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HomeMy WebLinkAboutC1.0 - Site Plan - Rev 4 12-17-20 k0 �,-L • • • 28-y6 O o 0 o N CN�pN EXT'G TER 3 Q V U U U tr a X w w w w w- BLOCK FRONTAGE -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�i SCALE 0 MIXED USE \ LANDSCAPED EXT'G CURB a -� FALCON ST. 2' P.U.E. 4 w =w w 60' R/W a \ - BLOCK FRONTAGE S 0 15' 30' fi0' > > > SIDEWALK X X 10' REARYARD MIXED USE S w w w J Z Z w 0 `C OJ SETBACK LANDSCAPED PROPOSED (RELOCATED _ o } z} } Rzs' f ,_- U U PROPERTY LINE p- o . R2�_. .. • _ (TYP ALL EXT'G LOTS) I� w w w w £} 8G.94' 215.61' 66.35' 91.9�' 116.92' T o 0 0 0 G-FIJIG-FB- UG-FIB UG-FIB- i1G FIB- UG-FID UG-EXT'G 21" r - = G F _STORM OSO s0 sD D 8 --_ __ _ _ - A ROW BOLT DRAIN F AVM BN 2s sD ,28' W sD I sR s 5 R 36' U OW 8o'-(* FI'mac ��c-FI c=Fle-�-- E EV=4826.71 w w w w R zs' a' EXT'G STORM I 5I R 22.330.2'® 6 E 18, A 0 1 OI C 9 .O 5, E 9, O B E 10 18' A O PHASE I I w a s DRAIN OUTLET I R © © A J A cn LINE 6O I RIM 4820.07k0 I RTTORM WATER I r 5 7 54 2t4, --X I R1 Rip' I I 52 D 45' 9' 90' A I U k s ON TAN gyp"(J8�Q I RETENTION I I H 9 \NOR\Si�J`0 BASIN.SEE28.5' I V I R10' I V A V q I E O I I KRIS G. PLAN DETAILSR I�U 1 5.7 E 83' 9 O I I O U 11 I 7, 90 I I & GU TTER� eUoers ae 3U ' ® A 9 9 I 87 FUTURE BLDG I O BLOCK FRONTAGE S�•`EAsEa 5' STRACK D I I 1 A 10 1 D 10 16 _ z4 �F a 20 -.M-z4 o za 2a 1a PAD SM I I III MIXED USE SETBACK ( II I I© OU 30, I I LANDSCAPED 10' UTIL L -i .,Q, i A78 24' 20' 20' 30' I N EASEMENT I C I E E - I I DRAWN BY: CGB R ' 12.2' 81' 1 5' E 81 J I Ali 10 FRONTYETBACKARD REVIEWED BY: DAD G A E \ I I h 5 05 PROJECT ENGINEER:CGB ,�� DESIGNED BY:CGB RECONSTRUCTED I S m� STORM WATER PROPOSED aof I RETENTION I A 6' V S A S S �54. J L - b ^ BASIN.SEE TO♦�1�1 0G 21.4'® a4' U H D V O D D U D D UV A D19.3' H ,BBY NOTI?8 GRADING I ,� COUNTRY -� z PLAN FORC C C C PROPOSED LOT o q 6" CONCRETE CURB & GUTTER. FOODS STORE 0 D H U N 16' � H 6' U H U G� C LINE RELOCATION p 1 I ©I18" WIDE CONCRETE SWALE D 6 1 5'SIDEYA6 123' © 6 �U" 6 6 6 6 6 A 9 6 _ C 4"' THICK, CONCRETE SIDEWALK WITH BROOM FINISH. s SETBACK s P E PHASE 6 J I �O SLOPE=2%(MAX). INSTALL IRRIGATION SLEEVES AS REQUIRED. C� o o s� C E -LINE I 3 1 J 54' I 54' I Q CONCRETE RAMP, TEXTURE SURFACE & SLOPE TO MEET E 1 G E I - A.D.A. & CITY OF B07EMAN SPECS. D 71 111 I f U PROPOSED I I 1 ' 10' FUTURE - I U QE 4" WIDE YELLOWS STRIPING - 2 COATS Ra.S' 81' E PARH'ING ELOCATED _ �] EXT'G I RPROPERTYY N ��II '6 76, 98'PROPERTY LINE (TYP) 1a' V 1" A ( ) V V - LOT - QF I I W ONE WAY ONLY& "ONE WAY ONLY- DO NOT ENTER" ® Fy I . o-o O A I:`.'.L". O O 9, ISIGNAGE AND POST �I W`s Fi LINE (TYP) O E H D A A O G "NO PARKING FIRE LANE" SIGN AND POST& CURB PAINTING. A _ 3 I1 C A I PAINTING CURB RED WITH 2 COATS AND STENCILED WITH ^ 12.7' 24' 5• 24' R1I¢�••P5 - I EXT'G C RB FIRE LANE NO PARKING" AT EACH LOCATION. THOROUGHLY F+� 4=. A R10' N 1326' 72' 9' S4' q18 (1 ) A J I = CUT & /W (CLEAN CURB PRIOR TO PAINTING. W �i ® q R1o' CHASE J i I �� 7 27 QH•CONCRETE SIDEWALK CROSSING COLORED AND SCORED EXT'G STORM ®` fI �� t� N-I DRAIN OUTLET 4 1i\ 18 1'�, E O / C J�D A E 1�• A E A 6 I �I TRASH ENCLOSURE WITH CONCRETE SLAB AND STORAGE 4821.07 LF - , "' 1.J A 30, •� I L � I (BLDG. SEE ARCHITECTURAL DESIGN FOR DETAIL. ' 19.6' - � � 47• � - DU F E F 30.7' "� 1 3B ® ® ®1098 `_ 12.65�'-L28 W X A A \IC L -73' J OU - L. " �J SA CUT AND REMOVE EXT'G CURB AND INSTALL REINFORCED 6" THICK CONCRETE DRIVEWAY APPROACH PER CITY OF s X " o IBOZEMAN STD DETAIL 02529-12 OR 2529-13.. p� '56'43"W / �� O O - +I N 89'58'34"W R15' R15' N 89'SJ'46"W IHIR'34"W N 69'5fi'22" qp( hd 0 46.48 U mod , s as s94s w Iss 29 93.oz U O 93.ai .9s 33.G2 K RELOCATE EXT'G LIGHT POLE. SEE ELECTRICAL PLAN FOR EXT'G 21" PVC 0 STORM DRAIN O / \ BLOCK FRONTAGE OO QU X \ OU DETAIL. MIXED USE BLOCK FRONTAGE /{ -'� � LANDSCAPED 10 � to A / MIXED USE © BIKE RACK, SEE ARCHITECTURAL PLAN FOR DETAIL. / R25' R25• W w FRONTYARDN w-E T' SIDEWALK w w w w w w w W w "' LANDSCAPED w R SETBACK IEXTG CUg6 & GUTTER �M(OPEN SPACE AREA. 1,877 SE SEE LANDSCAPE SHEET L3.1 0 as as as as as as as a as as as a FIELD ST. FOR DETAIL. EXT'G SIDEWALK 60' R W QN FIRE AND WATER SERVICE, SEE MECHANICAL DESIGN FOR EXT'G 21" PVC 10' UTILITY EASEMENT / SIZE AND CONT. IN BLDG. EXT'G SDMH STORM DRAIN ALONG EXTERIOR BOUNDARY RIM .25.12 "S Jg UNLESS NOTED EXT'G ROUNDABOUT k Jg k J8 , S EXT'G 8" \l S S �0 4" SANITARY SEWER SERVICE. S=2%MIN. INSTALL INV OUT 4821.38 S CLEAN-OUTS AS REQUIRED BY THE C.O.B. STDS. .y 'WATER MAIN- ,5 J8 q k EP j�PR FF,ELG-�0�\NG g �p'C NgFP gs�' BERG G g F�ELG-�0lcl�\NG g O CLEAN-OURTS ASW REQUIRED ER C BY THE C.O.B. S DS.INSTALL M OI0-4 1,0500 GALLON N GREASE INTERCEPTOR. SEE MECHANICAL PLAN (7a GENERAL SITE NOTES: FOR DETAIL. F-I LEGEND ® STORMWATER DRAIN PIPING AND STRUCTURES. SEE GRADING [� OC 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION 7. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES 12, ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS -PROPERTY BOUNDARY AND DRAINAGE PLAN FOR DETAIL. ^ cn n z ACTIVITIES TO ENSURE THAT PUBLIC AND PRIVATE STREETS AND PARKING LOTS IN DEPTH WHICH ARE LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY, BUILDING VALVES, WATER VALVES AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO _ _ _ A h N UTILITY EASEMENT S CONCRETE TRUCK DOCK AND SCREEN WALL. SEE 'J ARE KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE PADS, PARKING LOTS OR OTHER AREAS TO BE IMPROVED. ENGINEERED FILLS MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK, OR LANDSCAPED AREA I� ARCHITECTURAL FOR DETAIL a (~ N MAINTAINED BY ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR TO SHALL BE CONSTRUCTED IN LIFTS NO GREATER THAN 8-INCHES OVER WHEREIN THEY LIE. -ACCESS AND DRAINAGE EASEMENT )' SUBSTANTIALLY LIMIT DUST FROM THE CONSTRUCTION SITE. UNDER NO APPROVED SUBGRADE. EACH LIFT SHALL BE COMPACTED TO 95% OF THE CURB & GUTTER �T ADA RAMP WITH HANDRAILING. SEE GRADING PLAN FOR q a� DETAIL. �y CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW CONSTRUCTION DEBRIS, MUD OR MAXIMUM DRY DENSITY AT +/- 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE 13. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL SLOPES Z GRAVELS TO BE LEFT ON THE STREETS OVER NIGHT. CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR). SHALL BE CONSTRUCTED STEEPER THAN 2H:iV. MAXIMUM SLOPE IN DETENTION PWR UNDERGROUND POWER LINE O BASIN 4:1 mac-FIBUNDERGROUND FIBER OPTIC O LANDSCAPED AREAS. SEE LANDSCAPE PLAN FOR DETAIL 2. SITE CONTRACTOR SHALL SUBMIT AN APPLICATION AND PROCURE A STORM 8. SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE p W WATER DISCHARGE PERMIT PRIOR TO DISTURBANCE OF SITE. REQUIREMENTS OF SECTION 02234 (SUB BASE COURSE) AND SECTION 02235 14, ALL PLANTER AREAS SHALL BE BACKFILLED WITH APPROVED TOP SOIL GAS UNDERGROUND GAS LINE O SITE LIGHTING. SEE LIGHTING PLAN. z [� (CRUSHED BASE COURSE) MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS MINIMUM 6" THICK. STRIPPING MATERIALS SHALL NOT BE USED FOR PLANTER w W MUNICIPAL WATER LINE 3. UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND PAVING SHALL BACKFILL. © SNOW STORAGE AREAS - CONFORM TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, MOST (MPWSS). COMPACT TO 95% OF THE MAXIMUM DRY DENSITY AT +/- 2 CURRENT ADOPTED EDITION. CURBS & SIDEWALKS SD S _SANITARY SEWER LINE _ U PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST X VISION CLEARANCE TRIANGLE W b METHOD (STANDARD PROCTOR). STORM SEWER LINE - F FOUND YPC UNLESS NOTED y GAS AND ELECTRICAL SERVICE. SEE ARCHITECTURAL PLAN 4. CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL 1. UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 6-INCHES • � - SURFACE VEGETATION, TREES, STUMPS, BRUSH, ROOTS, ETC. STRIP WORK 9. A.C. PAVEMENT SHALL CONFORM TO SECTION 02510 (ASPHALT CONCRETE NOMINAL CURB EXPOSURE USED FOR DESIGN OF ALL PARKING LOT GRADES. FOR DETAIL. - �! LIMITS, REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO A PAVEMENT) MPWSS FOR TYPE B MIX. A.C. PAVEMENT SHALL BE COMPACTED TO o CURB CHASE 0!� Z 00 PUBLIC 8" WATER MAIN EXTENSION. SEE CIVIL DESIGN FOR STABLE MASS. ALL BRUSH AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING A MINIMUM OF 92%OF THE THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY. 2. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS IN ACCORDANCE p UNDERGROUND FIBER OPTIC BOX O DETAILS s' OR GRADING SHALL BE REMOVED AND DISPOSED OF OFF-SITE. WITH CITY OF BOZEMAN CURRENT ADA REQUIREMENTS. p STREET LIGHT 10. PIPE BEDDING AND BACKFILL. ALL PIPES SHALL BE BEDDED WITH MINIMUM 48" HIGH CHAIN LINK FENCE WITH 20' (2-10') GATE CENTER "5. FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED TO 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFILLED WITH THE SAME MATERIAL 3. SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES THICK OVER COMPACTED -� ELECTRICAL TRANSFORMER SHEET® .a ON SOUTH END 95% OF THE MAXIMUM DRY DENSITY AT + 2 PERCENTAGE POINTS OF A MINIMUM OF 6-INCHES OVER THE TOP OF THE PIPE PER CITY OF BOZEMAN SUBGRADE AND BASE ROCK. ALL SIDEWALKS SHALL BE CONSTRUCTED USING �11s® /- ELECTRIC METER 1 OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD (STANDARD STANDARD DETAIL 02221-1. PIPE BEDDING AND TRENCH BACKFILL SHALL BE 4,000 PSI CONCRETE. ® FUTURE UNDERGROUND STORMWATER RETENTION FACILITY - ' PROCTOR). PLACED IN THIN LAYERS NOT EXCEEDING 6" IN LOOSE THICKNESS, CONDITIONED BROADBAND PEDISTAL BUILT WITH FUTURE PHASE(S) TO THE PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 97% wv WATER VALVE OWN AND COUNTRY 6. SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE RELATIVE COMPACTION. N © ___ OVER-EXCAVATED AND REPLACED WITH STRUCTURAL FILL. SUBGRADE MUST BE p CURB STOP SITE PLAN INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO 11. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE ® SEWER MANHOLE i PRO SHOWN. JT:18-121 RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES PLACING EMBANKMENTS, ENGINEERED FILLS OR FINE GRADING FOR BASE ROCK. ,0 FIRE HYDRANT EC a DATE:04-30-19