HomeMy WebLinkAboutEx_04_Civil_Plan_SetSE 192ND ST
ROW DEDICATION
STORM TRACT
LOT 6LOT 5LOT 4LOT 3
LOT 1LOT 2
PARCEL AREA TABLE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Know what'sCall below.
before you dig.
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Encompass
Eastern Washington Division
407 Swiftwater Blvd. ▪ Cle Elum, WA 98922 ▪ Phone: (509) 674-7433
Western Washington Division
165 NE Juniper Street, Suite 201 ▪ Issaquah, WA 98027 ▪ Phone: (425) 392-0250
ENGINEERING & SURVEYING
SITE
VICINITY MAP
SITE DATA:
PROJECT TEAM:
UTILITY INFORMATION:
LEGAL DESCRIPTION:
INSTRUMENTATION:
BENCHMARK:
VERTICAL DATUM:
BASIS OF BEARINGS:
HORIZONTAL DATUM:
BSBL DISTANCES:
CONTRACTOR NOTES:
CONTRACTOR RESPONSIBILITY:
DISCREPANCIES:
EXISTING UTILITY NOTE:
EXISTING ON-SITE IMPERVIOUS COVERAGE:
PROPOSED ON-SITE IMPERVIOUS COVERAGE:
PROPOSED ON- AND OFF-SITE IMPERVIOUS =22,576 SF
SHEET INDEX
NO.NAME
1 COVER SHEET
2 TOPOGRAPHIC SURVEY
3 TESC & DEMOLITION PLAN
4 TESC DETAILS
5 STORM & GRADING PLAN
6 STORM & GRADING PROFILES I
7 STORM & GRADING PROFILES II
8 SEWER & WATER PLAN
9 CONSTRUCTION DETAILS I
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COVER SHEET
11806 SE 192ND STREET
DANIEL PECK
PECK SHORT PLAT
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Exhibit 4
RECEIVED
02/20/2025 NPerry
PLANNING DIVISION
Docusign Envelope ID: B29EB968-C739-45B8-8E1F-7522EE3C1A3A
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Know what'sCall below.
before you dig.
R
Encompass
Eastern Washington Division
407 Swiftwater Blvd. ▪ Cle Elum, WA 98922 ▪ Phone: (509) 674-7433
Western Washington Division
165 NE Juniper Street, Suite 201 ▪ Issaquah, WA 98027 ▪ Phone: (425) 392-0250
ENGINEERING & SURVEYING
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TOPOGRAPHIC SURVEY
11806 SE 192ND STREET
DANIEL PECK
PECK SHORT PLAT
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Docusign Envelope ID: B29EB968-C739-45B8-8E1F-7522EE3C1A3A
SE 192ND ST IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Know what'sCall below.
before you dig.
R
Encompass
Eastern Washington Division
407 Swiftwater Blvd. ▪ Cle Elum, WA 98922 ▪ Phone: (509) 674-7433
Western Washington Division
165 NE Juniper Street, Suite 201 ▪ Issaquah, WA 98027 ▪ Phone: (425) 392-0250
ENGINEERING & SURVEYING
NO
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H
GRADING QUANTITIES:
DISTURBANCE AREA:
·
·
·
TESC LEGEND:
NOTE:
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TESC & DEMOLITION PLAN
11806 SE 192ND STREET
DANIEL PECK
PECK SHORT PLAT
CONSTRUCTION SEQUENCE:
SURVEY LEGEND:CONSTRUCTION SCHEDULE:
TESC KEYNOTES:
Docusign Envelope ID: B29EB968-C739-45B8-8E1F-7522EE3C1A3A
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Know what'sCall below.
before you dig.
R
Encompass
Eastern Washington Division
407 Swiftwater Blvd. ▪ Cle Elum, WA 98922 ▪ Phone: (509) 674-7433
Western Washington Division
165 NE Juniper Street, Suite 201 ▪ Issaquah, WA 98027 ▪ Phone: (425) 392-0250
ENGINEERING & SURVEYING
TREE PROTECTION FENCE DETAIL SEDIMENT TRAP SIZING
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TESC DETAILS
11806 SE 192ND STREET
DANIEL PECK
PECK SHORT PLAT
Docusign Envelope ID: B29EB968-C739-45B8-8E1F-7522EE3C1A3A
CB #1
CONTECH CB
SDMH #1
CONTROL STRUCTURE
DETENTION TANK
ROW DEDICATION
STORM TRACT
LOT 6LOT 5LOT 4LOT 3
LOT 1LOT 2
SE 192ND ST
CB #2
CB #3
CB #4
CB #5
CB #6
CB #7
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Know what'sCall below.
before you dig.
R
Encompass
Eastern Washington Division
407 Swiftwater Blvd. ▪ Cle Elum, WA 98922 ▪ Phone: (509) 674-7433
Western Washington Division
165 NE Juniper Street, Suite 201 ▪ Issaquah, WA 98027 ▪ Phone: (425) 392-0250
ENGINEERING & SURVEYING
NO
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STORM & GRADING PLAN
11806 SE 192ND STREET
DANIEL PECK
PECK SHORT PLAT
SURVEY LEGEND:STORM KEYNOTES:
SE 192ND ST SECTION
RESIDENTIAL ACCESS STREET SECTION
Docusign Envelope ID: B29EB968-C739-45B8-8E1F-7522EE3C1A3A
HAMMERHEAD @ ROAD CENTERLINE
SSMH #4
SSMH #5
CB #7 CB #5
CB #6
ACCESS ROAD @ ROAD CENTERLINE
SSMH #3 SSMH #4
CB #3
CB #2
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Know what'sCall below.
before you dig.
R
Encompass
Eastern Washington Division
407 Swiftwater Blvd. ▪ Cle Elum, WA 98922 ▪ Phone: (509) 674-7433
Western Washington Division
165 NE Juniper Street, Suite 201 ▪ Issaquah, WA 98027 ▪ Phone: (425) 392-0250
ENGINEERING & SURVEYING
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STORM & GRADING PROFILES I
11806 SE 192ND STREET
DANIEL PECK
PECK SHORT PLAT
RESIDENTIAL ACCESS STREET SECTION
Docusign Envelope ID: B29EB968-C739-45B8-8E1F-7522EE3C1A3A
SE 192ND STREET @ ROAD CENTERLINE
CB #1 SSMH #2
SSMH #3
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Know what'sCall below.
before you dig.
R
Encompass
Eastern Washington Division
407 Swiftwater Blvd. ▪ Cle Elum, WA 98922 ▪ Phone: (509) 674-7433
Western Washington Division
165 NE Juniper Street, Suite 201 ▪ Issaquah, WA 98027 ▪ Phone: (425) 392-0250
ENGINEERING & SURVEYING
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STORM & GRADING PROFILES II
11806 SE 192ND STREET
DANIEL PECK
PECK SHORT PLAT
SE 192ND ST SECTION
Docusign Envelope ID: B29EB968-C739-45B8-8E1F-7522EE3C1A3A
SSMH #1
SSMH #2
SSMH #3
SSMH #4
SSMH #5
ROW DEDICATION
STORM TRACT
LOT 6LOT 5LOT 4LOT 3
LOT 1LOT 2
SE 192ND ST IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Know what'sCall below.
before you dig.
R
Encompass
Eastern Washington Division
407 Swiftwater Blvd. ▪ Cle Elum, WA 98922 ▪ Phone: (509) 674-7433
Western Washington Division
165 NE Juniper Street, Suite 201 ▪ Issaquah, WA 98027 ▪ Phone: (425) 392-0250
ENGINEERING & SURVEYING
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SEWER & WATER PLAN
11806 SE 192ND STREET
DANIEL PECK
PECK SHORT PLAT
SURVEY LEGEND:SEWER KEYNOTES:WATER KEYNOTES:
Docusign Envelope ID: B29EB968-C739-45B8-8E1F-7522EE3C1A3A
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Know what'sCall below.
before you dig.
R
Encompass
Eastern Washington Division
407 Swiftwater Blvd. ▪ Cle Elum, WA 98922 ▪ Phone: (509) 674-7433
Western Washington Division
165 NE Juniper Street, Suite 201 ▪ Issaquah, WA 98027 ▪ Phone: (425) 392-0250
ENGINEERING & SURVEYING
2'
-
4
"
IN
S
I
D
E
R
I
M
10'-5"
OUTSIDE RIM
2'-4"
INSIDE RIM
4'-0"
INSIDE RIM
4'-0"
INSIDE RIM
PLAN VIEW
27" CARTRIDGES
SECTION C-C
A
51
4"
2'-0"
INSIDE
2'-012"
OUTSIDE
B
3'-8"2'-8"3'-8"
10'-1"
5"
5"
B
B
FLOW
H
6"
A A
FLOATABLES BAFFLE
WEIR
WALL
INLET STUB
(OPTIONAL)
OUTLET PIPE
FROM FLOWKIT
OUTLET STUB
PERMANENT
POOL ELEVATION
LIFTING EYE
(TYP. OF 4)
PERMANENT
POOL ELEVATION
CARTRIDGE
SUPPORT TYP.
CATCHBASIN FOOT
(TYP. OF 4)
OPTIONAL SLOPED LID
ACCESS
COVER VANED INLET GRATE
(SOLID COVER OPTIONAL)
CLEANOUT ACCESS
PLUG ON WEIR WALL
FLOW KIT TYP.
STORMFILTER
CARTRIDGE TYP.
CONCRETE COLLAR
AND REBAR TO
MEET HS20 IF
APPLICABLE BY
CONTRACTOR
FINISHED GRADE
1'-0"
COLLAR
SECTION A-A
FILTRATION
BAY INLET TYP.
CATCHBASIN FOOT
(TYP. OF 4)
800-526-3999 513-645-7000 513-645-7993 FAX
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
4 CARTRIDGE CATCHBASIN
STORMFILTER
STANDARD DETAIL
I:
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6
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9
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THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWINGU.S. PATENTS: 5,322,629; 5,524,576; 5,707,527; 5,985,157; 6,027,639; 6,649,048;RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING.
GENERAL NOTES
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR
CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com
3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN
THIS DRAWING.
4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY
CONTRACTOR.
5. MANUFACTURER TO APPLY A SURFACE BEAD WELD IN THE SHAPE OF THE LETTER "O" ABOVE THE OUTLET PIPE STUB ON THE EXTERIOR SURFACE
OF THE STEEL SFCB.
6. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD
OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE
USING FLEXIBLE COUPLING BY CONTRACTOR.
7. STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD
RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH #4 REINFORCING BARS TO BE PROVIDED
BY CONTRACTOR.
8. FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE
7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS.
9. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft).
INSTALLATION NOTES
A. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY
ENGINEER OF RECORD.
B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES
PROVIDED).
C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF.
www.contechES.com
STORMFILTER STEEL CATCHBASIN DESIGN NOTES
CARTRIDGE HEIGHT
SPECIFIC FLOW RATE (gpm/sf)
CARTRIDGE FLOW RATE (gpm)
RECOMMENDED HYDRAULIC DROP (H)
27"18"18" DEEP
3.05'2.3'3.3'
STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 4 CARTRIDGE CATCHBASIN
HAS A MAXIMUM OF FOUR CARTRIDGES. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER
CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL.
PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS
REQUIRED.
CARTRIDGE SELECTION
18.79 12.53 12.53
2 gpm/sf
22.5 11.25 15 7.5 15 7.5
1.67* gpm/sf 1 gpm/sf 2 gpm/sf 1.67* gpm/sf 1 gpm/sf 2 gpm/sf 1.67* gpm/sf 1 gpm/sf
* 1.67 gpm/sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB®(PSORB) MEDIA ONLY
INLET PERMANENT POOL LEVEL (A)1'-0"1'-0"2'-0"
PEAK HYDRAULIC CAPACITY 1.0 1.0 2.25
OVERALL STRUCTURE HEIGHT (B)4'-9"3'-9"4'-9"
CONFIGURATION
STRUCTURE ID
WATER QUALITY FLOW RATE (cfs)
PEAK FLOW RATE (<1 cfs)
RETURN PERIOD OF PEAK FLOW (yrs)
CARTRIDGE FLOW RATE (gpm)
MEDIA TYPE (PERLITE, ZPG, PSORB)
RIM ELEVATION
PIPE DATA:I.E.DIAMETER
INLET STUB
OUTLET STUB
NOTES/SPECIAL REQUIREMENTS:
4-CARTRIDGE CATCHBASIN
STORMFILTER DATA
SLOPED LID
SOLID COVER
OUTLET
INLET
*PER ENGINEER OF RECORD
YES\NO
YES\NO
496.90'12"
497.00'12"
499.20'
ZPG
XX
XXX
X.XX
X.XX
XXX
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CONSTRUCTION DETAILS I
11806 SE 192ND STREET
DANIEL PECK
PECK SHORT PLAT
Docusign Envelope ID: B29EB968-C739-45B8-8E1F-7522EE3C1A3A