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HomeMy WebLinkAboutKenyon Drive KENYON DRIVE WATER , SANITARY SEWER , AND STREET IMPROVEMENTS BOZEMAN, MONTANA SHEET INDEX _ Cover Sheet & Details Sheet ❑���0 ©❑❑❑❑C7(]O�D e W1: Water line Extension Kenyon Drive ❑�� ❑❑❑❑DOD "'°'�St. SS1: Sanitary Sewer Extension Kenyon Drive ��❑❑®❑❑0 D❑m❑�OO❑ ST1: Kenyon Drive Street Improvements ❑❑❑❑❑❑❑❑ ❑ 9Pf 1 ❑❑❑❑ ❑❑❑❑O❑❑ m 1-90 11000 AP3 s + =❑cl v ° s❑O ❑0❑❑ ❑� Montana a❑❑ ❑ PROJECT SITE unc n R state Q o` Holly Dr. q i O University ��� u u m Kagy Blvd. O O� GENERAL NOTES 1. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO ' KO9Y Blv Kogy Blvd- BE CONSIDERED COMPLETE. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY LINES DURING CONSTRUCTION. ALL UTILITY LINES DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. 2, ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FIFTH EDITION, DATED MARCH 2O03, AND THE CITY OF BOZEMAN MODIFICATIONS, MARCH 2O04. - VICINITY MAP 3. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS N01 To SCALE SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. 4. A PRE-CONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER - - --- -.-- WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT AT LEAST ONE WEEK PRIOR TO CROSS—SECTION THE PRE-CONSTRUCTION MEETING. INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND KENYON DRIVE MATERIALS BY THE ENGINEER. 5. THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. 30.0, 30.0' 7. PROJECT BENCHMARK: NORTHWEST BONNET BOLT FIRE HYDRANT/563, AT 1715 1' 5 5"57 KENYON DRIVE (WEST SIDE), ELEVATION - 5058.75 (CITY OF BOZEMAN DATUM) �`X� � ` 8. ALL CONSTRUCTION SHALL MEET APPLICABLE OSHA SAFETY STANDARDS. 3'A ALT PAVEMENT r 2X `x 3� 3" 9. THE CONTRACTOR SHALL REPAVE ALL AREAS OF EXISTING ASPHALT REMOVED 6',1'-MINUS CRUSHED GRAVEL J1 DURING CONSTRUCTION ACTIVITIES. MATCH EXISTING PAVEMENT THICKNESS. FUTURE 5'WIDE SIDEWALK 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND SAFELY FENCING 1 CITY STD.CURB a GOTTER ALL OPEN EXCAVATIONS. THE FENCING SHALL BE MAINTAINED BY THE CONTRACTOR. e'.6-MINUS SELECT SUB-BASE GRAVEL 11" THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY OF BOZEMAN FOR INSPECTION OF ALL SERVICE CONNECTIONS BEFORE BACK FILLING THE TRENCH. Rocky Mountain -Engineers NT RAY H. CENTER 5653 ES Civil Engineering & Land Surveying 1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859ffk UNLESS SIGNED,SEALED,AND DATED, DRAWING FILENAME. /723TOPO-As Duilt.awg 06/10/2008 THIS IS A PRELIMINARY DRAWING SET. -0 J� STA. 4+67 - DISCONNECTED EXISTING STA. 2+03 - INSTALLED 8 1 WATER SERVICE FROM EXISTING 6" AND TEE, O D.I.I WATER MAIN, REMOVED CORP STOP I HYDRANTW/ A X. VA WE ASSEMBLY o T1 AND INSTALLED PLUG. CONNECTED �� EXISTING WATER SERVICE TO NEW 8" (W/MEGALUG M.J. RES RAINT, ALL JOINTS) 0 WATER MAIN. F S BLOCK 1 EG U80l�ASIGN, OND FIUNG BENCHMARK. F.H.ARROW CAP BOLT FIRST S 5047.95'.CRY OF DOZEMA4 DATUM 11N � I /O rJ STA. 4+70 - INSTALLE�2" BLOWOFF HYDRANT ____ 12" CLASS 51I pS 12" CLASS 51 PER C.O.B. STD. DWG. No. 0266D-7 __-- - p°' p�,p'X DUCTILE IRON PIPE DUCTILE IRON PIPE INSTALLED BY OTHERS w$ INSTALLED BY OTHERS 9��O1 s I s aI Z I I ? CDT -S 1 B" CLASS 51 DUCTILE IRO 01-HE SGeO S�4'• 1 _ .- J o� L J v' 8" CLASS 51 INSTALLED BN OTHERS EXISTING 6" p DUCTILE IRON PIPE 11 _ \ R'T DUCTILE IRON PIPE w ss w ss - �\ ew - -- - - - - 6'1WI . - - c s5 - 55 SS SS SS 1 - -- - _ ___ --L___ KENY_ __UN _ o 11 / a- N 09'4 55 E 480.6 STA. -0+20.89 - INSTALLED NEW 8" GATE �s 1 w 97. 120.10 1 105.24' �1 VALVE W/A VE BOX AND MEGALUG M.J. y7,'�L ss Z �n. M $s i N. ss U m ss, m ss �. (RESTRAINT AND THRUST BLOCK. CONNECTED r : TO WATER MAIN CONTINUING NORTH. 0 STA. 4+71.86 - INSTALLED B" \�79i �.y a a ro A 9 Z Z END CAP W/ THRUST BLOCK/ a, a o o o o f rIm o I o Z SU ql ai3` row F w i o rn ml� oU o o P �10 Si° CR " 1 00 `V I A 0 74.87' S7.57' I p A S 09'38'11" W 132.44' 39 5 I N S 1 � SOON w 30.17' 0 104.66' - - -- 132.06' S 09'48'27" IN 266.89' / 1 0 20 40 eo i cI / /� m � o 5D48 _ PROPOSED FINISHED GRADE SD48 7 1 _'�-- ��-- -_------- EXISTING GROUND PROFILE 7 V,2 io �U W y KENYON DRIVE - - - 3/4" WATER SERNCES xM 6.5'MIN. <m APPROX. LENGTH r 1, BLK 2A 0+46.4 30.1' LT 39, ��tT1T') 1, BLK1 0+61.6 35.9' RT 27' m 2, BLK 2A 1+56.0 50.0' LT 39' 172 LF.8"CLASS 51 D.L MPE ~ �� 2, BILK 1 1+89.2 36.02 RT 28' 5040 N a J G) 3. ELK 2A 2+78.0 58.9' LT 39' 4, BILK 2A 3+71.9 30.5' LT 38' Z >.K 5, BILK 2A 4+66.3 30.0' LT 37' W Nm "W 3c3 Zp \ I at W OC -V W co � JNFs �tfQ�� Wa >C - I I Z V \ I (AZ 1.1�,� �Z 7 I p m x G a<Z 5032 cIO-HZ o T N 'w"i p 5032 r +10 3� Y; VC)Z H 2 3 dg F3'; (A �U nmC m I �ZZ ++ 4<N W� C J� 5024 - 5024 eny n rive Wat r ain 0 1n n m o n o o a 0O f�o pp <vp a a a n n 0 N N N N N N N N N N N O O 5016 5016 5+60 4+80 4+00 3+20 2+40 1+60 0+80 0+00 -0-80 A!Ip1j' DESIGN BY DATE: AWN Y. DATE: �W y + RHC 12/12I2005 AOR 12/12/2005 DRA`MNG SCALES: Rocky Mountain Engineers, P.L.L.C. ,, RENSIONS DATEL CHECKEDY: DATEL PLAN VIEW HORIZONTAL: 1" = 40' bUWL[S�� CITY LTR.12/11/D6 12/15/2006 CONTOUR INTERVAL: 1' W7LQ4l�W Civil Engineering & Land Surveying NI 1T AN PROFILE VIEW: HORIZONTAL: 1" = 40' 700 West Koch Street, Suite 7, Bozeman, Montana 59715 4 406 -586- 859 CIF 1 T YP=r " = Qa PG3°OG�[dQ ) yHFq �h��.- DRAWING FILENAME: /723TOP0-As built.dwg O6/10/2008 VERTICAL: 1 4' TII ILOCKION. SECOND FILING o olws z, r GR AF'S FIRST 1- ti NH 2 Sta. 1+75.48 I <OT 045.56 Rlm Elev. J 5039.96 Inv. In (S) _ -- ----- 5039.91 1- Out N '` = EXISTING -- n�m ( ) 1 n MH 1, Sta. 0+04.66 r 1 <pT C X I I C A X =SSMH-4 THE KNOLLS 1 1 g I I r➢ ��I gs 1 5034.50 Rim Elev.w 7- ' 1 1 I I 5029.30 Inv. In (5) 1 _-_- -------� N \ / 5029.20 Inv.Out (E) MH 3 Sta. 4+43.16 ea*' 5047.74 Rim lev. 8" PVC SDR 35, ASTM 3034 9� 5041.39 Inv.Out IN) � - -- g•W----- _---_6'W- 12'W 1 ' 1 'W 4+ - 3 - 2+40 - -+ - 0+80 ' - - 1 ---- -- --- --- -- �G54._ ��aµ�T�.` 09'4 55 E 480.6 $�_I ' L' £(s•'I M� 55 In9 Ma M 120.10 105.24 SS 1 T• I s sti'gy r4 ' sh It g o O oc O I o Z1 ' SL 4T Its. ` '� f y I ' ' o a 0 AI�o a' �' I o o Jt'' r fin O (➢l J 4 / O -I I yy •V 1 6 A + PD 74.87' -- -57.5T ' �^ g� 3g 5 I o I N Sob S 09'38'11" W 132.44' _ io �'e°iys/p S 26'1,09" W 9?. \ 30 4 \ - - - - - - - - 1 .1 0 10a.66' 132.06' S 09'48'27" W 266.89' ` \ ` Scale: 1"_40' 20iiiiiii {o e0 e 1 // ➢Zx � I m� m� � + � m Vi> n o c i m _ E > x a In N . N al • � 100 \ N Y7 PRO OSED FINISHED GRADE KENYON DRIVE EXISTIN GROUND PROFILE 5048 - - 5048 4"SANITARY SEWER SERVICES ---- _ yi�� TTA 8 DIST In. LT STREET CL A PROX LENGTH 2i w 0+11.3 23.0 23' 2 Y E i i 0+32.4 36.5' RT 43' yI "c..c. 1+15.7 50.2' LT 24' 1+43.2 36.9' RT 42' w N n N 3+40.7 30.6'LT 26' 268 L 34 I I x M N N 3+86.4 31.3'RT 46' SDR S PVC 0 0. 0X I I 2000 {+37.4 30.4'RT 35' tNn O O 4+37.2 30.0,LT 25. 5040 - _...-. 5040 MINIMUM MINIM URt'- SEPARATION SEPARATION 1.5' r4p��o e• STD ca �stg II I I 5032 5032 �I Ken on Drive Sanitary S wer Mai 5024 5024 4+50 4+DO 3+20 2+40 1+60 0+80 0+00 -0-80 DATE: �v7 ry��v7 ryry�� nn �(7 o /� 4 RHC DA 2/12/2005 A AOR A 2/12/2005 DRAWING SCALES: W�LlvJ ll O0 W DW��:J Rocky Mountain Engineers, r.L.L.V. � 7x REM 1 DATE: CHECKED BY DATE: PLAN VIEW: HORIZONTAL: 1" = 40' �MI�I�S7 CITY LTR, 12/11/06 12/15/2006 CONTOUR INTERVAL: 1' (oZ/1 rn�Sr/,�I�Vv7 �O I�lyy71�1� I�Mr�I�ryTCy�Orn LUIRJJLL55LL55 IIJJ Civil Engineering & Land Surveying , M aw PROFILE VIEW: HORIZONTAL: 1" = 40' bU/ 1LAJ U LAW Lf cDJL5WL5Ln] LSLn�LJ L5L<tJaV LAJ ��� O� n 1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 DRAWING FILENAME: /723TOP0-As budLdwg 06/10/2008 VERTICAL: t" = a' PNQ(�] � 4a1 . DETENTION BASIN: BUILT POND WITH STORAGE VOLUME OF 391 C.F. REMOVED 225 L.F. OF ASPHALT PAVING T CITY PERSONNEL DETENTION OUTLET STRUCTURE CONSTRUCTED W/3/8' FPARK BENCH REMOVED o WIDE SLOT. SLOT INV. ELEV. = 5033.8 BETWEEN CURBS AND REPAVED W/3' rn AND RELOCATED BY _ THICKNESS OF ASPHALT PAVEMENT. �� N INSTALLED 8" PVC PIPE UNDER BERM AND TRAIL BLOCK 1 ECOND FILING ` j GR AF'S FIRST SUBDIVISION, _NLET AND CATCH ALLED CURB BASINWITH 1 o ro 1 REMOVED AND SALVAGED TO rn C.O.B. SHOPS TYPE III AND CONCRETE APRON AND 20 L.F.-� J DIAMOND SIGN BARRICADES OF 12" dia. PVC PIPE PER <pT C.O.B. STD. DWG. No. 02720-1 3 1 c'1m r-------� �nX (Or A0i I rDN (OLD 0 1 SR4F•°C4.s \ 1 _� St c�i I I m r� pT 3^ 1 l/e S R 0 - ///^\\ ss w 1+60 sW'-- 0 I 11 }tf 09' S5 - 1 4 0.6 1 104.66 105.24' I ' IRS - Z N -,y, N _ 66 R In M SS M 65 1 L' L Z � r I I oz 0 I l0 o o > mm u oI c: (S6pqJy r yJ� u'� �7 {�{ iwj,'in 0 Ao rn (A F yNy !r N, I o �`1 rn � PAINTED CURB YELLO�FOR 70' 74.8T SZSTAPPROACH. AFSprg / �� 87' -- — — —I i i BEYOND DRIVEWAY AP ROACH. a i RS 6( y.s+ , i STALLED 2 SIGNS Np TSop,S- S 09'38'11" W 139 44' RKING BETWEEN SIGNS'. s io LepJys/04, ?gy�'096 W 2'\ \ — — — — — I 30.17' 0 104.66' 132.06' o ? �3$g5. S 09'48'27" W 266.89' / 20 10 BO NN F rn ` n N rD U 5056 - - --- 5056 5056 0 5 0 1. 056 a g 100.00' VC z a g 100.00' VC v g N PVI STA = 1+4 .28 _ _ __ v N$ PA STA 1+4 .28 a iO PIA ELEV= 504 .55 u: - a o i +uoi .D. _ -8.6 �'' °+'o PVI ELEV - 504 .55 o o+Z o v1 D. - -8.6 a0Cn (,j';7 K = 11.53 �p =N� 4NN N K - 11.52 w >w In N m Q O _ w m N 5048 Q S --_ + Fzm o w oI m j - 5048 5048 ---- -—-- 0.sa o a - - 5048 sawn �- ---- _ �� Ti W o a o L) _ W <WU ! oa --- ea c1 a I Z `� z �C, 0)0 \ +o - \ N N �9 > +.9 5040 — — ell .. 5040 5040 5040 W w le; Kenyon Dive West TB Kenyon Dr've ast TBC C 5032 - - 5032 5032 0 Y a 5032 o 41 `o w N ti � co N� o + co +n 1OT2 10T1 +m 5024 5024 5024 N 5024 -0-80 0+00 0+80 1+60 2+40 3+20 -0-80 0+00 0+80 1+60 2+40 3+20 4+00 DESJON BY: DATE: A Y: DAM:b RHC 12/12/2005 AOR 12/12/2005 DRAWING SCALES: Ln�LSW UOt1�J DW��:/L5 Rocky Mountain Engineers, P.L.L.C. i�''y REVISIONS DATE CHECKED BY DATE PLAN VIEW: HORIZONTAL: 1' = 40' ------ CITY LTR. 12/11/06 12/15/2006 CONTOUR INTERVAL: 1' LffIL.JILL55LL55 I1JJ_- NiNJ aN �4G13CC4 �Ga1pG30C�IGGA]Ca4�3 �4� OCR Civil Engineering 8L Land Surveying PROFILE VIEW: HORIZONTAL: 1" = 40' Rf� 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 ''rr4FfR r T"L�YAa r DRAWING FILENAME: /723TOPO-As built.dwq 06/10/2008 VERTICAL: 1" = 4' Qa pQ�� �G1�Q4 r ii AND