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HomeMy WebLinkAboutIcon Apartment Homes Phase 2 Infrastructure Improvements INFRASTRUCTURE IMPROVEMENTS FOR ICON APARTMENT HOMES AT FERGUSON FARM PHASE B � o � BOZEMAN➢ MT AS-BUILT � UCH Durston Rd. SHEET INDEX Ld O N Beaverhead SHEET NO. DESCRIPTION DATE o COVER SHEET 09/02/20 ¢ o Toole St.� C0.1 INDEX & GENERAL NOTES 09/02/20 >° C3.0 SEWER MAIN PLAN AND PROFILE 09/02/20 z d < C4.0 WATER MAIN PLAN AND PROFILE 09/02/20 Cascade St. C4.1 WATER MAIN PLAN AND PROFILE 09/02/20 0 s d tv°_°_ P C6.0 DETAILS 09/02/20 n w PROJECTV N y o LOCATION,r ruce endows❑ 0_ c� Babco tt coc St. � w o > -a of s a o / ¢ •�° ofrc awi m I o0 00 o ° > ¢ Ravalli i° a ¢ O of C o O N Fallon St o� " ao w o 3 v U � 3 � Competition Dr. `a Fallon St. E� Ginello Way Laramie Dr. a' Valley Commons Da I i U.S. HWY 191 / Huffine Ln. VICINITY MAPE j NTa a I 8 9 I i `t�unnrp � �,c�ONTAp'� s ngiiIlneeri ng by: _ CHRI6 CIlVIll Engineering ®aVIlIl������nl➢IIl�a�Illlh: ,v.%'.. Dae IPE w; \ -124, �z(L�N ��VJLL�.J1J ISSN ENGINEERING EERI��Y G �LD®/!�]�MAN APARTMENT GROUP, LLC � , `ONA6p�o 4 � - i 89S TECHNOLOGY lBLVD,SUITE 203 PO BOX 11890 BOZEMAN,MT S9718 IBOZEMAN,MT S9719 ( 63 S���a��� ��6���� Flo® AS-BUILT a � COVERSHEET N N GENERAL NOTES: GRADING.PAVING&DRAINAGE B.CONTRACTOR SHALL PROVIDE ALL MATERIALS,EQUIPMENT AND FACILITIES I BENCHMARK I to 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARDS, MOOT, 1.UNLESS OTHERWISE NOTED,ALL GRADING, ROCKING AND PAVING SHALL REQUIRED FOR TESTING ALL UTILITY PIPING IN ACCORDANCE WITH CITY HYDRANT AND CURRENT CITY OF BOZEMAN MODIFICATIONS. UNLESS OTHERWISE APPROVED BY THE ENGINEER CONFORM TO MDOT AND MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, CONSTRUCTION SPECIFICATIONS. COST OF ALL INITIAL AND RETESTING SHALL EXISTING m CONSTRUCTION SHALL BE DONE BETWEEN B:00 A.M.AND 5:00 P.M., MONDAY THROUGH FRIDAY. MOST CURRENT ADOPTED EDITION, WITH CITY OF BOZEMAN MODIFICATIONS. BE BORNE BY THE CONTRACTOR. (ARROW BOLT) z 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW 2.CONTRACTOR SHALL PREPARE AND PROCURE A DEQ STORM WATER POLLUTON 4810.05 3 a FACILITIES CROSS OR CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL PREVENTION PLAN(SWPPP)AND CITY OF BOZEMAN STORM WATER NAVD88 0 UTILITY CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTION TO MAKE NECESSARY GRADE MANAGEMENT PERMIT .. ...... .. MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY CROSSINGS SHALL BE POTHOLED AS NECESSARY PRIOR TO'EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OR 3.CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ALIGNMENT CONFLICTS. ACTIVITIES TO INSURE THAT PUBLIC AND PRIVATE STREETS AND PARKING PROPOSED 8" WATER z LOTS ARE KEPT CLEAN OF MUD,DUST OR DEBRIS. DUST ABATEMENT SHALL - 3. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS,AND TRAFFIC CONES PER BE MAINTAINED BY ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR W �� W W W W W W W W W -� W . iW MAIN (TYP) MOOT REQUIREMENTS IN ACCORDANCE WITH THE MUTCD,(INCLUDING MONTANA AMENDMENTS). ALL TO SUBSTANTIALLY LIMIT DUST FROM THE CONSTRUCTION SITE. UNDER NO �_ - S- s - �_ - S � ' - -� � __ SEE SHTS C4.1 S - - TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW CONSTRUCTION DEBRIS, MUD ACTIVITY. OR GRAVELS TO BE LEFT ON THE STREETS OVER NIGHT. cn WESTBABCOCK c� 4. AT LEAST BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION,THE In ¢,CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL w CONTRACTOR SHALL,ACCORDING TO MCA 69-4-501, NOTIFY ALL OWNERS OF UNDERGROUND STRIP WORK ETC ROOTS BRUSH STUMPS TREES VEGETATION. , , , , , . FACILITIES.AND COORDINATE THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES.THE SURFACEI a LIMITS, REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO o=t 30' WIDE INFORMATION SHOWN OR INDICATED INTHE CONTRACT DOCUMENTS WITH RESPECT TO EXISTING _ w UNDERGROUND FACILITIES IS BASEDON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF ASTABLE MASS.�ALL BRUSH AND DEBRIS ASSOCIATED WITH CLEARING, � - � U� _ 1 _ lIP '. -- 1 � Ll P � p - �JP - I1P =UTILITY EASEMENTI! - U m P m m THE FACILITIES WITHOUT FIELD EXPLORATION,AND AS SUCH, OWNER AND ENGINEER ARE NOT STRIPPING OR GRADING SHALL BE REMOVED AND DISPOSED OF OFF-SITE. I RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA ' 0 ®���• 5.FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED PER PROPOSED SEWER SERVICE FF 5. BACKFILL MATERIAL UNDER IMPROVED AREAS SHALL BE PLACED IN 8 TO 12-INCH LIFTS AND GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE (TYP) J- II I _ _ COMPACTED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. I ,s SUBGRADE SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AT g�jCj- j� .nt,En _ '1 tom" uLnm3 ® I i Y� p N PLUS OR-MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER arorsv - _ m•:tn xc z 6. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING HYDRANT ASTM D-698 TEST METHOD(STANDARD PROCTOR). I (ARROW BOL1� - I I Im ALL UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL I L J soncrs vni PROPOSED 8' SEWER TESTING SHALL BE BORNE BY THE CONTRACTOR. INSPECTOR SHALL BE ON SITE TO WITNESS ALL 4810.11 _ MAIN TESTING. CONTRACTOR SHALL NOTIFY INSPECTOR AND CITY OF BOZEMAN ENGINEERING DEPARTMENT 6.SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE _ rj h - - ;SEE SHT.PC3.0 AMINIMUM OF 24 HOURS (1 BUSINESS DAY) PRIOR TO TESTING. - OVER-EXCAVATED AND REPLACED WITH STRUCTURAL FILL SUBGRADE MUST I f NAVD88 ` BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO Y' S 7. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT INC AN OPEN CONDITION OVERNIGHT. ALL I Ir'll S S S I �I-S S S SUCH TRENCHES SHALL BE PLATED OR BACKFl R W W W WED, COMPACTED AND CLOSED BEFORE THE END OF ROCK.PLACING EMBANKMENTS, ENGINEERED FILLS OR FINE GRADING FOR BASE 1`i r W I W uo Tii EACH WORK DAY AND NORMAL TRAFFIC FLOWS RESTORED. �I -EXT' 8.ALL ROAD CLOSURES SHALL BE COMMUNICATED THROUGH THE POLICE DEPARTMENT, RECORDS 7.ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES G 8" SEWERI MAIN DIVISION WITH A MINIMUM OF 24 HOUR ADVANCE NOTICE WITH THE FOLLOWING INFORMATION: IN DEPTH WHICH ARE LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY, / I "3 EXACT LOCATION: ADDRESS IF APPLICABLE OTHERWISE STREET NAME AND START AND END BUILDING PADS, PARKING LOTS OR OTHER AREAS TO BE IMPROVED. - UMITS. ENGINEERED FILLS SHALL BE CONSTRUCTED IN LIFTS NO GREATER THAN I / •� ., r'; m '`• TYPE OF WORK: IE.TRENCHING, PAVEMENT SAWCUT. 8-INCHES OVER APPROVED SUBGRADE. EACH LIFT SHALL BE COMPACTED START DATE AND TIME AND ANTICIPATED CLOSURE DURATION. PER GEOTECHNCIAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE ''`' BENCHMARK 3 !: DRAWN BY: EWR EACH LIFT SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AT I h. HYDRANT I "� 9.ALL PAVEMENT CUTS SHALL BE DONE IN SUCH A MANNER WHICH WILL RESULT IN A CLEAN SQUARE PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER rn •, +I " ARROW BOL d REVIEWED BY:COB EDGE BY SAW. THE TOP 12-INCHES OF THE EXCAVATED AREA WITHIN THE STREET SHALL BE FILLED ASTM D-698 TEST METHOD(STANDARD PROCTOR). PROPOSED 8" WATER �' ' ' I, t ' WITH ROAD MIX AND COMPACTED. �'"� MAIN (TYP) m,nr.s 4810.45 _ n llLDGII IygCy, PROJECT ENGINEER:COB ( z SEE SHT. C4.0 a on si'onv ?1Pec NAVD88 R7 10. PRIOR TO PAVING CONTRACTOR SHALL SCHEDULE A PRE-PAVING WALK THRU WITH THE CITY, 8.SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE I I PARKINL'SP.\CCF P IO4AA,\4P, oun°Rcr DESIGNED BY: COB MOOT, AND DESIGN ENGINEER. GENERAL CONTRACTOR AND PAVING CONTRACTOR SHALL ALSO BE REQUIREMENTS OF SECTION 02234(SUB BASE COURSE)AND SECTION 02235 if M ARRING SPAC[5 , '.,Nc sPncrs PRESENT. (CRUSHED BASE COURSE)MONTANA PUBLIC WORKS STANDARD _5.3 rn PROPOSED FIRE& WATER SERVICE ....... S SPECIFICATIONS(MPWSS). COMPACT SUB BASE AND CRUSHED BASE ROCKTYP PIPE BEDDING AND BACKFILL PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE , ( ) - JC 1. ALL PIPES SHALL BE BEDDED WITH MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFILL COMPACT TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 WITH THE SAME MATERIAL A MINIMUM OF 6-INCHES OVER THE TOP OF THE PIPE PER CITY OF PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR). I rt • ? BOZEMAN STANDARD DETAIL 02221-1. 2. CONTRACTOR SHALL PROVIDE ALL MATERIALS,EQUIPMENT AND FACILITIES REQUIRED FOR TESTING 9.A.C. PAVEMENT SHALL CONFORM TO SECTION 02510(ASPHALT CONCRETE I'PiI I �`o TY WIDE PROPERTY ' �, _UTILITY EASEMENT.'..�:.�.� ': �,:;�.. . ," '.. .,-,� ..�. W LINE , 3 ALL UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL PAVEMENT)MPWSS FOR TYPE B MIX. A.C. PAVEMENT SHALL BE COMPACTED :..a _ �B 1 INITIAL AND RETESTING SHALL BE BORNE BY THE CONTRACTOR- PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE BENCHMARK THE AVERAGE DENSITY SHALL BE EQUAL TO OR GREATER THAN 93%OF THE I rnnc•P 3. ALL LANDSCAPING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/REPAIRED TO THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY AND NO INDIVIDUAL SAMPLE aL _-:3 / r EXISTING p•a PRE-CONSTRUCTION QUALITY. SHALL BE LESS THAN 92%OF THE THEORETICAL MAXIMUM RICE SPECIFIC • �! /', GRAVITY. I HYDRANT k� rw mcs TRAFFIC CONTROL - I 1 (ARROW BOLT) ®482 q 1. CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TRAFFIC CONTROL DESIGN TO CITY, 10. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL a " fir' L 1� ¢_ s3 I Qp NA1VD88 MDOT, AND ENGINEER PRIOR TO PRE-CONSTRUCTION CONFERENCE. A COPY OF THE APPROVED BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR TRAFFIC CONTROL PLAN SHALL BE PROVIDED TO THE DESIGN ENGINEER. CONTRACTOR SHALL ERECT LINES SHOWN. t _ I I -- AND MAINTAIN BARRICADES,WARNING SIGNS, AND TRAFFIC CONES PER APPROVED CITY AND MDT .a 'EXT'G 8" SEWER REQUIREMENTS IN ACCORDANCE WITH THE MUTCD.TRAFFIC SHALL BE DIRECTED IN ACCORDANCE °WITH THE MDT FLAGGERS HANDBOOK. CONTRACTOR SHALL REFERENCE THE MDT TRAFFIC CONTROL 11. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS _ In MAIN / III AND PROTECTION STANDARD DETAIL DRAWINGS IN DEVELOPMENT OF THE TRAFFIC CONTROL PLAN. VALVES,WATER VALVES AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY MATCH FINISH GRADE OF THE PAVEMENT,SIDEWALK, OR LANDSCAPED AREA ; cn CONSTRUCTION ACTIVITY WITHIN THE RIGHT OF WAY. WHEREIN THEY LIE. t. I I t w (� ` II P4 ® ® ® EXISTING UTILITY NOTES: 12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL SLOPES ) (nj �.� ^1.EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN.ARE INDICATED ACCORDING TO SHALL BE CONSTRUCTED STEEPER THAN 41:iV. .f I � � o Pq THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE 13. IF DIRECTED ON THE DRAWINGS, ALL PLANTER AREAS SHALL BE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER, POWER, GAS,STORM, SEWER, BACKFILLED WITH APPROVED TOP SOIL MINIMUM G" THICK. STRIPPING TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE MATERIALS SHALL NOT BE USED FOR PLANTER BACKFILL, UNLESS ALLOWED -�'' -- - - - ----- --------- ---------- LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT '' BY THE OWNER. LOCATIONS. +s. e,,s:•.^,:•. w c;vre\,,,s - 2.EXISTING UTILITY DEPTHS ARE BASED ON BEST AVAILABLE KNOWLEDGE,CONTRACTOR TO VERIFY 14. CONTRACTOR 1 RESPONSIBLE FOR COORDINATING WITH ENGINEER TO DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF CONFLICTS EXIST CONTACT DESIGN ASSURE COMPACTION TESTING IS COMPLETED IN ACCORDANCE WITH CITY 3 - - ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN STANDARDS. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED. CONSTRUCTION. SANITARY SEWER: CURBS&SIDEWALKS 1.UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCE WITH ASTM 1.UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 6-INCHES 3034, SDR 35. ALL OTHER APPURTENANCES AND INSTALLATION TO CONFORM TO THE CITY OF NOMINAL CURB EXPOSURE SHALL BE FOR ALL CURBING. BOZEMAN SPECIFICATIONS. 2.CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS AND SIGNAGE IN LEGEND D RESORT DRIVE 2.ALL SANITARY SEWER PIPES SHALL BE STRAIGHT GRADED BETWEEN MANHOLES.NO BENDS, ACCORDANCE WITH CURRENT ADA AND LOCAL REQUIRMENTS. JLJGlTJG1a1 JL1� BENCHMARKHYDRANT DEFLECTIONS, HIGH OR LOW POINTS ARE ALLOWED. - (ARROW BOLT) 3.SIDEWALKS SHALL BE A MINIMUM OF 6-INCHES THICK. ALL SIDEWALKS ----4770- INDEX CONTOUR 0 FOUND MONUMENT AS NOTED N-119211.70 E-366424.51 3.PER DEQ&CITY REQUIREMENTS, CONTRACTOR SHALL HAVE SEWER INSTALLATION INSPECTED AND SHALL BE CONSTRUCTED USING 4,000 PSI CONCRETE. _______ SCALE CONTOUR MINOR (1' INTERVALS) QS SEWER MANHOLE TESTED PER DEQ&CITY PROCEDURES AND CERTIFIED BY A LICENSED ENGINEER. CONTRACTOR TO � WESTBABCOCK p 25 SO 180 PROVIDE ENGINEER WITH 24 HOURS ADVANCE NOTICE FOR INSPECTION- CONACTOR SHALL PROVIDE 4.CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ENGINEER TO ASSURE PROPERTY LINE pd WATER VALVE SAFE ACCESS TO TRENCH FOR INSPECTION.MANHOLE TESTING SHALL BE PERFORMED PRIOR TO CONCRETE TESTING IS COMPLETED IN ACCORDANCE WITH CITY STANDARDS. A BENCHMARK HYDRANTrN PAVING AND FINAL SURFACE RESTORATION. MINIMUM OF 24 HOURS NOTICE IS REQUIRED. - ROAD RIGHT-OF-WAY FIRE HYDRANT (ARROW BOLT) - - - - ADJOINING PROPERTY tea. POWER POLE N-119679.07 E-366240.34 W 4.CLEANING. PRIOR TO TESTING AND TV INSPECTION, CONTRACTOR SHALL FLUSH AND CLEAN ALL INSPECTION TESTING& CERTIFICATION o0 NOTES: EASEMENT LINE- �o LIGHT POLE DATUM Cd] SEWER PIPE AND MANHOLES AND REMOVE ALL FOREIGN MATERIAL. - - - 00 1.CONTRACTOR SHALL NOTIFY CITY OF BOZEMAN PUBLIC WORKS OFFICE AND x x- FENCE QD STORMDRAIN MANHOLE NAVD88 iz 5.LEAKAGE TESTING. SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED FOR LEAKAGE DESIGN ENGINEER A MINIMUM OF 24 HOURS(1 BUSINESS DAY)PRIOR TO �+ BY CONTRACTOR. LEAKAGE TESTS SHALL BE COMPLETED PER MONTANA PUBLIC WORKS STANDARD START OF CONSTRUCTION. W WATER MAIN ® CURB INLET a b a SPECIFICATIONS AND CITY OF BOZEMAN MODIFICATIONS. S SEWER MAIN TREE DECIDUOUS 6.TV INSPECTION. UPON COMPLETION OF ALL SEWER CONSTRUCTION, TESTING AND REPAIR, THE 2.COMPACTION TESTING OF SUBGRADE, BASE COURSE AND ASPHALT REQUIRED SD a STORM DRAIN FOR ALL LIFTS. CONTRACTOR SHALL PROVIDE ACCESS TO INSPECTOR TO NEW PAVEMENT CONTRACTOR SHALL CONDUCT A COLOR TV ACCEPTANCE INSPECTION OF ALL MAINLINES. THE N - COMPLETE THE COMPACTION TESTS. OP OVERHEAD POWER INSPECTION SHALL BE CONDUCTED BY THE CITY OF BOZEMAN. SUFFICIENT WATER TO REVEAL LOW AREAS OR REVERSE GRADES SHALL BE DISCHARGED INTO THE PIPE IMMEDIATELY PRIOR TO TEL. OVERHEAD TELEPHONE - INITIATION OF THE TV INSPECTION. THE TV RECORDING AND WRITTEN REPORT SHALL BE DELIVERED 3.CONTRACTOR SHALL NOTIFY DESIGN ENGINEER A MINIMUM OF 24 HOURS(1 UNDERGROUND GAS LINE �y TO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL COORDINATE AND PAY ALL COSTS FOR TV BUSINESS DAY)PRIOR TO THE REQUIRED INSPECTIONS. INSPECTION. - ROAD CENTERLINE d ® ' 0 4.CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO TOP BACK OF CURB Po U WATER - ALLOW THE INSPECTOR TIME TO COMPLETE COMPACTION TESTING. _ �n W CONTRACTOR SHALL NOT COVER ANY LIFT PRIOR TO COMPACTION TESTING BY EDGE OF PAVEMENT �1 1.WATER MAINS UP TO 12-INCHES SHALL BE CLASS 51 DUCTILE IRON. ALL WATER MAINS SHALL BE INSPECTOR. LIFTS NOT TESTED WILL NOT BE CERTIFIED BY THE DESIGN -------- ENGINEER OR ACCEPTED BY THE CITY, EDGE OF GRAVEL THE INSTALLED WITH A MINIMUM 6.5'OF COVER TO FINISH GRADE UNLESS OTHERWISE NOTED OR 00 DIRECTED. ALL OTHER APPURTENANCES AND INSTALLATION TO CONFORM TO MDEQ AND CITY OF CONCRETE PAD/SIDEWALK D DIRECTEDMAN SPECIFICATIONS. 5.INSTALLATION OF WATER MAINS SHALL BE INSPECTED AND CERTIFIED BY THE BOZDESIGN ENGINEER. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR 2.CITY FORCES TO OPERATE ALL VALVES, INCLUDING FIRE HYDRANTS, ON EXISTING AND PROPOSED ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO COMPLETE THE _ REQUIRED INSPECTION. PUBLIC MAINS. CONTRACTOR SHALL NOTIFY THE CITY WATER DEPARTMENT A MINIMUM OF 24 d SHEET HOURS PRIOR TO REQUIRING THE OPERATION OF VALVES. 6.NO PIPE,VALVES,BENDS, ETC. SHALL BE BURIED PRIOR TO INSPECTION BY 8"DESIGN ENGINEER. �®"1 3.2"MINIMUM ORIFICE REQUIRED FOR FLUSHING. 7.PRESSURE, VELOCITY FLUSH,AND BAC-T TESTS ARE REQUIRED FOR THE n ICONHOMES 4.INSTALL JOINT RESTRAINTS ON ALL PIPE JOINTS AND FITTINGS AS SPECIFIED IN THE DRAWINGS. .WATER MAIN AND FIRE SERVICES. ALL TESTS SHALL BE PERFORMED BY THE 1 CONTRACTOR AND WITNESSED BY THE DESIGN ENGINEER. CITY OF BOZEMAN i GENERALNOTES 5.ALL CROSSES, TEES, VALVES, AND BENDS SHALL BE MECHANICAL JOINTS WITH MEGA-LUG. SHALL OPERATE THE VALVES. 19-1 T 7_. O1 AS-B V 1L 1T DATE:E SEPTEMBER 12020 0 0-- " 3 WEST BABCOCK STREET m UP - UP- e .UP UP -UP - UP . UP °P UP U UP UP UP UP UP -- UP UP UP . UP UP UP P -I- �-IUP UP UP o ° PROPOSED 8" DI WATER MAIN - 0 10 SCALE 40 - --'--8- ---- - - -- ------I- mL. ---- ------ -- SEE SHEET C4.1- - - - ------ -� J-- �u_/-u� 1-20' w ¢ �� +•- ea - .JJJJ JJJJJJJJ_JJJJJJJJJJ DATUM �' o J.JJJJJJJJ JJJ_JJJJJJJJJJ m N p i NAVD88 zo o FUTURE I ® 4 FUTURE ® WS ¢ w w BLDG 18 a a d T FS a° J 0 O- TYPED BI:DG 13 � S � ,4 I FS F - - N wi 2-STORY = a• . TYPE B-HC v m I " L q I � � 2-STORY �f�� SEA 3+61.65 FS I I z N M STA 0+93.74 STA 0+97.74 4" WATER SERVICE CROSSING 6' FIRE SERVICE CROSSING °.: 2 IC OS II III uu�i h STA 1+69.70 r STA 2+29.8 S.S. STA 3+74.63 - - STA 0+12.09 '' 6" SDR26 S.S. SERVICE SERVICE WATER SERVICE CROSSING . , - 6 SDR26 6" SDR26 S.S. SERVICE a•-:•, 6" SDR26 S.S. SERVICE I ` S=4.0% MAX (TYP) S-4.0% MAX (TYP)� I S=4.0% MAX (TYP)V N Ny ^:/ITS=4.0% MAX TYP J�eQ SEE SHEET C6.0 - --r- ,g °• SEE SHEET C6.0 ceeis c. . ° ( ) y _ DETA LH3ET C6.0 SEE SHEEP C6.0 - - - - DETAIL 2 I /� s- - = a •- = a-�.. - - DETAIL 3 -j l" 9 825 PE DETAIL 2 - ss ss ssl I S S -S --F-S -•S +--S ° S S -S -�FO�S -S S I- - eS -^3 IS 3+81 V \: co IN 30' WIDE 10' MIN W UTILITY EASEMENT �- SEPARATION © \\ BLF DG 12 N STA 0+00.00 - W W IV n W W W W -PROPOSED 8" SDI W -W -� W W f ur W Wm l TYPEB DRAWN BY:TDS/EWR REMOVED EXTG 8" PVC STUB& STA 1t26.66 vtl1i PVC SEWER MAIN / m 0 STA 3+70.90 m 3 CONNECT TO EXTG 48" SSMH#1 _L`i uu 6" SDR26 S.S. SERVICE �_ �� �/ �, 0 6" SDR26 S.S. SERVICE STA 3+80.96 :e� 2-STORY S=4.0% MAX (TYP) r PROPOSED 8" DI WATER MAIN- - �-�= Lam- L L� ��u_u u�. 5=4.0% MAX (TYP)� ,�i n L� INSTALL 48" SSMH#2 REVIEWED BY:CGB SEE SHEET C6.0 SEE SHEET C4.1 SEE SHEET C6.0 ,� m - DETAIL 2 I: - DETAIL 3 Q'y of PROJECT ENGINEER:CGB IJ � N - - - - - - - l DESIGNED BY:CGB I I n EXTG 8" PVC SEWER MAIN �T - - - - - e FUTURE NOTES: BL FUTURE $LDG15 'RE BTYPEC THEXB SITG UG INFORMATIONAVAILABLE TO ENGINEERTIONS & PRIVATE IETHEHOWN ARE ENGINEER DOESATED NOT GUARANTNG EE ETO PROPOSED 8" DI WATER MAIN I TYPEC I.,'.. .° TYPE1 2-STORY THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, 3 SEE SHEET C.4.0 - - '-2--S�TSORY a'� 2-STORY SEWER, TELEPHONE & N) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. ku I 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. 3. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITYo ICON APARTMENT HOMES SEWER MAIN PLAN PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN I� SANITARY SEWER SERVICES ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. ��II HORZ. SCALE: 1" = 20' STATION SIZE LF L R 51 pd 0+12.09 6" SS SERVICE 13 L 4. BACKFILL & COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER 1+26.66 6" SS SERVICE 15 L CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL. FTd 1+69.70 6" SS SERVICE 45 R 2+79.82 6" SS SERVICE 45 R 5. ALL SEWER SERVICE ARE SDR26 UNLESS OTHERWISE NOTED. INSTALL ALL SERVICES AT 3+70.90 6" SS SERVICE 45 R 2.07 MIN SLOPE. 3+74.63 6 SS SERVICE 74 L 6. MAINTAIN 10' MINIMUM HORIZONTAL SEPARATION AND 18"VERTICAL SEPARATION BETWEEN WATER AND SEWER UTILITY MAINS. MAINTAIN 6"VERTICAL SEPARATION BETWEEN SEWER MAIN AND SERVICE UTILITIES. 7. INSTALL EXTENSIONS TO SEWER SERVICES CROSSING WATER MAIN TO PROVIDE A C) MINIMUM 6" CLEARANCE BETWEEN WATER MAIN AND SEWER SERVICE. EXTENSIONS ADDED TO WYE SERVICE FITTING. ® 1 FINISHED GRADE STA 0+00.00 EXTG GRADE STA 3+80.96 0 4810 EXT'G.48" SSMH#1 INSTALL 48" SSMH#2 4810 PP,, RIM EL ±4808.2 RIM EL 4808.08 M b STA 0+97.74 STA 3+61.55 STA 0+93.74 2' WATER SERVICE 4" DI WATER SERVICE CROSSING MAINTAIN 6" VERT. SEPARATION. C 6" DI FIRE SERVICE CROSSING MAINTAIN 6" VERT. SEPARATION INV. 4799.47 4800 MAINTAIN 18" VERT. SEPARATION. INV. 4799.94 0.41% 4800 W INV. 4799.95 8" SDR35 PVC L=t361, 5=8-45YE v4� U1 ao �! zA �' ; STA 3+70.90 STA 3+80.96 I� ra tV STA 1+69.70 STA 2+79.82 6" SS SERVICE RT INSTALL 48" SSMH#2 a TA O STA 1+26.66 6" SS SERVICE RT 6" SS SERVICE RT 1' EXTENSION ADDED INV. OUT (W) 4798.87 _ � > y STA 0+12.09 2.5' EXTENSION ADDED TO WYE FITTING 4798.52 6" SS SERVICE LT 1.5' EXTENSION ADDED- STA 0+00.00 6" SS SERVICE LT TO WYE FITTING INV. 4798.53- o INV. 4797.43 TO WYE FITTING REMOVE EXTG 8" PVC STUB & CONNECT TO INV. 4796.91 INV. 4797.62 ® INV. 4798.12 ® STA 3+74.63 v O N EXTG 48" SSMH#1. FIELD VERITY INV. ELEV FINISHED GRADE 6" SS SERVICE LT PRIOR TO CONSTRUCTION. IF DISCREPENCY o IS FOUND CONTACT ENGINEER PRIOR TO TOP OF PIPE 6" EXTENSION ADDED CONSTRUCTION. SEWER MAIN-INYER-fELEVATION TO WYE FITTING a ® W ASSUMED INVERTS. INV. 4798.55 4790 INV. OUT (W) ±4796.7 a N ro m m m N r. N n r n b f=+ N N ro m m M O [O N 1� n N INV. IN (S) ±4796.9 � � ro is m of m oo oo oo w oo m ro o m o m o m o m o m o m o m o m op INV. IN (E) m n m n m r m r m r m n m r m r 4796.97 0+00 1+00 2+00 3+00 SHEET C3"® ICON APARTMENTS ICON APARTMENT HOMES SEWER MAIN PROFILE SEWER MAIN HORZ. SCALE: 1" = 20' - VERT. SCALE: I" = 4' DT 77'T T i PROJECT: 19-113 AS-D V IL 1 ' DATE: SEPTEMBER 2020 N N 7 � O � -Q PHASE LINE . - _ - UP - of FUTURE _Jt] �y - SCALE TYPE E S nl r a I 0 10 20 40 o 3-STORY o r _ % % % ❑ tLl®' ❑ EXTG 8" PVC 1"=2T N PHASE LINE - SEWER MAIN DATUM o 0 m I, LL m � STA 2+27.58 r I - '.I NAVD88 � w SEWER SERVICE CROSSING 1 I I o MAINTAIN 6" VERT. SEPARATION. STA 3+2446 - - - - ,. - ��. DI 9 ' BEND MJXMJ I - I O+OOy s° -:• 1+00 71 -8" DI CLASS 51 WATER MAIN s - .-/ - - - ° FUTURE a I BLDG 1S -W W W -W -W +---W -W10�WI -' MIN .W -30' WIDE-01 W -W W +�W -W n® W _w i00W TYPED SEPARATION UTILITY EASEMENT© 2-STORY z - S S STA 0+00.00. - S _ S S S -+--=-""' S 5 S STA 2+43.27 S _STA 2+46.27 5 REMOVE CAP & BLOWOFF t 8"X6"TEE.© B"X4"TEE. _ _EXT'G 8" DI -ASSEMBLY..CONNECT TO _ -•'.;: - 6" DI FIRE SERVICE.D - 4" DI WATER SERVICE EXTG 8" DI WATER MAIN. WATER MAIN EXTG S' PVC - -Lr srrrrr rr :rrrrcLrrrr ` �, NT4 INSTALL S" GATE VALVE. SEWER MAIN " 1 rr rrrr rrr rrr rrr rrr rrr rr - STA 3+35.97 -� SANITARY SEWER CROSSING. cHais�. .ENSURE WATER TIGHT CONNECTION I i �f'r LJ MAINTAIN 18"VERTICAL SEPARATION I \1 `STA 3+46.15 u". oau ae r rrr rrr r r rrr rrr rrr rrrr rrr rrr rr 8" GATE VALVE r rrr r rr rr r II b r STA 3+56.11 *I °. 4 NOTES: �cexae 2 77 16.01 RT 6" DI' - E 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO r HYD. ASSEMBLY. .; THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE Ir' SNOW SEE SHEET C6.2 THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, r °: - I . .PROPOSED 8" PVC DRAWN BY:TDS/EWR STORAGE STA 3+56.26 SEWER MAIN SEWER, TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. 7 AREA B"X6" DI HYD.TEE - SEE SHEET C3.0 = REVIEWED BY:CGB r f I 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. r PROJECT ENGINEER:CGB 3. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY DESIGNED BY:CGB 7K �,' I °'� - +9 I PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. ICON APARTMENT HOMES WATER MArN PLAN 4. BACKFILL & COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER HORZ. SCALE: 1" - 20' CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL. 5. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 10' FEET OF ALL FITTINGS, OR AS SPECIFIED ON PLANS. 6. MAX DEFLECTION FOR 8" DUCTILE IRON PIPE 5' FULL LENGTH OF PIPE. 7. MAINTAIN 10' MINIMUM HORIZONTAL SEPARATION AND 18" VERTICAL SEPARATION pq a BETWEEN WATER AND SEWER UTILITY MAINS. MAINTAIN 6"VERTICAL SEPARATION BETWEEN 1� WATER SERVICES FIRE SERVICES WATER MAIN AND SERVICE UTILITIES. STATION SIZE I LF L R v� 2+43.27 6" FIRE 61 L 2+46.27 4" WATER 68 L P. P. 4820 4B20 N (� U � ® N zP EXTG GROUND FINISHED GROUND 1� - _ STA 3+56.11 - - - - HYD. ASSEMBLY 4810 - BURY LINE 1898.804808.02 4610 - - - - - - - - 8.0' BURY DEPTH 6.5' MIN COVER S" DI.CLASS 51 WATER 6" MIN STA 3+24.46 MAIN L=t400LF 90' HORIZ. BEND VERT. k� SEPARATION INV.4S9&9B STA 0+00.00 4799.97 4900 REMOVE CAP & BLOWOFF ASSEMBLY. 4800 ; CONNECT TO EXTG 8" DI WATER MAIN. a b A,INSTALL 8" GATE VALVE & - STA 2+27.58 STA 2+46.27 ENSURE WATER TIGHT CONNECTION. 6" PVC SEWER 4" WATER SERVICE STA 3+35.97 STA 3+56.26 . INV. - SERVICE CROSSING INV.-4899: 9-4800.40 8" PVC SEWER �� S'X6" HYD. TEE a Z 4803.85 INV. t4799.6 MAIN CROSSING INV. 4899.90 4800.02 ;, FINISHED GRADE ELEVATION STA 2+43.27 INV. f4796.9 STA 3+46.16 i WATER MAIN INYER+ELEVATION 6" FIRE SERVICE S" GATE VALVE 4795 TOP OF PIPE INV.-4800.51 INV. 4809.90 4795 O N o °D - a 4800.464800.00 of o d � � �� oM di ® F O+00 1+00 2+00 3+00 4+00 � SHEET ICON APARTMENT HOMES WATER MAIN PROFILE C4.0 HORZ. SCALE: 1" = 20' VERT. SCALE: 1" = 4' T ICONAPARTMENTS WATER MAIN DT�T �T+ PROJECT: 19-113 AS-BOIL 1 ` DATE: SEPTEMBER 2020 W N N N ui EXT'G 10" PVC STA 9+14.06 o N a SEWER MAIN HOT TAP EXT'G 12" WATER MAIN. vv-INSTALL 12"XS" TAPPING TEE, 8" GATE VALVE &THRUST BLOC K. +�_I_ W W W m EXT'G 12" DID„ .•„ ,,..- - �- - Q w w a WATER MAIN WEST BABCOCK STREET o � p m I SCALE � d 0 10 20 40 F I-I I DATUM M" 3 SAWCUT AND REMOVE EXT'G ASPHALT AND NAVD88 0 05 U U CURB. BACKFILL WITH NON-SHRINK LEAN 3 EXT'G CURB 30' WIDE a a r CONCRETE. REPLACE PAVEMENT AND CURB a w W - - - - - & GUTTER - - - - - - - - . - . - - . - - . - TO MATCH EXT'G THICKNESS. TACK COAT AND - .... SEAL ALL JOINTS- T_ ' - T UTILITY EASEMENT- - � - m w w J N n Z �j UP a UP �.P UP U UP UP UP UP UP UP UP UP. UP UP UP P -- ' �- UP UP ` UP x x - .. - - -I ••; - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � NOTES: .1 ------- --- 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE In J JJ THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, J.JJJJ_y�.J.#�JJJ JJJJJJJJJJ 'I` SEWER, TELEPHONE &TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. N T Nq . FUTURE a �' 8"X4"TEE. - - - 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. _ BTYPE D 0 4" DI WATER SERVICE.- * CHFIS G 1 ��. , ® -��--"I Jyyy I 3. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY euoE 1 r�x. 1J, - _ m WS- PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN Hu iaez5 PE 2-STORY _ � � _ FUTURE �lC ' V STA 7+87.70 �� III I� _ ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. < sEo BLDG 13 8"X6"TEE a STA 8+07.44 �c \ 2 v ❑ a I. I O _� � TYPE B-HC o O ❑ ® 6" DI FIRE SERVICE. + 4. BACKFILL & COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER EA ff���.)I m+ B'X6"TEE. CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL � 2-STORY I �q-� I � ,- �. 6" DI FIRE SERVICE.J II II 5. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 10 ® r - FUTURE ' FEET OF ALL DRAWN BY:TDS/EWR �T•1 I .I Tr' ® FS I BLDG12 FITTINGS, OR AS SPECIFIED ON PLANS. ^ t\ f. ® I .,° TYPEB STA 4+29.77 R REVIEWED BY:CGB iv 2-STORY 6. MAX DEFLECTION FOR 8" DUCTILE IRON PIPE 5' FULL LENGTH OF PIPE. PROJECT ENGINEER:CGB a 61. FIRE SERVICE. STA 5+95 80 - - = P6 8" PVC -�"� -� x _, -- 2"TYPE K COPPER WATER SERVVCE. " 3 STA 7+56.10 7. MAINTAIN 10' MINIMUM HORIZONTAL SEPARATION AND 1 B"VERTICAL SEPARATION DESIGNED BY:CGB ..SEWER MAIN - J . STA 7+31.32 /a�j SEWER SERVICE CROSSING. BETWEEN WATER AND SEWER UTILITY MAINS. MAINTAIN 6"VERTICAL SEPARATION BETWEEN U STA 4+33.77 __ LLR7 I- T J SEE SHEET C3.0 V I MAINTAIN 6" VERT. SEPARATION. WATER MAIN AND SERVICE UTILITIES. STA 5+92 83- - - - 8"X6" DI HYD: TEE 2 TYPE K COPPER WATER SERVICE. - I I -PaIII • $° 8"X6"TEE. �� �" �- ss° - ss ss 8. SEE FIRE SERVICE AND WATER SERVICE DESIGN PLANS FOR PLAN AND PROFILE ' '- STA 6+15.85 STA 7+23.16 -°g . c - -6" DI FIRE SERVICE. - i ALIGNMENT. S 5 S S•• ° - = 5 S � S� _-SEWER SERVICE CROSSING. 8" GATE VALVE 3 I STA 7+40.46 - - 10'.MIN - MAINTAIN 6" VERT. SEPARATION. cis - 8" DI 90' BEND MJXMJ SEPARATION 5+00 8" DI CLASS 51 WATER MAIN 6+00 00 © 7+00 I �•W -W (Y G. W �W I W -W -W -W -W W N W -W -I-W -W --W " W14 I a - - STA 7+31.12 L ul. a Jug - - WATER SERVICES FIRE SERVICES STA 4+93.72 - STA 5+05.73 ® STA 6+97.79 JJ� L 16.01 RT 6" DI " :. STATION SIZE LF L R 2"TYPE K COPPER WATER SERVICE.I SEWER SERVICE CROSSING. 8"X6° CROSS HYD. ASSEMBLY .i n i i r 1 i c SEE SHEET C6.2 a 4+29.77 6" FIRE 59 L vv��VV MAINTAIN 6"VERT. SEPARATION. " I FIRE SERVICES RT CO] L� W STA 4+96.88 " 4" DI WATER SERVICE LT I ` L I 4+33.77 2" WATER 67 L cn O m m .. . .e - - - - - - - a 8" DI FIRE SERVICE. !ate - 7+06.96 4+96.88 40 R a �� 2" WATER 40 R _ STA Q r " STA 7+01 03 SEWER SERVICE CROSSING. I;.,I, 5+92.83 6" FIRE 40 R Q 2" TYPE K COPPER WATER SERVICE - "- _=MAINTAIN 6"VERT. SEPARATION 5+95.80 2" WATER 40 R r°�l n-'� i r �1�� `� J .' I I �' ;d 6+97.79 4" WATER 32 L kM o ti FUTURE 1 FI7TUItE FUTURE 6+97.79 6 FIRE 40 R " BLDG 16 "' a BLDG 15 "• BLDG 14 - I 7+01.03 2" WATER 39 R TYPE C TYPE C '' TYPE C ^` . 7+57.70 5" FIRE 36 L ra 2-STORY L ". '° 2-STORY 2-STORY L 8+07.44 6" FIRE 55 R n� Dui ru �.w �, a '' 8+09.69 4" WATER 55 R ---eee ICON APARTMENT HOMES WATER MAIN PLAN �I ® g HORZ. SCALE: 1" = 20' •`a° U� H b STA 7+31.32 ® HYD. ASSEMBLY �• EXT'G GROUND BURY LINE 4898-41-4808.48 4810 U FINISHED GRADE 1J:& BURY DEPTH 4810 8.5' cn - STA 7+23.16 SEWER SERVICE CROSSING U STA 7+58.10 6.5' MIN 8" GATE VALVE 8"INV. 4800.96 STA 6+15.75 COVER INV.4799.:2 4799.98 STA 5+05.63 6" SEWER SERVICE CROSSING STA 7+06.96 STA 7+87.70 ® ..., 6" SEWER SERVICE CROSSING INV. 4800.93 8" SEWER SERVICE CROSSING 8"X6" TEE ® A eV INV. 4801.43 INV. 4800.84 6" FIRE SERVICE a o 8" DI CLASS 51 WATER MAIN L=t510LF INV. 4;9 & 4800 4799.93 4800 h� y STA 4+29.77 3 w s 8"X6"TEE STA 6+15.75 STA 6+97.79 STA 8+09.69 ' FIRE SERVICE STA 4+93.72 EL 4800.28 8"X6" CROSS STA 7+40.46 8"X4"TEE STA 9+14.50 N INV. "^^.^`"4800.02 2" WATER SERVICE 6" FIRE SERVICE RT 90' HORIZ. BEND 4" WATER SERVICE HOT TAP EXT'G 12" DI < ® Ooa J INV. 4799.83 4° WATER SERVICE LT4 INV. 1799.99 4800.00 INV. :'^_^_. 4799.88 WATER MAIN. INSTALL 12"X8" i U� STA 4+33.77 STA 5+92.83 (� w 2" WATER SERVICE STA 4+96.88 8"X6"TEE INV. "�r4799.84 STA 7+31.32 TAPPING TEE, 8" GATE VALVE (y 8"X6" HYD. TEE STA 8+0E.44 INV. 4799.94 8"X6" TEE 6" FIRE SERVICE 8"X6"TEE & THRUST BLOCK. 6" FIRE SERVICE INV:�66 4800.25 STA 7+01.03 INV. r799�4799.98 6" FIRE.SERVICE INV. 800 INV. "'^^.^' 2" WATER SERVICE 4799.27 4800.00 _ � 00 STA 5+95.80 INV. 4799.46 INV. 4799.90 EXT'G GROUND ELEVATION 4799.77 s 2" WATER SERVICE INV. 4799.65 WATER MAIN. ELEVATION i 4790 TOP OF PIPE 4790 a µ W O; V7 r M 00 V7 O i n N a N_ SHEET m 1I M u1 u) c _N /V O O O O O O O O O O O O O 00 O O O O O O O ��,�C( 00 00 00 00 o] OJ 00 CO 00 m oo m W .0 00 0] m. W W V�"� ICON APARTMENTS 4+00 5+00 6+00 - 7+00 8+00 9+00 9+15 m WATER MAIN ICON APARTMENT HOMES WATER MAIN PROFILE PROJECT: 19-1 13 HORZ. SCALE: 1" = 20' AS-BUILT S DATE: SEPTEMBER 2020 i VERT. SCALE: 1" = 4' o N W N F 3 � NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT o 0 SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' FROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION. m REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE.OF PAVEMENT. ¢w a PROPOSED FINISH 0 SURFACE\� N�J GROUND MIN -I SURFACE GREEN STEEL POST B 3 AT END OF SERVICE -11II �I�I I�.OU 0 OU uL I L-i �i L=LJ PROPERTY LINE OR EASEMENT �y ,III ll SLOPING, BENCHING OR LINE MIN A z D 0 0 SUPPORT SYSTEMS IN THIS RESTORE GROUND TO BEND REDUCER 3 f:Q:f O AREA TO CONFORM TO O.S.H.A. ORIGINAL CONDITION D REGULATIONS* GROUND UNDISTURBED Ej a TYPE"A" STREET SURFACE SURFACE 4' EARTH TRENCH BACKFILL D 0 0 PAVEMENT SECTION PLACED AND 0 D COMPACTED PER CITY OF BOZEMAN STDS. m N 0 0 0 ( INSTALL DETECTABLE WARNING COMPACTED BACKFILL 2.5 TAPE 18" DEPTH. I 11 5' (SEE SPECS.) 6" (TYP) 8 z a - y SELECTTYPE I BEDDING MATERIAL PLACED ---SELECT IN 6" LAYERS AND COMPACTED 4" AS SPECIFIED IN MPWSS SERVICE LINE. TEE TEE (Plugged) 45'ELBOW SLOPE =Ya' PER FOOT MIN., 2"X2" -� TYPE I PIPE BEDDING PLACED IN 6" WOOD STANDARD DIMENSIONS FOR THRUST BLOCKING I_ MAX. LAYERS AND COMPACTED AS )f PER FOOT MAX PLUG MARKER * teals 1-11 — SPECIFIED IN MPWSS SANITARY SEWER au i =TT— —J MAIN 45' BEND TEES REDUCERS & ��� FITTING & PLUGS 90' BEND & WYES 22$" BEND ceaSPE TYPE II PIPE BEDDING PLACED PLUG SIZE '1a 1S I TRENCH WIDTH=O.D. IN 6" MAX. LAYERS AND COMPACTED m A S A B A B �aVA ------III OF PIPE PLUS 2' AS SPECIFIED IN MPWSS (Q MIN. TRENCH WIDTH=3.5' SERVICE INVERT NO LOWER IN LINE WYE FITTING FOR NEW INSTALLATIONS. 8" 3'-z" 3'—D" z'-5" z'-19THAN SPRING LINE OF SEWER SADDLE FITTINGS ALLOWED FOR EXISTING 12" 4'-8" 4'-a" 3'-a" 3'-3" z'-7" z'-3" DRAWN BY:TDS/EWR MAIN FOR WYE FITTINGS. INSTALLATIONS ONLY UPON APPROVAL OF CITY OF BOZEMAN SEWER DEPARTMENT. NOTES: REVIEWED BY:CGB 1. THESE TABLES ARE BASED ON 150 PSI MAIN PROJECT ENGINEER:CGB *SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATION PRESSURE & 2000 PSF SOIL BEARING PRESSURE. 2. WRAP ALL FITTINGS WITH POLYETHYLENE, IF DESIGNED BY:CGB REQ'D BY CITY OF BOZEMAN. 1 DETAIL DETAIL 3 DETAIL ce•o TYPICAL TRENCH DETAIL c6.o SANITARY SEWER SERVICE LINE ceo THRUST BLOCKING FOR WATER MAIN FITTINGS C.O.B. STD. DWG. NO. 02221-1 C.O.B. STD. DWG. NO 02730-2 C.O.B. STD. DWG. NO DING 2660-1 � p+q FRAME AND COVER TO BE EITHER D&L A-1172 RING WITH A-1172 COVER EJW 3771/3772 SERIES, OR APPROVED EQUAL COVERS SHALL HAVE TWO 1" PICK HOLES. ® P., NOTE. F ADJUSTABLE RINGS ALL JOINTS BETWEEN MANHOLE SECTIONS; MANHOLE RING & STEEL POST MARKER 2" MIN., 12" MAX. TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BE PAINTED BLUE W WATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-N£M' OR EQUAL LOCATION OF CURB BOX FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL. NO COUPLINGS OR OTHER JOINTS OR AS SHOWN ON PLAN /o ALLOWED ON SERVICE PIPE FROM NEW HYDRANT, I� 2'-0" CORP. STOP TO CURB STOP FOR I MUELLER SUPER 5" PRECAST REINFORCED CONCRETE MANHOLE RISER 3/4"AND 1" SERVICES. STRAIGHT CENTURION 250 8' MAX 4'-0". AND ECCENTRIC CONE TOP MANUFACTURED IN COPPER PIPE SHALL BE USED FOR 2.5' 3' MIN. s� MANHOLE ACCORDANCE WITH ASTM DESIGNATION C-478. 1 1/2"AND 2" SERVICES CURB BOX INSTALL PLUMB WITH TO BACK ���11 ® Ira STEPS AT 6.5' IN. PUMPER NOZZLE OF CURB 'tea (� W 16" CENTERS TAP B'(CONTRACTOR, COVER B. PROVIDE 5' FACING STREET GROUT INVERT TO SPRINGLINE EASEMENT STATIONARY OF PIPE IF GAP BETWEEN - ELEVATIONS AS SHOWN MIN. 4'- 0" CLEAR ALL AROUND PIPE AND CHANNEL IS ROD IN ALL ON PLANS OR 0.2' GREATER THAN 1 8 SEE DETAIL - �. :.�i CURB BOXES (TREES, HEDGES, BUSHES, ETC.) ABOVE TOP OF CURB / BELOW CURB STOP GRADE ADJUSTABLE SCREW (MIN) .PRE-CAST CHANNEL WATER MAIN BASE MATERWL VARI BLE FLOWLINE GROUND LINE TYPE VALVE BOX WITH LID U CORPORATION STOP SELECT MATERIAL b 12"MAX.QYPICAL - CHANNEL-OW DETAIL OF A % ���i�i;BACKFILL AREA (SEE FOR POURED OF PIPE TOP OF PIPE MAY NOT �ii���j�i SPECIFICATIONS SERVICE PIPE UNDISTURBED IN—PucEBASES) EXTEND PAST INSIDE PROPERLY ��'��������%i"i')% SIZE PER PLAN. - EARTH 6.5' MI . FLEXIBLE GASKETED JOINT (TYPICAL WALL OF MANHOLE. IF INSTALLED j _ i,�%��i�I CO ER NECESSARY TOP HALF OF CORPORATION jO �,,i. ,�, MIN. FOR PRECAST BASES - SEE DETAIL) STOP. TAP MAIN ' ' " "�-�� CONCRETE A PIPE MAY BE TRIMMED - THRUST TO MAIN LINE OFF SMOOTH. (8" AT SPRINGLINE 1 TRENCH BOTTOM BLOCK DIAMETER ONLY) GENERAL NOTES: JOINT AS REQUIRED FOR SHELF-SLOPE 1" PER A 1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 "9� PIPE SPECIFIED b FOOT TOWARD CHANNEL. 5'-4" DIA. FOOT COVER MEASURED FROM THE EXISTING GROUND SEE CHANNEL DETAIL. MIN) PRECAST OR POURED-IN-PLACE BASE. SURFACE, EXCEPT THAT COVER SHALL BE -MEASURED FROM MIN. 1/2 CUBIC YARD NEW 6"AUXILIARY GATE VALVE W ( CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID POURED-IN-PLACE BASE, MINIMUM WASHED GRAVEL FLANGE JOINT #4 BARS - V-O" O.C. CONCRETE THICKNESS BELOW PIPE IS TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER v9� rn 00 8 INCHES. PRECAST BASE, MINIMUM SERVICE LINES SHALL HAVE A MAXIMUM 7 1/2 FOOT *MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS THICKNESS IS INCHES. ALL BASES COVER AT CURB STOP. MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK A REINFORCED AS SHOWN. 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE v7 SHOWN ON THE DRAWINGS OR AS SPECIFIED. C 3. BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF $ im RADIUS OF SERVICE PIPE. SLOPE AT 1° PER FOOT MANHOLE 4. INSTALL CURB STOP SO THAT OPERATING KEY IS O PARALLEL TO STREET IN OFF-POSITION. CHANNEL TO FULL NOTE:PIPE DEPTH STORM DRAIN MANHOLES SHALL NOT AREA ►a INSTALL CURB STOP AND VALVE BOX IN PAVEMENT o ... HAVE FORMED CHANNELS AND THE Z 0 z Lv .L WEST PIPE INVERT SHALL BE 9"O � ]," DIA. OF +� '!','.,,. ";':,;,; HIGHER THAN BOTTOM OF MANHOLE. ( 6 \DETAIL ® U � SEWER PIPE \C&0 WATER SERVICE LINE ceo FIRE HYDRANT , FOR FLAT TOP MANHOLE SEE C.O.B. STD: DWG. NO 02720-4 C.O.B. STD. DWG. NO 02660-6 C.O.B. STD. DWG. NO 02660-4 SECTION A—A 4 DETAIL SHEET cbo SANITARY SEWER MANHOLE ��"® C.O.B. STD. DWG. NO 02720-3 T ICON APARTMENTS WATER/SEWER DETAILS i PROJECT: 19-113 DATE: SEPTEMBER 2020