HomeMy WebLinkAboutR-392714SW 114 SECTION 9, TOWNSHIP 23 N, RANGE 5 E. W. M.
SLOPE
3' BERM
lE IN 111138 1-.-58 (N) �2 '� � i. s VAULT OUTLET
It STA.
29+14.07, 43.96' L
tl "12" IE OUT 354.-89 (W)384.03
u ,
U TILI TY CROSSING NO TE: BERM CROSS SECTION AT ACCESS HATCH
oO U77LITY CROSSING, REFER TO C23 FOR DETAILS NTS
.. i . 3 . .. ,....,... _ . A,,. tai# .
r
f
!! VER TI CAL DA TUM: 3 DED/CA noN
I
•L,, _ . _ .. _. LF 12 LCPE (P5
�,:..,_...,......... 5 _. .
. , ...... - BENCHMARK: - o
I,. - CB 6, TYPE 2-48 „" 1. CITY OF RENTON CONTROL POINT NUMBER 1889, FOUND PK',
NAIL 225 � 8'
t � T STA. 29116.86, 20.45' L FEE T± EAST OF THE INTERSEC77ON OF NE, 10TH STREET AND OLYMP/A AVE. E W PLANTER
RIM 49�i- 391.88
SOF � � � ,'
__,_w:. NE. IN AERIAL PANEL, ELEVA770N = 427.93 FEET. X. S 5 CEMENT
C, 4. 12 /E IN 3$�8 E 383.84 NIA �i����i<��<�%�iv�� i �i�� 1 6" MIN
29f 00 � .. �s .. O 3,1 i<��������� � �, MqX CONCRETE
2. CITY OF RENTON CONTROL POINT NUMBER 1843, FOUND CONCRE7E i��i��i��i��i��i<�i<�i�i<�i��i�i<�ii� i�i��i� SCOP SI TYP
—}-- —12 /E OUT 355 88 (W) —78— E DEWALK
'E 1L MONUMENT WITH 1/8" BRASS P/N DOWN 1.1 /N MONUMENT CASE AY THE
/T�i �i.�iv �i��i��i��. �a.a�, �, �, �..� a� �� ��.a�.��, �. 1.570
NLV GRA TT-_17UNAL VA_._.: _....., ,,.. _ ._. ....W _ ..__ .W.. _ (. INTERSECTION OF NE, 12TH ST. AND MONROE AVE. (TO THE NORTH),
9UGH CURB INLET - _.._ ® _ __ . - ELEVATION 425.15 FEET. Q
51.07, 9.29 R 27 LF 12" LCPE (P6)
3 : (AB) 0
390.64 BASIS OF BEARINGS: �'��:
�a (E)386.12 I I Q
(N) 6,07 _ _ N0600'14'E BETWEEN CITY OF RENTON CONTROL POINT NUMBER 102 AND
496. spoI
�.;, � .�. ._ ��- � ..�.... NUMBER 1843
'T B (S) J85.87
m�
CA TCH BASIN NO TE.
CB 7" TYPE 2-48" IF DURING CONS7RUCT/ON, IT IS FOUND THAT PIPE ANGLES REQUIRE TYPICAL BERM CROSS SECTION B Q
DROP CATCH BASIN W/ ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY NTS
ROUND SOLID LOCKING LID WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB W/77 -I LARGER J
STA. 29+16.47" 7.02' R STRUCTURE AND ADEQUATE KNOCKOUT. -
RIM 392.29 (AB)
12" IE IN 3,3.9 (E)385.65
EX. 24" lE IN 381.72 (N) (AB)
EX. 24" IE OUT 381.72 (S) (AB)
12
II F
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
27+7U 21+UU Zd+UU Lu+4U za+aTU
AS -BUILT.
"I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS
V, A. J AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS,
of sl, �Ud ELEVA77ONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS,
'� of ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY 1 CITY OF RENTON COMMENTS
ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018. 2 CITY OF RENTON COMMENTS
w
45232
�-8I 'GISTERE
V�
Q.R. STRONG 3 IRRIGATION SERVICE
CONSUL TING ENGINEERS 4 DRAFT AS—BUILTS
ENGINEERS PLANNERS SURVEYORS 5 AS—BUILT MYLARS
L9+LU 29+60
YLP 04.26" .17 M&I SURVEYED:
SJS
YLP 05.1 J.1 % MAJ DESIGNED:..
YLP 01.03.18 MAJ YLP
YLP 05.10.18 MAJ DRAWN: MES
YLP 106.25.181 MAJ r CHECKED:
6207TH AVENUE, KIRKLAND WA 98033 NO. REVISION BY DATE APPR APaRovw:
0425.827.3063 F425.827.2423
' MAJ
{
SW 114 SECTION 9, TOWNSHIP 23 N, RANGE 5 E. W. M.
SLOPE
3' BERM
lE IN 111138 1-.-58 (N) �2 '� � i. s VAULT OUTLET
It STA.
29+14.07, 43.96' L
tl "12" IE OUT 354.-89 (W)384.03
u ,
U TILI TY CROSSING NO TE: BERM CROSS SECTION AT ACCESS HATCH
oO U77LITY CROSSING, REFER TO C23 FOR DETAILS NTS
.. i . 3 . .. ,....,... _ . A,,. tai# .
r
f
!! VER TI CAL DA TUM: 3 DED/CA noN
I
•L,, _ . _ .. _. LF 12 LCPE (P5
�,:..,_...,......... 5 _. .
. , ...... - BENCHMARK: - o
I,. - CB 6, TYPE 2-48 „" 1. CITY OF RENTON CONTROL POINT NUMBER 1889, FOUND PK',
NAIL 225 � 8'
t � T STA. 29116.86, 20.45' L FEE T± EAST OF THE INTERSEC77ON OF NE, 10TH STREET AND OLYMP/A AVE. E W PLANTER
RIM 49�i- 391.88
SOF � � � ,'
__,_w:. NE. IN AERIAL PANEL, ELEVA770N = 427.93 FEET. X. S 5 CEMENT
C, 4. 12 /E IN 3$�8 E 383.84 NIA �i����i<��<�%�iv�� i �i�� 1 6" MIN
29f 00 � .. �s .. O 3,1 i<��������� � �, MqX CONCRETE
2. CITY OF RENTON CONTROL POINT NUMBER 1843, FOUND CONCRE7E i��i��i��i��i��i<�i<�i�i<�i��i�i<�ii� i�i��i� SCOP SI TYP
—}-- —12 /E OUT 355 88 (W) —78— E DEWALK
'E 1L MONUMENT WITH 1/8" BRASS P/N DOWN 1.1 /N MONUMENT CASE AY THE
/T�i �i.�iv �i��i��i��. �a.a�, �, �, �..� a� �� ��.a�.��, �. 1.570
NLV GRA TT-_17UNAL VA_._.: _....., ,,.. _ ._. ....W _ ..__ .W.. _ (. INTERSECTION OF NE, 12TH ST. AND MONROE AVE. (TO THE NORTH),
9UGH CURB INLET - _.._ ® _ __ . - ELEVATION 425.15 FEET. Q
51.07, 9.29 R 27 LF 12" LCPE (P6)
3 : (AB) 0
390.64 BASIS OF BEARINGS: �'��:
�a (E)386.12 I I Q
(N) 6,07 _ _ N0600'14'E BETWEEN CITY OF RENTON CONTROL POINT NUMBER 102 AND
496. spoI
�.;, � .�. ._ ��- � ..�.... NUMBER 1843
'T B (S) J85.87
m�
CA TCH BASIN NO TE.
CB 7" TYPE 2-48" IF DURING CONS7RUCT/ON, IT IS FOUND THAT PIPE ANGLES REQUIRE TYPICAL BERM CROSS SECTION B Q
DROP CATCH BASIN W/ ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY NTS
ROUND SOLID LOCKING LID WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB W/77 -I LARGER J
STA. 29+16.47" 7.02' R STRUCTURE AND ADEQUATE KNOCKOUT. -
RIM 392.29 (AB)
12" IE IN 3,3.9 (E)385.65
EX. 24" lE IN 381.72 (N) (AB)
EX. 24" IE OUT 381.72 (S) (AB)
12
II F
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
27+7U 21+UU Zd+UU Lu+4U za+aTU
AS -BUILT.
"I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS
V, A. J AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS,
of sl, �Ud ELEVA77ONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS,
'� of ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY 1 CITY OF RENTON COMMENTS
ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018. 2 CITY OF RENTON COMMENTS
w
45232
�-8I 'GISTERE
V�
Q.R. STRONG 3 IRRIGATION SERVICE
CONSUL TING ENGINEERS 4 DRAFT AS—BUILTS
ENGINEERS PLANNERS SURVEYORS 5 AS—BUILT MYLARS
L9+LU 29+60
YLP 04.26" .17 M&I SURVEYED:
SJS
YLP 05.1 J.1 % MAJ DESIGNED:..
YLP 01.03.18 MAJ YLP
YLP 05.10.18 MAJ DRAWN: MES
YLP 106.25.181 MAJ r CHECKED:
6207TH AVENUE, KIRKLAND WA 98033 NO. REVISION BY DATE APPR APaRovw:
0425.827.3063 F425.827.2423
' MAJ