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HomeMy WebLinkAboutC1.0MSPSite Plan_011421 I II ,�0 N .L k0 \.1,\i \N • 0� g SOP �\n�\ A gS0 SvgR o000 OR SG.R �JipN\N EXT'G A ER ti0 z M m M M AIN Q V U U U x x _ a 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 0 w w w w w �i SCALE m - - MIXED USE - EX CURB CURB - LANDSCAPED_ & GUTTER _ FALI,ON ST. _ 12' P.U.E. � w a w w 60' R/W BLO g S CK FRONTAGE - " U 1s, 3W 60' > > > R \ / SIDEWXT'GALK 3 X� X 10' REARYAD MIXED USE " w w w SETBACK Z LANDSCAPED _ o > z> > PROPOSED RELOCATED R25' U - --- U PROPERTY LINE p_ o 0 0 _ (TYP ALL EXTG LOTS) I� w w w w R25' .4 �1 _ a a a a it).1).•. 80.94' 215.61'•• - 86.35 91.91' 116.92' Z o 0 0 0 G-FI -FIR IE-T�,1G-FI G-FIB uG-FIB uG-FI,, uG FIB uG-FIB uG- EXTG 21" -�L- - - - - - - -_CFI _ STORM - OSD ID sD D _ �� �SD _ e �� 5 --- G -_ - - F.�--mac-FI - A ROW BOLT > >> - F �rll 95 -�S0 SD SD R rn FI=SIG_ GFIB-DRAIN Y 28 W �-36' 0 OW 80 -�------ 1 E EV=4826.715 3o.z' © 6 18, A I 26' D I C �g 5 B 8 10 A� " EXTG STORM I I R 22.3'�® E I A I D O A E A O E I 60 I I I I w n a DRAIN OUTLET J I k RIM 4820.07 I RECONSTRUCTED I 5' T 54' -,}• R70' / 52 45• g• g0' A y k0 STORM WATER 7 24' R70' I 1 1 D PHASE I I I U gyp"\Jg SQ RETENTION 1 I LINE y FONT AN9 S g I BASIN.SEE I 1 OR G' GRADING 28.5' V I R70' V A V A Ph\N ON\N PLAN FOR 18.7' 1 E - I ewCHRIs G. ti I I 9 QU 1 �'° QU U �U n' I so F EXT'G 'CUR DETAILS DETAILS DU 15.T (, Y• I I I & GUTTER I oers ae 3• , ® E 63' A 9 9 A 9 9 9 9 6 �O Ill 5' SIDEYARD A SETBACK I I - �© -d'-za'-,P-zo' 20'-,�za' zo' zo' za I MIXED USE U 10' 0 10' ia' FUTURE BLDG I I � A BLOCK FRONTAGE 1e 24' 20' zo' 30' 01 30, 16' PADSTTE I E LANDSCAPED 10' UTIL _ EASEMENT f l- , A I C I E E D DRAWN BY: CGB R z.z' ' 6, A 9 C © G E T E 0 ETBAC KARD REVIEWED BY: BLB S PROJECT ENGINEER:CGB 34. I \.O SVg�J DESIGNED BY:CGB N. I RECONSTRUCTED PROPOSED I D A I F \ N\NG m I I STORM WATER I E of O o n BASIN.SEE V H 2 SEE TOWN& 21.4' 84• A 6' I V S A p D V A D S �54.' a' A R� L J - ® U H D U D D H - PLAN FOR I COUNTRY C O U C U 19 3 GRADING N Q DETAILS I FOODS STORE D C C PROPOSED LOT H U N 6' I 0 6• U H U C 0 n' NE RELOCATION o I F D 6 D I °G s'sIDEVAIiD 123'© P 6 " 6 6 6 6 6 A 9 6 sa. 0 Jg ki SETBACK F O S I C E A BEY NOTFB Q s� G E pIN SE A I �O 6" CONCRETE CURB & GUTTER. u o g { \NON\NG, c� 54' P E 54' ` f E 54, 11 9U I Imo, QB 18" WIDE CONCRETE SWALE 10 I I I D E I D 811 E 6 U © 4" THICK, CONCRETE SIDEWALK WITH BROOM FINISH. PROPOSED "I 1Q' 10' R45' SLOPE=2%(MAX). INSTALL IRRIGATION SLEEVES AS REQUIRED. RELOCATED V P A (TYP) V V PHASE I FUTURE PHASE EXTG I PROPERTYI N >E L v I3 76 98' o'o A I lob O 0 g.IMROVEMENTS IMPOROVEMENTS s4 I I I T I 0 CONCRETE RAMP. TEXTURE SURFACE & SLOPE TO MEET a PROPERTY LINE (TYP) 'y� A.D.A. & CITY OF BOZEMAN SPECS. ® h�-1 LINE TYP F� ( ) I 10 3 ill . . I© E A H D A A A P I I I I b 0 4" WIDE YELLOW STRIPING - 2 COATS 1� 12.7' 24' 5 24' R.5 EXTG C RB r OPEN SPACE AREA: R70' ( ) A I I CUT & W 0 "ONE WAY ONLY" & "ONE WAY ONLY- DO NOT ENTER" CF] W is 72' 9' 54' 9' 64 / SIGNAGE AND POST R I I I 1 877 SF PATIO y® A 7 zT A Rto'`� T CHASE EXTG STORM 31 INDIVIDUAL SEATS (�., - �`\ q © "ri NO PARKING FIRE LANE" SIGN AND POST& CURB PAINTING. W O DRAIN OUTLET - J `T' - E 0 / `I D I A E A E 18 6 A I E 6 I _ PAINT CURB RED WITH 2 COATS AND STENCILED WITH "FIRE �I 4821.07 ''" a 18 1 19:' C \ t� A LANE NO PARKING" AT EACH LOCATION. THOROUGHLY CLEAN c ' ). e21 A X A A 30'A ~� IO I 4 'p I I = CURB PRIOR TO PAINTING. -pI F 3 F _ i 12s',k 28'-W �/ O-73' 7 L.- _j 109 L_-- _ �iG -------- 0 0 CONCRETE SIDEWALK CROSSING. COLORED AND SCORED p l.I _ �^^ � _24.8' bd 9'S6'43"W \ ;{ 0 -� R15' \N TRASH ENCLOSURE WITH CONCRETE SLAB AND STORAGE 3"-� N 89'sa'34"w R15' N 69'5l'46"W 89's9'34"L. N ST 622" BLDG. SEE ARCHITECTURAL DESIGN FOR DETAIL. L` 46.48 ENTER 5 99'S946 W 165.29 93.2 O O 93.4J .96 33.02 EXTG 21" PVC STORM DRAIN U / \ BLOCK FRONTAGE SAWCUT AND REMOVE EXTG CURB AND INSTALL REINFORCED MIXED USE BLOCK FRONTAGE 6" THICK CONCRETE DRIVEWAY APPROACH PER CITY OF z 10 J , X MIXED USE BOZEMAN STD DETAIL 02529-12 OR 2529-13..LANDSCAPED E T�SIDEWALK �' A v� R25' �, FRONTYARD � - w w w w w Res' w w N w- w w w w w w w LANDSCAPED SETBACK �EXT'G CURB & GUTTER R Q RELOCATE EXTG LIGHT POLE. SEE ELECTRICAL PLAN FOR OS as as OS OS OS OS 0 OS OS O EXTG SIDEWALK S 0 60' RW FIELD ST• DETAIL. EXTG 21"' PVC 10' UTILITY EASEMENT / © BIKE RACK. SEE ARCHITECTURAL PLAN FOR DETAIL. EXTG SDMH STORM DRAIN ALONG EXTERIOR BOUNDARY RIM 4825.12 'S J0 UNLESS NOTED EXTG ROUNDABOUT k Jg k Jg �M OPEN SPACE AREA. 1,877 SF. SEE LANDSCAPE SHEET L3.1 INV OUT 4821.38 ���"gS EXTG 8" k `l� C`� ��\,R S FOR DETAIL, O� N-tt-�PXm'ti -WATER MAIN- N,5 SJg FPS"^� P F �gRGJ�QN\NG O,\ �PE�gS•y �gRGJel ��r\\NGJ��NNG g O SIZE AND CONTE AND . INEBLDGE. SEE MECHANICAL DESIGN FOR M GJSN\NG F �0 6" SANITARY SEWER SERVICE. S=2%MIN. INSTALL b FgR -LO CLEAN-OUTS AS REQUIRED BY THE C.O.B. STDS. q,A Fi.l W © 6" SANITARY SEWER SERVICE. S=2%MIN. INSTALL IFy GENERAL SITE NOTES: LEGEND CLEAN-OUTS AS REQUIRED BY THE C.O.B. STDS. Fty op 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 ® 1,500 GALLON GREASE INTERCEPTOR. SEE MECHANICAL PLAN 1Y1��i t_ 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 FOR DETAIL. �-4 A h N 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 UTILITY EASEMENT 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 ® STORMWATER DRAIN PIPING AND STRUCTURES. SEE GRADING s J'kj pq O SUBSTANTIALLY LIMIT DUST FROM THE CONSTRUCTION SITE. UNDER NO APPROVED SUBGRADE. EACH LIFT SHALL BE COMPACTED TO 95% OF THE CURB & GUTTER AND DRAINAGE PLAN FOR DETAIL. 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 a 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 Q CONCRETE TRUCK DOCK AND SCREEN WALL. SEE p O BASIN 4:1 ARCHITECTURAL FOR DETAIL 2. SITE CONTRACTOR SHALL SUBMIT AN APPLICATION AND PROCURE A STORM 8. SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE � UNDERGROUND FIBER OPTIC G-FIB ra 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 ADA RAMP WITH HANDRAILING. SEE GRADING PLAN FOR 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 DETAIL. - 3. UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND PAVING SHALL BACKFILL. CONFORM TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, MOST PERCENT COMPACT TO 95% OF THE MAXIMUM DRY DENSITY AT D-6 2 S _SANITARY SEWER LINE �U LANDSCAPED AREAS. SEE LANDSCAPE PLAN FOR DETAIL V PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST (-4 CURRENT ADOPTED EDITION. CURBS & SIDEWALKS SD STORM SEWER LINE V SITE LIGHTING. SEE LIGHTING PLAN. b METHOD (STANDARD PROCTOR). O - � (� 4. CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL 1. UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 6-INCHES FOUND YPC UNLESS NOTED © SNOW STORAGE AREAS - v' 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. CURB CHASE O � 0000 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 VISION CLEARANCE TRIANGLE 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 ® UNDERGROUND FIBER OPTIC BOX � OR GRADING SHALL BE REMOVED AND DISPOSED OF OFF-SITE. WITH CITY OF BOZEMAN CURRENT ADA REQUIREMENTS. STREET LIGHT YQ GAS AND ELECTRICAL SERVICE. SEE ARCHITECTURAL PLAN 10. PIPE BEDDING AND BACKFILL. ALL PIPES SHALL BE BEDDED WITH MINIMUM 0 FOR DETAIL. 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 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 ELECTRIC METER PUBLIC 8" WATER MAIN EXTENSION. SEE CIVIL DESIGN FOR 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. DETAILS �1s® PROCTOR). TO THE PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 97% 6 PLACED IN THIN LAYERS NOT EXCEEDING 6" IN LOOSE THICKNESS, CONDITIONED BROADBAND PEDISTAL ® 48" HIGH CHAIN LINK FENCE WITH 20' (2-10') GATE CENTER 1 OWN AND COUNTRY RELATIVE COMPACTION. N WATER VALVE ON SOUTH END 6. SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL CURB STOP % MSTR SITE PLAN OVER-EXCAVATED AND REPLACED WITH STRUCTURAL FILL. SUBGRADE MUST BE FUTURE UNDERGROUND STORMWATER RETENTION FACILITY - o INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO 11. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE ® SEWER MANHOLE ® BUILT WITH FUTURE PHASE(S) % PROJECT:18-121 OR FINISH CONTOUR LINES PLACING EMBANKMENTS, ENGINEERED FILLS OR FINE GRADING FOR BASE ROCK. RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/ S SHOWN. FIRE HYDRANT © --- DATE:04-30-19