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SSMH 5A
STA. 4f79, 5'L T
429. 32 RIM 429 68 i (IA TCH EX.
(E)421.47 8" PVC IE �2.55 (OUT)
6 "S= 421. 52
6'NW==421. 52
PROVIDE ASPHAL T
APRON AROUND CB
EX CB
423.44
RIM
E=421.41
12" IE 419.59
W
NE=419.34
SW=419.29
,
5, 5UH 5
STA. 4-1-3
STD. MH ';9
430. 00 R/M (A TCH EX.)
VW) 421.20 8" PVC /E �2 (IN) (E)
SE) 42 1. 10 8" PVC /E (OUT) (W)
POTENTIAL FUTURE LOT LINES
i
R 3, R=37'
A
- - � -__ _a .4 8-per. •.��. � / �' j �7
6 8. 057� 0. 056 ; - lb ��.... .00 s __
♦ `� REMOVE E i
"- ♦ � ,z' � \ CUL VERTS
W 8 X6'PVC TEE - � � Cp
W1 6 CAP � ♦ �,
Q \ STA. 2f 77, 18' RT
- ,; �, RlM 43(z 6 434.55
*-4 NEW 0 A �.? I4 12" IE 4:5� 3} (N) 43360
Q TYPE 1 ♦� ��� / ��� 6" lE 43 B (NE) 432.64
STA, 4180, 15.25' RT ♦ R r (SE 121St 7 - O 32.21
-STA. 3f00 S;.)- E 4
RlM 428 0 428 78 STA 3 00 (138th A �E S E�S) 432.17
STA. 4*57 135. 91 ' RT
A
033.884.003 96A89 17. 67'LT
.6047.42
6 N=447.74
SSMH 4
STA. 4f57, 5'L T
STD. MH 48 o
RIM -44C f (M; TCH EX.)
447.13
8" PVC IF #342
(NE) 433 38
PROVIDE KNOCKOUTS (NE & SE)
(SW) 433.06
(NW) 43317
---- PROVIDE ASPPALT THICKENED EDGE IN
LOCA 17ON Or EXISTING EDGE OF PA VEMENT
AND FILL IN ADJACENT DITCH. (TIP)
--ABANOCN EX. Cl/L VERT
Q 12" 1E 4i6f 56 (E) 426.43 � �� � � NET'/ 6 CS (i
(W) 426. J2 , 005 1,. sr�
STA. 1f90, 15.25' RT IUEW CO
�„ 99 ♦ oA INLET
ET 2 �� P 00 �h ♦ FAQ RIM 44841f 439.47 TYPE 1
♦ 0 12 " lE 43E-7 E 437.12 L OCA 7F OVER EX CUL VERT END
STD MH04 ; 0.5LT Igy� A� ♦ 6?� (W) 436.84 STA. 7*19 19.65' FT
( HIM t 44�: 74
S 416.76 8; PVC IE Al OUT \\ ,; `/ ` �¢VVF �>2" 1E 4440E (MATCH EX.) (E) 443.74
() 426. 6 RIM �-z�t MA TCH EX.)(S
(NE) 416. 91 8 PVC 1E 4�-7 (lN) ))(NE�
OUTFALL B STA. 2 �. G6 1 107. 9LF 8'" PVC §0..O 22
19.93' RT--____-- Ofcc
12"1E418 - --- --
431.93
E 7TH PL. _ SSMH 3
S.E. 121st ST. )
o l _ STA. 2,197, 5'L T (1387H) �I /
57D. MH 48 ;0 i
RIM 4:U 5f (MA TCH EX.)
k 8" PVC /E 4:?& 59 (lN) 433.69
ak 8" lE VC
AE 9E P)UN) (W� 420. 47 L PRO ASPHALT SSW 8
�T
' 20.54 APRON AROUND CB (TYP
_ DROP PER C.O.R. 57D. PLAN 9075 (SE) 420.5
(NE) 420.49 STA. Of 13 5'L T
(NE) 426.74 STD. MH 48"�
(SE) 426.49 I, 454.29 RIM 4, 3f (MATCH EX.
SS/Y/H 6 (W) 445.. 61 8" PVC IE 5 (OUT)
* LOT 7715 CONNECTED I SSMH 7
TO EXIS17NC SEWER SYSTEM I 8 X- 6" FVC TEE W16" CAP STA. 2*07, 5'LT
STD. MH 48" 0 STA. 1 *20, 5'L T
CON17NUE ASPHALT THICKENED I PROVIDE 12' WIDE NEW PAVEMENT SEC77ON WITH RIM -496;L (MATCH EX.) 439.56 57D. MH '10
EDGE TO TOP OF EX. DITCH ASPHALT THICKENED EDGE ALONG WEST SlOE. 8„ PVC lEriE (lN) SE) 431:86 RlM f (MATCH EX. 446.10
8 PVC lE 4fr (OUT) (NW) 431.69 8" PVC IE 2 (OUT) (NW) 437.60
lE 410. 0 (NE) 01� 8" PVC IE 2 (/A/) (E) 437.82
�N. 0 0 -
-15' SEWER EASEMENT SSMH 1
Y REC. NO. 9904122255 STA. 0f66, 52T
STD. PH 48"0
RIM(MA TCH EX.) 419.70
8" PVC IE 1 (OUT) (SW) (SW) 410.35
8" PVC If 410.61 (IN) (N) (N) 410 60
4" MINIMUM COMPACTED DEPTH CLASS "S" ASPHALT CONCRETE. (MIN. 2 LIFTS)
:6'.
6" MINIMUM COMPACTED DEPTH CRUSHED :ROCK.
12" GRAVEL BASE CLASS 'B" MAY BE REQUIRED DEFENDING ON
SOILS CONDITION.
COMPACTED SUBGRADE, FREE OF FINE-GRAINED OR ORGANIC SOILS.
PUBLIC ROAD PA VEMENT SECTION
19"
OWNER/APPLICANT
VINEKARDS CONSTRUC770N, LLC
P. 0. BOX 2401
KIRKLAND, WASHINGTON 98083
(425) 593-8479
CONTACT CLIFF WlLL7A1VS
PLANNER/ENGINEER/SURVEYOR
CORE DESIGN INC.
14711 N.E. 291-H PLACE, SUITE 101
BELLEVUE, WASHINGTON 99007
(425) 885-7877
CONTACT STEPHEi✓ SCHREL P.L. S. - PLANNER
ROB STE: -NS, P.E. - ENGIA'�SER
SCALE: 1 " = 40'
0 20 40 80
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_ VICIN17 YMAR
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NA VD 88
BASIS OF BEARINGS
EAST - WEST MONUMENTS ON S.E. 121 ST ST
PLAT OF PARK TERRACE DIV. NO. 1
BENCHMARK
SITE
CITY OF RENTON BM 1907 ELEV. 472.68
CHISELED SQUARE IN SE CDR. CONC. .MAIL BOX PAD ® HOUSE NO 12074 ,H000,'AM A VE.
REFERENCES
PARK TERRACE �, 17510A' NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME
65 OF PLA TS PAGES 18 AND 19, IN KIN, COUNTY, WASHINGTOM
LEGAL DESCRIPTION
!OTS E 9 10, 11 ANC 5 PARK TERRACE DIVISION NO. 1, ACCORDINO TC THE PLAT
THEREOF RECORDED IN VOLUME 65 OF PLATS, PAGES 18 AND 19, IN KING COUNTY,
WASHING ION.
HTF
RECOMMENDED
FOR APPROVAL
o p 33251
BY DATE
FSS/ONAL
BY- DATE
BY.• DA TE-
1471 1 NE 29th Place Suite 101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
DESIGN
ENGINEERING • PLANNING • SURVEYING
SA NITA R Y SEWER PLAN
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