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HomeMy WebLinkAboutCourtyard Hotel by Marriott - Water Plans I WATER PLANS COURTYARD HOTEL BY MARRIOTT i 2168 BOOTHILL COURT BOZEMAN MT 59715 f 9 APRIL x � Aa w AS—BUILTS SHEET INDEXSHEET N0.Cattail St. C3.0 COVER SHEET 5/10/21 u LEGEND C3.1 GENERAL NOTES 5/10/21 Orville Way MINOR CONTOUR (1") • FOUND MONUMENT AS NOTED C4.0 WATER MAIN PLAN AND PROFILE 5/10/21 Kim fWlCke. MAJOR CONTOUR (5') A CONTROL POINT C5.0 FIRE AND DOMESTIC SERVICE PLAN AND PROFILE 5/10/21 PROPERTY LINE/ROWBENCHMARK C6.0 WATER DETAILS 5/10/21 � '.. EASEMENT LINE Q SEWER MANHOLE FENCE O SEWER CLEANOUT 0 ~ O �-s-_--- SEWER MAIN WATER VALVE s �, O ss - SEWER SERVICE FlRE HYDRANT w N Rawhide Ridge----Ct. E L O 01 W—..Cm E WATER MAIN ® CURB STOP o N N PROJECT —WS-- WATER SERVICE ® WATER WELL -� ZONING: FS C 4 STREET SIGN ➢ rn M1 LOCATION _j —So— FIRE SERVICE BOLLARD Z BOOti'llll Ct. o R� STORM MAIN 1 ZONING: O ROOF DRAIN LIGHT POLE j ZONING: M7 ti —OP — o POWER POLE OVERHEAD POWER M1 P OVERHEAD TELEPHONE b GUY ANCHOR ZONING —GAS— UNDERGROUND GAS 0 ELECTRICAL PEDESTAL z Baxter Rd. M1 Mandeville Ln. TEL UNDERGROUND PHONE ® ELECTRICAL METER N I —E UNDERGROUND ELECTRIC ® TELEPHONE PEDESTAL ZONING: —-— ROAD CENTERLINE ® GAS METER B2 Wheat Dr. N; B �;e CURB &GUTTER D4 GAS VALVE j E 0.1. S EDGE OF PAVEMENT TEST PIT 9�) — — — EDGE OF GRAVEL PERC TEST a N EDGE OF CONCRETE O TREE(LANDSCAPE PLANS) —— — EDGE OF BUILDING Z PCC SIDEWALKS, PAVEMENT AND SLAB Baxter VICINITY MAP NTS a Civil Engineering by: Applicant: Owner: - _ I MADISON ENGINEERING EERII®1 G BOZEMAN COURTYARD RD HOTEL OTEL LLC STATE OF AVJLO TANA 895 TECHNOLOGY ELVD,SUITE 203 1']35 19T�][ AVE ST]E ]g PO]BOX 201601 �OGVivnG� sas BOZEMAN,NIT 59718 HELENA MT 59620-1601 0. P : /406p 586-0262 BOZEMAN M T 59718 /406 556-4507 _ $p � (406)582-8100 COVER SHEET C3.0 G N GENERAL NOTES: GRADING.PAVING&DRAINAGE 41 N 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARDS, MOOT,AND 1. UNLESS OTHERWISE NOTED,ALL GRADING,ROCKING AND PAVING SHALL CONFORM TO MOOT AND MONTANA CURRENT CITY OF BOZEMAN MODIFICATIONS. UNLESS OTHERWISE APPROVED BY THE ENGINEER. CONSTRUCTION PUBLIC WORKS STANDARD SPECIFICATIONS, MOST CURRENT ADOPTED EDITION, WITH CITY OF BOZEMAN n SHALL BE DONE BETWEEN 8:00 A.M. AND 5;00 P.M., MONDAY THROUGH FRIDAY. MODIFICATIONS. r 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES 2. CONTRACTOR SHALL PREPARE AND PROCURE A DIED STORM WATER POLLUTION PREVENTION PLAN (SWPPP) m CROSS OR CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTIUTY CONFUCTS FAR AND CITY OF BOZEMAN STORM WATER MANAGEMENT PERMIT a 3 ENOUGH AHEAD OF CONSTRUCTION TO MAKE NECESSARY GRADE 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 ALIGNMENT CONFLICTS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO INSURE THAT PUBLIC o AND PRIVATE STREETS AND PARKING LOTS ARE KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR TO SUBSTANTIALLY LIMIT 3. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS,AND TRAFFIC CONES PER MOOT DUST FROM THE CONSTRUCTION SITE. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW REQUIREMENTS IN ACCORDANCE WITH THE MUTCD (INCLUDING MONTANA AMENDMENTS).ALL TRAFFIC CONTROL CONSTRUCTION DEBRIS, MUD OR GRAVELS TO BE LEFT ON THE STREETS OVER NIGHT. MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. 4. AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION,THE CONTRACTOR 4. CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL SURFACE VEGETATION,TREES, SHALL,ACCORDING TO MCA 69-4-501, NOTIFY ALL OWNERS OF UNDERGROUND FACILITIES AND COORDINATE STUMPS, BRUSH,ROOTS,ETC.STRIP WORK LIMITS,REMOVING ALL ORGANIC MATTER WHICH CANNOT BE THE WORK WITH THE OWNERS OF SUCH UNDERGROUND.FACILITIES. THE INFORMATION SHOWN OR INDICATED IN COMPACTED INTO A STABLE MASS. ALL BRUSH AND DEBRIS ASSOCIATED WITH CLEARING,STRIPPING OR Z THE CONTRACT'DOCUMENTS WITH RESPECT TO EXISTING UNDERGROUND FACILITIES IS BASED ON INFORMATION GRADING SHALL BE REMOVED AND DISPOSED OF OFF-SITE. p nm AND DATA OBTAINED FROM THE OWNERS OF THE FACILITIES WITHOUT FIELD EXPLORATION,AND AS SUCH, m OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. 5. FOLLOWING STRIPPING OPERATIONS,SUBGRADE SHALL BE COMPACTED PER GEOTECHNICAL REPORT a SPECIFICATIONS. IF NO REPORT IS AVAILABLE SUBGRADE SHALL BE COMPACTED TO 95%OF THE MAXIMUM 5. BACKFILL MATERIAL UNDER IMPROVED AREAS SHALL BE PLACED IN 8 TO 12-INCH LIFTS AND COMPACTED IN -DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTMD-698 ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. TEST METHOD(STANDARD PROCTOR). ` 6. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY 6. SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE OVER-EXCAVATED AND REPLACED WITH t PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL TESTING SHALL BE BORNE BY } THE CONTRACTOR. INSPECTOR SHALL BE ON SITE TO WITNESS ALL TESTING, CONTRACTOR SHALL NOTIFY STRUCTURAL FILL.SUBGRADE MUST BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR Ci ENGINEERED FILLS OR FINE GRADING FOR BASE ROCK. .-INSPECTOR AND CITY OF BOZEMAN ENGINEERING DEPARTMENT A MINIMUM OF 24 HOURS (1 BUSINESS DAY) TO PLACING EMBANKMENTS, Z PRIOR TO TESTING. 1 7. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES IN DEPTH WHICH ARE LOCATED 7. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION OVERNIGHT.ALL SUCH OUTSIDE THE PUBLIC RIGHT-OF-WAY, BUILDING PADS,PARKING LOTS OR.OTHER AREAS TO BE IMPROVED. TRENCHES SHALL BE PLATED OR BACKFlLLED, COMPACTED AND CLOSED BEFORE THE END OF EACH WORK ENGINEERED FILLS SHALL BE CONSTRUCTED IN LIFTS NO GREATER THAN 8-INCHES OVER APPROVED DAY AND NORMAL TRAFFIC FLOWS RESTORED. SUBGRADE. EACH LIFT SHALL BE COMPACTED PER GEOTECHNCIAL REPORT SPECIFICATIONS.IF NO REPORT IS AVAILABLE EACH LIFT SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 B. ALL ROAD CLOSURES SHALL BE COMMUNICATED THROUGH THE POUCE DEPARTMENT, RECORDS DIVISION WITH PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD(STANDARD (a"4 A MINIMUM OF 24 HOUR ADVANCE NOTICE WITH THE FOLLOWING INFORMATION: PROCTOR). EXACT LOCATION: ADDRESS IF APPLICABLE OTHERWISE STREET NAME AND START AND END LIMITS.TYPE OF WORK: IE. TRENCHING, PAVEMENT SAWCUT.START DATE AND TIME AND ANTICIPATED CLOSURE DURATION. 8. SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE REQUIREMENTS OF SECTION 02234(SUB I< 9. ALL PAVEMENT CUTS SHALL BE DONE IN SUCH A MANNER WHICH WILL RESULT IN A CLEAN SQUARE EDGE BY BASE COURSE)AND SECTION 02235(CRUSHED BASE COURSE)MONTANA PUBUC WORKS STANDARD SAW. THE TOP 12-INCHES OF THE EXCAVATED AREA WITHIN THE STREET SHALL BE FILLED WITH ROAD MIX SPECIFICATIONS(MPWSS). COMPACT SUB BASE AND CRUSHED BASE ROCK PER GEOTECHNICAL REPORT AND COMPACTED. SPECIFICATIONS. IF NO REPORT IS AVAILABLE COMPACT TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR j MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD(STANDARD 10. PRIOR TO PAVING CONTRACTOR SHALL SCHEDULE A PRE-PAVING WALK THRU WITH THE CITY, MOOT, AND PROCTOR). DRAWN BY: JPS DESIGN ENGINEER. GENERAL CONTRACTOR AND PAVING CONTRACTOR SHALL ALSO BE PRESENT. REVIEWED BY: MPJ PIPE BEDDING AND BACKFILL 9. A.C. PAVEMENT SHALL CONFORM TO SECTION 02510(ASPHALT CONCRETE PAVEMENT)MPWSS FOR TYPE B MIX. A.C. PAVEMENT SHALL BE COMPACTED PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS PROJECT ENGINEER:CGB AVAILABLE THE AVERAGE DENSITY SHALL BE EQUAL TO OR GREATER THAN 93%OF THE THEORETICAL 1. ALL PIPES SHALL BE BEDDED WITH MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFILL WITH THE MAXIMUM RICE SPECIFIC GRAVITY AND NO INDIVIDUAL SAMPLE SHALL BE LESS THAN 92%OF THE DESIGNED BY: MPJ ! SAME MATERIAL A MINIMUM OF 6-INCHES OVER THE TOP OF THE PIPE PER CITY OF BOZEMAN STANDARD THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY. DETAIL 02221-1. 2. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING B ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL INITIAL AND RETESTING 10. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH SHALL BE BORNE BY THE CONTRACTOR. GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN. 3. ALL LANDSCAPING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/REPAIRED TO PRE-CONSTRUCTION QUALITY. 11. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS,GAS VALVES, WATER VALVES AND SIMILAR STRUCTURES SHALL.BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT,SIDEWALK, OR TRAFFIC CONTROL LANDSCAPED AREA WHEREIN THEY LIE. i. CONTRACTOR SHALL PREPARE AND.SUBMIT FOR APPROVAL TRAFFIC CONTROL DESIGN TO CITY, MOOT, AND 12.UNLESS OTHERWISE SHOWN ON THE DRAWINGS,NO CUT OR FILL SLOPES SHALL BE CONSTRUCTED STEEPER ENGINEER PRIOR TO PRE-CONSTRUCTION CONFERENCE. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN THAN 4H:iV. SHALL BE PROVIDED TO THE DESIGN ENGINEER, CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, AND TRAFFIC CONES PER APPROVED CITY AND MDT REQUIREMENTS IN ACCORDANCE WITH 13. IF DIRECTED ON THE DRAWINGS, ALL PLANTER AREAS SHALL BE BACKFILLED WITH APPROVED TOP SOIL kL4 THE L REFERENCE ENCETRAF T SHALL BE DIRECTED IN ACCORDANCE WITH THE MOT FL DETAIL HANDBOOK.CONTRACTOR MINIMUM 6"THICK.STRIPPING MATERIALS SHALL NOT BE USED FOR PLANTER BACKFILL, UNLESS ALLOWED �/ 1 SHALL REFERENCE THE MDT TRAFFIC CONTROL AND PROTECTION.STANDARD DETAIL URAWINGSIN BY THE OWNER. DEVELOPMENT OF.THE TRAFFIC CONTROL PLAN. ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND :n IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN THE RIGHT OF WAY. 14. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ENGINEER TO ASSURE COMPACTION TESTING IS ®C) EXISTING UTILITY NOTES COMPLETED IN ACCORDANCE WITH CITY STANDARDS. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED. a 1. EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST CURBS&SIDEWALKS INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION SERVICE LINES(WATER,POWTHE THE PLANS. .GAS,STORM,SEWER, TELEPHONE&TELEVISION)MAY NOT BE 1 UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 6-INCHES NOMINAL CURB EXPOSURE SHALL STRAIGHT LINES OR AS INDICATED ON ANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. BE FOR ALL CURBING- 2. EXISTING UTILITY DEPTHS ARE BASED ON BEST AVAILABLE KNOWLEDGE,CONTRACTOR TO VERIFY DEPTH OF 2. CONTRACTORS SHALL CONSTRUCT HANDICAP ACCESS RAMPS AND SIGNAGE IN ACCORDANCE WITH CURRENT EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF CONFLICTS EXIST CONTACT DESIGN ENGINEER FAR ENOUGH IN ADA AND LOCAL REQUIREMENTS. ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. 3. SIDEWALKS SHALL BE A MINIMUM OF 6-INCHES THICK. ALL SIDEWALKS SHALL BE CONSTRUCTED USING o SANITARY SEWER: 4,000 PSI CONCRETE. 1. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCE WITH ASTM 3034, 4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ENGINEER TO ASSURE CONCRETE TESTING IS SPECIFICATIONS.SDR II CATIONS.ALL OTHER APPURTENANCES AND INSTALLATION TO CONFORM TO THE CITY OF BOZEMAN COMPLETED IN ACCORDANCE WITH CITY STANDARDS. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED. INSPECTION TESTING&CERTIFICATION NOTES, 2. ALL SANITARY SEWER PIPES SHALL BE STRAIGHT GRADED BETWEEN MANHOLES. NO BENDS,DEFLECTIONS, HIGH OR LOW POINTS ARE ALLOWED. 1. CONTRACTOR SHALL NOTIFY CITY OF BOZEMAN PUBUC WORKS OFFICE AND DESIGN ENGINEER A MINIMUM OF 3. PER DEQ&CITY REQUIREMENTS, CONTRACTOR SHALL HAVE SEWER INSTALLATION INSPECTED AND TESTED 24 HOURS(1 BUSINESS DAY)PRIOR TO START OF CONSTRUCTION. PER DIED&CITY PROCEDURES AND CERTIFIED BY A LICENSED ENGINEER.CONTRACTOR TO PROVIDE ENGINEER 2. COMPACTION TESTING OF SUBGRADE, A WITH 24 HOURS ADVANCE NOTICE DE,BASE COURSE AND ASPHALT REQUIRED FOR 0 TI FOR INSPECTION.CONTRACTOR SHALL PROVIDE SAFE ACCESS TO TRENCH Q ALL LIFTS. CONTRACTOR FOR INSPECTION. MANHOLE TESTING SHALL BE PERFORMED PRIOR TO PAVING AND FINAL SURFACE SHALL PROVIDE ACCESS TO INSPECTOR TO COMPLETE THE COMPACTION TESTS. RESTORATION. 3. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER A MINIMUM OF 24 HOURS(1 BUSINESS DAY)PRIOR TO THE 4. CLEANING, PRIOR TO TESTING AND TV INSPECTION, CONTRACTOR SHALL FLUSH AND CLEAN ALL SEWER PIPE REQUIRED INSPECTIONS. AND MANHOLES AND REMOVE ALL FOREIGN MATERIAL. 4. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO 5. LEAKAGE TESTING.SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED FOR LEAKAGE BY COMPLETE COMPACTION TESTING. CONTRACTOR SHALL NOT COVER ANY LIFT PRIOR TO COMPACTION TESTING CONTRACTOR.LEAKAGE TESTS SHALL BE COMPLETED PER MONTANA PUBLIC WORKS STANDARD BY INSPECTOR.LIFTS NOT TESTED Wit NOT BE CERTIFIED BY THE 12ESIGN ENGINEER OR ACCEPTED BY THE SPECIFICATIONS AND CITY OF BOZEMAN MODIFICATIONS. CITY_ N 6. TV INSPECTION. UPON COMPLETION OF ALL SEWER CONSTRUCTION,TESTING5. INSTALLATION AND REPAIR, THE CONTRACTOR OF WATER MAINS SHALL BEINSPECTED AND CERTIFIED BY THE DESIGN ENGINEER. SHALL CONDUCT A COLOR ACCEPTANCE INSPECTION OF ALL MAINLINES.THE INSPECTION SHALL CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO f. CONDUCTED BY THE CITY OFF BOZEMAN.SUFFICIENT WATER TO REVEAL LOW AREASS OR REVERSE GRADES COMPLETE THE REQUIRED INSPECTION: r SHALL BE DISCHARGED INTO THE PIPE IMMEDIATELY PRIOR TO INITIATION OF THE TV INSPECTION.THE TV RECORDING AND WRI SHALL INATTTEN REPORT SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE. CONTRACTOR 6. NO PIPE,VALVES,BENDS, ETC. SHALL BE BURIED PRIOR TO INSPECTION BY DESIGN ENGINEER. ALL COORDE AND PAY ALL COSTS FOR TV INSPECTION. I"'1 7. PRESSURE, VELOCITY FLUSH, AND BAC-T TESTS ARE REQUIRED FOR THE WATER MAIN AND FIRE SERVICES. _ (� WATER ALL TESTS SHALL BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY THE DESIGN ENGINEER.CITY OF s. BOZEMAN SHALL OPERATE THE VALVES. o M i. WATER MAINS UP TO 12 INCHES SHALL BE CLASS 51 DUCTILE IRON. ALL WATER MAINS SHALL BE INSTALLED 8, CONTRACTOR SHALL PROVIDE ALL MATERIALS,EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL 'Ok/erg-V1 WITH A MINIMUM 6 5'OF COVER TO FINISH GRADE UNLESS OTHERWISE NOTED OR DIRECTED. ALL OTHER UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL INITIAL AND APPURTENANCES AND INSTALLATION TO CONFORM TO MDEQ AND CITY OF BOZEMAN SPECIFICATIONS. RETESTING SHALL BE BORNE BY THE CONTRACTOR. ® N 1 2. CITY FORCES TO OPERATE ALL VALVES,INCLUDING FIRE HYDRANTS,ON EXISTING AND PROPOSED PUBLIC MAINS. CONTRACTOR SHALL NOTIFY THE CITY WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO f�l REQUIRING THE OPERATION OF VALVES. U i! 3. 2"MINIMUM ORIFICE REQUIRED FOR FLUSHING. H i H 4. INSTALL JOINT RESTRAINTS ON ALL PIPE JOINTS AND FITTINGS AS SPECIFIED IN THE DRAWINGS. i 5. ALL CROSSES, TEES, VALVES, AND BENDS SHALL BE MECHANICAL JOINTS WITH MEGA-LUG. g SHEET E Co.I I COURTYARD HOTEL GENERAL NOTES AS �t.J ILT 4 DATE:4/9/20219 k f i N SCALE � / / BENCHMARK \\\' 0 10 20 40 HYDRANT STA. 1+95.38 6" HYD. ASSEMBLY .✓ / / (ARROW BOLT) �^��� \\\ \\\ 1" 20, EXISTING UNDERGROUND 4723.57 STA. 1+86.70 POWER, GAS, AND COMM 8"x6" REDUCER \\ BOBCAT LDP \ \\ z 0 UTILITIES, fH, / _MJxMJ -- \ \\ \ z ,d , 30' UTILITY EASEMENT 2M €j SEE SEPARATE PLANS \ \ m „ SAWCUT AND REMOVE EXT'G P.C.C. SIDEWALK \ *; n , _ _._ _-_ __, _ STA. 1+84.53 FOR WATER AND FIRE --- --- -- - \ 8"x6' TEE DOMESTIC SERVICE AND CURB AND GUTTER. _ MJxMJ X REPLACE SIDEWALK -- -' TO MATCH EXT'G THICKNESS ' 6 M 6"F5 6"Fs 6"Fs 6"FS 8'NYI 1+00 8"W $-w <"IMs 4'1Y5-4"WS-4"WS- x5-4"WS-4"WS o �Q Z N ZINC COATED STA 1+81-53 8" DI WATER MAIN 8"x4"TEE _ -- - - - - - _ MJxMJ STA. 0+33.65 STA. 1+78.88 Tq SAWCUT AND REMOVE EXT'G ASPHALT , MJxMJ 11.25' HORIZ. BEND - �- ua-ua -uv MJxMJ HORIZ. BEND- - • - N' I CHRIs N.RE AND CURB AND GUTTER. STA. 0+01.96 �j- ua -uR ua _� \ GAS-GAS-.GAS-GAS GAS-GAS--..�UP TACK COAT AND SEAL ALL JOINTS. - - - -_ - - ___ _ - T�a /- �, �� ocesco ry 8" GATE VALVE--- - �,, _ ,gQ Gqg rpm ` REPLACE ASPHALT AND CURB AND r11��----Wa_--up-UP-UP 4 a=GAS uA-GA D RD _ R GUTTER TO MATCH EXTG THICKNESS STA. 0+00.00 ;As B Gns---GAS GAs-GAsGAS-/ RD CONNECT TO EXT'G 8" MAIN. RD - +. r -�_ HOT TAP EXT'G 8' MAIN WITH RD RD DRAWN BY: JPS 8"x8" TAPPING TEE AND INSTALL erl 1 � ----J •�". 1zD - THRUST LOCK +I/_,...:=_�I �..Jl.. REVIEWED BY:MPJ j ;.,.,,.,,� PROJECT ENGINEER:OOB DESIGNED BY: MPJ EXT'G B" WATER MAIN I °•1 ' ., f I i 1 � ABANDON TWO EXISTING " 11.4 SERVICES P CITY STAND RDIS I I I I- 1,444 ° �. _ .� � a I RDRD A WATER MAIN PLAN N HORZ. SCALE: 1 20' m ! NOTES: O W 4730 - ----- - 4730 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST ---.-.. APPROXIMATE LOCATION OF - -. .. INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH EXISTING UNDERGROUND INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TV) MAY NOT BE UTILITIES, CONTRACTOR TO PROPOSED GRADE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STA. 1+95.38 f VERIFY LOCATION AND DEPTH .... .... -- - 2. BACKFILL AND COMPACT TRENCH PER CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE MATERIAL. PRIOR TO EXCAVATION HYD.ASSEMBLY ` BURY LINE-rrr 4721.49 4 EXT'G GRADE 9,0' BURY DEPTH 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. 4. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO --- - --- --- -- --- -- --- -- RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. _ _ 5. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 10' OF FITTINGS, OR AS SPECIFIED 4720 -- - - _ '- - - _ _ _ _ - _ 4720 ON PLANS, EXCEPT FOR DEAD ENDS LINES. STA. 1+95.38 6. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 30' OF 8" DEAD ENDS AND 40, OF I 90 BEND -. 12" DEAD ENDS. INV. 6.5' MIN. 186' ZINC COATED 4712.42 7. MAX DEFLECTION 8" DUCTILE IRON PIPE 5' PER FULL LENGTH PIPE. N 8" DI CLASS 51 _ WATER MAIN 8' ZINC COATED -- 6" DI CLASS 51 WATER MAIN un STA. 1+78.88 4710 STA. 0+33.65 8" DI 90' HORIZ. BEND 4710 STA. 0+01.96 8" DI 11.25' HORIZ. BEND MJxMJ ", 8" GATE VALVE MJxMJ INV. 4,--rz ov- 4712.37 W C) ^ f - ff -INV12.77. 47 _-INV. 4712.42 STA. 1+81.53J -.... s z 8"x4"TEE MJxMJ STA. 0+00.00 INV. 4712.37- ® U I CONNECT TO EXT'G 8" MAIN STA. 1+84.53 r H HOT TAP EXT'G 8" MAIN WITH a F�1 8"x6"TEE MJxMJ 8"x8" TAPPING TEE AND INSTALL INV.4344.3E �. A THRUST BLOCK 4712.37 s VERIFY INV. "�. 4712.77 STA. 1+55.70 PROPOSED GRADE WATER MAIN 4NVc 8'x6" REDUCER MJxMJ TOP OF PIPE INV.4712.58 4700 - 4712.37 4700 m SHEET N p N p N ry M N M C4"0 j a a a a a COURTYARD HOTEL 4.. 0+00 1+00 ^2+00 �A_ 7WATER MAINWATER MAIN PROFILEHORZ. SCALE: 1" = 20' / DATE:4/9/20219VERT. SCALE: 1" = 4' � ���� EXISTING ROADWAY SQ OEM 0 10 20 40 20' WipSrING -� UTIL17Y EASEMENT TBACK z N §X\\ \\\\ \\ \\ a I / / \ 172 LF 6" ZINC COATED CLASS 51 DI FIRE SERVICESTA. 0+02 SEE SEPARATE 6' GATE VALVE PLANS FOR WATER MAIN DESIGN 165 LF 4' ZINC COATED STA. 0+00.00 �. �I I CLASS 51 DI DOMESTIC SERVICE __. 8'x6" TEE mjxmj 0 "� �-� 6 A&141903HORIZ. BEND a10—4Y13 4M8—VWS—4'ws—W'WS—4-YE MJxMJ \ \\\\\ \�\�\ \\\ CHR G B..N, 8'W__g•yy_g•yl__g•'W__B.,W_B.,W " STA. 0+02 AA \ \ VA \ 4" GATE VALVE 4 \ � ,oc":co I — — — - - ---- — - STA. 0+00.00 8"x4"TEE MJxMJ DRAWN BY:JPS P-- _- �GAs�eAs—up eas—Gus eas--GAS—gun �- � p,0�� \\\` \\•\\ REVIEWED BY:MPJ —ua—ua----uv -Ia---up up up—��°s% - �_ — _- '�Asp aP -- - - __ so �\\ \\1 PROJECT ENGINEER:CGB .--I— GAS GAS GAS----GAS—GAS—c»s---! I r'- Rp- -- '� 40 AAVA V AV DESIGNED BY: MPJ Ro _ --1 RJ &1 I -Ro ---L Ro l RO �JRD \ L 72. r h STA. 1+72.17 W INSTALL 4" & 6" DI SERVICE RISERS, FLANGED OS&Y VALVES & FFE _ 4723 00 THRUST BLOCK. SEE MECHANICALPLANS FOR INFO BEYOND i I�'�0 FIRMA VALVE. I & CANDRACTORI TO SIZE INSIDE BUILDING PRIOR TO F•�I PL4 1 - -`-- :'PLACEMENT OF SERVICE. I A H� A\ FII2E SERVICE PLAN ^ ', HORZ. SCALE: 1"= 20' 'tea w BLDG H C OS&Y VALVE 4730 -. -- --._... 4730 W NOTE: TOP OF FLANGE 1. DEPTH MAINTAIN 2'CLEARANCE BETWEEN PIPE FACE EL 47ter t 0.5 AND OOGATIONHOLEAIFY PRIOR ND EXISTING CONSTRUCTION..-CIF CONFLICT AND INSDE EDGE OF EXTERIOR WALL& 4724.46 ® i' CLEARANCE BETWEEN PIPE FACE & BLDG FINISHED IS FOUND NOTIFY ENGINEER PRIOR TO CONSTRUCTION. --.. _.._ _- _....-._-. INTERIOR WALLS. FLOOR EL. 4723.0 2. V MINIMUM CLEARANCE FROM BOTTOM OF FOOTING PROPOSED GRADE I TO TOP Of FIRE SERVICE WATER PIPE. INSTALL WATER TIGHT---- -- --..--. ._ .... .- _- _.. SLEEVE PER NFPA CODE. 3. INSTALL JOINT RESTRAINTS ON ALL FITTINGS AND EXT'G GRADE 2' 2" CLEARANCE BETWEEN I JOINTS WITHIN 10'-0F FITTINGS. CONCRETE & PIPE- I I 4. VERIFY SERVICE SIZES PRIOR TO CONSTRUCTION II WITH MECHANICAL ENGINEER. 4720 _ _ _ _ _ _ _ _ — 4720 5. BACKFILL AND COMPACT WITH CLEAN NATIVE AT F � � MATERIAL BELOW BASE COURSE. ~ CaB 6. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. 0 FOUNDATION 7. INSTALL V-BIO WRAP AROUND ALL 4" DI FIRE m — SERVICES OR APPROVED EQUAL. NO JOINTS ALLOWED 172 LF ZINC COATED CL 51 6" FIRE SERVICE _ BTWN 90'VERTICAL BEND 8. CLASS i SYSTEM FIRE SERVICE LINE TO BE 165 LF ZINC COATED CL 51 4" DOMESTIC SERVICE -- & OS&Y VALVE INSTALLED. 090 cn co CLASS 1 SYSTEM /a lV 9. DO. NOT EXCEED MANUFACTURERS RECOMMENDED PIPE JOINT DEFLECTION. MAX DEFLECTION 5'. 4710 STA 0+02 STA 1+12.13 4710 P� 6" GATE VALVE 6" 90 BEND � 4" GATE VALVE 4" 90'BEND 6" INV. ;42.43 __... INV. 471246 4.713.94 THRUST BLOCK 4712.38 REQUIRED PER W ^ STA 0+00 STA 1+72.17 DETAIL O N_8'X6" TEE 6" 90'BEND o 8"X4" TEE 4" 90'BEND g 8" INV.i-+?-3Cr INV. 4F15.98 y U 4712.37 ------4715.01 FINISHED GRADE a R� a ae9 FIRE SERVICE 4H'!: ELEV. TOP OF PIPE 4700 = y 4700 M "' N SHEET 0+00 1+00 2+00 PCOURTYARD HOTEL ? 71 FIRE SERVICE FIRE SERVICE PROFILE PROJECT:19-119 HORZ..SCALE: 1" = 20' AS BUILTII DATE:4/9/2021 VERT. SCALE: 1" = 4'