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CIVIL SITE AND TESC PLAN
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.
WATER PURVEYOR:
LAKEHAVEN WATER AND SEWER DISTRICT
SEWER PURVEYOR N=6148.5 _ ....... O
CB #5, TYPE 1 CB #6, TYPE 1 CB #7,
N=6147.87 6 - N=6150.1
LAKEHAVEN WATER AND SEWER DISTRICT E=10962.26 E=1 1021 .15 ' E=1 1 130
STA 2+16.97, 0.00 T STA 2+75.98, 0.00 T STA 3 + 8
TG=351.13 TG=352.85 TG=362.`
IE=348.18, 6"0 I IE=349.85, 6"0 / / IE=359.5
IE=348.18, 6"0 IE=349.85, 6 0 110 LF, 6"0 IE=359.5
INCENSE CEDA 6" MIN. HEIGHT)_j / SD
@ S 8.77%
.... - OREGON ASH (2-1/ » CAL.) rEX. R,W LINE I
EX. CATCH BASIN
EXISTING
ASPHALT SURFACE
BUILDING
fl
CENTERLINE ROW
coo
CLEANOUT
Q
CONCRETE SURFACE
22ZdLM16L2Z
RETAINING WALL
XX-
FENCE LINE (CHAIN LINK)
FENCE LINE (WOOD)
FIRE HYDRANT
G ❑
GAS METER
�Q
GAS VALVE
r_ - J
GRAVEL SURFACE
FE-11
INLET (TYPE 1)
LP 0 _
LIGHT POLE
OAMONUMENT
IN CASE (FOUND)
POWER (OVERHEAD)
UP
POWER (UNDERGROUND)
G
GAS LINE
TMH O
TEL MANHOLE
POWER POLE
`
POWER VAULT
O
REBAR AS NOTED (FOUND)
•
REBAR & CAP (SET)
�T
ROCKERY
SS
SEWER LINE
SEWER MANHOLE
I-D
SIGN (AS NOTED)
SD
STORM DRAIN LINE
TEL HH ❑
TELEPHONE HAND HOLE
TEL SENTRY ❑
TELEPHONE SENTRY
TEL VAT
TELEPHONE VAULT
TS HH O
TRAFFIC SIGNAL HAND HOLE
SIZE TYPE O
TREE (AS NOTED)
WM 2
WATER METER
WV m
WATER VALVE
W
WATER LINE
POWER HAND HOLE
PROPOSED
ROOF DRAIN TIGHTLINE
PROPOSED
STORM DRAIN
PROPOSED
CLEANOUT
FLOW PATH
PROPOSED
SPOT GRADE
PROPOSED
GRADING SLOPE
CATCH BASIN PROTECTION
PERIMETER PROTECTION
CLEARING LIMITS
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.
7 7
® J
p VINE MAPLE (2» CAL.)
CONNECT ROOF DRAIN TO C4
EXISTING STORM STUB O �---LIMITS OF CLEARING
6» SOLID PVC ROOF DRAIN �. (TYP•)
TIGHTLINE ® 2.00% MIN. 6" SOLID PVC ROOF DRAIN LrI w'
TIGHTLINE @ 2.00% MIN. 0)
ROOF EAVE
SILT FENCE. SEE DETAIL ON SHEET C2.
358.5t 358.8t EDGE OF FOUNDATIO�5
O 6" CLEANOUTT�
'.I
PERFORATED STUBOUT CONNECTION
SEE DETAIL ON SHEET C2 PROPOSED HOUSE
FF=360.5
GFF=359.0
13.89' I EX. LOT LINE
3,17.3 Sf
PROPOSED WATER SERVICE 6111'
20' FRONT YARD BSBL 358.8 f 359.0f
359.Ot
PROPOSED SEWER SERVICE 29'
TEMPORARY STOCKPILE
PROPOSED DRIVEWAY CATCH BASIN AND 4" MIN. TIGHTLINE. No ao O
,QRADE DRIVEWAY TO DRAIN TO CATCH BASIN PROPOS\ E9IDE-CEME>�7
ROUTE DRIVEWAY�AGEOa ROOF DOWNSPOUT TIGHTLINE CONCRETE �DRIVEW`7A�, / 8.
a
70'
EX. EWALK
EX. WATER n _®
__.SERVICE 201 EMPORAR CONST UC ION ENT ANCE. SEE
__. _.... ... _. .. m..m ___ .. EEI
EX. CUR__.0± 358 ___.-___.__. EX. ROW LINE
B
EX. WATE MAIN 5S SM� m
INSTALL CATCH BASIN INSERT
AT NEAREST DOWNSTREAM _ ........ _... EX. SANITARY SEWER STUB EX. S MAII
CATCH BASIN
OREGON ASH (2-1/2" CAL.)
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 = 7,248 SF
PROPOSED ROOF AREA=2,715 SF
PROPOSED DRIVEWAY/WALK AREA=703 SF
TOTAL IMPERVIOUS AREA=3,418 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.
• ■i' ��ili'LiQitm
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
COMMUNITY DEVELOPMENT
CITY OF FEDERAL WAY
APPLICANT
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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NOTES AND DETAILS
EXPANSION JOINT
2" CSTC for RESIDENTIAL
4" CSTC for COMMERCIAL -
REV. FEBRUARY 2014
fim
SLOPE
ip—
PERFORATED STUBOUT CONNECTION
NOT TO SCALE
RIGHT-OF-WAY LINE
CEMENT CONCRETE DRIVEWAY 6" THICK
SECTION A -A
5' MINIMUM CLEARANCE BETWEEN EDGE OF DRIVEWAY AND
STREETLIGHTS AND OTHER UTILITIES.
— SIDEWALK
PLANTING STRIP, IF ANY.
SEE CURB DETAIL DRAWING 3-4
SAWCUT LINE FOR NEW OR REPLACEMENT DRIVEWAYS IN
EXISTING CURB/GUTTER SECTIONS.
NOTES:
1. REFER TO CITY STANDARD DETAIL DRAWING 3-6A FOR COMMERCIAL,
INDUSTRIAL, OR MULTI -FAMILY USE DRIVEWAYS.
2. SEE SEC. 3.2.13 AND CURB DETAIL DRAWING 3-4.
3. CEMENT CONCRETE DRIVEWAY APPROACHES SHALL BE CONSTRUCTED
WITH CEMENT CONC. CLASS 4000 WITH 4% TO 6% AIR ENTRAINMENT.
4. FULL DEPTH EXPANSION JOINT IF DRIVEWAY WIDTH IS 15' OR GREATER.
5. REFER TO SECTION 3.2.13 FOR DRIVEWAY SPACING.
6. LENGTH OF RAMP SHALL VARY AS NEEDED TO MEET ADA SLOPE
REQUIREMENTS.
Federal WayWORKS ": r , GUTTER SECTION
DRIVEWAY APPROACH DETAIL
NOT TO SCALE
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P.ALLS
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IDMIC 12 MI
. O iOF FULL,, WI 'TH O INGRES&EGRESS AREA
TEMPORARY CONSTRUCTION ENTRANCE
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CONTOURS WKEE. I W &i L
SILT FENCE
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Soil, Management Options
Soil Management
i s pre -approved
nd nt rates
Usinig Custom Amendment rates,*
Options and
'l ur `
PhinIting Betts
`Hurt oir p[anting brad
Option I
Not applicable-,
Not applicable -
Not applicable - Urialliiturbed areas
Leave native soil
Undi tartied areas o
Undisturbed areas do
iota not require soil a iiiieridmew
ulldisaufbed, protect
not require, soil
jiot require still
fix) com: a Lion
Br7lLridrnent
a9TTe6ii dent
Soils that have been cleAtred und graded,and not covered by impervious sur ace or developed as a storm
water structure, rt v I be restored to 8 inches deep,,u5ing oneof the f flowing tbret options:
tin2 Arne d
Mix 1.75 Inches of
Mix inches,
U,;c online calculator
,soil in place
coin ost 8 in:cbes deep
coinpost filches deep
Option 3 Import,
Import 8 Inches of sail
Import 8 it chest ofsoil
tit applicable
topsoil Containing
trax, con4d"ing, a r t„ox.
mix containing
a dquate orgoni
7_5-KO%sandy loa rn
approx,, 60-6% sandy
a n,te idti e t
and 2- 5% Ott post
loaf , 40%
compost
Option 4<Stockpile
Reapply ast ckpiled .wil
Reapply ia,tEicl piled
1,Jse online calculator to determine
site *voila re apply"
nd amend in placeoil
and amendin
.r ndrnen`t rite . ea l�°
a nieriil in Place
with 1.75 incht�s tit `
place, witli 3inches of
stockpiled soil �ajrd aiTi e id in place
compost, for a
i:on)pos , for a
with ai combined iiii`iiiriium depth of
"
combined minimurn
combined inininium,
ginches ofso1I and conipoOst.
depth of 8 'Inches of ii iI
d,eptb of S inches of
and conipost.
sod and corn om
nil acidity -
lTiiiitLiTIIr State University
test andalll.0 t if
University reconi
t Tic ibl&
tee ttItn Tide a Soil pH (ifs. -6.5 for
needed, based on
a Oil l t t iil" .5-65 for
la,% is, For p] anting lvd, , the ptt
plant types
lawns,.
12/2
/21
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NOT TO SCALE
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