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HomeMy WebLinkAboutSouth Rows - Lot 3 Meadows Creek Subdivision Phase 3 Overall Site & Utility Plan P ,y vn� _ ---- �4-S-S S -S ••�YiS S-S'+�S- __ _ decmlcoicawurt I _ 4 4 - snww w ___ _� zw-EBE wK TAP/CONNECT 0EXIS3� ARROW BOLT,HVD: #1 -J-z - - w- w- , NC LEi=4,980.87f L - __ GRAF°STREET STREETVI310 DRIVEWAYAPPROAC N T I - __ _ ___ __ _ SIDENTIA eyj w�+T"�izµ ass TRIANGLE COB STD DWG NO.02529E2L _ess_s^se-ma's."-rss_ess_�se (SEE DETAIL 3,C1.1)- .ss�rss-s.�_sss_�.�_rszv 0 30 60 � A� F SCALE IN FEET - (ALONG GCC SS R ) EXITING 10'WIDE'S ay - CONTOUR INTERVAL=1' STREETVISION TRIANGLE 3 < g 5 + _---- e c10�TT L- ____________ _ ____________________ -__ __ ----�S 24' S ISIL 11MG -' I � B XF$ SNOW _ - FRONT YARDS I// S_TORAG-------� LITY A EMENT � 6 LEGEND L SILL ANE031 LASING Y I x PRO 3 TIST POND# R FOUND 5I8"REBAR WITH 1 114 INCH PLASTIC CAP(ENG.INC.) D_ m PL-PROPERTY LINE - - -ADJOINING PROPERTY LINE U EXISTING MAJOR CONTOUR LINE EX STING MINOR CONTOUR LINE J 1 Y w IVI yIS Illl 1 2T F ISTING MLITV EASEMENT 70.00 EXISTINGSPOTELEVATION a j w 9OPEN SPACE f TO B�ABANDONED PRO POSED SPOT ELEVATION P7 -PLE FT L-E n� ,228 S0. ADJACENT TO LOT 1 -- PROPOSEDID INAGEDIRECTION NOW B M A WIDE ---------EASEMENT LINE S ORAGE -----SETBACK LINE \ I f, EASEMENT UNDERGROUND ELECTRICAL LINEILA ° OVERHEADPOWERLINE 1 E -Opp T CURBS RED POWER POLE \ I m BI BLOCK LOT 1A J WNNOPq.RKING J. GUYANCHOR WERE \ yU✓ d1✓Ct FIRE NE" -a-S-UNDERGROUND GAS LINE QQ 3P�^ I jBI STENCILED -S-a=UNDERGROUND COMMUNICATION LINE W z� _ I z y R R IN WfjITE -M-w.-UNDERGROUNDCABLETVUNE Q \ 1 I�•yI m V ---- -+ WATER LINE FIRE HYDRANT O \ T A .r" FIR WIDPOSEq w z w 0 d o co uRcno un�iArE Iz4 WATER VALVE S W - DU S EASEMEN� « WATER SERVICE CURB STOP O R- II 1PF ss-SANITARY SEWER LINE SS SANITARYSEWER MANHOLE / y h j FIVE-PLEX 544 ~s�9 STALL D"NO PARKING _ I ti w Z4�-�iB 1� BEN HMARK: FIRE LPNE"sIGNs LP LIGHT POLE I { FIRE LANE" pjl� HYDRAN TAG BOLT I ------------EXISTING CURB AND GUTTER o p 4 8 r o,it -----------PROPOSED CURB AND GUTTER -- ---- ------------- V ® TRAFFIC SIGN I 3 e cA -- }- -- - -,/ �V s AI NOU A�KINED I! ELEV 4984.96' .ss SHOW PROPOSED RAIN GARDEN BOXTO EREL�D"' -mow ss ass`" �� w ass N w/ P G PROPOSED STORM DRAIN INLET / i FIRE LANE" ,rso---Izs�3TORM SEWER LINE d i ! e s ss�ess�ss �ss�ss FIRE LA E" n. INSTALLEDN N-RESIDENTIAL EISTING 8P0 sg ass ss F�°,'i S Ga PROPOSED SEWER GARDEN NOUT COB ST yy//WG N OACH PER 4 MPO IN WHI E COB STD4)WG NO.02529-72 C N I N (SFFDETAIL 3,CIA) is PROPOSED CURB STOP ] SA UT EXISTING STREET&L ---- - --- TAy/CONNECT TO EXISTING 3 `g dW WATER&SEWER MAINS ALLIED S ORAGE zSEEGENERALNOTEI3 IAN SCAPE Inj 1 ; / A / n u STALLED /C STREETVISIO A I f L --INSTALLED H/C PARKING IN TRIANGLE r 1 (T0� 82.50) IN T DRAM R 1 SEE DETAI 4&5' / OWIS f UTILITY _ Y w UTILITY I S TAILED P K c �.° IS PE PROPOSED (SEE DETA 3) I I$ EX O 31'WIDE j a TRIPLEX 568 IRE LANE G � UTILITY 6I \ _J I I r,P 9 DUPL 560 d p ffi B �' v - -PL I > IN RACK LO SNOW Z I II GE IZM Z II � c - � �Im O \ II p1f OIL N \ CONSTRUCTION l.l' JO a•I - t DUMPSTER SED STORM WATER i 'PAINT CURBS RED RETENTION POND#2 wiF RE B 1 STENCILED fn \ I � IN WHITE v.slav m.z.sa.> J ry •« ddl I 1 \\\\ \ OPEN SPACE \ 1 15,195 SO.FT SAETNGT& 1. \\\ -n PROPOSED IO'WID UTILITY CONNCTTO EXIST X ISTING S EASEM T / / AT GaRADE WATER&SEWER MAINS WI\ -"� / SIDE W A NEW 1"WATER SERVICE LINE ':,�-, &NEW4"SS SERVICE LINE SEE GENERAL NOTE 13EXIS �� {1 DUPLEX 572 VICINITY/ZONING/CONSTRUCTION ROUTE MAP uTYe Ges // // FIVE-PLExs 1 BE RELO TIED) �\ EKE RACK PRO OS II UT TY I EMENT STUCK eo �, Q / R / R_4 - REMU + a VE-PLEX580 I OPEN SPACE + \ `\ 4,129 SQ.FT ` f STALLED BID PED RAMP \ \`, i« PARKIN GN J. R-4 SITE / DUPLEX 574 .G ST R_2 ROPOSED STORM WATER S / INSTALLETAI M SEE DETAI 3 RETENTION POND" CONSTRUCTION OPOSED G+ / e CONSTRUCTION # WIDE R-3 / DUMPSTER 57fi UTILITY ~OO IW TRIPLEX 576 EASEMENT NOT TO SCALE \ \ ` Y INST ED"NO PARKI '^ bk .v F E LANE"31 PAINT RBS RED CONSTRUCTION ROUTE - ^ ��EXSTNGIILITY S,1ML�OW F EUNE" m N 2DWIDE / w STyRAGE TENCILED R FASEMNT ZONING BOUNDARY II-� -----------I / \ \ \ IN WHITE mf EXIST] UTIFITYBXE REMAINDER TRACT\ COS Na.2286 LESS MEADOW CR PHi MEADOW CREEK PARTNERS,LLC \ - \ � � \ �r w�'e .� �5 ,zs��s•s---- ---,.so---,ex���-s� \ -1FF&! ENT 6 RINSE D 2I - DAFTER V �+ \ INSTALLED NON-RESIDENTIAL DRIVEWAY APPROACH PER DES DWGWG NQ N0.02529-12 hy� � WY:UT EXISTING STREET& (SEE DETAIL 3,C1.1) TAP/CONNECT TO EXISTING F'WA ER MAIN T 01 SEE GENERAL NOTE 13 I GENERAL NOTES: 1, ALLCONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PUNS,MPN5S6TH EDITION,APRIL 201 DAND CITYOFBOZEMAN MODIFICATIONS TO MPN5S,MARCH 20II,ADDENDUM NO,I&ADDENDUM NO.2. 2. ANY EXISTING OR NEWVALVES WHICH CONTROL THE CITY OF BOZEMANS WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN WATER DEPARTMENTA MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 4. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. 5. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER. 5. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMRTO THE ENGINEER,WORKING DRAWINGS, SPECIFICATION SHEETS,ETC.,FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT INSTALLEDATION SHALL NOT BE DRAWING INDEX MADE WITHOUTTHE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENTANO MATERIALS BY THE ENGINEER, SHEETI DESCRIPTION T THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. C1.1 OVERALL SITE&UTILITY PLAN 8. TYPEIORTYPE2TRENCHECAVATONM4YBEUSEDATTHEDISCRETONOFTHECONTRACTOR. 1.2 ITE RADII IDRAINA EPLAN 9. TRENCH BACKFILL SHALL BE TYPE A.PIPE BEDDINGSHALLBETYPE I. 10.THE CONTRACTOR IS SOLEY RESPONSIBLE FOR ENSUING THAT THE PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT THE SITEC2.0 SANITARY SEWER PLAN&PROFILE MEETSALLAPPLICABLE SAFTEY REQUIREMENTS BOTH FOR HIS EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE C3.0 WATER PLANE PROFILE ENGINEER. w C4.0 STORM SEWER PLAN&PROFILE MA WAIN AMINIMUM OF 10 12.MAITAINAMINIMUM OF I VVE TI ORIZONTAL SEPARATION CAL SEPARATONBETPNE N OUTSIDE OF SEWEPISOORM DRAINS AND W'ATERLNE CROSSINGS.IS 'IV SIDE SLOPES 1.5'DEPTH yH.1V SLOE SLOPES 13.THE CONTRACTOR SHALL OBTAINA STREETCUT PERMIT FROM THE CITY OF BOZEMAN PRIOR TO CUTTING OR EXCAVATING WITHIN CITY STREET TRENCHRAC INSTALLED TALL D MEGA-LUG GRA (ORSTREET SHALLEN COMPOSED OF NON-SHRINK CONCRETE THRUST SLURRY. AS-C O N ST RUCT E D 14.CON ORSHALL REHYD AINTSSEE MINIMUM RESTRAINED LENGTHCHRCON SHEET C3.0. BLOCKS ATALL NLSER MAIN �71TYPI CAL RETENTION POND CROSS SECTION FITTINGS,RANT ASSEMBLY INCLUDES SEEMINIMUM,AUXILIARY BORT X, NAINGRAV SCALE:NTS 75.FIRE OF B A IN STANDARD DRAWING O,2660UXIILIARY VALVE 8 60X,DRAIN GRAVEL B THRUST RESTRAINT(SEE CITY OFERVICES ASTANDARDD UST CON OR TO 18.SEWER SERVICES AMENUMBINGMUST CONFORM TO RELEVANT LOCAL AND STATE PLUMBING CODES,OR TO THE UNIFORM PLUMBINGVIC CODE CURB ONES AND YARMSEWER 2ERSE VI 17.WALVEBOX SO CURROVED AN EN BOXES CLEANOUTS LOCATED WITHIN ASPHALT SURFACES SHALL BE PLACED WITHIN VALVE BOX ESE SERVICE PLANSBOXES 18.STOPS TO HEBUI RICE LINE PUNS REOUIREAPPROVAL FROM THE CITY OF BOZEMAN PRIOR TO CONSTRUCTION FROM THE CURB STOPS TO THE BUILDINGS. 19.DRY TILITIES AND ASSOC WTED STRUCTURES SHALL BE LOCATED A MINIMUM OF fO-FEET FROM PROPOSED WATER AND SEWER D MAINS. m SOUTH ROWS Joi N>w v-° OVERALL SITE 111 ��,0 o m z BLOCK 3, MEADOW CREEK SUBDIVISION, PHASE 1 • w t °°°°°d LOCATED IN THE SE i/4 SECTION 23 T. 2 S. R 5 E. OF P.M.M. & • 9y ma�v W = y G° a °sm y > > > , o CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA UTILITY PLAN ,� RVEYOR den I LEGEND I FOUND5/8"REBAR'MTH 11/4INCH PLASTIC CAP(ENG.INC.) -PL-PROPERTY LINE - -AD.IOINING PROPERTY LINE s p 6EE GE 1 EXISTING MAJOR CONTOUR LINE p /4 zw-w. vy-izw-zw-zw-zw- w 12 ISTITO STREET& BENCH K. EXISTING MINOR CONTOUR LINE " _n 13N, ECT TO EXISTING ARROW BOLT HYDM1442 J aaw. SAWCUI EX P A� �zw �z TASEEZE TER 2AIN 1z„w �zwL�z°w ELEV=d,980.87 i N =70.00 EXISTING SPOT ELEVATION a, sm w� ERAL d 'zw "w -' GRAF STREET _ 13 =(]0.00) PROPOSED SPOT ELEVATION i � - PROPOSED DRAINAGE DIRECTION zµ °ss�ss-e-ss--0ss-- �+ " �+zw�'� Icauscmal --------- EASEMENT LINE -- -- -- - J " j + _sss-e -"ss-sue ss�u STALLED NON-RESIDENTIAL ------SETBACK LINE oil zW t � "v -ss-s"ss-sss-� �STREETVISION DRIVEWAY APPROACH PFR�z.w-+ �e-ss�e°ss-° UNDERG TRIANGLE GOB STD DWG NO.02521 --+.--_,--•,-OVERHEAD DERLINE CAL LINE zw iz°w-izw-iz°w-Izw .s-.ss 1'NO ACC sSS RI ss-sss-was-ess-sss - - -- - -- -- - -_---- - - (SEE OVERHEAD POWER LINE �" S DETAILS C1' _o-P POWER POLE d. GU ANCHOR WIRE UNDERG t ss s: _ EXISTING 10'WIDE'S �- s -4-0.-UNDERGROUND GAS LINE "' - (ALONG GRA I s53 s95 qs3 - -4-4-UNDERGROUND COMMUNICATION LINE -M-M-UNDERGROUND CABLE N LINE STREET VISION 3 -- __ �rw +zwWATERLINE ---- - _- TRIANGLE p n � _ ------ - ---- - - FIRE HYDRANT h R o E c -�6- n. 24' S ISTI�IG IXI WATER VALVE XEI5 © WATER SERVICE CURB STOP ��+ _�_-� _ Bqr gy5 ap'$5J -s SANITARYSEWERLINE z(°' I SNOW ONT YP 9 �- P OPO ED10'WIDE-i J s 55 ss SANITARY SEWER MANHOLE 0 STORAG "e _ FR 1 T / U I-ITY EMENT,�_LP LIGHT POLE 5g I _----- I �03J a��J`1 1 I d51' DUPLEX 540 I 5 LLE "NO PARKING ------EXISTINGCURBAND GUTTER w� - PRO OS STORM WA R --PROPOSED CURBAND GUTTER / H>a�j !> TION PONDR er.a NE'SIGNS aq3 FF ELEV=81.87 { TRAFFIC SIGN d ua i � i� \ ees_"nu v o ® PROPOSED STORM DRAIN INLET GO I i 3 II =76U5- tT ,II ,qe?3 ,A51 11.-, STORM SEWER LINE P 1 ro .tII E 7U5- �` (I PRO POSED SEWER CLEANOUT 8 v m !> \ L 1 s' 2T L XISTI NG TILITY EASEET MENT -7 o PROPOSED RAIN GARDEN d 3 1 j a$ D9,PEN T228 SQPFCE t ar.�, l Pv ADJ ABAND OTD e PROPOSED CURB STOP hY 1T.N mpp FI1 ,5§6 �- / 1 3 SNOW I�pe EXISTING f' S ORAGE 511 1� e,�3 20'W1DE pp UTILITY v� I II s ' � � I I f^ 4P Ts 1 - 0' T4 EASEMENT LOT KJ �... ¢SAINT CUfje9 RED \ W/"NO PARKING G y N eZ�,� I FIRE Lq NE" �'N a / sg I jBl R j 11 g.`. FOUR-PLEX 42 STENGLED '1 aae ,09" R �1 i FFEEV=B e3.RJ INWIITE 51 a Q d 'la N syN - ♦� p51 " PROPOSEd 0 30 60 Z FUR-PLEX 550 T9. - 1;J L e L - - >:-:-„ 1 31'WDE UTILITY W A� FF ELEV=80.28---- EASEMENT SCALE IN FEET � I p " � �I f CONTOUR INTERVAL=1' FF ELEV=84.26 W _ n 1�7 I �1 65 1 FIVE-PLEX 544 2 5 3,ya1 °e STALLED"NO PARKING IAWNItANOSCAPING / w i 29 24Y�118 !�e BENCHMARK: 3, FIRE LANE'zQM3� s FIRE FANE"SIGNS �yJ a.ASPHALT PAVEMENT 3 r^1 Is 1i#�1 HYDRANTH AG BOLT 4 \\/\ (AS SPECIFIED) i W 19. { la lea. wIl ELEV=49a4.96' ss - - 1 eryc f ss es -e.� .53-21 es� e°ss t, ss 1a ss Se�ta2 ss ��ta�„.s � s3n PAINNODAOK / 6 6 'IV E P vY/� I R 3TORA �9 _ �5 p2 RED TE OpOpOp O O O 0000000000000°O COBS DRNEWDiDWGPNO C25i9E2 !I�OX eO�REw&a zv" { 3 ALLEY�UTTER \ ss�w sss ss �J Z- W I SINEED G 0 90 eo so. l _ \\ INSTALLED N N RESIDENTIAL p O F� CRUSHED GRAVEL Op Op Op Op Op Op (/ y '�` BASE-3"MIN. SA UT EXISTING STREET& - - - - - ---- ------ TAy1CONNECT TO EXISTING SUB-BASE COURSE TERB SEWER MAINS CLALLED sr.J 28 '�" 3 1 ORGE I ASREQUIRED 6EE GENERAL NOTE 13 ; r ,rF �NWuSC PE \TI�'I✓7� a2�1 ��� e� 91>aa esaoh as s0 'k ��, lag Zs , 3y> '� iN5 /C / STREET VISIO I (TOMh U-50) + 1 �"-INSTALLED HIC aS�I� g SEED IN N5 TRIANGLE ! OPOB IN TA DRAM ,sy 9 TYPICAL 6"STAND UP CURB DETAIL Y a ar_r' ( DETAIL3) 1 1 �f7T5 ,v a TNTY- a e J c 2. EAU M NII S S TALLED p N SC PE PROPOSED SEE DETA Q 1 �aJ1 AL 31'WIDE g 5 NO PARKING FOUR-PLEX -. p U TRIPLEX 568 IRE LANE"SIGN UTILITY p FF ELEV=83.10 r FF ELEV= D2 col^ ENT a5�2, IE _ m P 2 sJ �f' F ^-1.y DUPL 580 d "I ae 3'MIN OFBITUMINOUSSASPHALT s JI`p \ "3 iaJ ,�Q?.�000 000�0�090 0�o oyo� o�Op°Op�0�0�0�0 .4 Z \rZ � -"_...035?' , 14' 60i�, i VB>a3 r'• G i o°o°o°o 0 0 0 0 III OURPLEX5 v I , - N 0 0 0 0 0 0 0 0 0 \ x V aSNOW ii � IKE RACKS . F FF ELEV=88.7164 O M dr J 'I D.v a GE slay,...i.�...... IliE MZ z v` II 017 p �h 0 0 9 INSTALLED GEOTEXTILE FABRIC AND/OR GEOGRID IFSOFT £ '" P OSED STORM WATER 1 gg �^ yaa03 Z T SUBGRADECONDITIONSAREENCOUNTERED. \ I RETENTION POND N2 I / "1 CURBS RED 2 TYPI ALASPHALT RSECTION SCALE:NTS \ 1 j 13 �D1 !A+l Id FF ELEV=85.60 OUR-PLEX 562 1 " a OPEN SPACE / FF ELEV=89.95 95 15,1955Q.FT / / a�11) w ��/ I Ip INSTALLED DETECTABLE WARNING STRIPS F 1 SAWLUT EXISTING STREET \ PROPOSED W WIO �// // d { WIDTH PER ADAAG CONNECT TO EXISTING\\ * UTILITY EABEM T /\, / AT A E WATER&SEWER MAINS W/� SID A s y53 SIDEWALK DEPRESSED TO PAVEMENT NEW 1"WATER SERVICE LINE \ i a -IFzYIY'y� / gam / k 5' as{sJ F ELEVATION(LANDING TO HAVE MAXIMUM pq% &NEW4"SS SERVICE LINE ) } SLOPE OF 2%IN ANY DIRECTION) SEE GENERAL NOTE 13 fi'RAMPSAT MAXIMUM 12:15LOPE. B' DUPLEX 572 / z✓g/ eas31 E%IS G FF ELEV=87.80 a5 TO BE CONSTRUCTED NTH DETECTABLE UTILITY B ES \ / / �e FIVE-PLEX 5 - f' WARNING SURFACES COMPLYING WITH 'BE RELO TED) n�\ r > / / (ag _ ADAAG. J / PIKE RACK • P31' so.I,i3J " age ao'✓8 a 1 UT TY EMENT yw\ �1HANDICAP ACCESSIBLE RAMP&STRIPING / , as ao !� fro s N RTs \ / FF ELEV=91.75 ts'� RESERVED s eq a, 1 F VE-PLEX 580 PARKING OPEN SPACE �� ` �7 !sr MUTCD R7-8 d,12950.FT / - �a FF ELEV=92.20 p � /� STALLED 1N Iy JS EXISTING �' \\ n PARKIN GN av � lC COMPACTED TOPS OIL F PED RAMP / ,q \� w GEE DE L54&5 �91 8I.>s 2 \( N TAL D SI WAL C E R £ { ANACCE5518LE (9 / >Y EDE L4 HEE C4Q g I TF11oui FERMI // \ DUPLEX 574 drb*'c+"' 2"x2 xi/8"SQUARE STEEL TUBE !yy / �v FF ELEV=91.10 SET IN 18 OF CONCRETE(TYPJ PROPOSED STORM WATER 12"DIA.x18"DEEP HOLE INSTALLED 5 FILLED WITH CONCRETE m // / \ '� (SEE DE cRETENTION POND#1 j� �t£z B a ]2"FROM BOTTOM u / `rn " 41 slo R -FI F OF SIGN TO GROUND �51gIGN POST SETTING DETAIL HANDICAP PARKING SIGN c1.1 SATE-RTS w@ a f III SCALE:NITS A PROPb9$D l92'i' I71II 31'WIDE ' col. TRIPLEX578 575a� .. ialENT c�sxxYQn INSTRELED "NO SARKI PAINT RBS RED m� \�8 MAINTAIN / \ 'y, I EXISTING SNOWDE PROPER / STORAGE W/F EP NE" o I% UTILITY SIDEYARD \ TENCI ED o EASEMENT SETBACK PER I / \. \\ IN WHITE I �f ZONING 54 --.--_ s\ /g2� REGULATIONS I / \ sss �� / --9s /9.gs EXISTING UTIiIN BQXE VTRANSITION SECTION FROM \ ��s F qCK Aa 24 J EXISTING CURB TO DROP CURB: ems' REMAINDER286LESMEADOW - COS ADOW 6 LESS MEADOW CR PH1 - MEADOWCREEKPARTNERS,LLC _ _ EXPANSION JOINTS COMPLETELY \ \ y � ElV 1 ERr 5 s1: D AROUND SIDEWALK SECTION o-- N1AX.THROAT WIDTH 5.4"(OA5') �35,COMMERCIAL ADDE 7LF8 T)40'INDUSTRIAL 24" 11.'?a NDAFTER V 1\ �1Y CURB&APRON POURED MONOLITHIC UNLESS OTHERWISE APPROVED 9.5" CONTRACTION JOINT / INSTALLED NON-RESIDENTIAL wI COS ST AY APPROACH25 PER �V COB STD DWG N0.02529-12 4„ TOPSOIL 3„R �j WCUT EXISTING STREET& (SEE DETAIL 3,01.1) EXPANSION JOI NTS AT CURB RETURNSLK(TYP.) 4^R 45" r.W/ TAP/CONNECT TO EXISTING L 314"PER 1'SLOPE l S'WATER MAIN e N SEES' NOTE 13 BACK OF CURB 12" \//\ SIDEWALK CONTRACTION JOINTS aI SPACEDAT S'INTERVALS-MIN. FLOW LINE 6' DEPTH I".EXPANSION JOINTS �I TO BE PLACEDAT 26 EDGE OF GUTTER �9 INTERVALS. ARIABLE %\\ v (5.5'TYR) � O O O O CONTRACTION JOINTS TO BE SPACED U-0-0-0-0-0-0 OOO O O O O OOCONCRETE SIDEWALK WITHCONTRACTION AT 10'INTERVALS IN CURB&GUTTER 5, CRUSHED GRAVEL OO O O O O O O O O O O O O OOOOOOOOOOO O O O JOINTSI NJOI TS AT TERVALS 25'IINTERAND BASE-3"MIN. 000000000000000000000000000000 EXPANSION JOINTS AT 25'INTERVALS. EXPANSION JOINT MATERIAL SHALL BE 1/2"THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. g.g ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURBAND GUTTER UNLESS OTHERWISE APPROVED. SUB-BASE COURSE AS REQUIRED LISPHALT PAVEMENT 2%SLOPE GRADE ESTABLISHEDAS 1/4"RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB OR MATCH SPECIFIED) , EXISTING SIDEWALK GRADE �/��//// / ////// /////// ///.///✓L� SLOPEAWAYFROMCURB OpOpo O O Opo O O O O Op SIDEWALK DRIVEWAVAPRON \��\/ i��� \�\\�\ ��/\�\\,�\, ppOpo Opo O O O O O O 5.5'TYP. COMPACTEDSUBGRADIE O S TYR p.5" 1�5" 3/4.. O O (VARIES) 1 O O p O O O O O O 1/4"PER FOOT SLOPE STREET SURFACE �314"PER 1'SLOPE �_3' PER LOPE O O O �O�O�0�0�000 O O O O O 3'OF 1'MINUS CRUSHED GRAVEL 6 1P"PER 1'SLOPE BEE TYPICALABPHALT CROSS SECTION DETAIL CONCRETE JOINTING REQUIREMENTS: K w DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB 1. Exfentl isolationjdn6 the full tlepN of mnaek antl fill using l/2"Nick,pre4ormetl joinlfiller.Place isolation joints where concrete..but IY 3"WASHED ROCK z - N=: exlsfing concrete orfind shuclum.Foam isolators joints around aII appurtenances,such as manholes,utility poles,at.extending Into antl 1.Subgratle or base course compaction shall conform to section 0223D(M.P.W.Specs.,1996 e,T) through the concrete.Place isolationjoints et radius points,junctions with exisfing concrete,and opposite to or at expansion joints in adjacent MIN.6"THICK 2.Contraction joints shall be placetl at 10'intervals and shall have a minimum depth of 314"and minimum width of 1/8". cones' Mi000 CONCRETE URB GUTTER 2. INSTALLED cold joints at unions of wnsewlive pours.Assure the cold joint is vertical,the full depth of concrete,and tooled to a 1/4-Inch 3.1/2"expansion joint material shall be placetl at all PC.s,P.Ts,curb relums antl at not more than 300'intervals.The mtlius. "OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH expansion material shall extend through the full depth of the curb and gutter. 3. Divide sidewalkI=sections using contractionjoirNs famed by a jointing tool or other approved methods.EMend the coMractionjoints into 4.No curb and gutter shall be placed withouta final form inspection by the City Engineer or his representative. the corrseteforatleastone-fourth AsdepN and make thejoines approximately l/84noh wide,UnlessothelwisediwMed,space con traction �31NON REST DEN IAL DRIVEWAYA PROACH S.Concrete shall be Class M-0000. loinb at maumum 70.foslintervals ora tlistance equal tithe sidewalk width,whichever is less.Incontinuoussidewalkmns,INSTALLED SCALE:NTS COB STD DWG NO.02529-12 expansion joints at fine location of a regular contraction joint,if the distance between expansion joints doss not exceed 25 feat. 6.Crushed gravel base shall meet the requirements of Section 02235(MPW SPECS,199fi ed.)For curb and AS-CONSTRUCTED gutter replacement projects,washed rock may be ECfor the g G U base. used ��TYPICAL CURB WALK DETAIL �1BCALE N TE CURB GUTTER DETAIL C1.1 SPACE-RTS SCALE:NI m SOUTH ROWS �o�d °� CO PUa�N_o SITE GRADING �2��� 0 o m z BLOCK 3, MEADOW CREEK SUBDIVISION, PHASE 1 • w°4 c�._\ m\� LOCATED IN THE SE 1/4, SECTION 23, T. 2 S., R 5 E. OF P.M.M., & • omo�v a D oD C7mNea y DD 2 DRAINAGE PLAN z m CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA SURVEYOR �pNT AAyq z � � Matthew B. o Cotterman o so 100 15873ES � wiursnmror,rx anon �2C�7vCENSE0o 5J � 4 i - _ �rcw�x.m . i —aw „w ,zw—„w E�€'�"rM�#°W „w—,tar•t,�,," �— , � Id SEER-LPG GRAF STREET " ,aw gI a! go Ipx�a�.«E„FxP En,n�,e as 1 _ a °0 0 100 , - — — is i R 11— HY— wn� i d „�• aP� — — — ti e ems =o ���1 \ \0\\ n o ,�-I Q� d yy w S� a. �-e yy k,w `�, a�i I — a o — — � 4'SS SERVICES RT 1 5 mQ F1 h� 4"SS SERVICES �^m �n $ `r°+ o�aeve 'RAISESERVICE@ v 4y 2+22.48 BY 3" wi TO vmeoyFE_u LLu PROVIDE CLEARANCE v ym�_z ?iiv� o AT WATER MAIN _owywn rim vd, ewe 4995y 4995 O mFt-OFLLJw O �rE �F62w 4985 4985 yrniK'uS a'S u - -Pq Emm. - x W OPOSEO GRAO -' �-- _ I�r --------- ,__ E%ISTI 15 GRADE --- PROPOSE u, 4980 �c15TING GFf_4?�--_ RY UTILITY 8"HYDRA T __ ROSSINGS LEAD CROS MIND CRY UTILITY ^ WATER BERVICE B"WATER - EL=77.0 WATERBE ICE CROSSINGS O r^ CRO661NG6(TYP.) CROSS �CRO661N (IYP) 4985 4985 vl __RL=T6.]6 a 18"MIN _ _---- - a 75 _______ -CROSSINGS _-_ 49 C GS(TYI ------ INSTALLED 70.9 LF INSTA LED 93.43 LF OF 6L.' DR 35``\ _-" v I �� LOPE OFB"SDR 35 C@ _- 2.308I 0.413%SLOE �„ , _ 4980 ___ _ /980 AM1 V7 __ NyEp 285MlF OF B SDR k`�V 4970 1 4970 CROSSINR FL=7677 e re e m m m e m 8$ m m e mo S 4975 I 4975 W <ed g e� � e 4�D«00 0+50 1+00 1+60 2+00 2+50 3+00 3+60 4+00 4+50 5+00 5+50 ��4965 Peel . W SANITARY^=ssTraiFlzsRrAr,3SEWER MAIN PLAN&PROFILE m e M e m e e W z®. s�ATE-7 'rsvElYrrcA� < < e: F5-5 4970 WO 0+50 1+00 1+50 2+00 2+50 3+00 3+504970 SANITARY SEWER MAIN PLAN&PROFILE O Z cz. SSACEO"=5a`A6klZ6NTA[ --5`OERTICAL O Flame antl cover a be either D&LA-1172 equal. with A-7178 cover, r^ FT' EJIC.37hall hats-1 or ap holes. equal. Jj— Covers shall havetwo 1"pid holes. Adjustabledngs, NOTE:All loims between manhole cedions,manhole dog& r^ O 2"min.,12"max. top section,and around sewer qpe unto manhole shall be (T) weterhpf�exhcep behveen gh lleb ppe mdmanhole waall. M H F-4 � 2- �'...... IT 5 5 Precast reinforced concrete manhole riser +0 q-p^ and ec":conetopmanurf chsedi �../ apoamanpewm,ASTM designation C478. GREEN STEEL POST O Mahole steps at AT END OF GERMC 16"centers LINEORIy M Graf overt to spr ngl ne `EASEMENT Fil of pipe if gap betty n NOTE:GMnn dram manholes shall 5'BWIEYMD LINE pipe antl channels f have famed channels antlthe RyP) greater than ll8" lowest pipe shall be 9'h gher TREET SURFACE than boltD.of manhole. '(TYR II( ROUNDSURFACE �••/ IDEM Top of pipe may not extend past 1'--I COMPACTED BACKFlLL O dewellofmanhole Ifnecessary P—atchemel topi of qpe may be trimmed oR Zine smooth.(8"dameteronly) (rypI ardof m io holee zxz„ REV. DATE Variable (mi^.) WOOD 8�9/a7 Slaps a<i"y rfoct. SEAVICELINE SLOPE=114' MARKER 6/28/a7 �$ Channel to lull PER FOOTMIN.,117PERFOOT z 10/��/17 ?'T SheNdope7 pe foot pipe depth 45°ELBOW MAX 4 11/z8/18 E N channel deta'I.I Sea Fbxiole gesketetl lant(tygcal SEWERMAIN � 3 / ] for precaetbaaea aeedeaiq N wEwEFI wGFDR DRAWING DATE: �S OWERTWN SPRINNG NEWINSTALLE0.4TION5. PLUG A Die.of LINE OF SEWER RTINGAIN FOR WYE FlT11NG5. 11 2H SS Channel-dia.of pipe Pic Y SEWER SERVICE LINE cz. S�ATE�4T5 SHEET A Precast or poured replace base.Poured'nplace, #4 bars-1 be, n ec refs thickness below Pipes ps s SECTION AA IIF� 6 ncheess.At basesest srre nforcetl as shownw minimum ess's 5'(miolio. AS—CONSTRUCTED(min.) 30SANITARY SEWER MANHOLE DETAIL cz.D S�ALE�4T5 +^1609g RECORD DRAWING �pNT AAyq z � � Matthew B. o � Cotterman '„ 0 50 100 15873ES { F2 7ACENSEq 5J c��FER-LP�� GRAFSTREET Ga M, h. a F sLL B� Fi fie. a Q NA A F I p 'B g= aAaaxsz S U °^� 0 0 100 RA a � £ F al OT 1A k, miM - BLOGK3 R-PCE%SS, 1-4 LL S W W u Eye-eo. rruawu.a DG FIE-P o g a GLI rau=wxorti3 ' Q � � ea. 4 8 N a p q q wa UT­ Ec WATER SERVICES ED w 0«69.69 .5 F w WATER SERVICES +99.361.5 - ~ 0+68.75 15" Q F 22+15.4 3 4" 0«].2s .5 3-38.79W) 0+97.254"a 3 yt 4p 9951µ2.25 4"F 499 yi iW4.251.5" M O rvm -Not orw�zwH� or�H � rH ow_ rNti wN ry_ r_ r_ Qy_ x M�z w +w t. � egro AWN mrv+N o o +� r 4+ifi.911.5"11++6791.2.25574.5"" m�+fw�m�y�� Q A-z Fx Fx 4+18414" FywF ^ u, 4985 y?44 H�7 4990 RV UTILITY 4990 POSED GRAD OP ROSSINGS O 111���_,,, 15" SEWER IXISTINGG D GRADE .5'MIN.(TYP) CRO SING a1STING FL .95 v1 INSTALLED 4"RIGI INSULATIONAT N 4980 4980 4985 STCROSSING 4985 RAISE HISCL SERVICE 3" O RV T ITY FL=78.94 TO PRO DE CLEARANCEA CRAB ELEV=83.75 DR UTILITY TER MAIN MI SI GS CR SSINGS TA 9 FL=B3.SHI FL=63.42 E 8"SEWER U 6. MIN. P) FFV��1 S 0.36 T00�66.e INSi L=T/.03cq K RIG ID INSULATION FL=]fi.6 i6"ML 78"MIN FL079974 4975 L=76.23 fi5 4975 ' 4980 BT D 30.4 STA 4+3.69 4980 INSTAL TILE IRO LF OF R AIN TA 1+17 8"SEWER DU TILE IRON WATER AIN CROSSING F7 I AS ELEV=73.71 FL=]4.04 FL=7422 4'SSSERVICE W U STA-0+075T0 A6N CROSSINGS(fVP)2.3 FL=76. I STALLED 609.9 LF F 8"CLASS 51 FL=76. RVI 49]0 DUCTILE IRON W TER MAIN CSAB ELEV=70 61 SS SECE 4975 49]0 4975 4' F•L.I CROSSI G TAS+7 1 L=70 73 16"MI 6'SEVVER r^ G CFL=67 Go ING FL=fi6.96o� S0 29 9ja 00 +5 r^ 4�5 o- o-00 so 1+00 1+50 z+oD z+So 3+oD 3+50 a+oD a+So s~oo s«so 6«00 4.1 4s]0+ 0+50 1+00 1+60 2+00 2 0 3+00 3+50 4+00 4+504970�z\WATER MAIN PLAN&PROFILE �/ (4 WATER MAIN PLAN&PROFILE tWATEfir 5a Tr6RAN&PR syERTIr:� �WATE:1 MAINLlYrrcAL ITS STEEL POSTMARKS W ROPERIY PMNTEDBWE M FF''L�rII III EASEMENT STREET SURFACE 'SIDEWALK ROUND SURFACE z O NSTALLEOPLLMB 6'7MAX PUMPERND72LE �3'�7MIN. FACING STREET TO BACK OF CURB 1�1 1 CURB BOX NEWHYORAM MUELIERH 1 W MIN 4'-O'CLEARALL MUEUERSL4PCR ;�115' O�PPPROVIDEQUAL) O AROUND fIREES,HDGD, OR STEROUS ITYP.) AROUNBUSHED EETTC) OR TURIONUSP BIQ'MIN. AOJUSTAVE BOX (SEENDMI15) ON PAIPNSNOROYHO ® TYPEVALVEBO% SEE OEiPIL 6 ABOVE TOPOFCE WITHLID BELOW cRAOE MINIMUM RESTRAINED PIPE LENGTHS CURBSTOP GROUND LINE FIRING MINIMUM RESTRAINT LENGTH TAPBYCONTRACITJR O�RAPPROVEDED6WL1 6,CAP 32 WATER MAIN O 6XS'TEE LINE? BASE MATERIAL BRANCH 6 UNDISTURBED: LINE 4' NO COUPLINGS OR OTHER JOINTSALLOWED ON SERVICE PIPE FORM CORP STOPTO CURB STOP EARTH�4.. MIN.6.COVER 8'K6"TEE BRANCH 4' FOR 314"AND 1"SERVICES.STRAIGHT COPPER PIPE SHALL BE USED FOR I.SAND 2'SERVICES. l 6'90°BEND IT AMILOPA CORPORATIONSTOP SELECT MATERIAL BACKFILLAREA PFOPfFLY(MUDLR 1 6,OR ISEE SPECIFICATIONS) REV, DATE V 11.25°BEND 1' 1r15TALLECEO A E UALI 'CONCRETE- 8'22.50°BEND 3' S IIPEKCOPPER V THRUST �1+ i0 MAN UNE B 9/t7 BLOCK 8'45°BEND 8' 6EfMGE nPE t.1/28/i7 8'9O°BEND 14' SERVICE SADDLE 2 23 11/%1/; --�f �OPROV DECWL) 1 3 PPPESAPEQREOIRDDR � \ �r s'MIN. DRAWING DATE: (\ k GENERPL NOTES T �� ` 11 20 IO n�'hS-vim -NEW VAUXILIARYGATEVALVE 1.WATER SERVICEUNES SHALL H4wAMINIMUM 812 FOOT COVERMEASURED FROM THE EXISTINGGROUND SURFACE, EXCEPT THAT COVER SHALL BE MEASURED FROM CENTER LINE STREr GRADE WHEN SERVICE LANSDALE LAIDTOA MIN.IR CUBIC YARD VMD GRAVEL -FLANGEDENDRINT CSTREETSI URB STOP.E WHICH HAS AN UPHILL SLOPE.WATER SERVICE LINES SHALL HAVEA MAXMUM 7.5 FOOT OF COVER AT SHEET 'ME GA LUG OR APPROVED EQUAL JOINT RESTRAINTS P.WATER SERVICE UNES SHALL BE INSTALLEDED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. MAYBE USED IN UEU OF CONCRETE THRUST BLOCK 3.BEDDING SHALL BE I"DIA.MAXIMUM WITHIN VOF SERVICE PIPE 4.IN TA LED RE RB SHALL BE SO THAT ATEDAT THE EASEMENTNG KEY IS PARALINE. ELi0 STREET INOFFPoSRION CIO 3 FIRE HYDRANT DETAIL 5.CURB STOPS SHOULD BE LOCATED'FROM THE PROPERTY LINE.WHERE THE MAIN IS LOCATED WITHIN AN EASEMENT C3. SCALE:NTS CURB STOPS SHALL BE LOCATEDAiiFE EASEMENT LINE. ATERSERVICE LINE AS-CONSTRUCTED C3 57;ALE-RTS +^3609g RECORD DRAWING pNTAty Matthew B. o Cotterman ' 15873ES ' Fy 7X1E141E9 cqJ ER-L INLETCASIING •• NEENAH R]67, OEE7ERI§IR,OR D&L13519 GRAF STREET '. es sa ea se as ��_'zv+ • PRECASTCONCREIE, M 3000OR C-3000 VARIABLE .� ss (3'MIN) y.rxouasasmiv ———is o�woE ___ REETSLRFACE •• wwxo u •° „• me 9U N0.4BAASSi -— — — _ — N �-- " SPACED EQUALLY va '•.0 ' I V Irz 0 0 100 r 5 ;GEE �4• � mPSECiIONAA B4RS ONiX1'GRID FROMNEWa — ; CURBAND GUTTER iO BELMWFD) NOTES.FINISHED STREET SURFACE TO BE IIS'TO 114'AEOVE EDGES OF DOUBLE GUTTER. 618'x TO MATCH INLET. y6'SMOOTH ROD u � �F �a Rssa_as JOINTS SHALL BE PLACE AT 70'INIERJALMINIMUM ANCHORBOLTS CENTERED IN OPENING aaMPu4 Ns 0 fENSPACE ° l` DOUBLE GUTTER DETAIL 4.0 Z`ALE-RTS G DT 1Asxun VARIABLE 2 D' I (\rir—l`741f1 �re BLOCK3 �• r �al E�x � � i I �I i• ; LOOK OUT LETPIPE 9 I IY RCP Qy9) � � �°s `"ys °se S's�-s!°'—erss`�e' .. `•: 5 " � w SIDEMEN /31CURB INTSLET DETAIL �1 UR IRI w O a � O ®AS ROD. SIDEWALK TRANSITION TO 7%SLOPE -LAY DOWN CURB& AWAY FROM CURB TRANSITION GUTTER EXPANSION JOINTS TO MATCH CHANNELcq O �� � v� z I� �� N x O �P� =ALL =��LL =��LL 488�a 4965 ND58"PS RIE ES LOAD DSTAR DRAIN SYSTEM L WW W/8"PRDNEL GRATE(OR w U CHANNEL GRATE(OR APPROVED EQUAL). r w a 4980 EXPANSION JOINT 16"MIN. W Y p IN(TYP) RECESS CHANNEL 1/4"FROM _ CONCRETE SIDEWALK "MIN. TOP OF CONCRETE B/1 V 4880 N OBE A-2 4"MIN-DEPTH �� �� .✓'�6 MIN DEPTH O G -- 15n OF+T pE NOTES HiV SIDE SLOPES 1.926Wo 1. Swal bollpm shall manMnamnmum slopeMl%OuH:lV IDOes LOPEsbasin. '^ O FX ALF 51- (J1 LNS 51p{tM R� 2 Channel shall be LneEwNemsbnwMrol Wbnsdregelat'm has MbemeaWbl shed pool 2'MI.(TYP) - Ip penpGs high mnaA RYU ILITV GRASS LINED SWALE DETAIL �1 rrl 5 4975 + 4"MOM.MONOLITHIC CONC. C4 S [�qLl 1 A41°1° 4975 POUR TO ENCASE CHANNEL '^ �3 55WN COMPACTED SOIL DRILL FLANGE AND WIRE TIE FTI O A 000 STORM SEWE (d 0.831%(AB) REBAR TO CHANNEL M w 4970 4970 LAREBAR z 12"LONG TO SE EN 7 7/2"z 3 1/2"BRICK ON EDGE SPACE LATERAL LOCATIONS MOVEMENT U 36"O.C.AN ALLOW FOR CONC. FLN AT BRICK LOCATIONS UNDER CHANNEL O CHASE DETAIL 496 � 0+50 1+00 1+60 2+00 2+50 3+00 3+60 4+00 4+4965 W ICI 7 STORM SEWER MAIN PLAN&PROFILE U SCALE:7"=50'HORIZONTAL,1"=5'VERTICAL O a REV. DATE s%zs%i7 3 u/s&/a8 DRAWING DATE: u 28 18 SHEET AS-CONSTRUCTED C4mO #16096 RECORD DRAWING