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A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
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N SANITARY SEWER MANHOLE '� x ti ti OU �C\J` , `1 RIM=21.33 O.W PER CI 466 F 8 5 a 4 - - - - s `43 - ss
TYPE ll a , IE=18.38, 18"CPP NE CATED R• ANCE # a �.� - i ss gl w 6 c
_ ° m I N Q I VA TON OR ° _ ss x titi Q
RIM=21.49 I °� IE=18.37, 18 CPP S o I ss �
REN
IE=14.65, 8 PVC N a I ETE _a- ' ss x 1 1 -
t IE=14.75, 8"PVC E a' ss o N'.'':' - 23.•:
/ CONCR _ Sir g - GAs _ I
rI IE=14.71 8"PVC S BURIED I I /J Q - ss xti� 8 12 8 TAB 2 2 2
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GAS a I a I ss ��ti ASPHALT As° -SS
STORM DRAIN MANHOLE Q s ti I G r N
TYPE 1 Z 6° ° F� ss 1 �';.:4X4
RIM=21.28 211 tip. so. ss ti>R°.g.W!' 4683 0 _ : GPs - FG GRAVE I
ss INANCE # 0 4.. GAS- x _ �2 r c 3 . ;•.O/yp
IE=15.21, 12 DIE "STOP" - ' ss g6 NTON ORD 7112p039 / , , s, GAS.'° 6� 22.5s I :.�'::.:' :..: ,CO
IE=18.34, 18 DI S _ - w ss xti RE NO. 199 A_. Ps ° CITY
p ;�3:•,. I..
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R.0 i o$ f'
"oNP" I s ti _ A - 4 4oNP.-�ACAT�D 9R INANo _ FO \� 20 x/ xtiy w l �.[
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4.w '�� so x 216$ x
a s a Mu so y7 ° .' . a o ' . ia� CONCRETE`so g'° 5 ° v x L�1 may$ - - J' , I -.- WOOD
`.` STAIRS I \
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° • • o �% Mu I I ti� ° ONP " - �y - _ so °. ; a ° ASPHALT o
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w , oN x� r o o a I: t EXIST G
�° N _ _ n GAs_ - ' o w �° o _ a o o GRAN fig. _ y9y I I .. ti BUILD NG TT
W • AVE. ti GAs a a F _ - y_ 24 03 I: BA(
ECoNp A I _ 1Q �� I - - STORM DRAIN MANHOLE a I I
s10 o ° TYPE II I STORM CATCH BASIN m I BRI K 5&12" CEDAR
l GA �� ONP � RIM 22.92 TYPE I I
ASPHALT °� I I P �� go �' 60 ,`L�` IE=19.76, 8"PVC SE I I RIM=22.49 I �II \
\N „ F IE=17.10 15"CPP SW IE=20.34, 12 DI N STORM CATCH BASIN RETAINING
BR THEkTON" , I 14 CED WALLS
i 60 ° I IE=18. 69, 12 "CONC E TYPE I 0-
» �� 2k°9 a ti "EMPLOYEE OF �� �'y�a STORM DRAIN VAULT I IE=18.46, 15"CONC W I RIM=23.55 2?,� WOOD YARD
0 PARKING ® x i� FO ( ti TYPE II IE=18.02 12"CPP S NI 6 STAIRS- -
t THE MONTH" �; DRAIN
m / o g RIM=23.59 TOM DRAIN MANHOLE IE=17.97, 12"CPP W I I 1CONCRETE I
sD I I gy / I IE=19.14 15 CPP NW
sD - 20• I m Q '5 I I 116 /CISTAIRS TO I
DEAD END l
MONUMENT POSITION y� I � ° STORM CATCH BASIN I I RIM=22.11 I o�. 2 6
TPN 3340402820 " , , I / BA,SEVENT <....�
STORM CATCH BASIN ti� 1 TYPE I 10 BAY .. :.
OF SURVEY x \ \ A & D RENTON LLC IE=14.51, 4 PVC SE {-
9404079012 TYPE I I 2oAy \ / RIM=20.89 I BOTTOM STRUCTURE= 12.36 I / DOOR
RIM=20.18 IE=19.23, 12"CPP SW 3 PVC, PUMP WITH FORCEMAIN E 00� 23.96'.GRAVEL.. °..� I
OR, NOT FOUND �o gg y� a 0 �y. I I
IE=17.72, 18 CPP E �' ° y x tiy' °' I I �P� Iv
2, 9
IE=17.46, 16"CPP S I I I Po o y9 0 �6 I _ WA TEA
I ti TPN 33 4r02850 EXISTING I 23.70 }ti
5"MAP 23
IE=17.35, 12"CMP W G ag I I I':: \ 3' BROTHERTO ADILLA Lu g BUILDING EMPTY \
STORM CATCH BASIN I TEL6o L / ' �I y I I CONDUIT ( „ �•,� ,)_\��a ' -
TYPE I �, ti° I I 7 y o �::,, 10' Imo
RIM=20.93 I ax U 2g8 `" ': I I 2X1&4X2 SD" L so �1 PINE
I E=18.16, 18 "CPP N I l o o °' 0 23.28 _- / 23
IE=18.33, 12"CPP E I I �p96 tia m YARD DRAIN I I �-� 8 5 I P
tip. RIM=23.10
I E=18.19, 18 CPP W I 9
0 I ( TOP OF DEBT BIOPOD UNDERGROUND BIOFILTER - 4X8
I 3 a ASPHALT 10 y9 N:174,129.59 F.F.=24.04 _ 2y� I I I 2�1 ti�1
I Im E:1,297,161.44 CZ) koo x
ox I it �051 I ASPHA T i I RIM:23.02
x L IE:19.48 8 S (IN) \ I I \
CONCRI
3 + � ��6 F.F.=23.88 IE:18.98 12" W (OUT) STORM CATCH BASIN TYPI I I 26 STAIRS
SYPEM CATCH BASIN i I g6 oy6 y ONCRETE j 0 ��6g m ' RIME23ONO.66 / 9� �1 II I by BCCES`
RIM=20.48 I N o ® � IE=19.65, 12"CPP N I I I \ I g
I a6 y � ,�yy �RDC001, 6' CO IE=19.76 12"CPP E W / I II i \ I ��'�•
IE=19.30, 8"DI S x I �x tio• I '� ��1 R p.Wx 2 N:174,157.75 - » o
CA ED IE=19.76, 12 CPP S IQ �
110 I VA OF REN E:11297,192.06 z <v I ,� I I WA INI�IG
ti I 0 ti •�� a PFR CIT-RIM:24.00 I IE-20.38, 6"PVC W o
so I �" II 1 3 �>gP �'50 � ����2-5$5 o IE:20.59 6" S (OUT) I I / o I I I I I YARDF2c
I I I I I 6 -23.52 ti7b8� 00 ., .-24.00 I I DRAIN
STORM CATCH BASIN I I Io 'L�'
TYPE I �� \ ► 2J x �� 23.27 2 �- sD I li I I I BUILC
I \ r' ` TPN 3340402885
RIM=21.65 x 23.21 STORM CATCH BASIN I I I I
IE=18.74,12"DI SE nl NI N �N Od, S \ BROTHERTON CADILLA I I g
II IN 7wa.'- Ss - - - s - - I M TYPE I ASPHALT I I - 7j51� y
IE=18.54, 12 CPP NW I I / N w, I RIM=22.55-
\ \ N I IE=20.28, 6"PVC W L I
" 0 PARKIN S94F $� \ /'� 46LF-6 PVC SDR35 0.63% I I IE=20.02, 12"CPP N 13 ❑9 I I I ��
STORM CATCH BASIN I / \ 12 Q1p \I cf) 4 / ti
RIMTYPE20.62 I I 9y 1-I ® .49g
IE=19.03, 8"DI N ��1ax ! I 21A6 oV I do 0 3 / RDCO02, 6" CO I I I I �/o &�0"
IE=18.69, 12 DI SE � x I I N:174,112.08
IE=18.70, 12"DI NW I I `� I I/ E:1,297,190.79 I I I I I 6 r
17LF-8" DIP ® 1.06% I RIM:23.96 z I I I `•'
STORM CATCH BASIN
C» N (IN)
.
TYPE 1 I B51, TYPE 1 \ I IE:20.30 6 I I z
I N:174,112.66 a
2g. RD IE:2030 6" S (IN)
x E:1,297,161.03 IE:20.30 6
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RIM=23.25 I ( yk W (OUT)
IE=17.89, 12"CPP N y�I yy " I xy
22• RIM: 22.85i :•::...:
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IE=17.86, 12"CPP SW ',..::,:: ; �I N"
I IE:19.66 6 E (IN) 1 6 p � tiy�a \ 30LF-6 PVC SDR35 � 2.15% � '>- NO PARKING
IE:19.66 8" N OUT 2�1 I L fig. I.•.:.,,
Q ITW / \ 46LF-6 PVC SDR35 @ 1.36%
am"REST RDCO03, 6" CO 5
1 N:174,065.78 % ��� �- w y$
tK- n \ E:1 297, w
2� ti n / I 189.80 tK' - 7 11 c�
x o x RIM: 23.96 `L w 8�
titi56 I I �� 0\� yA� y�1 y/ IE: 20.93 6" N (OUT) i ASPHALT w x �� 6
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23 TELEPHONE
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x ss N SANITARY SEWER MANHOLE
QI\/ N 3 ��c;�tiN i�����6ass g� ::.':; - TYPE II
SANITARY SEWER MANHOLE -
TYPE II o I I ?�Q� a , _ _ W x �� ss as RIM=23.23
RIM=22.92 `� I �, o ; w 6 4 ss 3' 15 MAPLE IE=17.07, 6"PVC E
IE=15.70, 8"PVC N gx I I o ss g� 1. - TO IE=17.01 6"PVC S
IE=15.85, 8"PVC E �ti6 �I x �a 0�8� ' W .x2�"� i ss ' ;:.:., BRAVE MAPLE
_!��i5' MAPLE ,2q 'IE=17.19, 8"PVC W
S s 1 `1 >, M _ NO PARK
S.W.3TH I s �'- `I ss SS g
. :.:..: 1E,� ,
VE •� s ye x 22' TF x NO PARKING" , VACATED R O.W.
THIRp q � ss x��. � _ RENTON
C 1 i'� -23 CITY OF 0
PER NCE 9 61 0284
' ' N / - I ORDIN NO 1 g96p614 III a24.0�L ' REC'
STORM CATCH BASIN ' `�' 23 ti o x 16x -1()1'
TYPE 1
RIM16.69, 0 �y6 ti2� 3 2 STORM CATCH BASIN NORTH
IE=16.69, 18;;CMP N Ix ti IOO x I �� x TYPE I
GRADING AND STORM DRAINAGE PLAN (PRIVATE) 20 HORIZONTAL SCALE: 20-20 40
SCALE: 1"=20'
• Call 811
• ® two business days
before you dig NO.
REVISION
SURVEYED:
DESIGNED:
DKM/RJJ
DRAWN:
KLK/DKM
CHECKED:
DCD
BY DATE APPR APPROVED:
DCD
SCALE:
VERTICAL: NAVO 1988 •
AS NOTED HORIZONTAL: NAD 1983/1991 CITY OF
R
RENTON
ONE INCH DATU M vugv
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
LEGEND
PROPOSED FEATURES -
SD STORM DRAIN PIPE, INSTALL PER ST PLAN 220.00 OR
220.10/C3.3B, AS APPROPRIATE.
- ROOF DRAIN PIPE, INSTALL PER ST PLAN 220.00 OR
220.10/C3.3B, AS APPROPRIATE
- GRADE BREAK
TYPE 1 CATCH BASIN, PER STD PLAN 200.00/C3.3B
ROOF DRAIN CLEANOUT
GENERAL NOTES
1. SEE APPLICABLE GRADING AND STORM DRAINAGE NOTES ON C3.26
2. SLOPES NOT TO EXCEED 3H:1V
3. TYPE 1 CATCH BASINS SHALL BE TOPPED WITH LOCKING SOLID LIDS PER
STD PLAN 204.10/C3.4B, UNLESS OTHERWISE NOTED
4. CONTRACTOR TO FIELD -VERIFY LOCATION OF EXISTING UTILITIES.
5. STORM STRUCTURES SHALL BE INSTALLED PER STD PLAN 202.00/C3.3B
6. ROOF DRAINAGE SHOWN ON THIS PLAN IS FOR THE PROPOSED BUILDING
ADDITION ONLY.
7. CONTRACTOR SHALL REROUTE EXISTING DOWNSPOUTS ON THE SOUTH FACE
OF THE EXISTING BUILDING ABUTTING THE PROPOSED ADDITION AND ROUTE
INSIDE THE BUILDING SHELL AND TIE BACK INTO THE ORIGINAL ROOF
DRAINAGE SYSTEM OUTSIDE OF THE PROPOSED ADDITION ENVELOPE.
8. CONTRACTOR SHALL POTHOLE ADJACENT TO THE EXISTING BUILDING TO
DETERMINE WHETHER EXISTING ROOF DRAINAGE PIPES EXIST. IF ROOF
DRAIN PIPES EXIST BELOW PROPOSED ADDITION, CONTRACTOR SHALL
REROUTE PIPES AROUND PROPOSED BUILDING ADDITION, PARALLEL TO
ROOF DRAIN PIPING SHOWN ON THIS PLAN FOR THE BUILDING ADDITION.
CONTACT ENGINEER IF RESULTING SLOPE IN REROUTED PIPES IS LESS THAN
1.0%.
9. CURB SPOT ELEVATIONS ARE PLACED AT BOTTOM OF CURB. TOP OF CURB
IS 0.50 FT HIGHER THAN BOTTOM OF CURB, UNLESS OTHERWISE NOTED.
KEY NOTES
1� INSTALL LOCKING VANED GRATE PER STD PLAN 204.20/C3.4B
2� ROOF DOWNSPOUT PER DETAIL 300/C3.3B
3� FIELD LOCATE AND CONNECT TO EXISTING STORMWATER SYSTEM
4� INSTALL OLDCASTLE BIOPOD BIOFILTER VAULT PER 320/C3.4B
5� CONCRETE LANDING FLUSH WITH ADJACENT ASPHALT PAVEMENT
RESTRICTOR TEE FOR SPILL CONTROL PER STD PLAN 237.00/C3.3B
7� PARALLEL RAMP PER WSDOT STD PLAN F-40.12-03/C2.3B
P__:�:_ PERPENDICULAR RAMP PER WSDOT STD PLAN F-40.15-03/C2.4B
SINGLE DIRECTIONAL RAMP PER WSDOT STD PLAN F-40.16-03/C2.5B
sitts&hill
"l,D C. O ,
O� pF wGt.��r CIVIL I STRUCTURAL I SURVEY
4815 CENTER STREET I TACOMA, WA. 98409
r f t V PHONE: (253) 474-9449 I FAX: (253) 474-0153
� ` http://www.sittshill.com/
A 46449 Q Project No.: 19480 Project Mgr.: DCD
sS�oNAL 6�� Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
OM
R-422915
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Wanders 05/08/2023
BROTHERTON BUICK-GMC - RENTON
GRADING AND STORM DRAINAGE PLAN
(PRIVATE)
DATE:
FIELDBOOK:
PAGE:
DRAWING NO:
C3.0B
SHEET: OF:
15 29
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