Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Norton Ranch Subdivision Phase 2
CONSTRUCTION DRAWINGS FOR NORTON RANCH SUBDIVISION PHASE II LOCATION MAP NO SCALE APPROVED BY: © This document was prepared by Morrison - Maierle, Inc. and may contain confidential or privileged information. Morrison - Maierle, Inc. retains all common law, statutory, and reserved rights including the copyright thereto. Unauthorized use of this document is strictly prohibited and may be unlawful. N\ 5149 \001 WCAD\RECORD DRAWINGS 5- 1- 13\COVER.DWG PLOTTED BY COOPER KRAUSE ON 6 /17/2013 BOZEMAN, MT RECORD DRAWING MAY 2013 PREPARED BY: MORRISON su' yo� Quality Assurance Number Scientists MAIERLE, INC. Planners PROJECT — An ErUp/nyee -Owned Co nyeny LOCATION 2880 Technology Blvd. Bozeman, MT 59718 ProJecl Number Phone: (406) 587-0721 Fax: (406) 922-6702 COPYRIGHT© MORRISON-MAIERLE, INC., 2013 JAMES NICKELSON Project Manager CLIENT: NORTON PROPERTIES, LLC. VICINITY MAP NO SCALE MORRISON -J-J MAIERLE, INC. QUALITY ASSURANCE Pmgct Manager Quality Assurance Number Discipline Head or Office Manager Office Manager Approval Date Peer Reviewer Project Principal ProJecl Number SET NO. MMI PROJECT NO. 5149.001 FRAME AND COVER TO BE EITHER D&L A -1172 RING WITH A -1178 COVER, EJW 3371/37]2 SERIES, OR APPROVED EQUAL. COVERS SHALL HAVE TWO 1- PICK HOLES. PROPERTY UNE OR EASEMENT UNE 7' NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING k TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BE ADJUSTING RINGS, GREEN STEEL POST 2' MIN., 12' MAX. WATERTIGHT. JOINTING MATERIAL SHALL BE'RAMI OR EQUAL BOULEVARD AT END CF SERVICE 4• VARIES r 51REET BUNIA- 5 g0�''� GROUND SURFACE FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL , - \ ' 2.6, 1 - 4 -O' PRECAST REINFORCED CONCRETE MANHOLE RISER B TYPICAL EXCEPT IN SPECIAL AND ECCENTRIC CONE TOP MANUFACTURED IN E STEPS • = ACCORDANCE WITH ASN DESIGNATION C -478. � OVARIES � CUMSTANCES WHERE CITY H „ r AT AT 16' 16' CENTERS APPROVED ALTERNATE LOCATION) GROUT INVERT TO SPRINGUNE OF PIPE IF GAP BETWEEN 2" X 2' PIPE AND CHANNEL IS GREATER THAN W. WOW MARKER PRE -CAST CHANNEL FLOWUNE SERVICE UNE SLOPE m Y < I PER FOOT MIN., 1'i" PER EMT yT4� 4' -0" VARIABLE Z 65' ELBOW MAX. f (MIN.) .... . SEWER MAIN % ii SHELF-SLOPE 1' OI PER F00T TOWPRp SIT�IIDI�,II IN UNE WYE FITTING FOR PLUG i FLEXIBLE GASKETm JOINT (TYPICAL CHANNEL SEE FOR PRECAST BASES - SEE DETAIL CHANNEL DETAIL ) NEW INSTALLATIONS. A SADDLE FITTINGS ALLOWED SERVICE INVERT NO FOR EXISTING INSTALLATIONS CHANNEL PIA. OF PIPE LOWER THAN SPRING 2jLY UPON APPROVAL OF LINE OF SEWER MAIN CITY OF BOZEMAN SEWER FOR WYE FITTINGS. DEPARTMENT. PRECAST OR POURED -IN -PLACE BASE POURED-IN BASE, MINIMUM BARS TPLACE p4 - -C COIJCREIE THICKNESS BELOW PIPE IS 5 DIA. 8 INCHES. PRECAST BASE, MINIMUM -4' THICKNESS IS 6 INCHES. ALL BASES (MIND REINFORCED AS SHOWN. SANITARY SEWER SERVICE LINE DETAIL RADIUS OF MANHOLE 'I SLOPE AT 1' NOT TO SCALE PER FOOT CHANNEL To CHANNEL an or eozsMAn srwDAxO DxAwxc xo. az�w -z (DSC. zoD3) FULL PIPE DEP NO STERN GRAN MANHOLES SHALL NOT HAVE FORMED CHAN.- AND THE DIA OF ED ST RIPE INVERT SHALL BE 9' HIGHER SEWER THAN BOTTOM OF MANHOLE. PIPE SECTION A —A SANITARY SEWER AND STORM DRAIN MANHOLE DETAIL NOT TO SCALE ....AN s< 0.0 DNA..ND xD. oz,zo-z (D D z XNCM— NAR zoos) INLET CASTING NEENAH R- 3067 -L, EJW 7W0, OR TRANSITION CURB k GUTTER DEFIER 204]l, OR TO MATCH INLET CASTING D i L 1 -3517 (TYPICAL FOR ALL INLETS) �- ' NOTE WHERE TRENCH PASSES TRRQUGH ALONG EXISTING PAVEMENT THE PAVEMENT SHALL ALONG A NEAT VERTICAL PRECAST CONCRETE, N -30W OR C -30W ( 0m UNE IN MINIMUM OF 12' LINE IS FROM THE EDGE OF THE TRENCH OPENING. WERE NEAT UNE IS LESS THAN EDGE DGE (SECT! 1.. E OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION, N, VARIABLE (3' MIN.)'.':. REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT. INLET •' •; N0. 4 BARB AT U CENTERS MAX., SPACED EQUALLY 3' -0" TING EXIS STREET SURFACE NEENAH R-30 R- 3067 -L, 4' MININUN, � D EJIW 70 20471., OR ]' MAXIMUM 0 & L I -3517 • L TRENCH WALLS WITH 12'(30 MIN. OPENING DC SMOOTH an) SHORING REGRIND TO CONFORM TO O. S.H.A. REGULATIONS" . } . —ROD EXCEPMFRUM 7003E0)8NG • � • •• `' Y �- SUBGRADE OR OIRQUND SURFACE 6" FLAT OPENING ~ 6" (m) '� /fj/ SLAB COVER 4' DIA. PRECAST REINFORCED CONCRETE MANHOLE AND BASE. AS PER 4•_0" STANDARD DRAWING N0. 02720 -4 FRONT VIEW BACKBECK AS SPECIFIED SLOPING, BENCIING OR 4' -0" 4' MINIMUM, TO CONFORM TO O.S.H.A. INSTALL DETECTABLE SU PORT SYSTEMS IN THIS REGULATIONS- TO CONFORM TO UM ]' MAXIMMAX WARNING TAPE 18'(45cm) AREA O.S.H.A. REGULATIONS- OPENING • CE SMOOTH ROD \ \\ CENTERED IN OPENING DEPTH (OPTIONAL) (EXCEPT FOR EJW ]030) O 1" MAX OFFSET ALLOWED FOR TYPE -A', 'B' OR 'C' CASTING BACK PIECE ADJUSTMENT TRENCH BACKFlLL VARIABLE • 2' -0' • ! 6 '(15cm) B MIN. P Y rte-'; f E P REDOING •' RI MATERIAL L PLACED MA TYPE I PIPE BEDDING IN 61 LAYERS k COMPACTED AS SPECIFIED PLACED IN b "(15cm) MAX. % D N LAYERS AND COMPACTED IN SECTION 02221 THOROUGHLY ONE EXTRA BAR IN BOTTOM �O r o00 \/ (ALL SIDES) CURB AND COTTER TO BE WARPED / 9• TO MATCH INLET. BLOC FOR ca TO�UTT JJ DESIGNERS WILL PROVIDE ADDITIONAL 12' RCP (TYPJ :i -L .. ,f :'.- • -�. -.. • DESIGN DETAILS TO FIT SPECIFIC CONDITIONS. �/ < TRENCH WIDTH =O.D. OF PIPE TYPE 2 PIPE BEDDING / PLUS 2'(60cm) 24 6" WHERE REQUIRED FOR J SOFT OR UNSTABLE MIN. TRENCH WOTi-3.5'(1.1m) SIDE MEW FOUNDATON - ///i\\ NIj jjjj� FLAT SLAB COVER • SEE O.S.H.A. CONSTRUCTON STANDARDS REINFORCEMENT AS PER STANDARD DRAWING 02720 -6 FOR EXCAVATIONS 36" TYPICAL UTILITY TRENCH DETAIL STANDARD SQUARE STORM DRAIN INLET DETAIL COMBINAMN MANHOLE AND CURB INLET DETAIL NOT TO SCALE NOT TO SCALE an or DO'... s7ANOANO �T.FO ONS - s�ANOwO ONAWND NO. O -, NOT TO SCALE • an W IrozwNl —NOMro D—G xa onzo-u (DE0 zaai7(NCMSTD MM zoos) an w earE.MeN —NOA. D ... No. oz .e (Der. zow)(xsxsm MANw 0) VERIFY SCALE! REVISIONS DRAWN BY: PROJECT NUMBER NO. DESCRIPTION DATE BV THESE PRINTS MAYBE REDUCED. LINEBELOW MEASURES ONE INCH ON MORRISON zB60TechnoloT S.d.W. CHKR_Bv: Engineers Bozeman, MT 59718 NORTON EAST RANCH SUBDIVISION, PHASE II 5149.001 SHEET NUMBER ORIGINAL DRAWING. SUNBy0l5 APPDATE: BOZEMAN MT �� I �� MAIERLE INC. Scientists DATE: 05/2013 Planners Phone: (406) 587 -0721 DRAWING NUMBER MODIFY SCALE ACCORDINGLY! 4a p7oYa�_owaed Company Fax: (406)922 -6702 Q.A. REVIEW BY COPYRIGHT V MORRISON4MAIERLE, INC, 2013 DATE: SANITARY SEWER & STORM DRAINAGE DETAILS D -1 N:\5149\001\ACAD\RecordDmwings5-l-l3\D-lthruD-6.dwg PloRed Dy cooper kmuse on Jun /17/2013 a \ SEDUCES. Y DIMENSION FOR THRUST BLOCKING FINISH GRACE CURB BOX 1 1' VALVE BO TOP SECT aai /ff mD NORTON EAST RANCH SUBDIVISION, PHASE II BOZEMAN MT PROJECT NUMBER 5149.001 I DESCRIPTION DATE UE JER N-15428 8' MIN. H YAY YBY t'-0' Pd 1'-6' CB10' Y�Y D'BT x'-T INSTALL PLUMB WITH �TO BACK OF CURB Y -T Y -Y ' -1T PUMPER NOZZLE NEW HYDRANT, FACING STREET MUELLER SUPER CE NTURION 250 Y -T Y-a' Y -Y Yd Yd Y -T t' -Y t'd tT Y -Y AROUND (TREES, HEDGES, MIN. tY e•_T Y -1T L' -T e'd Sd Y -Y Y -T Y -Y COPPER 5 Y Y tC T T t-e' YET Yd Y -T THRUST BLOCK DETAIL (FOR WATER MAIN FITTINGS) NOT TO SCALE REBAR ANCHOR \ , t'j. g• NOTE COAT RODS WITH 'KOPPERS' BITUMASTC NO. SO COATING OR EQUAL THRUST BLOCK DIMENSIONS 100 1 0 200 I 1 1 A A A A A 1 2 Y _ 1 2 - - i Y-x z x•� Yes Y Y~ a•-a .6 b Y-o t x ♦ a•� a' t a• 1 4 Y T Y aro Y Y e -I ♦-o' f-a s• M• cb Ts Y 6 3 8 24 t -e a .•b e•-e Y Y Yd Y e•-e e Y NOTE: PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN SYSTEM. THRUST BLOCK NG AND ANCHORS ARE REQUIRED ON ALL 6' VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER. MEAG -LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN UEU CONCRETE THRUST BLOCKS. THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES. THRUST BLOCK DETAIL ( FOR WATER MAIN VALVES) NOT TO SCALE Iry a DozE.,w sAxon.D oxn'MxG xo osam a (DEC xooa) PROPERTY LINE I CURB 8 CUTTQt SIDEWALK I}1 1 FIRE HYDRANT 3' MIN. T VARI BLE VALVE ~] (TAP.) �— HYDRANT LOCATION DETAIL NOT TO SCALE SURFACE 5' SIDEWALK r (TYP.) �w 1,--( VARIES SEE DETAIL , BELOW STEEL POST MARKER PAINTED BLUE SURFACE I --1 a-- 1' CURB BI PROVIDE 5' STATIONARY_ ROD IN ALL CURB BOXES 6 COVER 8' - (TYPICAL EXCEPT IN SPEC CUMSTANCES WHERE CIT' APPROVED ALTERNATE LOCJ CURB STOP ----NO COUPUNGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM BASE MATERIAL CORP. STOP TO CURB STOP FOR Xi' AND 1' SERVICES. STRAIGHT COPPER PIPE SHALL BE USED FOR 1 )S' AND 2' SERVICES Od7.1/L Ol' 4 SELECT MATERIAL BACKFILL AREA PRO "r CORPORATION STOP (SEE SPECIFICATIONS) 1%�erv4.wr°iOx N6rj / �� / / / / / / /// SERVICE PIPE \� / % /ii /���i % /� / / /�i% r6" MIN. GENERA NOTES: �p 1 TIBET COOVVERCSHpLL BE MELLASURm FRpA IMCEN1Qt �NEOST'1REEVET COVER MEASURED ONCE ONES RRE LAID TO ACU SFff� SIIDEE WHICH HAS AN UPHILL SLOPE. WATER SERVICE LINES SHALL HAVE A MAXIMUM 7 )h FOOT COVER AT CURB STOP. 2. WATER SERVICE UN ES SHALL BE INSTALLED WHERE SHOWN ON IN DRAWINGS OR AS SPECIFIED. , BEDDING SHALL BE 1' DIAL MAXIMUM MTHIN 6' OF SERVICE PIPE. C INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF - POSITION. NO VERTICAL REQUIREMENTS- fig' SPECIFIC MONTANA DEPARTMENT OF + H TH AND E RENTAL SCIENCES 1 APPROVAL IS REQUIRED FOR A HORIZONTAL WATER OR SEPARATION DISTANCE LESS THAN 10 FEET 1 SEWER MAIN AND FOR A VERTICAL SEPARATION DISTANCE .I, OFD 111. 1.5 FEET BETNEQI WATER MAIN AND GRAVTY SENOR, WATER OR ® NO EXCEPTION TO THE MINIMUM SEWER MAIN SEPARATION REQUIREMENT (VERTICAL OR 10' -0° MIN. (Do HORIZONTAL) IS PERMITTED WHEN THE SEWAGE CARRM G PIPE IS A FORCE MAIN. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER MAIN OR SEWER FORCE PARALLEL ARRANGEMENT MAIN JOINTS WALL BE ADEQUATE AND AS FAR AS POSSIBLE FROM THE WATER MAIN BEING CROSSED. L C47 L ® WHERE LESS THAN 18 INCHES OF VERTICAL SEPARATOJ HAS BEEN APPROVED L 2 L 2 BY BOTH THE CITY OF BOZEMAN AND THE MONTANA DEPARTMENT OF HEALTH AND EXISTING ENVIRONMENTAL SCIENCES, THE NEW GRAVITY PIPE SEWER ANN, OR THE NEW WATER MAIN, AT THE CROSSING SHALL BE MADE FROM A FULL LENGTH OF PIPE CENTERED ON THE CROSSING, AND THE CROSSING ANGLE SHALL ® NEW PIPE BE APPROXIMATELY SO DEGREES. NEW GRAVI TY MAINS CROSSING WITHIN 18 INCHES m ® EXISTING i OF A NEW OR EXISTING WATER MAIN MUST PIPE 9 ® NE PIPE ALSO MEET OR EXCEED THE REQUIREMENTS OF m ® PRESSUREM AIR TESTING OF INSTALLED SEWER PIPE, (UN- I B -90, OR LATEST VERSION). - - ® Y' IS THE LONGEST AVAILABLE STANDARD LENGTH OF PIPE AS SUPPLIED BY A PIPE MANUFACTURER. CROSSINGS (3) ® ADEQUATE STRUCTURAL SUPPORT FOR PIPES AT CROSSINGS SHALL BE PROVIDED. WATER AND SEWER MAIN SEPARATION TIIONDETAIL NOT TO CONCRETE THRUST MJ GLAND BLOCK (TYP.) MJ GLAND D.I. MJ TEE D.I. ® D.I. PIPE ,PIPE O PIPE 1 MJ VALVE MJ GLANI II PIPE MJ VALVE MJ GLAND - D.I. PIPE 'ye MIN. CORROSION RESISTANT ALL THREAD RESTRAINING ROD, CONFORMING TO ASTM A242 -81, INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINT BOLT HOLES (TYP.) WHERE NECESSARY, CLAMPING LUGS (ROMAC "DUCTILE LUG' OR EQUAL) DESIGNED TO FIT DUCTILE IRON (D.I.) PIPE. AND CONFORMING ED ASTM 538 -80 MAY BE USED IN CONJUNCTION WITH THE RESTRAINING RODS. TYPICAL VALVE /TEE RESTRAINT DETAIL NOT TO SCALE .1 of .—AN Gi ... DRAM.. xD. OxGGG o (DEC 2—) WATER SERVICE LINE DETAIL NOT TO SCALE an or DozExut srnxonxo oxnMxc xo. oxsao -e (DEC xooz) FINISH GRACE CURB BOX 1 1' VALVE BO TOP SECT DRAWN BY: zBBO a—, T,chnology 1911 W. CHK'D. ev: MORRISON Engineers Bozeman, MT 59718 � SUNey0l5 APPR. er Planners Phone: (406) 587 -0721 dII, MAIERLE INC. Plann6`6 DATE: REVIEW Fax: (406 922 -6702 Q.A. REVIEW ,4n;�pJoy�- o1T>nea Company ) gV. COPYRIGHT ® MORRISON-MAIERLE, INC,, 2013 DATE: NORTON EAST RANCH SUBDIVISION, PHASE II BOZEMAN MT PROJECT NUMBER 5149.001 I DESCRIPTION DATE UE JER N-15428 8' MIN. H 8' -0" MAX. STRAIGHT 3' -0" MIN. DRAWING NUMBER D-2 RTMBRASS INSTALL PLUMB WITH �TO BACK OF CURB \D-1 thru D -6.dwg Plotted by Cooper kmuse on Jun /17/2013 PUMPER NOZZLE NEW HYDRANT, FACING STREET MUELLER SUPER CE NTURION 250 OR WATERCUS PAGER MIN. 4' -O' CLEAR ALL 65' AROUND (TREES, HEDGES, MIN. BUSHES ETC.) ELEVATIONS AS SHOWN O COPPER ON PLANS OR 0.2' ABOVE TOP OF CURB ADJUSTABLE SCREW SERVICE LINE GRADE TYPE VALVE BOX r IMMA ED 11 2' COPPER SERVICE UNE GROUND LINE @ 2 COMPRES5a1 CUPU1ONG M• DIAMETER \ 3 4 NDISTURBEO y` CORPORATION STOP CURB BOX EARTH i� i MIN. 6.5' COVER PROVIDE ' GRAIN DIAL HIXE WATER \ MAIN TYPICAL BLOWOFF DETAIL - (XACRETE ' \� NOT TO SCALE THRUST BLOCK TO MAIN UNE CTr 0F DoxEVAN STANDARD DRnWNG xo OW60 T (DEC MC) Y JOINT AS REQUIRED FOR PIPE SPECIFIED L MIN. X CUBIC YARD WASHED GRAVEL `NEW 6' AUXILIARY GATE VALVE FLANGE JOINT M.IEGA -LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN UEU W CONCRETE THRUST BLOCK FIRE HYDRANT DETAIL NOT TO SCALE a G..—AN DRAMND x Gxa . ( xGGa> VERIFY SCALE! THESE PRINTS MAYBE REDUCED. LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. I I MODIFY SCALE ACCORDINGLY! NO. REVISIONS DRAWN BY: zBBO a—, T,chnology 1911 W. CHK'D. ev: MORRISON Engineers Bozeman, MT 59718 � SUNey0l5 APPR. er Planners Phone: (406) 587 -0721 dII, MAIERLE INC. Plann6`6 DATE: REVIEW Fax: (406 922 -6702 Q.A. REVIEW ,4n;�pJoy�- o1T>nea Company ) gV. COPYRIGHT ® MORRISON-MAIERLE, INC,, 2013 DATE: NORTON EAST RANCH SUBDIVISION, PHASE II BOZEMAN MT PROJECT NUMBER 5149.001 I DESCRIPTION DATE BY SHEET NUMBER WATER DETAILS DRAWING NUMBER D-2 NA5149 \001 WCAD \Record Drawings 5- 1- 13 \D-1 thru D -6.dwg Plotted by Cooper kmuse on Jun /17/2013 BACK OF R CURB R = 15' CROSSWALK F PT OROA, 3" 24' N0. 5 REBAR, 3" INTO BACK a C 1 (TYP.) OF CURB, 3° CLEAR 2 JOINT - A °2Z, MAX -. •, a '�-;- A 5. a, 5 °0 9DE VALK :20 SIDEWALK (TYP.): MAX. LANDING ° I n) v USE BLENDED TRANSITION RAMP WHERE LIMITATIONS DUB TO BOULEVARD WIDTH, RIGHT -OF -WAY, CURB RADIUS, OR INTERSECTION ANGLE PREVENT THE USE OF STANDARD RAMPS PER C.O.B STANDARD DRAWING 02529 -8 4 \ \r1 �. 9' (') STREET MARKER SIGN ° ,J( 1 C DOWEL BLVD VARIES 6' THICK CONCRETE SURFACE XXX Drop Curb ® Curb Transition O ' •` —2 MAXON IOPT smewALx 2' MIN. ts'� CLEARANCE 0 CURBE TO EDGE OF SIGN RAMPS TO BE CONSTRUCTED WIN DE ECTAR E WARNING SURFACES COMPUTING WIN ADAAG EXPANSION �� LANE COVERING THE ENTIRE WIDTH AND DEPTH OF THE RAMPS JOINT ExeA P. TYPICAL STREET MARKER SIGN LOCATION DETAIL ONE CORNER OF THE DETECTABLE WARNING MUST BE {� \ WITHIN 8° OF DUTIES FLOW UNE; NO OTHER POINT ON THE LEADING EDGE OF THE DETECTABLE WARNING MAY BE MORE THAN 5' FROM THE FLOW UNE sR c—c sTANnaRO SmeTVALK TO MwicB CaAne NOT TO SCALE an ar eozExAN snOT A.N. De no. oaeiD -a (grr. zooz) STORM DRAIN INLET 2° TO 2 Xz" DIAMETER BRASS CAP WITH ROUNDED TOP. SET FROM REFERENCE POINTS ENGINEER TO MARK STREET PAVEMENT MONUMENT POINT IN CAP (TYPICAL LOCATION) REINFORCE CONCRETE IN RAMPS NtTIi REINED CE CO A RATE OF 115 LWIN OR WITH 6xAT ATE WIRE MESH 12' 12^ TOP OF CURB TRANSITION TO NORMAL SIDEWALK + + ELEVATION. DISTANCE VARIES. + 9 AFTER INSTALLATION 6^ TO 9" BUT NO DEEPER THAN 14" K^ TO H^ BELOW PAVEMENT SIDEWALK } } FLOW ONE 5.5" NO LIPJ 5.5 "J VARIES 5' SIDEWALK 7 LANDING SECTION B -B ABOVE BOTTOM OF BOX. NO UP /// 30 1:2D V'Pw • 6 CONCRETE STANDARD 6^ 6° RAMP CURB SECTION 215° DEPRESSED 3' GRAVEL BASE (TYP.) SIDEWALK LANDING SECTION A —A U. F I .2- . MIN LEAVE GRAVEL EXPOSED GRAVEL FOR DRAINAGE. No LiP vJ. g.dewak 3 -0" STANDARD CONCRETE (B X MIN. SACK MIX OR BETTER) RD R PLACE PRECAST SECTION C-C AND SOLIDLYPLACED. 3" Gravel Base (TypJ CgISTRBCTION NOTES 1. STANDARD APPLIES TO NEW CONSTRUCTION, ICA MAX. CURB R=15', AND MIN. 5.5' BQUIEVPRDS 3. RAMP AND CURB CAN BE POURED CONSTRUCTED THICALLY. 3. STORM DRAIN INLETS SHALL BE CONSTRUCTED ^UPSTREMI" OF RAMPS ALTERNATIVE LOCATIONS PERMITTED ONLY UPON CITY ENgNEER'S APPROVAL. 4 CO "C1P�e fi" Concrete Rewforced wid.1.5 me. Fibamesh /C.Y. or6zfia10 Gauge Wve Meet SECTION A -A NON REINFORCED 6° MIN., ROUND OR SQUARES 0 Xi° CHAMFERED CORNERS OR REINFORCED PRECAST 4° SQUARE WITH )5° 4. RAMP W10T1 SHALL BE 5' MINIMUM. S SIDEWALK CROSS - SLOPES SHALL NOT EXCEED 2X No.wscaie CHAMFERED CORNERS AND 4 N. 2 ROARS. BOULEVARD SIDEWALK PERPENDICULAR PEDESTRIAN RAMP DETAIL INLAND NT BDx NUNO FOUNDRY CO. PATTERN N0. 1034 OR APPROVED EQUAL (15' MAX. RADIUS /5.5' MIN. BOULEVARD) BLENDED TRANSITION PEDESTRIAN RAMP TYPE I STREET MONUMENT DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE Cl ar ..-AS -N..O o .N. nD. azaze -e (xay. iees)(KIID -IL zoos) an or eozexnx srauonao DeAVnxc xD. ozsze -eA (,aea zone) an or ao 1- —.Al. DrzAx.xc xo. ozsze -a REGULATORY SIGN BLANK AS PER MUTCD STANDARDS, SIZE AS FLAT BLADE SPECIFIED ON PLANS STREET NAME SEE SECTION SIGN BLANKS MOUNTED BACK TO 09810 2.2 FOR HACK ON POST SIGN SIZES 18° DIAMOND BUCK PANEL WIN 9 RED 24^ r REFLECTORS, 3° MIN. SIZE - NUMBER OF PAN BY THE DIRECTOR OF P BLLIIC SERVICEUIREO 2' MIN. L 2' ROADWAY O 0 0 MIN. 0 0 24° 0 0 0 0 0 0 10'2° PERFORATED SQUARE TUBE POST 7' MIN. OR • • • • • • 0 0 • APPROVE APPROVED EQUAL) 2" PERFORATED SQUARE APPROVED EQUAL)AR OR W J ¢ NEW CONCRETE TRAIL ATTACH SIGNS TO POSTS WITH 34° DRIVE RIVETS (MIN. 2 PER SIGN) STREET MARKER SIGN REGULATORY SIGN 48" MIN. O O 0 PERFORATED SQUARE TUBE POST (14 GAUGE) FASTEN POST TO SLEEVE WITH 9(e° CORNER BOLT RL 1 ly ABOVE FINISH GRADE FINISH GRADE r2° a INSERY BOL� HEAD FROM INSERT DRIVE SIDE OF EXPECTED IMPACT. INSERT DRIVE RNET — INTO OPPO RE S DE. m ROADWAY GRADE ` :'' l SIGN POST FOUNDATION AS PER STANDARD DRAWING o9elasD" 4^ 2 Y• X 30 12 GAUGE NON - PERFORATED SQUARE TUBE SIGN POST SLEEVE °QUIK PUNCH" OR APPROVED EQUAL) ALL SLEEVES AND SIGN POSTS SMALL BE INSTALLED 24^ PLUMB. INSERT SIGN POST 18° IMO SLEEVE MAY FLY STREET MATCH UN E FOR 8' WIDE PEDESTRIAN BEGINNING &END OF TRAIL RAMPS, TYP. TYP. N -4000 CONCRETE ANCHOR 0.08 INCH i61 BLANKS �GNEERB PROPOSED SHARED USE PATH / 1 —e ";i GRADE RE CTIVE SHEERNGINUM, SIGN POST FOUNDATION DETAIL SIGN INSTALLATION STANDARDS DETAIL DEAD END BARRICADE DETAIL NOT TO SCALE SIDEWALK CONNECTION DETAIL NOT TO SCALE ax a e9TTMAx mANDAaD Dxn.xc no. Deno-z (A- Ieeo(E— NOT TO SCALE sT— I—M xD. oea.o-i (ADD. i9uXTeTIan e/mm7 VERIFY SCALE! REVISIONS DRAWN BY: PROJECT NUMBER NO. DESCRIPTION DATE E3 THESE PRINTS MAYBE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. 28s0TechnologyBIVd. W. MORRISON Engineers Bozeman, MT 59718 � SUNey0l5 CHK'D. Bv: APPS. BY^ NORTON EAST RANCH SUBDIVISION, PHASE II BOZEMAN MT 5149.001 SHEET NUMBER f--f Planners Phone: (406) 587 -0721 dII, MAIERLE INC. Planners DATE: 05/2013 DRAWING NUMBER MODIFY SCALE ACCORDINGLY! Fax: (406)922 -6702 Aapmy� -o oea co n�v COPYRIGHT V MORRISON-MAIERLE, INC, 2013 Q.A. REVIEW By DATE: STREET DETAILS D_3 N:\5149\001 WQAD \Record Drawings 5- 1- 13 \D-1 thru D -6.dwg Plotted by Cooper kmuse on Jun /17/2013 NnTEO. 1. APPROACH WILL BE PLACED MONOLITHICALLY. -3/6" MINUS CRUSHED GRAVEL 2. BOULEVARDS THAT EXCEED 12.0'(3.7.) IN DEPTH REWIRE A TRANSVERSE JOINT. 8 3. WHEN PLACING MONOUDHIC APPROACH BETWEEN EXISTING CURB & GUTTER, DOWEL WITH 2 /4 4X12'(W—) DEFORMED EPDXY COATED REBAR AT (A ENDS, SPACED FROM UP OF CURB 6'(15cm)- 14'(35an). SEE DRAWING NO. 02526 -2 Q 1��0 0. REFER TO SECTION 'STREET EXCAVATION. JP�A�S 3/4' MINUS CRUSHED GRAVEL CTON BACI(FILL & COMPACTION' OF THE MTO FOR & FOR UNSUITABLE SUBREPLAGEMENT DUE TO UNAIITPBLE SUBGRADE MATERIAL \ r PROPERTY UNE y1`\ EXPANSION / NO JOINT JOINT VERT APPR \ 2'VERT NMIUM 4 Ian) MAXIMUM � sG' (l / S 0, f 3� j� rl O' / SECTION '�yy"n0J A -A 0� t tn� \D-1 thru D -6.dwg Plotted by Cooper kmuse on Jun /17/2013 (15an) 0 JOINT 1141 Oq�i r, �nnG..• INVERT )4'(12..) SLOPE 4)S' C -LINE (11a1) 2'(15 —) MIN. 4 W(11am) MAX. )4'(12mm) UP ° •CENTER ° OPTIONAL BOTTOM OF CONCRETE UNE OF ALLEY) (FLOW UNE) SECTION A -A BOULEVARD ALLEY APPROACH DETAIL (WITH FLAIR SECTIONS) NOT TO SCALE TYPICAL TRAIL SECTION NOT TO SCALE NOTE USE 5' MADE 6' THICK SIDEWALK ADJACENT TO PARK PLACED 0.5' OFF RIGHT OF WAY LINE. R R/W 60' 2.� ' ' 7' 9' ¢ 9' 7' 7 5' 5' M,qR, 1 2� �05NG F DRxIVING�DRIV3N�G� PAORSN BLVj WZR IN CERTAIN LOCATIONS J INTEGRAL CURB J L PLANT MIX ASPHALT SURFACING, (TfPJ(SEE PLAN) & GUTTER 3' MIN. DEPTH COMPACTED SUB -GRADE 6' OF 1 A' MINUS CRUSHED GRAVEL BASE COURSE 12' MINIMUM OF 6' MINUS SUB -BASE TYPICAL "LOCAL" STREET SECTION NOT TO SCALE NOTE: EXCAVATE ROAD SECTION TO NATIVE GRAVELS. 5.4" (0.45') 2' I— —3'R TOPSq ± OP.OI �-311VT. 5. �/� 12' / Y 6° 7.5' o o O o CRUSHED GRA 000 O O O 0 O 0000000 O 000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BASE - 3' MIN 0000000000000000000000000000000 SUB -BASE COURSE AS REQUIRED 5' 1.5" I.' PER -3/6" MINUS CRUSHED GRAVEL V2' PER 8 9.5' DRAWN BY: zBB -a—B, MT 1Wd. W. CHK'D. ev: MORRISON Engineers Bozeman, MT 59718 � SUNey0l5 APPR. er III, MAIERLE INC. Planners DATE: 05/2013 Planners Phone: (406) 587 -0721 Fax: (406 922 -6702 Q.A. REVIEW ,An �lp7oyae- o1T>nea Company ) gY. COPYRIGHT ® MORRISORMAIERLE, INC,, (2013 DATE: DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB 3/4' MINUS CRUSHED GRAVEL COMPAI:IED SUBGRPDE TYPICAL TRAIL SECTION NOT TO SCALE NOTE USE 5' MADE 6' THICK SIDEWALK ADJACENT TO PARK PLACED 0.5' OFF RIGHT OF WAY LINE. R R/W 60' 2.� ' ' 7' 9' ¢ 9' 7' 7 5' 5' M,qR, 1 2� �05NG F DRxIVING�DRIV3N�G� PAORSN BLVj WZR IN CERTAIN LOCATIONS J INTEGRAL CURB J L PLANT MIX ASPHALT SURFACING, (TfPJ(SEE PLAN) & GUTTER 3' MIN. DEPTH COMPACTED SUB -GRADE 6' OF 1 A' MINUS CRUSHED GRAVEL BASE COURSE 12' MINIMUM OF 6' MINUS SUB -BASE TYPICAL "LOCAL" STREET SECTION NOT TO SCALE NOTE: EXCAVATE ROAD SECTION TO NATIVE GRAVELS. 5.4" (0.45') 2' I— —3'R TOPSq ± OP.OI �-311VT. 5. �/� 12' / Y 6° 7.5' o o O o CRUSHED GRA 000 O O O 0 O 0000000 O 000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BASE - 3' MIN 0000000000000000000000000000000 SUB -BASE COURSE AS REQUIRED 5' 1.5" I.' PER f W PER f— SIAPE V2' PER QSLOPE 9.5' DRAWN BY: zBB -a—B, MT 1Wd. W. CHK'D. ev: MORRISON Engineers Bozeman, MT 59718 � SUNey0l5 APPR. er III, MAIERLE INC. Planners DATE: 05/2013 Planners Phone: (406) 587 -0721 Fax: (406 922 -6702 Q.A. REVIEW ,An �lp7oyae- o1T>nea Company ) gY. COPYRIGHT ® MORRISORMAIERLE, INC,, (2013 DATE: DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB SO= 1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 (MPW SPECS, 1896 ED.) 2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 7' AND MINIMUM WIDTH OF W. 3. W EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.a, P.T.a CURB RETURNS AND AT NOT MORE THAN 700 INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FdLL DEPTH OF THE CURB AND GUTTER. C NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS REPRESENTATIVE 5. CONCRETE SHALL BE CLASS M -4000. 6. CRUSHED GRAVEL BASE SHALL MEET THE WQUREMENTS OF SECTION 02235 (MPW SPECS., 1996 ED.) FOR CURB AND GUTTER REPLACEMENT PROJECT$ WASHED ROCK MAY BE USED FOR THE GRAVEL BASE INTEGRAL CURB & GUTTER DETAIL NOT TO SCALE an a amcMAN Ir.H . oRA - 92am-1 (11— MAR. 29057 R R W 20' 8' e' D� ~ a: r AWx 4:1 MP% 2% 2% 4:1 MP% IL It 4:1 NM' PLANT MIX ASPHALT SURFACING, 3' MIN. DEPTH 5' OF 1 )4' MINUS CRUSHED GRAVEL BASE COURSE COMPACTED SUB -GRADE 12 MINIMUM OF 6' MINUS SUB -BASE TYPICAL ALLEY SECTION NOT G NOTES: THE WIDTH WITH PROPORTIONAL INVERT MAY VARY TO SATISFY THE DESIGN REQUIREMENTS OF INDMDUAL APPLICATIONS. FINISHED STREET SURFACE TO BE )4' TO lY ABOVE EDGES OF DOUBLE GUTTER. CURB TO CURB I ^M1DTH - VARIES FACE OF CURB FACE OF CUTTER �15' R (TYP) EXPANSION JOINT CONTROL JOINT A BACK OF CURB FLOWLINE \ A WITH CURB REBURN 6 FILLET AS ONE PIECE JOINTS WILL RE REQUIRED IF IXISIING CURB DOWEL WITH 5 :,A4 X 36' APPROX. EVERY 10 FEET RETURN, GRIND GUTTER SMOOTH REBAk EVENLY TO FORM WHEN THIS SPACED ON 1' CENTERS CHANNEL WHEN LEIS WITH 3 W OF COVER 6 THE HIGH SIDE WITH EXPANSION TUBES PLAN VIEW ON ONE END OF BARS 6' -0' STREET SURFACE 3 �• 1 SECTION A -A REINFORCE WITH e4 BARS ON 2' X V GRID DOUBLE GUTTER DETAIL NOT TO SCALE cm a 111MAN aTAN0Ax0 WA 10. 02521 -1 (0[c. 2000) VERIFY SCALE! THESE PRINTS MAYBE REDUCED. LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. I I MODIFY SCALE ACCORDINGLY! NO. REVISIONS DRAWN BY: zBB -a—B, MT 1Wd. W. CHK'D. ev: MORRISON Engineers Bozeman, MT 59718 � SUNey0l5 APPR. er III, MAIERLE INC. Planners DATE: 05/2013 Planners Phone: (406) 587 -0721 Fax: (406 922 -6702 Q.A. REVIEW ,An �lp7oyae- o1T>nea Company ) gY. COPYRIGHT ® MORRISORMAIERLE, INC,, (2013 DATE: NORTON EAST RANCH SUBDIVISION, PHASE II BOZEMAN MT PROJECT NUMBER 5149.001 DESCRIPTION DATE BY SHEET NUMBER STREET DETAILS DRAWING NUMBER D-4 NA5149 \001 WCAD \Record Drawings 5- 1- 13 \D-1 thru D -6.dwg Plotted by Cooper kmuse on Jun /17/2013 SLOT " TH =0.327 FT (3.9') 15' DIA. PVC OUT 12' TOP LRIM NO. 004 - g• - Engineers Bozeman, MT 59718 M 0 RRI S 0 N 2880 Technology Blvd. W. SONeysts �II� MAIERLE INC. Planners Planners Phax:(406) 587-0721 ( I M Employee -Owned Company Fax: 406 922 -6702 COPYRIGHT ® MORRISON-MAIERLE, INC, 2013 4784.00 T- a 6 i N: \5149 \001 WCAD \Record Drawings 5- 1- 13 \D-1 thru D -6.dwg Plotted by Cooper kmuse on Jun/17 /2013 "7 "A' PvC OUT 3 y� INV. WT- 9' 4781.50 CONTRACTOR _ _ TO GROUT (TW.) T 4' J I 3' -8' DIA. SLAB BASE SLAB SECTION POND 2 STORM DRAIN POND OUTLET STRUCTURE DETAIL NOT TO SCALE EX GROUND Ex. GROUND VARIES TOP OF POND III -IL =III- - pea,00 MIN '111- III =III ill= Ill�If= p =III -I WATER LEVaraas.00 �I 1L J1 4 4 BOTtt M OF POND 2 CROSS SECTION POND-4781.50 NOT TO SCALE VERIFY SCALE! THESE PRINTS MAYBE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. i--I MODIFY SCALE ACCORDINGLY! NO. rctvlal�lva DESCRIPTION DATE BY Engineers Bozeman, MT 59718 M 0 RRI S 0 N 2880 Technology Blvd. W. SONeysts �II� MAIERLE INC. Planners Planners Phax:(406) 587-0721 ( I M Employee -Owned Company Fax: 406 922 -6702 COPYRIGHT ® MORRISON-MAIERLE, INC, 2013 N: \5149 \001 WCAD \Record Drawings 5- 1- 13 \D-1 thru D -6.dwg Plotted by Cooper kmuse on Jun/17 /2013 0 INSTALL PREFABRICATED METAL END SECTION PER MPWSS 02725 DRAWN BY: CHK'D. BY: I APPR. BY LOZEMAN Q.A. REVIEW BY: TE: NORTON EAST RANCH SUBDIVISION. PHASE II POND DETAILS RECORD DRAWING PROJECT NUMBER 5149.001 SHEET NUMBER MT DRAWING NUMBER D—S E ARf O ALE: 1`50 E TRAIL, TYP. SIDEWALK, TYP. SHEET INDEX SHEET DESCRIPTION COVER SHEET G -1 OVERALL SITE LAYOUT — SHEET INDEX 0-2 STANDARD ABBREVIATIONS AND NOTES 0-3 MISCELLANEOUS — LEGEND AND NOTES SHEET NUMBER R -1 MAY FLY STREET PLAN & PROFILE STA. 4 +50 TO STA. 9 +50 R -2 BULL FROG DRIVE PLAN & PROFILE STA. 0 +00 TO STA, 7 +00 R -3 ALLEY 3 PLAN & PROFILE STA. 0 +00 TO STA. 7 +00 R -4 POND LILY DRIVE PLAN & PROFILE STA. 4 +00 TO STA. 11 +50 N:\5149\001\ACAD\Recorcl Drawings 5- 1- 13\G -1.dwg Plotted by cooper kmuse on Jun /17/2013 SS -1 MAY FLY STREET SANITARY SEWER STA. 4 +50 TO STA. 9 +50 SS -2 BULL FROG DRIVE SANITARY SEWER STA. 0 +00 TO STA. 7 +00 SS -3 POND LILY DRIVE SANITARY SEWER STA. 4 +00 TO STA. 11 +50 W -1 MAY FLY STREET 8" WATERMAIN STA. 4 +50 TO STA. 9 +50 W -2 BULL FROG DRIVE 8° WATERMAIN STA. 0 +00 TO STA. 7 +00 W -3 POND LILY DRIVE 8" WATERMAIN STA. 4 +00 TO STA. 11 +50 D -1 SANITARY SEWER & STORM DRAIN DETAILS D -2 WATER DETAILS D -3 STREET DETAILS D -4 STREET DETAILS D -5 POND DETAILS RECORD DRAWING— HYDRANT BENCHMARK ELEVATIONS. BULL FROG DRIVE HYDRANTS STA 0 +65 ARROW BOLT = 4786.11 STA 3 +60 ARROW BOLT = 4790.72 POND LILY DR HYDRANTS STA 4 +86 ARROW BOLT = 4790.83 STA 7 +85 ARROW BOLT = 4788.04 DATUM = CITY OF BOZEMAN BENCHMARK: FIRE HYDRANT AT INTERSECTION OF MAY FLY STREET AND STONE FLY STREET ARROW BOLT = 4792.74 VERIFY SCALE! THESE PRINTS MAYBE REDUCED. LINE BELOW MEASURES ONE INCH ON ORI GINAL DRAWING. RI MODIFY SCALE ACCORDINGLY! NO. REVISIONS DRAWN BY: zBBo Technology 5 718 CHILD. BY: MORRISON Engineers Bozeman, MT 59718 SI/NEy0l5 APPR. er did MAIERLE INC. Scientists DATE: 05/2013 Planners Phone: (406) 587 -0721 Fax: (406)922 -6702 Q.A. REVIEW p7oY�_oW�ed Company BY COPYRIGHT ® MORRISOR- MAIERLE, INC,, (2013 DATE: NORTON EAST RANCH SUBDIVISION, PHASE II BOZEMAN MT PROJECT NUMBER 5149.001 DESCRIPTION DATE BY SHEET NUMBER OVERALL SITE LAYOUT - SHEET INDEX DRAWING NUMBER G -1 N:\5149\001\ACAD\Recorcl Drawings 5- 1- 13\G -1.dwg Plotted by cooper kmuse on Jun /17/2013 ABBREVIATIONS AB ANCHOR BOLT EXT EXTENSION, EXTERIOR PC ABDN ABANDON F FLANGE PCP ASO ABOVE FAB FABRICATE PE AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FB FLAT BAR, FACE BRICK PEN ADDL ADDITIONAL PC FLEXIBLE COUPLING PERP ADJ ADJACENT, ADJUST FCA FLANGE COUPLING ADAPTER PH ADPTR ADAPTER FD FLOOR DRAIN PI AFF ABOVE FINISHED FLOOR FOR FOUNDATION PJF AHR ANCHOR FES FLARED END SECTION PL ALUM ALUMINUM PET FLARED END TERMINAL PLYWD ALT ALTERNATE F. ENT FIRE EXTINGUISHER PMP ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FF FINISHED FLOOR PUT APPROX APPROXIMATE FG FINISH GRADE FROST ARVD APPROVED FHYD FIRE HYDRANT PREFAB ARCH ARCHITECTURE, ARCHITECTURAL FL FLOOR, FLOW PRELIM ASPH ASPHALT FLEX FLEXIBLE PREP AVG AVERAGE FLG FLANGE PROP © AT FILL FLOW LINE PRO BD BOARD FIN. FINISH PS BFVLV BUTTERFLY VALVE FLR FLOOR PT BETW BETWEEN FOC FACE OF CONCRETE PVC OF BOTTOM FACE FRP FIBERGLASS REINFORCED PLASTIC PVMT BLDG BUILDING FOIL FABRICATED STEEL RAD BLK BLOCK FT FOOT, FEET RC BLW BELOW FTC FOOTING, FITTING RCP BM BEAM, BENCHMARK F TO F FACE TO FACE RD SOT BOTTOM GA GAGE, GAUGE RDCR BRG BEARING GAL GALLON REBAR BENT BRACKET CALM GALVANIZED REF CHAN CHANNEL GALVS GALVANIZED STEEL REINF CHK CHECK SLID GROUND RELOC Cl CAST IRON GRTG GRATING READ CIMJ CAST -IRON PIPE MECHANICAL JOINT GSKT GASKET RST CID CAST -IRON PIPE FLANGED JOINT GSP GALVANIZED STEEL PIPE RT CIPC CAST -IN -PLACE CONCRETE GVL GRAVEL R/W CIRC CIRCULAR GWB GYPSUM WALLBOARD SAN CJ CONSTRUCTION JOINT, CONTROL JOINT HAS HEADED ANCHOR STUD SCHED CL CENTER LINE HB HOSE BIB SDWK CLDI CEMENT LINED DUCTILE IRON HD HUB DRAIN SECT CLG CEILING HEW HARDWARE SILT CLR CLEAR, CLEARANCE HDR HEADER SIM CMP CORRUGATED METAL PIPE HK HOOK SLP CMU CONCRETE MASONRY UNITS HM HOLLOW METAL SP CO CLEANOUT HORIZ HORIZONTAL SPEC COB CITY OF BOZEMAN HP HORSEPOWER SPG COL COLUMN HR HOSE RACK, HOUR SPRT COMB COMBINATION HT HEIGHT, HEAT TRACE SO COLD CONCRETE OR CONCENTRIC HV HOSE VALVE SO FT CONN CONNECT, CONNECTION HVAC HEATING, VENTILATING, AND AIR CONDITIONING SO IN CONSTR CONSTRUCTION HWY HIGHWAY SST CONT CONTINUE, CONTINUED, CONTINUOUS HYD HYDRANT STA CONTR CONTRACTOR ID INSIDE DIAMETER SS COORD COORDINATE IE INVERT ELEVATION STD CORR CORRUGATED IF INSIDE FACE STIF CP CONTROL PANEL IN INCH STL CPLG COUPLING INFL INFLUENT STRUCT C TO C CENTER TO CENTER INSTL INSTALL, INSTALLATION SYM CTR CENTER INSTR INSTRUMENT T &B CTSK COUNTERSINK INSUL INSULATE TB CU CUBIC INT INTERIOR TBC CU FT CUBIC FEET JB JUNCTION BOX TF CU IN CUBIC INCH JST JOIST TEMP CULV CULVERT JT JOINT THK CU YD CUBIC YARD L ANGLE THRU D DRAIN LBS POUNDS T.O. d PENNY (NAIL SIZE) LF LINEAR FEET T. P. DBA DEFORMED BAR ANCHOR LNTL LINTEL TOO DBL DOUBLE LONG LONGITUDINAL TST DEL DETAIL LP LOCAL PANEL TW DI DUCTILE IRON, DRAIN INLET LR LONG RADIUS TYP DIA DIAMETER LT LEFT UBC DIAG DIAGONAL LVL LEVEL UG DIM DIMENSION LVR LOUVER ULT DIMJ DUCTILE -IRON MECHANICAL JOINT MATT MATERIAL UNIT DR DIRECTION MAX MAXIMUM V DN DOWN MB MACHINE BOLT VB DR DOOR MCC MOTOR CONTROL CENTER VERT DWG DRAWING MCP MOTOR CONTROL PANEL VOL EA EACH MECH MECHANICAL VRFY EF EACH FACE, EXHAUST FAN MFD MANUFACTURED VTR EL, ELEV ELEVATION MFR MANUFACTURE, MANUFACTURER W ELB ELBOW MH MANHOLE WD ELEC ELECTRIC, ELECTRICAL MIN MINIMUM W/ ENCL ENCLOSE MISC MISCELLANEOUS W/0 ENGR ENGINEER MJ MECHANICAL JOINT WIT EP EDGE OF PAVEMENT MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (SEE NOTE 4) WM EQL EQUAL, EQUALLY NIC NOT IN CONTRACT WS EQL SP EQUALLY SPACED NO NUMBER WSTL EQUIP EQUIPMENT NOM NOMINAL WT EQUIV EQUIVALENT NTS NOT TO SCALE WTR EW EACH WAY OC ON CENTER WV EXC EXCAVATE OD OUTSIDE DIAMETER WWF EXH EXHAUST OF OUTSIDE FACE WWM EXP EXPANSION CHIP OVERHEAD POWER XFMR ESP JT EXPANSION JOINT OPNG OPENING YD GENERAL NOTES POINT OF CURVE 1. All construction work on this project shall be completed in accordance with Montana Public Works Standard PLANT CONTROL PANEL Specifications, Sixth Edition, April, 2010 MPWSS City of Bozeman Modifications to the Montana Public Works Standard PLAIN END Specifications on No. 4. PENETRATION DN BY. PERPENDICULAR 2. All Water Main shall be installed with a minimum cover of 6.5 feet with respect to finished grade. PIPE HANGER 3. Maintain 18" (vert.) separation between all water main and all sewer main. PRESSURE INDICATOR, POINT OF INTERSECTION THESE PRINTS MAYBE REDUCED. LINE BELOW MEASURES ONE INCH . ORIGINAL DRAWING. PREMOLDED JOINT FILLER 4. The Contractor shall restore all roadway surfaces to equal or better condition than existed prior to excavation, PLATE, PROPERTY LINE as determined by Owner and the Engineer. PLYWOOD PLANT MONITORING PANEL 5. The location, depth and size of existing utilities shown on these plans Is approximate. The Contractor shall field PANEL verify the existence, location, depth, size, line and grade of existing utilities connections prior to construction. The PRECAST Contractor shall be solely responsible for any damage to the existing facilities due to failure to locate or provide PREFABRICATED proper protection when location is known. PRELIMINARY 6. A list of representatives to contact for information regarding facilities is as follows: PREPARE, PREPARATION STANDARD ABBREVIATIONS AND NOTES PROPERTY Montana One Call System Dispatcher 1- 800 - 424 -5555 PRESSURE REDUCING VALVE PRESSURE SWITCH, PIPE SUPPORT 7. The contractor shall adjust all valve boxes, curb boxes, and manholes to final grade upon completion of all POINT, POINT OF TANGENCY construction. Any boxes or manholes damaged or otherwise disturbed by the contractor or any subcontractor shall POLYVINYL CHLORIDE be repaired at the expense of the contractor. This work shall be incidental to the project, separate payment will not PAVEMENT be made. RADIUS 8. All backfill for utility trenches shall be Type "A ", utilizing Type 1 bedding unless directed otherwise by Engineer. REINFORCED CONCRETE Specified bedding shall be from 4" beneath the pipe to 6" above the top of pipe (see MPWSS STD 02221 -1). The REINFORCED - CONCRETE PIPE cost of this additional bedding shall be included in the unit price bid for water and /or sewer main. ROAD, ROOF DRAIN REDUCER 9. All valves shall be installed with thrust blocking, and valve boxes In accordance with MPWSS and C.QB. REINFORCEMENT BAR modifications. Any existing or new valves which control the C.O.B.'s water supply shall be operated by C.O.B. REFERENCE personnel only. REINFORCE RELOCATE, RELOCATION 10. All fire hydrants shall be installed in accordance with C.O.B. Std Dwg No. 02718 -4. REQUIRED REINFORCING STEEL 11. All fittings including bends equal to or greater than 22 -1/2 degrees, tees and plugs shall be thrust blocked in RIGHT conformance with MPWSS detail 2713 -1, or must have mechanically restrained joints as indicated on the plans. RIGHT -OF -WAY SANITARY 12. The Contractor is responsible for controlling dust and erosion during construction at his expense. Streets shall be watered to control dust when ordered by the Engineer. Erosion shall be controlled in accordance with the MPDES SCHEDULE Permit. SIDEWALK SECTION 13. All profiles represent existing ground (dashed line) and finished asphalt (solid line) along the alignments SHEET indicated on the plans. Elevations are finished asphalt elevations. SIMILAR SLOPE 14. All disturbed areas shall be seeded by the contractor in accordance with MPDES Permit, SPACE, SPACED SPECIFICATION 15. Access for other contractors working on the site and emergency vehicles shall be preserved at all times in SPACING accordance with the concurrent construction plan provided in the project manual. SUPPORT 16. The contractor shall be responsible for coordination of utility (phone /power) installation with local utility SQUARE companies. SQUARE FOOT SQUARE INCH 17. The contractor shall notify One Call O 1- 800 - 424 -5555 for onsite utility location. All existing utilities shall be STAINLESS STEEL marked before digging. STATION SANITARY SEWER 18. The contractor shall maintain service of all existing utilities. If said service is damaged, the contractor shall STANDARD immediately repair the damage at the contractors expense. STIFFENER 19. The pipe grades shown are calculated from actual distances, edge of manhole to edge of manhole (displayed STEEL LF -4'). The displayed pipe LF is for estimating pipe pay quantities, center of manhole to center of manhole. See STRUCTURE measurement and payment In the specifications SYMMETRICAL TOP AND BOTTOM 20. Water and sewer service lines shall be extended to 36 LF from the centerline of the street unless noted THRUST BLOCK otherwise. TOP BACK OF CURB TOP FACE 21, The Contractor shall notify the Water Department a minimum of 24 hours prior to beginning any work. TEMPORARY, TEMPERATURE THICK 22. All utility conduits for irrigation, electrical, gas, phone, CATV, etc... shall be burled a minimum 24" from THROUGH finished grade with Type A Bockfill, utilizing Type 1 Bedding unless directed otherwise by Engineer. All locations are TOP OF shown approximate and shall be field fit as directed by Engineer. OUTSIDE TOP OF PIPE 23. Maximum top elevations provided for water main construction represent the minimum top elevation at the TOP OF CONCRETE, TOP OF CURB location identified to achieve the required 6.5' cover based on planned street elevations without allowances for TOP OF STEEL construction variances. It is the Contractors responsibility to ensure that the required 6.5 cover over the water pipe TOP OF WALL is achieved. TYPICAL UNIFORM BUILDING CODE 24. Any existing or new valves which control the COB's water supply shall be operated by COB personnel only. UNDERGROUND ULTIMATE 25. Contractor shall field- verify line and grade of existing connections. UTILITY VALVE, VOLT 26. Coordinate with irrigation contractor for irrigation line conduit requirements. VALVE BOX VERTICAL VOLUME VERIFY VENT THROUGH ROOF WIDTH WOOD WITH NOTE: WITHOUT 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR WATERLINE USE ON DRAWINGS AND TEXT ", PUBLISHED BY THE WIRE MESH, WATER MAIN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) WATERSTOP, WATER SURFACE OR CONTACT THE ENGINEER. WELDED STEEL, WROUGHT STEEL 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT WEIGHT ALL ABBREVIATIONS ARE USED ON THE PLANS. WATER WATER VALVE 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE WELDED WIRE FABRIC WELDED WIRE MESH SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. TRANSFORMER YARD VERIFY SCALE! REVISIONS DN BY. PROJECT NUMBER DESCRIPTION DATE BV THESE PRINTS MAYBE REDUCED. LINE BELOW MEASURES ONE INCH . ORIGINAL DRAWING. NO. Engineers Bozeman, MT 59718 MORRISON zaBO Technology Blvd. w. KD.Br. S-e O PPR. BY: NORTON EAST RANCH SUBDIVISION, PHASE II BOZEMAN MT 5149.001 SHEET NUMBER �� MODIFY SCALE ACCORDINGLY' Scient is TE: 0512013 Planners Phone: 406) 587 -0721 G.A. REVIEW INC. Fax: (406) 922 -6702 A. F-ployee -Owned Comp -y BY. COPYRIGHT MORRISOWMAIERLE, INC., (2013 : STANDARD ABBREVIATIONS AND NOTES DRAWING NUMBER �_� N: \5149 \001 \ACAD \Record Drawings 5- 1- 13 \G -1.dwg Plotted by cooper krause on Jun/17/2013 EXISTING FEATURES SIGN fi LIGHT POLE STORM DRAIN INLET ® STORM MANHOLE ® SANITARY MANHOLE o BLOWOFF FIRE HYDRANT D4 WATER VALVE —nr EDGE OF ASPHALT PAVEMENT FLOWLINE OF CURB TOP BACK OF CURB (TBC) —w— WATER LINE —SS— SEWER LINE —so— STORM DRAIN LINE SIDEWALK /CONCRETE PROPOSED FEATURES v– SIGN ;Y LIGHT POLE STORM DRAIN INLET STORM MANHOLE •MH13 SANITARY MANHOLE Y FIRE HYDRANT H WATER VALVE WATER SERVICE SHUT –OFF EDGE OF ASPHALT PAVEMENT FLOWLINE OF CURB TOP BACK OF CURB (TBC) WATER LINE SEWER LINE STORM DRAIN LINE SIDEWALK /CONCRETE T TELEPHONE LINE a GAS LINE E ELECTRIC LINE CABLE TV ® PROPOSED TELCO PEDESTAL SINGLE PHASE TRANSFORMER ED SECONDARY PEDESTAL 0 THREE PHASE JUNCTION PEDESTAL © SINGLE PHASE JUNCTION PEDESTAL CABLE TV PEDESTAL NOTES: 1. * SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. 2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT LINE WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- URES ARE SHOWN IN HEAVY LINE WEIGHTS. 1. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON STANDARD LEGEND SHEETS. THEREFORE, SOME SYMBOLS OR ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS MAY NOT BE SHOWN ON THE PLANS. VERIFY SCALE! REVISIONS DRAWN BY: PROJECT NUMBER NO. DESCRIPTION DATE BY THESE PRINTS MAYBE REDUCED. LINE BELOW Engineers 2880 Technology Blvd. W. CHILD. Bv: NORTON EAST RANCH SUBDIVISION, PHASE II 5149.001 SHEET NUMBER MEASURES ONE INCH ON ORIGINAL DRAWING. MORRISON Surve rs yo Bozeman, MT 59718 APPR. BV: BOZEMAN MT �� Scientists Planners DATE: 05/2013 Phone: 406 587 -0721 MISCELLANEOUS DRAWING NUMBER ) Fax: (406 922 -6702 Q.A. REVIEW ) MODIFY SCALE ACCORDINGLY! ,4n,p7oyee- ow>nea Company ny BY COPYRIGHT V MORRISOKMAIERLE, INC, 2013 DATE: LEGEND AND NOTES G-3 N:\5149\001\ACAD\Recorcl Drawings 5- 1- 13\G-1.dwg Plotted by cooper kmuse on Jun /17/2013 480C 479C 478C 477C VERIFY SCALE! rctvlalvr THESE PRINTS MAYBE NO. DESCRIPTION REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! NA5149 \001WCAD \Record Drawings 5- 1- 13 \R -1.dwg Plotted by cooper kmuse on Jun/l7/2013 DATE MAY FLY STREET Engineers Bozeman, MT 59718 M O RRI S O N 2880 Technology Blvd. W. Surveyors Planners Phone: (406) 587 -0721 di MAIERLE INC. Planers An Employee -Owned Company Fax: (406) 922 -6702 COPYRIGHT ® MORRISOI+MAIERLE, INC, 2013 LOW POINT ELEV = 478$.03 MAY FLY STREET I HIGH PONT ELEV = 4789.76 Pm STA = 7 +30 CONNECT NEW 18" SO MAY FLY STREET Pm ELEV = 4788.99 7 +00 P EXISTING 18" SD yr+ - w - A.D. = 0.83 PVI LEV = 4789.84 K = 59.95 J INSTALL RELOCATED D. _ -1.25 m I dl DEAD END BARRICADE W r m _ J �} EXISTING LIGHT POLE - - es.1s M m �J10 e - - - as..0 .. - - - - �e a - - - a ro - mm q r'. c�i / MOVE EXISTING PROPOSED LIGHT POLE �o w a 8912 10 d oa m = / DEAD END BARRICADE B BOLLARD LIGHT Qm pm MAY FLY- o _ _ - - - - BOULEVARD +w + m1p ay / TO STA 4+80 P POLE LIGHT zss ± �+ F" - ALLEY - APPROACH -+T _ - ° REMOVE TEMPORARY STORM DRAIN PIPE STA. 7 +30.0 STORM DRAIN MH 4 NEW 6' .99 -- TRAIL -- - - -R I _ TC -89'00 RIM =88.50 M >" MAY FLY- rc= STORM DRAIN INLET CB -2E RIM= 4989.70 I =1s S TA. 4+98.7 m r = INV. OUT(N) 85.27 OPEN SPACE 3 W OPEN SPACE 2 ee.si _ TC -89.85 31 RIM =89.35 / ° Cj� i II Z -- OPE SPACE 2 �I OPEN SPACE L= 23.56' ET CB -21 STORM DRAIN INLET RIM =89.15 rc ea a STA. 7 +30.0 m = En as.sa asaa a e ea rc= m ea.�x- i II n STA. 5 +00.78 ea.n R =15' INV. IN(S) =83.99 STORM DRAIN ® _ 5' R =1 P OPOSED GRADE STORM DRAIN INLET CB -2H m L =23.5 ' SAW CUT EXISTING INV. OUT(N) =83.99 w� I m L =23.5 ' NEW 10 - rc= rc= SIDEWALK rc as.ns ae.as - 3.56' NEW - Tell SIDEWALK ae as - - N e > 5 INV. IN(S,E,N) =85.10 TC =89.00 ASPHALT FOR TIE -IN. e e NEW 10' SIDEWALK / 480C 479C 478C 477C VERIFY SCALE! rctvlalvr THESE PRINTS MAYBE NO. DESCRIPTION REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! NA5149 \001WCAD \Record Drawings 5- 1- 13 \R -1.dwg Plotted by cooper kmuse on Jun/l7/2013 DATE MAY FLY STREET Engineers Bozeman, MT 59718 M O RRI S O N 2880 Technology Blvd. W. Surveyors Planners Phone: (406) 587 -0721 di MAIERLE INC. Planers An Employee -Owned Company Fax: (406) 922 -6702 COPYRIGHT ® MORRISOI+MAIERLE, INC, 2013 LOW POINT ELEV = 478$.03 MAY FLY STREET HIGH PONT ELEV = 4789.76 Pm STA = 7 +30 CONNECT NEW 18" SO MAY FLY STREET Pm ELEV = 4788.99 7 +00 P EXISTING 18" SD yr+ - w - A.D. = 0.83 PVI LEV = 4789.84 K = 59.95 J INSTALL RELOCATED D. _ -1.25 50.00' VC LEGEND dl DEAD END BARRICADE m _ 50.00' VC �} EXISTING LIGHT POLE - - es.1s M m r = - a¢ss. rc - a 4s -- - -- -es ss - as.4a - - - as..0 .. - - - - �e a - - - a ro 26 ° o =1 r'. c�i / MOVE EXISTING PROPOSED LIGHT POLE r w mo 8912 o p d oa m = / DEAD END BARRICADE B BOLLARD LIGHT Qm pm a +w + m1p ay / TO STA 4+80 P POLE LIGHT STORM DRAIN MH 6 STA. 7 +30.0 STORM DRAIN INLET CB -2G R =15' L= 23.56' ° REMOVE TEMPORARY STORM DRAIN PIPE STA. 7 +30.0 STORM DRAIN MH 4 RIM-4988.95 / INV. IN(SE) =8025 TC -89'00 RIM =88.50 = rc= STORM DRAIN INLET CB -2E RIM= 4989.70 - INV. OUT N -84.25 i () m r = INV. OUT(N) 85.27 ea 1 g 1 + m ee.si _ TC -89.85 31 RIM =89.35 / _ INV. IN SE -86.08 ( ) INV. OUT(W) =88.02 Cj� i II / i N STA. 7 +30.0 °wc INV. OUT(N) =86.69 i II + STA. 5 +00.78 STORM DRAIN MH 5 STORM DRAIN P OPOSED GRADE STORM DRAIN INLET CB -2H m RIM = 4988.74 INLET CB -2F w� I m > TC =89.26 e > 5 INV. IN(S,E,N) =85.10 TC =89.00 a csl a II I / n > EX. GRADE ® ¢ INV. 0UT(w) =85.10 RI =88.50 + w m + INV. OUT(N) =84.65 - - INV. OUT(N) =85.27 ° �W BLOCK 13 9 - - -- ,_---- - - --- - - -- ---- - - - - - -- - zo - - - - - -- ---- - - -32- - 29 / SCALE ,n - -- - - -- - - -- PLAN: 1" = 30' - - - - PROFILE HORIZ. 1" = 30' 181 L.F. 18" A- VERT. 1" = 5' - - - -- -- - - - - -- 229 LF. 21" A -20 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 4810 4810 480C 479C 478C 477C VERIFY SCALE! rctvlalvr THESE PRINTS MAYBE NO. DESCRIPTION REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! NA5149 \001WCAD \Record Drawings 5- 1- 13 \R -1.dwg Plotted by cooper kmuse on Jun/l7/2013 b +UU 6 +UU / +UU DATE BY Engineers Bozeman, MT 59718 M O RRI S O N 2880 Technology Blvd. W. Surveyors Planners Phone: (406) 587 -0721 di MAIERLE INC. Planers An Employee -Owned Company Fax: (406) 922 -6702 COPYRIGHT ® MORRISOI+MAIERLE, INC, 2013 LOW POINT ELEV = 478$.03 HIGH PONT ELEV = 4789.76 Pm STA = 7 +30 HIGH DINT STA = 6 +06 Pm ELEV = 4788.99 P STA = 6 +11 A.D. = 0.83 PVI LEV = 4789.84 K = 59.95 J J D. _ -1.25 50.00' VC dl m 50.00' VC m M m } ? m o ro 26 ° o am r'. c�i w m r w mo o p d oa m > I� + a II Qm pm a +w + m1p ay II II ° m r n a m m II m r U Cj� i II n i N II II i i II + P OPOSED GRADE m 5 5 a a c+� m > .. e > 5 n csl a II I L+I n > EX. GRADE ® ¢ + w m + + + - - -- ' _ - 6 0.21X A ,n - - -- - -- - -- - - -- -- - - - - -- - - - - 181 L.F. 18" A- 00 PVC STORM DRAIN ® 0.0054 ft /ft - - - -- -- - - - - -- 229 LF. 21" A -20 PVC STORM DRAIN ® 0. 0 ft /ft 50 L.F. 8" SDR 35 1 VC SAN. STA 6 +00 O STA 8+00 SEWERC� 0.0062 t/H INV-84.62 040 ft ft INV =85.43 Y rc 'nn p � omm II lmav mallH nI, <omall �pll�p �m IN pl °r•°oa mall all .Ilzp °iii - ° }S>i pzz }iii -zz �N 1 m 6 Ci 6 m �1 i 2 lz m mO g 1. as c`, n <r a `*a °41x00 a s a a a a a b +UU 6 +UU / +UU DATE BY Engineers Bozeman, MT 59718 M O RRI S O N 2880 Technology Blvd. W. Surveyors Planners Phone: (406) 587 -0721 di MAIERLE INC. Planers An Employee -Owned Company Fax: (406) 922 -6702 COPYRIGHT ® MORRISOI+MAIERLE, INC, 2013 d +UU DRAWN BY: CHK'D. BY: IAPPR. BY BOZEMAN DATE: 05/2013 Q.A. REVIEW BY DATE: B00 790 780 770 NOTES: • INSTALL ALL SIDEWALK IN OPEN SPACE ALONG NORTH SIDE OF MAY FLY STREET. • INSTALL ACCESSIBLE RAMPS ONLY ALONG SOUTH SIDE OF MAY FLY STREET. 9 +00 10 +00 NORTON EAST RANCH SUBDIVISION, PHASE II MAY FLY STREET STA 4 +50 TO STA 9 +50 RECORD DRAWING PROJECT NUMBER 5149.001 SHEET NUMBER MT DRAWING NUMBER R -1 \ \ \ < INSTALL PAVEMENT MARKINGS \ — \ A m o F SIMILAR TO C.O.S. STD. DWG 02581 -2 1 USE PREFORMED PLATIC TAPE 1 �> c m f \ \ \ \\\ mz mr, z \ \ D � Z _ D I '� O< ZN < < A A ryy ZN ;FyI+ I O m O O Pp II II II + D z \ I p I •K \' \ \ rn O ^AO n \ Doo i-I L ww��m f \ zz \ m y \ c'�'J INSTALL STREET ID SION gm \ m ez ; 'Nem II � I pry �N.Ai BULL FROG �, \ = �zm , N z \ } SAW CUT EXIS NG / U ' 45 °i- + /STING G' 0 Zy \ rD y o ASPHALT FOR E -IN. IN c,lzf �z rj �oz REMOVE Eby / A+ i \ �n�m �, - I w m o� yy DEAD END BARRICADE 1 II ....am mTO„ D iy� I O �li a to a I ot x m wy G oomim "I uu Van n z + r I / Ii AR I V� � BULL FROG DRIVE m � \ L � I I 0 00 1 +I 0 '_ — 2 +00 z +00 O i _ 4+00 5 +00 6+ 7 +00 \ _ — NEW 8' SDR35 — SANITARY S MAIN— —3 m — _ — --1 o NEW 8' SDR 5 PVC SANIT Y MAIN -- BULL FROG DRIVE LEGEND EX STING LIGHT POLE I /' PROPOSED LIGHT POLE I B BOLLARD LIGHT I P 2 I } I \ i..� I P POLE LIGHT I z s I s : - : : N z G IN I m A f \\ \\ \\ o \\ I OF�n �:O I N • f�N Z \\ Dm r W N I mp §gyp o m,z > I ?y C7I }L 1` fmA ol �- + q p D W `z f J "' m .o.J CO \ \ I m I LIP, UI n J m f \ \ I 'U z o C.3 n o \ \ I s > D \ \ D rn m N v� z 1 r� �p _� � I 1 I A ' T ° =� 1—. F 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 SCALE PLAN: 1 " =30' PROFILE HORIZ. 1" = 30' VERT. 1" = 5' INSTAL ALL SIDEWALK ON WEST SIDE. INSTAL ONLY OPEN SPACE FRONTAGE SIDEWALK ON EAST SIDE. 4800 PA STA - 2 +80 4800 PVI ELEV : 4784.76 A. D. 0.95 K - 52.62 50.00' VC a 37' RADIUS CUL -DE -SAC II u " o °n In a 4790 —. oz 300x ao 4790 - -- E %. GRADE ® 7PROPOSED GRADE 0 � SOP 35 PVC ANL SEWER > — — — — — — — .02 ft /ft — — - -- -- - - - -- --- 1.05$ w SillD INV EL =81.96 400 L.F. E" SDR 5 PVC SAN. SEWER ®0. 098 h c� -- - - -- -- -- - - - - -- - -- - -- - - - -- - -- - -- 4780 __ __— J 4780 u \ 275 L. F, g" 5 R 35 PVC SAN. SEWER C 0.0099 I NEW CL DIP WAA TER rAIN ft /ft 4770 4770 NOTE: IN TALL SIDEWAL ON EAST SIDE ILONG OPEN SPACE FRONTAGE ONLY 4760 4760 Ny OD V9N W�5 nm �m tip .�W m +00 3 +00 5 +00 6 +00 7 +00 + 0 +00 1 +00 2 4 +00 VERIFY SCALE! REVISIONS DRAWN BY: PROJECT NUMBER NO. DESCRIPTION DATE BV THESE PRINTS MAYBE REDUCED. LINE BELOW 2880 13- MT 1911 W. CHK'D. BY, MORRISON Engineers Bozeman, MT 59718 NORTON EAST RANCH SUBDIVISION, PHASE II 5149.001 SHEET NUMBER MEASURES ONE INCH ON ORIGINAL DRAWING. -n, Surve rs APPR. BV: � yo BOZEMAN MT Scientists DATE: 05/2013 Planners Phone: 406 587 -0721 �� INC' (2013 BULL FROG DRIVE DRAWING NUMBER ) Fax: (406 922 -6702 Q.A. REVIEW 7{�� /�/ MODIFY SCALE ACCORDINGLY! An Employee -Owned Company BY COPYRIGHT ® MORRISOI+MAIERLE, INC,, DATE: STA 0 +00 TO STA 7 +00 1\ 2 N:\5149\001\ACAD\Record Drawings 5- 1- 13 \R-2.dwg Plotted by cooper kmuse on Jun /17/2013 0H I 2 +DO 3 +00 4 +00 5� LEGEND — - _ — — — — � o t EXISTING LIGHT POLE 4' ALLEY 3 _ G e PROPOSED LIGHI' POLE p > _ B BOLLARD LIGHT ; ~ B D INSTALL 2 \ c\ \ c \ >1� P POLE LIGHT � -< m 3 o I I '�1 � � �� G-�— � I I ' Z A = C" / \ c INSTALL 2 z i A z N$rALL 12" A -Iz000 coNDUIT ° N 22. o -N kp Ln 12" A -2600 GO �� 1z' -2DOD CONDUIT I INSTALL z I 12 n -�o o <,oNDU +1" W O 12' A -2000 CONDUIT Fn V n z YI n n mV , frl PIP „ONOm- A2 N mOo b o O � Z I C7 O T 7 Z (n Ocro iK �A�W ' I (_4 N -E f / I N L\ s D LLV ow. m I I INSTALL STREET ID SIGN LLL \Qa. N �po�yy rr'I LPL \ IglE _ WI = z PIP I o ;m / ;� u„ N (POND LILY `` mo+�o" v w _ Im I io IMP IN I I INSTALL 2 I L L fF 1 ; \ r a I °� Ym o w Ii 12" A-:000 CONDUIT � I \ V V V A A 1 I s z R ITO > ci T / Y ! m I INSTALL RELOCATED -_ ./ DEAD END BARRICADE I \ � � 1 - . 4 +00 +00 o w s +0 7+ SCALE PLAN : 1" = 30' PROFILE 4800 HORIZ. 1" = 30' VERT. 1" = 5' l M-11s7 GfrN7 DATUM ELEV 4760 00 SANITARY SEWER MAIIN REVISIONS BULL FROG D VE NEW " SDR35 PVt SANITARY SEWER MAIN PROJECT NUMBER THESE PRINTS MAYBE REDUCED. LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. m m DESCRIPTION DATE — I I o NEW 8" SDR 5 IT I zBBO Technology BNd.w. Bozeman, MT 59718 Phone: 406 587 -0721 Fax: (406 922 -6702 I (2013 CHILD. BY, APPR. BV: DATE: 05/2013 Q.A. REVIEW BY BOZEMAN NORTON EAST RANCH SUBDIVISION, PHASE II _ 5149.001 SHEET NUMBER r ALLEY 3 STA 0 +00 TO STA 7 +00 \ DRAWING NUMBER 7{'�� 2 1\ 3 I MODIFY SCALE ACCORDINGLY! F5 1 \ � z \ \ a- H dl F I Ii I O - - �n� vxN f z �\ - ..oz �* a O 0 � rTl Z z� "zl I INSTALL 1 \ OUl ^A ° v 1^3'§O N m �N \. 12" A 2000 CONDUIT \ R C/1 m-�mr- O IM x^ IA\ + n O � N FI — — F r O lm=o x I AL_LE 3 O F PIP C4 z m Z _ c I > / O m, L a / o w a 0 o I D 0H I 2 +DO 3 +00 4 +00 5� LEGEND — - _ — — — — � o t EXISTING LIGHT POLE 4' ALLEY 3 _ G e PROPOSED LIGHI' POLE p > _ B BOLLARD LIGHT ; ~ B D INSTALL 2 \ c\ \ c \ >1� P POLE LIGHT � -< m 3 o I I '�1 � � �� G-�— � I I ' Z A = C" / \ c INSTALL 2 z i A z N$rALL 12" A -Iz000 coNDUIT ° N 22. o -N kp Ln 12" A -2600 GO �� 1z' -2DOD CONDUIT I INSTALL z I 12 n -�o o <,oNDU +1" W O 12' A -2000 CONDUIT Fn V n z YI n n mV , frl PIP „ONOm- A2 N mOo b o O � Z I C7 O T 7 Z (n Ocro iK �A�W ' I (_4 N -E f / I N L\ s D LLV ow. m I I INSTALL STREET ID SIGN LLL \Qa. N �po�yy rr'I LPL \ IglE _ WI = z PIP I o ;m / ;� u„ N (POND LILY `` mo+�o" v w _ Im I io IMP IN I I INSTALL 2 I L L fF 1 ; \ r a I °� Ym o w Ii 12" A-:000 CONDUIT � I \ V V V A A 1 I s z R ITO > ci T / Y ! m I INSTALL RELOCATED -_ ./ DEAD END BARRICADE I \ � � 1 - . 4 +00 +00 o w s +0 7+ SCALE PLAN : 1" = 30' PROFILE 4800 HORIZ. 1" = 30' VERT. 1" = 5' l M-11s7 GfrN7 DATUM ELEV 4760 00 SANITARY SEWER MAIIN REVISIONS DRAWN BY: PROJECT NUMBER THESE PRINTS MAYBE REDUCED. LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. NO. DESCRIPTION DATE BY o Engineers Surve rs ye Scientists Planners zBBO Technology BNd.w. Bozeman, MT 59718 Phone: 406 587 -0721 Fax: (406 922 -6702 I (2013 CHILD. BY, APPR. BV: DATE: 05/2013 Q.A. REVIEW BY BOZEMAN NORTON EAST RANCH SUBDIVISION, PHASE II MT 5149.001 SHEET NUMBER r ALLEY 3 STA 0 +00 TO STA 7 +00 \ DRAWING NUMBER 7{'�� 2 1\ 3 I MODIFY SCALE ACCORDINGLY! F5 1 \ � z \ \ a- H dl N \ F�aI O 0 z� "zl INSTALL 1 \ i 12" A 2000 CONDUIT \ R C/1 IA\ O � / FI — — 7 +00 AL_LE 3 c / / F I I I / o _ / / REMOVE EXISTING N l A it D AD END BARRICADE I TO STA 4/15 / I °o SAW CUT EXISTING z / ASPHALT FOR TIE –IN. I I J T VERIFY SCALE! REVISIONS DRAWN BY: PROJECT NUMBER THESE PRINTS MAYBE REDUCED. LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. NO. DESCRIPTION DATE BY MORRISON � di i INC. An Employce -Owned Company Engineers Surve rs ye Scientists Planners zBBO Technology BNd.w. Bozeman, MT 59718 Phone: 406 587 -0721 Fax: (406 922 -6702 I (2013 CHILD. BY, APPR. BV: DATE: 05/2013 Q.A. REVIEW BY BOZEMAN NORTON EAST RANCH SUBDIVISION, PHASE II MT 5149.001 SHEET NUMBER ALLEY 3 STA 0 +00 TO STA 7 +00 DRAWING NUMBER 7{'�� 2 1\ 3 I MODIFY SCALE ACCORDINGLY! NA5149 \001WCAD \Record Drawings 5- 1- 13 \R -3.dwg Plotted by cooper kmuse on Jun /17/2013 COPYRIGHT ®MORRISOR- MAIERLE, INC, DATE: N0 Zm I I O o z2 21 C0 Ln z Z r- o mA m f SCALE C� C4 o o I PLAN 1" = 30' n'(7 m PROFILE ?_\ ° HORIZ. : 1" = 30' _cl> Ylmmm+ \ + bO I„ . 7 I I N I / �I I / / I I REMOVE EXISTING D AD END BARRICADE, TO STA 4/15 / z POND LILY DR VERIFY SCALE! THESE PRINTS MAYBE REDUCED. LINEBELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS I w. — \ ,� \ BY \ - f3l I SAW CUT EX ASPHALT FO II �� NNJ II II II mJ .tee * + e EX O Z7 m ONLY I fTl \\ \ NA5149 \001WCAD \Record Drawings 5- 1- 13 m n = 7 +50 F Z \ \ zQ A N SPACE FRONTAGE 001N JNO(j0 O L)O a I po G INII } jO '-I �z - FF ���Vm I J O \\ \ \iO I \ \ \\ ED \ \ \\ �\ J Q7 \ � nA. f (n p • N� ir1 gs \ s \\ s N r.0z s t11 \ 50.00' VC Z � M N u ^ + w 0m m -< (INSTALL STREET ID SIGN \��\ \� \\ it It o _A � n \ OZS v v w„ A- 2000NCONDUIT Z_ D ikND LILY \ \ \ �"f: V) O mo`FmA : m C) o Cm O I °om°A *uu li �� N� V `\ I N, N CA I 1 A V AVA V A V os \ V o n I m .o- .;:t O I �p it qkb A II m> m I INSTALL 12" A- 000 2 I CONDUIT \ \ \ \\ \ Fm ;A \ \ i> - -__ '� A rz \' m� V vA v\ ma LPAVEM�ENAR v\ m� I - IT IT J INSPT SIM S 02581 -2 3' x \ -D 2z N \ m - - _ - - - - - -- T II INSTALL RELOCATED m O \ P2 D €AD END BARR ICADE CONDUIT CROSSING - -_ S 1g1 L.F. 8' SDR 35 � -- _ 4 +00 a n + w ----------- FIN. GRADE + +00 - ~ L - - - -- o w m +0 - 7+ - NEW A CL 51 DIP WATERMAIN 1 8 +00 400 L.F. 8' V SDR 3 PVC SAN. SEWER � 0.0144 ft It EX. GRADE ®PE I -J E %(STING LIT CROSSING I^� - - -- IIN11ry'' 4780 ND LILY D VC SANITARY SEWER AAIN FE SANS L , SDR 35 N0 Zm I I O o z2 21 C0 Ln z Z r- o mA m f SCALE C� C4 o o I PLAN 1" = 30' n'(7 m PROFILE ?_\ ° HORIZ. : 1" = 30' _cl> Ylmmm+ \ + bO I„ . 7 I I N I / �I I / / I I REMOVE EXISTING D AD END BARRICADE, TO STA 4/15 / z POND LILY DR 4 +00 5 +00 LEGEND 4810 z} EXISTING LIGHT POLE PROPOSED LIGHT POLE B BOLLARD LIGHT P POLE LIGHT 4800 4790 4780 4770 4760 6 +00 7 +00 8 +00 9 +00 10 +00 VERIFY SCALE! THESE PRINTS MAYBE REDUCED. LINEBELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS I w. — NO. DESCRIPTION DATE BY - SHEET NUMBER / SAW CUT EX ASPHALT FO I = I + e EX ONLY I EXIST. 21' NA5149 \001WCAD \Record Drawings 5- 1- 13 m PM STA = 7 +50 \ \ zQ O I N SPACE FRONTAGE \ a I po G INII } jO s s ���Vm ♦ \ \\ rnYl L.I � nA. N ^mom \ `\ gs \ s \\ s N r.0z s t11 \ 50.00' VC Z � M N u ^ + w 0m \ \ \\ o + \ it It o \ OZS v v A- 2000NCONDUIT Z_ D \ \ \ m cNF" V) O mo`FmA x..� C) ,o V `\ mo Gi .. CA oo o n m 0- N m> v W a - -__ A rz \' m� V vA v\ LPAVEM�ENAR v\ - INSPT SIM S 02581 -2 3' x \ -D 2z 4 +00 5 +00 LEGEND 4810 z} EXISTING LIGHT POLE PROPOSED LIGHT POLE B BOLLARD LIGHT P POLE LIGHT 4800 4790 4780 4770 4760 6 +00 7 +00 8 +00 9 +00 10 +00 11+00 VERIFY SCALE! THESE PRINTS MAYBE REDUCED. LINEBELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS I w. — NO. DESCRIPTION DATE BY - SHEET NUMBER / SAW CUT EX ASPHALT FO I = I + e EX ONLY I EXIST. 21' NA5149 \001WCAD \Record Drawings 5- 1- 13 \R -4.dwg Plotted by cooper kmuse on Jun /17/2013 PM STA = 7 +50 \ \ zQ O I N SPACE FRONTAGE \ a I po G _ cam; ^f roo Z. PA ELEV K = ���Vm t7� rnYl 4800 e 34.42 11+00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 VERIFY SCALE! THESE PRINTS MAYBE REDUCED. LINEBELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS DRAWN BY: 2880 Technology MT Blvd. W. CHKD. BY, MORRISON Engineers Bozeman, MT 59718 Surve rs APPR. BY � yo Scientists DATE: 05/2013 Planners Phone: 406 587 -0721 A� MAIERLE, INC' Fax: (dos szz -s7oz Q.A. REVIEW sr, Employoe -Owned Company I BY COPYRIGHT® MORRISOKMAIERLE, INC,, (2013 DATE: NORTON EAST RANCH SUBDIVISION, PHASE II BOZEMAN MT PROJECT NUMBER 5149.001 NO. DESCRIPTION DATE BY SHEET NUMBER ONLY I STALL SIDEWALK NA5149 \001WCAD \Record Drawings 5- 1- 13 \R -4.dwg Plotted by cooper kmuse on Jun /17/2013 PM STA = 7 +50 ALONG OP N SPACE FRONTAGE PA ELEV K = 4786.58 4800 34.42 'a 50.00' VC � M N ^ + w o + a0 c it It o w ,o _ Gi .. a oo w J 5 m> v W a 4790 - 3' x z -D 2z N m - - _ - - - - - -- m O CONDUIT CROSSING - -_ S 1g1 L.F. 8' SDR 35 � -- _ a n + w ----------- FIN. GRADE - - - - -- L - - - -- NEW A CL 51 DIP WATERMAIN 400 L.F. 8' V SDR 3 PVC SAN. SEWER � 0.0144 ft It EX. GRADE ®PE CON -J E %(STING LIT CROSSING I^� - - -- IIN11ry'' 4780 SANS L , SDR 35 Q -- COL_ -__- -_ -� —_ ` 0 N m 4770 2 II v 4760 °?ac nm mm 16 ^� nm ma mm mm rom mm ^c5 �a asa 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 VERIFY SCALE! THESE PRINTS MAYBE REDUCED. LINEBELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS DRAWN BY: 2880 Technology MT Blvd. W. CHKD. BY, MORRISON Engineers Bozeman, MT 59718 Surve rs APPR. BY � yo Scientists DATE: 05/2013 Planners Phone: 406 587 -0721 A� MAIERLE, INC' Fax: (dos szz -s7oz Q.A. REVIEW sr, Employoe -Owned Company I BY COPYRIGHT® MORRISOKMAIERLE, INC,, (2013 DATE: NORTON EAST RANCH SUBDIVISION, PHASE II BOZEMAN MT PROJECT NUMBER 5149.001 NO. DESCRIPTION DATE BY SHEET NUMBER POND LILY DRIVE STA 4 +00 TO STA 11 +50 DRAWING NUMBER R-4 NA5149 \001WCAD \Record Drawings 5- 1- 13 \R -4.dwg Plotted by cooper kmuse on Jun /17/2013 Z 11 EDO 10 OPEN PACE 3 \OPEN S PACE 2 - - - - -- I a �¢ # I I Z5+00 7+ tSTREET — MH14 MHIl'- — — — I — + 0 — I I 3 t 10 / / w / OPEf 'SPACE 2 y� OPEN SPACE MAY FLY STREET 9 — — SAN SEWER MH15 f RIM = 4789.28 INV IN (S)= 4781.72 0 31 INV OUT (W)= 4781.52 y SAN SEWER MH 1 RIM = 4788.85 SAN SEWER MH14 ro INV IN (S)= 4783.81 RIM = 4788.90 I INV OUT (N)= 4783.711 30 INV IN (W)= 4781.48 / INV IN (E)= 4781.48 - I BLOCK 13 W T I 29 / ����' - - - - -- V OU (Nj= #781.28 5 +00 6 +00 4810 4800 4790 4780 4770 VERIFY SCALE! REVISION! THESE PRINTS MAYBE NO. DESCRIPTION REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! NA5149 \001WCAD \Record Drawings 5- 1- 13 \SSA.dwg Plotted by cooper kmuse on Jun /17/2013 7 +00 8 +00 9 +00 10 +00 4810 LOW POINT ELEV = 47&.03 SCALE PLAN : 1" = 30' PROFILE HIGH PONT HORIZ. 1" = 30' PVI STA = 7 +30 VERT. 1" = 5' Z 11 EDO 10 OPEN PACE 3 \OPEN S PACE 2 - - - - -- I a �¢ # I I Z5+00 7+ tSTREET — MH14 MHIl'- — — — I — + 0 — I I 3 t 10 / / w / OPEf 'SPACE 2 y� OPEN SPACE MAY FLY STREET 9 — — SAN SEWER MH15 f RIM = 4789.28 INV IN (S)= 4781.72 0 31 INV OUT (W)= 4781.52 y SAN SEWER MH 1 RIM = 4788.85 SAN SEWER MH14 ro INV IN (S)= 4783.81 RIM = 4788.90 I INV OUT (N)= 4783.711 30 INV IN (W)= 4781.48 / INV IN (E)= 4781.48 - I BLOCK 13 W T I 29 / ����' - - - - -- V OU (Nj= #781.28 5 +00 6 +00 4810 4800 4790 4780 4770 VERIFY SCALE! REVISION! THESE PRINTS MAYBE NO. DESCRIPTION REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! NA5149 \001WCAD \Record Drawings 5- 1- 13 \SSA.dwg Plotted by cooper kmuse on Jun /17/2013 7 +00 8 +00 9 +00 10 +00 4810 S +UU b +UU / +UU DATE BY M O RRI S O N 2880 Technology Blvd. W. 040 Engineers Bozeman, MT 59718 Surveyors A MAIERLE INC. Plarm`5`5 Planners Phone: (406) 587 -0721 An Employee -Owned Company Fax: (406) 922 -6702 COPYRIGHT V MORRISON- MAIERLE, INC, 2013 b +UU 9 +UU DRAWN BY: CHK'D. By APPR. By BOZEMAN DATE: 05/2013 Q.A. REVIEW BY DATE: 4800 4790 4780 4770 oip m 10 +00 NORTON EAST RANCH SUBDIVISION, PHASE II MAY FLY STREET STA 4 +50 TO STA 9 +50 RECORD DRAWING PROJECT NUMBER 5149.001 SHEET NUMBER MT DRAWING NUMBER SS -1 LOW POINT ELEV = 47&.03 - — LOWf01NT-STA -- 7 +4 34 HIGH PONT ELEV = 4789.76 PVI STA = 7 +30 HIGH FOINT STA = 6 +06 PM ELEV = 4788.99 PM STA = 6 +11 A.D. = 0.83 PVI LEV = 4789.84 K = 59.95 J o .D. _ -1.25 - =.40.00 50.00' VC — o r � m 50.00' VC N mamn ^ o "II' ama iU m d m n m c�aon im + i a aia+n am�IIi' p m a a na ny II riN n a >J "J�OII� r n m II ' U cy y $ -�n i m + a j m n I m i w< J II mW IIm S o w m w N a + C4 m a m ro w m 5 a a w PROPOSED GRADE a + c->' + c+' tO > m j w W 5 ro j a + + n co a II IT + n > EX. GRADE IT v+iw m 8 0.21 - - - - - -- - -- - - - - -- - - - - -- -- - - - - -- ------------ -- -- - - - - -- -- - - - - -- -- - - - - -- STA 6 +00 - - - -- -- - - - - -- 50 LF. 8" SDR 35 O STA B. SEWER® 0.0062 INV =84.62 INV =85.43 135 LF. B SDR 5 PVC SAN. 5 R ®0.0040 ft ft SEWER A _ _ _ _ _ _ _ _ _ _ _ _ _ iz INV EL =81.78 arc za a mr a� ar Ilm � �nm`J II ryo ow m_r •m m ZNry yz 19 Kirj of II� m �II�� mill zo N v+i�iz 2! mmK2Z m m n m m n ra mn S +UU b +UU / +UU DATE BY M O RRI S O N 2880 Technology Blvd. W. 040 Engineers Bozeman, MT 59718 Surveyors A MAIERLE INC. Plarm`5`5 Planners Phone: (406) 587 -0721 An Employee -Owned Company Fax: (406) 922 -6702 COPYRIGHT V MORRISON- MAIERLE, INC, 2013 b +UU 9 +UU DRAWN BY: CHK'D. By APPR. By BOZEMAN DATE: 05/2013 Q.A. REVIEW BY DATE: 4800 4790 4780 4770 oip m 10 +00 NORTON EAST RANCH SUBDIVISION, PHASE II MAY FLY STREET STA 4 +50 TO STA 9 +50 RECORD DRAWING PROJECT NUMBER 5149.001 SHEET NUMBER MT DRAWING NUMBER SS -1 SCALE PLAN : 1" PROFILE HORIZ. 1" VERT. 1" �n I I I A V I � I � I y 1 I I V — 1 I I I 0400 I o �oo z +oo y A n BULL FROG DRIVE olz z z +rrl p yN PSI m y.•NN� I N I I I � I m 2 + CZ Z 0 I z� 1A �y�A NAm IIIIN All II Nil Ome NJJA I01 01; NNmN I - I I I I � I I ilk 1p 3+00 — — \ 1 � I \ \ 1 I \ BULL FROG DRIVE — 0 +00 + 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 I \ F 21� A N < ;Z � Am N IIS II F I Io VIII T.1 7 +00 8 +00 f 2 +00 3 +00 I 5 +00 6 +00 7 +00 + VERIFY SCALE! REVISIONS = 30' � PROJECT NUMBER THESE PRINTS MAYBE REDUCED. LINEBELOW NO. DESCRIPTION DATE BY MORRISON Engineers 2880 Technology 1911 W. Bozeman, MT 59718 CHILD. ev: NORTON EAST RANCH SUBDIVISION, PHASE II 5149.001 SHEET NUMBER = 30' MEASURES ONE INCH ON ORIGINAL DRAWING. � Surve rs ye sF�(TYP.JI APPR. BV: In MT y <X A D AIERLE INC. Scientists Planners Phone: (406) 587 -0721 (2013 DATE: 05/2013 BULL FROG DRIVE DRAWING NUMBER MODIFY SCALE ACCORDINGLY! Oy I. An Emlo Owned Cam' p r� Company Fax: (406)922 -6702 Q.A. REVIEW BY STA 0 +00 - STA 7 +00 �1 �1 S S-2, N:\5149\001\ACAD\Record Drawings 5- 1- 13 \SS -2.dwg Plotted by cooper kmuse on Jun /17/2013 ZArBp O Cu \ — — 0'm EX. GRADE ® PROPOSED GRADE 0 SDR 35P VC 2 L.F. 8' 0 "IR C) A W I �. U V 00 A A m 1 - - -- \ A (N V A A STUB INV EL =81.96 rn D m N 098 ft @ O \ ---- - - - - -- \ \ - - - -- _ INSTALL 1 � \ 12` A 2000 CONDUIT \ mp < - -- - - - - - -- 0 +00 + 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 I \ F 21� A N < ;Z � Am N IIS II F I Io VIII T.1 7 +00 8 +00 f 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 + VERIFY SCALE! REVISIONS = 30' PROJECT NUMBER THESE PRINTS MAYBE REDUCED. LINEBELOW NO. DESCRIPTION DATE BY MORRISON Engineers 2880 Technology 1911 W. Bozeman, MT 59718 CHILD. ev: NORTON EAST RANCH SUBDIVISION, PHASE II 5149.001 SHEET NUMBER = 30' MEASURES ONE INCH ON ORIGINAL DRAWING. � Surve rs ye = 5' APPR. BV: BOZEMAN MT AIERLE INC. Scientists Planners Phone: (406) 587 -0721 (2013 DATE: 05/2013 BULL FROG DRIVE DRAWING NUMBER MODIFY SCALE ACCORDINGLY! An Emlo Owned Cam' p r� Company Fax: (406)922 -6702 Q.A. REVIEW BY STA 0 +00 - STA 7 +00 �1 �1 S S-2, N:\5149\001\ACAD\Record Drawings 5- 1- 13 \SS -2.dwg Plotted by cooper kmuse on Jun /17/2013 COPYRIGHT ® MORRISOI+MAIERLE, INC,, — — EX. GRADE ® PROPOSED GRADE 0 SDR 35P VC 2 L.F. 8' 0 "IR _ _ - -- -- - - - - -- - -. --- - - -___ STUB INV EL =81.96 400 L.F. 8' SDR 5 PVC SAN. SEWER ®0. 098 ft @ ---- - - - - -- -------- - - - - -- — - - - -- _ - mp < - -- - - - - - -- 275 LF. 8' SIR 35 PVC SAN. SEWER ® 0.0099 ft/ft za — NEW 8" CL DIP WATER 51 MA _ __ — - -�� -- LJ 4 N H NNE Ilro W N oall p II zz� <IIr N µ I?O W Npllr N m I?O f</1 oKZZZ < }�» w arczz Q '+—:>: 4800 4790 4780 4770 4760 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 + VERIFY SCALE! REVISIONS DRAWN BY: PROJECT NUMBER THESE PRINTS MAYBE REDUCED. LINEBELOW NO. DESCRIPTION DATE BY MORRISON Engineers 2880 Technology 1911 W. Bozeman, MT 59718 CHILD. ev: NORTON EAST RANCH SUBDIVISION, PHASE II 5149.001 SHEET NUMBER MEASURES ONE INCH ON ORIGINAL DRAWING. � Surve rs ye APPR. BV: BOZEMAN MT AIERLE INC. Scientists Planners Phone: (406) 587 -0721 (2013 DATE: 05/2013 BULL FROG DRIVE DRAWING NUMBER MODIFY SCALE ACCORDINGLY! An Emlo Owned Cam' p r� Company Fax: (406)922 -6702 Q.A. REVIEW BY STA 0 +00 - STA 7 +00 �1 �1 S S-2, N:\5149\001\ACAD\Record Drawings 5- 1- 13 \SS -2.dwg Plotted by cooper kmuse on Jun /17/2013 COPYRIGHT ® MORRISOI+MAIERLE, INC,, DATE: 4800 m 11Z _ v t I I I � 01 0 I 4+00 — t I I O W, \ I I I I A 0 I «.z C Z A N i I Nei III A I v CAO CA rn ml N (7 I I SCALE - - PLAN 1" = 30' 4 +00 PROFILE 4810 HORIZ. 1" = 30' VERT. 1" = 5' 4800 m 11Z _ v \ \V 01 0 I O W, \ 01 A 0 v rn ml *Pz - + 6 +0 7+ CO 8 +00 9+00 POND ILILY DR O V «i> z m Cl) O o \ v Z r v O o oo - v \ cn D C7 % w �v CD -, 5+00 6 +00 7 +00 8 +00 9 +00 4790 O- - - - - - - -- - - - - -- I -- - - - - -- - - - - -- - --____ _ -- CONDUIT CROSSING 91 D 5 A WE 4780 4770 4760 0 4 +00 VERIFY SCALE! REVISION! THESE PRINTS MAYBE NO. DESCRIPTION REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. i I MODIFY SCALE ACCORDINGLY! N: \5149 \001WCAD \Record Drawings 5- 1- 13 \SS -3.dwg Plotted by cooper kmuse on Jun /17/2013 8" CL 51 WATERMAIN N3 / m / 7 dl L\� ,O +DO „+ POND LILY DR � f V gm m x, ° Z j SPA P yy+ �� F zz m AJAx VmmN \ \\ \I z^ \ I FOCI 10 +00 11 +00 4810 — — — — — — — — — — - - - - -- ^ ____ - -- SAN R ® 0 44 f ft EXISTING � CON IT CROSSING��j6 Ll II 5 +00 6 +00 7 +00 8 +00 DATE BY M O RRI S O N 2880 Technology BWd. W. Engineers Bozeman, MT 59718 Surveyors AII, MAIERLE INC. Planers Planners Phone: (406) 587 -0721 An Employee -Owned Company Fax: (406) 922 -6702 COPYRIGHT ® MORRISON- MAIERLE, INC, 2013 9 +00 DRAWN BY: CHK'D. BY: IAPPR. BY BOZEMAN DATE: 05/2013 Q.A. REVIEW BY DATE: 10 +00 11 +00 NORTON EAST RANCH SUBDIVISION, PHASE II POND LILY DRIVE STA 4 +00 - STA 11 +50 D DRAWING PROJECT NUMBER 5149.001 SHEET NUMBER MT DRAWING NUMBER SS -3 MAY FLY STRISE1.4 MAY FLY STREET NEW 8" DIP WATERMAIN MAY FLY STREET s+oo— — — s +oo — — — 7 +00 — + o + — w — - I NEW 8" VALVE T., / i / + 31 — I 30 - ----- - - -___ =o BLOCK 13` SCALE - - - - -- _ - - - - -- - - - - -� -- - - - - -- - - - -- -32 - 29 PLAN 1" = 30', - -� -------- - - - - -- PROFILE - HORIZ: : 1" = 30' V�RT. : 1" = 5' 4810 4800 4790 4780 4770 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 481 C I I I / Q 480( 1 NEW HYDRANT _ �I 11 C\ 10 STA 5 +15 AND 5 +60 ¢ c F+ N 11720.32 u BURY 300.41 479( 3 Q - - ll�m \ ¢ 0.1 021% ELEV. 4788.75 10 n - (� NEW HYDRANT _ -- - - - - -- - \ \ a -- - - - - -- / WETLAND /PARK 0 �+ o — N 11722.13 E9o5&48— 18" MINIMUM CLEAR 1 ` \\ - - - -- V s I NEW 8" VALVE I BETWEEN SEWS �L — — — — — — •- BETWEEN SEWER LA � --BURY UNE ELEV =4788.81 . (TYP) / AND WATERMAI _ - - -- - - - - -- -- - - - - -- VC SAN. � _. __ OPEN SPACE 3 " OPEN SPACE 2 � _OPEN} `SPACE 2 ft /ft 0 OPEN SPACE O.00R - 0.19X _ ____ ft it O STA 9 +02 NEW 8 C1 1 1 DIP WATER MAIN - -- -- - -- - - ---- \ REMOVE - EXISTING BLOWOFF 478( -AND CONNECT NEW 8" N1A / . iiI I .. ,,.., •. .\ TO EXISTING 8" WM, "GATE VALVE MAY FLY STRISE1.4 MAY FLY STREET NEW 8" DIP WATERMAIN MAY FLY STREET s+oo— — — s +oo — — — 7 +00 — + o + — w — - I NEW 8" VALVE T., / i / + 31 — I 30 - ----- - - -___ =o BLOCK 13` SCALE - - - - -- _ - - - - -- - - - - -� -- - - - - -- - - - -- -32 - 29 PLAN 1" = 30', - -� -------- - - - - -- PROFILE - HORIZ: : 1" = 30' V�RT. : 1" = 5' 4810 4800 4790 4780 4770 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 481 C 480( RESTRAIN JOINTS BETWEEN STA 5 +15 AND 5 +60 479( _ n - - - - - -- 4 6 0 021% n - ------ - - - - -- -- - -- - - - - -- - -- - - - - -- - -- - - - - -- �AL A 11 MINIMUM C.A A ANCE — 18" MINIMUM CLEAR 1 BETWEEN SEWS �L — — — — — — — — — — — — — — BETWEEN SEWER LA � AND WATERMAI AND WATERMAI 50 LF_ 8" 5DR 35 V VC SAN. � � SFWER� 00062 f ft /ft 0 " 4 O.00R - 0.19X _ ____ ft it O NEW 8 C1 1 1 DIP WATER MAIN - -- -- - -- - - ---- 478( VERIFY SCALE! REVISIONS THESE PRINTS MAYBE NO. DESCRIPTION DATE BY REDUCED. LINE BELOW M 0 RRI S 0 N 2880 Technology BNd. W. MEASURES ONE INCH ON Engineers Bozeman, MT 59718 ORIGINAL DRAWING. ScNeysts i--I �II� MAIERLE INC. Planners Planners Phax:(406) 587 -0721 An Employee -Owned Company Fax: 406 922 -6702 MODIFY SCALE ACCORDINGLY! N:\5149\001\ACAD\RecorcIDmwings5-1-13\W-l.dwg Plotted by cooper kmuse on Jun /17/2013 COPYRIGHT ® MORRISOR- MAIERLE, INC, 2013 DRAWN BY: CHKD. BY: IAPPR. BY BOZEMAN DATE: 05/2013 Q.A. REVIEW By DATE: NORTON EAST RANCH SUBDIVISION, PHASE II MAY FLY STREET STA 4 +50 TO STA 9 +50 RECORD DRAWING PROJECT NUMBER 5149.001 SHEET NUMBER MT DRAWING NUMBER W -I DRAWN BY: CHKD. BY: IAPPR. BY BOZEMAN DATE: 05/2013 Q.A. REVIEW By DATE: NORTON EAST RANCH SUBDIVISION, PHASE II MAY FLY STREET STA 4 +50 TO STA 9 +50 RECORD DRAWING PROJECT NUMBER 5149.001 SHEET NUMBER MT DRAWING NUMBER W -I / 1 1 -F / eo�1"�A NEW 8' 1 p C N v y STA 6 56 VALVE (TYP) qx xm`°w, �l T Hl I CONNECT NEW 8'�WM TO EXISTING 8' \WM I INV =72.77 AA °o I \ I NEW 8' DIP WATERMA N BULL FROG DRIVE : NEW 8' DIP WATERMAIN 0 00 1+ 2 +00 + 0 6 +00 7 +00 \ BULL FROG D VE '\ Lnmm�zz I $I I Ns o2 z mEl m wz I �m �_> a \ ZAO o �> N m y A \fv V ms � I w Um w cn C7 J I �� m f 0O Z L+J I \ \ \ m INSTALL 7 E n\ 12" A 2000 CONDUIT \ l 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 SCALE PLAN — PROFILE HORI . 1" = 30' VER. 1 " =5' 4800 4800 4790 4790 — — — EX. GRADE A PROPOSED GRADE O rk SUR 35 PVC 'ANL SEWER - - -T -- - - .02 ff /Y, - - -- -- - -_— __ STUD INV EL =81.96 400 L.F. 6° SDR 5 PVC SAN. SEWER D. 098 ft (t sso MI . — - - - - -- - -- — - -- 4780 — - -- COVER _ — — f 4780 29F 0B _ Z75 L.E. 8" S' R 35 PVC SAN. SEWER O 0,0099 ft /ft NEW 8' CL 51 11 1.06 e DIP WATER MAIN _ a �m 72 1.9 , - -- - -___ nn NOTE MAXIMUM 4770 +z Ww x 11 Ww = s 3 JO NT IS 3' 4770 3 rn 3 0 3 0 _ 'z 1, II JI II III - jjl -z" 4760 4760 3 +00 d 7 +00 0 +00 1 +00 2 +00 4 +00 5 +00 6 +00 VERIFY SCALE! REVISIONS DRAWN BY PROJECT NUMBER NO. DESCRIPTION DATE BY THESE PRINTS MAYBE REDUCED. LINE BELOW 2860 Technology Blvd. W. CHKD. Bv: MORRISON Engineers Bozeman, MT 59718 NORTON EAST RANCH SUBDIVISION, PHASE II 5149.001 SHEET NUMBER MEASURES ONE INCH ON ORIGINAL DRAWING. Surve rs APPR. BV: � ye BOZEMAN MT i Scientists DATE: 05/2013 dad AIERLE INC. Planners Phone: (406) 587 -0721 JDATE BULL FROG DRIVE DRAWING NUMBER Fax: (406) 922-6702 Q.A. REVIEW ��T MODIFY SCALE ACCORDINGLY! An Em to Owned Company p ree pany BY COPYRIGHT V MORRISON-MAIERLE, 1-, 2013 STA 0 +00 TO STA 7 +00 yy —2 N:\5149\001\ACAD\Record Drawings 5- 1- 13 \W -2.dwg Plotted by cooper kmuse on Jun /17/2013 I I 7 +00 8 +00 9 +00 10 +00 11 +00 \ VERIFY SCALE! I II � I I 0 m I C.C.B. STANDARD BLOWCFF Ay 4 +00 DRAWN BY FiINSTALL v fit Eff 0 THESE PRINTS MAYBE REDUCED. LINEBELOW NO. m Z DATE Z f — C11 \ w w NORTON EAST RANCH SUBDIVISION, PHASE 1 0 SHEET NUMBER N J 0) I I MEASURES ONE INCH ON ORIGINAL DRAWING. I MORRISON � SCALE MTy i ...w. Bozeman, MT 59718 D p O— n m PLAN 1" = 30' 4 +00 -- - - - - -- PROFILE HORIZ. 1" = 30' z <mm:E C) m VERT. 1" = 5' N I -- / D STA m +BD I / CONNI CT NEW 8" WM TO XISTING 8" U1.1 / I / IN-71.80 yT° I NEW 8" DIP WATER AIN \ 10+00 11+ \ r POND LILY DR NEW 8" y VALVE (TYP) \ \\ Ate➢ \ �a fD� 2 \ I _ 10 +00 11 +00 4810 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 \ VERIFY SCALE! REVISIONS 0 DRAWN BY \\ 0 THESE PRINTS MAYBE REDUCED. LINEBELOW NO. m Z DATE BY Engineers C11 \ m NORTON EAST RANCH SUBDIVISION, PHASE 1 0 SHEET NUMBER J 0) (n MEASURES ONE INCH ON ORIGINAL DRAWING. I MORRISON � S"a r5 yo MTy i ...w. Bozeman, MT 59718 D p O— n m -- - - - - -- -- - - - - -- — - - - -- z <mm:E C) m N I -- \ � Ilc x - -- - -- DRAWING NUMBER MODIFY SCALE ACCORDINGLY! \ \ \ \ tu4 A NAz ) An Employee -owned Company _ - - - - - -- Fax: (40s 922 -6702 I Q.A. REVIEW Br 8.50' MIN.. - - - -- -- n BETWEEN LA RAL 8" SE AND WATER R MAIN COPYRIGHT ® MORRISON-MAIERLE, INC, 2013 DATE: NEW 8" CL 51 DIP WATERMAIN - - - -� - - - EXISTING CON IT CROSSING -(-- - - - NEW 8" DIP WATE MAIN " - 5 0 6 +0 7+ 8 +0 9+00 P D LILY DR \I s - s .iCU$Ox 00 / \\ 0 \ �rmn ±IAA tit NZ AZD o \ \ OZ N N ti ZAP \ zm� \ a w3 hl co _ \ \ o w m o, J \ w D s w�3m �3� 0P�' \ - v?? ZLI�I �JI +> <? >II 5 +00 Imo- 6 +00 7 +00 8 +00 9 +00 / D STA m +BD I / CONNI CT NEW 8" WM TO XISTING 8" U1.1 / I / IN-71.80 yT° I NEW 8" DIP WATER AIN \ 10+00 11+ \ r POND LILY DR NEW 8" y VALVE (TYP) \ \\ Ate➢ \ �a fD� 2 \ I _ 10 +00 11 +00 4810 4800 4790 4780 4770 4760 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 VERIFY SCALE! REVISIONS DRAWN BY PROJECT NUMBER THESE PRINTS MAYBE REDUCED. LINEBELOW NO. DESCRIPTION DATE BY Engineers zBBOTechn, CHK`D. BV: NORTON EAST RANCH SUBDIVISION, PHASE 1 5149.001 SHEET NUMBER MEASURES ONE INCH ON ORIGINAL DRAWING. MORRISON � S"a r5 yo MTy i ...w. Bozeman, MT 59718 O— — — — — — — -- - - - - -- -- - - - - -- — - - - -- �� INC' -- CONDUIT CROSSING \�� - -- - -- DRAWING NUMBER MODIFY SCALE ACCORDINGLY! 8 "' MINIMUM CLEAR NCE tu4 ) An Employee -owned Company _ - - - - - -- Fax: (40s 922 -6702 I Q.A. REVIEW Br 8.50' MIN.. - - - -- -- n BETWEEN LA RAL 8" SE AND WATER R MAIN COPYRIGHT ® MORRISON-MAIERLE, INC, 2013 DATE: NEW 8" CL 51 DIP WATERMAIN - - - -� - - - EXISTING CON IT CROSSING -(-- - - - 15 " 1. a -- - - - - -- _ _. ___....... s - s o o ¢ a w3 _ m °o ail o, ¢ JI N w�3m �3� - v?? ZLI�I �JI +> <? >II Imo- III f+Zm? >JI +'� >II m- oO?- 4800 4790 4780 4770 4760 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 VERIFY SCALE! REVISIONS DRAWN BY PROJECT NUMBER THESE PRINTS MAYBE REDUCED. LINEBELOW NO. DESCRIPTION DATE BY Engineers zBBOTechn, CHK`D. BV: NORTON EAST RANCH SUBDIVISION, PHASE 1 5149.001 SHEET NUMBER MEASURES ONE INCH ON ORIGINAL DRAWING. MORRISON � S"a r5 yo MTy i ...w. Bozeman, MT 59718 APPR. BY: BOZEMAN MT �� INC' Scientists Planners Phone: 406 587 -0721 DATE: 0512013 POND LILY DRIVE DRAWING NUMBER MODIFY SCALE ACCORDINGLY! ) An Employee -owned Company Fax: (40s 922 -6702 I Q.A. REVIEW Br STA 4 +00 TO STA 11 +50 `j j yy —3 N: \5149 \001 WCAD \Record Drawings 5- 1- 13 \W -3.dwg Plotted by cooper kmuse on Jun /17/2013 COPYRIGHT ® MORRISON-MAIERLE, INC, 2013 DATE: