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HomeMy WebLinkAbout002_C1.0-MSP_091018 LEGEND PROPOSED 34 LOT I ' BLOCK 2 \ pNTq LOT 1A 'WIDE SHARED GARDNERSIMMENTAL ACCESS EASEMENT \ Nq FOUND 5/8"REBAR W/1114 INCH PLASTIC CAP(MARKED-GASTON") PLAZA SUBDIVISION I M-1 ZONING \ 0 -w-w-PROPERTY LINE M-1 ZONING � I �; EXISTING STORAGE UNITS Matthew B. o I^ v -ADJOINING PROPERTY LINE - \\ Cotterman w EXISTING ASPHALT --- ---EASEMENT LINE EXISTING DRIVE - I i❑E DRIVEWAY \\Q 15873ES - EXISTING MAJOR CONTOUR LINE 20'WIDE PUBLIC -\` / APPROACH p LITV EASEME \1 �i/.0 !y EO 0J �_____ _ _ ______ ______ __ ____ CENS I S 89°39'36"E 449.98 ary W IWA FpR-LPN ---EXISTING MINOR CONTOUR LINE "« - - - - «-. - -- - »»-sue- --- y0'yO F Q Gya.. rvaw swua fN • - -EXISTING FENCE LINE END OF EXISTING c 'ID CURBBGUTTER F IV ---EXISTING CURB AND GUTTER (BEGIN NEW STREET 6J -- --- - i Gy ---PROPOSED CURB AND GUTTER SECTION TO MATCHenCID F ELEV=93. 50% F EXISTING-PHASE I) " �l 5 a 9 ND= UNDERGROUND CABLE TV LINE Vo p� D= `Sv �TV CABLE TV BOX Z ° tib \\ PROPOSED STORM WATER D 40 80 s - s ,zso ,rso-,zs ,z --Y N RETENTION POND#2 UNDERGROUND COMMUNICATIONS LINE a +zs�zs o o-- -,z"so-,.�'z-soma -.-.. a-- 'Ts s�lr © COMMUNICATIONS BOX .,' y,' y' T �'+ w CONTOUR INTERVAL=1 FOOT u o SCALE IN FEET -t�30' -t-30 '��30 0'- -30_ -I- 3000'-- 3no0' -30 -30.00' 30 0' �apQ o •. *.--+. 5 5-UNDERGROUNDTELEPHONE LINE 30{0'' - 00 os I Ip0 Ip Ipp -t17 ,p (PHASE I) �T TELEPHONE BOX a , \\l ��'C SROW` OVERHEAD ELECTRIC POWER - i\\V_em OYB\ \ �� •• �E ELECTRIC POWER BOX _ \C & 50'WIDE EASEMENT Grp UNDERGROUND ELECTRIC POWER kli / \\ \\ �\ FOR STORM DRAINAGE AND VICINITY MAP .0 UNDERGROUND GAS I " PUBLIC UTILITIES pp POWER POLE E 5 WIDE pUBL ACCESS EASEM T �O „ rn OVERHEAD POWER I 7 I�,�kl m �0jg ZO WIDE PUBLIC - m m " Jo ry _ v `� WATER VALVE LOT 4,TRACT 6 e a x. N 30i o• ° .�. ° ,,,, UTILITY EASE N 1$$E` FIRE HYDRANT GARDNER SIMMENTAL o m WATERMAIN PLAZA SUBDIVISION Uww �wz w,uw tl NOS C0 w? m \;'� \\.... INSTALL 296 LF OF NEW GRASS LINED aw-a°w 4"FIRE SERVICE LINE M-1 ZONING Upz U'Cz 0 wpz U,=uLL. oz ,i O1 DRAINAGE SWALE @ 0.87%SLOPE \ m oyUa m o� m,�� Do y�J w? �. „w w °w WATER SERVICE LINE o,i m m„i ao ze TELEP'y,1ONE BO% _ 'i "LL / SANITARY SEWER MAIN BROADBAN�BOX - jQ y�� ry ��o -�m �gQ .�n p�� CpOz I -ass-a°ae�-es-SANITARY SEWER SERVICE A a m �.U �roz JJ� \ T„ ::I w l mm m e LL m eLL f�l `�J \ F+1 $$ SANITARY SEWER MANHOLE O go O yp O u✓ p g 11 w o'� wo,,c v \ \\ PROPOSED STORM WATER zr mz QCr9v - U_m vv ;� 9 RETENTION POND#1B ­2 1--STORM DRAIN CULVERT Nw � Z. � w� I r~q "z �ma' � K ma III v Nm (PHASE 2) m w w m \ ■ GRATED INLETONz �yo rveuvecl \ •... ,m TRAFFIC SIGN EXISTING DRIVEWAY ,y LL Ua @I LOT !� LL w `_- L LL LL LL LL y ELEVATIONIR INSTALL N EWFIRE v E STING SPOT \ 2S SE-' - r B OCK 2 x(7000) PROPOSED SPOTELEVATION HYDRANTATSTANDRD PROPO D DIRECTION LOCATION IN BOULEAAR 232 741 SQ,FT V/ ® PROPOSED STORM DRAIN INLET - 5 3 3 ACRES r \ 1 III NOT TO SCALE LL SAWCUT / ASPHALT AND IINSNALL " Z END OF STORM PROPOSED STORM WATER BASIN J RRIrAEWSTI RE H DRRICE L Ni 1L-1 \ UN P CONCRETE SURFACING ____ __�_ ___ __ _______._ __ __ ______ __ _______ _ ______ _- - .\ \/ / -- 95t-..... 7 END4692IP�NG A -o,_ --'--u i MONU EN SIGN o / \ y ..- - ... ... .. - P M F �.:I....... _-. ` ^ / ;/ ISTING IE J _JJJ � OOOfff \\ o I PROPOSED STREET LIGHT S\ _ FENCE LINE o` PROPOSED SEWER CLEANOIIT STR MN EO a' remc EXISTING 30 INSTALL OVERFLOW IR GI f@9 380 I OWED STORM#1A SWALE FROM INSTALL NON-RESIDENTIAL 0 - -------------- ------- + -- 1 WNGPOND#1A OVERALL SITE DATA DRIVEWAYAPPROACH IPHASI i WIDE UTILITY EASEMENT STORAG E2) ND#1AT0 POND#iB (SEE DETAIL 2) e �f --^ . _ 1 - / .. •.o r\ ^ E%ISTINGZONING:M-1(LIGHT MANUFACTURING) n�) SERVIC k k LIMIT PH sno� SLAB 070%S@LOPE 3 f 1.,At�i ryti `f• \� M-1 MINIMUM YARDS STRUCTURES FRONT 3' I' •0e o' -_-__--.---__ ��fASE� i SWALE TO t2e RCP SNTORM C O REAR 3' 3 o o /s1 SIDE 3' h sn p FF WEND-�.05,FF_E EmND 94 5 / ? moyali RETENTION DRAIN PIPE ray I--I i 6w remov SWALE 0.72% r PARKING/LOADING-FRONT-20 = ;,rem a !--------------asr� o ... ... tlVIDE )�� jR._ ■Y\\ ftl A REAR&SIDE-0 g E • .may L '- r1RSR.RBCUT {(v\/.`ll/�'1 I■I..I M-1 MAXIMUM BLDG HEIGHT.45 ■• i'- o 'vf/, FL=92.99 28 PH 1 TEMPORARY' Ir■y' AREA OF LOT 2A=232,741 SO FT(230,701 SO FT EXCL.RAN) S -3936"E r ry r CONSTRUCTION AREA OF LOT 3=126,58550 FT EAST SIDE OF SIMMENTAL WAV TO I DUMPSTER r rwrvoscaae wArr o P� BE WIDENED WITH CURB AND GUTTE ,. a------------! AREA OF PAVING 139382 SQ FT(390%) - aen rvc Faomz@ y N C bZ m \ � � ' (THISPROJECT-PHASE I) ° ro pnT s.ErvO w ^l AREA OF SIDEWALKS=11 137 SQ FT(3 1%) ! "'7y\7• �I SEE DETAIL 4,C1.0 AREA OF BUILDINGS 97,8505Q FT(274%) AREA OF LAWN/LANDSCAPING-108,917 SO FT(30.5%) LOT 2,TRACT "' " `, 0 20__- I PERCENT SITE COVERAGE=69.5% GARDNER SIMMENTAL �2600�- 0'--t�24.00'-+�-36 -24.00'--t�36 0'-i-2400' FLOOR AREA RATIO:FOOTPRINTS=97,850 SO FT PLAZA SUBDIVISION Q 1 s eS " LOT SIZE=357,286 SO FT = X ¢ Ij� - ,6 I / PHASE I SITE DATAAR-Dz7 PHASE SITE DATA M-1 ZONING BIKE RACK" 5,553 Sq.FT.FOOTPRINT O LEY= ] t z AREA OF PHASE 1 155,771 SQ FT AREA OF PHASE 2=86,967 SO FT /j �jj fir � 6R WIDE EASEMENT u W AREA OF PAVING=87,6715Q FT(43.4%) AREA OF PAVING=46,7365Q FT(53.7%) w o o v OR DRAINAGE SWALE PROPOS ( -I,TELEPHONE Box OFFICE BLDG = '- v _ _ N s o i PROPOSED MAIL AREAOF SIDEWALKS-3,200SO (0.29. AREA OF SIDEWALKS-3,487SQ FT((17.9 h / sa ° y &PUBLIC UTILITIES AREA OF BUILDINGS-46,2005Q FT(29.7%) AREA OF BUILDINGS=15,55350 FT 17.9%) v /OUNTED HANDICAP (PH 2)ON 30'WID-DRAINAGE gM 9,Sao SO.FT FOOTPRINT / v F.F.ELEV=97.94 • ^ ^ AREA OF WWNAANDSCAPING=41,594 SQ FT(26.7%)AREA OF LAWN/LANDSCAPING-21,191 bQ FT(24.4%) �� / PARKING SIGNSOIYP) BOX LOCATION I I s' 0 o EXISTING P D RAMP c aimed ILITV bEMENT • t `(\ PERCENT.SITE COVERAGE-73h PERCENTSITECOVERAGE=75.6/= •{S p i i t v TOINCLUDE BE CURBDIFIED RADII op --- _-- -___ _ cross-walk FLOORAREA RATIO:FOOTPRINT=46,20050 FT FLOOR AREA RATIO:FOOTPRINT=15,5535Q FT -- - - AND TRUNCATED DOMES„I i ' PH 1 SIZE=155,7]1 SQ FT PH 2 SIZE-86,967 SO FT I � ICE � 1 ;b'PTE S R�✓ICE '---' i i �,, .f,�+ �i F.A.R.=0.30 F.A.R.-0.18 (THIS PROJECT 4"FIRE SERVICE LIN .-. !� -• i 0 4'SCWER SERV - PHASE 3 SITE DATA PHASE 4 SITE DATA Z - �34° ���� i � .. 4 _ / D".._. t_... ,PROPOSED STORM WATER ■■■■ • -- ,t i v\`\ RETENTIONPOND#3 AREA OF PHASE 3=22,2895Q FT AREA OF PHASE 4-92259 SO FT .- - - � AREA OF PAVING=2,909SQFT(13.1%) AREA OF PAVING 22066SQ FT(239%) BOOT HILL q "teTVISI�w�w �w20 E Cw�°w wow w w w ,;, vs Vic¢ v (PHASE 4) `.T■� AREA OFSIDEWALKS=2,584SQFT 11.6% AREA OF SIDEWALKS-4760 SO FT 52% ti STREET VISION UTILI EAS ENT pH2TEMPORARV - tih' .STALL I' ( ) ( ) COURT -� IAFS-s-ss�•ss�°ss-rss�ss�-ss�NesSTRUION ss ss Is V, FLR 96.07 \ \t\\ ••o"'°"` ^w O AREA OF BUILDINGS=9,8105Q FT(44.0%) AREA OF BUILDINGS=26,287 SQ FT(28.5%) SS PROPOSED DUMPSTEREET VION 4 W`� U AR EA OF WWNAANDSCAPING=6,9865Q FT(31.3%) AREA OF LAWN/LANDSCAPING=39,14650 FT(42.4%) b .STREETLIGHT BOOT HILL COURT TRANGLE 'as a BENCHMARK: % H 'r .as, fey„ ROPOSED MAIS =w. lomo PERCENT.SITE COVERAGE=68.7% PERCENT SITE COVERAGE=57.6% ARROW BOLT,HYD#1177 !; ___ _ _ fey„ ,,BOX LOCATION E3 RD SIGN FLOOR AREA RATIO:FOOTPRINT=9,8105Q FT FLOOR AREA RATIO:FOOTPZE=92,59S F FT _ j '" �/n/q• � (PH 3) a �`' \� -} ISTING BILLBOATED) ELEV-4,701.91 «_ \s `P O sa j�`Pn IT BE RELOCATED PH 3 SIZE=22,289 SO FT PH 4 SIZE=92,259 SQ FT /���/ F.A.R.=0.44 FA.R.=0.28 ^'y� •\,P�4eo• A � l• " < INSTALL NON-RESIDENTIAL ,�' �o =O1N ib/ v� EXISTINV "CULVER r� I �g DRIVEWAVAPPROACH PER EXISTING 1 &4'WATER \ \ �\' �.jti�� \ � I-; ^ TO B N Pr CE,, - 5 COB STD DWG NO.02529-12 SERVICE LINES TO BE REMOVED \,Z-i. �v%i w PARKING CALCULATIONS o (SEE DETAIL 2) BPLUGGED/CAPPED AT MAIN LOT 4,TRACT 7 y z (PHASE 2) BLOCK 2 0� Phase Church Parkin Assembl Areaw/outfxed seats=3,880W 15%=3.300 tP=7=471 occupants - z STREET VISIO 1 ( 9): y pan 126,5855R S A vgmnRoom-toaorP-1s%-65oa' zo a2oxgpants GARDNERSIMMENTAL � � y TRIANGLE \ I y\ �q W Classrooms-2300 ft"-15%-1950 ft' 20 97 occupants PLAZA SUBDIVISION w LOT 1A INSTALL NON-RESIDENTIAL \� I \•\ 4"S RBERVICE 2.9D6 ACRES Nursery=444 tP-15%-37711120 19 occupants W DRIVEWAVAPPROACH PER ' I (PHASE 4) 9 Fj-•i A Icy O M-1 ZONING BLOCK 1 COB STD DWG NO.02529-12 y + Total Occupant Load 629.-pants M-1 ZONING (SEE DETAIL 2) '\ `\ se �.c°n a�-... 00 vx Q O H E-I p EXISTING 1"WATER ` ` _H1y^A_00 v\\4 / \ 0 629 occupants 6 1..spaces requlretl Hy SERVICE LINE TO BE REMOVED % /. / `/ O 6 Accessible spaces requlretl f %J, U] &PLUGGED/CAPPED AT MAIN Phase 2 spaces provltletl-112 - (PHASE 4) PARKLAND STATEMENT TEMPORARv �q'-t"2b c,P_y. �/ N F Phase 3 Office Building: Bldg Sq.FL-11 925 fl'z 0 85-10,135 ft' °. CONSTRUCTION ' pace per paces regmre THIS IS A COMMERCIAL PROJECT WITH NO RESIDENTIAL COMPONENTS. , vv A U i s 250 fi° 40 s tl e DUMPSTER \ 5. K W /I PARKLAND DEDICATION IS NOT REQUIRED. se ;V SERVICE LIN 2216 BDOthIII Court �\ U O Phase 4: Gym Space-20,830 ft'x 85%-17705 ft"/200-88 required 20' I E UBLIC � + 1"WAT RSERVICE ' \\ U Meuanne-1,000 lP viewn 6s%-asorc/zoo-ore Bred AFFORDABLE HOUSING STATEMENT � � �� ASE4 oK�B FITNESS FACILIT � �9x q UTILI MENT ) Lease Space=4976 85`4 423a R'/250 17 requ retl THIS ROPOSEROJECT DOESNOT FORDABLNCLUDE E HOUSINGRESIDEN IAL PROJOMPONENTAND IS �^® p gMe�.q/' "6.28750 FT FOOTPRINT' x \\ rar.,n� a Phase4Tolal 109 required NOT APTER38,ASANA TICUE3ORDABLEOZEMNGPROJECTAS LCODE.DEFINED STREETVISION / %' FF ELEV 9884 vx ,\ W IN CHAPTER 38,ARTICLE 340E THE BOZEMAN MUNICIPAL CODE. /\ Total Bike Parking Requ retl 109 x 10%-11 Spaces = TRIANGLE Total B ke Park ng Prov dad 21 Spaces �+ INSTALL NON-RESIDENTIAL ../ •� \' y a The 10 extra b ke parking spaces will be covered&a public DRIVEWAYAPPROACH PER shower is prov dad on site.This will allow for a 5 parking space COB STD DWG NO.02529-12 reductorl (SEE DETAIL 2) F j �Total Phase 4 Parking Required-104 spaces Phase 4 Parking 50 spaces EXISTING DRIVEWAY\ \ \ r 5F t v �The rams nrng 54 spaces w II be prov idled through a sharetl t / �`A6 O perking agreement with the Church ' kN� o20 WIDE PUBLIC - - - ry - UTILITY EASMENT REV. DATE GENERAL NOTES: �- �� 1. ALL CONSTRUCTION SHALL CONE RM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. \ \� �a LOT 4,BLOCK 9/6/t8 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. 3 11 �0. 3. TYPE I OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. e LOT ZA \ 1 111 �� LEWIS&CLARK z 4. TRENCHBACKFILL SHALL BE TYPE A,FOR ALLAREASTOBEPAVED. I BLOCK1 i '� �^ 5. T E INSTALLATION OF THE SANITARY SEWER SERVICE LINE FROM THE EXISTING SERVICE STUB TO THE BUILDING IS THE b� COMMERCIAL SUBDIVISION RESPONSIBILITY OF THE DEVELOPER. 1 ZONING 6. THE INSTALLATION OF THE WATER SERVICE LINES FROM THE EXISTING SERVICE STUBS TO THE BUILDING IS THE RESPONSIBILITY M- \ '� /^'/^ M-1ZONING DRAWING DATE: OFT E DEVELOPER. E G 1$ 7. ANAPPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE MUST BE INSTALLED FOR EACH NEW BUILDING SHOWN,PER CITY \ 9 V OF BOZEMAN REQUIRMENTS. 8. CONTRACT OR TO FIELD VERIFY LINE AND GRADE OF EXISTING SEWERAT SERVICE CONNECTION POINT TOVERIFYADEQUATE \ \ IS Ea � 1 FALL FOR SEWER SERVICE. 9. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS OSHAAND ALLAPPLICABLE SAFETY '& SHEET REQU 10. GROUND MOUNTED MECHANICAL EQUIPMENT,INCLUDING,BUT NO LIMITED TO UTILITIES,AIR EXCHANGE CONDITIONING UNITS, 11` TRANSFORMERS ANDOPAQUE SOLID WNOT ENCROACH TELANDSCAPE REQUIRED ATURES ALL ROOFTOP MECHANICAL EQUIPMENT 100 SCREENED WITH AN OPAQUE SOLID WALL AND ADEQUATE LANDSCAPE FEATURES.ALL ROOFTOP MECHANICAL EQUIPMENT SHALL BE INCORPORATED INTO THE ROOF FORM OR SCREENED IN AN APPROVED ENCLOSURE. 11. PROPOSED DRY UTILITY(ELEC,GAS&COMMUNICATIONS)LOCATIONS SHOWN ARE PRELIMINARY.CONTRACTOR TO COORDINATE FINAL LOCATIONS WITH UTILITY PROVIDERS. #TRoTr,