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HomeMy WebLinkAboutLaurel Glen Subdivsion Phase 1 Lift Station and Force Main LAUREL GLEN SUBDIVISION e PHASE I FT STATION AND SANITARY SEWER FORCE MAIN LOCATED IN THE CITY OF BOZEMAN GALLATIN C,OlUNTY' MONTANA JANUARY 2003 W �o xw VICINITY MAP a i • -' .'J F. BANTER LANE I-, LIFT STATION ATI'ON AND SANITARY H SEWER FORCE MAIN SHEET INDEX 9 ! SHEET NO. DESCRIPTION Q LAUItEL GLEN SUBDIVISION W F1 SANITARY SEWER FORCE MAIN LAYOUT PLAN °I a '• ouesroN � aru -�--- �r�l. { F2 SANITARY SEWER FORCE MAIN— STA. 0+00 TO 8+75 a i F3 SANITARY SEWER FORCE MAIN— STA. 8+75 TO 17+75 a ,� F4 SANITARY SEWER FORCE MAIN— STA. 17+75 TO 26+25 F5 SANITARY SEWER FORCE MAIN— STA. 26+25 TO 35+25 F..I y Y FB SANITARY SEWER FORCE MAIN— STA. 35+25 TO 44+25 --I 9 Bd�ZE�AN ti ornr I r i E F7 SANITARY SEWER FORCE MAIN— STA. 44+25 TO 52+54 A p @ - i �•c':* /It.�'.I' t� F8 SANITARY SEWER FORCE MAIN— DETAILS F9 LIFT STATION SITE GRADING PLAN F10 LIFT STATION DETAILS N I F11 LIFT STATION DETAILS $ • I•� E1 LIFT STATION DETAILS rvurraE tnrve :. e.`.:.• _..�.-.— --. - ._„ •• - _. E2 LIFT STATION DETAILS i •• •s iv;<7 t' 3 • a '. _.. ,_ ;:.,.. w a a w 5 w t o z � Irt Civil Engineering 32 DISCOVERY DRIVE � •`"�� Land Surveying BozEMAN,MT s9718 Y g PHONE(406) 582-0221 ALLIED Geotechnical Engineering FAX(406) 582-5770 ENGINEERING SERVICES, INC. PROJECT ENGINEER AND MANAGER: CHRIS G. BUDESKI,P.E. DESIGN ENGINEERS: CHRIS G. BUDESKI,P.E. &JOSH J.McGIBBON,E.I. NTq DRAFTING: GREGORY B.HALL UU4E5k�U _tL25'PE �tCENSQC \ OAK STREIT —LIFT STATION CROSSBOWCOURTSAXON WAY EAST SFIEET F2 N BROADSWORD WAY (z, F� W W uD SHERWOOD WAY SHEET S7 GLENELLEN DRIVE .r q ------------------- PHASE BOUNDARY a x a �a GLENELLEN DRIVE 0 Q I p I � I p ANNIE S'1 RI"ET a ANNIE STREET W O C� W �1 I o w LEGEND IMMANUEL WAY FORCE MAIN ® AIR RELEASE MANHOLE GAIL DRIVI, I FM FORCE MAIN I Iw 17 I 1 7' I I � GLENWOOD DRIVE I X. GLENWOOD DRIVE ; I 1 I W I W I I -P; I WF SHADOWGLEN llRiVf BROOKSIDE LANE I I _®------- DU12S'I'ONI20AD SHEET F5 SFIEET F6 SFIF,FT F7 [NO. REVISIONS DRAWN BY DATE 0 300 600 900 NTq PROJECT 1 2002 I-IF,L^'T N L �F 71f�1f lL f 1f 1G N S"7 B )IV iC TON � Ej I Lan Eri lneerlri DATE: RALL.D 2.C`]IJJL LI �`vl�!Lr1�.L�Y f.y lJ,l 1J1 Y 1�.�J1 l�l` ���� ZZL 'i �' g 32lliSCOVF,RYURIVE �°* ants c,i 1 * SANITARY � 'EWER I .o i , 7}�7 I 7 7 PLAN }�� r . )•..anC{Surveying BOLGMAN,MT 59718 FM-OVERALLDWG JL�� UI� - SCALE. 1 INCH - 600 FEET L�Soe's�yi l A I ARYEWER FORCE MA,1A\y LAYOUT .0 LL-'ilAV �7 �7�71 �i00teC�lrileal Ettglneerlrig FHONE(406)582-0221 OVERALL SI-1E,T I OF I3 No.10821 FE �7 7� ALLIED 1J FAX(406)582-5770 -LAUREL GLEN PROJECT ENGINEER: CGB DRAWN BY: GBH 11 ,co 130ZEMAN, MON T.f�NA I�;?JGINP;ERING Structural Engineering FORCE MAIN OVERALL DESIGNED BY: CGB REVIEWED BY: CGB A ic:r.s.iHc. Ili — `��� L ��.{ \\ LIFT STATION N 8" DI CLASS 51 (FROM LIFT STATION). CONNECT WITH 8" 01 90' BEND TO 8" SDR 26 PVC FORCE MAIN AT STA. 0+00, 0+00 8" DI GATE VALVE STA 8+50 JJ 8" SDR 26 PVC SANITARY SEWER FORCE MAIN 8" DI 11.25'BEND, MJSTA. 7+43.70 -FUTURE PHASE SANITARY SFWER FUTURE PHASE WATER MAIN 24' 0 0. 0 11, 21' 2 4'1 1 19, 32 0 0 11, IILAUREL PARKWAY I SAXON WAY 11' c� 0 0 1 0 \-FUTURE PHASE PHASE - -------- ................... WATER MAIN 8" WATER MAIN 32' 24'1 8" DI GATE VALVE 8" SDR 26 PVC SANITARY SEWER FORCE MAIN STA 3+50 8" DI 90' BEND, MJ W/ MJR 3" DI 90' BEND, MJ W/ MJR_ 4­00 STA, 0+70.71 STA, 3+51.08 FUTURE PHASE WATER MAIN (TYP)- FUiuHt PHASE WATER SERVICE (TYP) MATCEMINE NOTES 1. ALL 90' BENDS IN PIPE SHALL BE MADE BY JOINING TWO 45' BENDS PLAN VIEVV SANITARY SEWER FORCE MAIN TOGETHER OR ONE LONG RADIUS 90*BEND. ALL BENDS SHALL BE RESTRAINED AND THRUST BLOCKING INSTALLED PER COB STANDARDS. ALL JOINTS MUST BE RESTAINED WITHIN 40' OF ALL FITTINGS. 2. MAINTAIN INVERT ELEVATIONS AS SHOWN TO PREVENT HIGHPOINTS IN LINE. FORCE MAIN TO FLOW UPGRADIENT TO SOUTH. 3 PIPE DEFLECTION SHALL NOT EXCEED 5' PER JOINT. 4 GATE VALVE BOX SHALL BE SET TO FINISH GRADE WITH THE WORD SEWER" ON LID, 4755.0 4755.0 z 4750.0 0 4750.0 < z xi rn M c� 4745.0 4745.0 Zo F + 4740.0 1015 z < w > + w m < 11 4740.0 Z + 0 w C3 b- 0 Of I I + 4735.0 0-C'I b x 4735.0 FL 4 o 0 E5 Z z E5 x > 4730.0 ❑ 0 110 V)2� 4730.0 z FINISHED PAVED 4725.0 ROAD SURFACE 4725.0 4720.0 --------- T N. COVER 4720.0 4715.0_ EXISTING GROUND-' 4715.0 8" WATER=� 875 LF OF B" SDR 26 PVC SANITARY SEWER FORCE MAIN 4710.0 ER.M�AII�N 4710.0 8" WATER MAIN 8" SEWER MAIN 18" MIN. SEPARATION 4705.0 18., MIN �_(FUTURE) 4705.0 SEPARATION 18 1. MIN. Y SEPARATION 4700.0 4700.0 co 00 N N co O N N O N V N T rj 6 �2 4 i Ui 6 6't 6 od'o C6 d cd 17 1 i7 `!z I �z I Fz F 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 q 0 q q q q 0 0 0 0 0 q p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 a vi U) 0 0 PROFILE VIEW — SANITARY SEWER FORCE MAIN NO. RI V11,10NIS DRAWN BY DA IF HORI/0NIA1 SCALE VERTICAL SCALE NTA PROJECT #: 00-185 SEIEET �io 60 0 10 20 LAURELGLEN SUBDIVISION - PHASE I Civil Engineering 32 DISCOVERY DRIVE DATE: 10/2002 IIIIII * 0 / I ZZL BOZEMAN,MF59718 S-FORCEMAIN F2ol, 13 SCAT I V1 RIFICATION BAR EQUALS 1 INCHtOBz5 SANYI.AIRY SEWER FORCE MAIN - STA. 0+00 TO 8+75 Land Surveying PIIONE(406)582-0221 OVERALL SHEET' 2 OF 13 ALLIED Ge.tech.ical Engineering PI,OJECT ENGINEER: CGB DRAWN BY: GBH FAX(406)582-5770 sc< 130ZEMAN,MONTANA I�,NGINEE"RJN(3 LAUREL GLEN DESIGNED BY: CGB REVIEWED BY: COB A r­­­­ S-FORCEMAIN rLCIO F. ,ae STORM SEWER I II I 8" SEWER MAIN 2" THICK X 4' WIDE X 16' LONG --\ / HIGH LOAD INSULATION 2" THICK X 4' WIDE X 16' LONG Al HIGH LOAD INSULATION 1 8" DI GATE VALVE >- 8 SDR 26 PVC SANITARY SEWER FORCE MAIN STA 13+50 �� �-a 2" THICK X 4' WID X 16' LONG / � HIGH LOA 8" WATER MAIN -� �J -., __, ROW _ _ — 8" WATER MAIN a CFI w 'N O p p l O O O p O O O 00 O O O O O J O O O �15" STORM SEWER 32 ` LAUREL PARKWAY �15" STORM SEWER `-8" WATER MAIN ROW._ ..--J � w z j\ U -- --y NOES PLAN VIEW- SANITARY SEWER FORCE MAIN 1, ALL 90' BENDS IN PIPE SHALL BE MADE BY JOINING TWO 45' BENDS .CV1�Y Y TOGETHER OR ONE LONG RADIUS 90' BEND. ALL BENDS SHALL BE RESTRAINED AND THRUST BLOCKING INSTALLED PER COB STANDARDS, ALL JOINTS MUST BE RESTAINED WITHIN 40' OF ALL FITTINGS. 2. MAINTAIN INVERT ELEVATIONS AS SHOWN TO PREVENT HIGHPOINTS IN LINE. FORCE MAIN TO FLOW UPGRADIENT TO SOUTH, 3. PIPE DEFLECTION SHALL NOT EXCEED 5'PER JOINT. 4. GATE VALVE BOX SHALL BE SET TO FINISH GRADE WITH THE WORD "SEWER" ON LID. 4760.0 4760.0 4755.0 4755.0 n 4750.0 J M 4750.0 > n w voi a 4745.0 ~+ Q 4745.0 0'�I- o d w 4740.0 4740.0 c0`)z 21" STORM MAIN 15" STORM MAIN 18" MIN. 18" MIN. 4735.0 4735.0 SEPARATION —SEPARATION - 5" STORM MAIN FINISHED PAVED — — — — — — — — — 4730.0 18" MIN, ROAD SURFACE 4730.0 SEPARATION _ _ _ — — — �-- -- EXISTING GROUND 6.5' MIN. COVER — — 4725.0 4725.0 �-- 900 LF OF 8" SDR 26 PVC SANITARY SEWER FORCE MAIN 4720.0 4720.0 B" WATER MAIN PLACE S THICK, 4' WIDE X 16 PLACE S THICK, 4' WIDE X 16' 18" MIN.' LONG INSULATATION OVER AlLONG INNTERED IAT OVER FORCE PLACE 2" THICK, 4' WIDE X 16' iQ SEPARATION FORCE MAIN CENTERED AT MAIN CENTERED AT STA. 15+56 4715.0 4715.0 LONG INSULATATION OVER FORCE STA. 14+60 8" WATER MAIN \\\ MAIN CENTERED AT STA. 10+62. 8" SEWER MAIN 18" MIN.- \ EPAARRATION MIN. 4710.0 4710.0 SEPARATION Ui .�- w ON J W d' O M N M M c9 M N M n 1'r� I'� �- N m .�-N O IXJ r]r to r`i M W r U1 N M N r1 N 0 M G M N M N M N N N^ N IN M N N N rl ,6 a0 O,N N N N N N I N M n n n n� dn'v dn'ry d a d' �0 O _ O O O O O O O O O O O O p O O O O O O O O O 00 O O O O 00 M p ,� O V1 + n o o o voi + �+ o + � + + + + + n r� + rn + o o ± ± N c+i rn n PROFILE VIEW e SANITARY SEWER FORCE MAIN PROJECT #: 00-185 SHEET NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE pNT ,y , 1 I DATE: 10/2002 1 REVISED PER CITY REVIEW CGB 2 25 03 0 30 60 0 10 20 LAUREL L GLEN N SUBDIVISION e PHASE I / ,� Civil Engineering 32 DISCOVERY DRIVE ��U�� 1� �� * aM.c * .��j SEWER '{-1 /� �/� }� q �7 q L"'a Land Surveyingf30LEMAN,M'1'S971g S-FORCEMAIN 1 SCALE VERIFICATIONS BAR EQUALS 1 INCH f e1062g� SANITARY I��ARY SE�° ER FORCE MAIN° - STA' 8+/5 TO 1/+/� FAXPHONE (40(406)597 0221 (�V RALL SHEET 3 OF' 13 - N.mersvc ALLIED GeotechnicalEngineering EAx�4os)saz-s77o LAUIZEI,GLEI*1 - PROJECT ENGINEER: CGB DRAWN BY: GBH c sco ` BO�EMAN,MON1E1A�Y�, ENGINEERING .S-I'URCIiNIAI1�T DESIGNED BY: CGB REVIEWED BY: CGB NAL seavices,ir�c. H 4d II II - - � -_-__- � I � -8' SEWER MAIN 8" DI GATE VALVE 8" DI 11.25'BEND, MJ STA 18+60 STA. 19+87.598" D STA.I1--8+52 J ... <Y W w 1 8' SDR 26 PVC SANITARY I H, ;I �X SEWER FORCE MAIN I � I rrfd I II U STA 23+50 VALVE STA.1 BEND, MJ 24+75.1 ' o .,_8" WATER MAIN O N - --.---__-------� I. o w ----__---_-- - o 0 8" WATER MAIN o a 10 \--8" WATER MAIN Q v N I --- ------- LAUREL PARKWAY 8" WATER MAIN 06 ---- I NOTES PLAN VIEW- SANITARY AIRY SEWER FORCE MAIN 1. ALL 90' BENDS IN PIPE SHALL MADE BY JOINING TWO 45' BENDS TOGETHER OR ONE LONG RADIUS 90'BEND. ALL BENDS SHALL BE RESTRAINED AND THRUST BLOCKING INSTALLED PER COB STANDARDS. ALL JOINTS MUST BE RESTAINED WITHIN 40' OF ALL FITTINGS, 2. MAINTAIN INVERT ELEVATIONS AS SHOWN TO PREVENT HIGHPOINTS IN LINE. FORCE MAIN TO FLOW UPGRADIENT TO SOUTH, 3. PIPE DEFLECTION SHALL NOT EXCEED 5' PER JOINT, 4. GATE VALVE BOX SHALL BE SET TO FINISH GRADE WITH THE WORD "SEWER" ON LID. 4770.0 4770.0 4765.0 o m 4765.0 m M m 4760.0 4' o o N z "� ¢ "� no- 4760.0 O Z W O > M Nn ¢ N m n N m m n W 7 ^+ 4755.0 �0w ink N+ �M II oN� 4755.0 ¢+ II + II _-mF Nr ¢� r 4750.0 3w, -M,W �¢� o~z gym? 4750.0 F> Q> W N Z �Nz aONZ 4745.0 _ - 4745.0 4740.0 EXISTING GROUND - - - - - - -- - - - 4740.0 4735.0 -" - ----------- -- 4735.0 FINISHED PAVED_ 6.5' MIN. CC VER 4730.0 ROAD SURFACE 4730.0 �- 900 LF OF 8" SDR 26 PVC SANITARY SEWER FORCE MAIN / 8° WATER MAIN 4725.0 8" WATER MAIN)/ 18" MIN. 4725.0 18" MIN. SEPARATION 4720.0 8" WATER MAIN 8" SEWER MAIN SEPARATION 18" MIN. -18" MIN. 4720.0 SEPARATION SEPARATION 4715.0 4715.0 W cD O n rn N O) n n n T m n tD 0 O m UJ ifl N CJ r) it n O Or rD m - O�rU O�N of M u7 n n M t0 m f� d' N N uj N N i) f0 cD m 1 O) O 1 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V7 O O O O O O O O O O O O O O O O O O Lo - N N O 4 o O N O ifl O n O O 4 O o N + + .F + + + + + + + + + + + + + + + + + n n m m D7 m O O N N M M d' sY n 10 O N N N N N N N N N N N N N N PROFILE VIEW e SANITARY SEWER FORCE MAIN NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE ('1r '['�7 7��[]�7� 7 PROJECT #; 00-185 0 30 60 0 10 20 NTAry GJL�L�AV` SUBDIVISION - .0 ll PHASE d 12- ilIIEE"I -- �� LAUREL � � /L C1VIl Eriglrieerlrig 32 DISCOVERY U121VF: DATE: 10/2002 ��OF13 *, BUfl ski-% I II, ,TA, 17+25 'T';O 26+25 `- BOZEMAN,MC-0221 S-FORCEMAIN10825 ��(T r r� {' "��{/[ 7) [ 7? }� }�7Land Surveying 11oNE(ao6)58z-ozzl OVERALL SHEET h OF 13 SCALE VERIFICATION-BAR EQUALS 1 INCH � � SANITARY A:LR� f.��V'�'1.�1\ I`���JL'e 1V'llA�A� STA,--- °,oa25PE ALLIED Geotechnical Engineering FAX(406)582-577o LAUREL GLEN - - -- PROJECT ENGINEER. CGB DRAWN BY. GBH �,� BOZE�IAN,I'4ONTANA ENGINEERING - -- - DESIGNED BY: CGB REVIEWED BY: CCB A serxvicEs,- S-FORCEMAIN 26 00 N SI[I I:T F4 MATCI-ILINE tIIETF5 --- _�.. -- ROW 8' DI GATE VALVE EDGE OF PAVEMENT 8" DI GATE VALVE -l STA 33+50 45' STA 28+50 !--12° WATER MAIN �T'�7 T7] 1\7 7� O N O D�VRSTO{y ROAD N W A N O O O O O O p O O -8" SDR 26 PVC SANITARY SEWER FORCE MAIN MH# FM1 AIR RELEASE MANHOLE STA. 30+50 RIM ELEV. = 4750.50 8" DI 90' BEND, MJ W/ MJR '� E� STA, 26+92.50 W W i W a U F-� NOTES PLAN VIEW_ SANITARY SEWER . FORCE MAIN 1. ALL 90' BENDS IN PIPE SHALL BE MADE BY JOINING TWO 45' BENDS TOGETHER OR ONE LONG RADIUS 90'BEND. ALL BENDS SHALL BE RESTRAINED AND THRUST BLOCKING INSTALLED PER COB STANDARDS. ALL JOINTS MUST BE RESTAINED WITHIN 40' OF ALL FITTINGS. 2. MAINTAIN INVERT ELEVATIONS AS SHOWN TO PREVENT HIGHPOINTS IN LINE, FORCE MAIN TO FLOW UPGRADIENT TO SOUTH. 3. PIPE DEFLECTION SHALL NOT EXCEED 5' PER JOINT. 4. GATE VALVE BOX SHALL BE SET TO FINISH GRADE WITH THE WORD "SEWER" ON LID. 4780.0 4780.0 --- 4775.0 4775.0 3 4770.0 Mo MH#FM1 4770.0 -- 60" MANHOLE O z n STA. 30+50 4765.0 4765.0 m a SEE DETAIL < o+II ONI- o 4760.0 4760.0 oa a+II <M II F-Z V,coM °Df^- `dam �a 4755.0 4755.0 pH¢_'�' `b�Z FINISHED PAVED 47500. ROAD SURFACES 4750.0 4745.0 -- - - ./ EXISTING GRUUND-� _ - - - - - - -- - - - - - - 4745.0 4740.0 4735.0 4735.0 900 LF OF 8" SDR 26 PVC SANITARY SEWER FORCE MAIN 4730.0 12 WATER MAIN 4730.0 18" MIN. SEPARATION 4725.0 4725.0 w� t10�) O V IL) N if v) OOi r^i r N UJ M tD r� pMj t00 of .a- n N f `f N O 7O O O O O O O O O p O O O O O O O O O O O O U O O O O O J aOO ahsV J. Onaa'OO 0Isa O N N N O ul O N O N O rf1 U n O Vl O N O v1 O N b + + + + + + + + + + + + N N M M + + + p M M M M M M M M M M N N N N N PROFILE VIEYV- SANITARY SEWER FORCE MAIN HORIZONTAL SCAL VERTICAL SCALE PROJECT y: 00-185 SI-IFL'T N N0. REVISIONS _-- DRAWN BY DATE 0 30 60 0 10 20 T LAUREL r 9�� GLEN � � - PHASE Civil Engineering 32 BOZEMOVERY DRIVE DATE: 10/2002 JL�IV I�\;1:il� 11L-1.11j g g BOLGMAN,MI'59718 S-FORCEMAINCHRI C.. aoo.1 SANITARY SEW 1 R :E'ORCE MAIN - STAB" 26+25 'TO �35+25 Land Surveying PHONE(406)582-0221 /�TT 77 77��++7'� OVERALL SHEET 5 OF 13 ._ SCALE VERIFICATION�BAR EQUALS 1 INCH _ so.10BZSCE , ALLIED Geotecbnical Engineering FAX(406)582-5770 LAUREL GLEN PROJECT ENGINEER:CGB DRAWN BY: GBH �, e� I3OZE�AN MONTANA �G�NI�f RING _ ccxsc ` r. --- __-- -__-- -- DESIGNED BY: CGB REVIEWED BY: CGB D s,wc. ORCEIVIAIN L I ROW 8" DI GATE VALVE -EDGE OF PAVEMENT l l / STA 38+50 � ROW !-12" WATER MAIN 45' 7f J OWD cW0 O DURS 1,ON ROAD A N W A O O O O U O V8" O O O SDR 26 PVC SANITARY 8" DI GATE VALVE k+ CULVERT --CULVERT SEWER FORCE MAIN STA 43+50 ww ww nm � � w w a z x U U F� NOTES; PLAN VIEW- SANITARY SEWER FORCE MAIN 1. ALL 90'BENDS IN PIPE SHALL BE MADE BY JOINING TWO 45'BENDS ---- -- TOGETHER OR ONE LONG RADIUS 90' BEND, ALL BENDS SHALL BE RESTRAINED AND THRUST BLOCKING INSTALLED PER COB STANDARDS. ALL JOINTS MUST BE RESTAINED WITHIN 40' OF ALL FITTINGS. 2. MAINTAIN INVERT ELEVATIONS AS SHOWN TO PREVENT HIGHPOINTS IN LINE. FORCE MAIN TO FLOW UPGRADIENT TO SOUTH. 3. PIPE DEFLECTION SHALL NOT EXCEED 5' PER JOINT. 4. GATE VALVE BOX SHALL BE SET TO FINISH GRADE WITH THE WORD "SEWER" ON LID. 4780.0 4780.0 4775.0 4775.0 0 d. M 4 4770.0 770.0 M J � a > r O 4765.0 N a a+II 4765.0 ¢+co II oar 4760.0 o F v¢~i Z 4760.0 G 4755.0 CULVERT. MAINTAIN 2' MIN. ppN 4755.0 SEPARATION. PLACE 2" THICK, 4'_ WIDE X 16' LONG INSULATATION FINISHED PAVED_ 4750.0 OVER FORCE MAIN. ROAD SURFACE \ -- - - - - -- - - - - - 4750.0 4745.0 // 6.5' MIN. COVER 4745.0 — -- -- -- — — — -- — — — — -- — — -- — — — — — - — — -- — -EXISTING GROUNU J — -- — — — — 4740.0 900 LF OF 8" SOP 26 PVC SANITARY SEWER FORCE MAIN 4740.0 47;35.0 4735.0 CULVERT. MAINTAIN 2' IN 4730.0 SEPARATION. PLACE 2" THICK, 4' WIDE X 16' LONG INSULATATION 4730.0 OVER FORCE MAIN. 4725.0 4725.0 n - m w M o n .. a o n a o n a cow n � mN cow na rnr. nrr a a6 a� a� as av av _ av -- av -�v----- _ - aa ac av _____ as av �a as aw ea �a as 0 o o --- o 0 0 0 0 - o 0 0 0 -- o 0 0 0 0 0 o O 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ N O O O O O O O O CJ O O O O O O O O O N N N O N O N O N O Vl O N O+ 4� O N O O N - + + + + + + + + + + + + + + In+ + + + + N n n o0 O) m O O N N M M a a 7 M M M M M M M M M a a a a a a a a a a PROFILE VIEW- SANITARY SEWER FORCE MAIN N0, REVISIONS DRAWN BY DAI1 L HORIZONTAL SCALE J VFf2TICA.L SCALEcHRT c • LAUREL R•f L `L I� r S BDIVISION - PHASE I // Civil Engineering 32 DISCOVERY DRIVE, DATE: 0/2002PROJECT 85SHEET' 0 30 60 0 10 20 r ., � � U v �y FU -r - r c.:..LL �� N 1 Lr„y1�1 BOZEMAN,MI 59718 S-FORCEMAIN ' �� 1-eyd �<l � � ' j 1 }�� 7�7 �7 (� Land Surve in SCALE VERIFICATIONS BAR k QUALS 1 INCH SA��y I R ,[ lO'RCE MAI - S 1 A, J 5+2 J TO 44�-�� Y g OVERALL SHEL h 6 OF 13 -- "" ALLIED PHONE(40G)582-0221 - -- - - -- PROJECT ENGINEER: CGB DRAWN BY: GBH 1,°Nsc° _ Geotechnical Engineering FAX(406)58D5770 '° ----- -- ---- DESIGNED BY: CGB REVIEWED BY: CGB A -BOZE AN,MONTANA ENGIN�II IN; IAURE.1..GLEN —V -1., — -- 5-F ORCEMAIN- -- -- ww W W N rn u� MH# FM2 STA. 53+20.51 STA. 52+52 ,L EXISTING 60" 8" DI GATE VALVE 48" SEWER MANHOLE SEWER MANHOLE STA 43+50 EDGE OF PAVEMENT ROW - 11 DURSTON ROAD N N / W .p N rn 12" WATER MAIN m In o 0 0 0 0 0 0 0 o O O o w 8" SDR 26 PVC SANITARY + SEWER FORCE MAIN \ o --CULVERT \1 EXISTING 10" SDR in 35 PVC SANITARY- 0011 SEWER STUB =I J W U a -- -----._ -------- - NOTES: 1, ALL 90' BENDS IN PIPE SHALL BE MADE BY JOINING TWO 45' BENDS PLAN VIEW^ SANITARY SEWER FORCE MAIN TOGETHER OR ONE LONG RADIUS 90' BEND. ALL BENDS SHALL BE - _- RESTRAINED AND THRUST BLOCKING INSTALLED PER COB STANDARDS. ALL JOINTS MUST BE RESTAINED WITHIN 40' OF ALL FITTINGS. 2. MAINTAIN INVERT ELEVATIONS AS SHOWN TO PREVENT HIGHPOINTS IN LINE. FORCE MAIN TO FLOW UPGRADIENT TO SOUTH. 3. PIPE DEFLECTION SHALL NOT EXCEED 5'PER JOINT. 4. GATE VALVE BOX SHALL BE SET TO FINISH GRADE WITH THE WORD "SEWER" ON LID. v N � MH FM2 \ NOTES: 48" MANHOLE 1` >o a STA. 52+52 l r VERIFY EXISTING 10" SAN. SWR MAIN INVERT RIM 4755.2 + CULVERT. MAINTAIN 2' MIN. a II ELEVATION PRIOR TO CONSTRUCTION. INV ELEV. 10" INV OUT 4744.49 z N SEPARATION. PLACE 2" THICK, 4' v BASED ON AS-BUILT DRAWNGS. IF DIFFERENT g" INV IN 4744.65 N a WIDE X 16' LONG INSULATATION o i -�� ELEVATION IS FOUND, ADJUST ACCORDINGLY. 4760.0 OVER FORCE MAIN. N z � w Cr 4760.0 FINISHED PAVED 4755.0 4755.0 ROAD SURFACE " — 4750.0 — — -- — — — —� — — — — — — — '— -- — — — — — — -- — — — — — — — `- 1 r6.5' MIN. COVER 4750.0 4745.0 EXISTING GROUND 0 4745.0 5254 LF OF 8" SDR 26 PVC SANITARY SEWER FORCE MAIN 66 LF OF 1NI SDR 4740.0 8° WATER" MMIN 35 PVC SANITARY 4740.0 SEWER STUB SEPARATION (EXISTING) 4735.0 4735.0 4730.0 4730.0 4725.0 4725.0 h d' r d' N "J N V1 N lf1 N In N In N CO �4- i M r� dam' ct t00 i� r U'i O)N � Y N f. v C' tD N / t0 4 tp r O m O N O a O to t0� t0.- Q O N N •-•- � <In vu� vin vin vu� van van van v"� v vu� tln �N vin vu-, van vu� v^ v^ vin 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o Oo In 0 0 0 0 0 0 o O 0 0 0 0 0 0 Ul O O O O O O O O O O N N O u1 O N O O \ N O N + + + + + + + + + + + + + + + + + + + M PROFILE VIEW - SANITARY SEWER FORCE MAIN NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE PROJECT #: 00-185 SHEET 0 30 60 0 10 20 N T Nq 1 I�r ',GLEN SUBDIVISION 7R 77 ION 7�'�7� 7 32 DISCOVERY DRIVE DATE: 10/2002 F7 13 1 REVISED PER CITY REVIEW CGB 3 17 US.,_ �__.. LAUREL ��.1L�r •SV` f:9`v�D:l 1Y:L�.1'1.1�AV PHASE llA�� :L Civil Engineering /O�� - ais°PE 11L ry BOZEMAN,M'r 59718 S-FORCEMAIN ; Land Surve mSC;nII VERIFICATION BAR EQUALS 1 INGH A1�TTARY S Wi R FORCE MAIN e STA, 44+25 T{� 52+54Y g PHONE(406)582-0221 -OVERALLSI-IEET 7 OF 13 -.---- .'oaz ALLIED Geotechnical Engineering FAX(40G)582-577U 8 -.... - I'ROJI.C I I NGIN1 E R CGH UPAWN BY: GBH <, o ` BOZEMAN MONTANA ENGINEERING g g LAUREL GLEN f 1`U —------"-_-" DESIGNII) BY: CGB REVIEWED BY: CGB A 9 9ERVIC ES,INC. s_l,o1zcEMA1N 2' DIA. FROST PROOF MANHOLE COVER (IFCO 773) INLET / \1' OUTLET \ / FINISH GRADE \ NATIVE A B FILL FINISHED VIEW ------ 1 1 2^.T QUICK /— DISCONNECT \ 6" COUPLING INLET 3" LEVELING , SYTROFOAM BRAND HIGH LOAD � I OUTLET SAND INSULATION BY DOW OR APPROVED EQUAL. (MIN. 115 PSI COMPRESSIVE _BACKWASH QUICK STRENGTH RATING). DISCONNECT COUPLING A AIR RELEASE VALVE 2 DETAIL AIL —1/2" OUTLET Ea INSULATION INSTALLATION RUBBER HOSE NOT TO SCALE 8" Z-LOK 8" Z-LOK WITH QUICK GASKETS GASKETS DISCONNECT COULING ON EACH VAL-MATIC MODEL 48BW END SEWAGE AIR RELEASE VALVE _._ 2" INLET, 1/2" OUTLET INLET 8'' SDR OUTLET 26 PVC FORCE MAIN EXPOSED VIEW FRAME AND COVER TO BE EITHER CAIRD NO, 52441, DE OR MCI 305 FRAME, 305A COVER, OR IFCO 772 FRAME,- GROUND 772-B COVER. COVERS SHALL HAVE 1' PICK HOLES. / GROUND SURFACE RIM ELEV. = 4750.50 ADJUSTABLE RINGS, r - --- 2" DIA. PIPE NIPPLE 1' LONG ----- NIBCO 2" BRONZE O BALL VALVE SUPPORT SYSTEMS IN THIS TYPE "A" AREA TO CONFORM TO 2' MIN., 12' MAX, —48" DIA. - TRENCH BACKFILL O.S.H.A. REGULATIONS 2" DIA. PIPE NIPPLE 3" LONG 2" STAINLESS STEEL OUTLET TAPE 18" MAX DETECTABLEINSTALL WARNING DEPTH 12" STEPS `� � � AT 16" O.C. -��--� I _.__-6 SELECT TYPE I BEDDING MATERIAL PLACED IN 6„ SEWAGE AIR RELEASE VALVE, SMITH-BLAIR #372 DOUBLE LAYERS AND COMPACTED AS - _ SEE ENLARGED VIEW FOR DETAIL BOLT STAINLESS STEEL 4"- SPECIFIED IN SECTION 02221, 1"X 1" ALUM. ANGLE SERVICE SADDLE TYPE I PIPE BEDDING PLACED SUPPORT. SECURELY MODEL #372-090514-000 IN 6" MAX. LAYERS AND ATTACH TO MANHOLE - ^ W/2" NPT TAP COMPACTED THOROUGHLY AND AIR VALVE. 8" Z-LOK 8" Z-LOK TYPE 2 PIPE BEDDING GASKET GASKET NOTE -� TRENCH WIDTH=0.D. ��WHERE REQUIRED FOR INLET OUTLET CONTRACTOR TO PROVIDE 30 LF OF 8" SDR OF PIPE PLUS 2' SOFT OR UNSTABLE RUBBER HOSE WITH QUICK DISCONNECT 26 PVC MIN. TRENCH WIDTH=3.5' FOUNDATION " FORCE MAIN 1 COUPLERS PER MANUFACTURERS FORCE MAIN 8 8" FORCE MAIN \ RCOMMENDATIONS. CONTRACTOR TO _ DELIVER HOSE TO PUBLIC WORKS DEPT. SE PIPE SUPPORTS 2' TYPICAL TR J CAL TRL'NCII NOT TO SCALE s 6' COMPACTED _ 6 —\ *SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATION --- BASE MATERIAL -_ TYETAIL P CAL UTILITY TRENCH I DETAIL C.O.B. STD DETAIL NO. 02221-1 1�8 AIR RELEASE MANHOLE NOT TO SCALE PROJECT #: 00-185 SHEET NO. REVISIONS DRAWN BY DATE TA '�i A T YT�'i. IFr!jI }�I SUBDIVISION �- 4 C1V11 Eri lneerin DATE: 10/2002 1 REVISED PER CITY REVIEW COB 2 25 03 JL A lJ 1�\E L✓ �V' � I a v 32 DISCOVERY DRIVE �� 13 NOT TO SCALE Engineering ON * cNeis c. * � SEWER � L EOZEMAN,MT 59718 FM-DETAILS DE I SANITARY S i WER FORCE MAIN - DETAILS Land Surveying PHONE(406)582-0221 OVERALL SHEET 8 OF 13 No.ID 25 PE �7 �� A7 �7 A ALLIED Geotechnical Engineering FAX(406)582-5770 LAUREL GLEN PROJECT ENGINEER: COB DRAWN BY: GBH e sc ' BOZEM�tY dYl Ot`VT��1�A ENGINEERING DESIGNED BY: COB REVIEWED BY: COB c A seavices,wc. FM-DETAILS -15" THICK, V'- 0" ROAD BASE 18" THICK, 4"-0" PIT RUN — — — — — — — — — —4717.50— ------105-—------------— _7 N '--- PROPOSED SEWER EASEMENT LINE -,-.COMPACTED SUBGRADE NOTES: 47�1.4 4�1.44 1, GRAVEL SECTIONS SHALL BE CONSTRUCTED PER MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS) UNLESS OTHERWISE STATED. / (�i f IJ. - 2. SUB-BASE, BASE COURSE & SUBGRADE SHALL BE COMPACTED TO 95% PER ASTM D-698. 20' 27'------- DETAIL GRAVEL DRIVE AND PARKING AREA PAVEMENT SECTION -74720,00 .00—. 4721..80 L _4719.00- 4.?21 j —4 .00— — — — — — -=--74 7 2 1—0 0 =2_0'—- 11 --I'�'' w ­ — 4721.80 GENERATOR I .a�,0 HOUSEKEEPING PAD -- GE NERATOR R:�r 0] LI) 4721.88 4721.88 70 PROPOSED EASEMENT LINE-\ 20' 5' R 4722.00 4721.88 AREA. SEE 4721.88 S GRAVEL DRIVE AND PARKING IN LIFT STATION BUILDING SEACRTKIONGTAHRI SHEET. FINISH FLOOR ELEV. = 4722.00 15' R WET WELL FINISH FLOOR ELEV. 4721.40 24.50' 0 1 44 L 4-121 81\L 471 _4 7 2 0' 72 N =EER=AT.R F2 2:5.5' 30 RIGHT OF WAY (ROW) DRIVEWAY III 5' SIDEWALK (TYP) ................. ---_.................. RESIDENTIAL DRIVEWAY APPROACH PER CURB & GUTTER (TYP) 10" SANITARY SEWER MAIN C.O.B. STD. DWG NO. 02529-10 (REV) 19, EDGE OF PAVEMENT (TYP) SANITARY SEWER MANHOLE #1 11' \-FUTURE PHASE WATER MAIN PHASE 1 10" SANITARY SEWER-\\ 60' ROW SAXON WAY T \-FUTURE PHASE SANITARY SEWER (AND SAXON WAY CENTERLINE) \-B" SDR 26 PVC SANITARY SEWER FORCE MAI ........... ---------- LEGEND 4720.50 SPOT FINISH GRADE ELEVATION —4720.00— FINISH GRADE CONTOUR (INDEX) :5 FINISH GRADE CONTOUR (INTERMEDIATE) PLAN VIEW - SANITARY SEWER LIFT STATION PROJECT SHEET NO REVISIONS DRAWN BY DATE 0 10 20 30 NT LAUREL GLEN SUBDIVISION - PHASE I Civil Engineering 32 DISCOVERY DRIVE DATE: 1/2003 ZZL Land Surveying BOZEMAN,M F 59718 LIFTf9ol, 13 SCALE: I INCH 10 FEET ;zufll LIFT STATION - SITE GRADING PLAN PHONE(406)582-0221 OVERALLSHEET 9 OF 13 1&-10825 PE ALLIED Geotechnical Engineering FAX(406)582-5770 PROJEC f ENGINEER: CGB DRAWN BY: GBH 130ZEMAN,MONTANA NN(dNEERIN LAUREL GLEN Eas A LIFT STATION SITE GRADING7 5 0 0 „ w� I,- 20'-0'-- --- - - ? 2" GREEN VENT 7 6 - 4 3 10 �'- 8 w GORMAN-RUPP 3'X5' DOUBLE --- ---. ACCESS DOOR 28° `'/ WINCH STAND (PER COB STD.) � WINDOW \^ 12 3 2%SLOPE (TYP) -- --- v RIM ELEV, = 4720.90 FEET _ HYDROMATIC ------------- GRATED FLOOR DRAIN -CONTROL/CABLE HOUSEKEEPING PAD, SEE DETAIL 3/111 W/ TRAP AS REDID BY UPC pg MOUNTING BRACKET U Z F CO NECT CABLE TO -JUNCTION BOX GENERATOR N J w 4'-0'� MAINTAIN 6. COVER CONTROL PANEL AS REO'D MIN, R BY MANUFACTURER >w -0" - 1 CONTROL/POWER CABLES TO <N w -- 1 - - GUIDE RAILS JUNCTION BOX (SEE ELECTRICAL U v SHEETS FOR CONTINUATION) 4" PVC DRAIN -/ S = 1% 1" PVC SLEEVE LIFTING CABLE o /�--__....._.._...__ 10'-0°------ - 6" DI DISCHARGE LINE- ROOF LINE- 20'-0" 8" DI 90' BEND SUBMERSIBLE LEVEL Mil W/ MEGALUGS TRANSDUCER -PUMP CONTROL 8 1J 2 6 O 6 \\ ,I /-GROUT TO SEAL (TYP.) _....................5' IN ... ... _ BRANCH CIRCUIT PANEL - 5 I.E. = 4707.80 - - HIGH WATER ALARM 1;11 ELEV. = 4707.3 4 4 (ELEV. AG PUMP "ON" = 4706.E LIFT STATION LEAD PUMP "OM' INLET F11 --TRANSFER SWITCH ELEV. = 4706.3 3 2 2 3 0 I.E. = 4704.55 1 � I 3 POUR SLOPED --- -��---- -- ----��— �------------ PUMP "OFF' ELEV. = 4703.3 _CONCRETE --- REDUNDANT "OFF" & LOW 13 CURB AT A 1;1 WATER ALARM 14 SLOPE ELEV. = 4702.8 `METER/MAIN - ---6' (TYP) MANHOLE FLOOR - _ O O ELEV. = 4701.3 FEET _'--�5' DIAMETER FLAT HOPPER BOTTOM L �J V-6" DETAIL STATI.-N o_ I'll rIo WET WELL AND GENERATOR BUILDING NOT TO SCALE CALLOUTS O7 6" DI 90' BEND, FL O8 B" DI 90'BEND, FL - 20 6" DI CLASS 51 SPOOL O9 8" DI CLASS 51 3O FLANGE END ADAPTOR 10 PRESSURE AND VACUUM GAGE O4 6" DI CHECK VALVE, FL 11 1/2" NPT AIR AND VACUUM VALVE o N O5 6" DI GATE VALVE, FL 12 PIPE SUPPORTS (TYP) © 6" x 8" DI 90'BEND, FL 103 4" X 6" DI REDUCER, FL _ 7 8" DI TEE, FL 14 ORMAN RUPP J54 K60-X18 18 HP PUMP 1 % DETAIL. AIL, o UINI RATOR BUILDING,PLAN VIEW NOT TO SCALE N0. REVISIONS DRAWN BY DATE ON& r T)'[ iq �['}�}' �'+77 7RJ7�'+7 �q `��[]� a PROJECT #: 00-185 SB11iT , Hf MIS(1) PER CITY REVIEW CGB 2 25 03 1.A URF',Li G LE.I\V SUBDIVISION BDI�Y lf.�IO - PHASE 7lASE �L Civil Engineering 32 DISCOVERY DRIVE DATE: 10/2002 NOT TO SCALE ;, ��® Of• �� 2 RE VISFD PER CI1Y RE-VIICW JJM 3 21 0:3 ,��. y LLB .q Land Surveying BOZEMAN,M'r 59718 LIFT STATION DETAILS �-'I T STATION DETAI L� ALLI�i � Geotechnical Engineering PHONE(406)582-0221OVERAI I SIIL;P;T 11 OF 13 ENGINEER: CGB DRAWN BY: GBH FAX(406)582-5770 LAURLl,GLEIN BOL�eMAN MONTA,�A ENGINI?I?I21NG Structural EngineeringDESIGNED BY: CGD REVIEWED BY: CGB 9 1I1'1 S1AIION DETAILS U 1. PAD SIZE: 6"EACH WAY LARGER THAN EQUIPMENT BASE O OR SEE PLAN FOR SIZE. 6' DIAMETER --CONCRETE MANHOLE 2. CHAMFER ALL SIDES 3/4"TYP. NOTE: BUILDING TO BE DESIGNED AND CONSTRUCTED BY OTHERS. CONTRACTOR 2 3. #4924"O.C., 1.5"CLEAR OF TOP. TO COORDINATE W/ OWNER 6" DI / � GORMAN-RUPP 3 4. #4 HOOKED DOWEL 0 24"ON CENTER DISCHARGE PIPE % 3'X5' DOUBLE 9 7 CENTER AROUND PERIMETER, p ACCESS DOOR DRILL AND EPDXY 3"EMBEDMENT 5. CONSTRUC➢ON JOINT,ROUGHEN o vvv r SURFACE. -WINCH STAND a "A' e e n v v 6. #4 CONT. AROUND PERIMETER. C] 7. 4"PAD AT SOUTH END,MAINTAIN FLAT SURFACE TO NORTH(DO NOT SLOPE W/FLOOR) 8 4 8, 6 5 8 SEE GENERAL NOTES FOR 1 5 F__ UNDERSLAB REQUIREMENTS. IL 10" PVC SUR 35 9. 6"REINFORCED CONCRETE SLAB,M4000 PSI u GRAVITY SEWER EXHAUST(SEE ��- J� ELECTRICAL SHEETS) - O 3 DETAIL CONTROL PANELS GENL+'RATOR HOUSEKEEPING PAD (SEE ELECRICAL SHEETS) NOT TO SCALE 4 8' WALL HEIGHT 60 Kw GENERATOR I j'jllsilI-IEv VIEW 3 GENERATOR -"- - Pil HOUSEKEEPING PAD WET WELL -- 17 SLOPE 1% SLOPE F.F. ELEV.=4721.40— _ TO DRAIN _-_� _ - _ TO DRAIN 81, 2%SLOPE (TYP) 6" P.C.C. M-4000 ---------'---_.._._...__. ... 7 REINFORCED SLAB WET WELL AND �GENERATOR BUILDING lrlp MAINTAIN \ 6 COVER 10" Z-LOK _ 5' MIN GASKET OUTSIDE BLDG f 8" DI CLASS 51 TRANSITION TO FORCE MAIN 8" PVC SDR 26 10" PVC SDR35 GRAVITY SEWER - -- - I.E. - 4711.2 FEET 10" PVC SDR35 I TO VALLEY WEST v`1 TRUNK LINE 10" WYE 10' L-LOK GASKET THRUST BLOCK LIFT STATION - ___J",y PER CITY STANDARDS WITH OMEGALUGS INLET Pll --- LE.=4707.80 8" 90'BEND, MJ CONCRETE SHELF W/ MEGA-LUGS SLOPING TO HOPPER -------xxx"' ®STA 0+00 BOTTOM AT 1:1 SLOPE NON-SHRINK I.E.=4704.55 WET WELL ' EXPOSED VIEW FLOWABLE FILL (COVERS NOT SHOWN FOR CLARITY) 10" 45' BE - -- �—'1 DETAIL '[-�y�f - FLOOR ELEV.=4701.3 A SECTION O Nrll GENERATOR BUILDING I'll LIF'I'STATION PLI��I VIEW 2 DETAIL AIL NOT TO SCALE NOT TO SCALE Pll TYPICAL LIF I'STATION INLET NOT TO SCALE - NOTES: 1. PUMP OPERATION AND ALARMS TO BE CONTROLLED BY ULTRASONIC LEVEL SENSOR 2. MANHOLE SUPPLIER SHALL PROVIDE DIMENSIONED SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INCLUDE THE PULTRUDED RAIL ASSEMBLY, PUMP DISCHARGE ASSEMBLY, AND ALL PIPE PENETRATIONS PRIOR TO FABRICATION. 3. CONCRETE MANHOLES MANUFACTURED TO ASTM C-478 SPECS. 4. THE LIFT STATION IS A GORMAN-RUPP SUBMERSIBLE VALVE PACKAGE N0. REVISIONS DRAWN BY DATE N T A 7 ZZ/ PROJECT #: 00-185 SHEET tT LAUREL GLEN SUBDIVISION e PHASE 1 Civil Engineering 32 DISCOVERY DRIVE DATE: 10/2002 NOT TO SCALE F11 OF 13 ' 'R Land Surveying UOLEMAN,MIT 59718 LIFT STATION DETAILS LIF STATION DETAILS ALLIED GeotechnicalEngineering PHONE(406)582-0221 OVERALL SHEEP 10 OF 13 0545 PE PROJECT ENGINEER: CGB DRAWN BY: GBH/JJM ,, ca F,NGINEERING Structural Engineering FAX(406)582-5770 LAUREL GLEN BOLEI�AN MONT NA A g g LIFT STATION DETAILS DESIGNED BY: CGB/JJM REVIEWED BY: CGB BON 7 Favices �� ® A LA-n, ,a I _ I _ IT I 1 A j r LA-2 PUMP CONTROL PANEL BRANCH GIRGUI F PANEL _� ,I I, r CONSULTOWNERFOR It - LA-1 .� �.ir f- -� OF ALARM DIALER. 1 C3FI - METER I } 1 - AUTOMATIG(RANSFER SWITCH II PROVIDE GAPE GEH-003P OR E3UIVALEN T. ,:� SUPPLY WITH UNIT MOUNTED THERMO57Ar. I i POWER PLAN B LIGHTING PLAN EI LIitT STATION 1' i,ir_f STATION SCALE 1/1 = 1' SCALE 1/4" = 1' N0. REVISIONS DRAWN 8Y DArE �II k �8 �2 I,��UIZL GLEN UI3DI VISION - PROJECT #:2DZ2623 sIILi T (`—' .fir-�---�„•.w —� / C1V11 L''tl iueerul 32 DISCOVERY DRIVE r F 12 No,m Mud-, DATE: 10/28/02 � � SCALE 1/4 INCH = 1 Fi %0. lJ T� �. y �, L$Il(I SIIrVeYlll�+' EOUNIAN,MT 59718 'T �r- s Bela.d.,mr 59M ELECTRICAL PLAN 1a� U� COLEMAH :�ii% r I ,�+•� / Ics-9asa720 oe 7152E Iu, LII a✓ S`�"11 OlafE,'I��TL r {� Geoteclulical 1=✓D lrieet7tl P4[ON8(406)582-0221 ',' FAX Taa.aae:us9 i i PROJECT ENGINEER:PM AWN BY: PM ',yF`°�-"t's2sfenE��'' :- ALLIED g g FAX(A06)582-5770 A e s oµu-- c i a t GVERALL SfII:LT 2 Olt 2 � o DESIGNED ©Y. PM REVIEWED BY: PM 1i�I2�c.,:�`� �30GEtYIAiV,iYl OIVT�-1l�T�� ENGINEERING Structural Engineering Co n s I r u c 1 I o n -LAUREL GLEN seavroes.wc- Englnaeringlna ACE 20131:202M :E:LECTRICAL PLAN