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EROSION CONTROL NOTES:
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APPROVED BY THE CITY BEFORE CONTINUING WORK.
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1.
PUBLIC STREETS ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS
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GENERATED BY WORK. CLEANUP SHALL BE BY SWEEPING AND/OR
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EX. CATCH BASIN
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OTHER APPROVED METHODS.
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STAMPED "EWING S #11926"
+ 0.1'±E X 0.1'±S OF
TO REMAIN.
2.
CONTRACTOR SHALL REVIEW HIS PROPOSED HAULING ROUTES AND
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PROPOSAL FOR TRAFFIC CONTROL WITH CITY OFFICIALS FOR
PROPS TY CORNER
TYPE 1
INSTALL TEMPORARY
APPROVAL.
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RIM=400.13
3.
CONTRACTOR TO PROVIDE ADDITIONAL SEDIMENT CONTROL
IE 18" ADS=393.66
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PROTECTION AS REQUIRED BY CITY AND TO KEEP SURROUNDING
PROTECT EXISTING
FROM
IE=391.85 (12" N, E)TREES
AROUND POND DURING
AREA CLEAN OF DIRT AND DEBRIS.
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DAMAGE
4.
THE CONTRACTOR IS RESPONSIBLE FOR SITE CONDITIONS INCLUDING
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DUST CONTROL CONTINUALLY AND NOT LIMITED TO NORMAL WORKING
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BY CITY OF RENTON.
HOURS. DUST CONTROL CAN INCLUDE WATERING OF ONSITE SOILS.
REFER TO SITE SWPPP.
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5.
TEMPORARY SEED MIX SPECIFICATIONS ARE SHOWN ON SHEET C23.
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NOTES:
1. ALL BUILDINGS AND UTILITIES TO BE REMOVED OR
DEMOLISHED WITHIN PROJECT CLEARING LIMITS UNLESS
OTHERWISE NOTED ON PLANS. COORDINATE W/UTILITY
PURVEYORS FOR CAPPING UTILITIES AT THE PROPERTY LINE.
2. STRAW WATTLES OR DAMS MAY BE USED IN LIEU OF ROCK
CHECK DAMS AS LONG AS SEDIMENT TRANSPORT IS BEING
MITIGATED.
3. CONTOURS SHOWN ARE TO FINISHED GRADE.
4. IF ANY WELLS OR SEPTIC SYSTEMS ARE FOUND ONSITE THEY
SHALL BE REMOVED OR DECOMMISSIONED PER HEALTH
DEPARTMENT REQUIREMENTS.
DEMOLITION NOTES:
1. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE
BEEN OBTAINED AND NECESSARY PRECONSTRUCTION MEETINGS
HELD, PRIOR TO COMMENCING WORK.
2. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF
EXISTING UTILITIES IN WORK AREA PRIOR TO CONSTRUCTION.
ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER
IMMEDIATELY.
3. CONTRACTOR SHALL PROTECT AND PRESERVE ALL IMPROVEMENTS
ALONG THE PERIMETER OF THE WORK AREA. ANY DAMAGED
IMPROVEMENTS SHALL BE REPAIRED/REPLACED AT CONTRACTOR'S
EXPENSE.
4. ALL SILT PROTECTION AND EROSION CONTROL MEASURES MUST
BE IN PLACE BEFORE SAWCUTTING, CURB AND PAVEMENT
REMOVAL, OR REMOVAL OF EXCAVATION MATERIAL.
LEGEND
SILT FENCE
CLEARING LIMITS
DIRECTIONAL FLOW
TEMPORARY -----------
I V'
----------'V' DITCH
TEMPORARY o�
CONSTRUCTION ENTRANCE 0 0 0 0 0
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ROCK CHECK DAM \
INLET PROTECTION 11
TREE TO BE REMOVED 010"COT
ASPHALT TO BE REMOVED
EX. CURB TO BE REMOVED - - - - - - - - --
e d a
CONCRETE TO BE REMOVED " a-
SAWCUT LINE - - - - - - - - - -
CONSTRUCTION SEQUENCE
TEMPORARY EROSION CONTROL
AND SEDIMENTATION PLAN
TEL. VAULT
POWER POLE
ao^o a°'b W/UNDERGROUND
t
t ABOVE GROUNDx LIGHT J -BOX IE 18" CNC=394.58
NGPA
POWER CABINET TEL. J -BOX TEL. RISER \
' °�. 4 t(UGl SDMH-I WETLAND SIGN
I(U�) T �• -' LUMINAIRE CABLE VAULT
--g0 397. �1. _ T(UG) -� T 396.98 �b o°� 396.8
S�^ 397.32 0° �6' - - - - - (�__::316
41 - - - ruc LIGHT J -BOX CABLE VAULT
t - - ° °IDEWALK see (-z - �?
V�AY II _ - - - r( _i(U6)- - -
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39751-- ___+"1______'i°j6 '6A� ,-�(
- - == - ----------------------+-- ----------396._1 0 SD
^0e STREE� LIGHT 397.01 -396.8------- --_ ��sD SD
b0 CU -Rb -DROP----- -- ------ =� ____-_-_-----------} i=------------- � � SD
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1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY W JX °o° titi ° ��L I- \_________________________________ - --J-9
-: 396.50 0 396.01 'GUTTER
' �° + ° 396.14 °` b� VERTICAL C VRB ° �� W -----
RENTON OFFICIALS. ^�° ,o - W ti w 396.44 6 h
2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC S ° °� �o r---- W
SUPERVISOR. \ - - - _ tii SINS LE WHITE STRIPE SS - 1 1 CB -H W
3 INSTALL FLAGS FOR THE CLEARING AND GRADING LIMITS FOR °^� ?1 < S 'S� I _SS - - SS "' P
SDMH-G
397 9 �9° SILT FENCE ,0�0
39 - - --�g?1 4
POWER P0_r �TTE� -* 1 a b o
39
39
_ °
__--- -0 -69 ---_-} } _
tl�/ .y�i 398. _ _
� W+�;o8-34 � Ai 399.18 -- e
99.34
�+ I N.E.S 377.Itl� �• `7.
PROJECT AS SHOWN. CONTACT THE CITY FOR INSPECTION AND �" DOUBLE YELLO STRIPE 0° I N a �S SS MH SS o°. boo'
��� ;N4TH STREET SSMH-B �� 00 N85'45'34"W - -
APPROVAL PRIOR TO CLEARING AND GRADING ADDITIONAL LIMITS. �� ° TEL. MH W/C + 6 "'
4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. ° °� DOUBLE YELLOW STIR E TO REMAIN. a6 °$ I °° =62M o, W o a ti 79' FOUND ;,3"BRASS e SSMH-Coo.
W `� ADJUST RIM ELEV °° 09 ' ' o a ,a0 SURFACE MON. a0 a + bb0 0
5. INSTALL TEMPORARY FILTER FABRIC FENCE AS SHOWN. INSTALL C, �` o - °� �� PO R P a o.
ADDITIONAL FENCE AS NECESSARY. _ *'_o G o` MAILBOX °° POLI; TO MATCH FINISH 15 obo b°o
- �,, - rn - - - - (TO BE REMOVED TO BE RELOCATED GRADE. REPLACE °° ' ' TYP.) o°�^ -(WGES # °° b° `
6. INSTALL INLET PROTECTION ON EXISTING CATCH BASINS. INLET g v ( ) - G FOUND 3" BRASS 6b . °
0§ U m 6 AND REPLACED) g -q LID W/NON-SKID - - PER �IL SdT C24 G G °0 a.
PROTECTION SHALL BE INSTALLED ON NEWLY CONSTRUCTED ~�^ o b�C I I ( POWER POLE- _ _ CE MON. = G �� a
6. 396. IF NECESSARY rC®-D I -�� - - - EX SDMH TO R6AIN- --}
CATCH BASINS AS WELL, THROUGHOUT THE CONSTRUCTION - 0 0 W LUMINAIR Lo WCCS oo.
�° _ ___ LK_ ° ° (T0 BE REPLACED) o` / P�OTECT FROM DAMAGE �= +
PROCESS. - �oh - ------°' -� E " ye (TO BE
6 D) °°0 (N 1/4 COR) - - \ +- -
'�-___-� -- 5=-B �i°t= 0 395.85 ^��+ (V 398.41
7. CONSTRUCT STORMWATER DENTITION POND. FENCE TO BE ° ° ' `� -+ -- ° _ ' 398.93 �. v �0• 6
PROVIDED AROUND POND DURING CONSTRUCTION. * ° �3�s )s �s' OH ° ° +� _ _ , ° , @ 0' _39 22___ 399, _ ____ `a4
YA
O 395.11 i 395.58) - � - - &-�-- -
35 M�I 395.56, 6� w-- - A BOX ° -�� -- -__ __----=t-$,, (UG
8. GRADE AND STABILIZE MAIN ACCESS ROAD. +(SER POLE u°�'�° ° _ �, �° 0 399.41 )
SPEED SIGN CB -B s5s +_,______ oh' = 6�'EX`f1jUp OCATE a - .� �o b •ti
9. TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF W-UMINAIRE h a a
395164 MS B. -'S$$'b2 59 E 230.07
l (TO BE REMOVED AND WATER METER I o + °�e +�°^ r�0i- - 039912 ® 2 3 e bo o0
RENTON ROW. CONTRACTOR TO COORDINATE WITH CITY OFFICIAL I ( g° ' / ° ° r L'OT I + �' - - LIGHT 6 y. +r + o
1 REPLACED AS W/CB GRATE .�o °o I a I yb b + ° + °TEL 399.0 aoo.1 aoo.z c
FOR TIMING OF ANY CONSTRUCTION WITHIN ROW. * ° h TOB STREET LIG T b6
TO REMAIN, PROTECT' v ° °° e ° I ti ( / ti oo. o o'
NECESSARY FOR WATER ( �o ° GA �° �® I b o. RISER- 400.2 ,o
10. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM FROM DAMAGE ��o ° ° I - - -'- -, �° RE D)_ GN . * \°�' _39818 W,(BOX _a
Sys.�3 MAIN CONSTRUCTION) ) °�° o O ° I I - - - - - - (TO BE �ti \ boo + 4 -
SEDIMENT DEPOSITION. 398.70 398 ° °°° ° I" I I EX. WATER METER TO BE 1 I_ _ - I / / RELOCATED) 0 4 $ ° CONTROL W
11. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. WATER METERS . <' °°$�p COT I REMOVED AND LINE TO BE , ILOT jLIGHT o6T / CABINET CB -M Z
12. EROSION CONTROL MEASURES MUST BE IN PLACE AND IN GOOD &VALVE I 0°�: ; I ° I I CAPPED PER CITY OF I a. I I I(TO IBE Z- b 10"4T
b�. FOUND 5X8" RS A$' & CAP, I °° °o o T I 1 I RENTON REOUIRMENTS. I d t- - kyOV b 7"COT WOOD FENCE J
REPAIR PRIOR TO ANY ADDITIONAL CLEARING, GRADING OR °°° �_� °
CONSTRUCTION. STAMPED "WING LS #11926* 1 I°°(° ° C �° + b r a I I I/ CL
I o °° °° ____ -1=---�- -��- �. A PALT II
:.....
13. MAINTAIN AND/OR COMPLETE TEMPORARY SEDIMENT AND EROSION ° moo0. :: � 10 °� - - 1 + T �+ AND B� TO 6.1E 1�" CNC=392.84 Q
CONTROL POND. I------=-5� u .:.:. o� °o C° I I BE M D II */ _I
EXISTING 395.12 I ® EX. ASHPALT ,0°
A) STABILIZE THE POND WITH TEMPORARY SEEDING OR I o..' 6,�
BLDG 6b`'" 8.58 AND CURB TO r•r • I 26'CO
PERMANENT PLANTING DEPENDING ON THE TIME/SEASON OF _ °b o b ' . :'. • r ' :.I II II I MPORARY SILT FENCE LI-
�394.61 g ° °o 0�� BE REMOVED �. >•_•::: •,•.••,. '„,�;..:: ..: :�.•: II W'
COMPLETION. INSTALL PERMANENT PLANTING AS SOON AS THE, q �0 EX. CONCRETE:. ::`;.:: �;;-�,: I I * I(PER DETAIL SHT C23)
TEMPORARY CONSTRUCTION E ANC I WATER + �. I a h
WEATHER ALLOWS IT. I b� I o ° °° °° ° ® TO BE
(PER DETAIL SHT C23) - ° o I II T % 1 - REMOVED% ::'°•.:'.:, : " ;,' j * II
J 1
14. INSTALL INTERCEPTOR DITCHES WHERE SHOWN, ADJUST AS 394.49 I I
NECESSARY DURING CONSTRUCTION TO MAINTAIN POSITIVE I ° ° l ~' I 10"C T
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° �� o 19"COT I �q . ~ :,•�
DRAINAGE TO THE POND. ti ab° o..• I �°
EX CB EXISTING ti ^ ° :.. $ j
JUTE MESH MAY fib. + o ° h ; :..`.:• r '. ~ o b�.
14. AMEND E.S.C. FACILITIES AS REQUIRED. TYPE 1 BLDG I$ °til•. • :• x • , • : ••' • ' �� 7"+12" I I PROTECT EXISTING TREES FROM DAMAGE
BE REQUIRED +�° �° ,...', : :" ti� .. "•:•. :. y I I COT
RIM=395.13 o I 10"COT r•�� •_ = ... ' ::.,:�°� •:;
15. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES TO STABILIZE
IE=392.28 12" S I 6 y
( ) * AAO 395.40 SLOPES - - - -I I Tt °'� M ��+�
PAVED ROADS, CARE MUST BE MADE TO MINIMIZE THE r' r J I ',. ° .'.: •i:� +
FOUND 5/8" REBAR & CAP 0°° 6 EXTRUDED FOB I
TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF STAMPED "EWING LS #11926" I / e _^ � _ _ o- "' �." 0� L s s I
FOUND 5/8" REBAR I a 0 °
SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD 0 b - - - - - ° - °° 6" �OT
& CAP STAMPED o° ,°,�,'' 0.1'±E X 0.1'±S OF I °�. �- - - - - - -+�
SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. "EWING LS #11926" PROPERTY CORNER ��, ,pry � �
a ++ + I I I ti LOT LIGHT +
16. ALL DISTURBED AREAS WHICH HAVE BEEN EFFECTED BY ° . 3` 16 395.09 II _ _ _/o� l
,y ,y , " 395.26 11.90 I ,�° +�� I I I ,5"G(bTy,
GRADING OPERATION SHALL BE HYDROSEEDED OR COVERED EXISTING b`v 88'02 59 W 100.03'°5 b0' 061 67 6`'• li +'II + ° + �a
UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE BUILDING * - r_ ° I + �I I I I WETLAND "Z" I I I I f
WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CLEARING LIMITS
CONTROL NOTES SHEET C23. I + / a a I I
IE 12" ADS=394.35 6 1 i -- a n r` `� v I l Z-4 r1
17. CONSTRUCT UTILITIES PER APPROVED PLANS / // +�° - r'r- �� �_90 I I /07" OT
+ I I
18. CONSTRUCT BUILDING AND SITE IMPROVEMENTS a� / 0 ' - - - - - - \,`_ _ 1' ^' "' '` I I / / 6"110"COT
+y ap �+ ,'�,;-----�: ��. ,:.:.:�98''` n I m: W
19. FINE GRADE SITE AND PAVE // `� / / \ °' I / I 7"COT
turn � ///%y //>`9, � �,` "- ° I Mi ^)
/ / / %�, "'� / 15"COT
20. CLEAN UTILITIES AS REQUIRED /^� / / 3 I +'� r- + I I /
21. INSTALL LANDSCAPING AND LIGHTING•'..96 ' ► I I 0 I /
�M, I�� I I b +°° °°�"COT 6° fu COT
STORMWATER DETENTION POND TEMPORARY'V DITCH + a
22. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF MIN TOP OF POND = 399.0 I/ * ' ' �I�r +0° '7" , I + ao ]\
39 '- �. � W/ROCK CHECK DAMS
EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND MAX WS - 397.8 o IIII ��;.:.r4:t , o°
n �,- I I I co PER DTL SHT C23 0 I 6"COT ��"C T
PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND TESC MAX W.S.=397.75 (n I "' `j ":;' I III I rn ( ° ) ti 04
TOP OF SEDIMENT STORAGE = 394.25 I I I I ao - - + * * COT
FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN WATER INTO I 1 a::. I I I I I I ,� + / �� �- I
STORM DRAINAGE SYSTEM. TEMPORARY EROSION & POND BOTTOM = 393.0 `: 0
+ I I Iv VIII 6. .-I °0 , a
,', ' ; ti ~ 7"COT SAVER DAM
POND TO BE CONSTRUCTED AND USED IIIM VIII 1 * +
SEDIMENTATION CONTROL FACILITIES CAN BE REMOVED ONLYAS A TEMPORARY SEDIMENT POND VIII IN PROTECTION Z 7"COT
= I I I o
UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY IM� I I II I I I N
Ka,THROUGH CONSTRUCTION. '(TYP)
OFFICIAL. 2I (PER DTL SHT C24)(L) �°
o N78
"" C O CT o
+23. COMPLETE INSPECTION/PUNCHLIST rn1 l
TEMPORARY SEDIMENT RISER 1399- T
(PER DETL SHT C21) m + P,b / y��'' \, 20' DRAINAGE EASEMENT
SEE SHT C5 FOR PROPOSED :III /IIII \ + °°,/ +�a^ A-22 0° \ I AFN 8611251008
STORM IMPROVEMENTS �� i �i i # 399 9" l , A-20 6"COT
HYDRANT M -_--_-_-_-_-_-_-_-_
W/BOLLARDS-------- --- 400 -__�
SD 399.9 +'•� � °0e .yeo' 9' GOT
06 �a .zo i' "S88•06' 15"E D230.0 '/ 4'18 (DUPLICATE) \ \ I 6"COT
WET SEASON CONTROL MEASURES �a GB N S88'06 15 E 100.03" EX DED; �t,RB, + ; 1 -+
IF SITE SOILS ARE EXPOSED FROM OCTOBER 1 TO APRIL 30 THE °°b0 v _ w °°�,0G6 I / �,' , ����' X16 _ S�� +
SITE WILL BE SUBJECT TO WET SEASON REQUIREMENTS, INCLUDING: 1
A SEPARATE WET SEASON ESC PLAN SHALL BE SUBMITTED AND
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APPROVED BY THE CITY BEFORE CONTINUING WORK.
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EX. CATCH BASIN
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EXISTING BLDGAND CURB TO
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STAMPED "EWING S #11926"
+ 0.1'±E X 0.1'±S OF
TO REMAIN.
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�� BLOCK WALL
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PROPS TY CORNER
TYPE 1
INSTALL TEMPORARY
0°0�0
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RIM=400.13
CONSTRUCTION FENCE
IE 18" ADS=393.66
+
A-11
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PROTECT EXISTING
FROM
IE=391.85 (12" N, E)TREES
AROUND POND DURING
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DAMAGE
CONSTRUCTION AS REQUIRED�v
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BY CITY OF RENTON.
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SURVEYED- SCALE.
DESIGNED- 1 "=30'
KEH
DRAWN.
RDC/KEH ONE INCH
CHECKED- AT FULL SCALE
KEH IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED- SCALE ACCORDINGLY
JGH
VERTICAL; NAVD 1988
HORIZONTAL. NAD 1983/1991
DATUM
CITY OF
RENTON
Plonning/Building/Public Works Dept.
By:
By:
By:
By:
RECOMMENDED FOR APPROVAL
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<7./A(G ENG�N�tG
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
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38950 p �4
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6/11/2018
I Aaaress:
4815 NE 4TH AVE
RENTON, WA
TEMPORARY EROSION
CONTROL
AND SEDIMENTATION
PLAN
wing Ivo.:
C4 of 25
AS BUILT S TORAGE ONE ON 4TH EXPANSION
Permit NO. U15008468
4815 NE 4TH AVE
PAGE:
DRAWING W.
ISHEET- OF:
R-389604
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Project #: 12740
I Aaaress:
4815 NE 4TH AVE
RENTON, WA
TEMPORARY EROSION
CONTROL
AND SEDIMENTATION
PLAN
wing Ivo.:
C4 of 25
AS BUILT S TORAGE ONE ON 4TH EXPANSION
Permit NO. U15008468
4815 NE 4TH AVE
PAGE:
DRAWING W.
ISHEET- OF:
R-389604