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HomeMy WebLinkAboutWestfield South Subdivision Phase 2 ..Z..AI y" _ AVID J. z C LA I R DA I N E S LEGEND - DRAWFDRD *€NO- 8709PEy"� rdI "+ XISTIN DESCRIPTION °�'�8j '1 ' SUBDIVISION CURB & GUTTER ► � 'H�(a(�ZzO�OWESTEIELD SOUTH PHASE 2 O MANHOLE O-_o SANITARY SEWER BOZEMAN MONTANA W• WATER MAIN I' I1 Fr V3I � ' I / FIRE HYDRANT RECORD RAWINGS CONSTRUCT 626 S.F. I I ►� VALVE zl I I 2 N OF SIDEWALK Ld INLET AND APRON ,„ I ♦ I F - I I B ti MONUMENT BOX U V Y je G GAS MAIN — ---E--- UNDERGROUND ELECTRIC UI I I Irr W 1 I I I I W fad N T--- UNDERGROUND TELEPHONE rn 44 m - c k _ 0 100' 200' 300' I - - I I ---CTV--- UNDERGROUND CABLE T.V. p I z'J I E— OVERHEAD ELECTRIC crL 2, U UU �w0S C A In In V) W ZI- a w w w U1 ¢FY � V ,�, p• I I I . $ I (� i � -3 GUY WIRE & ANCHOR a of� � Y. --1— - --W - --- _- -.._ W L- -- - p _ �•�.. � I I �I,103 UTILITY POLE 3 N J 15' UTILITY -I EASEMENT r'/�i d- �1 ti -�A _. _AM6F'I[.n;F I)[:I,,r DECIDUOUS TREE z I Iy _ L ♦- \ / CONIFEROUS TREE m I I I SEE SHEETS 2, 4 AND 6 SEE HEETS 3. 5 AND 7 / _ u~i 20' UTIL11N1• I '�� — 1 \ �/ �,:_._, - HEDGE OR BUSH p o PHAS 2 o EASEMEN 1 It 4977.7 r /� mip PROJECT) I 11 10' UTI 1 J \ WOOD FENCE I I p `jl _ EASEM NT 540 LF V-BOTT I - .,1 u11 p ul I I, 111 r - 1 - -- - --- - _ DIT-H - I `5 I _ / • m SEWER CLEANOUT �I I S y� ____ -D Z I BUILDING I I I SOUTH n'r _� r( / 11 I \ m m m J 116 t� �`7a �� _ ASPHALT l� 3 3 ��� •� \ / I /'� \ RAWN BY: TWC 4 78.3 I �\ 15' UTILITY �% / \ F GRAVEL - EASEMENT %! \ DUALITY BY: JCR - 0 BARRIER POST UALITY CHECK: DJC ATE_ 4/98 PROP I H JOB NO. 697-4 ERN PIN / ___- --- ---- -�L -------- -3�' II u}I - - - T� TELEPHONE RISE H R 978 SEE SHEET 6 r 1351 S.F. ® CABLE TV RISER \ I`� 1 14 ` 13 _" OF SIDEWALK-- Is 111 I \ "-12 Y 9 B o ELECTRICAL BOX 7 LF,V— OTT'8M. ------- �� SEE D�ETAILQ VICINITY MAP -- I SEE SHEET 4 H to' uTIL `J ___— �. Iy ` r ,Y 10' UTIFASE"EN 2 EDGE OF ASPHALT N \I; / t0' u `TY_Eas NT_I — — �EfETAI — — y EDGE OF GRAVEL LLJ 3578 »w za SPOT ELEVATIONS (n TEMP RARY r Q {�I� CUL<DE-sAc ` '*sgs ' ' ``--- 11 -� -3578- coNrouR = 11.. PROPERTY BOUNDARY_�_----_�� 1/' ' Z AT LOCATION MAP T 47890 BA ATOFNCURB°P K SCHEDULE OF DRAWINGS SHEET NUMBER DESCRIPTION FOR INSTALLATION DETAILS SEE THE FOLLOWING o Q z COVER SHEET/GRADING PLAN CONSTRUCTION STANDARDS: GENERAL NOTES STREET PAVING AND DETAILS—FIELDSTONE DRIVE WEST — z UTILITY CULVERT REQUIREMENT 01235-A FIRE HYDRANT...,.......__........._.............................02718-4 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 0 < ry 4 SANITARY SEWER—FIELDSTONE DRIVE WEST MANHOLE ADJUSTMENT DETAIL............... ----- 02213-1 HYDRANT BARRIER POST__._.................................02718-5 THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING EXCAVATION. THE CONTRACTOR SHALL ALSO m 0 —OXFORD DRIVE OPEN SPACE WATER VALVE ADJUSTMENT DETAIL,..., .... 02213-2 STANDARD BLOW-OFF HYDRANT............................02718-7 NOTIFY THE BOZEMAN PUBLIC WORKS DEPARTMENT PRIOR TO EXCAVATION- z W 5 SANITARY SEWER—OXFORD DRIVE TYPICAL UTILITY TRENCH DETAILS.................... TYPICAL VALVE/TEE RESTRAINT_ z 2. ALL POWER, TELEPHONE, AND OTHER UTILITY POLES OR U) Q `= 6 WATER AND DETAILS—FIELDSTONE DRIVE WEST PIPE BEDDING ALTERNATE...............................___02221-2 WATER MAIN CROSSING....._-.____..........................02718-9 Guvs WHICH INTERFERE WITH THE HE CONSTRUCTION SHALL W rr BE REMOVED OR RELOCATED 8Y OTHERS. 7 WATER—OXFORD DRIVE INTEGRAL CONCRETE CURB & GUTTER...--........—.02528-1 WATER SERVICE......................................................02719-1 3. THE CONTRACTOR SHALL EXCAVATE ALL UTILITY LINES F— w 8 OFFSITE SANITARY SEWER IMPROVEMENTS STANDARD FILLET...................................................02529-2 REINFORCED CONCRETE PIPE................ PRIOR TO BEGINNING TRENCH EXCAVATION TO INSURE 0 ...............02721-4 CROSSING CLEARANCE 0 PEDESTRIAN RAMP FOR THE HANDICAPPED...._..--02529-g SA RING GASKET JOINT BE RESPONSIBLE FOR EXCAVATING TYPE I STREET MONUMENT.. ... ..................02529-3 4, EXISTING FITTINGS SHOWN ARE BASED ON DATA cf) m � BENCHMARKS. SANITARY SEWER AND STORM DRAIN MANHOLE. 02722-1 FURNISHED BY THE OWNER THE CONTRACTOR SHALL j FITTINGS AND o CITY OF BOZEMAN DATUM STANDARD STRAIGHT MANHOLE..............................02722-2 CONFIRMING REQUIREMENTS PRIOR TO ORD&9ING NEW 0 O INLET APRON PLAN............................................... 02529-12 FITTINGS. FIELDBOOK NO. 840 PG 48 PRECAST MANHOLE BASES...................................02722-4 W U CONCRETE APRON SECTIONS FOR CURB INLET....02529-13 48", 54' 60" 72" 5. REINFORCED CONCRETE CULVERT LENGTHS CALLED OUT THROUGH THESE PLANS INCLUDE THE FLARED END — FIRE HYDRANT ON FIELDSTONE DRIVE FIRE HYDRANT ON EAST THRUST BLOCKING FOR WATER MAIN FITTINGS..._ .....02713-1 TYPICAL MANHOLE CHANNEL DETAILS ..............02722-5 SECTIONSLL_ (EAST SIDE) BETWEEN LEXINGTON DRIVE SIDE OF FIELDSTONE DRIVE 6. A FIRE HYDRANT ASSEMBLY INCLUDES THE HYDRANT, AUXILIARY ~ AND PARK PLACE — NORTHWEST WEST. SOUTH OF OXFORD WATER AND SEWER MAIN SEPARATION..................02713-2 NOMOGRAPH FOR AIR TESTING SEWER MAINS..... 02722-8 HYDRANT VALVE AND VALVE BOX. w CONSTRUCTION BOLT, ELEV. = 4974.57' DRIVE, ARROW BOLT, EL = 4988.49' SECTION OR DETAIL WATER & SEWER MAIN AND SERVICE...................02713-4 SANITARY SEWER CLEANOUT..................................02722-9 7- THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIRE HYDRANT AT NW CORNER DESIGNATION SYMBOL LOCATION STANDARDS PERMITS. INCLUDING BUT NOT LIMITED To STREET CUT PERMIT_. OF FIELDSTONE DIRVE AND SANITARY SEWER SERVICE LINE.........................._02724-1 AND MPDES STORMWATER DISCHARGE PERMITS. CAMBRIDGE DRIVE—ARROW BOLT FIRE HYDRANT ON WEST THRUST BLOCKING FOR WATER MAIN VALVES.,.....02718-1 SIDE OF OXFORD DRIVE. SIGN INSTALLATION STANDARDS.........................._09810-1 8. THE CONTRACTOR SHALL STRIP EXISTING TOPSOIL FROM STREET AND ON BONNET. ELEV. = 4981.63 3 SHEET NUMBER WHERE 02718-3 STOCKPILE ON SITE, AS DIRECTED BY OWNER. 365 FT, SOUTH OF HYDRANT LOCATION DETAIL..... ...............__ INTERSECTION OF OXFORD SECTION OR DETAIL DEAD END BARRICADE DETAIL...............................09810-2 9, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL AND 13 DRIVE AND PARK PLACE. IS SHOWN SEEDED ACCORDING TO SPECIFICATIONS. AD NO.RB974017G ARROW BOLT, ELEV. = 4981.57' SHEET 1 OF 8 w m o w NOTE: FOR SIDEWALK ALONG WAGONWHEEI ROAD: �.,.•" �.•7-., z Ln a <G SET THIS SIDEWALK ELEVATION 0,22' ABOVE =*;'` • Z of < qua �� z EXISTING GROUND ROAD CENTERLINE ELEVATION. cRAw�oRD ' u O w N > DITCH i"o N0. 8709PE m 0 50' 100' 150' �3 OaNcwo1 a� -� _ z- PROPERTY LINE 12" 60" ';°�PfJ I I z ¢ SWmo 03 NA6 S C A L E aw zo -0N 8z a.I A.� a TO TOP OF CURB az0 3 w a s m a�� m T _ r � SLOPE 1 4" PER FOOT („) Z O zu ma v> ��Ko viX I I I QFI 0Q voiao "oZ O-L5 �W NATIVE I ZZQQ I ± o + �3 Z o+w V-BOTTOM MATERIAL —I N I a 10' UTILITY �u I QD B K S EASEMENT u nW TYPICAL DITCH DETAIL 1 � 3 COMPACTED GRAVEL BASE I h 6z6 I I No SCALE 2 a" MIN. THICKNESS In I I �� jB T°° B77 ; ; TYPICAL SIDEWALK DETAIL 2 wl ; ; x�in FIELDSTO DRIVE WEST NO SCALE 2 �i i i 0 a ��--6 QD �STA 6+35 RESETTOC 87.71 TOC 86.29 EXISTING BARRICADE I PAVEMENT.EXISTING ROADWAY SURFACE. I I I f1ti w FROM STA 1i00 :- - - - - - - j ASPHALT SURFACEAPPROXIMATELY A 45' ANGLE GRADE TO MATCH NEW PAVE V) I I I W m TOC 85.32 �------ - � sP I [C � u o O I I I .�NI 87.6 I }' I i� noo I I 1 J O 10' UTILITY 10, UTILITY �, w -}� `00 8" MIN U U U QW EASEMENT EASEMENT I 10' UTILITY (X� I - _I o0o In In In CA1 wQZF Iu I EASEMENT LJ mp a of o o O I-yN > D Ii �03 oZ J I f< I wo op0 v=i a N z w o of¢ zn Q STOP I 5 U I >j-w J o N s �' + It- MIN. o m of BASE COURSE MATERIAL SUBGRADE ¢ or V 3 W Wm u aV + Ina a I� W K „1 G Z Z ,0 VS O J m Q Q Q ��� Cv 0 O 7 ON O M Z w J vl I SUBBASE COURSE MATERIAL p p p 0 ¢ UtY �O HN VC +� >�¢ J J 1� 1- = I I I YN U d y.. W JN a , QD OM W N ��~l) I¢- J U Q 1. DROP CURB TO BE BUILT ON CURB ava o� wG a ai W- � o0 Wa� _ 6 0 a = ASPHALT HEADER DETAIL�4� RETURNS AT ALL STREET INTERSECTIONS o u z m z, IO w o z z I`d z 0 1 ¢cc¢ z F FOR HANDICAP RAMPS - SEE STANDARD s o In Wo 0 e N a i s oo m O o oa Iwn o � N 2 Lg-j NO. 02529-8. �w�w +� w4 +� J� w Z + wa + oow �I pz= Inw J aw J = 2. STOP SIGNS AND STREET SIGNS SHALL o f o 3 r d '^ F a a Ir d N ¢N o o BE LOCATED PER PROJECT ENGINEERS m m N z w z w +� (n I°0n v~i w a �� �4�x2�'x3?ETO POSTS m m m DIRECTIONS. 3- REFER TO CONSTRUCTION STANDARD 3 1/2 CONCRETE DRAWN BY: TWC DRAWING ONO. 02528-1 FOR MIN. STORM DRAIN DESIGNED BY: JCR DUALITY CHECK: DJC CURB AND GUTTER. ATE: 4/98 NUTS: SEE CITY OF BOZEMAN INSTALL 4' X 8' X 4" TDH JOB NO. B97-4 4. LOCATE UTILITY CULVERTS (SEE STANDARD N0. 09810-1 In 8' EXTRUDED POLYSTYRENE STANDARD DRAWING NO. 01235-A) RIGID INSULATION PER PROJECT ENGINEER'S DIRECTIONS. 5. IMPROVEMENTS AGREEMENT ESTABLISHED TYPICAL SIGN D ETA I L 3 TO CONSTRUCT CONC SIDEWALK FROM 0+94 24FT RT TO 191FT RT, 1+00 TO 5+60 RT, NO SCALE 2 0 2+36.41 TO 3+80 LT, AND 4+19 TO 5+60 LT - N AS ADJOINING LOTS ARE DEVELOPED. o SAND BEDDING Ll_I o+ rn (� RECORD DRAWINGS Q AP S_N[�p/7/�I ,n COMPACTED BACKFILL MATERIAL N .},LCC•pY.(.GZ4►P{�- mil./.uv� _ NEW OR EXISTING 0 4990 4990 N rrt DATE WATER LINE % z THOMAS. DEAN & HOMM, INC. I J --i-t3 FINISHED TD& ENGINEERING CONSULTANTS Q Q ��l� GRADE p GREAT FALLS-BOZEMAN-K USPELL MONTANA 7 ` V! // 4905 SPOICANE WASHINGTON / Z ` , 4985 EXISTING J --- ----`-- -----"- OJ LEWI T N DAHO LLl W 0 Q GROUND `------ _ WATER LINE INSULATION DETAIL 5 z0 0Lu r 4980 " m p80 2 Q O NOTE: CENTERLINE PROFILE GRADE = z .. QD 0 GP 5' 0 TOP OF CURB RIGHT} ANO TOP N X 60'-0" Z Z W (.� OF CURB (LEFT w w PROPERTY LINE U) Q Z 37'-0" 11'-6" Q 0 c� 0 50' a = d z 2'-0" PROFILE GRADE = 2'-0' FINISH GRADE = I_ Ld ,Il w m v!Ci PROPERTY LINE CENTERLINE OF STREET TOP OF CURB N w on MQ °._9„ 1 0 W W w 1/4" PER FT. 1/4" PER FT. 3" 0 m LL N -4 .,.r rn aG, mrn mQ, mo, mo, rnrn rn� rn� mQ, rn NOT06 E FOR CONCRETE J 6" CROWN - PARABOUC SIDEWALK LOCATIONS SEE DETAIL W n, 6+00 5+00 4+00 3+00 21+00 1+00 SNEW EE STANDARD 0 CURB OZ 28GUTTER Z EXISTING GROUND AT 3' ASPHALTIC CONCRETE SURFACE COURSE w _, CENTERLINE (TYPICAL} FIELDSTONE DRIVE WEST P R 0 F I LE 6" CRUSHED BASE GRAVEL COURSE 1 1/2' MINUS -18" SELECT UNCRUSHEO GRAVEL COURSE - 3" MINUS FINISHED GRADE AT x CENTERLINE (TYPICAL) TYPICAL STREET SECTION e NO SCALE AD NO.RB9744V2.DWG SHEET 2 OF 8 MODIFY EXISTING STREET SIGN Z*1*� W Z TO SHOW PARK PLACE TO NORTH = DAVID J. _ 3 z AND OXFORD DRIVE TO SOUTH a > CRAWFORD K O `NO. 6709PE tp J AND EAST R� w z cc Zwz om roaN m�a aw z 0 � o ZQT OC. .81-8 0 z ,. -TOC 80.29 _ �• — - - -I. P', c �OOQp- IZ LA o z-Q � �r a 0 z J 3+00 0 0 5+00 4+00 I 1 n W AN.GRADE INSTALL STREET SIGN TOC 83.75 -.. 6 SEE DETAIL fT% TOC 82.53 - ,p OXFORD RIVE v11 Z1 TOC 85.32 .o,y TOC 82.10 _ / - It _ TOC 81.50 TOC 80.29 TOC 85.54 TOC 85.73 OXFORD DRIVE ' - �> O` OJ to' UTILITY o q. �G P.I. STA. 5+96 .33 / EASEMENT Iwl Y --- Q— +0�_ 00 L-89.26'52" RT �I QI V Z —1 — + I i- Toc 82.00 0 Lq N —— — — a TOC85.98 -- — - - -- -- - - — ------ h / TCy a� auo I I =ti10 TOC 82.53 Z TOC 86.29 - TOC 84.D0 t°o N n U U U Qw0 www wwQ� a 0 O olnal O WO3 W mQ o� O °ImI I ow-i 10' UT ITY N 3 U) a X u m 1 EASEM NT o� o�z-- cz-j�x F Wz T11 I 2 In QN wogQ NZ ^ILI I yW1 +Q fX mUQV X JQ Q� viw wwgN w5 Q Q Q �'O 0 50' 100' 150' +� e i F Z^ w I I I I I I I I aZ:) >¢ I I n� W do SCALE �v�N L Wl I w z STREET NOTES: o 0 3 z 3 w z 1. DROP CURB ON CURB RETURNS AT ALL STREET INTERSECTIONS RECORD DRAWINGS o m ���I ow 2 U 6 dz FOR PEDESTRIAN RAMPS (SEE STD DWG NO. 02529-8) zz }}I}I p=z j z0 VI Io 3 AP OVED N m O]co m 0 o F X V W J J J 4 2. STOP SIGNS AND STREET SIGNS ARE LOCATED 0 o z_00 w 3 w O w 5 a p PER PROJECT ENGINEERS DIRECTIONS. �• k �: H NMI E 0.41E RAWN BY: JCR c4w-. "'w w zO J= o ? ?it 3. REFER TO CONSTRUCTION STANDARD DRAWING ESIGNED BY: JCR N m� 00 -3 _ -� -o NUMBER 02528-1 FOR CURB AND GUTTER. TMMA& DEAN 8a HOSIUNS, INC. UALITY CHECK: DJC N p m D In Z w a J a 'z TD&I� ENGINEERING CONSULTANTS „+�++ ,�0 +� Q Q +� O + 4. REFER TO SHEET 2 FOR TYPICAL STREET SECTION- GREAT FALLS-B02EMAN-KALISPELL MONTANA ATE: 1/25/9 qI(n SPOKANE WASHINGTON apm z m LEWISTON IDAHO TDH JOB NO, 69744 F o Q n j V'e w a5 w 5. LOCATE UTILITY CULVERTS (SEE STANDARD DRAWING 01235-A) N In In 1 v~i �" O `n V ro PER PROJECT ENGINEERS DIRECTIONS. HIGH POINT ELEV= 4982.49 6. IMPROVEMENTS AGREEMENT ESTABLISHED TO HIGH POINT STA 6+40-48 CONSTRUCT CONC. SIDEWALK FROM 4+37.41 PV1 STA = 5+40.48 TO 12+99 RT AND 0+52 TO 12+99 LT AS ADJOINING PM ELEV = 4981.98 LOTS ARE DEVELOPED. 200.00' V.C. N 4990 4990 'W ro m v' NOTE: CENTERLINE PROFILE G E = a ro C o TOP CURB (RI T) AND TO + m d ro OF C B (LEFT), EXCEPT AS NOTED- FINISH m '* + v GRADE I:i 4985 4985 - ------ --- > > T --- --_-- osoz m m 4980 GROUND - - O Q r 4980 _ CD Z Z > 4975 N U - 4975 d m 5' Z Li w w w 4970 ty 4970 J 50' z W (j O _ z z zU N �w N O O + + + m � Inj J +V w NQ' OM �m �d ro01 and d0' �I') rom and rm dd �m �d NM �� 00 dN n0 OIO NO NIn �O NIn MO IDN 1, 1� In N O 1� N N .O 1� In N O h tV I� N d ID f� O> - N M In InN dIn alfj de I''.j Na N� fd o''i OKj �17 Nn NN NN - 00 O'm mro mn �h AID '^In dd M17 roro rom roro mro mro mro m 0 mro I`uo mro mro °pro com a0m mm map a0ao °Dro I`r ^n ^n ��` ^n �'n ^^ ^n m mm °'m o'm O1m om °I O1 Q1m alm °'°' wO1 °im o'm a'm °'m a'm o'rn a'w am °'m p'm m °'c' a'rn °im o,m d d d d d d d d d d d d d d d d d d d d d d d d d d d d d, d d d d d d d d d d d d `{< d d d d d d d dco W 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 ?> EXISTING GROUND AT CENTERLINE (TYPICAL) FINISHED GRADE AT OXFORD DRIVE CENTERLINE PROFILE CENTERLINE (TYPICAL) AD N*1397447A.DWG SHEET 3 OF 8 0 i DAVID J. `: `- CRAWFORD `- Y NO, 8709PEy�E Of Z 'n„�ONAL az0 0 50' 100' 150' 0 50' 100• 150, V Q01 S C A L E S C A L E i t I90- I E, N Z 3 Inl z 1�ya INSTALL 6 8"X4" WYES RIGHT zI W UaW1 10' UTILITY BLOCK `I 10' UTILITYI O1LA Y EASEMENT I EASEMENT OI I G I 10, UTILITY UI I ~ .I ;o I �/ EASEMENT I 1 J I 1 1 /1 Ct1 1s', TYP I FIE E W I > �/ I 13 X BLOCK 4 0 1 i .�m Q 'v 1 e � V1 I I ti J 6+00 + IiLCIC'!i G �.. i O �1��I �Wo 1 s z I- S w 2 1 1+ o00 �W�YN .o - - I I 0 tg,03 DC a--t----}—s 1 i �i� i fraw r--_---__ -- LU 1 �� 1 "I I �UIJ w l 10' UTILITYI Q II\I I � w 1 1 EASEMENT I O Q. I 1 D" UTILITY I 0 1 (I I i9i EASEMENT I 0< TT I c]F'rrI F.v,e o n o I I I I llLUC'K E 1 1 ' UTILITY ml�l I - 1 1 wl cTl X DRAINAGE AND UTILTIY EASEMENT I EA EMENT - �1 z w O o I I I I o Q Y�r o z i� � i3 TIN < mmm a DRAWN BY: JRCNaz D n SEWER SYSTEM NOTES o o a z DESIGNED BY: JCR o w m a Y W QUALITY CHECK: DJC + + = c� 1 MAINTAIN A MINIMUM OF 18"VERTICAL SEPARATION J a N +z z a > ATE: 1%25/9 BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND y z W WATER LINE CROSSING. a zo w z TDH JOB NO. 897-4 2.ALL SERVICES ARE 4" PVC - SDR 35, PLACED 15' of z FROM LOT LINE, UNLESS NOTED OTHERWISE. `O w rn oa w +W J + x 3.EACH SEWER SERVICE CONNECTS TO MAIN WITH a N A SEPARATE WYE. NO TEES OR DOUBLE WYES o i w LLJ WILL BE ALLOWED. I`- N �' N C) SEWER LINE A LL_l cf) N — -- - - Q Z _ = w TYPE A BACKFILL C _ 0 -- - - - 4990 TYPE A BACKFLL I W FINISHE > -- ----- -- - FINISHED GRAD 4985i GRADE 4985 z Z 4985 - o - - - 4985 O Q EXISTING _` - -�---- ~ w GROUND RECORD DRAWINGS �-- --- '- O � 0 _ .f `,gyp 498 EXISTING 4980 (W O 4980 - < 4980 APP VED FJiJ./1L[r &*- /% GROUND m ` >- 0 m I i 1 Nall DATE 0.551 Z m Q Q y F. 6"SDR — — TD&� THOMAS, DPAN &CONSULTANTS INC. 4975 4975 w 5 PIPE ENGlNEERINC CONSULTANTS 169 L.F. 8"SDR 35 PIPE _ Z GREAT FALLS-B02EMAN-KALISPELL MONTAGT NA Q 0.762% SEWK�EN WASNI DAHO.F. 8 1�1 O V W m _ m 290 L - _.... o _ SDR 35 O I PIPE _ ._ ' Z z o --- - -—-- -- - V- - '' _ Of z zm z C) ao 1 G �� i o + + v J W II o II II o'' w Z 50 0 I— _ a 50 m m �n N rn m n m m ro ao �/� Nm wO lod MOB mOf �O m� M� bN No OI Q� Ol Oi c I Q _ col a a y a w w a <a av va dv Qa �a ad �e �< �a Lli 2+00 1+00 LLJ 6+00 5+00 4+00 .3+00 2+00 1+00 SEWER LINE A PROFILE FIELDSTONE DRIVE WEST — SEWER LINE PROFILE AD N0ZB9744V4o.DW7 a SHEET 4 OF 8 m o.D A. N RECORD DRAWINGS z = ` *a NO, 8709Py 709PE� 0 50' 100' 150' S C A L E �AAL In w TIM on ' THOMAS, DEAN & HOSKIIVS, INC. az0 TD8ci� U Zor ENCINEERINC CONSULTANTS I �iQ GREAT FALLS-BOZEMAN-KALISPELL MONTANA Z 9 SPWKATON WASH IDAHO c�1 P INSTALL 7 8"X4" WYES LEFT I Cti N 0 50' 100' 150' tr INSTALL 7 8"X4" WYES RIGHT S C A L E INSTALL 9 8"X4" WYES LEFT zI O - w I Az�uai r  I� i °SO { Y �J1 - t Lfj WWAwN o - f- 15 1YP. 1 a p RD DI3IV o I I I 92 I OXFORD DRI w cOth + wWWw aWo w�aN O f�1�I M 5 CA + �I rnl 1 xXft Id 11 u- — — Z>wq nl1 I - - - - - - - - - - — — — 15' 7YP. -� oJZo: F a a a w n N m Zn w 2 �Q� -a' =m 21 I A J a zOO wU I 10' UTILITY z a F- o O = of ml co m _ = V7 UUr 00 W YY> x EASEMENT 06 sa a RAWN BY: JCR SEWER SYSTEM NOTES N m + + ESIGNED BY: JCR oZ z DUALITY CHECK: DJC a 1.MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION a /25/9 N BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND N Sao 1--' ATE: z z WATER LINE CROSSING. `�� "� TDH JOB NO- B9744 w O w d z = � 2.ALL SERVICES ARE 4" PVC - SDR 35, PLACED 15 FROM LOT LINE, UNLESS NOTED OTHERWISE. a z z < z 3. EACH SEWER SERVICE CONNECTS TO MAIN WITH r A SEPARATE WYE. NO TEES OR DOUBLE WYES WILL BE ALLOWED. CV 2 N + ZN ui tn J W rn V I Q 4990 = 4990 TYPE A BACKFILL 4985 I Q 498$ -- - - - �� EXISTING 0titi z z --- ---_ GROUND �� O Q GRADE ------ -----_ W LLJ - - 4980 � z 3: � 4980 0 � 0 o _ C) 0.56%. 4975 � Z of � 0.55% 3 -- (n Q O 4975 273 L.F. B"SDR 35 PIPE Z Lf X 357 L.F. 8" SDR 35 PIPE c�1.58X LA < O Z 4970 269 L.F. 8"SDR 35 PIPE w FL - 4 70.07d 4970 N Z 0 m w 265 L.F. B" SDR .3 PIPE N o Gpv 5� o = z GJ Z w o J W O Q ox w 50, x3wo 3z 0Inz zN z J moo wro Fm w z Znnn ZN� 'o UN II Z S� < <ooI HN <mm OO'D wIO a« m co 0 z�o N� diJJ !r NWIJi �W LL- +OUW f +C2 w L o N Of~_ md e7 rn rn m rn rnd Nrn mrn N O� OnI mn nn mnD Inn nO Mn n.j W I( O N O rn m m rn m rn m m rn m m rn m rn rn 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 OXFORD DRIVE — SEWER LINE PROFILE AD N*B9744V5o.DWG SHEET 5 OF 8 N I m N = CRAWFORD NO 87DgPE z ( OMAL e o p 9" RADIUS I i OPENING FOR CURB y aZ0 ,+ O I N (TYP) I I I INLET I L L r~Q ¢ w INSTALL (5) 3/4" WATER Zpp �- w a ra 8" THICK PRECAST CONCRETE Z- m m 10' UTILITY SERVICES RLU�"h �� Y i I I O- 10' UTILITYI -� TOP I I I C.�VII EASEMENT I EASEMENT I RECORD D RAW I N G S �'` APP VED - NME/1 LE DrTE �.- % i wI-I I x 4 FIE DSTO IJE DRI WES Z THOMAS, DFAN dt HOBKINS, INC. f �i o TD& ENGINEERING CONSULTANTS 6+UU M n M- GREAT FALLS-BOZEMAN-KALISPELL MONTANA I LEWIST WASNIN !, F- - LcijJp,) SP KA E GTON GTON �/ vI wl I CI v 2 ON •,T j j I w nWi r — _ 1 CURB INLET DETAIL 1 Aim w l 0' unurr Q Ln I ti N 1 � EASEMENT I !� V Z NO SCALE C w[e�I�I Qwo �� U www 4 w �0 0n uu Ca wZF n 11,(IC'h; 1 I ;ow I o00 �Yn Iil,c1C'I� ti 1pL �Z z 0 50' 100' 150' 3 CURB INLET CASTING AND 5 8" o11 1 Q a W w x Fu I I I I I I I I DIA SMOOTH ROD, 6" DOWN AND 11101y 11 ViJ x O w Y N d S C A L E 5" OUT, FROM TOP OF BACK OF HOOD �I I z 9 °J Yo SEAL ALL JOINTS WITH 111 O m wZ m om RAM- w p NEK SEALANT OR � w � N � EOUAL O F F a 8"THICK PRECAST ¢4 4 au `axpariw wxu row 03Y 20NCRETE#4's, TYPO(2' COVER) �I al of o^rm noon iO1„wm D� 05" wl� NUj + mz yJ0 +Z �I a� p >] 3 OPENING FOR CURB m m m INLET DRAWN BY JGR 4990 48" RCP 4990DESIGNED BY: JCR ((MMUS MEET7 TYPE A BACKFILL MM C478) DUALITY CHECK: DJC FINISHED ATE- 1/25/9 ---_ GRADE `��„ w TDH JOB N0. B9744 -------_ _ WATER SYSTEM NOTES: ;I FLOWLINE EXISTING GROUND _ PRECAST CONCRETE 1. MAINTAIN MINIMUM OF 18" VERTICAL SEPARATION BOTTOM �w ATTEEUCRISEWER/STORM PIN AND WAR LINE CROSSING, EXCEPT AS NOTED- 1` 9 N 4980 4980 2.SEE PROFILES FOR CLASS OF PIPE AND FITTINGS, co !� 1O 3. NEW WATER LINE SHALL HAVE A MINIMUM OF 6.5' OF '' W I COVER, BELOW FINISHED GRADE. EXCEPT WHERE NOTED OTHERWISE. GP 5 i 4.WATER SERVICES SHALL BE NO CLOSER THAN ,B" SECTION A #4's AT 12" EACH WAY (TYP) Q z FROM OTHER WATER SERVICES, ALONG THE MAIN. 0 5,ALL WATER SERVICES ARE 3/4" IN SIZE AND PLACED NO SCALE r, 50' Li CENTER OF LOT, UNLESS NOTED OTHERWISE. 7-J w STA. 1+00 TO 5+70 6. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, AUXILIARY VALVE & BOX. a > INSTALL 470 L.F. OF 8" a DRAIN GRAVEL, AND CONCRETE THRUST BLOCK (SEE CONST. STD, NO. 02718-4). PIPE, CLASS 51 DJ_ �x 7.FIRE HYDRANTS TO BE LOCATED ACCORDING TO CONST. STD. NO. 02718-3. o^ + + m Oo w S.ALL VALVES TO INCLUDE THRUST BLOCKS ACCORDING TO CONST, STD. NO. 02718-1. + + + 9.ALL FITTINGS TO INCLUDE THRUST BLOCKS ACCORDING TO CONST. STD. NO. 02713-1. CURB INLET CASTING Q (NEENAH R-3067 OR IFCO 515-7) Z Z w �t0 �O �O n0� Ic! mo WN nm 10 NM ao m^ oo ro to vi a a ri ri m o SEAL ALL JOINTS WITH Q < J a0 m m m m m m °0 m l m a0 m°0 m m m'O m°p RAM-NEK SEALANT OR a da as `*a aer dI d'a va EQUAL 6+00 5+00 4+00 3+00 2+00 1+00 B" THICK PRECAST CONCRETE O/ �!W �_ TOP Q C 0 FIELDSTONE DRIVE WEST WATER LINE PROFILE z Ld 24" OPENING FOR CURB INLET ZQ Q Z 112' c W 0 48" RCP = Cw w (n R/W R/W N Q H 1 t5' 1 LS' 63.0' (SKEWED) 11 5' 14.5' LLJ I I I I v,I_ I I TOC 84.D TOC 83.75 0 FL 78.68 FL 78.40 FLARED END J SECTION W 1'j LL_ FL 78.76 ro FL 78.20 24" RCP CLASS III SECTION B -----PRECAST noM CONCRETE W SEE DETAIL 1 NO SCALE #4's AT 12" EACH WAY (TYP) Q F.E.T. (SEE C.O.B. CULVERT CROSS SECTION 2 NEW CURB INLET STANDARD DWG. 02724-3) SEE DETAIL�1 0 5 10' 15' 6 I I I I I I I AD N(RB9744V6o.DWG SCALE 1" = 5'. HORIZ. AND VERT IS SHEET 6 OF 8 m N *. DawD J. "j1 RECORD DRAWINGS z ;`;NORA8709PE,..',- o so' i oo' 1 so' o NA El l LE � INSTALL (7) 3/4" WATER I I 1 I I I I I AAL P SERVICES S C A L E o so' Too' T 50' TDBc THOMAS,DEAN 8t HOSKM,INC. �°`t` d 'zo 0 m1.a ENGINEERING CONSULTANTS P 11 F Q I I I I I I I y GREAT FALLS-BOZEMAN-KAUSPELL MONTANAZUp SPOKANE WASHINGTON I I OZ- S C A L E INSTALL (16) 3/4" WATER LEWISTON IDAHO I I I U]fi SERVICES OXFORD_DRNE `l lr I I C, to I AM c j - W w w \ - --- n 1 I - inl a 3 �4 i ®�a per{ !• --- I - - 0j j "tlVy � OXFORD D E i 110 9 00 7 9 6+00 I 511 0�1 1 '2 1 ! 10' urlu rn ' I W o co WI W - W - I EASEMENT O l j W In 3'tt �v� z UJ ^ 1 wOfEtof aw —, --- Www WwQV) ---- - -- ------ ------- PROVIDE (3. - \ � pl pl pl ® Q y In -- -_ ) NEW WATER °'I I ff d W a SERVICE LINES TO EXIST. II - I C9 u1J N x SERVICE TAPS BY CITY WATER MAIN al`"I z Lno PERSONNEL CONTRACTORxm �1 Iu SHALL INSTALL AND TEST I I I m o>6 SERVICES. Iw-W a 10' UTILITY p p o 3 +z I7 w 3 I I EASEMENT �' = a x zW LLo o cyi xE . o�m wlr l ww WATER SYSTEM NOTES- w " m o �w vo >r+ - o+ moots ,0 I I l ' '� + N t U + C! Y Y Y >Z 1. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION W m >Z "� o N w U m m m w O BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND F ,'-iI o II = a ¢�'z z Sv v WATER LINE CROSSING, EXCEPT AS NOTED. w v Y ~ N^ 3 �`�U z a < o DRAWN BY: JCR o Y 2.SEE PROFILES FOR CLASS OF PIPE AND FITTINGS. X a r `I y - z w 0 .0a ri DESIGNED BY: JCR 3.NEW WATER LINE SHALL HAVE A MINIMUM OF 6.5' OF w.pz °Doo a amp UALITY CHECK: DJC < e,im� COVER, BELOW FINISHED GRADE, EXCEPT WHERE NOTED OTHERWISE. + +w m 4. WATER SERVICES SHALL BE NO CLOSER THAN 18' I^.'`o ,10.,m m vdS o ATE: 1/25/9 n N N FROM OTHER WATER SERVICES, ALONG THE MAIN. ou +o i Z + +: 5.ALL WATER SERVICES ARE 3/4" IN SIZE AND PLACED 0 1O a In ro 3 TDH JOB N0. 69744 IN CENTER OF LOT, UNLESS NOTED OTHERWISE. r-•-�� 6.FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, AUXILIARY VALVE & BOX, 0 '3" DRAIN GRAVEL. AND CONCRETE THRUST BLOCK (SEE CONST. STD. NO. 02718-4). 7. FIRE HYDRANTS TO BE LOCATED ACCORDING TO CONST. STD. NO. 02718-3. B.ALL VALVES TO INCLUDE THRUST BLOCKS ACCORDING TO CONST. STD. NO, 02718-1. N 9. ALL FITTINGS TO INCLUDE THRUST BLOCKS ACCORDING TO CONST. STD. NO. 02713-1, 4990 4990 W TYPE A BACKFILL --_ EXISTING GROUND 4985 z- ------ Pv 5' - > o --- - Q 0 4980 0" - N --- so' 4980 Z Z 6RADEEO ----` _ N Z Ld 497.5 4975 Q W m Q Z 4970 a 4970 U) Q O STA. 2+69 TO 13+34 LL- w o INSTALL 1043 L.F. OF 8" _ X m W PIPE, CLASS 51 D.I. w w O o O W N z IV a � O" o O wJJ W o W .. O ¢ d W Q W W �� V) W V > N H > m >Vx(1 V� M m O r N wi w a0 W W Q -+ + + + + + + + +o J ^ N rn N ^ t0 rn ? IG rn r d ,!1 0 Ld N d d Y M N N - Of O ^ N N N O rn Op of W 10 m OJ w W I� W m m m © z co W � rn rn rn rn rn rn o+ rn rn rn rn rn rn rn rn rn m rn rn rn rn rn w rn o, V) 13+00 12+00 11+00 10+00 9+00 8+00 7+00 N a 5+00 4+00 3+00 2+00 1+00Ld r 00 O 00 NOTE: STATION EQUATION + + 5+85.44 BACK = 6+07.20 AHEAD a OXFORD DRIVE WATER PROFILE 'AD N(FB9744V7A.DWG SHEET 7 OF 8 6. REMOVE AND DISPOSE 77 LF OF 12"AC PIPE x '*�`•` 7* COORDINATE TABI F, DAVID J. CRAWFORD NORTHING FASTING ELEVATION w STA 5+43 TO 13+34 o N0. 6709PE j p REPLACE 92 SY OF ASPHALT F �� J CP 1 2000.0000 6000.0000 4877.19 = SEE STD. DWG. NO. 02500-10C CP 2 2138.0580 5998.2060 4873.39 ¢ LANGOOR PARK LIMITSiv w OMAL `` CP 3 2833.6860 5849.9050 4871.46 OF CONSTRUCTION CP 4 2780.0630 5707.9730 4877,83 F � m v, I - 1 N .. � C + � II j Z pO W6 W 8 QOMH1 3093.4040 5723.6510 4875.40 7RAAVE.805. 330 566.9140 487781 ZMH2 ZMH3 2806.7950 5851.2690 4871. MH4 2431.3510 5940.910 4871.37 r_--- ---------- ---- mN o rn MH5 2112.5880 6019.1770 4873.37 STA 5+61.5 Q m _ Q MH6 2035.6330 6019.2230 4875.58 REPLACE 6 LF OF CURB AND GUTTER. i 3 T a" N w REMOVE AND DISPOSE STA 1 E 25 io U Z z w U �I Z J 386 LF OF 12" AC PIPE 48' REPLACE 25 LF OF iO z a W z ZI z a 1.v1�.y.1 w 4870- CURB AND GUTTER Nw ~z x N wl W; x�IL w NZ w4 �r W YJ �I HI o n F a 2z 01d •N V Q i �. '/^ -lab 1 328REM0LVF OFD12YSACSPIPE Ww No o>wCL Q l UI}UI�j `�jvCyZ MF z ` J W 00 m w=Z II-CI-� Q m RzW P i 18" 4872 / a ------------------------- za �z p3zm W a I c aw Uw U �W Iv N Q Sg e J+ / U Q� wU z Z2 ,mil On>> Z I I I �W co J ,� zw 103'04'19" / d og +-(w �� M J�a to I I ti N ZSTA 1+00 TO 5+43 �� 4 2 ------------ / o zw ^'>o Alm > OZ a w REPLACE 88 SY OF ASPHALT w / n O x =w U U c�.� Q W SEE STD: DWG. NO. 02500-tOC ria '' �./ nrn� o la-w¢ `a..aaz �tntn OGtll`ZF- a w O M z cn Er v1�3cs W W w .A (A �n>o z wm`M° ryaw 0�� Qy� azz f <a m8 �I�1m KD W omm i +N II gmz Z rnl°iI� !� (7 VIJ maw �n� ,,yl^I� I P x �LLLL ^I�I a N 1 I I L"<<P rn Z NOTES: 0 50 100' 150 3 a N 1.DISTURBED AREAS WITHIN LANGHOR PARK SHALL I I I I I I a s z BE RESEEDED AND PROTECTED FROM EROSION S C A L E o 0 0 B,. G o�n ACCORDING TO SPECIFICATIONS. ALL PARK AREAS AND BENCHMARKS. rltnl 1 z x THE EXISTING TRAIL FROM 5+61 TO + W 12+23 SHALL BE RESTORED TO ORIGINAL CONDITION RECORD DRAWINGS wl W o U CITY OF BOZEMAN DATUM �I m x g 2. EXISTING SEWER SERVICES SHOWN WERE LOCATED I I )i, z m S�mod'a FROM CITY RECORDS. THE CONTRACTOR SHALL SITE BENCHMARK NO.1 AP ED WUN Z �� SATISFY HIMSELF AS TO THEIR EXACT LOCATION. CITY BENCHMARK NO. 238 TH ;,,ter 7 m m m I LI w mo 3.CONTRACTOR SHALL VERIFY THE LOCATION AND BURY E SUEDE OF WILLSONWILLSON = r7 A� ¢ x zp, ai m DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION. w AND MASON. NORTH BOLT OF F.H. �L DRAWN BY: MES w3o� N3 ,+,,>0 4. ALL EXISTING ASBESTOS CEMENT PIPE BEING REMOVED SHALL EL. = 4881.22 rrtLL DESIGNED BY: JCR z w a, z Ox SHALL BE DISPOSED OF IN APPROVED, LEGAL MANNER. SITE BENCHMARK N0. 2 z�zao a adz DUALITY CHECK: DJC ��ao 5. CONTRACTOR SHALL SUBMIT TRAFFIC PLAN WITH CITY BENCHMARK NO, 398 TFIOMAS, DEAN & Hd6IQNS, INC ATE: 9-98 zoo ao ROAD CLOSURES TO THE CITY OF BOZEMAN FOR ON N. SIDE Of HOFFMAN BETWEEN TD& ENGINEERING CONSULTANTS +W.n GREAT FALLS-BOZEMAN-KALISPELL MONTANA TDH JOB NO. 89744 +o o r- APPROVAL PRIOR TO CONSTRUCTION. TRACY AND BLACK ST, SPOKANE WASHINGTON NORTHEAST BOLT OF F.H. LEwlsroN IDAH xw0 6. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE a a z SEWER SERVICE FOR 1805 S. TRACY AND MAINTAIN SERVICE EL. = 4877.97 rn 3 DURING CONSTRUCTION TYPE A BACKFILL N TYPE B BACKFILL TYPE A BACKFILL w x 4880 Al w Q w oI_ LIJ v > v L �\ ���' EXISTING GROUND `" 1° FINISHED GRADE /o�' Q cc a w w na > --_ - ---- �\� v1 < W (no O 487 a > Q x 0.127 0 3 0.14% m a 0.30% 0.187. - Q Z 328 LF 18" T-1 PVC PIPE 78 LFT 1 Q O w 154 LF 18" O.D. HDPE, 100 si, 386 LF 18` T-1 PVC PIPE w 5 289 LF 18" O.D. HDPE, 100psi, DR 17 PIPE. (BY BURSTING) w > PVC PIPE m w o DR 17 PIPE. (BY BURSTING) 3 a < p Z (n vwi w 3 m V 0 3 m c < z CC 4860 w' N G O I..LJ z z �� a D N W z h� 5' z o O m Z z L U O W W Z `i' < In3z <vlWz o N o N w 3 I^oalo f NN z 50' x '^ �zcn xmInwoz w„INN WO1� a Q m Z wMIDmIOO Q f O m �bw n II rn ��w ne 1w M00 J L u +LJi lJi li + I�4J IJi a J N1 II II II a JIIII I IJ III II w �I-/� + 1� + li +IJi IJi +LLI eifl,i CIO v/ IL_ Ld 1+00 2+00 3+00 4+00 5+00 6+00 7+OD 2-r,�, Ll 3 O 9+00 70+00 11+00 12+00 13+00 OFFSITE SEWER LINE PROFILE AD NO.R69744V8.7WG SHEET 8 OF 8