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ALL DIRECTIONS. g1 Q �,� C`�- I I TPN 3340402820 » �, I BA �T,:•`.•� 4�2X
CA CH ASIN tit 0 t TYPE I IE=14.51, 4 PVC SE 10 BAYESSQX
x \ ny / \ �� JQ t A & D RENTON LLC DOOR a'
9404079012 TYPE I I gyp. \ ��w I / t RIM=20.89 I BOTTOM STRUCTURE= 12.36 �I
OR, NOT FOUND RIM=20.18 o I g a IE=19.23, 12"CPP SW 3 PVC, PUMP WITH FORCEMAIN E 00 2-96 ya.GRAVELt..�
IE=17.72, 8 PP E I x �1 �99 xJy�
IE=17.46, 16'CPP S I I I �'� 9 0 16 2370 I _ 9 ?2; : WA TEA
IE=17.35 "CMP W I ti ' g TPN 33¢ 4'02850 EXISTING I I I 5"MAP 23 .
MATCH EXISTING `� I A �3a BROTHEh ADILLA u" g BUILDING EMPTY I 1` \ \
STORM CATCH BASIN TEL TEL 1
CONDUIT
TYPE I II �x706° II I 2�$a I N �::;, I 10' Imo
RIM=20.93 a NI 2X1&4X2 L t ': I SD" SD 11" PIN
IE=18.16, 18"CPP N I I a o I m o 23.28 - 2X3
IE=18.33, 12"CPP E I I 16�Oga 6 yb m YARD DRAIN I �-0 8 5 I P o
x ti� 3.,:.... RIM=23.10 � I 9„
IE=18.19, 18"CPP W I
I I 2` TOP OF DEBRIS 15.92
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tit I N I 4 F.F.=23.88 I STORM CATCH BASIN I I I \ CONCRt
TYPE I o ti I I 26 \ STAIRS
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STORM CATCH BASIN i I gb °66 _y °CONCRETE t 0 bg m ' RIM=23.66 I� _BASEMI
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RIM=20.48 I N d ®x IE=19.65, 12"CPP N I I I I\ I a ACCES.
IE=19.30, 8"DI S I tioAb I 2ai6 p �y5y as ' IIIN
IE=19.76, 12„CPP E z Q
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so I II \ 1 F.F.=23.87 I I I o I I I YARD 2c
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TYPE I � I 3 i h - :- so I I I I EXIST
tio• i U- \ rre' TPN 3340402885 I I BUILL
RIM=21.65 Hx N ��0� a `L'` '� \ I I BROTHERTON CADILLA STORM CATCH BASINC14 I I I I I I
IE=18.74,12 DI SE nl SS - Ss - - - S - SS - - TYPE I g 1
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IE=18.54, 12"CPP NW I N® I I RIM=22.55 I \ IE=20.28, 6"PVC W L� ' I
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RIM=20.62 I \ /
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RIM 23.25 I tik U � � yk R D o 11 i I �'�::r `.;.: •.: •..
IE=17.89, 12"CPP N y1 x II x 21 -I.I / 2�5 I x�
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RIM=22.71 6/
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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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RIM=21.49 I a � c, N oo IE=18.37, 18 CPP S REN IUl
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TYPE 1 a �1� L160 ��GGti� h eT/C.??11)011 �C ss ss �'o� 3 0 _
RIM=21.28 I \O N c� /C.? t _ ss ��� }1 .9.W NCE #468 a GAs-
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SS 1 �..' 14 NO PARK
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ss 22�g TED R'O•W. TON
ss s x 11ti b x T23" NO PARKING" _ - VACA CITY OF REN
610
ORDINANCE199606140284
_
Jg x ti24.0�2EC. NO.
' R
�o
220 x STORM CATCH BASIN NORTH
h x I TYPE I
GRADING AND STORM DRAINAGE PLAN (PUBLIC) HORIZONTAL SCALE: 1"=20'
20 0 20 40
SCALE: 1 "=20'
• Call 811
• m two business days
before you dig NO.
REVISION
SURVEYED:
DESIGNED:
DKM/RJJ
DRAWN:
KLK/DKM
CHECKED:
DCD
BY DATE AP P R APPROVED:
DCD
LEGEND
PROPOSED FEATII
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-40.15-04/C2.4B
SINGLE DIRECTIONAL RAMP PER WSDOT STD PLAN F-40.16-03/C2.5B
01 sitts&hill
�1,D C. O
CIVIL I STRUCTURAL I SURVEY
4815 CENTER STREET I TACOMA, WA. 98409
r f 1 V PHONE: (253) 474-9449 I FAX: (253) 474-0153
` http://www.sittshill.com/
46449 Q Project No.: 19480 Project Mgr.: DCD
o,� clsiER ,rw`` N
S"%NAL £�G Min Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
0
R-422916
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Wanders 05/08/2023
SCALE: DATE:
VERTICAL: NAVD 83/1 • BROTHERTON BUICK-GMC - RENTON
AS NOTED HORIZONTAL: NAD 1983/1991 C T Y O F
FIELDBOOK:
RENTON PAGE:
ONE INCH DATUM DRAWING NO:
AT FULL SCALE Plan ning/Building/Public Works Dept. GRADING AND STORM DRAINAGE PLAN C3, 1 B
IF NOT ONE INCH
SCALE ACCORDINGLY (PUBLIC)
SHEET: OF:
16 29
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