HomeMy WebLinkAboutS-205901� \ rl \ \ 8� M T1
I % \ \ \ \ \
NOTE: MH #1= MH #14 (5444)
8 � F I \ OF SUMMERWND DIV
. #2
\ . \ \ \
N87-3:W8
0 725.00' \ \ p pp• \ \ \ \ � /
N 133.00' \ \ / d
52.00' \ . 14.
o \ \
\ TOP EL- = 444.790.
\ MH #1 EXIST - STA 0 +00
-- - - - - -- Z
- - - ---- \
CONNECT -------- -- -- -- I.E. 436.�g (�Q:�T!)(V(tk?i�.55 >✓
`\ - - - - - -- -��� / - - - - - -- i \ \� i (SEE DETAIL - ( EST9.0a18)
I \ \ \ \ \ I \O I (SEE PROFILE SHT 10 OF 18)
F.F. EL.= 460.5 \
\ o / / I INSTALL GATE TO PROVIDE
\ \\ \ F.F. E�= a69. i \ ACCESS TO EXIST. SSMH(a'OT /.VSjALL�p�
F -F- EL= 462.0
CJS
IOXIO' PRIVATE AN.
B.S.B. \(TYP.) R SPoM ,osEME TLoT¢ 10' SANITARY EASEMENT
o
I F.F. EL.= 463.0 \\� �Se \� ��� 3.02 = 48'58'1
IE= R = 55.00'
A -,351V44- \ = `'-
R 7 00' T = 25.05' W"' -
Y 69 938 '31°
1 I \\ \ = 17.44' L = 47.01' fE - _ s \ �1C AS-BUILT "
�L - 33.79' \J L 12855 0 0a1o6 \ \\ REVISED
I IE- 5' MIN �- �- / \\ /� �'. °�oE•_ EA¢¢IEMENTZ \ �1�ti?Qt!%l�
MAINTAIN MIN. 5' SEF3ERATION 3/4 3 4 V. 3 / 7
j I FROM LOT LINE (TYP. s 2 +09 z +n = ��y? �rhal 1 \\ /- �3
" 2 +06 nature Date
'� O
Y
R = 55.0
�� I N82Og -- T = 15. sss 6',
31 o ® MH# _CL STA 1 +73 (7.85 LL) z
�� /'C' c� CON N_EtVAfaHO (48 °) �y ,mox BILL of 'OkLFi RoR ',6WK 4 A1iuFffS
r0 � --- 3 TA 1 +81 s TOP EL = 4A (Mi ICH FINISHE6 PVMT)
I - 2y I /� 93 R6G NO• 93a4o91oD1
q \ 1 SIDE SEY�ER S�fiJB - -- LE_5 S ; _451. E ; \45��3 (6° S VICE W)
EXTENDS 6' MINIMUM I I y 7 I.a4 I oo
BEYOND PROP LINE IE- 54' 6 C ® 29 \2 -E. q 51 -q5 ttiYt d
(TYPj) CT STA.= 1+70.64 I m \ a
a I I ± 454 -92 EL =461.21 = 461.21 \ 1 I CHECKED FOR COMPLIANCE
7.85 D
I o \
°° I I `0� TO CITY STANDARDS �a
n� I RIM EL -= 464.1 1
STA 1 +57 3/4r O- = 509'04' \
G I o \ r® RI = P5-00' I at 3
-- 1 3/4" STA 1 +48 1 +5 Q- T - /4232' 1 °'� of ate /5/qz
a3 I L1 = 6)\ 5 33° - -F L = 7214' I Data
I F -F. EL.= 465 -2 T = 32$T _� o ry / F.F. EL.= 461 -5 I
L - 58-8 /
RECOMMENDED RECOMMENDED
NOTE. POOL & NOBLE HOME \ 4D p = 4 7i 35° I /
To REMAIN AS LONG AS - \ 4 � = °y FOR APPROVAL FOR APPROVAL
LOT 7 & 8 ARE UNDER \ X72 C. P - R - 2 0'
M I \
�� - I ONE OWNERSHIP. POOL \\ Q = 51'19' 4" 34'10 �P- // ~�L = -0 24' \ I \ / i�L$" ° B 4�'�4r�1 ufY
° O�U � = 25.00' GO r'Z° C.k_p ® - - :\ �' . LEGEND
�1 I �= 1201'
Op03' In N� 1 'DRAINA ASEMENT
L- - - - - -- L =. 2.39' I. co o D = '3- 1' 9° S 3' \
N8726'08 W --------- - - - - -- ? (P o
- - -- Co m N R = 25.00' 70 p0, `k'W LIMITS FOUND EXISTING
45.00' �' r ,N T = 8 -37' �i. 7. 4S '\ MONUMENT IN CASE
N87'26'OS'V/ iO4 -75' L = 16.161 - 77 p ��.�
1}} MOVILE HOME IS PRIES TLY ON - - - - -- _ 458 /�i 11+00 J Q45' \ O
(� gEPTIC TANK & DRAINFlELD. CONNECT 1 U I Zf53.3 E\ 4� \
.gam I TO SAN SEWER AS SOON A NEW DOUBL WIDE 7fT I 3' s 2� T - MH #3 SIA- �z -r�}S- 5� r o - SET MONUMENT
�I1a 11 EWER MAIN IS AGGEPTED B CITY J r o ( cS
Y Y $QF RENTON. MO ILE HOME 5 I o +qT cn CL STA 10 +96 7.85' LT. c o 1 N CASE
P. UPON CONNECTION TO SAN SEWER �. i ° CONSTRUCT NEW MH(48 ")1 ,/K
\ I;EPTIC SYSTEM SHALL BE ABAN ONED 1 W I TOP =4M34 2.57. 1 '�^ \\
\ fN ACCORDANCE WITH SECTION 11 9 Z I ° -i
\ pF UPC AND SECTION 8 -5 -3 OF 1 ag I 2 °2 �„IE =453 59 NORTH -22 _ I i t Q B. S. B. L. - BUILDING SET BACK LINE (TYP.)
hhhENnoN cITY cooE. .� I N v, IE= 453 -'7I 6° SERVICE LINE) I s6, �Y y
\ I u, F -F. EL 463.5 1 o v
\ o n 1 I 3/4" z o 6s °� (SEE DEtAIL SHT 9 OF 18) m 1 J DATUM = KGAS C.O.R.
\ I �� � 25' 1 BUILDING SET I 0 +67 W 3/4. (SEE PRbFILE SHT 10 OF 18) I �I �� T �\ B.M. 440.35, TOP OF MON. CASE AT
\ I 1 BACK LINES 1 Z 1 MA/t oX 46 1 \ 'o INTERSECTION CL. OF N.E. 20TH ST. AND
\ A � 60'41'1'0' F.F. EL.= 463. 0 \ D ILWACO AVE. N.E.
I 1 (TYPICAL) 25' - LIMITS
\ R =1 25:00' \ - -
\ T = 21.23' W - 0+ o - -- B.S.B.L. (TYP.) I IO s ,NU es, OF
I 1 I v= 603357'- - - - - -- C.=
L = 5.21' Ex. 6" SEWER TUB
\ I 1 _ �a d R = 25.00' INV. EL= 4525
\ --- - - - --1 0 1 T = 21.31 TO BE VERIFlED {€.g�g� ALL SIDE SEWER STUBS SHALL
L = .35.30' I BE 6" LAID AT MIN SLOPE OF
U, I p 0, 1 - 2'/0 /COe^4 RE.E
I ,,, GAS VENT 2'x4 "x4" TELE BOX 83.50' \\ PIP E •SLP. 0.02 Ft /Ft SLOPE TOWARD MAIN
2' HIGH EX. 12" CONC. PIPE LE.- 456.'56 (fvt
C GRAPHIC SCALE
N S'- I N87 26'o W -
0 = 12'04'43" O 1 -_ I FH �- _ as a 7a zo w- so
R = 330.00' WM '�' `� I _ EXIST. CURB &WALK I t.V E6. - 40.7.5
T = 34.91' O - - - S' -5.90
i X I WV ASPHALTIC CO C I
IS LINE OF NE 1/4, SEC 3 -23 -5 L = 69. __
- - -I - .. - .. 1 1/4.. SEC WALK w�- _- _ - -_ - -_ INE 3 i IN FEET
TRIM L /q
�' - - \a �0 +00= m I - _I - - - -- E -X- 8' D.1 -18'- O -W- I I -i WV x 2 1iacn = 20 1n
/ 4-5 +62,.6. r - 41 16 +50 DTI STM - -- - - -W --
~ _ 31.90' 1sToo IN87'26'08" - 17+00 SD EX. 12' o
I I WM r� o/ - o C� -1 - - -Ss -I - EX. 8 95_28' 3.r 4' - -
X z - - - - -�1_ SSMH �j /� SEC. T p %� �j�j
C) SS H STA. 15 +94.55 1 �- N.E. 1/4 SEC. 3, iNl • 23N.,. RN1.7. 5E.
l\ / /z�, = 21 20 LP N.E. 20 0TH ST.
CITY OF RENTON
1 I R = 300.00' ,WI' � � � = 21'12'50" � WM /{ /{ dpi /{ �1J /f /f/f �( /�]
I / T = 5 6.53 ; - / - R = 300.00' A6 � -PULL BOX _ RsF _ - - - - 462 �" E r� /�11 //-11(/ U/�TI (/ CZ7179Z S 7./ I !/ 7.9 DEPARTMENT OF PUBLIC WORKS
I L = 1'I J5' - 14 +50 T = 56.18' - - -
L = 111.08' SURVEYING :ENGINEERING :PROJECT DEVELOPMENT
SUMMERWIND DIV. N0. 6
2'x3' POWER VAULT Q Q
- - pd N] �� ��\� ��� �� ��� °� �� Y �w� DESIGNED: SEWER PLAN
/ STA 13 +39.83 LP b F 7114 Fo w 3 T�e2 C /Tj COMMENTS LTT AMA Z -S- ,i DATE: FILE NAME:
arsTSR $ 3 -11 -92 914 -103
11 � � � "1'sr NO 2 PER CITY VF RENTCN COMMENTS LTT AMA B/7/92 DRAWN: SRF 4 -7o3ss
�� ONALE
� `� 1 PER CITY OF RENTON COMMENTS DPR AMA 23 MAY 92 LES SCALE: 1 " = 20' FlELD 900K: PAGE
o / CHECKED:
r1 ,aIRES g 2L 4i
NO. REVISION BY I APPR. I DATE APPROVED: SHEET: 10 OF: Pq
YvwP -22- 205P _�✓