVIEW GEOTECHNICAL REPORT AND OF SECTION 02234(SUB BASE COURSE)AND SECTION 02235(CRUSHED BASE 4' THICK CONCRETE WALKS WITH BROOM FINISH.SLOPE AWAY FROM BL➢G CONFORM TO ALL REQUIREMENTS OUTLINED IN REPORT. COURSE)MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS(MPWSS). COMPACT OB DR TO TOP OF CURB 2%CKSX).INSTALL IRRIGATION SLEEVES AS REVIEWED BY:BLB PER MONTANA TO 95%OF THE MAXIMUM DRY DENSITY AT+/- 2 PERCENTAGE POINTS OF REQUIRED. PROJECT ENGINEER:CGB 2. PAVEMENT SECTIONS SHALL BE CONSTRUCTED PUBLIC WORKS STANDARD SPECIFICATIONS ) UNLESS OPTIMUM MOI5NRE CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR). O BARRIER FREE PAGING STALL WITH A.D.A APPROVED SIGNAGE AND DESIGNED BY:CGB OTHERWISE STATED. ENT S. 3. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 9. A.C. PAVEMENT SHALL CONFORM TO SECTION 02510(ASPHALT CONCRETE CONCRETE RAMP. TEXTURE SURFACE B. SLOPE TO MEET A.D.A. B.CITY OF 95%OF MARSHALL LABORATORY DENSITY. PAVEMENT)MPWSS FOR TYPE B MIX. A.C. PAVEMENT SHALL BE COMPACTED TO A QD MINIMUM OF 92%OF THE THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY. BDZEMAN SPECS. 4. BASE COURSE&SUBGRADE SHALL BE COMPACTED TO 95%PER QE LANDSCAPED AREAS.SEE LANDSCAPE PLAN FOR DETAIL ASTM D-69& 5.FOR UNSTABLE SUBGRADE ADD TENSAR TX 190L TRIAXIAL QF CONCR EXPO 6. HIKE RACK, O APPROVED EQUAL, ON 4' X 8' GEOGRID TO 6 OZ.NON-WOVEN GEOTEXTILE FABRIC CDNCRETE SLAH. ARCHITECT TO SPECIFY COLOR. z © SAWCUT AND REMOVE EXT'G SIDEWALK AND PAVEMENT AND INSTALL NEW 000 2 DETAIL SERVICES. BACKFILL AND REPLACE PAVEMENT AND SIDEWALK PER C.D.B. t` STDS. a c1.0 TYPICAL ON-SITE PAVEMENT SECTION(PRIVATE) QH TAP EXT'G SANITARY SEWER MAIN AND INSTALL 4- PVC SANITARY a Q N.T.S. SEWER SERVICE TO BLDG. S=2% MIN. SEE NECK FOR CONT. IN BLDG Q 1 HOT TAP EXT-G WATER MAIN AND INSTALL 1.5- COPPER WTR SERVICE �L.1 QI W AND 4' D.I. FIRE SERVICE PER C.O.B.ST➢S. VERIFY SIZES WITH W I� is�ISE I,^ = 30' RIGHT MECHANICAL ENGINEER PRIOR TO CONSTRUCTION.SEE MECHANICAL DESIGN L W W Rlv - mil\ E SUB,NO' I OF WAY FOR CUNT.IN BLDG. ,o) •�` Bhy,1ER N�NRA p I , 4' WIDE YELLOW STRIPING -TWO COATS. CIDa N Z 4. ZOTt o� t 1 PCs 6•pH3 ZLO �1✓'1. I 'NO PARKING FIRE LANE' SIGN AND POST 6 CURB PAINTING. PAINTING F1 �.- ��f5 I CURB RED WITH 2 COATS AND STENCILED WITH 'FIRE LANE NO PARKING' I•"1 Bh TER 10\Np•, R3 I •� �_ \ CONCRETE I J AT EACH LOCATION.THOROUGHLY CLEAN CURB PRIOR TO PAINTING. X N 1 L SIDEWALK EXT'G� - �rJ I © VISION CLEARANCE TRIANGLE FW-I SIDEWAi-K� �_•t1JA __ EXT'G CURB M GRASS LINED STORM WATER RETENTION BASIN WITH ROCK LINE➢ BOTTOM. ® A ------------------------------�- -�---��.7ir��--�i'_��- --ice- L & CUTTER O IB' DEEP. 4,1 SIDE SLOPES DO EX1'G S:UNH QN 6' ADS ROOF DRAIN PIPING `S+ @ CJttE3 ` - QD SAWCUT AND REMOVE EXT'G CURB AND SIDEWALK AND CONSTRUCT 6' W p 0 � Ay« THICK P.C.C. DRIVEWAY APPROACH PER COB STD DETAIL 02529-11 G a1�/ EXT'G B" DI G 1 SARTAIN ST. 17�Ii;+Y i6f�CA4\ 'X"G�VALLEY_ I © CARPORTS - SEE ARCHITECURAL _ WATER MAIN_. '�+1z>,4?Ef Cvnla .EXT'G B" oYC' N 89'41'11"E 300,95 M N 89'1T09" W 300 Y(1-/�L IX:'C CJga ' _I QO INSTALL STREET LIGHT AND SERVICE PER C.O.B. STDS P\ N ShH11JN�AR�SUZQNW1 v„�y<hO.Y. S SEWER MAIN „� F k Utf11 -I -w/ ® SAWCUT EXT'G DRIVEWAY APPROACH. CONSTRUCT 1�1 ut VH RIM=4]i B.6J BAXT£R S A[';k1AR1 69).46 I OQ (�` H I EAST INVER-706,70 1` nrsr gyEp1•eN � EXT'G ADA WEST Ik1£RT=469 0TRASH ENCLOSURE WITH 6'THICK REINFORCED CONCRETE SLAB ellJ� RAMPS CHI,-,.INVERT-G69&16 6.16 _ GUTTER AS NOTED EXT'G CURB LEGEND --_---- --- - __---_--- .-__- -------- --= -- ---_ _ -- i i FOUND MONUMENT gyp" -- 3' •G' flOSAC•K I 0 I II --4771- - MINOR CONTOUR(1) • UMENT 3' 3,g' OE 3' i` O 15 - T \� OD ® '3' Si T9AC1C_/ l3_5' I �I- 1 I I EXT'G CURB --4775 MAJOR CONTOUR(5') ® CONTROL POINT z o / 10.1t�• - - - 1-- - - ----- - - © & GUTTER __ 30' RIGHT ------- PROPERTY ONE/ROW $ BENCHMARK qb W OF WAY _____ SEWER MANHOLE W '� _ E QA QA C - I I O �1p EASEMENT LINE 3 jam'} O O 0. O A 10 E _ ; SOB N - FENCE o SEWER CLEANOUT I Itz �L: I LOj 3,ipN\NG'BP „- SEWER MAIN IX, WATER HYDRANT v0'i vi / OLK 8-� I _ _ O - 8 ( ' f I V SEWER SERVICE g CURB STOP y�11 v�i ✓✓✓B7• 0 1 9' 26' 24' 11 �! 1.0'1 1,E�B.. oa 4-2 6 �; _ 24' 8 4-2 ��!,^,��'' I a _ - WATER MAIN SQ''I P3 .� 4-1 SE 0 4-1 �p C7GN B Ml I -"� ": WATER SERVICE �u WATER WELL rj o gAX�•R/2 0 z B LOT S.BAXTER�LANR4 B.NO. 1 _ Cam, 1 4 5 S:JC"A4D _ J NG: R4 `N/71 STREET SIGN 5119ACK v ,� FOOTPRINT AR = / 63, - _ _ _ _ _ FOOTPRI I I 10' FRONTYARD FIRE SERVICE h SETBACK STORM MAIN BOLLARD 1� '�' .p I 3,381 sf 3,381 sf 13 o ucHT POLE F7j 0 W N J • © O I 20' ROADWAY - OVERHEAD POWER u H O N o /n • / _ 1_ _ - EASEMENT PER - •a, POWER POLE % w E N {© 11r 1 3 I N I PAT H-i5 �- OVERHEAD TELEPHONE y y ® u 1 GUY ANCHOR R n A / O I '® UNDERGROUND GAS U - _ -O I _ I I EXT'G CONCRETE - UNDERGROUND PHONE I7 ELECTRICAL PEDESTAL I®I W C 1 a I 3' E 1I ; DRIVEWAY ELECTRICAL CD TELEPHON PEDESTAL y -- --- --- UNDERGROUND ELECTRIC % o I r M- - - FO i �I1 I - ROAD CENTERLINE ® GAS METER / L P M 3' / M -� _ /- f o i---------- r--- --� _ E I � _ L 7 ,•„ CURB&GUTTER � �_---- _ 1 I O PC / z �'- I- - - "T - / \ _: / --___- GAS VALVE �- - � ' EDGE OF PAVEMENTrS .. ----_- EDGE OF GRAVELTEST PIT SHEET .92'(M) S 89'I6'ST_W 300.71*(R) F nHF THc - I PERC TESTCI.O X EDGE OF CONCRETE S OFTREE CONIFER(SIZE AS NOTED) 10' REARYARD w y EDGE OF BUILDING27 NORTH UTILIT / NE NO.1 SETBACK UUNDERGROUND GASNDERGROUND ELECTRIC TREE DECIDUOUS(SIZE AS NOTED) POLE Lh spB -+-.- SITE PLAN /I / BAx R RA PRELIMINARY ZpN\NO / I PROJECT:17-134 NOT FOR CONSTRUCTION DATE:3/6/18