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N N N IE 12"CONC.:95.13
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Li aT I IS 12'ADS:94.45 SW1H 1/2 OF R1E NE 1/4 d' THE SE 1/4 $TA 12+J1.8/ WSTALL N
I- srA:fo+I4.Jo, 1z.6] LT 1 �I I SEC. 3o-1J-D5 ce R w/salD Lro SCALE 1" = 20'
1-8'X6• TEE (R)
Reh8SJB I EK 510+ /1 STA: 12+81.01. A91 Li
WV9A45 18' (5) I I I dI STA ADJUST
TO 8, MAX14 1-a• ADAPTOR (MJ) RALWvmt s.6
D I I E SSMH ro DE 9514 1-6' GATE VALVE BLM) INV=129.60 18• (E)
{ Uri' FWINIG SSMH 668-I RIM.99.83 1-fTIDRANT ASSEMBLY O I INV=129.60 18' (W)
I CONNECdw IE 8"PVC E 92.23 12%ONC STA 11+90.09 15' SEWER EASEMENT PER 'SB1 PEN' L. INV: 1R 'p 5 /g) SURVEY LEGEND O
I II IE 8"PVC E9223 IE=121.6J RECMMI. N0. 9612191465 1-8 x6' VFRBCAL CRO55 30 L°ivER EASE/AENT
IE 18AD5:94.48 BEGIN TAPpt 10
II II 1 SM 10+35.04 IE B"PVC S: 92,03 M. FOR PoLYPIG STATION REC, N0, 9612191465 TRAiFIC SIGN
111E 18' d O TIE, 102.00 IX' STORM AND G� SECIKIN IX S$MH /z aLINO RANGE O
8.92E I B N ANAL LINE
iAC�MOMNTERm siA 12+1A16, tx 5' RT THRUST BLOCK ROWER ROLE N
STA 13+50.00 END h
STA 10+I1.00 Cr LTOT -I - - - I'I i III D ONByDRNE7TAY afi (r7P) ADJUST M WADE 12,E J EX. CB RIM:143.19 20' NAMMERNFAO
1 EX. SSMH 668-2 RIM, 128.1 STA 12+J]AG 9.59' LT
ERS STA10+51J8, I.53Li IE 8"PVC E110.9} 1-1• DOIIESIIC WATER IS 18"ADS EIM 79 SECTION pd VIV WATER VANE
IXISTING WATENAWN 1 - - - - 12'CONC. STRl4CE IS 18"ADS W 139 69 BEGIN 12' GRAVEL D WATER METER
SEE DETAIL BELOW 1 dV9S10 Ia' (FJ �_T1Tp}- IF WPVLW:11➢.IJ R(yQIT�_ ACCESS SECTION_ J W1.1
15' UTILITY EASEMENT FIRE HYDRANT
ADNEX 1D GRADE 87 42 - REC. No. 9612200370
E%. SOMH RIM:#] 42 - - - - - - 1- - - - - - lB ®GV GAS VALVE
IE 12 ADS N:93.62 I" I 1 I I I. I I D BW 120.00 TV 13400 1 I I L _ _ TW 14L31 TW 15000 / STA: 13+6486 $TA:f3+]4.9; 6.21LT
IS 18"ADS E: 93.62 ' fr I I I- - - I - - I - - - 9wIi1800 - e W 136.00 BW 14A00 " "/ " 1W-152150 RBU 148 ]0 I OD STORM DRAM MANHOLE
IE 18'A05 5:93.42 - 1W 540 TW OD T}Tly BS \ M 12834 \ \ \ TW 144.J1 \ ilY 14BJ2 / ENO W ❑ CATCH 8451N
I 1 ew 144.0 ew mi.`e \ '� nazs� ^ \ \ 136 00 \ \ ew 15z Ixl
_8 BW 1�A0 16.00 = J l� Bw 124 °x°"��x Pt-ax y W �� o W 140.00 \
1 \ I /'{ J / om ' _ a 14B.00 5 SANITARY SEWER MANHOLE
GATE VALVES REMOVED - - \ OIF OH O
PER WATER L�
DEPARTMENT. WET TAP 51 \ \ - FIR TREE (�
REQUIRED.
9+ \ 1 1 - m p _ m T m SEE SHEET 6
PER
STA 10+21B2 m/ e �NIWUAiI(N! o COTTONWOOD 1REE O
BEGIN 16' LOT 2 -\ Is '� 4°=i 1:fl i 4 \ m 5 F 'J F `a A 1 / `� -\\ �� a.'. \\ �s / / s / �_ ALDER TREE
Y #W.080� I- \ \ \ry s / ms \ws- / ws5 nSEn-^cn5,-(Ln -^s�ws ws/-.._ws� x- /ws-us- {r+j AMPLE TREE
12 OF 1B• d e I I - , 1- \ \.. \- \ �tii
8„ \ \ \ \ I \ _ \ \\� \ / \ \ \ CEDAR TREE
371E 1810 � 5 I Q \ � �\\J'� \ \\ \ \ \ \ Tw t4%Sl \ \ �$TA f4+J200 J
4.1)l - / \ I \ \ ` \ £� \ \ \ Bw 140.00\ \ STA`I3{42.95 \ \ \ EIN) 12' \
\ \ \ \ \ \ \ \ \ \ \ \ -\ \ \ \ \ TW 144 5O- \ \ p � ACCE / TREE (UNSPECIFIED)
w STR10+1&81, IaM RT 9 \ I g 2 5 LiSb \ I dLVN W/ I \ \\ 1 \ \ - 18"III 3942\\\ \ `ENITULL \\ \ BURS SECR(M \/
z R6B9ao] 1 I I \ I\ '^ 1 \ 1e`Ls \ \ \\ \ w�13B06" \ \ \ \ \
Q BIV=8121 12• (E) - •wLT � -a STA / 6415 1 SrA 12+20.00 \ \ \ \ `, - - \ - \ \ \ \ \ \ \ \ \ \ \ \ / \ PINE TREE
INV 9286 IB' (N) - I T� 1 tl. \ \ \ "' \ \ \ \ JX12" ,\ \
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w J,5 LF 12' d O - . I\. \ IE 94.s (W) \ \ J LF 1Y PUt♦' PIPE \ I 1• TER Af \ 9. w E \ \ \ \ \ 1 1
3.69E Y�qC+' I O T6.61F \ A V8+88. \ M wALL \ \ \ \ II
SEE DETAIL SHEET 8 \ \ I ) PER SID PIO.5 \ 1 \ \ \ \ 1
/ PRV PER STD J40.5 \ \ \ (OESI BY DINERS) / \ 1 \ P-OVERHEAD POWER
W I I E4 i I I I / I \\ Lbw\t OQo % 2 D> ,6. y/ / / / / \ S 1 mac A
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130 / / / Sra zo+aaos f}tr�, ,/ / / �\ \ rNov,vr I
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I' V 6 QI E/�135. -WATER
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ds / / / Jl sD ftFANae I I / B� NW BOUNDARY
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AFISAS PIPE CROSSING TABLE
6 / I/ / I l I / Q \ / \ am 891.93
6" 10" / / / / l I l l I 10/ 1CU2 10- - \� v I 1 12' SO BP 9d86
3.1 MAX. (IYP) / / / / / I / If Q / 12°ALDEq `A-
12. 6.. / / / / / / / I I / / / i i f/�� I Imo' T 8' W 7P 91.93
I I I to" / lI / l l I / / /1n° �8'SS Be 9280
I RETAINING WALL LE
1.25
HEIGHT OTHERS (CUTICLE
B 1 f 1 / / / l T 2 / l l l l a °\ / / A � 8' SO BPam W 7P 2122.25
INDICATED ON PLANS) 2_7- I ) / / 4 197 SF
110' / / I I 1 / / 2` `X_ 1 \ 8' SS 7P 114.01
vvv 14'MAPLE I ( / / / / / I I 1 V I \ 6' W BP 119.35
I--- -� --1-----1---�-_ \ 5 B'ss 7P s2sa
6CRUSHED SURFACE
---
12" l- I / � \ \ \ I 12' SD BP 94.02
" � 1
I - TOP cOORS C-C GRAVEL ACCESS SECTION COMPACTED - - \ I I I \ 24" \ \\ \ 5 s . \ - O 8' SS 7P 994.8
COMPACTED
Q I /16" 1 1 6
\ \ 1TH F BP 94. AROUND
I I xrs 10°PInE '-�. IT't�5��630". I \ \ \ I
� 145 \ \ \I I *ADD
CROSSING 2,WHCH
I I \ HAS LESS 714AN 1'
EMI TM PRI \\ \L SEPARA77ON
P/L I I 30, 1 A/C 1 I I I \` \\/V o OW) \ \
8 8
SEE STRUCTURAL 140PfIOPOSED 0 140
u =� + n
RETAINING WALL - -- - - - \ +
FoDESIGN BY OTHERS 11 MAY. (iYP) -
It (CUT/FILL HEIGHT 3.1 MAX. (TYR) 5EE STRUCTURAL
VARIES AS INDICATED 16 RETAINING WALL 311 MAX. (W)on PLANS) (20' AT TURNAROUND)) DESIGN BY OTHERS \H.20' y - �` p
`\ (CUT/FILL HEIGHT 135 \ \ 0 IJR „J - [� 12U 01
"WHMOr Rl U. 12• MAIN 1� il% VARIES ASINDICATED
DPIANS) \ 'S'WIICKENEO EDGE 3:1 MAX. (IYP)
SEE STNGCWALL IN 412801
SI aLA FORCES PER COR DESIGN B WALL 2__�
S SAD PLAN 300.] DESIGN By OTHERS \ \ R p
I-31"x8"TAPPING TEE (hUxFQ Am HOMIXEDT (CUT/FILL HEIGHT \ I\-412U05
ASPHALT VARIES AS INDICATED \ /
$ rr X LOCATION ON PLANS) 4" HOT MIXED 130 130 Z
E SOUSED B" ASPHALT ` IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1_8' GATE VkW (ELVNUf WATER LINE NOTE: 6" CRUSHED SURFACE _ • Q
INRIISi BLOC( COMPACTED AT STA20+201 DRIVEWAY
6" CRUSHED SURFACE TOP COURSE J
TOP COURSE SUBGRADE WILL WIDEN TO 20' B-B HAMMERHEAD SEGTIO COMPACTED , DEVELOPMENT ENGINEERING
su6crrADE e O WATER UTILITY O
WATER CONNECTION DETAIL OF EXIS. LOCATION
EWE AS - - msippo 10/14/2020 agafour 10/15/2020 W
urs APPROX LOCATION OF EXISDNC SEWER SEE STRUCTURAL
PROPOSED I6" LINE (VARIES) RETAINING WALL 125
STORM GRAIN LINE q-q LOT 2 DRIVEWAY DESIGN BYOTHERS 19+80 20+00 21+00 21+25 w
(CUT/FILL HEIGHT HAMMERHEAD Know What's i)eloW. SURFACE WATER UTILITY O =
VARIES AS INDCATED
ON RUMS) HORIZ. 1"=20' Li
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ENGINEERING & SURVEYING ✓ ��rw TE
sDM SUMEYED m"` 1"-20' xa w'NA)I&Kolsaa �09/02/2020
CITY OF
Western Washington Division 5 x@ B8 -A\ p CIyER)E LANE °°®4"'N/A
$ 165 HE Juniper Street, Suite 201 •Issaquah, WA 98027 •Phone: (425) 392-0250 •Fax. \ E N TO N NIA
(425) 391-3055 "� 69sY4 _ T� pATUMMENINNG NO
Eastern Washington Division �@81yF6�\ 'v 1. RENSED PER CITY COMMENTS EDM 09/02/20 HEM Rm Edl � Panning/Building/Public Works Dept, GRADING, DRAINAGE AND UTILITY PLAN (WEST) IF NOT ONE INN 20521
407 Swiftwater Blvd. • She Elum, WA 98922 •Phone: (509) 6]4-]433 •Fax: TONAL ' NO. REVISION BY DATE APPR lemm,m' g"O "S0M"0L
(509) 674-7419 09/02/2020 NEM 5 �13