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MOTES
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH KING COUN" y
STANDARDS AND SPECIFICATIONS.
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE, AND
IT SHALL BE THE RESPONSBILITY OF THE CONTRACTOR TO VERIFY THE
EXACT LOCATION TO AVOID DAMAGE OR DISTURBANCE.
3, .ALL INLET AND CATCH BASIN FRAMES AND GRATES SHALL NOT BE ADJUST.
ED UNTIL IMMEDIATELY PRIOR TO FINAL PAVING.
4, THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITY SHALL -
CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING
IN ACCORDANCE WITH THE APPROVED TEMPORARY EROS TON/SEDIMENTATIVIv
CONTROL PLAN. THESE FACILITIES MUST DE SATISFACTORILY MAINT.
UNTIL THE CONSTRUCTION AND LANDSCAPING IS COM?Lca cJ AND THEY PO-
TENTIAL FOR ON -SITE EROSION PAS PASSED.
5 ALL REQUIRED STORM WATER A-2-TENTION/DETENTION FACILITIES MUST BE
VICINITY MAP v rs. CONSTRUCTED AND IN OPERATION PRIOR TO ANY PAVING UNLESS OTHER-
WISE APPROVED BY THE DIVISION OF HYDRAULICS.
G,, ANY DRAINAGE STRICTURES NOT ON PUBLIC RIGHT-OF-WAY SHALL HAVE
SCALE ®,14:-,501 ROUND SOLID SEL F-LOCKING LIDS.
Y. STORM SEWER BEDDING TO BE CLASS "C" WITH BACKFILL A MINIMUM OF
900/o COMPACTION. ALL STEEL PIPE TO BE GALVANIZED AND TREAT-
MENT 1 ASPHALT COATED. (ARMCO HUGGER OR EQUAL WITH TYPE F JOIN ),14' C-A
G 83 CUT AND FILL SLOPES SHALL BE SEEDED WITH TOUGH HARDY GRASS A`a:.
�J�iC • 5' T. �►v� �. P7 + C p W.
M. THE RATE OF 180 LBS/ACRE MIXED WITH 200 LBS/ACRE OF 12-12-12
LL.. 1 R. G , Y� M FERTILIZER, GRASS SEEDING WILL BE DONE USING AN APPROVED HYDRO•-
To�oer To/,er
a J I Z.2'
- `:- i -1
Facc of Curb c
�F'1"ovic% 4"X 4" F'osf /{O/e ir7 concrc {c
or, 5C7wcu74- wl?cn IvIoc,,i79 Moi/ bOX p®5f;
SIDEWALK MAILBOX LOCATION
TRACT A
//VrX .
0¢00.00
5f24.8(0
38�8 -
TRACT C
For Fond Dcfad .5
38 �
.sec '5heef G of G
384
Detention
Pond
382
e®
so
.379
,5OL110 LOC/CAVG L10
CS # 1. T4vc y
371.97
•4o'-g"
EX/5T. CB
/, E. - 8 71. 411 / 8 "/iY
PROv/DE 50L/D
LOCKING L /D
l;I IT Vr Kr-NIUN
7""" "w';p p#
No SCALE
J 7/, /V, /k, " iy g CA,/
o/
3�
\\-
IN5T,dLL
INLET #1 A
5ce oh, Co of G
E: X/5T/NG CB
GRADE EL. _ .377. 55
/2" I.E. =372. 80
SEEDER, OR AS OTHERWISE APPROVED BY KING COUNTY DEFT. OF PUBLIk.-
WORKS. THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRAS1
IS ESTABLISHED UNLESS OTHERWISE APPROVED BY KING COUNTY DEPART
MENT OF PUBLIC WORKS.
9. ,ACCURATE VERIFICATION AS TO SIZE, LOCATION AND DEPTH CF EXISTING
T`NDERGROUND CONDUITS OR UTILITIES SHALL BE THE I NDI VI DUAL CON-
TRACTORS RESPONSIBILITY. PLAN LOCATIONS ARE APPROXIMATE AND FC-R,
GENERAL INFORMATION ONLY.
10. THE EXISTING CATCHBASIN GRATES ON SE 200th ST. (ADJACENT TO THE
PROPOSED DEVELOP'AENT) SHALL BE AnTUSTED AS REQUIRED TO MEET THE,
NEW STRFFT I MPRk0VF,MEN'I'S .
11. THE DFVFL•OPFR OR BUILnFR SHALL ATTFMPT TO COMPLY WITH
SECTION 7.04 H OF THY KING COUNTY ROAD STANDARDS REGARDING
SURFACE DRAI NAG. F140M YARDS AN) ROC FS
12. THE, DEVELOPER OR BUILDER SHALL C'OMPT Y WITH SECTION 6.06 OF
THE KING COUNTY STANDARDS AT THE. TIME OF HOME CONSTRUCTION.
cjE I'P�AcK ' '
-
o 5'
FrtEreboo2D 1
t, Tom.- --
-- C6 #/Co_, Tigoc - I C
D/STURP�67� SURFACE �
70 13c N yDRd SEEJ7ED 1
l/v� \) 5'Tt�fZM Of2/a/N
IDC-+AJL. A - A
C,5 #13, T c 1I
CB 014, Tvoc U
LOT 22
TRACT "ID"
y'
13 L7'VOLLID C(&
�. ! 33 IT 67 nitD am
j
a:
e. 41:
rIOTt: DIST -Ff-a+a t ��
TO -FLOW UrJ� = n 33 0�1 tZn cu
TYPE I CATCH BASIN LOCATION
NO OjALE
-,�TTr-EET
c� 1rr0 ` IZbLLr-Q 6u2ib L28',FLOW LIHF- }
►9.o' VOLLF-D CURe, rb6ELow br -0
O46
2. I I 12.89' IZOLLED GUV?_S
1.33' , 07a
16 , 89' rzDLL�D cu¢et
-
.__.___ _---._/�_. _ --------
> Jow*
CE, TO -FLOC! L(OF- = 1. 11' ON
ATE 2.0' �OLLEV CURFB
•�� d.0� r
TYPE 11 CATCH BASIN LOCATION
N,O SCALE
L 1.8' L2.5
s�eCons�rucfion 1�lofeb •for Se�din9 Tn�fr-uc�ror7�.
0 ect i o n 3-5
LOT• 39
i
IAI3Ll= ,12
1.
5' - 011
5" GEPYiENT
G0N :ATE
-:;, 00WALK
IV VA RI
I 5'- o "
2" COMPT, DEP7N 5°Gtls-T
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CLASS 'O""ASP144LT F�R��
Z E 6IDEW®LK
CONCf
C.1✓MENT CONCRE7� , • : ' `iltr-
(T-/f7,)
KZOLLED CS UR��� ii I SUB�izADl✓ SLOPE 0.02'! ��
\ /
2
l %2"MIN. COMPT. DEPTH Cl-,. SURFACING TOP C0095E
2 /2 " M/N. COMPT DEPTH CF,, SURFACING BA5E COVRSE7
------ GR,4vEL BABE CLASS 0 1r1AY 6E REQU/FZEO
�7EPEN0/NG O/V 5011- CONO/T/oN5 .
TYPICAL STREET SECTIONNTS
CONFOFkm TO exie-nNG mvjNG.
S.E. 200th ST. 3&' FLOW1_INE, &C'R/w, /-IJZF5,, 6-uITF �Ipe�vot�c,
VTNI SEDE ®TNL:,y , STA. ¢A4o+o0 0o To ?142,4 4oqU�E� SY1!
103 rd COURT S.E. ` 5117c-:WALK ON WE9T 51DE ONL-Y, 28' F/L , 48' 91W
103 rd WAY S.E. - 51DEWALK ON 0 A 5 T 13I01` ONL`( I Z8' F/L 7 4.8' R/w
5 204TM 5T.
5" C,�-IvIENT
5 d vyaLlS `���� a✓x►�nN I 2" COMPT, DEf'TN CLASS B AsPNALT-
CONCRETIE
.T.
GEM ENT CoNCKETE 1� Su�G,gLIDE ��LOPE : O"O2: l
F CLL.ED GURI. l 'tt
CryP) -- l�2'�M/N. COMPT, OEP77! CR. 9URF,aC/ �oP coUFt9E
2%2" Mi/V. COMJ /. DEF7Y CR. 5URfAC/NG ,BASE r,0lJASE
GRAVEL. 5d5E CLA-5 B MAY R5E .RE-Q(J19EV
DEPET![7/NG ON ,, ��O/L C0N01 TONS .
TYPICAL HALF STREET SECTION N7-5
S.E. 204 th ST. - 24' Nor_-r-H of
104th AVENUE S.E. -�0' WE-ST OF t
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,OPRO VE : R E NTO N POSTMASTER Date
6PPROVED : UNT_pOSTM ER_ Dat---
11-1
T 11KEND-C�sr� • ASSOC., INC. SQUIRE CONSTRUCTION COMPANY
AfVELAA'A/EJVT CGWSUC TAHTs PA R K R I D C E EAST/47
® LAND suRVfroR,� GRADING STORM DRAINAGE
4 09 SOUTH 3rd AVENUE
KEw', wASHIw�TON �ea3r DNAWM IV �/n�8 SCALE 1 " - 500' SNEE
F1 P. 4-204*A0"0IEc oAtEAPR. % ✓80 s