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SSMH3 PTN. OF SE 1/4,SE 1/4 OF SEC 18,TWP 28 N, R5E W.M. o
<br /> 1
<br /> STA 30+6019, L 1 SMH2 CONSTRUCTION NOTES m T.
<br /> STA 34t16.31-6fF LT INT 32+37.92 ROAD C
<br /> INT 3+53.43 ROAD
<br /> C 32+16.76, 6.04' O TYPE ID. MANHOLE WITH STANDARD FRAM AND COVER PER
<br /> = 42+53.43 ROAD D =22+53.43 ROAD B COE STD. DWG. 605 AND 611 0
<br /> 22 21 20 19 18 1 16 _ � � I � Z' I 6"PVC SANITARY SEWER SERVICE W CLEANOUT AT BUILDING n
<br /> Q5 SF 1,056 SF- 1,056 SF 1,156 SF foss SF -i SF 1,381 SF O 14 13 / 12 11- 10 I ¢ a�a 2 /
<br /> 8 0 �48 0 481.5 481.5 48L5 481.5 48.0 482.0
<br /> 1,386 SF 1,056 SF 1,056 SF 1,056 SF 1,056 SF 1,056 SF 1,056 SF fob SF 24�=' I e p O CONN. PER COE STD. DWG. 604
<br /> \ I 48.5 482.5 482.5 483.0 483.0 48 0
<br /> IE 475.08 I-47.09 4 0 0 483.0 483.5 483.5 i a �-" O PUBLIC WATER SYSTEMS
<br /> TRACT 998 I � I �\IE 76.40 IE- 4.93 1=475.15 IE=475. 5 1= .41 IE 475.75 IE-475. 0 IE- 6.04 i I I o z 3 k
<br /> (CRITICAL AREA) I \ / 2 (TIP B 5 (TIP.) // 1 476.23 IE=4 5•94 IE 475.84 + o 4O FIRE HYDRANT ASSEMBLY PER COE STD. DWG. 507, APPROX. m
<br /> a 493 SF d 476.33
<br /> 6 / oN 6"DI LENGTH PER PLAN
<br /> j a
<br /> LAMPHOLE4 I _ a y I_ SO 1"WATER SERVICE AND METER PER COE STD. DWG. 501. SEE
<br /> STA 30+106P 6 37 LT I I I' ° •re ' #•I ;a • $ -- a `°a� 6_ ° o N W W 3 WATER METER TABLE ON THIS SHE. Q
<br /> z
<br /> I S 157LF P Iq, 11 ° I I; • ,I • ° I v~i ' Q 3 0 6O PUBLIC UTILITY EASEMENT 0 3 p
<br /> SS ROAM C SS Sg I 'I I w = o O7 BLOW OFF ASSEMBLY PER COE SID. DET. 511 w $
<br /> SS
<br /> Zr, I T
<br /> ' LEGEND
<br /> O7 STAB+ -B�-5-9� I o b, SD STORM DRAIN o
<br /> (1)2"PE CAP, / / I I_. p ¢3 '• -- - r
<br /> IMJ =20' � 3 ° •1 � I SD CATCH BASIN Z
<br /> N
<br /> R=20' R=fO' 6 A -� o � � �SONT$ �OR TO SS SANITARY SEWER MAIN(8"PVC TIP.)
<br /> V 1,607 SF _ t OOR IN WITH
<br /> 1 �'01?,;
<br /> TF STANDARD PRECAST MANHOLE
<br /> ' L /7 R-27 jk ECI
<br /> 24 I TA 33+ .85, T T C NNE T. CITY 4 WAs 6
<br /> I I I 481.0 75 M Q 5 \ F RETT WATER --------
<br /> � s s CONN. TO EXIST. I m SIDE SEWER SERVICE
<br /> 4 ^3 I I 12"D(WA'ER j
<br /> 1 -- 1,475 SF /1408� 1,291 SF i \ ° 0 S WORK BASED w SIDE SEWER CLEANOUT z
<br /> I / I 480-5 I CST ESTIMATE.
<br /> 25 / 483.5 483.5 Q W WATER MAIN 8 DI TIP.
<br /> � _ _ I 1 i 7 \ a I � C 0 INATE TO (" )
<br /> 1 a
<br /> / I 960 SF .ol i,07 / 73 - \� 1 1 RD TRENCHING ---- WATER SERVICE
<br /> 481.0
<br /> 0 I °a ' I 102a SF •I I. AND LITY sy.
<br /> li
<br /> 480.5 r 483.5 ,/ I,, \I A4 TC MG WORK. ft FIRE HYDRANT
<br /> LOTS 21 THOUGH 23 SHALL SEE C4.03 30+71.75 6.45' 31+45.60, 6.33' SEE C4.01 �srA + •.4; 'RT
<br /> HAVE SERVICE CONNECTION TO STA 36riz"-$�-Ts'r'RT STA 31-h}5.-9B;-5.9s RT OX UTIUTY CROSSING,SEE TABLE BELOW
<br /> 2"PE MAIN PER COE DET. 513. (1)8'x8"DI TEE, MJxFL (i)FH ASSEMBLY 4 (1)8 z8"DI TEE, MJxFL THE AS-BUILT INFORMATION
<br /> XXX FINISHED FLOOR ELEVATION SHOWN ON THIS PLAN IS PER
<br /> (1)8"GV, FLxMJ (1)8 x6"DI TEE, MJXFL I (i)8"GV, FLxMJ WATER METER TABLE A FIELD SURVEY PERFORMED
<br /> TAP 8"CAP WITH 2"BRASS (1)8"CAP, FL (1) THRUST BLOCK
<br /> (i)6"GV,FLxMJ LOT STATION, OFFSET BY MEAD GILMAN ASSOCIATES
<br /> NIPPLE AND 2"PE GATE VALVE (1)2"TAP TO 8"CAP 25 LF DI SPOOL NOTES: AND/OR RECORD DATA
<br /> PER COP STD. DET. 511 (1)2"PE GV STA 22+21.24, 12.38' 5 STA """"'"^ ART 18 STA 3B+9B-7$-1�98'LT STA 30+90.27, 17.14' 1. ALL WATER AND SEWER IMPROVEMENTS SHALL BE PER CITY 0
<br /> (i) THRUST BLOCK PROVIDED T THE
<br /> (1) THRUST BLOCK I STA 22+24.17, 12.60' a STA____:__ TRT 19 STA 3Bi-F4r�8r-}�:B�LT STA 30+74.43, 16.63' EVERETT WATER AND SEWER STANDARDS CONTRACTOR.
<br /> STA 32+76.20, 16.82' 7 STA '"""�zrro-io=r'ro�LT ze STA 3B+ii1c78;-19:BeLT STA 30+72.91, 16.80 2• PROVIDE INDIVIDUAL WATER METER AND SIDE SEWER SERVICE
<br /> TO EACH UNIT.
<br /> STA 32+74.58, 16.81' 6 STA '""�zr,-3-+oTr.6v LT 21 STA '^""moo.-.:=ro, P.99,LT STA 30+42.98, 16.76' J. WATER METER BOXES SHALL BE TRAFFIC RATES WHEN
<br /> STA 32+42.67, 18.01' 9 STA 424"++'�o,=r�o�LT zz STA 3Bi•39�'8;-N:9�LT STA 30+40.35, 16.77' LOCATED WITHIN OR ADJACENT TO DRIVEWAYS. z
<br /> 4. TRACT 999 SHALL BE RECORDED AS ACCESS EASEMENT AND 0
<br /> STA 32+40.39, 17.94' 10 STA 3�o�LT 23 STA o0'LT STA 30+24.15, 16.76' SANITARY SEWER AND WATER EASEMENT IN FAVOR OF THE 15
<br /> -
<br /> STA 32+14.28, 17.64' 11 STA 32112.7&,1 00'LT 24 STA 33-I.9936,f'�BB'LT STA 42+08.84, 17.21' CITY OF EVERETT WATER AND SEWER DISTRICT
<br /> STA 31+96.65, 17.11' 12 STA 3i-rso-.o--n-o'LT 25 STA 42-I-B636r-P..99,LT STA 42+06.69, 17.27'
<br /> 3
<br /> STA 31+94.05, 17.14' 13 STA 3f+93-78,-7.66--LT 73 STA eO'LT STA 22+03.99, 16.84'
<br /> STA 31+63.62, 16.28' 14 STA 31+6+F8,-t� -BBLT 74 STA z221 e6.70, fF-..ee'LT STA 22+06.08, 17.40' o
<br /> STA 31+62.37, 16.80'F16
<br /> STA 31-1-61--79r-1�B0LT 75 STA e'RT STA 42+05.12, 10.99' 0
<br /> x
<br /> STA 31+21.76, 16.56' STA 3a-1-z^9r9-7;-t BB-LT 76 STA+2192d9;-i-iaB=RT STA 42+03.10, 11.07'
<br /> STA 31+20.40, 16.39' 17 STA LT U 0
<br /> 0
<br /> p z
<br /> CID
<br /> LU
<br /> an _
<br /> ON O
<br /> 490 s�1 N
<br /> Q >
<br /> �o� oo v�h �¢(�p 490 Q � W
<br /> M MLLJ
<br /> EXIST. GROUND ELEV. �Nro how a
<br /> / ++a AT ROADWAY¢ z`"w v1w w
<br /> �/ \ W IIW -- ---___ _--qe
<br /> 485 Z w FINISHED GRADE _------ �• - 12"DI MAIN 485
<br /> \ AT ROADWAY CONN. TO EXIST.
<br /> Z z
<br /> PROPOSED WALL \ -2.00% / --- - _ --- TOP=481.71
<br /> J
<br /> ---- __---_ 1.01% Q-
<br /> \ / 8 z8"DI TEE - � 24 ^M 98 7 U k
<br /> 480 \ / 0 - �=
<br /> / 8"x8"DI TEE TOP-478.19- 480 - J
<br /> \ Q T"x8"Of.T E 8"x6"DI TEE TRACT 999 ---
<br /> \ I TOP_477.65 - - _ _ ROAD? m w
<br /> �01 WATER MAIN _ __ _ _ - TRACT 998 25 77 76 6 N
<br /> 2"PE�YgTER MAIN - - - / 79 Q w \J o
<br /> 475 B� 475 30 O 82 71 1 Z
<br /> \\ QF6. RACT 997 31 Q 83 70 ROADA '¢w
<br /> 64
<br /> CLIENT
<br /> O�SOD / 36 88 65 60 PACIFIC RIDGE HOMES
<br /> 470 LAMPHOLE4 157LF470 / _--_-i
<br /> 17921 BOTH ELL-EVERETT HWY
<br /> o RIM=482.28 +56LF 8"PVC SUITE 100
<br /> IE(E)=476.71(OUT) 131LF 8"PVC L - 37 N m
<br /> SSMH3 S-B-B87� c v •n"u( u1 59 BOTHELL,WA 98012
<br /> RIM=46fi�481.18 0.0079 - (425)438-8444
<br /> 2"PE CAP IE(W)=46949(IN)469.22 SSMH2 S_-ems
<br /> TOP=475.98 IE(S)=469.WIN)469.29 RIM=463.65482.38 0.0069 SSMH1
<br /> 465 IE(E)=46969(OUT)469.17 IE(S)=467-.92(IN)467.89 IEI(W)-=466-84(IN)466.93 465
<br /> w IE(E)=467r6?(OUT)46783 IE(S)=466.74( C P H
<br /> IE(N)=466.74(OUOUT)
<br /> 460 460 KEYMAP NOT TO SCALE
<br /> CONSULTANTS
<br /> i m Sete Planning•CIA Engineering
<br /> Landscape ArchBecture•Land Use Consulling
<br /> 11311-B NE 1101h Sheet
<br /> EXIST. GRADE ADRIVE R anlooa WA 9S034 Hzsl zeszWo
<br /> o FINISHED GRADE®DRIVE¢
<br /> 455 455 101 south
<br /> o Y we Ave re c9
<br /> Weutche WA 9MI•(509)2937731 www.c Phconsulf9nis.com
<br /> t\ .� t7 h e1, V N ^7
<br /> u>uD "o vi vi vi vi vi PROJECT N0.
<br /> o0m ro m ro ro N m N N N N •') M ro m N W
<br /> �a a v•oar v� v� a v v `�� `*� `r� `*� `*� `*°pr `r�r `*ter � � �v v� v v v 0132-21-028
<br /> v 0 5 10
<br /> DRAWING
<br /> 30+00 30+40 30+80 31+20 31+60 32+00 32+40 32+80 33+20 33+60 VERT. IN FEET C4.02
<br /> �0 4 0 20 40
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<br /> HORIZ. IN FEET SHEET 28 OF 45
<br /> a Cail Balore wa�e. 0z 2cvn cons"¢anu,uc.Allnihke Bosamoa.
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