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PTN. OF SE 1/4,SE 1/4 OF SEC 18,TWP 28 N, R5E W.M. o
<br /> 0' 4.04 SEE C4.02 CONSTRUCTION NOTES s y
<br /> ° 0' 10' 16 � II II �I �� U �^' I` B m � �
<br /> 64 65 86 67 68 ) 69 70 71 72 73 z'>-- _ TYPE 1-48"MANHOLE WITH STANDARD FRAM AND COVER PER
<br /> 1,352 SF f 1,516 SF 1,024 SF 1,02 SF 1,024 SF 1,344 SF 1,344 SF 1,024 SF 1,024 SF
<br /> 1,024 SF 1,024 SF 140764 SF\ FO _ O COE STD. DWG. 605 AND 611 0
<br /> 4825 483.5 483.5 4 .5 483.5 483.5 483.5 483.5 483.5 483.5 483.5 483.5 i6' 0
<br /> _ IE 478.60 =47.42 �' 6"PVC SANITARY SEWER SERVICE W/CLEANOUT AT BUILDING N
<br /> =476.3 IE='76.2 \ \ 2
<br /> 482.5 - - R=27 K IE 478.46 ,� L 6 1=476.73 1=474.63 13 O CONN. PER COE STD. DWG. 604
<br /> Lo30 SF IE= 7664 00 �i,pss SF
<br /> \ \
<br /> i
<br /> I I 0 'I IE= 76 00 � I a
<br /> / I I O PUBLIC WATER SYSTEMS
<br /> 1 MH7 I o SSMH2 k
<br /> STA i �� 4O FIRE HYDRANT ASSEMBLY PER COE STD. DWG. 507, APPROX. N
<br /> 19+93.76, 22+59.8.�, 5.55` 6"DI LENGTH PER PLAN
<br /> 12
<br /> 00 10300SF I"WATER SERVICE AND METER PER COE STD. DWG. 501. SEE
<br /> 483- S$h zo c0 f S= 0.0251 RDAD 41+pp _ S ,� SS gg WATER METER TABLE ON THIS SHE. y
<br /> 1p55
<br /> sF loa W^� W W 41LF 8" (PRIVATE IS S a`bb S9F 2+o _ tps6lsF 6�PUBLIC UTILITY EASEMENT z 3 0
<br /> 1 483.0 Q WI W W VY°' W W W W I 483.0 I O7 BLOW OFF ASSEMBLY PER COE STD. DET. 511 > m $
<br /> INT 20+00.1 I ROAD B p l rr 10 I a
<br /> _ +02.2 ROAD E _ a. - ca - - -a ^ �- 1,056 SF
<br /> as
<br /> 55 - -- d o a a 483.D
<br /> _ INT 22+53.69 ROAD B I LEGEND m
<br /> 1•p8 a, A _ - \ _ _ _ +22.41 ROAD C a C
<br /> 483.5 IA _78- 1 47Z98 R=28 / I • J� f76.36 6 R={g' 9 I SD STORM DRAIN
<br /> 2 (TYP.) i
<br /> TYP. E=476.5 4a o 476.03 ■ SO CATCH BASIN o
<br /> EA - IE 476.24 IE 47Z28 148 SF z
<br /> 57 IE=477.92 77. R=30' I=476.68 I 483.0
<br /> 105 SF 59 60 61 1 2 3 to SS SANITARY SEWER MAIN(8"PVC TIP.)
<br /> o e
<br /> a
<br /> v 2,179 SF 1,291 SF 1,291 SF 4 5 6 D' 1 y. °
<br /> 484.0 11,757 SF 1,291 SF 1,291 SF 1,29�SF 1,84g 1,291 SF 1,291 SF 1,607 SF 1,056 I STANDARD PRECAST MANHOLE 4gLEL�KC�
<br /> 483.5 483.5 l 483.5 483- - a 483.5 483.5 483.5 483- 483- 483.5\ • ° I *° -------- SIDE SEWER SERVICE '`
<br /> -
<br /> SEE C4.05 STA 20+05BS9B-6.99 RT SEE C3.02 STA 22+47++ =56RT SEE C4.02
<br /> rw SIDE SEWER CLEANOUT z
<br /> (1)8 x8"DI TEE, MJxFL (1)8 x8"DI TEE, MJxFL W WATER MAIN(8"DI TIP.)
<br /> pE,
<br /> (1)8"GV, (1)8"GV, WATER METER TABLE ---- WATER SERVICE 54944
<br /> n
<br /> (i) THRUST BLOCK (1) THRUST BLOCK Cl CT 9Tfl��2
<br /> LOT STATION, OFFSET JR FIRE HYDRANT CNAt, lry�
<br /> STA 21+5Z 78, 10.69 1 STA 2l f 56.99; H.Se'RT 57 STA 33i36:99;-1�6B'F STA 53+51.48, 16.36 O UTILITY CROSSING,SEE TABLE BELOW
<br /> STA 21+61.27, 10.42 2 STA-+59-99F-7-H5B=-!tf m STA "^"".zor�o-moo,-'r'rSeirr STA 20+31.53, 11.01 THE AS-BUILT INFORMATION
<br /> STA 21+90.02, 11.15 3 STA 2h 86.99, 111.76'ITT 6o STA "zm-ro-ro, 11.5e'RF STA 20+4723, 11.34 XXX FINISHED FLOOR ELEVATION SHOWN ON THIS PLAN IS PER
<br /> A FIELD SURVEY PERFORMED
<br /> STA 21+92.42, 11.01 4 STAz^7•+3i-99;-H-SB'-R1= 61 STA3Bi 49.48, H-.5B=-ItF STA 20+51.11, 11.06 BY MEAD GILMAN ASSOCIATES
<br /> STA 22+21.24, 12.38 5 STA 22f261.99, RT 82 STA 3Bi-7-8.5B;-f1-5e,RT STA 20+78.65, 10.75 NOTES: AND/OR RECORD DATA
<br /> T 1. ALL WATER AND SEWER IMPROVEMENTS SHALL BE PER CITY 0 PROVIDED BY THE
<br /> STA 22+24.17, 12.60 6 STA 2202z zo 9, ff.5"Rf: 63 STA "" 1..-o,�9,-�.6o�m STA 20+80.62, 11.24 EVERETT WATER AND SEWER STANDARDS
<br /> CONTRACTOR.
<br /> STA 32+74.58, 16.81 8 STA32+-L.�8--1 6B�-tF 64 STA 2Bi49.FE,-'F7:6B=tF STA 20+50.73, IZ17 2. PROVIDE INDIVIDUAL WATER METER AND SIDE SEWER SERVICE
<br /> STA 32+42.67, 18.01 9 STA 65 STA 26165.4P;-97:66=tF STA 20+6Z27, 16.11 TO EACH UNIT.
<br /> 3. WATER METER BOXES SHALL BE TRAFFIC RATES WHEN
<br /> STA 32+40.39, IZ94 10 STA '""''"ELT 66 STA-29r68-7-2-, ! -919'LF STA 20+69.23, 16.19 LOCATED WITHIN OR ADJACENT TO DRIVEWAYS.
<br /> 4. TRACT 999 SHALL BE RECORDED AS ACCESS EASEMENT AND o
<br /> STA 32+14.28, iZ64 11 STA 32-f- �8;-1 6B=tF 67 STA 26119A 7-2; Tree-LF STA 20+98.82, IZ54 SANITARY SEWER AND WATER EASEMENT IN FAVOR OF THE -
<br /> STA 31+96.65, 1Z11 12 STA rr 68 STA 21""".z-rvo-72L, 17,,0 'Ef STA 20+99.84, 1Z48 CITY OF EVERETT WATER AND SEWER DISTRICT. z
<br /> x
<br /> STA 31+94.05, 1714 13 STA31�,Ii,.e6tF 69 STA-2LH 59.�+, fT.BBtF STA 21+39.09, 18.35 3
<br /> STA 52+71.96, 16.61 52 STA 34+7B:61, 173E=-RF 70 STA 2f+#3-F4,-1�6e'Ef STA 21+42.04, 18.22 �
<br /> STA 52+74.66, 16.67 53 STA `"1 7.ART 71 STA 2i+7.'d-97:96'Lf STA 21+72.79, 16.40 z
<br /> STA 52+89.71, 16.93 54 STA3?i-89.81,f7-.6 STA 2t+ 6B=-tF STA 21+74.88, 16.80 0
<br /> STA 53+18.85, 16.71 55 STA 33+fi8:8i--i-3l'.66=RF 73 STA 2.14 ea;l;' l Aee,-r'r STA 22+03.99, 16.84 N
<br /> STA 53+21.99, 16.68 56 STA-,-Xf- �r-w-�m 74 STA22y-6E-7i-h.6B=tF STA 22+06.08, 1Z40 m
<br /> 0
<br /> p z
<br /> Z U L1J O
<br /> O
<br /> al m¢ �¢ I•
<br /> 490 aE�o o;¢ m�10 490 J
<br /> c5 o N rn o o EXIST. GROUND ELEV. ++ cd EL7cr
<br /> 9 ocym +oa AT ROADWAY q NN> o a
<br /> 485 `a' FINISHED GRADE I-" - -____-- --------_--_ 485 Z
<br /> z lid AT ROADWAY CL Z II w --- - �
<br /> Z z
<br /> -2.04% 0.75% .9;A 1.98% 0.91 O O
<br /> S a
<br /> 8"x8"DI TEE 8"x8"DI TEE TOP=479.05 24 � ��H � 'g 7
<br /> 480 TOP=477.05 -__ O TRACT
<br /> 480
<br /> O -- _ -- - -- --- _ _ _ - - - - - - - 999 =__
<br /> ROAD m w
<br /> --87DLWAIEB MAIN- - - -- - - - - - - - - - _ -y - - - - - - - / TRACT 998 25 77 6 00 o
<br /> 475 - - - - - - 475 / 30 O/ 2 Z o RACT997 31 Q B3 a ROA A
<br /> CLIENT
<br /> SSMH7
<br /> RIM=482-65-482.71
<br /> IE(W)=+74.ff IN)474.76 266LF 8"pVC 3s as PACIFIC RIDGE HOMES
<br /> 0 470 IE(E)=+7+Bf(IN)474.74 S-B"8�56 470 ) D ===I� 17921 BOTH
<br /> ELL-EVERETTOO
<br /> HWY
<br /> IE(N)=4#Ff(OUT)474.56 0.0251 / - 37 SUITE
<br /> IE(S)=474.64 59 BOTHELL,WA 98012
<br /> SSMH2 - (425)438-8444
<br /> - RIM=482.65 482.38
<br /> IE(W)=+6f9E(I N)46 Z 94
<br /> - 465 IE(S)=46f9P(IN)467.89 465
<br /> IE(E)=#69:62(OUT)467.83
<br /> 460 460 1KEYMAP NOT TO SCALE
<br /> CIPIH
<br /> CONSULTANTS
<br /> i m SRe Planning•CIA Engineering
<br /> Landscape ArchBecture•Land Use Consulting
<br /> 11311-B NE 1101h Sheet
<br /> n o
<br /> EXIST. GRADE DRIVE
<br /> an ua WA 98M4 Hz5I2as2a90
<br /> 455 FINISHED GRADE®DRIVE¢ 455
<br /> o s N I.e t"_WA WA 9MI•(509)2917731
<br /> c P h c o n s u I t a n t s.c om
<br /> m O O O 0 O N a h a N O 0 O n O O
<br /> �i r'i N cai o N o ro"'i "j I� uj iy vi N vi N vi N h N h M h PROJECT N0.
<br /> 0132-21-028
<br /> v 0 5 10
<br /> DRAWING
<br /> 19+60 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 VERT. IN FEET C4.01
<br /> �0 4 0 20 40
<br /> o-
<br /> HORIZ. IN FEET SHEET 27 OF 45
<br /> a C. --t 0-2 cvn conseiceeu,uc.All Rl-Resemm.
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