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HomeMy WebLinkAboutDurston Meadows Subdivision Phase 1 - Gravity Sewer Main Extension DURSTON MEADOWS SUBDIVISION PHASE I GRAVITY SEWER MAIN EXTENSION PREPARED FOR: JOHN WILLIAMS P.O. BOX 11875 SPOKANE, WASHINGTON 99211 15'MINIMUM SEPARATION. �y BETWEEN SEWER MAIN& 0 30 EASEMENT sr' 30'EASEMENTPOWER POLE' ;j�' LEGEND r '�.�'�rt9E - - 15'MINIMUM SEPARATION =DITCH BETWEEN SEWER MAIN& =FENCE 15'FROM SECTION LINE CENTER 1/4 CORNER SECTION 2 POWER POLE. -PROPOSED WATER VALVE -ono EASEMEN ALL WEATHER TURN AROUND AT END OF ACCESS ROAD • =PROPOSED HYDRANT W =PROPOSED WATER LINE END CONSTRUCTION OF 12'WIDE ALL WEATHER ACCESS ROAD(GRAVEL SURFACE)OVER SEWER MAIN.ACCESS =PROPOSED SEWER MANHOLE ROAD TO BE CONSTRUCTED FROM STA 11+02.42 TO 55 =PROPOSED SEWER UNE STA 40475.34.CONTRACTOR TO REMOVE TOPSOIL FROM ROAD SECTION&COMPACT SUBGRADE TO 95X MAXIMUM SS = PROPOSED SERVICE WYE DRY DENSITY.CONTRACTOR TO PLACE 9'OF 4'MINUS — �I 30'EASEMENT UTILITY POLE- SELECT SUB BASE MATERIAL 70 95%MAXIMUM DRY DENSITY. �• = LAMP ryh r� WELL c =CABLE TV BOX T = TELEPHONE RISER EXISTING SEWER MANHOLE =EXISTING SEWER LINE =EXISTING WATER VALVE W EXISTING WATER LINE W =FUTURE WATER LINE h S� - FUTURE SEWER MANHOLE BOZEMAN, MONTANA 55 =FUTURE SEWER LINE Ba.lr Rd. - Grlif f, . .. CONTRACTOR NOTE EXISTING UNDERGROUND INSTALLATIONS &PRIVATE L UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH ln; INFORMATION. SERVICE LINES (WATER,POWER,T.V.,TELEPHONE) i� MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. •• CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR D�.b1«t Ra EXACT LOCATIONS. L-Jl1J�.—��� ��rsucn 5l. 37b — III(1�]IIIIF�BJI T � UL1 _ z 4ry• C3& GOLDEN ROD .A}1E P ®�❑�� 'i1' 30'EASEMENT W.M IB L ®C3©[3O�IL _ - I SHEET INDEX VICINITY MAP �1--30'EASFMENT SHEET DESCRIPTION 1 OF 3 SITE PLAN 2 OF 3 GRAVITY SEWER MAIN EXTENSION PLAN &PROFILE z • T 2* STA 11+82.42 TO STA 27+00 FI 3 OF 3 GRAVITY SEWER MAIN EXTENSION PLAN &PROFILE --$-@--�— — —b'--©— soasr ss DAISY M M1b1T E DRIVE STA 27+00 TO 40+75.34 --- - ' -- BENCHMARK INFORMATION NORTHWEST FLANGE BOLT ON FIRE HYDRANT SOUTH SIDE OF ANNIE STREET. x_ ♦: GE-1 G �`-n BENCHMARK ELEVATION = 4752.56 . . ::.. STREET -I- -- ANNIE •ml*lT E STREET F BEGIN CONSTRUCTION OF 12'WIDE ALL WEATHER ACCESS ROAD(GRAVEL SURFACE)OVER SEWER MAIN.ACCESS GASTON ENGINEERING & SURVEYING '' ROAD TO BE CONSTRUCTED FROM STA 11+82.42 TO - S STA 40+75.34.CONTRACTOR 70 REMOVE TOPSOIL FROM CONSULTING ENGINEERS & LAND SURVEYORS F' ROAD SECTION&COMPACT SUBGRADE TO 95%MAXIMUM DRY DENSITY.CONTRACTOR TO PLACE 9'OF 4'MINUS BOZEMAN, MONTANA SELECT SUB BASE MATERIAL TO 95%MAXIMUM DRY DENSITY. SITE PLAN SITE PLAN REVISED 6-20-96,8-19-97 SCAt F'. 1"=100' DRAW Br CTD oA 7E• 5-23-96 CNCCKED er. MC' oRAWV6 No.: 94-519A AS—CONSTRUCTED 10/97 d08 NO, 94-519 ,gFFT 1 OF 3 SEIAER STUB 5D'RApUS 2YPgiARY URN-A-PpA10 nAASE• \ // I ` � —_ NOTE: A a*.4* SEANCE!CCANEti i0 SEY6F YAM./SEPIAAIE \ _ 6'•4'N-UNf ICES. \ / 67 70 N0 Tura 6E—m NAAE wYUY a 1e•a SEPAPAnON —— 26'� lETEEEN EAa sANtE. ` 1 I 277,11 ,�0_EASEMENT 50'PADIUS 1ELPORARY — onAAtraP orar NsrAu saws w+E,r4s caNmAc,. 2 nA1N-A-AaPro PHASE s \ 6TgV 1 �NUE \ 9 NO YA NA1fMl u[s IH!carmAci. nW6 ss �_, \ 1ti 23+00 rwra gPNCE sE4EP sEPNfS AA°AI!iBR011AM _ - �t; 1 TUPN-A-ROAD RUY 5 670 q j 2+°°so• u - -- LEGEND I nit nor 6m vtNCE AaE llµi s.r M f ' 1 — __ — l 26+00 .DITCH A 6Y1EP aNeNa XXa1 SaNa --_ �y r 6fi>it ___ —_' 27+00 .FENCE O 17 -..��..... __ _ _ *_� _ D4 PROPOSED WATER VAL _ 1 anra 15' °� I � °4a4 V „!62 � _� - 'r W TYPICAL WATER &SEWER SERVICE LOCATION DETAILS / _ -PROPOSED HYDRANT W-- .PROPOSED WATER LINE -PROPOSED SEVER MANHOLE 17 :- 804 u, v. !'t•6 sr, 4 1 � SS -PROPOSED SEWER LINE SSA =PROPOSED SEWER LINF / °Ni V , _ O ' 1$ r u I 3 •IIa -UTILITY POLE 16 6 l _- / SAN, r,I �(. 05E04, =LAMP V'f' I a3so h1 4 I .J lIIJ sr r' Ny V I_ �1 ® WELL •CABLE N BOX r .TELEPHONE RISER 6 4 4 ✓»oJ V. EualS ! 34I4 V. 5 1 1.) we&'. -————————-tS}——_ -EXISTING SEWER MANHOLE ____—_——_SS--- .EXISTING SEWER LINE pQ .EXISTING WATER VAL vt 7 14 ! 13 5 `OCY'f' -—W-——- .EXISTING WATER LINE sly v. I 311378E ' °•A4 V. �6V 1 !1 �L I .... _W.�._- -_... =FUTURE WATER UNE 0 1 — f FUTURE SEWER MANHOLE lb --SS-- -FUTURE SEWER LINE zTWfB ! 1 8 n 12 7 r c,. c 1 oft m m" .SECTION LINE 3 F U4p v, °t13 v ' 6•}4".. !tom>v BEGIN CONSTRUCTION OF 12'WIDE ALL WEATHER ACCESS 9 J11�I� l II 8 I 30'EASEMENT n 4g g ROAD(GRAVEL SURFACE)OVER SEWER MAIN.ACCESS °7°'6 V. I lMSy W�93r. f4 V. V. , ROAD TO BE CONSTRUCTED FROM STA 11+82.42 TO 7 STA 40+75.34.CONTRACTOR TO REMOVE TOPSOIL FROM _ u ROAD SECTION&COMPACT SUBGRADE TO 95%MAXIMUM DRY DENSITY.CONTRACTOR TO PLACE 9 OF 4•MINUS - SELECT SUB BASE MATERIAL TO 95%MAXIMUM DRY DENSITY. I 1 u 10 1 t0 9 e CONTRACTOR NOTE a. EXISTING UNDERGROUND INSTALLATIONS &PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE SEVER STUB �/ SEWER STUB / \ I I BEST INFORMATION AVAILABLE TO THE ENGINEER. THE / \ I ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES WATER,POWER,T.V.,TELEPHONE J 1, MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLAN 7 CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL 55 �� ALL UTILITY COMPANIES BEFORE EXCAVATION FOR / L 2 13+00 14+'00 ,W 15+00 16+00 - r / 1T+� 1 _ - _—� EXACT LOCATIONS. NORTH 5TH�J —————- AVENUE HRH-A--YP�Y A I 5w RANUS RYPMMY / D !D'RADUS 1E— Y — TAN-A-PWM,PMA4! tUN-A-RgND—W 6 NORTH I-- 'PLAN VIEW STA 11 +82.42 TO STA 27+00 r'0% ---- � SCALE: 1"=50' 4750 I � rmn m ad 4745 DEPTH=9.86' uE�n+_c,r.. rZ» _ rczz . DEPTH.9.87' DEPTH=10.12' tS n 4740 271 LP OF 8•SDR 35 PVC 9 1,09% - 11 LF OF � 264 8• �.tr•��•rn Y 3 S SDR 35 Pv2 o 12 35 M ♦ r 4735 1 p Y'IYi�n SD 35 P 47 306 LF OF 8" I I W vwz m a 218 gZZZ a. PV z `��3az 400 LE OF 1 SOR 4730 - I Y� • � � I� W bi"' >3tnl } • van • J • 7 7 . 7 • wmo m m >> s YS Yi s YS s F a 24+00 25+00 26+00 27+00 gzz - ZD �ww rc rc rc is z if^ a A 6 a &> w >>e sK t W Wv� m GASTON ENGINEERING & SURVEYING o o.-, i�. o,� off- 47-5 9 Z � % ; ; _ S _ z i i u EJ I < CONSULTING ENGINEERS & LAND SURVEYORS BOZEHAN, WONTANA + Q F o F IT If F SEWER MAIN EXTENSION UME�� ON7.;, PLAN & PROFILE 11 7zo.00 ,2+DD 3+Do 4+oF, 15+00 6+00 ,7+DD ,8,00 9+DG 2D+DD 2,+DD 22+00 23+00 �.. STA 11+82.42 TO STA 27+00 •:GERALD M. 97 PROFILE VIEW STA 11 +82.42 TO STA 27+00 REVISED 6-20-96.8-19 GAS�' 35 4E . � APANN BY.� CT� nAFr.. 5-24-96 SCALE: r,. HoP2.: I"=50' - C// K Y. MG ORAW1V N.� 94-519A2 VERT.: I"=5' AS-CONSTRUC -- 97 N , 94-519 �, 2 o 3 CONSTRUCTION NOTES: CONTRACTOR NOTE I I.g I I 1) CONNECTION TO EXISTING MANHOLE SHALL CONFORM TO MPW SPECIFICATIONS I I II EXISTING UNDERGROUND INSTALLATIONS &PRIVATE SECTION 02722.05. CONSTRUCTION TECHNIQUE SHALL BE USED TO AVOID UTILITIES SHOWN ARE INDICATED ACCORDING TO THE INTERRUPTION IN SEWER SERVICE. THE CONTRACTOR SHALL PROVIDE A FLOW I BEST INFORMATION AVAILABLE TO THE ENGINEER. THE BY-PASS PLAN FOR CONTINUED SERVICE DURING CONSTRUCTION. THE FLOW ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH BY-PASS PLAN &METHOD OF CONSTRUCTION OF NEW INVERT SHALL BE �-65' /W-+ INFORMATION. SERVICE LINES (WATER,POWER,T.V.,TELEPHONE) SUBMITTED TO THE ENGINEER AND THE CITY OF BOZEMAN FOR REVIEW PRIOR MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. TO THE PRECONSTRUCTION CONFERENCE. rr CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR 2) CONTRACTOR SHALL CONSTRUCT INVERTS, MANHOLES &MAINS TO THE GRADE 30'EASEMENT EXACT LOCATIONS. AS SHOWN ON THE PLANS. /.INED R-3 LOT LEGEND — — I -DITCH FENCE PNNlE 28DjV`S1oN M DY -PROPOSED WATER VALVE pNas� I -PROPOSED HYDRANT I i I W -PROPOSED WATER LINE I I g -PROPOSED SEWER MANHOLE I I I I I I I SS -PROPOSED SEWER UNE I =UTILITY POLE I I I Y} =LAMP I x l I ® -WELL I I I I I I ® -CABLE TV BOX I � -TELEPHONE RISER I I - -----®---- -EXISTING SEWER MANHOLE I I I I I ---- -SS--w =EXISTING SEWER UNE I I -EXISTING WATER VALVE I I __-------W_--_ -EXISTING WATER UNE I I I I I - -W- - -FUTURE WATER UNE I I I END CONSTRUCTION OF 12'WIDE ALL WEATHER ACCESS --0 --- -FUTURE SEWER MANHOLE ROAD(GRAVEL SURFACE)OVER SEWER MAIN.ACCESS I I I ROAD TO BE CONSTRUCTED FROM STA 11+82.42 TO I I I -SS- -FUTURE SEWER UNE STA 40+75.34.CONTRACTOR TO REMOVE TOPSOIL FROM I . . . . . . . -SECTION LINE ROAD SECTION&COMPACT SUBGRADE TO 95%MAXIMUM DRY DENSITY.CONTRACTOR TO ACE 9*OF I I I SELECT SUB BASE MATERIAL TO 95 •%MAXIMUM DRY,DENSITY.US CONSTRUCT ALL WEATHER I ) I I CCES ROAD TURN-AROUND AT END OF I - ---------------------------- �CENTER 1/4 CORNER SECTION T FROM SECTION _ �70'0 EASEMENT y ' IV M99MUN SEPARATION "� �- -- r - - - - f - BETWEEN SEWER MNN k '- ---- � $ MH(EXISTING)/950 }4+00 POWER POLE. I - -.-. 35+00 (yam +00 3I+00 --38+00- 0 _----.11w-- ----- ----- T}y EASEMENT ----- F j _---_ .-----------------------------------1L.---- 15'MINIMUM SEPARATION. ----T BETWEEN SEWER MAIN& `}0'EAS_EMENT / \ NECT TO EXISTING MANHOLE(SEE CONSTRUCTION NOTE pt) . POWER POLE. l INSTALL 161Y OF 36'CMP W/FETS PLAN VIEW STA 27+00 TO STA 40+75.34 NORTH I I SCALE: 1"=50' I i4• 1745 2 yFj 4710 NZ 2r, x _ F 4]}5 �- + - _ - - ' INSTALL 16LF OF 36'CMP w/FETS F 2>>> 4735 KZ9Z Tel DEPTH=10.25' -- --. DEPTH=9.82' 114730 DEPTH=7.25' I I 4110 22LF OF 10'SDR 35 PVC O 0.5% DEPt11-9.8II 30 XF OF 10'SDR 35 PVc O 0-48X {OOCF OF 12*SOR PVC O 0. 40OLF OF 12'SUR 35 PVC O 0.22% II o SS PVC 02•SDR - fN� II �f rZcl » + 11 Mnv nnfi �i2 4720 J _Z2 w _._---_--�- - _� ___._ __�_.__._ .... ._:- _ -__-- -_ _ 1 4715 — — - — - — CONSULTING ENGINEERING & SURVEYING CONSULTING ENGINEERS & LAND SURVEYORS oarorsuv - ___. --_ _._ - BOZEMAN, MONTANA 4710.00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 �pNTq.. SEWER MAIN EXTENSION GERALDM.;• PLAN & PROFILE cASTON STA 27+00 TO STA 40+75.34 REVISPROFILE VIEW STA 27+00 TO STA 40+75.34 'c^SF t DA7E. 6-20-96,8- 96 T � �Hanry er.� Cry onrE: 5-24-96 SCALE: ... Horz.: L"=50• MG 94-519AJ 1"_5, sHEEr 94-519 HEEr AS-CONSTRUCT D 10-97 CHECKED CNO 3 OF 3 N.: - - - r