Loading...
HomeMy WebLinkAbout03 - C1.1 - Site Grading Drainage & Utility Plan_20200824 LEGEND RESERVED PARKING • PROPERTY MONUMENT(AS NOTED) MUTCDP (12"x18") -0.-PROPERTY LINE � z -----ADJOINING PROPERTY LINE 3a EASEMENT LINE EXISTING MAJOR CONTOUR LINE(5'INTERVAL) ANgACCESSIBLE N EXISTING MINOR CONTOUR LINE(1'INTERVAL) .TH1oU�PfRM1 2"x2"x1/8"SQUARE STEEL TUBE --r,--c--s--r,-UNDERGROUND ELECTRICAL LINE SET IN 1 s"OF CONCRETE(TYP.) -DPP x" POWEOVERHR POLE LINE 72"FROM BOTTOM OAKSTREET o zo aD O (PRINCIPALARTERIAL) OF SIGN TO GROUND J, GUYANCHORWIRE SCALE IN FEET HANDICAP PARKING SIGN No PARKING SIG*-,,, BIKE ROUIESDN CONTOUR INTERVAL=V -s-s-s-EXISTING UNDERGROUND GAS LINE SCALE:NTS -s-s-s-EXISTING UNDERGROUND COMMUNICATION LINE ---- *a EXISTING UNDERGROUND CABLE TV LINE ss-='' sae ENSTING IO'WIDEPSRULTIIWL LP \ s-w %ISTqDGE LP WATER LINE -.„.-•OS-'°'-•OS ,^� ,m-'°a "�\ - FIRE HYDRANT -•�� -.�-�_R 9z z <34 W WATER VALVE a,E.� .oxen-S 893e1'33E)2. oxc-oar •,one'='wT. e- -WATER SERVICE CURB STOP -s-s-s- s-s-s lE k1R SANITARY SEWER LINE � 71'SANITARY SEWER MANHOLE STORM SEWER MANHOLE x COMPACTED TOPSOIL °eo STORM DRAIN LINE LIGHT POLE O1. S `, co � `pYp 565 C MMUN CATI S BO% u EXISTING CURBAND GUTTER / es coNTRACTORTo E%IROLSTR TLEi l QADINA]E RE CATJ9NJ CONTROL3TRUCTURE C CR TE ID ]9 CTRI TRAFFIC SIGN RIM E1Ev=3.ro j` R OUT REM20 11.41 Al 5. N (dH) SFORMER 9� © EXISTING COMMUNICATION BOX - 12"DIA.z18"DEEP HOLE 1 I 4.57f 1) IaLM1y�III V FILLED WITH CONCRETE I OH61 �E EXISTING ELECTRICAL BOX = (2\SIGN POST SETTING DETAIL MODIFY oEXISIONPSTORM DWAIER I EXISTING DECIDUOUS TREE 11 ALSO' DE4.lu s1ra 1120 I I - W II I I W 1 g ss EXISTING I r SEVVER SERVICE PROPERN RRVICES LOT 20A SIDEYARD W F^ gyp" UT IS GASP LT I BLOCK 7 SETBACK PER I ` I O e &REPLACE EXISTING 3/4^YBVER 20NING I 1 I I 0 3 ~ SERVICE WITH NEW REGULATIONS I li I I .. Q II. 1"DOMES T RSE IC 5 TRANSITION SECTION FROM d ' I 0 rypI EXISTING CURB TO DROP CURB: COVERED WAGON MOBILE� Iuhlfl HOME PARK SUBDIVISION00 II I EXPANSION JOINTS COMPLETELY jII g III Q U AROUND SIDEWALK SECTION MAX.THROAT WIDTH 35'COMMERCIAL 0 u 40'INDUSTRIAL INSTALL DETEN00NPONDOUIUET I I CURB&APRON POURED MONOLITHIC WI72 V OF 17 PJCPIPE INSTALL HIC UNLESS OTHERWISE APPROVED ATI%iO DITCH I I PSGKNS VI SJ91 FL'TOUT EIP/-4.35 I 1 d1 I 5.19) CONTRACTION JOINT IKE PARKI .f 7' e9 W� I6dB $S PROPOSE)STORM WATER EXPANSION JOINTS AT CURB RETURNS DETENTION POW- _-EXPANSION VOLUME=204CUFT,OEPTH-g1) > TO.ELEV=4.A B O P ELEV-240 I 1 ,� 4',1 SIDE SLOPES •-y '. ¢1 e BACK OF CURB li / - SIDEWALK V INTE VALE-JOINTS SPACED AT 5'INTE ION JOINTS MIN. FLOW LINE / V' -. uno lip DEPTH I".EXPANSION JOINTS �ISTALL �.y '.I .0 INCURBC WIDE TO BE PLACEDAT 25' w EDGE OF GUTTER CURBOPO INTERVALS. p SWALETO POND ---- --- --- -- _p l� VARIABLE I, I INSTALL WCACCESSIBL I CONTRACTION JOINTS TO BE SPACED (5 5 TYP) NI i I ../ l i RAMPS IN SIW PER DETAIL l AT 10'INTERVALS IN CURB&GUTTER 95MDE LOT 4 li OPARKI SICK li 5 FASEMENTDRAINAGE Zy i EXPANSION JOINT MATERIAL SHALL BE 1/2"THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. I BLOCK`� ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURBAND GUTTER UNLESS OTHERWISE APPROVED. �I! WALTON HOMESTEAD SUBDIV. _ w � I 1.017ACRES GRADE ESTABLISHEDAS 1WRISE PER FOOT FROM TOP OFADJACENT FULL HEIGHT CURB OR MATCH EXISTING ?eI i f6) 44,302 S0.FT. W- T SIDEWALK GRADE I DEMO EXIS NG wcel. I I YSLAYDOWN CURB SIDEINALK DRIVEWAYAPRON I T I ___-- 'I I..y &INSTALL 'IV r w �CURBBGUTTER I I 1' '5'TYP 5.5'TYP. NIS \ �.3dJ'If.r PER COB STD (VARIES) I r DW>;N0.2 81 i 7l4"PER FOOT SLOPE STREET SURFACE '^"I, `\ c• 0 5�I2 :°INSTALL NONPRQ H w r\ 20' COBST)DWGNOACHPER � y COB STD DWG NO.0252412 4 1 (SEE DE IL1 CM) I tl.N Y INASHEDROCK '� I� I 15' EMO EXI�IN MIN.B"THICK I Fi� DRAINAGE S M-0000 CONCRETE URB&GUTTER PROPOSED STORM WATER \ COMMON 'OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH 5.4"(0.45') RETENTION PONO B.SJ 24" vaUME= CUFT,DEPTn-19 AREA ANON RESIDENTIAL DRIVEWAYAPPROACH o.PELLvBS,BOPEIEv=s gs I I II, �f' 1.1R13`�bBST66VP(;A6035�B-Tf 9.5" 4:1 SIDE SLOPES I t 6 INSTALL I'MDE - I 2" CURB CUT' Idd eI SCALE TO POND 1 .• w .32) L(OTYP)1 ^R lIi I/ �) 0'U 1 EASEME(JT(TYP.) ( ) 6 12 /\ n ° _1 a.. 914"PER1'SLOPE 4+5 4 WIDE SOLID YELLOW LINES TYP. II / ll SIDEWALK DEPRESSED TO PAVEMENT T ELEVATION(LANDING TO HAVE MAXIMUMcorP�MSTINNsmucT�ura: Y SLOPE OF 2%IN ANY DIRECTION) IrD BE ABANDONED) i• \/ 4"WIDE SOLID YELLOW LINES AT45 DEGREES,2'ON CENTER \� O O O O x r PAINT WHEELCHAIR SYMBOL,4" O O O O O O O O O O O O O O O O r l l " 6 CRUSHED GRAVEL ������������������������0000000 CUTENSIING XEPDER SOLID BLUE LINES.CENTER PIPEdIxsTALlCoxxECT" Diu GE SEMENT �T�O BASE-3"MIN. O O O O O O O O O O O O O O O 1 N SYMBOL IN PARKING SPACE. J Y O O O O O O O O O O O O O O O O NEWCURB INFf I O 95 f TBC BEV=8.35 ,I- U R=5ss P p z 3 SUB-BA6E COURSE AS REQUIRED EXISTING OUILET 6'RAMPS AT MAXIMUM 12:15LOPE.RAMPS TO BE o CONTROLSTRUCruRE CONSTRUCTED WITH DETECTABLE WARNING w RIM EtEV=330 DFAINAGE EASEMENT 2y 15"RIN=5.55 5 I RA FOR LOTS 3&4 SURFACES COMPLYING WITH ADAAG. � /�, COMPACTED SUBGRADE EXISTINGUNDERGRWNDST I O P 1.5" 3/4" I$W IF DGE PERFORATED PIPB (&ANDICAP ACCESSIBLE RAMP&STRIPING 05" srLF F"oL'DE=tso cF C11 SCALE:NTS fg/4"PER,'SLOPEFLB.EV=R55.55 _ �OPE1/2"PER 1'SLOPE MIN.OF BITUMINOUSASP O O O O O Q p g o �Q 5 P 1 Y O O O O 00(y� 9F];'Mlry(($yRUSHE�OHgVELjO00000000000 DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB O°O°O°O°O O O O O O O"O 0- IN' O O O O O O I _ er NOTES: ." 1.Subgrade or base course compaction shall conform to section 02230(M.P.W.Specs.,1996 ad.)MIN. 1 d +, 0 0 0 0 60 0 ts o 0 0 2.Contraction joints shall be placed at 1D'intervals and shall have a minimum depth of 3/4"and minimum width of l/8". aI j ----- 9.19) ±.P B w 0 3.1/2"expansion joint material shall be placed at all P.C.s,P.Ts,curb returns and at not more than 300'intervals.The I"\� \ expansion material shall exlentl through tins full tlepth of line curb antl gutter. 30,WOE �'� I i ) '° .1 '�"'/ "' "�� 4.No curb and gutter shall be placed without a final form Inspection by the City Engineer or his representative. DRAINAGE g ______ ISTI p LOT 2 I INSTALL GEOTEXTILEFABRICANDIORGE'RID IF SOFT SUBGRADE EASEMENT S.Concrete all I 9461 4) 4 EXRSK 4 BLOCK 7 CONDIIIONSARE ENCOUNTERED. � N I 6.Crushed gravel base shall meet the requirements of Section 02235(MPW SPECS,1996 ad.)For curb and I EMO EXISTIN U B 71' �51TYPICAL ASPHALT CROSS SECTION B / oo& � -Lllee - �, 1" gutter replacement projects,washetl rock may be used for the gravel base. j c1.1 SALE-RIB ©INTERIOR CURB&GUTTER DETAIL CONSTRUCTION MANAGEMENT PLAN rNrs T II N 9( 0000 W 108.9Too r9sp� �I Dare-Sf- EXISTING STORM DRIMN INLET o e-Keyp�g o_one one"-oar Tw 1 1 (TO UNDERGROUND STORAGE)F -- __ _______ __ __ s 1 I 1 -PERIMETER CONTROL m - v p (SILT FENCE OR WATTLE) = 75 PEDESTRwN \ � I 1 I0.,0 I FABEMEM 1 I I r� p M LOT 3 , -OCK 3 1IN1 TTI PERIMETER CONTROL 1 0o (SILT FENCE OR WATRE) I a i - - f I aR i y iocic" Ewa f' GENERAL NOTES: a� CONCREIESIDEVtl1LK WTn4 CONTRACTION JOINTS 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS,MPWSS 6TH EDITION,APRIL 2010AND CITY OF BOZEMAN p SPACEDAT INTERVALS AND EXPANSION JOINTSAT MODIFICATIONS TO MPWSS,MARCH 2O11,ADDENDUM NO.1&ADDENDUM NO.2. 26 INTERVALS. 2, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. 5'-D^ 3. TYPE 1 OR TYPE 2 TRENCH EXCAVATION M1AY BE USEDAT THE DISCRETION OF THE CONTRACTOR. 4. TRENCH BACKFILL SHALL BE TYPE A,FOR ALLAREAS TO BE PAVED. INSTALL ION E RED ASPHALT PAVEMENT 2k SLOPE 40 CYIEMPORARY = INSTALL E RANCE (AS SPECIFIED) 5. THE INSTALLATION OF THE SANITARY SEWER SERVICE LINE FROM THE EXISTING SERVICE STUB TO THE BUILDING IS THE CONSTRUCTION DUMPSIE RESPONSIBILITY OF THE DEVELOPER. (22'9"Lx TBWZTII"H) d e o"°0 0 000 0 0 00000°0 6. THE INSTALLATION OF THE WATER SERVICE LINES FROM THE EXISTING SERVICE STUBS TO THE BUILDING IS THE RESPONSIBILITY OF SLOPE AWAY FROM CURB o„o„o„o„o THE DEVELOPER. AI li 7. AN APPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE MUST BE INSTALLED FOR EACH NEW BUILDING SHOWN,PER CITY OF 3"OF V MINUS CRUSHED GRAVEL BOZEMAN REQURRMENTS. T Is w oo°o°o°o°o°o°o°o°o° 8. CONTRACTOR TO FIELD VERIFY LINE AND GRADE OF EXISTING SEWERAT SERVICE CONNECTION POINT TO VERIFYADEQUATE FALL FOR SEETYPICALASPFIALT CROSS SECTION DETAIL SEWER SERVICE. 9. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS OSHAAND ALLAPPLICABLE SAFETY _ -�_ CONCRETE JOINTING REQUIREMENTS' REQUIREMENTS. T 1. Extend edatbnphle Nefull depth ofmncrNo and fill using 1WHick,pre4crmed joint Xllec PbmisoMimjointsvfiereconcMeabNsexisbngcmn to 10. GROUND MOUNTED MECHANICAL EQUIPMENT,INCLUDING,BUT NO LIMITED TO UTILITIES,AIR EXCHANGE CONDITIONING UNITS, orfued slwdu.,Fonn isoldon joinsaroundellappudenances,suchas manholes,Niliq'poles,etc.extending into and through the conrde.Place bobtion TRANSFORMERS AND METERSSHALLNOT ENCROACH INTO THE REQUIRED YARD SETBACKS AND SHALL BE PROPERLY SCREENED WITH jointsat,diuspolls,jundbnswithexidhgconcrete,andoppositetooratexpamsI.Jpintsinadja Mwnaete. T 2. mato I mid Arne st unimad consernme wurs.Assure the wldjdd is vemcal,the full dsptndoarmste,and toiled toy 1*hcn radius AN OPAQUE SOLID WALLAND ADEQUATE LANDSCAPE FEATURES.ALL ROOFTOP MECHANICAL EQUIPMENT SHALL BE INCORPORATED PERIMETER CONTROL I 1 s 3. Divitle.d-lk inW-i.nsusingwno-dionpinefomedbyajdnthgtwlordherapprovedmdhods.Extend NecorArsolimoMsintotheconcretefor INTO THE ROOF FORM OR SCREENED IN AN APPROVED ENCLOSURE. (SILT FENCE OR WATTLE) r st least one-fouM d.pth.ndmakethejointsapproximaleyll8-hchwide.Unlessotherxise diredeQspacewnVctimjoineatmaxmuml0-botintervalsor 11. PROPOSED DRY UTILITY(ELEC,GAS B COMMUNICATIONS)LOCATIONS SHOWN ARE PRELIMINARY CONTRACTOR TO COORDINATE FINAL ® 6 p adisance equano me sidewalkwMh,vbichever is less.In continuous sidevelk runs,install expansimjoints at the location da regular wnlredionjoint,if the LOCATIONS WITH UTILITY PROVIDERS. IN" distance between expansionjdnts does not exceed 25 fell OTYPICAL CURB WALK DETAIL 12, DRYUTILITIES AND ASSOCIATED STRUCTURES SHALL BE LOCATEDA MINIMUM OF 10-FEET FROM PROPOSED WATER AND SEWER MAINS 11-- ®I c1.1 E-RTS AND SERVICES. SCALE:1"=50' WALTON HOMESTEAD MEDICAL CLINIC coSITE GRADING, miss m z LOT 4,BLOCK 3,WALTON HOMESTEAD SUBDIVISION,PHASE 1 DRAINAGE& "s ■ a y LOCATED IN THE SW 1 SECTION 1 T. 2 S.,R 5 E.OF P.M.M. • 92�� W = � M CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA UTILITY PLAN °s� RVEYOR