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STA: + 8.93 15.22 LT
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INT'X STA: 1+00 NE 2ND PLACE
STA: 27+42,07 HOQUTAM AVENUE -
SSMH #1, TYPE 1 480 I--
STA: 1+15.00, 5.00' RT
RIM= 417.64 w/SOLID LOCKING LID
IE = 408.92 8"0 IN (E)
IE = 408.82 8"0 OUT (S)
BARRI - CURB CUT ----
SEE DETAIL SHEET C-13
CB#10A, TYPE 1
STA: 26+80.00, 15.22 RT
BECLAN PLACE
A PORTION OF THE NW �4/OF THE NE i� � WP23N.,OF SEC. 15 T.5E., 4 W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
ss SSMH #6, TYPE 1 48"0
2+31.51 58.50' LT ` �.STALL CAP
8,46Sr /�,ZSTK_RIM= 419.73 w/SOLID LOCKING ID \ IE = 414.90, 12" 0
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CB#13, TYPE 1 f NET 7,801 SF % IE = 413.16 8"0 IN (N) \ - -- -_ 0' PUBLIC STORM DRAINAGE EASEMENT U-
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,STA: 2+32.79; 28.91 L \ FF= 422 / IE = 413.06 8"0 OUT (SW) �L o I I00
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STA:; 2+19.67, 0.9, ' T
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STA: 3+51.22,
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STA: 5+47.0(_. I
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IE = 426.29, 12" 0
ABANDON EX. SEPTIC DRAINFIELD PER HEALTH
❑ TRB DEPARTMENT STANDARDS LOT #21 & DEMOLISH
HOUSE ON PARCEL 1523059064, JERICHO AVE. NE
EXTEND EX. DRIVEWAY
TO R.O.W. PROVIDED 15' WIDE TYPE 1
CEMENT CONCRETE DRIVEWAY ENTERANCE
6"sS CL STA: 6+91.77
REMOVE EX. DRIVEWAY
i LANDSCAPE DISTURBED AREA
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PLACE
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STA: 6+63.60, 15.
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UTILITIES
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IM= 423.65 w4S
LID LOCKING LID
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7,800 SF
FF= 423
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FF= 425
z ou.uu vc I uu.uu vt80%, - - - - __ _ _ 428
EXISTING PROFILE @
428 Z Q HIGH POINT ELEV = 419.05 LOW POINT ELEV = 417.38
w Q HIGH POINT STA = 2+20 LOW POINT STA = 4+14.89 CENTERLINE OF R.O.W
PVI STA = 2+20 PVI STA = 4+40 _ _ - _ 426
CD u w
C) 426 0 o PVI ELEV = 419.20 PVI ELEV = 417.00 FINISHED PROFILE @ w z
WQ o !� A.D. _ -2.00 A.D. = 4.02 i c�
>� + o 0 0 0 0 \ CENTERLINE OF R.O.W ¢'L'
� �; � o rn K= 30.00 o rn o n K= 24.89 o �n 04 � z
424 Q + + 00 °° M � 0) 00 / `cx�n ^ w 424
cn C'4 a CB#12A, TYPE 2 48"0 Gi ,;.; CA LLi ^ o
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z En w m m w w STA: 3+46.00; 13.22'RT i 0o m w w _ - -- - - _, - II > 422
0 4� _Z 422 RIM= 417.62 _ _ _ J
�i ca co
W �o0 IE= 412.54 12"0 IN (N) i , ---- - ¢¢ "'``' +��
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� � � 420 IE= 41254 12"0 IN (E) � I w w '"o N N 420
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414 4�1 .4, , -"0 SD _ - -- --- , ® 1.50%
4
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= Z 297 LF 8 0 SS
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4121E = 41L9. 8'� W� CB 17, TYPE 1 SSMH #4, TYPE 1 48"0
_ -
STA: 5+47.00, 15.22' LT STA: 6+63.60, 5.00 RT 412
153 LF 8"0 SS @ 0,50% RIM- 419,91 RIM= 423.65 w/SOLID LOCKING LID
CB#14 TYPE 1 410
Q 410 104 LF 8"0 SS ®0.55% "� IE= 415.75 12"� IN (E) IE = 415.04 6"0 IN (NE, SE)
STA: 4+14.89, 15.22' LT IE= 416.25 6"0 IN (N) IE = 414.91 8"0 OUT (W)
CURB THRU GRATE
L`-I RIM= 417.06 IE= 415.75 12"0 OUT (W)
Q 408 SSMH 1 TYPE 1 48"0 CB#11, TYPE 1-L 408
� STA: 1+15.00, 5.00' RT STA: 2+66.56, 15.22 RT IE= 412.90 12"0 IN (E)
RIM= 417.64 w/SOLID LOCKING LID RIM= 418.41 IE- O ( 412.90 12"0 CB#18, TYPE 1
406 " IE= 412.90 12"� OUT (W) 406
>- IE = 408.92 8 0 IN (E) IE= 414.00 12"� IN (NE) STA: 5+47.00, 15.22 RT
m IE = 408.82 8"0 OUT (S) IE= 414.00 12" 0 OUT (S) RIM= 419.91
CB#15, TYPE I CB#16, TYPE 1 IF- 416.41 6"0 IN (S) 404
404 SSMH #2, TYPE 1 48"0 I SSMH TYPE 1 48�0 STA: 4+14.89, 15,22' RT STA: 4+91A4, 15,22' LT IE= 415.91 12"0 OUT (N)
STA: 3+70.28, 10.04' RT CURB THRU GRATE RIM= 418.25
STA: 2+19.67, 0.95' RT RIM= 417.50 w/SOLID LOCKING LID RIM= 417.06 IE= 414,25 12" 0 IN (E)
402 RIM= 419.03 w/SOLID LOCKING LID 402
IE = 410.59 6 0 IN (SW) IE= 413.56 6"0 IN (S) IE= 414.25 12"0 IN (N)
IE = 409.59 8"0 IN (SE, NE) IE = 410.46 8"0 IN (E) IE= 413.06 12" 0 OUT (N) IE= 414.25 12" 0 OUT (W)
IE = 409.49 8"0 OUT (W) IC = Al I) 1A Q"m 01IT (KIwl
400 �,,,..,,, ., �,...� 400
EXISTING GRADE @
398 NE 2ND PLACE PROFILE CENTERLINE OF R.O.W
398
z SCALE: 1 = 40 HORZ PROPOSED GRADE @
1" = 4' VERT CENTERLINE OF R.O.W
VERTICAL DATUM 396 396
CC] C3� � CD � . � N lf3 O � CO � � O � � - � � N N 6a W CS O (_0 r` 1 r7 r� N Cn O � � N N M � . 6� r7 6� � r� Ln � O O u7
CITY OF RENTON, NAVD 88 rn o rn cn N 00 r - Ln r` N _ _. .00 o N ca
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a0 00 _ 00 0i _ 00 00 _ OO - _ !� _ _ (� !� DD N N N N �, N C N C"I N N N C N ": J CV N CAI CJ N N
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394 394
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BENCHMARK
CITY OF RENTON BENCHMARK #2104. 1" IP W/PLUG &
TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION
OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.=399.340
FEET (121.719 METERS)
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
5AwP34q60j
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
a -
Date
NO. ( REVISION
CB#21, TYPE 1
STA: 26+68,33, 17.22 LT
BARRIER FREE CURB CUT
SEE DETAIL SHEET C-13
INT'X STA: 8+11.29 NE 2ND PLACE _
STA: 26+26.46 JERICHO AVENUE NE
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
i inch = 40 ft.
SANITARY SEWER PIPE TABLE
( 114 LF 8" PVC SDR 35 D3034 @ 0.50%
( 153 LF 8" PVC SDR 35 D3034 @ 0,50%
® 297 LF 8" PVC SDR 35 D3034 @ 1.50%
SANITARY SEWER SERVICE TABLE
160
STUB
STATION AT MAIN
STATION AT END
IF AT
E END
STATION
SERVIC E
MAIN
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� CIYL E1191NEERING A PROJECT MANAOEYEi1T
SIONAL (Q ' 6Q
0 705 SOUTH 9hi STREET Bus: (253) 272-4451
SUITE #303 Fax- (253) 272-4495
EXPIRES 09/20/08 TACOMA, WA 98405 bsch!reikIghsn.com
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE
SANITARY SEWER PLAN AND PROFILE
NE 2ND PLACE
DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057-C15
DRAWN: TAS
CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE:
BY APPR. DATE APPROVED: SHEET: C-15 OF: 23
DIRECTOR OF PUBLIC WORKS