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BAKER TANKS TO .DISCHARGE FL=359.00 \ . • _-, , \ \ w }y � A, t ' ) ,., \ ' i j 5
TO EXISTING SEWER MANHOLE ti` \ N \ i - M -' • "'" i \ I 4 \ \'.' I y f / / r' /
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IN SE 172ND STREET° BAKER \\
TANKS TO BE USED UNTIL r �- -'�- - `=' ., - - \ _ -r z'
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H EAST SIDE OF BENSON DRIVE WILL BE AT CONSTRUCTION ✓ `,; \ " \ ,-, - -' ,_' \ r ' \ s ". , / "LI
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-ON TANKS SHALL BE USED FOR THE SITE. THE MAXIMUM r . -; 1 ._ \ / r y ., ' , - q,'-. \ \ ,,/ `' f \
4_THE TANKS IS 0.04 CFS \ € -/- _ � S-� \ \ � �'` - / \. \ i \ _ .....»_-__ ':a. r' ,.1 1 �R _ / \ •p,,.. 1 �r.._.N..;,,�- u. I
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?OSIDN CONTROL MEASURES MAY BE REQUIRED AS DEEMED \ \} , , /M. _ _ r r i 1 I I `f.�, N �,, < :. '; \ l \ t T \ 0
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ITN A 1. MEASURES WILL BE PRO VIDED TO N F \ \ \ . II
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I' " ' CONSTRUCTION LIMITS, .TO BE FLAGGED OR FENCED CEMENT -TREATED BASE CT8 CEMENT KILN DUST CKD OR FLY ASH ALSO REQUIRES pH L\ 1: J I \ € _ r, r" \r V
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FOR SIGNIFICANT CONCRETE WORK; H SAMPLING WILL START THE FIRST DAY CONCRETE lS % „ r ' ,1 ? s _ i;
,; .. SILT FENCE P \ .
POURED AND CONTINUE UNTIL IT lS CURED TYPICALLY THREE 3 WEEKS AFTER THE LAST POUR. \ .. f J'�
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OR ENGINEERED SOILS N SAMPLING BEGINS WHEN ENGINEERED SOILS ARE FIRST EXPOSED TO _. �i \ 5 I'
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a PRECIPITATION AND CONTINUES UN77L THE AREA IS FULLY STABILIZED.
,k ._ o 0 0 o STABILIZED CONSTRUC770N ENTRANCE ,', \.-I' � `'_- ) : � ✓. / . .
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IF THE MEASURED pH IS 8.5 OR GREATER, THE FOLLOWING MEASURES WILL BE TAKEN. \ , \ \ , ti / y\
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•:,: 01: 1. EVENT HIGH pH WATER FROM ENTERING STORM SEWER SYSTEMS OR SURFACE WATER. \ ,_;^," ,
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tN MULCHING MATTING & COMPOST BL NKETS 2 ADJUST OR NEUTRALIZE THE HIGH H WATER TO THE RANGE OF 6.5 TO 8.5 SU. USl" (. __ IMU A R\/ � " l \/
BON DIOXID CO2 SPARGING LIQUID OR DRY ICE). \ \ \ ,. �I /. III
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B BT INE FROM ECOLOGY PRIOR 0 THE USE OF CHEMICAL y - /. \. t' ./ 3,WRITTEN APPROVAL WILL E 0 A D T „ <__
:r .. PS PERMANENT SEEDING AND PLANTING - t. , ., ` - I .
• TREATMENT OTHER THAN CO2 SPARGING OR DRY ICE \ �>i ((Y;' 1 ; ` i'- % - >r
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Go -•'��� OC� DUST CONTROL
CONS TRUC TI DN SEQUENCE. - A\° ` \ . \\� ;I
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M ND P ONE NUM8ER OF ESC SUPERVISOR MAY BE CONSOLIDATED T - r
2. POST SIGN WITH NA E A H _ / \
W SS STREET SWEEPING . & VACUUMING . -
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. WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN . `C \ _
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- S ND P OVIDE REE PROTECTION.
0 3. FLAG OR FENCE. CLEARING LIMIT A R T , :.
SC SAWCUTTING AND SURFACING POLLUTION PREVENTION. ,:, \ " ` / ''
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0i . m 4 INSTALL CATCH BASIN PROTECTION IF REQUIRED. /
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,I," :' INLET PROTECTION 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). . q
N O RT H C ° I / ..
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E IM TER PROTECTION SILT FENCE BRUSH BARRIER ETC.. / I /
c 6. INSTALL P R E R ( ) r \ �? i I GRAPHIC SCALE
�, INTERCEPTOR 'SWALE WITH ROCK \ S
. ... _ w_ ... �_ 7. INSTALL BAKER TANKS, COLLECTION SUMP AND SUMP PUMP. \ ' 0 20 40 80
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CHECK DAM EVERY 50' (SEE DETAIL SHEET CB)'
^ . ;' . o 8. CONSTRUCT UPSTREAM BYPASS STORM LINE. ` ` i�l�.i
I 8 Z CONS RUCTION O DS. ' .1 INCH - 40 FT.
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-0 0 0 TREE PROTECTON FENCE (TREE TO BE RETAINED)
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11. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) -�_) I.
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SI UL TANEOUSL Y WITH CLEARING AND GRADING FOR PROJECT. DEVELOPMENT. P P f \ OVE D FOR CONSTRUCTION .
----------------- BAKER TANK PUMP LINE M ,t. A N :
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°� ` 1K 12. AINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE '''•,• i M W. ,j : -- . „S SUBJECT TO ERRORS AND OMISSIONS
, (4 ._.. ATE /AL AND WATER DESIGN MANUAL AND MANUFACTURERS RECOMMENDATIONS i � O' /A `< co
� _ r STOCKPILE, M R \ r x ,, SIGNAL..
I,Q CONSTRUCTION STAGING AREA 13. RELOCATE' EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE Q -r R T _. , ,„ �-
S CCORD NCE Wl H / � S L./ UILJ
3 FRAFrlf, SIGNIAL {SIw7
F ° s� 2'' EM 0 ARY CULV RT CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAY IN A A T LU;��NAIRE (N) \
0 1 T P R E THE CI TY S EROSION AND SEDIMENT CONTROL STANDARDS. BY: DATE:
NO AS -BUILT INFORMATION ON THIS SHEET. (,�
14. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY •• �'
�
i Co SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, I CERTIFY THAT THE INFORMA170N SHOWN HEREON WHICH WAS{ \ W
AS -BUILT B Y D.R. STRONG, AND MAY INCLUDE LOCATIONS \. BY: DATE:
o PLAS77C SHEETING OR EQUI VALEN 1 , ° , - "-
1 \'1".\ 1I ... \ .I I . I .. . . .I I I C1I 1 . �.� �I I- � . .I I. -�'I .. I .. I . I. I � I
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LO ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, O
15. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. ACCURATELY REFLECTS EXISTING FIELD CONDI77ONS AS DETERMINED
o BY: DATE:
16. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE.• �. "
' Q) 1 Z UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS 1211012018. \
N REMOVED IF APPROPRIATE "'\ \ BY: DATE:
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"' Q.R. STRONG
A�w �r CITY OF AVANA RIDGE PUD
. «: is� ' DESIGNED: AJ NO 1 GD : "
-- CONSULTING ENGINEERS YP TESC PLAN FIELD89GI<:
' - :. - ,Ii' EE : 5r.a ,,>. ` PAGE:. -
- C 1 2 Working Days Before You Dig -t ENGINEERS PLANNERS SURVEYORS DRAWN: I \ I �l I O l V
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V 1� - ' 620 - 7th AVENUE KIRKLAND, WA 98033
E9 ti CHecKED: Ar FULL SCALE Plannln Bulldln PubIIC Works Dept. 10615 SE 172ND ST RENTON WA : C7 : Q
I . t:. ` : Util le U der round Location Center �'s I= MA,1 9� 9� . P 1 , .
I,..:. 8 n. g t y, A O 425.82T..30fi3 F425 82T,2423. .IF NOT ONE NCH _ _ .
L: �V 1 SCALE ACCORDINGLY
z GD,MT,ND,OR,WA) A1� N0: REVISION BY DATE APPR APPROVED.
w C1 008868 B15008865 B15008867 SHEET. oF.26
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DRS PROJECT NO 15088.I�:
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