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West Winds Subdivision Phase 3 & Phase 4 Windward Ave
PLANS FOR ----—---- ?LABWW WEST WINDS PLANNED COMMUNITY JL- sowy 'j WftT mw BOZEMAN, MONTANA MWrOWN j L -4 j- PHASE 3 SUBDIVISION -T "j k9,ES Cr1Y -------------- ----- L ROAD AND UTILITY PLANS ourrE txiI .1-i? PHASE 4 WINDWARD AVE e: I *Y.f- I J, FFO ------ SHEMAN VK)WY MAP NOT TO SCALE BOZEMAN, MONTANA NW Cam" of North Y4 Comer of 8 Section 2, 2"B.C. 34 35 Section 2, 2Y4'B.I. "779 ES".0.25' MDT 5606 S* below asphalt "< S89*43'51"W 2644.67' 10X=LAW T1S, R5E 3 2 PHASE 2B T2S, R5E vO V) P�� PAPS xASE 2P Center North Xj Ch Comer of Section c tion 2. 2Y.*B.C. '311 ES* PREPARED FOR: PREPARED BY: CASCADE DEVELOPMENT, LLC. (1-)J 1627 WEST MAIN STREET 920 Technology Blvd.,Suite A Bozeman,MIT 59718 -Z- SUITE 0223 Phone:(406)586-8834 BOZEMAN, MONTANA 59715 ENGINEERING Fax: (406)586-1730 o PROJECT NO. �0 c� 048087.124 SEPTEMBER 2008 2< A West Y4 Corner of Section 2, 1'Pipe, L 1.5'below surface A PRaECT MAAAGERIEN13i1IFER S89'42'52"W 2639.3211 "'e,of Section II 2, 11 RECORD T I*O.D.Iron Pipe& Location Map of the PC marked S.S.' & C.Eng' DRAWINGS ��-11-4�UCKARY Sheet No. 1 WEST WINDS SUBDIVISION LONE m� 12-16-08 2923 PE iig Z4CHARY W LOWE MV3 PE G-1 in the NW Y4 of Section 2, T2S, R5E, P.M.M. (?VAL Project ErWho- ha of 16 Copyright 0 2006 HKM Engineering Inc., All Rights Reserved. UJUL --------- --—-------- II 0 d � GEAERAL NOTES T O m N 1. THE LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND THE 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, 17. EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR; 26. USE UNDERGROUND PIPE HAVING MECHANICAL OR PUSH-ON JOINTS `aa CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR IS INCLUDING, BUT NOT LIMITED TO, DETOURS, SIGNAGE, AND FLAGGING PERSONNEL OUANITIES AND LOCATIONS SHOWN IN THE PLANS ARE FOR ESTIMATING MEETING AWWA CI11. USE UNDERGROUND FITTINGS HAVING MECHANICAL a o IF RESTRAINED JOINTS AT FITTINGS ARE 1 Z C11 . • - REpUIRED TO TAKE ALL PRECAUTIONARY MEANS TO PROTECT ALL EXISTING PURPOSES ONLY. JOINTS MEETING AWWA 01 0 UTILITIES. 9. ROAD SIGNS SHALL BE INSTALLED IN COMPLIANCE WITH THE CURRENT VERSION REOUIRED, USE MEGALUG MECHANICAL JOINT RESTRAINT OR MEGAFLANGE 'm 0 2. WHERE CONDITIONS ARE ENCOUNTERED WHICH APPEAR DIFFERENT FROM OF THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES'. 18. ALL UTILITY TRENCHES SHALL BE BEDDED, SACKFILLEO. AND RESTRAINED FLANGE ADAPTER, MANUFACTURED BY EBBA IRON SALES, OR vi THOSE INDICATED ON THE PLANS OR ENCOUNTERED THE SPECIFICATIONS, THE CONTRACTOR COMPACTED PER CITY OF BOZEMAN STANDARD DETAIL NO. 02221-1. UNI-FLANGE SERIES 1400 RETAINER GLANDS, MANUFACTURED BY FORD a SHALL NOTIFY THE REPRESENTATIVE PRIOR TO THE PERFORMANCE OF WORK. 10. ALL EMBANKMENT MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH METER BOX. WATER MAIN FITTINGS TO BE THRUST BLOCKED SHALL BE IN u d - SECTION 33 OF MONTANA PUBLIC WORKS. 19. ALL CURB AND GUTTER SHALL BE CONSTRUCTED PER CITY OF CONFORMANCE WITH CITY OF BOZEMAN STD. DWG. NO. 02660-1 AND r Z BOZEMAN STANDARD DRAWING NO, 02528-1. 02660-3. 3, ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE 11. LIMIT CONSTRUCTION AND SUPPORT ACTIVITIES TO THE PROJECT LIMITS STALLED STALLED PER CITY OF BOZEMAN CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD 20. ALL DOUBLE GUTTERS AND FILLETS. SHALL BE CONSTRUCTED PER CITY 27. WATER SERVICE SHALL BE IN • '^ SPECIFICATIONS FIFTH EDITION, UNLESS INDICATED OTHERWISE ON THE CONTRACT 12, ALL EXCAVATION SHALL BE PERFORMED UTILIZING TRADITIONAL EXCAVATION OF BOZEMAN STANDARD DRAWING NO. 02529-1 AND NO 02529-2. STANDARD DRAWING NO. 02660-6. c�- obi DOCUMENTS. ORDER OF PRECEDENCE SHALL BE CITY OF BOZEMAN MODIFICATIONS, MEANS (BULLDOZER, EXCAVATOR, ETC). BLASTING OF ROCK MATERIALS SHALL m z FOLLOWED BY MONTANA PUBLIC WORKS. NOT BE PERMITTED 'M TIiOUT PRIOR APPROVAL OF THE REPRESENTATIVE. 21. PEDESTRIANS RAMPS WILL BE CONSTRUCTED AT ALL INTERSECTIONS 28. SANITARY SEWER MANHOLES SHALL BE INSTALLED PER CITY OF = m`u�o PER CITY OF BOZEMAN STANDARD DRAWING NO. 02529-8. BOZEMAN STANDARD DRAWING NO. 02720-3 AND 02720-7. 4. CONSTRUCTION SAFETY AND SANITATION FACILITIES SHALL BE PROVIDED BY o` ���o THE CONTRACTOR AND MAINTAINED BY THE CONTRACTOR. 13. ANY REMOVED STRUCTURES SHALL BE DISPOSED OF OFF THE SIZE IN A 29, SANITARY SEWER SERVICES SHALL BE INSTALLED PER CITY OF • o �z�z LAWFUL MANNER. 22. ALL FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF BOZEMAN BOZEMAN STANDARD DRAWING N0. 02730-2. 14. THE CONTRACTOR SHALL PROVIDE A SET OF AS BUILT DRAWINGS TO THE STANDARD DRAWING NO. 02660-4 AND NO. 02660-5. 5. THE CONTRACTOR SHALL PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY 30. STANDARD WATER AND SEWER SERVICE LOCATIONS SHALL BE IN FROM DAMAGE DURING CONSTRUCTION. REPRESENTATIVE PRIOR TO THE FINAL ACCEPTANCE. 23. STREET MARKERS. REGULATORY, SIGNS AND DEAD END BARRIERS, COMPLIANCE WITH CITY OF BOZEMAN STANDARD DRAWING N0. 02660-16, 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ANY AND ALL SHALL BE INSTALLED PER CITY OF BOOZEMAN STANDARD DRAWING NO. EXCEPT AS NOTED ON PLANS- c UTILITIES IN THE AREA PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL, USING WATER OR 09810-1. 09810-2. AND 09810-4. OTHER METHODS APPROVED BY THE REPRESENTATIVE, 0 7. OAK STREET SHALL REMAIN OPEN THROUGHOUT THE DURATION OF THE 24. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN 16.CORRUGATIONS. A SHALL FIELD VERIFY INVERT ELEVATIONS, PIPE SIZES, LENGTHS, WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONEL ONLY. • oO PROJECT. CORRUGATIONS, AND MATERIALS BEFORE ORDERING. 25. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM 'O A OF 24-HOURS PRIOR TO BEGINNING ANY WORK. S l(!}JS! N `" W MM/ WJ 0 rr St RVEY CONTROL I9 PROJECT HORIZONTAL DATUM: ASSUMED 0 SHEETINDEX PROJECT VERTICAL DATUM: co c� R WEST WINDS DATUM UNLESS OTHERWISE NOTED O H WI _. (COB DATUM 0.72' LOWER) m SHT- NO. TITLE G-1 COVER SHEET G-2 GENERAL NOTES, PROJECT LEGEND & SHEET INDEX a C-1 HUNTERS WAY, ROAD/STORM PLAN h PROFILE z C-2 BREEZE LANE, ROAD/STORM PLAN A PROFILE 0 C-3 SIGNING AND STRIPING PLAN a C-4 WINDWARD, ROAD/STORM PLAN III PROFILE ' SS-1 HUNTERS WAY, SANITARY SEWER PLAN & PROFILE SS-2 HUNTERS WAY, SANITARY SEWER PLAN 8 PROFILE SS-3 BREEZE LANE, SANITARY SEWER PLAN & PROFILE SS-4 WINDWARD, SANITARY SEWER PLAN A PROFILE W-1 HUNTERS WAY, WATER PLAN a PROFILE RECORD W-2 BREEZE LANE, WATER PLAN A PROFILE W-3 WINDWARD, WATER PLAN & PROFILE DRAWINGS D-1 TYPICAL SECTIONS 12- 16-08 D-2 DETAIL SHEET D-3 DETAIL SHEET WINDWARD GEAERAL PRO.ECT LEGEND COAAM ABBREWA TIONS EXRS7M RRO AEW ffBW SD STORM DRAIN PIA POINT OF VERITCAL INTERSECTION PP POWER POLE BVCS BEGIN VERTICAL CURVE STATION $ GA GUY ANCHOR EVCS END VERTICAL CURVE STATION =t?25 - EXISTING GROUND INDEX CONTOUR NEW SIGN ------- NEW UTILITY EASEMENT EDP EDGE OF PAVEMENT BVCE BEGIN VERTICAL CURVE ELEVATION EXISTING GROUND MINOR CONTOUR NEW SEWER MANHOLE -------NEW LOT LINE Q Q LF. LINEAL FEET EVCE END VERTICAL CURVE ELEVATION EXISTING EDGE OF ROAD NEW SEWER LINE --- -NEW PUBLIC RIGHT-OF-WAY EL. ELEVATION I.E. INVERT ELEVATION •� INV. EL INVERT ELEVATION to ■ EXISTING POWER POLE NEW SEWER SERVICE ------ NEW ROAD CENTERLINE (TYP) TYPICAL - ao INV. INVERT UG-PWR UNDERGROUND POWER Z j cow n --PWR--EXISTING OVERHEAD POWER NEW WATER SERVICE NEW UNERGROUND POWER (NWE) S- SLOPE UG-TEL UNDERGROUND TELEPHONE - It �o NEW WATER VALVE -CA` - C.B. CATCH BASIN IN INCH IM �NN� 00 OD EXISTING SIGN Z NEW GAS LINE (NWE) W o c 0 MH MANHOLE CMP CORRUGATED METAL PIPE NEW WATER LINE MJ BEND - EXISTING SEWER MANHOLE ,r NEW UNDERGROUND POWER BO% CL CENTERLINE DH Z t �$ EXISTING SEWER LINE Z` NEW WATER LINE TEE DRILL HOLE _ X E 6 FL FLOWUNE FT FOOT H m c % EXISTING WATER VALVE NEW WATER LINE CROSS OHP OVERHEAD POWER CID CONTROL POINT Z N �L m W mm0.LL CO. CONTRACTING OFFICER VC VERTICAL CURVE n' A EXISTING FIRE HYDRANT Y NEW FIRE HYDRANT C.O.R. CONTRACTING OFFICER CID CONTROL POINT Sheet No. 2 EXISTING WATER LINE NEW WATER LINE REPRESENTATIVE PC POINT OF CURVE Q NEW STORM DRAIN MANHOLE LT LEFT PT POINT OF TANGENCY K CURVE COEFFICIENT G-Z p NEW STORM DRAIN DROP INLET A D ALGEBRAIC DIFFERENCE �/ NEW STORM DRAIN LINE of !' 16 Copyright O 2006 HKM Engineering Inc., All Rights Reserved. co i \\ \ STAa+4o ra5'LT r - o N- _ INSTALL CB-1 2 PER CITY OF 802EMAN STD. DK ND.. // 6 INSTALL UTILITY OU175 2�`\\ vt= ` 02720-1(T1P.)( �/ +S a N IBC ElEV=}72 25 o > '1 P ¢ v~i / 1 INSTALL 59 LF 21-DIA \ 2,- \\ - • PW MAIN STA 7+75.4 185'IT \\ ENDCONSTRUM, ON v INSTALL C8- PER CITY OF \ \ STA 8+40 g ° 6 BOZEMAN S DMG NO. \ - 0 z SEAGIRN CTION / %/ 02720-1( .) \ ��/ -E 155519.68 '� r z 0 4767.57 IBC flF=4726.11 \ .�- �ASE • N. m INSTALL J2 LF 21-DIA R �' m Z f o INS ALL 776 LF OF 3 r tT P bC MAINS 1E-47 INSTALL UDUTY ROAD S£CDOV WI CONDUITS--: .I - - 6=y/TN 26- INSTALL J2 IF OF 21-DIA n R=1150.00 - / ' P1C MAIN C --12' UTILTY EASEMENT IT _ _-__Us12�B -- ------- --- - — — _ - o TRUCT TEMPORARPOND Y B -- -- -- ---- = -__ ---__ -- - -- - p INSTALL JO LF 1-A. a � RCP ININ fE7S a � N C7 INSTALL 70 IF Of p r \r a ^�r INSTALL 67 LF A`VALLEY o + VALLEY GI/17ER PER '��^�� O 8 N� E �a D2 6UIMR PER C. .B. STD.DOG, i` S � 00 C.D.B. SID.OBG.NOS. 1 IC `$0 B $ '� ,\ ` "0': • aEN z D x m V W NOS 01579-1,?(7 lYP.) r , l` 1 02519-1,2 SEE DET 1/D2 FOR DETAILED INTERSECTKW SLOPES ANDF- O j GRADES \ }} INSTALL PEDESTRIAN STA 4+12.5 n1 Q " INSTALL POES WN RAMPS f 1 0 Q BOZEMAN STD.DW.. _ 'I \ l y m Ia F NO 01529-B(T)P. \ / �—Z • w '} (n 50 0 I 50 100 0 > SEE SHEET C-2 F1�BR= stole feet o 6 HUNTERS WAY Z ..... .... ...... PROFILE .. ... ... .. ..::.. ... .. ... o .................................................................................................................................. Sade 11-50 Horiz. ................................................................................................. ...... ....:.. ........... a ... ... .... ... ... ale '-5' Vert. '. ...' .... ::...... ":::.... "...... • ....... 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M ENDCONSTRUCT701V n m N \ \ S \.\ / v STA. 19+4574 a r II \ \\ oar- a EL=472263 a• z =47I Is=2J2 '00' n� (MATCH EwsnNG) u 0 I \ \ \ R= w N 1561JJ2 rY E 1J1023J N a T 5 Y d oa c� l CONSTRUCTIEM m z I M D1 �i ABC/N CONSTRUCTION �� \ / INSTALL APPROX. 70 LF STA 16+77 INSTALL 35 Oi STA. 9+80 Z \ - 15 DlA. RCf'MAIN ,p/LOF 2 PARALLEL 42 DIA. BEGIN IRANS/77ON FROM J5' o INSTALL 9B6 CF CIS J5' - £OUIVALENT RCP ARCH TO EXIS77NG J7'ROAD I CL EL.=4728J9 •� "gt KITH fE15 I N 15391 65 ROAD SECnON D1 �\ �, VEf7l5 MI1H FPS SECTION( ST - I E i1177.63 STA. 16+50 17.5'RAT N F2=4719.85 V o % INS ALL C9-J AND -4 S F1=4720f0 I • PER OTY OF BOZEMAN STD. PYC M,vN'OT t DW NO.. 02720-1(7YP.) o -2175'IJ' _ ..___ -a�3 aq.tL 7BC ELEV=4724.03 o 1 WEST %=I�.47 E' \1\\ \ —PARK I NOTE 1: r •� I _ ��j= \ 3s6n 0 T 19+45 a 2 STA. 18+77 0 w E_- -1 Q� '--- - - ` Py� R$EZ- -. \ \ 5.4E aae. SECTION JS'ROADWAY �^ -- � e 8 s£cnav TD MATCH Y , EXIS71MG ------- \\ T 2 0 6.255 %ft. SEE SHEET C-I FAR - V 1 w O 010 t ---------_�-��-- , 11 255 aq.tt a QO W N O ------ 11 1 I w m N i d • 50 0 SG 100 N .. ,�ot eu!�' II tt y. 1l I LOT 4~ � ♦',..,\ scale feet o W ,61+j0 \ 11 + 1 \ 1 1111 6.255 eq.tt. i�� BREEZE LANE ........................................:......................................................................................... .:................................................................................ ....................................................................................... Scale 1'=50' Hxi .................... ............................ ........... 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DRAWINGS Sheet No. a ...................................................:............................................................ . —O9 . ....................................................................................... ...... . .................................................................................................................... . - 16 C_2 ............................................................................................................................................................................................................ ......... ,6 .................................... ..... ................................................................................ .................................................................... of ....................................................................................................................................................................................... 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 Coppight O 2006 HKM Engineering Inc., All Rights Reserved. r7!-y;7� i 11 {IuL---U` }-- n INSTALL • \ \ \ .m ------- ------- c1 0 jI 3 NEW OM4-2 • ••\ \\ \\ \\ ua nao5 ni I 18" x 18" • \ \ \ 0 o m • • • \\ \\ \\ STA. 15+27.5 TO 15+62.5 o0 0 $ DEAD END BARRICADE \ \ \ \ W \ \ PAINT CURB WITH YELLOW PAINT "� • ,° z CITY OF BOZEMAN rn STA. 6+52, 22' LT STANDARD DRAWING STOPINSTALL NO 09810-2 // Uo NEW R1-1 STA. 14+32.5 TO 14+57.5 \ 79.16 30" x 30" PAINT CURE WITH YELLOW PAINT \\ \ W F u za 1 C j w/ THERMOPLASTIC STOP \ \ BAR \ W I • '� STA. 14+40 p 2 A 2 NEW INSTALL D3-1 INST NEWALL WI4-1 O� 1 \\� \ PEDESTRIAN � 1 = 2 <8 0 30" x 30" / de CROSSING TO BE o 9" HEIGHT $ ` o INSTALL INSTALLED WITH INSTALL • j STA. 14+22.5 TO 14+57.5 a' 2 NEW D3-1 PHASE 5 fyj • - 3 NEW OM4-2 • • INSTALL PAINT CURB WITH YELLOW PAINT-- �'L 6" HEIGHT IMPROVEMENTS. I 18" x 18" ••••• 2 NEW D3-1 y s 1� E - STA. 15+27.5 TO 15+52.5 SIGN AND PAVEMENT MARKING NOTES: DEAD END BARRICADE • 9" HEIGHT E �' CITY OF BOZEMAN .t� £y� INSTALL PAINT CURB WITH YELLOW PAINT 1. DEAD END BARRICADES SHALL SHALL BE IN STANDARD DRAWING STA. 0-06.5 TO 0+28.5 �,rL�' Lt" \I'y�aZ 2 NEW D3-1 COMPLIANCE 1NTN CITY OF BOZEMAN N0. osato-2 PAINT CURB WITH YELLOW-FrAINT $j(E - �\ 6" HEIGHT STANDARD DRAWING NO. 09810-2. o -- - \ \ \ 2. SIGNS, INSTALLATIONS, POSTS AND • n \ MOUNTING SHALL BE IN CONFORMANCE NTH ,o �- "00 \\ \ STA. 7+28.5 TO 7+63.5 CITY OF BOZEMAN STANDARD DRAWING N0. 00 PAINT CURB WITH YELLOW PAINT 09810-1 AND NO. 09810-4 AND THE MANUAL $ ON UNIFORM TRAFFIC CONTROL DEVICES. a CV) STA. 7+60 1 d 1 STA. 7+38.5 TO 7+63.5 0 INSTALL 1 n 3. PEDESTRIAN CROSSING SHALL BE IN _ PAINT CURB WITH YELLOW PAINT u CONFORMANCE WITH CITY OF BOZEMAN NEW ----------- ----------- --, r---- ------------ 24" D18"1& \I tZ] 11 e� 6 STANDARD DRAWING N0. 02561-1 AND o Ue j STA. 0-06.5 TO 0+18.5 M7-2 12"x9" \I\ F \\I 0258t-2. EXISTING PHASE 3 I I PAINT CURB WITH YELLOW PAINT 1 'Z 4. PAVEMENT MARKING SHALL BE INLAID 3 NEW INSTALL 1 It NO STA 4+32.5 THERMOPLASTIC OR PRE-FORMED PLASTIC 18' x 188'" • I 1 x 1 PARKING INSTALL TAPE, AND SHALL BE IN CONFORMANCE WITH DEAD END BARRICADE • • I NEW Wl6-9P Od3Hd 1 1 THE MANUAL ON UNIFORM TRAFFIC CONTROL • • • STA. 6+12.5 TO 6+37.5 ANY NEW R7-1 R CITY OF D DRAWN 000 I PAINT CURB WITH YELLOW PAINT 24" x 12" 11 TIME ( ) DEVICES. 30 � 06 STANDARD DRAWING I 1 12" x 18" 0 N0. 09810-2 I I t 45• STA. 6+67.5 1 1 m H m INSTALL 11 11 STA. 43+82.5 TO 4+32,5 5. CURB MARKINGS SHALL BE YELLOW PAINT, • u, Q 1 PAINT CURB WITH YELLOW PAINT IN CONFORMANCE WITH SECTION 02581 OF THE NEW W11-2 ss INSTALL 30" x 11- 11 it (BOTH SIDES OF STREET) MONTANA PUBLIC WORKS STANDARD30" N STA. 6+12.5 TO 6+37.5 SPECIFICATIONS. PAINT CURB WITH YELLOW PAINT I NEW W6-7P STA 4+32.5 3PIu 1 I STA. 4+12.5 INSTALL 1 1 6. ALL CROSSWALK SIGNS AND CROSSWALK o 24" x 12" NEW R7-1 (L) AM/ 1 1 PEDESTRIAN CROSSING ADVANCE WARNING SIGNS SHALL HAVE A a FLOURESCENT YELLOW GREEN BACKGROUND. n8 NO STA 4+18, 22'RT 12" x 18' TYPE B WHITE INLAID 6 pp� INSTALL STA. 4+21.5 45' DNON 1I 'i THERMOPLASTIC V' z P BU R i PARNYNG NEW R7-1 (R) INSTALL 1 R �ME 12" x 18" 30W xN30'2 I STA. 4+03.5 �' a 45' INSTALL • I NEW W11-2 j j I I I STA. 4+21.5 STOP BAR 30" x 30" WHITE INLAID THERMOPLASTIC INSTALL pnurui CER 2W W62 7P orN .. qTOOSENIOR CENTER D 0 .. , ..,`,4 (PROPOSED ENTRANCE I :'F ZACHARY W.'4`- W ITO SENIOR CENTER I STA. 4+03.5 STOP BAR WHITE INLAID THERMOPLASTIC Z-u• LONE �` STA 3+94 I I =on 12923`PE.:\=W 3Y1u INSTALL I �� I MSTA 3+82.5INSTALLSTA 3+00. 22'RT NEW R7-1 (R) z I I NEW R7-1 (L) NOINSTALL 9NIHRVd 12" x 18" 5 STA. 1+57.5 12" x 18" STA 0+86, 22'LT �♦ W I PARKING ON 45' w INSTALL 45' INSTALL I NEW R7-1 (R) In I NEW R7-1 (L) ANY PINY 12" x 18" STA 0+94, 22'LT �� w I j NEW Wll-2 12" x 18" MAW f- 45' INSTALL 31yu r I I 30" x 30" p 45', PAINT CURB i NEW R7-1 (L) ANY I F INSTALL ro WITH YELLOW PAINT ON I 12" x 18" 9NINRVd I o q ON ' � AHEAD NEW W16-9P 'o TO STA. 0+61 45', PAINT CURB WITH YELLOW PAINT j I 24" x 12" _ tt TO STA. 0+64 I A I NO STA 0+86, 22'RT j I I INSTALL J o PARKIN o= I STA o+sa, 22'RT STA. 0+64, 22' LT i ANY NEW R7-1 (R) I NO INSTALL Q I TIME 12" x 18" STA. 0+64. 22' LT 1 rQ w= j j PARKING NEW R7-1 (R) INSTALL INSTALL w= I z 7 r z �� 45% PAINT CURB INSTALL o x I I ANY 12" x 18" NEW 011-1 NEW R1-1 o x N I c� zN a 1 TIME c� z N o, I WITH YELLOW PAINT NEW R1-1 3 w - �► C 30" x 30" w 3- a I 45', PAINT CURB IK 24" x 18" & Y Q w w 1t I TO STA. 0+61 30" x 30" r-Z= I I WITH YELLOW PAINT M7-2 12"x9" w THERMOPLASTIC I.- _ ;E I to STOP BAR Z z I w/ THERMOPLASTIC STOP z N m I TO STA. 0+64 * in -N A; i BAR °)IVO _� I (1 D - - I OAKv I Z >aomr dOlS -m�°?' d01 _ DAXn - „gym N W_G 1--- , In Ln W -Svc -- SVI) SvD qg� 0� mc N O.. 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PATCH AS PER - ( > _ ---- i ---- _ IS7ING(POND ) • CITY OF BOZEMAN STANDARDS I I c ---- - W17H FLOWABLE nLL - __. _ �+` WINDWAKU AVFNUF, A NUE (F URE ._ 0 00 Stl9 SV9 SV Stl� `"SV9 T -_y- -Stl9 S�9 ----- Stl9 ----------- -- 11IRT -- - ____ -- - -- --------_ --- ------_ _STA + I I D-3O3 •PVC STORM MAININSTALL 24.5 LF. 1 0 D-3034 PW; NIV.Q=4724l6' INSTALL C¢ STORM MAIN&CAP '.K'FUTURE \ o CITY OF 602EWAN STANDARD 1 CLWN£CTION i', i • 1 DRAWING NO 02720-4(T)P.) I INSTALL 776 LF I ANSTALL CON&NA TIOV`,MHICS-6 N / I J5 ROAD SECTION I ` I pry OF BOZEMAN STANDARD g 3 \� U- B£0N CROWN 7RANSInON IO LRAWNG NO 02720-3(nP.) Z O INTERSECTION(NORTH)FRQN J.t y © X-SLfWE TO 1 112A X-SCR'£ IWTNAn T C O�80ZEMANI 1 v OD hT0252 2 R� )NO. 0252 STA. 10+40 • BEGAV CROWN 7RAN9nON TO Q INTERSECTION(WEST)FRO14 JX X-SLOP£TO MATCH GRADES IN7H 3 N Q WINDWARD AL£ o � co 50 0 50 100 n scale feet o ................................................... 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DRAWINGSSheet No. 7 : :::::::::::::::::::::::::::::.::....:........................................... 12-16-08 SS-1 ......................................................................................................................... ................ .............................................................................................................................. ..................................................................... .................... of 16 Ic 0+0 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 Copyright O 2006 HKM Engineering Inc., All Rights Reserved. ILII------ -----L7�1? i 0 a � m N 1 1 _ I Mkt < o SS v~i STA. 15+55.MEASEMENT £12442.61 - �'� LOT 4 _ _ A, \ % • I \ _ ` AUTUMN G T ccwsmucr!z'w1aE ALL 2 �► �> a < - , NEA I1IfR ACCESS ROAD D2 ` - - 0 3 0 i€i r • 11 i LOT 6 0 LO 5,924.q.n. \� ` f WEST WINO - 11 PARK AREA i STA 19+55.88INSTALL m - - - N 1 0 - A I 11 LOT E ` N 1629785 - END CONSTR XT/ON , '. R \\ 1 L, 'LOT .0. £17836.86 S A.21+42 2 \ T4 MA Q SL f= S II 11 1 INSTALL 821.11 IF OF 8'DIA ` CONNECTT02 ST 6070 i _ - N�iZ'R �\ ^\t 6,255 o J W N 16129.3MAAWOLE� E 13020.29 , �.\ .�•��� 1 a t OT 7 R 230.00 t2 J 1\\ 5. 4.9.9. n-59.40 0 • i 11 M 11 \ o EXISRNC 20'/ 28'S7�490 :: a o Z 11 11 SANITARY SEVER STA TL /1 1 1 S A AN 1 1 N 1550833 1 STA. l3+43 11 1 1 S LOT c E 12670.08 (n W N 15987.2 1 lJ i 87. I \t < STA. 13+ E 124 925 / N U 1 J \ N 15471.61 I Q v gTR \ ♦ � � � I W aw-�INT \ Ss _ \ \\ \\ /E6 H1 50 0 50 100 o N HUNTERS WAY gale feet BREEZE LANE 4 n! \ \ \ \ LOT ....... .... ... .... 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RECORD Z o 0 a x . .................................................................................... .......................................................... ............................... a m a a............................................... ......................................................................................�.j..17) .. ...... w o:.....................�7 DI'i[ L�ii:::a: N .: DRA WINGS ................................. 4700 .................... ............................. :::::::PR......:....i.....BOARD............0:T6.......::::::.....................::::::::: ................................ ..................... � ......:......::..r...............................................................................,.....:...........:...:-::.......................................................-............1......-............ Sheet No. 6 12 1 6 O8 .........................: ....................................................................................................................................................................................... ..................... . -2 ................................................................:::::::::::::::::::::.......................................................... .......................................................................................:::::::::::::::::::............................... SS :::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::HU'N:TE.R-S.-:::WAY:::::::::::::::::::::: ......::::::.. ....::::::::::::::: ::::::::::......::: :::: ::::: :::::::::::::::::::::::::::: ......................................................................................................................... ........................................................ 16 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 14+00 14+50 15+00 of Copyright O 2006 HKM Engineering Inc., All Rights Reserved. as� O n O N � � N O m N \ a z I j \ \ \ • ZO NSr L.F.8*0 \\ \\ -\ - p m - 034 PtC a WR MAIN \ _ - rn Ar U 2 STA 11+75.7 8.7'Rr I' - ` LCo_ Z <a INSTAL 4B-0 MANHOLE/10 . ` ¢ m a o INSTALL 38.86 L.F. 8"B _ J — N 15391.63 D-J034 PI'C SEVER MAIN j E 12374.41 _. \ \ 0 3 0 i€z CAP AND LE=722 4tARK fND. EZE \�\ 1\ \\ SEE SHEET SS-2 LL L N SEE SHEEF SS-1 a _ STA. 13+92.5 \ IV o . =t> 77E INTO E ANWO M 1 o AND FORM BOTTOM CH AN 1 � ET SS-2 OF PHA W - 1 Z N APPRO PLANS " 1 CD 1 / A 'x o ii i vOe soSTA IJ+Z7 n' STA 11+9J 57 RT INSTALL 6 6 SANI Y SEVER 11 1 l v STA 9+6086 \6� INSTALL 610 SWARM SEVER 1 1 • O SERNCE LINE 71 CITY 1 A S£RNC£UNE AS PER CITY Or BOZEMAN S7D DNG. 1 � ~ OF 602EMAN S7D DW 1 02730-2 (TYPICAL) 02730-2 (T1PlcaL) 1 - - N - (n CV £1215849 S1UB I£= 4720.40 1 0 >. W STUB!E=4721.73 3 0 a CY � m SEE SHEET SS-4 FOR • Or BREEZE LANE ON W cr) WNDWARD A l•E N Q 50 0 50 1I o �J J BREEZE LANE Sale lest z PRWLE ":..:::: .. :.. .............. .. .................. .......................... .... ...... .. .. n -.. ..... Scale 1'=50' Horiz. ........ . . 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"::::::::::::::::: .. :: "::.. 4725 47 .: .:::.:.:.............................................................................. ... .............................. ...... ........ .... ................................. ........ .............................,.......... 25 1' . .. :i: ... .. : ...• TIL TY-OROSSING:• ..... .................................................................................... ....... .................................................. .................................................................................... ...... ...........................:.... .... .......... ................................................................................,.................... �cE SHEFFSS-1 FpP...................... ........................................ .. ....CO911N(141fOf\!OE SS:PRLZFLLE::::': :' ................................................ ........... ........ ............. ......... 20 ................ ....... . .................WA.7ER.M711N.p24SS1NGl........................................... ............ ... .......... ........... .............................................,. ......... .,........ . 47 ............................... .. .. 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DRAWINGS U ................... ... . ........................................................................................... ......... ..:::::M:xy�:::::::Y1� :::::::N: ......... ........ .......... N O.. .........................................................................................rt1.�.......M ....... :`:....... ....... �.......I...�.......I+.a.......1.-. .......fir'...... O. 11 ................. ::::::::: 12- 16—08 z... ..............................................................................:..:::. .o3.......Nr.UB..............Nn.PN..............Nn.ON.......NN.m n.m.......n. ^.r+....... .m..............Nn..m^....................................... WN OL N . NN u NN NN ........ NN . 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Sheet No. 9 ....j. �. .:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :':::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::............BR"Ln:r ..1�HNE SS-3 ..................................................................................................... ............................................................................................................................................:.........:: .................................................................................................. 01 16 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 Copyright 0 2007 HKM Engineering Inc., All Rights Reserved. n � o � O N N A a INSTALL 34.5 L.F. 8'0 a a j I II I WTH CAP AND MARKED. \ \ �� I STA. 6+70 ° ° z I I SLOiPE AT O.Ss H&E/11m c1 O i '*V EL=472545' STA. 3+5300' T r SEE SHEET SS-3 00 o: N V{ -30.34 PVC SEVER !N RIM EL.=4728.3J < I r\ INSTALL 48 8 MANHOLE 112 I N 15390.55 m RIM EL.=4732.35 E 12158.49 o Z N N 1507356 - - E 12160 07 �' �- --- 1 UTILTY EASEMENT (TYP.) `, I • ' a a z a 3 < s o i I I yl I I I I I I IhJDWARD I AV NUE • o LL= 0 00 N SV7 SV7 SV9 SO USVq - SVOF!1.11 - S 'J --d�--- Sk/`3 I i_----_-- V ----------- -------- -------- ---- -- ------ c --- T � m C I I a L.F.1-1 5£f SHEET SS-3 FOR I ` I STA +20.85 I BREEZE LANE SENER n MIT,H,,�CAP AND MARKED. L \I IMPR0WMENT5. INV ELA4725.45' OF 80N 51U DMGp < 7 0 01730 2. (IYPICAL) I m m j INV -4725.02' I I o O y I 50 0 50 19 3 M t ��. scale feet o m . 0 Q N n � ` N 3 WINDWARD AVENUE .................................................................................................................................. ....................................... Scale 1'�50' Horiz. ........................................................................................................ ............................. Scale 1'-5' Vert. ............................ ................................................................................................................................................................................................................................. ......1. CONTRACTOR SHALL VERIFY HORIZONTAL .....................................................:.................................................. ............................................................... ...................................................................... .......AND VERACAL SfPARA1ILW BET14£EN WATER: .... .. .......................................................................................................................... .. .......MAINS AND SANITARY SEVER MAINS OF 10 ................................................................................................ ................................................................................................................... ao N.......A .......AND 18 RFSP£C1/VfL Y. ........................................................................................................ ............................................................................................................ .................... ... 4740 `*,`ZACHARY W.'\ c .............................................................. ................................. .......... .b h .. ..... ...... : .. - ......................... .. .. ....... .. ............... 'ter.M .. .... ...... =-o' LOWE ?�� u�..'�v L' .. .......:........................................... ......................................................:. ................. .....:.........:........CFN7Eitl1NC FY1131CD GRADE.............�. ..0. ........................................................ ..; -�; 12923 PE ...............................h ............:........ .......................................................................................................................................................................................................................................................................:.....................................................................................................................:........:..................................T.'1..''.G............N.................................................................................... ......... ...........................................................................::..........A(%P...tPA...8R..0.1U..1f...At...E...E...%...IS...TI..N..G...........................................:......................................................................:.:.F�co. ruatii.v2s. ..�:..:.:.:.:...............:....................::...:..:.. ............:.....:..:........-..................................................:.:.....:.::......................................:. IFSS./..,,,.,. . .................. O........ ... N s.A....„.<.•i.i`E 04735 . .......C........ :........ ........... ... ........ ................... `I .................Aa . OSS.6. ... .� ....... .....R.. ..... . ...... .... ............ .. ... . G .... ....... ................................. ............................................................................ 4730 ...................................................................................................................... STl)RA!SEVER.CROSSING e ................................................................. ....... ................................................ ............ ::::�StORAi:SENER:CROSSING::::::... ........................................................................... ...............................:.................................................. .................................................... ..-..................:............................................................ .................. 4725 4725 ........................................... ..:. ........ .. RJ3Ti4 .......... 11T1LiTY'CR033lN61 .......:............................................................ ..:......................................:................... ........... LF. 91!D .............................................................................................................................. �3034' ................................................................................................. ............................ ................................................................. TER MAIN CR035IN6 ...........................................................................::::::....... ......5:7;01fi........ ... ........ ......:......................................................... ..................................................................................................................................................... ... ...................................................................... 7 4720 ::::::::::::::::::::::::::::::.....................t St14C:2b'0 stkq"K"::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::........................ .... ... a • ............................................................................................................................... .............................................................................................:............................................................ ......................................................................................................... 4715 � ................................ ................................................................................... 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RECORD :::::::::::::':':::::::::::::::::::::::::::::::::::::::::::::::::::::............:::::::::::'.:::::::'::'::::::::::::::::::::::::::::::::':::::. . m E r m ... .... ... . . GS . ......................................................................:::::::.............:.:...................................................................................................................... ........ . DRAWINGS ................................................................................... Z .. ........................................................................................................................................................................................................................................................ N O N ........ 0)MIL LL .......... . .... ...... : . ...... 12-16-O 8 .........:.........:..................... ......:.........:.......... Sheet No. 10 : ... ::::. : . ::..: -4 ........................................................................................................................................... S S ...........................................................................................................................................::........................................................................................................................................... or 16 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 Copyright 0 2007 HKM Engineering Inc., All Rights Reserved. STA. 8+2570 ILOO'Lr r W, WI THRUST BLOCK COB. STD. D NO.. 02660-1 INSTALL 8'x8" O55 KITH THRUS \\ A '\N '� \ / N� o m N BLOCK PER G1Y BOZEMAN SID. ��'" � / �� STA. 3 5I 19.45'LT DWG Na 0266 1(7YR) `„ \ a m an RSf,IVCONSTRU(.Tr A' INS B'TEE tr GATE �C\\ \\ T / % - o INSTALL 850 OF B'D1A. STA. 7 9560 11.00'LT •O \ ELEV..= 72d4_-� rN 13 11.00 LT VAL M71H THRUST&OGC D.L CLASS 5 WA MAIN INST 5'B£ND �\ `�� _ r TO EXTSRN WATER GTY OF 80ZEMAN SID. COB � � REAIDbF£XI NC CAP O1�G N0. 01660-3(TIP.) f 12 STA. 5+75 6 11.A7"LT STALL VAL YE END OF 8'STUB LL=47T 0 3 o Z 1NSTAll IY.25' D \ �' a U OTP STA 1+94.63 11. '1 r /� N 15T9 50 J'PIP£ TA 7+65.34 1146"4.54 N 149I8. E I27 1.73 INSTALL 8'GA IFE 12741. 'STA B+50 11.00'LTe'CAP WITH 2'BlowmzL�: 155!f Pt4FDV12640.03 ? 2�p/'TION, (S£f NOT INSTALLED ESNTS_ --- --- — weon — Q O c flu _ � = � ' • N a ------o----- ---U-- -- --- - ------ ° z E / 1}I ARROW B0L m p q 0 $ S W S T 8+44 11.00' T Z r r El£V.a�4734.1 r $ '4 g 4► S LL 8 x 6 TH 6 W �O O COB N� S �O/ x FTR HYDR SSEMBLY I a v,•� ' In Ic 8 9 8 s P OF BOZEMAN-STD • + ME D "� s `( WG. NO. 0266 -�`1YP.) \ IT o a 3 STA. 6+50 14.5'LT / S SEE SLEET W- FOR B17£EZE LANE Q� z 0 3 O INSTALL 8 x 6 TEE WITH 6 0 FIRE HYDRANT ASSEMBLY wArw PER CITY OF 8OZEM ` • Q DWG. NO. 02660- (TYP.) \ /i 50 0 50 100 1mpw7 J 4'DIA..GY.WPER WATER �� '\ - - -- 1 SERN fR arY OF scale feet BOZEMAN STD. DWG. 0 N0.01660-3 Tl'P.) N 0 6 HUNTERS WAY Z .......... ,A.... ............ ................. PROFlLE - .......................................................... C�' .... ... 1'� ' H i ...Scale 5D a z .: :: .. ... ...... .......... e.ti......................................... .................................................:: Scale 1'�5' Vert. ........................... .......... ........ ..:.... .............. ........ .......:.. ....... ....:.......... �.. a .........................................::: �:::::::........... .................................................................................................................... 4745 f<,.� b. ............................................t �.2 .......................................:........................................................................ ..........................NOTES 1. WATER MAIN SHUT DONNS SHALE. .......... ..........O.. Z.� 4745 . ............' t,(u�Q�.. - Zc BE LYNX7DlNA IED NV TH G IY A`BOlfMAN• .... .... .. I(p a ,. ...... .................................... ............................ ..... ::....::::::::....:::::..::::::: T q k'u.}h.!p"r... ::::::'-::::::::,.,....." .. :::::::::::::::::::::::::::: :MINIMUM 96 HRS NOT7C£SHALL BE GYEN ID ... .. .. ``�� N..........•.Nam'% ...........�,1.01 c�..........:..............$l.:+ .............M .t o:U ..,. ..........LI: ..........................�'......, .......... .....- :',� ::::::::::::::THE G1Y. ANY IX/SBNC AR NfW VALY£S ....... ........ .......... �-_ ,`•,,9 ........:............ti S.• WATER ................................ v ..........t �. .............q/o..m b... w S.....................�.... S ,�...... �.... ................................ .......... e dam'.�.......................-/ p3.. ........ ... S...... .. :::::g ....S a.•:'. .. ............WHILH CONTROL THE GTY SUPPLY .. .. :4/c ZACHARY W. * ................. r{ ..... .........; ...... .. , �+.�c...................... .,� :........:.:.:x 2: N ^ :;q :::::::::::::::::::::eci I'!:::::::: '9S ::::::::::::::::::::... •.....:r p....... .8 ....:SHALL BE OPERA BY CITY PfRSONNEI ..... � LOWS 'o:c .......... y ... ... ............... ....................... ..................... ................ ...�...... "ON Y. :. =o .............................................. u: ..,....................... ::::.:' .......A 4... ,... '............................... - _O':, 12923 PE;/u, 4740 ..Q.�d�a!..��:gi�.. �i�i::'.::::,..R" N >`!j b b : Pi � 1.MAXIMUM DE}LEC110N ALLOWED IS T(THREE................................ :�. ...N.`/./ 2.�� �................... N. vi.;....................... b...... 'h....... 'b....K'y. N.... ................................ ...........................................,;;.,+; .......... 2.�. ,�..cy .h 3 .. iS........ � .�• 'fS�. DEGREES)PER PIPE d7INT .................... ....................... ............ ...............................y �.w .............4 tu. .., ....�ti.+.� .................n- •�.... ...y. ..... ..:........:T ...... :�.......� 14 1 SURFACE NESIORA DON SHALL BE 3 M ..M ........ ...... y .. ...........................................>.�-. .........:..ti• 4.� .. ,n .......... ........ K ..... �......... ::....?.: '.:::.:: ::..:..:.....:::::...ASPH ABlf F7CL TRENCH ............................................. .. ............ �� ...................... ..�::::::::...............: �::::::: ........... ALT OY£R FLOW ... . ........................................... .ti ....:::::::: ..�:Q .... ::ye H:ti�3y:::::::..............��jt 43�::::::::4 �/n....................... ...../^2.......'' BACXRLL SAW CUT AND TACX EDGES O� ... .. H .K .... ...H�.h 4. "45........ q� ................... ........................................... ............... Z .............. Z.......................H .............................. •............................... ~ :::::'y :::H ::: :... ............ ................................ 4735 4735 .. ..... .........._. . •EXISTING PAl•EMENT. .... ...... ........... ... .......... ........................ ....................................... ................ :P. :SMim: i4m.0 ...... ........................ ....................................... ........:.... .............................................................................................:::::: 4730 4730 ............ .�... ........ .................... ....................................... ................................. .... ..... ................. .............................................................. .. 32 1 2''RID�D................ ... .......... ..... ............. ....................................... .................................., .......... .INSULAJWN.....,.................. .......... .................................... ..... ...... .... ............................................................................................... ... r.........r.... ... .......... A72B.2Q..N......... ..... .. .......... .. ..... ..... .... ......................................................... :...................::............ .......... .. .... .....,r,.........m...... ......... .. ........ .... .. .. .. .......... ........ .... .........N...... .*......... .. ...... .. ......N....... y�......... ..........0... ..... .... ... ............ ..... ..... .... .. m.. ...... .... BDARD.WSZMTION. ................... 4725 ... ..�....... N......... _ ......... ......... ............. ..... .... ...:n.........�...'zjv.................. .... 4725 ... .........N. ....... .... ... a.........m... YN......... ............... ..... ..... .. .. . a.....Ui1LITY`CR0SSING ..... ..... .... .............................................. .. ..... .. .... ... .. n......... ......... ...._.........m......... .........m. .............................................................. .. Y.........�... N.... ....:......::..:::::.:.::::.....:::..:::.:::.:::::::::::::::::: ........:.......... ........u. ..... ... MAIN CAOSSIlV6............ .........................................::::::::::::::::.. ............�.... ....K.........N........... ,'........ M1.........N........Q':: ..... o.... .... ........................................ ....... ....... .................. 4720 ........ ................... .........R........ .. .... ......114STALL:BSa LF:OF:B"DU.:DJ.:L2AS5:51:WRIER AWN:::::::::::.......:::... ♦....... �.. a,.... . 6.............................................. a.. ..... �.... .... .. .... ... Q ..............................:.............................� ............SEWER•SERNCE-OROSSIN6.................................................................... .. .... ............................................................./ ................................................................................................................ .................................................................................................... . .............'A ........................................................................................ ...........18:2�R10GID:.:::::::::::::::::::::::::::::...... :::::::::::::::::::::::::::::::::::::: ............................................. . :...........................................................� ...................----.......................................................................90ARD iNStlCATION.............:':':::::::: :::::::::::::::::.................................. .....................::::::::: 4715 C7 V o ............................................................. ....... .....................................................................:............................................ mm 4715 ..............................:.............................. 3................................................................................... . .. .... mm /o :: of m 00 u+ .......... ................................................................. . ............ ::::::::::::::::::::::::: : RECORD ::.. . .................................................... 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'.:::::::: : ::.::::::::::::::::::::.::::::::::::::::::::::::::::::::::::::::::. :.:: Z c O t W N .$.:............. 12 ............................................................ ................................................... ...................................................................................... 4705 4705 ....................................................................................................:........................................................................... ........... - Sheet No. ................................................................................................................................................................................................. ......................................................................:...............................................................................:.................................................................................................................................. .............................................:.............................. ..........................................................................................................................................................................:...................:.............. ................ ....................................................................................................................... 6 .......................................:......................................................................................... .. ................ 4700 ............................................................................................................................................................................................................... ..:...................................................................... ............................................................................................................................................. of 0+0 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 Copyright 0 2007 HKM Engineering Inc., All Rights Reserved. n STA 18+6J.5 II.J2'LT J INSTALL HORIZONTAL �i o 11.25-MJ BEND u 1 \ STA 17+68.61 11.J2'LT N IM-16.91 1 \\ \ \W LOT INSULL HORIZONTAL a E 13019.B4 o m N / . 15+22.49 11.00'LT \ \ \7)b\� r7 11.25'M BENO a E• 1 NST5 9.57 C \ \ NE 112596 3.312 END n c Fz^E 12693.94 \ \ \ \ na=x STA 19+42 11.00 CT i O �L R G!N CONST 10YON \ \ w REVOl o e S 8. 9+28J O. Lr STA 14+81.52 11.00'LT \ \\ \\ 1 v MEGA-LUG RESTRAINT& U a INSTALL B'GA7E VALVE& INSTALL 8 x8'CROSS \ \ \ \ T 8 \ CONNECT 10 EXIST. 8�LINE m SPOOL O PLUG MIDI \ \ \ \ 'Q.n. e' O ° N 15514.53 \ N 15634.55 z it / ]HRUST BLCk7(P£R C.O.B. / 55,84 E 13095.15 0 S1D. WG. N0. 02660-i \ \ \ � � • u,. a IN A!L 2'BLOW OFF: _- STA 14+54 1I.00'LT540 N 211i H INSTALL 8'[ATE VALI£ CD i _ N 15507.54 E 1263813 \\ ; a BENCH MARK '+♦: \\ \\ \ /' o ;0 o F i vz STA. 9 90.86 11.00'LT £LEV.=47J1.56" \ \ • A INSTALL 8'1, VALVE 15401.70 COB DATUM \\ _ E.bSRNC 20'/ E 121BB.44 / \ � i TARY m l ----STA. f0+95 1086'LT STA. 12+56.5 10.86'LT l j INSTALLS INSTALL HORIZONTAL 11.25'MJ B£A'0 o 11.25'MJ BEND N 15402,22 N 15431.99 £12292.Ji E 1_244�s1�_-J' -- LOT 1 Liw�l ruex r/ ✓/� \ 2}&.617 of I 0O 5.48 nave m 06 \ � co e.255 q.nNTERSEE �WAY WAS N - ch IMPROV£M£NIS 6 '` O - - - - - INSVLLL 917.4 lF Ar 8'DIA 1\ 1 LOT 9 a o N 3 -- --- ----- - D.L C1AS5 51 WA)ER MAIN 1 11 z55 ea.n. N 0Cq STA 12+20 -� 1 INs1uc wnH 28 � (q � CD 1t • W } SEE 5HEf1 W-J FQ4 STA. 9+96.86 11.00'L7 (AA.Al C):A 51 1 QD 8/ 14 MAIN S OF INSTALL 8 x 6 TEE WITH 6 0 / WATER MAIN W11H BLOW OFF 1 `�S;`' 50 0 50 100 CROSS FIRE HYDRANT ASSEMBLY It, 'It`- - ` 11 I 1 LOT 4 scale feet PER CITY OF BOZEMAN STD. i 1 0 W DWG. NO O,�T1P.) `j STA. 11+50 }I - 11 6.255.,.ft .��\ 0 ly INSTAL[B IE£WITH 59 LF 0 LLWJ OF 8'DIA.D.L CYASS 51 WAlFR MAIN Nf1H BtOW LYF BREEZE LANE z V ............................................................................................................................ PROFILE Scale 1'�50' Horiz. ...... .... .... :::... a .................. ............... .. ............ ... .... ... .. ...... ...... ... • .... .. scale 5 Vert. ......................................................................................................................... ... ....................................... .... \.............................:..::..:........................................................... .:............ ............................:.... ..:.:..................:............ . .......::..... wn ..............:......::....... N A .. ... .... ...... .. ..... .. .,q .....ti ... ... ......pz......x.....,, .....' �:k�'�::::::::::::::::::::::::::::...........................:.: :.::::.::::::::.::'::...:.::.::::::....:.:...............:............................................... .... ... ........ ........ ..... : ZACHARY ......: :.::. y. ............... .. ........ .1�. ......... .. .... .. ... .::W::.. ... .... ... .. ?::. �:�" .. ............... .. ... ... .. ..N ........ .. ... ..... ... .. ....... 0 8 m 2 .... 2 ..... .. ....... 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"� 4.b ..... ...... .... ............ �_ .... . ... ..... ... ... . h ; . ....................:.:::: .......... ..... ....... ......... ........ .. .. ..... ......... ... ... ........ ... .......... ...... 4730 :.� ...... ..................... ... .......... ............ . ................. ........ .. ............... ..... .... ...... ............. .. .. .. ...... " :. .:::.......: .............................. ......... ....... ........... ............... .... .................... ... .... ....... ..... .... .. .. ............................... ................................... , .. ..... ... ....... STORM 5£WEREROSS .... ......... .... ... - ':.. .......................... ... ...... ......... :::.. ..... .. ....::.:::.... ::::: ..:::::.:.. .... ..... .... .. ........ .. .. . .... ..b ........... ......... .......................... ... ..... l)1�L.IYY CitOS LNG........ ........................................ .. ..... .... ............. .. ....................... ....... ................ :..... " ......: ........ ...... .. . 4725 ::: ::::�.: ..N........ ......... ......:::::::::::::: ................' :::::" Y1U7Y:CROS INC:::::::::..... .... ...... :y ..::::" 4725 �....... p......... ................2T PVC S101tM LR17557N a._. .... :::. _+:.... ............. .. .... ..Q?.... N....... ..�.. .....� ................. ..... .. .... .. .... _.. .. .... .. . ........ ... .. ....... ... .. •....... .. ... ...... ............N........ N......... ... .. . ... .........t.........N......... ........ ... ...... .......................... ... ....... .........�,�.........� ........ .......... ...UALITYCROSSIN ... ... ....... .........n.. a......... �......... .................. .. ................... ... ...... .... ..... .. .. .........................,........ -. ... .......................... ... ....... .........3..:... .. .y.........r ........o.........h ........N.......... ......N . ....... ... :::: "ST V£RT CR!0 SING::..: .........................:........:::..::::::::::::::::: .......................... ... ...... .........a ........n,......... 10.......... ......... .. .. .. ..... ..... v.......:::::.....---:::::'-•--::::..... R.........� ........ ..........#v ... . ..... ................ ..... ............. ... ... ... .. .. ........ ..... .. U ....... ...... ..... ....... ............ .........� ........ fi. �....:.......'. SYaRu.sFk1R:L�aSSI �:....::::::::: ,• ........::::::"::::::::: 4720 4720 ......................................................................................... ..... .......e ........ r. �... a ' m d . w3 ................................................................... 0..2..RIDGID BOARD.................. ........ .. ...- 0 5 .....�.........�... ..�:........o....... ..N°d� ... ... Q ................. .. .......................................... ................. ...... ..... K.........n.. o ... .......^::::..... ......... .::.. .........f0.......W.. ...... ... R1SUlfT10N............................... ................ :! :.::. :::::::::u:.. :::::0::::::.::�:...._.p . ................................................................ .......................... ... .... .. O o .......... .. .................... ..... ................ ...... 1 4715 ....................................................................................................................................................... ................................................... - .. , 17 5..... .. .............................. ....... ....................................................................................................:..... ...................... Z > oar ................... ................................. TALL:9JXi:LF i1F .......... 1:>Ndt£R:AIAiN:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::. _................................. ......... 'm; moo .. ........... ........................................................................... 45'•VERTIEAL'BENDS..... .. w W�n N..............................................................................................................:.........:.......................................:.................................... .......................................................................................................................................................................................... INSTALLED AT•64A.9 9 M O ...1....1..1Jk Z1.k 19+24.......... w c Moto 4710 ::::::..:::.:::..::::::::::::'.....::':.::::':....::::::::::::::::::':::::::::'::::::'::::::'::::':::::::':::'::'::::::'::::::::::::::::::':. .............................:....................................................... 4710 Z L a v . RECORD ....... .. ....................................................................................................................................................:.................::::::..::::::: ::::::::::::::::::::.:::::::::: O ................................................................................:.......................................... DRAWING wrnmo.a ::::::::::::::"::"::::":::.::::::......::: ::............:::::::::: :......::::::...........................:::::-:::.... BF E'BZE::: >�A1VE::::::::.......::::::::::::::::::::::............................ 12- 16-08 ..........:.....................................................................:.............................:.......................................... ...:.: :: ... ... ...... ...... ..... Sheet N 12 ........ ............:.........:.........: ....... .......... o.� ......................................................................................................................................................................................................................................................................................... ........................................................................................................................:................................................................................................................................................................ of }� 16 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+DO 14+50 15+00 18+50 16+DD 17+50 18+00 18+50 19+DO 19+50 Copyright 0 2007 HKM Engineering Inc.. All Rights Reserved. n STA. 6+40 11'Lr X o \ r INSTALL 81/GATE VAL V£ � T Y Y STA 6+61 J7'L T 'o m as 0a INSTALL 20 LF OF 8"/. 0.1E CLASS 51 WATER MAN 8 INSTALL 730 IF OF 8"/D.I. 7F VAL W,,BLOW-OFF AND • ^' aj O • CLASS 51 WATER MAIN �.\ s SrA 0+ .52 STA 2+2 ]!'!T sra �s-0�.—'CT \ Y SF#FR c l /SANITARY I iv M INSTALL B GATE VAL I•f INSTALL 8"IE£M1TH 8"/ I m z SEWER L E'`. GATE VAL SOUTH AND �. `\ 1\ STA 2421154 I EAST LfGS _ INSTALL 8"x8" . EXTEND I \ U �\ • N• 1I1 CUT EXlSIING PAY£MfN1 IN OAK I z 1 \ MALN HEST JO F BY P' STREET(12-x75)PATCH W/TH _I •� I \ z m`� o MAIN HEST TO D Or U7(LOY 1 �\ o_ z18 FLOWABL£FILL AS PER CITY OF 1 \ I EASEMENT NS 8"/ 1E �\ I h VALY£AND&0 -OFF. € bo BOIfMAN S1REfT CUT PL7tAl/T. � - SEE N07E J BELOW I \ I ' 1 ' U LTY EASE ENT TYP.) �I \_I �, p o z ------? - --- -- ------ --------------------- • o �:� a N O 1 T c C ti '� WINDWARD A[�ENUE _ --- - --SVD -----=h - -- --- `t - -- --- -- ----- - - a WA1FR MAIM CRUSSING l o i BEN MARK BELOW SEWER MAIN I 1 BEN A OW BOLT 1 CIlY OF B02EMAN S1D.OMG ELEV. 4739.36' = NO.. 02660-1T.(VERTICAL �N j STA 7+00. IT'IT ' O 1 COB D TUM INSTALL 8"/GATE VAL W, O p BENDS ARE R£Q%IRED) l ZQ + ��1\ STA. J+539 11'LT i BLOW-OFF,AND CAP u INSTALL 8"/GA VAL 1E 1 a O STA 9+90.86 STA 6+81 if'Lr • 1 INSTALL 50 IF OF B'/D.I CONNECT 70 EXISTING 81/ INSTALL 8"x8"CROSS FFF��� BEGIN CONSTRUCTION CIA 51 WATER MAIN WITH WATER MAIN Q 0} STA 0-29.5 11.00'LT BLOW-OFF AND CAP O CONNECT TO EXIS77NG 121/MAIN. INSTALL 41 LF OF 8"/. D.I. # INSTALL 127x8"TAPPING TEE WIN STA. 0+80 21.00'RT CLASS 51 WATER MAIN N 81/GA 7E VALVE&• THRUSr&OCIC INSTALL B A6 LEE WITH 6/ PER CITY OF BOZEMAN SID.DMC FIRE HYDRANT ASSEMBLY i PER CITY OF BOZEMAN S7D. S££SHEET WLA IN PHASE 3 LAN WA R 01713-i. OVVG. NO. 02660-4 (TYP.) 0APROYEAI£NIS • Q 78C ELEV.=4737.7J � N � Q � I N WINDWARD AVENUE So 0 50 '� z 3 2 scale feet d � 3 PROFlLE 2 WAWA.. WAWA WAWA .......... ......... WAWA .. ... .. o .... .. ... ... WAWA .. .. ................ WAWA. .. 1�� Had WAWA... .. WAWA .......... a Sade 50 or z WAWA. WAWA WAWA.............. ...WAWA. .. ......... .. WAWA. ... WAWA. • .WAWA. 1 V .. ... WAWA . WAWA.. Scale 5 ert ......................... WAWA.. ... - ...... .. ... �. .:NQIES: ... .............. WAWA .. WAWA ... ............. WAWA.. .. .. ........... WAWA.. .................... :::::::':.:::: . .. WAWA. ............. WAWA. ........ .......:....... ................ ......... .,. .::::,:::::::'::::'::::.:....... ... ...I. WATER MAIN SHUTDOWNS SHALL BE .................... 2 ..��.2 ...............................:.......................................:................ ........ ...........�.........,.............................. .,�...�..�.....� .......£ .Q ........... ...L1pORL7INA 1F0 N11N CITY OF BOZEMAN, � ........................................... ...........................................................:.......................................,.............................,...... A BE p1EN TO .................. ..N...�L?. .......� ......................................... .........................................................,........... J IN uuq, :MINIMUM 96 HRS NO TICE SHALL ..T. pt.WAWA -N a................................................ ...... .................. .....�.h WAWA. �. ................... ........................................................... ... .............. � ... N.I............................. THE ClCITY. ANY EXISRNC OR NEW VAL YES ...� a............................................................................................................................... ... .................. ti WAWA....,;. .....................................-........................... ................ .........:...................,.........�:::::::......................,.......... �,�,. ,,•.9 ...WFf/CH CAVIROL THE CITY WATER SUPPLY .................. :y:^ ........-. ::::` :�:R1�::.......................... WAWA $! ....................................... ......................,.......... �. ..................6.:. a' ..... 4V m m ......... ............................... ............................................ ................ ... CITY PERSONNEL u5 •£� ... WAWA.. 2. ry........... ...................................................................:.........� �i...................................... .,...................r.......... �AaT'2ACHMY W.'•;* ...SHALL BE OPERATED BY C WAWA.'a 1S'...�............................ WAWA. .. .vi:.. .. .. ::::.O"Q•CFio• .:.:::::::::::::::::.: ... :i:-�::::.:.. 45 LONE Y •� ~ ,�a............................ ....WAWA 47 .1, 4745 ... ................::��...2�5 ya} ... .�.....m..Q. :.........:gn.. ......... WAWA (;r• WAWA ��°;. 12923 PE 9 1 Q + Q.... & .. .. WAWA.. T�, 2♦ WAWA WAWA .. ........ .......... ...2.MAXIMUM DEFLECTION ALLOWED IS J (THREE'..................�d.W..,2 ... .................?� U......... . . .WAWA.. ............... .}..5 as .zai$ �... iu.¢ .�.... .................. WAWA ....�. L ...... ....... .. WAWA ,f0 6p :DECREES)PER PIPE,XJ/Nr ..................r�ti. .a a... :... m•lu ........... WAWA. ... :......................................... �........ " .. ..........................:::::......:;:::::::::;::WAWA..:::.......... ........ of °2 .z ........... .. w:: .. $ "':::.. :.4 ��nNn In ... .. WAWA WAWA... WAWA.... p.. . ...... �` :.• $ .. . WAWA... WAWA.. WAWA. . .................... .................,..... . ............................... ........... .......... WAWA. WAWA.. ..N WAWA WAWA. + ...3 SURFACE RESTORA nCN SHALL BE J" WAWA :........ ... WAWA. .......... y. ...........: 4740 4740 :::ASPHALT OVER fL OWABLE flLL TRENCH ::::::::::::::::::: ......... . N;..................o ::�.;.y ..........................................y 2.:::.......�N:� ::................................... , WAWA........................,........ . ............................��:: WAWA. ........, ... . . . .WAWA. ...BACKflLL. SAW CUT AND TACK EDGES OF ...........::: ...... ... ........ ................. m..................... y�, ............:...................WAWA... . :EXISTING PAVEMENT ................... .. WAWA...::::::: WAWA.GQj1[RIy,E.fSNlSffm....In...b .................�. ..$b..� ............... ........:.........:.........,.........,......................................:. ... ................... ........... .. . .. WAWA.. .....� ............. ................. .............................................. .. ... ................... .. .. ............ WAWA.. .. '- VERIFY HORIZONTAL .. ... .. ........ .................... ...4. CONTRACTOR SHALL Vf ............ ........................................... ................. .ti.. ....:..............: .. ............... .... ......................................... ............................... ......... ... .....:...................,.........,...... 1.2..� .� ... ...AND VERTICAL SEPARATION BETWEEN WATER ................... .. ............ :::: ....... .....::�............................. �" WAWA... .. 4735 ................. WAWA ............... WAWA... .......................�.... ....,...... ............� ... ......... .... ..................... WAWA.............................................. WAWA... ... .� " ...............:... .. � ...........:....... WAWA... ... ... .. .. 4735 :AND AND SANITARY SEWER MAINS OF f0' .�.......... WAWA WAWA... ........ ... ...................... ... ...........APPfIQkHLATE bD571tM............ .................................. WAWA... ...................... WAWA ................... .. N.. ...AND IB RfSPfCnV£LY. ................... .. WAWA.. :.:..'U C:pY.CROSSING.WAWA....,, WAWA ..................... ........ .GRAPE..:..................................... ::::::: ::: •r t:.:...........:::...... ... - . ............................................. .. .. ... WAWA .:. .... .. . ................................::::: .... ... .. .. ... h•• m ... .:::: :: "...'..: : :::'.�::: ...':.:..� ... WAWA. ::... ... WAWA ............. . .WAWA.. .. .. ......... WAWA. ... ............ .. ........ m + • ................. ...... ...WAWA .n .. .WAWA. WAWA :O• ... .. ... ................... .. WAWA. �. .WAWA.. .. .......m. , WAWA .. ... WAWA WAWA ... O... WAWA WAWA. •d ... WAWA... .WAWA WAWA. .ti WAWA .... ... WAWA ..................... ........ WAWA WAWA. ... . .. WAWA .. .................................. ... ... ... .... .. .. WAWA:.. � ': :': ...::..................... . ............................................ WAWA ... ... .. .... .. ... .. WAWA... .......... .. WAWA. .. .,. ................................... 4730 WAWA.. WAWA.. ..:. ................. ... ................. .. .. .. ....... K..L�. ::�: .`.;:STL7RM:CROSSING:.. ..................... ................. WAWA. .................................. ,...................... 4730 ..................................... .. WAWA... .. � ....... WAWA......EXIST'92"'Df�4:............. ... ... WAWA .... .... .. WAWA... ........................................:.... WATER.MAIN......................... .`O o.......1.. .... .m Ca WAWA. .. 5. 52 ... .. ... '-:: ...: ........ :m -::a ..................:.........:...... .......WATER............... WAWA.. �.. : ..............................:.........:....... ......................... WAWA. WAWA .. ... ......._... WAWA .. WAWA WAWA.. .,+WAWA. ..N:: .. .n WAWA .. 4.„ ..�.. �::.... ::�.. S10RAI:S£WER:CRC>551NG:: ..... :................. .. WAWA .... WAWA. WAWA .. ... �/155U E CALEA 2 ••N •�• ............ WAWA /4 WAWA.. ... ... G.. WAWA.. ... .:�o .:(L77LJ 1Y:CRd�s! .. .. WAWA. ..r, .Wry.: ... .. WAWA.. .. ... WAWA. :::: :: .. .... CCN7RACTDR REV: 7..K' ................. WAWA. WAWA. . 4 5 WAWA. ... ... ']N 1`FtdSSIN WAWA.. 4725 .. WAWA.. bl7 WAWA ......... ............................................. .. . .. WAWA WAWA. WAWA .. ... • r, ........................................................... INSTALL 378 LF OF 8'I D.1. CLASS 51 WATER MAIN••••. WAWA .. .......... .. ..�....A.........� � WAWA. a WAWA. ......... .. ........................... ... ................................... WAWA... ......... .................................... ........................................ ............................................... WAWA WAWA EkISANO 20 s'SENFft•MAWi WAWA.. .. WAWA. ...:: WAWA.::::'\:::::.: Wry..... WAWA. ................................................................................................................................................................ ... .............................�...................,.........,. WAWA. MPROI(:C�NEH7,.37'............... ........................................................................................................................................................................................ ... ................ WAWA . ......................................................................:.........................................................................iNSTALL 329'tP'C1P 8'/;Q.l.'GL��i:5t 1YA7�R'MAiltl:::::::: .:.... :::::::::::::::::::::::::::;:::::::::::::::::::::::::::::::::::::::::::::::::: 4720 v rm'1 m 4720 ............................................................................................................................................................... . _._WAWA Z >m co p- ..............................:..:.....................:....:.......................................................... WAWA..1721.77• WAWA WAWA WAWA :. .. .. .. :: m eto .... ... ... T fr .................... WAWA. ... ...................................... WAWA... ................ ................. WAWA... ................... pp ........................................................................................................... ...................................................... WAWA.. ........ ........... ....................::::.:'. � N 0 gEyvN SfMFR:INN:CIr( .......:.:::: ................ w m �i ..................................................................................................................................................................OF•BOZENAN SiD.-DWO.................•.........,.........,...................,.......... _ WAWA., .................................... ....................,.................................................. w 0200 .:02660-„(vE12-T1CAL..................<.......:: :::::::::::::::::::: ................. 4715 c a a .. .. ........ Z c 4715 ............................................................................................................................................................... WAWA.. WAWA EADs RE IREb: _. _ _r N ... ... ....... .. ....... ............... ....... ..... .. ............. ... ....... ..... .. .....� .... ... m E m ........ WAWA. .:WAWA.. .. ... .. .. ... ... WAWA.. ,- dc.. WAWA.. ... .............. .. ........... N O.:::::::::::::::::::::::::.::::::::::::::::..::..:.:.:.:...::.:::::::.:::::.::::.::::.i.::::;:;::::::::::::::::::::::.;:::::::.:::::::::.::::::::::::.:::::::::::::::::::WAWA.::.::::: X........................ RECORD ... .. ..:.:...':. .. WAWA. WAWA .. .: ::-' WAWA : WAWA.. :: 4710 .........:::::. ..:::::: .. WAWA. ..... ................................................... .. ..::.:::.::::.':'•::'.::::::::::::::.:::::::::.::.::::".. WAWA . ... WAWA.. ............. WAWA.. ................... ... ........WAWA ............ ......... . ..................................... ... .......... ..... ... .......... ... ........ ............ ... ........ .. . WAWA. ........... DRAWINGS................................................ . - ...................,............................ _ .. Sheet No. 13 :: :: :::::::::::WAWA...............................................::::::::::::::::::::::::::::::::::::::::::::C:::::::::::::: : ' :: ': :::::::::::WIND:WEIRD::: AV.E'.1�T,1 ::::::::::......:::::::::::::::::::::::::::::: ::::::::::: : 1 ,2- 16—08 ::..: ': ::: : ::: :. ....... W-3 .............................................................................................................. 0+00 0+50 1+00 1+50 1+00 1+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 of 16 Copyright 0 2007 HKM Engineering Inc., All Rights Reserved. i s 00 r O e] N 60.00, a PUBLIC RIGHT-OF-WAY o S U EJIW 6' V-1350-1 FRAME AND GRATE 4 THICK TOP, 5' WALLS AND 6" BOTTOM. v 10.00' 10.00' PIPE, 21' TEE AND CAP BY CONTRACTOR °i 5.00' 6.50' 7.00' DRIVING E DRIVING 7.00' 6.50' 5.00' 21" SLIP CAP TO HAVE 12"X12' ORIFICE u z 1.00' SIDEWALK BLVD PARKING LANE LANE PARKING BLVD SIDEWALK 1.00' 21" A-LOKS FOR ALL WALL PENETRATIONS v OD • v. u RIM EL. 4724.90 g c7^ '� TOP VIEW o ° 3 �bo T ;i, •.i Th�`k'lh 12"z/2" 0,50' 0.50' 1 ORIFICE • 4720.91 �• INV. OUT 4721.01 v INV. IN 3x 3x —x0.7 rn E o • COMPACT SUB-GRADE • PVC"P PE30UT � PVC PIPE 3N � CONTRACTOR TO CONDITION AS REQUIRED TO MEET PLANT MIX ASPHALT SURFACING 4719.60 a COMPACTION REQUIREMENTS 3" MIN. DEPTH FLOOR ELE. �• 'r' �^ -`.. '•� CRUSHED GRAVEL BASE COURSE ;! 74" M-4000 CONCRETE 6' MIN DEPTH o° U 9 3 WASHED GRAVEL SUB-BASE COURSE 4'-10' DIA. _ • 3' MINUS PIT RUN GRAVEL BASE SLAB 9" MIN. DEPTH SIDE VIEW Q J 48'I.D. POND OUTLET STRUCTURE 3 WITH EJIW 6" V-1350-1 FRAME AND GRATE 9 J (__2_')i FLOW CONTROL MANHOLE-POND 1 a U TEW. POND®HUNTERS WAY d BREEZE LATE 3 �11 35' LOCAL STREET TYPICAL BECTILTNI NOT TO SCALE N a U1 NOT TO SCALE o 3 0 z U A� O a` • 65.00' PUBLIC RIGHT-OF-WAY �*ZA W. EJIW 6" V-1350-1 FRAME AND GRATE 4" THICK TOP, 5' WALLS AND 6' BOTTOM. _�•'•, 12923 PE 'w PIPE, 15' TEE AND CAP BY CONTRACTOR =FSSC,°;.,s�`�•�"- , 12.50' 12.50' 15" SLIP CAP TO HAVE 4.50" DIA. ORIFICE 0 , 5.00' 6.50' 7.00' DRIVING DRIVING 7.00' 6.50' 5.00' 15" A-LOKS FOR ALL WALL PENETRATIONS 1.00' _ SIDEWALK BLVD PARKING LANE LANE PARKING BLVD SIDEWALK 1.00' RIM EL. 4724.00 TOP VIEW 4.5" DIA. • ORIFICE 0.50' 0.50' •� . INV. OUT 4720.59 INV. IN `37G 3% pX . E 70.75; 15" D-3034 15" D-3034 COMPACT SUB-GRADE PVC PIPE OUT PVC PIPE IN CONTRACTOR TO CONDITION 4718.80AS REQUIRED TO MEET PLANT MIX ASPHALT SURFACING FLOOR ELE.COMPACTION REQUIREMENTS 3' MIN. DEPTHCRUSHED GRAVEL BASE COURSE U.a Mcoi4" M-4000 CONCRETE 6' MIN DEPTH _ 2 >O0 m r` 3 WASHED GRAVEL SUB-BASE COURSE r BASE•SLLAB RECORD m�co 17 3' MINUS PIT RUN GRAVEL � pr��N N 9" MIN. DEPTH SIDE VIEW W O l. DRA WINGS W°mw A:' 48"I.D. POND OUTLET STRUCTURE Z i mg WITH EJIW 6" V-1350-1 FRAME AND GRATE 12_ 'J 6_O8 �r r EP C•, 1 v Wmm. (_4_'� FLOW CONTROL MANHOLE—POND 2 Sheet No.X 14 �31 49 LOCAL STREET BREEZE LANE PEPWANANT POND _ TYPICAL SECTION NOT TO SCALE NOT TO SCALE of )416 Copyright O 2006 HKM Engineering Inc., All Rights Reserved. n JUL 17 IM, t, I 0 0 N � � RECORD T 3 O m N d DRAWINGS H . o 4724.96 EL 7 _ 1 2— 1 6—2 O O 8 .': � a < CONCRETE - / p ��, 6 VALLEY GUTTE - ---jop O U + CP_ 5�0 C 5�O \`� _ / CONSTRUCT 4'WDE x D5' 4725.52 TBC 17 - wr EEP OIERFLOW SPILLWAY m =f WIN 6'MINUS 4x6' 2 4725.82 TBC _ RIP-RAP PAD ; a N$a 0 ko \ j 30' UTILITY EASEMENT 2 3 o � o �b STA. 14+17.50 - BEGIN CROWN TRANSITION TO 1 9' 12' 9' RCP PIPE INTERSECTION STA. 15+67.50 _ _ ��,,< �p FROM 3%X-SLOPE TO MATCH BEGIN CROWN TRANSITION TO SINSTALL Pnw GRADES WITH HUNTERS WAY INTERSECTION MANHOLE,RAM=�1.00 o FROM 3%X-SLOPE TO MATCH 5 5t GRADES WITH HUNTERS WAY O_ rn \� XB,L 4726.31 TBC all Is LF OF 21 Dla10 RCP PIPE o d \L- -/ Q� 7 .7 FL \� STA 7+74.70 ' o E VALLEY TIER ND TRANSITION OF X-SLOPE. O 470SS SLOPE THROUGH 3'OF 1tmINUS CONSTRUCT 41,4RAPHI26.31 TBC To a CRUSHE PAVE INLET AWL) IHIpC WC0 4726.1 I IERT.CTION= Ixx (6'M1NUS CPAb£LJ4726.11 TBC 4 26.59 TBC - IRCP WTV I'OF 15'CIA.8'OF 3 • COURSE / 3 TA.6+95.60 0 y GIN CROWN TRANSITION a O ~ `r 4726,59 TBC, y T INTERSECTION m 1 X- o3%X-SLOPE TO 1xz —N — 3 STORMWATER DETENTION PONDPE 2 1 1 S D2 LAM ALE N 3 r0 0 1 HUNTERS WAY & BREEZE LANE 2 GRAVEL ALL-SEASON ROAD o D2 HTFRSECTION DETAL D2 NTERSECTION DETAL z° SCALE :1'-30.00' SCALE HITS U 0 O a` NOIES 1. EXTEND LY1YDU175 2 FT BEYOND R.O.W �polNlT'q�,y'`�� EASEMENT CN BOTH SOES Of CROSSING - LO CONSTRUCT 4'WOE x 0.5' 2. TIMN 141I CONDUITS ONLY REOUIRED FOR '-"ZACHARY W.'*�_ 6,200 S DEEP OWRFLOW SPILLWAY INTERSECTION OF BREEZE h HUNTERS WAY. zzA LOWS sw W iH 6'MINUS 4 x6 =0 12923 PE S, RIP-RAP PAD RCP PIPE "nnuuu i� INSTALL FLOW CONTTOL - —" 1�VAL 15l�FtAt7 N OT 5 RCIP PIPE 0 s .ft.45' JO'MIM 40'MAk SEE D E TA l� 2 TH END A B NDS N77H END CAPS AND BANDS FOR GAS ONLY. ON SHEET D - J3 LOT 6 6,984 sq.ft. Im CONSTRUCT RIP-RAP TO 1?'MIN. m v M Tq POND lNCE 4 x4 x8 THICK2 T>Go m r (6"MINUS GRAVV) - - m 1'rl[L Oo.6 aQ CORRUGATED PE CUL WRT m 2>,a,Q m MRH END CAPS AND BANDS LI1 0 Ti.- TAU n N \ lNS 3 LF OF 21'DIA. NOTE., INSTALL TN1N?4• Im 0 O RCP INTN FEYS CONDUH3 ONLY AT 2 F L �d INTERSECTION OF BREEZE d' _ INSTALL CB-1 SEE SHEET HUNTERS WAY. U' 61M-m c•. C-1) Z O.p0 OK ON Ot m W Z Is 0.LL Sheet No. 15 4 TEMP. STORMWATER RETENTION POND 5 TEMP. STORMWATER DETENTION POND 6 UTLITY CONDUT DETAIL Din D2 BREEZE LANE D2 WIMM LAPS AND FLR� MS WAY D2 SCALE : NT5 L SCALE :1'-30.00' SCALE :1'-30.00' of 16 Copyright O 2006 HKM Engineering Inc., All Rights Reserved.