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PORTION OF THE IS 1/47 S 114, SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
1 RELOCATED CENTERLINE SEATTLE- I .SEDIMENT
GWNp MON. IN CAS£ 1 1 �GIABLO 1RANSMISSION LINE
t2" p. 62111// 1 PROTECTION
1315'
S 83'22'51" E 818.9 /' c
VNL'' SUNSET BI,VD. FOUND MON. IN cnsEl
o CATCH BASIN MUTED ,- 27 -05. I
1•'I SIGNAL —o_IS 2 ='P �' IM- J99.35
le+yl SIG A CONTp 2061' -[� IN -3 12'Yl'q9
Y HAr"GHOLE OL GOC .N 194,20• I 275 18N)
r ° 1 ABANGONEO 6' p -' ' I FOUND MON. IN CASE
MUM CONC. CURB & WTTER SIGNAL FOUND 1- 27 -05.
/r 402 ° <ONL 4YALI HnpI011CLF 1 ��
POIYER x-',17 � _ _fd Ai7251 Iy 400 -,. EXT WRB - -m 51 NAL �' 1
0 10 20 4o PROPOSED - "nG�I;,NE, FENCE 04 �/ t��' � -= 4021 iEN Q T P CURRBB� @Gfi-UITER NAN I10LE 1
WET VAULT 1.28 S./,3 P, I 22 "P� f 43° CATCH BASIN
SCALE 1" = 40' LOCATION 6' woo u_ 22 °C 1.Tn: a s s ems' < e Op 1 INN- 398:24 (12E) S �)
._PENCE zz °v (&L1a "P 1 4 DNAII -1 '
\ � i- _ 1 (E)'9 P LINK FENL 1 j 1 9 1 �f!5' p \FI L aJ
OVERFLOW SPILLWAY 14 °P `� - -T NnaoorES j o/w CA �H BASIN
4230582i13� \ `II P�O�ECIION
TEMPORARY SEDIMENT TRAP �\ \;`1 DRIVEWAY rY `DTIL E EME`Z � i� FOUND MON. IN CASE
\ \ A "H "H _1OB _ 1 YILn (ITEM K6) 1 I ] 1 MSITEB t -2) -0.5.
REQUIRED SURFACE AREA =750 SF \15 ° �rn % _ I
PROVIDED SURFACE AREA =780 SF \ \ 0 C� 412 !L" (3 , 14 P� s R ala \\� II r I 11
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EXISTING ROADS AND �e "G
BUILDINGS
TO BE REMOVED �,"FEJCL (E
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FENCE
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091150004
LIMITS OF CLEARING FENCE
AND GRADING
7 2
0911500035
CONSTRUCT APPROXIMATELY ---- ,
260 LF OF INTERCEPTOR SWALE PENCE
1\ LIM T�r0. CLEARING
! 1 TRACT 'A" I 2'} r
CWCI 1 9'FR
alz wALI( c \ B'F (VOL v zla /s -lo) ,I \ GRADING
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116 w�,.6 413 . I ....BIZ i
WNrc�FnJCE 761 1 TFNS 11
Ii C ' ®Ial PIPER UNI T. 1 \ 1 \
` \ • ❑/ Y�OVNR 9'F
FOUND MON. IN CACAM MUM 1-27-05.
zs°c ufi 1 I / nz �
13 FR II
1
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1d FN \. yEWAY \ .• �� ❑
1 Y, so LL
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BUILDING ° Bpq °RTC j/ \I^ CONS UG`'T APPROXIMATELY
1 rF nz, -59'. 1- C a ro
, PEN( A3G 00 FF 419 N , BOLLARDS
475 LF10 INTERCEPTOR SWALE
1 \ � I 6 CHA LIMI(jj / SHED m G I� 7il 1
"FR 1, \'_ tU �Ei L� 1 1 FOUND MON. IN CASE
'6''GhPiAffiT' ,,, I to "C 1{' �� c - 426
FENCE " / - FENCE 1 1/ 1 ) A IMSITOD 1- 27 -05.
GATE I'
428 11I \\ 1
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FENCE
\ 1 FENCE
— 490 LINE N/S
6.1
1 6.15' 'N 6
1 33070000601
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1
3309800070 ll 62.0
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130OLF SILT FENCE
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1 15'x100' TEMPORARY
vi ll CONSTRUCTION ENTRANCE
1
FOUND MON. IN CASE
1 VISITED 1- 27 -05,
FOUND MON. IN CASE
M6,TE °'- 27 -D5. SEDIMENT
N PROTECTION
Cm BASIN
M- 433.34
1 NV -42966 (((12
INV.425.50 (12E)
1 / I'v.425.46 ((1253 _
INV- 425.36 12N
1-
1 n
i FOUND 1-2 - CASE �svl
1 VISITED 1 -D -OS. 1"
Il c II SlJ'ON� t11yi
I CATCH BASIN
1 i RIM .4J5.28 -
2 TAP
NV-426 (12N)
Ip 1 INV.426: 8 (1125)
.I 11
25' 125
C. CLUBS l
GUTTER
13]'5' 60.15 /1
BASIS OF BEARING;
BASIS OF BEARINGS IS PLAT OF HIGHPOINTE
DIVISION II (A.K.A. GREENFIELD 11), VOL. 216 PG
30 SITE AREA = 98082.67 S.F. OR 2.25
ACRES + /-
VERIIOAL DATUM
VERTICAL DATUM: CITY OF RENTON (NAVD88)
BENCHMARK
SITE BENCH MARK:
A 1 -112" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4- CONCRETE
POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED
INTERSECTION OF NE 12TH STREET AND UNION AVENUE NE.
(CITY OF RENTON ,#159)
ELEV.= 415.95'
CONSTRUCTION SEQUENCE
SEE SHEET C04
NOTES:
1. THE GEOTECHNICAL ENGINEER SHALL DETERMINE THE SUITABILITY
OF THE ON -SITE STOCK PILES PRIOR TO BEING USED FOR
ON -SITE FILL.
2. A DEMOLITION PERMIT IS REQUIRED FOR ALL STRUCTURES TO BE
REMOVED. PERMITS MUST BE ISSUED, INSPECTED AND FINALIZED
BEFORE THE PLAT CAN BE RECORDED.
3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS
DEEMED NECESSARY BY CITY INSPECTOR.
LEGEND
❑ INTERIM SEDIMENTATION PR07EC77ON
PER DTL,, SHT. CO3
TEMPORARY ROCKED
CONSTRUCTION ENTRANCE
PER DTL., SHT. CO3
-� INTERCEPTOR SWALE
PER DTL., SHT. CO3
Q ROCK CHECK DAM
PER DTL., SHT. CO3
XX X SILT FENCE
PER DTL., SHE CO3
>— — — 12" STORM
LIMITS OF DISTURBANCE
396 EXIS77NG CONTOURS
R -3312
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12007
DRAWN BY:
VK
ISSUE DATE:
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07/1
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FENCE
\ 1 FENCE
— 490 LINE N/S
6.1
1 6.15' 'N 6
1 33070000601
49B —1 — -- —
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3309800070 ll 62.0
N
PIe 11 "B"
GAS SIUB-r
/
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130OLF SILT FENCE
I 1
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1
1 15'x100' TEMPORARY
vi ll CONSTRUCTION ENTRANCE
1
FOUND MON. IN CASE
1 VISITED 1- 27 -05,
FOUND MON. IN CASE
M6,TE °'- 27 -D5. SEDIMENT
N PROTECTION
Cm BASIN
M- 433.34
1 NV -42966 (((12
INV.425.50 (12E)
1 / I'v.425.46 ((1253 _
INV- 425.36 12N
1-
1 n
i FOUND 1-2 - CASE �svl
1 VISITED 1 -D -OS. 1"
Il c II SlJ'ON� t11yi
I CATCH BASIN
1 i RIM .4J5.28 -
2 TAP
NV-426 (12N)
Ip 1 INV.426: 8 (1125)
.I 11
25' 125
C. CLUBS l
GUTTER
13]'5' 60.15 /1
BASIS OF BEARING;
BASIS OF BEARINGS IS PLAT OF HIGHPOINTE
DIVISION II (A.K.A. GREENFIELD 11), VOL. 216 PG
30 SITE AREA = 98082.67 S.F. OR 2.25
ACRES + /-
VERIIOAL DATUM
VERTICAL DATUM: CITY OF RENTON (NAVD88)
BENCHMARK
SITE BENCH MARK:
A 1 -112" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4- CONCRETE
POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED
INTERSECTION OF NE 12TH STREET AND UNION AVENUE NE.
(CITY OF RENTON ,#159)
ELEV.= 415.95'
CONSTRUCTION SEQUENCE
SEE SHEET C04
NOTES:
1. THE GEOTECHNICAL ENGINEER SHALL DETERMINE THE SUITABILITY
OF THE ON -SITE STOCK PILES PRIOR TO BEING USED FOR
ON -SITE FILL.
2. A DEMOLITION PERMIT IS REQUIRED FOR ALL STRUCTURES TO BE
REMOVED. PERMITS MUST BE ISSUED, INSPECTED AND FINALIZED
BEFORE THE PLAT CAN BE RECORDED.
3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS
DEEMED NECESSARY BY CITY INSPECTOR.
LEGEND
❑ INTERIM SEDIMENTATION PR07EC77ON
PER DTL,, SHT. CO3
TEMPORARY ROCKED
CONSTRUCTION ENTRANCE
PER DTL., SHT. CO3
-� INTERCEPTOR SWALE
PER DTL., SHT. CO3
Q ROCK CHECK DAM
PER DTL., SHT. CO3
XX X SILT FENCE
PER DTL., SHE CO3
>— — — 12" STORM
LIMITS OF DISTURBANCE
396 EXIS77NG CONTOURS
R -3312
(A W
p3 0
T
W W
' J LLI co Z
a0Qk(DM
N NW
Co CL rr� v LL (L
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PROJECT NO.:
12007
DRAWN BY:
VK
ISSUE DATE:
Z
SHEET REV.:
07/1
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PROJECT NO.:
12007
DRAWN BY:
VK
ISSUE DATE:
12/05/06
SHEET REV.:
07/1
SHEET 2 OF 29
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