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PTN. OF SE 1/4,SE 1/4 OF SEC 18,TWP 28 N, R5E W.M. 0 o
<br /> SEE C4.04 SEE C4.02 CONSTRUCTION NOTES
<br /> O u
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<br /> II +F 29 28 l O COE 1-48"MANHOLE
<br /> AND 61 STANDARD FRAM AND COVER PER c
<br /> sSsF sso�F sso sF 9 0�F sso sF 1,zs0sF 1/ / 960 SE s aSsF j 925sF n4 =-_-I �j _--
<br /> 1�0 SF 960 SF N
<br /> 10.5' 479.5 479.5 480.5 480.5 I 48Q5 \480.5/ 8�, 8. - as + 4820-�' O CONN.0 SANITARY SEWER PER COE STD. DWG.SERVICE W/CLEANOUT AT BUILDING N
<br /> - 479.5 479.5 479.5 479.5 - -- - - a
<br /> R=27� 73.30 IE 473.40 473.07 1=472.78 IE= 73.64 I�475 _ �- - � a
<br /> / QC f IE 473.35 D 1= 7.86 = IE=4 5.46 1 ----_22 J
<br /> / 0 --re!;Fs� - \ 3O PUBLIC WATER SYSTEMS
<br /> / I I ` �- E 7�• -- - 482.0 l k
<br /> 4O FIRE HYDRANT ASSEMBLY PER COE STD. DWG. 507, APPROX. m
<br /> 21 6"DI LENGTH PER PLAN
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<br /> i"WATER SERVICE AND METER PER COE STD. DWG. 501. SEE w z
<br /> I I ,3sz 479.0 3gy.6g-per{,-gam L 1 WATER METER TABLE ON THIS SHE.
<br /> i MH6^ ^^ 4a go 5 a1�ag ROAD _. y 42+58.10, 6.13 <
<br /> STA --�-- -,- -- T - SS� \ -1 .- _ az+oo O PUBLIC UTILITY EASEMENT z o ffi
<br /> / I 39+94.16, 6.0 - - -_ 8_DI - _ - -- ).(PRIVATE)- o 30 BB SB 1,�0 SF y � p
<br /> / I I 1,03065E 479- WI_ W �' W W „y 8"DI W 48-1 O7 BLOW OFF ASSEMBLY PER COE STD. DET. 511 $
<br /> l I I INT 40+00.00 ROAD f• INT 42+53.69 ROAD D
<br /> R= 0 19 LEGEND
<br /> 473.96� -472.93 481.5
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<br /> IE 473.31
<br /> / I 479.5 _ ( ') 5 TIP. IE=47.85 - l SD o STORM DRAIN
<br /> 1 I ( ) 1,056 SF z
<br /> l � IE=473.\ 0 =474.39 IE=474.39
<br /> IE=4 4.25 o 18 III SD CATCH BASIN
<br /> /� 1I IE=173.11 IE=474.6 t -± I • 1,056 SF SS SANITARY SEWER MAIN(8"PVC TYP.)
<br /> re ll 481.5
<br /> 147-SF o 1,376 SF 79 78 I �77 76 75 V STANDARD PRECAST MANHOLE gLELKC
<br /> / 1,030 SF " ° 85 1,048845FI i,O83 Lo882SF 1 J86 SF 80 0��''B6
<br /> / 480.0 479.5 479.5 P 1,048 SF 1,04E SF i, SF 1,048 SF 1,475 SF 0 ° \ SIDE SEWER SERVICE •�'pE WAS'gf�d
<br /> - - 0 479.5 479.5 4 9.5 I 480.5 480.5 480.5 J I 4 0.5 48Q5 48Q5 I Q - ° 17 -------- e,
<br /> I ( I 49 °I, I 1 p I a �• // I SIDE SEWER CLEANOUTQ o
<br /> II. III I 1480.5 I F I 11. \ \ \ \ \ \ \ \ -_ I_ 4820 W WATER MAIN(8"DI TYP.) z�
<br /> SEE C4.05 40+05.96, ssfi' 41+n.o2, 5.48 SEE C4.02 ---
<br /> 42+47.15A 5.25' - WATER SERVICE O•oFFCTSI,E&b`,r0
<br /> STA '^'^-ro,-o�o�o�IT STA 44i-16:�$--6�B=RT STA "rz-r+o-as-o"r6�RT M FIRE HYDRANT SrgygU
<br /> (1)8"x8"DI TEE, FL (2)8"GV, FLxMJ (1)8"x8"DI TEE, MJxFL ��la
<br /> (1)8"GV,REDUCER,
<br /> (1) PH ASSEMBLY (1)8"GV, FLxMJ OX UTILITY CROSSING,SEE TABLE BELOW �J
<br /> (1)8 x6"REDUCER, FL (1)8"x6"DI TEE, FL (1)8"CAP, FL
<br /> (1)8"COUPLER, MJxFL (1)2"TAP TO 8"CAP THE ON THIS
<br /> INFORMATION
<br /> (i) THRUST BLOCK 10 F " SPOOL
<br /> WATER METER TABLE XXX FINISHED FLOOR ELEVATION SHOWN ON THIS PLAN IS PER
<br /> f0 LF 6"DI SPOOL (1)2"PE GV AFIELD SURVEY PERFORMED
<br /> (1) THRUST BLOCK LOT STATION, OFFSET (1) THRUST BLOCK NOTES: BY MEAD GILMAN ASSOCIATES
<br /> AND/OR RECORD DATA
<br /> STA 31+20.40, 16.39' 17 STA 34 LT STA 41+42.92, 17.45' 29 STA LT STA 52+00.28, 18.09' 49 STA 51 ml-19:,96RT 1. ALL WATER AND SEWER IMPROVEMENTS SHALL BE PER CITY 0 PROVIDED BY THE
<br /> STA 30+90.27, IZ14' 18 STA3B+96.78,fi 'LT STA 41+03.23, 1Z14' 38 STA i4+63. LT STA 42+05.12, 10.99' 75 STA i2+H5.i9;-113eRT T WATER AND SEWER STANDARDS CONTRACTOR.
<br /> 2. PROV PROVDDIDE INDIVIDUAL WATER METER AND SIDE SEWER SERVICE
<br /> STA 30+74.43, 16.63' 19 STA39+F+78;-h:BB'LT STA 42+08.84, IZ21' n STA-4 BB-36,-1-�:BB'LT STA 42+03.10, 11.07' 76 STA#Pt9&19,WF6-'RT TO EACH UNIT.
<br /> STA 30+72.91, 16.80' 28 STA """morn-To^=r'r.6v LT STA 40+71.79, 1Z10' STA-48+F1-36,--1.'LT STA 41+73.62, 12.00' 77 STA4i++3:49;-1-1-5�RT J. WATER METER BOXES SHALL T O DRIVEWAYS.
<br /> RATES WHEN
<br /> LOCATED WITHIN OR ADJACENT TO DRIVEWAYS.
<br /> STA 30+42.98, 16.76' 21 STA3B++2*,-+7..9< STA 40+69.44, 16.83' .0 STA-4B+66,3l LT STA 41+70.58, 11.17' 78 STA 7P1+-8-.49-H-5B=RT 4. TRACT 999 SHALL BE RECORDED AS ACCESS EASEMENT AND o
<br /> STA 30+40.35, 16.77' 22 STA36+39-�8;-N:6B'LT STA 40+39.26, 1761' 3a STA-48+39-3E-N LT STA 41+41.39, 11.63' 79 STA T SANITARY SEWER AND WATER EASEMENT IN FAVOR OF THE 15
<br /> CITY OF EVERETT WATER AND SEWER DISTRICT. z
<br /> STA 30+24.15, 16.76' 23 STA39+2+F8;-h:6B'LT STA 40+36.87, IZ17' a5 STA-4B+3fi:3E-h:BB-LT STA 41+39.62, 11.60' eo STAB-it38-}9;-H-5B=RT Q
<br /> STA 42+08.84, 1Z21' 24 STA 42+19a ---rro'LT STA 51+09.30, IZ82' ++ STA RT STA 40+99.30, 13.67 81 STA B'RT 3
<br /> STA 42+06.69, 1Z27' 25 STA B< STA 51+49.16, 18.22' 45 STAsr1+48:81-'N:BB=RT STA 40+95.83, 12.96' 82 STA-.o,-.ro-��RT Z
<br /> STA 41+7Z00, 16.84' 26 STA3++-7,. h:B 'LT STA 51+6,' 16.36' 46 STA34 RT STA 40+68.55, 11.92 ea STA-4e+B7.'3,-+3-5e-'RT o
<br /> STA 41+75.08, 16.69' 27 STA h.ee LT STA 51+6Z23, 16.20' 47 STA-&I- 'N:BB=RT STA 40+63.52, 12.66 84 STA iBtfrk.49;-t3519'RT N
<br /> STA 41+45.13, IZ46' 28 STA-44+45:36;-i BB'LT STA 51+97.34, 18.26' 48 STA-5+96-84;-'N:BB=RT STA 40+48.52, 10.76' 85 STA-4e+48:49,-13.58-RT o
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<br /> 495 495 W
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<br /> 490 Uo 490 Z
<br /> OW MM^ W O F-
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<br /> ���
<br /> oo EXIST. GROUND ELEV. N+i o 24 °p^H° �s8 7 J J
<br /> `�5 w o rn AT ROADWAY¢ "�'w m 485
<br /> c; z lid TACT 999
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<br /> m o++v I ------_--__ TRACT998 6 7R0 6 6 i Q : LL
<br /> 1n w FINISHED GRADE 1 --2�32- -- / G w L.L o
<br /> 480 ?n w AT ROADWAY 1 7.00% 1.00% - 4B0 / c
<br /> 8 z8"DI TEE o c 82 71 2 1 z
<br /> - --1:38pyy 1.00% 8"x6"Ulf TEE TOP=476.56 RACT997 1 Q 83 70 ROADA CLIENT
<br /> -3329, I 8""xB"DI TEE TOP-475.93 1
<br /> TOP=474.33 _ ,y
<br /> 475 �� - - - - - - - - - - - 6 88 65
<br /> _ T _ -_,__ - _ -_ - 475 / so PACIFIC RIDGE HOMES
<br /> 17921 BOTHELL-EVERETT HWY
<br /> 8"DI WATER MAIN / -- 37 SUITE 100
<br /> A9
<br /> L 5g BOTHELL,WA 98012
<br /> 264LF (425)438-8444
<br /> 36&E 8"PVC
<br /> 470 470
<br /> 0.0071
<br /> SSMH3 C I P I H
<br /> RIM=461.27-481.18 IE( KEYMAP
<br /> W)=469+9(IN)469.22
<br /> r 465 IE(S)=469-19(IN)469.29 465 NOT TO SCALE
<br /> S6MH6 IE(E)=469-89(OUT)469.17 CONSULTANTS
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<br /> e m I(W P(IN)47I.27 Landscape k"haul"•Land Use Consulting
<br /> Q 4 IE(E)=4+1-38(IN)471.27 n32I-e Ne I2mh sneer
<br /> EXIST. GRADE®DRIVE¢ antoea WA98034 H2keet 390
<br /> o IE(N)=491-WOUT)471.17 101 soutn weo M4-Avenue,Suite c3
<br /> 460 FINISHED GRADE®DRIVE¢ 460
<br /> o s N Werutehee,WA 9MI•(509)2917731
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<br /> , N Vro hW PROJECT NO.
<br /> 'h v I v v v 01 32-21-028
<br /> 0 5 10
<br /> DRAWING
<br /> 39+60 40+00 40+40 40+80 41+20 41+60 42+00 42+40 42+80 VERT. IN FEET C4.03
<br /> o 0 20 40
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<br /> ico co .mbelow. HORIZ. IN FEET SHEET 29 OF 45
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