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THESE DRAWINGS HAVE BEEN PREPARED BASED SHORT PLAT CIVIL ENGINEERING DESIGN
PLANS PREPARED BY ESM CONSULTING ENGINEERS LLC.
TEBALDI ENGINEERING, LLC DOES NOT WARRANT THAT THE TOPOGRAPHY SHOWN ON
THESE DRAWINGS IS REPRESENTATIVE OF WHAT IS CONSTRUCTED. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER TO HAVE ALL
IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO WORK.
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LAKEHAVEN WATER AND SEWER DISTRICT
SEWER PURVEYOR:
LAKEHAVEN WATER AND SEWER DISTRICT
EXISTING
ASPHALT SURFACE
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CLEANOUT
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CONCRETE SURFACE
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RETAINING WALL
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FENCE LINE (CHAIN LINK)
FENCE LINE (WOOD)
FIRE HYDRANT
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GAS METER
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GAS VALVE
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GRAVEL SURFACE
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INLET (TYPE 1)
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LIGHT POLE
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MONUMENT IN CASE (FOUND)
POWER (OVERHEAD)
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POWER (UNDERGROUND)
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GAS LINE
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TEL MANHOLE
POWER POLE
POWER VAULT
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REBAR AS NOTED (FOUND)
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REBAR & CAP (SET)
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ROCKERY
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SEWER LINE
SEWER MANHOLE
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SIGN (AS NOTED)
SD
STORM DRAIN LINE
TEL HH ❑
TELEPHONE HAND HOLE
TEL SENTRY ❑
TELEPHONE SENTRY
TEL VAT
TELEPHONE VAULT
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TRAFFIC SIGNAL HAND HOLE
SIZE TYPE O
TREE (AS NOTED)
WM 2
WATER METER
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WATER VALVE
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WATER LINE
POWER HAND HOLE
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150.08
1130.94
3+85.67, 0.00 T
362.50
59.50, 6"0
59.50, 6"0
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CIVIL SITE AND TESC PLAN
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150 LF, 6" 0
.. SD
Q S=2.68%
�5' HEAR BSBL
/—VINE MAPLE (2" CAL.)
INCENSE CEDAR (6" MIN.
OREGON ASH (2-1/2"
0
PROPOSED w \
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PROPOSED CONCRETE D PROPOSED HOUSE
FF=368.2
PROPOSED ROOF DRAIN TIGHTLINE 6.57' j
OPROPOSED STORM DRAIN SILT FENCE. SEE DETAIL ON SHEET C2. 366.7f 11.93'
• PROPOSED CLEANOUT PROPOSED WATER SERVICE 366.7t
�- FLOW PATH 20' FRONT YARD BSBL 366.5t
�315 PROPOSED SPOT GRADE a 8'
0�54% \ PROPOSED SEWER SERVICE °
PROPOSED GRADING SLOPE ° W ,
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CATCH BASIN PROTECTION a pO
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PERIMETER PROTECTION
8 EX. ROW LINE a
CLEARING LIMITS
EX. SIDE''ALK_SERVICE _ _ __.__e__ _ ..._,__ .y0,
366.5f
p Know what's below.
p Call before you dig.
® Dial 811
Or Call 1-800-424-5555
LML.ITY CONFLICT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION,
AND DEPTH OF ALL EXISTING UTIILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY
POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION
PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE
1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE
UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS
SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE ENGINEER TO RESOLVE ALL
PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
EX. CURB
EX. W
INSTALL CATCH BASIN INS NITA EWE U
AT NEAREST DOWNSTREAM X',� �,
CATCH BASIN EX. SS M IN \\
SW 344TH PLA N,
CB 8, TYPE 1
N=6152.04
E=1 1280.92,
STA 5+35.67, 0.00 T --
TG=365.54
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EX. CATCH BASIN
EX. ROW LINE (`
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CONNECT ,
EXISTING STORM STUB°
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6" SOLID PVC ROOF DRAIN tt
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TIGHTLINE @ 2.00% MIN.,
PERFORATED STUBOUT CONNECTION
SEE DETAIL ON SHEET C2
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5' SIDE BSBL I
LIMITS OF,,CLEARING
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PROPOSED °`L8' WIDE CEMENT
CONCRETE DRIVEWAY
TEMPORARY STOCKPILE
TEMPORARY CONSTRUCTION ENTRANCE.
S
ON SHEET C2.
\DETAIL
65'
DRIVEWA TCH VBASIN AND 4" MIN. TIGHTLINE.
G DRIVEWAY TO DRAIN TO CATCH BASIN
EWAY DRAINAGE TO ROOF DOWNSPOUT TIGHTLINE
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TREE REPLACEMENT INFORMATION:
REPLACEMENT TREES AS SHOWN ARE THE SAME SPECIES AND SIZE AS SHOWN ON THE APPROVED
FINAL LANDSCAPE AND TREE REPLACEMENT PLAN DATED MARCH 23, 2021.
APPROVED REPLACEMENT TREE PLAN MEETS THE REQUIREMENTS OF FWRC 19.120.130.
SEE APPROVED FINAL LANDSCAPE AND TREE REPLACEMENT PLAN ON FILE WITH THE CITY OF
FEDERAL WAY AND INCLUDED WITH THIS BUILDING PERMIT PACKAGE.
TREE INSTALLATION DETAILS INCLUDED WITH THE APPROVED FINAL LANDSCAPE AND TREE
REPLACEMENT PLAN.
SOIL AMEDMENT NOTE
ALL DISTURBED SOILS TO BE AMENDED PER CITY OF FEDERAL WAY REQUIREMENTS. SEE
AMENDMENT NOTES ON SHEET C2.
PROJECT DATA:
PROJECT ADDRESS: 17XX SW 344TH PLACE
FEDERAL WAY, WA
JURISDICTION: CITY OF FEDERAL WAY
PROJECT AREA SUMMARY:
TOTAL LOT AREA = 8,613 SF
PROPOSED ROOF AREA=3,151 SF
PROPOSED DRIVEWAY/WALK AREA=839 SF
TOTAL IMPERVIOUS AREA=3,990 SF
APPROX. 50 CY CUT/FILL
1ff=20'
0 10 20 40
GENERAL SITE DEVELOPMENT NOTES!
1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING
AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS.
2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO
COMMENCING WORK.
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. TEBALDI ENGINEERING, LLC ASSUMES NO LIABILITY FOR THE ACCURACY OF
PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT TEBALDI ENGINEERING, LLC, TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING
WITH CONSTRUCTION.
4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND
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. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL
CONSTITUTE ACCEPTANCE 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.
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 AUTHORITY
HAVING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A
REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY
THE INSPECTOR OF THE AUTHORITY HAVING JURISDICTION 24 HOURS IN ADVANCE OF
BACKFILLING ALL CONSTRUCTION OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION.
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 72 HRS MIN. ADVANCE
NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE —CONSTRUCTION MEETINGS.
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. STRUCTURAL BMPs MUST BE ACCESSIBLE FOR INSPECTION BY THE AUTHORITY HAVING
JURISDICTION DURING REGULAR BUSINESS HOURS.
12. 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 TEBALDI ENGINEERING, LLC AT COMPLETION OF PROJECT.
MIMUO ■ ■ ■
ALL PROJECTS THAT WILL CLEAR, GRADE, OR OTHERWISE DISTURB THE SITE MUST PROVIDE
TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) MEASURES TO PREVENT THE TRANSPORT OF
SEDIMENT FROM THE SITE TO DRAINAGE FACILITIES, STREAMS, LAKES, WETLANDS, ADJACENT
PROPERTIES, AND CITY STREETS. AT A MINIMUM, THE FOLLOWING TESC MEASURES SHALL BE
INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE KING COUNTY SURFACE WATER DESIGN
MANUAL (KCSWDM) AND FEDERAL WAY REVISED CODE.
• PRIOR TO ANY CLEARING OR GRADING, SILT FENCING SHALL BE INSTALLED DOWN SLOPE OF
ALL AREAS TO BE DISTURBED.
• PRIOR TO ANY CLEARING OR GRADING, DOWNSTREAM STORM DRAIN INLET PROTECTION SHAL BE
INSTALLED PER THE KCSWDM.
• PRIOR TO ANY DELIVERY OF MATERIALS OR CONSTRUCTION OF ANY KIND, A STABILIZED
CONSTRUCTION ENTRANCE SHALL BE INSTALLED. THE ENTRANCE SHALL BE A MINIMUM TEN BY
TEN FEED, WITH TWO TO FOUR INCH QUARRY SPALLS ONE FOOT DEEP.
• TEMPORARY AND PERMANENT COVER MEASURES SHALL BE PROVIDED TO PROTECT DISTURBED
AREAS. TEMPORARY COVER SHALL BE INSTALLED IF A DISTURBED AREA IS TO REMAIN
UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER
30) OR FOR MORE THAN TWO DAYS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30).
DURING THE WET SEASON, SLOPES AND STOCKPILES 3H:1V OR STEEPER, AND WITH MORE THAN
TEN FEET OF VERTICAL RELIEF SHALL BE COVERED IF T HEY ARE TO REMAIN UNWORKED FOR
MORE THAN 12 HOURS.
• COVER METHODS INCLUDE MULCH, EROSION CONTROL NETS AND BLANKETS, PLASTIC COVERING,
SEEDING, OR SODDING.
• TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED PRIOR TO ANY
CLEARING OR GRADING DURING AND AT THE COMPLETION OF THE PROJECT. IT IS THE
RESPONSIBILITY OF THE APPLICANT TO MAINTAIN EROSION CONTROL MEASURES IN PROPER
WORKING CONDITIONS TO ENSURE THAT NO SEDIMENT IS LEAVING THE SITE.
• IF, IN THE OPINION OF THE EROSION CONTROL INSPECTOR, THE TEMPORARY EROSION CONTROL
MEASURES ARE NOT INSTALLED, ARE INSTALLED INCORRECTLY, OR ARE IN NEED OF REPAIR, A
STOP WORK ORDER MAY BE ISSUED UNTIL CORRECTIVE ACTION IS TAKEN. IF A REINSPECTION
IS NECESSARY, A REINSPECTION FEE WILL BE CHARGED.
RECEIVED
12/23/21
APPLICANT
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GARRETTE CUSTOM HOMES
402 EAST 26TH STREET, SUITE 200
TACOMA, WA 98421
PHONE (253) 844-4504
CONTACT: KATIE BALL
ENGINEER:
TEBALDI ENGINEERING, LLC
4625 — 126TH AVENUE EAST
EDGEWOOD, WA 98372
TEL: (206) 450-5096
CONTACT: CHRIS TEBALDI, P.E.
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