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EXCESS CUT MATERIAL 70 BE PLACED ON LOW AREAS AS OIRECTE.; BY ENGINEER. (SEE SHEET 2) 27 ,fzo 4. USE C.I. BENDS ON FORCE MAIN. CONTRACTOR TO INSTALL A 24" RCp CULVERT UNDF-R iNE DIRT ROAD \NHERE F1L1- MATERIAL _ CI c ;S r, r =',1 DIRECTED B`( THE ENGINEER. ALL COSTS O'- LABOR 2 +40 PND MATERIAL TO SE INCLUDED ;N THE UNIT 8 °OVERFLOW BID PRICE FOR THE G" FORCE MAIN - U) map .L ' � N INSERT KNOCKOUTS, S' . .dsoscu ambr CONTRACTOR TO NIOTIFY CIT`i Or RENTOK! P!ZIOFZ TO W '. H �' � NIH 3 27 MiH L � N N MAKING CONNECTION. LJ v o 8' KNOCKOUT v 20 kzlS SOUTH OAF 7 MAX. DEFLECTION SY PEF, TyF� )ooG 8\RG\A 5I-4 -\0 50INT FOR FORCE MAW. 1 5- 55 ELEMENTARY SCHOOL NO. 8 SEWER PLAN AND PROFILE I 60' SITE a .3 , >13 ADD s -ATE RD rroVEn — -- DATE I INITIAL MOTE ;. ISSAQUAH SCHOOL DISTRICT NO. 4I1 >hHNO.f IN hFSTCRtV ISSAQUAH ELEMENTARY SCHOOL NO. 8 REYISION —_ 4a FOVEe. PROD. Na. 1 HILL, INGMAN, CHASE & CGS. 4q$ -os -sue L I.GMAN C VASE L CO. 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P w c. m.F., LJ Li 141 -0 40a y �s y y y y 390 _�L'11017B 4- 4-:5 -TRCN -yToq + - D'O// (T '390 OF FILL LIMITS OF CUT APPROXIMATE -I 4 GRADING LIMITS L.J. co w 4!� G 2�'G SE. 116TH ST cn WET - - - - - - - - LIFT S7AI ON <> _X_ 1.1p 24 TIR W5 T1All==_ LUERS PP "..E. �� ?T - - - - - - - L_ __p ��6:App '24"FIR BRUSH EXISTING MH a I t HEAVY I% 1:011C, DR, 10"EVERGREEN N' B LOCK R EN c 14 OPLARS M 42G TON) L - - - - - - - - - HEML a _12�'_EULVER 14!- CD 10, P74 M 2! SEASONA L\ c\j LJ M LLj _'4! STREAM cl) i i `�� -155 SEWER PLAN AND PROFILE 5EE No-TcLs S�Hrr_.[_C ISSAQUAH SCHOOL DISTRICT NO. 41' �A)LLY I'E_r '_LL 1 Vv DATE INITIAL REVISION ISSAQUAH ELEMENTARY SCHOOL NO. 8 APPROVE". HILL, INGMAN, CHASE & Co. p/ CONSULTING SEATTLE, 'C ENGINEERS WASHINGTON 1 DATE: oo, WG 2 /1 4 Fo 0- L _MJ 7 u cl LI Ni T! 2- 7 �,7 5 C.U.G. FOF ALARM CIRCUIT Li Ric/-J, 4p 4' x 4'x I /Z' -V, tA �L r,p'! v m.i P METER 7� DdSTRICT OF P. S, P k L. LIFT STATION AND v'VET 7 DFTAILS LCEP-W-Lc- X00 AN,R, E. so rImp. 400 V. W/PROVISioN5 FOR P, OLICK D EV, 4E4 E LEVI e-�,�t CONE CONSULTING EN,,-::N'EERS SEATfLE %% 'ASH IN(-,T,)N 4- D T I S-1, 7" cn-U j 6, 1 4 i1 I PLAN SECTION A-A I C c j r T p�, rn J� BARRIER POST DETAILS NCT -L- Li Ric/-J, p I- 4' x 4'x I /Z' tA �L r,p'! v m.i P METER 7� DdSTRICT OF P. S, P k L. LIFT STATION AND v'VET A"EID- DFTAILS LCEP-W-Lc- X00 AN,R, E. so rImp. 400 V. W/PROVISioN5 FOR P, OLICK D EV, 4E4 E LEVI e-�,�t CONE CONSULTING EN,,-::N'EERS SEATfLE %% 'ASH IN(-,T,)N 4- D I S-1, 7" cn-U j 6, 1 4 i1 I H D7, DF, -T 4- _,It LV. PL E K1 E N C Nj j oER 7 -41P r + Z 4 P"! 41 SECTION A-A I C c j r T p�, rn J� BARRIER POST DETAILS NCT -L- SCH. E0 r-ALY, EEL -iFT NTIDK) m Cov u�,- a' E r T F. .� j" % DETAIL, ELECTRICAL SERVICE EQUIPMENT VICINITY MAP REVISION NOT E-5 -ACTORI 151JIL7 31N, :DR, 7HIC 'z Znl j-.�R -C7 ' - P N, P� -NAL P w- 5E ^r+1 H ll —'YE: J 'v. - CP 050 PPNA tNv N N FOZ LJFT S-!P,.7M1v. p I- 4' x 4'x I /Z' tA �L r,p'! v m.i P METER 7� DdSTRICT OF P. S, P k L. LIFT STATION AND v'VET A"EID- DFTAILS LCEP-W-Lc- X00 AN,R, E. so rImp. 400 V. W/PROVISioN5 FOR P, OLICK n0p f c� 7 �pi -�S L f r.OAMP, '30 V., 3 POLF- a,;4P-TR,,,�)SFER -'W17CH . SCH. E0 r-ALY, EEL -iFT NTIDK) m Cov u�,- a' E r T F. .� j" % DETAIL, ELECTRICAL SERVICE EQUIPMENT VICINITY MAP REVISION NOT E-5 -ACTORI 151JIL7 31N, :DR, 7HIC 'z Znl j-.�R -C7 ' - P N, P� -NAL P w- 5E ^r+1 H ll —'YE: J 'v. - CP 050 PPNA tNv N N FOZ LJFT S-!P,.7M1v. ISSAQUAH SCHOOL DdSTRICT N0.411 LIFT STATION AND v'VET A"EID- DFTAILS HILL UNGXIAN, Cl (-­0 CONSULTING EN,,-::N'EERS SEATfLE %% 'ASH IN(-,T,)N J.6N,,.- 0l:q"Jby I S"H- PET S-1, 7" cn-U j 6, 1 4 E: LOCKIN C. 7YFE RING d COVEIR 7 TO MNTCA FDOSTING GROUND S;s [-,ETA iL V2 IN SPECS. -ASPHALT PAVING -TO MATC.IA EXI.c.,TING ..6"x 2.1 __pIL 'SEE C, E T A L 5 a )52 7nT i BOT ,,V SECTION PIPE� Apt : R N t S �k ",'I M R CAPABI OV mc) W)vk� IN A u E5 0 1", R. PUMP T 11MOM t� \ f COIL RELA NO Nc i �o ��3 LLIE,,JT PIPE 115 v ZYISTi�JG Z; 7Y F JAY A LITAT 10 NJ T HAND- OFF-AUTO L ' \ _(.A 5 l�. �' �_2 �' Cl - b� 5 m i N SELECTOR SM-i • R ­RATEI) FOR A 42 HP MCTOR 1 C) -- -------- z T PLAN NEWAO'i ON� OF ��,NETEL I PUMP M Yt'OIR kFk'TE C):zjtu INS7M.L 1'�A STARTER SCIL�3A 25 t Q_'c_ T -_r I D �A . ..... 4­ CONE_,TRJCTiON F_'nNVT AgINITY ; Y E: LOCKIN C. 7YFE RING d COVEIR 7 TO MNTCA FDOSTING GROUND S;s [-,ETA iL V2 IN SPECS. -ASPHALT PAVING -TO MATC.IA EXI.c.,TING ..6"x 2.1 __pIL 'SEE C, E T A L 5 a )52 7nT i BOT ,,V SECTION PIPE� Apt : R N t S �k ",'I M R CAPABI OV mc) W)vk� IN A u E5 0 1", R. PUMP T 11MOM t� \ f COIL RELA NO Nc i �o ��3 LLIE,,JT PIPE 115 v ZYISTi�JG Z; 7Y F JAY A LITAT 10 NJ T HAND- OFF-AUTO L ' \ _(.A 5 l�. �' �_2 �' Cl - b� 5 m i N SELECTOR SM-i • R ­RATEI) FOR A 42 HP MCTOR 1 C) -- -------- z T PLAN NEWAO'i ON� OF ��,NETEL I PUMP M Yt'OIR kFk'TE C):zjtu INS7M.L 1'�A STARTER SCIL�3A 25 t Q_'c_ T -_r I D OF Ct,1E CONE_,TRJCTiON F_'nNVT AgINITY ; Y E_LEV. aBESt _MA NflN. WATER LEVEL I N V ET WELL U 10, 3/4"CONDUIT POYVEF� SOURCE 7— "o5 C.A LVROD , I� SLOPE IN LIFT STATION tN �: j A-L-(.jM. VICTAIJUIC ELL WITH ALLIM SNAP' 9_CBMERSIBLE COUPLINGS NO.78A J I 6 SUMP PUMP A_ I AI L C. _ D VLLCIP T T;:'E- L 2 PILL cll)Nl�,_Ri.jci�)01� —D I. M HU-✓ 7 LL=. 7 0 -3VE�l i F :D tQl E, E �2, 7, 'HIS rqojE! T. 2" HOSE AP� 6 S A': IN 7p ��HPOLL L,7'j R F _rAlL DE PV N1 P 0,N NR N-N17 iKIV, ILLEV �__ �..t ?5 AND -'_WPn-c7- -LE V. L o E LC4. 2- v: V% L. L EV a I F_\I TING Oj',.Ti WEE L SECTION A-A 5C.Al-E: /2' , II NI G. X 1,4' ALOM 2 'LUV VICTAULIC SNAP ',XTAL)L;C RU__!QC:Pt ,,rJRLIN(, f. 7777, [F-1. DA) L r R 5-455 SUNSET -BLVD, NE.a 132ND AVE. SE. LIFT STATION WE"ll" WELL MODIFICATION HILL, I. �N/IAN, CHASE & CO. CONSULTNG ENGNEERS SEATTLE, WASHNGTON SHHT D,ni�n.d 6y , 4� I- Pr, •1, En9­t?, U. M., 4 loll- ,4 6y,