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' T SANI OOD30F0 I '.. 8956500140 \ W/ � � PXµ AALIOC'ro Q TELEPHONE POLE
5000120' t \ /\ GRIB DANA 9202 NTIN '/ I D FENCE, BOARD
•, DE PS 89565 H8950$000 OR _ LIE M KENT CALVIN - I O FENCE, CHAIN-LINK R FIRE Hvow�rrr
N89'S3"4 E 172.41' 00 8950300110 I HOSE BIB
0090 89503001 .__ - -_ c _..__- GAs
NIKIi1NE ALLA OCK LES
(JA QUE A _ / �/ - S - }.. x r N t9'53'0* ;E,,,,, 443.X4 X ®6 r r REMOVED - T TELEPHONE. BURIED ® WATER MANHOLE
89 I EX GAS MAIN
TO BE REM
\ ;n : - � PER PSE STANDARDS
�.. 464. 22 E -_ �.• ,_ q ��O -GT' .� 11 T TELEPHONE. OVERHEAD B3 WATER METER
81
I
U s" ��
NO w. A N Ot 2 y,
'v� ••� DG WATER VALVE
EX WATER METER •• WATER
PARCEL A , ,06 j & SERVICE LINE -
r - 10' SEWER EASEMENT I TO BE REMOVED $ APPARENT TEST PR LOCATIONS O DECIDUOUS
l I PARCEL Bi PARCEL C' _ o SANITARY SEWER MANHOLE DOUGLAS FIR '
REC. NO. 9207171263 - \ 6�8" � 1 STORM DRAIN CATCH BASIN
TO BE RELINQUISHER K+VA STRUCTURES
EX
( ) \�5 \ I C " DRNEWAY & WALKWAYS CONIFER
t v r I - - �J. D STORM DRAIN MANHOLE
/ tY r / EXISTING WATER LINE �' TO BE DEMOLISHED _ - - CLUSTER
. .q x 463.64 V y TO BE RELOCATED �[ Q�
WETLAND I , ;y� .� 8" qr _ EX ryV LE TO iV I m ROOF DRAIN '
-k - _- _ _ - - BE REMOVED - - ?el CONSTRUCTION ENTRANCE PER STD
-(� OTHERS)_ I a GAS METER , HOLLY
- - - DETAIL 214.00 ON SHEET GR -03
Z, w.,.., M GAS VALVE
MAPLE
EGRESS & UTILITIES < `� 10' SEWER
�AS�MENf�.F ..............� �l /� 3 ® ELECTRICAL METER SPRUCE
1 ,l EASEMENT FOR INGRESS i SCALES: 1° = 40'
� 20'
` POWER POLE W /LIGHT
IBY DEED REC. 271362 466.81 REC. N0. 9207171283 SET HUB &TACK
( 9805) �qf��/ �. ,s ~_� TO BE RELINQUISHED) 4 `x 48005 488.58 -4882 \x i8�38-� N ! -- 40' 20' 0 ao' 80' POWER POLE } SET PK NAIL
6 + /
\.. UISH ,r ,f .� 470.12_ 5" POWER EAS
I 7 0 BE RELINQ CONTOUR INTERVAL = 2' 8 O
� - ( -- C. NO. 7901230675 °i I n
°o (TO BE RELI ppp����� ) m I - _ _ - - - - - ' I EX SIDEWALK &CURB a D
u , / 459.76 = I -- - - - -- D
a I N 7.} j q� i TO BE REMOVE g
REMOVE POW R\ �✓ I f N:161584.36 ¢ �_
\iUy
46924 ! /. _--- -� - - -- I� E:1302893.35
,,,_,,,.,,,,,, EXISTING STRUCTURES / (BY OTHERS) REMOVE EX FENCE (TYP) a Z
& DRIVEWAY /WALKWAYS 1 I ^,� _ - Gl
TO BE DEMOLISHED _� EXISTING WATER LINE �- I
459.40 ,,,,.,,. �,,,,,,,..,., �i _TO BE RELOCATED EX POLE TO '� Z
cs ,�� BE RELOCATED n C
M
i
�� �- A / _ A • - / ! REMOVE EX FENCE (TYP) REMOVE POWER I �I I (BY OTHERS) „ K IM
462.07 �� a/ / I (BY OTHERS) z m
�. V A
-
\ `� A EXISTING STRUCTURES LO -w w w
%
DRIVEWAY /WALKWAYS ` N 89'59'56" W 115.00' N 89'59'56" W 115.02' , 1 T _- _ _ _
/yy I n
PARCEL D m� Ln
co A A . > s o, zs'z1" W ----- --------------------
.. 15 00' � - - -
.A t0. � � ,. � � 457.44 PA TO BE DEMOLISHED � ',., ,,,, .. - -
(D
V / 0 0 0 0 0 0 0
_ - A �: ` I \ \- �� o� �I / 'REMOVE EX FENCE (TYP)
WETLAND
coNC KOHR MICHAEL
N, _ I 13 \ 3223059088
455.58 I ROCK CHECK DAMS \ -_
X ''� PER STD DETAIL 217.40 I N s[v uo 7+�-x 488.38 -- � -... ....x 488.00 III SCALE: 1 " =20' -
f ON SHEET GR -03 Q - 1 I
/ ro _ N89'00'43 "E 80.02'
I � EX FH TO BE USED
REMOVE EX FENCE (TYP) I 0 I o>_ I- I: ,I FHRMETER TO BE
OL
i I w YE JIAYI &CHI
INTERCEPTOR SWALE WITH CHECK 0 o MAN 3223059080 OBTAINED FROM SODS
•EX TREE TO BE DAMS SEE DETAILS ON SHEET GR -03 wd Q �'"� "', �, I
� \ �� (� REMOVE (TYP) bb tO r.. CONSTRUCTION ENTRANCE PER STD 4» d i t CREEK WATER &SEWER
/ I x 453.77 �� '1 \ �� �� �' " `� DETAIL 214.00 ON SHEEP GR -03
DISTRICT
S 89'59'56" Ems❑ EX POLE TO REMAIN I " EX SIDEWALK & CURB
895„'5.6 W - I =` � �r � _._
• r - / l EX WATER METER TO �� TO BE REMOVED
17.70' T g o �� I BE REMOVE PER SODS L N:161471.33
\- 8461.24 �.�_.} --+- X479.21 I I. I E:1302889.97
DRIP LINE OF TREE �� I 457.07- 1472.45 476.91 CREEK WATER &SEWER
` ` ( DISTRICT
TO BE SAVED (TYP)- A h I - I t•. -r 80 EXISTING R W
` V - e' �. I 25' EMERGENCY /
452.73 I '( \ REMOVE EX FENCE (TYP)I ACCESS AND SHARED i CONSTRUCTION SEQUENCE
II .A 1 A 450.95 _ - - - - _ DRIVEWAY ESMT. l
r 20' I I ' ` - - n - - T - -7- NOTE: REFER TO WET SEASON PROVISIONS ON SHEET GR -02 FOR ADDITIONAL EROSION CONTROL MEASURES THAT ARE REQUIRED
PARCEL F �( - - - - PARCEL IS �\ FOR WET WEATHER CONSTRUCTION (BETWEEN OCTOBER 1 AND APRIL 30). O
=;.� ��� T •V I �'V -` 1 - �, `� _ 1. SCHEDULE A PRE - CONSTRUCTION SEQUENCE WITH THE CITY OF RENTON. - n 14 ,. v � lo" �, �� >t lt`'� 20 -` /`.� Z V 3'I o -2. PRE - CONSTRUCTION MEETING. o�
448.66 IA _ 20' EASEMENT FOR INGRESS I ` �._. - - < m 1
�" r �� •��� I� A� PANT'S LAKE V ` EGRESS &UTILITIES I ', II o - 3. POST SIGN WITH NAME AND PHONE NUMBER OF T.E.S.C. SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF -tea
` `H CONSTRUCTION SIGN). ( `°
C7ARD 1 TRACTS BY DEED REC. NO. 2012DB09000865 I N ) m �L%
(TO BE RELINQUISHED) %�- -� I
- Volume 9, Page 25 ®\ I o �� 1 - 4. FLAG OR FENCE CLEARING LIMITS.
r I II 9
CLEARING LIMITS I
\ \ ' 2\�- A ( T lI \ I 5. INSTALL CATCH BASIN PROTECTION ON EXISTING STRUCTURES IF REQUIRED.
REMOVE EX FENCE TYP
e V A 446 38 I �; I 6. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 'I
V
- 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
' ' I ,.,,,,,,,
� � � � � � I � � � � � EXISTING STRUCTURES
14 r A \ale' 20 I 41 1 I I TO BE DEMOLISHED ® " 8. EXCAVATE TESC POND AND INSTALL POND RISER OUTLET. .
SILT FENCE TO BE PLACED AT \ \ _I = I > <�-36. >< >< y ' _ <.J, 9. GRADE AND STABILIZE CONSTRUCTION ROADS.
CLEARING LIMITS. SEE STD PLAN - 'T _ _ _
1 1 t e'
214.00 ON SHEET GR 03 (TYP) �� ' /� '•, NS - - - -- / 10. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND
I �„ `� 445.49- T f 22"; �I/ 16\ -16 > I' / \ \ f7.05' / i s/ a '�I GRADING FOR PROJECT DEVELOPMENT.
2 /
P •'I 16./ " r° I -t6 ' .8� _ / +� �l �,,,,,,,,,,,,,,,,, a /, .a _ ' 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S --
66 3400072 \ � _ _ _
1 �. .
; '�- 'n 6� / i/ �' - -. RECOMMENDATIONS.
1y Wig D y' /(\ a� "' S. `� <" 'I r- CATCH BASIN FILTER (TYP) PER I -
!� j� 8" `� ;STD PI AN 216.30 ON SHEEP 12. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND
/ /% � N ���� SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS.
#1 445.61 SILT FENCES s (� X20" �to "I n_° CONSTRUCTION FENCE I. 13. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING
� %; \ ! � I I _ 1 te, ` � 18' THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT.
® CLEARING LIMITS (TYP)
�� -. 3 1 �i •� 14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
7
� � - � -15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
16. CLEAN DETENTION SYSTEM AS NECESSARY.
I 1
17. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. l
sESC D / I 18. CDR INSPECTORS MAY REQUIRE ADDITIONAL TESC MEASURES /BMPS IN ORDER TO PREVENT OR LIMIT RUNOFF OFFSTTE.
T.E.S.C. POND TABLE viwaD TABLE �- -;� s�
SUB BASIN AREA = 6.50 AC 'I \ HIS SHEEP PARCEL E- _ -_ ___ TREE PROTECTION FENCING ` CHECKED FOR COMPLIANCE TO CITY STANDARDS a O
INFLOW 2 INFLOW 100 MINUTE = 1.55 CFS
MINUTE 5.48 CPS
j / - - - -_- ( 6
T F w \, SEE) AIL SHEET GR 03 (TYP) o
SIR.... �-�./ / ili- + ' i R=374705
SURFACE AREA (REQ'D) = 3,224 SF TEMP. SEDIMENT POND RISER gA WETLAND � SURFACE AREA PROVIDED = 3,360 SF L PIPE PER DETAIL ON SHEET GR`03 - -- - �
TOP BERM ELEV. = 447.00' - -�
TOP OF RISER PIPE = 445.00' - - 1 - -
EMERGENCY SPILLWAY ElF/. = 446.00'
DISCHARGE PIPE N 89'51'29" W 421.95' S= dFANNE�
- f i / ,
EMERGENCY SPILLWAY WIDTH = 6.0'
POND BOTTOM ELEV. = 442.00'T,�. a
POND TOP LENGTH = 70' CONSULTING ENGINEERS LLC .�,� / a FIRST SIIB/TRAL ESM 0/13/14 y l �.A ig9p
POND TOP WIDTH = 56' ® s a Laos Avenue Soup ~! -_� xm /��
®I ®I®TI' �>: CITY OF GREENLEAF 06/22/2ot
.., '1 EARLY CLFAIOlB t CRAONC YYIAR SU9MTAL 691 14 �� runeooic
ORIFICE DIA. = 3 3/8" Fee .l .,WA9SX3 EARLY CLEARING & T.E.S.C. PLAN
DEWATERING TUBE DIA. = 6.00" www.esmcivil.com i' °-°� .0 RENTON
pU.N NR
RISER PIPE DA. = 12.00 "" c^9' ^°°^^e I L^^^ w^'�' ^e I '^^^ " ^^^^e NI3 w'-� DATUM ER -01
veero wo.xe vrolect w..nent ene.owe w.nA«w.
e/ p1C�� •T �LL Sic Planning /Building /Public Works Dept.
e Ilo� olE
SEE SEDIMENT POND DETAIL ON SHEET GR -02
ESM
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#258- 044 -013
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8/11/J®
NO.
REVISION
BY
DATE
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