Loading...
HomeMy WebLinkAboutWest Peach Condominiums-As Builts I� N. 3RD AVENUE ROAD IMPROVEMENTS AND WATER MAIN EXTENSION FOR WEST PEACH CONDOMINIUM BOZEMAN, MT AS—BUILTS w Cn MARCH, 2019 SHEET INDEX z Oak St. SHEET NO. DESCRIPTION DATE Oak St. COVER SHEET 03/26/19 COA GENERAL NOTES AND SITE 03/26/19 Birch @o, C3.0 N. 3RD AVENUE ROAD IMPROVEMENTS 03/26/19 r [Hernlock ch St. St. SF C4.0 N. 3RD AVENUE WATER MAIN EXTENSION 03/26/19 rn St. C6.0 DETAILS 03/26/19 N E1.0 LIGHTING PLAN 11/20/18 s PUBLIC CITY Juni er Pa E2.0 LIGHTING PLAN DETAILS 11/20/18 +� PARK a O„ $t. S E3.0 SERVICE PLAN DETAILS 11/20/18 Juniper St. r--I z r E4.0 STREET LIGHT AND POLE DETAILS 11/20/18 0 0 Z Tamarack St. PUBLIC CITY °7rr PR® ECT PARK ❑ u� As en St. � o L®CATI®� Aspen G: ❑❑❑ ❑o ❑ z z ZONING: R6 ❑❑❑❑❑ ❑� [L-a' ZOR5 G: ZOG. o > Oran St. WHITTIER ® —OR3 Q Shor St. o >� 9 ELEMENTARY LLLLLL--- ° o 9Lac °j SCHOOL- 0 a FI S . a � od O. c L > O aS 7� z c� Villa St. ❑ z 2 m` z a Davis St. d • ❑o❑❑ a0 M5-.- �Be ISt. z N ❑�0�0� _ �0L n e St. zO�Cl � �00❑ z ❑ z m0 rn Menden II St. z a0000®0000000000 I co k St. ��V❑ L71❑❑== FBabcock St. `s VICINITY MAP NTS 5 s i p11TAA/� ®`�CHRISC+) St1oESK, x Surveying by: Civil Engineering by-. Street Lighting Design by: �CENB��C?gqq��� z ALPINE SURVEYING & ENGINEERING MADISON ENGINEERING lY1[ARVIN & ASSOCIATES 2075 CHARLOTTE STREET.,SUITE I 89S TECHNOLOGY BLYD, SUITE 203 1300 NORTH TRANSTECH WAY ]BOZEMAN,MT S9718 BOZEMAN,MT 59718 BILLINGS,MT 59102 � (406)586-SS99 (406)S86-0262 (406)665-45S0 A BU=lLT COVER SHEET 2 GENERAL NOTES: WATER 13. IF DIRECTED ON THE DRAWINGS, ALL PLANTER AREAS SHALL BE o O1 1.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANE PUBLIC WORKS BACKFlLLED WITH APPROVED TOP SOIL MINIMUM 6"THICK. STRIPPING I o STANDARDS, MDOT, AND CURRENT CITY OF BOZEMAN MODIFICATIONS. UNLESS 1.WATER MAINS UP TO 12-INCHES SHALL BE CLASS 51 DUCTILE IRON. ALL MATERIALS SHALL NOT BE USED FOR PLANTER BACKFILL,UNLESS ALLOWED o OTHERWISE APPROVED BY THE ENGINEER CONSTRUCTION SHALL BE DONE BETWEEN WATER MAINS SHALL BE THE INSTALLED WITH A MINIMUM 6.5'OF COVER BY THE OWNER. 8:00 A.M.AND 5:00 P.M., MONDAY THROUGH FRIDAY. TO FINISH GRADE UNLESS OTHERWISE NOTED OR DIRECTED_ALL OTHER - m APPURTENANCES AND INSTALLATION TO CONFORM TO MDEQ AND CITY OF 14. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ENGINEER TO 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES BOZEMAN SPECIFICATIONS. - ASSURE COMPACTION TESTING IS COMPLETED IN ACCORDANCE WITH CITY LEGEND z m� WHERE NEW FACILITIES CROSS OR CONNECT. CONTRACTOR SHALL BE RESPONSIBLE STANDARDS. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED. FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTION 2.CITY FORCES TO.OPERATE ALL VALVES,INCLUDING FIRE HYDRANTS, ON o TO MAKE NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING THE WORK. ALL EXISTING AND PROPOSED PUBLIC MAINS. CONTRACTOR SHALL NOTIFY THE 4770- INDEX CONTOUR • FOUND MONUMENT AS NOTED UTILITY CROSSINGS SHALL BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR CITY WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO REQUIRING CURBS&SIDEWALKS BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OR ALIGNMENT CONFLICTS. THE OPERATION OF VALVES. ---4771--- CONTOUR MINOR (1' INTERVALS) Q SEWER MANHOLE w 6-INCHES UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS PROPERTY LINE WATER VALVE . , --• pd 3. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS,AND TRAFFIC 1 z 3.2"MINIMUM ORIFICE REQUIRED FOR FLUSHING. NOMINAL CURB EXPOSURE SHALL BE FOR ALL CURBING. a CONES PER MDOT REQUIREMENTS IN ACCORDANCE WITH THE MUTCD (INCLUDING --• ROAD RIGHT-OF-WAY FIRE HYDRANT � MONTANE AMENDMENTS). ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. 4.INSTALL JOINT RESTRAINTS ON ALL PIPE JOINTS AND FITTINGS AS SPECIFIED 2.CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS AND SIGNAGE IN - - - - ADJOINING PROPERTY POWER POLE N z IN THE DRAWINGS. ACCORDANCE WITH CURRENT ADA AND LOCAL REQUIRMENTS. - - - - EASEMENT LINE ITI CABLE PEDESTAL o 4. AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION,THE CONTRACTOR SHALL,ACCORDING TO MCA 69-4-501, NOTIFY ALL 5.ALL CROSSES,TEES, VALVES, AND BENDS SHALL BE MECHANICAL JOINTS 3.SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES THICK. ALL SIDEWALKS FENCE 0STORMDRAIN MANHOLE >_ OWNERS OF UNDERGROUND FACILITIES AND COORDINATE THE WORK WITH THE OWNERS NTHMEGA-LUG.OF SUCH UNDERGROUND FACILITIES.THE INFORMATION SHOWN OR INDICATED IN THE SHALL BE CONSTRUCTED USING 4,000 PSI CONCRETE. W WATER MAIN ED CURB INLET <J . CONTRACT DOCUMENTS WITH RESPECT TO EXISTING UNDERGROUND FACILITIES IS BASED GRADING. PAVING&DRAINAGE -S - SEWER MAIN ® TELEPHONE PEDESTAL - m 4.CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ENGINEER TO ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF THE FACILITIES WITHOUT I ASSURE CONCRETE TESTING IS COMPLETED IN ACCORDANCE WITH CITY 50 STORM DRAIN - 4 FIELD EXPLORATION,AND E SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR 1.UNLESS OTHERWISE NOTED,ALL GRADING,ROCKING AND PAVING SHALL STANDARDS. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED. TREE DECIDUOUS THE ACCURACY OR COMPLETENESS OF SUCH.INFORMATION OR DATA CONFORM TO MOOT AND MONTANA PUBLIC WORKS STANDARD OP OVERHEAD POWER S. BACKFILL MATERIAL UNDER IMPROVED AREAS SHALL BE PLACED IN 8 TO 12-INCH SPECIFICATIONS, MOST CURRENT ADOPTED EDITION,WITH CITY OF BOZEMAN INSPECTION. TESTING&CERTIFICATION NOTES: TEL OVERHEAD TELEPHONE LIFTS AND COMPACTED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. MODIFICATIONS. UNDERGROUND GAS LINE z 6. CONTRACTORS SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED 2.CONTRACTOR SHALL PREPARE AND PROCURE A DEQ STORM WATER 1.CONTRACTOR SHALL NOTIFY CITY N PUBLIC WORKS OFFICE AND - DESIGN ENGINEER A MINIMUM OF 244 HOURS (1 BUSINESS DAY)PRIOR TO ROAD CENTERLINE FOR TESTING ALL UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION WATERPOLLUTION ANAPREVENTION P PLAN(SWPPP)AND CITY OF BOZEMAN STORM START OF CONSTRUCTION. - TOP BACK OF CURB SPECIFICATIONS. COST OF ALL TESTING SHALL BE BORNE BY THE CONTRACTOR. WATER MANAGEMENT PERMIT. INSPECTOR SHALL BE ON SITE TO WITNESS ALL TESTING. CONTRACTOR SHALL NOTIFY 2 COMPACTION TESTING OF SUBGRADE. BASE COURSE AND ASPHALT EDGE OF PAVEMENT T . A/vq INSPECTOR AND CITY OF BOZEMAN ENGINEERING DEPARTMENT A MINIMUM OF 24 3.CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION REQUIRED FOR ALL LIFTS: CONTRACTOR SHALL PROVIDE ACCESS TO EDGE OF GRAVEL HOURS (1 BUSINESS DAY) PRIOR TO TESTING. ACTIVITIES TO INSURE THAT PUBLIC AND PRIVATE STREETS AND PARKING INSPECTOR TO COMPLETE THE COMPACTION TESTS. * CHFIS G. LOTS ARE KEPT CLEAN OF MUD,DUST OR DEBRIS. DUST ABATEMENT CONCRETE PAD/SIDEWALK Cuo 7. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT JN AN OPEN CONDITION., SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE BY THE - v OVERNIGHT. ALL SUCH TRENCHES SHALL BE PLATED OR BACKFILLED, COMPACTED AND CONTRACTOR TO SUBSTANTIALLY LIMIT DUST FROM THE CONSTRUCTION SITE. 3.CONTRACTOR SHALL NOTIFY DESIGN ENGINEER A MINIMUM OF 24 HOURS "°.i sre P CLOSED BEFORE THE END OF EACH WORK DAY AND NORMAL TRAFFIC FLOWS UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW CONSTRUCTION (1 BUSINESS DAY)PRIOR TO THE REQUIRED INSPECTIONS. . RESTORED. DEBRIS,MUD OR GRAVELS TO BE LEFT ON THE STREETS OVER NIGHT. Sg lAs�o Ary 8.ALL ROAD CLOSURES SHALL BE COMMUNICATED THROUGH THE POLICE DEPARTMENT, 4.CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO COMPLETE COMPACTION TESTING. RECORDS DIVISION WITH A MINIMUM OF 24 HOUR ADVANCE NOTICE WITH THE 4.CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL CONTRACTOR SHALL NOT COVER ANY LIFT PRIOR TO COMPACTION TESTING FOLLOWING INFORMATION: SURFACE VEGETATION, TREES, STUMPS, BRUSH, ROOTS,ETC. STRIP WORK EXACT LOCATION: ADDRESS IF APPLICABLE OTHERWISE STREET NAME AND START LIMITS,REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED BY INSPECTOR. LIFTS NOT TESTED WILL NOT BE CERTIFIED BY THE DESIGN DRAWN BY:TDS ENGINEER OR ACCEPTED BY THE CITY. AND END LIMITS. INTO A STABLE MASS. ALL BRUSH AND DEBRIS ASSOCIATED WITH TYPE OF WORK: IE.TRENCHING, PAVEMENT SAWCUT. CLEARING, STRIPPING OR GRADING SHALL BE REMOVED AND DISPOSED OF REVIEWED BY:CGB S START DATE AND TIME AND ANTICIPATED CLOSURE DURATION. OFF-SITE. .INSTALLATION WATER MAINS SHALL BE INSPECTED AND CERTIFIED PROJECT ENGINEER:CGB THE DESIGN ENGINEER. FNEER. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR 9.ALL PAVEMENT CUTS SHALL BE DONE IN SUCH A MANNER WHICH WILL RESULT IN A ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO COMPLETE THE CLEAN SQUARE EDGE BY SAW. THE TOP 12-INCHES OF THE EXCAVATED AREA WITHIN 5.FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED PER REQUIRED INSPECTION. SCALE DESIGNED BY: TDS THE STREET SHALL BE FILLED WITH ROAD MIX AND COMPACTED. GEOTECHNICAL REPORT SPECIFICATIONS IF NO REPORT IS AVAILABLE SUBGRADE SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY 6.NO PIPE,VALVES, BENDS, ETC. SHALL BE BURIED PRIOR TO INSPECTION BY o10 +o . 10. PRIOR TO PAVING CONTRACTOR SHALL SCHEDULE A PRE-PAVING WALK THRU WITH AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT DESIGN ENGINEER. THE CITY, MOOT,AND DESIGN ENGINEER. GENERAL CONTRACTOR AND PAVING PER ASTM D-698 TEST METHOD(STANDARD PROCTOR). CONTRACTOR SHALL ALSO BE PRESENT. 7.PRESSURE, VELOCITY FLUSH,AND BAC-T TESTS ARE REQUIRED FOR THE Iinch= 20 feet 6.SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE WATER MAIN AND FIRE SERVICES. ALL TESTS SHALL BE PERFORMED BY PIPE BEDDING AND BACKFILL OVER-EXCAVATED AND REPLACED WITH STRUCTURAL FILL SUBGRADE THE CONTRACTOR AND WITNESSED BY THE DESIGN ENGINEER. CITY OF 1. ALL PIPES SHALL BE BEDDED WITH MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND MUST BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE BOZEMAN SHALL OPERATE THE VALVES. DATUM BACKFILL WITH THE SAME MATERIAL A MINIMUM OF 6-INCHES OVER THE TOP OF THE PRIOR TO PLACING EMBANKMENTS,-ENGINEERED FILLS OR FINE GRADING FOR CITY OF BOZEMAN DATUM PIPE PER CITY OF BOZEMAN STANDARD DETAIL 02221-1. BASE ROCK. B.CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES RELATIVE TO BM 197 REQUIRED FOR TESTING ALL UTILITY PIPING IN ACCORDANCE WITH CITY 2. CONTRACTOR SHALL PROVIDE ALL MATERIALS,EQUIPMENT AND FACILITIES REQUIRED CONSTRUCTION SPECIFICATIONS. COST OF ALL INITIAL AND RETESTING FOR TESTING-ALL UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION 7.ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES SHALL BE BORNE BY THE CONTRACTOR. - -'-��� ti f 1 ++ I- o SPECIFICATIONS. COST OF ALL INITIAL AND RETESTING SHALL BE BORNE BY THE IN DEPTH WHICH ARE LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY, } - I FIVE PLEX �q BUILDING PADS,PARKING LOTS OR OTHER AREAS TO BE IMPROVED. 315 WEST PEACI3 L r I CONTRACTOR. ENGINEERED FILLS SHALL BE CONSTRUCTED IN LIFTS No GREATER THAN p „< I FOUR PLEX 0 II 8-INCHES OVER APPROVED SUBGRADE. EACH LIFT SHALL BE COMPACTED 3..ALL LANDSCAPING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/REPAIRED PER GEOTECHNCIAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE 3@T WEST PEACH TO PRE-CONSTRUCTION QUALITY EACH LIFT SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY TRAFFIC CONTROL: AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT Ll f I I , 'VS ° 5 F FS PER ASTM D-698 TEST METHOD(STANDARD PROCTOR). to 55 /4O 1. CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TRAFFIC CONTROL DESIGN WS WS k+M Z TO CITY, MOOT, AND ENGINEER PRIOR TO PRE-CONSTRUCTION CONFERENCE. A COPY B.SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE O d ':� I I JS� 5. I ® OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE PROVIDED TO THE DESIGN REQUIREMENTS OF SECTION 02234 SUB BASE COURSE)AND SECTION �I- �1 ENGINEER. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, 02235(CRUSHED BASE COURSE)MONTANA PUBLIC WORKS STANDARD "M .AND TRAFFIC CONES PER APPROVED CITY AND MDT REQUIREMENTS IN ACCORDANCE SPECIFICATIONS(MPWSS). COMPACT SUB BASE AND CRUSHED BASE ROCK � 1� WITH THE MUTCD. TRAFFIC SHALL BE DIRECTED IN ACCORDANCE WITH THE MDT PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE N e --- �iii1 �1 FLAGGERS HANDBOOK. CONTRACTOR SHALL REFERENCE THE MDT TRAFFIC CONTROL. COMPACT TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 e u u ❑ AND PROTECTION STANDARD DETAIL DRAWINGS IN DEVELOPMENT OF THE TRAFFIC PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 .. �! 1. y CONTROL PLAN. ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE TEST METHOD STANDARD PROCTOR). 4 I I I Q'o-? PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN THE RIGHT OF WAY. ( ) - o I -- ^ A� Ll EXISTING UTILITY NOTES: �. 9.A.C. PAVEMENT SHALL CONFORM TO SECTION 02510(ASPHALT CONCRETE � ` I (- PAVEMENT)MPWSS FOR TYPE B-MIX. A.C. PAVEMENT SHALL BE LrT� 8" DI WATER MAIN 1.EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED COMPACTED PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS o u EXTENSION ❑ ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER AVAILABLE COMPACTA.C.PAVEMENT TO A MINIMUM OF 92%OF THE - a S sa I ( I DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY. 4 (WATER,POWER, GAS,STORM, SEWER,TELEPHONE&TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR 10. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL o I FOUR PLEX _ _ FOUR PLEX TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR - $ j 305 WEST PEACH 307 WEST PEACH I LINES SHOWN. m - I nm9 �1 DILL L7:1- r J 2.EXISTING UTILITY DEPTHS ARE BASED ON BEST AVAILABLE KNOWLEDGE,CONTRACTOR _ lyu� u TO VERIFY DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF CONFLICTS EXIST CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFLICT WITHOUT 11. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS,MONUMENTS, CREATING DELAY IN CONSTRUCTION. - GAS VALVES, WATER VALVES AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT,SIDEWALK, OR LANDSCAPED AREA WHEREIN THEY LIE. os 12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL SLOPES �;,: I ❑u I SHALL BE CONSTRUCTED STEEPER THAN 4H:1V. O I BENCBMARK 1 BOLTARROW BOLT 4764.66' 4'•`•t 1 N EXi'G CONTOUR (7a ROW LINE q4q In F F }®-may, A ILA H E eeV� o J -W w -W w w w w +W w o+oo 1+io N.3RD AVE �d � 2+0o O � m - _ 0u 8" DI WATER MAIN EXT'G EOP 2+71 _ I N EXTENSION W I i - o m SAWCUT AND START ' NEW PAVEMENT- am am NEW CURB AND G UTiER p SHEET ROW LINECo.I PROPERTY LINE -` WEST PEACH CONDO 75 NOTES&SITE OVERALL SITE PLAN � o PROJECT: 17-147 NOT TO SCALE rAS BUILT 5 DATE: MARCH 2O19 1 .U\ nr I FOUR PLEXJ-Hi � EXT'G CURB INLET APPROX. 27' BEGIN NEW CURB AND GUTTER. �� ,f w I I _SAWCUT END OF EXT'G CURB AS i 307 WEST PEA I I WATER MAIN EXTENSION rn DOWN-GRADIENT (WEST) OF HYDRANT I �/ ¢ o REQ'D FOR CLEAN CONNECTION o� ^ PROPERiI' LINE SEE DRAWING C4.0 i TBC 4762.54 ,\ (o !- STA 0+18.27, 32.39' LT o I - TBC 4762.84f 1 4759' STA. 1+07.01, 17.5' EXT'G CONTOUR STA. 1+97.49, 17.5 LT & RT Q SAWCUT EXT'G EDGE OFR15'\i� DRIVE APPROACH. - ' TBC 4761 71 1 PAVEMENT. TIE NEWSAWCUT EXT'G SDWK AND MID-RADIUS TBC SEE DETAIL 1/C6.0 - END OF CURB & GUTTER PAVEMENT INTO EXISTINGSCALEBEGIN NEW SDWK. REMOVE I RHIGH POINT I ELECTRICALEXT'G ADA RAMP STA 0+33.27, 17.5' LT EXT'G EDGEOF � PULL BOX & L PT TBC 4762.84 I PAVEMENT CONDUIT (SEE TAPER TO MATCH © EXT'G 5" o 'o 4nll STREET LIGHT (SEE III ' - SHEETS El 3) EXT'G ASPHALT (BOTH DEEP DITCH li-h= 20f-t m SAWCUT EXT'G PAVEMENT AND I I _ .;SHEETS E1-4) 3 <:�.. 5' WIDE SIDEWALK SIDES). SEE NOTE 2. BEGIN NEW PAVEMENT I+ 60- DATUM z RELOCATE EXT'G FINISHED CONTOUR - -47 I C REMOVE EXT'G / STOP SIGN _ - _ ___ _ CITY OF BOZEMAN DATUM .CURBING ,CURB AND GUTTER-W W i W - -W W RELATIVE TO BM 197 .o 4762.S - - 4761- - -- _ - 4j67 t60.65 0 o PEACH ST. & 3RD AVE. 0+00 \ 1+00 N.3RIDAVE 4762.0 0 2+00 73.0`TAPER -4j 0 r �R 73.25' CROWN TRANSITION - 67,. EXT'G EDGE OF ¢r CL-CL INTERSECTION �s I - F III ,p STA. 0+16.3 TO 0+88.5- -4762_ STA 1+03.29, 17.5 RT m PAVEMENT m CONSTRUCT ADA RAMP. I p - 'DROP CURB. r t61.06 SEE DETAIL 2/C6.0 (2 TYP.) �. 6'y' STA 0+33.27, 17.5' RT EXYG GRAVEL m 2+71 �. a II l PT TBC 4762.74 / PAD 4761-`5 - a m 00 ( i/ - _ - t60.88 NOTE: O � R75' - - CONSTRUCT DRIVE - o P. STA 0+86.53,..17.5'.RT - APPROACH. SEE - _ - 1. REMOVE EMIRE EXISTING PAVEMENT AND BASE CONSTRUCT Z N (� GRADE BREAK TBC 4762.45 r ter, ,,aY\ ' - - - - -�- - - -4761- - OP x- OP P 1 _DETAIL 3/C6.0 �} ryL w , X`O op p 4" - NEW ROAD SECTION PER DETAIL 2/G3.0. y F A PROPERTY LINE 4762 cT.E<xre��x,+,+ik,� r�,� s�,,�" - CONSTRUCT GRAVEL APPROACH r -'t = y Yi ® 2. TAPER LENGTH CALCULATED FROM ..MAN D.I' IV.EJ. STA. Ot19.90, 32.62' RT �; ;y - J _�I Yw�, VYt, I A d TO TIE EXT'G GRAVEL [SPEED LIMIT=25MPH, WIDTH OF.OFFSET=7Ff] ONTqy PC TBC 4763.04 6 r, t �` A J APPROACH TO NEW PAVEMENT. EXT'G GRAVEL .r.-.a•r' `I G - -MAINTAIN EXT'G DRAINAGE REMOVE EXT'G N ` EXT'G EDGE OF 10 � DRIVEWAY �1 CHRIS G CURBING / EXT'G EXT'G SIDEWALK PAVEMENT ^� R.O.W. LINE 4�62- PATTERNS (TYP.) III pLgNTFR EXT'G FENCE SIDEWALK R e' 25 PE BEGIN NEW CURB AND GUTTER. - Rsc Np SAWCUT END OF EXT'G CURB AS I EXT'G PLANTER STA. 1+92.49, 17.5.RT& LT EXYG FENCE EXT'G ASPHALT REQ'D FOR OF EX`G CUR AS SAWCUT EXT'G SDWK AND DRIVEWAY TBC 4761.LL 'v BEGIN NEW SDWK. REMOVE BEGIN TRANSITION FROM FULL EXT'G ASPHALT STA 0+20.01. 47.09' RT EXT'G ADA RAMP - DRIVEWAY -TBC 4763.12f I - CURB PROFILE TO NO LIP CURB: DRAWN BY:TDS EXT'G SIDEWALK TO REMAIN NORTH 3RD AVENUE PLAN REVIEWED BY:CGB EXT'G CURB HORZ. SCALE: 1" = 20' PROJECT ENGINEER:CGB BEGIN NEW CURB - DESIGNED BY: TDS PC IN W. PEACH - MID-RADIUS POINT - SEE SITE GRADING TBC GRADE BREAK.4762.99 PLAN FOR VERTICAL END OF CURB 4766 DESIGN GRADES 4766 PROPOSED BEGIN 5' CURB PT WEST TBC TRANSITION4764 4764 1.25x 1.25% 0.69% 24' DRIVE _ - APPROACH"'� - J 0.69% - - 4762 � � � 4762 4760 EXT'G ELEV. EXT'G GROUND 4760 24" zPROPOSED .5" ' ELEV. ® WEST TBC p•.f 4758 4758 N N O "J t0 NTOPSOIL 4" T(TMP>L° 3"R 4"R 4'S" PROPOSED ASPHALT GRADESCH L NOTES: kd a n� _III a _ 3/4"TO V SLOPE _ s� ® _ III III 1.5" 1. CONCRETE SHALL BE CLASS M-4000. (tea 0�/ 0+00 1+00 12 I � - d a ° - - .,. a V 2. SUBGRADE OR BASE COURSE COMPACTION SHALL a ®Pl 4 W 6 CONFORM TO SECTION 02234_(M.P.W. SPECS.,) NORTH 3RD AVENUE WEST TBC PROFILE o 1 a SPILL CURB a N 9' 3. CRUSHED BASE SHALL MEET THE REQUIREMENTS IDF HORZ. SCALE: 1" = 20' - =III as ° .a z III ^ _ SECTION 02235 (MPW SPECS,) � �-a VERT. SCALE: 1" = 4' -II III�II � -„ ' O°OHO O O O O O"O"0"0"0 0 0808080 O O 4. CONTRACTION JOINTS SHALL BE PLACED AT 10' v41 z O O O O O O O O O O O CRUSHED GRAVEL INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4" 1A�� O O O O O O O O O O O O O O O A4124 STA.. 2+70.76 00000004000000000000000000000 BASE - 3" MIN. AND MINIMUM WIDTH OF 1/8". STA OF CROWN PROPOSED NEW ND OF NEW ROAD n � END OF CROWN CENTERLINE 5. 1/2" EXPANSION JOINT MATERIAL SHALL BE TRANSITION SECTION SUB-BASE COURSE PLACED AT ALL P.C.S, P.T.S, CURB RETURNS AND AT 4766 4766 STA 1+9749 AS REQUIRED NOT MORE THAN 300' INTERVALS. THE EXPANSION END OF CURB RT & LT - - MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF 4764 73.25' CROWN TRANSITION 4764 II I, dli III II T-11-. THE CURB AND GUTTER. 0.89% SLOPE 0:69% =T1 III III [1 m III III 1i111-1IUII=J„II III III=III=1 li-,II II: II�iJLliillllll�ll III li - -ITT=III 4762 - - - - - - 1.07 .4762 COMPACTED SUBGRADE STA. 0+16.32 - - - - - - - - 4760 SAWCUT CONNECTION 4760 , TO EXT"G PAVEMENT EXISTING GROUND ® �E7C�I]L NEW CENTERLINE a•0 INTEGRAL CONCRETE CURB&GUTTER 4758 4758 C.O.B. STD. DETAIL NO. 02528-1 - cq 00N SOD O NO T� 0+00 1+00 2+00 1 W �-. 60' ROW � NORTH 3RD AVENUE CENTERLINE PROFILE 1 5' WALK 6.5' BLVD 35' BACK TO BACK CURB 11.5 -!o A $; N HORZ. SCALE: 1" = 20' 3j 5.75' 5.75'----+� t4 E. VERT. SCALE 1" = 4' �_ FILL EXT'G ROADSIDE SWALE. DEPTH OF m cl�- - T 10 10' T FILL VARIES. UPPERMOST 6 INCH LIFT o-� � , ^ 1 ' 1� �� 1, PARKING DRIVING DRIVING PARKING OF FILL SHALL BE TOPSOIL AND SEEDED. O4` G a, A I� BEGIN NEW CURB I r '4 0 IN W. PEACH STA 0+88.53 0.5 .5 9" APPROXIMATION OF EXT'G GRADE 9 W GRADE BREAK END OF CURB 9" - ° o N 4766 4766 1 2.0% 2.0% 3.00% 3 00% 2.0% -6_ PC pT PROPOSED BEGIN 5' CURB - -~ _ ® 4764 /957 CQ EAST TB TRANSITION C 17.5' DRIVE - - MATCH EXT'G � `�� ��-U' '�,� �,`�-(��-� -" b CURB & GUTTER (TYP.) GRADE AT 4764 APPROACH ///// // /'i/ / /i \/ �/ PROPERTY LINE 0.699" 4762 - - _ - 4762 3" ASPHALTIC CONCRETE \\\ \\ \\\\\� \\ \ \ (TYP.) r ��01 a000 EXT'G GROUND COMPACTED SUBGRADE (TYP.) 0 EAST TBC 4760 4760 6" OF 1" MINUS CRUSHED oo No o GRAVEL BASE COURSE - WOVEN GEOTEXTILE FABRIC (MIRAFI 50OX OR SHEET EQUASUBGRADE IS STABLE. ENGINEER S14ALLR T DETERMINE 9" SUB-BASE COURSE ��"®WITNESS ALL TESTING. (6" MINUS PITRUN GRAVEL) 2 DEEM ^ 0+00 1+00 0.0 TYPICAL"LOCAL"STREET SECTION ^ T PEACH CONDO NTS ROADWAY NORTH 3RD AVENUE EAST TBC PROFILE �T ° o PROJECT: 17-147 HORZ. SCALE: 1" =20' �S ��l��J� DATE: MARCH 2019 i VERT. SCALE: 1" = 4' NOTES: m w 1. POT HOLE AND VERIFY EXISTING WATER MAIN 4. BACKFILL & COMPACT TRENCH PER CITY OF o N o DEPTH AND LOCATION PRIOR TO CONSTRUCTION. BOZEMAN STANDARDS WITH CLEAN NATIVE o NOTIFY ENGINEER BEFORE PROCEEDING IF BACKFILL. 0 0 DISCREPANCY OR CONFLICT IS FOUND. 5. MAX DEFLECTION 8" DUCTILE IRON PIPE 5' PER m SCALE 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FULL LENGTH PIPE. z ¢ FITTINGS WITHIN 10' OF FITTINGS, OR AS WATER SERVICES FIRE SERVICES SCALE w a m m a SPECIFIED ON PLANS, EXCEPT.FOR DEAD ENDS 6. CONTRACTOR TO PROCURE STREET CUT AND STATION SIZE LF L/R o LINES. STREET CLOSURE PERMIT PER C.O.B. STDS. 1+30.50 1.5" WATER SERVICE 37 L o m l inch= 20 feet 3. INSTALL JOINT RESTRAINTS ON ALL JOINTS & 1+32.00 2" FIRE 36 R NOTE: DATUM FITTINGS WITHIN 20' OF 8" DEAD ENDS. 1+32.00 2" FIRE 38 L 1.5- TYPE R KS COPIPER,CES ARE luuL= 20 feet .CITY OF BOZEMAN DATUM 1+33.85 1.5" WATER SERVICE 39 R UNLESS OTHERWISE NOTED. 3 RELATIVE TO BM 197 1+3 1.5" WATER SERVICE 42 R DATUM � 1+38..35 2" FIRE 39 R z 1+38.35 2" FIRE 38 L CITY OF BOZEMAN DATUM 0 w RELATIVE TO BM 197 0 1+39.85 1.5" WATER SERVICE 35 L rn 0 U U UG-TELE a a F 1_7 its C��� q a. �� .. SEE ACCESS ROAD7�7 - z N Ni a S PLAN VIEW f 3 o - -� t_ PROPOSED 1.5" COPPER .0 ' so = o FOUR PLEX _ I `'��.•`':• WATER SERVICE"- ' . WATER SERVICE COPPER ! - j 305 WEST CH I� - 1�- - - IN - - / E41112" COPPER �- �I PROPOSED�91-62" COPPER '1 - AT 1 y J _FIRE SERVICE j)_ o .FIRE SERVICE L ��j CHPoS 0. FOUR PLEX rl _II a oc STA 0+00.00 L 307 WEST PEACH �J FOUR PLEX a azs ae STA 0+00 00 POT HOLE AND VERIFY FPJEPLEX ° �, 307 WEST PEACH F tiQ_ -I ) � !"` ' '. - CONNECT TO FUTURE s H ao AND LOCATION. IF LESS THAN o �I `v IIH.___^ ,-1 it 8" DI WATER MAIN EXISTING WATER MAIN DEPTH 315WESTEACH N V 6.5 OF COVER CONTACT STA 1+43.84 I 1 STA 1+32.00 8" GATE VALVE 114 ENGINEER PRIOR TO I &»! _ L ___ W J, - CC-- - CAP & BLOWOFF ASSEMBLY LY -\ i _ ""�-„T=-o.,� STA 0+27.05 ;� DRAWN BY: EWR a CONSTRUCTION. 4" S.S. SERVICE CROSSING 3 Q REVIEWED BY:CGB a - SAWCUT AND REMOVE EXT'G ASPHALT AND ss ss I (Yi W W +-W -W -WI PROJECT ENGINEER:CGB CURB: BACKFILL WITH NON-SHRINK LEAN 1+52 1+00 ti 0 0 U M CONCRETE. REPLACE PAVEMENT AND CURB L T 2" FIRE CES 5 1. �_TO MATCHJEOXTG THICKNESS. TACK COAT AND, - _•- '-IXT'G EDGE OF 2+06- - - STA 1+38.35 -, 1NSTAADDLES OFFSET WASTA 0+19.O --� Z DESIGNED BY: EWR PAVEMENT o ® 3 b - - _ _ _ _ - - - - RE PER CfIY 8" GATE VALVE N o 0+00 III .:: Ct - w I�� �.� REVIEW. I W -W -W --���1+0 W W W W �2" COPPER S A �- STA 1+98.38 PROPOSED B�� N PROPOSEDT9� 2" COPPER J/ CAP & BLOWOFF 11 FIRE SERVICE I FIRE SERVICE_ 3 a STFOURPLEX A 0+98.09 STA 1+90. 6�- ASSEMBLY W 5 --� PROPOSED 1.5" COPPER 305 WEST EACH 0 8"X8" TEE 1/4 BEND COUPLI PROPOSED TER COPPER WATER N. SERVICE`__`- �.;��,,, _yyA�R SERVICE 3RD AVE. r' - K� STA O+OO.DO rn T FOUR PLEX � k CONNECT TO EXT'G c 311 WEST PEACH 6" WATER MAIN - - - o /.HOT TAP EXT'G MAIN r20N 6"X6"TAPPING TEE. --- - - - - - - �' 6" GATE VALVE d0 _ d0 d0 d0 - 3 do do moo- -d2 - do _ _ do ,III 8"X6" REDUCER � & THRUST BLOCKLl C) U W 4t� GASKET RESTRAINT ' G>a NORTH 3RD AVENUE PLAN INSTALLED AT o+ss, SITE ACCESS ROAD PLAN N HORZ. SCALE: 1" = 20' 1+68 & 1+86 HORZ. SCALE: 1" = 20' U �! 4770 4770 4770 4770 0+27.05 EXISTING ROAD FINISHED GROUND - MAINTAINS18" SE ERATIONG SURFACE INV. 4757.70 EXISTING GROUND FINISHED GRADE PP qq 4760 4760 4760 STA 1+38.35 _ 4760 6� STA 0+98.09 STA 1+98.38 - �i eo 8"XS" TEE (LT) 6.5 MIN CAP & BLOWOFF ASSEMBLY INV."4782.8 1 STA 0+00.00- ±INV. 2" FIRE SERVICES _ 0+00.00 COVER ±INV. �753 4753.28 & SADDLES 6.5' MIN 8"X8"TEE HOT TAP EXT'G 2"THICK INSULATION 4753.68 4753.58 STA 1+32.00 INSTALLED. OFFSET Oro F COVER INV. 753.68 1� 6" WATER MAIN. INSTALLED FOR 40 LFE4RB58 18" PER CITY 6"X6" TAPPING TEE. 4753.68 6" GATE VALVE. 8" DI CLASS 51 WATER MAIN L= ±191LF INV.�1353-i3 REVIEW. n 8"X6" REDUCER 8" DI CLASS 51 WATER MAIN L= ±144LF > in THRUST BLOCK b E� Ale ±INV. 4�8 4756.69 (ASSUMED DEPTH) FINISHED GROUND ELEVATION .. DEFLECT PIPE ® .FINISHED GROUND ELEVATION STA 1+43.84 0+19.02 NEAREST JOINT WATER MAIN INVERT ELEVATION CAP & BLOWOFF ASSEMBLY WATER MAIN INVERT ELEVATION 8" GATE VALVE o (y]TOP INV. "-�3� o TOP INV. ., d 4750 4750 ,} 4T4753.35 4753.75 4750 � v NO 'd' o t7 1� h r 100 m a vI'D v Ip a s : my rT_Ftn ®tn STA 1+90.86L b F4 0+00 1+00 INSTALL TAPPED BLIND FLANGE 2+00 2+10 1+60 1+00 0+00 - 'n WITH 2" ORIFICE, FLANGED END m ADAPTOR AND CORP STOP. 5 1/4 BEND COUPLING i ±INV. q;E53.46 i 4753.38 SHEET NORTH 3RD AVENUE PROFILE SITE ACCESS ROAD PROFILE HORZ. SCALE: 1" = 20' HORZ. SCALE: 1" = 20' C4,0 VERT. SCALE: 1" = 4' VERT. SCALE: 1" = 4' WIEST PEACH CONDO WATER MAIN �T PROJECT: 17-147 rAS B�i.l I:Q < DATE: MARCH 2O19 i w� � A ADA SIDEWALK RAMP (TYP.) I 5' SIDEWALK R = 15' N 5' SIDEWALK 5' SIDEWALK } DETECTABLE 6" THICK M-4000 ouae of R m 4" THICK WARNING PAD (TYP.) CONCRETE 4" THICK A'as z rn o , H --- - APPROX. 17.1' a w B o " DOWEL W¢N 24-NO.S �• IXPANSION 1 01') APPROX. EXT'G 1:1 1:12 - {III M� o"o •o a REBAR 3 1 6ACK d01N15 e.o.o I o a l L�.II MAX( OF CURB,3�CIFAR • '°C ELEVATION _v � EXTENT OF �W� �C / vo{ EXT'G GRAVEL DRIVEWAY o A �MntL ,�"• A,' . -,` RE-GRADING 5IDX5... . •, : .( 5•••••910EWALIEI 5'9DEWAL(11YPJ /lJ G N IY" �f raAx.. t476 „r-( 1' L=-. 7.nn. f4762.3 -IAN�IN a.a _ Z 5' TRANSITION FROM DRIVEWAY APRON vi '24b)Ll � '•-a O O O o 0 FULL CURB PROFILE TO DROP CURB `�! 6" THICK M-4000 CONCRETE SCALE. f" =5' ` ••• :• • o r 5` __5' •••• ••••• RE-GRADE GRAVEL APPROACH --- ----------- ------------- D BACK APPROX. 5' BEYOND o PROPERTY LINE w m C P PROPERTY LINE TO MAINTAIN _ I 24 DROP CURB - POSITIVE DRAINAGE TOWARD ADD 1-1/2" MINUS CRUSHED B•THIEK NEW APPROACH ROCK OVER COMPACTED CONCRETE S IF E A 0 SUBGRADE TO EXTEND CURB AND GUTTER RALIPS TO BE CONSTRUCTED WITH DEIFS:TABLE n��FxRANSIox Flow Ile N SIDEWALK �n DRIVEWAY TO SIDEWALK. p WPRNING SURFACES COMPLYING WITH ADMG Iy = Z N SEE DETAIL 1 -.3.0 COVERING THE ENTIRE WIDTH OF THE RAMPS.' 1 6" THICK M-4000 CONCRETE DEPTH 6" MIN. EDGE OF ASPHALT / ONE CORNER OF THE DETECT.B WARNING M St BE J� WRHIN B OF GUIER FLOVI LINE;NO OTHER P M4Y BE MMOOR°ENT 5°FROM THE OW UNE'�NING STORM DRAIN INLEr (1YPICAL LOCATON) RRNFORCE CONCRETE IN RAMPS WNH NT N FIBERMESH"AT A RATE IF 1 1/2 Iba./C.Y.- - 6.5' DRIVEWAY OR WITM B ,10 OMIGE WIRE MESH 12^ 5'-O" 12" 5' TRANSITION FROM DRIVEWAY APRON �n [5' SIDEWALK TOP OF CURB FULL CURB PROFILE 6" THICK M-4000 CONCRETE m cxRls c. APRON TRANsmoN To MoRNAL SIOEWPlI( L TO DROP CURB\ N>B1° PE i ELEVARON. DISTANCE VAR0:5. 6• 9.5" DROP CURB - ""- 5-W LINE -__ 5'SIDEW;: sDEWALII 66^ NO LIP • xsl` VAR IANDIN 0NA A SECTION B N IEs SEC B 175' DROP CURB - - - NO LIP �gr 9 5" a xrx NO SCALEa0o T6" CONCRETE 6" - _ A 3" GRAVEL BASE (TYP.) RAMP = ';'' • CURB AND GUTTER DRAWN BY:TDS 6" a"� zow/uxuxn cm SEE DETAIL 1/C3.0 REVIEWED BY:COB �NC 6" 6"COPREIE 3"G EL BASE(TYP.) EDGE OF ASPHALT PROJECT ENGINEER:COB SECTION A-A SECTION A-A \` NO SCALE DESIGNED BY: TDS NO SCAM 6.5' DRIVEWAY SIDEWALK APRON SECTION C-C ss" _ DROP CURB DETAIL CONSTRUCTION NOTES: NO SCALE —6" _ _ �O2 Stondonl pplies to w conaWMion, ,N ax.curC R=15%and min.5S'boulevards: LOWERED SIDEWALK APPROACH 2. Ramp a d orb ,be poured ru imly. NTS 3. Storm tlmin inlets sholl be wnsWctrd°upstream"of romps. Altema6ve lomtlons pemJttetl aNy upon City Erginevs approval. A C Ramp width shall be 5'm'. o T 5. Sidewalk cross-slopes shall°of exceed 2%. T 6"aCONCRETEa a 6" 2 DETAIL 3" GRAVEL BASE (TYP.) RAMP PEDESTRIAN RAMP SECTION A-A C.O.B. STD. DWG. NO. 02529-8 NO SCALE b F-1 3'�DETAIL c o APPROACH FOR EXISTING DRIVEWAY(E.SIDE OF N.3RD AVE.) v 5ti NTs E STA.1+03.29 B NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT ®p M l �bL SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" FROM THE STEEL POST MARKER ,I N' qlA EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' FROM PAINTED BLUE � ��v � EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION.� J�ii<T �l.jl��� REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND LOCATION OF CURB BOX BEND REDUCER EDGE OF PAVEMENT. NO COUPLINGS OR OTHER JOINTS OR AS SHOWN ON PLAN U 0 ALLOWED ON SERVICE PIPE FROM UNDISTURBED CORP. STOP TO CURB STOP FOR 1'; y9y r� EXISTING FINISHED GRADE 1' WATER BOX k� EARTH 3 4"AND 1"SERVICES. STRAIGHT �=l PAVEMENT GROUND SURFACE COPPER PIPE SHALL BE USED FOR I'r 1n CURB BOX TOP SECTION . SURFA E 12" 1 1/2- AND 2" SERVICES ' �� ��� MIN / CURB BOX CONTRACTOR 6.5' MIN. iH a 't"x %f`. 11 SLOPING, BENCHING OR SUPPORT TAP�. COVER 8' PROVIDE 5' B' MIN MUELLER H-15428 "*SYSTEMS IN THIS AREA TO CONFORM EASEMENT STATIONARY STRAIGHT COUPLING rh r t> TO O.S.H.A.*REGULATIONS ROD IN ALL WITH BRASS CAP �rP3`f' I y1 CURB BOXES WITH GALVANIZED TYPE "A "B C y , nf3 �`' PAVEMENT SECTION TO MATCH EXT'G SEE DETAIL �, TRENCH BACKFILL >'�-'f r 1...Y PEACH STREET WITH A MIN. OF X'A.C., BELOW pyATER MAIN CURB STOP TEE TEE (Plugged) T>'u- , " X" 1" MINUS, X" PIT RUN PLACED AND BASE MATERIAL COMPACTED PER CITY OF BOZEMAN STDS. SELECT MATERIAL CORPORATION STOP STANDARD DIMENSIONS FOR THRUST BLOCKING *TRENCH BACKFILL INV�h fi-�'x"`?� �r� BACKFILL AREA (SEE >^'rf�J^I PAVEMENT SECTION PLACED AND DETAIL OF A �.�i� SERVICE PIPE EXT'G PEACH STREET 6 SPECIFICATIONS) SIZE PER PLAN 6.5' MIN TEES REDUCERS & COMPACTED PER CITY OF BOZEMAN STDS. PROPERLY - i 0 TO BE PLOWABLE FILL 4S BEND INSTALLED & PLUGS 90' BEND PER C.0.6. STDS. INSTALL DETECTABLE WARNING TAPE FITTING &WYES 22$' BEND -�, If CORPORATION - 4 18" DEPTH L ,L - _ COPPER P kj SIZE _ STOP. TAP MAIN a111 eg AT SPRINGLINE SERVICE LINE A B A B A B A B v A v SELECT TYPE I BEDDING MATERIAL PLACED v�vvv�vy�vy. 8" 2'-8" 2'-6" S-2" 3'-D" 2'-5" 2'-1" 1'-9" T'-6° IL`�\\\\\��\�\\'T IN 6" LAYERS AND COMPACTED THOROUGHLY YTTTi "' AS SPECIFIED IN SECTION 02221. GENERAL NOTES: �) N 12" 4'-G"3'-1O"4'-8" a'-e" 3'-6" 3'-3" 2'-7" z'-3" 1- WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 WATER MAIN 1/4 BEND NOTES: TYPE II PIPE BEDDING FOOT COVER MEASURED FROM THE EXISTING GROUND COMPRESSION WHERE REQUIRED FOR SURFACE, EXCEPT THAT COVER SHALL BE MEASURED FROM COUPLING a4o C/] 00 1. THESE TABLES ARE BASED ON 150 PSI MAIN TRENCH WIDTH=O.D. SOFT OR SUBSTABLE CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID 1� r PRESSURE & 2000 PSF SOIL BEARING PRESSURE. OF PIPE PLUS 2' FOUNDATION. TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER P 2. WRAP ALL FITTINGS WITH POLYETHYLENE, IF MIN. TRENCH N SERVICE LINES SHALL HAVE A MAXIMUM 7 1/2 FOOT STOP 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE b REQ'D BY CITY OF BOZEMAN. WIDTH=3.5 CURB COVER AT CURB STOP. PROVIDE �" DIAMETER ee�g �•I c SHOWN THE DRAWINGS OR . 6"SPECIFIED. 2" COPPER DRAIN HOLE BACK FILL N 3. BEDDING SHALL BE 1" DIA MAXIMUM WITHIN OF CORPORATION STOP SERVICE LINE . _ 4 DETAIL *SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATION WITH WASHED ROCK Vri SERVICE PIPE. �1 �D THRUST BLOCKING FOR WATER MAIN FITTINGS 4. INSTALL CURB STOP SO THAT OPERATING KEY IS INSTALL TAPPED BLIND z ® W FROM C.O.B. STD. DWG. NO 02660-1 PARALLEL TO STREET IN OFF-POSITION. 5. INSTALL CURB STOP AND VALVE BOX IN PAVEMENT FLANGE WITH 2" ORIFICE, v FLANGED END ADAPTOR U AREA. AND CORP STOP ;. ® s DETAIL DETAIL b W c6 D TYPICAL UTILITY TRENCH DETAIL ce.O WATER SERVICE LINE C.O.B. STD.DWG NO.02221-1 C.O.B. STD. DWG.NO. 02660-6 aa0 i DETAIL cbo TYPICALBLOWOFF C.O.B. STD. DWG NO- 02660-7 SHEET C6.® WEST PEACH CONDO DETAILS PROJECT: 17-147 A�BUILT 5 DATE: MARCH 2O19