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HomeMy WebLinkAboutStory Mill Community Park Record Drawings O O O O O © O © O MATERIALS SUBMITTALS REQUIRED DESIGNWORKSHOP ABBREVIATIONS 120 East Main Street PRODUCT PARTY RESPONSIBLE FOR SUBMITTAL REQUIRED SUBMITTALS PRIOR TO MOBILIZATION REQUIRED SUBMITTALS DURING CONSTRUCTION Aspen,Colorado 81611-1787 AD_—__ALGEBRAIC DIFFERENCE (970)-925-8354 WATER LINE MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL#OR SPECIFICATIONS BACTERIAL TEST RESULTS AFTER INSTALLATION COMPLETE BVCE___—BEGINNING OF VERTICAL CURVE ELEVATION W W W.D E S I G N W 0 R K S H 0 P.0 O M SEWER LINE MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL#OR SPECIFICATIONS N/A BVCS__BEGINNING OF VERTICAL CURVE STATION CL__ CENTERLINE ®61b�ll�s• STORM DRAINAGE MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL#OR SPECIFICATIONS N/A CO___CLEANOUT O PRECAST CONCRETE STRUCTURES CONTRACTOR MANUFACTURER'S SHOP DRAWINGS AND MATERIAL SPECIFICATIONS N/A EVCE __DIAMETER STAHLY VCE__END OF VERTICAL CURVE ELEVATION e PIPELINE BEDDING MATERIAL CONTRACTOR GRADATIONS, PROCTOR, LIQUID/PLASTIC LIMITS, P.I., 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE EVCS END OF VERTICAL CURVE STATION �?pA[ES� EX EXISTING STAHLY ENGINEERING&ASSOCIATES ON SITE TRENCH BACKFILL MATERIAL CONTRACTOR NONE 1 REPRESENTATIVE SAMPLE FOR EACH TYPE OF MATERIAL ENCOUNTERED FT_ FEET PROFESSIORAL ENGINEERS&SURVEYORS ON SITE UNCLASSIFIED EXCAVATION MATERIAL CONTRACTOR NONE 1 REPRESENTATIVE SAMPLE FOR EACH TYPE OF MATERIAL ENCOUNTERED K_ _RATE OF CHANGE L -LENGTH ROAD SUB-BASE CONTRACTOR GRADATIONS, PROCTOR, LIQUID/PLASTIC LIMITS, P.I. 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE H DPE____HIGH-DENSITY POLYETHYLENE CRUSHED BASE COURSE CONTRACTOR GRADATIONS, PROCTOR, LIQUID/PLASTIC LIMITS, P.I, FRACTURED FACES, WEAR. 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE MAX _MANHOLE ASPHALT CONTRACTOR PROJECT MIX DESIGN FROM SUPPLIER SEE MATERIALS TESTING MIN----_MINIMUM PC_-----POINT OF CURVATURE EXTERIOR CONCRETE CONTRACTOR PROJECT MIX DESIGN FROM SUPPLIER SEE MATERIALS TESTING PCC____POINT OF COMPOUND CURVE BIOSWALE MEDIA I CONTRACTOR ICOMPONENT CLASSIFICATION AND MIXTURE RATIOS N/A I PRC -POINT OF REVERSE CURVE PT _POINT OF TANGENT ON-SITE MATERIALS TESTING (PUBLIC UTILITIES, STREETS AND PARKING LOTS) PVC___PO DINT CHLORIDE PVI POINT OF VERTICAL INTERSECTION PRODUCT PARTY RESPONSIBLE TO OBTAIN TESTS TEST FREQUENCY TEST REQUIREMENT&STANDARD SCH SCHEDULE S SANITARY Z TRENCH BACKFILL AND COMPACTION ENGINEER 1 TEST EACH LIFT PER 200 LINEAR FEET OF TRENCH* 95%BY AASHTO 599 OR ASTM D698 PER MPWSS STA __STATION z ROAD/PARKING SUBGRADE CONTRACTOR 1 TEST PER 50 LINEAR FEET ROAD OR 5,000 SQUARE FEET PARKING LOT 95%BY AASHTO T99 OR ASTM D698 PER MPWSS SWK_ SIDEWALK TBC _TOP BACK CURB J U NM OB SUB—BASE COURSE CONTRACTOR 1 TEST PER 50 LINEAR FEET ROAD OR 5,000 SQUARE FEET PARKING LOT 95%BY AASHTO T99 PER MPWSS TOF___ TOP OF FOUNDATION Ii W m CRUSHED BASE COURSE CONTRACTOR 1 TEST PER 50 LINEAR FEET ROAD OR 5,000 SQUARE FEET PARKING LOT 95%BY AASHTO T99 PER MPWSS SOTA __STATION WALL d ASPHALT MIX VERIFICATION CONTRACTOR 1 FIELD MARSHAL PER 2000 TONS COMPLIANCE WITH MIX DESIGN TYP TYPICAL of L1• Z li ~ASPHALT IN-PLACE COMPACTION CONTRACTOR 1 TEST PER 50 LINEAR FEET ROAD OR 5,000 SQUARE FEET PARKING LOT*** 93%BY ASTM D2041 PER MPWSS VC__ _VERTICAL CURVE 2 O G Q C CONCRETE CONTRACTOR 1 TEST PER POUR MIN, OR i TEST PER 50 C.Y. TEMP. AIR, SLUMP, 4 CYL INDERS, PER MPWSS � N � LIN W--------WATER j *TRENCH BACKFILL AND TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS SECTION 02221. COMPACTION TESTING SHALL BE DONE ON EACH LIFT OF BACKFILL MATERIAL TRENCH W Q UL O FYIL TESTING **CONTRAC BACKFILL TESTS SHALL BE DONE WITHIN THE FIRST 100 FEET OF A MAINLINE TRENCH OPERATION AND AT NO MORE THAN 200 FT INTERVALS THEREAFTER. ALL SERVICE LATERAL TRENCH BACKFILLS SHALL BE TESTED. COMPACTION }OTORDSHALL ESTAB ISH A ROLLI G TTERN ES SHALL BE NE TLY F THE CT MANHOLES AND VALVE PA EARLY IN THE PAVEME T PROCSS BY AKING A TEST FOR EVERY PASS AND RN LINE. TESTING SHALL BE DONE BY CORDNG THE P RCEN OF MAXIMUM DENSITY. AT A MINIMUM THAT PATTERN SHALL BE MAINTAINED1) WATER, FIRE,XOI N O M IEJE EIRT GENERAL Uo SEWER SERVICE IS TO BE MAINTAINED FOR EXISTING USERS. NOTIFY I� LLI () F THROUGHOUT THE ENTIRE PROJECT. USERS IF ANY TEMPORARY SHUTDOWN IS REQUIRED. IF SHUTDOWNS EXCEED 4 HOURS PROVIDE N Z TEMPORARY SERVICE. GENERAL CIVIL NOTES SURVEY NOTES WATER SYSTEM NOTES O m OM z 2) THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN PUBLIC WORKS DEPARTMENT A W 1) CIVIL SITE IMPROVEMENTS SHALL BE CONSTRUCTED IN 8) CONTRACTOR RESPONSIBLE FOR OBTAINING A STORM 1) THE PROJECT SURVEY IS ON A LOCAL DATUM, NAVD 88 1) ANY WET TAP TO EXISTING WATER MAINS SHALL BE MADE MINIMUM OF 48—HOURS PRIOR TO ANY WATER OR SEWER CONNECTIONS TO THE CITY SYSTEM. Q d ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS PROVIDED IN WATER POLLUTION PREVENTION PLAN (SWPPP) PERMIT, AND WITH ELEVATION BENCHMARK OF 4718.46 ON ARROW BOLT OF BY THE CITY OF BOZEMAN WATER DEPARTMENT. TAPPING TEES ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY SHALL 2 C a- THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS SHALL CONDUCT WORK IN ACCORDANCE WITH THE PERMIT. HYDRANT LOCATED ON THE BOYS AND GIRLS CLUB PARKING AND VALVES SHALL BE FURNISHED AND INSTALLED BY THE BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. O CO Q (MPWSS), 6th EDITION, AND CITY OF BOZEMAN MODIFICATIONS THE SWPPP SHALL BE ADMINISTERED BY THE CONTRACTOR. LOT. ELEVATION DATUM IS APPROXIMATELY 15' ABOVE COB CONTRACTOR AND THE WET TAP MADE BY THE CITY OF TO MPWSS (COB MODS), 6TH EDITION, AND ANY ADDENDUMS. THE ADMINISTRATOR SHALL BE TRAINED AS REQUIRED BY THE DATUM. BOZEMAN WATER DEPARTMENT WITH THE COST PAID BY THE 3) PIPE-LINE BEDDING TO BE TYPE 1 FROM 4" BELOW THE PIPE TO 6- ABOVE THE PIPE. UJ PIPE-LINE BACKFILL SHALL BE TYPE A BELOW STREET ROW, PARKING LOTS MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY. THE CONTRACTOR. THE CONTRACTOR SHALL EXCAVATE THE U Z 2) THE LOCATION OF EXISTING WATER LINES, SEWERS, TANKS, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BEST 2 CONTRACTOR TO PROVIDE CONSTRUCTION STAKING EXISTING MAIN AT THE LOCATION TO BE TAPPED TO CONFIRM , AND SIDEWALKS. CULVERTS AND OTHER UTILITIES AS SHOWN ARE APPROXIMATE. MANAGEMENT PRACTICES (BMP) INSTALLATION, MAINTENANCE, SUFFICIENTTIO TYPE B BACKFILL MAY BE USED FOR UTILITY LINES OUTSIDE OF ROADS AND PARKING LOTS TO LAYOUT WORK. STAKING OF PUBLIC STREETS THE APPROPRIATE PIPE DIMENSIONS PRIOR TO ORDERING . O CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF RECORD KEEPING, PERMIT FEES, ANNUAL FEES, AND ANY AND UTILITIES AND BUILDINGS TO BE UNDER THE DIRECTION OF FITTINGS. THE TAPPING SLEEVE SHALL BE INSTALLED WITH THE R IS RESPONSIBLE FOR MAINTAINING A WATER MAIN AND SEWER MAIN 4) CONTRACTOR THESE FACILITIES AS NECESSARY TO MAKE CONNECTIONS TO PENALTIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LICENSED SURVEYOR, AND CERTIFIED. OUTLET SET ON THE HORIZONTAL PLANE. THE TAPPING SEPARATION TO 10 FEET HORIZONTALLY EDGE TO EDGE AND 18 INCHES VERTICALLY AT OR TO EXCAVATE ADJACENT TO THESE FACILITIES. THE CONTINUING THE SWPPP ADMINISTRATION AND BMP UPKEEP SLEEVE SHALL BE PRESSURE TESTED AND WITNESSED BY THE CROSSINGS. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ADJACENT WATER OR ENGINEER MAY REQUIRE THE CONTRACTOR TO EXPOSE EXISTING UNTIL THE NOTICE OF TERMINATION CAN BE FILED. 3) SITE WORK STAKING SHALL CONSIST AT A MINIMUM OF ENGINEER PRIOR TO TAPPING BY THE CITY. A CONCRETE SEWER MAINS TO CONFIRM SEPARATION HAS BEEN MET. PER MPWSS NO. 02660-2. WATER AND SEWER LINES TO ESTABLISH THE EXACT LOCATION CONTRACTOR IS RESPONSIBLE FOR REMOVING THE BMP'S PRIOR GRADED OFFSETS TO TOP BACK OF CURB AT BEGINNINGS AND THRUST BLOCK SHALL BE INSTALLED BEHIND THE TEE. OF THESE UTILITIES. TO TERMINATION OF THE PERMIT. ENDS OF CURVES AND 50' STATIONS ON TANGENTS. 2) PROVIDE A MINIMUM OF 6.5' FEET OF COVER FOR ALL 5) ADJUST MANHOLE AND VALVE BOX COVERS PER CITY OF BOZEMAN MODIFICATIONS TO 3) UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND 9) CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN 4) WATER MAIN STAKING SHALL CONSIST AT A MINIMUM OF WATER PIPE UNLESS SPECIFIED OTHERWISE. MPWSS DRAWINGS NO. 02213-1 AND 02213-2. ARE NOT TO BE CONSIDERED COMPLETE. THE CONTRACTOR TO THE CITY FOR THE TEMPORARY CLOSURE OF GRIFFIN DRIVE 20' GRADED OFFSETS AT FITTINGS, VALVES, HYDRANTS, AND AT SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR FOR STREET RECONSTRUCTION. 50' STATIONS. 3) THRUST RESTRAINT AND PIPE BEDDING TO CONFORM WITH TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO SECTION PROTECT ALL EXISTING UTILITY LINES DURING CONSTRUCTION. 10) A GEOTECHNICAL EVALUATION HAS BEEN CONDUCTED BY 5 SEWER SERVICE STAKING SHALL CONSIST AT A MINIMUM OF 02221 OF MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO SHEET LIST TABLE ALL UTILITY LINES DAMAGED DURING CONSTRUCTION ACTIVITIES ALLIED ENGINEERING. COPIES OF THE REPORT ARE AVAILABLE OFFSETS AT BEGINNING AND END OF SERVICE LINES. MPWSS. ALL WATER VALVES TO BE RESTRAINED. Sheet SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. OTHER UPON REQUEST. Number Sheet Title UNDERGROUND UTILITIES MAY EXIST, THE CONTRACTOR SHALL 4) CONTRACTOR SHALL INSTALL ADDITIONAL FITTINGS, 6) STORM DRAIN STAKING SHALL CONSIST IO A MINIMUM OF BLOWOFFS, VALVES, ETC. AS MAY BE NECESSARY TO CO-01 CIVIL SPECIFICATIONS HAVONES CALL LOC ALL ITIES ATORS.ACALD BEFORE YOU BY THE (UTILITY AND/OR DAMAGE OACTOR SHALL TAKE E(STING PAVEMENT. ANYTIONS TO DAMAGE OREVENT GRADED OFFSETS AT EX STING GRADED AWN AREAS.SCUPPERS, CHASES, BIOSWALES, AND ADEQUATELY FLUSH, TEST, AND DISINFECT THE WATER LINES CO-02 EXISTING CONDITIONS PLAN (NORTH PARCEL) ONTAA, 1-800-424-5555 PAVEMENT OUTSIDE OF PROJECT LIMITS SHALL BE REPAIRED AT AND FITTINGS. CO-03 EXISTING CONDITIONS PLAN (SOUTH PARCEL) THE CONTRACTORS EXPENSE. SAWCUT ALL EXISTING PAVEMENT 7) BUILDING STAKING SHALL CONSIST OF 8 GRADED OFFSETS 5) WATER LINES SHALL BE DISINFECTED ACCORDING TO = CORDELLD.'• 4) NOTIFY ENGINEER OF ANY DISCREPANCIES WITH THE PLANS EDGES AND TACK PRIOR TO PLACING NEW PAVEMENT. FOR THE 4 EXTERIOR BUILDING CORNERS. CO-04 CIVIL SITE AND UTILITY DEMO PLAN (NORTH PARCEL) =�: POOL OO AND THE ENGINEER WILL PROVIDE A REPRESENTATIVE FOR MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS =71' 11645PE tu FIELD VERIFICATION. THE ENGINEER CAN BE REACHED AT: 12) CONTRACTOR TO PERFORM MISCELLANEOUS GRADING TO 02660 AND AWWA C651. CO-05 CIVIL SITE AND UTIITY DEMO PLAN (SOUTH PARCEL) 1u PROVIDE GRADUAL TRANSITIONS BETWEEN NEW AND EXISTING CO-O6 CIVIL SITE AND UTILITY PLAN (NORTH PARCEL) d' NS a s,ETT�gnIIllt1t1111�PG��` STAHLY ENGINEERING & ASSOCIATES INC. GRADING. 6) WATER LINES SHALL BE PRESSURE TESTED ACCORDING TO "�,Aip70NALE P` 851 BRIDGER DRIVE, SUITE 1 MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS CO-07 CIVIL SITE AND UTILITY PLAN (SOUTH PARCEL) BOZEMAN, MT. 59715 13) NON—SURFACED AREAS OUTSIDE OF THE PARK 02660 AND AWWA C600, TEST PRESSURE TO BE 200 psi OR CO-08 LAYOUT CONTROL PHONE (406) 522-9526 DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO 1.5 TIMES THE STATIC PRESSURE (WHICHEVER IS HIGHER) AT FAX (406) 522-9526 ORIGINAL GRADE AND PREPARED FOR SEEDING AND SEEDED. THE HIGHEST POINT IN NEW LINES. C7-00 SERIES KEY PLAN AND INFORMATION SHEET NON—SURFACED AREAS WITHIN THE PARK SHALL BE GRADED IN C1-01 CIVIL SITE PLAN ISSUE DATE:February 9,2018 5) THE CIVIL SITE WORK IS PART OF A LARGER PROJECT ACCORDANCE WITH THE GRADING PLAN AND PREPARED FOR 7) CONTRACTOR TO COMPLETE APPLICATIONS FOR CITY INVOLVING OTHER TRADES WITHIN OR ADJACENT TO THE SITE. SEEDING BY THE PARK LANDSCAPER. CONTRACTOR TO WATER SERVICE PRIOR TO CONSTRUCTION. C1-02 CIVIL SITE PLAN REVISIONS THE CIVIL SITE CONTRACTOR SHALL COORDINATE WITH OTHER CONTROL WEEDS IN DISTURBED AREAS DURING CONSTRUCTION. C1-03 CIVIL SITE PLAN # DATE DESCRIPTION TRADES TO ALLOW THEM SUFFICIENT ACCESS TO THEIR WORK. 1 3-7-18 COB Revisions 14) CONTRACTOR RESPONSIBLE FOR OBTAINING AND PAYING C1-04 CIVIL SITE PLAN 6) CONTRACTOR SHALL PROVIDE A (2) TWO—YEAR WARRANTY FOR ANY REQUIRED PERMITS. 2 424-18 Conshuction Set C1-05 CIVIL SITE PLAN TO THE CITY OF BOZEMAN FOR ALL PUBLIC INFRASTRUCTURE. 3 8-5-19 Record Drawings WARRANTY PERIOD BEGINS UPON ACCEPTANCE OF 15) CONTRACTOR TO PROVIDE ALL TEST RESULTS TO ENGINEER C1-06 CIVIL SITE PLAN INFRASTRUCTURE BY THE CITY. PRIOR TO FINAL ACCEPTANCE. C1-07 CIVIL SITE PLAN 7) ALL OFF—SITE CONSTRUCTION SHALL BE CONDUCTED FROM C7-08 CIVIL SITE PLAN WITHIN EXISTING STREET EASEMENTS. LEGEND C1-09 CIVIL SITE PLAN C1-10 CIVIL SITE PLAN EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED C1-11 CIVIL SITE PLAN C1-12 CIVIL SITE PLAN : TBC 4937.55 Cl-13 CIVIL SITE PLAN DRAWN REVIEWED:CDP PARK BOUNDARY ����������� SPOT ELEVATIONS (FG) N/A � STORM DRAIN SD SD SO C1-14 CIVIL SITE PLAN CONTOURS (1 FT. INTERVALS) 4944 DRAINAGE FLOW DIRECTION STORM DRAINAGE MANHOLE O❑ OO C1-15 CIVIL SITE PLAN dBENCHMARK GRADE BREAK -- - STORM CURB INLET ❑ : PI=API I LAN Record Drawings fl CONCRETE CURB AND GUTTER SIDEWALK CHASE STORM CATCH BASIN 2- WATER SY M ST P 81, C2-01 WATER SYSTEM DETAILS WATER LINE 8"W W SIGN — STORM DRAINAGE SWALE --<— < < C2-02 WATER SYSTEM P&P wv WATER VALVE/CURB STOP pQ H OVERHEAD ELECTRIC OHE EROSION CONTROL ® C2-03 SUPPLY WELL DETAIL FIRE HYDRANT UNDERGROUND ELECTRIC UCE uGE STORMWATER DETENTION BASIN O C4-01 CIVIL SITE DETAILS PROJECT NUMBER:5404 5 X\Sp Bo C4-02 CIVIL SITE DETAILS z BLOW-OFF Q POWER POLE `� WATER COURSE �� C4-03 CIVIL SITE DETAILS § SANITARY SEWER LINE 8"SS 5 GUY WIRE WETLAND CD C4-04 GRIFFIN DRIVE PLAN AND PROFILE CIVIL /IL 0 9 SANITARY SEWER MANHOLE �$ $O ELECTRIC PEDESTAL/BOX ❑s NATURAL GAS LINE ws —GAS— C4-05 GRIFFIN BRIDGE PED RAIL DETAILSco SANITARY SEWER CLEANOUT Q CIDCS-01 NORTH PED BRIDGE LAYOUT PLAN SPECIFICATIONS LIGHT STANDARD � QO UNDERGROUND COMMUNICATION ucc U� O C5-02 NORTH PED BRIDGE FOUNDATION DETAILS CURB SCUPPER LIGHT POLE COMMUNICATION PEDESTAL ❑T 2 100 YEAR FLOOD WAY --•--•— SHEET NUMBER E C6-01 SIGNAGE AND STRIPING E 100 YEAR FLOOD PLAIN — CO-O PLAN SHEETS NO LONGER APPLICABLE, REMOVED FROM SET Ro Q$ O O© O O © O © Og ®COPYRIGHT GESIGN WORKS HOP,INC. �h a� O © ® O O © O O O L g+�� s ��Pv / �% ?,ya ''�®y ' �\ DESIGNWORKSHOP ® � / \ 120 East Main Street j Aspen,Colorado 81611-1787 (970)-925-8354 W W W.D E S I G N W O R K S H O P.0 O M � STAx�LY / 1 A�RCK IMPROVEMEN ' Olt74 \ 1 / \� SFE PARK PLANS STA PRO ENGINEERING&ASSOCIATES 4 \ PROFESSIONAL &ASS C I O� ES 15.8 — TREES 50 10 TI SS � / / _ \\ D/ 471 j E / \ \ 4716.5 o a %inn ] Z / M T / 1 J � 15 30 W m NEW I G 10P1 WELL cotrroutt1NTERvac= Fr Q > z a Lu ILL / 5 / E STI��jjj��I(((���/„ AIN ° \ \ \ .KIm T o m W .( STREET D q7 •` _llln\� f ` ``TA,Q` ON TRIANGLE /fY, /� i / \4c' r' 1 / \ \ ��/,/1111\\\ O W Q O �n �� o ^s; EW FIR / ® _ m 6„ W TER MA Y PR OF 2) 1s \ \ 4718 N WE z oCL fI xxx' \ W ST NG LOT CONTAINING 39 NEW \ i IN ES INCLUDING 2 ADA AND 41 \. O EXIS G G SPACES INCLUDING 2 ADA �1b\ \� v/ - \ \ J PROJECT BENCHMARK O HYDRANT ARROW BOLT ELEV: 4718.46 \ \ oo `.o\�pNTAAf ii,,� / L O a Of STR �',N 11645PE;� \ \ R GATI 7 ^F �c`ENs`?�`�:c J W LL - EXISTING IRRIGATION 00� N \ WELL —TO RE IN E IS N 6" ISSUE DATE:Feimm 9.2018 WTER N SE M NE# FIRE REVISIONS GA 94 GAS}}---GAS GAS Ag Is HYDRA.,V /� a # DATE DESCRIPTION I� G � \4 G S g \ 1 37-18 COB Revisions \ \\ J \ 'y, AS i/ —/� 2 4-24-18 Construc8on Set G / \ 3 8-5-19 Record Drawings 7 AS i GAS GAS—GA �'a CA GASI — — �1�— _ ES �\ \ L DRAWN: AP ID MILL / EAST GALLATIN RIVER \\ D 2 / D REVIEWED:CDP COMKUNITY CENTER M \ s WATERCOURSE SETBACK Record Drawings \\` \,�\ \ L\ ® / na\ I RE E •SE,RIE $ /� C 1 1 1 • \i \\( ...'\ \ OH 6NE. __ PROJECT NUMBER:5404 OH . WATER SYSTEM F5AR OBiUUNNDARY ��� �� \ _ 3HO — — O — > u R _ �� :�_• _ SITE PLAN EA GRIFF� 3Ho3HO a \" J ��/ _ - / N DR VE \ \�, � \\ :. :,.. �....... L/ WE�tAidD�T�I P� SHEETNUMBER ————————— \ ^ . (' F . �m p O (DO ® O © O © O a9 COPYRIGHT DESIGNWORKSHOP,INC. (D O O O O © O e N DESIGNWORKSHOP 120 East Main Street Aspen,Colorado 81611-1787 (970)-925-8354 W W W.D E S IGNW[�OR KS H O P.00M a PAINTED B STA_H�LvY UN EMENi f ." PIN,a xa mFW OF P.vDMx,. T 5E10N°ENE°' E _D•"OPrm EEr B s T/ 'WINARD LRouxD BURFACE STAHLY ENGINEERING & ASSOCIATES P. (I mw ro¢ BTALL PLUMS WTX �m BeLK OF CURB PROFESSIONAL NGuaeroRS k SURVEYORS PUMMNCR NOIIIE URFACE B'SIDW L% N ppyEERR `ORWARON 0.PPACER REIMA ANCNOR MIN. •_(,•DViWECALLC - 1'+ 2 CMB BOX EffI� , :�Y(w )ux nzonATlb,a OAw To o.n o.TOUxO �(ttP.) PRONOE B•BTANONARY ROD IN w11 LURE BOXES M ADJUSTABLE SCREW C,/2'MI ELEVATIONS AS BROWN TYPE UD VE BOX OVfR 2 I ABUt r TOP OF CURB.• r SEE DETAIL SPECX BELOW RCUMB L EXCEPT N III—) ORO �`R Mm o uTRExwrasTflzEELou,Ox) w^,wxc TnPE UND UNf MIT ,¢wAnam sx.w Imnmu) asx.A P[oNwnma COxLANCHCRB CUPS SNP// CDs"") FUnNPDTIH UR MIN.6. 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Cltt OF BIWNGS s¢ aximumlox Eµo'z°duxxo TIM LUG KIAPPROVED ONOR ME VAIRE NR NAY V UBED IN AND Di CONCRETE THPU IR WOCKS.E MN.I/2 CUBIC YARD YAWED GP/.V¢ RIHGE JOINT rAs xps d gam;>,m, µ 5 �E z D F1M N Z STANDARD WECIFICATONS Omn NONE TYPICAL UTILITY TRENCH DETAILS NO 92221-1 UST BIDCNS NOT REQUIRED ON TMPING vKVEB MEGA-LUG OR MmxNEO 0p JOINT RESTHNxR MAY BE UBED Ix—OF CONCRETE TNN-BLOCK rl T x m O 2 W O Z LU Q aw'b T,t,orowxc xc s swxz¢ PE. wtvlwrl r 3:ATER zi CITY OF BOZEMAN SCALE: THRUST BLOCKING FOR NO. 02660-3 CITY OF BOZEMAN SCALE: FIRE HYDRANT N0. 02660-4 CITY OF BOZEMAN SCALE: T_W SERVICE LINE NO. 02660-6 7 O O Q STANDARD DRAWING NONE WATER MAIN VALVES DEC 2003 SPANDARD DRAWING NONE FEB 2008 STANDARD DRAWING NONE DEC 2003 O NOTES NOTES NOTES NOTES w 1. WATER TRENCH TO BE CONSTRUCTED IN COMPLIANCE 1. WATER VALVES TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS 1. FIRE HYDRANTS TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS 1. WATER SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS Z © WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02660, MPWSS, SECTION 02221, EXCEPT WHERE SPECIFIED ON 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. O THIS DETAIL DRAWING. 2. ALL VALVES SHALL HAVE THRUST RESTRAINT. IF JOINT 2. SEE PLAN AND PROFILE DRAWINGS FOR HYDRANT LOCATIONS, 2. TYPE 1 PIPE BEDDING SHALL EXTEND FROM 4" BELOW RESTRAINT IS USED THE RESTRAINT SHALL BE ADEQUATE TO DEPTH AND GRADES. 2. SEE SITE PLAN FOR SERVICE SIZE AND LOCATION. THE PIPE TO 6" ABOVE THE PIPE. WITHSTAND DEAD-END CONDITIONS. 3. HYDRANT LEADS TO BE MECHANICAL JOINT. IF JOINT RESTRAINT 3. DETECTABLE WARNING TAPE IS REQUIRED. IS USED IN LIEU OF THRUST BLOCKS, ENTIRE HYDRANT LEAD TO BE RESTRAINED. `�a��ONTAH A/A/�irAi L L L �"�` � � OAF•��NSF�:G���� 90'FITTING TEE OR CROSS uL vwR.��yLPoro`IDE."xA"IEw`�ar ROMAC"DUCTILE LUGS'OR EX6TING SEWER PIPE EU.NG MAN AVAIZ APPROVED EQUAL MAY BE USED TO FACILITATE THE ROD INSTALLATION. ISSUE DATE:February 9,2018 REVISIONS DATE DESCRIPTION 1 3-7-18 COB Revisions NC L L 2 4-24-18 Construction Set Mm C _ 3 &5-19 Record Drawings N RE&W ANCXOIt RWS &LKFlLL WRH WRH BINu x0U5 CM Y BEDDING NA ww. v°�°'°�P�mi,,,ter � w/r -xb LPXPmx. 45'FITTING 22.5'FITTING ) TIxML �. l � wMJ Eif THRUST BLOCK .- 1wwe�w mNwwYMIDU FITTING RESTRAINT NOTES: iszNe°RDErt HDB ENGNEER) � 1. RESTRAINED JOINT FITTINGS MAY BE USED IN LIEU OF THRUST BLOCKS. INSTALL ALL RESTRAINTS IN �,S�F ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. •�t' av°EfRCF'A IIII�rIFuxB-xVpKlsl ME'rw MUBr DRAWN: REVIEWED'.CDP '&"iC Di/Yis xwmn "MEGALUG"OR"UNI-FLANGE' E BER'E•""moM�,VkVE o LB DE L L 2. RESTRAINTS MUST BE INSTALLED TO RESIST JOINT RESTRAINTS MAY BE CO MwJ K(As PER W(Nsa PRESSURE OF 200 PSI. CALCULATIONS BASED ON SUBSTITUTED FOR IIE RODS sµWRD DINwIUO ozeBD-t ABATED PE. A '� (ED`NmAwL sPAcfj THRUST BLOCKS nox(x.T.BJ POLY WRAPPED DUCTILE PIPE, SAFETY FACTOR OF ON ALL DUCIBE IRON PIPE PImT xp mMo-B END CAP OR VALVE 1.5, TRENCH TYPE 5, 6' BURY DEPTH, SOIL TYPE CL. T`FET",AnsEs"`PECIRm EMExr xD Record Drawings paexmR",W% mI.3FMpx,.wa�. ¢" xp�p,xp om,„,mnx Mx w.nWM 3. WHERE APPLICABLE, PIPE LENGTHS ADJACENT TO CITY OF BOZEMAN SCALE: WATER MAIN CROSSING IN 02660-11 n� �.(.•' FITTINGS MUST BE RESTRAINED. TYPICAL RESTRAINT STANDARD DRAWING NONE BELOW EXISTING SEWER MAIN Dfc zoos PIAmE LENGTHS REQUIRED ARE SHOWN IN THIS DETAIL. PIPE SIZE 4" PIPE 6" PIPE 8" PIPE 12" PIPE NOTES WATER SERVICE LINE FITTING L FT L FT L FT L FT 1. THRUST BLOCK UNDER TOP ELBOW SHALL BE 3.25' X 3.25' X 2' (L X W X H) CITY OF BOZEMAN SCALE: N0.02660-15 NONE FROM CURB STOP TO BUILDING Dec.2003 90'FITTING 11 15 20 28 PROJECT NUMBER:54U4 STANDARD DRAWING TEE OR CROSS 5 6 8 11 h (LINES 2"AND SMALLER) rtl 2006 NOTES 45'FITTING HORIZ. 5 7 9 12 3 22'FITTING 3 3 4 6 1. WATER SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS END CAP VALVE 44 62 82 117 WATER SYSTEM AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 45'FITTING VERT. 19 26 34 49 O 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. DETAILS 2. SEE BUILDING MECHANICAL PLANS FOR ADDITIONAL WATER s SERVICE DETAILS INSIDE THE BUILDING. FITTING RESTRAINTS DETAIL 3. SEE SITE PLAN FOR SERVICE SIZE AND LOCATION. HALF SIZE: 3ie'" = 1'-0" FULL SIZE: X" = 1'-0" s SHEET NUMBER EF ES C2-01 ms O O O O O © O © O ®COPYRIGHT DESIGHWORKSHOP,INC. O O O ® © O O O O DESIGNWORKSHOP � " ' \ • '"° 120 East Main Street Aspen,Colorado 81611-1787 (970)-925-8354 WW W.D ES GN WO R KS H O P.0 OM 1 / f IR GA ION LIE FOR STAHLY ENGINEERING&ASSOCIATES ATION PROFESSIONAL NGI�N.E�RS&SURVEYORS ® I RD ROM EXISTING 6" J \+ ATER MAI 1" EXISTING 6" MAIN \ SS• + \ \ 't AND S WATER M IN W FIRE / 3\ O RANT 111SSS GA \ EW FIRE �;�T" Z GAs----'BAS\ 12ANT g 2) GAS s \ J ® .�.`. ° g•Y %4^s',`: S GAS'` A w DO Q _ z a 'PoI \ �\ E, ya \ a. � C~ 2 O d S I ` Q c / / N N F `� LL Z m LL i>ii: \Ss s5 r w Q F- 0 wa s11P .>. '�\ `1�, e \ NEW 2"AESWATER S D \ 5 0 m O a co ©i� ��\ % .• . \ � e' S � CUR T 0 �V O W \ z O 4722 rn o o z�p onm 4722 4726 4726 o a of a ;� ui ai Z w F O = n n Q p M R a 3 3 ¢ '> J vai of a `\\140 TAAf 7774, w m m F J p Z a a n 'r1oJ.. moJo.. a •awW 4720 a a am � P IDELLD.o 4724 o o :¢? 1� mn u m z m o0 o5PE;�` a� w°^'. o+Z¢w <<; �Nw F wo ¢� 0" �C0 ¢3 �� O w w> Q j rw0 » W ZZ >O� 00 O0w pJ a0w> 03o fno dz3j rn io? r� z 1nz� mm o: a¢ �o + + w + Now rnz = ��hi�NA�1E`\\\\ 4718 0 a ., N J _ 4718 4722 r¢Col 4722 + > J w EXISTING GRADE O �J> ' + OZJ +Z- + o0=0w wZ F w o JKAU a N j a N j 0 10 20 40 o F 3 j F a j w~O Z» ISSUE DATE:February 9.2018 t~n w? N w? CONTOUR INTIItVALIN FEET =1 FT N V 3 0 N w Z to z m-m REVISIONS 4716 4716 4720 4720 PROP S D # DATE DESCRIPTION GI iA)E 1 3-7-18 COB Revisions EXISTING ro 2 4-24-18 Construction Set GRADE 4714 4714 4718 a 4718 3 8-5-19 Record Drawings 6 5' COVER Z MIN Oi N 4712 4712 4716 w c +z 4716 O 3 V F X> r�S a0 6.5 DRAWN: APD REVIEWED:CDP COVER 4710 4710 4714 J 4714 `ae CL 5. C151 aL^j WAT R MAIN o w z m VERIFY E NATION Record Drawings OF EXISTI G GAS 9 4708 - 4708 4712 4712 3 4706 4706 4710 E 6" D.I. CL 51. C 151 4710 PROJECT NUMBER:5404 - VERIFY ELEVA FION OF EXISTING EWER a EX STING 6" WATEF 7•75 SERVICE STU WATER SYSTEM P&P � 's OF 4704 4704 4708 4708 g SHEETNUMBER 4702 4702 4706 4706 -O -0+50 0+00 0+50 1+00 1+50 2+00 - 1+00 0+50 0+00 0+50 a O O O O O © O O O OGGPYRiGHTGESiGNWORKSHGP,INC. �7 o m DESIGNWOMSHOP ® .a..m,..m.. �Y....�.� ...o. o.�.o. PION rtuFF CI Ay El 11 }�w< � zof� m..W. ,,....,.a.�..,�..e...�.�...e,.,.�,..,�.. 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