Loading...
HomeMy WebLinkAbout003 C1.1 SITE GRADING PLAN 10-21-20 LEGEND NTAAyq o • PROPERTY MONUMENT(AS NOTED) I 1 � _- PROPERTY LINE MAINTAIN I o Matthew B. Tyw PROPER ) • • _ 15873Cofter an -----ADJOINING PROPERTY LINE SIDEYARD 15873ES --EASEMENT LINE SETZONIINNGKPER I LOT 1 Fy el, 0O EXISTING MAJOR CONTOUR LINE(5'INTERVAL) REGULATIONS 11 BLOCK 4 c�NR-L�o EXISTING MINOR CONTOUR LINE(f INTERVAL) IS-TRAIN.M.N SECTl.NFROM I SOUTHBRIDGE SUBDIV. PH 1 EER-lP ___-� - -- ---- -------- ------ -- -- - J x Tn.w EXISTING SPOT ELEVATION EXISTING CURB TO DROP CURB: I 1 xpo.00) PROPOSED SPOT ELEVATION - ---- ------ -- PROPOSED DRAINAGE DIRECTION - --- ---PROPOSED DRAINAGE SCALE ' --s----UNDERGROUND ELECTRICAL LINE EXPANSION JOINTS COMPLETELY ' AROUND SIDEWALK SECTION ---- ---- -- ------------------- - -a---e-OVERHEAD POWER LINE PP MAX.THROAT WIDTH POWER POLE 35'COMMERCIAL �w wl EXISTING 4"W'ATER SERVICE TO BE € f 40ANDUSTRIAL -0w�°"" �µ I CAPPEDIABANDONEDATMAIN .L GUYANCHORWIRE CURB 6APRE POURED MONOLITHIC �vs' UNLESS OTHERWISE APPROVED �w�sw 1 -4-a-4-EXISTING UNDERGROUND GAS LINE SAWCONINECTIN EI-r - - - '-- Southbridge Drive -s-�.-s-EXISTING UNDERGROUND COMMUNICATION LINE - �e��css 1 TAPICONNEGT XI NO n g ->".-n-M-EXISTING UNDERGROUND CABLE TV LINE CONTRACTION JOINT 5� s mess ISTING SS I 8"WATER IN �¢se�Tn RIM EtEV=493 49'm INSTALL NON-RESIDENTIAL WATERLINE yrs'ss CONNECT TO ETCHN FL WEST=d98 .24 1 1 DRNEN9TYAPPROACH PER 8"SS B.MATCH SOUTH=/95.24 1 Y NOACCESS RESTRICTIONWIIN 150'OF I9TH AVE RIW XPANI ION JOINTS AT CURB RETURNS EXISTING E6LOPE8 SEE DETAILi C1.1) ( I o V FIRE HYDRANT uIGNME _ __- �. _ pd WATER VALVE ---BACK OF cuRB f "IJ TxTPTILITV 4 ® WATER SERVICE CURB STOP SIDEWALK CONTRACTION JOINTS TOPE PLACED AT 25' J gRIAPLE CONTRACT 4995.71 4 5. 62 197074964MSTING SWIDE CONIC EINALK B9 Y SANITARY SEWER LINE SPACEDAT 5'INTERVALS-MIN. - sy -S FLOW LINE NTRACTORTO COORDINATE DEPTH V.EXPANSION JOINTS W IINLIIY BO%ILI SS SANITARY SEWER MANHOLE EDGE OF GUTTER cgnoNl INTERVALS. O ® STORM SEWER MANHOLE a (5.5'TYP) UTILITYBO&LINERESDCAn CONTRACTION JOINTS TO BE SPACED I TINIMCAT+ON) (I r�l STORM DRAIN LINE AT 10'INTERVALS IN CURB&GUTTER INSTALL'0 PARKIN F I •r9 O O�. fi 1 B1 11 ~6 F�1 �zs LP LIGHT POLE E"SIGN W Q QI ------ CURB AND GUTTER EXPANSION JOINT MATERIAL SHALL BE 112"THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. PROPOSED STORM WATER ,f:). 110'RN4 ---------CURB AND GUTTER W/FIRE LANE PAINT I: ..o.EIIION POND ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. RETENT e l 1r��FH,�1 Z1 ruaua.oEvm s III _.: DUPLEX aL '� r Lam ' '' ROPOSED STORM NEATER TRAFFIC SIGN GRADE ESTABUSHEDAS 11C RISE PER FOOT FROM TOP OFADJACENTFULL HEIGHT CURB OR MATCH EXISTING wv[sure SIDEWALK GRADE I INSTALL CURB CUT a ToeW=499z59 I� FOUR L CBiI m RETENTION POND q5 J TOFW. 9N.91 I © EXISTING COMMUNICATION BOX &DRAINAGECH4SE 6�1 ro -#5 SIDEVIALK DRNEMYAPRON I INSTALL STORM MANHOLE l� a 000 991. 1-4 ❑E EXISTING ELECTRICAL BOX WI 5 LF OF IFPVC STORM Z Z j 2 C!] 1' TYP (VARIES) SEWER TO CHAMBERS a u141 Is EXISTING DECIDUOUS TREE (VARIES) FL OUT ELEV=2.79 Q 1/d"PER FOOT SLOPE STREETSURFACE I UNDERGROUND RETENII JI IeJllprtMaue[A UEVaea,iov �r»'a�mR P 0 - W p tf cMFYBEA file �1191 I � I�: vvvlll � I EXISTING EVERGREEN TREE ° o 0 0 o I (iCOURSE I e' .19 34 <91 (7A9 0 198 ]fil l `$ UAbV]�I 3'WASHED ROCK r ' T Tr- I �7 I - - A EXISTING SHRUB MIN 6'THIOK "U "'IX"CON CURB&GUTTER tp OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH �' II TO.FW=499196 el TO.FWv99.96 TO,FW-0 ® WATER SERVICE CURB STOP h $ I r1I RESIDENTIAL DRIVEWAYAPPROACH N C1.1 SCALE:NITS COB STD DWG NO.02529-12 I II W `I PROPOSED 31'WIDE x Is.e I e L - I LP PUBLIC UTILITY& _ ' ACCESS EASEMENT 1 �/-PARKING I � +2" 7B CONSTRUCTION MANAGEMENT PLAN I'I 6461 $ 6 - 4B .05 Q - -- -- -- I --- - - d ---- _ 12"R (8, 623) INSTALL SILT FENCEI 'o w�w� wow �w 1,f �w�� w �� � Q•1 �j 1 i FQ�+ OR STRAW N(Al-rLE Soumbntlye Dnrc ` y w O PERIMETER CONTROL NSTALLNO PARKIN or -asi� -yu �w 3 9986 O I OtYT DG K B "PH e 'S ) r r I FIRE LINE SIGNS �'Pn __ - _M__- (6.62 s Lfl IJ �`"" S F 2.5"TOPSOIL 2" (/�1 f(I�n _ W (TYP) 1� (n5 I a'3 / I fiR - - - I- I4 L� O INSTALL-GY1QED /F- IGI L776/ consTRucnoN 1 ' OPEN SPACE I - - PROPO6 31 Wit o"R ENRANCE 'I I - PUBLICACCESS E o _ -- PUBLIC TILT & ACCESS EASE ENT .. SOUTHBRIDGE SUBDIV. PH 2 I j 1661 �' f ISTING alsnr°4c C/] ].5" 5.00 a - - s CURB&GUTTER ASPHALT �l APPROX.CENTERLINE e�_ 4b 6.21 \,� e 1 WI I �OF EXISTING STREAM I� O O O\O O O O O O O O O O O O O O INSTALL SILT FENCE 'I I1�;1 DUMPSTE6(2j9 Lx TB'_w T71 HJ_ I® `laz� ® lN l ITO911 I 6+T].OFW-499'.65 (�a II4, ro FW-=4994z } . /6585 4E mI,e. �� "CRUSHED GRAVEL OOOOOOOOOOOOOOOOOOOOOOOOO R STRR TOFW=49 OOOOOOOOOOOOOOOOOOOOOOOOOOO PERIMETER CONTROL 40CYTMPoRARYCONSTR .O.O ofBASE-3"MIN OOOOOO SUB-BA s WJ BE COURSE gg6 AS REQUIRED i 0[DID D ' L) t{1j1 ® tI I1.97E �~ 8191 .I i � U COMPACTED SUBGRADE PAINTC RBSREDWI I .AWN NQMS: 1l - T ' I STEM ILED IN M TE III I� "NO PAR NG FIRE LANE" r II...+�.yy 1.Subgrede or base course wmpaction shall conform to section 02230(M.P.W.Specs.,1996 ad.) \ III _ ,bs a FLI 2 Contmd joints shall be placed at 10 eltermle and shall have a nn n mum depth of 3/4"and minimum width of 1/8". 1'j j o INSTALL"NO PARKIN I(6 DUPLEX _ 3.1/2" p joint atenal shall be placed at all PC.s PTa culb returns and at not more than 300 ntemals.The 'CI L__ - ". ® I TO.F'N=4998.47 I T`�t 4G4 FIRE LANE' TO.FW 998.75 ��11 expans nmmnml shall extend through the full depth of the curb and gutter - m N 4.No curb antl gutter shall be placed without a final form inspection by the Cry Engineer or his representative. L p �I ^' Al1m I O W Icy 5.Concrete shall be Class M-4000. ¢ �'` �/ W 6.Crushed gravel base shell meet the requirements of Section 02235(MPW SPECS,1996 ad.)For curb and SCALE:1"=60' .I I -`�°- ) QI s Lf7 W N gutter replacement projeds,washed rock may be used for the gravel base. 4 O INTERIOR CURB&GUTTER DETAIL PROPOSED STORM WAIER� - _ o S�ALB�TS AS ROD. I RETENTION PONDR1 �. �- 14 5 --- 1 w 77panv SIDEWALK/SL O, /� W TRANSITION TO1 OPE I (6 ].f0 -, r .E. 1.5) M F--1 AWAY FROM CURB Y DOWN CURB 8 TRANSITION GUTTER ,-EXPANSION JOINTSTO MATCH CHANNEL ( , "` a a �fE°c N89°I)5'19'W 48.6T�`/a_�r= - 0498 -°r5 .9 49973 4IY'1VSlOES(OPES 7.5 DEPTH(MA%) 4H:+V StDESLO�s I 11 TxTPTILITY li U O /L \ 1.4 TYPICAL RETENTION POND CROSS SECTION I SHADY LANE NSTALLSTORM HOLE Ott SHALL:Rt'S II 11 PUBLIC PARK WSEWERTI5'R BERSM } O SOUTHBRIDGE SUBDIV. PH 1 FL OUTEEV .45 NDs d'PR0.SERIES TRENCH DRAIN SYSTEM �I I UNDERGROo ND ETENTION W/8"PRO-SERIES LOAD STAR HEAVY TRAFFIC I NI Naaiie', I" GENERAL NOTES: CHANNEL GRATE(OR APPROVED EQUAL). mrvuvubu ssaw.as, w 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS,MPWSS6TH EDITION,APRIL2010 AND CITYOFBOZENIAN I I MODIFICATIONS TO MPWSS,MARCH 2O11,ADDENDUM NO.1&ADDENDUM NO.2. 16"MIN. .I 2. THE CONTRACTOR SHALLVERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. EXPANSION JolNr RECESS CHANNEL 114"FROM 3. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. CONCRETE SIDEWALK "MIN. TOP OF CONCRETE 4. TRENCH BACKFILL SHALL BE TYPE A,FORALLAREAS TO BE PAVED. 4"MIN.DEPTH 5. THE INSTALLATION OF THE SANITARY SEWER SERVICE LINE FROM THE EXISTING SERVICE STUB TO THE BUILDING IS THE REV. DATE RESPONSIBILITY OF THE DEVELOPER. - 8/1y/zo 6. THE INSTALLATION OF THE WATER SERVICE LINES FROM THE EXISTING SERVICE STUBS TO THE BUILDING IS THE RESPONSIBILITY OF - 5/t1/sn a/z1/rsp THE DEVELOPER. 'MIN.OF BITUMINOUSASPHALT. 3 w/13/rso 7. AN APPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE MUST BE INSTALLED FOR EACH NEW BUILDING SHOWN,PER CITY OF 4"NOM.MONOLITHIC CONC. POUR TO ENCASE CHANNEL BOZEMAN REQUIRMENTS. Co53"MLNyF1 MIriUS CRUSHED GTUVE�� 8. CONTRACTOR TO FIELD VERIFY LINE AND GRADE OF EXISTING SEWERAT SERVICE CONNECTION POINT TO VERIFYADEQUATE FALL FOR o 0 o DRAWING DATE: SEWER SERVICE. / 9. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS OSHAAND ALLAPPLICABLE SAFETY COMPACTED SOIL) DRILL FLANGE AND WIRE TIE 6" N 'I U nI 10 1 20 REQUIREMENTS. RESAR TO CHANNEL I V o 0 0 0 0 0 0 0 0 10. GROUND MOUNTED MECHANICAL EQUIPMENT,INCLUDING,BUT NO LIMITED TO UTILITIES,AIR EXCHANGE CONDITIONING UNITS, �� COMPACTED SUJ AA6 = `� ` �� SHEET TRANSFORMERSAND METERS SHALL NOT ENCROACH INTO THE REQUIRED YARD SETBACKS AND SHALL BE PROPERLY SCREENED WITH #3 REBAR x 12"LONG TO SECURE 7 1/2'x 312"BRICK ON EDGE SPACE AN OPAQUE SOLID WALLANDADEQUATE LANDSCAPE FEATURES.ALL ROOFTOP MECHANICAL EQUIPMENT SHALL BE INCORPORATED LATERALCHANNNELMOVEMENT @36"O.C.TOALLOW FOR CONIC. INSTALLGEOTEXTILE FABRICAND/OR GEOGRID IF SOFT SUBGRADE INTO THE ROOF FORM OR SCREENED IN AN APPROVED ENCLOSURE. AT BRICK LOCATIONS UNDER CHANNEL CONDITIONSARE ENCOUNTERED. 0 20 40 C 1 1 11. PROPOSED DRY UTILITY(ELEC,GAS&COMMUNICATIONS)LOCATIONS SHOWN ARE PRELIMINARY.CONTRACTOR TO COORDINATE FINAL ATYPICAL ASPHALT CROSS SECTION LOCATIONS WITH UTILITY PROVIDERS. 4�o SIADTE��SK CHASE DETAIL 1.1 L=F7T SGALEINFEET . 12. DRY UTILITIES AND ASSOCIATED STRUCTURES SHALL BE LOCATED A MINIMUM OF 10-FEET FROM PROPOSED WATERAND SEWER MAINS CONTOUR INTERVAL AND SERVICES. #20002