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BARGHAUSEN GENERAL SITE NOTES:
O 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING
� AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS.
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CD 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO
1 COMMENCING WORK.
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w 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH
OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT.
UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH
EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING
PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME
UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS.
BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC
RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL
CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION.
Q 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND
J SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF
CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION.
pC FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE
O OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED
BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES.
C� 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED
PRIOR TO CONSTRUCTION.
6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING
JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE
J OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24
Q HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE
AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED
PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE ONE WEEK MIN. ADVANCE
NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS.
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8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE
LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR
EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING
THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF
OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR
TRENCHING PROCEDURES.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY
DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE
LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH
THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED
RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE
FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED.
10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC
AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN
OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS.
11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL
BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT.
12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL
CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC
PLAN FILES PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC.
13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS INC., PRIOR TO ANY
CONSTRUCTION STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION RELEASE PLAN SET
OR SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE
CONSIDERED CONSTRUCTION RELEASE PLANS BY BARGHAUSEN CONSULTING ENGINEERS, INC
UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC HAS GIVEN A FORMAL WRITTEN RELEASE OR
ISSUED A CONSTRUCTION RELEASE PLAN SET.
CONDITIONS OF APPROVAL:
A FINAL TREE RETENTION AND REPLACEMENT PLAN SHALL BE SUBMITTED AT THE
TIME OF CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY
THE CURRENT PLANNING PROJECT MANAGER. THE FINAL TREE RETENTION AND
REPLACEMENT PLAN SHALL INCLUDE A TREE PROTECTION TRACT FOR THOSE
TREES THAT DO NOT COUNT TOWARDS AN INDIVIDUAL LOT'S MINIMUM TREE
DENSITY REQUIREMENTS. THE NGPA TRACT MAY BE EXTENDED TO ENCOMPASS
THE ADDITIONAL PROTECTED TREES, IF FEASIBLE. SIGNAGE IS REQUIRED TO BE
PROVIDED ALONG THE FENCE LINE OF THE TREE PROTECTION TRACT, THIS
SIGNAGE COULD BE COMBINED WITH THE NGPE SIGNAGE IF THESE TWO TRACTS
ARE COMBINED.
2. A GEOTECHNICAL REPORT BE PREPARED BY A GEOTECHNICAL ENGINEER
DEMONSTRATING THAT THE PROPOSED STORMWATER OUTFALL WOULD COMPLY
WITH THE CRITERIA OUTLINED IN RMC 4-3-050.J.1. IN ADDITION, THE
PROPOSED OUTFALL SHALL BE LOCATED OUTSIDE OF PROTECTED SLOPE AREAS
WHERE FEASIBLE.
3. A HOMEOWNER'S ASSOCIATION OR SHARED MAINTENANCE AGREEMENT SHALL BE
ESTABLISHED PRIOR TO THE RECORDING OF THE SHORT PLAT. DRAFT CC&RS OR
A DRAFT MAINTENANCE AGREEMENT SHALL BE SUBMITTED AT THE TIME OF
CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL PRIOR TO
RECORDING OF THE SHORT PLAT.
4. EITHER A 5-FOOT (5') SIDEWALK AND 0.5-FOOT (0.5') CURB CONNECTION
DEVELOPED TO CITY OF RENTON STANDARDS SHALL BE ESTABLISHED ALONG THE
NORTH SIDE OF THE PRIVATE ACCESS CONNECTING LOTS 2-4 TO REDMOND CT
NE OR THE NUMBER OF LOTS ON THE SOUTH PORTION OF THE PROJECT SITE
BE REDUCED FROM THREE TO TWO. THE SIDEWALK SHOULD BE LOCATED WITHIN
TRACT A ON THE SUBJECT SHORT PLAT AND THE ACCESS EASEMENT THAT
CROSSES TRACT A OF VELDYKE II SHORT PLAT (LUA09-058) SHOULD BE
EXPANDED TO INCLUDE THE SIDEWALK. AN UPDATED SHORT PLAT MAP AND
ASSOCIATED EASEMENT CHANGES SHALL BE PROVIDED PRIOR TO CONSTRUCTION
PERMIT APPROVAL.
TREE PROTECTION:
THE PROPOSED PROJECT IS REQUIRED TO SAVE AND
PROTECT TREES ONSITE. CONTRACTOR SHALL REVIEW THE
TREE PROTECTION PLAN. FOR FURTHER DETAIL PLEASE
REFER TO SHEET L-1 OF THIS PLAN SET.
EXISTING:
Y
ASBUILT COVER SHEET
OF
DALPAY SHORT PLAT
A
PORTION OF
THE N.E. 1/4 OF THE S.E. 1/4 OF
SECTION
4, TOWNSHIP
23
N., RANGE 5
E., W.M. CITY OF RENTON, KING
COUNTY,
WASHINGTON
FOUND MONUMENT IN CASE
2" DISC W/PUNCH
+ DOWN_0.4' _ -
INTX. NE 19TH ST.
& REDMOND CT. NE
EL. = 427.75
N01'03'23"E 125.00'
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EX. FH
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I; w EX. 20' WIDE PRIVATE ACCESS
to k' J ROAD ESMT PER CITY OF RENTON
l l SHORT PLAT REC#20050927900007 I
go
\ N01'03'23"E (APPROX. LOCATION ONLY) I
5.00' I
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EX. FH
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FOUND MONUMENT IN CASk
q2" BRASS DISC W/PUNCH,I
FOUND REBAR & CAP LS#118898
EL. = 434.58
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LEGEND:
POWER VAULT
LUMINAIRE (LUM.)
POWER METER
POWER POLE
JUNCTION BOX (AS NOTED)
CATCH BASIN (CB)
STORM MANHOLE (SDMH)
SANITARY SEWER MANHOLE (SSMH)
GAS VALVE
WATER VALVE (WV)
FIRE HYDRANT (FH)
WATER METER
SIGN
WELL
GUARD POST (GP)
FLAG POLE (FP)
MAILBOX
SURVEY MONUMENT (AS NOTED)
BENCHMARK
SECTION CORNER (AS NOTED)
FOUND REBAR/CAP (AS NOTED)
FOUND LEAD/TACK
CONCRETE
GRAVEL
PAVEMENT
PROPOSED:
EXISTING:
-GAS-GAS-
- T(UG)
P(UG)
P(OH)
X
CA"
COUNTY REC.#20050927003161'
(APPROX. LOCATION ONLY)
WATER LINE
SANITARY SEWER LINE
STORM DRAINAGE LINE
GAS LINE
TELEPHONE UNDERGROUND
POWER UNDERGROUND
POWER OVERHEAD
CHAIN LINK FENCE
BARBED WIRE FENCE
WOOD FENCE
ROCKERY RETAINING WALL
470 CONTOUR (MAJOR)
-466-- CONTOUR (MINOR)
GUARD RAIL/CABLE FENCE
PROJECT BOUNDARY LINE
SECTION LINE
- - - RIGHT-OF-WAY
CENTERLINE
PROPOSED LOT LINE
EASEMENT LINE
BSBL LINE
BENCHMARKS
FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK
PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF
AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 ASBUILT
STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF
RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 NO. REVISION
PROPOSED:
W
----------- *-----
REDMO D COURT N.E. \I
( UBLIC
S01'03' 3"W 33 .10'
L------
DISTURBED AREA:
17,900 SF. 0.41 AC
1/\TrPY
I
EX. FH
89-23'53"W 29.00' I
i
EX. PRIVATE 20' Ar.C.Fgq
IMPERVIOUS AREA:
1�=50'
0 25 50 100
SHEET INDEX:
SE MAY CREEK PARK
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SE MAY VA( LEY RD
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NE o =
SITE 19TH STD c m
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m
VICINITY MAP
NTS
Cl
OF 18
COVER SHEET
C2
OF 18
SITE AND HORIZONTAL CONTROL PLAN
C3
OF 18
TESC AND SWPPS PLAN
C4
OF 18
TESC NOTES AND DETAILS
C5
OF 18
TESC NOTES AND DETAILS
C6
OF 18
GRADING, PAVING AND DRAINAGE PLAN
C7
OF 18
DETENTION POND PLAN AND SECTIONS
C8
OF 18
ROAD DRAINAGE NOTES AND DETAILS
C9
OF 18
ROAD DRAINAGE NOTES AND DETAILS
C10
OF 18
ROAD DRAINAGE NOTES AND DETAILS
C11
OF 18
ROAD DRAINAGE NOTES AND DETAILS
C11A
OF 18
ROAD DRAINAGE NOTES AND DETAILS
C11B
OF 18
ROAD DRAINAGE NOTES AND DETAILS
C12
OF 18
WATER PLAN
C13
OF 18
WATER NOTES AND DETAILS
C14
OF 18
WATER NOTES AND DETAILS
C15
OF 18
SEWER PLAN AND PROFILE
C16
OF 18
SEWER NOTES AND DETAILS
C17
OF 18
SEWER NOTES AND DETAILS
C18
OF 18
COMPOSITE UTILITY PLAN
L-1 OF 4 TREE RETENTION PLAN
L-2 OF 4 TREE RETENTION CALCULATIONS
L-3 OF 4 LANDSCAPE PLAN
L-4 OF 4 LANDSCAPE NOTES AND DETAILS
0424=w:401
PROPOSED NUMBER OF LOTS:
3
ZONING
OF THE SUBJECT
SITE:
R-6
GROSS
SITE AREA:
±72,318
S.F. (f 1.660 AC)
SQUARE
FOOTAGE
OF LAND IN
LOTS: 25,093 S.F. (0.576 AC)
SQUARE
FOOTAGE
OF LAND IN
CRITICAL AREAS: 0 SF**
SQUARE
FOOTAGE
OF LAND IN
CRITICAL AREA BUFFERS: 0 SF
SQUARE
FOOTAGE
OF LAND IN
PUBLICLY DEDICATED STREETS: 0 S.F.**
SQUARE
FOOTAGE
OF LAND IN
PRIVATE ACCESS EASEMENTS: 0 SF **
NET SITE AREA: =
GROSS LESS
** ITEMS ±72,318 S.F. (f 1.660 AC)
DENSITY
PERMITTED BY CODE
6 DU/AC NET (9 96 UNITS)
PREDEVELOPED IMPERVIOUS SURFACE
AREA = 0 ACRES (0 SF) PROPOSED DENSITY: 0.55 DU/AC GROSS
DEVELOPED NET NEW IMPERVIOUS SURFACE 0.55 DU/AC NET
AREA = 0.23 ACRES (10,045 SF)
TOTAL DEVELOPED IMPERVIOUS SURFACE
AREA = 0.23 ACRES (10,045 SF)
1. TAX #: 042305-9032
2. SITE AREA: ±72,318 S.F. (f 1.660 AC) RATIO BETWEEN IMPERVIOUS COVERAGE VERSUS TOTAL GROSS AREA:
3 SITE ADDRESS: 0.23/1.66 ACRES = 0.14
4.
EXISTING USE: VACANT
5.
PROPOSED USE: 3-SINGLE FAMILY RESIDENTIAL
6.
EXISTING ZONING: R-6 (6 DU/ACRE)
7.
EXISTING COMPREHENSIVE PLAN
DESIGNATION: RMD (RESIDENTIAL
MEDIUM DENSITY)
8.
REQUIRED MIN LOT SIZE:
7000 SF
9.
REQUIRED MIN. LOT WIDTH:
60 FEET
CORNER LOT:
70 FEET
10.
REQUIRED MIN LOT FRONTAGE:
64 FEET
11.
REQUIRED MIN. LOT DEPTH:
90 FEET
12.
REQUIRED MIN. SETBACKS:
FRONT: 25 FEET
REAR:
25 FEET
SIDE YARD: COMBINED 15
FEET WITH NO LESS THAN
5 FEET ON EITHER
SIDE
SIDE STREET: 25 FEET
13.
MAX BUILDING COVERAGE:
40 PERCENT
14.
MAX IMPERVIOUS SURFACE:
55 PERCENT
15.
MAX BUILDING HEIGHT:
24 FEET WALL PLATE AND 2
STORIES
SURVEYED:
TSL
DESIGNED:
DSC
DRAWN:
DSC
EN 1/19/21 DD CHECKED:
DID
BY DATE APPR APPROVED:
DID
SCALE:
1 "=50'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
OWNER/DEVELOPER
DALPAY PROPERTIES, LLC.
4033 SUNSET BLVD.
RENTON, WA 98059
ENGINEER/PLANNER
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVE. SOUTH
KENT, WA 98032
(425) 251-6222
FAX (425) 251-8782
CONTACT: DON DAWES, PE
IVANA HALVORSEN
SURVEYOR
LANKTREE LAND SURVEYING INC.
421 "B" STREET N.E.
AUBURN, WA 98002
TEL. (253)653-6423
FAX (253)793-1616
CONTACT: TREVOR LANKTREE, PLS
CITY OF
RENTON
Planning/Building/Public Works Dept.
LEGAL DESCRIPTION:
LOT 5, RENTON SHORT PLAT NO. LUA-03-125,
RECORDED UNDER RECORDING NO. 20050927900007,
RECORDS OF KING COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF
WASHINGTON.
R-409728
iLei WA
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT COZIER SHEET
DALPAY SHORT PLAT
DALPAY PROPERTIES, LLC.
4033 N.E. SUNSET BOULEVARD
RENTON, WA 98059
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DATE:
1 /1 9/2021
FIEL
PAGE:
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DRAWING NO:
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SHEEP: C1 OF: 18
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