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HomeMy WebLinkAboutSouth Town Square SOUTH TOWNE SQUARE Grading, Sanitary Sewer, Water & Itormwater Infrastructure , LOCATED IN SECTION 18 OF TOWNSHIP 2 SOUTH, RANGE 6 EAST, o PRINCIPAL MERIDIAN MONTANA, CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA DEVELOPER: KAILO DESIGN & DEVELOPMENT, LLC �' z MAY 30, 2008 SET NO. x F L INCOL N Tp(f,E IDAN GLACIER HILL VALLE DANI S •- '. _ 1•'. / RA CHDU fLAl1E RECORD �� _ -.! _._ _ r _�•�'I•�� �` � �_ � � - TETON t/iRLLIpS DRAWING _ —1, .. �r� °� r• ','3yy�•� �_ GARFIELD 1 r-T - , +- '__ _ �i• ' I :��' • An DAVSDI cLAau S CASCADE i P•Fh I I aeBATI �- p I I BOZEMAN �_ I I• �. GRANITE L RDA ,Is IT nA�R Q, - vJ CLISIER i 9 t pr _ �i ,P L j iIILAf ' � I � � .�:". 7. /..R•,a, A EAVERHEA l j ,� CARTER L y y ppy� 24li•y. •� P' CARDT BIG HORN j 4 Iy PROJECT LOCATION ;. „ "" • - i BOZEMAN, MONTANA Z SCALES NONE -� -- '� J No - 1 3 +� 1 if 1 t 32 DISCOVERY DRIVE J Civil Engineering BOZEMAN,MT 59718 ~'� /•• �• 7 E. PHONE(406)582-0221 Geotechnical Engineering p,u I W.KAGY BLVD� / FAX(406)SB2-5770 ALLIED �d.ONTAN.q �. _ — •.: ;.* ' + _lw�T.. -N'- I \__ '�•�• �l Land Surveying EN8INEERING __ -'I _ NM'W.BIIIBdanQlnBBnnQ.(:fNn /QVICEt,E �.___._ 6 h W ', �••I •+�iD••§F"" o� ? BENJAMINJ _ I l •...P.•1•`' = COPE - emir j 4yIl7 :P'.No.14264PE i I PROJECT ENGINEER: JASON D. BURKE,PE DESIGN ENGINEER: BENJAMIN J.COPE,PE SURVEYORS: GATEWAY ENGINEERING&SURVEYING,INC. PROJECT SITE N•. ]/ Mr t Checked by: Benjamin J.Cope, PE VICINITY MAP 0 2000 4000 6000 - Signature: ............................ Date 6 L:max SALE (FEET) QA/QC Approval: Paul J. Sanford, PE Signature: ..... °' .3:. ....................... Date 3..-.2.008 SOUTH TOWNE SQUARE C-0 COVER SHEET AESI STANDARD BORDER FORMAT GENERAL NOTES: SHEET INDEX 1. ALL CONSTRUCTION SHALL CONFORM TO MPWSS (FIFTH) EDITION AND COB MODIFICATIONS TO MPWSS. SHEET NO. DESCRIPTION DRAWING FILEPATH GENERAL SHEETS PROJECT NAME 2. ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL SHEET DESCRIPTION ONLY. CO-1 SHEET INDEX, PROJECT NOTES & LEGEND LOCATION 3. THE CONTRACTOR SHALL NOTIFY THE COB WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY CO-2 I SURVEY CONTROL MAP /OVERALL SITE WORK. SEWER MAIN PLAN&PROFILE SCALE BAR , 4. THE CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. C2-1 I SEWER MAIN PLAN &PROFILE STA. 20+00 TO 25+82 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING "ONE CALL" AT WATER MAIN PLAN&PROFILE LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. PHONE NUMBER 800-424-5555. C3-1 WATER MAIN PLAN & PROFILE STA. 30+00 TO 37+97 6. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS OR DISCIPLINE LETTER &NO. CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF PROJECT 10}.145 gHE SHEET NO. WITHIN DISCIPLINE CONSTRUCTION TO MAKE NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY CROSSINGS SHALL DATE: 06/00/07 XX-X BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OR ALIGNMENT CONFLICTS. PRO CT-NAMF. 7. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, AND TRAFFIC CONES PER CITY AND COUNT 3FET-DESCRIPTI()\ REQUIREMENTS IN ACCORDANCE WITH THE MUTCD (INCLUDING MONTANA AMENDMENTS). ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. 8. AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION, THE CONTRACTOR SHALL ACCTH AESI STANDARD SHEET DESIGNATION THE DOWN OWNERS OF SUCH RDING TO MCA 9 UNDERGROUND FACILITI-4-501, NOTIFY ALL ES ETHE RS OINFORMATION UNDERGROUND EINDICATED S AND OINR THE CONTRADINATE THE CT DORK CUMENTS ENTS WITH RESPECT TO EXISTING UNDERGROUND FACILITIES IS BASED ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF THE FACILITIES WITHOUT FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE LET" DIscpLNIE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. CO-X GENERAL 9. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS AND MPWSS. COST OF ALL INITIAL AND RETESTING SHALL BE C1-% GRADING BORNE BY THE CONTRACTOR. C2-X SANITARY SEWER 10. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION OVERNIGHT. ALL SUCH TRENCHES SHALL ABBREVIATIONS: C3-X WATER BE BACKFILLED, COMPACTED AND CLOSED BEFORE THE END OF EACH WORK DAY AND NORMAL TRAFFIC FLOWS AC ASBESTOS CEMENT OR ALUMINUM CAP MAT'L MATERIAL C4-X STORMWATER RESTORED. AESI ALLIED ENGINEERING SERVICES, INC. MECH MECHANICAL A ARCHITECTURAL 11. ALL DIMENSIONS SHOWN ARE IN DECIMAL FEET. MFR MANUFACTURER BC BRASS CAP MH MANHOLE IC INSTRUMENTATION AND CONTROL BLDG BUILDING MIN MINIMUM 12, PIPE BEDDING (TYPE 1) AND TRENCH BACKFILL (TYPE A) SHALL BE IN ACCORDANCE WITH MPWSS SECTION 02221 AND BM BENCHMARK MJ MECHANICAL JOINT E ELECTRICAL STANDARD DRAWING (02221-1) AND CITY OF BOZEMAN MODIFICATIONS TO MPW, UNLESS NOTED OTHERWISE IN THE PLANS BOG BACK OF GRATE (GUTTER) MPW MONTANA PUBLIC WORKS OR SPECIFICATIONS. MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 13. ENGINEER SHALL BE CONTACTED PRIOR TO STAKING. ENGINEER WILL COORDINATE WITH AND DIRECT SURVEYORS ON CL CENTERLINE MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES CONSTRUCTION STAKING. ENGINEER MUST VERIFY AND ACCEPT USE OF DIGITAL DATA BASE INFORMATION PRIOR TO US CMH CENTER MANHOLE PLAN SHEET DETAIL CALLOUTS COP CORRUGATED METAL PIPE N NORTH ------ - - -- IN STAKING. SEE SPECIAL PROVISIONS FOR OTHER STAKING REQUIREMENTS. CO CLEAN OUT NIC NOT IN CONTRACT 14. CONTRACTOR SHALL PROVIDE WATER AND OTHER MEASURES AS NECESSARY TO CONTROL DUST TO AN EXTENT ACCEPTABLE COB CITY OF BOZEMAN DETAIL OR SECTION LETTER TO THE CITY OF BOZEMAN. CONC CONCRETE OSS OFFSITE SANITARY SEWER CU COPPER X DETAIL DESCRIPTION 15. ALL TOPOGRAPHIC AND PROPERTY BOUNDARY INFORMATION SHOWN ON THESE PLANS IS THE PRODUCT AND RESPONSIBILITY CY CUBIC YARD pE POINTLAIN OF CURVATURE XX OF GATEWAY ENGINEERING. ALLIED ENGINEERING DOES NOT CLAIM RESPONSIBLE CHARGE FOR THIS INFORMATION. DI DUCTILE IRON PI POINT EN INTERSECTION SHEET WHERE DETAIL DIA DIAMETER PL PROPERTY LINE OR SECTION IS SHOWN DWG DRAWING PROP PROPERTY PSI POUNDS PER SQUARE INCH LEGEND E EAST PSIG POUNDS PER SQUARE INCH GAUGE C EA EACH PT POINT OF TANGENCY COB AND MPW DETAIL CALLOUTS EG EXISTING GRADE PVC POLYVINYL CHLORIDE ELEV ELEVATION PRV PRESSURE REDUCING VALVE • FOUND MONUMENT AS NOTED SEWER MAIN EOP EDGE OF PAVEMENT MONTANA PUBLICS WORKS CITY OF BOZEMAN 0 MODIFICATIONNSS SET MONUMENT SEWER MAIN - EXISTING EXT'G EXISTING Q FLOW FIFTH EDITION TO MPW- FIFTH EDITION • CONTROL POINT SEWER SERVICE FD FLOOR DRAIN R RADIUS MPW BOZ X X FENCE - NEW SEWER SERVICE- EXISTING FDN FOUNDATION RCP REINFORCED CONCRETE PIPE FETS FLARED END TERMINAL SECTION RDCR REDUCER FENCE - EXISTING QS SANITARY SEWER MANHOLE FG FINISHED GRADE ROW RIGHT OF WAY FHYD FIRE HYDRANT RT RIGHT OVERHEAD POWER - EXISTING ® SEWER CLEANOUT FL FLANGE UTILITY GAS - EXISTING WATER MAIN FLR FLOOR S SOUTH FT FEET SCH SCHEDULE UTILITY PHONE - EXISTING WATER MAIN - EXISTING FIG FOOTING SD STORM DRAIN UTILITY UG ELECTRIC - EXISTING WATER SERVICE SECT SECTION GPM GALLONS PER MINUTE SS SANITARY SEWER UTILITY UG FIBER - EXISTING WATER SERVICE - EXISTING GV GATE VALVE STA STATION PROPOSED SEWER, UTILITY POWER POLE - EXISTING FIRE HYDRANT HDPE HIGH DENSITY POLYETHYLENE STD STANDARD Ho HORZ HORIZONTAL IBM TEMPORARY BENCHMARK WATER&STORMWATER LIGHT POLE - EXISTING (�7 WATER VALVE HP HORSEPOWER TBC TOP BACK OF CURB ELECTRICAL PEDESTAL - EXISTING r_1 WATER - REDUCER HWY HIGHWAY TDH TOTAL DYNAMIC HEAD PROFILE LABEL KEY MT ELECTRICAL METER - EXISTING I-1 WATER - BEND IE INVERT ELEVATION TP TEST TEMPERATURE TELEPHONE PEDESTAL - EXISTING FZI WATER - TEE IN INCH TW TOP OF WALL INV INVERT TYP TYPICAL ELEVATION •• GAS METER - EXISTING STORMWATER MAIN IP IRON PIPE GAS VALVE - EXISTING ® STORMWATER MANHOLE UBC UNIFORM BUILDING CODE LF LINEAR FEET UPC UNIFORM PLUMBING CODE r �oF GUY ANCHOR - EXISTING HYD WETLAND - EXISTING LT LEFT UG UNDERGROUND 4c< --------- EASEMENT LINE HYD STREAM - EXISTING VERT VERTICAL 6fy1 W BOUNDARY/LOT LINE CULVERT - EXISTING 4�w W WEST ROAD CENTERLINE DITCH-CENTERLINE - EXISTING W/ WITH = ROAD - CURB W/O WITHOUT �^ CONCRETE SIDEWALK YCP YELLOW PLASTIC CAP EDGE OF NEW GRAVEL ROAD REC"RD EDGE OF NEW GRAVEL ROAD EDGE OF NEW PAVED ROAD DRAWING EDGE OF NEW PAVED ROAD L T STREET SIGN NO. REVISIONS DRAWN BY DATE A - PROJECT : 06-137 SHEET NOT TO SCALE 9 SOUTH TH TO E SQUARE 32 DISCOVERY DRIVE /� DATE: 05/30/08 * BFxJMIie J BOZEMAN,MT 59718 Civil Engineering co-I SHEET INDEX PROJECT NOTES LEGEND PHONE(406)582-OM Geotechnical Engineering �.,•�• J NOS AN ND FAX(406)582-5770 ALLIED -- PROJECT ENGINEER:JOB DRAWN BY: LJG wvm alliadangineenng.com Land Surveying ENOINEERING ;'«•••° ' BOZEMAN,MONTANA SOUTH TOWNE SQUARE DESIGNED BY: BJC REVIEWED BY: BJC, JDB '•..r,•W``• INDEX NOTES LEGEND 4" 5DR26 PVC SEWER SERVICE LATERAL (TYP OF 5) (1 SEE SEWER SERVICE DATA "�` TABLE THIS SHEET Zr` EXT'G 10" SEWER MAIN ° STA. 25+51.88 & /12" CLASS 5 HDPE 1" TYPE K COPPER STA. 25+56.25 STA. 21+24.55 STORMWATER MAIN WATER SERVICE EXT'G UG PHONE 6" DI FIRE HYDRANT (TYP OF 4) LINE CROSSINGS SERVICE CROSSING STA. 21+36.76 / . 4 MH-03 STA. 25+71.64 DETENTION POND p2---- EXT'G UG POWER LINE CROSSING MAINTAIN 10' MIN. / CONNECTED TO EXISTING 8" C900 PVC SEPARATION EDGE (TYP SEWERA� q C9 0 PMCIPIPE N. PCONTINIPE UEDDTO MHED D056ED. p 135' 8" DI l - 14T oo CLASS 51 STA. 26+05.33 ry 6• WATER MAIN 9R 48" MH-06 (EXISTING) 30' WIDE UTILITY `V Sp DETENTION Y EASEMENT SFR,;' POND p3� 66' STA. 25+91.59 - q EXT'G 10" WATER 7p �q7,1,LC O MAIN CROSSING tSs STA. 21+05.57 00 48" MH-02 00 EXTG 12" ! • ry�EXT"G SEWER MAIN � F� WETLAND 1� ■ OIL 129 30' WIDE UTILITY ,C AREA 1 140 n, EASEMENT 1' STA. 20+00 +� o G?' OPT 48 MH-01 I o 0 RETENTION `tia 48" SANITARY -__z POND #1 STA. 25+00.33 SEWER MANHOLE - --_ 48" MH-05 EXYG� (TYP OF 6 EXT'G oQ STREAM WETLAND--"e STA. 24+01.08 Q� AREA 48" MH-04 PLAN VIEW-SOUTH TOWNE SQUARE SEWER MAIN N O O mm .0 0' z N GENERAL SEWER NOTES: m a;� o;� .6. r�°i F <e 1. BEDDING IS TYPE I. TRENCH EXCAVATION AND a 00� a0a '^tea '°�� x oeo a00o N ,'°n*n 66 a oaa a 6011 II rn~ R:� wCORD BACKFILL IS TYPE "A" UNLESS OTHERWISE NOTED. o;F .o II trio n ���o II oo IIr 'vi II 2. SEE SHEET CO-2 FOR PROJECT CONTROL POINT �i +ao +a3o I+�z'o I+ezo �a?'o �j�az COORDINATES AND ELEVATIONS. II~ 1111 11 rr = �� =N - =N 1- Mme: II D! "� IN &z a gzz �zz gzz N�zz aN�z 4915.0 4915.0 FINISHED PAVED SURFACE 4910.0 --------� 4910.0 4905.0ANITARY SEWER MANHOLE COORDINATE TABLE 4905.0 STA. 2s+51.88 S STA. 21+24.55 EXT'G UG PHONE 6" DI FIRE HYDRANT I J LINE CROSSING STATION NORTHING FASTING DESCRP \�EXT'G TION SERVICE ELEV= - 4902.17 101 7 LF INV. ELEV = 4902.9 GROUND 20+00.00 49806.47 50007.41 46" MN-01 S P p, % STA. 25+71.64 4900.0 260.67 LF SLOPE 490.0 EX rG UG POWER 21+05.57 49909.67 50029.65 48" MH-02 - IA. = i SD V .53% 95. 5 LF LINE CROSSING 21+36.76 49931.70 50051.74 48" MH-03 SLOPE 0.547 10 LF ELEV= 4902.21 DIA. Bin.SDR 35 PVC SLOPE p.63% 24+01.08 49929.28 50316.05 48" MH-047 DIA. _ 25+00.33 49994.25 50395.97 48" MH-OS 8i SDR 35 PV piq = g ,C_g00 PV STA. 25+56.25 4895.0 27.19 LF EXT'G UG PHONE 26+05.33 50095.96 50395.85 48" MH-06 SLOPE = 0.627. STA. 23+23.78 4895.0 LINE CROSSING DIA. = BIn.SDR 35 PVC 1" WATER SERVICE ELEV = 4902.21 CROSSING ELEV= 4900.15 _ SANITARY SEWER SERVICE DATA TABLE STA 25+91.59 g8gp,p 4890.0 EXISTING 10" WATER MAIN CROSSING STATION OFFSET MATERIAL SLOPE 20+16.9 54.00' LT 4" SDR 26 PVC 2.3% °i u� m 'n rl O1 n 1� a0 °0 OR 0. 0 0 0 0 0 0 o a 21+51.36 58.20' LT 4" SDR 26 PVC 2.3% a a a Y ♦ a � w a a a a a 22+73.25 59.00' LT 4" SDR 26 PVC 2.6% o o g g o o cQi o 0 0 o o g 0 0 0 8 8 0 8 0 0 0 0 0 g 23+49.33 44.17' RT 4" SDR 26 PVC 2.1% + + + + + + + + + �+ + �+ + + OI O O N N N N N N N N N N N N N 25+28.11 59.50' LT 4" SDR 26 PVC 2.0% r. PROFILE VIEW-SOUTH TOWNE SQUARE SEWER MAIN N0. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT : 06T 59718 -137 SHEET o so 100 o s 10 .� 4 SOUTH TOWNE SQUARE Civil Engineering 1 REVISED PROFILE, ALIGNMENT BJC 6 22 07 3201SCOVERYDRIVE DATE: 05/30/08 C2-1 PHONE(406M592-0221 Geotechnical Engineering SEWER MAIN STA. 2(J+�90 T© 2b+fib g g ALLIED N.1.284 K FAX(406)582.5770 PROJECT ENGINEER:BJC DRAWN BY: LJG Land Surveying s rtn1 I.0 ,'_••• BOZEMAN,MONTANA www alliedengineering com SOUTH TOWNE SQUARE DESIGNED BY: BJC REVIEWED BY: BJC, JOB SEWER MAIN STA. 30+00 -� 6" DI GATE VALVE, MJ - CONNECTED TO EXTG 1" COPPER 2 REMOVED & DISPOSED OF A SERVICE FOR NW BUILDING p1 AT -i yrp' SECTION OF EXTG 6' EXISTING CURB STOP. EXTENDED APPROX. EXT'G 6" WATER MAIN & REPLACED 35 LF OF NEW 1" COPPER SERVICE LINE �.� EXTG 10" GATE VALVE5 RCP WITH NEW V DI CLASS 51 TO BUILDING. CLASSCLASS SEWER MAIN �p r WATER MAIN STORMWATER MAIN q01 STUB 6"X6" DI TEE, MJ ! STA. 33+76.63 �O 8.81' WEST OF VALVE { F AT STA. 30+00 8" DI 45'BEND, MJ E STA. 3 POWER 9 INV EL 4903.39 STA. 33+59.81 4" SDR 26 PVC EXTG UG POWER 6+O/ 8"x6" DI TEE, MJ SEWER SERVICE A . LINE CROSSING N STA. 33+37.58 (TYP. OF 5) R q7F DETENTION 8" DI 22.5' AND 11.25' AR STA. 37+96.69 R y POND M2 A TYPE K COPPER 7y 6" DI CLASS 51 BENDS, MJ WATER MAIN 6" DI GATE VALVE, MJ WATER SERVICE EOF15) 6 CONNECTED TO EXISTING 6' DI INSTALLED NEW 9.5', HYDRANT 1 HYDRANT - SEE WATER SERVICE DATAJ RETENTION WATER MAIN. ASSEMBLY& BOLLARDS 1 RELOCATE _ TABLE THIS SHEET POND M3 STA. TO CENTER OF 5.00' WIDE BOULEVARD C3_I DETAIL MAINTAIN 10' MIN. INVERT = 4912.91 pe SEPARATION EDGE '•�b WHO/ OFFSET 15.59L8T BURY LINE = 4912.91 n .�a0 -- TO EDGE (TYP) J3 ki C"q HYDRANT ASSEMBLY 30' WIDE UTILITY oo `�R,ySSS7 �7' I HYDRANT LEAD EXTG 12" 4.5' "� �'� EASEMENT q/,y p 02660-4 W/HYDRANT VALVE - .rA', O BEND, 8.50' BURY DEPTH SEWER MAIN OQ � = Q� STA.8" DI 90'BEND. MJ �._ ) � ' �� HYDRANT AT 'I 9@69 FkT• 8" DI CLASS 51 C WATER MAIN INVERT = 4897.58' 1, /0* STA. 30+01.85 O/ 6" DI 90'BEND, MJ 15' WIDE UTILITY 3� 1 STA. 35+51.15 J & gTFR 6.2' 6" DI CLASS 51 EASEMENT oo STA. 32+05.08 8" DI GATE VALVE, MJ 30' WIDE UTILTY My�h WATER MAIN \ 8" DI GATE VALVE, MJ , "� EASEMENT 6" SDR 35 PVC o � ^i ' 1 SEWER MAIN 9 STA. 36+41.59 o 5.00' WIDE -� \�� - ---- -- STA. 30+04.77 8" DI 22.5' _- BOULEVARD RETENTION y STA. 33+5681 ----- - -STA. 37+90.67 6"x8' DI REDUCER, MJ Q' & 11.25'BENDS, MJ ` 20 STA. 31+12.35� �__ __ - POND #1 OFFSET 18.6 RT '/''/ 6'x6" DI REDUCER, MJ \\ 8" DI CLASS 51 �oJ 8" DI 22.5'BEND, MJ HYDRANT ASSEMBLY STA. 37+31.64 _ __ BE - 8" DI 45'BEND, MJ STA. 37+76.94 & 8.00' WIDE WATER MAIN ti'' _-- W/HYDRANT VALVE 02660-4 -' STA. 37+81,14 NEW SIDEWALK �? STA. 31+57.97., _ 8.5' BURY DEPTH - EXTG UG PHONE PREVIOUS HYDRANT OQ / 8" DI 11.25'& EXT'G // - ---FG = 4911.40' AT EXTG LINE CROSSINGS LOCATION Q� EXT'GJ `45'BENDS, MJ WETLAND) --- HYDRANT WETLAND 8' DI CLASS 51 - 1.00' TO PROPERTY _ STREAM AREA INVERT = 4902.91' AREA WATER MAIN BOUNDARY I DETAIL PLAN VIEW-SOUTH TOWNE SQUARE WATER MAIN C3 1 HYDRANT ASSEMBLY RELOCATE qv 0 5 10 15 R�a'�� R� SCALE (FEET) f DRAWING z z w m y gm m � O y �N < o m MNOTE: ¢ ^o, nm Mrn -nm o N ww^N �'M°N >�m vlin� ��°'ao z m ro °f o zno o �o,o o oN o z o ¢moo+ mm rn < ^ ¢mu0 _oa �a 'eQ 'am�oa a 'a ¢ a �a o1. INSTALLED MECHANICAL JOINT RESTRAINTS PER PROJECT ¢ +n +n +u +u +M +a or+6 +II +n• O O NM NM ¢ nj+Il r+II +p +II ¢+II SPECIAL PROVISIONS ON ALL BENDS 22.5'& OVER, TEES, Mr Mr r am r N z + cow N� ^io¢ r Mr Mr r io¢ r Mr wMr Mr VALVES, REDUCERS, HYDRANTS, AND END CAPS. - - - - o: - S S - - rr a� �� 4ixM0:2. BEDDING IS TYPE 1. TRENCH EXCAVATION AND BACKFILL 1D �'� '� _ '/'Z z ro0- °DS DIS TYPE 'A" UNLESS OTHERWISE NOTED. 4915.0 4915.0 WATER MAIN ALIGNMENT COORDINATE TABLE FINISHED STATION NORTHING EASTMIO DESCRIPTION PAVED SURFACE 30+00.00 49776.00 49850.78 6" DI GATE VALVE, MJ 4910.0 _-_ 4910.0 30+01.99 49775.92 49882.77 6" DI 90'BEND, MJ 30+52.77 49725.26 49879.37 8" DI 90'BEND, MJ 6.5 MIN. 31+12.35 49723.80 49938.93 8" DI 22.5'BEND, MJ COVER -- - --- STA. 37+76.94 & 4905.0 ---- _ 4905.0 STA. 37+81.14 31+57.97 49739.59 49981.74 8" DI 22.5'& 45-BENDS, MJ - ---- _ _ EXTG UG PHONE 33+37.58 49915.16 50019.58 8" DI 22.5'BEND, MJ EXTG LINE CROSSINGS GROUND " ELEV= 4902.22 33+76.63 49942.74 50047.23 8" DI 45'BEND, MJ MAINTAIN PIPE GRADES 36+41.59 49940.31 50312.18 8" DI 45'BEND, MJ & INVERTS AS SHOWN 785. 37+31.64 49997.11 50382.06 8" DI 45-BEND, MJ 4900.0 I S. 90 LF OF 0.0 4.77 LF OF WAI CLASS 51 - - - 37+96.69 50062.17 50382.32 6" DI GALE VALVE, MJ R MAIN _ 6" DI CLASS 51 WATER MAIN 4" SEWER SERVICE 6.02 LF STA. 37+96.89 WATER SERVICE DATA TABLE CROSSING 6 DI CLASS EXTG UG POWER 4895.0 (T�' OF 4) WATER MAR I 4895.0 LINE CROSSING CURB STOP ELEV 4901.82 _ STATION OFFSET MATERIAL F.G.ELEV. In n IYi N N 1�a O o O M I�n rO°i rn _N _N _ o_ o o_ o_ ni_o o_ ai a 0 io ri a 32+09.28 49.00 LT 4911.03 1" TYPE K COPPER WATER SERVICE y$�C4 o, m o, �Qj m m n o, �Qj m rn QX rn STA. 37+66.19 TO STA. 37+82.67 i+ Y + i s i+ a a a i a + i+ i w 3 a _°�v w a PLACED 2" THICK RIGID BOARD 35+01.69 48.00 LT 4909.00 1" TYPE K COPPER WATER SERVICE no g S 8 S o 8 $ 0 0 0 0 o rn -- _ o 0 o g g o 0 o g INSULATION UNDER PROPOSED d d d o d d 6 DETENTION POND. 35+68.26 55.58 RT 4908.50 1" TYPE K COPPER WATER SERVICE +0 N g g o �i 8 m o N PLACED INSULATION 6" ABOVE TOP +o+ + + + + + + + $ + + + + + + + 36+24.60 46.00 LT 4907.00 1" TYPE K COPPER WATER SERVICE NM �i rI P; OF PIPE FOR FULL WIDTH OF M M M M M M M M M M M M TRENCH. BUILDING 1 EXT'G SERVICE 4909.67 1" TYPE K COPPER WATER SERVICE CONNECTION PROFILE VIEW-SOUTH TOWNE SQUARE WATER MAIN NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET 4 PROJECT : 06-137 SOUTH TOWNE SQUARE SHEET 1 ADD HYD., MOVE SERVICE Bic 5 23 07 0 50 100 0 5 10 4 32 DISCOVERY MY DRIVE DATE: OS/30/OB C3_1 2 REVISE PROFILE, SERVICE NOTE BJC 6 22 07 enueu.��. 802EMAN MT 59718 Civil Engineering WATER MAIN STA. 30+00 TO 37+97 PHONE(406)582-0221 Geotechnical Engineering '•�^� FAX(406)582-5770 ALLIED PROJECT ENGINEER:8JC DRAWN BY: LJG ,� �o ww .11jedenglneedng.00m Land Surveying ER IMER1 BOZEMAN,MONTANAR� .^� SOUTH TOWNE SQUARE DESIGNED BY: BJC REVIEWED BY: BJC, JOB I �� � WATER MAIN