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Home My WebLink AboutLincoln Properties - Infrastructure Improvements - As Builts INFRASTRUCTURE IMPROVEMENTS GENERAL NOTES LINCOLN PROPERTIES 1 ALL CONSTRUCTION WORK ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS SIXTH EDITION, 2010 MPWSS AND 2011 CITY OF BOZEMAN MODIFICATIONS TO MPW INCLUDING ALL ADDENDUM$. 2. WATER MAIN PIPE MATERIAL SHALL BE AS SPECIFIED ON THE PLANS. ALL WATER MAIN SHALL BE INSTALLED WITH A MINIMUM COVER OF 6.5 FEET WITH RESPECT TO FINISHED GRADE UNLESS NOTED OTHERWISE. 3. MAINTAIN 18" (VERT.)SEPARATION BETWEEN ALL WATER MAIN AND ALL SEWER MAIN. BOZ E MAN, M O N TA N A 4. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION, AS DETERMINED BY OWNER AND THE ENGINEER. PLAN INDEX 5. THE LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, LOCATION, DEPTH, SIZE, LINE AND GRADE OF EXISTING UTILITIES CONNECTIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN SHEET DESCRIPTION LOCATION Is KNaWN. 1-1 COVER SHEET/GENERAL NOTES 6. A LIST OF REPRESENTATIVES TO CONTACT FOR INFORMATION REGARDING FACILITIES IS AS FOLLOWS: 1-2 OVERALLOVERALL SITE PLAN&BENCHMARKS NORRTHWESTERN NERG SYSTEM i-406-saz-as08 35 S-1 SEWER-ROAD"AH CENTURCHARTEY COMMUNICATIONS 1-406-58406 05-02340 W-2 WATER-ALDER COURT CITY OF BOZEMAN WATER DEPARTMENT 1-406-582-3200 PREPARED FOR: TAY LO R PROPERTIES INC. W-3 WATER-ROAD HAn 7. THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLFS DAMAGED OR OTHERWISE DISTURBED BY ST.1-2 STORM-ALDER COURT THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BE INCIDENTAL TO THE PROJECT, SEPARATE PAYMENT WILL NOT BE MADE. R-1 ROAD-LINCOLN STREET 8. ALL BACKFILL FOR UTILITY TRENCHES SHALL BE TYPE "A", UTILIZING TYPE 1 BEDDING FROM 4" BELOW TO 6" ABOVE PER DETAIL 02221-1 UNLESS DIRECTED OTHERWISE BY ENGINEER. THE COST OF THIS BEDDING SHALL BE INCLUDED IN THE UNIT PRICE BID FOR WATER, STORM, AND SEWER MAIN. -\ R-2 ROAD-MAPLE LANE 9. ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING OR MECHANICAL RESTRAINTS, AND VALVE BOXES IN ACCORDANCE WITH MPWSS AND AND C.O.B. MODIFICATIONS. ANY EXISTING OR NEW VALVES WHICH R-3 ROAD-ALDER COURT CONTROL THE C.O.B.'S WATER SUPPLY SHALL BE OPERATED BY C.O.B. PERSONNEL ONLY. PREPARED BY: E s I C R-41 ROAD-ROAD"A" 10. ALL FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH C.O.B. STD DWG NO 02660-4. NGINEERING, INNCC S-.1 SIGNS 11. ALL FITTINGS INCLUDING BENDS EQUAL TO OR GREATER THAN 22-1/2 DEGREES, TEES AND PLUGS SHALL BE THRUST BLOCKED IN CONFORMANCE WITH MPWSS DETAIL 02713-1, OR MUST HAVE MECHANICALLY D-11 DETAILS RESTRAINED JOINTS AS INDICATED BELOW FOR AS ESTIMATED TESTING PRESSURE OF 200 PSI. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. a.. - D-2 DETAILS 12. THESHALLONTRACTOR IS RESPONOLLED SIBLE FOR ACONTROLNCE LING AND PERMIT. EROSION DURING CONSTRUCTION AT HIS OR HER EXPENSE. STREETS SHALL BE WATERED TO CONTROL DUST WHEN ORDERED BY THE ENGINEER. D-3 DETAILS 13. ALL PROFILES REPRESENT EXISTING GROUND (DASHED LINE)AND FINISHED ASPHALT(SOLID LINE) ALONG THE ALIGNMENTS INDICATED ON THE PLANS. ELEVATIONS ARE FINISHED ASPHALT ELEVATIONS UNLESS MAP OTHERWISE NOTED AS TBC ELEVATIONS. VICINITY ��1tlJILA 14 ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR IN ACCORDANCE WITH THE SWPPP PERMIT. - 15. ACCESS FOR OTHER CONTRACTORS WORKING ON THE SITE AND EMERGENCY VEHICLES SHALL BE PRESERVED AT ALL TIMES IN ACCORDANCE WITH THE CONCURRENT CONSTRUCTION PLAN PROVIDED IN THE PROJECT MANUAL. -r••-. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF UTILITY(PHONE/POWER) INSTALLATION WITH LOCAL UTILITY COMPANIES. _ 17. THE CONTRACTOR SHALL NOTIFY ONE CALL®1-800-424-5555 FOR ONSITE UTILITY LOCATION. ALL EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING. f I 18, THE CONTRACTOR SHALL MAINTAIN SERVICE OF ALL EXISTING UTILITIES. IF SAID SERVICE IS DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY REPAIR THE DAMAGE AT THE CONTRACTOR'S EXPENSE. ♦q. - 19. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE OF MANHOLE TO EDGE OF MANHOLE(DISPLAYED LF-4'). THE DISPLAYED PIPE LF IS FOR ESTIMATING PIPE PAY QUANTITIES, CENTER OF MANHOLE TO CENTER OF MANHOLE. SEE MEASUREMENT AND PAYMENT IN THE SPECIFICATIONS. T 20. WATER AND SEWER SERVICE LINES SHALL BE EXTENDED TO 8 LF BEYOND THE RIGHT-OF-WAY LINE UNLESS NOTED OTHERWISE. 21. VALVE BOXES ARE REQUIRED FOR ALL VALVES IN A BURIED SERVICE. ' 1 22. TOP ELEVATIONS PROVIDED FOR WATER MAIN CONSTRUCTION REPRESENT THE MINIMUM TOP ELEVATION AT THE LOCATION IDENTIFIED TO ACHIEVE THE REQUIRED 6.5' COVER BASED ON PLANNED STREET ELEVATIONS IfPf, WITHOUT ALLOWANCES FOR CONSTRUCTION VARIANCES. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT THE REQUIRED 6.5' COVER OVER THE WATER PIPE IS ACHIEVED. - 23. PIPE DEFLECTION IN WATER MAIN IS SHOWN USING 3-DEFLECTION AT THE JOINTS. NNW LINCOLN STREET PROJECT AREA>� 24. SANITARY SEWER MANHOLES SHALL HAVE MINIMUM OF 0.2' OF DROP BETWEEN INVERT IN AND INVERT OUT. t 25. THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY WORK. 26. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. •4 �. r 27. PROJECT ON LOCAL DATUM. LOCAL DATUM = C.O.B. DATUM + 7.79' I f s Lu GENERAL PIPING NOTES Z y - o U Lu w 1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. MINIMUM COVER SHALL BE 6'-6" UNLESS OTHERWISE NOTED. _ ¢ 2. ALL FLEXIBLE CONNECTORS OR FLANGES COUPLING ADAPTERS SHALL BE PROVIDED WITH THRUST TIES, BLOCKS, OR ANCHORS, UNLESS ¢ OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED. 3. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED, SHALL BE O • -1 PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION CHANGES, UNLESS OTHERWISE NOTED. N t - ♦ ► "� 4. VALVE BOXES ARE REQUIRED FOR ALL VALVES IN A BURIED SERVICE. 5. THE FOLLOWING MINIMUM RESTRAINT LENGTH AT THE DUCTILE IRON FITTINGS APPLY FOR ALL WATER MAINS. THE CALCULATIONS WERE i r DONE ASSUMING 200 PSI TESTING PRESSURE. ' 1r r its TESTING NOTES tt .� RECORD 1. COMPACTION TESTING IS TO BE COMPLETED BY THE CERTIFYING ENGINEER, MEETING CITY OF BOZEMAN STANDARDS. ADDITIONAL TESTING DUE TO FAILING TESTS ARE AT THE t OF THE CONTRACTOR. 2. THE CONTRACTOR IS TO PROVIDE A SCHEDULE TO THE ENGINEER IN ORDER FOR THEM TO COMPLETE THE FOLLOWING TESTING. - - _ ROADWAYS - TESTED AT 50' INTERVALS FOR EACH LIFT DRAWING _ ` t TRENCHES - TESTED AT 200' INTERVALS FOR EACH LIFT SIDEWALK SUBGRADE - TESTED AT 200' INTERVALS 3. CONCRETE TESTS SHALL BE PERFORMED FOR EVERY 50 CYDS OF CONCRETE PLACED WITHIN THE RIGHT OF WAY. THE CONTRACTOR IS TO GIVE THE ENGINEER 24 HOURS NO" O 6/0 1 /2 2 I� IL TO PLACING CONCRETE TO AID IN THE SCHEDULING OF TESTING. VERIFY SCALE REVISIONS DRAWN BY:MDH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW LINCOLN PROPERTIES 1097.003 REDUCED,LINE BELOW 1 UPDATES PER CITY OF BOZEMAN REVIEW 1 011 9/2 0 1 8 MDH >'s INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER MEASURES ONE INCH ON oRicINU DRAvnrvG. i�y Engineering CHR.WASIA ER;K)' APPR.BY:CMW BOZEMAN MT 204 N.11th Ave. CU i Consulting �7, M.WASIA Design Bozeman,MT 59715 O 10959 PE =L DATE:07/17/2018 DRAWING NUMBER MODIFY SCALE ACCORDINGLY &l�el�&Ilinn�nlofaVewStandardofCommttxentGINEERING, INC Planning Phone:(406)581-3319 `� �a� BY.q.REVIEW I-1 ,e��,a � COVER SHEET EETSCOVER.dwg Plotted by%mike h>%on%<--->% COPYRIGHT?GENESIS ENGINEERING,INC.201E NAL DATE: ————— --------------- ________ NORTH ARROW BOLT --------- ------ - -- - ELEV=4903.54(NAVD 88) BENCHMARKS — _ LINCOLNBTREET_____ OL POINT#1 -5/8" SAR _ i -CONTROL POINT 3 / — _ — _ — ABBREVIATIONS N: T__ 51949 - - -- — —_ — ELEV=488951 E:15695 i NORTH-AR O WLL _ - APPROX APPROXIMATE _ NTS NOT TO SCALE 888.06r - - ELEV=4904.47(I7/FVp-88) ` `� ASPH ASPHALT OC ON CENTER AVGASS'Y AVERAGE OD ON DIAMETER __ CHIP OVERHEAD POWER CONTROL POINT#2-5/8"REBAR --- ® AT PC POINT of CURVE BLDG BUILDING PE POLYETHYLENE ® N:519082.73 \ \ BOT BOTTOM PERP PERPENDICULAR �` J CHK CHECK PI PRESSURE INDICATOR, POINT OF INTERSECTION E:1569728.88 / A // a CAST IRON PL PLACE CON 1 ) / V CIMJ CAST—IRON PIPE MECHANICAL JOINT PRELIM PRELIMINARY CJ CONSTRUCTION JOINT, CONTROL JOINT PREP PREPARE, PREPARATION ELEV:4895.14 =48 / CL CENTER LINE PROP PROPERTY CUR CLEAR, CLEARANCE PRV PRESSURE REDUCING VALVE CMP CORRUGATED METAL PIPE PT POINT, POINT OF TANGENCY \ ✓ /` / - CMU CONCRETE MASONRY UNITS PVC POLYVINYL CHLORIDE CO CLEAN OUT PVMT PAVEMENT COB CITY OF BOZEMAN RAD RADIUS BASELINE DATA 0/ 0 COMB COMBINATION RCP REINFORCED-CONCRETE PIPE CONC CONCRETE OR CONCENTRIC RD ROAD LINCOLN STREET CONT CONTINUE, CONTINUED, CONTINUOUS ROCK REDUCER is .. COORD COORDINATE REBAR REINFORCEMENT BAR STA 0+00 E — CORR CORRUGATED REF REFERENCE CTR CENTER REINF REINFORCE N=519529.38 � � � � I\ CF CUBIC FEET RELOC RELOCATE, RELOCATION CULV CULVERT READ REQUIRED E=1569518.87 1 CYD CUBIC YARD EST REINFORCING STEEL BEARINGS 88°58'51"E DI DUCTILE IRON RT RIGHT DIA DIAMETER R.O.W. RIGHT-OF-WAY DI AG DIAGONAL SAN SANITARY O \ DM DIMENSION SCHED SCHEDULE m i MAPLE LANE _ 1 - DWG DRAWING SDMH STORM DRAIN MANHOLE STA 0+00 -K EA EACH SDWH SIDEWALK W \ EG EXISTING GRADE SECT SECTION Z , O ELV,ELEV ELEVATION S SLOPE N=519532.54 g L ci ENGR ENGINEER SPEC SPECIFICATION E=1569576.36 WED\, K EP EDGE OF PAVEMENT SO SQUARE �'/ _ W EQUIV EQUIVALENT SO FT SQUARE FOOT BEARING S01°16'54"W J ° �O�i \ EX EXISTING SO IN SQUARE INCH f , Q EXT EXTENSION, EXTERIOR STA STATION FAB FABRICATE SS SANITARY SEWER ALDER COURT - FDN FOUNDATION SSMH SANITARY SEWER MANHOLE �/ 1 STL STEEL �/ FES FLARED END SECTION STD STANDARD STA 0+00 ® ® �O / \ \ f, FEE FINISH DFET FARED EFLOOR ND RE EVL STRUCT STRUCTURE N=519527.22 a FF FINISHED FLOOR SWR SEWER E=1569925.56 FG FINISH GRADE TB THRUST BLOCK _ FL FLAG OF CURB TBC TOP BACK OF CURB F1 11 1 1 1 T I I I I I FILL FLOW LINE TEMP TEMPORARY, TEMPERATURE BEARINGS 01°01'S3"W r FIN. FINISH THRU THROUGH FLR FLOOR T.O. TOP OF ROAD"A" / — 1 FT FOOT, FEET T.O.P. OUTSIDE TOP OF PIPE / \ FTC FOOTING, FITTING TOC TOP OF CONCRETE, TOP OF CURB STA 0+00 a NORTH ARROW BOLT HDPE HIGH DENSITY POLYETHYLENE T.O.W. TOP OF WALL \ _ - HORIZ HORIZONTAL TYP TYPICAL — ELEV=4903.12(NAVD 88) HWY HIGHWAY UG UNDERGROUND N=519380.40 NTROL POINT _=48IN CONTROL POINT 5 HYD HYDRANT UTIL UTILITY ELEV E=1569572.47 I H \ ELEV=4890.58 ID INSIDE DIAMETER VERT VERTICAL < IE INVERT ELEVATION VOL VOLUME BEARINGS 89°03'35"W j - - - IN. INCH W WITH- ® INSTL INSTALL, INSTALLATION W�0 WITHOUT IN SUL INSULATE WL WATERLINE / 'E, JUNCTION BOX WM WATER MAIN t` LBS POUNDS WS WATER SERVICE � LF LINEAR FEET WTR WATER J� LT LEFT� \ \ i LVL LEVEL WV WATER VALVE MAX MAXIMUM MH\ \ MIN MINIMUM MUUM MISC MISCELLANEOUS MJ MECHANICAL JOINT MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS _ M N I M U M R E S TR A N T LENGTHS 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR \ T T I� MT USE ON DRAWINGS AND TEXT", PUBLISHED BY THE r \ - r 1TTTNG MTN. LENGTH (FT) AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) \ - OR CONTACT THE ENGINEER. EE, _ 12" DEAD END 45'-0" 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT ALL ABBREVIATIONS ARE USED ON THE PLANS. 12" X 8" TEE 8'-0" �- 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS 8 DEAD END 31 —O (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE n X �i SHOWN OTHER LEGEND SHEETS, AS APPLICABLE. C) E C O R D _ - 8 TEE 7 -O 4. ABBREVIATIONS FROM MONTANA PUBLIC WORKS STANDARD SPECIFICATI 1 Y CONTROL POINT 2 FIFTH EDITION, 2003 AND ALL CURRENT ADDENDA. ELEV=4895.14 6"X 8' TEE 8'-O" DRAWING 30 GRAPHICC SCALE 30 ( IN FEET) 06/01 /22 1 inch= 30 ft. 11"X17":1"=60 ft VERIFY SCALE REVISIONS DRAWN BY:MDH PROJECT NUMBER THESE NO. DESCRIPTION DATE BY LINCOLN PROPERTIES 1097.003 REDUCED. MAY BE CHK'D.BY:CMW REDUCED.LINEBELOW 1 UPDATES PER CITY OF BOZEMAN REVIEW 10/19/2018 MDH •' SHEET NUMBER MEASURES DRAWL NON INFRASTRUCTURE IMPROVEMENTS ORIGINPL DRAWING. E JIIIBBII119 CHR.WASIAER APPR.BY:CMW BOZEMAN MT Designg ze N.111h Ave. 09 PE = DRAWING NUMBER NESISBozeman, )5 1-331 'W DATE:07/17/2018 Phone:(406)581-3319 MODIFY SCALE ACCORDINGLY NGINEERING, INC Planning lSTENEJ Q.A.REVIEW BENCHMARKSY: I-2 � B HEETSCOVER.dW Plottedb %<Chris msia>%On%<8 qli® IORI 0 aXew taxiardo ammiIRCOt COPYRIGHT®GENES IS ENGINEERING,INC.201E NAL .-1 DATE: w INSTALL TYP.SEWER T I INSTALL TYP.SEUVE�i--v I / SERVICE SEE 7ABLE��_ / SERVICE SEE TABLEv STA 0+02 88 y w: INSTALL SSMH#1 ON g a ,� �v�• j EXISTING 8"SEWER MAINU-IL4IG-- r -Al _i I / i iS-l4 NITS , IN/T S AT2+L6L8 S.9,5 _ I / / SEWER SERVICE TABLE-ROAD"A" SMH#2 ---- / BUILDING STATION OFFSET LENGTH SIZE/DESC STUB TO BLD ,Ot P POSED 8"SD 3 V S=2.1% I� PRO - ROAD"A" Ip P SBD 3'" ATER " / EWER MAIN ��.3+00 j I + •40 #1 4-E 0+60.77 13.4'LT 7.75' 4"PVC _ y \_ / FLD"$; y„ �.& W Rom_• \ .� ..\ .. •v\ .. #'� 4 E 1+19 56 3 25 LT 7 25 4"PVC S=2.1 WATER'MAIN �.- v __ 1 S " - __ -___---____--__- _ w / - -I 1 f-PARATION "III #1 4-E 1+95.38 113.4'LT 7.4' 4"PVC S=2.1% z �i \\ BUILDI G 3-I / I I ----/ T=- \\ sue_--_-- #Q 4-I 2+12.61 19.2'RT 25.1' 4"PVC $=2.1% N�z ' �L_-� �L--� INSTALL`TYP.SEWER II III I m \ \ i SERVICE St TABLE \�� iI I- i 4-E 2+54.50 13.3'LT 7.4' 4"PVC S=2.1% 2t1 ITS -v 1 -- #� / I I m I I yr 6UNITS '� I I jil / SEWER SERVICE TABLE-MAPLE LANE BUILDING STATION OFFSET LENGTH SIZE/DESC H _ I� aig\.\�sF___ i I'' �" ------- II II #"3 3-1 2+14.14 26.67'LT 22.3' 4"PVC $=2.1% INSTALL TYP.SEWER SERVICE SEE TABLE ��'� �-o o '\ � / `-------- EXISTING PIPE INV-4882.80' ------- , 30 GRAPHI SCALE 0 15 30 ( IN FEET) I ch 30 / \,\ 11"X17":1"=60 ft ROAD "A„ PROFILE VERT:1"=3' TYPE A TRENCH BACKFILL HORIZ:1"=30' TYPE 1 BEDDING 11X17 PROFILE VERT:1"=6' HORIZ:V=60' 4895 4895 DD RIM ELE :4890.9T N + V OUT W n IN :4882. 5'+'k _.,vo IM ELEV: 889.18' ) 0 a vv~ II FINISH D GRADE o U- w x w z z_p x I V IN(E):4 80.33' ITERLINE an d 5 5 »>a I V OUT(N):4880.09' - as N z z z o / S=0.57% 4890 _ 4890 BACK OF WALK PVI STA 0+26.00 PVI EL 4889.56 PVI STA 0+ 6.00 P I ELEV 4 89.40 EXISTING GROUND SEWER SERVICE AT CENT RLINE CROSSING T.O.P.=48 .97 4885 4885 PROPO ED WATER AIN INSTAL 264. g" S R 35 EL S 0.5B% 4880 " 4880 4875 4875 RECORD -O N10 �� Nc0 NO �- Om co") �h hN h� N� Olf) �O DRAWING m 0 "GD O)� m� pj 0 O>� c N O� O`n O N O)� N) ' m' cp 0 0� co W m COO W m GoO COO mO mO m0 NO NO Do COS COS m� 00 of Go Do Do Dom o�m Dom Gom Dom Dom Dom DODO DODO 00m Do 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 06/01 /22 VERIFY SCALE REVISIONS 4T - DRAWN BY:JAH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW LINCOLN PROPERTIES 1097.003 REDUCED.LINE BELOW 1 UPDATES PER CITY OF BOZEMAN REVIEW 10/19/2018 MDH SHEET NUMBER MEASURES ONE INCH ON INFRASTRUCTURE IMPROVEMENTS ORIGINAL DRAWING. EmJineenng U CHRISTOPHER APPR.BY:CMW BOZEMAN MT S I 204 N.11th Ave. DDesigng ,n 10.9591E = DRAWING NUMBER Bozeman,MT 59715 O �G! DATE:07/17/2018 MODIFY SCALE ACCORDINGLY Planning Phone:(406)581-3319 -,,�5 9eV STtN` - Q.A.REVIEW SEWER PLAN AND PROFILE-ROAD"A" NGINEERING, INC \s; S-1 EETSSHEET-SWR.dw Plotted by%<.Ike h>%on%<->% t Ominnina o aiSew$tandardo IGHT?GENESIS ENGINEERING,INC.2018 ONA1:• DATE: BUILDING 4-E i jJ z \U �I�I'I�-/ 24 UNITS I �� I i WATER SERVICE TABLE-ROAD"A" BUILDING STATION OFFSET LENGTH SIZE/DESC a INSTALL TYP.WATER A \ II / g ` L ftv� _ SERVICE SE TABLE \ .. - 11 I / 4-E 0+62.10 13.4'LT 18.33' 1.5"COPPER �_ \ v n I I� - ��` �I' � TTRA 7X�T R. r->�r-�r- I IV i INS 3+ .51 4 E 1+20.91 13.2'LT 18.33' 1.5"COPPER - I I INSTAL 8"X8" EE&WATER VALVE WATER VALVE RESTRAIN I�+ ROAD"A" - / r P13 POS g^p Q S A113-(fAiit- Imo' r 1 I I RESTTF N ACC RDING TO 4-E 1+96.72 13.3'LT 18.33' 1.5"COPPER ` -- -- - - / II REST INTT BLE INSTALL 6"X8"TEE WITH i ` -- -- ---- -- / 41 2+08.78 40.0'RT 35.0' 4"D.LP FIRE i ,Hsrtrr II /- ACCORDING TO TABLE ,TvV \ EWER IN I '" °� &SF4�ER LENT I + .40 41 2+10.78 19.1'RT 14.1' 1.5"COPPER _ PROPOSED y8"D.I. i - L �J IL-- _-WATER MAIN -\` - \ \ /// \i } - ----_--� --- 4-E 2+55.83 13.3'LT 18.33' 1.5"COPPER INSTALL 6"WATER \�- -�•- - - i VALVE RESTRAIN ACCORDING TO TABLE II Z g }i' j I I 1 F-Iw WATER SERVICE TABLE-MAPLE LANE I I rn 3 p UILDING 3-I INSTALL TYP:INATE IIII INSTALL LIVE TAP&TEE I - ° ��/ I�, BUILDING STATION OFFSET LENGTH SIZE/DESC I r- -�y �2-UNITS=> �/ 1 SERVICE SEE TY�BL� IIII p TYP 6"FIRE LINE SEE TAB - I� `, 1 I U 3-I 2+08.44 60.5'LT 48.2' 6"D.LP.FIRE EXISTING T.O.P.-4882. I _ i� � �I I I� .+,I1) I IUDI -'4-I \�� 1 % U 3-I 2+10.44 26.T LT 15.1' 1.5"COPPER --`INSTALL TYP 4"FIRE LIN€ - 61yml S SEE TABLE l / /I -0 III I i INSTALL LIVE TAP&TEE \� �- Imo.' �<ayy _ p OF TYP WATER SERVICE SEE TABLE, _ • _ � I j MINIMUM RESTRAINT LENGTHS EXISTINGT.O.P.=4882.80'I 1 ----- FITTING MIN.LENGTH(FT) 8"X8"TEE T-0^ 6"X8"TEE 4-_0" i ~ / / 6"X6"TEE 5'-0. 4"X8"TEE 2'_0^ GRAPHIC SCALE I 30 0 15 30 IN ET 1 a h E30)ft. 11"X17":1"=60 It ROAD "A" PROFILE VERT:1"=3' (30'ROW,25'TBC TO TBC) HORIZ:1"=30' TYPE A TRENCH BACKFILL 11X17 PROFILE TYPE 1 BEDDING VERT:VZV HORIZ:1"=60' 4895 4895 QZ OU J 00 mJ OF Qw OJ a +a a3 J rNoto carat U_ o J0 AT CENTERLINE m a a s U Q� __ erolru a.sa 4890 as >a _ _ -_ i� 4890 STA +08.7 - 2',,:�R INST LL 4 X FIRELINE TEE W/ M.J. t.nn cm lRcol xz otc=Rs)no«a e• �UMYI BOWD By i0YA1AR I^A aSUPNI - oaws ccw,«c w owl ooct srwuow _ HI PT IN ATER MAI saws mu acmorno.• TSTALL9.22 O+ "X8" TEE N .V. & M.J. T8"X8"TE EXI TING GROU D a.rtn�`t °t V., .O.P.= 4882.19') cn Roa 6.5'MIN BURY AT ENTERLINE ( «DRI:a«K�.tA.s,A.,ID« 4885 INSTALL B' ONGX3' 4885 WIDE INSUI ATION T.O.P.4883.18 5_S51 D.I.P. PROPOS D SEWER AIN S A 3+40.5 1 raasl[D tarn[ MIN 6"SEP RATION(a� STALL X8 TEE W V. BC ..J. ENSURE 18'MIN SEPA TION SERVICE CROSSING T.O.P. 4884. 1' 4880 BETWEEN NEW WATER MAIN AND 4880 el M. EXISTING SEWER MAIN -{ annl w iRvc«EXISTING 8"S NITARY SEWER .acum,eowo e.ruwwl rn�.u+,l, ol er o.ws ccarrc a oor aorAL sr.acroMr M m ifl O EOCE _ n _ c0 ]•INSu1Al10« 11tCRr451 IL IL � d d d d d 8• li II II II II II II 4875 4875 N� �� In ID NO �� oln DO �N N� RECORD Cn-t Cn� m� a; �O ;7 N O� plc? �I� �N OP O7 c6N 6 - GO O* CO O) N m N Cn CO O CO O Cn O Cn O M O CO O CO O N N N- O> NN NN NN 00N NO) NIP GO NO) NO) NO) NO) NGO GO NO) N0) �N �N �� N �N �N �N �N �N �N �N �N �N �N �N DRAWING GO GO 00 BURIED WATER SERVICE LINE INSULATION DETAIL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 06/01 /22 VERIFY SCALE REVISIONS 1,,T - DRAWN BY:JAH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW LINCOLN PROPERTIES 1097.003 REDUCED.LINEBELOW 1 UPDATES PER CITY OF BOZEMAN REVIEW 10/19/2018 MDH SHEET NUMBER MEASURES ONE INCHON INFRASTRUCTURE IMPROVEMENTS ORIGINAL DRAWING. Eyineenng U CHRISTOPHER APPR.BY:CMW BOZEMAN MT S I 204 N.111h Ave. DDesigng ,n 10.9591E = DRAWING NUMBER Bozeman,MT 59715 O .� DATE:07/17/2018 MODIFY SCALE ACCORDINGLY Planning Phone:(406)581-3319 -,,�5 9Fo STcµ` - Q.A.REVIEW WATER PLAN AND PROFILE-ROAD"A" NGINEERING, INC \s; W-2 %NSHEETSSHEET-WTR.dwgPlotted by%-mike h>%oIn%<--->% 7Ft Ot innin o aiSew$tandalfo Comaitluat COPYRIGHT?GENESIS ENGINEERING,INC.2DI8 ONA1:• DATE: STA-0+19.77 INSTALL1 X8"TEEI RESTRAIN Q/CCOR.IPG TO REST NT TABLE Ir/ i 11, I \ STA 1+57.51 l INSTALL 8"X8"TEE AND VALVES I MINIMUM RESTRAINT LENGTHS I RESTRAIN ACCORDING TO VA BOX INLLEDI 1 RES-TRAINT TABLE— FITTING MIN.LENGTH(FT) 2.5'p•F 12"MA 6'WIDE SAWCUT OF TO AVQID�U B EXISTING ASPHALT FO 12"X8"TEE 5'-0" 1 I \j �VPJEFZM 8"DEAD END 31'-0" t t I INSTALLATION ' STA 2+31.03 11� ��/ ALDER COUR'F�"ltQ 2+ INSTALL HYD.ASSEMBLY 8"X8"TEE 7'-0" j \ W/29'OF LEAD PIPE. QK __-_�_j_______ __ ____ \ 6"X8"TEE 4'-0" _ —��T,=----- - ------ \�� RESTRAIN ACCORDING �--h------4- ___ ..—.. -- � .6P-V8 TE ��, �� TO RESTRAINT TABLE DARY/ III W Po / �I Z Q Io . IH ail II/ 0 Iw Z, - Q 1 a. Ia R O�0 a-ia 1 a O [e 03 am d_ U Ii J Of 4 0 GRAPHIC SCALE 30 0 15 30 IN FEET) 1 inch= 30 ft. 11"X17":1"=60ft PROFILE ALDER COURT o VERT:1"=3' (60'ROW,33'TBC TO TBC) a, 11X17 ROFI n 11X17 PROFILE TYPE A TRENCH BACKFILL +a VERT:1"=6' TYPE 1 BEDDING a w HORIZ:1"=60' NW 4895 FIN SHED GRACE aW 4895 AT ENTERLIN 00 BUF YLINE=489.52' + EXISTING GROUND _ Q U- 4890 ATCE TERLINE gS= .55% 4890 UTILITY CONDUIT PROPOSED STORM IN ST 3+85.156 STA +31.03 6.5'MIN BURY STALL " INSTAL 8" END CAP W/M.J. 6.5'B v W.V. W/ .J T.O.P. = 488 .94' 4885 4885 W TER-MAIN "CLASS 51 .I.P. STA — +15.47 INSTALL 8 'Y " INSTAL 8"X6" TEE& HYD AS W.V. W M.J W/ 2 .0' OF 6" LEAC PIPE & M.J. 488 T.O.P. 4884.94' 4880 ST 1+57. 1 INSTALL 8 X8' TEE W/ M. . STA —0+19 77 T.O.P.— 4E 84.56' T.O. .= 48 3.87' o cO c� m 4875 4875 I �W II II II II U d d d d RECORD h M N M r7 r7<O u0 r r O Ln a>M r7 G0 N 10 rn DOo 00o 00o 00o 00o 00o 00 N N 00 00 DRAWING Dam 00M 00M 00M 00M 00M 0 � 0� 0) �� 0) M 0) 06/01 /22 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 VERIFY SCALE REVISIONS 1,,T - DRAWN BY:JAH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW LINCOLN PROPERTIES 1097.003 REDUCED.LIN'INCH0BELOW 1 UPDATES PER CITY OF BOZEMAN REVIEW 10/19/2018 MDH SHEET NUMBER MEASURES ONE INCH ON INFRASTRUCTURE IMPROVEMENTS ORIGINAL DRAWING. 131SE-i...... CHRISTOPHER APPR.BY:CMW BOZEMAN MT ■ ze N.111h Ave. WASA �� 1■� CDesign g ,n 1I0959 PE = DRAWING NUMBER Bozeman,MT 59715 O .� DATE:07/17/2018 MODIFY SCALE ACCORDINGLY Planning Phone:(406)581-3319 -,,�5 9Fo ST(N` - Q.A.REVIEW WATER PLAN AND PROFILE-ALDER COURT NGINEERING, INC \s; W-3 EETSSHEET-WTR.dw Plotted b %-mike h>%on%<--->% 4At®t innin o a Aew Standard o Comantatat COPYRIGHT?GENESIS ENGINEERING,INC.21118 ONA1: DATE: �' II STORM NOTES: I� I 1.STORM PIPE TO BE LIGHT TESTED FOLLOWING BACKFILL. rT 2.STORM DRAIN WITHIN RIGHT OF WAY TO HAVE TV TEST COMPLETED. T I 3.SEE DETAIL SHEETS FOR FRAME AND GRATE DETAILS AS WELL AS of j 1 MANHOLE CONFIGURATIONS. I `STA 0+58.00 STA 2+31.30 4.STORM PIPE UNDER THE ROADWAY TO BE HP STORM PIPE BY ADS OR 1 INSTALL STMH#4 15"STORM PIPE INLET W/F.E.T.S. ENGINEER/CITY ENGINEER APPROVED EQUAL. INV IN=4888.75' 5.CONTRACTOR TO PROVIDE ENGINEER WITH SHOP DRAWINGS AND RECEIVE APPROVAL OF SAID SHOP DRAWINGS FROM THE ENGINEER 11 0+00 I 1+00 ALDER GQURT 2+n�9" PRIOR TO ORDERING MATERIALS. �" INSTALL 15' _ 1 15"HP STORM MAIN 48 r - —,T— INSTALL COBBLE EROSION PROTECTION 8 TRASH RACK I w: w 1` UNDARY. Ip 4 7.92 m y. Z li A89� `� ..N� 111 GRAPHIC SCALE r IN FEET I' D)ft. STORM DETENTION POND of a m 11"X17":1"=60 ft SEE SITEPLAN FOR DETAILS NVIN`4888.15 ALDER COURT VERT:IE3' HORIZINV OUT:4888.05' (60'ROW,33'TBC TO TBC) a, 11X17 ROFI n� 11X17 PROFILE TYPE A&B TRENCH BACKFILL N a VERT:1"=6' o TYPE 1 BEDDING a> HORIZ:1"=60' HINGE DETAIL 0 0 N W 3"x 3"x 1/2" 06 AND IRON Ln� .. » 4895 + W~ FINISHED GRADE as 4895 1"DIA. ---_ =W O AT C NTERLINE STEEL BOLTS ____ N WELD PIPE TO FIAT IRON M �> O Z 3"DIA.STEEL PIPE o FINISHE GRADE _ w S=_ _-- RCP(SIZE VARIES) >> __ ______________ 4890 4890 INSTALL 1 5 LF NV IN=488.75' 5"HP— Rp MAIN ps REBnR OR suooTH BAR EXIST ING GROUN UTILITY CONDUIT AT CENTERLINE XISTING Ell CH LINE PIPE HINGE II 4"-6" OCK PAD Si (SEE DETAIL) I 2.5' DE,V LON 9I., zE� ii 4885 THIC (MIN.DIMS., 4885 BErw PR POSED W ER MAIN Gs3— EEN BARS PLAN VIEW TYPE B PEA TY E B 4880 BACKFILL BA KFILL BAC FI 4880 LL NOTE:RACK TO BE PAINTED ALUMINUM COLOR 4'.1/4"FLAT IRON,ALL BARS WELDED To INSTAL TYPE A BACKFILL BEL 3".3•x 1/4"ANGLE IRON ROAD" "APPROAC WELDED TO EACH BAR 3"x 1/4'FIAT IRON WELDED TO EACH BAR 4875 4875 J W U J W U U, m BOTTOM OF RACK NOT FIXED TO INVERT �L NNE n m n� Lq� mTN 7� N SECTION VIEW RECORD m 0 m 0 m 0 m 0 m 0 m 0 O O� O N N N W m W m W m W m W m W m m m m m m m m m m m m GO GO GO GO CO GO CO GO CO DO CO GO GO GO DO DO DO o7 GO o7 CO CO CO CO ' ' �t �t �t �t CITY OF BOZEMAN SCALE: STORM DRAIN IQh1 I A V'G STANDARD DRAWING NONE DEBRIS RACK C I 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 6/1 /22 VERIFY SCALE REVISIONS T DRAWN BY:JAH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW LINCOLN PROPERTIES 1097.003 REDUCED.LINEBELOW 1 UPDATES PER CITY OF BOZEMAN REVIEW 10/19/2018 MDH SHEET NUMBER MEASURES ONE IN ON �� '�` INFRASTRUCTURE IMPROVEMENTS OSURELDRAWING. EngiDBenng V CHRISTOPHER APPR.BY:CMW BOZEMAN MT 2 UPDATES PER GENESIS 8/7/2019 CMW - Consulting 204 N.111h Ave. m M WAS(q W; Design Bozeman,MT 59715 O 10959 PE _ DATE:07/17/2018 DRAWING NUMBER Phone:(466)581-3319 MODIFY SCALE ACCORDINGLY NGINEERING, INC Planning toss/., T µ.. BQ.A.REVIEW STORM SEWER PLAN AND PROFILE-ALDER COURT ST_z HEET$$HEET-$TM.dW Plotted by%<ChIIS W8S18>%On <$ x/TI[ nnin O G Yew /GIIYCIO OARItmAt COPYRIGHT®GENESIS ENGINEERING,INC.2019 -�NAL„- DATE: ` _ ___�- -------------- EXISTING SIDEWALK ADJUST SS1ly BRIM-___ �-�NSTALL6'V_ EY Gt1Ti@F�___ _��0_____________ __ SQ GRADE �NTEGRA6�/I STA RD __ _________________----- __ ------------------------------------------------------------ __FJLLETSPER _TAICO_29-1& 4889-00-------------------`_ ADJUST SSMH RIM INSTALL 25 GRADE RAMP .________________________________________________ 02529-2,SHE D-1 TO GRADE __ ____� ______-_-__�"" .- ______________ -___________-_____-_____-_____-_______________________________-_____-_____-____-_____-_____-_____-_________________-_______ f===___ ___ _____________________ _- ____-____ _- __-____-_-_-_ _ ———— ——— -___ ———— 1+00—— ----------2 00'- ----------- --- --J_ ------------- ADJUSTSSMH RIM --�_ — — .7 ___3#0�—_——_ 4+3� II TO GRADE ----- ————— ———— — ——————— m _LI STREET-- _ ' MP '7,4= S.TALL PEDESTRIAN \\ - -� —— ___ -_ ______ems _- - - PER DETAIL SHEEPD= _ _ - ------AOCCATIO $B&oEL V --_----_-_-- �—� � 6'SIDEWALK,TVP _ FL VG 48 rBea _ I 15'T 'B=TBC 1890.25 LOCATION TBC ELEV - 15'TBC RADIUS - C=PT a890.48 A=PC 4888.86 `� / \ \ _ _ _ \V C/ / B=FL-VG 4888.22 \ / INSTALL PEDEST HIM RAMP, _ INSTALL 6'VALLEY GUTTER, _ INTEGRAL WITH 6"STANDARD B=TBC 4888.80�_ \ �I PERDETwlL SHEET D-2. I 1� I ® _-� \ 1 I / \ FILLET PER DETAIL 02529-1& C=PT 4888.83 .� \ H 1 LOCATION TBC ELEV li i 02529-2,SHEET D-1 \\ j A=PC 4Ra9.60 LOCATION TBC ELEV p GRAPHIC SCALE B=FL-VG 4888.03 STORM POND A=PC 4890.12 I II V ' 15'TBC RAD 30 0 15 30 \' h B=TBC 4888.61 SEE SHEET C-3 B=FL-VG 4889.66 — 15'TBC RAD \ C=PT 4888.85 B=TBC 4890.24 ' IN FEET ) C=PT 4890.48 I I I I II / l i h= 30 ft. SEE LINCOLN PROPERTIES INFRASTRUCTURE \ II I ¢ I' SEE LINCO IMPROVEMENTS FOR MAPLE LANE EXTENSION LN PROPERTIES INFRASTRUCTURE 11"X17":1"=60 ft ` I II 11 // IMPROVEMENTS FOR ALDER COURT EXTENSION II /r ` III II w a I I VII / I A /I PROFILE VERT:1"=3' HORIZ:1"=30' 11X17 LINCOLN STREET PROFILE M� VERT:1"=6' 4895 (75'&60'ROW,37'TBC TO TBC) N 4895 +00 HORIZ:1"=60' NOTES: r o t 00 Z M DO Do Do TOP BACK CURB ELEVATION= z 00 DO 00 ± w FUTURE LINCOLN PROFILE CENTERLINE ELEVATION-0.12' o > °w II II > IL e- TOP BACK SIDEWALK ELEVATION= a a FINISHED GRADE CENTERLINE ELEVATION+0.39' 4890 a N w w A CENTERLI E—— —— — — S� ' 509, _—————— ————————__—— d d 0,797 ——— INSTALL 25'GRADE RAMP TO - 0.-147 — — EXISTI GGROUfd IID CONNECT TO EXISTING GROUND S=2.50% AT CEP TERLINO I EXISTING ROAD CONNECT TO EXISTING ROAD AT STA 0-09.64 4885 1 I 4885 MAIN I. T P L III 4880 -- ------ -- ------ EXI TING 10"S WER --- V— — - Uw °g 4875 4875 FOR INFORMATIONAL PURPOSES ONLY oIo SEE LINCOLN STREET ROAD &WATER & a� STREET MAIN EXTENSION PLAN PREVIOUSLY SUBMITTED TO C.O.B. �w U RECORD 4870 L.,m 4870 I- no 00 10 0011) min 0 N 1�co 't ; 10 01 GOn M10 COO N M N DRAWING OJ 00 00 00 Do m 00 M m m 00 m Cn Do 6 00 00 Do 00 CO 00 CO 00 CO 00 CO 00 CO 0000 0000 00 O> 00 co 00 oo GO co 00 rn 00 co DO co CO O CO O CO O CO O O W OJ W W 0000 W co W of W of W co oO W coW CO W co W coCn CO Cn CO Cn W Cn Cn �00 �00 �0 �00 �00 �00 �CO �00 �� 't It �.0 �t DO �DO �DO 't� 06/01 /22 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 VERIFY SCALE REVISIONS NTgA,- DRAWN BY:MDH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY -w CHK'D.BY:CMW LINCOLN PROPERTIES 1097.003 REDUCED.LINE BELOW - INFRASTRUCTURE SHEET NUMBER MEASURES ONE INCH ON E meenn CHRISTOI. APPR.BY: oRICINU DRAvnNc. _ _� i "g 9 204 N.IIth Ave. M.WpslA CMW BOZEMAN MT 1 ESIS CDes ng Bozeman,MT 59715 O 10959 PE = DATE:O6/22/2018 DRAWING NUMBER g Phone:(466)581-3319 �.r � Q.A.REVIEW MODIFY SCALE ACCORDINGLY Planning tS Fc,srcw<` C� ROAD PLAN AND PROFILE-LINCOLN STREET NGINEERIING, INC soNA`�a BY: R-1 EETSROAD.dwg Plotted by%<mlke h>%on%<---->% li, iXXi 0 C XrW StOR&fdO COmmitmrnt COPYRIGHT?GENESIS ENGINEERING,INC.2— DATE: CURB CHASE INSTALL STD I.E.IN=4888.30 APPROACH PER INSTALL STD I.E.OUT=4887.90 PER DETAIL DETAIL SHEET D-1 APPROACH _ HEE D-1 ., 9�O �OND � � y INS T B 24" S S EGN�_3 J SI E r I I P =4 88.06' 0 INSTAL 1 ,4"SIDE A / \ I INSTALLSTD f} \PF�R b - PEDESTRIAN RAMP 15' B 11 RA IUS 1 \ \ PER DETAIL SHEET D-1 INS hL%D VALLEY \ P P Y U R E DE AIL o S EE AIL ` II 0 00 gg89 40.00'R.O.W. 4a BLEND GRAVEL TO NE MATCH ASPHALT N Iss I (EXI TWG 1'GRAVEL) DJUSTSSM RIM � I �—aw \ �® ( �),pER ETAIL II II// SH ET D-1 — IU$18SMN RIM ( / / BOUND Y "- DE �TO G4IIPE DESTRIAN EDESTRIAN RAMP EDGE OF EXISTING GRAVEL IN S�CI PE DET IL SHEET D-1 w END OF PLANNED 1'I i 15' BC/RADIUS z ROADIMPROVENTS ll p III .I O GRAPHIC SCALE Z INSTALL IO'TAPER 30 0 15 30 J IN FEET) I inch= 30 ft. 11"X17":1"=60 ft NOTES: MAPLE LANE 1.ALL PAVEMENT SECTION DESIGNS ARE SUBJECT TO N o A LICENSED GEOTECHNICAL ENGINEER'S REVIEW N(40'ROW,32'TBC TO TBC) � AND APPROVAL. � K = 101 +� 100.00' VC - ¢w 4895 4895 + M aw DO N ro FINISHED GRADE N w _ c+ ATC CENTERLINE as S=�,49%--- ` MAPLE LANE 4890 aw - 4890 Typical Section (32'Back to Back) 18.0 21' CONNECTTO EXISTING GR UND 40 EXISTING ROAD ill A CENTERLI E 5' S.0' 16.0' 6.0' 3.0' CE TERLINE AT INTERSECT ON Sidewalk> Blvd. 2 2 Blvd. 4885 4885 KZ _ 2%— —3/63% — 2% —__11 —_ _--- _--- h INTEGRAL CURB E EXISTING FENCE ;ems,. s,l' "2s;ems,.V _-- �y{I- ---- ISTMG WAT AND GUTTER ;'� `It,* ` '*W` '`gC 'k* PLANT MIX ASPHALT SURFACING 4880 — _— — 4880 COMPACTED SUB-GRADE 3"MIN DEPTH @ 93%MD _{ r —EXISTiNGs wE_— — SUB-BASE COURSE — --- 4"THICK SIDEWALK MINIMUM OF 15"DEPTH CRUSHED GRAVEL BASE COURSE ON 4"OF CRUSHED @ 95%MDD ON RS580I 6"MIN DEPTH @ 95%MDD GRAVEL GEOSYNTHETIC BY MIRAFI OR APPROVED EQUAL 4875 - w 4875 � w CL-0.04' w m "UNLESS OTHERWISE STATED M 0) RECORD hr �r NN MO �� 0,N �r7 MIO hN NN hc0 NO �r7 Oh 00100 N N N N N DO N Do N Do GO 01 GO 01 GO 01 O O O O N N DO N c0 N GO N N N N N N N N N N DJ N 00 0) 0 GO GO GO GO GO GO m �DJ �DJ �DJ a7� a7� �� 07 DRAWING 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 PROFILE VERT:1"=3' HORI PRCFIIL 06/01 /22 11X17 PROFILE VERT:1"=6' HORIZ:1"=60' VERIFY SCALE REVISIONS T4T DRAWN BY:MDH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW LINCOLN PROPERTIES 1097.003 REDUCED.LINE BELOW 1 UPDATES PER CITY OF BOZEMAN REVIEW 10/19/2018 MDH SHEET NUMBER MEASURES ONE INCH ON INFRASTRUCTURE IMPROVEMENTS ORIGINAL DRAWING. EmJineenng r,,CH STOPHER APPR.BY:CMW BOZEMAN MT S I S 204 N.11th Ave. ODeBigng ,n 11095 PE = DRAWING NUMBER Bozeman,MT 59715 O .� DATE:07/17/2018 MODIFY SCALE ACCORDINGLY Planning Phone:(406)581-3319 -,,�5 9eV STtN` - Q.A.REVIEW ROAD PLAN AND PROFILE-MAPLE LANE NGINEER�IlNlG, INC \s; R-2 EETSROAD.d Plotted b %-mike h>%on%<---->% ,®�innin 0 0 Vew Standard 0 COn10itumt COPYRIGHT?GENESIS ENGINEERING,INC.21118 ONAt: DATE: I I INSTALL 10'TAPER �Iy 15'TBC RADIUS CONNECT TO EXISTING INSTALL STD FILLET(TYP)PER PAVEMENT INSTALL STD VALLEY 0 l J \OB DETAIL 02529-2 GUTTER PER DETAIL I s INSTALL PEDESTRIAN RAMPS SHEET D-1 I INSTALL STD PER DETAIL SHEET D-1 APPROACH PER \ DETAIL SHEET D-1 END OF PLANNED ROADIMPROVENTS INSTALL PEDESTRIAN RAMPS — PER DETAIL SHEET D-1 O 00 ALDER COURT � }00 2}0d' / EXISTING 24'PAVED) -- 4B 60.00'ROW. EDGE OF EXISTING — —— . . PAVEMENT — 6'WIDE SAWCUT OF PAVEMEN T I e 05'ITB4 P+IU�P � �1 � I I INS o " / l I ? I a I O a ¢ GRAPHIC SCALE 30 0 15 30 IN FEET) 1 inch= 30 ft. STORM DETENTION POND 11"X17":1"=60 ft SEE SITEPLAN FOR DETAILS Ma o� ALDER COURT > (60'ROW,33'TBC TO TBC) w 4895 a a 4895 PROFILE VERT:1"=3' NOTES: n FINIS ED GRADE HORIZ:1"=30' ONNECT T EXISTING OAD 1.ALL PAVEMENT SECTION DESIGNS ARE SUBJECT TO o AT C NTERLINE T STA 2+31.05 11X17 PROFILE A LICENSED GEOTECHNICAL ENGINEER'S REVIEW + — VERT,1"=6' AND APPROVAL. HORIZ:1"=60' -- S= .55% as 4890 4890 PROPO ED STORM I AAIN II U AT CENTE LINE CE TERLINEA INTERSECTION ALDER COURT Typical Section (33'Back ro Back) 4885 4885 PROPOSED WATER MAI75 5ewelk Te8�5ce 18.5' 18.5' �2' B� BI- slEewa11 2% >n INTEGRAL CURB ,q AND GUTTER r d . 4880 4880 PLANT MIX ASPHALT SURFACING 4"THICK SIDEWALK COMPACTED SUB-GRADE 3"MIN DEPTH @ 93%MD GRAVEL CRUSHED SUB-BASE COURSE MINIMUM OF 15"DEPTH CRUSHED GRAVEL BASE COURSE @ 95%MDD ON RS580I 6"MIN DEPTH @ 95%ADD GEOSYNTHETIC BY MIRAFI OR APPROVED EQUAL 4875 U 4875 Tsc=(i-0.06' w *UNLESS OTHERWISE STATED �m RECORD ICIn Nn I'7 10 1f70 n� .9 tT7� mM M� OC N <OGMO c 000 00o 00o 00o 00o 00o 00 N N 00 DRAWING 0+00 0+50 1+00 +50 2+00 2+50 3+00 3+50 06/01 /22 VERIFY SCALE REVISIONS NT - DRAWN BY:MDH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW LINCOLN PROPERTIES 1097.003 REDUCED.LINE BELOW 1 UPDATES PER CITY OF BOZEMAN REVIEW 10/19/2018 MDH SHEET NUMBER MEASURES ONAMNGH N INFRASTRUCTURE IMPROVEMENTS ORIGINAL DRAWING. ESISEmJineenng CHRISTOPHBt APPR.BY:CMW BOZEMAN MT ■ 204 N.11th Ave. 1■ CDesigng ,n 11095 PE = DRAWING NUMBER Bozeman,MT 59715 O .� DATE:07/17/2018 MODIFY SCALE ACCORDINGLY Planning Phone:(406)581-3319 -,,�5 9Fo 57' - Q.A.REVIEW ROAD PLAN AND PROFILE-ALDER COURT NGINEER�IlNlG, INC \s; R-3 EETSROAD.d Plotted b %<mike h>%on%<---->% 7Fa®�innin 0 O Vew Standard 0 COnlnnneat COPYRIGHT?GENESIS ENGINEERING,INC.2D18 ONA1: DATE: F-�a3o f W �f a Iy a 1 a I l l o �+ 1+QQ � A „ . 2t0 891 PROPOSED 4g��,3tQQ t .4Q o4l/ g0 (RROPOS D PA D) 30.00'ACCESS AND 91.50 UTILITY EASMENT INSTALL STD I APPROACH PER I 11ST 5' 14" DETAIL 02529-12 D�ETF1( oSHEE D-1 J \// \ II` III `SJO SHEET D-1 INSTALL STD APPROACH PER DETAIL 02529-12 GRAPHIC SCALE SHEET D-1 30 9 15 30 IN FEET) 1 inch= 30 ft. 11"X17":1"=60 ft ROAD"A" (30'EASEMENT,25'TBC TO TBC) ROAD "A" Typical Section PROFILE (25'Back to Back) 4895 4895 VERT:1"=3' cD ro "�rn 1 X1R71PROFILE + n 00 VERT:1"=6' H 31' I?> + D' C NNECT TO EXISTING ROAD 5.5' o a w "�> w HORIZ:1"=60' AT STA 3+50.40 3' 10.5' 10.5' 3' o+� jw AT ENTERLINE maa w GARAGES Sidewal 2 2 Sidewal Q GARAGES >gJo a a ug w -- _o —2° 4890 4890------ — — 2%— ROLL CURB i i x i<; ;tend 6"THICK SIDEWALK EXISTI G GROUN 6"THICK SIDEWALK I ON 4"OF CRUSHED CON ECTTOEXI TING ROAE L 3"MI,NDEPTH@93/oMDFACING GRAVEL AT CEP TERLINE ON 4"OF CRUSHED @ o Ars Ao+oo GRAVEL COMPACTED SUB-GRADE SUB-BASE COURSE 4885 4885 MINIMUM OF 10"DEPTH CRUSHED GRAVEL BASE COURSE @ 95%MDD WITH 600X 6"MIN DEPTH @ 95%MDD pRp OSED WAT RMAIN 0 GEOTEXTILE FABRIC OR APPROVED EQUAL OSEDSrWERMAIN NOTES: 4880 O 1.ALL PAVEMENT SECTION DESIGNS ARE SUBJECT TO A LICENSED GEOTECHNICAL ENGINEERS REVIEW AND APPROVAL0 I170 no B7 NCl GD °3 0n 4 C)(D �� DO LO I"70 r� �O 4880 U (ON hM 0) Or IMO1 �O (f) hM mIn O10 �N� coHn �O �Do of N DJ N DJ N W N DJ DO DJ N DJ Do DJ Co of Co of Co DO G7 GO GO Do Do D7 Do D7 GO Do Do Do Do Go Go DO Do of G7 GO G7 GO G7 DD G7 W GO "TBC LEFT=CL+0.17' J0' Jd' Jd' JD_' Jd' Jd' Jd' J� J� Jd' Jd' J� J0' "TBC RIGHT +0.73' UU m m UU m U U UU U U UUUmmU m m mUU U mmmUm m m m m mU mU Im "UNLESS OTHERWISE STATED 4875 _~ U U 4875 �O N(O LO10 NO ��t 0C1 DJn 7h IhN r(0 N Ln (OO 73 .DOm� C) 0j C) 6� 6� N O� O 6� 6 07 6 m DJ N O Do 0l N 0l N 0l DO O N O 0t 0 Ol 0 O GOO GOO OJ 07 07 01 �GO Do N OD N Do Do 0) DJ C1 N 0) Do m DJ m Do N 01 N GO DJ GO DJ GO DD O G7 �07 Go �Go �Go 'T Do �GO �GO �of of °J of of GO FOR INFORMATIONAL PURPOSES (D C.O RD 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 PRIVATE ACCESS NOT REVIEWED BY DRAWING 06/01 /22 VERIFY SCALE REVISIONS NT DRAWN BY:MDH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE I BY CHWD.BY:CMW LINCOLN PROPERTIES 1097.003 REDUCED LNNE BELow 1 UPDATES PER CITY OF BOZEMAN REVIEW 10/19/2018 MDH T+` SHEET NUMBER MEASUREso cHON INFRASTRUCTURE IMPROVEMENTS ORIGINAL ORAwING. Engineering U C M.WA IA APPR.BY:CMW BOZEMAN MT 204 N.11 th Ave. NESISConsulting 0 M.WASH Design Bozeman,MT 59715 O 10959 PE 2 DATE:07/17/2018 DRAWING NUMBER Plannin Phone:(406)581-3319 0S v Q.A.REVIEW ROAD PLAN AND PROFILE-ROAD"A" DRAWING N MODIFY SCALE ACCORDINGLY wig, GINEERIlN�lG, INC g s70NAL �aC BY:EETSROAD.dw Plotted b %<mike h>%on%<-->% RIR 0 a 2(rw S'taxdar O ComR 4xmt COPYRIGHT?GENESIS ENGINEERING,INC.3e16 DATE: EXISTING SIDEWALKNO — INSTALL"NO PARKING"SIGN PARKING EXISTING"NO PARKING"SIGN EXISTING"NO .......................................................PARKING"S�N --------------------------------------------- ------ —------ ------------------------------------------------------- ----------------------------------------- ------------------------------------ -------------------------------------------------------------- --------------------------------------------------- -- ———— 0+00 ———— ————— 1+00 ———— 2+00 3+00 + 4+36.31 ————— —————————— LINCOLN STREET L GRAPHIC SCALE 30 0 15 30 EXISTING NO PARKING INSTALL"NO SI GN W/STREET NAME IN FEET) PARKING"SIGN GINS ON TOP I inch= 30 ft, INSTALL PRRKING 1 1"X1 7":1"=60 ft PARKING SIGN PARKING 0 0 STOP Lincoln m Lu z Lu INSTALL 2 T NAME ABOVE 31-X31D-3"S TRE(R1-1E)STOP SIGN SIGNS L SEE DETAIL BELOW INSTALL 2-D-3 STREET NAME SIGNS ABOVE 30-X30--,(Rj_j)STOP SIGN SEE DETAIL BELOW FwT BLADE STREET NAME REGULATORY SIGN BLANK AS PER SIGN BLANKS MUTCD STANDARDS,SIZE AS SEE SECTIONMOUNTED BACK TO SPECIFIED 01 PLAINS BACK ON POST /-,I.1111 ISI22E2S FOR 2'MIN- 21 MIN. 10' 2'PREFO""—ED" CROSSWALK�(TELSPAR R .P—OD EQUAL) I'MIN, L "u", A ATTACH SIGNS TO POST WITH %" DRIVE RIVETS (MIN. 2 PER STREET SIGN) 9,-Typ. MARKER STREET MARKER SIGN REGULATORY SIGN SIGN 2"PREFORATED SQUARE TUBE JI '-'POST(14 GAUGE) FASTEN POST TO SLEEVE WITH 5IJ CORNER BOLT 1)¢"ABOVE FINISH GRAGE. INSERT BOLT FINISH GRADE--� X3 P FROM 11 1 IF EXPECTED 11111, f /,I'NZEFT.DIFNE.0`R'N-TTINTO OPPOSITE SIDE. 0 2 1,"X 30"12 GAUGE ON-PREFORATED F- SQUARE TUBE SIGN POST SLEEVE(TELSPAR 0 "QUIK PUNCH"OR APPROVED EQUAL) Eli ALL SLEEVES AND SIGN 24" POSTS SHALL BE INSTALLED —INSERT SIGN POST 18"INTO SLEEVE 0 PLUMB 2' MIN CLEARANCE FROM L, FACE OF CURB TO EDGE L, < OF SIGN RECORD M-4000 CONCRETE ANCHOR SIGN POST FOUNDATION DETAIL DRAWING SCALE: CAL STREET No. 0 8 10 4] ON TYPICAL 0 STANDARD DRAWING FNS E Sept. �201 CITY OF BOZEMAN SCALE: SIGN TINSTALLATION NO. 09810-1 CITY OF BOZEMAN 0601 22 NONE STANDARDS AUG. 1994 STANDARD DRAWING MARKER SIGN Revised 6/2002 LOCATION VERIFY SCALE REVISIONS DRAWN BY:MDH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY LINCOLN PROPERTIES 1097.003 REDUCED LINEBEL.W CHK'D.BY:CMW o I MEASURES IIAE NEHO 1 UPDATES PER CITY OF BOZEMAN REVIEW 10/19/2018 MDH INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER ORIGINAL DRAWING CHRISTO EFt APPIR.BY:JRM BOZEMAN MIT 204 N.1 1th Ave. M.WASIA DATE:10/2018 DRAWING NUMBER NESIS E-D-`e'"-s-igI Bozeman, 'i, i� 10959 IRE IMT 59715 MODIFY SCALE ACCORDINGLY 1h.E..(4 i).1-3111I Q.A.REVIEW SIGNS NGINEERING9 INC 016TS BY SIGN-1 mqHEETSLIN-SHEET-SIGN.ftg Plotted by%<.ike h%on%< ,% .�inning ofa New standardofCWwOmw COPYRIGHT?GENESIS ENGINEERING,INC.2018 N L DATE: I I CITY OF BOZEk1AN SIDEWALK AND DRIVEWAY SPECIFICATIONS L *1 5s - o" I 1. Standard sidewalk location shall he one foot from property lines and within the public ° right-of-way. Ikv imionc from the standard location shall be within accordance with the City of /• Biozeman's Sidewalk Policy. All sidewalks shall be five feet in width unless otherwise specified by the City Engineer. Construction of sidewalks,drive approaches,and curb and gutter shall be cufte To cufte *Depth will vary proportionately in accordance with Montana Public Works Standard Specifications and as specified herein. WIDTH-VARIES 3" GRAVEL with Width of crass drain L �._..-•._ FACE OF CURB 15'R(TYR) 2. All concrete sidewalks constructed across%chicular traffic lanes shall be a minimum of FACE of cuTTEft six(G)inches in thickness. Driveway aprons shall also bt a minimum of sic(G)inches in EXPANSION JOINT CONTROL JOINT - A BACK OF CURB thickness. ,VI other sidewalks shall be a minimum of four(4)inches in thickness. FLOWLINE 3. All basic course for driveway approaches and sidewalks shall be 11"minus washed rock- 'Me -- base course shall be a minimum of thrce(3)inches thick under sidewalks and driveway aprons and six(6)inches thick under curb and Later sections. WITH CURB RETURN A _ . P g flLLET AS ONE PIECE 6• 3' 1 DOWEL WITH 5 t4 X 36" DINTS WILL BE REQUIRED IF EXISTING CURB 2'MIN.3.5'MAX 2' 4. The grade of the sidewalk is to be established bV a unlfomm Slope of one-qualter(14)inch RETURN, GRIND GUTTER CROSS SMOOTH REPAIR EVENLY APPROX.EVERY 10 FEET TO FORM OUTLET DRAIN T - t'` per fool rise from the top of the adjacent full-height curb. 'The unifomt slope specified shall SPACED ON 1'CENTERS CHANNEL WHEN THIS CONTROL JOINT-SEAL WITH BITUMINOUS JOINT SEALER II. HELD LINE WITH 3 1/2"OF COVER. IS THE HIGH SIDE SCHOOL CROSSING-\ continue through the sidewalk section and to the curb to ensure drainage to tilt street. ONE ONEAEION OF BEARS PLAN VIEW OR UNCONTROLLED CROSSING EXPANSION JOINT 5. The maximum driveway throat widths are as follows: residential access-24 feet: --- 3 --- commercial access-35 feet:industrial access-40 feet. For shared approaches for B +`-SEE NOTE 3 condominium.townhouse.ar duplex units.the maximum driveway throat width is 40 feet. Any SPACE BARS TO 2'- existing full-height curb and gutter section shall be removed and replaced as one complete 6^ BE OUT Or WHEEL _T TYPICAL PATHS _T with the construction of a new driveway approach. Approved contractors may be 10" permitted to,aw'cut existing full-height club to pros'idc drop-curbs for approaches. A-Core Inc. rCONCRETE XTEND EXPANSION TUBES 3/4"PAST END IS an approved COrlerelt evtlmg contractor, OF STEEL OF (IF DOWELS ARE TO USED) FOR EXPANSION VARIABLE ' 6'-0"MIN STREET SURFACE G. Concrete(air-entrained)shall haw c a minimum compressive strength of 4000 psi on a 28. FILLET TO BE PLACED ON 3"COMPACTED dal'lest IISIn G sacks of cement r cubic and of Concrete Leith a maximum water content of G 3 1/2" GRAVEL BASE OR STREET BASE,WHICHEVER 8 fk Is GREATER. gallons per sack of cement. Vz•PER 1 __ Imo. / / .. :. ° • " -- '+' 1�7. Construction joints one(1)inch in depth shall be placedever'live(5)feet.and EXPANSION JOINT ATy^ P.C.(TYP.)NOTES: expansion joints shall be placed ever'twenty-five(25)feet in sidewalks. Expansion joint 1s'R I-) (1)THE LOCATION OF THE CROSSWAL( material shall be one-halfinch thick pre-formed bituminous treated fiberboard tiller. REINFORCE WITH t4 LINES ARE DEPENDENT UPON LOCATION OF SECTION A-A BARS ON z'X 2'GRID THE SIDEWALKS. Conswction joints for curb and gutter shall be placed at ten(10)foot intervals and shall have a WELS(OPTIONAL) (2)USE YIELD LINE FOR UNCONTROLLED minimum depth of 3 4"and minimum width of 1 8". Balf-inch expansionjoint material shall be CROSSINGS,STOP LINE FOR CONTROLLED CROSSINGS placed at all points of curvature and tangency,curb returns,and%where new concrete abuts NOTES:THE WIDTH WITH PROPORTIONAL ! (3)4'MINIMUM FOR SINGLE LANE existing concrete. The expansion material shall extend through the hull depth of the curb and INV RT MAY VARY IO SVATIISFYIDUAL THEAPP DESIIGNS. l APPROACHES.FOR MULTI-LANE FINISHED STREET SURFACE TO BE 1/8"TO APPROACHES.SEE MUTCO TCO SESEC 3B-16 $settle. i 1/4"ABOVE EDGES OF DOUBLE GUTTER, 8. A representative from the City Engineer's Office most inspect all forms and base N0. 02581-2 eaum before concrete 1%purred in the public right-of-iii Phorie 582-2280 to schedule CITY OF BOZEMAN SCALE: TYPICAL PAVEMENT MARKINGS FOR inspections as minimum of-I hour to purring. CITY OF STANDARD DRAWING NONE SCHCROSSINGS (TYPE NCONTROLLED CR CROSSINGS) Rev ed May 20t7 STANDARD DRAWING OZEMAN SCALE: DOUBLE GUTTER DETAIL N0. 02529-1 STANDARD CITY OF DRAWING OZEMANSCALE: STANDARD FILLET NO. 02529-2 NONE FOR STREET INTERSECTION DEC. 2003 NONE AUG. 1994 R = 15' LK-1re R s.4"(0.45') MAINTAIN pr b a a 24" PROSDEYARD B ° °° 2% SLOPE 12// B' SETBACK PER ZONutnTlolNs I .0-1 WITH=<'ND.6 � - �.HSIOx r 1'(^''> ABOVE ASPHALT z" oF®cukl%I C-R K rr •° C. d ° ° e 5'TRANSITION SECTION FROM 1 R a' TOPSOIL a EXISTING CURB TO DROP CURB: °- °- a a - (TYP.) 4' TOP ASPHALT a 4R A ..... M . A° OFF 5.... SDE 5�v.II� ° 5. ° ` �� a a AN'1N1A MA. "0 ' MIN BELOW ASPHALT z ° J. EXPANSION JOINTS COMPLETELY •"•' - w a AROUND SIDEWALK SECTION •e' 24 M ° °'° ° z (�I� 7.5" MAX.THROAT WDTH I SCALE: 1" =5' •••••• ••• : .a • • 3' MIN V RAVEL BASE 35'COMMERCIAL I w-� a a a a 0 O O O 40'INDUSTRIAL •°••'••°'" da a CURB&APRON POURED MONOLITHIC 4" THICK M-4000 CONCRETE o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 UNLESS OTHERWISE APPROVED s t/Y BLVD.(TYPJ O O O O O O O O O O O O 000000 O O C o. CRUSHED GRAVEL O O O O O O O O O O O O O BASE-3' MIN. 00000000000000000000000000000 CONTRACTION JOINT S'THICK CONCRETE SURFACE _ SUB-BASE COURSE EXPANSION JOINTS AT CURB RETURNS COVQii0TO BE CON-ClED WTH G THE5TH, FWI EGRANPi� _\ Flow tin THICKENED EDGE SIDEWALK AS REQUIRED 12 BACK OF CURB O a-F D ER L oEc"EI W o?H BE SIDEWALK CONTRACTION JOINTS N F��N (TTTPIGL LOCAnOx) °M".'BE M�IN_N MEE`�FPdW-E RNiND TYPICAL SECTION SPACED AT 5'INTERVALS-MIN. J I FLOW LINE M COMPACTED SUED OF 1D. 7.50" DEPTH 1", EXPANSION JOINTS rc �. a EDGE OF GUTTER RDNFORCE CO xCREC IN RAMPS WITH TO BE PLACED AT 25' FlOERMESH"AT A RATE IF 11/x lbs./c.v. INTERVALS. -10 GAUGE WIRE MEsn 9.00" I VARIABLE 12" 5'-0" 12" -� 10.41"1- CONTRACTION JOINTS TO BE SPACED (5.5 TYP.) Fee- TOP OF CURB 3/1' ROLL CURB a =ANUN iO TARMAL 0.5 15° AT 10'INTERVALS IN CURB&GUTTER BEVAnox. ols,nxcE vARI SLOPE 5 SIDEWALK ..:.- � �1 �2z MINPER I'iLORE PLANT MIX ASPHALT SURFACING I EXPANSION JOINT MATERIAL SHALL BE 1/2"THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. 5'SIDEWALK 5.5• NO LIP e.s�{ ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. LANDING FLOW LINE s.s• 3"MIN DEPTH @ 93%MD VARIES SECTION B-B INTEGRAL CURB NO uP 9.5" zo xAx. NO SCALE AND GUTTER CRUSHED GRAVEL BASE COURSE GRADE ESTABLISHED AS 1/4"RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB �S + 6"MIN DEPTH @ 95%MOD DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB R MATCH EXISTING SIDEWALK GRADE SIDEWALK DRIVEWAY APRON � -is-MIN. • 5.5'TYP. 6.. cuxe ox z i/z'oLFRosm etc 1' 5'ttP. file 6'CONCRETE s0exurc waxc NOTES. (VPRIES) RAMP 3"GR VEL BASE(TYP.) /° /4 PERFOOT SLOPE STREET SURFACE i i>•�i/is i>�ii/ia i>� i>� i>•i 1 Sub d base course compactor sn°II conform to section 02230 IM.P w. 1F- �1 )SECTION A-A \ q 9 e'"e�. F f ` I' d •? � ✓I � ? � ? � ? � P � P d z C-t-tion lent.shell be p-d et 10 ntervele era.ball have°m;mam pen ;.I DP,or /a•. d NO SCALE is>` >` v>`' >�' >� >� >� >� v>� >� >/ 3 1/2 expers'on lo'nt materiel shall be placed of°II PCs PTs,cuh'eturns and at not more Man 300 intervals. The 6 26 2d dd rLd rl Td�I� 6 26 2 w ° SECTION C-C m°ter el even extentl mraN91,the ran a<pm at me aero era g NO SCALE \ \ \ \ \/u \ \�\\� 4 Ne cNm end sett<r enell n<peeed wmoet a fn°I mrm neP=et0n by a<D2.'Rd his ee mCONSTRUCTION NOTES \\_� \\ \ \ \ Concete sM1a be Cress M 4000. I V 3'WASHED ROCK � //\�\\/\��\�//N/�ffl VCURB&GUTTER 1. St-.1d I s to n onatruction,with max.curb R=15',era min.65'bouI-il.. / / //..YMIN.6HIC2. Ramp Intl p be ued monolithically. \\y/�\/ �\\\�%\\\\ 6. Crushed 9revel base shell meet the requirements&Section ' d "Q00 CONCRETE 3. Storm drain is shall be onstrvctetl Lpstream•Of Tampa. Alternative I-S. permitted only upon City Engineer'.approval. 'T/�\ SUB-BASE COURSE Sutler replacement prolecls.washed rock may be used for the 9r°vel base. A Rlmv viva"a"an be r mi"m°m. COMPACTED 15"MIN DEPTH @ 95%MOD ON TX140 *OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH 5. Sidewalk crone-slopes shall not exceed 2%. SUB-GRADE GEOGRID ON 60Z SEPARATION FABRIC BOULEVARD SIDEWALK NO. 02529-$ CITY OF BOZEMAN SCALE: NON RESIDENTIAL NO. 02529-12 CITY OF BOZEMAN SCALE: PERPENDICULAR CITY OF BOZEMAN SCALE: INTEGRAL CONCUED 0 STANDARD DRAWING NONE DRIVEWAY APPROACH Dec. 2003 STANDARD DRAWING AS SHOWN PEDESTRIAN RAMP NOV. 1995 PARKING LOT TYPICAL SECTION STANDARD DRAWING NONE CURB & GUTTER Revised (15'MAX.RADIUS/5.5'MIN.BOULEVARD) Revised April 2006 . 2317 VERIFY SCALE REVISIONS rICHRINSTOPHER TA DRAWN BY:MDH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW LINCOLN PROPERTIES 1097.003 REDUCED.LINE BELOW 1 UPDATES PER CITY OF BOZEMAN REVIEW 10/19/2018 MDH SHEET NUMBER MEASURES ONE INCH ON INFRASTRUCTURE IMPROVEMENTS ORIGINAL DRAWING. Engineering APPR.BY:CMW BOZEMAN MT S I 204 N.11th Ave. C�sign -n 11N59 PIE 2 DRAWING NUMBER Bozeman,MT 59715 O W DATE:07/17/2018 Planning Phone:(406)581-3319 wtY a Q.A.REVIEW MODIFY SCALE ACCORDINGLY 9 -FG 5 i(N'C GINEERING, INC sson/AT E DETAILS D-1 H:\1097\003CAD\INFR PLAN HEETSSHEET-DETAILS.dwg Plotted by%<mike h>%Dn%<---->% 5e,.ai�nninoofaXewStandardofCommiumI COPYRIGHT?GENESIS ENGINEERING,INC.2018 DATE: B'-0"MAX. 3'-0"MIN. cM suvraciro INSTALL PLUMB WITH TO BACK OF CURB R PUMPER NOZZLE FACING STREET NEW HYDRANT, MUELLER SUPER CENTURION 1' OR WATEROUS PACER y 0 REPAIR ANCHOR MIN.4'-0"CLEAR ALL AROUND(TREES,HEDGES, FINISH GRADE CURB BOX VALVE BO% BUSHES,ETC.) TOP SECTION O 8'MIN — �I ADJUSTABLE SCREW ELEVATIONS AS SHOWN TYPE VALVE BOX EL PLANS OR 0.2' WITH LID MUELLER °1p 0 w w.1 ABOVE TOP OF CURB H-15428 GRADE STRAIGHT COUPLING WITH GALVANIZED OR BRASS CAP GROUND LINE CONCRETlamp ANCHORS MIN UNDISTURBED \\ NOTES: EARTH \y, "B" „A• �1\� MIN.6.5'COVER 1.Adjust manholes upward with adjusting rings a\� COPPER under him. Y\ SERVICE LINE NOTE:COAT RODS WITH"KOPPERS"BITUMASTIC N0.50 COATING OR EQUAL. 2.Adjust manhole downward by removing cone and barrel sections as 3"COPPER SERVICE LINE necessary and replacing with sections of length required to match grade. 'CONCRETE \�, COMPRESSION BEND 3.Slope manhole frame as required[O mathch slope Of THRUST COMPRESSION PP COUPLING Sheet. THRUST BLOCK DIMENSIONS BLOCK TO MAIN LINE 2 � 1/8"DIAMETER 100 PSI 150 PSI 200 PSI 250 PSI 300 PSI '�0—, 1 \ 4.Final manhole adjustment shall be made before paving. sPaO a» A e C 119 e C A B C A B e v» `\C or approved equal. t 2 ! CU rings,and manhole "z o z o z o z e z e z•o \\\ \ 5.All joints between manhole sections,top cone,adjusting g t 2 4 ring shall be watertight.Join[material shall be"Ram Nek" `— RB STOP 1 14"z � CORPORATION STOP PROVIDEI/8"DIAMETER 1 8 16"z \ y\\ JOINT AS REQUIRED FOR L DRAIN HOLE 6.Manhole ring and cover shal be adjusted to match final crown and gmde of street.Use t a 18"' \ '� Anderson Precast or approved equal concrete angled adjustment rings m obtain required ,", ,.•.,,,,_ PIPE SPECIFIED WATER MAN PP e9J g re9 3 8"2a". angle. • o. s s o r, e-�o e o e o a o � � \\�\��\ \\\\) \2 "� 7.Manhole ring and cover,use MCI 305 frame,305A cover,IFCO 772 frame, NOTE:Pressures shown Dabove are moximnm wo kin r g 772-B Dover,or Dee[er 1025,or D&L A-1172 with l"Dover. NEW 6"AUXILIARY GATE VALVE THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6"VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER. MIN.1/2 CUBIC YARD WASHED GRAVEL FLANGE JOINT MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKS. THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES -MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK NO. 02660-7 CITY OF BOZEMAN Scale: MANHOLE ADADJUSTMENTCITY OF BOZEMAN SCALE:STMENT No.02213-1 CITY of BOZEMAN SCALE: THRUST BLOCKING FOR N0. 02660-3 NONE FIRE HYDRANT N0. 02660-4 STANDARD DRAWING NONE CITY OF BOZEMAN SCALE: TYPICAL BLOWOFF STANDARD DRAWING None DETAIL Rev.April2005 STANDARD DRAWING NONE WATER MAIN VALVES DEC 2003 STANDARD DRAWING FEB 2008 Dec. 2003 STEEL POST MARKER G5 ow NALL WED ONETH'E TEEST Do TSEOFDANYCABACINF OUNCE WIa�BE LEGEND rASEE oseT BE A1ili 9ACKFLOW PROPERTY PAINTED BLUE a55EMBLv r0 BE sO BEND. / LINE OR 7 \NXED -$FLANGED OS&Y VALVE R- EASEMENT // STOP NE WALL To CUNB 5 1/2 BOULEVARD C4Irox 4"OR LARGER CLASS DauPa DOUBLE CHECK VALVE ncclls 51 �MIN.REQUIREMENT) CURB STOP AND BOx 'STREET SURFACE 4' DUCTILE IRON PIPE(TYP.) 7 AS INDICATED ON 5 SIDEWALK GROUND SURFACE FLOOR APPROVED PLANS) OYP) UNDIST(RBED / r'\ \\\��\\ // //� < l/I[TLTI/I!T ° ° ° + SEE&Is MILS EARTH P. ME W TY / CHANICAL 3/4'MIN R di Rod,INSTALLED IN EVERY OTHER AVAILABLE M.J. _ \ 2 5• JOINT BOLT HOLES(TYPICAL)-5/8"RODS ACCEPTABLE FOR a"LINES CONCRETE THRUST MJ GLAND 1 CURB BOx� 1 MAIN �W^TrR MUN fi.s MIN. OoVOIR BLOCK (TYP.) 911'BEND WITH THRUST BLOCK /// 11.5' PROVIDE 5'STATIONARY -. ROD IN ALL CURB BOXES MJ GLAND,, (TYPO THRUV 6 1/2'MIN. BLOCK COVER TAPPING TEE&VALVE' CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF —10'-12'UTILITY EASEMENT OR INSTALL VALVE AT DOUBLE CHECK VALVE ASSEMBLY D.I. MJ D.I. D.I. PROPERTY LINE(TYPICAL w ER SERVICE ONE STUB PIPE TEE PIPE 0 PIPE FOR ALL RISER CONFIGURATIONS) 1. The FIRST fitting inside of the building shall be a UL listed - (SEE cl o.e.srarvDARs LINE SEE DETAIL 8' flanged Kennedy ar M_1 oS&Y valve the eame ear,ae the fire DR wrvG G266G-6) N EDrrB CDSTDMER(S R ICE BELOW PICAL EXCEPT IN SPECIAL ervice line. APPUCATON&PLUMBING PERMrt REOUIRED) CIRCUMSTANCES WHERE CITY HAS 2. Double Check Valve Assemblies hall be: s TAP All TRhCTOR APPROVED ALTERNATE LOCATION) / a. UL or FM listed. MJ VALVE PROVIDE FLEXIBLE, b. Approved by the University of Southern California CURB STOP WATER-TIGHT CONNECTION Foundation for Cross Connection Control old Hydraulic NOTE:METER SIZED SAME AS INCOMING LINE-NO EXCEmIONS. OIL �� FOR ALL WALL OR FLOOR Research(USCFCCCHR)for ooP ofo in the pr se opod MJ GLAND PPE PIPE PENETRATIONS. position(vertical or horizontal)as shown on approved �OU�NDAnON cKFLow Pft HRON ASSEMBLY plans.c (AS REOUIRED) tulN./x'M. WATER MAIN . Installed as shown on the approved plans. SERVICE L LE STOP M /z.MAx BACN-W PREVENnoN NO COUPLINGS OR OTHER JOINTS A LOWED Okj SERVICE PIPE FROM BASE MATERIAL 1 3. A flow detection device shall be installed immediately following wE� I, To DOMESTIC _ METER^S 55EMBLY(AS REQUIRED) 1l,, FlXNNBSST' CORP.STOP TO CURB STOP FOR 3/4"AND 1 SERVICES. the Double Check Valve Assembly(alarm check valve,flow - Fou To DOMESTIC OOR \ 11 STRAIGHT COPPER PIPE SHALL BE USED FOR 1 1 2"AND 2"SERVICES ONis sensor/alarm,meter etc)as shown on the approved plans, wuL F_s D RooR M E Padtlle t e flow alarms not ermtted on tlr s stems. ` O 3/4"MIN.CORROSION RESISTANT ALL THREAD DETAIL OF A YF P y y 51HuroFF powrvSmF.w RESTRAINING ROD.CONFORMING TO ASTM A242-81, SELECT MATERIAL SACKFUL AREA 4 A Double Detector Check Valve Assembl SHUTOFF**PROPERLY CORPORATION STOP y may be used With a MJ VALVE INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINT (SEE SPECIFICATIONS) MECHANICAL standard Ct f Bozeman meter The meter loop f the Double z INSTALLED /'//�'//'/ /'/// //' /� y° P° METER+ BOLT HOLES(TYP.)WHERE NECESSARY,CLAMPING CORPORAT/ON //// / / ////// // // / // // /// // JOINT Detector Check Valve shall have a Double Check Valve Assembly LOON t MIN. TO FIT DUCTILEDIRONIL(D.L)PIPE,AND CONFORMING ONFORMING STOP. / / / nst Pqa.IlRd wh ch meets the same nstallal on cr)era specfed above Sn.cln—1 OR F / // n Vega rement number two. MJ GLAND D.I. WITH TO STM T E R36-80 ESTRAINMNG RODSAY BE USED IN CONJUNCTION SPR/NGL/NE.TAP,MAIN T - / // / / // / // // / //////�SERVICE MP PE 5 Horizontal nstallut'ons must be a minimum of 2'above the IN. *METER SAMEp�SIZE AS INCOMING LINE-NO EXCEPTIONS,METER MUST / �// GO PLING THRUST BLOCK finished floor CONNECT DIRECTLY TO ANGLE OR STRAIGHT STOP AND SBA�2R 2�SERWCES I—) **DOWNSTREAM SHUT OFF VALVE MUST 6. The fre servce rser must be a inn um of 2'from any BE SEPARATE FROM BACKFLOW DEVICE DETAIL B outs tlr,wall,and a mnim of 1'from any nter or wall. TYPICAL FLOOR PENETRATION(N.T.S.) DETAIL A (CRAWL SPACE) 7 The'n m ng fre service ne shall be a n mum 6 5',and a TYPICAL WALL PENETRATION(N T S) \\\ j\� %\\\\j\\\�\j\\\\\ max mum of]5'below the fnished grade m INSTALLATION REQUIREMENTS' \\\/ \ \ 6"MIN. 3 e c minimum Dry CE urvE ry n s SHALL oN o M OUREMEITS of ERn \\/ \\/ \\\j TRENCH BOTTOMj\�//\ F�1'MIN.,2'MAX. ry 2 sEfry cE uVIC EJ,iI BE ttPEOK COPPER FORTS To THE /\ / 8. All fre s e ne appurtenances shall have a /a',t',t t/2-AND.'-SERV S. DARD P 026 - /\\\ ratn of 1]5 PSI, TOR a"PNo URGER DOMESTIC sEFA E LINES . cE LNES BEIWEEry 2"AND "AR o pressure g 3 STRNGHT COPPER TUBING SHALL BE USED FOR1 12"AND 2 SERV CE'... \., \ BE BEDDED 3 UNDER AND O R THE PPE WRH' Ru OYES. 9. All fre servce Ines 4"and larger shall be Class 51 Ductile 4 caN�FoftMs To H RSou REME..of MorvTANA PUBOc WORKS sTArvDAR1 DR Gm � WATER SERVICE ONES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER MEASURED FROM THE IXSf NG GROUND SURFACE EXCEPT THAT LOVER 5RR L BE on Pipe LARGER TELEX 3/a. N r I RE MEASURED DROP CENTER LINE STREET GRADE WHEN SERVICE ONES ARE LAD TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICE LINES1} 2' 3'MAX CLEARANCE 6. E VIRDSE BBE wIARSRIL mG BY HT CTHEN1_LED1 W ECTION TER DEP RTME TTOR ALL WALL RAT LC�5T0 ERHALL AWIXP 022215? N//\� COATED SIEELJ ABOVE FINISHED FLOOR 1r0.Lne szng The Double Check Valve Assembly shall be equal co IT HAS BEEN INSPECTED I NOP VVTI \V MM IF Z 1/2 Fool COVER AT CURB SioP LATE s cTRIN w DRAW Ncs ore As sPEcr ED. i" ze to both the n ng ppe tlameler(upstream)andA IF E. WATER SEUNRL RVICE ONES 51V.LL BE STALLED WHERE SHOWN NON THE 5 CKNESS outgoing pipe diameter(tlownslream). gMAN D TO A SMALLEFORR SIZE—a THLISTE W.\TER SERVICE STUB. 3. BEDDING SHALL BE I"DIA.MAXIMUM WITHIN 6'OF SERVICE PIPE. ' WALER SERVICE LINE MAY BE REDUCE ftr0ucn0u MusT aB INSTALL CURB STOP SO THAT OPERATING G K IS PARALLEL TO STREET IN OFF-POSITION, to.METER.RAGNFLOWOPROTECTONaIMD wCOMwG SER.NCE LINE MUST ALL BE THE SAM . STANDARD FIRE SERVICE WATER SE I CITY OF BOZEMAN SCALE: TYPICAL VALVE TEE CITY OF BOZEMAN SCALE: WATER SERVICE LINE CITY OF BOZEMAN SCALE: CITY OF BOZEMAN SCALE: NO. 02660-10 NONE NO. 02660-6 LINE INSTALLATION N0. 02660-13 FROM CURS STOP TO BUILDING 0 —15 STANDARD DRAWING NONE RESTRAINT DEC 2003 STANDARD DRAWING DEC 2003 STANDARD DRAWING NONE FOR CLASS I, II, & III SYSTEMS DEC 2003 STANDARD DRAWING NONE Dec. 2003 REV: APRIL 2006 (LINES 2" AND SMALLER) VERIFY SCALE REVISIONS DRAWN BY:MDH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY LINCOLN PROPERTIES 1097.003 REDUCED LNEBELOw CHK'D.BY:CMW MEASURES ONE INCH ON INFRASTRUCTURE IMPROVEMENTS ORIGINAL DRAWING. Engineering CHRISTOPHER APPR.BY: SHEET NUMBER C3 1 204 N.1lth Ave. M. �,WASIA CMW BOZEMAN MT Consulting Bozeman,MT 59715 O -W DATE:07/17/2018 Design 10659 PE 2 DRAWING NUMBER MODIFY SCALEACCORDINGLV NGINEERING, INC Planning Phone:(406)581-3319 O Q.A.REVIEW p 2 aT<"`° er DETAILS H:1 AD INFR PLAN HEETSSHEET-DETAILS.dwg Plotted by%<mike h>%on%<---->% A"® Iasi o a 7lew Staadardo Coatmiunt COPYRIGHT Z GENESIS ENGINEERING,INC.2018 NAL DATE: EJIW 3772 FRAME r 1/4"BELOW TOP OF AND COVER,STAMPED a a.«oacuxx NEW PAVEMENT SURFACE "STORM DRAIN"W/CITY LOGO sio ww. aaa:ay.Ao Pa,siax:nM HEAW DUTY MONUMENT BOX,SIMILAR TO CARD ENG,NO,50608-1 4"MIN.OF S S M H #1 ADJUSTMENT STREET PAVING&GRAVEL AS REQUIRED RINGS SIZE: 4 8'1 SEAL JOINT WITH RAM-NEK au,siox:oixrs 24"SQUARE 'L 8"X 3'ROUND CONCRETE SLAB OPENING v SLIP HUB TO MANHOLE STEP THREADED ADAPTOR AT 16"CENTERS FROST cx.xxa: ovoacuva xs.o EXPANSION THREADED PLUG 48"R.C.P. rcxsssax.W u,E y 90.1 O SLEEVE w.msa:o earoowxcowxs iax.waimvsoauwl `�/J ASTM C-76 CLASS 2 • NON-SHRINK -e CLEANOUT PIPE 8"PVC /—NOI-ILL aLoc auT TO PLAN VIEW — N.T.S. •` BLOCK UT FO rcocmee seuocwra,rxr,rcx axnxo INLET PIPE OUTLET PIPE 45': .n w iav 3'-0"MIN ...�• 1/B BE�JD ° o: .aaEawarn END OF ...... ..... ..... q� ..... ..... .. .eacowsa TRENCH a O teat�a L x �a 89.3 INLET CHASE 8"PVC T wu� •ornwcwanxmx+PPaovaoaw". e 9"SUMP - :. ........ ....�........�raNAcowM ... ,... ': .+ :° •.:.. ., _'.: a � .!s'.... a n..nvr a M END OF .� - nnmo.mnwxa@�� IF REQUILINE CLEANOUT RED USE PLUG ° e< ° ••- ° --•° '• - SECTION B N.T.S. OUTLET CHASE POUR-IN-PLACE BASE •R�w.u< xacxuacnoow,co�alca.00xwsoaw.�I SSMH #2 56"G.D. SIZE: 4 8" SECTION A — N.T.S. a CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-4 48" STANDARD CITY OF BOZEMAN SCALE: CONCRETE STORM DRAINAGE N0. 02529-14 STANDARD DRAWING NONE CLEANOUT DEC. 2003 STORM DRAIN MANHOLE STANDARD DRAWING NONE OUTLET AND INLET CHASES DEC. 2003 I L 11 Rev: April 2005 Frame and c er to be either D&L A-1172 ring With A-1178 cover, EJIW 3771/3]]2 ser s,or approved equal. r7 Covers hall have 1-1"pick holes. L GREEN STEEL POST AT END OF SERVICE Adjustable ri NOTE All joints between manhole sectons,manhole rng& NOTE.NNERE mENCN PASSES TMpl01 EnSNNO PAM01plT 2"m ., 12^ top secs on and around se er ppe nto manhole shall be PROPERTY TNC PAEpIENT SNAIL BE WT&MG A TEAT SpTICAL f right Jo nt ng materalwshall be Ram Nek' or equal LINE OR UNC A—(Y 12-(J )pItM M lnE ON'M IINONCN O1 f all joints except between sewer ppe and manhole wall. EASEMENT LINE OF CGEMMG rl11C MCAT WC t5 IL5J MAM J'(09n)In1111 CDQ 2 PA EX61MG 1nMENT OR RB AND GLITTER xcloO 0� 5 1/2'BOULEVARD R[MO\E AAa REPLACE EXURE PAIOENT SECTION B[iXQN S (lYP') 4' TRENd AND[CO[of PAKEENT. 5" 4'-0" STREET SURFACE 5'SIDEWALK GROUND SURFACE Precast .t'i,ced concrete manhole r1, (NP) and ld.h-rw c ne top manufactu C-7 I EIBS S1 T VJWACE IVInerA TRrnaN Nine N[TN 16" steps f ac ordan<e th ASTM des'gnot on C 478. 910NlF ro O011 TO as..A 16"centers t '~ COMPACTED BACKFILL �5 REQRAlM7l5• Grout'overt to apdng a ♦•� (TYP.) (SEE SPECS.) I� 2'(30 • •+ of pipe f gPP Uet n :: 8 I ¢IBaNACE 011 GRGlI1G . PPe Pna anonne a 1 ts'� • greater tnec /e^ (TYP.) (TYPICAL EXCEPT IN SPECIAL ' CIRCUMSTANCES WHERE CITY HAS Pre co raw ne APPROVED ALTERNATE LOCATIONS) MSTAIE DETECTABLE $d. OR Var able 'Q 4_0^ 2,X 2" J NAPMIONG�TME Ir(45nn) Sil"T SYSTOIS M TN6 WOOD MA,< TN AREA ro CasGRll ro She(ra ape 1 Pa f , BACNSLOM AS SPECitfD 0.1N.A REOAAlgMS• E toware channel 5 SERVICE LINE.SLOPE=R F TO COrtOPY i0 aSNA. (OPNONK) MARKER re��e eem aauTaNr N Flex ble gasketed joints(typical 45' ELBOW PER FOOT MIN., 1/2"PER FOOT a for precast bases ee detail) � MAX. A SEWER MAIN Cha I d'a.of pip, � ' TRENCH BACxDII A.. Precast or poured-in-place base. `\\`PLUG \ #4 bars- 1'-0"wc-c Po_d-in-place base,mnim IN LINE WYE FITTING FOR Crete thickness below�pipeu I. INSTALIATIONS. TwE I B G 5'-4"tlia. 8 i�Pches.Precast base,m SADDLE FITTINGS ALLOWED MAT[M'LL RAtm thickness is 6 inches.All basesm FOR EXISTING INSTALLATIONS M 6-(tSrm)IAtERS t reinforced as shown. ONLY UPON APPROVAL OF TWE I RK aE➢ONG CMACTED AS SPFCEFD CITY OF BOZEMAN SEWER PLLaD IN 6'0 )MAX. r%C—w2v DEPARTMENT. LA AID COMPACTED 4'(tOvn) R r NO—LY SI w v r root Gia e t f � Gaa��n" 'SERVICE INVERT NO RECORD w.1RfNW N10M-1Y(1 tm) LOWER THAN SPRING TYK_%�-p NOTE Storm dro'n manholes shall L REWIRED INE OF SEWER MAIN aRNEAE FpN 0ia.of not have formed channels and the FOR WE FITTINGS. lowest pp,1-ut shall be 9 higher SWN APO S BU s pipe Shan bottom of manhole. NOT[:SEE CONTRACT SPECIK PROMSIaNS FOR ANr M�DGArGN=ro STAIONA RE�MA DRAWING AND,a D NER DR T Alie D A SECTION A—A •SQ o,sN.A.CaSTRtKT10N srANONros 0 6/01 /2 2 rat CITY OF BOZEMAN SCALE: SANITARY SEWER AND NO. 02720-3 CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-2 [XCAVAnas scuE r"1O"m0"""G STANDARD DRAWING NONE STORM DRAIN MANHOLE DEC. 2003 STANDARD DRAWING NONE SERVICE LINE DEC. 2003 NONE TYPICAL UTILITY TRENCH DETAILS NO.02221-1 VERIFY SCALE REVISIONS T DRAWN BY:MDH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY - LINCOLN PROPERTIES 1097.003 REDUCED.LINEBELOW CHKD.BY:CMW INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER MEASURES ONE INCH ON �� E meenn CHRISTOPHER APPR.BY: ORIGINAL DRAWING. COSUnln9 204 N.11th Ave. MWOPH CMW BOZEMAN MT Desi n Bozeman,MT 59715 O: 10959 PE 2 DATE:07/17/2018 DRAWING NUMBER 9 Phone:(406)581-3319 '.�\ Q.A.REVIEW MODIFY SCALE ACCORDINGLY - Plenning �9 O NGINEERING, INC SS�FcsTEaA� BY: DETAILS D-3 EETSSHEET-DETAILS.dwg Plotted by%<mike h>%on%—/ r16t oelinning o a Vew Standard o CowwiheEt COPYRIGHT?GENESIS ENGINEERING,INC.201S `.ONAll- DATE: