Loading...
HomeMy WebLinkAboutWalker Subdivsion S TE PLAN SCALE: 1"=200' LEGEND: v° �13 � 11C ��1Cv° .1 � 1� (w(RESTRICTED OPEN SPACF LOT) = PAVED AREA PHASE II ROAD �c SEWER IMPROVEMENTS © O DRAINAGE FLOW /�° o �= ; � 00o o = VEGITATION T O BE COM PLETED IN PHASES (TREES a SHRUBS) PHASE i CONSTRUCTION 8e GRAVELING OF ROADS p WITH SEWER COLLECTION SYSTEM o PHASE II PAVEMENT OF ROADS 0 P � d Q � • t MH# 1 OPEN SPACE . Q MH# 1 aQ 1.1-1 `y ¶ ° o K A -DRIVE OPEN SPACE & SEWER °op � AoH# 11 ET3OF5 ° Qo IFT STATION c•�r TAIL VALVE \ S ET50F5 "T •_ 0 PREPARED BY: MH#1 MH# 14 o OPEN SPACE H# 17 SEWER FORC AIN MH# 16 GASTON ENGINEERING Bc SURVEYING EN SE RD. PLAN & PR ILE ROA & S M SHEET 4 OF 5 B O Z E MA N, M O N TA NA SHE T40F5 MH# 10 4, G �'' o \ -BLOCK 2- o O FOR: STTSAN Be BEATRICE TAYLOR k GIBSON6 RIVE o MH# 15 ROAD 84 WER \ MH CAMPBELL RD. SHEET 3 5 MH#18 � ROAD & SEWER ° 0 SHEET 2 OF 5 RESTRiCTED OPEN SPA 0 o ^ MH#19 O ° ,REEVES RO D WE T ` MH# OS �I INDEX & SE ER -a F 5 PG 1 SITE PLAN - run" LOT 2 o 11` Boo ° ! PG 2 CAMPBELL RD. ROAD & SEWER I Z 00 PG 3 GIBSON DRIVE ROAD & SEWER m �� _ KEAN DRIVE ROAD & SEWER REEVES RD. WEST ROAD & SEWER al MH#5 p PG 4 ENTERPRISE RD. ROAD DESIGN 0 o ° SEWER FORCEMAIN FROM CAMPBELL sq ROAD TO INTERSECTION OF REEVES °QO ROAD WEST. o \b�' MH#7 PG 5 LIFT STATION DETAILS MH#6 MH#8 pNTq %•GERM D M.`� 00 3594E • AS CONS UCTED 6/92 SHEET 1 OF 5 RDwN_D E,.E,fDOT .•iraDixEaa,•YP«,s m,=~ED RA=E GwesE r n.cNNEss�•-us aDSNEo sE,cn s,esASE cows � � •TMtlOR.9S r uAu m,a,ED.A>E owRm fOR CWPALnd SfE SPEtlAI Pe0N9d5 I 15•dP CROWA.O]fEEi PER fODi r,NYzasa 1'YS,US mnxaD fO2O1 WeeA4 LDuvs- axli e'$AMTARY SEVER I - iql COIWACnd SEE ePEWL PPO't15,ON5 1 � STA ta.n n,v.E,Fv-Hoer MH#15 STA.16+88 R5 I GRAVEL PHASE 1 A•• 4:j �' SHA.142+88 _ 4:1 ASPN T r w -------------�k�--_______N STA 0+00 TO 24+87 --- N1°�`- •-- (TYPICAL SECTION DETAIL) ------------ ---------CAVPBEtt- �- Is W " y MEAN m E eDAD s°c— z,' zi— ar as 'b; � 3 oETAP. PHASE A PHASE I DETAIL ar s t ao (GRAVEL) "� -b PHASE II DETAIL MH#11 (PAVED) STA. 9+88 `yP E'iT nAnd fi� Q`, sr,,ta�EzsTRw ASPHALT ttts AND Td,xAOE � ,e•uv NOTE: PA x.n BORROW EXCAVATION MAYBE OBTAINED FROM RECLAMATION Ads OF LOT 2 OF BLOCK 2 AREA e tlP 'y ie. REMOVAL & DISPOSAL OF PAVEMENT cdwK,aR o ASPHALT & NORMAL GRADING \ PHASE II TO 29+76.89 a ortA:,wi°H�v WITHIN HORIZONTAL & VERTICAL (TYPICAL SECTION DETAIL) STA 24+87 AS ACCEPTED BY ENGINEER. ,Yb SEE MPW 02230 R° Ads 26' WIDE ROAD SURFACE GRAVEL PHASE I STA 0+00 TO 24+87 (SEE SECTION DETAIL) ' 4 A ,r dP EocE ar PAVEMENT ,a .,1�� u.s.NidwAY io 8 Ew,E v PAIWEN \ _ �0 sPRrc+GNKL RDAD ' �`� - N�Py NAG ,00 rc ,r PN su-SW00 C(I/ PN Et- 2. �tAII Riiy /T CYP CC R I I N �II.a b= rc PNEUV_is..°s1 's ' SCALE = N _ao.as it °---2 PLAN: 1"=100' [I2 R cs " PROFILE: M1 & 8 m Y . E g VERT 1'=10' , 6 ? a .. HORIZ, 1 =100' -I :Do e_ -L_ __ L m PN sin-z1 Do Y i .PN 3 _ . PY STA.IIN N EEEv-N1600 � ..AD.s.A.,s.. t00 o i; 115% J - - - ___ � zIW 6 Cppi yy E PM STA..HSD 20 ° K -I.ee r Ot EMYAl11etENT---1 f - ) b G 5- Y ' - .zm - aot_ ^ f .1.GRADE(GRAVEL _ __ t _ ... Ioar a ....% 5oR _ '.g .. ............. ........ .... R�EMBNMYENi iN1:. ♦140 _.. wF _ 21+00 xea00 xS.00 aD.Do NOO,S ,5 ... .. .. AS CONSTRUCTED 6 92 s = =a GASTON ENGINEERING & SURVEYING 4— ;. ., ......_ ......... ......... :... . BOZEMAN & BUTTE, MONTANA A,.T. woo x.ao E.Do e.oD e.00 io.ao ixaao i1+ao ie.oD +e+m zoaoo n.ao WALKER PROPERTY SUBDIVISION ROAD & SEWER DESIGN ROAD & SEWER CAMPBELL ROAD pN.Tk,y * 9 DRAWN BY: RCH ROAD & SEWER PROFILE DATE 10/1/91 01 GERALD M.'• CHECKED BY: 4, GASTON ._¢� APPROPED BY: STATION: 0+00 To 29+76.89 REVISED 6/4 992 R 3594E C' fS. SCALE 1=100' PROJECT# 91-510 DWG.# PROFILEI SHEET 2 OF 5 5 air 0 2eMgE ROM t 3Ai e'SEWER ARNCE 2a"MDE Rp.1D �! i te'WIOf ROM 4 �.�9D SiJB INv. SORF�CE ���^^^ SOREME � ,,.a,P ,� Y �---y � NORTH 19TH CROSSROAD b n, = 40'30'59' N� � / Its ze.e1 2e•amc ROM pOp R = 309.58 �+' 2 xM1NOlE LONSla11CTED a•ARCR ARwcE U7 'E� .3`a _4tpa L = 218.92 0 A+2,o o,INer oRHERs SEE Pc..a s STA I sD�Wm smwcc s,uazwv,MDO.Al e•ztos•,]' f de °>0 #_Fly. •"`� ________ Inv. Ieo9.es I �\ ttAO L. ISA16'SE Sale r �___ ___� M �'t i -GIBSOfTgZfVE-- MH#i l iaai.wes s,ue wv. _ 1-27 MH#12 ROAD ti EO r E•ur.m 'DELVEe? N 5-e' EW>:R se sance .� 8 R✓p sne I' - m ix.,e1• siue e�s aER sERNCE KEAN DRIVE 000 2'�j 4`�98 9,q bo9.oz ROAD SECTION DETAIL PHASE 1 GIBBON DRIVE REEVES ROAD WEST o• ROAD SECTION DETAIL ROAD SECTION DETAIL 6 � PHASE I PHASE 11 SCALE: PLAN: 1"=100' SCALE: 2— PROFILE: RN EEEv_Imo,00 PLAN: 1"=100' .HORIZ 1=100' SCALE: q R ea.e PROFILE: F VERT. i"=10' o ? PLAN: 1"=100' _ �W HORIZ. 1=100' = PROFILE: § VERT. 1"=10' = y HORIZ. 1=100' d€ n e „ VERT. 1"=10' tl� d9 • ' 6 < ER � � a E E795TN0 0R00N0 « G „ @ $ ^ d d t o a .. Flxm,rnOE n A ..F.... ... .... PROP g G •�a /- FlNK,fROOND Z y OSED FlNISHM _ a ' / I. moon cEEv-hors _ 6 1 E 1FlNISH a+axD 3' •gY .. ..W NO MIX)ND „ ..`t 'e'D 0 .evR IW - G Ensnnc waxo G i -_-- boo SOJ Ae00�'iP a Ii; i a•xS W.... gR_-_-_ -! __-- __ '9 _0_-__E -.__ PC% 5G. G ...._. ! so_RP_V.]C O __ By oMR-ASf' OE _p1 Q120 _s _ _—1 e2[F sweEA 10x'.P. Y- O AOPE.,2R SDR b $ RS - og + iRNaE eEiriN sure - qS � . Y g rRg, g WW -- 2.00 — HOp 6+00 ,wo 2,30 ].00 a.ao a.ao 0.. 2.00 NOD SEWER & ROAD SEWER & ROAD KEAN DRIVE SEWER & ROAD GIBBON ROAD REEVES ROAD WEST AS CONSTRUCTED 6/92 GASTON ENGINEERING & SURVEYING BOZEMAN & BUTTE, MONTANA WALKER PROPERTY SUBDIVISION ROAD & SEWER DESIGN tiDRAWN BY: RCH ROAD & SEWER PROFILE701� DATE to/t/9t n aCHECKED BY: srnnoN: o+oo To 5+a2.o1 clesoN DRIVE ON STATION: 0+00 TO 4+27.28 KEAN DRIVEREVISED z/a/92 , APPROPED BY: STATION: 0+00 TO 4+24.45 REEVES RD wEST 6/4/92 PROJECT# 91-510 SCALE 1=100' SHEET 3 OF 5 DWG.#PROFlLE2 Q cy C P ❑ `I 4 d (Y EXISTING SANITARY SEWER.PIN //��-J 0'PVC (� I eM.f 6'SCVEP W SIA. A61-STUB t � A'IORX WAIN 4+00 MH#1 o 3+00 N 00 Zsn C>,/ 7. INSTALL SI OR 1AIN IN[nznwc 1+00 Z.00 38.OS 54,E b0»k' 6a0 aa------- +B--------, tT 46 SANITARY Sf UA WNN F ENTERPRI RD. 'S' \ 399.60 M #18 1 N o ob_______I_D ----,- +,DD 9 2+ 2.77 o y N885749E--w RD. y#9 s $ ---N5P•P`2-KE �JE � vn`A�'T , N ' 2 .77 ` S23'38'4� 1NS EXISil G SMNlT ARY -SE Vti j5 vER 1 SE 1 {� 50.00 tN MA STA.Bi B S1UB iN,.A610.60 SEVER ' 1B'GM B'AWER 2 $FR.O 10 I A O 111 �d N m A � ENTERPRISE ROAD o ROAD SECTION DETAIL u� PHASE II w`A 1x b SCALE: SCALE: PLAN: 1"=100' PLAN: 1°=100' PROFILE: PROFILE: HORIZ. 1=100' HORIZ. 1=100' VERT. 1=10' VERT, 1=10' dR as ;gym - d< 4625 - _- COW—ro u-0 ARDBN '.. NEW.ANH a xI A S WIN = __ «e 4625_. _ _ _.... ___ _ - PRON+DEAaco __ ADPE-0.M ,�WAB1 3S a 4615 . _ NOT "-__` 5'MIN COVEW $an S TOR SEWER.AIH PROVE - 4615 .9_. _.__ .. - SEE ST. P 11 maA CAYPBfll ._ MADE TO PRDMOE ROAD TO w—REEAS ROAD a sS a a S G o p 3 WST SHEET A Ors : `w.BURY i aIw sort iN nvc TO U,e, "ONa34 0+00 2+00 L _�� ROAD PR❑FILE 4595 $� a _. o ENTERPRISE R❑AD 2+00 4+00 6+00 8+00 i" SEWER PR❑FILE FROM CAMPBELL ROAD TO INTERSECTI❑N REEVES ROAD WEST AS CONSTRUCTED 6/92 GAST ON ENGINEERING & SURVEYING BOZEMAN & BUTTE, MONTANA WALKER PROPERTY SUBDIVISION ROAD & SEWER DESIGN �pt[Tq�q DRAWN BY: RICH ROAD & SEWER PROFILE DATE 10/1/91 O Gf:z;..:, a CHECKED BY: STATION- 0+00 TO 9+51.53 1/7 92 zTL isy«" APPROPED BY: STATION- o+oo TO 2+92.n REVISED 6/a 9i2 �JqE"Sr. 2 PROJECT# 91-510 a SCALE 1=100' DWGA PROFILE3 SHEET 4 OF 5 36-3/8" LIFT STATION DETAILS VALVE PIT DETAILS EXISTING GROUND INFLUENT PIPE (8" D.I.P.) -� CL 52 5'-2' 1LT�1 i DISCHARGE PIPE — PIPES TO VALVE PIT STANDARD ' MANHOLE \ I / NOTE: 4" GATE CONTRACTOR TO MOUND VALVE 4" FLANGED COUPLING AROUND NEW MANHOLE - - -- ADAPTOR 3:1 SLOPE MIN. 4' LEVER ADJUSTING RINGS 2"" OR 4" CHECK VALVE 4" FORCE 3' MAIN DIP LIFT STATION CLS2 PIPING ENDS ECCENTRIC TOP VIEW � HEIGHT IS CONE STANDARD 1.PIPE SUPPORTS TO BE HEAVY (COVER) DUTY PIPE CLAMPS WITH CONCRETE 4" PVC FORCE MAIN PLACE W DIA. 4' HIGH GROUT WATER PIPE SUPPORTS AUDIO & VISUAL FASTENERS &EXTENSION ROD PROVIDE TRANSITION CONTROL TREATED WOOD POSTS AROUND TIGHT LINK SEAL ALARM CONTROL PANEL AT 120'-240' 2.WELL IS TO BE WATER-TIGHT ELEV.=4606.5 CAST IN PLACE -360' ON A CIRCLE 3' FROM 3.THRUST BLOCKING AT ALL (TYP. BOTH SIDES) CLAMP TO 8" SDR 35 PANEL. NOTE: 4" DIA SCREENED BENDS SLAKE MDL NO.L-866 SIDE OF MANHOLE SS OUT POWER SUPPLY & METER VENT 4.ALL CABELS SHALL BE BURIED FLOOR DRAIN W/ TRAP BY MPC LOCATE WITHIN NEMA 3 CONTROL 30" BELOW FINISH GRADE. 6' GRAVEL &BACKWATER VALVE OR 10'-15' OF CONTROL BOX, DEAD FRONT SLAB REINFORCEMENT ?4 BAR MANHOLE FLOOR — — — — — BOX AND DISCONNECT BASE 4605.0 APPROVED EQUAL. SWITCH AT B" O.C. BOTH WAYS 2-1)2- CONDUIT 6" MIN. THICKNESS W DRAIN TO PROFILE RIM ELEV. ON CONCRETE LID. WET WELL W BUSHING =4611.5 64" x 6" BASE / SCALE:NTS T I'T ---r -- MONOLITHICALLY COMBINE - -� ° SLOPf CONE SECTION & BASE WITH TIT—Iiii--�� ° __ -� �_ CHANNEL - �= - LIFT - - (SEE PW SPEC 02722) MANHOLE # 10 - - -i 1 I- _ _ CHAIN STANDARD i l l li i1 I� FLOOR MANHOLE iu„ 10/3W/GRD 2" GALVANIZED PIPE DRAIN TYPE OF CABLE W/TWO INTERMEDIATE SUPPORTS.5-N14 &l2) 12/3 5' W17THH GROUND TYPE OF CABLES CABLE &FLOAT RACK DRAWING SHOWS ONLY ONE O 45' BEND P R CABLES DISCHARGE PIPE HOWEVER, 4 T PUMPS TWO ARE REQUIRED. GUIDE RAILS-1" (ONE FOR EACH PIPE) GALVANIZED RED —90' BEND TRUE 'Y' OR ELBOW(CONTRACTOR'S OPTION) PIPE (1EACH) —_ SPOOLS SPOOLS GATE 390 LF 4" PVC CL 160 4" DIP VALVES SDR 26 FORCE MAIN CABLES ARE TO BE CL52 FIXED AS TO PREVENT TANGLING AND LOCATED AWAY FROM TURBULENCE - 4 O -CONTRACTOR TO PROVIDE OF INVERT. CONTRACTOR TO PROVIDE 45'BEND TRANSITION FROM 4" DIP WATER TIGHT FLEXIBLE TO 4" PVC 3' OUT SIDE JOINT CAST IN PLACE VALVE PIT WITH WATER STOP LEVER. CHECK FLANGED COUPLING 1" DRAIN TO VALVE ADAPTER 14.71' WET WELL (TYP 2 PLACES) PLAN SCALE:NTS USE WATER STOP SEALER AT JOINTS W/ RUBBER 0 RINGS G.W.L. 4" D1P ASSEMBLY & FRAME ELEV.=4607.7 CL CONTRACTOR TO PROVIDE _TRASH - TRANSITION COUPLING FROM 0 LIFT HASKE' P.V.C. TO D.I.P. I— 5. CHAIN PIPE SUPPORTS TWO PLACES a r TO PREVENT VIBRATION UPPER RAIL____/ GUIDES INV.=4600.24 GUIDE RAILS L GUIDE RAILS-1' "DG 24 GALVANIZED RED 1" STD. GALV. PIPE STq PIPE � H 8" D.LP. - G PUM_ oN 4599.74 7" •: GERALD M. CL 52 CONTRACTOR TO PROVIDE I 1:1 SLOPE I vI, �¢ WATER TIGHT FLEXIBLE 3594E 3594E t JOINT CAST IN PLACE ��G PUMP oe - !`cs W/ WATER STOP 3.45 4599.24 S _q.. n #8 AT 18" O.C. DOWEL I L TO FLOOR SLAB L 9,34 12" AS CONSTRUCTEDC /92 LIFT 4596.79 B" DIA SEWER PIPE CHAIN T STAINLESS STEEL GASTON ENGINEERING & SURVEYING STRAINER BASKET n 12"W/ #4 REBAR ON 2 X 2 OPENINGS + CENTERS EACH WAY HOLDING BRACKET BOZEMAN & BUTTE, MONTANA J_ AND RAIL GUIDE CIE � Q 6'-0" DETAILS FOR LIFT STATION 0 0 MIN. 6" GRAVEL CIQ)'�D o o BASE DUPLEX SUBMERSIBLE PUMP DISCONNECT TRASH BASKET DETAIL DRAWN BY: RCH DATE 10/4/91 SEWAGE PUMPS PROFILE. FLANGES (2 EACH) APPROPED BY:CHECKED BY: FOR: WALKER PROPERTIES SCALE:NTS REVISED 2/3/92 SCALE:NTS ' SCALE NTS PROJECTS TSTA SHEET 5 OF 5 DWG/ LIFTSTA