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NOTES:
LEGAL DESCRIPTION: 1. EXISTING DRAINAGE FOR PRESENT BUILDING INSTALLED IN 19".
2. SEE SITE & DRAINAGE PLAN, DATED 10/13/83 FOR INITIAL DRAINAGE.
THE WEST 70 FT OF THE NORTH 175 FT OF THE SOUTH 217 FT OF THE EAST HALF OF 3. SEE SITE PLAN DATED 10/26/96 FOR SITE ELEVATIONS.
THE SW1/4 OF THI_ SE1/4 OF THE SW 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, 4. SITE AREA IS 12,260 SQUARE FEET.
RANGE 6 EAST, W.M. IN KING COUNTY, WASHINGTON. EXCEPT THAT PORTION 5. TAX LOT NUMBER: 102305 - 0140.
THEREOF CONVEYED TO KING COUNTY FOR SE 128TH STREET. (NE 4TH STREET) I. BASE MAP PROVIDED BY GEORGE W. LUCKER, ARCHITECT.
WATER COURSE
CREEK
H o F,T+A
CB #2 TYPE -1
OWNER; E M 392 OS 8' N
393.5
TIM MCCLINCY
MCCLINCY HOME DECORATING �- IE = 392.0' 8" S
4804 NE 4TH STREET
/
RENTON,06/228-3427 98059 OIUWATER SEPARATOR TO BE INSTALLED
2/228-WITH 8- PVC 90 DEGREE ELBOW TURNED DOWN
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ARCHITECT: � --- 29 5, ��1_' I
TI GEORGE W. LUCKER, ARCHITECT _ 1C�---- -
1508 FIRST AVE. SOUTH , ,- - 51TALIL '�
SEATTLE, WA 98134 -p SCAp E MASS/,_ �92
206J682-4147
" ELEV 30"' 8' PVC IE = 381.5'
ENGINEER:
ROBERT N. PARNELL. PE
RN PARNELL COMPANY -
4422 187th PLACE SE
ISSAQUAH, WA N027
206/643-3580
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in\ ROOF DOWNSPOUTS TO BE
TIGHTLINED INTO CATCH BASINS
3 4
�TsR EXISTING SEPTIC DRAIN FIELD
ABANDON AFTER CONNECTION
- , TO NEW SANITARY SEWER
1b 12'
1> INC
--
oNp owew.AWf. uwrr 98
GRINDER PUMP (DUPLEX SEWER PACKAGE) , _ �'�`��MEtrfi O
hoc) 100, i 5�
/ • /
�2 � 51 17 E tJ G E A 02 I I 'i I.tJU KT
d P.OaK
RELOCATE POLL
OR LOMERGROINrID 2
UTYM SERVICE -A \ AO
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I aME �F.<<7R 5 HO, i
EXIISTIr
PARKINGLOT
VCj DETENTION POND
> '?�� 'D EXiSTING CS i 1 TYPE
-,L 9 , 5' I ADD RETOR
IV D)
All �C'A w wM 0W r
low
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EXISTING WATER METER Q U�X�.�j�(� �rC
EXISTING IRRIGATION METER W I`
N' X if' UTTY EASEMENT FOR 'n 1� IV E V4oy --To
FtJTUM SS i H JOY OTHERS) EXISTING FIRE HYDRANT
(SEE SITE PUN FOR LOCATION
OF OTHER FIRE HYDRANTS)
b
CONNECT NEW t" SALUTARY
NE 4TH STREET
I
CONSTRUCTION SEQUENCE;
1. ARRANGE FOR AND ATTEND PRECONSTRUCTION MEETING
2 FLAG OR FENCE CLEARING LIMITS
3 POST SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR
4. INSTALL CATCH BASIN AND PERIMETER PROTECTION
5. REMOVE STORAGE UNITS FROM WEST SIDE OF EXISTING BUILDING
8. MAINTAIN AND RELOCATE EROSION CONTROL MEASURES AS NEEDED
7 STABALIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS
8. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS
9. REMOVE TESC AND BMP'S MEASURES AT COMPLETION OF PROJECT
is i •a Pants T{O ON MO. MOON C4_9AA aYM T •
A SOE SEWER wrTH m"mutA
,Ar I INSIDE DROP OF s' DEPTH
EXISTING SS MH
DEPTH " 29'
RIM - 406
IE"4000 (8' N)
LEGEND:
EXISTING CONTOUR (FEET - ELEVATIOI)
PROPOSED CONTOUR (FEET - ELEVATDN)
$ SS SANITARY SIDE SEWER
DPW O MANHOLE SANITARY SEWER
C6 19 CATCH BASIN STORMWATER NAL
y
CLEARING LIMITS _ IAES 8 17 q
CONSTRUCTION ENTRANCE SSUED FOR PERMIT REVIEW. NOT FOR CONSTRUCTION
UNTIL APPROVED BY CITY OF RENTON, WA
SANITARY SEWER NOTES & SPECIFICATIONS
CITY OF RENTON
STORM WATER DRAINAGE NOTES
REVISIONS
BY
I
All work materials shall be in conformance with the standards and specifications of the City of Renton and the latest
edition of the WSDOT/APWA Standards and Specifications.
I .
BEFORE ANY CONSTRUCTION OR LEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION
MEETING MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN
2.
The hours of work in the street night -of -way shall be limited to 8:30 a.m. to 3:30 p.m. on weekdays unkas otherwise
REVIEW PROJECT MANAGER.
approved in writing by the Transportation Division at 277.6222. All street closures, partial or full, shall be approved
by the Transportation Division 24 hours in actuaries. The Police Department, Fine Departmient, and 911 be
2.
All c onstructien shall be in accordance with the latest edition of the"Standard Specifications for R cad, Bridge and
--
shall Municipal Construction" prepared by W.S.D.O.T., and the American Public Works Association (APWA), as
notified 24 hours in advance.
mended by the City of Renton.
3.
All construction shall be in accordance with "Standard Specifications f
or Municipal Public Works Construction"
prepared by Washington State Chapter American Public Works Association, Iatast odd= (APWA) and City of
3.
Ile storm drainage system shall be according to the approved plants which are on file with the City of
Renton Standard S �'
Renton. Any � from the approved Plans will require written approval from the City of RoamDevebprmeat
Services Division.
4.
All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true
and correct location so as to avoid damage or disturbance.
4.
A copy of these approved plans must be on the )ob site whenever construction is in progress.
5.
A pr000nstruction conference and a 2d boor notice shall be required prior to staging new 000structioo. It shall be the
S.
Datum shall be U.S.G.S. unless otherwise approved by City of Renton. Reference benchnwic and elevation arc noted
on the plans.
contractor's responsibility to secure all necessary permits prior to starting construction. (hupectiou will be
accomplished by a representative of the City of Renton.) It shall be the contractors responsibility to notify the City
Inspoctor 24 hours in advance of backfillirng all GO m
6
All sedimentation/uosioa facilities must be is operation prior to clearing and building oohs udion, and they must be
satisfactorily maintained until construction is coa>tpletod and the potaaial for On -site erosion has passed.
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6.
Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers
and others on the construction site,
7.
All retention/detenum facilities must be installed and in operation prior to or in conjunction with aU constructwo
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activity unless otherwise approved by the Develop ne t Savx= Division.
era. a a �_
7.
It shall be the responsibility of the contractor to obtain street use and an other related
y permits prior to any
8
Grass seed may be applied by ham. The other than City Renton approved standard
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mixes, shall be submitted by a Landscape Architect and r
approved by Development Scrvioas Division.
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Plans approved by the City of Renton, Development Services Division, shall take precedence over all other plans.
9.
All pipe and appurtenannces shall be laid an a property prepared fotrmdstiou in accordance with Section 7-02.3(1) of
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9.
A copy of these approved plans must be an the job site whenever construction u in progress.
the current State of Washington Standard Specification for Rood and B Construction. This shall inch
necessary leveling of the trench bottom or the top of the foundation material as well as placement and compaaiort of
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10.
The contractor shall provide the City of Renton with an as -both drawing of the sanitary sewer system which has been
required � material to uniform grade so that the entire length of the pipe will be supported an a wuforrdy dense
unY��B base. All pipe shall be APWA Class "C", the
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stamped and signed by a licensed professional engineer or Iaccasod professional surveyor.
with o weption of PVC pipe. Ail trench bacl�ill
shall be compacted to minimum 95% for pavement and structural fill and 90% otherwise per ASTM D-1557-70. Pea
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Backlill :hall be placed equally on both sides of the pipe in la yen with a loose average depth of 6 inches, maximumz
gravO bedding shall be 6" over and undo P V.C. pipe.
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depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum ,density. These compacted layers must
extend for one pipe diameter on tech side of the pipe or to the side of the trench Materials W complete the fill over
10.
Galvanized steel pipe and alun nixed steel pipe for all drainage facilities shall have asphalt treatment 01 or better
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Pipe shall be the same as described.
inside and outside.
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12.
Open art road crossings for utility trenches on existing traveled roadway shall be back -filled with crushed rock and
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Structures shall not be permitted within 10 feet of the spring line of any storm drainage pipe, or IS feet fi-om the top
mechanically compacted. Cuts into the existing asphalt shall be neadine cut with saw in a continuous line. A
of any chnanael bank.
temporary mix patch must be placed immediately after back:U and oompactiea A permanent hot mix patch shall be
placed within 10 days and shall be per City of Renton current standards.
12
All catch basin grates shall be depressed 0.10 fat below pavement level.
13
Datum shall be City of Renton, U.S. C and G.S
13.
Open cut road crossings through ousting public nght-of-way will not be allowed unless specifically approved by City
of Ranson
14
All dwturbod areas shall be seeded and mulched Or otherwise SW3ikzcd to the satis&ctioo of the Dgmrm=t for the
prevention of as -site erosion after the completion of casatrnx�ion,
14,
Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of I
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foot and roust meet the following specifications: 4"-8"/40%_70% passing, 1"-4" rocW0%-40% -2"
� Go
15.
All pipe and appurtenances shall be laid on a Properly Prepared foundation in accordance with Section 7-02.3(1) of
rock/1096-20% passings;
the currant State of Washington Standard Specifications for Road and Bridge Construction. This shall include
necessary leveling of the trench bottom or the tap of the foundation material as well as placement and compaction of
15
All building downspouts and footing drains small be corunected to the storm e unless c r
Development Services Division. An accurately dimemionod Certified
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required bedding material to uniform grade so that the entire length of the pipe will be supported on a unifomnly dense
as -built drawing of this arnag Y >�
stem will
submitted to the City of Renton upon completion.
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unyielding base. Pipe bedding shall be pea gravel 6" above and below the pipe.
16.
Issuance of the Building or Construction Permit by the City of Renton does not relieve the owner of the continuing
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16.
Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class
legal obligation and/or liability couwdcW with storm surface water disposition. Further, the City of Renton does not
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accept any obligation for the proper functioning and maintcnanoe of the s �g .
system provided du construction
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17.
In unimproved areas, manhole to extend minimum 6 inch and maximum I8 inch above finashed grade. In paved area,
17.
The Contractor shall be respansibk for providing adequate safeguard, safety devices, protective cqw Pmant, flaggers,
cover must slope in all directions to match paving
and any other needed actions to protect the lift, health, and safety of the public, and to protect property err connection
with the Performance of work covered by the contract. Any work within the traveled right-of-way that may interrupt
normal traffic flow shall require an approved traffic control plan by the Transportation Division. All sections of the
W.S.D.O.T. Standard Specifications 1-07-23, Traffic Control, shall apply.
18'
Special dramW measures will be required if the projxt location is within the aquifer protection area.
EROSION CONTROL NOTES
W 2
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1
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, APRE-CONSTRUCTION
MEETING MUST BE
some
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HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN
REVIEW PROJECT MANAGER
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All limits of clearing and areas of vcgctatron preservation as prescribed on the plan shall be clearly flagged in the field
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and observed during constmction.
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3
All required sedurntrntation/erosion control facilities must be carwructed and in operation prior t9 land clearing and/or
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other construction to insure that sodument laden water does not cuter the natural drainage system All erosion and
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sediment facilities shall be maintained W a satisfactory condition untilsuch time that clearing and/or construction is
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completed and potential for on -site erosion has passed. The umplauentation, maintenance, mplaoanat and additions
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to crosio n/sedimenuum controlsystems shall be the responsibility of the pernutta.
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4
The erosion and sodw=tation control systems depicted on this drawing arse intended to be minimum requirements to
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meet anticipated site conditions As construction progresses and unexpected or seasonal conditions dictate, the
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pcttec shall anticipate that more erosion and sedimentation control facilities will be necessary to
rmiinsure complete
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siltation control on the Proposed site. During the course of construction, it shall be the obligation and responsibility of
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the permutes to address any new conditions that may be created by his activities and to provide additional facilities,
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ovu and above minimum requiremenu, as may be needed to protect adjacent properties and water quality of the
drainage
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receiving system.
5.
Approval of this plan is for erosioMsodirnentation control only It does not constipate an approval of storm drainage
design, size nor location of pipes, restrictors, channels, or retention facilities.
6
During the time period of November I through March 31, all project disturbed soil areas greater than 5,000 square
feet, that arc to be left unworkod for more than twelve (12) hours, shall be covered by mulch, sodding, or plastic
covering
7
In any area which has been stripped of vegetation and where no further work is anticipated for a period of 30 days or
Doe: 2/27/97
more, all disturbed areas must be immeidu tely stabilized with mulching, grass planting or other approved erosion
scab: i" = 20' ,
control treatment applicable to the time of year in question. Grass seeding alone will be acceptable only during the
months of April through September inclusive. Seeding may proceed, however, whenever it is in the interest of the
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pemuttee, but must be augmented with mulching, netting, Or other treatment approved by the City of Renton, outside
the specified time period.
Job: G. Lucker
8.
For all erosion/sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence, a minimum of 3
feet high is required, with 3-1 side slopes.
_
9.
A temporary gravel construction entrance, 24' x 50' x 8" of 4- to 6- inch quarry spalls shall be located at all points of
shall No:
vehicular ingress and egress to the eonanxi op site. *"^
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1997
-'' I PLANNING
Cfry OF RENTON
REVISIONS I BY I
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1506 - First Ave S. Seattle, WA 98134 uE KER S TE OF WP HINMON. 1 1 25 �14
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TEL 206 682-4147 FAX 206 682-4548
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DEVELOPMFNT PLANNING CITY OF RRNTON
MBAR 2 7 1997
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