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HomeMy WebLinkAbout19th Capital Group LLC Tract 1A COS 2008A - Crowley Fleck Building LEGEND WEST KAG ULEVARD s W Q a 9 r r ® MARK A. uloaoo EXISTING SPOT ELEVATION G Qw o �+ CHANDLER x(100.00) �� e , No. 951BES PROPOSED ASPHALT SPOT ELEVATION �Raoe R,.�66) 4g EXISTING EDGE OF ASPHALT �yw� 'FfCISTtQ``� x(100.00)s PROPOSED SPOT ELEVATION (SPILL CURB) ' (R) RECORD DISTANCE OR AZIMUTH rs -- ----- � I a P,iC/�9p� (M) MEASURED DISTANCE OR AZIMUTH I-E - `._- 090'20 34(R&M 0313 0313 0313 z ---------- - - - - - - - - - - _ 151.43 STA. 12+83.44 FOUND J" REBAR WITH 1}" PLASTIC CAP 1 _ °g» 78.74 LEFT W Sheet 1 0f 4 MARKED (C&H ENGR #9518ES) OR AS NOTED. �"� ��r'c➢. m m SET J" REBAR WITH 1 }" PLASTIC CAP �� m o a p O MARKED (C&H ENGR #9518ES) �7 Existing 45' wide Public Street and `� C �^ LOT BOUNDARY s\ (18.35) Utility Easement per Film 179, P. 2140 wN C SURROUNDING PROPERTY LINE - - - -\\ - - - - - - - 25' SETBACK- - - - - - - - 65 6212L FT 84 o t - - -EASEMENT LINE �� ucE EXISTING UNDERGROUND ELECTRIC LINE M9� x\ z_ 7 , OHE EXISTING OVERHEAD ELECTRIC LINE \� (18.00) \AG�30, m p wJ N GAS EXISTING GAS LINE - cG ��C sal c17 ~ N E - DST -EXISTING FG UNDERGROUND NE LINE O EXISTING FIBER OPTICS LINE I -\ r\ \•u\ w\ \gCFss�q m I w d "-"-EXISTING 8" WATER MAIN \ \ �qQo \\F9 "S�. "J I O w -a-s-EXISTING 8" SANITARY SEWER MAIN x EXISTING FENCE -w-"- PROPOSED 8" WATER MAIN \\ y\K O 49'y STORM WATERP PROPOSED 8" SANITARY SEWER MAIN RETENTION OND 1 \\ s\�.\ g u PROPOSED SANITARY SEWER SERVICE - DEPTH=1.5 FEET PROPOSED WATER SERVICE AREA 0 MID-DEPTH=2,730 Sq. Ft. PROPOSED FIRE SERVICE VOLUME=4,094 Cu. Ft. \ - \ \ tA� ®off � a ® EXISTING SANITARY SEWER MANHOLE - BOTTOM OF POND=4916.25 I\ �• / ELEC EC LEC ELEC II CURB CUT _� PROPOSED SANITARY SEWER MANHOLE EXISTING FIRE HYDRANT _ - w y� PROPOSED FIRE HYDRANT NEW LAY-DOWN EXISTING WATER VALVE 4sis o _ CURB & GUTTER � I �a PROPOSED WATER VALVE EE DETAIL 8/C1.0 2700 ci PROPOSED BIKE RACK 1 �_ TRACT 1 A 0I © PROPOSED ROOF STORMWATER PERCOLATION BASIN F a COS NO. 2008-A Ci ® PROPOSED GEOTHERMAL WELL (18.79) .ri B-2 ZONING (CITY) 01 Ip it V - �•/ �I� LOT 2A (19.,�3)s g� 131,599 SQ. FT 0 V 9'w 3.0211 ACRES BASIS FOR AZIMUTHS FROM NORTH:SURVEY NO. 2008A MINOR SUBDIVISION N0. 191-COUNTY .ml [N45'CERT10000'E]FICATE FBEARING COMPUTED FROM elP R. Acker ) 7 •eti� �I 'll A-S ZONING Sven Acker 3� AZIMUTH SHOWN g Li LEGAL DESCRIPTION o 3 C. 3+0.00£ TRACT 1A,CERTIFICATE OF SURVEY Na.2008A w 0_in - SE 1/4,SEC.14,T.2 S.,R.5 E.OF P.M.M., ^1 000 1 CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA Q W BENCHMARK 330 TOP OF HYDRANT ARROW BOLT(#1557) ELEVATION=4920.20 FEET (NAVD88) W• 010 £ O BENCHMARK RON SITE o 8 o N ROW BOLT 0 NEW LAY- OWN NEW LAY-DOWN ELEVATION=4925.79 FEET O '" (NAVD88) O CURB 'GUTT O 1 (19.�2) 1(19.�3) 20.55 20.82 21.58 (22. 1 k £ 19.98 20.44) (20.98 21.48 \ m l DRAWING LIST 0 0 C1.0-OVERALL SITE PLAN U 100.47 w� w C2.0-SANITARY SEWER PLAN&PROFILE Scale In Feet ¢ w (20,�1)S (20.9F)w (2 w )S2®Z+�O)S (22.60)S w C3.0-WATER PLAN&PROFILE z s C4.0- DETAIL SHEET 20 0 20 0 W £ J 48)S (22.60) (m2.50(22.73) (2S8 PPI Y WELOTHEL MAL I y Q s a s ow Q Scale In Meters --------- -- z �I Contour Intervals: 1 Foot o ` . I _ J O z 4g21 � '"4+0.00 rn _y ^ fF'•1r/•I r � Cz GENERAL NOTES o U (23 o)s (23.73) 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, E z Q 777 MPWSS SIXTH EDITION, APRIL 2010 AND THE CITY OF BOZEMAN (22;0)S \ .01 (23.60 3s7) I /fir Z MODIFICATIONS TO MPWSS SIXTH EDITION, MARCH 2O11. �y Q �3 �1. rl C 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT J f �s; HYDRANT ARROW BOLT \ > o a J _ - STA_1D00.66-- J G THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. / `` a ELEVATION=4925.79 FE 9? g g I..(NAVD88) a rn o `'a 65.62' LEFT �J,f 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER, WORKING;/ RUN FULL CURB FOR 1 LF �r m`q ' ` O DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE i AFTER CORNER BEFORE 23sz S w z.4z s (za.o6) (z3g7)s I- c, v PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT DROPPING CURB (TYP.) a CONC. 2492 (2479) (2a.z9 <<la AND MATERIALS BY THE ENGINEER. NEW INJECTION R 1 I (3.65 S - -- f -- - (24.06) I - a T�1 m INJECTION ILL '� 10 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF NEW 12" CONC. E •�, ;25.13) I. CONSTRUCTION. DRAINAGE CHASE �� 24.4 .285 39 5' CONC. WA �w r (24.20) 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING AND WATER I� a DEPARTMENTS 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. 24. 15 2.ao 4.01) (2 (4. _ 25.13) (2495) 20• 3' 1) LL 25.3 C NC. (24.75 (2475)S r 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. 7 .50 24 n) (2 ae) (25.13) (za. 1) E CON WAL 7. TRENCH BACKFILL SHALL BE TYPE A. PIPE BEDDING SHALL BE TYPE 1. T . (25.13) 102.83 U m 483)S (R4.25) z -�"ems z5.12 8. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. I �y MATC IE ISTIN 9. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY SHALL BE � Na ^6" s+o.00�s III CROWLY FLECK BUILDING ��7 I URB UTTER OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. - U g FF\ELE1=4925.15 z I9 N \a' ' la 10. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITIES AT CONNECTION POINTS. 4.s7)s (CONCRETE-SLAB ON GRADE) U �, MODIFY EXISTING APPROACH AS SHOWN 11. CURB RETURNS SHALL BE 15' IN RADIUS AS MEASURED FROM TOP BACK OF CURB. T 25.3 S 10750 475) (24 3) RUN FULL CURB FOR 1LF r 46_ p (5.00) Drawing Date: 01105115 AFTER CORNER BEFORE a x CONC. (s o`s 12. CURB STOPS SHALL BE INSTALLED 8' PAST PROPERTY LINE OR EASEMENT LINE. q DROPPING CURB (TYP.) kmti (2.11 ; (z5. )sz s zs.00 13. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA (zs.1 (z4.a)s (z.3o)s REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS EMPLOYEES _ _ _ - ' 8 PARKING SETBAC4� _ - p � la 5.36 36•DROPPED CURB AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. 135.47 s O �; 5' SETBACK ' - �� STA. 8+95.67 _+E.23 1D4.94 / (2#.30)MATCH EXISTING $2.47 14. PROPOSED GAS ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE. FINAL SERVICE LINE /� 322.83 S. LINE OF SE 1/4,1,SEC. 14, T. 2 ., R 5 E. 0_l��.M ro a.:n •_ 60.00' LEFT LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF APPLICATION FOR SERVICE. �._/ A ' \ SITE GRADING AND DRAINAGE PLAN -z7o79'25• C100N�,+�, C1.0 I �N 9'*19'25W] SCALE: 1"=20 / M AS-BUILT: 11/12/2014 #13205 6ROPOSED CROWLEY �iOFjq'v9 r \\\4 FLECK BUILDING 2.5"GEOTHERMAL SUPPLY LINE / {} {} /$ INSTALL 4"SEWER SERVICE PER �a MARK A. d s COB STD WG NO.02730-2 STA:4+89:36 CHANDLER / INSTALL 4"SEWER SERVICE PER .STORMWATER DRYWE OFF:28.44E No. 951BES 45 45 COB STD DWG NO,02730-2 ; STA:23.8 28 OFF:23.85E 30'SEWER AND WATER n ; s r IS TMAIN EASEMENT NEESi 3 - - NEW 8"WATER MAIN w w Sheet z of 4 �LL w w o w ; T INSTALL 8"SANITARY SEWER MAIN 9.5' I~ I L cYi o w o /w �4 - - - INS 5+37.3 INSTALLS"END CAP � o ` N N I CQ .00 (THERMAL SUPPLY LINE INSTALL 4"SEWER SERVICE PER 2.5"GEOTHERMAL TION NE AND CWELL C COB STD DWG NO.02730-2 yp[ STA:3+37.46 w OFF:23.5OR n _ _ttgg7711 30'PUBLIC ACCESS AND UTIL. EASEMENT STA 1+13.5 � w— --s TwTOJD slue— STORM WATER REMO IX.4"SE CE 1 M M M RETENTION POND 1 DEPTH=1.5 FEET ss g/ / ® MID—DEPTH=2,730 Sq. Ft. y ss s —ss —s —ss ss VOLUME=4,094 Cu. Ft. N W IX. "SANI RY sEWER N / BOTTOM OF POND=4915.75 N_ — — — �ENCH K: Scale In Feet W A OR- H9'6RLlROW BOLT ---- - — — — — — — — — — i 20 0 20 IX.SSMH 1557 _N RIM ELEV=4917.64 y a (# ) � EASEMENT/SETBACK(TYP.) F.L.N=as12.33 0� ILEVATIO =492 20 EL7 F.L.S=4912.43 mN (NAVD88� 6 0 6 ,o. PROPERTY LINE _-- o} Scale In Meters rA Y% 492 55 a9`1Y`21., 4925 9y / W x �'y 9Spry �0 GEOTHERMAL XING 492 F' `� 4920 i F FY' PROPOSED GRADE � / 1.4 i GEOTHERMAL XING �- -� O EXISTING GRADE STA 5+37.3 /\ 4.0'MIN. OVER INSTALL 8"CAP /(F,�) (INSULATE) FL=4915.19 Z 114'of 8"PVC O 0.40% U 491 188'of 8"PVC O 0.401 1 114'of 8"PVC O 0.40% r�. C� 8" C 40R ^ G EXISTING 8" PVC 5.5. ® 0.40% _ _ Ili, LU INSTALL 4'W X 2"THICK RIGID F INSULATION O FROM BEG.OF PIPE(STA 1+13.55) O STA 3+60.00 M T l W STA 1+13.5 v CONNECT TO EX.8"STUB FL=4912.89 491 4910 EXISTING GRADE PROPOSED GRADE 490 4908 I� OJ r 6 r ro m� O N N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 Drawing Date: 01105115 SANITARY SEWER PLAN AND PROFILE CIO C2.0 SCALE: 1"=2U'HORfIONTAL, 1"=2'VERTICAL AS-BUILT: 11/12/2014 #13205 \\ ALL 4"FIRE SERVICE STA.4+40.00 OFF: 15.00'L 2.5"G THERMAL IN \ SUPPk�LI " VA INSTALL 1°WATER SERVICE PER D d COB STD DWG NO.02660-6 MARK A. STA:2+39.46 OFF:24.65'L PROPOSED CROWLEY CHANDLER INSTALL 4"FIRE SERVICE LINE STA:2+40.8fi'OFF:24.23'L STORMWATER DRYWE STA:4+53.09 OFF: 18.00'L FLECK BUILDING , No. 9518ES COB 5TD DWG N0.02660-7 C08 STD DWG N0.02660 6 �N EWER AND STq;4+38.00 F:6.46'LGRgANa FIRE 6692 82 45 45 W/TEMPORARY BLOWOFF PER INSTALL 1"WATER SERVICE PER \ o 3 4918 _- _F30'SEWER AND WATER I PER y9Y f�fCI STEQE���0 '1fii/NEER Ptro STA 5+37.3 w w w w w w w w w w w w w • w w w w INSTALL F"END CAP AND 2" / P 660-13 NO.02BLOWOFF PER COB STD DWG / INSTALL 8"WATER MAIN _w w-r w w NO.02660-7 Sheet 3 of 4 i -w- -w_ - s a " T NEW 8"SAN SEWER MAIN _ -ss 4 ss ss ss ss ss ss ss 9 p h 4 N 5 z � STA:4WATER OFF:6.46'L L p� III W a 0 00 INSTALL COB STDWDWGR N0.010E 2660 E6 N mp / + �y STA:3+32.96 OFF:23.50'R 2.5"GEOTHERMAL SUPPLY LINE tlG INSTALL 4"FIRE SERVICE 4 / / LINE W/TEMPORARY BLOWOFF PER COB TO STA: +34.96 OFF:23.50'R 2.5"GEOTHERMAL INJECTION p) SAWCUT EXISTING ASPHALT APPROX. 1 1/ +/ / DWG NO.02660-7 INSTALL 1"WATER SERVICE PER LINE AND WELL /yy / COB ST DWG NO.02660-6 Iq tF WIDE BACI4FlLL TRENCH W NO VATI a FLOWABLE FILL 70.ySPHAL7 E EVATIO TFi� / ,4/ MATCH EXISTING ASPHALT THICK ESS W w BRUMINO S ASP T PATC ,s'B �' REPLACE ANY PAVEMENT MARKINGS DAMAGE e OR REMOVEDQ,DURING CONSTRUCTIO 3 30 PUBLIC ACCESS r AND UTIL. EASEMENT " 1 --_ � w - -"- w- STORM WATER RETENTION POND 1 M AlM - ---- /yy // DEPTH=1.5 FEET ® MID-DEPTH=2,730 Sq. Ft. y / N-ss -ss ------- VOLUME=4,094 Cu. Ft. W tO EXISTNG 8" NITARY S R MAIry�9 / BOTTOM OF POND=4915.75 _ Scale In Feet �( - - - - - �ENCH K: - I OP- HYBR A ROW BO T ---- --_ - - - - - - - i I Yo (#1557) EASEMENT/SETBACK OYP 20 0 20 .) mN ELEVATIO q=492 20 EET e- (NAVD881 6 0 6 QI . PROPERTY LINE o} Scale In Meters W }OQ�t' y.6'6 Gp'CQ'`1'0yJ h�l 492 .+.,E`� }hy. 0 4 4, 925 INSTALL RUST BLOCKS AT ALL •,{<.� ?O° "PLO RE DUCERS,TEES,AND BENDS PER ¢�yF:Jp`� 4, J�Q• / - COB STD DWG NO.02660-1 INSTALL RUST BLOCKS AT ALL 10 VALVES "AND LARGER PER COB STD DWC NO.02660-3 �2�"�'r� y� OF 6b O �w y 492 py�P. 0ygp�y� / / GEOTHERMAL XING 920 11.J PROPOSED GRADE � � STA 5+37.3 ✓ INSTALL N STAA 5+ P 35.3O^ GEOTHERMAL XING INSTALL 2"BLOWOFF PER �^ / Q O COB D DWG NO.02660-7 CZ-4 z W EXISTING GRADE /-yJ 6.5'MINIMUM O 491 COVER 915 r , R 1.9'VERTICAL DEFLECTION INSTALL 490 LF OF 8"CLASS 51 DIP WATER MAIN Uj v O 1.5'VERTICAL DEFLECTION 491 910 V EXIS ING GRADE PROPOSED GRADE 490 905 W W ^ a^ 7 N W ro ro ro rn m o Q N N Drawing Date: 01105115 ww a a a a a a a a a i 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 WATER MAIN PLAN AND PROFILE CIO C3.0 SCALE: V=20'HOR20NTAL, 1"=2'VERTICAL AS-BUILT: 11/12/2014 #13205 �a MARK A. CHANDLER No. 951BES 0 oy9� �fCI STEQ4. �O fiCf��p� Sheet 4 of 4 C � � IOPSOI U �. u.•m,•au. �• CONCRETE SIDEWALK WITH 3/4° S q �� CONSTRUCTION JOINTS® '-0" O.C. Ql r 2p .;,� • t ?p AND CONTROL JOINTS®5'-0"O.C. IL[ PHALT PAVEMENT Q�p4�F' o V y1 0 0000c000 o°o°o'_ S SPECIFlED 0 0 o c (A ) 2R SLOPE OR AS SPECIFIED y 000°o o°o°000 0 0 0 0 0 0 0 0 4 ]I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ��GIIII 0000 0 0 0 0 000 0 000000occ, a Frame and cover to be either D&L A-1172 ring with 00 _ 2R SLOPE OR AS SPECIFlED (PqR� J A-1178 cover or EJIW 3771/3772 series, or approved ,.,•„ ,.a� • .•,� - ---- --- z F1j " �7. equal. Covers shall have two 1" pick holes. 3"OF 1"MINUS GRANULAR FlLL COMPACTED SUBCRADE $EE DETAIL 6 Tony NOTE:All joints between manhole sections, manhole ring & s"s �•,s•.<<•"n<<«n •n.,.�I<�r.� .<��,a,,,n a.P.w.: ...,e b.> 4. Adjustable rings, ,n to m a/a"om mmim"m Meu m,/e". 2' min., 12" max. top section, and around sewer pipe into manhole shall be g�ih a °'a""*°"' "m° •"°a m� am oa'i",«wB. �i1 TYPICAL SIDEWALK CURB DETAIL wale tight. Jointing material shall be "Ram-Nek" or equal "dPt�"' •an°'•i°" for all joints except between sewer a and manhole wall. i a u°e c�.nallue'000`•.°.m" .s" i w.m�sr s.aro E•aM...,nro nw..."mn... ca.o � 1 P pipe ° e metl.•wa�m M°•a%o;`i.:.°".e.°,.e mm a�..a`"ra e:w��+M mm Ecs.lees.°.) r..an.•° + CONCRETE CURB AND GUTTER DETAIL 5. 5" r7�1 Ca.O SCALE:N1S C.O.B.STD.DWG.NO.02528-1 l�l Precast reinforced concrete manhole riser and eccentric cone top manufactured in - Mahole steps at accordance with ASTM designation C-478. 16"centers ''ww Grout invert to spnngrne Vl TOPSOIL of pipe if gap between :•.h pipe and channel is 1Typ,1 y. �� greater than 1/8". !; ALL SWALES TO BE SLOPED AT 1%TO PONDS UNLESS NOTED OTHERWISE ON PLAN Pro-east aha.n.1 w i•: 1:.� PROVIDE 6"COMPACTED F'� :! �••i'-.• '�/� �• �:. ••e•y�e•••••.: �� TOPSOIL TO FLOW DEPTH 1 ••:•` 000000000000°°°°°o°':° O• Variable m •<' o°o°o°o°o°o°o°o°o°o°o°o°o �51SWALE CROSS SECTION DETAIL =a a (min.�.c E�a° Shelf-slope 1"per foo C4O SCALE,NITS S a toward channel.See channel detail. Flexible gasketed joint(typical %,`.. 7 for precast bases - see detail) A COMPACTED� SUBG D Fi Channel = dia. of pipe SPILL CURB AND GUTTER DETAIL Ca.O SCALE:NTS A Precast or poured-in-place base. #4 bars Poured-in-place base, minimum 1.4 concrete thickness below pipe is 5'-4"dia. 8 inches. Precast base, minimum (min.) thickness is 6 inches.All bases �� Radius reinforced as shown. Q Rmai� of CZ-4 z 3"ASPHALT Z 3"-1"MINUS GRANULAR FILL Slope l 1'per fool - ,` 8' 16" Channel to full r RIP�I I'p.depth OvP.) 9"-6"MINUS 845E GRAVEL NOTE: Storm drain manholes shall O ^' not have formed channels and the ,•�. Di..ofF lowest pipe invert shall be 9"higher V '�•,!:•.• • ewer than bottom of manhole. U TYPICAL ASPHALT CROSS-SECTION s pip. .•' •'. Ca.O NTS SECTION A—A 2 tz LU \COMPACTED SUBGRADE SANITARY SEWER MANHOLE Qj IVO �1LAY-DOWN CURB AND GUTTER DETAIL C40 SCALE: NTS C.O.B. STD. DWG. N0. 02720-3, REVISED MAR. 2006 Q a.a scuE:Nrs Drawing Date: 01105115 CCO AS-BUILT: 11/12/2014 #13205