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BECLAN IAKA BECLAN PLACE) - MINOR AMENDMENT GRAPHIC SCALE
40 0 20 40 8o 160
A PORTION OF THE NW 1/4 OF THE NE f4 OF SEC. 15, TWP. 23N., RGE. 5E., W.M. nommmmmi I
CITY OF RENTON,1 inch KING COUNTY, WASHINGTON inch T)
= 40 ft.
I o 2 \ �w SSMH TYPE 1 48"0 INSTALL 12"0 CAP I
o r� o D 30" Douglas Fi r STA: 5+05.85, 143.98 'LT G�1�e1 CB 22 TYPE 1
00 STA: 2+31.51, 58.50 LT
C 9A TYPE 2 48"0 /
� � IE-417.00 12"� I STA: 27+70.98, 17.22 LT
STA: 1+21.21, 31.23 RT N N 24" ale CB 3 TYPE 1 'PRIWATE FF= 421.0 _ _ _ RIM_ 419.73 w/SOLID LOCKING LID - - -� S
P STA: 2+32., 2 1 L IE = 413.16 8 0 IN (N) 12.50' PUBLIC STORM DRAINAGE EASEMENT I +
INT'X STA: 1+00 NE 2ND PLACE _ • IE = 413.06 8"0 OUT (SW) TO THE CITY OF RENTON �Ro
STA: 27+42.07 HOQUTAM mVENUE - ' TEMPORARY 5' WIDE TRJ
N 88°23'14" W 342.00' ASPHALT RAMP
�_ SI W LK a ck . � ,5 � \ �� 2 6 I
s Food F ce Wood WC ABANDON EX. SEPTIC DRAINFIELD PER HEALTH
SEE SHEET C i tSMH E 1 48"0 I I I s ❑ rRe DEPARTMENT STANDARDS LOT #21 &DEMOLISH
® • H ?�� FF= STA: 2+19. 7, 0.95' RT 419.06 I I I HOUSE ON PARCEL 1523059064, JERICHO AVE. NE
RIM= w/SOLID LOCKING LID I I I /
SIDEWALK ( I 2 �� IE = 8"0 IN (SE, NE) 409.
SSMH 11, TYPE 1 48"0 - �� IE = 8"0 OUT (W) 409.45 N �"
STA: 1+15.00, 5.00' RT \ / . `� 34" Cedar I / 10
RIM= 4�:64 w/SOLID LOCKING LID I II �� ----- '�o �� 25 24 1 23 1 s•ss
IE = 408.92 8"0 IN (E) 408.93 ✓ r I G 22 I 21 I 20 1
„ I � � CB 14P TYPE 1 CB 14 TYPE ' I I I
LO
IE = 498-8-2 8 0 OUT (S)408. fj �- �87, STA: 44�0-�48211�.54 L I - I o c�
BARRIER FREE CURB CUT I 16 00 I FF= 423.0 FF= 424.0 + w
FF= 426.0 FF= 427.0 L`' Li
SEE DETAIL SHEET C-13 3 N LIJ
CB 16, TYPE B 17, TYPE 1 1
T 2 8"0 I � ti �\ � \� I � v
1 I STA: 5 T05.85, �5 �:2 5 T47.00, I i I W
STA: 1+45.80, 14.22 RT I I �\ \4 , 15.22 L� I I I I N
R r D _ SD ASBUILT NOTE:
d
r r \ --_-- I I 4 / LU
CB 12 TYPE 2 48 0 L' 11 41<F��� 0 19
STA: 2+19.67, 14.22 RT , `� \ 5 S l = .� I FOR SANITARY SEWER ASBUILT INFORMATION
5" Cedar CB 10A, TYPE 2, 4BARRIER FREE CURB CUT SEE SHEETS C-4 THRU C-8,
80 26" Cedar �
STA: 1+19.89, 86.71 RT FF= 419.0 SEE DETAIL SHEET C-13
4- 15 Hemlo k _
_ NE 2 PLC► SS STUB ASBUILT NOTE:
0 N 4- F - - - -y_ 8° - -At = INT'X STA; 8+11.29 NE 2ND PLACE _
- ' - - - - - s i s s o is I STA: 26+26.46 JERICHO AVENUE NE SANITARY SEWER SERVICE STUB INVERTS ARE
416 CB 12A TYPE2 48" R CB 15 TYPE 1 -- --' -- ---- '---- IT
________ • - o �,
STA: 3+46. 14.22 RT I STA: 4+14.89, R - - - PLACED NEAR THE END OF THE ASBUILT STUB,
C1 15P TYP 1 W THE INVERT ELEVATIONS INHERE PROVIDED BY THE
SANITARY SEWER STUB ENCASEMENT STA: 4+14.89, SMH 13, TYP�5154 TO CB 18 TYPE 1 10' PRIVATE UTILITIES E SEMENT � � CONTRACTOR AND THE LOCATIONS OF THE STUBS
PLAN VIEW 26.00 RT STA: +70.28, 10.04 RT417.60 STA: 5+47.00, I BECLAN PLACE HOA - Cr 0 WHERE FIELD LOCATED BY SURVEY.
SANITARY SEWER STUBS FOR LOTS 23 & 24 SHALL BE ENCASED IN RIM= w/SOLID LOCKING D 15.22 RT SSMH4, TYPE 1 48
1 = 40' STA: 7+20.00, 5.00 RT
CONCRETE 5 EITHER SIDE OF THE CROSSING WITH THE 12"0 WATER IE = 8-0 IN (E) 410.54 I RIM= 4r35 w/SOLID LOCKING 425.44
MAIN. � IE = 4i�3fr80 OUT (NW)410 4 I 1 IE _ #i�$3 6"0 IN (NE, SE)415.64
15 14 IE 410.55 6-0 13(sw) 12 I I I I °�` IE = 41� 8"0 OUT (W)415.57
11 10
9 8 I I '9
FF= 419.0 I FF= 419.0 FF= 420.0f I
- FF= 421.0 FF= 423.0 FF= 424.0
I FF= 426.0 FF= 427.0
408'w._---- - -_. -__ _ .. __ _M_ __ _ __ _. _ __ _ _ __„; - - _ ______ __ I __._ _ _ _ _ __ _ _-- __- - _ ___-_ 408
SSMH 2, TYPE 1 48"0 ! IE= 413,23 8 0; IN (N) I ��
- 412 90 12"0 IN
. _ CB 9 TYPE 2, 48" 0 STA: _2?19.67 0.95' RT - -- -- -- - CB#18, T- _. +-._ _.
IE (E) TYPE 1 ;
406 : - 41 12--�-1A1 (S) !- 406
STA: ;1+45.80, 14.22'';RT RIM= 4#&9b w SOLID LOCKING LID419.06' 1 STA: 5+47.00, 15.22T
IE= 4 2 90 12' 0 OUT (W) RIM- 419.91
RIM=417.40 =
IE 459 8n 0 IN (SE, NE) 409.55
4 8"-O - UT- (�MAI)- 40g
1E _4-1-1.�7__12 IN (Fl _ _ - ---�_ __-_ _ _. ____. ___ _ _ _ _ _OUT �N)------ -
404 __. _ _ . _ _ _. __ ; , � ____ I _. ' 404
_ IE 415,91 12
SSMH TYPE-] 4 CB��15, TYPE 1
IE= 411.57 12' 0 OUT (SW) CB#16, TYPE 1
STA:; 3+70.28, 10.04 RT )STA: 4�14.89, 15.54 RT I
CB 12 TYPE 2 48"0 RIM= 4 59 w SOLID LOCKING LID 17, CURB THRU GRATE 5.85, 15.22' LT
�____.__�_ .._w_.. _�W _.
402 _�.._ __ w. - - - - - - - " - - - - - - - pl� -+ -- - - _ -------_ _-_ 402
STA: 2+19 65, 14.22' RT IE = 459- 6 0 IN (SW) 410 55 RIM= 41'7.06
SMH 1 TYPE 1 48"4 RIM- 418 69 IE = 41.9 4fri8"0 IN E 410134 IE= 413,39 8"0 IN (S) E= 414.79 120 IN (E)
STA 1+15.00, 5.Q0' RT_ ___ _411 _44_]2".0 __ _ _ --IE-=- 1 06-_t2 0 O11T.. E= 414.79 12"0 IN (N)-_ _._ _ __
400 - 1L 440-36•TO OUT-(RIW) 4*14-- � E= 414.79 12"0 OUT (W) I 400
RIM= 4�18 w/SOLID LOCKING LID 417.26 IE= 411:94 12 0; IN (SE) I I
IE = 49632 80 IN (E) 40&93 IE= 41194 12"0 OUT (W) NE 2D :PLACE PROFILE
_- 6&6 8rr0 DUT - - _ _� - --- ---...� -.. '
398 : --1 (S)AB,--_.. _- - " 398
SCALE: 1 .= 40 HORZ
n r
I
1 4 V RT
VERTICAL DATUM _
396; _______ _ _______. _ _ 96
O O I� n 00 O O O N 00 O 00 I+] N M f V7 IO -� 3
CITY OF RENTON, NAVD 88 �; rn; �;N 0) o',o rn.� N:rn olrn �' �',� o; o�,N o "�',ao �:, N;� �:M �:rn r\ co;N �, �',� CD N N,p rn rn;c., �I� n Lq to o'', o0 0 �',
u7 '. '. a0 CO : ao 00 :00 CO ao ! ',, 00 !� : c.fl 00 I� : : ^ !� : 00: ^ 00 . ^ CO . ^ CO ! ^ O) ap O O : Cii p N : r: N : N fh N rn . u7 Ln U-j CD {j} cD tC I� r` CO 00
N; N;� N: N,N N: N;N N; N N N N'CV N: NI(V Ni N N N' Ni N N
'W � � � � �
_____ _ _ --- --- __..w. _� .. __. _� __ . _
d ! �I� d d d �: �,:d �; d �t d �.:r �: � � �d 4� -4 � .r d .r � .r d-I
394` 0+80 - 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 394
BENCHMARK
CITY OF RENTON BENCHMARK #2104. 1" IP W/PLUG & CALL 48 HOURS
TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION
OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.=399.340 BEFORE YOU D I G
FEET (121.719 METERS)
1-800-424-5555
NO. REVISION
OS: 5-34-46) /n
A Oki!dAmomnz, Pu c
+I323 TE�" 1>''
�
qrL BNN� & PROJECT MANA�IIT
S'IONAL
1945 S. 375TH STREET Sus: (253) 272-4451
03.01 /3
FEDERAL WAY, WA 98003 bschr e*WAdW..net
CITY
OF RENTON
DEPARTMENT OF PUBLIC WORKS
BECLAN (AKA BECLAN PLACE)
SANITARY
SEWER PLAN AND PROFILE
NE 2ND PLACE
DESIGNED: BAS
DATE: 03/01/13
FILE NAME: 12183-C15H
DRAWN: TAS
SCALE; 1" = 40'
FIELD BOOK: PAGE:
CHECKED: BAS
APPROVED:
SHEET: C-15HOF: 25
BY
APPR,
DATE
DIRECTOR
OF PUBLIC WORKS
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