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HomeMy WebLinkAboutS-39001200 NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY If SSMH it SSMH 8 (Q SiA. 60+19.40, 4.00' f �l STA. 44+]0.83, 12.64' )I !� RIM d62-03JSSLB n 8" IE IN dN-hS- NW ' I STA. 52+05.60, 3.25' IT I ( L' RIM�3N,5D I I - U) ---3 8- IE IN 3r>9�r(SW),Te ee (s) p - _ �.�S1T00 \ YE OUTf696 t TVe) DD (W) 3 SSMH 15 b h \ I d' I J71D1 RIM.541, l00'R I o I`\ .TDSDs 6" lE IN 25e1, 4.0 1 1 P c (D ilea (S) 8- IF CUT •-' __ LF a" SSMH 9 - - �, STA. 53+5707 653 R , B RIM 3795AT768J I- RY SE R E I4 Rc a s ° I 6 IE IN .]raa4 (s(S*)161STAVE 11 ® VE SE y1 LF a' Pv I 8I£OUr__,:_,T7a74y d 161&74 \ F° 380.0 I _ / 5�8 55+00 v +� EASEMENT (+ ,y RIM HSTA5IS 03]9d6J70. vr3�vATE SEw£dJ \ 8' IE IN A6A R50, N �W III _ _ _ \` �r UT 571 �� _ IDE 41ER FORCE MAIM E 'Mp SRR SND N -----------'-- -- - _ SEED AILS, SHEET, 510 E JD7.0.T LLJ 16 \- -_-_ sROFA NoIT T '' 10 9 " STA. 44+16.39, 3.04 R 71 ___ _ _ FG 370.5 z I R/M 3B69UB0.31 } FG 380,5 ' c`"----__ 59MH-5_ ---- RIM 380.00 ' FG 3730 m 8- IE IN� (SE).%ASJ `,STA. 6J+]2.01; 6 00 R I I 8' IF OUT 3]0.35 (R) FG 3j8. D > I,� f5 ©SEWER J I 8" IE OUT�fiRBP (IN JMIJ 1`51 it RIM 13 637. %D.StI_ I I FC 380.0 I �T - 18 14 - I 12 m O EASEMENT Q 6 FG 3]$!5 8• IS OUT �_ 0 fG J770 A FG 378.5 13 I �\ ^ FG 378.5 I ACT M e m 380 3]6 I I 3]e { 380 `v 304 3]4 J]B376 374 372 " 1II ��� I H \ \\\ SSMH la _____ I (• �` o 3 A. 62+0026 3>6 STA. 35+35.63, 463' L XH-I-- I,f I I w£R .3741 RIM 3.97 -4 O4 RIM 3 aes _ I SPIT Sn M I i sme rrP. 3E67 6- lE IN asba+-(N) " �4e" IE OUT�e-�(s)-�(5) e M Q II JB67 a- IE IN Mss.6r[s,E) m I I 19 >ex a" IS ourarsdt (w) ti 25 26 2T11 III I FG 3]5.0`. 21 22 i 23 24 l\ i�'� FG 3]30 FG /�)�L5AE J6'�.Ny�g?�OS SSMH 6 FG 3]3.0 - FG 375.0 \ \ SS CLEAN T `J LJ L h (FP 3]5,0 .I ED STA. 41+59.00. 334' R FG 3]5.0 _ --_`_- 141 SLA. 34+° ]]=3 44" L / ^ STA 30+03.34, 6.00'L _ RIM 3a3B��77E Z RIM IN 46 j F6 I p}I 8• I£ -OUT 38749 N A) 5' PRIVATE M%R i i ti Il.o-! 8 I IN 46 , (5;E) el I �` o - ----_ ESEMENr - 'S I a' IE our�64-r w) aT -_T ILI 3 III 32+00 86 LF 8" VC O LF 8 � 35+°° h O S I 20 --_ ° ROA 3J+oo 3a+o0 ' FG 374.01 3 �. z I �A 55MH 1 -SSMH 3 / �� I I - 1 ( \`. S g4af1+]6.03, 60D' L STA. -61+2130 S CLEANOUT q{q _ ------- e Isw I y 37420JtI 3PF3f RIIA 9P:9PJ1215-'"-' STA 61Art +2L3Q 40.8]" ' PRIVA IS SEI4£R ! IDE SEWER FORCEMAIN: - _ / r -' JB6 (g E)6" IE IN ___.._.. __, + RIM`3i4-5B J7LM - / I 38&42 B /E OUTd6'fir5: (N 8" rE IN 366+1-(SE)J56 'm EAfEMENT SEE DETAILS, SHEEr 551; CONNECT TO EX SSMH 55MH I)_ B" IS OUT .J�Z00 (N) ) / IF— e" rE OUi�6639 (w),>d8,1 ! sRR ST(/B STA J6+Q0, 4. L , STA. 10+58.89, 515' R I I STA. 40+04.1], 334 R 2 �• 5 ' 6 l/ 7 STA. 20+OS 22. B 85' L I STA 21+85.59, 4 I ]' G 11 _ - 3 - 4 : - RIM 39&9337278 I RlM 91ror7`J7a57 / FG'3]4.0 FG 3]20 ppI FG 3]0 0 FG 0.0 8• IF IN 96:59(S)38288 I 8• IS IN (5. E) .183 !� __iAofG 3]30 _ FG 374.0 FG 3740 b P I I 8 Q E OUT, 10" IF IN 36256 (N) 8• IE DUTMd399(N)3C361 m ' STASSM60+04.17 I FG ]° m c\ 12" IF IN J624B (W)� III TRACT 11An \\ m m STA 25+4]96, 4,17' L - �' /V I 12" IE OUT 362.46 71 (E) I RIM 3693148277 / o J I / III \ 57 370 3]2 .. - ad9LF 8" P✓C36 '_ \ .QFI'., I'•-'; LF 8• PVC C-9 -Y U77LITY CONFLICT NOTE: DRY SEWER NOTE- SEWER STUBS SEWER STUBS S7fI,R9/ AB E AT MAN AB LOT STA1101 AB E AT MAN AD LENOIN EIDE AB SLOE tyAB FO THE CONTRACTOR SHALL BE RESPONSIBLE FOR VER"NG THE LOCARON, DIMENSION, AND DEPTH OF MANHOLES 11-15 AND ASSOCIATED STUBS ARE INSTALLED FOR FUTURE USE ONCE DOWNSTREAM 1912 ALL EXISTING URLITES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION THIS SHALL INCLUDE CONNECTION IS AVAILABLE 38050 1 f+df-O+BJ 35544-.78548 445 3626] �+.4-J- 482 _37300 2 -Mod-1117 Rflp z JSSp4 445 9638:36921 -9;p E35 T4 00 CALLING UTILITY LOCATE AT 611 AND THEN POTHOLING ALL OF THE EXISTING URLIRES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCARONS OF SAID URLIRES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMA TON AND ARE SUBJECT TO VARIATION IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO FG ELEVATION NOTE. -3 FG ELEVATION CALLOUTS REFER TO FINISHED GRADE ELEVATION, NOT STRUCTURAL PAD ELEVATION 258 0+00 366-f`t .%642 a4.] 3698:368.93 id2- 581 3]400 4 999 i+N 36&91- J85]J 35.5 340:6936760 05r 527 37400 5 ++64-f+at 36691-.75612 355 36&69366.90 279 131 372.00 PROCEEDING WITH CONSTRUCTION. NOTES: SEWER NOTE.* ©lNDIwDUAL GRINDER PUMP REQUIRED FOR SEWER SERVICE.7 258 0+00 M6996 45294 434 36689366.3] -NEJ- 1482 37000 ] 0+22 M59�45r.]5646 494 M5 99 364.13 445 370.00 L ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF PENTON TRENCH RESTORATION 325 8 0+00 9 9'66.]5252 749 96:.66361.85 x.51 111 36700 32.5 AND STREET OVERLAY DETAIL. PER SECTION ] REQUIREMENT FOR PATCHING OVERLAY, OVERLAY WIDTHS, TRENCHES (ROAD CROSSINGS). IF THE OUTSIDE OF TRE TRENCHING l5 WHIN THREE FEET SIDE SEWER NOTE- 37500 9 1+51 35941- 45694 345 36539364.44 21.69 21.74 370.50 10 6+390+41 ;6959 J8a21 34.5 MY6 366.74 MPB- 1603 37300 (JJ OF ANY ADJACENT LANE LINE, TRE ENTRE ADJACENT TRAVELED LANE AFFECTED WILL BE SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT 366e i .%275 REPAVED. 25FOR UPLITY SLOPE CROSSINGS 3 MINIMUM C42 FORCE MAIN NOTE. ].JS n 0+00 36661-.%SBB 350 3&:89369.12 �S-P;- 1667 378.00 12 1+59 M69Mz 48224 31.3 51* 99 -19991613 38000 RE BY:- BY: - 4. MINIMUM SIDE SEWER DEPTH IS 5 -FEET FROM FINISHED FLOOR ELEVATION INDIWOUAL FORCE MAINS i0 LOTS 6 THROUGH 11, 26, AND 27 SHALL HAAS LOCATOR TAPE 13 1+54 36444- "is 39.6 373-593]908 -H, FS AW 3]850 NOTES., BY. INSTALLED ALONG THEIR ENTRE LENGTH. 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE A S 8 UI L T 14 0+00 376@7 Jhi]4 420 9:5=.163]389 -6'f�F 7.50 37150 p END IF MEASURED AT CLEANOUT BY: A. J 15 f�I+2J 9T•rJ6 J]6S5 41.5 914.".193]4.51 -16rYt A4ro7 3]950 d +SEE DETAILS, SHEET &SIO NISH •O! I cIn COMMENIs. RENEW t MAI 0a03.15 MAIs "°""` ""°s657�, 2 CITY COIAI IS,RENEW2 MA, 0623.16 MA, si AS NOTED ^"'�° A CITY OF ALPINE NURSERY D.R. STRONG "`°i'tn cv z wolxna Days Before r«, 0b © CONSULTING ENGINEERS 3 MytA45 Mu oz2as Mu r .a R E N TO N SEWER EXTENSION PLAN 811' L AS -BUILT FAS 09.,2.,7 MAI I1I89aa 81 LOCaII011CMtY q 1 ENGINEERS PLANNERS SURVEYORS 1 DATUTA Ihltlerg `"`oMv T- Planning/Building/Public Warks Dept. 0DA4T.ND.OKWA) ZONAL I^'1� azoI7HAVENUEKIRKLAND,WAMWo NO. REVISION BY DATE APPR , - sIrN= r U15007366 Y 042582]3033 F42562J.2423 sWEµlgl DRS PROJECT NO. 14069 _ 29+9622 I NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. COMMENDED FOR APPOVAL Date: Date: Date: Date: wre.09028 15 SS7 wa. 31 � 42 R-390048 S-390012 SEWER STUBS LOT S7fI,R9/ AB E AT MAN AB LENORI ETD E AB &COPS AD TO 16 2+43 364.6- .]8688 1912 375!69 47578 3588 38050 2+40 S18�i] 1222 38000 18 -6+61- 1 3 ;59 F5- 387.JD 258 3:2.69-311.DJ-*].69- 1647 TZ 00 19 0 po Oi84 36566 J w 25.8 31989.78225 -191C>- 11.80 375.00 20 -1+31- 1+42 36+49 354D7 258 36469387.88 -P&iO 1284 37400 21 2430- O4JD -d6d+h J m 325 *999 W7.7D ].42 3]3.00 22 1+15 M69E9.% w 32.5 5:P99 482/9 ;5@5 tam 37500 23 0+00 966#6 "ItI? 331 9i1Y66.T m -1666- 297 375.00 24 0+00 366e i .%275 35.5 3.'989.784.74 x-99- ].JS 3]5 00 251469 0+08 d6d8z ]82 IS 360 39689.%632 i -M 409 3]3.00 26• 0+00 36995.]5484 34.4 361-5936587 1699 371.50 27• 1 0+54 IM69dz 31m.B8 1 339 l36+49.%1171 fa15 37050 RE BY:- BY: - 4. MINIMUM SIDE SEWER DEPTH IS 5 -FEET FROM FINISHED FLOOR ELEVATION INDIWOUAL FORCE MAINS i0 LOTS 6 THROUGH 11, 26, AND 27 SHALL HAAS LOCATOR TAPE 13 1+54 36444- "is 39.6 373-593]908 -H, FS AW 3]850 NOTES., BY. INSTALLED ALONG THEIR ENTRE LENGTH. 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE A S 8 UI L T 14 0+00 376@7 Jhi]4 420 9:5=.163]389 -6'f�F 7.50 37150 p END IF MEASURED AT CLEANOUT BY: A. J 15 f�I+2J 9T•rJ6 J]6S5 41.5 914.".193]4.51 -16rYt A4ro7 3]950 d +SEE DETAILS, SHEET &SIO NISH •O! I cIn COMMENIs. RENEW t MAI 0a03.15 MAIs "°""` ""°s657�, 2 CITY COIAI IS,RENEW2 MA, 0623.16 MA, si AS NOTED ^"'�° A CITY OF ALPINE NURSERY D.R. STRONG "`°i'tn cv z wolxna Days Before r«, 0b © CONSULTING ENGINEERS 3 MytA45 Mu oz2as Mu r .a R E N TO N SEWER EXTENSION PLAN 811' L AS -BUILT FAS 09.,2.,7 MAI I1I89aa 81 LOCaII011CMtY q 1 ENGINEERS PLANNERS SURVEYORS 1 DATUTA Ihltlerg `"`oMv T- Planning/Building/Public Warks Dept. 0DA4T.ND.OKWA) ZONAL I^'1� azoI7HAVENUEKIRKLAND,WAMWo NO. REVISION BY DATE APPR , - sIrN= r U15007366 Y 042582]3033 F42562J.2423 sWEµlgl DRS PROJECT NO. 14069 _ 29+9622 I NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. COMMENDED FOR APPOVAL Date: Date: Date: Date: wre.09028 15 SS7 wa. 31 � 42 R-390048 S-390012