Loading...
HomeMy WebLinkAboutFlanders Mill Apartments INFRASTRUCTURE IMPROVEMENTS FOR FLANDERS MILL APARTMENTS x BOZEMAN O a xN o Gallows St. cl Equestrian Ln❑ a 0 > 0 0 (& 0 I � w Baxter Rd. I I � N N I W CITY ZONING: 0. a N o LIMITS R300 PROJECT Civil Engineering by: I z ZONING:I LOCATION Ow nen°/Appllica ntt: PLI S > ZONING: €I95 TECHNOLOGY H NOLOGY]BLVD, SUITE 203 — — — — — J PLI oak St. 2246 BOOTHILL CRT SUITE I o BOZEMAN,SIT 59718 BOZEMAN,MT 59718 z s (406)586-0262 Q (406) 570-9584 a 0 U O j L N m E Q 0 O 0 nAnnie Street z N C N -t0+ -0 m C C 0 0 0 C 0 N A N C � � O y = CHRIS G ston Rd. Durston Rd. a DES 3 —_ 4/cex.Ea� VICINITY MAP NTS ADDRESS 1555 WINDROW DRIVE BOZEMAN MT 59718 LEGAL DESCRIPTION , LOT 1 BLOCK 25 FLANDERS MILL SUBDIVISION PHASE 7 a LOCATED IN SECTION 3, T.2.S., R.5.E. P.M.M. CITY OF BOZEMAN, Know what's below. GALLATIN COUNTY STATE OF MONTANA Cal 1 811 before you dig. i 7 i AS-BUILT COVER SHEET W N GENERAL NOTES: GRADING.PAVING&DRAINAGE ¢a o q N 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARDS, MDOT,AND 1. UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND PAVING SHALL CONFORM TO MOOT AND MONTANA o CURRENT CITY OF BOZEMAN MODIFICATIONS. UNLESS OTHERWISE APPROVED BY THE ENGINEER. CONSTRUCTION PUBLIC WORKS STANDARD SPECIFICATIONS, MOST CURRENT ADOPTED EDITION,WITH CITY OF BOZEMAN SHALL BE DONE BETWEEN 8:00 A.M.AND 5:00 P.M., MONDAY THROUGH FRIDAY. MODIFICATIONS. y m 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES 2. CONTRACTOR SHALL PREPARE AND PROCURE A DEQ STORM WATER POLLUTION PREVENTION PLAN(SWPPP) Z N CROSS OR CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR AND CITY OF BOZEMAN STORM WATER MANAGEMENT PERMIT 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 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO INSURE THAT PUBLIC THE CONTRACTOR TO PREVENT GRADE OR ALIGNMENT CONFLICTS. 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 MDOT 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, STUMPS,BRUSH, ROOTS, ETC.STRIP WORK LIMITS,REMOVING ALL ORGANIC MATTER WHICH CANNOT BE In SHALL,ACCORDING TO MCA 69-4-501, NOTIFY ALL OWNERS OF UNDERGROUND FACILITIES AND COORDINATE 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 Zp THE CONTRACT DOCUMENTS WITH RESPECT TO EXISTING UNDERGROUND FACILITIES IS BASED ON INFORMATION GRADING SHALL BE REMOVED AND DISPOSED OF OFF-SITE. N AND DATA OBTAINED FROM THE OWNERS OF THE FACILITIES WITHOUT FIELD EXPLORATION,AND AS SUCH, E OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION 5. FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED PER GEOTECHNICAL REPORT w OR DATA. 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 ASTM D-698 ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. TEST METHOD STANDARD PROCTOR). m 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 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 INSPECTOR AND CITY OF BOZEMAN ENGINEERING DEPARTMENT A MINIMUM OF 24 HOURS (i BUSINESS DAY) TO PLACING EMBANKMENTS, ENGINEERED FILLS OR FINE GRADING FOR BASE ROCK. Z PRIOR TO TESTING. 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. T TRENCHES SHALL BE PLATED OR BACKFILLED, 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 * MISS. 8. ALL ROAD CLOSURES SHALL BE COMMUNICATED THROUGH THE POLICE DEPARTMENT, RECORDS DIVISION WITH PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD(STANDARD A MINIMUM OF 24 HOUR ADVANCE NOTICE WITH THE FOLLOWING INFORMATION: PROCTOR). Sun IPE EXACT LOCATION:ADDRESS IF APPLICABLE OTHERWISE STREET NAME AND START AND END LIMITS. TYPE OF WORK: IE.TRENCHING, PAVEMENT SAWCUT. ��ccxsE° v START DATE AND TIME AND ANTICIPATED CLOSURE DURATION. - 8_ SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE REQUIREMENTS OF SECTION 02234(SUB 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 PUBLIC 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 MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD(STANDARD DRAWN BY:JPS 10, PRIOR TO PAVING CONTRACTOR SHALL SCHEDULE A PRE-PAVING WALK THRU WITH THE CITY, MOOT,AND PROCTOR). DESIGN ENGINEER. GENERAL CONTRACTOR AND PAVING CONTRACTOR SHALL ALSO BE PRESENT. REVIEWED BY:CGB 9. A.C. PAVEMENT SHALL CONFORM TO SECTION 02510(ASPHALT CONCRETE PAVEMENT)MPWSS FOR TYPE B PROJECT ENGINEER:CGB PIPE BEDDING AND BACKFILL MIX. A.C. PAVEMENT SHALL BE COMPACTED PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE THE AVERAGE DENSITY SHALL BE EQUAL TO OR GREATER THAN 93%OF THE THEORETICAL DESIGNED BY: CGB 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 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 10. UNLESS OTHERWISE SHOWN ON THE DRAWINGS,STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL INITIAL AND RETESTING GRADE ELEVATIONS AND FINISH CONTOUR LINES SHOWN. SHALL BE BORNE BY THE CONTRACTOR. 3. .ALL LANDSCAPING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/REPAIRED TO PRE-CONSTRUCTION 11. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS,MONUMENTS, GAS VALVES, WATER VALVES AND QUALITY. SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT,SIDEWALK, OR TRAFFIC CONTROL: LANDSCAPED AREA WHEREIN THEY LIE. 1. 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:1V. 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 THE MUTCD. TRAFFIC SHALL BE DIRECTED IN ACCORDANCE WITH THE MDT FLAGGERS HANDBOOK. CONTRACTOR MINIMUM 6"THICK. STRIPPING MATERIALS SHALL NOT BE USED FOR PLANTER BACKFILL, UNLESS ALLOWED CB] SHALL REFERENCE THE MDT TRAFFIC CONTROL AND PROTECTION STANDARD DETAIL DRAWINGS IN BY THE OWNER. P4ITV DEVELOPMENT OF THE TRAFFIC CONTROL PLAN.ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND !! L 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 ^�a COMPLETED IN ACCORDANCE WITH CITY STANDARDS.A MINIMUM OF 24 HOURS NOTICE IS REQUIRED. AlC EXISTING UTILITY NOTES: lQ"a 1. EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST CURBS&SIDEWALKS k� INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER, 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 COMPANIES BEFORE AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY Q EXCAVATION FOR EXACT LOCATIONS. BE FOR ALL CURBING. EXISTING UTILITY DEPTHS BASED ON 2. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS AND SIGNAGE IN ACCORDANCE WITH CURRENT Inn EXISTING UTILITIES PRIOR TO ECONSTRUCTION.SF CONFLICTS EXSTLCONTACT DESIGN OENGN ER VERIFY FAR ENOUGH IN ADA AND LOCAL REQUIREMENTS. ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. �qq 3. SIDEWALKS SHALL BE A MINIMUM OF 6-INCHES THICK. ALL SIDEWALKS SHALL BE CONSTRUCTED USING 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 SDR 35. 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. SPECIFICATIONS. V INSPECTION TESTING&CERTIFICATION NOTES 1yy�� 2. ALL SANITARY SEWER PIPES SHALL BE STRAIGHT GRADED BETWEEN MANHOLES. NO BENDS,DEFLECTIONS, 4I HIGH OR LOW POINTS ARE ALLOWED. 1. CONTRACTOR SHALL NOTIFY CITY OF BOZEMAN PUBLIC 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 DEQ&CITY PROCEDURES AND CERTIFIED BY A LICENSED ENGINEER. CONTRACTOR TO PROVIDE ENGINEER 2. COMPACTION TESTING OF SUBGRADE,BASE COURSE AND ASPHALT REQUIRED FOR ALL LIFTS. CONTRACTOR WITH 24 HOURS ADVANCE NOTICE FOR INSPECTION. CONTRACTOR SHALL PROVIDE SAFE ACCESS TO TRENCH SHALL PROVIDE ACCESS TO INSPECTOR TO COMPLETE THE COMPACTION TESTS.FOR INSPECTION. MANHOLE TESTING SHALL BE PERFORMED PRIOR M PAVING AND FINAL SURFACE 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 WILL NOT BE CERTIFIED BY THE DESIGN ENGINEER OR ACCEPTED BY THE b SPECIFICATIONS AND CITY OF BOZEMAN MODIFICATIONS. CITY. q� N 6. TV INSPECTION. UPON COMPLETION OF ALL SEWER CONSTRUCTION,TESTING AND REPAIR, THE CONTRACTOR 5. INSTALLATION OF WATER MAINS SHALL BE INSPECTED AND CERTIFIED BY THE DESIGN ENGINEER. I� W SHALL CONDUCT A COLOR ACCEPTANCE INSPECTION OF ALL MAINLINES. THE TV INSPECTION SHALL BE %] o0 CONDUCTED BY THE CITY OFF CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO BOZEMAN. SUFFICIENT WATER TO REVEAL LOW AREAS OR REVERSE GRADES COMPLETE THE REQUIRED INSPECTION. SHALL BE DISCHARGED INTO THE PIPE IMMEDIATELY PRIOR M INITIATION OF THE TV INSPECTION. THE N RECORDING AND WRITTEN 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. SHALL COORDINATE AND PAY ALL COSTS FOR TV INSPECTION. N 7. PRESSURE, VELOCITY FLUSH, AND BAC-T TESTS ARE REQUIRED FOR THE WATER MAIN AND FIRE SERVICES. P kj ll"ATER. ALL TESTS SHALL BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY THE DESIGN ENGINEER. CITY OF BOZEMAN SHALL OPERATE THE VALVES. z y, 1. WATER MAINS UP TO 12-INCHES SHALL BE CLASS 51 DUCTILE IRON. ALL WATER MAINS SHALL BE INSTALLED g. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL WITH A MINIMUM 6.5'OF COVER TO FINISH GRADE UNLESS OTHERWISE NOTED OR DIRECTED. ALL OTHER - O APPURTENANCES AND INSTALLATION TO CONFORM TO MDEQ AND CITY OF BOZEMAN SPECIFICATIONS. UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL INITIAL AND RETESTING SHALL BE BORNE BY THE CONTRACTOR. 2. CITY FORCES TO OPERATE ALL VALVES, INCLUDING FIRE HYDRANTS, ON EXISTING AND PROPOSED PUBLIC i MAINS. CONTRACTOR SHALL NOTIFY THE CITY WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO REQUIRING THE OPERATION OF VALVES. B ►� H 3. 2"MINIMUM_ORIFICE REQUIRED FOR FLUSHING. 4. INSTALL JOINT RESTRAINTS ON ALL PIPE JOINTS AND FITTINGS AS SPECIFIED IN THE DRAWINGS. y 5. ALL CROSSES,TEES, VALVES, AND BENDS SHALL BE MECHANICAL JOINTS WITH MEGA-LUG. SKEET Co.I FLANDERS MILL APT T GENERAI.NOTES PR AS B O I L " a DATUE:EAUGUST128 2020 i W N mO SCALE : BW RW OW 0 Im 21 8"�V N1 l;nct=50 HARVES FP AY BENCHMARK z DATUM 83 (ORANGE PLASTIC oLD ELEVATION= R {„ \ vAir- UNrr 2J 4727.59 r IC UNlrl w ¢ 4PLEX 4PLEX PUBLIC J fi 412 PLEX \ \N\ 2-2 2-1 _ s PARR m f \ SHEET INDEX � f \ f�w�\ ws I \ \ \ $ \ SHEET NO. DESCRIPTION N 1 UNIT 22 GENERAL f /12/PLEX `M6A\ C0.1 NOTES \ euo'Hi C0.2 OVERALL SITE PLAN AND SHEET INDEX CHRIS G PROPOSED B" DI WATER MAIN (TYP) PROPOSED 8" PVC SANITARY SEWER MAIN (TYP) \ SANITARY SEWER MAIN .VJ•` p �IcexsE� IUNI EX \ C3.0 ON SITE PLAN AND PROFILE 1 _ MAIN C4.0 WATEON SATE PLAN AND PROFILE DRAWN BY:JP }' c \ LEXl UNrr \\ 2-2 I C4.1 ON SITE PLAN AND PROFILE REVIEWED BY.CGB 12 P PROJECT ENGINEER:CGB UTILITY E ,L as—m _ DETAILS DESIGNED BY: CGB \ EASEMENT C6.0 WATER AND SEWER UNrr 19 I UNIT 3 l \ 4 PLEX s Ns rn jl Lws , I U.. m HOUSE 3 y a BENCHMARK DATA BENT uMARK HYDRANTDESCRIPTION NORTHING I FASTING ELEVATION (ARROW BOLT) ORANGE PLASTIC CAP 151396.36 49538.95 4727.59 P.I (� " PO4 4735.97 — ORANGE PLASTIC CAP 150473.98 48753.82 4738.35 NAVD 88 I _ , vxri 18 1 �"4 -� W PROPOSED SANITARY I �I UNIT13 4 P� �I I SEWER SERVICE (TYP) 6PLEX PROPOSED FIRE SERVICE (TYP) YA W I ss I ,—PROPOSED WATER SERVICE (TYP) 1 s4 1 1 ]LEGEND 1::) UNrr 4 R I 12 PLEX UNIT 17 1 ----4770-- INDEX CONTOUR 0 FOUND MONUMENT AS NOTED z UNIT 12 k 4PLEX ". ——————— * BENCHMARK .14 6PLEX 2.2 1 ——• — CONTOUR MINOR (1' INTERVALS) O PROPERTY LINE ® MONUMENT BOX VVk�4 ROAD RIGHT—OF—WAY SEWER MANHOLE ADJOINING PROPERTY OO k�l t.• d _x — — WATER VALVE EASEMENT LINE 0 CURB STOP UNITS UNrr 16 N x— FENCE FIRE HYDRANT 12 PLEX N I I 4PLEX 1 ® WATER WELL R .� E UNIT 11 2-2 W WATER MAIN WS WATER SERVICE POWER POLE FS FIRE SERVICE GUY ANCHOR w S SEWER MAIN - ELECTRIC PEDESTAL — SEWER SERVICE STORMDRAIN MANHOLE M UNrr 15 1 S0 STORM DRAIN ® CURB INLET N UNrr6 P 7 4 LEX 1 0P OVERHEAD POWER ® TV PEDESTAL O4� 12 PLEX I l J 1 1 �I w UNIT 1 _ 1, 1 m m TEL OVERHEAD TELEPHONE GAS METER �n 00 12PLEX _ TELEPHONE PEDESTAL a` 1 S ROAD CENTERLINE t g > TOP BACK OF CURB 4iii,BEN TREE CONIFER ,'> w eel EDGE OF PAVEMENT TREE DECIDUOUS p (ORANGE EMAP P TIC I [ , fin pq BENCFIMARR UNrr 14 EDGE OF GRAVEL s M 7 CAP) YINr h I Fill D T 4PLEX f q EDGE ETEBULD SI EWALK = Q WELEVATION= 1zPLEX (ARROW BOLT) a z z OF p4738.35 I yc'; 4744.14 NAVD 88 N L a l 1 1 x p ws—ws�— ` rr 1 ® -oq P� �yA 12 PLEX Ss 12UPLE8 ——————I I -----1 W —---- I 5 —W 4.1 W —z— — - — — — — — — — — / m P SHEET L— " CO.2 s I" FLANDERS T SHEET INDEX FLANDERS MILL APARTMENTS SITE PLAN AS-BUILT PROJECT:17-128 6 DATE:AUGUST 2020 HORZ. SCALE: 1" = 50• - i o-'" cx•� p 'j- STA 4+83.91�0- �.1•�"'' �� � �� � ii- _ I x w N w WATER SERVICE. STUB TOP da � ELEV STA 7+74.50� f; a CROSSI©Gi _ WATER SERVICE uP STA I .41, UST 13 UNIT 12 CROSSING o 0 �* UNIT 22 FIRE SERVICEI 6 PLEX UNIT 10 ,'I 12 PLEX I " \ / CROSSING 6 PLEX UNIT 11 B I o m UB TOP L I 1 6 PLEX 12 PLEX ST 12 PLEX _ t STUB TOP STUB TOP 1 z a / r ^ ELEV= 4724.29 STUB TOP e 3 4 ELEV= 4726.67 � ELEV= 4728.78 I d ELEV= 4728.10 7 EI I I III i UNIT 23 L STA. 3+48.59 STA. 4+37.82 _-� STA 7+73.00 - 1 0 6 INSTALL 48" SSMH #4 € € FIRE SERVICE € J SCALE 4PLEX INSTALL 48" SSMH #3 u _ STA 5+71.54- STA 6+56.95_ CROSSING _ r I m 2-1 "" -.. - ---�a. ti FIRE SERVICE' FIRE SERVICE a m w 30' WIDE C/ �i S 4+00 - �_'. �_ ,� CROSSING �� -- ------ / UTILITY EASEMENT ___ -- -__ - - CROSSING _ __ ,d ° ° h• /oo I •S'S+00 S 6+00 _ 5 7+00 5�_T S 8+00 S 8�75 I N l indi= 40 FEET -' L c DATUM s I 10.0' MIN. pis^�k ��- -- s STA. 5+13.09 �VV I EV�� R % %ti Fea� III p Z NAD83 - _ p << SEPARATION i i���i a tl1 INSTALL 48" SSMH #5-- °"< -- ------------ - s--- 1 f --STA. 8+62.04 to v 11 B n' ---- ------ W"` STUB TOP °�' utl1i INSTALL 48" SSMH #6 UNIT 24 / i 3 ELEV= 4727.74 -- w J do n do -- d��r1-`- do - in do a F 4 PLEX ,J ,=STA 7+82.23. N m 2 2 I �xOO 8" SDR35 PVC STUB TOP FIRE SERVICE (TYP) i STA. 1+40.29 i 5 p� ELEV= 4725.37 SEE WATER SHTS. FIRE SERVICE STUB TOP Na i SANITARY SEWER (TYP) CROSSING ELEV= 4726.61 INSTALL 48" SSMH #2 i is o„ u a-�� �� <<�i a �� STA 5+74.04 I I H � - V I - ° STA 0+72.02 II i� \ I L� HOUSE WATER SERVICE STA 6+58.45 STUB TOP S A 7+80.73 = z WATER SERVICE I! PROPOSED 8" WATER MAIN. CROSSING WATER SERVICE ELEV= 4727.41WATER SERVICE i7NIT 8' EXTG 8" SEWER STUB- CROSSING® e r i ` - I CROSSING CROSSING VERIFY INVERT PRIOR TO 1k00 SEE SHTS C4.0 & CJ4.1 I �, STUB lE PLEX CONSTRUCTION. 5 i� \ �i .. ELEV= 4726.01 WATER SERVICE (TYP) �i a II ..1-64 I SEE WATER SHTS. UNITE ` 'F UDTIT77 I NTA,YQ III SANITARY SEWER SERVICE ' UNIT 3 1 - - UNIT 4� a� I I 12 PLEX 12 PLEX S -0+50 11 S 0+00 SCH 40 PVC- (TYP) \ , 12 PLEX "e'er ❑ PHASE 1 LINE 12 PLEX UNITS Rey 12 PLEX _ RYANSY\/ _ \��y\ ® V LJ J q a.B E25 PE %.� a '�� STA.�00 - �,oEHSE� 11 INSTALL 48" SSMH #1 w " .e UNIT d k 12 PLEX - - - - - - - - - - - - - STA. -0+39.50t V' / DRAWN BY:JPS EXTG 48" SSMH aq / / 1 VA / / REVIEWED BY:CGB m UNIT 1 xw 12PLEX / NOTES: PROJECT ENGINEER:CGB 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO DESIGNED BY: CGB THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE SEWER SERVICES FLANDERS MII.L APARTMENTS SANITARY SEWER MAIN PLAN ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, SEWER, STATION L R LENGTH FT SIZE TELEPHONE & N) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. 0+06.08 R 28.5 6" HORZ. SCALE: 1" = 40' 0+36.13 L 17.5 2. BACKFILL AND COMPACT TRENCH MAIN AND MANHOLE PER CITY OF BOZEMAN STANDARDS 1+43.70 R 28.5 6. WITH CLEAN NATIVE MATERIAL. + 3. " R 28.5 3+93.20 R 28.5 4" 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. 20 4+63.36 L 17.5 4" 4. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY PRIOR 5+26.21 R 2B.5 6" TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN 5+53.64 L 17.5 4" ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. h+i 6+02.67 R 28.5 e 29. R .5 6" .0 08 17 5AL SEWER ARE 4" OR 6" SCH..40 PVC AS NOTED. INSTALL ALL SERVICES AT 6+ 7+09.29 L 17.5 6" 7+69.26 R 28.5 6" 6. MAINTAIN 6" VERTICAL SEPARATION BETWEEN SEWER MAIN AND UTILITY SERVICES. �1 7+90.81 L 17.5 6" �d g 8+90.21 R 17.5 6" 7. MAINTAIN 18"VERTICAL SEPARATION BETWEEN SEWER MAIN AND EXISTING UTILITY MAINSPH AS SPECIFIED ON PLANS. EXCEPT FOR STORM SEWER MAINS. 8. INSTALL CONSTRUCTION GRAVEL ACCESS ROAD OVER SANITARY SEWER MAIN OUTSIDE OF V PH PHASE 1. SEE SHEET C6.0 DETAIL 6 1.4 P4 O 4760 4760 (� -co N Iyk44 1-� -_ Q -4 N M� 'ik fA r N N O N N 4750 x g rn N � N N a z 4750 N -M N O� Na Od' ad trim w 3 a z �n -FINISHED GRADE AT and z -� SEWER MAIN 00 o -M� NKZ 4740 z - ? g r^ rMi r- 4740 ad m FY +M ? In,z o EXTG GRADE pm d' _ON MrZ7 oo� Fr STORM DRAIN +N � a_p ��zz yl� +N- CROSSING - rzp dg> N�-- 1.42% - p a z p d•- ?_ f SANITARY SEWER SERVICE (TYP) - g" SDR35 PVC, L=345 LF, S=i-:49i6- __ I _ 4730 N�-z ���z - PROPOSED WATER MAIN ---- -_ - ___�- 4730 PN [� w 8" SDR35 PVC, _ --- '- - --- - --- __STA. 7+82.23 W ----0.827 ___- L= 85 LF, S=+3B,;�a _ FIRE SERVICE - _I __ _`----" 8" SDR35 PVC, L=204LF, S= 1.24% - - - - - CROSSING INV. 4729.85 'n 4720 - --- - -- ---- STA. 4+83.91 4720 !� E. N I I C=_ --- _ _ STA. 6+58.45 �r 8" SDR35 PVC, _WATER SERVICE _STA. 7+80.73 ® EXT'G 48" SEWER _--- STA. 0+72.02 L= 71 LF, 5�,39 CROSSING STA. 5+74.04 -WATER SERVICE WATER SERVICE �+ -WATER SERVICE CROSSING MANHOLE WATER SERVICE 1.28% -INV. 4725.25 -CROSSING INV. IN (1) 14716.15 -CROSSING CROSSING INV. 4728.01 ._INV. 4729.83 INV. OUT (N) t4716.35 INV- 4720.20 STA. 4+81.41 INV. 4726.72 I% � -FIRE SERVICE -STA. 7+74.50 z O W 0.43% CROSSING STA. 6+56.95 WATER SERVICE 4710 z N v 4710 STA. 5+71-54 FIRE SERVICE 8" SDR35 PVC, L=136 LF, S=a:69f INV. 472522 _FIRE SERVICE CROSSING CROSSING ® U EXTG-FY PVC SEWER STUB INV..4729.73 o U � 8" SDR35 PVC, L=5 LF, S=-0.47% CROSSING INV. 4727.98 1 „ W VERIFY INVERT ELEVATION INV. 4726.67 -STA. 7+73.00 i AND INFORM ENGINEER, _REMOVE APPROX. 5 FT. OF THE EXTG - TOP FIRE SERVICE N PRIOR TO CONSTRUCTION 8" SEWER STUB AND CONNECT NEW 8" FINISHED GRADE EL. SEWER MAIN-1NVC•'RF EL. CROSSING ® SDR35 PVC WITH A PIPE COUPLER. INV. 4729.70 4700 4700 TOP ELEV. ={{4718.78 accbbp F 11� WW ¢Y ; Nm uNi tO o q�^ o a°o. o � N m N n a a a N n a a N o d• 10 a 1 a a dq n To tG w Of 00 rril�Cn m 0 @ U m O m O rYF N N N M N M M * d- Iq 0 1n In t0 t0 Il t0 r r 00 - SHEET N N N N N N N N N N M N M N M N M N M N M N M N M N M N M N M N r n r n r r r r r n r r r n r r r r r r r r r r r r r r r r n r r r r r m d• d• a d• a d• a d• a � d• d• a d• a a C3o0 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 7 FLANDERS MILL APT FLANDERS MILL APARTMENTS SANITARY SEWER MAIN PROFILE � SEWER MAIN HORZ. SCALE: 1" = 40' AS :IL:TjR PROJECT:17-128 VERT. SCALE: 1 8' R ._ � DATE:AUGUST 2020 '1.STA 3+61.81'" 8" GATE VALVEI.( STA 3+55 81� Tj UNIT 13 == UNIT 10 UNIT o uP ^ 8"x6" HYD. TEE 8 6 PLEX 12 PLEX 12 PLEX ry �T CHLINE STA +50 r n� UNIT 22 STA 3+52 39 p a o e UNIT 12 UNIT 11 p. SEa Ee SH ET C�-•1 3 12 PLEX 22.5' HORIZ. BEND STA 3+93.26 11 TYPE K COPPER 6 PLEX - 6 PLEX qa `fry'`! - -SEWER SERVICE IL WATER SERVICE (TYP) o •� MJxMJ I �,.rv.u� e _ p STA 9+15.35 ' \ 7 ✓l \ CROSSING 16.00' LT I SCALE STA Z. BEND FIRE SERVICE (TYP) 10.0' MIN. I I 3 UNIT 23 11.25' HORIZ. BEND '�� N �� n" SEPARATION 6" HYDRANT ASSEMBLY J I o w 14PEEX C MJxMJ" PROPOSED SEWER SERVICE (TYP) � ,D SEE SEWER SHTS N ------ or ------N - STA 8+23.14 ----- 2-1 PROPOSED SANITARY SEWER MAINZ ` - --- 1- SEE SHT. C3.0 // -�' 8" GATE VALVE x 1ineh- 40FEET ( e� / / ..r-- / N i '_�- S -- S _ I J_-_-- �_i-- 9 STA 9+15.35 DATUM i W 4+00M S �_ , �__ 8"x6' HYD. TEE z S 1 S S S S S S ��� 5 S o s" DI TER s1 a w s+oo � w s oo W 7+OD n li"" a+oa / III II 4 7✓ - NAD83 x WATER MAIN ------- _ M WI W W IW� I--W -I--W W y/ STA HORIZ. p0 1A ��\ " N - - - .' 45' HORIZ. BEND = p STA 2+29.90 �' 'Sx �� \.'� ------ .-. - --- -- --------- -- --- I - - a MJxMJ II Z. BENI SEWER SERVICE 30' WIDE a` 11.25' HORIZ. BEND _ STA 8+72.05 UTILITY EASEMENT CROSSING i c� do da do do - N do do do d do- (~ UNIT 24 i MJxMJ I y I 45' HORIZ. BEND m 4PLEX }j' i� / /ice ` STA 5+12.22� STA 6+02.73- N STA-6+92.86 STA 7+69.32- STA 8+58.291 MJxMJ N i t1` / : 11.25' HORIZ. BEND SEWER SERVICE SEWER SERVICE SEWER SERVICE SEWER SERVICE ,* a STA 1+49.67 i i STA 3+55.81 2-2 CROSSING CROSSING _SEWER SERVICE i� S 11.00' RT. L I 8 MJxMJ CROSSING CROSSING CROSSING �� x00t1` i� 6" HYDRANT ASSEMBLY r STA 5+26.29, r z CLUB SEWER SERVICE' / HOUSE CROSSIN I7NIT 4 UNIT 5 UNIT 6 UNIT 7 UNIT 8' e / 12 PLEX 12 PLEX 12 PLEX 12 PLEX 12 PLEX NTA /Do _ 1s N� \\ _ 5 /5 UNIT 3 CHRIS G. BUDESN Na.1 PE 1 STA 1+45.01 12 PLEX � •� � � ,V� ,N �\ 11 25' HORIZ. BEND �. •CENSEa RYANS AY3.,w-1 °+I �K �� - _ -II - - - - - - - - - - - - - - - - � ��'3 STA. 0+00 UNIT PHASE 1 LINE REMOVE.EXT'G CAP AND BLOW.OFF. 12 PLEX - - - `-- - - - - - CONNECT TO EXT'G 8" DI WATER MAIN. Il- STA 0+09.58 \1 DRAWN BY:JPS INSTALL 8 GATE VALVE. SEWER SERVICE / REVIEWED BY:CGB VERIFY EXTGINVERT PRIOR TO CROSSING cq / NOTES: J / / PROJECT ENGINEER:CGB CONNECTION. E UNIT 1 1 q 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO m STA 0+01.74 12 PLEX IyI / / / THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE DESIGNED BY: CGB --22F�HORIZ. BEND r / THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, 11�25' II ➢1 MJxr °' I / SEWER, TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. FLANDERS MILL APARTMENTS WATER MAIN PLAN 3. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY FIRE SERVICES WATER SERVICES PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN STATION I L R LENGTH FT HORZ. SCALE:1" 40' SIZE STATION L R LENGTH FT SIZE ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. � 0+80.33 R 17.5 2" 0+75.60. L 28.5 1- H 1+42.83 R 17.5 2" 0+78.83 R 17.5 1 4. BACKFlLL & COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER �y 2+22.56 R .17.5 2" 1+41.33 R 17.5 1 2" CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL. (tea 4+79.63 L 28.5 2" 2+20.06 R 17.5 1 5+18.67 R 17.5 2" 3+76.05 R 17.5 1" 5. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 10' FEET OF ALL 5+71.60 L 28.5 2" 4+82.13 L 28.5 1. y" FITTINGS, OR AS SPECIFIED ON PLANS. 44 6+57.01 L 28.5 2" 5+17.17 R 17.5 1 2' 6. MAX DEFLECTION FOR 8" DUCTILE IRON PIPE 5' FULL LENGTH OF PIPE. b 6+66.21 R 17.5 2" 5+74.10 L 28.5 1 6+84.37 R 17.5 2" 6+58.51 L 28.5 1 z" 7. MAINTAIN 6" VERTICAL SEPARATION BETWEEN WATER MAINS AND UTILITY SERVICES. �+ 7+73.08 L 211.5 2" 6+67.71 R 17.5 1 7+82.31 L 28.5 2" 6+82.87 R 17.5 i " 8. MAINTAIN 18"VERTICAL SEPARATION BETWEEN WATER MAIN AND EXISTING UTILITY MAINS 8+32.75 1 R 17.5 2" 7+74.58 L 28.5 1 2" AS SPECIFIED ON PLANS 8+50.72 1 R 17.5 2" 7+ 8+3434.25 R 17 17.5.81 L .5 1 2" 9. ALL WATER AND FIRE SERVICES ARE TO BE TYPE K COPPER. 1 p" 8+49.22 R 17.5 4760 4760 (D z STA 9+15.35 4750 HYD. ASSEMBLY BURY LINE 4148:36=4739.94 4750 STA 3+55.81 8.5' BURY DEPTH_ HYD. ASSEMBLY ARROW BOLT ELEV. = 4744.14' BURY LINE-4732.48 4731.68 9.0' BURY DEPTH - ARROW BOLT ELEV. = 4735.97' STA. 9+15.35 8"x6" HYDRANT TEE 4740 STA. 7+69.32 INV. FINISHED GRADE AT 4740 WATER MAIN STA. 5+18.67 SEWER SERVICE 4731.57 2" FIRE SERVICE CROSSING INV. "arc STORM DRAIN , PROPOSED SEWER MAIN 4725.61 _CROSSING EXT'G GRADE -1 -STA. 6+92.86lill -- STA. 0+09.56 STA. 5+25.29 EWER STA. 6 SER I SEWER SERVICE- 4730 SEWER SERVICE z SEWER SERVICE CROSSING RVICE CROSSING 4730 b _ CROSSING - - STA. 3+93.26 �� _ CROSSING - I STA. 2+29.90 inz SEWER SERVICE -- _-- -STA. 9+03.87 �I STA. 1+49.67 SEWER SERVICE CROSSING - _ - -45' HORIZ. BEND p� SEWER SERVICE - - -==L=- INV.-4339-45 CROSSING -I --- -STA. 6+84.37 CROSSING -J - _- 4731.41 2" FIRE SERVICE -STA. 8+72.05 - _ __ * HORIZ. INV.#3'28:4�4728.24 I N 4720 _ I _ -------- ---- ---- ----- 11.25' HORIZ. INV45! HORIZ. BEND 4720 b cw _ _ --- ---- __STA. 2+22.56 _ BEND STA. 6E SERVICE---- STA. 8+23.14 INV.^736-98• I' ---- --- ---- -- STA. 1+45.01 2" FIRE SERVICE 4730.89 r-- 2" FIRE SERVICE INV.•4-7Y5-6(r INV,_ o�^t4727.99 8" GATE VALVE - 9 p� EXT'G S. DI WATER -- STA, 0+01.74 - 11.25' HORIZ. BEND-INV. "�;-6& 4725.39 INV.�� STA. 8+58:29 m f�-4 MAIN STUB. INV.172T.24' STA. 5+71.60 11.25' HORIZ. BEND 4722.01 STA. Z. BEND -STA. E SERVICE 4730.20 SEWER SERVICE 3 4721.03 - -STA. 4+79.63 -2" FIRE SERVICE ra � VERIFY INVERT PRIOR INV.�#7Y8:'FIR 11.25' INV. BEND 2" FIRE SERVICE CROSSING _- _ c) w 2" FIRE SERVICE INV. 4426.611 - Q b� TO CONSTRUCTION 4719.88 -STA. 1+42.83 INV.-4�z^T.2� INV. �-d STA. RE SERVICE 2" FIRE SERVICE 4723.09 STA. 3+61.81 INV. "-++_�-�� 4726.47 4710 � ® 4710 STA. 0+00.00 INV. 7ter IN GATE VALVE STA. * HORIZ. 6 4725.12 STA. 7+73.08 2" FIRE SERVICE STA. 3+52.39- -INV.'4393:5 11.25' HORIZ. BEND INV.-4730��4730.64 ® U PQ -8" GATE VALVE - 2" FIRE SERVICE-,- STA. 0+80.33 4721.01 HORIZ. 22.57 BEND 4723.63 INV.'4-724:5 ` 6T� INV.i'�'ri�".r 4719.88 INV.�,-4729:64 VERIFY EXT'G PIPE INVERT 2" FIRE SERVICE INV. "' 4724.24 STA. 7+82.31 r STA. 8+32.75 k� INV. 'ter _STA. 3+55.81. �J 4720.21 4723.19 8"x6" HYDRANT TEE 2" FIRE SERVICE 2" FlRE SERVICE �n INV. TOP _ INV. "�9,82 4729.79 INV. 4738�4730.43 4723.36 FINISHED GRADE EL. WATER MAIN-IN4ER�EL. 4700 v 4700 I� 3 �q � < ' a v d^- �a � � � � a ' � SHEET 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+50 C4.0 FLANDERS MILL AP FLANDERS MILL APARTMENTS WATER MAIN PROFILE WATER MAIN HORZ. SCALE:VERT. SCALE: 1" =8° AS-BUILT � DATEEAUGUST72020 W N p O N O Y 0] Z V 3� a� SCALE m 1 PLEX15 4 1 1 1 I huh= 40 FEET 2 2 UNIT 10 z 12 PLEX o DA DTUM - 1 , �[ 1 lis 1 NOTES: J 1 1 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO UNIT 14 THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE m PLEX 1 THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, 2-2 I SEWER, TELEPHONE & N) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. UNITS 1 e 12 PLEX '� 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. z 1 TYPE K COPPER ' 3. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY WATER SERVICE (TYP) UP -up 1 PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN a - ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. 4. BACKFILL & COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER G1 —UP —UP —UP CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL. STA. 12+57 5. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 10' FEET OF ALL------------ y1 ------- — HOT TAP EXTG 8".MAIN. FIT➢NGS, OR AS SPECIFIED ON PLANS. W 10+00 W 17�g/ SY 8"x8" TAPPING TEE. W IW W W INSTALL 8" GATE VALVE AND 6. MAX DEFLECTION FOR B" DUCTILE IRON PIPE 5' FULL LENGTH OF PIPE. THRUST BLOCK. ------ —_--1 STA 11+08.42_ STA 12+30.52 EXT'G INVERT t4730.5. 7. MAINTAIN 6" VERTICAL SEPARATION BETWEEN WATER MAINS AND UTILITY SERVICES. DRAWN BY: JPS 45' HORIZ. BEND 11.25' HORIZ. BEND VERIFY PRIOR TO CONNECTION. —_ MJxMJ_ MJxMJ REVIEWED BY:CGB 8. MAINTAIN 18" VERTICAL SEPARATION BETWEEN WATER MAIN AND EXISTING UTILITY MAINS (s� — STA 11+50.87 u SAWCUT EXTG ASPHALT PAVING. BACKFILL AS SPECIFIED ON PLANS. PROJECT ENGINEER:CGB 8" DI CLASS 51 45' HORIZ. BEND TRENCH WITH FLOWABLE FILL AS REQUIRED DESIGNED BY: CGB C01 WATER MAIN MJxMJ TO MATCH EXTG SURFACE. REPLACE 9. ALL WATER AND FIRE SERVICES ARE TO BE TYPE K COPPER. ASPHALT TO MATCH EXTG THICKNESS TACK COAT& SEAM SEAL JOINT. FLANDERS MILL APARTMENTS WATER MAIN PLAN HORZ. SCALE: 1" = 40' WATER SERVICES `.0 STATION L R LENGTH FTl SIZE z11+53.71 L 23.0 2 1 z pm� � ® 4760 4760 4750 _ 4750 FINISHED GRADE AT- WATER MAIN �7 EXT'G GRADE 4740 4740 4730 4730 STA. 11+08.42 Om4 N 45' HORIZ. BEND STA. 12+30.52 eP4 INV. 11.25' HORIZ. BEND - H 4731.11 INV.-4750. 5-- STA. 11+50.87 4730.62 45' HORIZ. BEND - 4720 INV.-W3&8}- 4730.94 _ 4720 N r 1) PA �v STA. 12 .+32.00 a CONNECTED TO EXTG 8STUB. 3 z a INSTALL 8" GATE VALVE. W 4710 INV. tiocc4730.71 yam. (VERIFY INVERT) 4710 4 �-a 1 ® Q Z 0 w TOP F FINISHED GRADE EL. WATER MAIN INVERT EL. 4700 4700 _ n i i rn rn n rn uMi_ m m vWi• �I SHEET m 9+50 10+00 - 11+00 12+00 12+85 C4u1 FLANDERS MILL AP FLANDERS MILL APARTMENTS WATER MAIN PROFILE WATER MAIN HORZ. SCALE: 1"= 40' - AS-BUILT % PROJECT:17-128 VERT. SCALE: 1" = 8' DATE:AUGUST 2020 i 0 8' MAX GREEN STEEL POST STEEL POST MARKER AT END OF SERVICE o o PAINTED BLUE MIN. o 0 TO BACK OF CURB LOCATION OF CURB BOX INSTALL PLUMB WITH PUMPER NEW HYDRANT, PROPERTY m MUELLER SUPER LINE OR OR AS SHOWN ON PLAN LINE r NOZZLE FACING STREET CENTURION 250 EASEMENT 3 3 z w ' MIN. 4'- 0" CLEAR ALL AROUND � 1' ELEVATIONS AS SHOWN (TREES, HEDGES, BUSHES, ETC.) STREET SURFACE 4' in ON PLANS OR 0.2' RESTORE NO.COUPLINGS OR OTHER JOINTS ALLOWED ON N ABOVE TOP OF CURB GRADE ADJUSTABLE SCREW GROUND TO SERVICE PIPE FROM CORP. STOP TO CURB STOP CURB BOX TYPE VALVE BOX ORIGINAL GROUND SURFACE 3 FOR.3/4"AND 1" SERVICES. STRAIGHT COPPER 6.5' MIN. PROVIDE 5' WITH LID - CONDITION I w PIPE SHALL BE USED FOR 1 1/2" AND 2" CO ER STATIONARY GROUND LINE _ SERVICES 8' ROD IN ALL CURB ( \ \, Z TAP BY BOXES UNDISTURBED \% � fI \ \ \y 2.5' y EASEMENT EARTH COMPACTED BACKFILL o 776.5' MIN. (SEE SPECS.) o: SEE DETAIL CO ER - a CUR STO *CONCRETE VARIES B' o d BELOVP a (TYPICAL EXCEPT IN SPECIAL WATER MAIN BASE MATERIAL THRUST w= BLOCK TO MAIN LINE CIRCUMSTANCES WHERE CITY HAS N°� - APPROVED ALTERNATE LOCATIONS) ¢ CORPORATION STO SELECT MATERIAL / r A,KfILL AREA (SEE DETAIL OF A i%i/iii/i/ %i/��r. /�/i�/•y/�� . / // / �i/j �')�✓J� i� / / JOINT AS REQUIRED FOR T7 z N PROPERLY INSTALLED SERVICE PIPE ',,;.; /i i/i//%/i/i /i/ /� ;" -:M..' PIPE SPECIFIED CORPORATION STOP. %/// , i/�/i/�/i-j/i- i/�i/ji%��ji/i ,SIZE PER PLAN 2" X 2" TAP MAIN AT // c,o //./ / [G.r/ /, / —� SPRINGLINE jj. s n // ��yrr.. NEW 6" AUXILIARY GATE VALVE WOOD ' MIN. 1/2 CUBIC YARD WASHED FLANGE JOINT SERVICE LINE. SLOPE= 1/4" MARKER fi� GRAVEL TRENCH BOTTOM G `\ \ �U Z PER FOOT MIN., 1/2" PER FOOT fv\\\ �,L \%, 1\\ g 45' ELBOW MAX.GENERAL _ *MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER MEASURED FROM THE EXISTING GROUND SURFACE, EXCEPT THAT COVER SHALL SANITARY SEWER MAIN - BE MEASURED FROM CENTER LINE STREET GRADE WHEN SERVICE LINES ARE DETAIL LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICE LINES 2 DETAIL DRAWN BY:JPS SHALL HAVE A MAXIMUM 7 1/2 FOOT COVER AT CURB STOP. - IN LINE WYE FITTING FOR 2. WATER-SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE �o FIRE HYDRANT SERVICE INVERT NO NEW INSTALLATIONS. PLUG REVIEWED BY:CGB DRAWINGS OR AS SPECIFIED. C.O.B STD. DWG. NO. 02660-4 LOWER THAN SPRING SADDLE FITTINGS ALLOWED PROJECT ENGINEER:CGB 3. BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE PIPE. LINE OF SEWER MAIN 4, INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN FOR WYE FITTINGS. FOR EXISTING INSTALLATIONS DESIGNED BY: CGB ONLY UPON APPROVAL OF OFF-POSITION. CITY OF BOZEMAN SEWER DEPARTMENT. _ DETAIL a1F NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE 3 DETAIL lfT I DE 1 AIJL. PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM D JL AIL C6.0 WATER SERVICE LINE of 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT C6.0 SANITARY SEWER SERVICE LINE C.O.B. STD. DWG. NO. 02660-6 LINE IS LESS THAN 3' FROM EDGE OF EXISTING PAVEMENT OR CURB - C.O.B. STD DWG 02730-2 AND GUTTER SECTION. REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH �] AND EDGE OF PAVEMENT. - �I �X EXISTING z f PAVEMENT FRAME AND COVER TO BE EITHER D&L A-1172 WITH 1" COVER, MCI 305 FRAME, SURFACE 305A COVER, OR IFCO 772 FRAME, 772-B COVER, OR DEETER 1025. 12" m COVERS SHALL HAVE TWO 1" PICK HOLES. MIN YGROUND SURFACE pe ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING & P4 '4 F" TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BE qq��. SLOPING, BENCHING OR WATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEC" OR EQUALSUPP C� 73 ° 'a' " AREA TO O CONFORM RT SYSTEMSITOTOIS.H.A.+ FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL. yqa MIN A TYPE "A","B""C" REGULATIONS PRECAST REINFORCED CONCRETE MANHOLE RISER TRENCH BACKFILL 12" MINIMUM 1"- MINUS COMPACTED k� Y CRUSHED ROCK. PLACED AND COMPACTED y AND ECCENTRIC CONE TOP MANUFACTURED IN �I 0 ID PER CITY OF BOZEMAN SS. 2'-0 ACCORDANCE WITH ASTM DESIGNATION C-478. �a .. TOP 0 �j �a 6"-MINUS PIT RUN. PLACED AND. `? 5 F PIPE MAY NOT EXTEND PAST COMPACTED PER CITY OF BOZEMAN SIDS. INSIDE WALL OF MANHOLE. IF �j MANHOLE NECESSARY TOP HALF OF PIPE MAY INSTALL DETECTABLE WARNING TAPE BE TRIMMED OFF SMOOTH. \/ 6 18" DEPTH STEPS AT ® 8' DIAMETER ONLY) 44 p. SELECT TYPE I BEDDING MATERIAL PLACED 16" CENTERS SPRI GROUT INVERT TO 4' IN 6" LAYERS AND COMPACTED THOROUGHLY . BETWEEN AS SPECIFIED IN SECTION 02221. OF PIPE IF GAP BETTWEEN PIPE AND CHANNEL IS BEND REDUCER _u\\\�\\ f� GREATER THAN 1/8". 1 11I-II�.\\ \\ \\. \, h 4-0 PRE-CAST CHANNEL 1 UNDISTURBED EARTH ,T,ITI, II III ICI w (MIN.) FLOWLINE l/JI ..iil—i J TRENCH WIDTH=O.D. TYPE II PIPE BEDDING WHERE mm REQUIRED FOR SOFT OR OF PIPE PLUS 2` SNBTTABLE FOUNDATION. ¢ SHELF SLOPE i"PER MIN. TRENCH WIDTH=3.5' 12" MAX. (TYPICAL FOOT TOWARD CHANNEL T. FOR POURED- SEE CHANNEL DETAIL IN-PLACE BASES) *SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATION FLEXIBLE GASKETED JOINT (TYPICAL FOR PRECAST BASES - SEE DETAIL) <�� 5 A it DETAI tV zry Ll ce.o TYPICAL UTILITY TRENCH DETAIL CHANNEL=DIA OF PIPE F C.O.B. S . DWG NO. 02221-1 TEE TEE (Plugged) p, PRECAST OR POURED-IN-PLACE BASE. POURED-IN-PLACE BASE, MINIMUM STANDARD DIMENSIONS FOR THRUST BLOCKING '4 BARS - 1'-0" O.C. CONCRETE THICKNESS BELOW PIPE IS a 4 12' 8 INCHES. PRECAST BASE, MINIMUM TEES REDUCERS& 5'-4" DIA. &pLUGS 90' BEND 45 BEND (MIN) THICKNESS IS 6 INCHES. ALL BASES FITTING &WYES 22kz• BEND O 5' 3.0%_ 3.0% 0 5, REINFORCED AS SHOWN. 04 SIZE 4.0 0 (7a v A B A. B A B A B 4A 0 — —_ — N 6 2-0'1 -1 .2-3"2-2"1—10"1—7" 1'-9" 0-10" - I — _ _ _ III 111.0 RADIUS OF 8" 2'-8" Y-B"3'-2" 3'-0" 2'-5" 2'-1" 1'-9" 1'-6" III= __—III=III— =HilIII=IiiiiiiII—III =III III=III=III=== I=III—III SLOPE AT 1" PER FOOT. MANHOLE C„) NOTES: — — — CHANNEL TO FULL [Fryl PIPE DEPTH NOTE: = �d 1. THESE TABLES ARE BASED ON 150 PSI MAIN STORM DRAIN MANHOLES SHALL NOT HAVE PRESSURE & 2000 PSF SOIL BEARINGPRESSURE. 6" THICK OF COMPACTED w FORMED CHANNELS AND THE LOWEST PIPE 2. WRAP ALL FITTINGS WITH POLYETHYLENE, IF FOR UNSTABLE SUBRADE ADD 1"-MINUS CRUSHED ROCK 0- INVERT SHALL BE 9" HIGHER THAN BOTTOM OF REQ'D BY CITY OF BOZEMAN. TENSAR TX 190L TRIAXIAL LEVELING COURSE �� MANHOLE. GEOGRID TO 8 OZ. NON-WOVEN =_ 40ET AgI, GEOTEXTILE FABRIC 9" THICK, 6"-MINUS UNCRUSHED - SHEET BASED COURSE (COMPACTED PIT m FOR FLAT TOP MANHOLE SEE C.D.B. STD. C6"® THRUST BLOCKING FORWATER MAIN FITTINGS COMPACTED SUBGRADE RUN) DWG. NO 02720-4 FROM C.O.B.-STD. DWG. NO 02660-1 SECTION A-A m *GRAVEL ACCESS ROAD OVER SANITARY FLANDERSMELL APT 6 DETAIL SEWER MAIN OUTSIDE OF PHASE 1 CIVIL DETAILS �o TYPICAL ACCESS ROAD SECTION 9 DETA�. _ PROJECT:17-128 NTS - CGO SANITARY SEWER MANHOLE AS BUILT 9 DATE:AUGUST 2020 C.O.B. STD. DWG. NO 02720-3