HomeMy WebLinkAboutP_CIVIL_SET_240826_v7EXIST STORM DRAINAGE STRUCTURE TABLE
ID
CB #2
CB #3
CB #4
EX SDMH-1
EX. CB #1
EX.CB #6
EX.CB #7
DESCRIPTION
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE II-SOLID LID
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
RIM ELEV
EL 307.56
EL 309.41
EL 340.60
EL 294.51
EL 306.95
EL 345.08
EL 354.82
PIPE INVERT
12" (W) LCPE IE=303.89
12" (E) LCPE IE=303.89
12" (N) IE=303.89
12" (W) LCPE IE=305.00
12" (NW) RCP IE=337.92
12" (E) LCPE IE=286.71
12" (W) REINFORCED CONCRETE IE=286.61
12" (N) EX CMP IE=290.01
12" (NE) EX CMP IE=290.16
12" (SE) EX CMP IE=287.21
12" (E) LCPE IE=302.54
12" (N) LCPE IE=302.54
12" (NW) LCPE IE=341.60
12" (E) LCPE IE=341.60
12" (W) LCPE IE=349.02
STATION
OFFSET
9+92.54
8.764L
9+80.14
8.685L
6+00.30
10.703L
3+14.80
5.016L
10+09.06
10.824L
5+45.00
14.654L
1+18.16
0.970L
EXIST STORM DRAINAGE STRUCTURE TABLE
ID
SDCB-T1
SDMH-T2.1
SDMH-T2.2
DESCRIPTION
CB-TYPE 1
SDMH TYPE 2
SDMH TYPE 2
RIM ELEV
EL 307.41
EL 307.91
EL 305.30
PIPE INVERT
12" (SW) EX CMP IE=303.06
12" (NE) RCP IE=303.24
12" (NW) EX CMP IE=302.95
12" (NE) EX CMP IE=302.95
12" (SW) RCP IE=303.63
STATION
OFFSET
10+24.68
32.114L
10+46.92
33.577L
9+89.49
28.654L
DRAIN
1ST FF=
316.73
2ND FF=
326.08
1ST FF=
317.77
2ND FF=
328.08
1ST FF=
318.35
2ND FF=
328.08
1ST FF=
318.91
2ND FF=
328.08
1ST FF=
320.0
2ND FF=
330.08
1ST FF=
322.61
2ND FF=
331.85
1ST FF=
324.61
2ND FF=
333.77
1ST FF=
331.59
2ND FF=
341.57
1ST FF=
330.35
2ND FF=
340.19
1ST FF=
325.70
2ND FF=
335.27
1ST FF=
325.95
2ND FF=
335.27
1ST FF=
327.35
2ND FF=
336.77
1ST FF=
323.80
2ND FF=
333.95
1ST FF=
324.02
2ND FF=
333.95
1ST FF=
325.81
2ND FF=
337.00
1ST FF=
333.31
2ND FF=
343.03
1ST FF=
333.44
2ND FF=
343.03
1ST FF=
334.94
2ND FF=
344.56
1ST FF=
331.80
2ND FF=
341.55
1ST FF=
331.80
2ND FF=
341.55
1ST FF=
333.47
2ND FF=
343.08
1ST FF=
348.19
2ND FF=
357.98
1ST FF=
349.75
2ND FF=
359.52
1ST FF=
351.13
2ND FF=
361.03
1ST FF=
352.61
2ND FF=
362.52
1ST FF=
354.23
2ND FF=
364.01
1ST FF=
348.25
2ND FF=
357.99
1ST FF=
349.53
2ND FF=
359.48
1ST FF=
350.87
2ND FF=
360.98
1ST FF=
352.46
2ND FF=
362.52
1ST FF=
353.96
2ND FF=
364.01
1ST FF=
314.90
2ND FF=
324.73
1ST FF=
315.92
2ND FF=
325.92
1ST FF=
316.10
2ND FF=
325.92
1ST FF=
316.60
2ND FF=
325.92
1ST FF=
317.57
2ND FF=
327.57
BUILDING #2 BUILDING #3
BUILDING #4
BUILDING #5
BUILDING #6BUILDING #7
BUILDING #8
BUILDING #1
SE GRANT CIRCLE
SE GRANT CIRCLE
GRANT AVE
S
PRIVATE ALLEY
16'
16'
12'
4'
4'
16'
20'
20' PRIVATE ALLEY ACCESS
& PUBLIC UTILITY EASEMENT
20' PRIVATE ALLEY ACCESS
& PUBLIC UTILITY EASEMENT
8'
18'
5'
20'
1.5' ROW DEDICATION
10' STORM DRAINAGE EASEMENT
15' UTILITY EASEMENT
3'LANDSCAPE
SETBACK
SPLIT RAIL FENCE
ON TREE PRESERVATION AREA
RAIL ON THE RET. WALL
TOP EDGE
LINEAR DRAIN
TO THE SEWER
10'
WOOD FENCE ALONG
SOUTH PROPERTY LINE
WOOD FENCE ALONG
NORTH PROPERTY LINE
SITE
CLIENT/ DEVELOPER:
SATWANT SINGH
15 S. GRADY WAY, SUITE 527
RENTON, WA 98057
pmvrsingh@gmail.com
CIVIL ENGINEER:
DEAN FURR, P.E.
FURR ENGINEERING SERVICES
PLLC
4715 142ND PL SW UNIT#B
EDMONDS, WA 98026
(206) 890-8291
furrengineering@gmail.com
SURVEYOR:
TIM GRIFFIN
TYEE SURVEYORS
10007 GREENWOOD AVE. N
SEATTLE, WA 98133
PHONE: (206) 525-3660
SITE INFORMATION:
ADDRESS:504-1582 SE GRANT CIRCLE
PARCEL NUMBER:202305-9052
ZONING:RM-F
PARCEL AREA:92,051 SF (2.11AC)
DISTURBED AREA:89,451 SF (2.05 AC)
EXISTING IMPERVIOUS AREA:3,900 SF (0.09 AC)
GROSS NEW IMPERVIOUS AREA:58,866 SF (1.35 AC)
NET NEW IMPERVIOUS AREA:54,966 SF (1.26 AC)
BUILDING AREAS:
BUILDING 1 3,284 SF
BUILDING 2 2,723 SF
BUILDING 3 2,723 SF
BUILDING 4 3,284 SF
BUILDING 5 3,284 SF
BUILDING 6 2,723 SF
BUILDING 7 2,723 SF
BUILDING 8 3,284 SF
TOTAL 24,028 SF
BUILDING COVERAGE:26%
UTILITY PURVEYORS:
WATER CITY OF RENTON
SEWER CITY OF RENTON
STORMWATER CITY OF RENTON
ELECTRIC PUGET SOUND ENERGY
GAS PUGET SOUND ENERGY
GARBGE REPUBLIC SERVICES
COMM CENTURYLINK
ADDITIONAL NOTES:
1.6" VERTICAL CURB SHALL BE INSTALLED BETWEEN UNIT LOT DRIVEWAY
AND ABUTTING LANDSCAPED AREAS.
2.ALL TRACTS (UTILITY, DRAINAGE, SHARED AREAS, OPEN SPACES) SHALL
BE PLACED WITHIN SEPARATE TRACTS THAT WOULD BE OWNED AND
MAINTAINED BY THE HOMEOWNER'S ASSOCIATION.
3.ALL PRIVATE OPEN SPACE AREAS ATTRIBUTED TO EACH INDIVIDUAL
DWELLING UNIT SHALL BE LOCATED ON THE SAME UNIT LOT AS THE
DWELLING UNIT.
LEGAL DESCRIPTION:
AN UNDIVIDED ON-HALF INTEREST IN THE FOLLOWING DESCRIBED PROPERTY:
PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF
SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON,
DESCRIBED AS FOLLOWS:
BEGINNING ON THE EAST LINE OF SAID SUBDIVISION AT A POINT WHICH IS
SOUTH 00°08'49'' WEST 475.79 FEET FROM THE NORTHEAST CORNER THEREOF;
THENCE NORTH 00°08'49'' EAST 158.00 FEET;
THENCE WEST PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION 654.50 FEET;
THENCE SOUTH 26°18'57'' EAST TO THE INTERSECTION WITH A LINE EXTENDING
WESTERLY THROUGH THE SAID POINT OF BEGINNING AND PARALLEL WITH THE
NORTH LINE OF SAID SUBDIVISION;
THENCE EAST ALONG SAID EXTENDED LINE TO THE POINT OF BEGINNING;
EXCEPTION THEREFROM A STRIP OF LAND 30 FEET WIDE, PARALLEL WITH AND
ADJOINING THE WESTERLY LINE OF SAID TRACT, FOR ROAD PURPOSES;
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
TAX PARCEL # 2023059052
MERIDIAN:
ASSUMED
DATUM:
NAVD 88
BENCHMARKS:
ORIGINAL BM:FOUND BRASS DISK IN CONCRETE IN THE INTERSECTION OF
S 18TH ST AND GRAND AVE S. WGS POINT DESIGNATION : RENT787.
NORTHING = 172,295.95
EASTING = 1,302,573.67
ELEV. = 317.57
TBM - A:SET MAG NAIL IN SEAM 2' WEST OF TOP BACK CURB
ON WEST SIDEWALK OF GRANT AVE S.
ELEV. = 309.81
TBM - B:SET HUB + MAG NAIL 20' +/- E OF SE CORNER OF HOUSE.
ELEV. = 318.93
C.O.R. BM:MONUMENT IN CASE IN THE INTERSECTION OF
EAGLE RIDGE DRIVE SOUTH AND SOUTH 18TH STREET.
RENTON MONUMENT ID #1063
NORTHING = 172,968.69
EASTING = 1,301,533.10
ELEV. = 261.21
LOT AREA TABLE
1 1,076 SF
2 846 SF
3 1,025 SF
4 846 SF
5 1,076 SF
6 1,076 SF
7 846 SF
8 1,025 SF
9 1,076 SF
10 1,076 SF
11 846 SF
12 1,025 SF
13 1,076 SF
14 1,083 SF
15 851 SF
16 1,032 SF
17 851 SF
18 1,083 SF
19 1,083 SF
20 851 SF
21 1,032 SF
22 851 SF
23 1,083 SF
24 1,076 SF
25 846 SF
26 1,025 SF
27 1,076 SF
28 1,076 SF
29 846 SF
30 1,025 SF
31 1,076 SF
32 1,076 SF
33 846 SF
34 1,025 SF
35 846 SF
36 1,076 SF
TOTAL 35,630 SF
MIN.846 SF
MAX.1,083 SF
AVG.990 SF
TRACT AREA TABLE
TRACT A 19,084 SF 0.44 AC
TRACT B 12,476 SF 0.29 AC
TRACT C 2,595 SF 0.06 AC
TOTAL 34,155 SF 0.78 AC
NOTE:
ALL UTILITIES AND INFRASTRUCTURE PARTIALLY INSTALLED UNDER
PERMIT U16004475 ARE SUBJECT TO A PUNCHLIST AND MUST MEET
CURRENT CLOSEOUT REQUIREMENTS (SUCH AS: AS-BUILDS,
MAINTENANCE BOND, BILL OF SALE, EASEMENTS, DECLARATION OF
COVENANT, DEPARTMENT OF HEALTH CONSTRUCTION COMPLETION
FORM, PAYMENT OF RECORDING FEES, ETC.)
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
N
A F
U
R
SE
FORP
I ANO EL
T
S
GE SI
N
ERE D
EEATDSNTA WFO
.
SAHI
IN REENOTRR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24TED-40-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
COVERGRANT PLACE TOWNHOMESC1.0LUA23-000283C23006099GRANT PLACE TOWNHOMESR-429001 PR23-000126N
PROPOSED LEGEND
GRASSCRETE ACCESS
ASPHALT PAVEMENT
CONCRETE PAVEMENT
PROPERTY BOUNDARY
EASEMENT LINE
ROW DEDICATION
TRACT A
(INGRESS,
EGRESS, UTILITY,
AND OPEN
SPACE)
TRACT C
TREE PRESERVATION
TRACT B
(INGRESS, EGRESS, UTILITY,
AND OPEN SPACE)
TRACT B
(INGRESS, EGRESS,
UTILITY, AND OPEN
SPACE)
PROPOSED SEWER
PROPOSED SEWER
EXISTING DETENTION VAULT
PROPOSED MAILBOXES (TYP)
PROPOSED CROSSWALK (TYP)
PROPOSED KEYSTONE WALL (TYP)
WITH FENCE ON TOP. FENCE HEIGHT
MEASURED FOM THE BOTTOM OF RETAINING
WALL SHALL NOT EXCEED 6'
PROPOSED SEWER MH
PROPOSED SEWER MH
CONNECTION TO EXISTING
CONNECT TO
EXIST SEWER
PROPOSED ASPHALT RAMP
REPLACE EXISTING
CURB AND GUTTER
NO PARKING - FIRE LANE SIGN (TYP)
STOP SIGN
TRACT A
(INGRESS, EGRESS, UTILITY,
AND OPEN SPACE)
DRAWING INDEX
C1.0 COVER SHEET
TESC PLAN
C4.0
C3.1
DRAINAGE PLAN
C2.0
VAULT PLAN AND DETAILS
TESC NOTES AND DETAILSC2.1
C3.0 GRADING PLAN
C5.3
WATER PLAN
C4.4
SEWER DETAILS
C7.0 HORIZONTAL CONTROL, SIGNAGE, AND STRIPING PLAN
DETAILS
C4.2
STORMFILTER DETAILS
C6.0
TREE RETENTION PLANC8.0
WATER PROFILESC6.1
C4.1 ROAD AND STORM PROFILES
C4.3 VAULT DETAILS
CONDITIONS OF APPROVALC1.1
BOUNDARY & TOPOGRAPHIC SURVEY (2 SHEETS)
NOTESC1.2
C3.2 DETAILS
GARBAGE COLLECTION
AREA (TYP)
C4.5 DETAILS
C5.0 SEWER PLAN
C5.1 SEWER PROFILES
FIRE GATES DETAILC9.0
15' SEWER EASEMENT
TO BE RECORDED
VAULT ACCESS
ENTRANCE
GEOTECH:
PHIL HABERMAN
COBALT GEOSCIENCES, LLC
P.O. BOX 82243
KENMORE, WASHINGTON 98028
www.cobaltgeo.com
ARBORIST:
SHOFFNER CONSULTING4715
1015 TENTH ST.
MUKILTEO, WA 98275
(206) 755-9407
tony@tonyshoffner.com
LANDSCAPE:
TINA VINCENT, PLA, ASLA
P.O. BOX 1744
EDMONDS, WA 98020
PHONE: (206) 913-9216
tina@vindesigngrp.com
TRAFFIC:
AARON VAN AKEN, P.E.
HEATH AND ASSOCIATES, INC.
PO BOX 397
PUYALLUP, WA 98371
253-770-1401
avanaken@heathtraffic.com
ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
REMOVE EX.
WATER METER
AND
CAP AT THE MAIN
BY CITY FORCES
VAULT MAINTENANCE
GRATE
VAULT MAINTENANCE GRATE
C3.3 DETAILS
C4.6 DETAILS
C4.7 DETAILS
C5.2 SEWER DETAILS
WATER DETAILSC6.3
WATER DETAILSC6.2
LIGHT POLE SCHEDULE
POLE
ID
STATION\
OFFSET
MOUNTING HEIGHT
(FT)
ARM LENGTH
(FT)VOLTAGE WATTAGE LUMINAIRE\POLE TYPE
TBD 4+41.53
(24.92 R)
STREET- 35.5'
PEDESTRIAN - 16.5'
STREET - 8'
PEDESTRIAN - 4'TBD STREET SCALE: 105
PED. SCALE: 34
ARTERIAL STREET DECORATIVE
LUMINARE POLE AS PER STD.
PLAN-117.1, 119, 120, 121
PROPOSED LINEAR DRAIN
FIRE SPLINKERS:
FIRE SPLINKERS ARE REQUIRED TO BE INSTALLED
ON BUILDINGS WITH 5 UNITS: BUILDING 1, 4, 5 AND 8
AS PER NFPA 13 AND IBC2021
L3.3
L1.1
L3.4
L1.2
L3.5
L3.2
L3.1
L3.6
TREE RETENTION PLAN
TREE RETENTION PLAN
CONCEPTUAL LANDSCAPE PLAN
CONCEPTUAL LANDSCAPE PLAN
OPEN SPACE PLAN
OPEN SPACE PLAN
PLANTING & SITE DETAILS
PLANTING & SITE DETAILS
as a condition of
approval applicant
shall submit the
proposed street light
pole and luminaire to
the development
engineering project
manager for review
and approval prior to
installation.
REGIONAL FIRE AUTHORITY
cthomas 09/03/2024
APPROVED
JDing 09/03/2024
CURRENT PLANNING
SURFACE WATER UTILITY
JFarah 09/03/2024
WASTEWATER UTILITY
jstowell 09/12/2024
WATER UTILITY
ABDOUL GAFOUR 09/13/2024
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
ENVIRONMENTAL REVIEW COMMITTEE (ERC)
DETERMINATION OF NON-SIGNIFICANCE - MITIGATED (DNS-M)
HEARING EXAMINERS FINAL DECISION
DECISION:
THE PROPOSED PRELIMINARY PLAT ( INCLUDING QUALIFYING AS A UNIT LOT SUBDIVISION), HEARING
EXAMINER SITE PLAN, PARKING MODIFICATION, STREET STANDARDS MODIFICATION AND A LANDSCAPE
VARIANCE COMPLY WITH ALL APPLICABLE CRITERIA FOR THE REASONS IDENTIFIED IN THE CONCLUSIONS OF
LAW OF THIS DECISION AND ARE ALL APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS:
1.A FINAL TREE REPLACEMENT PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT
REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. THE FINAL TREE
REPLACEMENT PLAN SHALL INCLUDE THE PLANTING OF AN ADDITIONAL 52.5 TREE CREDITS ON THE
PROJECT SITE.
2.THE FLOOR PLANS SHALL BE REVISED TO IDENTIFY THE REQUIRED BICYCLE PARKING SPACE WITHIN
THE PROPOSED GARAGES. THE REVISED FLOOR PLANS SHALL BE SUBMITTED TO THE CURRENT
PLANNING PROJECT MANAGER AT THE TIME OF BUILDING PERMIT REVIEW FOR THE REVIEW AND
APPROVAL OF THE CURRENT PLANNING PROJECT MANAGER.
3.REVISED FLOOR PLANS SHALL BE SUBMITTED AT THE TIME OF BUILDING PERMIT REVIEW SHOWING THE
REQUIRED TWO FEET BY SIX FEET (2' X 6') FLOOR AREA AND SIXTY INCHES (60”) HIGH STORAGE AREA
FOR THE INDIVIDUAL REFUSE AND RECYCLING CARTS. IN ADDITION, SITE PLAN SHALL BE REVISED TO
INCLUDE SPACE FOR CARTS TO BE PLACED ON GARBAGE PICK-UP DAY. THE SPACE MUST BE
SUFFICIENT TO ACCOMMODATE THE NUMBER OF CARTS EXPECTED TO BE SERVICED ON PICK-UP DAY.
THERE SHALL BE A DIRECT CONNECTION CONSTRUCTED OF A SMOOTH SURFACE THAT ALLOWS CARTS
TO BE SMOOTHLY ROLLED TO THE STREET OR OTHER SPECIFIED PICK-UP LOCATION. THE REVISED SITE
PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF
CONSTRUCTION PERMIT REVIEW.
4.A CROSS SECTION WITH TOP AND TOE MEASUREMENTS AND MATERIAL COMPOSITION OF THE
PROPOSED RETAINING WALL SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER AT
THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL.
5.A REVISED LANDSCAPE PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW
INCLUDING A FENCING DETAIL DEMONSTRATING THAT THE TOTAL COMBINED HEIGHT OF ANY FENCING
PROPOSED ON TOP OF A RETAINING WALL WOULD NOT EXCEED THE MAXIMUM HEIGHT PERMITTED FOR
A STANDALONE FENCE. THE FENCING DETAIL SHALL BE SUBMITTED TO THE CURRENT PLANNING
PROJECT MANAGER FOR REVIEW AND APPROVAL.
6.A REVISED LANDSCAPE PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW
FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. THE REVISED
LANDSCAPE PLAN SHALL INCLUDE A THREE-FOOT (3') LANDSCAPED SETBACK BETWEEN ANY RETAINING
WALLS AND THE FRONT PROPERTY LINE ALONG GRANT AVE S.
7.THE PROJECT PROPOSAL SHALL INCORPORATE A VARIETY OF ROOFING COLORS AND THAT THE
ROOFING MATERIAL SHALL BE FIRE RETARDANT. REVISED COLORED ELEVATIONS DEMONSTRATING
COMPLIANCE WITH THIS REQUIREMENT SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT
MANAGER AT THE TIME OF BUILDING PERMIT REVIEW.
8.THE APPLICANT SHALL EITHER SUBMIT REVISED ELEVATIONS PROVIDING THE REQUIRED THREE AND
ONE-HALF INCHES (3 1/2") MINIMUM TRIM SURROUNDING ALL WINDOWS AND DOORS AND ONE OF THE
FOLLOWING ARCHITECTURAL DETAILS: SHUTTERS, KNEE BRACES, FLOWER BOXES, OR COLUMNS.
ALTERNATIVELY, THE APPLICANT MAY SUBMIT AN ALTERNATIVE THAT MEETS THE INTENT AND
GUIDELINES OF THE DESIGN SECTION. THE REVISED ELEVATIONS SHALL BE SUBMITTED TO THE
CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL AT THE TIME OF BUILDING
PERMIT REVIEW.
9.A FULLY DETAILED MATERIALS BOARD AND COLOR PALETTE CODED TO EACH BUILDING ELEVATION,
SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL AT
THE TIME OF BUILDING PERMIT REVIEW.
10.THE APPLICANT SHALL SUBMIT A SEPARATE DETAILED UTILITY AND LANDSCAPE PLAN SET IDENTIFYING
THE LOCATION AND SCREENING PROVIDED FOR ALL SURFACE UTILITY/MECHANICAL EQUIPMENT
REQUIRED FOR EACH TOWNHOME. THE SURFACE MOUNTED UTILITY PLAN SHALL INCLUDE
CROSS-SECTION DETAILS AND SCREENING MEASURES CONSISTENT WITH THE OVERALL DESIGN OF THE
DEVELOPMENT WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION. THE APPLICANT SHALL WORK
WITH FRANCHISE UTILITIES TO ENSURE, AS PRACTICAL, UTILITY BOXES ARE LOCATED OUT OF PUBLIC
ROW VIEW, ACTIVE COMMON OPEN SPACES, AND THEY SHALL NOT DISPLACE REQUIRED LANDSCAPING
AREAS. THE UTILITY AND LANDSCAPE PLAN SET SHALL BE REVIEWED AND APPROVED BY THE CURRENT
PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE.
11.A SIX-INCH (6”) VERTICAL CURB SHALL BE INSTALLED BETWEEN THE UNIT LOT DRIVEWAY AND ABUTTING
LANDSCAPED AREAS. REVISED CIVIL PLANS SHOWING THE CURB SHALL BY SUBMITTED AT THE TIME OF
CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT
MANAGER.
12.THE APPLICANT SHALL CREATE A HOMEOWNERS' ASSOCIATION (“HOA”) THAT MAINTAINS ALL
IMPROVEMENTS AND LANDSCAPING IN THE COMMON OPEN SPACE TRACTS AND ANY AND ALL OTHER
COMMON IMPROVEMENTS. THE HOA DOCUMENTS SHALL BE SUBMITTED TO, AND APPROVED BY, THE
CURRENT PLANNING PROJECT MANAGER PRIOR TO RECORDING OF THE UNIT LOT SUBDIVISION. SUCH
DOCUMENTS SHALL BE RECORDED CONCURRENTLY WITH THE UNIT LOT SUBDIVISION.
13.ALL TRACTS (E.G. UNIT LOT DRIVEWAY, DRAINAGE, OPEN SPACE, ETC.) SHALL BE PLACED WITHIN
SEPARATE TRACTS THAT WOULD BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION.
14.ALL PRIVATE OPEN SPACE AREAS ATTRIBUTED TO EACH INDIVIDUAL DWELLING UNIT SHALL BE LOCATED
ON THE SAME UNIT LOT AS THE DWELLING UNIT. A REVISED PLAT MAP SHALL BE SUBMITTED AT THE
TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING
PROJECT MANAGER, THAT DEMONSTRATES COMPLIANCE WITH THIS REQUIREMENT.
15.THE APPLICANT SHALL BE REQUIRED TO DEMONSTRATE SAFE WALKING CONDITIONS TO/FROM THE
SUBJECT PLAT TO BUS STOP LOCATIONS PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
PROJECT FILE NUMBERS:
PR23- 000126 / LUA23- 000283, PP, SA- H, ECF, MOD, V-H
PROJECT NAME:
GRANT PLACE TOWNHOMES
APPLICANT:
SATWANT SINGH, 15 S GRADY WAY, SUITE 527, RENTON, WA 98057
PROJECT LOCATION:
1504- 1582 SE GRANT CIRCLE, RENTON, WA 98055 ( PARCEL NO. 2023059052)
PROJECT DESCRIPTION:
THE APPLICANT IS REQUESTING PRELIMINARY PLAT APPROVAL, HEARING EXAMINER SITE
PLAN REVIEW, ENVIRONMENTAL ( SEPA) REVIEW, A PARKING MODIFICATION, A STREET
STANDARDS MODIFICATION, AND A LANDSCAPE VARIANCE FOR THE CONSTRUCTION OF A
MULTI- FAMILY DEVELOPMENT CONTAINING A UNIT LOT SUBDIVISION WITH 36
TOWNHOMES. THE PROJECT SITE TOTALS APPROXIMATELY 2.14 ACRES AND IS LOCATED
WITHIN THE RESIDENTIAL MULTI- FAMILY ( RMF) ZONING CLASSIFICATION, AND THE
RESIDENTIAL HIGH DENSITY ( RHD) LAND USE DESIGNATION. THE DEVELOPMENT WOULD
BE COMPRISED OF EIGHT ( 8) SEPARATE MULTI- FAMILY RESIDENTIAL STRUCTURES.
ACCESS TO THE SITE IS PROPOSED VIA NEW LOOP ACCESS DRIVE EXTENDED FROM
GRANT AVE S. A PARKING MODIFICATION IS REQUESTED AS THE PARKING STALLS WOULD
NOT COMPLY WITH THE MINIMUM DIMENSIONAL REQUIREMENT, A LANDSCAPE SETBACK
VARIANCE IS REQUESTED TO VARY FROM THE 15-FOOT BUFFER REQUIRED ABUTTING A
RESIDENTIALLY ZONED PROPERTY, AND A STREET STANDARDS MODIFICATION WAS
REQUESTED TO MODIFY THE UNIT LOT DRIVEWAY STANDARDS. THE PROPOSED
DEVELOPMENT IS LOCATED ON A PARTIALLY- DEVELOPED SITE THAT WAS ORIGINALLY
PART OF THE EXPIRED GRANT PLACE TOWNHOMES PRELIMINARY PLAT AND PLANNED
URBAN DEVELOPMENT ( PUD) (LUA15- 000885 AND LUA17- 000335). THE PRELIMINARY PLAT
AND PUD APPLICATIONS HAVE EXPIRED AND THE PROPOSED TOWNHOME DEVELOPMENT
WOULD REQUIRE NEW LAND USE APPROVALS. THE SITE IS MAPPED WITH SENSITIVE
SLOPES, MODERATE COAL MINE HAZARDS, MODERATE LANDSLIDE HAZARDS, HIGH
EROSION HAZARDS, AND SEISMIC FAULTS.
LEAD AGENCY:
CITY OF RENTON
ENVIRONMENTAL REVIEW COMMITTEE
DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT
DATE OF DECISION:
SEPTEMBER 18, 2023
MITIGATION MEASURES:
1.PROJECT CONSTRUCTION SHALL COMPLY WITH THE RECOMMENDATIONS OUTLINED
IN THE GEOTECHNICAL REPORT PREPARED BY NELSON GEOTECHNICAL
ASSOCIATES, INC., DATED JUNE 10, 2005 AS WELL AS THE GEOTECHNICAL LETTER
PREPARED BY COBALT GEOSCIENCES, LLC, DATED MARCH 3, 2023.
2.THE APPLICANT SHALL SUBMIT AN INADVERTENT DISCOVERIES PLAN PREPARED BY
A QUALIFIED PROFESSIONAL WITH THE CIVIL CONSTRUCTION PERMIT FOR REVIEW
AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT
ISSUANCE.
3.THE DUWAMISH TRIBE SHALL ALSO BE NOTIFIED IF ANY ARCHEOLOGICAL WORK OR
MONITORING IS PERFORMED ON THE PROJECT SITE.
THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE HAS DETERMINED THAT
PROBABLE SIGNIFICANT ENVIRONMENTAL IMPACTS FROM THE PROPOSED PROJECT CAN
BE MITIGATED. AN ENVIRONMENTAL IMPACT STATEMENT ( EIS) IS NOT REQUIRED UNDER
RCW 43.21C.030(2)(C). CONDITIONS WERE IMPOSED AS MITIGATION MEASURES BY THE
ENVIRONMENTAL REVIEW COMMITTEE UNDER THEIR AUTHORITY OF SECTION 4-9-070D
RENTON MUNICIPAL CODE. THESE CONDITIONS ARE NECESSARY TO MITIGATE
ENVIRONMENTAL IMPACTS IDENTIFIED DURING THE ENVIRONMENTAL REVIEW PROCESS.
ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
N
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GE SI
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ERE D
EEATDSNTA WFO
.
SAHI
IN REENOTRR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24TED-40-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
CONDITIONS OF APPROVALGRANT PLACE TOWNHOMESC1.1LUA23-000283C23006099GRANT PLACE TOWNHOMESR-429002 PR23-000126NOTE:
STANDARD PLANS REQUIRES
STRUCTURAL CALCULATIONS FOR THE
FOUNDATION. CONDITION TO BE ADDED
ON PERMIT THAT SUCH CALCULATIONS
SHALL BE PROVIDED PRIOR TO
INSTALLATION OF FOUNDATION.
as a condition of approval
structural calculations for
the foundation design shall
be submit to the development
engineering project manager
prior to installation.
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
N
A F
U
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FORP
I ANO EL
T
S
GE SI
N
ERE D
EEATDSNTA WFO
.
SAHI
IN REENOTRR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24TED-40-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
NOTESGRANT PLACE TOWNHOMESC1.2LUA23-000283C23006099GRANT PLACE TOWNHOMESR-429003 PR23-000126DEVELOPMENT ENGINEERING
NJanders 09/16/2024
HIGH VISIBILITY SILT FENCE
LIMITS OF CLEARING AND GRADING
TREE TO BE PROTECTED - ORANGE BARRIER FENCE
INLET PROTECTION
STABILIZED CONSTRUCTION ENTRANCE
INTERCEPTOR SWALE WITH ROCK CHECK DAM
LEGEND CONSTRUCTION NOTES
FLAG CLEARING LIMITS TO EXTENTS SHOWN ON THE PLAN.
HIGH VISIBILITY SILT FENCE PER DETAIL SHEET C2.1
CONSTRUCTION ENTRANCE PER DETAIL SHEET C2.1
CATCH BASIN INSERT PER DETAIL SHEET C2.1
INTERCEPTOR DITCH W / ROCK CHECK DAMS PER DETAIL SHEET C2.1
TREE PROTECTION FENCE
MULCH SITE PER SWDM SECTION C.3.2
VAULT TO BE USED TO STORE SEDIMENT-LADEN STORMWATER
DURING CONSTRUCTION
1
2
3
4
5
6
7
8
1 2
1 2
1 2
3
4TYP
1 2
5
5
5
55
5
23
8 7 7
7
7
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
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FORP
I ANO EL
T
S
GE SI
N
ERE D
EEATDSNTA WFO
.
SAHI
IN REENOTRR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24TED-40-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
TESC PLANGRANT PLACE TOWNHOMESC2.0LUA23-000283C23006099GRANT PLACE TOWNHOMESR-429004 PR23-000126ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
CONSTRUCTION SEQUENCE
1.PRE-CONSTRUCTION MEETING.
2.POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF
CONSTRUCTION SIGN).
3.FLAG OR FENCE CLEARING LIMITS.
4.INSTALL CATCH BASIN PROTECTION IF REQUIRED.
5.GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6.INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
7.CONSTRUCT SEDIMENT PONDS AND TRAPS.
8.GRADE AND STABILIZE CONSTRUCTION ROADS.
9.CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH
CLEARING AND GRADING FOR PROJECT DEVELOPMENT.
10.MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND
MANUFACTURER'S RECOMMENDATIONS.
11.RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION
AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS.
12.COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING
THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT.
13.STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
14.SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
15.UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
N
A F
U
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FORP
I ANO EL
T
S
GE SI
N
ERE D
EEATDSNTA WFO
.
SAHI
IN REENOTRR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24TED-40-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
TESC NOTES AND DETAILSGRANT PLACE TOWNHOMESC2.1LUA23-000283C23006099GRANT PLACE TOWNHOMESR-429005 PR23-000126ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
EXIST STORM DRAINAGE STRUCTURE TABLE
ID
CB #2
CB #3
CB #4
EX SDMH-1
DESCRIPTION
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE II-SOLID LID
RIM ELEV
EL 307.56
EL 309.41
EL 340.60
EL 294.51
PIPE INVERT
12" (W) LCPE IE=303.89
12" (E) LCPE IE=303.89
12" (N) IE=303.89
12" (W) LCPE IE=305.00
12" (NW) RCP IE=337.92
12" (E) LCPE IE=286.71
12" (W) REINFORCED CONCRETE IE=286.61
12" (N) EX CMP IE=290.01
12" (NE) EX CMP IE=290.16
12" (SE) EX CMP IE=287.21
12" (E) LCPE IE=302.54
STATION
OFFSET
9+92.54
8.764L
9+80.14
8.685L
6+00.30
10.703L
3+14.80
5.016L
10+09.06
EXIST STORM DRAINAGE STRUCTURE TABLE
ID
SDCB-T1
SDMH-T2.1
SDMH-T2.2
DESCRIPTION
CB-TYPE 1
SDMH TYPE 2
SDMH TYPE 2
RIM ELEV
EL 307.41
EL 307.91
EL 305.30
PIPE INVERT
12" (SW) EX CMP IE=303.06
12" (NE) RCP IE=303.24
12" (NW) EX CMP IE=302.95
12" (NE) EX CMP IE=302.95
12" (SW) RCP IE=303.63
STATION
OFFSET
10+24.68
32.114L
10+46.92
33.577L
9+89.49
28.654L
DRAIN
1ST FF=
316.73
2ND FF=
326.08
1ST FF=
317.77
2ND FF=
328.08
1ST FF=
318.35
2ND FF=
328.08
1ST FF=
318.91
2ND FF=
328.08
1ST FF=
320.0
2ND FF=
330.08
1ST FF=
322.61
2ND FF=
331.85
1ST FF=
324.61
2ND FF=
333.77
1ST FF=
331.59
2ND FF=
341.57
1ST FF=
330.35
2ND FF=
340.19
1ST FF=
325.70
2ND FF=
335.27
1ST FF=
325.95
2ND FF=
335.27
1ST FF=
327.35
2ND FF=
336.77
1ST FF=
323.80
2ND FF=
333.95
1ST FF=
324.02
2ND FF=
333.95
1ST FF=
325.81
2ND FF=
337.00
1ST FF=
333.31
2ND FF=
343.03
1ST FF=
333.44
2ND FF=
343.03
1ST FF=
334.94
2ND FF=
344.56
1ST FF=
331.80
2ND FF=
341.55
1ST FF=
331.80
2ND FF=
341.55
1ST FF=
333.47
2ND FF=
343.08
1ST FF=
348.19
2ND FF=
357.98
1ST FF=
349.75
2ND FF=
359.52
1ST FF=
351.13
2ND FF=
361.03
1ST FF=
352.61
2ND FF=
362.52
1ST FF=
354.23
2ND FF=
364.01
1ST FF=
348.25
2ND FF=
357.99
1ST FF=
349.53
2ND FF=
359.48
1ST FF=
350.87
2ND FF=
360.98
1ST FF=
352.46
2ND FF=
362.52
1ST FF=
353.96
2ND FF=
364.01
1ST FF=
314.90
2ND FF=
324.73
1ST FF=
315.92
2ND FF=
325.92
1ST FF=
316.10
2ND FF=
325.92
1ST FF=
316.60
2ND FF=
325.92
1ST FF=
317.57
2ND FF=
327.57
BUILDING #2 BUILDING #3
BUILDING #4
BUILDING #5
BUILDING #6BUILDING #7
BUILDING #8
BUILDING #1
60' R.O.W.
INSTALL WOOD
FENCE ALONG
EAST PROPERTY
LINE, SEE LANDSCAPE
PLANS FOR DETAIL
INSTALL WOOD FENCE ALONG
SOUTH PROPERTY LINE, SEE
SHEET C3.1 FOR DETAIL
20' WIDE TYPE C1B DRIVEWAY
APPROACH PER RENTON STD PLAN 104.4,
SIDEWALK AT DRIVEWAY CROSSING SHOULD
NOT BE DEPRESSED AT LOCATIONS WHERE
LANDSCAPING IS MORE THAN 5 FEET WIDE
STREET NAME SIGN, ONE WAY SIGN
AND DO NOT ENTER SIGN
SEE SHEET C3.2
20' WIDE TYPE C1B DRIVEWAY APPROACH
PER RENTON STD PLAN 104.4, SIDEWALK
AT DRIVEWAY CROSSING SHOULD NOT
BE DEPRESSED AT LOCATIONS WHERE
LANDSCAPING IS MORE THAN 5 FEET WIDE
GRANT AVE
S
TOP: 302.7 TOP: 308.0 TOP: 312.9
TOP: 316.7
TOP: 318.1 TOE: 318.7 TOE: 320.0
GRANT CIRCLE S.E.
GRANT CIRCLE S.E.
PRIVATE ALLEY
34234430
4298 308310314308.20
307.50
6.3%2
.
8%0.3%0.1%2.6%
0.5%302315.11
0.7%0.5%1.4%4.1%6.5%5.6%7.0%7.0%5.9%4.6%6.7%330328338332 3343363
3
8
340
342
344
344
342340338336314312310308304302300
316318312314341.73
342.54 3463483503523543563543
5
4 3563
5
2
297.39
295.63
295.57
297.25
305.94
306.60
304.01
303.93
304.05
1.5%
1.5%2.0%2.0%1.5%16'
4'
4'
4'
4'
3.1%0.8%4.4%
4.5%2.2%0.9%3.9%1.3%2.4%18'
8'
5'
5'
307.43
314.54
340.29
342.96
345.11
318.46
313.24
15.8%
17.6%2.1%1.3%3.5%1.8%1.8%1.5%3006.3%
1.1%
308.48306.63
TOP: 301.5
TOE: 297.6
TOP: 304.0
TOE: 300.2
TOP: 306.9
TOE: 306.8
6.1%
TOP: 306.0
TOE: 304.9
318.61
344TOP: 305.3
TOE: 301.7
7.0%
20' PRIVATE ALLEY ACCESS
& PUBLIC UTILITY EASEMENT
20' PRIVATE ALLEY ACCESS
& PUBLIC UTILITY EASEMENT 3464' TYP
20'
1.5' ROW DEDICATION
3
2
6
TOP: 343.0
TOE: 342.3
TOP: 343.1
TOE: 341.7
TOP: 343.2
TOE: 341.11.9%319.16
1.7%
313.31 3.4%318.78
326.26
325.50
325.30
325.12
325.12 328.01
328.82
327.69
329.52
325.38 1.8%1.4%
330.62
332.75
334.51
334.62
334.84
334.69
334.34
321.92
322.50 323.61
334.47 336.40
336.94
336.50
323.03
336.52
338.02
339.72
340.86
340.85
343.09
341.84
341.94
340.64
343.50
340.81
340.70
342.63
343.00
346.49
346.52
348.52
348.72
350.49
353.46
353.72
354.99
355.43
356.54
351.01
348.57
352.53
343.68
356.97 357.13
357.30
359.62 357.87
357.43
355.67
BACK OF WALK 355.22
355.67
357.43
357.86
359.62
359.03
358.91
358.70
358.06
356.79355.01
354.88
353.67
353.39
351.01
350.37
347.42
357.31350.49
350.61
352.98
357.66
359.15 362.19
4'
16'
4'
16'
4'
16'324330326324322316.73 317.78
318.41 318.96 320.00 324.62 325.70 325.95 327.35
MAIL BOX (TYP)
SEE DETAIL SHEET C3.2
OR SIMILAR
315.92314.88 316.10 316.60 317.57 322.61 323.80 324.42 325.811.5%1.4%1.7%1.8%1.7%1.5%1.2%351.13
350.87
352.61 354.23
352.46 353.96349.53
318.62
348.25
313.92
349.75
348.19
331.59 333.16 333.59 334.93
330.38
331.80
331.80 333.462.0%2.0%4.4%4.2%4.8%
4.1%5.6%4.0%
363.68
MAIL BOX (TYP)
SEE DETAIL SHEET C3.2
OR SIMILARTRASH COLLECTION
STAGING (TYP)
313.546.2%0.6%
TRASH COLLECTION
STAGING (TYP)
342.75339.86336.66
325.56 333.53
307.09
340.48
3
6
0350
INSTALL SPLIT RAIL WOOD FENCE
ALONG TREE PRESERVATION
TRACT PROPERTY LINE, SEE
LANDSCAPE PLANS FOR DETAIL
TOE: 319.8
346.01
360.65
363.68
362.19360.70359.19
357.65
344.97
337.71
341.22341.22
333.4131.4%342.70
342.70
344.23
337.07
342.30
29.9%344336.43
334.93334.93
333.43
333.61333.61
2.6%0.1%3.0%2.0%1.6%
331.51
327.23 14.6%325.58325.58325.58 20.0%329.74
327.74327.74327.74325.74
324.39 2.8%3.5%1.3%3.3%4.2%
3.0%
23.4%
28.
5
%14.1%344346348352 35816.2%
15.0%14.9%
20.6%
TOP: 306.0
TOE: 303.4
TOP: 302.9
TOE: 300.3
TOP: 312.2
TOE: 308.3 3.1%2.5%1.7%6.4%0.4%358332
320TOE: 340.0
TOE: 339.5 TOP: 343.0
TOE: 342.3 TOE: 350.9 TOE: 355.4 TOE: 356.9 TOE: 357.2
TOE: 355.8
TOE: 357.9
TOE: 357.3
TOE: 360.5
TOE: 360.7
TOE: 357.4
TOP: 337.8
TOE: 337.8
TOP: 341.2
TOE: 339.3
TOP: 341.6
TOE: 341.4 3.7%5.7%6.0%1.8%5.6%2.4%7.2%16.0%2.4%1.
2
%
10.6%3043
5
0
3483
5
8
356356358
36
2
29829632432832632
6
324330332334334
336336332
334
3
4
0
20'
TOE: 301.3
EG 294.33
EG 294.37 6.5%
GRANT AVE S: 4+84.98
GRANT AVE S:3+58.81
ULTRA BLOCK RET. WALL.
WALL FACE TO BE 12" AWAY FROM THE PROPERTY LINE (TYP.)
1.8'294.77
321.51
TOE: 306.5
NEW STREET LIGHT POLE
ALIGNMENT: GRANT AVE S
STA: 4+41.53
TOE: 311.0
TOE: 314.1
TOE: 316.3
TOP: 319.2 TOP: 320.2 TOP: 320.8
TOP: 340.9
TOP: 339.5 TOP: 351.4 TOP: 358.0 TOP: 359.8 TOP: 360.1
TOP: 360.5
TOP: 362.1
TOP: 363.1
TOP: 360.2
TOP: 359.3
TOP: 355.7
TOP: 343.5TOE: 341.8
TOP: 346.9
TOE: 350.3
TOP: 355.5
TOE: 356.8
TOP: 359.0TOE: 358.7
INSTALL WOOD FENCE ALONG
SOUTH PROPERTY LINE, SEE
SHEETS C3.1 AND C3.2 FOR DETAIL
12'
307.08
306.42
307.30
307.09
306.48
EG 307.78
EG 307.39
305.97
7.3%4.2%
1.5%
7.0%
1.7%
294.83
EG 294.33
EG 294.37
6.5%
8' LANDSCAPE
R.O.W.EX. R.O.W.EXISTING
SIDEWALK EXISTING
CURB (TYPICAL)
30'
EXISTING
PAVEMENT
4" THICK
CONCRETE
SIDEWALK
31.5' PUBLIC 1/2 R.O.W.
30'5' SIDEWALK PROP. R.O.W.18.0'
CURB
1.5' R.O.W.
DEDICATION
6"
60' R.O.W.
1.5%2%
CL
SAWCUT LINE
3'
12"
4'PROPERTY LINECURB
ULTRA BLOCK WALL TOWNHOUSE2%
NOTE: PAVEMENT THICKNESS PER
TYPICAL DETAIL ON SHEET C3.0
20' PRIVATE
ALLEY ACCESS
4'
CONCRETE
WALK
16' ASPHALT
DRIVE LANE
ONE WAY
3'
3:1 MAX.
SLOPES
VARIES
2:1 MAX
1.5%
7'
CURB TOWNHOUSEPROPERTY LINE2%
3:1 MAX
.
FENCE
20' PRIVATE
ALLEY ACCESS
4'
CONCRETE
WALK16' ASPHALT
DRIVE LANE
ONE WAY
3'
NOTE: PAVEMENT THICKNESS PER
TYPICAL DETAIL ON SHEET C3.0
SLOPES
VARIES
2:1 MAX
1.5%
CURB
2%
4" THICK
CONCRETE
SIDEWALK
4' SIDEWALK
1.5%
20' PRIVATE
ALLEY ACCESS
4'
CONCRETE
WALK
16' ASPHALT
DRIVE LANE
ONE WAY
3:1 MAX
.
CEMENT CONCRETE
PEDESTRIAN CUBR
AS PER STD.PLAN-101
NOTE: PAVEMENT THICKNESS PER
TYPICAL DETAIL ON SHEET C3.0
1.5%3:1 MAX
.
4'
CONC
4'
CONC
3'3'TOWNHOUSETOWNHOUSE2%
12' ASPHALT
DRIVE LANE
2%
20' PRIVATE
ALLEY ACCESS
NOTE: PAVEMENT THICKNESS PER
TYPICAL DETAIL ON SHEET C3.0
SLOPES
VARIES
2:1 MAX
1.5%1.5%PROPERTY LINETOWNHOUSE4'
22'
15'
4" CONCRETE
SIDEWALK
1.5%VARIES
3:1 MAX.
ULTRA BLOCK
RET. WALL PROPERTYLINETOWNHOUSE4" CONCRETE
SIDEWALK
6'4'6'
1.5%VARIES
3:1 MAX.
3:1 MAX.
ULTRA BLOCK
RET. WALL
AGGREGATE BASE 6" COMPACTED DEPTH
EG. GRADE
4" HMA CL. 1/2 IN. COMPACTED DEPTH
10"
GEOTEXTILE
EARTHWORKS CALCS:
CUT: 431 CU YD
FILL:1,892 CU YD
NET:1,461 CU YD [FILL]
LEGEND:
GRASSCRETE SERVICE DRIVEWAY FOR
STORM VAULT MAINTENANCE SEE SH. C3.2
ASPHALT PAVEMENT
CONCRETE PAVEMENT
5' WIDE(MIN)
TRANSITION TO EX.
CONC. SIDEWALK
EX. WATER METER TO BE
REMOVED AND CAPPED AT
MAIN BY CITY FORCES UNDER
SEPARATE PERMIT.
ELECTRIC TRANSFORMER, AND
TELEPHONE BOX TO BE
RELOCATED AS REQ.
NOTE: SEPARATE PERMITS
FROM UTILITY OWNERS
REQUIRED
5' MIN. WIDE A.C. RAMP
NOTE:
THE UTILITIES HAVE BEEN PARTIALLY UPDATED TO REFLECT AS-BUILT
CONDITIONS. ADDITIONAL AS-BUILT SURVEY REQIRED
TO OBTAIN INVERT ELEVATIONS ON STORM AND SANITARY SEWER.
N
60303015
FEETSCALE:
0
1 INCH = 30
PROPERTY BOUNDARY
EASEMENT LINE
ROW DEDICATION
TRASH COLLECTION STAGING AREA
8-UNIT CLUSTER MAILBOX
ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
N
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FORP
I ANO EL
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GE SI
N
ERE D
EEATDSNTA WFO
.
SAHI
IN REENOTRR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24TED-40-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
PAVING AND GRADING PLANGRANT PLACE TOWNHOMESC3.0LUA23-000283C23006099GRANT PLACE TOWNHOMESR-429006 PR23-0001269.69'
NOTE:
RESTORATION WITHIN GRANT AVE SHALL COMPLY WITH THE CITY'S OF
RENTON TRENCH AND RESTORATION STANDARDS. SEE DETAILS ON SCH. C3.2
NOTE:
GRANT CIRCLE SE TO BE CLEARED
FROM EX. TEMPORARY PAVEMENT
AND TO BE REPAVED AS PER DETAIL.
NOTE:
NO WORKS SHALL BE DONE ON ADJACENT PRIVATE PROPERTY
UNLESS A TEMPORARY CONSTRUCTION EASEMENT HAS BEEN
RECORDED WITH KING COUNTY AND PROVIDED TO THE DEVELOPED
ENGINEERING PROJECT MANAGER FOR REFERENCE.
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
N
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U
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FORP
I ANO EL
T
S
GE SI
N
ERE D
EEATDSNTA WFO
.
SAHI
IN REENOTRR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24TED-40-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
DETAILSGRANT PLACE TOWNHOMESC3.1LUA23-000283C23006099GRANT PLACE TOWNHOMESR-429007 PR23-000126ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 980263'-4"MIN. 12"
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
N
A F
U
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FORP
I ANO EL
T
S
GE SI
N
ERE D
EEATDSNTA WFO
.
SAHI
IN REENOTRR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24TED-40-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
DETAILSGRANT PLACE TOWNHOMESC3.2LUA23-000283C23006099GRANT PLACE TOWNHOMESR-429008 PR23-000126SHRUB MASS
ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
GROUNDCOVER
COMPACTED SANDY
GRAVEL ROADBASE
V: 1"=10' H: 1"=30'
NORTH PL BORDER FENCE SECTION
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
N
A F
U
R
SE
FORP
I ANO EL
T
S
GE SI
N
ERE D
EEATDSNTA WFO
.
SAHI
IN REENOTRR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24TRO-41-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
DETAILSGRANT PLACE TOWNHOMESC3.2LUA23-000283C23006099GRANT PLACE TOWNHOMEST-429001 PR23-000126ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
STOP
ONE
WAY DO NOT
ENTER
NO
PARKING
FIRE
LANE
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
DRAIN
1ST FF=
316.73
2ND FF=
326.08
1ST FF=
317.77
2ND FF=
328.08
1ST FF=
318.35
2ND FF=
328.08
1ST FF=
318.91
2ND FF=
328.08
1ST FF=
320.0
2ND FF=
330.08
1ST FF=
322.61
2ND FF=
331.85
1ST FF=
324.61
2ND FF=
333.77
1ST FF=
331.59
2ND FF=
341.57
1ST FF=
330.35
2ND FF=
340.19
1ST FF=
325.70
2ND FF=
335.27
1ST FF=
325.95
2ND FF=
335.27
1ST FF=
327.35
2ND FF=
336.77
1ST FF=
323.80
2ND FF=
333.95
1ST FF=
324.02
2ND FF=
333.95
1ST FF=
325.81
2ND FF=
337.00
1ST FF=
333.31
2ND FF=
343.03
1ST FF=
333.44
2ND FF=
343.03
1ST FF=
334.94
2ND FF=
344.56
1ST FF=
331.80
2ND FF=
341.55
1ST FF=
331.80
2ND FF=
341.55
1ST FF=
333.47
2ND FF=
343.08
1ST FF=
348.19
2ND FF=
357.98
1ST FF=
349.75
2ND FF=
359.52
1ST FF=
351.13
2ND FF=
361.03
1ST FF=
352.61
2ND FF=
362.52
1ST FF=
354.23
2ND FF=
364.01
1ST FF=
348.25
2ND FF=
357.99
1ST FF=
349.53
2ND FF=
359.48
1ST FF=
350.87
2ND FF=
360.98
1ST FF=
352.46
2ND FF=
362.52
1ST FF=
353.96
2ND FF=
364.01
1ST FF=
314.90
2ND FF=
324.73
1ST FF=
315.92
2ND FF=
325.92
1ST FF=
316.10
2ND FF=
325.92
1ST FF=
316.60
2ND FF=
325.92
1ST FF=
317.57
2ND FF=
327.57
BUILDING #2 BUILDING #3
BUILDING #4
BUILDING #5
BUILDING #6BUILDING #7
BUILDING #8
BUILDING #1
EX.SFMH#1
EX 104LF 12" LCPE @ 7.17%
EX 53LF 12" LCPE @ 9.09%
14LF 12" LCPE @ 9.71%
EX 34LF 12" LCPE @ 40.13%
EX 106LF 12" LCPE @ 7.72%
EX 103LF 12" LCPE @ 7.74%
EX 87LF 12" LCPE @ 4.39%EX 82LF 12" LCPE @ 14.06%
EX 24LF 12" LCPE @ 50.38%
EX 16LF 12" LCPE @ 2.25%
EX 28LF 12" LCPE @ 0.18%
EX 34LF 12" LCPE @ 20.98%
EX 48LF 12" LCPE @ 3.02%
EX 43LF 12" LCPE @ 10.65%
EX 30LF 12" RCP @ 79.36%
EX 103LF 12" RCP @ 10.05%EX 103LF 12" RCP @ 9.01%
EX SDMH-1
CB #2
EX. CB #1
EX.CB #17
EX.CB #16300300
310310320320330330340340296298298302302304
304 3063063083083123123143143163
1
6 3183183223223243243263263283283323323343343363363
3
8338 342
342
344
344 3503463483
5
2 3543
5
6
3403383363343323303283
2
6326
3243
2
2320318316
32
4
332
334
332
334
352
3
5
4 3563583
5
8
358
3
6
0
358356354352350
308EX.CB #6 346EX.CB #8 EX.CB #10EX.CB #9 EX.CB #11 EX.CB #12 EX.CB #13
EX.CB #7
EX.CB #15
EX.CB #14
RAISE EX. MH RIM
WITH ONE 2' SECTION
12LF 12" LCPE @ 9.30%
CB #3
EX 105LF 12" RCP @ 4.99%
EX.CB #18
E
X
5
5
L
F
1
2
"
R
C
P
@
0
.
6
0
%
CB #4
LINEAR DRAIN
26LF @2%
EXIST STORM DRAINAGE STRUCTURE TABLE
ID
CB #2
CB #3
CB #4
EX SDMH-1
EX. CB #1
EX.CB #6
EX.CB #7
EX.CB #8
EX.CB #9
EX.CB #10
EX.CB #11
EX.CB #12
EX.CB #13
EX.CB #14
EX.CB #15
EX.CB #16
EX.CB #17
EX.CB #18
EX.SFMH#1
DESCRIPTION
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE II-SOLID LID
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE II-48"Ø GRATE
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE II-72" SOLID LID
RIM ELEV
EL 307.56
EL 309.41
EL 340.60
EL 294.51
EL 306.95
EL 345.08
EL 354.82
EL 303.51
EL 315.69
EL 319.95
EL 327.12
EL 335.01
EL 340.48
EL 297.71
EL 317.65
EL 325.70
EL 335.01
EL 341.06
EL 300.76
PIPE INVERT
12" (W) LCPE IE=303.89
12" (E) LCPE IE=303.89
12" (N) IE=303.89
12" (W) LCPE IE=305.00
12" (NW) RCP IE=337.92
12" (E) LCPE IE=286.71
12" (W) REINFORCED CONCRETE IE=286.61
12" (N) EX CMP IE=290.01
12" (NE) EX CMP IE=290.16
12" (SE) EX CMP IE=287.21
12" (E) LCPE IE=302.54
12" (N) LCPE IE=302.54
12" (NW) LCPE IE=341.60
12" (E) LCPE IE=341.60
12" (W) LCPE IE=349.02
12" (E) LCPE IE=300.63
12" (S) LCPE IE=300.63
12" (E) LCPE IE=312.18
12" (W) LCPE IE=312.18
12" (E) LCPE IE=315.99
12" (W) LCPE IE=315.99
12" (E) LCPE IE=323.97
12" (W) LCPE IE=323.97
12" (W) LCPE IE=332.19
12" (E) LCPE IE=332.19
12" (SE) LCPE IE=336.82
12" (W) LCPE IE=336.82
12" (E) LCPE IE=288.17
12" (SE) LCPE IE=288.37
12" (W) LCPE IE=288.17
12" (SW) RCP IE=312.67
12" (E) RCP IE=312.67
12" (W) RCP IE=323.03
12" (E) RCP IE=323.03
12" (W) RCP IE=332.34
12" (E) RCP IE=332.34
12" (W) RCP IE=337.59
12" (SE) RCP IE=337.59
12" (W) LCPE IE=288.52
12" (S) LCPE IE=290.82
STATION
OFFSET
9+92.54
8.764L
9+80.14
8.685L
6+00.30
10.703L
3+14.80
5.016L
10+09.06
10.824L
5+45.00
14.654L
1+18.16
0.970L
0+82.63
9.047L
1+64.76
9.050L
2+51.50
9.019L
3+54.63
9.096L
4+61.08
8.799L
4+99.46
8.262L
0+50.85
16.247L
9+45.82
56.554R
8+42.71
54.675R
7+39.37
54.830R
5+64.03
32.526R
0+64.41
9.834L
DRAIN
GRASSCRETE SERVICE DRIVEWAY FOR
STORM VAULT MAINTENANCE
ASPHALT PAVEMENT
CONCRETE SIDEWALK
NOTE:
STORM FACILITIES HAVE BEEN INSTALLED UNDER AN EXPIRED PERMIT
AND REFLECT AS-BUILT CONDITIONS.
SURVEY IE AND RIM ELEVATIONS ARE PROVIDED FOR THE
REFERENCE ONLY, USE STRUCTURES TABLE FOR THE PROPOSED
FINAL ELEVATIONS.
EX STORM DRAIN PIPE
EX TYPE 1 CATCH BASIN
EX TYPE 2 STORM DRAIN MANHOLE
N
3
CONSTRUCTION NOTES
CONTROL STRUCTURE - SEE DETAIL SHEET C4.3
WATER QUALITY CONTROL STRUCTURE - SEE DETAIL SHEET C4.3
EX STORMWATER DETENTION VAULT - 90.1' X 40.8' - SEE DETAIL SHEET C4.3
4" PERF PVC SDR 35 FOOTING DRAIN
6" PVC ROOF DRAIN @ 2% MIN (TYP.)
INSTALL STORM FILTERS AFTER CLEANING ALL CATCH BASINS AND PIPES
1
2
3
4
5
6
1
2
SD
4 4 5
5
PROPOSED LEGEND
STORM DRAINAGE NOTES
ALL RIM ELEVATIONS CALLOUTS SHOWN IN THE DEVELOPMENT ARE EXISTING
ELEVATION. THE FINAL RIM ELEVATIONS ARE SHOWN IN THE STRUCTURE
DRAINAGE TABLE ON THIS PAGE.
1
2
ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
N
A F
U
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SE
F
ORP
I ANO EL
T
S
GE SI
N
ERE D
EEATDSNTA WFO
.
SAHI
IN REENOTR46937
R
Know what's below.
Call before you dig.
TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT:
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24TED-40-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
DRAINAGE CONTROL PLANGRANT PLACE TOWNHOMESC4.0LUA23-000283C23006099GRANT PLACE TOWNHOMESR-429009 PR23-000126NOTE:
ALL STORM SYSTEM
FACILITIES UPSTREAM
EX.SDMH-1 ARE PRIVATE.
SEE SEPARATION NOTES CL TO CL 5.00'SEE
SEPARATION
NOTES
6.13'CL TO CL 6.27'CL TO CL 5.19'NOTE:
THE UTILITIES HAVE BEEN PARTIALLY UPDATED TO REFLECT AS-BUILT
CONDITIONS. ADDITIONAL AS-BUILT SURVEY REQIRED
TO OBTAIN INVERT ELEVATIONS ON STORM AND SANITARY SEWER.
PROPOSED IE AND RIM ELEVATION TAKES PRECEDENCE OVER
SURVEY DATA.
RELOCATE EX. STORM PIPING
FROM EX.CB#1 TO CB#5CL TO CL 5.28'TACK COAT FACE OF
CUT AND EACH COURSE
MINNOTES:
2. ALTERNATE TRENCH DRAIN
FOR REVIEW AND APPROVAL.
SPECIFICATION MAY BE SUBMITTED
MATERIAL OR STRUCTURAL FILL.
AGAINST COMPETENT NATIVE
1. BASE SHALL BE POURED
W/QUICKLOCK ASS'Y.
ACO SLOTTED STEEL GRATE
4" HMA
6" COARSE FILL
MIN.MIN.
6"6"8"SEE PLOFILEVARIESACO FRAME MESH STEEL
5 1/2 SACK MIX
POUR IN PLACE CONC. BASE
ACO 12" TRENCH DRAIN K300 CLASS B
FORMED IN PLACE TRENCH DRAIN
FOR CHANNEL INVERTS/SLOPE(S).
AND/OR UTILITY PLAN
SEE STORM PLAN
#3 REBAR CONTINUOUS (TYP)4000 PSI @ 28 DAYS
PER PLAN
3"
CLR4"CLR#3 REBAR @ 6" O.C.3"CLRNEW STRUCTURAL FILL, COMPACT
(ASTM D1557)
SURFACE WATER UTILITY
JFarah 09/03/2024
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
EX.CB #6
12" IE 341.60 (E)
12" IE 341.59 (NW)
RIM EL 345.08
30LF 12" RCP @ 79.36%
103LF 12
"
R
C
P
@
1
0
.
0
5
%
103LF 12"
R
C
P
@
9
.
0
1
%
EX.CB #17
12" IE 332.34 (W)
12" IE 332.34 (E)
RIM EL 335.01
EX.CB #16
12" IE 323.03 (W)
12" IE 323.03 (E)
RIM EL 325.70
GRANT AVENUE SEX
R.O.W.
2' ROW DEDICATION
BLDG 4 & 5
LOT LINE (TYP)EX.CB #7
12" IE 349.02 (W)
RIM EL 354.82 EAST PLEX.CB #15
12" IE 312.67 (SW)
12" IE 312.67 (E)
RIM EL 317.65 GRANT CRCLFACE OF EX CURBBLDG 1, 8
BLDG 2, 7
BLDG 3, 6
VAULT INLET
STA: 0+85.08
ELEV: 289.21
EX. SEWER
EX.SSMH #7
8" IE OUT 343.49 (W)
RIM EL 354.13
STA 5+73.32
EX.SSMH #6
8" IE IN 335.16 (E)
8" IE OUT 335.16 (S)
RIM EL 345.05
STA 4+76.92
104LF 12" LC
P
E
@
7
.
1
7
%
WATER 10" D.I.105LF 12" RCP @
4
.
9
9
%
EX.CB #18
12" IE 337.59 (W)
12" IE 337.59 (SE)
RIM EL 341.06
55LF 12" RCP @ 0.60%
CB #4
12" IE 337.92 (NW)
RIM EL 340.60
3.94%
15.0
0
%
0.13%
9.96%
1.52%
7.10%
BLDG 8
CB #2
12" IE 303.89 (W)
12" IE 303.89 (E)
12" IE 303.89 (N)
RIM EL 307.56
14LF 12" LCPE @ 9.71%EX. CB #1
12" IE 302.54 (E)
12" IE 302.54 (N)
RIM EL 306.95EL: 320.30PVI STA: 9+51.80
PVI EL: 313.84
K: 1.81
BVC STA: 9+41.80EL: 314.23EVC STA: 9+61.80EL: 312.3420' VC
PVI STA: 10+00.68
PVI EL: 306.51
K: 3.97
BVC STA: 9+90.68EL: 308.01EVC STA: 10+10.68EL: 305.5120' VC
PVI STA: 8+70.45
PVI EL: 317.05
K: 4.63
BVC STA: 8+51.99EL: 319.24EVC STA: 8+88.91EL: 316.3237' VC
GRANT AVENUE SEX
R.O.W.
2' ROW DEDICATION
EX.SSMH #3
STA 9+57.59
8" IE IN 305.28 (N)
8" IE IN 305.28 (E)
8" IE OUT 305.23 (SW)
RIM EL 312.84
34LF 12" LCPE @ 40.13%
TO VAULT
12LF 12" LCPE @ -9.30%
CB #3
12" IE 305.00 (W)
RIM EL 309.41
LINEAR DRAIN
15.00%
4.40%
15.00%
4.21%15.00%
4.76%
15.00%
4.08%
15.0
0
%
5.63%
11.90%
15.0
0
%
7.12%
1.50%
9.78%
BLDG 1
BLDG 2
BLDG 3
LOT LINE (TYP)CL ALLEYBLDG 6
BLDG 7
EX.CB #6
12" IE 341.60 (E)
12" IE 341.59 (NW)
RIM EL 345.08
EX.CB #13
12" IE 336.82 (SE)
12" IE 336.82 (W)
RIM EL 340.48
43LF 12" LCPE @ 10.65%
EX.CB #12
12" IE 332.19 (W)
12" IE 332.19 (E)
RIM EL 335.01
EX.CB #11
12" IE 323.97 (E)
12" IE 323.97 (W)
RIM EL 327.12
EX.CB #10
12" IE 315.99 (E)
12" IE 315.99 (W)
RIM EL 319.95
87LF 12" LCPE @ 4
.
3
9
%
EX.CB #9
12" IE 312.18 (E)
12" IE 312.18 (W)
RIM EL 315.69
PVI STA: 1+67.58
PVI EL: 316.44
K: 1.89
BVC STA: 1+57.58EL: 314.94EVC STA: 1+77.58EL: 316.8820' VC
PVI STA: 2+87.00
PVI EL: 324.45
K: 1.85
BVC STA: 2+77.00EL: 322.95EVC STA: 2+97.00EL: 324.8720' VC
PVI STA: 3+92.96
PVI EL: 331.72
K: 1.95
BVC STA: 3+82.96EL: 330.22EVC STA: 4+02.96EL: 332.2020' VC
PVI STA: 7+17.50
PVI EL: 330.70
K: 1.83
BVC STA: 7+07.50EL: 331.11EVC STA: 7+27.50EL: 329.2020' VC
PVI STA: 8+33.11
PVI EL: 321.49
K: 3.19
BVC STA: 8+23.11EL: 322.05EVC STA: 8+43.11EL: 320.3020' VC
PVI STA: 5+50.34
PVI EL: 348.28
K: 3.33
BVC STA: 5+00.34EL: 340.78EVC STA: 6+00.34EL: 340.78100' VC
PVI STA: 0+40.64
PVI EL: 297.39
K: 3.83
BVC STA: 0+30.64EL: 296.42EVC STA: 0+50.64EL: 298.8920' VC
PVI STA: 2+60.95
PVI EL: 320.54
K: 1.88
BVC STA: 2+50.98EL: 320.10EVC STA: 2+70.92EL: 322.0420' VC
PVI STA: 3+66.96
PVI EL: 327.82
K: 1.85
BVC STA: 3+56.96EL: 327.40EVC STA: 3+76.96EL: 329.3220' VC
PVI STA: 4+61.81
PVI EL: 335.00
K: 1.95
BVC STA: 4+51.81EL: 334.52EVC STA: 4+71.81EL: 336.5020' VC
PVI STA: 6+48.87
PVI EL: 333.50
K: 1.83
BVC STA: 6+38.87EL: 335.00EVC STA: 6+58.87EL: 333.0920' VC
PVI STA: 7+46.27
PVI EL: 326.38
K: 2.13
BVC STA: 7+36.27EL: 327.88EVC STA: 7+56.27EL: 325.8220' VC
BVC STA: 8+51.99EX
R.O.W.FACE OF EX CURB5' SW
GRANT AVENUE S2' ROW DEDICATION
53LF 12"
L
C
P
E
@
9
.
0
9
%
EX.SSMH #8
8" IE IN 306.30 (E)
8" IE OUT 306.20 (S)
RIM EL 313.68
STA 1+50.07
EX.SSMH #9
8" IE OUT 326.75 (W)
RIM EL 335.10
STA 4+64.14
EX.SSMH #6
8" IE IN 335.16 (E)
8" IE OUT 335.16 (S)
RIM EL 345.05
STA 5+51.20
EX. SSMH #5
STA 5+91.45
8" IE IN 332.81 (N)
8" IE OUT 332.76 (SW)
RIM EL 341.84
EX.SSMH #4
8" IE IN 328.75 (NE)
8" IE OUT 328.65 (W)
RIM EL 336.56
STA 6+27.31
WATER 10" D.I.
82LF 1
2
"
L
C
P
E
@
1
4.
0
6
%
EX.CB #8
12" IE 300.63 (E)
12" IE 300.63 (S)
RIM EL 303.51
16LF 12" LCPE @ 2.25%
48LF 12" LCPE @ 3.02%
24LF 12" LCPE @ 50.38%
TO VAULT
EX.SFMH#1
12" IE 290.82 (S)
12" IE 288.52 (W)
RIM EL 300.76
EX.CB #14
12" IE 288.17 (E)
12" IE 288.37 (SE)
12" IE 288.16 (W)
RIM EL 297.71
EX SDMH-1
12" IE 286.71 (E)
12" IE 287.21 (SE)
12" IE 286.61 (W)
12" IE 290.01 (N)
12" IE 290.16 (NE)
RIM EL 294.51
CB #4
12" IE 337.92 (NW)
RIM EL 340.60
55LF 12" RCP @ 0.60%
106LF 12" LC
P
E
@
7
.
7
2
%
103LF 12" L
C
P
E
@
7
.
7
4
%MATCH LINE STA. 8+75.00MATCH LINE STA. 8+75.00V: 1"=10' H: 1"=30'
GRANT CIRCLE SE (PRIVATE ALLEY)
V: 1"=10' H: 1"=30'
LOT CENTER LINE PROFILE
V: 1"=10' H: 1"=30'
GRANT CIRCLE SE (PRIVATE ALLEY)
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
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I ANO EL
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ERE D
EEATDSNTA WFO
.
SAHI
IN REENOTR46937
R
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24TED-40-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
ROAD AND STORM PROFILESGRANT PLACE TOWNHOMESC4.1LUA23-000283C23006099GRANT PLACE TOWNHOMESR-429010 PR23-000126ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
STATIONS ARE AS PER GRANT CIRCLE SE CL PROFILE
STATIONS ARE AS PER LOT CENTER LINE ALIGNMENT.
SURFACE WATER UTILITY
JFarah 09/03/2024
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
N
EXIST WALL
PROPOSED
KEYSTONE
WALL
PROPOSED
GRASSCRETE
PROPOSED GRASSCRETE SERVICE DRIVEWAY FOR STORM
VAULT MAINTENANCE
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE SIDEWALK
EX STORM DRAIN
NOTE:
STORM FACILITIES HAVE BEEN INSTALLED UNDER AN
EXPIRED PERMIT AND REFLECT AS-BUILT CONDITIONS.
NEW VAULT BUILDING PERMIT BY CITY OF RENTON
WILL BE REQUIRED.
EXISTING VAULT
PROPOSED
SIDEWALK
PROPOSED
ACCESS
DRIVEWAY
PROPOSED
PARKING
PROPOSED
SIDEWALK
PROPOSED
KEYSTONE
WALL
EXIST CONTROL STRUCTURE
IN VAULT - SEE DETAIL SHEET C4.3
GRATE WITH HATCH
WATER QUALITY
CONTROL STRUCTURE
IN VAULT SEE DETAIL
SHEET C4.3
4" PERF PVC SDR 35
FOOTING DRAIN
4" PERF PVC SDR 35
FOOTING DRAIN
PROPOSED
PARKING
PROPOSED
KEYSTONE
WALL
B
C4.3
AC4.3MIN.12" OUTLET PIPE
IE=295.57 AB 6"8" SHEAR
GATE
PIPE SUPPORT:
3" X .090" ALUMINUM
W/ 58" STAINLESS BOLTS
FRAME & LADDER OR
STEPS OFFSET. SEE
NOTE 8.
100-YEAR WATER SURFACE
DESIGN EL.=299.02
0.010' W x 1.9' H NOTCH
18" RISER
IE=290.87 AB
RESTRICTOR PLATE WITH ORIFICE
ELEV=289.87
DRILL A 0.90" HOLE IN PLATE WELDED TO
FLANGE OR DRILLED TO CAP
PIPE SUPPORTS (2 MIN):
3" X .090" ALUMINUM
W/ 58" STAINLESS BOLTS
5'x10' GRATED LOCKING
REMOVABLE
ACCESS PANEL (MARKED DRAIN)
RIM=302.91
SOLID FLANGE OR CAP
ELEV=293.57
BQWS
DESIGN EL.=286.10
WATER QUALITY
EL.=290.87 AB8.15' LIVE STORAGE4.77' DEAD STORAGEPROPOSED 4" PERF PVC FOOTING DRAIN
EXIST PERF PVC DRAIN
EXIST PERF PVC DRAIN
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
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EEATDSNTA WFO
.
SAHI
IN REENOTRR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24TED-40-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
VAULT PLAN AND DETAILSGRANT PLACE TOWNHOMESC4.2LUA23-000283C23006099GRANT PLACE TOWNHOMESR-429011 PR23-000126ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
STEEL PROTECTION CAGE
14'
PROPOSED
RAILING
EXIST
COUPLING
COUPLING
NOTE:
CONTROL STRUCTURES SHOP DRAWINGS AS SUBJECT
FOR APPROVAL BY THE ENGINEER OF RECORD PRIOR
TO THE MANUFACTURING AND INSTALLATION.
5'x10' GRATED LOCKING
REMOVABLE
ACCESS PANEL (MARKED DRAIN)
RIM=302.91
FRAME & LADDER OR
STEPS OFFSET. SEE
NOTE 8.
100-YEAR WATER SURFACE
DESIGN EL.=299.02
8" SHEAR
GATE
18" RISER
12" OUTLET PIPE
EXIST
WATER QUALITY
EL.=290.87 AB4.00' , 2ND ORIFICEELBOW WITH ORIFICE ELEV=294.87
DRILL A 0.98" HOLE IN PLATE WELDED TO
FLANGE OR DRILLED TO CAP
STORMFILTER MANHOLE
SEE DET. ON SHEET C4.1
AS PER SURVEY
DATED 03/05/24
AS PER SURVEY
DATED 03/05/24
SOLID FLANGE OR CAP
ELEV=299.52
VAULT ACCESS
5'x10' GRATE
SEE C4.3
VAULT ACCESS
5'x10' GRATE
SEE C4.3
CC4.3
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
GRASSCRETE ACCESS
8.15' LIVE STORAGE
4.77' DEAD STORAGE
(AVERAGE)
0.7' SEDIMENT STORAGE (VARIES)
0.67' FREEBOARD
100-YEAR WATER SURFACE
DESIGN EL.=299.02
AS-BUILD
WATER QUALITY
DESIGN EL.=290.87
SEDIMENT STORAGE
DESIGN EL.=286.10
VAULT ACCESS 8
5'x10' GRATED LOCKING REMOVABLE
ACCESS PANEL
AB RIM=302.91
TOP OF VAULT
EL.=300.73 (AVERAGE)
34LF 12" TO CB #14
IE.=290.87
IE.=295.57
28LF 12" TO
STORMFILTER MANHOLE
FINISHED GRADE
TRIM OR STEPPING TOP ROW OF
GEOFOAM BLOCKS TO MATCH
FINISHED GRADE SLOPE
CONTROL STRUCTURE
IE.=
288.98
34LF 12" FROM CB #1
VAULT ACCESS 3
24"Ø SOLID LOCKING LID
W/ FRAME (TYP)
(MARKED DRAIN)
AB RIM=306.99
VAULT ACCESS 4
24"Ø SOLID LOCKING LID
W/ FRAME (TYP)
(MARKED DRAIN)
AB RIM=304.18
PROPOSED RIM=306.46
5'
WATER QUALITY CONTROL
STRUCTURE W/ SOLID TOP
ELEV=288.50
MAX. DEPTH FROM
FINISHED GRADE TO
VAULT SHALL BE 20 FEET
AT ACCESS POINTS
EXISTING GRADE
FINISHED GRADE
GEOFOAM BLOCKS
EPS46 OR EQUAL
5'x7' OPENING
4" PERF. PVC SDR35
FOOTING DRAIN @ S= 0.5%
MIN. (TYP.)
6" MIN. GRAVEL AROUND
FOOTING DRAIN (TYP.)
SHEET DRAIN
(TYP.)
FINISHED GRADE
RAIL FENCE
H=42"
KEYSTONE RET. WALL
REQUIRED VOLUME 29,359 CF
PROVIDED VOLUME 29,960 CF
REQUIRED VOLUME 8,856 CF
PROVIDED VOLUME 17,535 CF
TOP OF VAULT
EL.=300.73
20.0'20.0'
EXISTING GRADE
FINISHED GRADE
VAULT ACCESS 4
24"Ø SOLID LOCKING LID
W/ FRAME (TYP)
(MARKED DRAIN)
AB RIM=304.18
PROPOSED RIM=306.14
VAULT ACCESS 5
24"Ø SOLID LOCKING LID
W/ FRAME (TYP)
(MARKED DRAIN)
AB RIM=304.90
PROPOSED RIM=307.16
4" PERF. PVC 4" PERF. PVC
GEOFOAM BLOCKS
EPS46 OR EQUAL
EXIST WALL
4" PERF. PVC SDR35
FOOTING DRAIN @ S=
0.5% MIN. (TYP.)
SHEET DRAIN (TYP.)
8.15' LIVE STORAGE
4.77' DEAD STORAGE
(AVERAGE)
100-YEAR WATER SURFACE
DESIGN EL.=299.02
AS-BUILD
WATER QUALITY
DESIGN EL.=290.87
SEDIMENT STORAGE
DESIGN EL.=286.10
6" MIN. GRAVEL AROUND
FOOTING DRAIN (TYP.)
0.67' FREEBOARD
WATER SURFACE
DESIGN EL.=358.4
TOP OF VAULT
EL.=300.73
4" PERF. PVC
@ S=0.0050
4" PVC VERT. PIPE
6" MIN. GRAVEL BASE
GEOFOAM BLOCKS
EPS46 OR EQUAL
1' MIN NATIVE SOIL BACKFILL
4" C.O.
W/ VALVE BOX
FRAME & COVER
& CONC. PAD 4" MIN.GRASSCRETE PAVERS
2" MIN. CHOKER COURSE
(3/4" CRUSHED STONE)
ON 6" MIN. CRUSHED SURFACE BASE
(3/4" TO 1-1/2" CRUSHED STONE)
WATER SURFACE
DESIGN EL.=358.4
TOP OF VAULT
EL.=300.73 (AVERAGE)
6" MIN. GRAVEL BASE
GEOFOAM BLOCKS
EPS46 OR EQUAL
1' MIN NATIVE SOIL BACKFILL
FILTER FABRIC ON TOP AND
AROUND SIDES OF GEOFOAM
BLOCKS
4" PERF. PVC
FILTER FABRIC
4" MIN.GRASSCRETE PAVERS
2" MIN. CHOKER COURSE
(3/4" CRUSHED STONE)
ON 6" MIN. CRUSHED SURFACE BASE
(3/4" TO 1-1/2" CRUSHED STONE)
GRAVEL
VAULT ACCESS 2
5'X10' GRATED LOCKING
REMOVABLE ACCESS PANEL
AB RIM=308.09
ELEV=288.50
MAX. DEPTH FROM
FINISHED GRADE TO
VAULT SHALL BE 20 FEET
AT ACCESS POINTS
GEOFOAM BLOCKS
EPS46 OR EQUAL
FINISHED GRADE
1"=5'
DETENTION VAULT SECTION B-B
1"=5'
DETENTION VAULT SECTION A-A
1"=5'
GEOFOAM DETAIL SECTION A-A
1"=5'
GEOFOAM DETAIL SECTION B-B
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
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ORP
I ANO EL
T
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GE SI
N
ERE D
EEATDSNTA WFO
.
SAHI
IN REENOTRR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24TED-40-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
VAULT DETAILSGRANT PLACE TOWNHOMESC4.3LUA23-000283C23006099GRANT PLACE TOWNHOMESR-429012 PR23-000126ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
1"=5'
DETENTION VAULT SECTION C-C
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
N
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I ANO EL
T
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GE SI
N
ERE D
EEATDSNTA WFO
.
SAHI
IN REENOTR46937
R
Know what's below.
Call before you dig.
TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT:
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24TED-40-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
STORMFILTER DETAILSGRANT PLACE TOWNHOMESC4.4LUA23-000283C23006099GRANT PLACE TOWNHOMESR-429013 PR23-000126ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
SFMH#1
(W) 288.59 LCPE 12"
(S) 290.82 LCPE 12"
300.59
0.0167 CFS
7 PSC
18"
0.0266 CFS
0.1153 CFS
ZPG
2
12"6"
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
N
A F
U
R
SE
F
ORP
I ANO EL
T
S
GE SI
N
ERE D
EEATDSNTA WFO
.
SAHI
IN REENOTR46937
R
Know what's below.
Call before you dig.
TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT:
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24TED-40-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
DETAILSGRANT PLACE TOWNHOMESC4.5LUA23-000283C23006099GRANT PLACE TOWNHOMESR-429014 PR23-000126DEVELOPMENT ENGINEERING
NJanders 09/16/2024
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
N
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F
ORP
I ANO EL
T
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GE SI
N
ERE D
EEATDSNTA WFO
.
SAHI
IN REENOTR46937
R
Know what's below.
Call before you dig.
TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT:
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24TED-40-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
DETAILSGRANT PLACE TOWNHOMESC4.6LUA23-000283C23006099GRANT PLACE TOWNHOMESR-429015 PR23-000126ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
N
A F
U
R
SE
F
ORP
I ANO EL
T
S
GE SI
N
ERE D
EEATDSNTA WFO
.
SAHI
IN REENOTR46937
R
Know what's below.
Call before you dig.
TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT:
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24TED-40-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
DETAILSGRANT PLACE TOWNHOMESC4.7LUA23-000283C23006099GRANT PLACE TOWNHOMESR-429016 PR23-000126ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
EXIST STORM DRAINAGE STRUCTURE TABLE
ID
CB #2
CB #3
CB #4
EX SDMH-1
EX. CB #1
EX.CB #6
EX.CB #7
EX.CB #8
DESCRIPTION
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE II-SOLID LID
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
RIM ELEV
EL 307.56
EL 309.41
EL 340.60
EL 294.51
EL 306.95
EL 345.08
EL 354.82
EL 303.51
PIPE INVERT
12" (W) LCPE IE=303.89
12" (E) LCPE IE=303.89
12" (N) IE=303.89
12" (W) LCPE IE=305.00
12" (NW) RCP IE=337.92
12" (E) LCPE IE=286.71
12" (W) REINFORCED CONCRETE IE=286.61
12" (N) EX CMP IE=290.01
12" (NE) EX CMP IE=290.16
12" (SE) EX CMP IE=287.21
12" (E) LCPE IE=302.54
12" (N) LCPE IE=302.54
12" (NW) LCPE IE=341.60
12" (E) LCPE IE=341.60
12" (W) LCPE IE=349.02
12" (E) LCPE IE=300.63
12" (S) LCPE IE=300.63
STATION
OFFSET
9+92.54
8.764L
9+80.14
8.685L
6+00.30
10.703L
3+14.80
5.016L
10+09.06
10.824L
5+45.00
14.654L
1+18.16
0.970L
0+82.63
9.047L
EXIST STORM DRAINAGE STRUCTURE TABLE
ID
SDCB-T1
SDMH-T2.1
SDMH-T2.2
DESCRIPTION
CB-TYPE 1
SDMH TYPE 2
SDMH TYPE 2
RIM ELEV
EL 307.41
EL 307.91
EL 305.30
PIPE INVERT
12" (SW) EX CMP IE=303.06
12" (NE) RCP IE=303.24
12" (NW) EX CMP IE=302.95
12" (NE) EX CMP IE=302.95
12" (SW) RCP IE=303.63
STATION
OFFSET
10+24.68
32.114L
10+46.92
33.577L
9+89.49
28.654L
DRAIN
1ST FF=
316.73
2ND FF=
326.08
1ST FF=
317.77
2ND FF=
328.08
1ST FF=
318.35
2ND FF=
328.08
1ST FF=
318.91
2ND FF=
328.08
1ST FF=
320.0
2ND FF=
330.08
1ST FF=
322.61
2ND FF=
331.85
1ST FF=
324.61
2ND FF=
333.77
1ST FF=
331.59
2ND FF=
341.57
1ST FF=
330.35
2ND FF=
340.19
1ST FF=
325.70
2ND FF=
335.27
1ST FF=
325.95
2ND FF=
335.27
1ST FF=
327.35
2ND FF=
336.77
1ST FF=
323.80
2ND FF=
333.95
1ST FF=
324.02
2ND FF=
333.95
1ST FF=
325.81
2ND FF=
337.00
1ST FF=
333.31
2ND FF=
343.03
1ST FF=
333.44
2ND FF=
343.03
1ST FF=
334.94
2ND FF=
344.56
1ST FF=
331.80
2ND FF=
341.55
1ST FF=
331.80
2ND FF=
341.55
1ST FF=
333.47
2ND FF=
343.08
1ST FF=
348.19
2ND FF=
357.98
1ST FF=
349.75
2ND FF=
359.52
1ST FF=
351.13
2ND FF=
361.03
1ST FF=
352.61
2ND FF=
362.52
1ST FF=
354.23
2ND FF=
364.01
1ST FF=
348.25
2ND FF=
357.99
1ST FF=
349.53
2ND FF=
359.48
1ST FF=
350.87
2ND FF=
360.98
1ST FF=
352.46
2ND FF=
362.52
1ST FF=
353.96
2ND FF=
364.01
1ST FF=
314.90
2ND FF=
324.73
1ST FF=
315.92
2ND FF=
325.92
1ST FF=
316.10
2ND FF=
325.92
1ST FF=
316.60
2ND FF=
325.92
1ST FF=
317.57
2ND FF=
327.57
BUILDING #2 BUILDING #3
BUILDING #4
BUILDING #5
BUILDING #6BUILDING #7
BUILDING #8
BUILDING #1
EXIST STORM DRAINAGE STRUCTURE TABLE
ID
CB #2
CB #3
CB #4
EX SDMH-1
EX. CB #1
EX.CB #6
EX.CB #7
EX.CB #8
DESCRIPTION
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE II-SOLID LID
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
RIM ELEV
EL 307.56
EL 309.41
EL 340.60
EL 294.51
EL 306.95
EL 345.08
EL 354.82
EL 303.51
PIPE INVERT
12" (W) LCPE IE=303.89
12" (E) LCPE IE=303.89
12" (N) IE=303.89
12" (W) LCPE IE=305.00
12" (NW) RCP IE=337.92
12" (E) LCPE IE=286.71
12" (W) REINFORCED CONCRETE IE=286.61
12" (N) EX CMP IE=290.01
12" (NE) EX CMP IE=290.16
12" (SE) EX CMP IE=287.21
12" (E) LCPE IE=302.54
12" (N) LCPE IE=302.54
12" (NW) LCPE IE=341.60
12" (E) LCPE IE=341.60
12" (W) LCPE IE=349.02
12" (E) LCPE IE=300.63
12" (S) LCPE IE=300.63
STATION
OFFSET
9+92.54
8.764L
9+80.14
8.685L
6+00.30
10.703L
3+14.80
5.016L
10+09.06
10.824L
5+45.00
14.654L
1+18.16
0.970L
0+82.63
9.047L
EXIST STORM DRAINAGE STRUCTURE TABLE
ID
SDCB-T1
SDMH-T2.1
SDMH-T2.2
DESCRIPTION
CB-TYPE 1
SDMH TYPE 2
SDMH TYPE 2
RIM ELEV
EL 307.41
EL 307.91
EL 305.30
PIPE INVERT
12" (SW) EX CMP IE=303.06
12" (NE) RCP IE=303.24
12" (NW) EX CMP IE=302.95
12" (NE) EX CMP IE=302.95
12" (SW) RCP IE=303.63
STATION
OFFSET
10+24.68
32.114L
10+46.92
33.577L
9+89.49
28.654L
GRANT CIRCLE S.E.
(PRIVATE ALLEY)
S-0463
GRANT CIRCLE S.E.
(PRIVATE ALLEY)
1+26.06, 0.00' T
TOP=307.17
IE IN 304.90 (NE)
IE OUT 304.80 (SE)
SSMH #2, 48"126LF
8
"
PVC
C90
0
@
1
.2
3%
67LF
8"
P
V
C
C
9
0
0
@
0.
5
0
%
1.5' ROW DEDICATION
1+92.52, 0.54' LT
TOP=312.84
IE IN 305.28 (N)
IE IN 305.28 (E)
IE OUT 305.23 (SW)
EX.SSMH #3, 48"
5+26.39, 1.13' LT
TOP=336.56
IE IN 328.75 (NE)
IE OUT 328.65 (W)
EX.SSMH #4 , 48"
5+68.51, 1.16' LT
TOP=341.84
IE IN 332.81 (N)
IE OUT 332.76 (SW)
EX. SSMH #5, 48"
7+09.41, 0.46' RT
TOP=354.13
IE OUT 343.49 (W)
EX.SSMH #7, 48"
5+51.20, 13.30' LT
TOP=345.05
IE IN 335.16 (E)
IE OUT 335.16 (S)
EX.SSMH #6, 48"
4+39.48, 0.00' T
TOP=335.10
IE OUT 326.75 (W)
EX.SSMH #9, 48"
1+25.41, 0.00' T
TOP=313.68
IE IN 306.30 (E)
IE OUT 306.20 (S)
EX.SSMH #8, 48"
5'
EX. 96LF 8" PVC @ 8.64%EX. 43LF 8" PVC @ 5.46%EX. 42LF 8" PVC @ 9.52%
EX. 333LF 8" PVC @ 7.02%EX. 125LF 8" PVC @ 0.74%EX. 314LF 8" PVC @ 6.51%
3.8'3.0'
5'
0+00.00, 0.00' LT
TOP=310.57
IE IN 303.05 (NE)
IE IN 303.25 (NW)
IE OUT 303.05 SW
POTHOLED 12/29/22
DEPTH TO TOP = -6.25FT
SSMH #1, 48"
IE 306.62
POC RIM=314.69
IE 309.72
POC RIM=316.25
IE 312.57
POC RIM=319.15
IE 308.26
POC RIM=315.68
IE 310.90
POC RIM=317.04
IE 315.24
POC RIM=322.61
IE 319.33
POC RIM=325.88
IE 322.52
POC RIM=330.62
IE 325.00
POC RIM=331.81
IE 326.05
POC RIM=334.88
IE 324.24
POC RIM=333.56
IE 323.68
POC RIM=333.15
IE 322.13
POC RIM=331.81
IE 319.22
POC RIM=327.30
IE 317.06
POC RIM=325.91
IE 310.49
POC RIM=318.73IE 308.90
POC RIM=317.78
IE 307.62
POC RIM=316.74
IE 317.27
POC RIM=326.05
IE 315.45
POC RIM=324.71
IE 312.31
POC RIM=320.04
IE 310.85
POC RIM=319.01
IE 317.48
POC RIM=324.40
IE 317.14
POC RIM=324.12 IE 323.96
POC RIM=331.80
IE 326.66
POC RIM=333.44
IE 337.07
POC RIM=347.91
IE 337.06
POC RIM=348.21
IE 339.49
POC RIM=349.98
IE 340.07
POC RIM=350.92
IE 341.80
POC RIM=352.57
IE 343.38
POC RIM=354.22
IE 343.31
POC RIM=354.01
IE 341.75
POC RIM=352.57
IE 339.99
POC RIM=350.86
IE 339.25
POC RIM=349.73
MIN 3'
NOTES:
·FOR SEWER RIMS AND INVERTS SEE PROFILE ON SHEET C5.1
·FOR STANDARD SEWER MATERIALS AND DETAILS SEE CITY OF RENTON STANDARD DETAIL PLANS.
·18" MINIMUM VERTICAL SEPARATION BETWEEN WATER MAIN AND SEWER MAIN OR SIDE.
·ALL SEWER MAIN AND MANHOLES PROVIDED BY THE PROJECT ARE PUBLIC. SIDE SEWER AND STUBS ARE PRIVATE.
·ALL SEWER MAINS TO BE MINIMUM 8 INCH PVC.
·ALL UTILITIES SERVING THE SITE SHALL BE UNDERGROUND.
·A 15' SEWER UTILITY EASEMENT IS REQUIRED, EASEMENT SHALL BE CENTERED OF THE SEWER MAIN AND TO BE
PROVIDED AS A PART OF THE FINAL PLAT.
CONTRACTOR SHALL POTHOLE AND FIELD VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING HIGH PRESSURE
GAS LINE BEFORE INSTALLATION OF ALL NEW UTILITIES IN GRANT AVENUE SOUTH TO ASSURE THAT MINIMUM VERTICAL
AND HORIZONTAL SEPARATION CAN BE MAINTAINED. CONTRACTOR SHALL NOTIFY ENGINEER IF SEPARATION CANNOT BE
MAINTAINED IN ORDER TO DEVELOP ALTERNATE DESIGN.
CHECK ACTUAL SEPARATION IN FIELD.
PROPOSED LEGEND
GRASSCRETE ACCESS
ASPHALT PAVEMENT
CONCRETE PAVEMENT
PROPERTY BOUNDARY
EASEMENT LINE
ROW DEDICATION
PROPOSED SEWER MANHOLE
PROPOSED SEWER MAIN
ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
N
A F
U
R
SE
FORP
I ANO EL
T
S
GE SI
N
ERE D
EEATDSNTA WFO
.
SAHI
IN REENOTRR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24WWP-27-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
SANITARY SEWER PLANGRANT PLACE TOWNHOMESC5.0LUA23-000283C23006099GRANT PLACE TOWNHOMESS-429001 PR23-000126N
SEE SEPARATION NOTES
ON SHEET C4.0
SEE SEPARATION
NOTES ON SHEET C4.0
15' SEWER EASEMENT
CHECK ACTUAL
SEPARATION
IN FIELD
NOTE:
THE UTILITIES HAVE BEEN PARTIALLY UPDATED TO REFLECT AS-BUILT
CONDITIONS. ADDITIONAL AS-BUILT SURVEY REQIRED
TO OBTAIN INVERT ELEVATIONS ON STORM AND SANITARY SEWER.
PROPOSED IE AND RIM ELEVATION TAKES PRECEDENCE OVER
SURVEY DATA.
WASTEWATER UTILITY
jstowell 09/12/2024
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
SSMH #1
8" IE IN 303.05 (NE)
8" IE IN 303.25 (NW)
8" IE OUT 303.05 (SW)
RIM EL 310.57
STA -0+00.00
1.60'2.26'0.52'EX
EX
NEW
EX 12" SD
ADD ETHNOFOAM
PAD FOR SEPARATION
WITH SEWER
EX ROAD
GRADE
126LF 8" PVC C900 @ 1.23%
IN GRANT AVE S
CONDO
DRIVEWAY
ENTRANCE 90° ANGLES PLEX
CURB
SEWER SIDE IE
STA: 7+09.42
ELEV: 343.38
SEWER SIDE IE
STA: 7+08.77
ELEV: 343.31
SEWER SIDE IE
STA: 6+90.93
ELEV: 341.89
SEWER SIDE IE
STA: 6+89.95
ELEV: 341.81SEWER SIDE IE
STA: 6+70.15
ELEV: 340.10
SEWER SIDE IE
STA: 6+69.45
ELEV: 340.04
SEWER SIDE IE
STA: 6+33.76
ELEV: 336.95
SEWER SIDE IE
STA: 6+35.47
ELEV: 337.10
SEWER SIDE IE
STA: 6+61.58
ELEV: 339.36
SEWER SIDE IE
STA: 6+62.59
ELEV: 339.45
SEWER SIDE IE
STA: 4+71.55
ELEV: 324.81
SEWER SIDE IE
STA: 4+57.09
ELEV: 323.80
SEWER SIDE IE
STA: 4+36.30
ELEV: 322.35
SEWER SIDE IE
STA: 3+91.86
ELEV: 319.23
SEWER SIDE IE
STA: 3+65.32
ELEV: 317.39
SEWER SIDE IE
STA: 3+60.36
ELEV: 317.04
SEWER SIDE IE
STA: 3+33.34
ELEV: 315.14
SEWER SIDE IE
STA: 2+95.62
ELEV: 312.51
SEWER SIDE IE
STA: 2+71.72
ELEV: 310.83
SEWER SIDE IE
STA: 2+55.18
ELEV: 309.67
SEWER SIDE IE
STA: 2+10.57
ELEV: 306.55
SEWER SIDE IE
STA: 2+33.62
ELEV: 308.16
SEWER SIDE IE
STA: 4+95.33
ELEV: 326.482.31'96LF 8" PV
C
@
8
.
6
4
%
SSMH #2
8" IE IN 304.90 (NE)
8" IE OUT 304.79 (SE)
RIM EL 307.17
STA 1+26.06
67LF 8" PVC C900 @ 0.50%
43LF 8" PVC @
5
.
4
6
%
42LF 8" PV
C
@
9
.
5
2
%
SEWER
EASEMENT
PARCEL #3260600000 PLE PLEX.SSMH #3
8" IE IN 305.28 (N)
8" IE IN 305.28 (E)
8" IE OUT 305.23 (SW)
RIM EL 312.84
STA 1+92.52
EX.SSMH #4
8" IE IN 328.75 (NE)
8" IE OUT 328.65 (W)
RIM EL 336.56
STA 5+26.39
EX. SSMH #5
STA 5+68.51
8" IE IN 332.81 (N)
8" IE OUT 332.76 (SW)
RIM EL 341.84
EX.SSMH #6
STA 6+13.01
8" IE IN 335.16 (E)
8" IE OUT 335.16 (S)
RIM EL 345.05
EX.SSMH #7
8" IE OUT 343.49 (W)
RIM EL 354.13
STA 7+09.412.44'2.10'BLDG 4 & 5
LOT LINE (TYP)BLDG 6
BLDG 7
BLDG 8
EX.CB #7
12" IE 349.02 (W)
RIM EL 354.82
EX.CB #6
12" IE 341.60 (E)
12" IE 341.59 (NW)
RIM EL 345.08
CB #2
12" IE 303.89 (W)
12" IE 303.89 (E)
12" IE 303.89 (N)
RIM EL 307.56
WATER 10" D.I.
GAS PIPE CROSSING
STA: 1+74.72
1.90'333LF 8" PVC
@
7
.
0
2
%2.14'1.96'1.83'1.64'1.48'1.41'1.69'1.75'2.02'2.24'2.31'2.36'2.37'2.29'2.47'2.50'ADD ETHNOFOAM
PAD FOR SEPARATION
WITH WATER
SIDE SEWER IE
STA: 1+47.48
ELEV: 307.74
SIDE SEWER IE
STA: 1+67.10
ELEV: 309.02
SIDE SEWER IE
STA: 1+91.97
ELEV: 310.64
SIDE SEWER IE
STA: 1+97.44
ELEV: 310.99 SIDE SEWER IE
STA: 2+67.89
ELEV: 315.58
SIDE SEWER IE
STA: 2+92.91
ELEV: 317.21
SIDE SEWER IE
STA: 2+96.20
ELEV: 317.43
SIDE SEWER IE
STA: 3+25.62
ELEV: 319.34
SIDE SEWER IE
STA: 2+19.93
ELEV: 312.46
SIDE SEWER IE
STA: 3+70.18
ELEV: 322.23
SIDE SEWER IE
STA: 3+94.17
ELEV: 323.80
SIDE SEWER IE
STA: 4+30.84
ELEV: 326.18
EX. STORM CP
STA: 0+55.90
ELEV: 302.90
EX. SEWER IE
STA: 0+56.09
ELEV: 305.69
SIDE SEWER IE
STA: 4+02.65
ELEV: 324.35
125LF 8" PVC @ 0.74%
EX.SSMH #3
8" IE IN 305.28 (N)
8" IE IN 305.28 (E)
8" IE OUT 305.23 (SW)
RIM EL 312.84
STA 0+00.53
EX.SSMH #9
STA 4+39.48
8" IE OUT 326.75 (W)
RIM EL 335.10
EX.SSMH #8
8" IE IN 306.30 (E)
8" IE OUT 306.20 (S)
RIM EL 313.68
STA 1+25.41
STAIRS
90° ANGLEBACK OFSIDEWALKBACK OFSIDEWALKBLDG 1
BLDG 2
BLDG 3
3.56'2.44'4.40'WATER 10" D.I.
EX.CB #9
12" IE 312.18 (E)
12" IE 312.18 (W)
RIM EL 315.69
EX.CB #10
12" IE 315.99 (E)
12" IE 315.99 (W)
RIM EL 319.95
EX.CB #11
12" IE 323.97 (E)
12" IE 323.97 (W)
RIM EL 327.12
EX.CB #12
12" IE 332.19 (W)
12" IE 332.19 (E)
RIM EL 335.01
EX. SEWER CP
STA: 0+10.90
ELEV: 305.99
EX. WATER IE
STA: 0+10.90
ELEV: 308.35
314LF 8" PVC
@
6
.
5
1
%3.24'2.87'2.78'3.33'2.67'3.03'3.16'3.63'3.90'4.02'4.43'- SSMH #1, 3, 4, 5, 6, 7, 8, 9 AND 10 PER C.O.R. STD. DTL. 400.1
- SSMH #2 PER C.O.R. STD. DTL. 400.2
- ALL MANHOLE FRAMES AND COVERS PER C.O.R. STD. DTL. 403.1
- ALL SEWER PIPES ARE PVC SDR35
- STATIONS ARE AS PER PIPE LENGTH
8/23/2024RGG
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.
SAHI
IN REENOTR46937
ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
V: 1"=10' H: 1"=30'
GRANT CIRCLE SE (SOUTH SIDE)
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
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SAHI
IN REENOTR46937
R
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24WWP-27-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
SEWER PROFILESGRANT PLACE TOWNHOMESC5.1LUA23-000283C23006099GRANT PLACE TOWNHOMESS-429002 PR23-000126V: 1"=10' H: 1"=30'
GRANT CIRCLE SE (NORTH SIDE)
WASTEWATER UTILITY
jstowell 09/12/2024
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
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EEATDSNTA WFO
.
SAHI
IN REENOTRR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24WWP-27-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
SANITARY SEWER DETAILSGRANT PLACE TOWNHOMESC5.2LUA23-000283C23006099GRANT PLACE TOWNHOMESS-429003 PR23-000126WASTEWATER UTILITY
jstowell 09/12/2024
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
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I ANO EL
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GE SI
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EEATDSNTA WFO
.
SAHI
IN REENOTRR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24WWP-27-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
SANITARY SEWER DETAILSGRANT PLACE TOWNHOMESC5.3LUA23-000283C23006099GRANT PLACE TOWNHOMESS-429004 PR23-000126WASTEWATER UTILITY
jstowell 09/12/2024
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
EXIST STORM DRAINAGE STRUCTURE TABLE
ID
CB #2
CB #3
CB #4
EX SDMH-1
EX. CB #1
EX.CB #6
EX.CB #7
DESCRIPTION
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE II-SOLID LID
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
RIM ELEV
EL 307.56
EL 309.41
EL 340.60
EL 294.51
EL 306.95
EL 345.08
EL 354.82
PIPE INVERT
12" (W) LCPE IE=303.89
12" (E) LCPE IE=303.89
12" (N) IE=303.89
12" (W) LCPE IE=305.00
12" (NW) RCP IE=337.92
12" (E) LCPE IE=286.71
12" (W) REINFORCED CONCRETE IE=286.61
12" (N) EX CMP IE=290.01
12" (NE) EX CMP IE=290.16
12" (SE) EX CMP IE=287.21
12" (E) LCPE IE=302.54
12" (N) LCPE IE=302.54
12" (NW) LCPE IE=341.60
12" (E) LCPE IE=341.60
12" (W) LCPE IE=349.02
12" (E) LCPE IE=300.63
STATION
OFFSET
9+92.54
8.764L
9+80.14
8.685L
6+00.30
10.703L
3+14.80
5.016L
10+09.06
10.824L
5+45.00
14.654L
1+18.16
0.970L
0+82.63
EXIST STORM DRAINAGE STRUCTURE TABLE
ID
SDCB-T1
SDMH-T2.1
SDMH-T2.2
DESCRIPTION
CB-TYPE 1
SDMH TYPE 2
SDMH TYPE 2
RIM ELEV
EL 307.41
EL 307.91
EL 305.30
PIPE INVERT
12" (SW) EX CMP IE=303.06
12" (NE) RCP IE=303.24
12" (NW) EX CMP IE=302.95
12" (NE) EX CMP IE=302.95
12" (SW) RCP IE=303.63
STATION
OFFSET
10+24.68
32.114L
10+46.92
33.577L
9+89.49
28.654L
DRAIN
GRANT CIRCLE S.E. (PRIVATE ALLEY)
GRANT CIRCLE S.E. (PRIVATE ALLEY)
RAISE EX. FIRE HYDRANT 1.54'
EX. 12" WATER MAIN
EX. 10" WATER SUPPLY
EX. 10" WATER SUPPLY
EX. 10" WATER SUPPLY
PRIVATE ALLEY
4 - 1" WATER SERVICE
4 - 1" WATER METER
PER 320.10
4 - 1" WATER SERVICE
4 - 1" WATER METER
PER 320.10
4 - 1" WATER SERVICE
4 - 1" WATER METER
PER 320.10
4 - 1" WATER SERVICE
4 - 1" WATER METER
PER 320.10
5 - 1" WATER SERVICE
5 - 1" WATER METER
PER 320.10
5 - 1" WATER SERVICE
5 - 1" WATER METER PER 320.10
5 - 1" WATER SERVICE
5 - 1" WATER METER
PER 320.10
5 - 1" WATER SERVICE
5 - 1" WATER METER
PER 320.10
EX. FIRE
HYDRANT
EX. FIRE
HYDRANT
EX. FIRE
HYDRANT
EX. FIRE
HYDRANT
EX. FIRE
HYDRANT
EX. FIRE
HYDRANT
PROVIDE ASPHALT BUMP OUTS
FOR THE MAINTENANCE ACCESS
OVER VALVES AT THE CONCRETE SIDEWALK
SEE DETAIL ON C6.0
PROVIDE ASPHALT BUMP OUTS
FOR THE MAINTENANCE ACCESS
OVER VALVES AT THE CONCRETE SIDEWALK
SEE DETAIL ON C6.0
PROVIDE ASPHALT BUMP OUTS
FOR THE MAINTENANCE ACCESS
OVER VALVES AT THE CONCRETE SIDEWALK
SEE DETAIL ON C6.0
HOUSING FOR
THE TREE METERS
SEE SHEET 6.3
EX. BLOWOUT VALVE
AS PER STD. DET. 340.10
(WATER MAIN HIGH POINT)
ALIGNMENT: ACCESS END
STA: 1+15.83
OFFSET: 12.934LTEX 76L
F,
1
0"
DI
C
L
5
2
EX 28LF, 10
"
D
I
C
L
5
2
EX 159LF, 10" DI CL52 EX 104LF, 10" DI CL52 EX 107LF, 10" DI CL52
E
X
3
9
L
F
,
1
0
"
D
I
C
L
5
2 EX 27LF, 10" DI CL52EX 119LF, 10" DI CL52
EX 51LF, 10" DI CL52EX 26LF, 10" DI CL52EX 101LF, 10" DI CL52EX 121LF, 10" DI CL52EX 116LF, 10" DI CL52
EX 37LF, 10" DI CL52
EX 57L
F
,
1
0
"
DI
C
L
5
2
FIRE HYD. CONN.
AS PER 310.10
STA: 2+62.16
OFFSET: 0.787RT
FIRE HYD. CONN.
AS PER 310.10
STA: 3+65.70
OFFSET: 0.826RT
FIRE HYD. CONN.
AS PER 310.10
STA: 5+41.74
OFFSET: 0.008LT
FIRE HYD. CONN. AS PER 310.10
STA: 7+16.14
OFFSET: 0.000T
FIRE HYD. CONN. AS PER 310.10
STA: 8+37.33
OFFSET: 0.009LT
FIRE HYD. CONN. AS PER 310.10
STA: 9+52.88
OFFSET: 0.064RT
BEND AS PER 330.10
STA: 1+03.41
OFFSET: 0.000T
BEND AS PER 330.10
STA: 4+72.80
OFFSET: 0.000T
BEND AS PER 330.10
STA: 5+11.43
OFFSET: 0.000T
BEND AS PER 330.10
STA: 5+19.28
OFFSET: 0.022RT
EX. CAP
ALIGNMENT: ACCESS END
STA: 1+11.84
OFFSET: 5.886LT
BEND AS PER 330.10
STA: 5+89.07
OFFSET: 0.000T
BEND AS PER 330.10
STA: 6+15.10
OFFSET: 0.000T
BEND AS PER 330.10
STA: 6+25.67
OFFSET: 0.000T
EX.1.5" IRRIGATION METER
WITH DCVA, AS PER 340.80
BEND AS PER 330.10
STA: 9+89.73
OFFSET: 0.000RT
EX. 10" CONNECTION
TO EX. 12" WATER MAIN
ALIGNMENT: Grant Ave
STA: 4+77.96
OFFSET: 15.200RT
EX. 10" CONNECTION
TO EX. 12" WATER MAIN
ALIGNMENT: Grant Ave
STA: 3+58.70
OFFSET: 2.727RT
10" GATE VALVE
STA: 2+65.42
OFFSET: 0.800RT
10" GATE VALVE
STA: 8+34.11
OFFSET: 0.024LT
10" GATE VALVE
STA: 5+48.00
OFFSET: 0.000T
10" TEE
10" GATE VALVE
STA: 5+38.45
OFFSET: 0.000T
10" GATE VALVE
ALIGNMENT: ACCESS END
STA: -0+03.51
OFFSET: 5.608LT
15.0'15.0'15.0'15
.
0
'15.0'15' PUBLIC UTILITY WATER EASEMENTFIRE HYD. CONN.
AS PER 310.10
STA: 0+75.54
OFFSET: 0.000T
AIR-VAC
INSTALL POLYPIG
AS PER COR STD 300.7
STA: 0+24.40
OFFSET: 0.078LT
INSTALL POLYPIG
AS PER COR STD 300.7
STA: 10+07.54
OFFSET: 0.005RT
NOTES
·ALL MECHANIC-JOINT FITTINGS SHALL HAVE RESTRAINT RETAINER-ISLANDS SUCH AS MEGALUG 1100
SERIES OR RO-MAC 600 SERIES ROMBIGRIP AND CONCRETE BLOCKING.
·18" MINIMUM VERTICAL SEPARATION BETWEEN WATER MAIN AND GAS MAIN.
·ALL UTILITIES SERVING THE SITE SHALL BE UNDERGROUND.
·A DCVA IS REQUIRED DOWNSTREAM OF THE DOMESTIC WATER METER TO EACH BUILDING. THE DCVA
WILL BE INSTALLED IN THE GARAGE AND IT MUST BE INSTALLED ON THE BUILDING WATER SUPPLY
LINE BEFORE THE FIRST WATER FIXTURE.
·A 15' PUBLIC UTILITY WATER EASEMENT IS REQUIRED TO BE PROVIDED. EASEMENT SHALL BE
CENTERED OVER THE WATER SYSTEM AND INCLUDE ALL MAINS, HYDRANTS, WATER METERS AND
BLOW OFF ASSEMBLIES.
·WATER MAIN TO BE SHUT-OFF (BY CITY FORCES) PRIOR TO THE REMOVAL AND RE-INSTALLATION OF
THE WATER SERVICES (BY DEVELOPER). PRESSURE AND PURITY TESTING OF THE WATER MAIN
REQUIRED.
·ALL 1" WATER SERVICE LINES AND WATER SETTERS THAT DO NOT CURRENTLY COMPLY WITH STD.
PLAN 320.1 SHALL BE REMOVED AND RE-INSTALLED PER THE STANDARD PLAN.
·ALL WATER METER SETTERS THAT CANNOT BE RAISED TO FINISH GRADE SHALL BE REMOVE AND
REPLACED SUCH THAT SETTER COMPLIES WITH COVER REQUIREMENT AS PER STD. PLAN 320.1.
·WATER MAIN SHALL HAVE 3 FEET OF COVER. POTHOLE ALL WATER SERVICES AT EX. WATER MAIN TO
CONFIRM 3 FEET OF COVER. IF COVER IS NOT MET, REPLACEMENT OF WATER MAIN IS REQUIRED AT
LOCATIONS THAT DO NOT SATISFY REQUIREMENT. ENGINEER OF RECORD SHALL PROVIDE
CONFIRMATION TO THE CITY'S PROJECT MANAGER.
CONTRACTOR SHALL POTHOLE AND FIELD VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING
HIGH PRESSURE GAS LINE BEFORE INSTALLATION OF ALL NEW UTILITIES IN GRANT AVENUE SOUTH TO
ASSURE THAT MINIMUM VERTICAL AND HORIZONTAL SEPARATION CAN BE MAINTAINED. CONTRACTOR
SHALL NOTIFY ENGINEER IF SEPARATION CANNOT BE MAINTAINED IN ORDER TO DEVELOP ALTERNATE
DESIGN.
WATER SERVICE WILL BE PROVIDED BY THE CITY OF RENTON. THE SITE IS IN THE ROLLING HILLS SERVICE
AREA IN THE 490 HYDRAULIC PRESSURE ZONE. THERE IS AN EXISTING 12-INCH CITY WATER MAIN LOCATED
IN GRANT AVENUE S THAT CAN DELIVER A MAXIMUM TOTAL FLOW CAPACITY OF 3,400 GALLONS PER
MINUTE (GPM). THE APPROXIMATE STATIC WATER PRESSURE IS 77 PSI AT THE ELEVATION OF 310 FEET.
THE SITE IS LOCATED OUTSIDE OF AN AQUIFER PROTECTION AREA.
FIRE SERVICE
AS PER HEARING EXAMINER DECISION BY CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC
DEVELOPMENT (LUA23-000283, PP, SA, ECF, MOD, V-H) PROVIDED WATER SUPPLY SYSTEM CAN SUSTAIN
PRESSURE AND FLOW CAPACITY FOR THE USE OF FIRE SPRINKLER.
FIRE SERVICE CONNECTION CONNECTION IS PROVIDED TO EACH UNIT INDIVIDUALLY BY MEANS OF
EXISTING 1" SIDE CONNECTION VIA 1" METER.
NOTE:
THE UTILITIES HAVE BEEN PARTIALLY UPDATED TO REFLECT AS-BUILT
CONDITIONS. ADDITIONAL AS-BUILT SURVEY REQIRED
TO OBTAIN INVERT ELEVATIONS ON STORM AND SANITARY SEWER.
PROPOSED LEGEND
GRASSCRETE ACCESS
ASPHALT PAVEMENT
CONCRETE PAVEMENT
PROPERTY BOUNDARY
EASEMENT LINE
ROW DEDICATION
EX WATER VALVE
EX WATER MAIN
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
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EEATDSNTA WFO
.
SAHI
IN REENOTRR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24WTR-24-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
WATER PLANGRANT PLACE TOWNHOMESC6.0LUA23-000283C23006099GRANT PLACE TOWNHOMESW-429001 PR23-000126ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
VALVE COVER
ASPHALT MAINTENANCE BUMP OUT
CONCRETE SIDEWALK
60"10'
NOTE:
FILL AND COMPACT ROADWAY TO FINAL SUBGRADE BEFORE
EXCAVATION FORINSTALLATION OF NEW WATER LINES.
STATIONS ARE AS PER WATER MAIN PROFILE
UNLESS STATED OTHERWISE.
VALVE COVER
ASPHALT MAINTENANCE BUMP OUT
CONCRETE SIDEWALK
60"60"
10" MAIN VALVE
10" WATER MAIN
60"18.36'ASPHALT
MAINTENANCE
BUMP OUT
CONCRETE
SIDEWALK
10" WATER MAIN
CONCRETE
SIDEWALK
FIRE SPLINKERS:
FIRE SPLINKERS ARE REQUIRED TO BE INSTALLED
ON BUILDINGS WITH 5 UNITS: BUILDING 1, 4, 5 AND 8
AS PER NFPA 13 AND IBC2021
NOTE:
LOCATION AND ELEVATIONS FOR
THE WATER MAIN ARE BASED ON
POTHOLING AND AS-BUILT SURVEY
note shut down
of water main
shall be
sequenced and
coordinated
with the site
inspector such
that hydrants
remain
operational to
provide fire
protection for
partially
constructed
structures.
WATER UTILITY
ABDOUL GAFOUR 09/13/2024 DEVELOPMENT ENGINEERING
NJanders 09/16/2024
6 LF 10" D.I.MIN. 3.00'EX
R.O.W.
2' ROW DEDICATION
TOP OF EX. 8"
HIGH PRESSURE GAS PIPE
STA: 0+25.13
CP: 290.66
TOP OF EX. 12"
STORM PIPE
STA: 0+10.29
CP: 291.41 COVER 3.11'CONNECT TO EX 12" WA
1-12"x10" CUT-IN TEE
PER COR STD DTL 300.40
1-10" VALVE (FLxMJ)
2-10" 45° BEND (MJxMJ)
WITH CONC BLOCK
1-2LF 10" SPOOL (MJxMJ)
2-12" GATES VALVES (FLxMJ)
STA: 0+00.00
CP: 291.75
VERIFY FIELD CONDITIONS
BLDG 6 BLDG 7BLDG 1 BLDG 2 BLDG 3
LOT LINE (TYP)MIN. 3.00'MIN. 3.00'MIN. 3.00'MIN. 3.00'GRANT AVENUE SALLEY159 LF 10" D.I.
104 LF 10" D.I.
107 LF 10" D.I.
39LF 10" D.I.
8 LF 10" D.I.
15 LF 10" D.I.
4 LF 10" D.I.
3 LF 10" D.I.
51 LF 10" D.I.
26 LF 10" D.I.
10 LF 10" D.I.
91 LF 10" D.I.
121 LF 10" D.I.EX.SSMH #4
8" IE IN 328.75 (NE)
8" IE OUT 328.65 (W)
RIM EL 336.56
STA 6+27.31
EX. SSMH #5
8" IE IN 332.81 (N)
8" IE OUT 332.76 (SW)
RIM EL 341.84
STA 5+91.45
EX.SSMH #6
8" IE IN 335.16 (E)
8" IE OUT 335.16 (S)
RIM EL 345.05
STA 5+51.20
EX.CB #6
12" IE 341.60 (E)
12" IE 341.59 (NW)
RIM EL 345.08
EX.SSMH #9
STA 4+64.14
8" IE OUT 326.75 (W)
RIM EL 335.10
EX.CB #12
12" IE 332.19 (W)
12" IE 332.19 (E)
RIM EL 335.01
EX.CB #11
12" IE 323.97 (E)
12" IE 323.97 (W)
RIM EL 327.12
EX.CB #10
12" IE 315.99 (E)
12" IE 315.99 (W)
RIM EL 319.95
EX.CB #9
12" IE 312.18 (E)
12" IE 312.18 (W)
RIM EL 315.69
EX.SSMH #8
8" IE IN 306.30 (E)
8" IE OUT 306.20 (S)
RIM EL 313.68
STA 1+50.07
EX.CB #8
12" IE 300.63 (E)
12" IE 300.63 (S)
RIM EL 303.51
EX.SFMH#1
12" IE 290.82 (S)
12" IE 288.52 (W)
RIM EL 300.76
EX.CB #14
12" IE 288.17 (E)
12" IE 288.37 (SE)
12" IE 288.16 (W)
RIM EL 297.71
EX SDMH-1
12" IE 286.71 (E)
12" IE 287.21 (SE)
12" IE 286.61 (W)
12" IE 290.01 (N)
12" IE 290.16 (NE)
RIM EL 294.51
1-10" 22.5° (MJxMJ) BEND WITH CONC BLOCK
STA: 0+38.01
CP: 293.27
1-10"x6" F.H. ASSEMBLY
STA: 0+75.54
CP: 299.17
1-10"x6" F.H. ASSEMBLY
STA: 2+62.16
CP: 317.66
1-10"x6" F.H. ASSEMBLY
STA: 3+65.70
CP: 324.89
1-10"x6" F.H. ASSEMBLY
STA: 5+41.74
CP: 337.22
1-10"x6" F.H. ASSEMBLY
STA: 7+16.14
CP: 324.93
1-10" VALVE (MJxMJ)
STA: 5+47.96
CP: 338.17
1-10" VALVE (MJxMJ)
1-10" TEE (MJxMJ)
WITH BLOCK
STA: 5+38.45
CP: 337.22
1-10" 11.25° BEND (MJxMJ)
STA: 6+25.67
CP: 331.47
1-10" 22.5° BEND (MJxMJ)
STA: 6+15.10
CP: 333.16
1-10" 22.5° BEND (MJxMJ)
STA: 5+89.07
CP: 335.65
1-10" 11.25°
BEND (MJxMJ)
WITH BLOCK
STA: 5+18.91
CP: 337.22
1-10" 11.25°
BEND (MJxMJ)
WITH BLOCK
STA: 5+11.43
CP: 337.22
1-10" 45° BEND (MJxMJ)
WITH BLOCK
STA: 4+72.80
CP: 333.44
1-10" 11.25° (MJxMJ) BEND
WITH CONC BLOCK
STA: 1+03.29
CP: 303.18
1-10" VALVE (MJxMJ)
STA: 2+65.42
CP: 317.94
CB #4
12" IE 337.92 (NW)
RIM EL 340.60
1.55'4.94'3.42'1.68'0.68'INSTALL 1"
AIR-VAC
RELEASE
ASSEMBLY
ON HIGH
POINT OF
WATER LINE
PER RENTON
STD PLAN 340.3 2.07'2.01'1.99'1.92'1.71'1.45'1.42'1.17'IN CASE VERTICAL SEPARATION IS LESS
THAN 18" PROVIDE LAYER OF ETHOFOAM
PROTECTION BETWEEN PIPES.4.13'3.70'3.42'2.59'3.29'MIN. 3.00'1.77'PROVIDE ETHOFOAM PAD
AT SEWER SIDE AND WATER
SERVICE
3.24'MIN. 3.00'RELOCATE EX. WATER MAIN
50 LF SECTION. SEE NOTES
3.20'1-10" 11.25° (MJxMJ) BEND WITH CONC BLOCK
STA: 0+69.41
CP: 298.41
1-10" 11.25° (MJxMJ) BEND WITH CONC BLOCK
STA: 0+56.55
CP: 295.96
1-10" 11.25° (MJxMJ) COUPLING
STA: 0+24.40
CP: 293.31
INSTALL POLYPIG
PER COR STD PLAN 300.7 5.95'28 LF 10" D.I.
14 LF 10" D.I.
19 LF 10" D.I.
13 LF 10" D.I.
16 LF 10" D.I.
3 LF 10" D.I.
4 LF 10" D.I.
EX.SSMH #7
8" IE OUT 343.49 (W)
RIM EL 354.13
STA 1+09.69
119 LF 10" D.I.
8.81%
3.00%EAST PLGRANT CIRCLE SEBLDG 4 & 5
LOT LINE (TYP)EX.SSMH #6
8" IE IN 335.16 (E)
8" IE OUT 335.16 (S)
RIM EL 345.05
STA 5+51.20
PVI STA: 0+28.74
PVI EL: 346.93
K: 1.86
BVC STA: 0+22.74EL: 346.01EVC STA: 0+34.74EL: 347.4512' VC
PVI STA: 0+16.10
PVI EL: 345.00
K: 0.98
BVC STA: 0+10.10EL: 344.82EVC STA: 0+22.10EL: 345.9112' VC
STA: 0+00.00
ELEV: 344.51
END OF PAVEMENT
STA: 1+22.20
ELEV: 355.16
1-10" TEE (MJxMJ)
1-10" 45° BEND (MJxMJ)
STA: -0+06.81
CP: 337.22
1-10" VAVLE (MJxMJ)
STA: -0+04.47
CP: 337.22
1-10" CAP (MJ)
WITH CONC. BLOCK
STA: 1+11.84
CP: 349.28
BLOW-OFF
ASSEMBLY
STA: 1+15.83
ELEV: 349.28
1" AIR-VAC
2.69'3.19'3.30'3.66'4.10'5.00'1.60'5.89'1-12"x10" CUT-IN TEE (FLxFL)
2-10" 45° VERT BEND (MJxMJ)
TOP OF EX. 12"
ALL MECHANICAL JOINT FITTINGS
SHALL HAVE MEGALUG RESTRAINT
RETAINER GLANDS (OR APPROVED
EQUAL)
BLDG 8
MIN. 3.00'3.03'2.56'GRANT AVENUE SEX R.O.W.2'
ROD
DED.
116 LF 10" D.I.
22 LF 10" D.I.
37 LF 10" D.I.
EX. CB #1
12" IE 302.54 (E)
12" IE 302.54 (N)
RIM EL 306.95
CB #2
12" IE 303.89 (W)
12" IE 303.89 (E)
12" IE 303.89 (N)
RIM EL 307.56
EX.SSMH #3
STA 9+57.59
8" IE IN 305.28 (N)
8" IE IN 305.28 (E)
8" IE OUT 305.23 (SW)
RIM EL 312.84
1-10"x6" F.H. ASSEMBLY
STA: 8+37.33
CP: 315.59
1-10"x6" F.H. ASSEMBLY
STA: 9+52.51
CP: 308.81
CONNECT TO EX 12" WA
1-12"x10" CUT-IN TEE (FLxFL)
1-10" VALVE (FLxMJ)
2-10" 45° VERT BEND (MJxMJ)
WITH CONC BLOCK
1-2LF 10" SPOOL(MJxMJ)
2-12" GATE VALVES (FLxMJ)
STA: 10+46.54
CP: 302.26
TOP OF EX. 12"
STORM PIPE
STA: 10+35.63
CP: 301.27
TOP OF EX. 8"
HIGH PRESSURE GAS PIPE
STA: 10+23.57
CP: 301.71
TOP OF EX. 8"
HIGH PRESSURE GAS PIPE
STA: 10+28.75
CP: 302.01
TOP OF EX. 12"
STORM PIPE
STA: 9+93.68
CP: 298.10
1-10" 11.25° BEND (MJxMJ) W/ CONC. BLOCK
STA: 9+89.90
CP: 302.29
1-10" VALVE (MJxMJ)
STA: 8+34.11
CP: 315.59
10" WATER MAIN
STA: 10+30.27
CP: 300.23
CB #3
12" IE 305.00 (W)
RIM EL 309.41
1.18'1.44'1.64'1.88'2.17'PROVIDE ETHOFOAM PAD
AT GAS AND STORM
CROSSINGS
1-10" 22.5° (MJxMJ) VERT BEND
WITH CONC BLOCK
STA: 10+07.54
CP: 300.22
PROVIDE
ETHOFOAM PAD
AT SEWER SIDE
AND WATER
SERVICE
3.00'3.92'4.46'RELOCATE EX. WATER MAIN
50 LF SECTION. SEE NOTES
1-10" 11.25° (MJxMJ) COUPLING W/ CONC. BLOCK
STA: 10+02.28
CP: 301.50
INSTALL POLYPIG
PER COR STD PLAN 300.70.81'12 LF 10" D.I.5 LF 10" D.I.
12 LF 10" D.I.
6 LF 10" D.I.
- ALL WATER MAIN PIPES ARE 10" D.I. CL52
- STATIONS ON THE GRANT CIRCLE SE PROFILE ARE AS PER PIPE CL
- STATIONS ON THE ALLEY ARE AS PER ACCESS END ALIGNMENT
ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
V: 1"=10' H: 1"=30'
WATER PROFILE GRANT CIRCLE SE (PRIVATE ALLEY)
V: 1"=10' H: 1"=30'
WATER PROFILE - GRANT CIRCLE SE (PRIVATE ALLEY)V: 1"=10' H: 1"=30'
WATER PROFILE - ALLEY BLDG 4 AND 5
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
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EEATDSNTA WFO
.
SAHI
IN REENOTR46937
R
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24WTR-27-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
WATER PROFILESGRANT PLACE TOWNHOMESC6.1LUA23-000283C23006099GRANT PLACE TOWNHOMESW-429002 PR23-000126MATCH LINE STA. 8+25.00MATCH LINE STA. 8+25.00NOTE:
LOCATION AND ELEVATIONS FOR
THE WATER MAIN ARE BASED ON
POTHOLING AND AS-BUILT SURVEY
NOTE:
REPLACEMENT OF WATER MAIN
WILL REQUIRE SHUT DOWN OF
WATER SYSTEM. CITY FORCES
SHALL PERFORM SHUT DOWN.
WATER UTILITY
ABDOUL GAFOUR 09/13/2024
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
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FORP
I ANO EL
T
S
GE SI
N
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EEATDSNTA WFO
.
SAHI
IN REENOTRR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24WTR-27-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
WATER DETAILSGRANT PLACE TOWNHOMESC6.2LUA23-000283C23006099GRANT PLACE TOWNHOMESW-429003 PR23-000126ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
WATER UTILITY
ABDOUL GAFOUR 09/13/2024
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
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FORP
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T
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N
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EEATDSNTA WFO
.
SAHI
IN REENOTRR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24WTR-27-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
WATER DETAILSGRANT PLACE TOWNHOMESC6.3LUA23-000283C23006099GRANT PLACE TOWNHOMESW-429004 PR23-000126ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
20'
20.5'
12'
STA 4+84.98 (GRANT AVE)
=STA 10+41.37 (GRANT CIRCLE S.E.)
INSTALL STREET MONUMENT
STA 3+58.81 (GRANT AVE)
=STA 0+00 (GRANT CIRCLE S.E.)
INSTALL STREET MONUMENT
STA 5+46.92 (GRANT CIRCLE S.E.)
=STA 0+00 INSTALL STREET MONUMENT
TRACT C
TREE RETENTION
GRANT CIRCLE S.E. (PRIVATE)
PRIVATE
INGRESS ONLY
EGRESS ONLY
UNIT ADDRESS (TYP.)
GRANT CIRCLE S.E. (PRIVATE)
TRACT A
GUEST
PARKING
SPACE
GUEST PARKING SPACEWHITE ONE WAY ARROW
PER WSDOT STD PLAN M24.40-02_E (TYP.)
SEE SHEET C3.2 FOR DETAIL
STREET NAME SIGN
AND ONE WAY SIGN,
SEE SHEET C3.2 FOR DETAIL
PAINT CURB FACE AND TOP
WITH FIRE LANE RED PAINT
W/ WHITE "FIRE LANE" TEXT ON
PAVEMENT @ 50' MAXIMUM O.C. (TYP.)
NO PARKING FIRE LANE SIGN
ON BOTH SIDES OF THE ALLEY
AT 50 FEET MAXIMUM SPACING
ALTERNATING FROM ONE SIDE
TO THE OTHER (TYP.)
SEE SHEET C3.2 FOR DETAIL
STOP SIGN, SEE SHEET
C3.2 FOR DETAIL
0+00
1+00 2+00 3+00 4+00
5+
0
0
6+007+008+009+0010+00
NO PARKING FIRE LANE SIGN
ON BOTH SIDES OF THE ALLEY
AT 50 FEET MAXIMUM SPACING
ALTERNATING FROM ONE SIDE
TO THE OTHER (TYP.)
SEE SHEET C3.2 FOR DETAIL
0+00 1+00
15' PUBLIC
SEWER ESMT
20'3+004
+
0
0
5+00
6+00
1.5' R.O.W.
DEDICATION
GUEST
PARKING
SPACES
S61°18'03"W 62.51'
L =1 9 .4 7 ',R =4 0.00'Δ =2 7 °5 3 '0 3"S89°09'29"W 388.83'L=49.25',R=38.00
'Δ=74°15'30"N0°46'40"W 16.79'N0°46'40"W 29.97'L =5 9 .6 5 ',R =38.00'Δ =8 9 °5 6 '09"N89°09'29"E 349.62'L=25.03', R=60.00'
Δ=23°53'56"
N89°09'29"E 122.20'
GUEST PARKING SPACES
TRACT ATRACT A
10' STORM
DRAINAGE ESMT
STREET NAME SIGN,
ONE WAY SIGN, AND
DO NOT ENTER SIGN
SEE SHEET C3.2 FOR DETAIL
15' PUBLIC
SEWER ESMT
10' STORM
DRAINAGE ESMT
N65°15'33"E 27.22'
WHITE ONE WAY ARROW
PER WSDOT STD PLAN M24.40-02_E (TYP.)
SEE SHEET C3.2 FOR DETAIL
PAINT CURB FACE AND TOP
WITH FIRE LANE RED PAINT
W/WHITE 18 INCHES HIGH
"FIRE LANE" TEXT ON PAVEMENT
@ 50' O.C. (TYP.)
FIRE
LANE
SIGN
FIRE
LANE
SIGN
FIRE
LANE
SIGN
FIRE
LANE
SIGN
SITE INFORMATION:
ADDRESS:1600 GRANT AVE S
PARCEL NUMBER:202305-9052
ZONING:RM-F
PARCEL AREA:92,051 SF (2.11AC)
NOTES:
ALL ONSITE ROADWAYS SHALL BE MARKED AND SIGNED PER CITY STREET
STANDARDS AS FIRE LANES.
N
TRACT A
(INGRESS,
EGRESS, UTILITY,
AND OPEN SPACE)
TRACT B
(INGRESS, EGRESS, UTILITY,
AND OPEN SPACE)
TRACT B
(INGRESS, EGRESS, UTILITY,
AND OPEN SPACE)
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
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ORP
I ANO EL
T
S
GE SI
N
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EEATDSNTA WFO
.
SAHI
IN REENOTRR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24TED-40-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
HORIZONTAL CONTROL, SIGNAGE AND STRIPING PLANGRANT PLACE TOWNHOMESC7.0LUA23-000283C23006099GRANT PLACE TOWNHOMESR-429017 T-429002 PR23-000126ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026TRO-41-4290DEVELOPMENT ENGINEERING
NJanders 09/16/2024
CC N
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
N
A F
U
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FORP
I ANO EL
T
S
GE SI
N
ERE D
EEATDSNTA WFO
.
SAHI
IN REENOTRR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24TED-40-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
TREE RETENTION PLANGRANT PLACE TOWNHOMESC8.0LUA23-000283C:XXXXGRANT PLACE TOWNHOMESR-429018 XXXXXph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
JDing 09/03/2024
CURRENT PLANNING
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
8/23/2024RGG
N
A F
U
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SE
F
ORP
I ANO EL
T
S
GE SI
N
ERE D
EEATDSNTA WFO
.
SAHI
IN REENOTRR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24TED-40-4290GRANT PLACE TOWNHOMES1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
FIRE GATES DETAILGRANT PLACE TOWNHOMESC9.0LUA23-000283C23006099GRANT PLACE TOWNHOMESR-429019 PR23-000126ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
DEVELOPMENT ENGINEERING
NJanders 09/16/2024
GRANT CIRCLE S.E.GRANT CIRCLE S.E.TREE PRESERVATION LEGENDTREE INVENTORYTREES SAVEDIN COMPLIANCE WITH CITY OF RENTON STANDARDSNE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMESRKnow what's below.Call before you dig.TINA M. VINCENTNO. 1317 EXP. 08/26/2024 LANDSCAPE ARCHITECT
Tina Vincent, PLA, ASLAlandscape architect(206) 913-9216P.O. Box 1744Edmonds, WA 98020tina@vindesigngrp.com11/16/231Report to the Hearing Examiner,10-2-23PARCEL 20230590521600 GRANT AVE S RENTON, WA 98055GRANT PLACE TOWNHOMESGRANT PLACE TOWNHOMES R-NNNNNNNTMVTMVTMVAS SHOWNSCALE: 1" = 20'- 0"N20'05'40'PROPERTY LINERIGHT-OF-WAYPROPOSED RETAINING WALL,TYP.EXISTING UNDERGROUNDSTORMWATER VAULTPROPERTY LINENOTES:1.REQUESTING TO PAY A FEE IN LIEU OFANY MISSING REQUIRED TREEREPLACEMENT PER 4-4-130 'TREERETENTION AND LAND CLEARINGREGULATIONS' BASED ON PROVIDING ASMANY TREES AS THE PROJECT SITE CANMAINTAIN WHILE AVOIDING ALL RETAININGWALL, UTILITIES AND EASEMENTS.TREE RETENTION PLANL1.1MATCHLINE - SEE SHEET L1.2
R-429022JDing 09/03/2024CURRENT PLANNINGDEVELOPMENT ENGINEERINGNJanders 09/16/2024
PRIVATE ALLEYIN COMPLIANCE WITH CITY OF RENTON STANDARDSNE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMESRKnow what's below.Call before you dig.TINA M. VINCENTNO. 1317 EXP. 08/26/2024 LANDSCAPE ARCHITECT
Tina Vincent, PLA, ASLAlandscape architect(206) 913-9216P.O. Box 1744Edmonds, WA 98020tina@vindesigngrp.com11/16/231Report to the Hearing Examiner,10-2-23PARCEL 20230590521600 GRANT AVE S RENTON, WA 98055GRANT PLACE TOWNHOMESGRANT PLACE TOWNHOMES R-NNNNNNNTMVTMVTMVAS SHOWNSCALE: 1" = 20'- 0"N20'05'40'UNHEALTHY SIGNIFICANTTREES THAT HAVE BEENRETAINED AND WILLBECOME 10'-20' HT. WILDLIFESNAGSUNHEALTHY SIGNIFICANTTREES THAT HAVE BEENRETAINED AND WILLBECOME 10'-20' HT. WILDLIFESNAGSUNHEALTHY SIGNIFICANTTREES THAT HAVE BEENRETAINED AND WILLBECOME 10'-20' HT. WILDLIFESNAGSUNHEALTHY SIGNIFICANTTREES THAT HAVE BEENRETAINED AND WILLBECOME 10'-20' HT. WILDLIFESNAGSNOTES:1.REQUESTING TO PAY A FEE IN LIEU OFANY MISSING REQUIRED TREEREPLACEMENT PER 4-4-130 'TREERETENTION AND LAND CLEARINGREGULATIONS' BASED ON PROVIDING ASMANY TREES AS THE PROJECT SITE CANMAINTAIN WHILE AVOIDING ALL RETAININGWALL, UTILITIES AND EASEMENTS.TREE RETENTION PLANL1.2MATCHLINE - SEE SHEET L1.1
R-429023JDing 09/03/2024CURRENT PLANNINGDEVELOPMENT ENGINEERINGNJanders 09/16/2024
LANDSCAPE SCHEDULELEGENDGRANT CIRCLE S.E.GRANT CIRCLE S.E.IN COMPLIANCE WITH CITY OF RENTON STANDARDSNE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMESRKnow what's below.Call before you dig.TINA M. VINCENTNO. 1317 EXP. 08/26/2024 LANDSCAPE ARCHITECT
Tina Vincent, PLA, ASLAlandscape architect(206) 913-9216P.O. Box 1744Edmonds, WA 98020tina@vindesigngrp.com11/16/231Report to the Hearing Examiner,10-2-23PARCEL 20230590521600 GRANT AVE S RENTON, WA 98055GRANT PLACE TOWNHOMESGRANT PLACE TOWNHOMES R-NNNNNNNTMVTMVTMVAS SHOWNSCALE: 1" = 20'- 0"N20'05'40'PROPERTY LINESOLID WOODFENCE, HT TBDEXISTING 4' HT.LANDSCAPEBLOCK WALL.PLANT ONE ROWOF KINNICHINNIKALONG TOP. ALLOW TOCASCADE DOWN WALL.MAINTENANCE ACCESSDRIVE: NDS TUFFTRACKLAWN PAVERPLAY FIELDOPEN SPACE #1OVER UNDERGROUNDSTORMWATERVAULT42" HT. SPLIT RAILFENCEPLAZA WITH PICNIC TABLESKINNIKINNICK TOCASCADE DOWN4' HT. WALLKINNIKINNICK TOCASCADE DOWNFACE OF WALL20'X20'SITE CLEAR ZONE20'X20'SITECLEAR ZONEPRIVATEOPEN SPACE,FRONT YARDS, TYP.DECORATIVE PAVING /FIRE LANE. NO PARKINGLOCATIONOF ENTRYMONUMENT42" HT.SPLIT RAILFENCESTART EASEMENT,NORTH PROPERTY LINEBUFFER PLANTING AREA.REF CIVIL DWGS.FIRE HYDRANT, TYP.CONCEPTUAL LANDSCAPE PLANL3.1MATCHLINE - SEE SHEET L3.220'X20'SITECLEAR ZONE20'X20'SITE CLEAR ZONESEATINGAREASEATINGAREA10' FULLY SIGHT-OBSCURINGLANDSCAPE BUFFER, SEE SHEETL3.210' LANDSCAPE BUFFER, AVERAGED.SOUTH AND EAST PROPERTY LINES.*UNDERGROUND UTILITIES IN BUFFER STRIPALONG SOUTH PROPERTY LINE, NO TREES.OPENSPACE#2 & #3R-429024JDing 09/03/2024CURRENT PLANNINGDEVELOPMENT ENGINEERINGNJanders 09/16/2024
PRIVATE ALLEYENHANCED LANDSCAPE PROVIDEDIN COMPLIANCE WITH CITY OF RENTON STANDARDSNE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMESRKnow what's below.Call before you dig.TINA M. VINCENTNO. 1317 EXP. 08/26/2024 LANDSCAPE ARCHITECT
Tina Vincent, PLA, ASLAlandscape architect(206) 913-9216P.O. Box 1744Edmonds, WA 98020tina@vindesigngrp.com11/16/231Report to the Hearing Examiner,10-2-23PARCEL 20230590521600 GRANT AVE S RENTON, WA 98055GRANT PLACE TOWNHOMESGRANT PLACE TOWNHOMES R-NNNNNNNTMVTMVTMVAS SHOWNSCALE: 1" = 20'- 0"N20'05'40'CONCEPTUAL LANDSCAPE PLANL3.2MATCHLINE - SEE SHEET L3.1SEATINGAREASEATINGAREA
SOLIDWOODFENCE, HT TBD42" HT. SPLIT RAIL FENCEAROUND TREE PROTECTIONAREA.OPEN SPACE #7SEATING AREAWITH 6'X22'TRELLIS, TBDTREE PROTECTION TRACT.OPEN SPACE #8PROPERTY LINEBENCH,MODELTBD, TYP.DECORATIVE PAVINGIN FIRE LANE, TYP. NO PARKING10' FULLY SIGHT-OBSCURINGLANDSCAPE BUFFER, SEE SHEETL3.210' LANDSCAPE BUFFER, AVERAGED.SOUTH AND EAST PROPERTY LINES.*UNDERGROUND UTILITIES IN BUFFER STRIPALONG SOUTH PROPERTY LINE, NO TREES.3' WIDE SOFT PATH,LAYOUT TBDOPENSPACE#4 & #5OPENSPACE#6MAINTAIN VIEW TO THEWEST, DOWN CORRIDORAND BEYONDNOTES:1.SEE SHEET L3.3 & L3.4 FOROPEN SPACE AND LANDSCAPEREQUIREMENTS.END EASEMENT,NORTH PROPERTY LINEBUFFER PLANTING AREA.REF CIVIL DWGS.RIVER ROCK AT BASEOF SLOPE/S. PROVIDE YARDDRAIN OR SUMP AS NEEDED, TYP.R-429025JDing 09/03/2024CURRENT PLANNINGDEVELOPMENT ENGINEERINGNJanders 09/16/2024
LANDSCAPE CALCULATIONSLEGENDIN COMPLIANCE WITH CITY OF RENTON STANDARDSNE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMESRKnow what's below.Call before you dig.TINA M. VINCENTNO. 1317 EXP. 08/26/2024 LANDSCAPE ARCHITECT
Tina Vincent, PLA, ASLAlandscape architect(206) 913-9216P.O. Box 1744Edmonds, WA 98020tina@vindesigngrp.com11/16/231Report to the Hearing Examiner,10-2-23PARCEL 20230590521600 GRANT AVE S RENTON, WA 98055GRANT PLACE TOWNHOMESGRANT PLACE TOWNHOMES R-NNNNNNNTMVTMVTMVAS SHOWNOPEN SPACE PLANL3.3SCALE: 1" = 20'- 0"N20'05'40'MATCHLINE - SEE SHEET L3.4 PROPERTY LINESEATINGAREASEATINGAREA10' SIGHT OBSCURING LANDSCAPEBUFFER REQUIRED, 5' PROVIDED. VARIANCEREQUESTED. SOLID WOOD PANEL FENCE 4' - 6' HT.AND SOLID EVERGREEN HEDGE TO BE MAINTAINEDAT 8' HT.10' LANDSCAPE BUFFERS ALONGSOUTH AND EAST PROPERTY LINES,AVERAGED. 6 HT. WOOD PANEL FENCE.UTILITIES ALONG SOUTH BUFFER, NOTREES. VARIANCE REQUESTED.10' FRONTAGEBUFFERR-429026JDing 09/03/2024CURRENT PLANNINGDEVELOPMENT ENGINEERINGNJanders 09/16/2024
GENERAL NOTES:PLANTING NOTES:IN COMPLIANCE WITH CITY OF RENTON STANDARDSNE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMESRKnow what's below.Call before you dig.TINA M. VINCENTNO. 1317 EXP. 08/26/2024 LANDSCAPE ARCHITECT
Tina Vincent, PLA, ASLAlandscape architect(206) 913-9216P.O. Box 1744Edmonds, WA 98020tina@vindesigngrp.com11/16/231Report to the Hearing Examiner,10-2-23PARCEL 20230590521600 GRANT AVE S RENTON, WA 98055GRANT PLACE TOWNHOMESGRANT PLACE TOWNHOMES R-NNNNNNNTMVTMVTMVAS SHOWNOPEN SPACE PLANL3.4SCALE: 1" = 20'- 0"N20'05'40'MATCHLINE - SEE SHEET L3.3 SEATINGAREASEATINGAREASEATING AREAWITH TRELLIS, TBDPROPERTY LINEDECORATIVE PAVINGIN FIRE LANE, TYP. NO PARKING10' SIGHT OBSCURING LANDSCAPEBUFFER REQUIRED, 5' PROVIDED. VARIANCEREQUESTED. SOLID WOOD PANEL FENCE 4' - 6' HT.AND SOLID EVERGREEN HEDGE TO BE MAINTAINEDAT 8' HT.10' LANDSCAPE BUFFERS ALONGSOUTH AND EAST PROPERTY LINES,AVERAGED. 6 HT. WOOD PANEL FENCE.UTILITIES ALONG SOUTH BUFFER, NOTREES. VARIANCE REQUESTED.R-429027JDing 09/03/2024CURRENT PLANNINGDEVELOPMENT ENGINEERINGNJanders 09/16/2024
·●● ●·●·●● 1LANDSCAPE BOULDERnot to scale2SOIL AMENDMENT PROFILEnot to scale3STREET TREE PLANTINGnot to scale6DECIDUOUS TREE PLANTINGnot to scale4EVERGREEN TREE PLANTINGnot to scale8TYPICAL PLANT SPACINGnot to scale9MULTI-TRUNK TREE PLANTINGnot to scale10SHRUB PLANTINGnot to scale7DECIDUOUS TREE PLANTING ON SLOPEnot to scale·5EVERGREEN TREE PLANTING ON SLOPEnot to scaleIN COMPLIANCE WITH CITY OF RENTON STANDARDSNE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMESRKnow what's below.Call before you dig.TINA M. VINCENTNO. 1317 EXP. 08/26/2024 LANDSCAPE ARCHITECT
Tina Vincent, PLA, ASLAlandscape architect(206) 913-9216P.O. Box 1744Edmonds, WA 98020tina@vindesigngrp.com11/16/231Report to the Hearing Examiner,10-2-23PARCEL 20230590521600 GRANT AVE S RENTON, WA 98055GRANT PLACE TOWNHOMESGRANT PLACE TOWNHOMES R-NNNNNNNTMVTMVTMVAS SHOWNPLANTING & SITE DETAILSL3.5R-429028JDing 09/03/2024CURRENT PLANNINGDEVELOPMENT ENGINEERINGNJanders 09/16/2024
2GROUNDCOVER PLANTING - 1 GAL.not to scale442" HT. SPLIT RAIL FENCEnot to scale42" HT. SPLIT RAIL FENCE WITH OPTIONAL METAL MESHnot to scale36' HT. WOOD PANEL FENCEnot to scaleSECTIONELEVATIONPLAN·1SHRUB PLANTING ON SLOPEnot to scale510' - 20' HT. WILDLIFE SNAGSnot to scale6IN COMPLIANCE WITH CITY OF RENTON STANDARDSNE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMESRKnow what's below.Call before you dig.TINA M. VINCENTNO. 1317 EXP. 08/26/2024 LANDSCAPE ARCHITECT
Tina Vincent, PLA, ASLAlandscape architect(206) 913-9216P.O. Box 1744Edmonds, WA 98020tina@vindesigngrp.com11/16/231Report to the Hearing Examiner,10-2-23PARCEL 20230590521600 GRANT AVE S RENTON, WA 98055GRANT PLACE TOWNHOMESGRANT PLACE TOWNHOMES R-NNNNNNNTMVTMVTMVAS SHOWNPLANTING & SITE DETAILSL3.6R-429029JDing 09/03/2024CURRENT PLANNINGDEVELOPMENT ENGINEERINGNJanders 09/16/2024