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HomeMy WebLinkAbout003 C1.0 Site Plan N IE OUT 472&T(W) N A57 NM STM.INLET#G469 12' UTILITY IE IN 4728.6'(N) Q IE OUT 472T6'(N) EASMENT(TYR) EXT'G 8"DI EXT'G CURB N IE IN 4727.5'(E) WTR MAIN &GUTTER 15'FRONTYARD r > r EXT'G 8"PVC > r KEYNOTES > EXT'G 3 3 SETBACK 3 3 3 SAN SWR MAIN 3 3 `EXJJJT',,,G FH m SAN.MH#c46a PH / •�' 6' CONCRETE CURB & GUTTER. 3 SCALE LOT 4 IE 0 T 4723.7'(N) IE IN 4723.8'(E) \ wv 0 4' THICK CONCRETE WALKS WITH BROOM FINISH. SLOPE AWAY FROM o 0 2W 4W 80' W W W W w W W W W W W W BLDG OR TO TOP OF CURB 2% (MAX). INSTALL IRRIGATION SLEEVES AS OPEN (2)REPAIR WITH HKM PLASTIC ADTpMN�,`ROp$ 4j33 E%TG'ADA REQUIRED. MAX SIDEWALK S=4,5%, SPACE CAPS,0.10'APART,ACCEPTt"D S S S S --�I S6l S S S S RAMPS I"= ACCESS WESTERLY PIN BFOSIDTION -�4T3^,� 15 SPACES 3 STREET ✓"--'M M � 111 #G473 SIDEWALK WIDTHS- ,J L� STM.INLET N a9'3a'26•E g �� T 1 �• IE our 473os'(E) T WIDE FOR WALK IN FRONT OF PARKING SPACES 3 2s.o2' L S 89'51 w 49306 • 5' WIDE WALKS FOR ALL OTHER COMMON AREA WALKS w S R9.59,13"w v� - . 4' WIDE WALKS TO FOR, PATIO/PORCH AREAS 5 125.24' B III �TyP) `T (TYR) _ (TYR) = lIP �_ \4 © CONCRETE DRIVEWAY o BLDG 1 _ T - - w RGMAIN DI 0 c� VI _ nP \ II-- D(TYR) �T�TYP I ® PAVED TRAIL N 00'45'31"e TYPE 3-C - ) BLDG 2 BLDG 3 o BLDG 4 U( c� 42.Or 3-P� T _ TYPE 4-A4-PLEX TYPE 4-B4-PLEX 6' THICK ELEVATED 4 REINFORCED, COLORED AND SCORED CONCRETE a IM 3-BEDROOM 3-BEDROOM TYPE 3-A3-PLEX a i 3-BEDROOM CROSSING. SCORED GRID - 2.5' SQUARES. o EXT'G K UNITS ® UNITS 3-BEDROOM nnnUNITS w SIDEWALK I (TYP) T (TYR)+ ® P 0� Yam. OT 1 Y I O & CITY OF BOZEMAN SPECSCONCRETE ADA RAMP WITH. SURFACE & SLOPE T❑ MEET A.D.A. W o EXT'G 27"PVC ui =.I C S STORM SWR © INSTALL REINFORCED 6- THICK CONCRETE DRIVEWAY APPROACH WITH 5' v� GGG WINGS, EXTEND 6' THICKNESS THRU SIDEWALK FROM BACK OF CURB p 8 c F F �0 \ © © ®'® �'J' TO HACK OF SIDEWALK. C.O.B. STD DETAIL 02529-12 Z 1 RL: 13578's0110 II 4f E „ V (TYR) T (TYR) (TMP) (NP) 1s'FRONnARo ® BIKE RACK - 6 BIKE CAPACITY DOUBLE SIDED, DR APPROVED EQUAL, ce: N A 16'39"E I I I Y (NP) (TYp) BLDG 5 ON CONCRETE SLAB. ARCHITECT TO SPECIFY COLOR. SETBACK CH: 135.70' s' _ TWEE C STORM WATER COLLECTION SYSTEM AND RETENTION/INFILTRATION �pNTA, Li, /® © ( �,,) _ 12'unun FACILITY. SEE DRAINAGE PLAN FOR ADDITIONAL DETAIL. G UNITS T EASEMENT(TYP) \ \ , T I CHRS G (TYR) �(NP) 3-BEDROOM n JO --- m ` STM.INLET#G4]5 EUDESK �- BLDG? "\ BLDG6 ® 'I• IE our 4730s'(N) ® ELECTRICAL TRANSFORMER rvo.mats aE 12'UTILITY O g `rp W '1•YPEi 4-C4-PLEiX 1� 1 3 I y IE IN 4731.0(S) `n �c¢xsEa EASEMENT(TYP) 'use BLDG 13 T 9 '1 TYPE 4-C4-PLEX ® �J 1 © 4' WIDE PAVEMENT STRIPING - 2 COATS B 17 TYPE4-D Q 3-BEDROOM 3-BEDROOM / (TYP) uND?RGROUND �A II a S UNITS a Ul�•ls PowgR&GAS BARRIER FREE PARKING STALL WITH A.D.A APPROVED SIGNAGE AND 15'FTBACK RD E - r CON UIT STUB sErencK w I . PAVEMENT MARKINGS. C " E OOM TO(TYP) Q(TYP) 0 y�-`(TYP) / Q(Np) 73s D DRAWN BY: EWR EXT'G CURB& UNITS \ E D.I. L51 WATER MAIN EXTENSION. SEE PUBLIC INFRASTRUCTURE cuTTER ^ �- (-�P) 1 SIGN REVIEWED Y BY:CGB B �V .� _ - L 74.g� R: 30 00 Q I :Q, �° B , g - a 13'0a 10' 8' PVC 3034 SANITARY SEWER MAIN EXTENSION. SEE PUBLIC PROJECT ENGINEER:CGB - c6. N ck'sz'S9'w INFRASTRUCTURE DESIGN. v CH: 74. 1 DESIGNED BY:CGB N \ i W \\ W W 9,r�_ yy W W W W W W W W ® TYPE K COPPER WATER AND DUCTILE IRON FIRE SERVICES. SEE (CA ` � � / (\� - � MECHANICAL DESIGN FOR SERVICE SIZES MAINTAIN 65 BURY S S S I,- S S 5 - �D �WES -_ - ANITARY SEWER SERVICE. SEE MECHANICAL DESIGN FOR ^ CWWTIJJJ ' -.-� � s TWIND ® SERVICE IZES. MAINTAIN 2% MIN - 4% MAX SLOPE.I f L -- - - - - - -- -- - uP m UP WAY UP UP l?P EA04 BLDG12 BLDG11 \ BLDG P Q BLDGS u ® NO PARKING FIRE LANE' SIGN AND POST. 5� I� TYPE3-D3-PLEx Y TYPE3-B TYPE4-g BLDG9 Y W TYPE4A vN SAN MH#G476 Q VISION CLEARANCE TRIANGLE 3-BEDROOM TO 3-BEDROOM PIPE DIRECTION E A 11 1 3-BEDROOM O ED 1 �P� Q 3-M 111POOM ^1 p ``': NOTES DON'T MATCH LANDSCAPE AREA I ( ) w 3-BEDROOM UNITS0\ W " BOZEMAN GIS,NEED TO _--_., \`� �. $ VERIFY � S „� UNIT / o06 NOW STORAGE AREAS O //�V --- �s 3 ST INLET#G477 OPEN SPACE AREA - SEE ARCHITECTURAL SHEETS E'I I� �� 10 - - _ - - H - - _ - - -_ _ IE T 73 5 O I- `�(YP) _ �TYP) ,(TYP) \ TYP) V 1NP) (NP) T (TYR) 'Fe (TYR) 9 (E) USPS MAIL BOXES ON CONCRETE SLAB ^ BENT BAR 1 EXT'G cuRB ® ABANDON SEWER SERVICE IN PLACE PER CITY OF BOZEMAN STANDARDS 1�1 77 S 07'31'41"W - 20'REARYARD B eE m 3 &GUTTER BAR LAID -� -473] - - ---'�- _ ,K," Q GAS AND ELECTRICAL METERS 0 VEER O 4.20 DDD L 73 25'R: 723.00'_4742- /-_- _ EXTG PUBLIC PARR ---a739------ - _- j ---- �� s\N�- EXT'G 8"PVC EXT'G TREES - N SAN SWR MAIN A 5'48'18' (TYR) GB S 04'20'25' W o _ jREBAR F \� e �% ul EXT'G N O SIDEWALK V / EXT'G \\\\j �1 \ S 01'26'15"W IRRIGATION SIDEWALK " `' ��40 r[IRRIGATION 3 EXT'G �IRRI ATI BOX EXT'G FH STM.INLET#G483 CONTROL BOX FH 18.54 / / EXT'G GRAVEL IE OUT 4735.6'(S) N 89'50 53 E 308.72' / / TRAIL S 89'50'41" W 427.04' " wvN w,K ---_ SAN.MH#G478 W 9 FLOWLINE EL 4732.0' �JJ. � Wi W W W W W 4W (NSW) _ W-_ W W �� W W W W W STM.INLET 490 S S S S S S s S s�O S s D IE OUT S IE a73r,2 PT') S s S S WINTER PARK STRSBT SAN. MH 4 3 3 D FLOWLINE EL. 7° O - 1►y1II1 SAN. MH ' ' 4734.5' �} 3 SAN.MH#G481 3 STM.INLET#G4904 STM.MH#G480 b N 3 V w 3 - FLOWLINE EL - #G487 03 47328• IE IN 4]34.5'(W) IE OUT 4733.9'(E) IE OUT 4734.4'(E) IE IN 4]34.1'(W) o FLOWLINE ELg STM.MH#G484 4735.8' A PIPES COVERED W/ SAN.MH#G479 LEGEND pp WATER IE IN 4732.5'(W) (J] IE IN 4732.8'(s) PROPERTY BOUNDARY El�j GENERAL SITE NOTES: IE OUT 4732.5'(E) P 7. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS UTILITY EASEMENT J 00 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING 12. ALL EXISTING OR CONSTRUCTED MANHOLES, I�1 CONSTRUCTION ACTIVITIES TO ENSURE THAT PUBLIC AND PRIVATE THAN 18-INCHES IN DEPTH WHICH ARE LOCATED OUTSIDE THE AND SIMILAR MONUMENTS, GAS VALVES, WATER VALVES ACCESS AND DRAINAGE EASEMENT ra H STREETS AND PARKING LOTS ARE KEPT CLEAN OF MUD, DUST PUBLIC RIGHT TO WAY, BUILDING PADS, PARKING LOTS SHALL AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH Pq OR DEBRIS. DUST ABATEMENT SHALL THE MAINTAINED BY OTHER AREAS IN IF IMPROVED. ENGINEERED FILLS SHALL BE FINISH GRADE OF THE PAVEMENT, SIDEWALK, OR CURB&GUTTER 1� ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR TO CONSTRUCTED IN LIFTS NO GREATER THAN 8-INCHES OVER LANDSCAPED AREA WHEREIN THEY LIE. _ SUBSTANTIALLY LIMIT DUST FROM THE CONSTRUCTION SITE. APPROVED SUBGRADE. EACH LIFT SHALL BE COMPACTED TO - PWR- - - - - UNDERGROUND POWER LINE /ty O N UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW 95%OF THE MAXIMUM DRY DENSITY AT +/- 2 PERCENTAGE 13. UNLESS OTHERWISE SHOWN ON THE DRAWINGS NO Ind CONSTRUCTION DEBRIS, MUD OR GRAVELS TO BE LEFT ON THE POINTS OF OPTIMUM MOISTURE CONTENT ER ASTM D-698 TEST CUT OR FILL SLOPES SHALL BE CONSTRUCTED STEEPER G-FIB UNDERGROUND FIBER OPTIC 11�� a L>a N STREETS OVER NIGHT. METHOD (STANDARD PROCTOR). THAN 2H:1V. MAXIMUM SLOPE IN DETENTION BASIN 4:1 - GAS - - - UNDERGROUND GAS LINE �-1 NO 2. SITE CONTRACTOR SHALL SUBMIT AN APPLICATION AND B. SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE 14. ALL PLANTER AREAS SHALL BE BACKFILLED WITH PROCURE A STORM WATER DISCHARGE PERMIT PRIOR TO REQUIREMENTS OF SECTION 02234 (SUB BASE COURSE) AND APPROVED TOP SOIL MIN W MUNICIPAL WATER LINE IMUM 6" THICK. STRIPPING DISTURBANCE OF SITE. SECTION 02235 (CRUSHED BASE COURSE) MONTANA PUBLIC MATERIALS SHALL NOT BE USED FOR PLANTER BACKFILL S SANITARY SEWER LINE V WORKS STANDARD SPECIFICATIONS (MPWSS) COMPACT TO 95% - 0-4W 3. UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND CURBS & SIDEWALKS STORM SEWER LINE SD PAVING SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARD OF THE MAXIMUM DRY DENSITY AT +/- 2 PERCENTAGE POINTS F SPECIFICATIONS, MOST CURRENT ADOPTED EDITION. OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD(STANDARD PROCTOR). 1. UNLESS OTHERWISE SHOWN OR INDICATED ON THE • FOUND YPC UNLESS NOTED i T DRAWINGS 6-INCHES NOMINAL CURB EXPOSURE USED FOR 4. CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DESIGN OF ALL PARKING LOT GRADES. o CURB CHASE i u 00 DRAWINGS ALL SURFACE VEGETATION, TREES, STUMPS, BRUSH, 9. A.C. PAVEMENT SHALL CONFORM TO SECTION 02510 (ASPHALT ESI ROOTS, ETC. STRIP WORK LIMITS, REMOVING ALL ORGANIC CONCRETE PAVEMENT) MPWSS FOR TYPE B MIX. A.C. PAVEMENT 2. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS ® UNDERGROUND FIBER OPTIC BOX MATTER WHICH CANNOT BE COMPACTED INTO A STABLE MASS. SHALL BE COMPACTED TO A MINIMUM OF 92%OF THE RAMPS IN ACCORDANCE WITH CITY OF BOZEMAN CURRENT ALL BRUSH AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY. ADA REQUIREMENTS. -;CEO STREETLIGHT OR GRADING SHALL BE REMOVED AND DISPOSED OF OFF-SITE. Y SHEET 10. PIPE BEDDING AND BACKFILL. ALL PIPES SHALL BE BEDDED 3. SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES THICK ELECTRICAL TRANSFORMER E 5. FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE WITH MINIMUM 4-INCHES 1 PIPE BEDDING AND OVER COMPACTED SUBGRADE AND BASE ROCK. ALL C1.O COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AT +/- 2 BACKFILLED WITH THE SAME MATERIAL A MINIMUM OF 6-INCHES SIDEWALKS SHALL BE CONSTRUCTED USING 4,000 PSI ELECTRIC METER PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM OVER THE TOP OF THE PIPE PER CITY OF BOZEMAN STANDARD CONCRETE. • BROADBAND PEDISTAL D-698 TEST METHOD (STANDARD PROCTOR). DETAIL 02221-1. PIPE BEDDING AND TRENCH BACKFILL SHALL BE AUTUMN GROVE PLACED IN THIN LAYERS NOT EXCEEDING 6' IN LOOSE THICKNESS, N v WATER VALVE 6. SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS CONDITIONED TO THE PROPER MOISTURE CONTENT AND SITE PLAN SHALL BE OVER-EXCAVATED AND REPLACED WITH STRUCTURAL COMPACTED TO AT LEAST 97%RELATIVE COMPACTION. O CURB STOP FILL. SUBGRADE MUST BE INSPECTED AND APPROVED BY THE il. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT ® SEWER MANHOLE PROJECT:21-104 OWNER'S REPRESENTATIVE PRIOR TO PLACING EMBANKMENTS, GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS S ENGINEERED FILLS OR FINE GRADING FOR BASE ROCK. AND/OR FINISH CONTOUR LINES SHOWN. FIRE HYDRANT DATE:DECEMBER 2021