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HomeMy WebLinkAboutWest Winds Subdivision Phase 1A & 1B - Oak Street & N 27th Ave i PLANS FOR ' - WEST WINDS PLANNED COMMUNITY FALLa BOZEMAN, MONTANA � ' T ,� -� �� PHASE 1A & 1B SUBDIVISION - ---T - MM Crt1' �- OAK STREET AND NORTH 27th AVENUE -- r y ; - 1 ROAD AND UTILITY PLANS L� _ •eMM VKVUY MAP NOT TO SCALE BOZEMAN, MONTANA NW Corner of Section 2,2`B.C. North Y�Corner of 77s Es',o.2s' 34 35 Sect on 2. 2Y`e c. -WD1 5606 S` below asphalt f, S89"43'S1"W 2644.67' TIS, RSF, T2S, RSF. 3 2 3 �m tN ui 17 N , C5 G M D O` O �P P RE ARE Center North ks Corncv of Section 2 s 2Y:D.c "iitt Es` PREPARED FOR: PREPARED BY: QUEST WEST, LLC. HKM ENGINEERING, Inc. \ 3825 VALLEY COMMONS DRIVE 601 Nikles Dr. Suite 2 N SUITE #4 a 'L Bozeman, MT. 59715 N M 3 BOZEMAN, MONTANA 59715 ENGINEERING (406) 586-8834 FAX (406) 586-1730 i /� :'�( M PROJECT NO. 048067.'"0 '""'E 2006 RECORD DRAWING s^ N INFORMATION 12/20/2006 west Y.Comer of Section 2, 1'Pipe. 0 1.5'below surface�_ a oAlc seea<r PHO.ECT MAIVACfJ4/BIIGPJSER $ S89'42'52"W 2639.32' Center of Section 2 1'0.0.kon Pipe } T Location Map of the YK mork.d•s.s.& ,,4:= WEST WINDS SUBDIVISION C.En9 *-CLINTON 0.', _ C Sheet No. U— :mac //"""�� -o; y,10766 PE-;2�u` � MN Q/in F AF in the NW Y4 of Section 2, T2S, RSE, P.M.M. =s Pho/bcr Arepsr '-Swan E"P t"eiaNS9a14 kia Copyright 0 2005 HKM Engineering Inc., All Rights Reserved. 1. THE LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND THE 7. OAK STREET SHALL REMAIN OPEN THROUGHOUT THE Ol1HLA110N OF THE ts. CONTRACTOR SMALL BE K6POMNSIBLE FOR OUST CONTROL, USING 22 ALL FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF BOZEMAN CONTRACTOR SHALL FIELD VERIFY PROIR TO CONSTRUCTION. THE CONTRACTOR IS PROJECT. WATER OR OTHER METHODS APPROVED BY THE REPRESENTATIVE STANDARD DRAWING NO. 02660-4 AND N0. 02880-5 REOUNED TO TAKE ALL PRECAUTIONARY MEANS TO PROTECT ALL EXISTING UTWIIES, 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL. 16. FED VERIFY INVERT ELEVATIONS, PIPE SIZES, LENGTHS • 23 STREET MAR!(ERS REGULATORY, SIGNS AND DEAD END BARKERS 5 INCLUDING, BUT NOT LIMITED M. DETOl1RS, SIGNAGE: AND FLAGGING PERSONA. CORRUGATIONS, AND MATERIALS BEFORE ORDERING. SHALL BE INSTALLED PER CITY OF BAOZDMAFN STANDARD DRAWING NO. rc 2 WHERE CONDITIONS ARE ENCOUNTERED WHICH APPEAR DEFERENT FROM 0981D-1, 09810-2, AND OD810-4. v THOSE INDICATED ON THE PLANS OR W THE SPECIFICATIONS, THE CONTRACTOR 9. ROAD SKINS SHALL BE INSTALLED IN COMPLIANCE WITH THE CURRENT VERSION 17. EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR, SHALL NOTIFY THE REPRESENTATIVE PROW TO THE PERFORMANCE OF WORK. OF THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES'. OUANITIES AND LOCATIONS SHOWN IN THE PLANS ARE FOR ESTIMATING 24, ANY EXISTING ON NEW VALVES WF#CH CONTROL THE CITY OF BOZEMAN $ i PURPOSES ONLY. WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONEL ONLY. x 3 ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE 10. ALL EMBANKMENT MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH L5 CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SECTION 33 MONTANA PUBLIC WORKS. I& ALL UTILITY TRENCHES SHALL BE BEDDED, BACIffILED, AND 25. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM • SPECIFICATIONS FIFTH EDITION, MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS COMPACTED PER CITY OF BOZEMAN STANDARD DETAIL NO. 02221-1. FIFTH EDITION UNLESS INDICATED OTHERWISE ON THE CONTRACT DOCUMIENTS. 11. LIMIT CONSTRUCTION AND SUPPORT ACTIVITIES TO THE CLEARING LIMITS, OF 24-HOURS PRIOR TO BEGINNING ANY WORK. yN i ORDER OF PRECEDENCE SHALL BE CITY OF BOZEMAN MODIFICATIONS, FOLLOWED BY 18. ALL CURB AND GUTTER SHALL BE CONSTRUCTED PER CITY OF MONTANA PUBLIC WORKS. 12. ALL EXCAVATION SHALL BE PERFORMED UTILIZING TRAD17IONAL EXCAVATION BOZEMAN STANDARD DRAWING NO. 02528-1. 4. CONSTRUCTION SAFETY AND SAMSTAnON FACILITIES SHALL BE PROVIDED BY MEAN: (BULLDOZER, EXCAVATOR, ETC). BLASTING OF ROCK MATERIALS SHALL 3 THE CONTRACTOR AND MNNTNNEO BY THE CONTRACTOR- NOT BE PERMITTED WITHOUT PRIOR APPROVAL OF THE REPRESENTATIVE. 20. ALL DOUBLE GITTERS AND FILLETS, SHALL BE CONSTRUCTED PER CITY 30 OF BOZEMAN STANDARD DRAWING NO. 02529-1 AND NO 02529-2. 11 ANY REMOVED STRUCTURES SHALL BE DISPOSED OF OFF THE SITE IN A �^ 5. THE CONIRACOR SHALL PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY LAWFUL MANNER. 21. PEDESTRIANS RAMPS WILL BE CONSTRUCATED AT ALL INTERSECTIONS m FROM DAMAGE DURING CONSTRUCTION. PER CITY OF BOZEMAN STANDARD DRAWING NO. 02529-8. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ANY AND ALL 14. THE CONTRACTOR SHALL PROVIDE A SET OF AS BUILT DRAWINGS TO THE UnUTIES IN THE AREA PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. REPRESENTATIVE PRIOR TO THE FINAL ACCEPTANCE. 0-1 AD 0 VEY CaWTROl NILf 0 9 0 9 PROJECT HORIZONTAL DATUM: ASSUMED a PROJECT VERTICAL DATUM: Z z CITY OF BOZEMAN (WEsr u,us� Two..,. ,.,w. orrcwuG NdTEe) H Of U � $ Z • O CS ShEFT AVEX SHT. A/0. nrLE z (1.1 COYM AN ET x 0-2 BeeIAL 11107 ,PROJECT L91=11 I►i1HF NM u C-1 OAK STILT PLAN A PROFILE • C•2 OAK STRHT PLANS PROFILE C-A OAK ST N ET PLAN A PROFILE C-4 NORTH!TILL AV9NE PLAN A PROFILE C-5 NORTH Y7TH AVM PLAN A PROFILE C-6 OAK STFMT NOS PLAN * y C-7 OAK STAIEET SIO1NI1 I PLAN ae NORTH 27TH AYBRE ANNNRIB PLAN RECORD DRAWING 101�'; 0.1 OAK STTIHT AND 27TN AVIMIIE TYPICAL SECMW qEo D 2 BMW AND PAINTM I STOINLSTATER DETENTION POND DETAN,A INFORMATIO�+N D 2 OAK 5111@T CINYER DETAL 12/2O/2006 O1 m u CV s c0a)� C3 a cn N L Jr 699 ERAL PROJECT LEGEW �/�� 00 �p��� c CO Ln 000 COMMON ABB A�/4/7CN OF c N a � �o EM7 fmw AEW 17BW SD STORY DRAIN Pm POW OF VEiTC'.AL INTERSEMKIN W Z N u o 0 M� n PP POWER POLE BVCS BEOIN VERTICAL CURVE STATION 0 O O �t Q —4725—EXISTING GROUND INDEX CONTOUR NEW TOP BACK OF CURB -------NEW UTILITY EASEMENT GA GUY ANCHOR EVCS END VERTICAL CURVE STATION S '0 co a EDP EDGE OF PAVEMENT BVC£ SND VERTICAL CURVE ELEVATION I EXISTING GROUND MINOR CONTOUR '� NEW SIGN -------NEW LOT LINE LF. LINEAL FEET EVCE END VERTICAL CURVE ELEVATION ? EXISTING EDGE OF ROAD NEW SEWER MANHOLE —_—--NEW PUBLIC RIGHT-OF-WAY . I��Fhj � EL ELEVATION I.E. INVERT ELEVATION EXISTING POWER POLE NEW SEWER LINE —NEW ROAD CENTERLINE (SNP) TYPICAL INVERT uNVPE L INVERT ER ELEVATION O POWER � EXISTING METAL POWER POLE S NEW WATER VALVE z i S• SLOPE 11C lE1 UNDERGROUND TELEPHONE —PWR—EXISTING OVERHEAD POWER f NEW WATER LINE MJ BEND C.B. CATCH BASIN IN INCH °L EXISTING SKIN 'Y NEW WATER LINE TEE MH MANHOLE CMP CORRUGATED METAL PIPE W ® EXISTING SEWER MANHOLE CL _�h NEW WATER LINE CROSS DH DRKL HOLE z FL FLOWLINE FT FOOT V. $ SWR- EXISTING SYNER LINE V NEW FIRE HYDRANT OHP OVERHEAD POWER CP CONTROL PINT Z C.O. CONTRACTING OFFICER VERTICAL EVE W S EXISTING WRIER VALVE NEW WRIER LINE C.O.R. CONTRACTING DIFFICER CID CONTROL POINT A EXISTING FIRE HYDRANT 0 NEW STORM DRAIN MANHOLE REPRESENTATIVE Sheet No. o 'A' - EXISTING WATER LINE O LT LEFT PC POINT OF CURVE NEW STORM DRAIN DROP INLET PT POINT OF TANGENCY CURVE COEFFICIENT 3 NEW STORM DRAIN LINE AKD ALGEBRAIC DIFFERENCE G—2 JS Copyright 0 2005 HKM Engineering Inc., All Rights Reserved. o o -, � r No o n ?a- �-. oa-* RECORD DRAWING 21 n m N Cn 90 M)0 o INFORMATION : '5 - +S s �g 12/20/2006 , W �w of A Y tlf~/I-3 n ��2 pp n Ntn IT o t;q f: N18z f- Hlt z N fA♦ N* N Z c t I U INSTALL CENTER --- INSTALL DOUBLE I • 1 v,,qd CUTTER vTH FILLET. &GUTTER TO NORTH SIDE AM AT . CONSTRUCT TEMPORARY MEDIAN WITH CURB A[ I.. CITY OF B02Eh1AN �I I NOTES: ' = o DRAINAGE TEMPORARY AND GUTTER (SEE NOTE 1) .STANDARD DRAAN ' - I 1. INSTALL CENTER MEDIAN WITH CURB RETENTION POND A 32 INSTALL ROAD SECTION IW. 02529-1 3 �I N N TERMINAL ENDS. SOUTH SIDE CURB h o 3, i D-1 STA 9+71.Nl2 TO �-2(�) x I GUTTER EXISTS GRADE INTERIOR o 0 %pi STA.21+05.00 I U MEDIAN AREA PLACE NX' TOPSOIL AND • _ / �1 {. SEED WITH DROUGHT TOLERANT MIX - o '✓ ---------- I -� INSTALL PEDESTRIAN I 1 j NOT NEEDING IRRIGATION. m -------- ---- '--- '--" - RANP (TYP), CITY OF ` I o BOZEMAN STANDARD I I (/ o DRAWING N0. 0252I-0 111, : t:����'� _ r _ _ I I o 00 4- = - - -11+00 -' - - - - - - - - 17+00 1B+00 19+00 20+QO vy)1 • 11 Q n f-- 7- N 9 _ g - -- I 01 . __ �� -- --_—__ ___ ____ - - _ _ _ __ - IE -- 9 _- _ r - -- - o V ad - - _ � z_ _ - - W - 7—�—- � REMOVE EXISTING - - - - - - - : _ � M � 8 CURB &GUTTER / Its I U - N - < CUIRII Nk OUSTER EXISTMI I `` ( ) -. - - - -- - / ! I , 3 I I j 0 m I I ( ) - - - - - - - - - - - - - - - 4 - I o. 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U K u OQ O y K V U n o CA W>1 ^Cf 1 O 'C,1 01 O - ?W1 n oXR ox r'i %-I t�ox loi 0 � o m J{ a I. gF9> < a '>y aFv>{ 8 I11 GS pFQ®* dm� �Zm+ '7Cn w < in inl St Iri Y1 G1 Ci R Gi � ls!1^ 1�i 0 1 �8i�� • nN + 2 ++w I�j + NL7� 8� n �j n rc>-� > Qg� i- VI ILL IL ILL .l.L .LL I NOTES 0 II INSTALL DOUBLE --- ---- ---- ----- ---- - -- -----� ��y 1. INSTALL GOITER MEDIAN MATH CURB • m r _ ____J SEE EET II-2 0 OIITTQi WITH FlIJ.ET, w / RAMP(TYP d I I 1t GUTTER TO NORTH SIDE AND AT yy �. 2 FOR'STDTFM OET / CITY OF BOZEMAN I - �^ BOZEMAN STA�I�ARD I I TERMINAL ENDS, SOUTH SIDE CURB t /n 1 \ I \. / 0 0232D-1STANDARD�d M I j N DRAWING N0..0=-8: OUTTER EXISTS. GRADE INTERIOR .. o 1 �$ L MEDIAN AREA, PLACE 8" TOPSOIL AND ; m s Mp1OU I / / 02529-2(TYP) INSTALL BLE I 1 0 ; 4 SEED WITH SOD NN MIX. X 1 81. V CI9 BOZEMAN _ OfST L 11 Gs.00 LF. A -�8 °UTTER TH FILLET. , ; C� M I�_ INS7 77.0 LF INSTALL i -4 pTM ��� I , 2. CONTRACTOR TO COORDINATE WITH I _ ,T ARD DRA I OaOMT 2. ROAD - N RAMP ( )-CITY OF ARD 01"NG I I V NORTHriESTERN ENERGY FOR THE m 1 T00. 720-1 (TYP) � 48*0 EGUIVALENT ANDARD I ,- STA. 21+05.00 TO NO. 02529-1 Q I I REMOVAL AND RELOCATION OF POWER RCP Niel PIPE - 1I0. 02529-8 LOT 1ST LOT 2 LOT 2A LOT ffi LOT 3A L Sk 33+00.00 - OIiA - 0 -2(TYP) I POLES INTO CENTER MEDIAN ISLANDS . CP-10c1 _ oollMor+oao+sPAct-aaQ unu>r[ASEu�+r - - - rn "e 0 3 ECORD DRAWING • 8 1j. - - - - 55 L," - M" "� sAN INFORMATION _-- - w ��++ 4 _ - �- -- - - - -- - -� 12/20/2006 Q F -wx - - - --- -- - -- - --- -- -- - -n! - - , - G�t�� 0 i� Q ZI - - - I. 32+ � I O W w � 1- (=j I /P'V� CONE T OF te�:°a1P axvTxT GUT�A�101E . I NF YO i : I 1 ./.i ICURe:A1M)GUTTER 1- OMIB AND GUTTER i 1 I : V o 10. 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COMPLIANCE WITH CITY OF BOZEMAN IN CONFORMANCE WITH SECTION 02581 OF THE aNEW FLEMBLE DELINEATOR(YELLOW) STANDARD DRAWING NO. 09610-2. MONTANA PUBLIC WORKS STANDARD _ SPECIFICATIONS. Z 2. SIGNS. INSTALLATIONS. POSTS AND r MOUNTING SHALL BE IN CONFORMANCE WITH 6. ALL CROSSWALK SIGNS AND CROSSWALK - N- W CITY OF BOZEMAN STANDARD DRAWING NO. ADVANCE WARNING SIGNS SHALL HAVE A W OBB10-1 AND NO. 09MG-4 AND THE MANUAL FLOURESCENT YELLOW GREEN BACKGROUND. z ON UNIFORM TRAFFIC CONTROL DEVICES. 7. SEE SIGNING AND DELINEATION DETAINS FOR $ 3 PEDESTRIAN CROSSING SHALL BE IN PARKING RESTRICTIONS AND ADDITIONAL l CONFORMANCE WITH CITY OF BOZEMAN INFORMATION. 2 STANDARD DRAWING NO. 02581-1 AND & DO NOT DISTURB ElOS11NG SIGNS ON SOUTH W i; 02581-2. SIDE OF OAK STREET. Sheet No. 4. PAVEMENT MARKING SHALL BE INLAID 60 0 60 120 A—� THERMOPLASTIC OR PRE-FORMED PLASTIC 3 TAPE. AND SHALL BE IN CONFORMANCE WITH scale feet (v' THE MANUAL ON UNIFORM TRAFFIC CONTROL b DEVICES. Copyright 0 2005 HKM Engineering Inc.. 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SEE SIGNING AND DELINEATION DETAILS FOR I PEDESTRIAN CROSSING SHALL BE IN PARKING RESTRICTIONS AND ADDI110NAL CONFORMANCE WITH CITY OF B0ZEMAN INFORMATION. g Z z STANDARD DRAWING NO. 02581-1 AND g DO NOT DISTURB EbSTING SIGNS ON SOUTH W 02581-2 SIDE OF OAK STREET. Sheet No. 4. PAVEMENT MARKING SHALL BE INLAID THERMOPLASTIC OR PRE-FORMED PLASTIC 60 0 60 120 TAPE, AND SHALL BE IN CONFORMANCE WITH scale feet C—V THE MANUAL ON UNIFORM TRAFFIC CONTRA DEVICES. Copyright 0 2005 HKM Engineering Inc.. All Rights Reserved. I e o . 125.00' 60' HARVEST CREEK PUBLIC RIGHT-OF-WAY 66' WEST WINDS r e m N a 8.00' a ¢ 5.00' 8.00' BIKE LANE/ 12.00' 11.00' 6.00' BOULEVARD • 0 i SIDEWALK BOULEVARD EMERGENCY DRIVING LANE DRIVING LANE 2Q00' BILE LANE/ VARIES&00' � PARKING TURNING LANE/ 11.00' 11.00' EMER004CY TO 1200' 6.00 ! p (EXISTING) (EXISTING) EXISTING (EXISTING) (EXISTING) USED MEDIAN DRIVING LANE DRIVING LANE PARKIN. 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DEPTH p U 90.00' p PUBLIC RIGHT-OF-WAY [L[!INFORMATION D DRAWING a 0 B�WE/ 14.00' BIKE�E/ o $ 6.00' 5.00' EMERGENCY 14.00' TURNING LANE/ 14.00' EMERGENCY 6.00' 6.00' o 1.00' SIDEWALK BOULEVARD PARKING DRIVING LANE RAISED MEDIAN DRIVING LANE PARKING BOULEVARD SIDEWALK 1.0(' 0/2006 • 0 200' 200' a C. 200' i 200' d z s, SPILT S_ o .1k1——___ I •. cum CURB ARD �. 10;1_ • 6' TOPSOIL 6' 1� COMPACT SUB—DRAM u SEEDED MATH SEEDED WITH CONTRACTOR TO CONDITION PLANT MIX ASPHALT SURFACING SOD/LAWN MIX SOD/LAWN MIX AS REQUIRED TO MEET 3• MIN. DEPTH 4' M-4000 CONCRETE 9: - COMPACTION REQUIREMENTS 4n� . CRUSHED GRAVEL BASE COURSE 6' MIN DEPTH r WASHED GRAVEL o s9�0NA E ���\ NORTH 2TTH AVENW -SUB-BASE COURSE WiDVEN GEOTEXTI E FABRIC TYPICAL SECTION 3' MINUS PIT RUN GRAVEL AMOCO 2004 OR APPROVED 6) NOT TO SCALE 10' MIN. DEPTH EQUAL -6 m 1.; a N c g i Ch 4&00' W C •- PUBLIC RIGHT-OF-WAY a O �- p ai2 05OO 8.00' 6.00' 10.30 ta10 00' SIDEWALK 50' C O S I. DEWALK BOULEVARD DRIVING DRIVING 7.00' W N _ CO LO �U X hie � 10c6 In 200, gc 200' STANDARD am Z CURB a7s' W W z $ COMPACT SUB-GRADE PLANT MIX ASPHALT SURFACING ur ' CONTRACTOR TO CONDITION 3' MIN. DEPTH Z AS REQUIRED TO MEET CRUSHED GRAVEL BASE COURSE W a COMPACTION REQUIREMENTS 6' MIN DEPTH SUB-BASE COURSE Shee[ No. 3'MINUS PIT RUN GRAVEL g �C� NORTH 27-TH AVMM 10' MIN. DEPTH D-♦1 o TYPICAL SECTION NWQT_7wQ_ Copyright 0 2005 HKM Engineering Inc., All Rights Reserved. 1 No PRKIING I SOLID YELLOW 00 HERE TO CORNER Jb- I n o —— — — ■ Z " U • ,F! O EU y/� 0 6.00 6.00, a CURB PANG 0CROSSWALX OR SHALL BE 2O FROM 8.00 40.00 *604EWR is 30 EROY THEMSTOP SIGN OtSTANCE } 0 " Q 2 � s-4- m N 4- 4' 3 �IRSECnON as�e Evros o o$ a IX 10 o B PAVBAEW 0 DETAU 3 Q 10 20 NOT TO SCALE ��B GYMS F— I scale feet � seor To N L PAVBrBIT INAF11Q�pg p i ACE o • 7rIN AWING I 4 I IFCO/772 4-FRAME AND CRATE 4• n«« TOP. 5- WALLS A/ID 8•BOTTOMTION '*15- TEE ANDCAP BYCONTRACTOR �c+ I INSTALL 5115 15' SUP CAP TO HAVE 4.07-DIA. ORIFICE �V �9'• 1e �� I I ' 15 0 D-3034 PNC m 15' A-I.OKS FOR ALL WALL PENETRATIONS ss�o�srew4°v`� 1 RIM EL 473100 VIEW NV.EL 47MOO � j o �P on -, — g I ' ---------- .' .'.. •' U O N 1I2X—� -- - INV. OUT .. G 0 O 4729.90 X 4) Coo �VIDE x 0.5'DEEP f C Y O o�0 0 OVERFLOW SpIl1wAY d- • _ Cf b 'MSTALL 4A4 L F. __ MINUS 4'xe'RIP-R r+�a N v) — _ - - 1S•D-3034 V Z w 'o X 47280D .: PVC PIPE OUT 15'D-J034 U O O Q —-- - - - ---T PVC PIPE IN = m .. - - - -- 4' 10'OIA I Ta _. .-._._._._------ -------------------- i BASE s<Ae � 0 — Rj� -__---- -- - ........... SroEy1Ew \ ------- -----=�V-�=_ - — - — — — ----- --------- -OAK Sn - - ------ --- 491LD. POND OUTLET STRUCTURE W v --- --- -_ _ --------------__ •=-- __ WITH IFCO/772 4--FRAME R GRATE UJI -- z o �DE'rBrT1pN POND pET,� v W FLOW Sheet No. �� E #1 D-2 NOT TO SCALE Copyright 0 2005 HKM Engineering Inc., All Rights Reserved. 0 0 \ 0 o r w Y O m N d O g a U � O � WEST BOUND OAK STREET u Z N O EXISTING 48•r U STORM SEWER FINNISHED • MANHOLE GROUND RIM EL-4735.71 APPROXIMATE I.E. OUT-4729.71 EXISTING z m o 0 GROUND o 3 INSTALL 48'0 RCP ARCH o ; z / ---------------- 1 PIPE FLARED END SECTION • 0 4 z of -- - -- '--_ INV. EL 4729.39 S-0.405 c rn 0 • INSTALL SS RC } 0 48'0 CLASS 3 RCP Z Q ARCH PIPE N r S � mill � X - INSULATION BOARD OVER SEWER MAIN RECORD DRAWING ; V EXISTING 20'0 SANITARY SEWER MAIN INFOrRMrATION 12�ZOL2006 N l_ 3 r 7 7 O WW � m o Q 3 0) a (—A1 OAK STREET CILVERT EXTENSION CR03S SECTION o o DETAIL, NOT TO SCALE Z V O D P t) cjn Al Li � N � G ! — 4 N O v O N � C � 000 W N y E L Nix L� he Zom i QP PGA 3�//Q W W m Z 2 W Sheet No. D-3 Copyright 0 2GO4 NKM Engineering Inc., All Rights Reserved.