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HomeMy WebLinkAboutHaggerty Lane Cottages Phase 5 HAGGERTY LANE COTTAGES PHASE 5 UTILITY IMPROVEMENTS PROJECT LOCATED IN BOO EMAN, MONTANA z 1L1][ Y 25 2007 � � 9 SHEET INDEX WOa SHEET NO. DESCRIPTION >1 r✓ CO.1 ,ENERAL NOTES, LEGEND, OVERALL SITE MAP F C3.2 SANITARY SEWER IMPROVEMENTS — LINE "D" C4.2 WATER MAIN IMPROVMENTS — LINE "E" AND "F" C5.0 SEWER AND WATER DETAILS 00 r M N O St. u ! a c Davie St. � t. 00 "° PREPARED BY: o ❑❑❑❑❑❑❑ F Mo! 517 SOUTH 22nd AVENUE, SUITE 4 0 0 ❑❑❑❑❑❑ s TT Bab St. a k st. BOZEMAN, MT 59718 o hJ❑❑❑❑Olive Scakt. ° I a �0 - (406) 586m0262 (406) 586-5740 FAX a l❑ < ❑Curtiss St. E, a bs Qo Bogert PI. McAdow /y O.S. 1p S p9 € N Smry st. 9�'r� 5 6 y r Ellie St. o /`90 SURVEY PREPARED BY: ❑ + ' Ice Pond Rd. James St ENGINEERING INC � O> r\o�d PROJECT �m 705 OSTERMAN DRIVE LOCATION Legg°rtY BOZF,MAN, MT 59718 E (406) 5229876 VICINITY MAP NTS 5 LEGAL DESCRIPTION TRACT 4A OF MINOR SUBDIVISION NO. 162Co i No`+0835 PE / RECORD DRAWING COVERSHEET I 0 � I GENERAL NOTES: SANITARY SEWER ABBREVIATIONS o 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARDS WITH CITY OF BOZEMAN 14.UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCE WITH ASTM D-3034, SDR 35. ALL AC ASPHALT CONCRETE MECH MECHANICAL MODIFICATIONS, LATEST EDITION. UNLESS OTHERWISE APPROVED BY THE ENGINEER CONSTRUCTION SHALL BE DONE BETWEEN OTHER APPURTENANCES AND INSTALLATION TO CONFORM TO THE CITY OF BOZEMAN SPECIFICATIONS. MFR MANUFACTURER m 8:00 A.M. AND 5:00 P.M., MONDAY THROUGH FRIDAY. MH MANHOLE BC BRASS CAP 2, CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TRAFFIC CONTROL DESIGN TO CITY AND MDT PRIOR TO 15.PER OEO REQUIREMENTS, CONTRACTOR SHALL HAVE SEWER INSTALLATION INSPECTED AND TESTED PER DEQ PROCEDURES AND BLD BULIDING MIN MINIMUM i ? PRE-CONSTRUCTION CONFERENCE. COPY OF APPROVED TRAFFIC CONTROL SHALL BE PROVIDED TO DESIGN ENGINEER. CERTIFIED BY A LICENSED ENGINEER. CONTRACTOR TO PROVIDE ENGINEER WITH 24 HOURS ADVANCE NOTICE FOR INSPECTION. BM BENCHMARK MJ MECHANICAL JOINT CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, AND TRAFFIC CONES PER APPROVED CITY AND MDT MANHOLE TESTING SHALL BE PERFORMED PRIOR TO PAVING AND FINAL SURFACE RESTORATION. BOG BACK OF GRATE(GUTTER) MPW MONTANA PUBLIC WORKS o REQUIREMENTS IN ACCORDANCE WITH THE MUTCD INCLUDING MONTANA AMENDMENTS). ALL TRAFFIC CONTROL MEASURES SHALL MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS ( ) 16.OPENINGS FOR CONNECTIONS TO EXISTING MANHOLES AND PIPING SHALL BE MADE BY SAWCUTTING OR CORE-DRILLING EXISTING CL CENTERLINE MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN THE RIGHT OF WAY. MANHOLE STRUCTURE. USE OF PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED, CONNECTIONS TO BE WATERTIGHT AND SHALL PROVIDE A SMOOTH FLOW INTO AND THROUGH THE MANHOLE. SMALL CHIPPING HAMMERS OR SIMILAR LIGHT TOOLS WHICH WILL C ID OUT CENTER MANHOLE N NORTH 3. CONTRACTOR SHALL PREPARE AND SUBMIT SEVEN (7) SETS OF BOUND MATERIAL SUBMITTALS, INSURANCE CERTIFICATES AND NOT DAMAGE OR CRACK THE MANHOLE BASE MAY BE USED TO SHAPE CHANNELS OR ENLARGE EXISTING OPENINGS IF COB CITY OF CLEAN O BOZEMAN NIC NOT IN CONTRACT z CONSTRUCTION SCHEDULE TO DESIGN ENGINEER ONE WEEK PRIOR TO SCHEDULING PRE-CONSTRUCTION CONFERENCE. 3 INSURANCE CERTIFICATES SHALL BE PREPARED TO MEET CITY AND MDT REQUIREMENTS. MATERIAL SUBMITTALS SHALL BE AUTHORIZED BY THE ENGINEER. CONC CONCRETE a REVIEWED AND STAMPED APPROVED BY CONTRACTOR PRIOR TO SUBMITTAL TO DESIGN ENGINEER. 17,(:I CA.NINr,. PRIOR TO tESTING AND TV INSPECTION, CONTRACTOR SHALL FLUSH AND CLEAN ALL SEWER PIPE AND MANHOLES CU COPPER PC POINT OF CURVATURE o CY CUBIC YARD PE PLAIN END AND REMOVE ALL FOREIGN MATERIAL. PI POINT OF INTERSECTION 0 A. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS OR CONNECT. DI DUCTILE IRON PL PROPERTY LINE o CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTION TO 18.LFAKAGE TESTING. SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED FOR LEAKAGE BY CONTRACTOR. LEAKAGE DIA DIAMETER PROP PROPERTY w MAKE NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY CROSSINGS SHALL BE POTHOLED AS TESTS SHALL BE COMPLETED PER MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AND CITY OF BOZEMAN MODIFICATIONS. PSI POUNDS PER SQUARE INCH NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OR ALIGNMENT CONFLICTS. DWG DRAWING PSIG POUNDS PER SQUARE INCH GAUGE MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION, THE CONTRACTOR SHALL, 19.N INSPECTION. UPON COMPLETION OF ALL SEWER CONSTRUCTION, TESTING AND REPAIR, THE CONTRACTOR SHALL CONDUCT A E FAST PT POINT OF TANGENCY 5. AT LEAST 2 BUT NOT ACCORDING TO MCA MORE THAN NOTIFY ALL OWNERS OF UNDERGROUND FACILITIES AND COORDINATE THE WORK WITH THE COLOR TV ACCEPTANCE INSPECTION OF ALL MAINLINES. THE TV INSPECTION SHALL BE CONDUCTED BY THE CITY OF BOZEMAN. EA EACH PVC POLYVINYL CHLORIDE SUFFICIENT WATER TO REVEAL LOW AREAS OR REVERSE GRADES SHALL BE DISCHARGED INTO THE PIPE IMMEDIATELY PRIOR TO EG EXISTING GRADE PRV PRESSURE REDUCING VALVE OWNERS OF SUCH UNDERGROUND FACILITIES. THE INFORMATION SHOWN OR INDICATED IN THE CONTRACT DOCUMENTS WITH INITIATION OF THE TV INSPECTION, THE VHS TAPE AND WRITTEN REPORT SHALL BE DELIVERED TO THE OWNER'S ELEV ELEVATION RESPECT TO EXISTING UNDERGROUND FACILITIES IS BASED ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF THE REPRESENTATIVE. CONTRACTOR SHALL COORDINATE AND PAY ALL COSTS FOR TV INSPECTION. EDP EDGE OF PAVEMENT 0 FLOW z - FACILITIES WITHOUT FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE ACCURACY OR EXIST EXISTING COMPLETENESS OF SUCH INFORMATION OR DATA. R RADIUS 6. PIPE BEDDING AND BACKFILL, ALL PIPES SHALL BE BEDDED WITH MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND FD FLOOR DRAIN RCP REINFORCED CONCRETE PIPE BACKFILLED WITH THE SAME MATERIAL A MINIMUM OF 6-INCHES OVER THE TOP OF THE PIPE PER CITY OF BOZEMAN STANDARD FDN FOUNDATION RDCR REDUCER cr DETAIL 02221-1. PIPE BEDDING AND TRENCH BACKFILL SHALL BE PLACED IN LAYERS NOT EXCEEDING B" IN LOOSE FETS FLARED END TERMINAL SECTION R/W RIGHT OF WAY FG FINISHED GRADE RT RIGHT THICKNESS, CONDITIONED TO THE PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 97% RELATIVE COMPACTION. FHYD FIRE HYDRANTS SOUTH 7. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING IN FL FLANGE SCH SCHEDULE ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL TESTING SHALL BE BORNE BY THE CONTRACTOR. FLR FLOORFT FEET SECT SECTION INSPECTOR SHALL BE ON SITE TO WITNESS ALL TESTING. CONTRACTOR SHALL NOTIFY INSPECTOR A MINIMUM OF 24 HOURS (1 FTG FOOTING SS SANITARY SEWER BUSINESS DAY) PRIOR TO TESTING. STA STATION GPM GALLONS PER MINUTE STD STANDARD 8. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION OVERNIGHT. ALL SUCH TRENCHES SHALL BE GV GATE VALUE PLATED OR BACKFILLED, COMPACTED AND CLOSED BEFORE THE END OF EACH WORK DAY AND NORMAL TRAFFIC FLOWS DRAWN BY: LHL RESTORED. HDPE HIGH DENSITY POLYETHYLENE HORZ HORIZONTAL REVIEWED BY:CG6 Y. PRIOR TO PAVING CONTRACTOR SHALL SCHEDULE A PRE-PAVING WALK THIRD WITH THE CITY AND DESIGN ENGINEER. GENERAL HP HORSEPOWER PROJECT ENGINEER:CGB CONTRACTOR AND PAVING CONTRACTOR SHALL ALSO BE PRESENT. HWY HIGHWAY IE INVERT ELEVATION DESIGNED BY:LIIL WATER N INCH INV INVERT 1O.UNLESS OTHERWISE SPECIFIED, WATER MAIN SHALL BE CLASS 51 DUCTILE IRON IN CONFORMANCE WITH AWWA C151. WATER IP IRON PIPE SERVICES SHALL BE COPPER, TYPE K ANNEALED PIPE MEETING AWWA STANDARD C800. ALL OTHER APPURTENANCES AND INSTALLATION TO CONFORM TO THE CITY OF BOZEMAN SPECIFICATIONS. LF LINEAR FEET Li LEFT 11.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 REQUIRING THE OPERATION OF VALVES. 12.CONTRACTOR SHALL NOTIFY THE CITY WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGIN WORK. ,FM+•1 Z rn Hr 13.ALL NEW, CLEANED OR REPAIRED WATER MAINS SHALL BE FLUSHED, DISINFECTED AND TESTED IN ACCORDANCE WITH AWWA W STANDARD C651. I✓Z' _ aC) EWS STREET \\\ p __——____—�\\. y zo.IINc BENCHMARK INFORMATION z LANDOWNER. I \ \ ', "IR> ARROW BOLT LOCATED ON THE FIRE HYDRANT a FARMHOUSE PARTNERS COMSTOCK a irT/�_1\ G�C� \ LOCATED 8Y THE SOUTH EAST DRIVEWAY OF LOT C/O ALLIANCE PROPERTY MANAGEMENT wmoa \ \ ` \ 4A-1. ELEVATION = 4810.14 CITY OF BOZEMAN l W BOZEMAN, MT 59710-3848 I SOBD/Y/S/ON e DATUM I—I 20A/.C ♦ •\ ��-, /�IA\, \ IUNOR LY[1A/Y/S/ON LEGEND LANUOWNER. �`., •••'"'YYYY (� FARMHOUSE PARTNERS COMSTOCK a // �g \ a;,��, - ■ FOUND MONUMENT AS NOTED C/0 ALLIANCE PROPERTY MANAGEMENT �" \ �` LANDOWNER: LEGAL DESCRIPTION CONTOUR (EXIST) FOUND REPAR AS NOTED BOZEMAN,MT 59710-794B ! 9 Ew 1 �• \ P.O. BOA PARTNERS LIMITED —4770— CONTOUR (PROP) //TT`` W 'j ♦ •, P.O. BOx 2071 Q CONTROL POINT �1 ✓iNZOT uB !'rl ♦♦e ♦� JJAKS N,WY 83001-2 8 71 i TRACT 4A OF MINOR SUBDIVISION N0. 162C PROPERTY LINE 1� /JI, EASEMENT LINE BENCHMARK �/ a 0 At,AfeZOIVIAV ij1 FENCE (EXIST) QS SEWER MANHOLE (PROP) a T 4A-1 _-. ♦♦ �.,\�;.� \\ -- SEWER MAIN (PROP) SQ SEWER MANHOLE (EXIST) SEWER SERVICE (PROP) cD SEWER CLEANOUT W •� ^�'� -_ -�---------_ _� i pd WATER VALVE (PROP) W �0 E Gee 9e 8 - � �.�-'—` -�------ - - SEWER MAIN (EXIST) LArvUuwNER: / : � \ SEWER SERVICE (EXIST) WATER VALVE (EXIST) BOZEMAN DEACONESS HOSPITAL• \ FIRE HYDRANT (PROP) 915 HIGHLAND BLVD. WATER MAIN (PROP) ZX BOZEMAN,MT 59715-69021 J✓ ♦. I `�`.�``� \ CrRT1.11CWTB OP SURVCY __ � FIRE HYDRANT (EXIST) / O \ A. /ss WATER SERVICE (PROP) v I ! / \ CS CURB STOP (PROP) - LANDowNER: / -- - WATER MAIN (EXIST) ♦, \�'�� \ <s CURB STOP EXIST rj. I J / NIGH COUNTRY PERSONAL CARE (P (EXIST) F-a / \ as59 npccERTY LANE / WATER SERVICE (EXIST) Y/NOR su Oiv \ \ BOZEMAN, MT 59715-9256 l� W® WATER WELL (EXIST) '�•., \ STORM DRAIN (PROP) F STREET SIGN STRRM DRAIN (EXIST) 1y # LIGHT POLE W f / \ OVERHEAD POWER POWER POLE / LOT 4A-2 \ / rrurr/N TNn' ,/ v� �o / \ Nei N6'r,ser n 7 UNDERGROUND POWER ; LANDOWNER: F- GUY ANCHOR - I j IHOMAS TELEPHONE �p ZR-S I /I r KOBER,TRAHb YNNEE R. W E ELECTRICAL PEDESTAL I�1 z W 1 \ \ a7a1 npccERn LANE /� \ GAS EM ELECTRICAL METER (' Phase 5 j 1 \\ \ -.. \ BOZEMAN, MT 59715-9241 / \ ROAD / I = 1 ���'' \ ZON/nC- / \\ ROAD CURB ERIJNE TEL TELEPHONE PEDESTAL Z QI R s•rnuNrY \ �/ sTaS \\ EDGE OF PAVEMENT CM GAS METER N v� LITTLE CMACE LANE ' � �, � > X GAS VALVE O � f \ V_1,4MrS'su0 EDGE OF GRAVEL G O i. \` / LANDOWNER: EDGE OF CONCRETE E" F ` DIERUF,GEORGE A h VIRGINIA S/ FrT \'� EDGE OF BUILDING _ � _ P.o.Box soa4 LOT 4A-3 �V BOZEMAN,MT 59n1-boas TREE CONIFER (SIZE AS NOTED) H L•_-.---------- I \\\ \1�.� \\ N-S�NCWATr �/ TREE DECIDUOUS (SIZE AS NOTED) �rl "• LANDOWNER: BDZEMAN DEACONESS HOSPITAi TRACT 3.4 915 HIGHLAND BLVD. .✓/NOR SOBD/Y/S/ON \ BOZEMAN,MT 59715-6902 A6 !BL �S,'C \ SHEET \ s \ Co.I OF s OVERALL SITE MAP © \\\ GENERAL N.T.S. NOTE/LEGEND PROJS 112 RECORD DRAWING 's DATE:10-1 -07 DATE:10-12-07 o� \ �N O N O m Z 0 H QN N K 0 I Z O N 7 Q STA. 11+71.75 — — — — — — PROP. B" SDR 35 p 0 MH #7 SANITARY SEWER MAIN LINE "D" +�I �o � L w w w w w w w w w w w �w w w w 0 o 11+00 11.00' O+DO REMOVE PLUG 1 AND INSTALL < 1 S—4s—9 S ; S 8 ; —s Ls—;TL 8" SAN SEWER S UP P uP UP U L" UP UP f N Z STA. 12+21.83 I ; o � �- —— 1 ' I + I I T S.S SERVICE (RT) STA. 11+08.38 STA. 10+94.32 STA. 10+47.53 STA. 10 18.81 4" SDR 26 ; I —S.S SERVICE (LT) S.S SERVICE (LT) S.S SERVICE LT S.S SERVICE (LT) J r - 11.00' I 4" SDR 26 4" SDR 26 4" SDR 26 4' SDR 26 P PE STA. 12+30.66 W°� S.S STA. t 7 SERVICE RT I- 6 S.S SERVICE L 4" SDR 26 l— 4" SDR 26 3 I DRAWN BY: LHL 12+36.09 REVIEWED BY:CGB S.S SERVICE LT 4" SOR 26 PROJECT ENGINEER:CGB �`:UP —UP U up u uv DESIGNED BY:LHL STA. 1 +33.68 S.S SERVICE (RT) 4" SDR 26 STA. 12+45.43 MH #8 NOTES: 1. EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST 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 STRAIGHT LINES OR AS INDICATED ON THE Q+ PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. SEWER MAIN LINE"D" 2. EXISTING UTILITY DEPTHS ARE ASSUMED, CONTRACTOR TO VERIFY DEPTH OF UTILITY PRIOR TO CONSTRUCTION. IF CONFLICTS SCALE EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN a/ ® 0 10 20 40 PLAN VIEW CONSTRUCTION.SCALE: 1" 20' i inch = 20' a m P6, 4840 * -� 4840 �+ Q a 4836 ~ .. .. - - - -- N 4836 Q; 1� NN ou.., a °6 Ci�K m (n N N .-aR1.4 Z 'F> i> + v m h�l CI] w 4832 `- — - - _" w- �'� ---- +W 4832 m d m s" PROP. FINISHED vt rn z GRADE AT rk ;�N �ti d w N= 4828 ` - _ _ _ — — — 4828 - - --- - -PROP, 8" -EXIST. GRADE WATER MAIN AT 4824 - - — 4824 W REMOVE C � CONNECT TO ao g EXI NG MAIM 4820 4820 (� - - - - o z Li 69.68'LF Ory 169.75' LF OF yw N W N 4816 - -- -8"-SDR 35. C -- R" mgas Pvc 4816 / x N 4 ^ o � � � lp � a a � as as as 42i m ~ v 12+00 11+00 10+00 SHEET a C3.2 OF 5 SEWER MAIN LINE"D" SEWER MAIN PROFILE VIEW s COTTAGES SCALE: i PROJECT:O6-2-120 HOR: 1" 20' RECORD DRAWING 3 DATE:10-107 VERT: 1" = 4' i 1p 0 op STA. 60+64.08 o a o WATER SERV. (RT) o 3/4" TYPE K COPPER STA. 50+45.03 rm WATER SERV. (LT) STA. 60+72.50 PROP. 8" D.LP. CL 51 WATER 3/4' TYPE K COPPER WATER SERV. (RT) I a N H MAIN WITH POLY WRAP STA. 50+67.67 3/4" TYPE K COPPER, STA. 50+91.00 WATER SERV. (LT) WATER SERV. (LT) 3/4' TYPE K COPPER STA. 50+22.3t I o 3/4' TYPE K COPPER WATER SERV. (LT) STA. 50+00.00 3/4' TYPE K COPPER REMOVE END CAP AND CONNECT TO EXIST. WATER a cn STA. 60+05.00 0 WITH B" GATE VALVE STA. 60+84.5 — 1 T + Z " 8" GATE VALVE I � STA. St+83.25 LINE "E" STA. 51+11.88 OFFSET 10' (RT) $ Z 3 STA. 60+00.00 LINE "F" WATER SERV. RT) - 2' BLOW-OFF c I — � I Z E D o 8" TEE 3/4' TYPE K COPPER - --� - - - ? 60 00 Z STA. 52+00.00 _ _ w —w—w w— I O _ - 3 .I Z U I 11' STA. 60+00.00 LINE "F"= w CAP END +00 - 5 0 - 0+ J ri w w w—�w—w—w w—i— —w J0' 1 w— —w w STA. 60+75.5 w w w z_= - s 5 —s ) 8" TEE I STA. 51+83.25 LINE "E" Q WATER SERV. (RT) d EASEMENT W; l I 3/4" TYPE K COPPER W l (S S S S 5 5 S, S 5 S - �.,1>J- - \ c S , PROP. 8 SS e � ' `� I c ; H� — — Q STA. 60+74.0 _ WATER SERV. (LT) --U• P �L UP UP UP E%IST. 8" DIP `, ,,� 3/4" TYPE K COPPER '^ t UPI UP U y- �"P OF P ,L �L WATER MAIN 7-: 9 1 I - 1 Ilip dfl—� do WATER MAIN LINE "F" FARMHOUSE LANE SEE PLAN HEREON 7 a:e PE WATER MAIN LINE "F" PLAN VIEW DRAWN BY: LHL WATER MAIN LINE "E" PLAN VIEW SCALE 1" = 20' REVIEWED BY:CGB SCALE: 1" = 20' SCALE ® PROJECT ENGINEER:CGB SCALE 0 10 20 40 DESIGNED BY:LHL 0 10 20 40 1 inch = 20' 1 inch = 20' v w � zz N N � W a N o < � 5 � W m °% d +W o 3 '��' o¢ > N GRAD ATATIOt E� ® Q Z m Z3 n $?wo rl^_- e� �� - -- 4836 I 4836 N N - — --- W 4836 4836 +a r v v r �R $ doom o; +a r­ a� o o $w N o �w>a ail wtai ivi dY 3 uo3 + + o m----- PSI o. m r> o -- o co -0 ix �w 1o� $ :�� o0�a m �^"' �� da o + W W +Wp + �V �?W NN 0+WFC7H\ -- W a < +a + o +I= 4832 4832 4832 a (~ 4832 dz< �~ n� $; �3 0; 0 N; pz= 1 PROP. GRADE `v w p t> AT --- - vl n. n �n �� cn. 0�z-- Gev ✓ ^� 4828 _ _ _ — — - 4828 4828 4828 COVER Q EXISTING GRADE 6.5 MIN 4824 4824 AT COVER I �" 4824 4824 - EXIST. - - -- - _jEXI'_ W -- - -- 8" DIP WAl — — GADF _ _ AT 4820 - - 4820 4820 - - 8--SS-MAIN 4820 84.5' LF OF B" D.I.P. CL 51 0 ON e" SS MAIN 200' LF OF 8" D.I.P. CL 51 WATER N WITH POLY WRAP 4816 WATER-MAIN WITH POLY WRAP -- 4816 4816 - - - - 4816 c N � rn n n ao n Zi 1p N O a FBI N N N Fy W W �z a a aia as as as Lz 52+00 51+00 50+00 61+00 60+50 60+00 Z g � r meq WATER MAIN LINE "F" PROFILE VIEW z x N c WATER MAIN LINE "E" PROFILE VIEW SCALE: Q E 10 SCALE: HOR: 1" = 20' HOR: 1' = 20' VERT: 1" = 4' Fi VERT: 1' = 4' NOTES: _ 1. EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION & AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES �1 (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE z �C PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. SHEET 2. EXISTING UTILITY DEPTHS ARE ASSUMED, CONTRACTOR TO VERIFY DEPTH OF UTILITY PRIOR TO CONSTRUCTION. IF CONFLICTS o C4"2 OF 5 EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. WATER MAIN i 3. INSTALL JOINT RESTRAINTS ON ALL PIPE JOINTS WITHIN 70' OF ALL FITTINGS AND END OF LINE. o COTTAGES a PROJECT:06-120 4, ALL TEES, VALVES, ENDS CAPS AND CROSS' SHALL BE MECHANICAL JOINTS WITH MEGA-LUGS. RECORD DRAWING DATE: 10-12-07 i � o <� o mo m Z � J N FRAME AND COVER TO BE EITHER CAIRD NO. 52441, MCI Q 305 FRAME. 305A COVER, OR IFCO 772 FRAME, 772-B o .�, COVER. COVERS SHALL HAVE 7" PICK HOLES. GENERAL NOTES: 1 / 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANA PUBLIC WORKS NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS, STANDARDS WITH CITY OF BOZEMAN MODIFICATIONS, LATEST EDITION, UNLESS MANHOLE RING & TOP SECTION, AND AROUND SEWER OTHERWISE APPROVED BY THE ENGINEER CONSTRUCTION SHALL BE DONE BETWEEN 8:00 ADJUSTABLE RINGS, PIPE INTO MANHOLE SHALL BE WATERTIGHT. JOINTING A.M. AND 5:00 P.M., MONDAY THROUGH FRIDAY. CD 2' MIN„ 12" MAX. z MATERIAL SHALL BE "RAM-NEK" OR EQUAL FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE 2. CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TRAFFIC CONTROL DESIGN z s WALL. TO CITY AND MDT PRIOR TO PRE-CONSTRUCTION CONFERENCE. COPY OF APPROVED 2 0"—I 3'-0" IN, TRAFFIC CONTROL SHALL BE PROVIDED TO DESIGN ENGINEER. CONTRACTOR SHALL 5" s" PRECAST REINFORCED CONCRETE TO BACK OF CURB ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, AND TRAFFIC CONES PER APPROVED o MANHOLE RISER & ECCENTRIC CONE CITY AND MDT REQUIREMENTS IN ACCORDANCE WITH THE MUTCD (INCLUDING MONTANA U 4'-0° TOP MANUFACTURED IN ACCORDANCE INSTALL PLUMB WITH WITH ASTM DESIGNATION C-478. PUMPER NOZZLE AMENDMENTS). ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE air MANHOLE FACING STREET-� -NEW HYDRANT. MUELLER PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN THE RIGHT OF WAY. STEPS AT 1 16" CENTERS � � SUPER CENTURION 250 3. CONTRACTOR SHALL PREPARE AND SUBMIT SEVEN (7) SETS OF BOUND MATERIAL MIN. a'-0" CLEAR ALL SUBMITTALS, INSURANCE CERTIFICATES AND CONSTRUCTION SCHEDULE TO DESIGN ENGINEER ONE WEEK PRIOR TO SCHEDULING PRE-CONSTRUCTION CONFERENCE. AROUND (TREES, HEDGES, INSURANCE CERTIFICATES SHALL BE PREPARED TO MEET CITY AND MDT REQUIREMENTS, O BUSHES, ETC.) MATERIAL SUBMITTALS SHALL BE REVIEWED AND STAMPED APPROVED BY CONTRACTOR PRIOR TO SUBMITTAL TO DESIGN ENGINEER. ag Ua O ADJUSTABLE SCREW TYPE 4. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES ' WHERE NEW FACILITIES CROSS OR CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR z 48 ON PLANS OR 0.2' ABOVE ELEVATIONS AS SHOWN VALVE BOX WITH LIDEXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTION TO TOP OF CURB GRADE -. aRi YARIABLE i MAKE NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY yo cn SHELF-SLOPE 1" PER FOOT TOWARD CROSSINGS SHALL BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO x�o lW25 K w -CHANNEL (SEE CHANNEL DETAIL) GROUND LINE ALLOW THE CONTRACTOR TO PREVENT GRADE OR ALIGNMENT CONFLICTS. �N r a m i FLEXIBLE GASKETED JOINT (TYPICAL CURB DSED 5, AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY FOR PREC T BASES - SEE DETAIL) 1 - EXCAVATION, THE CONTRACTOR SHALL, ACCORDING TO MCA 69-4-501, NOTIFY ALL " OWNERS OF UNDERGROUND FACILITIES AND COORDINATE THE WORK WITH THE OWNERS OF CHANNEL DIA.0�PIPE o - - SUCH UNDERGROUND FACILITIES. THE INFORMATION SHOWN OR INDICATED IN THE DRAWN BY: MMP CONTRACT DOCUMENTS WITH RESPECT TO EXISTING UNDERGROUND FACILITIES IS BASED �n ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF THE FACILITIES WITHOUT REVIEWED BY: CGB t T A T • '6 FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR l_ #4 BARS - 1'-0" c c M. THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. PROJECT ENGINEER:CGB l PRECAST OR POURED-IN-PLACE BASE. DESIGNED BY: MMP 5'-4" DIA. POURED-IN-PLACE BASE, MINIMUM CONCRETE 6. PIPE BEDDING AND BACKFILL ALL PIPES SHALL BE BEDDED WITH MINIMUM 4-INCHES (MIN.) THICKNESS BELOW PIPE IS 8 INCHES. OF TYPE 1 PIPE BEDDING AND BACKFILLED WITH THE SAME MATERIAL A MINIMUM OF •--RADIUS CONCRETE ADIUS OF PRECAST BASE, MINIMUM THICKNESS IS 6 6-INCHES OVER THE TOP OF THE PIPE PER CITY OF BOZEMAN STANDARD DETAIL MANHOLE � INCHES. ALL BASES REINFORCED AS SHOWN, 02227-1. PIPE BEDDING AND TRENCH BACKFILL SHALL BE PLACED IN LAYERS NOT SLOPE AT PER THRUST BLOCK- TO MAIN LINE EXCEEDING 8' IN LOOSE THICKNESS, CONDITIONED TO THE PROPER MOISTURE CONTENT W cn FOOT CHANNEL EL TO GROUT INVERT TO SPRINGLINE AND COMPACTED TO AT LEAST 97%RELATIVE COMPACTION. W FULL PIPE DEPTH _ OF PIPE IF GAP BETWEEN PIPE (Lf] AND CHANNEL IS GREATER THAN 1/8" JOINT AS REQUIRED 7. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED C" O 4 C6 PRE-CAST CHANNEL FOR PIPE SPECIFIED FOR TESTING ALL UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION Z PIA. OF SEWER PIPE FLOWLINE SPECIFICATIONS. COST OF ALL TESTING SHALL BE BORNE BY THE CONTRACTOR. i__ INSPECTOR SHALL BE ON SITE TO WITNESS ALL TESTING. CONTRACTOR SHALL NOTIFY UNDISTURBED EARTH- NEW 6" AUXILIARY GATE VALVE INSPECTOR A MINIMUM OF 24 HOURS (1 BUSINESS DAY) PRIOR TO TESTING. SECTION A-A MIN. 1/2 CUBIC YARD -RANGE JOINT 8. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION r'l WASHED GRAVEL - OVERNIGHT. ALL SUCH TRENCHES SHALL BE PLATED OR BACKFILLED, COMPACTED AND h� CLOSED BEFORE THE END OF EACH WORK DAY AND NORMAL TRAFFIC FLOWS RESTORED. O W (T)DETAIL ' MEGA LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN 9. PRIOR TO PAVING CONTRACTOR SHALL SCHEDULE A PRE-PAVING WALK THRU WITH A C5.0 SANITARY SEWER MANHOLE LIEU OF CONCRETE THRUST BLOCK THE CITY AND DESIGN ENGINEER. GENERAL CONTRACTOR AND PAVING CONTRACTOR �.y 4 C.O.B. STD DETAIL NO. 02720.3 SHALL ALSO BE PRESENT. z WATER �, a 3 DETAIL 9. UNLESS OTHERWISE SPECIFIED, WATER MAIN SHALL BE CLASS 51 DUCTILE IRON IN F" Q NOTE:WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE CS.0 FIRE HYDRANT CONFORMANCE WITH AWWA C151. WATER SERVICES SHALL BE COPPER, TYPE K E.., PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM C.O.B. NNEALED PIPE MEETING AWWA STANDARD C800. ALL OTHER APPURTENANCES AND .0.8. STO DETAIL N0. 02660-4 W OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE INSTALLATION TO CONFORM TO THE CITY OF BOZEMAN SPECIFICATIONS. IS LESS THAN 3' FROM THE EXISTING PAVEMENT OR CURB AND 10 CITY FORCES TO OPERATE ALL VALVES, INCLUDING FIRE HYDRANTS, ON EXISTING AND W GUTTER SECTION, REMOVE ANBD REPLACE ENTIRE PAVEMENT SECTION PROPOSED PUBLIC MAINS, CONTRACTOR SHALL NOTIFY THE CITY WATER DEPARTMENT A BETWEEN TRENCH AND EDGE OF PAVEMENT MINIMUM OF 24 HOURS PRIOR TO REQUIRING THE OPERATION OF VALVES. I—I EXT'G STREET 11. CONTRACTOR SHALL NOTIFY THE CITY WATER DEPARTMENT A MINIMUM OF 24 HOURS SURFACE CRUSHED ROCK PRIOR TO BEGIN WORK. L­1H __—_— 12. ALL NEW. CLEANED OR REPAIRED WATER MAINS SHALL BE FLUSHED, DISINFECTED 1/-Ty, W Q AND TESTED IN ACCORDANCE WITH AWWA STANDARD C651. F^�d SANITARY SEWER W _ 13. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPE SHALL BE PVC IN �pI I STALL DETECTABLE WARNIN CONFORMANCE WITH ASTM D-3034, SDR 35. ALL OTHER APPURTENANCES AND TAPE 18" MAX. DEPTH INSTALLATION TO CONFORM TO THE CITY OF BOZEMAN SPECIFICATIONS. TYPE "A' TRENCH BACKFILL AN PER DEQ REQUIREMENTS, CONTRACTOR SHALL HAVE SEWER INSTALLATION INSPECTED AND TESTED PER DEO PROCEDURES AND CERTIFIED BY A LICENSED ENGINEER. CONTRACTOR TO PROVIDE ENGINEER WITH 24 HOURS ADVANCE NOTICE FOR INSPECTION. MANHOLE TESTING SHALL BE PERFORMED PRIOR TO PAVING AND FINAL SURFACE SLOPING, BENCHING OR RESTORATION. SUPPORT SYSTEMS IN THIS d, AREA TO CONFORM TO 15. OPENINGS FOR CONNECTIONS TO EXISTING MANHOLES AND PIPING SHALL BE MADE BY h.4 O.S.H.A. REGULATIONS- SAWCUTTING OR CORE-DRILLING EXISTING MANHOLE STRUCTURE. USE OF PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED. CONNECTIONS TO BE WATERTIGHT AND SHALL W 6" PROVIDE A SMOOTH FLOW INTO AND THROUGH THE MANHOLE. SMALL CHIPPING k' TYPE BEDDING PLACED HAMMERS OR SIMILAR LIGHT TOOLS WHICH WILL NOT DAMAGE OR CRACK THE MANHOLE cn 000 g IN 6" MAX. LAYERS BASE MAY BE USED TO SHAPE CHANNELS OR ENLARGE EXISTING OPENINGS IF W rF71 AND COMPACTED 410ROUGHLY.-., — SELECT TYPE I BEDDING AUTHORIZED BY THE ENGINEER. MATERIAL PLACED IN 6" 16. CLEANING. PRIOR TO TESTING AND TV INSPECTION, CONTRACTOR SHALL FLUSH AND ~ Z (~ �. LAYERS AND COMPACTED AS SPECIFIED IN SECTION 02221. CLEAN ALL SEWER PIPE AND MANHOLES AND REMOVE ALL FOREIGN MATERIAL. 8 17. LEAKAGE TESTING. SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED 3 4 4" (IOCM) FOR LEAKAGE BY CONTRACTOR. LEAKAGE TESTS SHALL BE COMPLETED PER MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AND CITY OF BOZEMAN MODIFICATIONS. N W C TYPE 2 PIPE BEDDING _TRENCH WIDTH= -I COMPACTED SUBGRADE 18 TV INSPECTION. UPON COMPLETION OF ALL SEWER CONSTRUCTION, TESTING AND x N WHERE REQUIRED FOR - O.D. OF PIPE + 2' REPAIR, THE CONTRACTOR SHALL CONDUCT A COLOR TV ACCEPTANCE INSPECTION OF E'" o�c SOFT OR UNSTABLE FOUNDATION MIN. TRENCH WIDTH=3.5' ALL MAINLINES. THE TV INSPECTION SHALL BE CONDUCTED BY THE CITY OF BOZEMAN. SUFFICIENT WATER TO REVEAL LOW AREAS OR REVERSE GRADES SHALL BE DISCHARGED -SEE O.S.H.A, CONSTRUCTION STANDARDS FOR EXCAVATIONS, INTO THE PIPE IMMEDIATELY PRIOR TO INITIATION OF THE TV INSPECTION. THE VHS TAPE AND WRITTEN REPORT SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE. 2 DETAIL CONTRACTOR SHALL COORDINATE AND PAY ALL COSTS FOR TV INSPECTION. cs,u TYPICAL UTILITY TRENCH C.U.B. STD DETAIL NO. 02221-1 SHEET C5.0 OF 5 RECORD DRAWING 8 n> rnILS s SEWER&WATER a PROJECT:06-120 DATE: 1-10-07