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HomeMy WebLinkAboutUrban Villa Condos LEGEND b m r- - C1 y0G� m APE OF MONTgN9 l C C7 U z x d U) a MARK A. o ss EXISTING SANITARY SEWER MANHOLE g¢ I I �z a N DO W CHANDLER - S EXISTING SANITARY SEWER LINE a a a L L a U o No. 9518E5 --- W---- EXISTING WATER MAIN w -�+ p -9 a 0 Q j w� ci STF. p� II senis 3 H3S �. _ a Qa Q wa a �OMEER 0 -GAS- EXISTING GAS LINE SIX3 o of _ m M EXISTING HYDRANT w w a J N L_ _-J o z� ��� Sheet 1 of 1 Of a EXISTING WATER VALVE _ r _, ¢ Of o Q m m 0-`n w C m PP EXISTING POWER POLE w 11 O ro w Ol m cp "j �2 L_ NEW COB BENCHMARK: © EXISTING ELEC BOX a a iO `-n `r TOP OF ARROW BOLT=4638.12 O EXISTING TELEPHONE BOX 20 L o � N (CI Y OF BOZEMAN DATUM) o a E Z35 BUILDING TIE DIMENSION � � wow �r co ILITY EASEM E �8 PROPOSED SPOT ELEVATION x it -- - 3 UT-- � � m m *CO. SEWER SERVICE CLEAN OUT ® PROPOSED CURB STOP ��� 8" D.I.P. �yq,TER MAIN 274 L.F. un u TRAFFIC FLOW � � W VVN VV W W W -- II 01 n3 @� DRAINAGE DIRECTION o w W EXISTING MINOR CONTOUR LINE p`� - S S - PROP SE� 30' ITY EAS T- - i M /H J - i w Z EXISTING MAJOR CONTOUR LINE U � � YL ---- PROPOSED CABLE, ELEC, TELEPHONE oY "� III � �> 11 �O®®O® w '" AND GAS TO EACH BUILDING a -- _____ PROPERTY LINE x� �m ADJOINING PROPERTY LINE Scale In Feet 3 x�l ro 3 m --- -- -- -- a _= i3 -- - ---- EASEMENT LINE 20 0 20 °' 3 IcL _J not ----- YARD SETBACK LINE 7 PROPOSED CURB 6 0 6 w v z 5; /--1 Scale In Meters vU II o w ti OS&Y VALVE O <n w �• c ICI UQ senis 3, 3S o o SS ONI IX3 - - o 0 ASSUMED LocnnoNs FOR S S SPROPOSED 4" SS SE ICE OPEN SPACE B o OPEN SPACE A I 895 SOFT THE FOLLOWING UTILITIES 5 SOO'16'38"W - 500 SOFT SO '13'4S'W a US UG POWER ONE U 184.10 1 6.70 a UG BROADBAND CABLE U NO GAS ON SITE PROPERTY OWNER JASON SCHWARTZ n WATER MAIN EXTENSION PLAN 515 SOUTH BLACK BOZEMAN,MONTANA C1.0 SCALE: 1"=20-0" BENCHMARK a ARROW BOLT HYDRANT AT P NW CORNER OFF INTERSECTION OF N. y�yOQ AND CATALYST,TOP OF ARROW BOLT,, ELEVATION= 4649.44 FT, CITY OF BOZEMAN DATUM 5 ,10 01 LEGAL DESCRIPTION LOTS 3&4,BLOCK 2,CATTAIL CREEK SUBDIVISION,PHASE III SW 1 SEC.3N T. 1 S.,R.5 E. P.M.M.,OF CITY OF BOZEMAN,GALLATIN COUNTY, MONTANA F,�0\, �1,+�P�•\O'Pv��'O O,LS�Pi,L0�0 G �e +0{OeyO�o� eQP x 95, �•5OO �� O `rOOQ�6. U GENERAL NOTES N 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. WATER SERVICES 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE LT RT ' \ MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN 0+68.59 4" FIRE SERV. v ENGINEERING DEPARTMENT. O 0+70.59 1.5" DOM. SERV. 3. PRIOR TO THE THEC CITY O CBOZ MEETING, THE CONTRACTOR SHALL SUBMIT TO THE 2+13.31 1.5" DOM. SERV. ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., 4650 rl� FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. 2+14.81 4" FIRE SERV. INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL 2+16.31 4" FIRE SERV. FBI EQUIPMENT AND MATERIALS BY THE ENGINEER. SAPPLIES TO PUBLIC SEWER/WATER 6.5' C VER MAINS, STORM SEWER, AND STREET IMPROVEMENTS ONLY.) EXISTING GRADE 2+17.81 1.5" DOM. SERV. 2+69.98 4" FIRE SERV. 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE 2+71.98 1.5" DOM SERV. BEGINNINGG OF CONSTRUCTION. 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS 2+73.98 6" HYDRANT LEADiePRIOR TO BEGINNING CONSTRUCTION. R Mp,INCLA S 51 LL) 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. 27q.0 L rn O 7. TRENCH BACKFILL SHALL BE TYPE A, FOR ALL AREAS TO BE PAVED. DIP WA 8. THE INSTALLATION OF THE SANITARY SEWER SERVICE LINES FROM THE EASEMENT LINE TO 4640 Con THE BUILDINGS ARE THE RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR THIS PROJECT. FL=40.5 9. THE INSTALATION OF THE WATER SERVICE LINES FROM THE EASEMENT LINE TO THE BUILDINGS O ARE THE RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR THIS PROJECT. l 10. ACCORDING TO CITY OF BOZEMAN REQUIREMENTS, APPROVED DOUBLE CHECK BACKFLOW DATUM ELEV !�1 PREVENTION DEVICE MUST BE INSTALLED BY THE OWNER FOR EACH NEW BUILDING SHOWN. 4635.00 11. CONTRACTOR TO FIELD VERIFY LINE AND GRADE OF EXISTING SEWER AT SERVICE CONNECTION POINT n TO VERIFY ADEQUATE FALL FOR SEWER SERVICE. h a o o rn h n o a �<.i ro M ro ri ro a rn,O o Drawing Date: 08101/08 12. INTERIOR DRIVE AISLE SHALL BE POSTED WITH "NO PARKING, FIRE LANE" SIGNS AND CURBING PAINTED RED tO'o cO tO 1 a `° RECORD DRAWING 13. A STREET CUT PERMIT SHALL BE OBTAINED PRIOR TO CUTTING ANY PUBLIC STREET. a a 14. C&H ENGINEERING AND SURVEYING INC. WILL PERFORM INSPECTION WORK ON THIS PROJECT WHICH IS SOLELY O0O/O�/O0 FOR ENSURING THAT THE PROJECT IS BUILT PER THE APPROVED PLANS AND SPECIFICATIONS. THE CONTRACTOR 1+00 2+00 2+83.49 IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFTEY REQUIREMENTS BOTH FOR HIS EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. C2 WATER MAIN EXTENSION PROFILE �■ C1.0 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) #06246.2 NOTE: OF AS-BUILT PLAN BASED ON FIELD LOCATION OF GROUND-SURFACE FEATURES ONLY. INSPECTIONS AND TESTING DURING CONSTRUCTION AND FINAL TESTING OF LINES LEGENDS wa aux�s WERE NOT DONE. d a aw�.1 m B:�Ewa. _EB aB� o wa Bkxnaw% LEGEND �- 41 MARK A. � ss EXISTING SANITARY SEWER MANHOLE Boars a: i _ ______ o CHANDLER FLANGED OS&Y VALVE O Rwpe max srar:v�vB, _ �FGISTERF" -- S-- EXISTING SANITARY SEWER LINE �,�roe°�,,,�„carB,a""BB,aBa> DOUBLE CHECK vuVE I � � I f,�,�� MIN.REQUIREMEN --- W---- EXISTING WATER MAIN 4"OR LARGER CUSS 51As INDICATED ON DUCTILE IRON PIPE(TYP.) -GAS- EXISTING GAS LINE FLOOR ^°^R A Appa°vFo puN(s) 1 y� o a. ... � I © / � II I � Sheet 2 of 4 M EXISTING HYDRANT a MECHANICAL 3/4" MIN.Redi Rod,INSTALLED IN EVERY OTHER AVAILABLE M.J. -- JOINT BOLT HOLES(TYPICAL)-5/87 RODS ACCEPTABLE FOR 4" LINES EXISTING WATER VALVE kWN� C P �,. I W m m PP� 90'BEND WITH THRUST BLOCK " EXISTING POWER POLE pg STf / - I 1WATER SLR�ICIE .0 �,m P EXISTING ELEC BOX TBLOUCK - -- - -- - - -- - - - - - E TAP PING TEE&VALVE, CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF F 2'M o DOUBLE CHECK VALVE ASSEMBLY OR INSTALL VALVE AT X 6 N m 'c ❑T EXISTING TELEPHONE BOX PROPERTY LINE(TYPICAL I 1'MI UTI\R..M U FOR ALL RISER CONFIGURATIONS) 1. The FlRST fitting inside o/the building aholl be o UL listed flanged (D o 7.35 BUILDING TIE DIMENSION Kennedy or Mueller OS&Y valve the soma:.za a:ma fire:arviae Imo. OSWI `L N 2. Al Double Check Valve Assemblies shall be: / I eC.O. SEWER SERVICE CLEAN OUT UL or FM rated.b. Approved by the University of Southern Califomio Foundation forI L® PROPOSED CURB STOP PROVIDE FLEXIBLE, Cross Connection control ana Hyd lie Reaeamn(USCFCCCHR)for WATER-TIGHT CONNECTION operation, the proposed Position(vertical or hor taQ a: hown on approved pla os---- PROPOSED CABLE, ELEC, TELEPHONE FOR ALL WALL OR FLOOR o. Installed shown on the approved plane. / IJ " AND GAS TO EACH BUILDING PIPE PENETRATIONS. C a 3. A flow detection device hall be installed imm diotelye following the I L, �- E � Double Check Valve .-th(alarm heck valve,flow ne /alarm, Q.Q. I W PROPERTY LINE meter,eta.) ,hown on me approved plans.Paddle-type flow alarms not � I I ADJOINING PROPERTY LINE permitted on ary ayEt....4. A Double Detctr Check Valve A:::mbly ay be :tl ithEASEMENT LINE n FLooRCity of Bozeman m ter. The meter loop ofthe Double oe.tor CheckrZ7 Valve shall have a Double Check Valve A::ambly installed which meefs YARD SETBACK LINE the soma matonmion cdtda sp..if.d above m roq.i.-t number two. III 90 '��Bmrt 5. HodzonWl inafallofona must be a minimum of 2'above the fni:hed PROPOSED CURB Door. MECHANICAL / OS&Y VALVE JOINT 8. The fro amrvice deer moat bi a.rn 11. of 2'from any out:itle wall, 1/ 1114 and a minim of 1'/rom any interior wall. // / L L 1 7. The m g fire se is line shall be a minimum 6.5%and imam of 7.5'below the finished grade. / I 90'BEND WITH 8. Al fire service line oppurtenoncea shall have a minimum pressure i / F , THRUST BLOCK rating of 175 PSI. / I 9. Al fire aernce lines 4'and larger shall be Class 51 Ductile Iron Pipe. 10.Line,zing: The Double Check Valve A::ambly:hall be equal in / I to both the inc inq pipe diameter(upstream)and .[going pipe diameter I (downstream). For example,a 4"fire service line shall have Double Check Valve ABeBmNy. - / a �''MIN.,2'MAX. � ��FIRE LINE FLAN PROPERTY OWNER 3 / 1 JASON SCHWARTZ FL2 SCALE: 1"=10-0"' 1r�7/1J,N 515 SOUTH BLACK sIm} BOZEMAN,MONTANA J 2'MIN.CLEARANCE lea ABOVE FINISHED FLOOR BENCHMARK ` / Z / ARROW BOLT ON HYDRANT AT NW CORNER OF INTERSECTION OF N.27TH AND CATALYST,TOP OF ARROW BOLT, STANDARD FIRE SERVICE % M ELEVATION= 4649.44 FT, CITY OF BOZEMAN SCALE: LINE INSTALLATION NO. 02660 13 CITY OF BOZEMAN DATUM / I STANDARD DRAWING NONE FOR CLASS I, II, & III SYSTEMS DEC 20$3 REV: MAY z605 LEGAL DESCRIPTION LOTS 3&4,BLOCK 2,CATTAIL CREEK SUBDIVISION,PHASE III / / I JO pP �O v CITY SW 1 OF BOZEMAN,GAL ATIN COUNTY,MONTANA GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN X6 y'0 O°j G dP� ENGINEERING DEPARTMENT. I I oaylP�Jyo66o Ox �J�Q ,h��0 TQT ��� 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE I •�o ti FQ�� i�`.�P��P V ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., I 00 `' FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. 11 00 Vyc' X INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. (APPLIES TO PUBLIC SEWER/WATER MAINS AND STREET IMPROVEMENTS ONLY.) O W O i 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE I r U BEGINNING OF CONSTRUCTION. / I TOP OF SLAB(53.75) I 1' MIN. Z 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS SEPARATION PROPOSE �rl!PRIOR TO BEGINNING CONSTRUCTION. / I GRADE N 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. / " 4650 7. TRENCH BACKFILL SHALL BE TYPE A, FOR ALL AREAS TO BE PAVED. / I XI TING 8. ACCORDING TO CITY OF BOZEMAN REQUIREMENTS, APPROVED DOUBLE CHECK BACKFLOW / 1.5 WATER SERVI I r�Yyl �F� PREVENTION DEVICE MUST BE INSTALLED BY THE OWNER FOR THE NEW BUILDING(S) SHOWN. - ---- - -- - -- --- I gg L V 9. FIRE LINE IN SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF BOZEMAN FIRE 1- I CLq S 51 01P I N -- - ---------------- I .. SERVICE LINE STANDARD. THE FIRE SERVICE LINE INCLUDING THE OS&Y VALVE ARE TO BE M INSTALLED AS PART OF THIS PROJECT. / 21 M I 3' v r 1 I� I F 44.40 F+�1 10. THE 4" FIRE SERVICE LINE IS TO BE PRESSURE TESTED AND CHLORINATED BY A SINGLE CONTRACTOR 11 / 1 M I /� V FROM THE POINT OF CONNECTION AT THE CITY WATER MAIN TO THE OS&Y VALVE IN THE BUILDING / UTILITY ROOM I 4640 Q1` N 11. APPLICATIONS FOR WATER SERVICES MUST BE MADE BEFORE THE FIRE SERVICE LINE 11 pp"" AND DOMESTIC SERVICE LINE CAN BE INSTALLED. / OSCX. VALVE I Scale In Feet O 12. THE 6.5' MINIMUM COVER OVER THE NEW FIRE LINE MUST BE IN PLACE OR SUFFICIENT INSULATION / 10 0 10 INSTALLED OVER THE FIRE LINE IF 6.5' OF COVER CAN NOT BE MAINTAINED, BEFORE THE LINE I W WILL BE ACTIVATED. /I DATUM Ft>•,?V L_ I 4655.00 3 0 3 13. THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE WITH "MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, / I Scale In Meters 5TH EDITION", MARCH 2O03 (SECTION NUMBERS WITH MPW PREFIX), AND "CITY OF BOZEMAN MODIFICATIONS TO MONTANA / PUBLIC WORKS STANDARD SPECIFICATIONS, 5TH EDITION, MARCH 2O04." I 14. ALL JOINTS BETWEEN FOUNDATION WALL AND VERTICAL RISER SHALL BE RESTRAINED. F= I 15. FIRE LINE IS A CLASS 3 SYSTEM. / I I Drawing Date: 11101112 16. ORIFICE TO BE 4", THE SAME SIZE AS THE FIRE SERVICE (4"). / L I 17. C&H ENGINEERING AND SURVEYING INC. WILL PERFORM INSPECTION WORK ON THIS PROJECT WHICH IS SOLELY / I FIRE LINE PROFILE BUILDING 2 FOR ENSURING THAT THE PROJECT IS BUILT PER THE APPROVED PLANS AND SPECIFICATIONS. THE CONTRACTOR FL2 SCALE: (1"=10'-0" HORIZONTAL) (1"=5'-0" VERTICAL) IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE / I MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFTEY REQUIREMENTS BOTH FOR e R HIS EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. A� DT TTT T AB-FL2 SCALE 1" = 5'-0" 1"l►7-D V�'1 #12697 SPOOF MOIyTq,�9i7 LEGENDNp p exE=saxE q,,,g �a MARK A. o aKraaw ME.-a eE sa eExa. .��awEa ox,xE AssEue LEGEND I I �-. I � � CHANDLER Bs EXISTING SANITARY SEWER MANHOLE / -$FLANGED oS&Y VALVE - I III o C. 9518ES -S-- EXISTING SANITARY SEWER LINE .1 DouBLE CHECK VALVE I IFr"' y9� �FCISTF-Rv"��p�'� �i--bab`.�°aRbbE°aeca"r°cursn`noEsi -- W---- EXISTING WATER MAIN 4" OR LARGER CLASS 51 MIN.REQUIREMENT) NEER P DUCTILE IRON PIPE(TYR.) � AS INDICATED ON -cns EXISTING GAS LINE FLOOR APPRoveD PLAN(s) y� I / II Sheet 4 C) 4 M EXISTING HYDRANT 4 MECHANICAL 3/4' MIN.Redi Rod,INSTALLED IN EVERY OTHER AVAILABLE M.J. I �I JOINT BOLT HOLES(TYPICAL)-5/6' RODS ACCEPTABLE FOR 4" LINES I OS Y VALVE 'I I V m m E EXISTING WATER VALVE MAIN j C m m 8 pp 90'BEND WITH THRUST BLOCK / I ,' 3' X 6' I I a In n EXISTING POWER POLE � _ / 2, / UTILITY ROOM n HRUST © EXISTING ELEC BOX BLOCK / ` t TAPPING TEE&VALVE, CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF I R SERVC � a._. DOUBLE CHECK VALVE ASSEMBLY ��I III OT EXISTING TELEPHONE BOX OR INSTALL vaLVE AT %`� �'I I (fJ S e P PROPERTY LINE(TYPICAL l� D BUILDING TIE DIMENSION pla FOR ALL RISER CONFIGURATIONS) 1. The FIRST fitting inside of me builtling shall be a uL listed flanged I 0 'e 7.35 Kennedy or Mueller OS&Y valve lne same size as the fire service line. I (D .C.O. SEWER SERVICE CLEAN OUT z. Al Doable Check Vame Assemblies shall be: a. UL of Sou --- - --- -- --- C or FM listed, r m ® PROPOSED CURB STOP b. Approved by the Uaiversity them Cauromm Fouadotion for / Cros Connection Control and Hydraulic Research(USCFCCCHR)for I Q) PROVIDE FLEXIBLE, p WATER-TIGHT CONNECTION operation in the proposed position(vertical or horizontal)as shown on U) ---- PROPOSED CABLE, ELEC, TELEPHONE approved pions. / I I 01 L FOR ALL WALL OR 4�OOR c Installed as sM1own on the approvetl plans. m e AND GAS TO EACH BUILDING 0)a PIPE PENETRATIONS3. A flow detection device shall be installed imm diately following the PROPERTY LINE -tbla Check Valve Assembly(alarm check vdva,flow sonsar/alarm, / I ' L__ W meter, lco) shown on the approved plans.Paddle-type flow alarms not ADJOINING PROPERTY LINE permitted n dry systems. ---- EASEMENT LINE a. A Double Deleaor cheek vane Assembly may be s e wnn a taadare FLOOR City of Bozeman m ter. The meter loop of the Double Detector Check / I J coo ?C rC Valve snail nave a Double Check Valve Assembly installed which meets a1 W ---- YARD SETBACK LINE xxlsxEthe same msmumian aHt i.spedfiee above la regnir ment a-b-two. / C.O�- L r1- 00® w PROPOSED CURB 5. Horizontal inst llptipns-t be a mmlmum of Z'eobove me finid,ed floor. y MECHANICA OS&Y VALVE JOINT 6moimueriser mast be a mnimu or 2'from ouesiae wall,and a of 1'from any interior walLm day 7z The incoming fo-e setae line shall be a mimmam ss,and . T of Z.5'below the finished grade. 71 99 BEND WITH 8. All fire service line appurtenances shall hove a minimum pressure THRUST BLOCK rating of 175 PSI. 9. All fire service lines 4"and larger shall be Class 51 Ductile Iron Pipe. 10.Line sizinn: The Double Check Valve Assembin shall be equal in i / N I to both lne c min9 pipe diameter(upstream)o d oulgoln9 pipe diameter / (downstream). For example,a 4"fire service line shall hove a 4" / I [-- Double Check Vane Assembly. I I FIRE LINE PLAN x 1'MIN.,2'MAX. / PROPERTY OWNER EE� JASON SCHWARTZ 515 SOUTH BLACK 2'MIN.CLEARANCE I a BOZEMAN,MONTANA ah u1E ABOVE FINISHED FLOOR =�I �I= I z scale In Feet BENCHMARK I / / 10 0 10 I o+ �C;**� ARROW BOLT ON HYDRANT AT STANDARD FIRE SERVICE / 3 0 3 I yr �5F� �I N NW CORNER OF INTERSECTION OF N.27TH cy (j. P �J M AND CATALYST,TOP OF ARROW BOLT, CITY OF BOZEMAN SCALE: LINE INSTALLATION N0. DD3 0266'0-1.3 / Scale In Meters ELEVATION- 4649.44 FT, NONE EC 99 CITY OF BOZEMAN DATUM STANDARD DRAWING D FOR CLASS I, II, & III SYSTEMS r REV: M Y 2005 LEGAL DESCRIPTION LOT 3A BLOCK 2,CATTAIL CREEK SUBDIVISION,PHASE III,AMENDED PLAT J-415-A / / I I yOQFQP�`- JC'��G'IN) SW 1/4,SEC.35,T.1 S.,R.5 E OF P.M.M., P�OO CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA ;P) SAP? GENERAL NOTES / I Ox�ti F�O�G Ox0°�P<)� a�o5ti6 \�5 0 oP 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. I `�4� P� 0+y�`P? O /I QO 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE I I I I po' F0�0 MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ---- I OO 5�Q�iSe ENGINEERING DEPARTMENT. / F 3. PRIOR TO THE THE OF MEETING, THE CONTRACTOR SHALL SUBMIT TO THE / OS Y VALVE O I ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., / #3269 I I FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. I B OTHERS T 1 CY) INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL / I TOP OF SLAB(52.50) x `/ EQUIPMENT AND MATERIALS BY THE ENGINEER. (APPLIES TO PUBLIC SEWER/WATER I MAINS AND STREET IMPROVEMENTS ONLY.) X 6 I 1. RO OSED GR D w O 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE / UTILITY ROOM I U / I 4650 BEGINNING OF CONSTRUCTION. /2 I EXI TING GRq E I,C�� 5 PTHE RIOR ENGINEER IINE BEGINNINGAND THE CONSTRUCTION.CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS " C R SERVICE F�1 r-I 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. / 4' IRE I 68.4 LF 4" L 51 DIP 7. TRENCH BACKFILL SHALL BE TYPE A, FOR ALL AREAS TO BE PAVED. / I FIL=44.43 8. ACCORDING TO CITY OF BOZEMAN REQUIREMENTS, APPROVED DOUBLE CHECK BACKFLOW r l PREVENTION DEVICE MUST BE INSTALLED BY THE OWNER FOR THE NEW BUILDING(S) SHOWN. 4640 9. FIRE LINE INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF BOZEMAN FIRE SERVICE LINE STANDARD. THE 4" FIRE SERVICE LINE INCLUDING THE OS&Y VALVE ARE TO BE - - ---- - -- I �J INSTALLED AS PART OF THIS PROJECT. -- -- -- ----- ------- --------------- 10. THE 4" FIRE SERVICE LINE IS TO BE PRESSURE TESTED AND CHLORINATED BY A SINGLE CONTRACTOR I FROM THE POINT OF CONNECTION AT THE CITY WATER MAIN TO THE OS&Y VALVE IN THE BUILDING �/ �� I DATUM ELEV rTl 11. APPLICATIONS FOR WATER SERVICES MUST BE MADE BEFORE THE FIRE SERVICE LINE / ` I 4635.00 AND DOMESTIC SERVICE LINE CAN BE INSTALLED.12. THE 6.5' MINIMUM COVER OVER THE NEW FIRE LINE MUST BE IN PLACE OR SUFFICIENT INSULATION O/ I a a 0 INSTALLED OVER THE FIRE LINE IF 6.5' OF COVER CAN NOT BE MAINTAINED, BEFORE THE LINE / O WILL BE ACTIVATED. 13. THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE WITH "MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, I - 0+50.00 0+00 0.4 5TH EDITION", MARCH 2O03 (SECTION NUMBERS WITH MEW PREFIX), AND "CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 5TH EDITION, MARCH 2O04." / - 14. ALL JOINTS BETWEEN FOUNDATION WALL AND VERTICAL RISER SHALL BE RESTRAINED. 15. FIRE LINE IS A CLASS 3 SYSTEM. / I (Z FIRE LINE PROFILE BUILDING 4 Drawling Date: 06123108 16. ORIFICE TO BE 4", THE SAME SIZE AS THE FIRE SERVICE (4"). I FL4 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) 17. C&H ENGINEERING AND SURVEYING INC. WILL PERFORM INSPECTION WORK ON THIS PROJECT WHICH IS SOLELY / j IL I FOR ENSURING THAT THE PROJECT IS BUILT PER THE APPROVED PLANS AND SPECIFICATIONS. THE CONTRACTOR / IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE e MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFTEY REQUIREMENTS BOTH FOR I /'��../-FL4 HIS EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. SCALE 1" = 5'-0" AS-BUST R 06/23/08 #06246