HomeMy WebLinkAboutR-404103GENERAL EROSION & SEDIMENT CONTROL NOTES TAX PARCEL I i I POST -CONSTRUCTION SOIL QUALITY
"*41. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, APRE- CONSTRUCTION MEETING #0087000194 I AND DEPTH NOTES �WDOE BMP T5.13)
00 SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND �o i TAX PARCEL
O� THE APPLICANT' S CONTRACTOR. 0 1. SOIL RE7EN710N. RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO
J0087000260
THE MAXIMUM EXTENT PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND
(Z 2. 7HE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATF DEPAR7MENT OF ECOLOGY ( �� LOT 9 I STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED CONTROLLED AREA NOT
ECOLOGY) CONS7RUCTION STORMWA7ER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE 17013 106TH `� I /
O , / 17006 106 TH L 0 T 18 ADJACENT TO PUBLIC RESOURCES AND CRI71CAL AREAS, TO BE REAPPLIED TO 07HER POR71ONS
APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY AVE SE 1 `../ \� � THE PLAT OF x 1
ASSOCIATED WITH THE CONSTRUC77ON STORMWA TER GENERAL PERMIT. I I ��� AVE SE R OF THE S17E WHERE FEASIBLE.
� AKER S FARMS N0. 5 WOOD WALL LIES 0.8' � �
ti BLOCK 4 LOT 9 NORTH OF PROP. LINE o a 2. SOIL QUALITY. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED
J. THE ESC PLAN SET SHALL INCLUDE AN ESC CONS7RUC77ON SEQUENCE DETAILING THE ORDERED S7EPS ��� \ \ yOLUME 40 OF PLATS, PAGE 27 �- <b•
7HAT SHALL BE FOLLOWED FROM CONS7RUC710N COMMENCEMENT TO POST- PROJECT CLEANUP IN ORDER - - : I ' \` f x FOUND IRON ^ 0 �OQ BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS
TO FULFILL PROJECT ESC REQUIREMENTS : : o I \` 'Y \� 299.62(C) 3 () _ PE 0.80' p�� p� ALL, A COMPLETION, DE FOLLOWING.
/'--- - ------ 408--------------------- QF __ k ��` fR 1RUCIURAL FILL 0 SLOPE SHALL, T PROJECT COMPLE MONSTRAIE THE
I l ' 88°15'l l " E' 00 00 P
` �O ��� _ - / mac. A. TOPSOIL LAYER WI7H A MINIMUM ORGANIC MA TIER CON7ENT OF 10% DRY WEIGHT IN
4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF rroo : I:: '� :: -- . : Y� _ _ �� � _ `��¢- 0 - �0690 �0� 1p I -- I -'--------------------------- 406-_-OR.��X DITCH PLANTING BEDS, AND 5% ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0
l - _ PROP
�I VEGETA77ON PRESERVAT70N AND TREE RE7EN7TON AS PRESCRIBED ON THE PLAN( S) SHALL BE CLEARLY ;: : I. I::: / \ '� .� .� _ _ _ _ I _ _ _
DELINEA7ED BY FENCING AND PRO7ECTED IN THE FIELD IN ACCORDANCE W17H APPENDIX D OF 7HE CITY I W I; =-I: ° I �- - - - - - - - �\- - -b - - - _ �` �� 5 BIM FOUND REB,ELEV.S - TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE
1 / \ - - - - - - - - - -� _ _ _ EX405• A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF
OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON SWOM) PRIOR TO THE START OF CONS7RUCTION. y----------------- - - - - - - - - - - - - - - - - - CAP LS 28238
I: ::I: �00 I } �o - - - - - - - - - ��� t # INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRI7ERIA. SUBSOILS BELOW THE
DURING THE CONSTRUCTION PERIOD, NO DIS77JRBANCE BEYOND THE CLEARING LIMITS SHALL BE 1 off ��I d I \ o __ _____--- - - - - - - - - - - 5. 10.43' N43°W OF
I' I \ \ I 406 ------------- - - - - - - - - - h� I TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WI7H SOME INCORPORATION OF
PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ ESC SUPERVISOR FOR THE W I : r:: I I __ ________-- PROP. COR
DURA77ON OF CONSTRUCTION. I: { 1 j ` LOT 2 \\--- �� i THE UPPER MATERIAL TO AVOID SIRA 77FIED LAYERS, WHERE FEASIBLE.
00 C3�t I: ; ; I 400°5 �
5. STABILIZED CONS7RUC77ON EN7RANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION - 4'Q�8' \ 5,100 SF \� I j �L D I B. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL
.a I SOIL AMENDMENT REQUIRED. I I
AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONS7RUC7ED C. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT N
WHEEL WASH SYS7EMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE >c I; : , : r. k I I \\ `� I y SEE NOTES, THIS SHEET
W I I I TAX PARCEL REQUIREMENTS. N
KEPT CLEAN AND TRACK- OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF 7HE I �: ; ::j I I W ��'� I 1 , #0087000265 I a
I� PROJECT. IF SEDIMENT IS TRACKED OFFSI7E, PUBLIC ROADS SHALL BE CLEANED 7HOROUGHLY AT THE :I^ t W 1 ` 404 1. THE ORGANIC CONTENT FOR PRE -APPROVED AMENDMENT RATES CAN BE MET ONL
• 1:;: - - I v� W a i� --- -
'� END OF EACH DAY, OR MORE FREQUEN7LY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT I :;:;:;T;:;._- - II \` I �`� ______________________ USING COMPOST MEETING THE COMPOST SPECIFICATION FOR BMP T730: BIORETEN770N CELLS,
ti
FROM ENTERING WA7ERS OF THE STATE. 90 is ::1 ' I W ` j \\E / _ -- __ ---_ 404_ /j O
I \ ' �� 7 LOT 10 \\ 4041 SWALES, AND PLANTER BOXES, WITH THE EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35%
��� /' I i �,��� r� BIOSOLIDS OR MANURE. THE COMPOST MUST ALSO HAVE AN ORGANIC MAT7ER CON7ENT OF 40%
6. WASHOUT FROM CONCRETF TRUCKS SHALL BE PERFORMED OFF-S17E OR IN DESIGNA7ED CONCRETF ,I: i : : 7 WI . L I V i __ 4 4 _ k� / �o�o� EXISTING
rlftwWASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE (RUCKS ONTO THE GROUND, OR TO STORM *- ' { E - g8 / I I ` 7 1 ' k� o DITCH ELEV.S TO 65/g AND A CARBON TO NITROGEN RA170 BELOW 25:1. THE CARBON TO NITROGEN RA110
TAX PARCEL I I \ I I,�� 1 k� I �\ ��oo MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE
DRAINS OR OPEN DITCHES ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNA 1ED
CONCRETE WASHOUT AREAS J0087000198 t i , I W \ ' ; TAX PARCEL PUGET SOUND LOWLANDS REGION. • •
. I I W I \ \ ; I I;: _:
7. ALL REQUIRED ESC BMPS SHALL BE CONS7RUC7ED AND IN OPERA77ON PRIOR TO LAND CLEARING : • : :I:: : . _ I I 402 -_ i--------� I :.., #0087000300 2 CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED
v.� AND/ OR CONSTRUC77ON TO PREVENT TRANSPORTAT70N OF SEDIMENT TO SURFACE W47ER, DRAINAGE t I I ` LOT 4 40 MATERIAL MEETING (A.) ABOVE, OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON
•:.:.: I::..... I IW W II \ .LOT 3 ---------- __ _ 402 I -�
SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SA77SFACTORY :::::I ::I: 1' I 1 LOT 6 402 TO N17ROGEN RA770 REQUIREMENTS, AND NOT EXCEEDING THE CONTAMINANT LIMITS
17015 108TH
:: I I� I I = II \ 6,O199�SF ��.:::: IDEN77FIED IN TABLE 220-B, 7ES77NG PARAME7ERS, IN WAC 173-350-220. THE RESUL77NG SOIL
4� COND177ON UN77L SUCH TIME THAT CLEARING AND/ OR CONSTRUCT70N IS COMPLETF AND POIEN77AL FOR 17019 106TH ; : ; : , :I , I WQ 6, 000 SF LOT 5 7,202 SF AVE SE
ON- SIZE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER I :I : I IW W I Ito I SHOULD BE CONDUCIVE TO THE TYPE OF VEGETA77ON TO BE ESTABLISHED.
�i AVE SE I. I to 6,556 SF v
CONS7RUC77ON IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE PO7ENTIAL FOR ON- j 1 j o jW e I I I \ d� J. IMPLEMENTATION OPTIONS• THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE
SIZE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND o6 I ti a^, :::I I WI i I \ a I ::.; 1 _ LOT 17 - _ CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW.
REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. . ' : - I j::: : { IW 1'S ° I \ _ r /
LOT 1 _4_00______ ___ f: / 1. LEAVE UNDISTURBED NA111/E 1/EGETA170N AND SOIL, AND PROTECT FROM
8. ANY HAZARDOUS MA7ERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF '
�" = : g6 W ' _ ' 402 _ _ _ I _ r' I COMPAC77ON DURING CONS7RUC77ON.
SHALL BE DISPOSED OF PROPERLY. 1 t 3 5,100 SF - _ 400 _ :
y .' I / I T 2. AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT
C o.:.;. 1 I oo a. / / 2% I i
9. THE ESC BMPS DEPIC7ED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET I 2 o yt� \� 1 \ < . / I / I
\ ��� PRE -APPROVED RATES, OR AT CUSTOM CALCULATED RATES BASED ON TESTS OF THE SOIL
ANTICIPATED S17E CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPEC7ED OR SEASONAL I :-:-
M COND177ONS DICT47E, THE APPLICANT SHALL ANTICIPA7E THAT MORE ESC BMPS WILL BE NECESSARY TO I j : +:.I �. I �L----- \ ° AND AMENDMENT.
ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE DURING THE COURSE OF CONS7RUC77ON, I I::I I a I I �'�_ \\ °
0� 1 I I I I 3.STOCKPILE EXIS77NG TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO
IT SHALL BE THE OBLIGA77ON AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW N I i W ` II I ��� \\�_ 400 "� / I I �v I r.•::
PLAN7ING. STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC
COND177ONS THAT MAY BE CREA7ED BY THE AC77W77ES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER I o - I I
AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PR07ECT ADJACENT PROPERTIES AND i N I I ' W II --T2S EI 8 FOR 398 \ \ o j \ t I I _ _ 400 __ F N MA TIER OR DEP7H REQUIREMENTS, EI7HER AT A DEFAULT PRE -APPROVED RATE OR AT A
I. 1 -�- - - - - - CUSTOM CALCULATED RATE
I - I
WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. I I:::I::::: I I I ,RAMP DE T /LS, T P. . - � . � � �� -'� - - - - - - - - - 7 \ / / I I \ / I
:I I .. , �� ----I- ----------- _ / _ _ TAX PARCEL
•� , l \ / -�i - _ v 4. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CON7ENT AND DEP7H TO MEET
10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM �9 :I I ::::: - - ° '� a° I 1 \ / /i 1 N I - - -I- :a * #0087000298 THE REQUIREMENTS
DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACIL177ES \ • . : I I d I \ / / / I / /�
'� : I:: I4 \ a . 3Q .- 3ga'2 d : ° . �_ _ / to ° a °
11. ANY DEWAIERING SYSTEM NECESSARY FOR THE CONS7RUC77ON OF STORMWAIER FACILITIES SHALL BE 21+43.52 1061H = �, I --� W W W W W W W - W d' ) - a .- _ y,,,, a d ° �
\- - ° . / + \ 17019 108TH MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE SOIL THAT
SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 10+00.00 (1701H) :I.:. ._- • I W �W W W W \ W W W\W W W W W W :a W W i°� =.12.ti 1 1 N.a 1 ALREADY MEETS THE DEP7H AND ORGANIC MAT7ER QUALITY STANDARDS, AND IS NOT COMPAC7ED,
W W y W W�W W = . < W W W W W . W ; W i - A VE SE DOES NOT NEED TO BE AMENDED.
C9 :;I:::l:cc:.l N \ I W '4 - W ./` "\" W �.\ --- ---- ^� W
12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED 1 �., . � "' "' � -� �. ,� ° ' °� - d . �, �, �, �. _ _ _
FOR TWO DAYS DURING THE WET SEASON ( OCTOBER 1ST THROUGH APRIL 307H) OR SEVEN DAYS ` i I \\ \ W / �� W d W
W W
DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 301H) SHALL BE IMMEDIATELY STABILIZED I 9r : - W_ i - \ _w _ w \ W y 1 11 k69`0 �` , W W W W"\ I EARTHWORK AND GRADING NOTES
W17H 7HE APPROVED ESC COVER METHODS ( E.G., SEEDING, MULCHING, PLAS77C COVERING, ETC.) IN-W
CONFORMANCE W17H APPENDIX D OF THE RENTON SWOM. - .: S o \�' -' -i =- _ -`---_ ___ `/ _ - �IQ' 1% - - - / - _ P wg�9 ` 1. NONCOMPLIANCE WI7H EROSION CONTROL REQUIREMENTS, WATER QUALITY
ss 1/ 0TH PL.a,\ 11+00 �� - _ , - W - - REQUIREMENTS AND CLEARING LIMITS MAY RESULT IN REVOCATION OF PROJECT PERMITS, �O
I \ sS �\ 021 ++ 0 ,7 I J. �% - - PLAN APPROVAL AND BOND FORECLOSURES Q
13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION S11FS BETWEEN OCTOBER 1ST AND i t' - I / \ ss \ Ss ss �` , u -
APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. I ` ss 13+00 I
r sD .' ss SS I I 2. PRIOR TO ANY WORK INCLUCING GROUND DISTURBANCE, 7HE CONTRACTOR SHALL
14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE AT7ENTION, SHALL BE 1 �9 I W `W W W W W . W . . W . W W ° / W / W W W W W W W e °° W W W W W W W W W W W / CONTACT 7HE CITY OF RENTON TO SCHEDULE APRE-CONS7RUC770N MEETING. 00
ADDRESSED WITHIN SEVEN ( 7) DAYS -, , W W W W W W. W a W W W I W W W W W `W / / /Y W W W W W W W W W W W W
W ° W W aW ° J. PRIOR TO ANY SIZE CONS7RUC77ON (WHICH INCLUDES CLEAR/N/LOGG/N, DEMOLITION, OR • .
15. 7HE ESC BMPS ON INAC77VE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A 1 °N :i �3 IW W °\ I ° / �96n8 ° ° ' W° W 1 GRADING 7HE S17E, CLEARING LIMITS SHALL BE LOCATED AND FIELD IDENTIFIED BY 7HE `
.\..:I' g%J W --e .'°-a1/ W �J9 -� °' W W W W W W W W W W W W W •�W -W ,: W W W W W W+W WI W � � 1
�' \ W \I 7� --T<, a\ `fig / - l CONTRACTORS SURVEYOR. V MONTH OR WITHIN 24 HOURS FOLLOWING A STORM El/ENT. INSPECTION AND MAINTENANCE SHALL OCCUR I I I o , 'd f
EX. 12" C C VERT (REM.) ; : :� : : I :::.:: � � � rn - °... I \ � I - . - .. N / / _ _ °. •• / - . ° • ' • �� ' ' . ° � ' •. Q. � .. .e - ?9g W °. W - ° I / /
MORE FREQUEN7LY AS REQUIRED BY 7HE CITY. :i:�.� y N \ - /
N LE.=391.89' s I • C a , l 4. ALL EAR7HWORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF RENTON
16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY : :r: 1 r (- - - - - - - - _ _ \ j i B �\ 12+69.54 170TH = = a �/ / STANDARDS
STANDARD PLAN 216. 30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN :I a 1 ` - a.. - L-�30+00.00 (HAMMER I
500 FEET OF A DISTURBED OR CONS7RUC77ON AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL a . -1 - - - - - - - _ _ _ 5. ALL S7RUCTURAL FILLS SHALL BE COMPAC7ED TO A MINIMUM OF 95% OF MAXIMUM
1''':t `9 W I I I I / ° ° N ' e a DENSITY BY MODIFIED PROCTOR TEST UNLESS SPECIFICALLY INDICA7ED 07HER�MSE IN THE
BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY EX. 12" CONC CULVERT (REM. 1: = : ::::. = W \ I \ I, / \ / ° .
INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. I::: t o I
I.E.=390.71' I;:: :::::t W I I I \ II I \ / m ° 400 I SPECIFICATIONS
17. AT NO 77ME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN I I I\ \\ II °• $° ° _ I \ a a I I 6. APPROVAL BY CITY OF RENTON OF THE DRAINAGE AND TEMPORARY EROSION CON7ROL
Iro: 2 �� 394
SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING : jw :.:.: W W 1.5% I I -- \ I I / \�� I j \\ �O a 1j PLANS DOES NOT INCLUDE APPROVAL OF THE GRADING AC7IW77ES SHOWN HEREIN. GRADING
OPERATION SHALL NOT FLUSH SEDIMENT -LADEN W47ER INTO 7HE DOWNS7REAM SYS7EM. �90 :; j: :Ic+: .I i W W j I \` LOT 11\ II I I \ f 1 b 1 AC7IW71ES WITHIN THE RIGHT-OF-WAY REQUIRE A PERMIT FROM AHJ. GRADING ACTIVI77ES ON
0: 1 I II \ I I ' I I I ADJACENT PROPER7IES REQUIRES WRITTEN APPROVAL BY THE ADJACENT PROPERTY OWNER.
t : .1:: �.,: I of \ 5,100 SF
18. ANY PERMANENT STORMW47ER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL ::::t: :I�: / I WI W NI I \ I I /
BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF TAX PARCEL 1:: : : i : : =�: b I `� I ��� \\ \� ` 398 / I I 7. GRADING AND EXPOSED SOILS MUST BE STABILIZED BY OCTOBER 157H AND NO
THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFIL1RA170N SYSTEM IN ITS PERMANENT t:::::`�:I M WIW= W o I \ ` ----- --- / I I 398 I TAX PARCEL EXCAVATION TO BE PERFORMED BETWEEN OCTOBER 31ST AND APRIL 1ST UNLESS
11::.: I I / I I - --- 398
ST47F, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO 7HAT THE BOTTOM AND SIDES ARE AT 0087000203 I I,.::1 ::: W' Z. I 9 ___ I J0087000295
;.;.;::• IW . _\ � \ �396 / I ----- --- I CONTRACTOR HAS OBTAINED WRITTEN APPROVAL BY CITY OF RENTON.
LEAST THREE FEET ABOVE 7HE FINAL GRADE OF THE PERMANENT FACILITY \\ LOT 10 / I I I ' / I \ \ LOT 16 8. MATCH EXIS77NG GRADES AT EDGE COND177ONS AND PROVIDE SMOOTH 7RANS1710N.
19. AREAS DESIGNATED ON THE PLAN( S) CONTAINING EXISTING STORMWA TER FACILI7ES OR ON- SITE I ::'::I i W , \ II I \\ \\\ �Z_ , 5,708 SF it LOT ,,�QT ��- LOT 7 I I� I� 17023 108TH
BMPS ( AMENDED SOILS, BIORE7ENTTON, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND t I i I w L �\ N� �_3 2 _ �\ \\ \ I 5,709 iSF 5,710 SF `�\ i AVE SE 9• SLOPE FINISHED SURFACE A MINIMUM OF 2% AWAY FROM 7HE BUILDING FOR AT LEAST
PROTECTED USING ESC BMPS TO AVOID SEDIMENTAT70N AND COMPAC77ON DURING CONSTRUCTION. 17023 106TH
1 I lol I - _ ___ \3 4 �n� �, I 7,394 SF TWO FEET ON ALL SIDES OF 7HE BUILDING UNLESS N01ED 07NERWISE.
AVE SE N i I 'Iw W J • `.� \ .I ; TAk PARCEL i �� I 10. COORDINATE FINE GRADING FOR SURFACE DRAINAGE WITH LANDSCAPE INSTALLA710N.
20. PRIOR TO THE BEGINNING OF THE WET SEASON ( OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE
INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER : =: : E I 3 I I IW I� 0087000270 1 i I / FINE GRADING FOR SURFACE DRAINAGE SHALL OCCUR PRIOR TO PLAN77NG AND MULCHING.
J96RAINS DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE I :=_: :I: I I i I L a°d I 1 `� 1i ----- --_ , / `\ ji IN / GRADE TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT B01H SUBGRADE AND
1. I . ; .:.:. I I .I ° 1 II 3 I--t------7------------ --- f I FINISH GRADE.
WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND 7HOSE AREAS TO REMAIN ::: : i :: l _ _ _ _ _ _ i
' ---=+ `' 7E Tlo V� Lr I; I ; LOT 11 I
UNCOVERED SHALL BE SUBMIT7ED TO THE CITY FOR REVIEW. :::: : I ti :. %L��
I I oa `' \ II I 11. UNLESS INDICATED OTHERWISE, 7HE EARINWORK OPERATION SHALL AMEND THE SOILS
:;:;:I.:: 30, 22 F (EYE 11 V UM `7 / I
.I::: / I ___ / FOR NON -PAVED AREAS WITH THE FOLLOWING MINIMUM. 3-INCHES OF COMPOST TILLED INTO
21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT S17E SHALL BE STABILIZED TO PREVENT / I 1 , CF WA R I�,,��qL IY OLU I I i 1 1 I
1;;:1... I W I ( '1' I -- / , \ , I I / THE TOP 12 INCHES OF NON-STRUCTURAL FILL AND NATIVE SOILS ONCE AMENDED PROTECT
SEDIMENT- LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND 1. ; . 1
STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR 1 I::: I I `� I __ _ SOILS FROM OVERCOMPAC710N. IF AMENDED SOILS BECOME OVERCOMPACIED THEN RESTORE
I.. q I �� / / \ /i , I I / AT NO ADD17IONAL COST TO OWNER.
FULLY FUNCTIONING CONDI7TON. ALL DISTURBED AREAS OF THE PROJECT S17E SHALL BE VEGETATED OR I: I W 7 \ I
1 E: i 1= W I I to 1
OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED ° I 1 I \ '`�� I I I '?�� / 12. FINISHED GRADING FINE GRADE BENDS TO CONTOUR LINES AND GRADES SHOWN ON
AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. t : 2% I - \ \ 1 1 \
1 ::: t : Y I \ I ► \ / I / i / \ I DRAWING, 1/4" BELOW THE LEVEL OF ADJACENT WALLS, WALKS AND CURBS UNLESS N07ED
MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. :. ; t ; ; t ; . ; ..: I I \ t I , I / / J
W -°I,39¢o OTHERWISE. ALLOW ROOM IN PLANT BEDS, COORDINATE WITH LANDSCAPING PLANS FINE
22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. z Ss : t ; : ; : y ++ I I 4 _ _ _ _ _ ,i // FINISH TOPSOIL TO MAKE SMOOTH AND EVEN AND REMOVING ALL EX7RANEOUS MAT7ER.
ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD C,-) a t.:::
RIGHTS- OF- WAY SHALL BE CONS7RUC7ED IN ACCORDANCE WITH CITY STANDARDS ROCKERIES OUTSIDE �'Q___OF ROAD RIGHTS- OF- WAY SHALL BE CONS7RUC7ED IN ACCORDANCE WITH THE IN7ERNATIONAL - : i SD - �\ ��� 5�0 - \_ 394 /'- _--_____- - - - -r� - - - - - - - - - - - kp
I r ,g /I
BUILDING CODE. W m :::::: . I e S SD- SD SD - FOUND REBAR & CAP LS
1'':::: O SD �� /
SD #29537 0.4' N13°W OF PROP.
�'/ ` ` ! THE PLAT OF --- COR.
�, ,, S 8873'37" E
> ' + 4 17024 106 TH Y J (> - -
Q AKER S FARMS N0. LOT 12 299.77 C 300.00P - CHAINLINK FENCE RUNS
AVE SE BLOCK 4 ALONG PROP. LINE
ME 40 OF PLATS, PAGE 27 '
DRIVEWAY TABLE:
LOT#
q STATION
OFFSET (FT)
WIDTH (FT)
1
10+82.11
10.0 LT
12
2
20+22.69
15.5 LT
12
3
11 +30.50
10.0 LT
12
4
11 +80.50
10.0 LT
12
5
30+55.17
10.0 LT
12
6
30+39.70
10.0 RT
12
7
12+80.50
10.0 RT
12
8
12+30.50
10.0 RT
12
9
11 +80.50
10.0 RT
12
10
11 +30.50
10.0 RT
12
11
10+83.39
10.0 RT
12
R-404103
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
I
DEVELOPMENT ENGINEERING
GRAPHIC SCALE Michael Sippo 06/22/2023 ,O
20 0 10 20 1
NOTE.MODIFIED CEMENT CONCRETE DRIVEWAY ENTRANCE 104.3 ALL DRIVEWAYS EXCEPT LOTS SCALE: 1" = 20'
• � � oD n• k�,�� 5 & 6. SEE DETAIL SHEET 7
PER CITY OF RENTON NAVD 1988 COMMENTS TLK 1-6-2023 NEM VERTICAL: •
SURVEYED: SCALE: rr
Q. " , HORIZONTAL NAD 1983/1991 C T Y O I Renton Subdivision
_ 1700 NW GI LMAN BLVD, STE 200 4 PER CITY OF RENTON COMMENTS TLK 9-30-22 NEM DESIGNED: NEM 1 =20 ® 17018 & 17022106th Avenue SE
4) ISSA UAH WA 98027 3 PER CITY OF RENTON COMMENTS KAL 5-18-21 KAL DRAWN: '� RENTON
�o 39374� 0r' CIVIL 2 PER CITY OF RENTON COMMENTS KAL 6-17-19 KAL TLK ONE INCH DATUM Renton, WA 98055
Know what s below. sslorra �s ���� PHONE: (425) 821-5038 1 CONS7RUC77ON PLAN SET KAL 9-24-18 KAL CHECKED: NEM AT FULL SCALE Planning/Building/Public Works Dept.
Cal I before you dig. NO. REVISION BY DATE APPR APPROVED: IF NOT ONE INCH
SCALE ACCORDINGLY GRADING PLAN
NEM
DATE:
1-6-2023
FIELDBOOK: O
PAGE: N
DRAWING NO: ►ni
SHEET: 3 OF:19