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HomeMy WebLinkAboutSpring Meadow Residence NOTES 4� a � �.\ II •1 1. ELEVATIONS ARE BASED ON CONTOUR MAP PROVIDED BY ARCHITECTURAL FIRM AND THE 7, CITY OF BOZEMAN WATER PERSONNEL TO BE GIVEN LOCATION AND OR ELEVATION OF EXISTING UTILITIES SHOWN IN THESE PLANS ARE BASED 24 HR.ADVANCE NOTICE PRIOR TO EXCAVATING 8' ON RECORDS OF THE VARIOUS UTILITY COMPANIES OR CITY OF BOZEMAN RECORDS. THE WATER MAIN AND 8"SANITARY SEWER MAIN. INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR I I / MUST CALL FOR UTILITY LOCATION AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION AND O 7 ,4a _ ��\ I ♦Y REQUEST EXACT FIELD LOCATIONS OF ALL UTILITIES.IT IS THE RESPONSIBILITY OF THE 8' 'CONTRACTOR'S MATERIALS AND TEST CERTIFICATE /I FOR UNDERGROUND PIPING'1$TO BE COMPLETED 0 CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH PROPOSED IM- I PROVEMENTS SHOWN ON THE PLANS OR CONTAINED IN THE SPECIFICATIONS. AND SUBMITTED TO THE CITY OF BOZEMAN PRIOR FIB TO THE ACTIVATION OF THE FIRE SERVICE LINE. ♦ �.\ I 2, 4'FIRE SERVCE LINE AND OTHER FITTINGS SHALL BE IN ACCORDANCE WITH MPW STANDARD 9. NEW 8'WATER MAIN EXTENSION SHALL BE �I�p SPECIFICATIONS AND THE CITY OF BOZEMAN,CITY STANDARD RENSIONS INCLUDING STANDARD CHLORINATED,PRESSURE TESTED AND PASS m AS BUILTS SHOW 24'x24'z24" TEE ) / I DRAWINGS NO.(S)MPW 02221-1.MPW/BZN REVISED 02718-1,BZN 02718-8.BZN 02213-2, W Q - ) BACTERIOLOGICAL TESTING A$PER MPW AND p AND 5'OF 24"MAIN AT THEN BZN 02718-4,BZN 02718-5. CITY OF BOZEMAN REQUIREMENTS-NEW 8'WATER 24'xIO'REDUCER AND 5 OF 10", THEN 24"W I MAIN EXTENSION SHALL BE INSTALLED WTH NO Q ' 10"xB'REDUCER AND 8"MAIN WITH / I 3. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CONTRACTOR,ENGINEER,AND THE LESS COVER THAN THAT OVER THE EXISTING WATER pJ l 8'x8"x6' TEE AND VALVE W/CAP AT(g) I CITY OF BOZEMAN PRIOR TO CONSTRUCTION.SHOP DRAWINGS AND SUBMITTALS MUST BE MAIN AND EVERY ATTEMPT SHOULD BE MADE TO w/ 3 SUBMITTED TO C.O.B.FOR RENEW 2 DAYS PRIOR TO PRECONSTRUCTION MEETING. OBTAIN THE MINIMUM REQUIREMENT OF 6'6'OF COVER. WWWa SSSV N 1` ' ss 4. TRAFFIC CONTROL FOR WORK CONDUCTED IN THE STREET WILL BE REQUIRED,AND CONDUCTED 10. APPLICATION FOR THE NEW WATER SERVICES CI] _ REMOVE 8'CAP h EXTEND SHALL BE MADE AT CITY OFFICES, S NORTH 8'MAIN 16'AND ADD 2 NEW I IN ACCORDANCE WITH MPW STANDARD SPECIFICATIONS AND THE CITY OF BOZEMAN REGULATIONS. 80x8'x4' TEES FOR WATER 8 I BOZEMAN AVE.,BOZEMAN,MT. (� FIRE SERVICE LINES THEN ADD O I I 5. REPLACE EXISTING VALVE AT STATION-50.3 WITH A RESILIENT SEAT VALVE. 11. CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS m !% CAP AND THRUST BLOCK i I OF NEW MAIN EXTENSION AND SERVCE LINES TO ENGINEER Y4"W 6. SEE ARTICLE 6-SEC.6.3 OF THE MPW STANDARD SPECIFICATIONS FOR CONTRACTORS OF RECORD. ENGINEER SHALL PROVDE AS-BUILT RESPON981UTY(TO BE DISCUSSED O PRE-CONSTRUCTION MEETING). DRAWINGS TO CITY OF BOZEMAN.. 6"W I 12. ALL FITTINGS SHALL HAVE A MINIMUM PRESSURE -�1 k�1 V �I (TYPICAL°ELBOW 4'z4'z450 ELBOW © ) �� I RATING OF 200 P51. DRAWN BY: GAM (TYPICAL of 2) (TYPICAL OF 2) \V - 1 A0'15 i ---- -F-_---_-___ `V O. \ THRUST BLOCKING SIZE AS PER T 4929 / -_-_-_-_-_-_-IOU-_____ _ STD.DRAWING COB NO.02713-1 JOB Na 947$ i♦ / - ` I I UNDISTURBED 22 // - -- 4930 _ i� _ �'N -- 0 -' SENDS -1 T\ EARTH (IYP.) PLOT SCALE 1 CONCRETE THRUST .0 GLAND BLOCK (TYP.) �1 f MJ GLAND . . � � � � �♦ � Lil C 1i1_� I D.I. MJ V_ P�.i / PIPE TEE PIPE / THRUST DEBL OCK- -6''M x 2'-6' PLUGGED TEE WITH P X 2'-0'LONG r MJ GLAND plpE PIPE I THRUST BLOCK AS .' _ / ♦ PER C.O.B.NGNO.02713-1 STANDARD VALVE VALVE AT STATION 00-50.30 DRAWI 4931 4930 TO BE LEFT IN PLACE WITH JIL 4930 - ® y / / % RESILIENT SEAT GATE VALVE Imo✓ _ _ / / % 2'-0'FROM EXISTING. ® }/{•MIN.CORROSION MJ VALVE O • RESISTANT ALLTHREAD THRUST BLOCK W/ RESTRANING ROD, PLYWOOD BARRIERS CONFORMING TO ASTM (CONNECTION TO BE - y MA A242 B1,INSTALL IN FIELD FIT) W cif HALF THE AVAILABLE - ` `•{ x _ /�// MJ GLAND D.I. D,I, FLANGE BOLT HOLES(TYP) r \ PIPE PIPE WHERE NECESSARY,CLAMPING D.I. \`/J LUGS DESIGNED TO FIT PIPE FOIE IRON PIPE,AND CON [--I CONFORMING TO AS 7 „ - 536-80 SMALL BE USED F� I S z IN coN,NNcnoN rnTM THE RESTRAINING RODS w O \ WI ALL FITTINGS D.I. D.I. WITH PaYETHELYNE PIPE PIPE �A1 1- 20' Y SITE PLAN B., SERVICE CONNECTION U N B.2 11-TRUST BLOCK D1L. � � Ora F1 NO SCALE F1 STATION -176.40 g s s g g s s �s- s - RISER LEGEND s s s 8 o m g n o - ® 4-FLANGED ELBOW a r T T REFER TO CITY OF BOZEMAN STANDARD DRAWING NO. 02718-6C ® 4'FLANGED DOUBLE CHECK VALVE ASSEMBLY AMES 200055 /1 CITT WILL INSTALL 4"WATER METER AT OWNER'S EXPENSE', Q 4-GROOVED RANGE 1--d OWiER WILL FURNISH AND INSTALL 4"DOUBLE CHECK VALVE WATER SERVICE - - - VALVE BOX - - ,-FIRE SERVICE ® 4"GROOVED ELBOW VALVE BOX CONNECT TO DOMESTIC CONNECT TO FIRE FINISH GRADE MAIN VALVE ® ® n ® 4'GROOVED TEE 4932.0 WATER SUPPLY SYST.�` /SPRINKLER RISER -- - _ BOX _. 493ZO 4'CHECK VALVE CENTRAL 01 Y. AL CHECK ALW-90 4930.0 ----- q °auaaxa © TAMPER SWT04ES POTTER OSTSU IF lii�ll 49300 ® 4-OSkY KENNEDY OR MUELLER N 4928.0 TO ,PIPE 6•-6. - - _ _ 49280 O � 4-DRY PIPE VALVE CENTRAL AG W/TRIM �- COVER MIN. � � �� con M 492g.0 _ _. -- - _ 4926.0 0 ® © Q PRESSURE SWITCH POTTER MODEL PS10A 1 O ©O ® RISER MOUNTED AIR COMPRESSOR GENERAL 4924.0 STANDARD DRAWING 4924.0 © 1-GLOBE VALVE �NT A CITY OF BOZEMAN _ - - / �{' MODIFICATIONS TO NEW 4" FIRE O6 2W ® V.C�NIPPLE,3-WAY VALVE,WATER GAUGE, N 4922.0 MPW NO.02713-1 ERNCE LINE. 4922.0 (dHRUST'BLKG.)' - r��+ D © a I ® ® 2-ROW SWITCH POTTER VSR-F 4920.0 TOTAL LENGTH �, _ 0��`O ® ©® HEAD CABINET 12 0 w' NEIIL�,_RYA 4920.0 ` ( ) s _- - - -I SERNCE LINE O - _ /p /p `.I III 'EXIST. WATER MAIN / ®/ ® I ® HORN/STROBE ASSEMBLY a°°'owAL tW? ONTO PROPERTY © - _6 T1G ® 4C21,WV9 FIRE DEPARTMENT CONNECTION W/WALL PLATES N x� O O ® ® W'BALL DRIP d R qq R d 8 8< - < a ,TT_ T O 4C2 GROOVED REDUCER a 1t�i �� R ® I t T I I1-4-96 <�^ < R'•b i o 2'BUTTERBALL W/TAMPER SNITCH y 0 Y GALV 45,1'GALV X-2 TOE,1'SOLD GALV WALL PLATES Y 4'FIRE SERVICE 0 2'GALV 45,2'GALV C-2 TOE,(2)2'SOLID GALV WALL PLATES Fl PROPOSED DOMESTIC FIRE SERVICE LINES VERT.1'_4' SCALE; HORIZ.1"-20' c FIRE SPRINKLER RISER ® 4-FLOW ALARM F, NO SCALF ® COB STD.DWG NO.02718-6A