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SANITARY SEWER
TABLE
SSCB # 1, W/ TRAFFIC RATED LID
W/ VERTICAL TEE FOR OIL/WATER SEPARATION
RIM = 39.36
IE=36.86 (6.00" OUT SE)
CATCH BASIN
GRADING AND DRAINAGE SITE PLAN
FOR
RENTON BROWN BEAR AUTO SENTRY ADDITION
01 MEASUREMENT FROM NORTHEAST PROPERTY CORNER TO NE QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M.
CENTER OF THE NORTH EASTERN CANOPY COLUMN. CANOPY CITY OF RENTON, KING COUNTY, WASHINGTON
AS SHOWN IS PARALLEL TO NORTH PROPERTY LINE.
TABLE
CB #1, TYPE 1, W/STANDARD GRATE
RIM = 37.11
IE=34.61 (8" E)
IE=34.61 (6" SE) A
CB #2, TYPE 1, W/ SOLID LOCKING TRAFFIC RATED LID
RIM = 38.16
IE=35.78 (6" NW)
IE=35.78± ME (6" S) �1 I
•`..�+•.••:� :. \ \o I:.� % 38.67 8 \
0.8 0 1 38.7
•••�•••.•.'.'. 38.80' 38.56 38.45± ME
38.89
\ 9.39 TP `39.50 •. .•••. -. . \ 1
\• `::•�:•.._�. .••••. G� \ 0 •` 39.39 .:.'.;y' % `••.•:•:.•.:.�. 38.58 35.19'
••.•.3$. • .`. '` col
\ 39.39• .�SSCB 1 i 38.42± ME
\ ••.. �G 39.47' :. .:.'.'. .••-+.�_ �••-.•••• 39.50 •'39.40'••.:' I
\\ \ `-•:•+..••• \ . .O'�,� .•+'. .•. . . ��:. .� ; 2 37.29± ME
39.12 37.20± ME
450
DRAINAGE STRUCTURE NOTES \ ` o�., .. •. • • •.... •. • .. ` , 39.29 2 LF 8 DI SD @ 0.50% 4
- • -
1. PROPOSED CATCH BASIN. PROPOSED CONNECTION \ �P. �' �`:- . 39.87 o�g ' '
TO EXISTING STROM LINE. CONTRACTOR SHALL \ . q p� - _� 39.60 2 LF �8" DI SD @ 0.50% 2 37.16±
PROVIDE FITTING/ADAPTERS AS NECESSARY TO \ �G .��`� -`-` -• '• 0.0 01,�iCB 1MAKE CONNECTION AS SHOWN. IT MAY BE..�'�0 39.49 ,i o
00
NECESSARY TO ADJUST POINT OF CONNECTION TO v\ \`, G�S� 39.92± ME �. • • • • 6 `� 39.60 f '
EXISTING STORM. NOTIFY BARGHAUSEN CONSULTING \ O��\ ` 40.16 �. ��° 37.11
3 1
ENGINEERS OF ANY DISCREPANCIES AND/OR \
DEVIATIONS FROM WHAT IS SHOWN. \ \ p
39.87
2. FUELING AREA OIL/WATER SEPARATOR PER CITY O '
MEASUREMENT FROM NORTHEAST PROPERTY CORNER TO
CENTER OF THE NORTH WESTERN CANOPY COLUMN. CANOPY 80.15
AS SHOWN IS PARALLEL TO NORTH PROPERTY LINE. I / g8.15' 6) 14
�.. -.
PROPERTY LINE
C�lggg38'33 _ 350'-` :•`_i.-• . .`.`.'-` . . . . . . :.i.:.`.+ •.-. .-.f"`.'-��•-.'.
-•--. ct°r.. . . . . . • . .
. ..•... - .-... -.•+• . . . 16
r �•\.-:.•�.-.�-. •W- :�•:.,,-+•.- ••.•_ •-. .••-.--•. .`..�` ` .'+ -ME ., .. v"3'9'.. 4 I.. �.'�. U: -0.8`. . 11 Q:N.•�.o..I
38.53± ME
. .. .. ...-
. . . . . .•. . . . . . . . . ... . 39.13.' - i7
•' '•-._.:.'_
... . . .�;_......`.'.'. .......
:.:::�T�412
39.20± N 10 .93. . %. . . . . II I 11 �0
•-•.••-`-•-•.•••-'� 38.90 I
. ; 7 9.10 3 .22 Tm
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3 .90
18
13' . .-. \
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T-CONSTRUCTION NOTES SITE PLAN
1. EXISTING BROWN BEAR CAR WASH WITH EMPLOYEE OFFICE.
2. NEW TRASH ENCLOSURE WITH CONCRETE PAD TO SURFACE FLOW.
ENCLOSURE TO BE COVERED PER CORMC TITLE IV. 4-4-090.
CONTRACTOR TO INSTALL CATCH BASIN AND ROUTE TO EXISTING
SIDE SEWER. SEE ARCHITECTURAL PLANS FOR DETAILS. PAVEMENT
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SECTION PER DETAIL 7/C5.0.
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3.
PARKING STALL MARKINGS SHALL BE 4" WIDE WHITE TRAFFIC
PAINTED STRIPES (TYPICAL).
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4.
NEW ACCESSIBLE PAVEMENT MARKINGS PER DETAIL 1/C5.0.
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5.
NEW ACCESSIBLE SYMBOL PER DETAIL 2/C5.0.
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NEW ACCESSIBLE AND "NO PARKING" SIGN PER DETAIL 3/C5.0.
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7.
NEW ON -SITE BARRIER CURB PER DETAIL 4/C5.0.
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8.
NEW ON -SITE CURB AND GUTTER PER DETAIL 6/C5.0.
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9.
NEW ASPHALT PAVEMENT PER DETAIL 9/C5.0.
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10.
NEW CONCRETE SLAB UNDER AUTO -SENTRY. PAVEMENT SECTION
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PER DETAIL 7/C5.0.
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11.
NEW AUTO SENTRY PAY STATIONS. CURBING TO BE LESS THAN 9".
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SEE ARCHITECTURAL PLANS.
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12.
NEW AUTO SENTRY CANOPY. SEE ARCHITECTURAL PLANS FOR
DETAILS.
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13.
NEW LANDSCAPING. SEE LANDSCAPING PLANS FOR DETAILS.
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CONTRACTOR TO GRADE LANDSCAPING AREAS TO PROMOTE POSITIVE
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DRAINAGE. THE SOIL AMENDMENT BMP PER C.2.13 OF THE
CORSWDM SHALL BE IMPLEMENTED IN ALL LANDSCAPED AREAS
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ON -SITE.
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14.
NEW LOCATION OF BEAR STATUES. CONTRACTOR TO CONFIRM FINAL
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LOCATION WITH OWNER PRIOR TO CONSTRUCTION.
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15.
EXISTING LOT LIGHT.
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16.
EXISTING CURB TO REMAIN.
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17.
NEW "EMPLOYEE PARKING ONLY" SIGN PER DETAIL 8/C5.0.
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18.
SAWCUT LINE.
RIM=37.62'
12" DI N IE=30.40'
EXISTING STORM PIPE TO BE 8" DI SW IE=30.53'
CAPPED AND ABANDONED TO 8" DI E IE=30.12'
FACILITATE PROPOSED STORM '
NETWORK IMPROVEMENTS. ,
CONTRACTOR TO PROVIDE
OF RENTON STANDARD DETAIL 240.10. SEE DETAIL \ \ NECESSARY MATERIALS FOR
2 C5.1. h� �G� �^��� `�`, `-`��'. � `40. 1 4 + \`�� I I' CAPPING OF STORM LINE. /
/ \ ` 39.56_ ME �` �, a /
RIM: 37.13 40. 6 26 LF 6" DI SD @ 4.03% I
IE: 34.60 (8 IN W) y /
J 5 81 LF 6" SDR-35 PIPE SS C� 2.00% MIN. �` �
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IE: 35.10 (8" OUT E)
\ G 40.21
4042
3. PROPOSED CATCH BASIN PER CITY OF RENTON
STANDARD PLAN 200.00. SEE DETAIL 1 /C5.1.
4. CONTRACTOR TO RAISE EXISTING CATCH BASIN TO
FINISH GRADE.
RIM:37.15
IE: 35.09 (6" W)
EX. IE: 35.09 (8" E)
GRADING NOTES:
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�9 40.67± ME \ g
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1. ALL SPOT ELEVATIONS SHOWN ARE TO FINISH SURFACE (TOP OF ASPHALT OR TOP
OF CONCRETE PAVEMENT, NOT TOP OF CURB/SIDEWALK) UNLESS OTHERWISE
NOTED. (TA = TOP OF ASPHALT, TC = TOP OF CURB, FC = FLUSH CURB, GB =
GRADE BREAK, ME = MATCH EXISTING ELEVATIONS, TPI = TOP OF ISLAND).
2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PROPOSED
GRADES IN RELATIONSHIP TO SURVEYED BASIS OF ELEVATION.
3. FILL MATERIAL AND COMPACTION SHALL CONFORM TO CITY OF RENTON AND
KING COUNTY REQUIREMENTS.
4. CONTRACTOR TO PROTECT AND MAINTAIN EROSION CONTROL MEASURES
DURING GRADING OPERATIONS AND REMOVE AT END OF CONSTRUCTION.
5. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF
RENTON AND KING COUNTY REQUIREMENTS.
GEOTECHNICAL NOTES
BASED ON ZIPPERGEO'S GEOLOGIC HAllARD AREA REPORT, DATED
JULY 27, 2018, PRIMARY GEOTECHNICAL CONSIDERATIONS THAT MAY
AFFECT ASPECTS OF DESIGN AND CONSTRUCTION INCLUDE
REQUIRING VISUAL MONITORING BY THE CONTRACTOR OF
TEMPORARY EXCAVATIONS AND THE IMPLEMENTATION OF TEMPORARY
SHORING OR BUTTRESSING IF UNSTABLE TEMPORARY EXCAVATION
SLOPES ARE OBSERVED.
UTILITY CONFLICT NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES
WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION
PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY
LOCATE @ 811 AND THEN POTHOLING ALL OF THE EXISTING
UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID
UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE
UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.
IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY
BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL
PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
\z 40.31 ± ME
15
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PROPOSED BENCH. CONTRACTOR TO
\\� VERIFY SUITABLE LOCATION TO
INSTALL BENCH OUTSIDE CARWASH.
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UTILITY POTHOLING NOTE
THE CIRCLED LOCATIONS ARE REQUIRED TO BE POTHOLED TO \ \ \
VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING UTILITY \\ \
AND/OR POTENTIAL CONFLICTS WITH EXISTING UTILITIES. I
POTHOLING SHALL BE PERFORMED PRIOR TO INSTALLING ANY
PROPOSED UTILITIES. CONTRACTOR SHALL NOTIFY BARGHAUSEN
CONSULTING ENGINEERS, INC. OF ANY CONFLICTS.
HORIZONTAL CONTROL NOTE:
CONTRACTOR SHALL HAVE ALL PROPERTY LINES, CURB, SIDEWALK,
STRUCTURES, CONCRETE PADS AND ANY OTHER ABOVE GROUND
PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED FOR
CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED SURVEYOR
SHALL STAKE ALL ITEMS USING COORDINATE GEOMETRY (RECTIFIED
TO SITE CONTROL) CONTAINED IN CAD DRAWING FILES PROVIDED BY
BARGHAUSEN CONSULTING ENGINEERS, INC. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RETRIEVE LATEST CAD FILES
FROM BARGHAUSEN CONSULTING ENGINEERS INC., REFLECTING ANY
ISSUED PLAN REVISIONS. BARGHAUSEN CONSULTING ENGINEERS
SHALL IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO
THE START OF CONSTRUCTION.
APPROXIMATE LOCATION OF SEWER
CONNECTION TO CARWASH PER CITY OF
RENTON SEWER CARD # 182305-9131
ROOF DRAIN NOTE:
CONTRACTOR TO INSTALL ROOF DRAINS TO SURFACE FLOW ONTO
PAVEMENT. SEE ARCHITECTURAL/MEP PLANS.
ACB #2
18
PROPOSED POINT OF CONNECTION TO
EXISTING 6" CONCRETE SEWER PIPE.
CONTRACTOR TO INSTALL PVC TEE
CUT IN TO EXISTING SIDE SEWER.
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REVISI❑NS PER CITY COMMENTS DATED 05/21/20
CMS
6/18/20
1
REVISIONS PER CITY COMMENTS
LRH
3/19/20
NO.
REVISION
BY
DATE
IFIR Flip. LRH
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APPR CRJ
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A=2'31'59"
R=5655.00' I I '
L=250.01' °
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MATCH EXISTING ELEVATIONS AT EDGE OF NEW
In PAVEMENT. CONTRACTOR TO INSTALL ASPHALT
PAVEMENT TO MATCH EXISTING DRAINAGE PATTERNS.
APPROXIMATE LOCATION OF EXISTING SIDE SEWER. CONTRACTOR TO TV
EXISTING SEWER LINE TO VERIFY VERTICAL AND HORIZONTAL LOCATION
PRIOR TO CONSTRUCTION. CONNECT PROPOSED SEWER LINE TO EXISTING
SIDE SEWER. CONTRACTOR TO POTHOLE POINT OF CONNECTION TO
CONFIRM VERTICAL AND HORIZONTAL LOCATION AS WELL AS PIPE SIZE,
DEPTH, AND CONDITION. CONTRACTOR TO PROVIDE ALL NECESSARY
FITTINGS/ADAPTORS TO MAKE CONNECTION. CONNECTION LOCATION SHALL
VARY AS NEEDED TO CONNECT TO EXISTING SIDE SEWER AT A MINIMUM
OF 2% SLOPE ON PROPOSED SEWER. ACTUAL CONNECTION LOCATION MAY
ADJUST AS NECESSARY. CONTRACTOR SHALL NOTIFY BARGHAUSEN
CONSULTING ENGINEERS, INC. OF ANY CONFLICTS.
MATCH EXISTING ELEVATIONS AT EDGE OF NEW PAVEMENT. CONTRACTOR
TO INSTALL ASPHALT PAVEMENT TO MATCH EXISTING DRAINAGE PATTERNS.
Know what's below.
Call before you dig.
Dial 811
1In=10'
am 40•
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am occommalt
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
CITY OF
RENTON
Plonning/Building/Public Works Dept.
CARWASH DISCHARGE NOTE:
EXISTING CARWASH EFFLUENT CURRENTLY AND WILL REMAIN TO
DISCHARGE TO SANITARY SEWER.
ELECTRICAL DESIGN NOTES:
CONTRACTOR TO CONFIRM ELECTRICAL CONDUIT REQUIREMENTS, ROUTING,
PLACEMENT AND TRENCHING AND RESTORATION WITH OWNER PRIOR TO
CONSTRUCTION. ELECTRICAL DESIGN PROVIDED PER OWNER.
GEOLOGIC HAZARD NOTE:
SITE IS ADJACENT TO GEOLOGIC HAZARD ZONES. HAYES PLACE SW ROW IS
WITHIN LANDSLIDE HAZARD ZONE. PER THE CITY OF RENTON SWDM,
INFILTRATION DEVICES MUST BE 50' FROM LANDSLIDE HAZARD ZONES. SEE
GEOLOGIC HAZARD REPORT MENTIONED ON SHEET C1.0 FOR MORE DETAILS.
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R-411401_
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING WASTEWATER UTILITY
Scott Warlick 7/15/2020 Ann Fowler 07/15/2020
CURRENT PLANNING , % SURFACE WATER UTILITY
Mgelea Weihs 07/23/2019 W jfarah 07/15/2020 '
GRADING AND DRAINAGE SITE PLAN
FOR
BROWN BEAR CARWASH
77 RAINIER AVE S
RENTON, WA 98057
1/10/2020
mm-
omwo title
211at
C4.0 7