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HomeMy WebLinkAboutLarge FormatI Y O O U O w o Gi 3 �o Uri C� r z z q .< m 0c?_j � �Wzz (5WQ0 U I Q WZF= W ir J co =O W [L 0 Ir Ill Cc O~® o9z V a W w Y d V Ir\ I; U J Z L — = .0 O w � O U CV E--1 o w J U o '�' +, N Q � w O rn m M � m o� o zz Q a .. UQ Q �Z w� �N 0 0 O w U LLI V Ir\ I; U J Z L — = U � O z � O U CV w Z ��Q DRAINAGE, E.S.C., Cz II w Z� R 10 o w r > V' U � w REHABILITATION z 0 V) w r w LLI V Ir\ I; r\� r\ I I — 1 o U 0 o 10 I 1 — \ DRAINAGE, E.S.C., z REHABILITATION w w .3 OF 10 o 1 — r > Z E.S.C., � w REHABILITATION PLANS — EAST rn ¢ PHASE a CROSS SECTIONS V O SANITARY SEWER MANHOLE (SSMH) U Q 0 :5 OF 10 PHASE 2 — rz DRAINAGE, E.S.C., AND REHABILITATION PLANS — WEST :6 OF n PHASE 2 — GRADING, INTERIM DRAINAGE, E.S.C., AND n PLANS — EAST .7 OF 10 PHASE 2 — Q F SIGN JJ o CV GRAVEL 0 w 10 PHASE 2 — CROSS SECTIONS --w ------ 'w -r +-- 0 DIRECTION OF VEHICLE TRAVEL � .9 OF 10 NOTES AND W —c c— GAS LINE ® SURVEY MONUMENT (AS NOTED) T(UG) x BENCHMARK — P(uc) POWER UNDERGROUND x POWER OVERHEAD + SECTION CORNER (AS NOTED) X CHAIN LINK FENCE • FOUND REBAR/CAP (AS NOTED) —0 BARBED WIRE FENCE ❑ FOUND LEAD/TACK r Oa // WOOD FENCE 0 SURVEY CONTROL STATION z 0 V) w r w A �� A )TA Ar—nIT^ '�------- /—\, nr\ 1 MLI V I .. t ..� V Ir\ I; r\� r\ I I — LUMINAIRE (LUM.) G w .2 OF 10 I 1 — \ DRAINAGE, E.S.C., z REHABILITATION PLANS — WEST .3 OF 10 0 1 — GRADING, INTERIM DRAINAGE, E.S.C., AND REHABILITATION PLANS — EAST .4 OF 10 PHASE 1 — CROSS SECTIONS O O SANITARY SEWER MANHOLE (SSMH) COVER SHEET - GRADING, INTERIM DRAINAGE, E.S.C. AND REHABILITATION PLANS A PORTION OF THE S 1/2 OF SECTION 13, TOWNSHIP 23 N, RANGE 4 E, W.M., RENTON, WASHINGTON LLLL--L �, I 7y r �J S. W S UNtsC-r I I \ _ BLV ^I IN IQ UI V—I— I \ /Ir1A! VII_ VV A �� A )TA Ar—nIT^ '�------- /—\, nr\ 1 MLI V I .. t ..� V Ir\ I; r\� r\ I I — LUMINAIRE (LUM.) G w .2 OF 10 I 1 — \ DRAINAGE, E.S.C., AND S. 137TH ST. r UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ANY AND ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED -FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. LEGEND: � �11v�yp�_ OF THE WETLAND WITHIN THE _ vv PROTECTED SLOPES SUBJECT SITE IS 258 S.F. +/-------,PER CITY OF RENTON AND (2) AN ADDITIONAL 150 S.F. +/— STEEP SLOPE ATLAS PORTION OF THE WETLAND EXTENDS;; �; ' (DENSELY HATCHED AREAS, TYP.) \c Jj; INTO THE BNSF R/R R.O.W.) ♦ � J ✓/ C:LA I A\ I\I V LF\ R1I MR /-\1 v IF CDRLE': I �� t\vl I I UI I\L_IV I VIv PROTECTED SLOPE AREA 1=5,299 SF IIVL.#fE=A I V 017ICC 10.- "I OF 10 COVER SHEET GRAVEL U — LUMINAIRE (LUM.) J > 5 w .2 OF 10 PHASE 1 — GRADING, INTERIM DRAINAGE, E.S.C., AND REHABILITATION PLANS — WEST .3 OF 10 PHASE 1 — GRADING, INTERIM DRAINAGE, E.S.C., AND REHABILITATION PLANS — EAST .4 OF 10 PHASE 1 — CROSS SECTIONS O O SANITARY SEWER MANHOLE (SSMH) W 0 :5 OF 10 PHASE 2 — GRADING, INTERIM DRAINAGE, E.S.C., AND REHABILITATION PLANS — WEST :6 OF 10 PHASE 2 — GRADING, INTERIM DRAINAGE, E.S.C., AND REHABILITATION PLANS — EAST .7 OF 10 PHASE 2 — CROSS SECTIONS F SIGN JJ o CV GRAVEL 0 :8 OF 10 PHASE 2 — CROSS SECTIONS --w ------ 'w -r +-- WATER LINE DIRECTION OF VEHICLE TRAVEL � .9 OF 10 NOTES AND DETAILS —c c— GAS LINE ® SURVEY MONUMENT (AS NOTED) T(UG) PROPOSED: CV 1p I POWER VAULT GRAVEL U — LUMINAIRE (LUM.) J > 5 w YARD LIGHT CONTOURS 1`00_ ---- ---- 0 POWER METER OF RENToly Q (�►`- J�. POWER POLE WORK LIMITS a®®f'®� ® JUNCTION BOX (AS NOTED) SILT FENCE zF- ® TELEPHONE MANHOLE W � ❑ CATCH BASIN (CB) STORM SYSTEM ® STORM MANHOLE (SDMH) �N O O SANITARY SEWER MANHOLE (SSMH) W 0 SANITARY SEWER CLEANOUT (SSCO) > W ❑O GAS METER OZp GAS VALVE v_z V WATER VALVE (WV) C Q N FIRE HYDRANT (FH) = W ® WATER MANHOLE EXISTING: W ® WATER METER (o z 0 F SIGN JJ o CV GRAVEL 0 MONITOR WELL `� w IL --w ------ 'w -r +-- WATER LINE DIRECTION OF VEHICLE TRAVEL � SANITARY SEWER LINE T. P. O. B. TRUE POINT OF BEGINNING T STORM DRAINAGE LINE —c c— GAS LINE ® SURVEY MONUMENT (AS NOTED) T(UG) TELEPHONE UNDERGROUND BENCHMARK — P(uc) POWER UNDERGROUND P(OH)— POWER OVERHEAD + SECTION CORNER (AS NOTED) X CHAIN LINK FENCE • FOUND REBAR/CAP (AS NOTED) —0 BARBED WIRE FENCE ❑ FOUND LEAD/TACK HOG WIRE FENCE Oa // WOOD FENCE 0 SURVEY CONTROL STATION ENGINEER/PLANNER/SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72nd AVE. SOUTH KENT, WA 98032 (425) 251-6222 FAX (425) 251-8782 CONTACT: DON DAWES, P.E. / IVANA HALVORSEN / DENNIS J. SALTYS DEVELOPER POINTE HERON LLC 5050 1 ST AVE. S., SUITE 102 SEATTLE, WA 98134-2400 (206) 762-9125 CONTACT: JIM BLAIS OWNER: POINTE HERON LLC 5050 1 ST AVE. S., SUITE 102 SEATTLE, WA 98134-2400 (206) 762-9125 CONTACT: JIM BLAIS VICINITY MAP N� —VERY HIGH LANDSLIDE AREA (EX. SLIDE AREA) AREA W/O BUFFER=39,960 SF PROTECTED SLOPE AREA 2=68,936 SF PROTECTED SLOPE AREA 3=2,241 SF PROTECTED SLOPE AREA 4=1,532 SF ♦ t j �r r ViV// Y ,;vA�V WETLAND B (EX. CATEGORY 3 WETLAND WITH25' BUFFER IF THE WETLAND IS NOT ,Hyn'i AULICALLY CONNECTED TO WETLANDS WITHIN THE BLACK RIPER RIPARIAN FOREST TO THE SOUTHWEST OF THE BNSF RAILROAD R/W. IF WETLAND 'B' IS HYDRAULICALLY CONNECTED TO_WETLANATEDDS IN THE BLACK RIVER RIPARIAN FOREST, WETLAND 'B' IS REGIUNDER RENTON'S SHORELINE MASTER PROGRAM AND IS A CATEGORY Ili WETLAND UNDER RMC 4-3-090D.2.d WITH A 150' BUFFER PER RAEDEKE ASSOCIATES (AUGUST 2014) -- THE PORTION OF THE WETLAND WITHIN THE SUBJECT SITE IS ±6,078 SF. -- APPROXIMATELY '2 ADDITIONAL ACRES OF THIS WETLAND EXTEND ONTO THE ABUTTING PARCEL TO THE SOUTHEAST). LEGAL DESCRIPTION OF PARCEL ENCOMPASSING THE PROJECT SITE: LEGAL DESCRIPTION LOT 1 OF THE SR 900 L.L.C. LOT LINE ADJUSTMENT (CITY OF RENTON FILE NO. LUA-03-124—LLA) AS RECORDED IN VOLUME 168 OF SURVEYS, PAGES 233 THROUGH 235, UNDER RECORDING NO. 20040311900015, RECORDS OF KING COUNTY, WASHINGTON. VERTICAL DATUM (U.S.G.S.): CITY OF RENTON BENCHMARK #862 ELEV. = 28.33' NOTE: BASIS OF MAP — RECORD OF SURVEY RECORDED UNDER RECORDING NUMBER 1 9012129007 ROATATED TO CITY OF RENTON HORIZONTAL CONTROL. UTILITIES/SERVICES WATER/SEWER: CITY OF RENTON TELEPHONE: QWEST COMMUNICATIONS 1055 S. GRADY WAY 450 110th AVE. N.E. RENTON, WA. 98055 PREMIS BUREAU, 4th FLOOR BELLEVUE, WA. 98003 POWER & GAS: PUGET SOUND ENERGY CABLE: COMCAST 105 156th AVE. N.E. 4020 AUBURN WAY NORTH BELLEVUE, WA. 98005 PO BOX 1048 1(800) 321-4321 AUBURN, WA. 98002 FIRE: CITY OF RENTON FIRE DEPARTMENT 1055 S. GRADY WAY RENTON, WA. 98055 NO. By: By: By: By: PERMIT # APPROVED FOR CONSTRUCTM Date: Date: Date Date REVISION BY I APPR. I DATE CV LnLn c� Z (� zCl�J U z Ln `- I- Ln Ln W N N J > 5 w CL CA ow > 0 z OF RENToly Q (�►`- J�. o I 1� -F- LL_ F- zF- W W � J = =pLu a F- �N O = z W Ill � O [L > W DESIGNED DD cv) 60- OZp DRAWN CES v_z CHECKED DD C Q N UTILITIES/SERVICES WATER/SEWER: CITY OF RENTON TELEPHONE: QWEST COMMUNICATIONS 1055 S. GRADY WAY 450 110th AVE. N.E. RENTON, WA. 98055 PREMIS BUREAU, 4th FLOOR BELLEVUE, WA. 98003 POWER & GAS: PUGET SOUND ENERGY CABLE: COMCAST 105 156th AVE. N.E. 4020 AUBURN WAY NORTH BELLEVUE, WA. 98005 PO BOX 1048 1(800) 321-4321 AUBURN, WA. 98002 FIRE: CITY OF RENTON FIRE DEPARTMENT 1055 S. GRADY WAY RENTON, WA. 98055 NO. By: By: By: By: PERMIT # APPROVED FOR CONSTRUCTM Date: Date: Date Date REVISION BY I APPR. I DATE CV LnLn c� Z o 4 O Ln `- I- Ln Ln W N N J > 5 • 1` Lu CITY 00 > c� OF RENToly TER �� (�►`- J�. o 1� o N 8/12/14 �ON�s i 0 ccocq D o � �N O E.S.C., AND REHABILITATION PLANS z J Lo Z DESIGNED DD cv) 60- 04 DRAWN CES CHECKED DD C Q N = W APPROVED DIRECTOR OF PUBLIC WORKS x W Z W (o z 0 H z_ Ill > JJ o CV LLT U z OQ `� w IL � �Q T n O OU L Q Oa N E = U U O z� z� N o (n a-� o Lli Z Q I . Z Z LI..I 3 D LLN .I QPO N LL N 0 c.5 o Q) 1 O 00 p) N IN c0 00 00 Z > w w o z N Q I I Z dN i UTILITIES/SERVICES WATER/SEWER: CITY OF RENTON TELEPHONE: QWEST COMMUNICATIONS 1055 S. GRADY WAY 450 110th AVE. N.E. RENTON, WA. 98055 PREMIS BUREAU, 4th FLOOR BELLEVUE, WA. 98003 POWER & GAS: PUGET SOUND ENERGY CABLE: COMCAST 105 156th AVE. N.E. 4020 AUBURN WAY NORTH BELLEVUE, WA. 98005 PO BOX 1048 1(800) 321-4321 AUBURN, WA. 98002 FIRE: CITY OF RENTON FIRE DEPARTMENT 1055 S. GRADY WAY RENTON, WA. 98055 NO. By: By: By: By: PERMIT # APPROVED FOR CONSTRUCTM Date: Date: Date Date REVISION BY I APPR. I DATE ®I LnLn c� Z o 4 > JAN 2 3 2.01.5 Ln `- I- Ln Ln W N N J > 5 • 1` Lu CITY 00 > c� OF RENToly TER �� (�►`- J�. o P \NNINr nnnoir v� p C0�5 N 8/12/14 �ON�s i NED�,� A CITY OF RENTONcq D o UTILITIES/SERVICES WATER/SEWER: CITY OF RENTON TELEPHONE: QWEST COMMUNICATIONS 1055 S. GRADY WAY 450 110th AVE. N.E. RENTON, WA. 98055 PREMIS BUREAU, 4th FLOOR BELLEVUE, WA. 98003 POWER & GAS: PUGET SOUND ENERGY CABLE: COMCAST 105 156th AVE. N.E. 4020 AUBURN WAY NORTH BELLEVUE, WA. 98005 PO BOX 1048 1(800) 321-4321 AUBURN, WA. 98002 FIRE: CITY OF RENTON FIRE DEPARTMENT 1055 S. GRADY WAY RENTON, WA. 98055 NO. By: By: By: By: PERMIT # APPROVED FOR CONSTRUCTM Date: Date: Date Date REVISION BY I APPR. I DATE ,_� z Lu 4 9 c� TER �� (�►`- J�. VA L ��G v� p C0�5 8/12/14 CITY OF RENTONcq DEPARTMENT OF PUBLIC WORKS COVER SHEET - GRADING, INTERIM DRAINAGE, O E.S.C., AND REHABILITATION PLANS z POINTE HERON/S3 DESIGNED DD DATE 8/12/14 FILE NO. LUA 03- DRAWN CES CHECKED DD SCALE 1 "=200' FIELD BOOK PAGE_ APPROVED DIRECTOR OF PUBLIC WORKS SHEET E1 OF i 1� V aj w V a o Y o owe w �o O z z 7A LdW < E j U r E -I a� crz Z oa coZ MlitQ O< co Z �N 0 �� 0 °C z 0 w 0 W cr Z Q LW W ®a N OJ _Z 0 W Z � Q < Z o 10 Z m 0 /< N o N T Z W z w �a QU D Z Cn � Ln W w V a w L EL C3 W O < E j U r E -I CL crz W oa w J Q U o MlitQ 4- E Z �N a� m m o m � o-- J zz OF J Q �z �o w m= ®= z O w ry w z Q PHASE 1 (WF F 1) — G F.S.C. AND REHABIEITAPE ADIN IN DRAT ERI 9 7 9 0 25 50 100 A PORTION OF THE S 1/2 OF SECTION 13, TOWNSHIP 23 N, RANGE 4 E, W.M., 19=50' S RENTON, WASHINGTON W. SUNSETVD. ( R900 — Y � ,/ � ` ` / d,�.,,� `"'// //� �-�_~`"""_---''_�- -� -----'_-.�.---• --"m.--P---®"._"�----_ """'-e-=' - _.------"`""�-•-•---•` � _�-•..'" ter,----'' �-/,�'''....--"" --II _'"`_ _----- ---__ ----- /`- EX. -----�^��v ''- -' , r ✓ / r-.�'_ sr .-�, `--� --�_=��- _--- '" �� -'' r '' _UPSTREAM STORMWATER FROM EX -m -- PIPE SYSTEM IS COLLECTED AND_ ---� �EX. VEGETATION" �_._.__: CONVEYED BY AN EX. SUBSURFACE— _LIMITS (TYP)- - —DRAIN TO THE EX. DITCH ALONG THE rX��\ i�-- —NORTH SIDE OF RAILROAD R.O.W.-"`-_::Ii! .---- -_= `Lve_--.--- - -�._`\•��\ ��', --'_�i �" �-.-.%� � � ��,,.-�.,�/� / / \/ f/'- -.---- --__ _._.,.-'////,/ter -` � .._.-- --'� _ _ --- --- -i � Z POINTE HERON LLC `/--''` �I ■ PARCEL BOUNDARY PROJECT SITE LIMITS `•—�- —i / '�� ^� r.-'� ` �` ll,r� , \ /,'/INTERIM STORMWATER DETENTION AND WATER QUALITY POND` i'� (SEE SHEET E3 FOR DETAILS) %' ■ ANY EXPOSFWSOILSALONG \. �/ ■ THE PONS SIDE SLOPES ,�ALBE HY ROSEEDNCE�fNRA \ �/ ■ Z ��%�/�%/ OF OSE SLAP 5-1'E T ISH . \ /_ `\ SEE T. �tX CTAT ,% 0 -- -=--- -- - `�%ice `� `\ /0N S� -� -,� / ■ I- :S:i�7TH UNOPENED ANDUNIMPROVED R/Ypf EAST BOUNDARY OF",/ - --i BLACK RIVER QUARRY \/r % / f�rrr "--` ``' - f/ / PROPERTY - _--- / / CONSTRUCT TEMP. V DITCH /f /PER DETAILS ON SHEET E9. i �7/ �\/ G\r''� 2.6H:1V FILL SLOPE_ -- ✓ �� f\/���f// / // r--® CD W.S.107.9 r ✓,100 Ir o mv Lq \.�/ \ l ` EX. 12 HDPE/PIPE Jr''�/1:5�f/f ..- '� - ✓ ="=-'' ".=�-' - -'�~ -___ \.•__-�-�.- ��/ / \ �\ "�r�/ /� /� l� ��/l�,,rµ-''./.%'.-���,. �-,..,�•..,1.i.'".�. f �"�Y„r-''. � ! � j� cif'' �--'�i'?�--•"G�_..---' r --`”" e - - - = - EX.'.. FY -E-11 CB ` /� ✓�//J '''r //f es - //�-. '%-i' r-✓='-/- i--�-�.% _ i- _ A`41 .-''' •�''''.�,/�� \�..-�-�� � ,,,•-�" /..-/..r.-•.//��,✓�''//ter-�r/-'/���-�/-�,.r-��''� � �-''..j�.. .r-�,.�- �_____ � _.�'--- WEST END OF SILT FENCE �■ PHASE 1 CONSTRUCTION SEQUENCE 1. ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF RENTON INSPECTOR. 2. PORTIONS OF THE POINTE HERON LLC PARCEL WERE PREVIOUSLY CLEARED AND PARTIALLY GRADED UNDER SEPARATE PERMITS. PROJECT SITE WORK AREA LIMITS ARE SHOWN ON SHEETS E2 AND E3. THESE WORK AREA LIMITS ARE WITHIN THE PREVIOUSLY CLEARED AREA AND, THEREFORE, IT IS NOT NECESSARY TO FLAG THE CLEARING LIMITS. 3. INSTALL SILT FENCE PER DETAIL ON SHEET E9 IN LOCATIONS SHOWN ON SHEETS E2 AND E3. 4. AN ACCESS ROAD FROM MONSTER ROAD SW THROUGH THE BLACK RIVER QUARRY TO THE PROJECT SITE (WORK AREA LIMITS) IS ALREADY CONSTRUCTED AND IS TO BE USED FOR PROJECT CONSTRUCTION INGRESS AND EGRESS. 5. BEGIN FILLING THE EXISTING SUNSET BLUFF STORMWATER DETENTION POND. THE PORTION OF THE EXISTING POND'S BERM WITHIN THE PROJECT SITE ALONG A PORTION OF THE POND'S SOUTH EDGE SHALL BE EXCAVATED AND REMOVED TO PROVIDE SPACE FOR PART OF THE "KEYWAY" AT THE TOE OF THE PROPOSED FILL SLOPE. (SEE PLATE 3 ON SHEET E10 AND IN THE GEOTECHNCIAL REPORT REFERENCED IN PARAGRAPH 6, BELOW.) 6. CONSTRUCT A TOE BUTTRESS AT THE TOE OF THE PROPOSED FILL SLOPE (INCLUDING A KEYWAY THAT IS AT LEAST FIVE FEET IN DEPTH) PER DESIGN SPECIFICATIONS SET FORTH IN THE AUGUST 2014 GEOTECHNICAL AND SOIL ENGINEERING REPORT PREPARED BY EARTH SOLUTIONS NW, LLC (ESNW) UNDER ES -2334.01 (THE "GEOTECHNICAL REPORT). 7. CONSTRUCT THE PROPOSED 1.5H:1V STRUCTURAL FILL SLOPE PER THE GEOTECHNICAL REPORT'S SPECIFICATIONS. (ALSO, SEE SHEET E10 OF THIS PLAN SET FOR EXCERPTS FROM THAT REPORT.) 8. AS FILL MATERIAL IS PLACED, THE CONTRACTOR SHALL ENSURE THAT THE PORTIONS) OF THE PROJECT SITE NORTH OF AND ADJACENT TO THE TOP OF THE 1.5H:1V ENGINEERED FILL SLOPE BEING CONSTRUCTED SLOPE AWAY FROM THE TOP OF THE FILL SLOPE (TO THE NORTH) SO THAT NO RUNOFF FROM THE PORTION OF THE PROJECT SITE IS ALLOWED TO FLOW OVER THE TOP OF THE FILL SLOPE. 9. AS CONSTRUCTION OF THE ENGINEERED FILL SLOPE APPROACHES THE INTERIM TOP -OF -PHASE 1- FILL -SLOPE -ELEVATION OF 111.0'+, COMMENCE CONSTRUCTION OF THE NEW PROPOSED INTERIM STORMWATER DETENTION AND WATER QUALITY POND AND APPURTENANCES AND DISCHARGE PIPING SYSTEM AS SHOWN ON SHEETS '"E2, F3, E4, AND E9. THE POND, APPURTENANCES, AND DISCHARGE PIPING SYSTEM SHOULD BE COMPLETED AS SOON AS POSSIBLE ONCE THE INTERIM TOP -OF -PHASE 1 -FILL -SLOPE -ELEVATION OF 111.0'+ IS ACHIEVED. 10. HYDROSEED AND MULCH THE EXPOSED SOIL OF THE INTERIM STORMWATER DETENTION AND WATER QUALITY POND'S INTERNAL SIDE SLOPES ONCE FINAL GRADE OF THOSE SLOPES IS ACHIEVED. 11. THE CONTRACTOR SHALL MAINTAIN TESC FACILITIES UNTIL THE RISK OF EROSION LAND SEDIMENTATION HAS PASSED AND THE STORM SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN WATER TO DOWNSTREAM DRAINAGE SYSTEM(S), SEE SHEET E10 AND THE GEOTECHNICAL REPORT REFERENCED THEREON FOR SPECIFCATIONS CONCERNING THIS FILL SLOPE. =/iii INSTALL SILT FENCE \�W 12" HDPE PIPE; ��/_ ��/''/"". `�R�W� —/ ' ✓� / �` ' _ — -- ``'� ALONG PROPERTY LINE OjECp`pE p 0 E %/�/!�WEX. j—///�\'% PNO' ROPO — ar---/ �� - -.......".". — _ ---- PER DETAILS ON SHEET E9. �' /' —OpEN�O RENON /' - _�_ -- -- I .✓ SS �PES� �N �1GR \ � \ � �--''/�✓`'''�/\�f`',� ��--'� i %�/��� ROVEp �.,.,.r / —'" �.,.----'`` --�—`" ..-✓" ,.�.14— -�'" PCC tNERVC 0 \ / %/ %.-��� /� /% fir' \1N\Mp /� , /- %—•'. -' ` - - ' ` -- ..� �- ■ 25' WETLAND BUFFER e � ��f�i%� �=�!_.-%�'''�/-.''/ /�,--- --'— �' '---�...'! `.-•---/ i �= '-tt—`'� � EX. 12" CLAY_, EX. TYPE -II CB -` CULVERT t\ fW/BIRDCAGE WETLAND A ' \ (EX. CATEGORY 3 WETLAND WITH 25 BUFFER -- (1) THE PORTIO By: - ''�-�r r/✓r \-�''% �-' // - - ; A - ^ OF THE WETLAND WITHIN THE, pA,�•fkor® SUBJECT SITE IS 258 S.F. t • B :_ �� ��`/%�% ���/�/��% -%/ �_�/ �__%/ ''' /✓ / �� N��. �l AND (2) AN ADDITIONAL 150 S. F. f ■ Y a ��%s.'..`'�� ����/''���'�/r/r''''� ~ ��''' % ��• / ✓�� ., r.. „r f - ' - INTO THE B N S F R R R.O.W. —PORTION OF THE WETLAND EXTENDS l �i�5.-�� r'���i - `�= � •� r'" EX_ VEGETAT _ / ) BY: - �'//���P� / LIMITS (TYP)ION , _ NOTE: NO TREES HAVING A CALIPER OF 2 INCHES OR GREATER (AT BREAST HEIGHT) LIE WITHIN j ��r� � ��., /r/�' -✓ �,r THE PROJECT SITE (WORK AREA LIMITS). BOUNDARY OF PARCELS ENCOMPASSING THE PROJECT SITE (TYP.) NO. ml W4 :lILK IIm APPROVED FOR CONSTRUCTM Date: Date: Date Date E. DA p6tO �E WASy� S 8/12/14 wcc w C3 W O < w r crz W oa o �(L cl) Z �N W 0 0 Z F -Cc Uc=5 W o Zm W ®a N <= _Z 0 �W � tl =) T_ Z 0f W N J a N V �-cjj- Q z w Ln D c5 z Ln I— Z WWO > —� N 0 F- In L.n:Z CL 00 Llj z O w ry w z Q PHASE 1 (WF F 1) — G F.S.C. AND REHABIEITAPE ADIN IN DRAT ERI 9 7 9 0 25 50 100 A PORTION OF THE S 1/2 OF SECTION 13, TOWNSHIP 23 N, RANGE 4 E, W.M., 19=50' S RENTON, WASHINGTON W. SUNSETVD. ( R900 — Y � ,/ � ` ` / d,�.,,� `"'// //� �-�_~`"""_---''_�- -� -----'_-.�.---• --"m.--P---®"._"�----_ """'-e-=' - _.------"`""�-•-•---•` � _�-•..'" ter,----'' �-/,�'''....--"" --II _'"`_ _----- ---__ ----- /`- EX. -----�^��v ''- -' , r ✓ / r-.�'_ sr .-�, `--� --�_=��- _--- '" �� -'' r '' _UPSTREAM STORMWATER FROM EX -m -- PIPE SYSTEM IS COLLECTED AND_ ---� �EX. VEGETATION" �_._.__: CONVEYED BY AN EX. SUBSURFACE— _LIMITS (TYP)- - —DRAIN TO THE EX. DITCH ALONG THE rX��\ i�-- —NORTH SIDE OF RAILROAD R.O.W.-"`-_::Ii! .---- -_= `Lve_--.--- - -�._`\•��\ ��', --'_�i �" �-.-.%� � � ��,,.-�.,�/� / / \/ f/'- -.---- --__ _._.,.-'////,/ter -` � .._.-- --'� _ _ --- --- -i � Z POINTE HERON LLC `/--''` �I ■ PARCEL BOUNDARY PROJECT SITE LIMITS `•—�- —i / '�� ^� r.-'� ` �` ll,r� , \ /,'/INTERIM STORMWATER DETENTION AND WATER QUALITY POND` i'� (SEE SHEET E3 FOR DETAILS) %' ■ ANY EXPOSFWSOILSALONG \. �/ ■ THE PONS SIDE SLOPES ,�ALBE HY ROSEEDNCE�fNRA \ �/ ■ Z ��%�/�%/ OF OSE SLAP 5-1'E T ISH . \ /_ `\ SEE T. �tX CTAT ,% 0 -- -=--- -- - `�%ice `� `\ /0N S� -� -,� / ■ I- :S:i�7TH UNOPENED ANDUNIMPROVED R/Ypf EAST BOUNDARY OF",/ - --i BLACK RIVER QUARRY \/r % / f�rrr "--` ``' - f/ / PROPERTY - _--- / / CONSTRUCT TEMP. V DITCH /f /PER DETAILS ON SHEET E9. i �7/ �\/ G\r''� 2.6H:1V FILL SLOPE_ -- ✓ �� f\/���f// / // r--® CD W.S.107.9 r ✓,100 Ir o mv Lq \.�/ \ l ` EX. 12 HDPE/PIPE Jr''�/1:5�f/f ..- '� - ✓ ="=-'' ".=�-' - -'�~ -___ \.•__-�-�.- ��/ / \ �\ "�r�/ /� /� l� ��/l�,,rµ-''./.%'.-���,. �-,..,�•..,1.i.'".�. f �"�Y„r-''. � ! � j� cif'' �--'�i'?�--•"G�_..---' r --`”" e - - - = - EX.'.. FY -E-11 CB ` /� ✓�//J '''r //f es - //�-. '%-i' r-✓='-/- i--�-�.% _ i- _ A`41 .-''' •�''''.�,/�� \�..-�-�� � ,,,•-�" /..-/..r.-•.//��,✓�''//ter-�r/-'/���-�/-�,.r-��''� � �-''..j�.. .r-�,.�- �_____ � _.�'--- WEST END OF SILT FENCE �■ PHASE 1 CONSTRUCTION SEQUENCE 1. ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF RENTON INSPECTOR. 2. PORTIONS OF THE POINTE HERON LLC PARCEL WERE PREVIOUSLY CLEARED AND PARTIALLY GRADED UNDER SEPARATE PERMITS. PROJECT SITE WORK AREA LIMITS ARE SHOWN ON SHEETS E2 AND E3. THESE WORK AREA LIMITS ARE WITHIN THE PREVIOUSLY CLEARED AREA AND, THEREFORE, IT IS NOT NECESSARY TO FLAG THE CLEARING LIMITS. 3. INSTALL SILT FENCE PER DETAIL ON SHEET E9 IN LOCATIONS SHOWN ON SHEETS E2 AND E3. 4. AN ACCESS ROAD FROM MONSTER ROAD SW THROUGH THE BLACK RIVER QUARRY TO THE PROJECT SITE (WORK AREA LIMITS) IS ALREADY CONSTRUCTED AND IS TO BE USED FOR PROJECT CONSTRUCTION INGRESS AND EGRESS. 5. BEGIN FILLING THE EXISTING SUNSET BLUFF STORMWATER DETENTION POND. THE PORTION OF THE EXISTING POND'S BERM WITHIN THE PROJECT SITE ALONG A PORTION OF THE POND'S SOUTH EDGE SHALL BE EXCAVATED AND REMOVED TO PROVIDE SPACE FOR PART OF THE "KEYWAY" AT THE TOE OF THE PROPOSED FILL SLOPE. (SEE PLATE 3 ON SHEET E10 AND IN THE GEOTECHNCIAL REPORT REFERENCED IN PARAGRAPH 6, BELOW.) 6. CONSTRUCT A TOE BUTTRESS AT THE TOE OF THE PROPOSED FILL SLOPE (INCLUDING A KEYWAY THAT IS AT LEAST FIVE FEET IN DEPTH) PER DESIGN SPECIFICATIONS SET FORTH IN THE AUGUST 2014 GEOTECHNICAL AND SOIL ENGINEERING REPORT PREPARED BY EARTH SOLUTIONS NW, LLC (ESNW) UNDER ES -2334.01 (THE "GEOTECHNICAL REPORT). 7. CONSTRUCT THE PROPOSED 1.5H:1V STRUCTURAL FILL SLOPE PER THE GEOTECHNICAL REPORT'S SPECIFICATIONS. (ALSO, SEE SHEET E10 OF THIS PLAN SET FOR EXCERPTS FROM THAT REPORT.) 8. AS FILL MATERIAL IS PLACED, THE CONTRACTOR SHALL ENSURE THAT THE PORTIONS) OF THE PROJECT SITE NORTH OF AND ADJACENT TO THE TOP OF THE 1.5H:1V ENGINEERED FILL SLOPE BEING CONSTRUCTED SLOPE AWAY FROM THE TOP OF THE FILL SLOPE (TO THE NORTH) SO THAT NO RUNOFF FROM THE PORTION OF THE PROJECT SITE IS ALLOWED TO FLOW OVER THE TOP OF THE FILL SLOPE. 9. AS CONSTRUCTION OF THE ENGINEERED FILL SLOPE APPROACHES THE INTERIM TOP -OF -PHASE 1- FILL -SLOPE -ELEVATION OF 111.0'+, COMMENCE CONSTRUCTION OF THE NEW PROPOSED INTERIM STORMWATER DETENTION AND WATER QUALITY POND AND APPURTENANCES AND DISCHARGE PIPING SYSTEM AS SHOWN ON SHEETS '"E2, F3, E4, AND E9. THE POND, APPURTENANCES, AND DISCHARGE PIPING SYSTEM SHOULD BE COMPLETED AS SOON AS POSSIBLE ONCE THE INTERIM TOP -OF -PHASE 1 -FILL -SLOPE -ELEVATION OF 111.0'+ IS ACHIEVED. 10. HYDROSEED AND MULCH THE EXPOSED SOIL OF THE INTERIM STORMWATER DETENTION AND WATER QUALITY POND'S INTERNAL SIDE SLOPES ONCE FINAL GRADE OF THOSE SLOPES IS ACHIEVED. 11. THE CONTRACTOR SHALL MAINTAIN TESC FACILITIES UNTIL THE RISK OF EROSION LAND SEDIMENTATION HAS PASSED AND THE STORM SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN WATER TO DOWNSTREAM DRAINAGE SYSTEM(S), SEE SHEET E10 AND THE GEOTECHNICAL REPORT REFERENCED THEREON FOR SPECIFCATIONS CONCERNING THIS FILL SLOPE. =/iii INSTALL SILT FENCE \�W 12" HDPE PIPE; ��/_ ��/''/"". `�R�W� —/ ' ✓� / �` ' _ — -- ``'� ALONG PROPERTY LINE OjECp`pE p 0 E %/�/!�WEX. j—///�\'% PNO' ROPO — ar---/ �� - -.......".". — _ ---- PER DETAILS ON SHEET E9. �' /' —OpEN�O RENON /' - _�_ -- -- I .✓ SS �PES� �N �1GR \ � \ � �--''/�✓`'''�/\�f`',� ��--'� i %�/��� ROVEp �.,.,.r / —'" �.,.----'`` --�—`" ..-✓" ,.�.14— -�'" PCC tNERVC 0 \ / %/ %.-��� /� /% fir' \1N\Mp /� , /- %—•'. -' ` - - ' ` -- ..� �- ■ 25' WETLAND BUFFER e � ��f�i%� �=�!_.-%�'''�/-.''/ /�,--- --'— �' '---�...'! `.-•---/ i �= '-tt—`'� � EX. 12" CLAY_, EX. TYPE -II CB -` CULVERT t\ fW/BIRDCAGE WETLAND A ' \ (EX. CATEGORY 3 WETLAND WITH 25 BUFFER -- (1) THE PORTIO By: - ''�-�r r/✓r \-�''% �-' // - - ; A - ^ OF THE WETLAND WITHIN THE, pA,�•fkor® SUBJECT SITE IS 258 S.F. t • B :_ �� ��`/%�% ���/�/��% -%/ �_�/ �__%/ ''' /✓ / �� N��. �l AND (2) AN ADDITIONAL 150 S. F. f ■ Y a ��%s.'..`'�� ����/''���'�/r/r''''� ~ ��''' % ��• / ✓�� ., r.. „r f - ' - INTO THE B N S F R R R.O.W. —PORTION OF THE WETLAND EXTENDS l �i�5.-�� r'���i - `�= � •� r'" EX_ VEGETAT _ / ) BY: - �'//���P� / LIMITS (TYP)ION , _ NOTE: NO TREES HAVING A CALIPER OF 2 INCHES OR GREATER (AT BREAST HEIGHT) LIE WITHIN j ��r� � ��., /r/�' -✓ �,r THE PROJECT SITE (WORK AREA LIMITS). BOUNDARY OF PARCELS ENCOMPASSING THE PROJECT SITE (TYP.) NO. ml W4 :lILK IIm APPROVED FOR CONSTRUCTM Date: Date: Date Date E. DA p6tO �E WASy� S 8/12/14 wcc C3 W O < z r crz W oa o �(L cl) Z �N W 0 0 Z F -Cc Uc=5 W o Zm W ®a N <= _Z 0 �W � o =) T_ Z 0f W N J a N V �-cjj- E- W z w 0 LL = U) LLI CD U O r W z0j o o �N w q Uc=5 � ^N LTJ �NN N H M L0 N z 0 =) ;zF 0f a:�ct) N �Z N Q z w Ln D c5 z Ln I— Z WWO > —� N 0 F- In L.n:Z CL 00 Llj C14 CNJ > ckf U � U) L0 = U) LLI CD U > z0j o �N w J °- x Q Z W LTJ �NN N g Z Q ro O N 00 0f M�� r-- �Z N Q z w Ln Lo c5 z Ln C111 c\j w F- In L.n:Z 00 Llj C14 CNJ > ckf U � CITY OF RENTON DEPARTMENT OF PUBI_IC WORKS ^II 0 U a Lq 0 0 N Ln a� 0 0 r6 I 0 0 N d- i L 0 Q) Q 0 0 N d- i 0 0 0 i L" PHASE 1 - GRADING, INTERIM DRAINAGE, E.S.C., AND REHABILITATION PLANS d POINTE HERON/S3 In DESIGNED DD 0 DRAWN CES DATE 8/12/14 FILE NO. LUA 03- >: 1 -50 OK R E2 OFc Ty Of epgjNliAG VIVO'D"8 CHECKED DD SCALE - REVISION BY APPR. DATE APPROVED DIRECTOR OF PUBLIC WORKS w a cncn W a_ W a Z a� n (j) w Z 0 E j 1' w Z Z O '-' w V 0 O w0 Z w owe Z F- F w o o 107 w a cncn W a_ W a Z a� n (j) w Z coc E j U w Fr wN Z a '-' w z 0 w w0 U a Cr 0 Z F- F w o o 107 a 42,349 ZF- MZ 47,000 o a= 109 0 0 244,658 Q a- CV 00 U Qf Waco n 0 co W r U J= E- cfj w a Ln Ln caZ Ln I- Z WWO > � 0 ~ =U cfja CL F V) a W N w a cncn W a_ O F -i cl) o ELEVATION E j U w Fr wN In- a '-' w 51,090 w J Q U w c C C U a vj , 0 m m o Z zZ2 � Q U�4 Q .Z WN ]N O L W X = ® = z 0 U) fy w z o J 2 PHASE 1GRADINGINTRI� AND PLANS 0 25 50 100 ' womm A PORTION OF THE S 1/2 OF SECTION 13, TOWNSHIP 23 N, RANGE 4 E, W.M., 1=50'_=---�_--!='�/%�.- _=�_ -` - = =- RENTON, WASHINGTON -----------•------•-�_ _ice,,. _""`../F J,,.-.flP,,,..--"``.-!'--------� / ._.1--- --_..` �"`�,.. \" _� `"--------_ __" ""`-� .-�.._ ~�"'�- �,Cr� L- -'- -- - -_ -BOUNDARY OF PARCELS ENCOMPASSING - -. -------- -•-- --�� `'=-� . -�-78 - THE PROJECT SITE (TYP.) - �----UPSTREAM STORMWATER FROM EX.- �/' � --`--'�-..," \ \ ��~- -�� \a ;r�-�- -- --� ---__-_-- -.- �--�- PIPE SYSTEM IS COLLECTED AND- CONVEYED BY AN EX. SUBSURFACE DRAIN TO THE EX. DITCH ALONG THE �: - - _ _ -- __-- ---' -- _ -�'=NORTH SIDE OF RAILROAD R.O.W._ _____ ._----- _-.-•--- __.. `--�,._,.___. _rte_._.. --i �---�--- -"'----.�--_.------'"_ ___.._----- -.____ , ® ��--=�� �,�,�.:••�� ---_ PROJECT SITE__-____ ■irs (WORK -AR_E A LIMITS) POINTE HERON LLC PARCEL BOUNDARY 0�\\ UPSTREAM STORMWATER FROM EX. `\ `\ m`\�\��~ �` `e -- _.\ PIPE SYSTEM IS COLLECTED ANDS CONVEYED BY AN EX. SUBSURFACE DRAIN TO THE EX. DITCH ALONG THE - ` - '`\ ` `'\� \�� `\ �, '°• NORTH SIDE OF RAILROAD R.O.W. _---,--ANY EXPOSED SOILS ALONG __ � THE - PONDS SIDE SLOPES SHALL -----..---- --- ■ -� --__ - - BE HYDROSEEDED ONCE FINAL GRADE -._-.E+ l \ 1 \ ~` �- ✓� �`� ``4 °�` �`w\�\\\ `\ `'�``�� a OF THOSE SLOPES IS ESTABLISHED ■ __ _ _.._.._., ---- (SEE T.E.S.C. SEED MIX DETAIL---- -------ON ETAIL, __..-s.- ON SHEET E9.) _ � \ � ���' r _ � �'' �., \ \ --� \, ---•--..._ // - _ -- - \ - 1 �e - --- / / INSTALL RIP�RAP®®®-_�!1 - - --►®\ \\ - `� \\ \ ~` \ \ \ ~- �. �._ ,/` PER LS ON ---- - ®®®®-- ® 0_0 `_5 H E ET E9. '-- �-- _ _ - _ - _ __- �► , �/ ~ --_ _- - \ \,� ` �\ \ `\\� `� \\ \ `` -_ ��X nor 4 00 / '! / / �! .�--"- -._--- ------''`-�`.-�..� � . ,`~� � � _� __ -� w.,.._ --•-... ,��. ✓ � '` ,,� - "�, � \\\yam-� \� -� �,, __ -, � \ � (\j v NN ■ INTERIM STORMWATER DETENTION AND WATER QUALITY PO 1 1 / 85 _ s1Q3,�OB - _ _\ � ~ \ o �\ SEE TABLES BEL W'- _ �1 = -��'=g -`-- `_"...." � � �/` .s-= - _..! � , '�v` -�.i / � `�-....-,_`,�=x.,110 �"'�•..�~,�=w�'�`'. � �� \ `�°\,, � ``�\. ",� ---- -•--"` �✓ e J„// ` ( `e `�, �/�,�'f /,,/ °�,\\\ ■_ L ---'.'f "`. �- =�' •_._-- ._...= ..--•-- - _ _.._..==-"---` _._.--.. �,%/rf'�- a� 459 _ _ -' � // �- �2 `~-"•.._ `,� �\,\"`\ '\\�� a,`� `", � \ � � �,�.�'" � ._ -.--•---- / ��% \ \'+\ \ \� /,/%�/%//�/f/%� \\ l`'y ''- - `- �-- -- -- y°'✓ EMERGENCY OVERFLOW SPILLWAYS ��� \ r'- ! ( \ _ _ '`....-�� -_ 23 �� _ r�- lo TYPE II -48 W/ BIRDCAGE LIEN \ �� RIM 109.0- IE -102.9' \ ` \��`,\\ " \`` ' \ \ \`� \\✓� �! �'` Z ■-- _ _ _- CONSTRUCT TEMP. V' DITCH _ _ _ Q \ 1 PER DETAILS ON SHEEP E9 \ ® ______ 2 __ - __ - ` - _ `� FILL TO EL- 0 ►- J j , Jam` \ r = - - - 1 meq..,_.. ��- �� uYJ A- Ois LLI LL U/-.�.•i"I.e---- --- Q - rrtrt-`�. �. �_..� ----= _ .__.� ^ . (n W ' Q I C 1))l ). / \LL N f�%`��f N -- INSTALL SILT FENCE ® ALONG PROPERTY LINE PER DETAILS ON SHEET E9. ND) o STATIC WATER EL = 109.0' TOP SEDIMENT STORAGE EL = 111.0' POND BOT. EL = 110.0' WET POND VOLUME REQUIRED = 70,390 C.F. WET POND VOLUME PROVIDED = 81,079 C.F. ELEVATION � r w 0 � a w 51,090 Z ¢ w m D un 36,075 69,072 106 40,799 o o 107 a 42,349 150,645 108 47,000 45,449 IY 109 50,128 1 48,564 244,658 Q a- CV 00 U Qf Waco n co W wa U J= E- cfj I- ui Ln Ln caZ Ln I- Z WWO > � 0 ~ f CL F_ a z 0 U) fy w z o J 2 PHASE 1GRADINGINTRI� AND PLANS 0 25 50 100 ' womm A PORTION OF THE S 1/2 OF SECTION 13, TOWNSHIP 23 N, RANGE 4 E, W.M., 1=50'_=---�_--!='�/%�.- _=�_ -` - = =- RENTON, WASHINGTON -----------•------•-�_ _ice,,. _""`../F J,,.-.flP,,,..--"``.-!'--------� / ._.1--- --_..` �"`�,.. \" _� `"--------_ __" ""`-� .-�.._ ~�"'�- �,Cr� L- -'- -- - -_ -BOUNDARY OF PARCELS ENCOMPASSING - -. -------- -•-- --�� `'=-� . -�-78 - THE PROJECT SITE (TYP.) - �----UPSTREAM STORMWATER FROM EX.- �/' � --`--'�-..," \ \ ��~- -�� \a ;r�-�- -- --� ---__-_-- -.- �--�- PIPE SYSTEM IS COLLECTED AND- CONVEYED BY AN EX. SUBSURFACE DRAIN TO THE EX. DITCH ALONG THE �: - - _ _ -- __-- ---' -- _ -�'=NORTH SIDE OF RAILROAD R.O.W._ _____ ._----- _-.-•--- __.. `--�,._,.___. _rte_._.. --i �---�--- -"'----.�--_.------'"_ ___.._----- -.____ , ® ��--=�� �,�,�.:••�� ---_ PROJECT SITE__-____ ■irs (WORK -AR_E A LIMITS) POINTE HERON LLC PARCEL BOUNDARY 0�\\ UPSTREAM STORMWATER FROM EX. `\ `\ m`\�\��~ �` `e -- _.\ PIPE SYSTEM IS COLLECTED ANDS CONVEYED BY AN EX. SUBSURFACE DRAIN TO THE EX. DITCH ALONG THE - ` - '`\ ` `'\� \�� `\ �, '°• NORTH SIDE OF RAILROAD R.O.W. _---,--ANY EXPOSED SOILS ALONG __ � THE - PONDS SIDE SLOPES SHALL -----..---- --- ■ -� --__ - - BE HYDROSEEDED ONCE FINAL GRADE -._-.E+ l \ 1 \ ~` �- ✓� �`� ``4 °�` �`w\�\\\ `\ `'�``�� a OF THOSE SLOPES IS ESTABLISHED ■ __ _ _.._.._., ---- (SEE T.E.S.C. SEED MIX DETAIL---- -------ON ETAIL, __..-s.- ON SHEET E9.) _ � \ � ���' r _ � �'' �., \ \ --� \, ---•--..._ // - _ -- - \ - 1 �e - --- / / INSTALL RIP�RAP®®®-_�!1 - - --►®\ \\ - `� \\ \ ~` \ \ \ ~- �. �._ ,/` PER LS ON ---- - ®®®®-- ® 0_0 `_5 H E ET E9. '-- �-- _ _ - _ - _ __- �► , �/ ~ --_ _- - \ \,� ` �\ \ `\\� `� \\ \ `` -_ ��X nor 4 00 / '! / / �! .�--"- -._--- ------''`-�`.-�..� � . ,`~� � � _� __ -� w.,.._ --•-... ,��. ✓ � '` ,,� - "�, � \\\yam-� \� -� �,, __ -, � \ � (\j v NN ■ INTERIM STORMWATER DETENTION AND WATER QUALITY PO 1 1 / 85 _ s1Q3,�OB - _ _\ � ~ \ o �\ SEE TABLES BEL W'- _ �1 = -��'=g -`-- `_"...." � � �/` .s-= - _..! � , '�v` -�.i / � `�-....-,_`,�=x.,110 �"'�•..�~,�=w�'�`'. � �� \ `�°\,, � ``�\. ",� ---- -•--"` �✓ e J„// ` ( `e `�, �/�,�'f /,,/ °�,\\\ ■_ L ---'.'f "`. �- =�' •_._-- ._...= ..--•-- - _ _.._..==-"---` _._.--.. �,%/rf'�- a� 459 _ _ -' � // �- �2 `~-"•.._ `,� �\,\"`\ '\\�� a,`� `", � \ � � �,�.�'" � ._ -.--•---- / ��% \ \'+\ \ \� /,/%�/%//�/f/%� \\ l`'y ''- - `- �-- -- -- y°'✓ EMERGENCY OVERFLOW SPILLWAYS ��� \ r'- ! ( \ _ _ '`....-�� -_ 23 �� _ r�- lo TYPE II -48 W/ BIRDCAGE LIEN \ �� RIM 109.0- IE -102.9' \ ` \��`,\\ " \`` ' \ \ \`� \\✓� �! �'` Z ■-- _ _ _- CONSTRUCT TEMP. V' DITCH _ _ _ Q \ 1 PER DETAILS ON SHEEP E9 \ ® ______ 2 __ - __ - ` - _ `� FILL TO EL- 0 ►- J j , Jam` \ r = - - - 1 meq..,_.. ��- �� uYJ A- Ois LLI LL U/-.�.•i"I.e---- --- Q - rrtrt-`�. �. �_..� ----= _ .__.� ^ . (n W ' Q I C 1))l ). / \LL N f�%`��f N -- INSTALL SILT FENCE ® ALONG PROPERTY LINE PER DETAILS ON SHEET E9. ND) MIN. TOP OF POND EL = 110.0' 100 YR. WATER SURFACE EL = 109.0' POND BOTTOM EL = 100.0' DETENTION POND VOLUME REQUIRED = 236,048 DETENTION POND VOLUME PROVIDED = 244,658 STATIC WATER EL = 109.0' TOP SEDIMENT STORAGE EL = 111.0' POND BOT. EL = 110.0' WET POND VOLUME REQUIRED = 70,390 C.F. WET POND VOLUME PROVIDED = 81,079 C.F. ELEVATION ELEVATION AREA SF INCREMENTAL VOLUME TOTAL VOLUME 100 22,606 1 0 0 101 25,545 24,075 24,075 102 28,485 27,015 51,090 103 31,493 29,989 81,079 ■ WETPOND DATA (FOR INTERIM P( ULIAIL, UN bMttl ty. a -157 LF 12" HDPE - - --- loo -_- ---_ -- - - - -_ -- __ Z'ZZ o-_�- =- '���`1`=a.•- ^-�""y "`�,� e,~``\. \ �`"-- -- ��j•' '/%� /f''/,,•�// '\�"'�.. LLJ Ilk 777 -Z-� _ \ - \\ \ \ ;\ �._� ~` \� \\ \ 35' ANIMUM -- - _'-=____= X40�`�' \\\ `�`�``� `` \ �� \\� \ �' �\\\ ``~ / //STREAM BUFFER ----- '� (BUFFER EXTENDS` , OUT TO PROTECTED f (SLOPE AREA 1/'S / BOUNDARIES). =EX. CLASS 4 STREAM --�� ----__ --- �� ---LEAST END OF -T_��`� \�`.��\�� �.�\ '�\\`~� EX. EN NIG EERED FILL LS OPE ���j l�� �` i TOf REMAIN STORMF DRAINHDPE \� t --t-----_ y~ -��---_.�--�..- \�\\'�,� � .,.,, v.\ \".EX. VEGETATION ``_� �```~\\� \ ` \\` . LIMITS (TYP) TO BE INSTALLED `�- ,\,� `\`\\ \\ , //�• -�/ /. 1 \ = AND ANCHORED TO CONNECT NEW 12 HDPE SD`- SLOPE SURFACE TO EXISTING TYPE 11 MANHOLE____ PROTECTED SLOPE AREA (ANCHOR PIPE PER MANUFACTURER'i� _CTED • 1 / SEE SHEET E10 AND THE GEOTECHNICAL RECOMMENDATIONS) REPORT REFERENCED THEREON FOR SPECIFICATIONS CONCERNING THIS FILL SLOPE. EX. 18" ADS PIPE WETLAND B WITHIN 24" STEEL --(EX. CATEGORY 3 WETLAND WITH 25' BUFFER IF THE WETLAND IS NOTA`` CASING HYDRAULICALLY CONNECTED TO WETLANDS WITHIN THE BLACK RIVER RIPARIAN - FOREST TO THE SOUTHWEST OF THE BNSF RAILROAD R/W. IF WETLAND 'B' IS ��`-\ - `=�----'�•.,..„���: v�"�- -�_______� \\ HYDRAULICALLY CONNECTED TO WETLANDS IN THE BLACK RIVER RIPARIAN �'- FOREST, WETLAND 'B' IS REGULATED UNDER RENTON'S SHORELINE MASTER- NOTE: ASTER� NOTE; -- _ _PROGRAM AND IS A CATEGORY II WETLAND UNDER RMC 4-3-090D.2.d WITH A �-' '`'�''� - 25 WETLAND BUFFER 150' BUFFER PER RAEDEKE ASSOCIATES (AUGUST 2014) -- THE PORTION OF' `� =_-` __._. . .�`•,� o l� �,����� NO TREES HAVING A CALIPER OF 2 INCHES THE WETLAND WITHIN THE SUBJECT SITE IS ±6,078 SF. -- APPROXIMATELY 2� -_ .- _•- OR GREATER (AT BREAST HEIGHT) LIE WITHIN ADDITIONAL ACRES OF THIS WETLAND EXTEND ONTO THE ABUTTING PARCEL TO� -=`` THE PROJECT SITE (WORK AREA LIMITS). THE SOUTHEAST). _ DETENTION POND DATA (FOR INTERIM POND) MIN. TOP OF POND EL = 110.0' 100 YR. WATER SURFACE EL = 109.0' POND BOTTOM EL = 100.0' DETENTION POND VOLUME REQUIRED = 236,048 DETENTION POND VOLUME PROVIDED = 244,658 C.F. C.F. ELEVATION AREA SF INCREMENTAL VOLUME TOTAL VOLUME 103 31,493 0 0 104 34,501 32,997 32,997 105 37,650 36,075 69,072 106 40,799 39,224 108,296 107 43,899 42,349 150,645 108 47,000 45,449 196,094 109 50,128 1 48,564 244,658 PERMIT 1'•' \\ `� `A APPROVED FOR CONSTRUC110N O pF WAS//S /�yc By: Date: By: Date: 1. 9 �-S TER G���` By: Date A L EN 8/12/14 By: Date REVISION BY I APPR. I DATE Z 0 W W Z 0 CL = n w� �W 0 Z •.' Q� �Z oa O J 0 z� Ucr)N Z W O Z Q J = zm to 04 ZI. U00) a ar Q 0 CV 00 U Qf Waco WQ co W wa U J= E- cfj I- ui Z 0 W W Z 0 CL = CD C) 0 r � z� O 0 z� Ucr)N 5 O J J = LTJ to 04 ZI. U00) - r Q O CV 00 U Qf Waco = W Q I I D Ln Ln caZ Ln I- Z WWO > � Oa ~ f CL F_ a C14 N W Ld -'j- T CA U) L Z 0 W W Z 0 CL = CD C) I- z j � z� O z� w J X Q �w LTJ Nflo g Z Q O CV 00 U Qf x(.00000 �z N Q I I zw Ln Ln caZ Ln �� w r ~ Lo CN 00 C14 N Ld -'j- 4 U N CITY OF RENTON E:>E=_PARTMENT OF PUBLIC WORKS PHASE 1 - GRADING, INTERIM DRAINAGE, E.S.C., AND REHABILITATION PLANS POINTE HERON/S3 DESIGNED DD DATE 8/12/14 FILE NO. LUA 03 - DRAWN CES }}�� � CHECKED DD SCALE 1 =b FIELDO®K PAGE APPROVED �A N DIRECTOR OF PUBLIC WORKS � 495 OF •® CITY OF RENTON PLANNING DIVI$IQN II 0 U Q LO 0 0 N Ln 00 6 E I- Q) 0 D 3 v I 0 0 N a E Q 0 0 N cni 0 0 0 d- i U- 0 cqr z 0 t-- LLl J CD z W U N T) N d - O N tet' cp N E N d 3 n a� a> I 0 0 N d- T i C E -ZD- 0- CD D-aO O N O O O d- N O O N d' JAN 2 3:2015 ISO CITY OF REMON PLANNING DIVISION 0 U O z m O Q V) O 0 y Z O O O Z O W � LL IC -15 aW Z I.I.. Z J � (Lz WZ 0 W O cr ZQ W F- _ Z:] W oQ Z Q= 0 W 0- V 10 N Z <0 1 VJ IL W m m Li m: J Z Z I— a Q �Z wc) � N smumm z O 0 W w Li z ATIONETB LITPLANA IE2INTF- PiKADRAINACUE E.S.C. AN® RE rzpAnimr.,PHA!c z I 7A mmmm m I 0 25 50 100 A PORTION OF THE S 1/2 OF SECTION 13, TOWNSHIP 23 N, RANGE 4 E, W.M., 1 =50' RENTON, WASHINGTON S.W. SUNSET D. ( R90 —7 — �` � / _,-.••"'" �.�-•"� .` .�-.._�^-^_"-P,-...-�.---^-`"'. ".�..-------"""� �� ..-'_.--_ � �^-".... � � %tee.---",�....,.i' /-'_ ____...– ---^. EX:.,SD 771. - -fTOR -- _■ , ��,, , fJ, ! ._.._.-. �- /',-,.._..--- -.. "-� -i r-' -UPSTREAM STORMWATER FROM wPIPE SYSTEM IS COLLECTED AN -- CONVEYED BY AN EX. SUBSURFACE:A EX. VEGETATION`S y .-.._.LIMITS (lYP)-----DRAIN TO THE EX. DITCH ALONG THE NORTH SIDE OF RAILROAD R. W.: .-; ANY EXPOSED SOILS ALONG THE POINTE HERON LLC',f - _"_ _-- ----- -�- POND'S INTERIOR SIDE SLOPES SHALL =�ROSEEDED \ .� - ..,- -.. � ^! �� ��/ -PARCEL BOUNDARY _� BE MULCHED AND HIS ESTABLISHED. / ONCE FINAL GRADE IS ESTABLISHED. �% f f (SEE T.E.S.C. SEED MIX DETAIL =� �'��.�'✓'."""- ='_ - -/�•- ''~ ,/�'~ s ,- , `_' /r f/ _ - _ _ - - _ _ _ �- - ON SHEET E9.) NHE ST� / ! -;1----- __-- L ?f IO -_- - - I�....��^`'y �'''. --- L -� `� ` � - '� - i`'''r %TSH �; A�'" �E----___- / '�- ,,,•-- o��-- • •_ - - - - - _. - _-� I GRID SHEQ- \� \ 2:1 C4M1'ACTED rDEPTH)-Ff ` ,— __ _ --- - ■ sOR'�E-HA'BILITAT ON-Aj�D T@- -r1 _® /`- ��✓� f�VENT E-ROSION /PERMANENT STORMWATER DETENTION o ■ AND WATER QUALITY POND ! ,Y ___ �_�--/-/���/�-- -// ter, (SEE DETAILS ON SHEET E6) �® % __ 10 CONSTRUCT TEMP. 'V' DITCH ! Q ---_ PER DETAILS ON SHEET E9. 1-40 - /UNOPENED AND ✓' - I �'/' / `� __ o ii Z SSS' �HFS.0 < EZ 4IMPROVED Rly0e, ✓ ` / X% EAST BOUNDARY OF /` `� ✓ / /� `�, ® 0 CK RIVER QUARRY SITELu �, ! �� \t\ / (f,�,f'�! `w ■ LL ! �/i �� ` /� �% �� ► i ► I Alp / �, !//!/'�, off// - - - ■ o01, Z. s. cam. _ 2 _ _ w W.S.107.9 11 l \� �\ \•\�— ��� `J �� �` ��� 11 % �%/�'`}%-��/ �fANA EX. 12 HDPE PIPE lsJ�/`%/�// '�//v i'_// _-i ✓_/��--�"--�_�'=.=�c_ -_ _-- EX. TYPE -II CB� /�/� - j!!f� s!!diE FO' WEST END OF SILT FE CN E- 12" HDPE PIPE ROP% �.,--�� Ep�O �-\ "pN � \ �O /�.!/�,! ��--''''� � �j��/.'"`'✓�/�''`'r�`�...�/ �d�--`-�""---�"-^''.`._.�-,---,.."�.. 25' WETLAND BUFFER _ ` �� i/�� /!/!�' �� //r!✓�''/''' / ry �. -_. -,.'' / r.... --'" / EX. 12 CLAY) \\ EX. TYPE -1I B� . '' ' _✓ CULVERT 1\ W BIRDCAGE -- 'WETLAND A / _ ---''(EX. CATEGORY 3 WETLAND IE -27.57 WITH 25' BUFFER -- (1) THE PORTIO _m OF THE WETLAND WITHIN THE, , SUBJECT SITE IS 258 S.F. ± AND (2) AN ADDITIONAL 150 S.F. PORTION OF THE WETLAND EXTENDS ''� `����/�� � %�,i,-�'/����i/'f',✓//` ����-''�.� s'/,! /�-�"'�ION BN.�•` ,,,-�� INTO THE BNSF R/R R.O.W.) cp�- // " �� LIMITS (TYP) NOTE: NO TREES HAVING A CALIPER OF 2 INCHES OR GREATER (AT BREAST HEIGHT) LIE WITHIN THE PROJECT SITE (WORK AREA LIMITS). FINISHED GRADED AREAS THAT LIE OUTSIDE OF THE STORMWATER DETENTION AND WATER QUALITY POND AND OUTSIDE OF THE 1.5H:1V SLOPES SHALL BE SURFACED WITH CRUSHED AGGREGATE (TYP.) (6" MINIMUM COMPACTED DEPTH) FOR REHABILITATION AND TO PREVENT EROSION PHASE 2 CONSTRUCTION SEOUENCE: 1. ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF RENTON INSPECTOR. 2. PORTIONS OF THE POINTE HERON LLC PARCEL WERE PREVIOUSLY CLEARED AND PARTIALLY GRADED UNDER SEPARATE PERMITS. PROJECT SITE WORK AREA LIMITS ARE SHOWN ON SHEETS E5 AND E6. THESE WORK AREA LIMITS ARE WITHIN THE PREVIOUSLY CLEARED AREA AND, THEREFORE, IT IS NOT NECESSARY TO FLAG THE CLEARING LIMITS. 3. CONFIRM EXISTING SILT FENCE PER DETAIL ON SHEET E9 IS STILL IN THE LOCATIONS SHOWN ON SHEETS E5 AND E6. IF ANY SEGMENTS ARE DAMAGED OR MISSING, THEY ARE TO BE REPAIRED OR REPLACED. 4. AN ACCESS ROAD FROM MONSTER ROAD SW THROUGH THE BLACK RIVER QUARRY TO THE PROJECT SITE (WORK AREA LIMITS) IS ALREADY CONSTRUCTED AND IS TO BE USED FOR PROJECT CONSTRUCTION INGRESS AND EGRESS. 5. BOTH (A) CONSTRUCT THE PERMANENT STORMWATER DETENTION AND WATER QUALITY POND AND (B) CONTINUE PLACEMENT AND COMPACTION OF FILL NORTH AND EAST OF THE INTERIM (PHASE 1) STORMWATER DETENTION AND WATER QUALITY POND. HYDROSEED AND MULCH THE EXPOSED SOIL OF THE PERMANENT STORMWATER DETENTION AND WATER QUALITY POND'S INTERNAL SIDE SLOPES ONCE FINAL GRADE OF THOSE SLOPES HAS BEEN ACHIEVED. 6. ONCE THE PERMANENT STORMWATER DETENTION POND HAS BEEN CONSTRUCTED AND IS OPERATIONAL, BOTH (A) BEGIN FILLING THE EXISTING INTERIM (PHASE 1) STORMWATER DETENTION POND AND (B) CONTINUE TO CONSTRUCT THE 1.5H:lV ENGINEERED FILL SLOPE PER THE ESNW GEOTECHNICAL AND SOIL ENGINEERING REPORT'S SPECIFICATIONS. (ALSO, SEE SHEET E10 OF THIS PLAN SET FOR EXCERPTS FROM THAT REPORT.) 7. AS FILL MATERIAL IS PLACED, THE CONTRACTOR SHALL ENSURE THAT THE PORTION(S) OF THE PROJECT SITE NORTH OF AND ADJACENT TO THE TOP OF THE 1.5H:1V ENGINEERED FILL SLOPE HAVE A SURFACE GRADE THAT SLOPES AWAY (TO THE NORTH) SO THAT NO RUNOFF IS ALLOWED TO FLOW OVER THE TOP OF THE FILL SLOPE. 8. ONCE A FINAL TOP -OF -FILL SLOPE ELEVATION OF 128.0'± IS REACHED, COMPLETE THE INSTALLATION OF THE 12° HDPE PIPE AND THE TYPE II -48 STORM MANHOLE AT THE PIPE'S UPPER END IN ACCORDANCE WITH SHEET E6. 9. THE CONTRACTOR SHALL MAINTAIN TESC FACILITIES UNTIL THE RISK OF EROSION AND SEDIMENTATION HAS PASSED AND THE STORM SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN WATER TO DOWNSTREAM DRAINAGE SYSTEM(S). SEE SHEET E10 AND THE GEOTECHNICAL REPORT REFERENCED THEREON FOR SPECIFICATIONS CONCERNING THIS FILL SLOPE. INSTALL SILT FENCE ALONG PROPERTY LINE PER DETAILS ON SHEET E9 PERMIT #_ APPROVED FOR CONSTRUCTION By: Date: By: Date: By: Date By: Date REVISION BY I APPR. I DATE O W E.D H Q Z 0� 4�Z009 O �� F T �' A L E� 8/12/14 0 LL n w� Q W z_� ac z �IL Ir Z Ill Z C� —jZ Q T � W 0 N Z QU = Cij LL_ W M Z 0 W W _Z 0 W O �, w � W o Z 0 o Y S u a U q 4 t— (Y W Z> O r2 zLos 5! 0 tl N 0- J Q L� zw N Z T co w 000) O N 00 W c� a cp = W N I D W -, I— W �N 0 Z> x - O Q ,.n (L NO O W N- -.4-4 J > >� ED z O 0 W w Li z ATIONETB LITPLANA IE2INTF- PiKADRAINACUE E.S.C. AN® RE rzpAnimr.,PHA!c z I 7A mmmm m I 0 25 50 100 A PORTION OF THE S 1/2 OF SECTION 13, TOWNSHIP 23 N, RANGE 4 E, W.M., 1 =50' RENTON, WASHINGTON S.W. SUNSET D. ( R90 —7 — �` � / _,-.••"'" �.�-•"� .` .�-.._�^-^_"-P,-...-�.---^-`"'. ".�..-------"""� �� ..-'_.--_ � �^-".... � � %tee.---",�....,.i' /-'_ ____...– ---^. EX:.,SD 771. - -fTOR -- _■ , ��,, , fJ, ! ._.._.-. �- /',-,.._..--- -.. "-� -i r-' -UPSTREAM STORMWATER FROM wPIPE SYSTEM IS COLLECTED AN -- CONVEYED BY AN EX. SUBSURFACE:A EX. VEGETATION`S y .-.._.LIMITS (lYP)-----DRAIN TO THE EX. DITCH ALONG THE NORTH SIDE OF RAILROAD R. W.: .-; ANY EXPOSED SOILS ALONG THE POINTE HERON LLC',f - _"_ _-- ----- -�- POND'S INTERIOR SIDE SLOPES SHALL =�ROSEEDED \ .� - ..,- -.. � ^! �� ��/ -PARCEL BOUNDARY _� BE MULCHED AND HIS ESTABLISHED. / ONCE FINAL GRADE IS ESTABLISHED. �% f f (SEE T.E.S.C. SEED MIX DETAIL =� �'��.�'✓'."""- ='_ - -/�•- ''~ ,/�'~ s ,- , `_' /r f/ _ - _ _ - - _ _ _ �- - ON SHEET E9.) NHE ST� / ! -;1----- __-- L ?f IO -_- - - I�....��^`'y �'''. --- L -� `� ` � - '� - i`'''r %TSH �; A�'" �E----___- / '�- ,,,•-- o��-- • •_ - - - - - _. - _-� I GRID SHEQ- \� \ 2:1 C4M1'ACTED rDEPTH)-Ff ` ,— __ _ --- - ■ sOR'�E-HA'BILITAT ON-Aj�D T@- -r1 _® /`- ��✓� f�VENT E-ROSION /PERMANENT STORMWATER DETENTION o ■ AND WATER QUALITY POND ! ,Y ___ �_�--/-/���/�-- -// ter, (SEE DETAILS ON SHEET E6) �® % __ 10 CONSTRUCT TEMP. 'V' DITCH ! Q ---_ PER DETAILS ON SHEET E9. 1-40 - /UNOPENED AND ✓' - I �'/' / `� __ o ii Z SSS' �HFS.0 < EZ 4IMPROVED Rly0e, ✓ ` / X% EAST BOUNDARY OF /` `� ✓ / /� `�, ® 0 CK RIVER QUARRY SITELu �, ! �� \t\ / (f,�,f'�! `w ■ LL ! �/i �� ` /� �% �� ► i ► I Alp / �, !//!/'�, off// - - - ■ o01, Z. s. cam. _ 2 _ _ w W.S.107.9 11 l \� �\ \•\�— ��� `J �� �` ��� 11 % �%/�'`}%-��/ �fANA EX. 12 HDPE PIPE lsJ�/`%/�// '�//v i'_// _-i ✓_/��--�"--�_�'=.=�c_ -_ _-- EX. TYPE -II CB� /�/� - j!!f� s!!diE FO' WEST END OF SILT FE CN E- 12" HDPE PIPE ROP% �.,--�� Ep�O �-\ "pN � \ �O /�.!/�,! ��--''''� � �j��/.'"`'✓�/�''`'r�`�...�/ �d�--`-�""---�"-^''.`._.�-,---,.."�.. 25' WETLAND BUFFER _ ` �� i/�� /!/!�' �� //r!✓�''/''' / ry �. -_. -,.'' / r.... --'" / EX. 12 CLAY) \\ EX. TYPE -1I B� . '' ' _✓ CULVERT 1\ W BIRDCAGE -- 'WETLAND A / _ ---''(EX. CATEGORY 3 WETLAND IE -27.57 WITH 25' BUFFER -- (1) THE PORTIO _m OF THE WETLAND WITHIN THE, , SUBJECT SITE IS 258 S.F. ± AND (2) AN ADDITIONAL 150 S.F. PORTION OF THE WETLAND EXTENDS ''� `����/�� � %�,i,-�'/����i/'f',✓//` ����-''�.� s'/,! /�-�"'�ION BN.�•` ,,,-�� INTO THE BNSF R/R R.O.W.) cp�- // " �� LIMITS (TYP) NOTE: NO TREES HAVING A CALIPER OF 2 INCHES OR GREATER (AT BREAST HEIGHT) LIE WITHIN THE PROJECT SITE (WORK AREA LIMITS). FINISHED GRADED AREAS THAT LIE OUTSIDE OF THE STORMWATER DETENTION AND WATER QUALITY POND AND OUTSIDE OF THE 1.5H:1V SLOPES SHALL BE SURFACED WITH CRUSHED AGGREGATE (TYP.) (6" MINIMUM COMPACTED DEPTH) FOR REHABILITATION AND TO PREVENT EROSION PHASE 2 CONSTRUCTION SEOUENCE: 1. ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF RENTON INSPECTOR. 2. PORTIONS OF THE POINTE HERON LLC PARCEL WERE PREVIOUSLY CLEARED AND PARTIALLY GRADED UNDER SEPARATE PERMITS. PROJECT SITE WORK AREA LIMITS ARE SHOWN ON SHEETS E5 AND E6. THESE WORK AREA LIMITS ARE WITHIN THE PREVIOUSLY CLEARED AREA AND, THEREFORE, IT IS NOT NECESSARY TO FLAG THE CLEARING LIMITS. 3. CONFIRM EXISTING SILT FENCE PER DETAIL ON SHEET E9 IS STILL IN THE LOCATIONS SHOWN ON SHEETS E5 AND E6. IF ANY SEGMENTS ARE DAMAGED OR MISSING, THEY ARE TO BE REPAIRED OR REPLACED. 4. AN ACCESS ROAD FROM MONSTER ROAD SW THROUGH THE BLACK RIVER QUARRY TO THE PROJECT SITE (WORK AREA LIMITS) IS ALREADY CONSTRUCTED AND IS TO BE USED FOR PROJECT CONSTRUCTION INGRESS AND EGRESS. 5. BOTH (A) CONSTRUCT THE PERMANENT STORMWATER DETENTION AND WATER QUALITY POND AND (B) CONTINUE PLACEMENT AND COMPACTION OF FILL NORTH AND EAST OF THE INTERIM (PHASE 1) STORMWATER DETENTION AND WATER QUALITY POND. HYDROSEED AND MULCH THE EXPOSED SOIL OF THE PERMANENT STORMWATER DETENTION AND WATER QUALITY POND'S INTERNAL SIDE SLOPES ONCE FINAL GRADE OF THOSE SLOPES HAS BEEN ACHIEVED. 6. ONCE THE PERMANENT STORMWATER DETENTION POND HAS BEEN CONSTRUCTED AND IS OPERATIONAL, BOTH (A) BEGIN FILLING THE EXISTING INTERIM (PHASE 1) STORMWATER DETENTION POND AND (B) CONTINUE TO CONSTRUCT THE 1.5H:lV ENGINEERED FILL SLOPE PER THE ESNW GEOTECHNICAL AND SOIL ENGINEERING REPORT'S SPECIFICATIONS. (ALSO, SEE SHEET E10 OF THIS PLAN SET FOR EXCERPTS FROM THAT REPORT.) 7. AS FILL MATERIAL IS PLACED, THE CONTRACTOR SHALL ENSURE THAT THE PORTION(S) OF THE PROJECT SITE NORTH OF AND ADJACENT TO THE TOP OF THE 1.5H:1V ENGINEERED FILL SLOPE HAVE A SURFACE GRADE THAT SLOPES AWAY (TO THE NORTH) SO THAT NO RUNOFF IS ALLOWED TO FLOW OVER THE TOP OF THE FILL SLOPE. 8. ONCE A FINAL TOP -OF -FILL SLOPE ELEVATION OF 128.0'± IS REACHED, COMPLETE THE INSTALLATION OF THE 12° HDPE PIPE AND THE TYPE II -48 STORM MANHOLE AT THE PIPE'S UPPER END IN ACCORDANCE WITH SHEET E6. 9. THE CONTRACTOR SHALL MAINTAIN TESC FACILITIES UNTIL THE RISK OF EROSION AND SEDIMENTATION HAS PASSED AND THE STORM SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN WATER TO DOWNSTREAM DRAINAGE SYSTEM(S). SEE SHEET E10 AND THE GEOTECHNICAL REPORT REFERENCED THEREON FOR SPECIFICATIONS CONCERNING THIS FILL SLOPE. INSTALL SILT FENCE ALONG PROPERTY LINE PER DETAILS ON SHEET E9 PERMIT #_ APPROVED FOR CONSTRUCTION By: Date: By: Date: By: Date By: Date REVISION BY I APPR. I DATE O W E.D H Q Z 0� 4�Z009 O �� F T �' A L E� 8/12/14 0 LL n w� Q W z_� ac z �IL Ir Z Ill Z C� —jZ Q T � W 0 N Z QU = Cij LL_ W M Z 0 W W _Z 0 CITY OF RENTON COEPARTMENT OF PUBLIC WORKS PHASE 2 — GRADING, INTERIM DRAINAGE, E.S.C., AND REHABILITATION PLANS POINTE HERON/S3 DESIGNED DD DATE 8/12/14 FILE NO. LUA 03 - DRAWN CES IVEM CHECKED DD SCALE RU��`'., FIELD BOOK PAGE APPROVED JAN 2 3 2015 SHEET E5 OF 10 DIRECTOR Of PUBLIC WORKS CITY 0FRENTION PLANNING DIVI$IQN I X z Z V) w 0 a 0 O N 1-1 Lo Do 6 E 0 0 v� N I 0 0 N a a E Q i 0 0 N i 0 0 0 i O z m O LLI 0 m U) 0 t— W Z> O 0 zLos 5! 0 Co N 0- J L� zw N Z T co 000) O N 00 W c� Q cp = W N I D W�_ -, I— W �N 0 Z> - O Q ,.n (L NO O W N- -.4-4 J > >� Lo U) CITY OF RENTON COEPARTMENT OF PUBLIC WORKS PHASE 2 — GRADING, INTERIM DRAINAGE, E.S.C., AND REHABILITATION PLANS POINTE HERON/S3 DESIGNED DD DATE 8/12/14 FILE NO. LUA 03 - DRAWN CES IVEM CHECKED DD SCALE RU��`'., FIELD BOOK PAGE APPROVED JAN 2 3 2015 SHEET E5 OF 10 DIRECTOR Of PUBLIC WORKS CITY 0FRENTION PLANNING DIVI$IQN I X z Z V) w 0 a 0 O N 1-1 Lo Do 6 E 0 0 v� N I 0 0 N a a E Q i 0 0 N i 0 0 0 i O z m O LLI 0 m U) = G.5 U Z> O zLos w 0- J L� zw Q O N 00 Qf c� 00 N r- 00 z N I I Q Ln Ln Zw �Z �� ELI - ,.n Lo NO O W N- -.4-4 J > >� CITY OF RENTON COEPARTMENT OF PUBLIC WORKS PHASE 2 — GRADING, INTERIM DRAINAGE, E.S.C., AND REHABILITATION PLANS POINTE HERON/S3 DESIGNED DD DATE 8/12/14 FILE NO. LUA 03 - DRAWN CES IVEM CHECKED DD SCALE RU��`'., FIELD BOOK PAGE APPROVED JAN 2 3 2015 SHEET E5 OF 10 DIRECTOR Of PUBLIC WORKS CITY 0FRENTION PLANNING DIVI$IQN I X z Z V) w 0 a 0 O N 1-1 Lo Do 6 E 0 0 v� N I 0 0 N a a E Q i 0 0 N i 0 0 0 i O z m O LLI 0 m 0 2 Z O 7 O w I zo cn w o a o w U d w W Q Z LL 155 W %_I Z C.F. C.F. o O 115.5 27,729 0 E j -s-) 14,200 C� G o Z U �Zz w0 Lij Q U cr Q) O 04 �I Q a� w a Z �_ w 124 56,323 1 54,569 1 275,509 z a_ V la- w N 00 Z� C) w I"_ Z o Q= Q O z o I W ^ D -17 cr CL > Lo r � OQ� u7 N Z (L Q > 155 C) V) QU = to Q IL W w U d w MIN. TOP OF POND EL = 100 YR. WATER SURFACE STATIC W.S. EL = 118.0' DETENTION POND VOLUME DETENTION POND VOLUME J C.F. C.F. o O 115.5 27,729 0 E j -s-) 14,200 �w o Z z boa Lij Q U /�, Q) O 04 �I Q a� m m m o m � o Zz Q 0 o mZ >`O W >N 0 0 it X w Q W n ® m MIN. TOP OF POND EL = 100 YR. WATER SURFACE STATIC W.S. EL = 118.0' DETENTION POND VOLUME DETENTION POND VOLUME J C.F. C.F. W L 115.5 27,729 0 =U Z O 14,200 Z J Z p p Z z boa 78,128 p Z 122,285 122 49,310 a w a 123 52,816 51,063 n ® m w Q 0 I 0 z - -� PHASE0 25 50 100 2 GRADING, INTERIM DRAINAGE, AND REHABILITATION PLANS _ A PORTION OF THE S 1/2 OF SECTION 13, TOWNSHIP 23 N, RANGE 4 E, W.M., 1 =50'\---` \� -\ \ \-=_ = \'�'/�- \ \_ \ � ==- = _ _ PENTON, WASHINGTON �� „"",•-•-• -.- �.� ______ ____--, _..---"_._._-� _--- ___---- r.Y-r -ANY EXPOSED SOILS ALONG THE `-_ \POND'S SIDE SLOPES SHALE-- ~- BE MULCHED AND HYDROSEEDEDElf �j -`� `� _._ - • �` \�\_ \\�=='.-�_-'`�``'~� C�-_`� IS ESTABLISHED. (SEE T. E.S. C. 5EEC1 ONCE FINAL GRADE OF THOSE SLOP= �\��� MIX DETAIL ON �iE'�1��-E�9�"- _` - _-- �....� UPSTREAM STORMWATER FROM EX... ---- PIPE SYSTEM IS COLLECTED AND i ■--- .�.-_--_.__-- �,e-_� -- ..._ � r ___:: '._._----____- -____\ � ------ - = _-__..!lt.a♦.�`----..� CONVEYED BY AN EX. SUBSURFACE.. ----" _- _�__- _ _ -_ _ I� ____-3.1 _= _ ___,� DRAIN TO THE EX. DITCH ALONG THEA`--- ----- ------ ------__ ------- NORTH SIDE OF RAILROAD R.O.W. __________-- _ _ --" __ _- _. - __�- --_'_ - ----}---------- ------------------- ` ``1 �. \ \ ■ moi-- -�_ ♦1 ---------------_ - --_3:1 `` =--128 _---- _-- --- ------ ------�\�\► `\ Elm®--_-----_--_- --------` - ---- - - - -._ -```y-= --------- r----------��� �;�� j G \ \\\\\`\ D \ _UPSTREAM STORMWATER FROM EX. PIPE SYSTEM IS COLLECTED AND r-- _---_2_--- --------- -------------- 5 6q 2:1 \ \\ �\ ��\.. ``...�"\ \- �'`�`~~\ CONVEYED BY AN EX. SUBSURFACE 41 - i ► 1 0 \ \� `\\\\\\ �\`'\~- \\'\�� DRAIN TO THE EX. DITCH ALONG THE �\ \\ ■ _ -__ _-----'fes INSTALL RIP RAP PAD _ ~a o IE -118.00 "� �_�j L,4 NORTHSIDE OF RAILROAD R.O.W.' ---- PER C, AILS 0 -- --- _____ ________A __ ___y! j� t� \ EMERGENCY OVERFLOW STRUCTURE'- - _ � N E9. _ ---- - ---------------------- - --- / -ppm '� ® 30' + . -- _-- - __ ____________= 2:1 =------�----- -- _-- e �� ' TYPE II -48" W/ BIRDCAGE LID PRO ` � �'���\ ` s CD _ 2:1: '� _ __-_ _- _�__��---- --�_-_ __ _-__ -- _- = RIM=124.00 IE=117.90 (12" W) �W /OI�H -, _-___ - _ - ____ IE=117.90 (18" S) 2:1= - FLOW CONTROL M.H.�'� PERMANENT STORMWATER DETENTION AND TYPE II -54" W/SOLID LOCKING LID- �i __ --- WATER QUALITY POND SEE DETAILS ON SHEET E9. I _ . -.-- `-- --- - -_ ®®® j -- \\ (596'x41' BOT. DIMENSIONS) /' / �---' 00 `�-- - ' ®-� / / //'- __ - \� ``~ �� SEE TABL BELOW�`-� --_ `/'--- -____ -_ 12 WIDE POND ACCESS ROAD �-' - _ ---___ _ �/ _�'�..; a ® 12% MAX SLOPE ® // SURFACE W 6" MIN. COMPACTEDDEPTH CRUSHED ROCK /� /�"�- "�~- ---- -_ -_ ~�.`\ \-- -- ��--�'-A�� `\ 7�• \�`'`� \\ ���--...' 00 -■ - =` - = `�` = = -/� .,• '." -._- -� CONSTRUCT TEMP. 'V' DITCH %/ PER DETAILS ON SHEET E9. ® ice\ �� �' \ /` ` 278 LF8 SD 0.54 oo ■\ - - - --`" --- \ - -� -' __ _,_ - �� = - FINISHED GRADED A EAS THAT rr \\\� \ LIE OUTSIDE OF THE TORMWATER - -- �_--.___- -� - ---- - - TYPE II -48 MH\ / ® -s -- -- __ _� _- W� -- ---- g0 _ ____ __-- -- - ATE QUALITY o° / / ---� \\ETENTION AND W \ f O a�\/\-- RIM=128.0 t\� 1 t POND AND OUTSIDE 0 THE 1.5H:1V IE=116.40 (18r� N)\ �\ SLO SHALL BE SU ACED WITH DAYLIGHT PIPE I IE 11640 (12 S)1 CRUSH ' AGGREGATE Pi ® EL=f 116.0 \ / 6 MIN. MPACTED D PTH 0 r\z%/' _- I / (ANCHOR HDPE PIPE PER�'>>1t / �`� / (" DT )) \ O ��✓,�/\�'/ - - �" T-- ___-__-_ - MANUFACTURER'S RECOMMENDATIONS)� � 3 `\ FOR REHABI ITATION AND TO \ LL / / / %/ � _ -2 •-�__ -_ � ��� �� ''�' \� �`\ \ PREVENT ER ION \ / % _ _=- _= - = �=_= =- � � =�-= �` _ �=-�• _ _ ��`.' \�~-•- ``~� `~- -- .,\moi'-,..��- = - _'-�\=\�`�.. --_--_--- -_-�--- .L_ __ =--=n-.c7 oJ� -- - sir-=' ----- --o'z a--``'-- _ `�-`�. `•.=` .,,r. ��, ------------- _-- __- J-- - �-" -_- =1_- - �L�:w N._�� �'�\ `mss= �`�\�\�'` \\\ =:v�V�".�1�,\ \ �i �" //�/ /%�%J'�lj..-� ✓ \- �\ \` WL _-_-_- ..-�Z W�---____ __- __- ____-_-__._ ___-._.-__--____._ _ __- _- � 'Li..a'_-_-- - _ ---- ___�•.�--__-_-_ - - __ _ --- �.� -J.i� _' - '��`s�.`\.� � ��-�` ��y"`c�?�� �Q�\��\`�\.��\ � /�/�/ ems'/�" �/%'// `� •-- _-- - ice- ---_ _ -_- - _-.�_'-=-.a'.".� "`�v^.. ���<C'�\� �� 35 MINIMUM,�/� J1 STREAM BUFFER ---- - - - - _ --- _ - _ - _ �-- _ -_ _ _ _ _ _ _. _ -----• - --_"` __.------ ''-i e---' `.....-•-•./ ��--� - -�` �=;'�^�.- �� � \�'�\\\\.`. \'\�`' �`•., \.�.. � \ �� \ �\ � � � �� � � = � _ _ -_ _ _ _ �_-_- /rf ✓/' (BUFFER EXTEN DS e /,,�----1 r'' •'/ 1 / � j j,OUT TO PROTECTED �1 / SLOPE AREA EX. ENGINEERED FILL BOUNDARIES).. - X ■+-----..._....`== _--_•-_---"_ '___..".._. -.-Y_-- �___--- "`_..---_.._ �` �'` � � SLOPE TO REMAIN--, `._. fie_`_- _ _`�-- ___ __EX. ENGINEERED FILL =EX. CLASS 4 STREAM ��_---_..__- ----..--� nn �� �-�- �-----I---- -- --- �EAST END OF SILT FENCE -- - `` \�\\ \\\ \�\ `\ \�\ �\e SLOPE TO REMAIN- i f' % / '�''' // "__--lilt B.N.S.F. RAILROAD ZKO 155 LF 12 HDPE��`- STORM DRAIN "~- _ - �-_ -� \\� \\ \\\\`\ �,EX. VEGETATION TO BE INSTALLED `��-- �, ~\� ~-� -`-�\� \\ \ \\`� LIMITS (TYP)` -- CONNECT NEW 12" HDPE SD -----, D- `�\ AND ANCHORED TO -..,. SLOPE SURFACE TO EXISTING TYPE II MANHOLE (ANCHOR PIPE PER MANUFACTURER PROTECTED SLOPE �- SEP SHEET E10 AND THE GEOTECHNICAL �' REQUIREMENTS REPORT ``_--- \\'� \ ```�'�\\\~` \`\ \ AREA1 /-..... • •'• '•'•'•' • .J� \ `\ _ E 0RT REFERENCED THEREON FOR �`^`--.� `~- -'`® 7-`\.�\.. � ~```�`•^ '`�\\\`"`�. \"\�'�•-----�'--'"•� INSTALL SILT FENCE SPECIFICATIONS CONCERNING THIS FILL SLOPE. EX 18" ADS PIPE WETLAND B ALONG PROPERTY LINE` _. PER DETAILS ON SHEET E9 ■ ■ WETPOND DATA (PERMANENT POND) MIN. TOP OF POND EL = 100 YR. WATER SURFACE STATIC W.S. EL = 118.0' DETENTION POND VOLUME DETENTION POND VOLUME STATIC WATER EL = 118.0' TOP SEDIMENT STORAGE EL = 115.5' POND BOT. EL = 114.5' WET POND VOLUME REQUIRED = 70,390 C.F. WET POND VOLUME PROVIDED = 78,960 C.F. C.F. C.F. W TOTAL VOLUME 115.5 27,729 0 0 o 14,200 w 44,926 Z Y p 78,128 121 45,875 44,157 122,285 122 49,310 47,592 169,877 123 52,816 51,063 220,940 124 56,323 1 54,569 1 275,509 Z a_ Q M W Q N 00 ow Z w W N CD I 0 N Z I Q Q w Q 0 I 0 z - -� PHASE0 25 50 100 2 GRADING, INTERIM DRAINAGE, AND REHABILITATION PLANS _ A PORTION OF THE S 1/2 OF SECTION 13, TOWNSHIP 23 N, RANGE 4 E, W.M., 1 =50'\---` \� -\ \ \-=_ = \'�'/�- \ \_ \ � ==- = _ _ PENTON, WASHINGTON �� „"",•-•-• -.- �.� ______ ____--, _..---"_._._-� _--- ___---- r.Y-r -ANY EXPOSED SOILS ALONG THE `-_ \POND'S SIDE SLOPES SHALE-- ~- BE MULCHED AND HYDROSEEDEDElf �j -`� `� _._ - • �` \�\_ \\�=='.-�_-'`�``'~� C�-_`� IS ESTABLISHED. (SEE T. E.S. C. 5EEC1 ONCE FINAL GRADE OF THOSE SLOP= �\��� MIX DETAIL ON �iE'�1��-E�9�"- _` - _-- �....� UPSTREAM STORMWATER FROM EX... ---- PIPE SYSTEM IS COLLECTED AND i ■--- .�.-_--_.__-- �,e-_� -- ..._ � r ___:: '._._----____- -____\ � ------ - = _-__..!lt.a♦.�`----..� CONVEYED BY AN EX. SUBSURFACE.. ----" _- _�__- _ _ -_ _ I� ____-3.1 _= _ ___,� DRAIN TO THE EX. DITCH ALONG THEA`--- ----- ------ ------__ ------- NORTH SIDE OF RAILROAD R.O.W. __________-- _ _ --" __ _- _. - __�- --_'_ - ----}---------- ------------------- ` ``1 �. \ \ ■ moi-- -�_ ♦1 ---------------_ - --_3:1 `` =--128 _---- _-- --- ------ ------�\�\► `\ Elm®--_-----_--_- --------` - ---- - - - -._ -```y-= --------- r----------��� �;�� j G \ \\\\\`\ D \ _UPSTREAM STORMWATER FROM EX. PIPE SYSTEM IS COLLECTED AND r-- _---_2_--- --------- -------------- 5 6q 2:1 \ \\ �\ ��\.. ``...�"\ \- �'`�`~~\ CONVEYED BY AN EX. SUBSURFACE 41 - i ► 1 0 \ \� `\\\\\\ �\`'\~- \\'\�� DRAIN TO THE EX. DITCH ALONG THE �\ \\ ■ _ -__ _-----'fes INSTALL RIP RAP PAD _ ~a o IE -118.00 "� �_�j L,4 NORTHSIDE OF RAILROAD R.O.W.' ---- PER C, AILS 0 -- --- _____ ________A __ ___y! j� t� \ EMERGENCY OVERFLOW STRUCTURE'- - _ � N E9. _ ---- - ---------------------- - --- / -ppm '� ® 30' + . -- _-- - __ ____________= 2:1 =------�----- -- _-- e �� ' TYPE II -48" W/ BIRDCAGE LID PRO ` � �'���\ ` s CD _ 2:1: '� _ __-_ _- _�__��---- --�_-_ __ _-__ -- _- = RIM=124.00 IE=117.90 (12" W) �W /OI�H -, _-___ - _ - ____ IE=117.90 (18" S) 2:1= - FLOW CONTROL M.H.�'� PERMANENT STORMWATER DETENTION AND TYPE II -54" W/SOLID LOCKING LID- �i __ --- WATER QUALITY POND SEE DETAILS ON SHEET E9. I _ . -.-- `-- --- - -_ ®®® j -- \\ (596'x41' BOT. DIMENSIONS) /' / �---' 00 `�-- - ' ®-� / / //'- __ - \� ``~ �� SEE TABL BELOW�`-� --_ `/'--- -____ -_ 12 WIDE POND ACCESS ROAD �-' - _ ---___ _ �/ _�'�..; a ® 12% MAX SLOPE ® // SURFACE W 6" MIN. COMPACTEDDEPTH CRUSHED ROCK /� /�"�- "�~- ---- -_ -_ ~�.`\ \-- -- ��--�'-A�� `\ 7�• \�`'`� \\ ���--...' 00 -■ - =` - = `�` = = -/� .,• '." -._- -� CONSTRUCT TEMP. 'V' DITCH %/ PER DETAILS ON SHEET E9. ® ice\ �� �' \ /` ` 278 LF8 SD 0.54 oo ■\ - - - --`" --- \ - -� -' __ _,_ - �� = - FINISHED GRADED A EAS THAT rr \\\� \ LIE OUTSIDE OF THE TORMWATER - -- �_--.___- -� - ---- - - TYPE II -48 MH\ / ® -s -- -- __ _� _- W� -- ---- g0 _ ____ __-- -- - ATE QUALITY o° / / ---� \\ETENTION AND W \ f O a�\/\-- RIM=128.0 t\� 1 t POND AND OUTSIDE 0 THE 1.5H:1V IE=116.40 (18r� N)\ �\ SLO SHALL BE SU ACED WITH DAYLIGHT PIPE I IE 11640 (12 S)1 CRUSH ' AGGREGATE Pi ® EL=f 116.0 \ / 6 MIN. MPACTED D PTH 0 r\z%/' _- I / (ANCHOR HDPE PIPE PER�'>>1t / �`� / (" DT )) \ O ��✓,�/\�'/ - - �" T-- ___-__-_ - MANUFACTURER'S RECOMMENDATIONS)� � 3 `\ FOR REHABI ITATION AND TO \ LL / / / %/ � _ -2 •-�__ -_ � ��� �� ''�' \� �`\ \ PREVENT ER ION \ / % _ _=- _= - = �=_= =- � � =�-= �` _ �=-�• _ _ ��`.' \�~-•- ``~� `~- -- .,\moi'-,..��- = - _'-�\=\�`�.. --_--_--- -_-�--- .L_ __ =--=n-.c7 oJ� -- - sir-=' ----- --o'z a--``'-- _ `�-`�. `•.=` .,,r. ��, ------------- _-- __- J-- - �-" -_- =1_- - �L�:w N._�� �'�\ `mss= �`�\�\�'` \\\ =:v�V�".�1�,\ \ �i �" //�/ /%�%J'�lj..-� ✓ \- �\ \` WL _-_-_- ..-�Z W�---____ __- __- ____-_-__._ ___-._.-__--____._ _ __- _- � 'Li..a'_-_-- - _ ---- ___�•.�--__-_-_ - - __ _ --- �.� -J.i� _' - '��`s�.`\.� � ��-�` ��y"`c�?�� �Q�\��\`�\.��\ � /�/�/ ems'/�" �/%'// `� •-- _-- - ice- ---_ _ -_- - _-.�_'-=-.a'.".� "`�v^.. ���<C'�\� �� 35 MINIMUM,�/� J1 STREAM BUFFER ---- - - - - _ --- _ - _ - _ �-- _ -_ _ _ _ _ _ _. _ -----• - --_"` __.------ ''-i e---' `.....-•-•./ ��--� - -�` �=;'�^�.- �� � \�'�\\\\.`. \'\�`' �`•., \.�.. � \ �� \ �\ � � � �� � � = � _ _ -_ _ _ _ �_-_- /rf ✓/' (BUFFER EXTEN DS e /,,�----1 r'' •'/ 1 / � j j,OUT TO PROTECTED �1 / SLOPE AREA EX. ENGINEERED FILL BOUNDARIES).. - X ■+-----..._....`== _--_•-_---"_ '___..".._. -.-Y_-- �___--- "`_..---_.._ �` �'` � � SLOPE TO REMAIN--, `._. fie_`_- _ _`�-- ___ __EX. ENGINEERED FILL =EX. CLASS 4 STREAM ��_---_..__- ----..--� nn �� �-�- �-----I---- -- --- �EAST END OF SILT FENCE -- - `` \�\\ \\\ \�\ `\ \�\ �\e SLOPE TO REMAIN- i f' % / '�''' // "__--lilt B.N.S.F. RAILROAD ZKO 155 LF 12 HDPE��`- STORM DRAIN "~- _ - �-_ -� \\� \\ \\\\`\ �,EX. VEGETATION TO BE INSTALLED `��-- �, ~\� ~-� -`-�\� \\ \ \\`� LIMITS (TYP)` -- CONNECT NEW 12" HDPE SD -----, D- `�\ AND ANCHORED TO -..,. SLOPE SURFACE TO EXISTING TYPE II MANHOLE (ANCHOR PIPE PER MANUFACTURER PROTECTED SLOPE �- SEP SHEET E10 AND THE GEOTECHNICAL �' REQUIREMENTS REPORT ``_--- \\'� \ ```�'�\\\~` \`\ \ AREA1 /-..... • •'• '•'•'•' • .J� \ `\ _ E 0RT REFERENCED THEREON FOR �`^`--.� `~- -'`® 7-`\.�\.. � ~```�`•^ '`�\\\`"`�. \"\�'�•-----�'--'"•� INSTALL SILT FENCE SPECIFICATIONS CONCERNING THIS FILL SLOPE. EX 18" ADS PIPE WETLAND B ALONG PROPERTY LINE` _. PER DETAILS ON SHEET E9 ■ ■ WETPOND DATA (PERMANENT POND) MIN. TOP OF POND EL = 100 YR. WATER SURFACE STATIC W.S. EL = 118.0' DETENTION POND VOLUME DETENTION POND VOLUME STATIC WATER EL = 118.0' TOP SEDIMENT STORAGE EL = 115.5' POND BOT. EL = 114.5' WET POND VOLUME REQUIRED = 70,390 C.F. WET POND VOLUME PROVIDED = 78,960 C.F. C.F. C.F. ELEVATION AREA SF INCREMENTAL VOLUME TOTAL VOLUME 115.5 27,729 0 0 116 29,072 14,200 14,200 117 32,380 30,726 44,926 118. 35,689 34,034 1 78,960 WITHIN CASING 24 STEEL 0 0 -----,(EX. CATEGORY 3 HYDRAULICALLY CONNECTED FOREST TO THE SOUTHWEST OF THE BNSF RAILROAD R/W. IF WETLAND 'B' IS ------ _ HYDRAULICALLY CONNECTED TO WETLANDS IN THE BLACK RIVER RIPARIAN _ 1`~-"'"� l ' �� 25' WETLAND BUFFER FOREST, WETLAND 'B' IS REGULATED UNDER RENTON'S SHORELINE MASTER~^-®\'ff \\\\ NOTE: PROGRAM AND IS A CATEGORY II WETLAND UNDER RMC 4-3-090D.2.d WITH A x'150' BUFFER PER RAEDEKE ASSOCIATES (AUGUST 2014) -- THE PORTION OF NO TREES HAVING A CALIPER OF 2 INCHES OR GREATER (AT BREAST HEIGHT) LIE WITHIN THE WETLAND WITHIN THE SUBJECT SITE IS (6,078 SF. -- APPROXIMATELY 2 THE PROJECT SITE WORK AREA LIMITS ADDITIONAL ACRES OF THIS WETLAND EXTEND ONTO THE ABUTTING PARCEL T0� THE SOUTHEAST). DETENTION POND DATA (PERMANENT POND) MIN. TOP OF POND EL = 100 YR. WATER SURFACE STATIC W.S. EL = 118.0' DETENTION POND VOLUME DETENTION POND VOLUME 125.0' EL = 124.0' REQUIRED = 236,048 PROVIDED = 275,509 C.F. C.F. ELEVATION AREA SF INCREMENTAL VOLUME TOTAL VOLUME 118 35,689 0 0 119 39,064 37,376 37,376 120 42,440 40,752 78,128 121 45,875 44,157 122,285 122 49,310 47,592 169,877 123 52,816 51,063 220,940 124 56,323 1 54,569 1 275,509 O EE. � W y�FS By: Q Z By: By: A L EN 8/12/14 By: w� 00III\ Q Q W Z z Cc Q MEL W LC Z W O J -I Z X _31=-cN Ld N Z � Q M W Q N 00 ow Z w W N CD I 0 N Z I Q .. (W w <0 D -17 cpw CL > co Z O w w X w 1- z O CL = V) 0 U O T1_ Z� O F- O W Uc�nc' 0 J d F¢- J -I cq X _31=-cN Ld N O � 60- r7 O �CO0)N N 00 ow Z W N CD Q � _ W I I zw D 3: Ln 1w-Wwo Z > Lo r U OQ� u7 w (L Q > 155 C) V) L0 co Z O w w X w 1- z O CL = V) 0 U Z� O z� N W J d F¢- z Q X z w Ld N gZ Q r7 O N N N 00 ow Z 00 pr) N CD I- 00 > 0_ Z Q I I zw 3: Ln 0z Lo r �� u7 u7 w :Z > C) V) PERMIT # 'I-- I�� I W .- �1Tv nr= p�K I ITnki APPROVED FOR CONSTRUCTION Date: Date: Date Date NO. REVISION \ y DEPARTMENT OF PUBLIC WORKS PHASE 2 - GRADING, INTERIM DRAINAGE, E.S.C., AND REHABILITATION PLANS POINTE HERON/S3 DESIGNED DD DATE 8/12/14 FILE NO. LUA 03 - DRAWN CES CHECKED DD SCALE APPROVED FIELD BOOK PACE_ ni p. BY APPR. DATE c DIRECTOR OF PUBLIC WONS, SHEET E6 OF 10 PLANNING €?lVllalV i I I 4-: Q) X z 0 Lu J C� z w Q 0 N 00 00 N E v 0 3 d' rn a� 0 0 N a 0 Q i 0 O N i U) 0 O 0 i N 0 U O O O N cp N E H a 3 N N I 0 0 N <f- v c E L Q O O N O O O N Ii all al CITE' OF RENTON PLANNING DIVISION 42 L x Z O W J C.� Z N W N O U n (D O N 00 N E 1- \ N 0 r) n e JAN 2 3 2ojy PLANNING DIVISION . 0 0 :S' Z O U, Z w o w W C) a VJ ._I crry^^ PERCENT W a a Q 0 Z o W O D U cr 90 W 92 Z y w Q U Q W 41c � E F- W W Z o O z IL m 0 Z W C) a rr�Ne PERCENT W a a O O 0 40% I o V o 90 10% 92 O w Q U 98 41c � E o W Q) ONE SUPPORT Z V)i cj o� o ZZ Q OF Q E_ wN O U z O V) w ry w z O Ld L STORM DRAINAGE NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. IF AND WHERE APPLICABLE, CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATIONS (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE U.S.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 6. SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE INSTALLED PER THE CONSTRUCTION SEQUENCE LISTED ON SHEET E2 AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 7. THE STORMWATER DETENTION AND WATER QUALITY POND DEPICTED ON SHEET E3 MUST BE INSTALLED PER THE CONSTRUCTION SEQUENCE LISTED ON SHEET E2 UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING (SEE T.E.S.C. SEED MIX DETAIL, THIS SHEET). 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C," WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95 PERCENT FOR PAVEMENT AND STRUCTURAL FILL AND 90 PERCENT OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS ACROSS EXISTING ROADS IN PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 INCHES TO 8 INCHES ROCK/ 40 PERCENT TO 70 PERCENT PASSING; 2 INCHES TO 4 INCHES ROCK/30 PERCENT TO 40 PERCENT PASSING; AND 2 INCHES ROCK/10 PERCENT TO 20 PERCENT PASSING. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM AND SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23, TRAFFIC CONTROL, SHALL APPLY. 19. PIPE COVER NOTES: A. COVER IS THE MATERIAL OVER THE OUTSIDE TOP OF THE PIPE (COVER MAY NOT INCLUDE THE MATERIAL OF THE PIPE). IF YOU HAVE A THREE FOOT GRADE DIFFERENTIAL BETWEEN THE INVERT OF A 12" DIAMETER PIPE AND THE GROUND OR THE GRATE ELEVATION OF A STRUCTURE, YOU DO NOT HAVE TWO FEET OF COVER OVER THE PIPE. B. WHEN CALCULATING GRADE FOR PIPE COVER THERE SHALL BE A DIFFERENTIAL EQUAL TO THE DEPTH OF COVER (IN FEET) PLUS 0.2 FEET FOR THE WALL THICKNESS OF THE PIPE PLUS THE DIAMETER OF THE PIPE OVER THE INVERT ELEVATION OF THE PIPE. C. FOR A MIN. 2 FT. COVER - ANY MATERIAL LISTED IN KC SWDM 2009 OTHER THAN PVC MAY BE USED. D. FOR COVER FROM 1 FT. TO 2 FT. USE REINFORCED CONCRETE PIPE, (PLAIN CONCRETE PIPE MAY BE USED FOR DRIVEWAY CULVERT). E. FOR COVER LESS THAN 1 FT., DUCTILE IRON PIPE IS USED. F. PVC PIPE REQUIRES MIN. 3FT. COVER. 20. ALL STORM DRAINAGE CONVEYANCE PIPE SHOWN AS "SD" ON THE PLAN SHALL BE ONE OF THE FOLLOWING DESIGNATED: A. CONCRETE STORM SEWER PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 76-85 CLASS IV REINFORCED CONCRETE PIPE. B. SMOOTH WALL SPIRAL RIB METAL PIPE (ALUMINUM, ALUMINIZED STEEL, OR ASPHALT -TREATED STEEL). 16 GAUGE WITH 3/4 -INCH 5/8 -INCH RIBS ON 12 -INCH CENTER. C. ADS TYPE N-12 (OR EQUIVALENT) HIGH-DENSITY POLYETHYLENE CORRUGATED PIPE WITH AN INTEGRALLY FORMED SMOOTH INTERIOR TO THE REQUIREMENTS OF AASHTO M-294. D. POLYVINYL CHLORIDE (PVC) SEWER PIPE SDR35 OR EQUAL. E. DUCTILE IRON CLASS 50 & 52 F. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP) G. MINIMUM PIPE COVER SHALL BE 2.0 FEET (UNLESS OTHERWISE SPECIFIED). H. PIPE MAY BE ANY OF THE ABOVE PROVIDED: 1. PIPE JOINTS MUST BE OF THE SAME MATERIALS, AND 2. WHERE A PIPE MATERIAL IS SPECIFICALLY SHOWN ON THE PLAN, THAT MATERIAL MUST BE USED. ,Y SPALLS TEMPORARY ROAD X-ING SWALE NOT TO SCALE � im N I DIN pj :a IFATI I I VA -ROCK MUST COMPLETELY 2:1 SLOPES COVER THE BOTTOM �,R_� AND SIDES OF THE DITCH ` 8_0�� 6" MIN. ao_000 o`^�) `� _� A B 00-0 0(' �Z�'� o-,-00'. -oV� oO( ��j,o-��oV(�0�0�� o z / //\ \�\\ o00Q`� o0 ' o-oV o-oV o-�V o-�V N� 00 0 0 0 -lJ \\ L= THE DISTANCE SUCH THAT CROSS SECTION POINTS A AND B ARE OF EQUAL ELEVATION CHECK DAM SPACING "V" DITCH AND ROCK CHECK DAM DETAILS NOT TO SCALE zz aw 2. MgIV 11- r '�'.® _ 2 MAINTENANCE STANDARDS 1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 2. IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE CHECK DAMS/SWALES SHALL BE INCREASED. 3. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS DESIGN CAPACITY. 4. IF THE CHANNEL CAPACITY IS INSUFFICIENT FOR THE DESIGN FLOW, IT MUST BE DETERMINED WHETHER THE PROBLEM IS LOCAL (E.G., A CONSTRICTION OR BEND) OR THE CHANNEL IS UNDER -DESIGNED. IF THE PROBLEM IS LOCAL, THE CHANNEL CAPACITY MUST BE INCREASED THROUGH CONSTRUCTION OF A BERM(S) OR BY EXCAVATION. IF THE PROBLEM IS UNDER -DESIGN, THE DESIGN ENGINEER SHALL BE NOTIFIED AND THE CHANNEL REDESIGNED TO A MORE CONSERVATIVE STANDARD TO BE APPROVED BY THE CITY. 5. THE CHANNEL SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING OR EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET OR NET. TEMPORARY "V" DITCH NOT TO SCALE SEED MIXTURE CHEWINGS OR RED FISCUE ANNUAL OR PERENNIAL RYE REDTOP OR COLONIAL BENTGRASS WHITE DUTCH CLOVER PROPORTIONS PERCENT PERCENT cn PURITY 0 40% I o V o 90 10% 92 85 10% 98 90 3 SPACING MIN.uj W w ONE SUPPORT Z V)i Uccq > > of a w zz Lj SD F OUTLET PIPE cn SEE NOTE 5 �04 pap U N ap o) ir tO N cD N III Q � = W �_ Q D WJ In I- Z W > Qr_ Ln O N O C14 N IL r Q w UU) 'O L / W O U) o W x x m z O V) w ry w z O Ld L STORM DRAINAGE NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. IF AND WHERE APPLICABLE, CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATIONS (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE U.S.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 6. SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE INSTALLED PER THE CONSTRUCTION SEQUENCE LISTED ON SHEET E2 AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 7. THE STORMWATER DETENTION AND WATER QUALITY POND DEPICTED ON SHEET E3 MUST BE INSTALLED PER THE CONSTRUCTION SEQUENCE LISTED ON SHEET E2 UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING (SEE T.E.S.C. SEED MIX DETAIL, THIS SHEET). 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C," WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95 PERCENT FOR PAVEMENT AND STRUCTURAL FILL AND 90 PERCENT OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS ACROSS EXISTING ROADS IN PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 INCHES TO 8 INCHES ROCK/ 40 PERCENT TO 70 PERCENT PASSING; 2 INCHES TO 4 INCHES ROCK/30 PERCENT TO 40 PERCENT PASSING; AND 2 INCHES ROCK/10 PERCENT TO 20 PERCENT PASSING. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM AND SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23, TRAFFIC CONTROL, SHALL APPLY. 19. PIPE COVER NOTES: A. COVER IS THE MATERIAL OVER THE OUTSIDE TOP OF THE PIPE (COVER MAY NOT INCLUDE THE MATERIAL OF THE PIPE). IF YOU HAVE A THREE FOOT GRADE DIFFERENTIAL BETWEEN THE INVERT OF A 12" DIAMETER PIPE AND THE GROUND OR THE GRATE ELEVATION OF A STRUCTURE, YOU DO NOT HAVE TWO FEET OF COVER OVER THE PIPE. B. WHEN CALCULATING GRADE FOR PIPE COVER THERE SHALL BE A DIFFERENTIAL EQUAL TO THE DEPTH OF COVER (IN FEET) PLUS 0.2 FEET FOR THE WALL THICKNESS OF THE PIPE PLUS THE DIAMETER OF THE PIPE OVER THE INVERT ELEVATION OF THE PIPE. C. FOR A MIN. 2 FT. COVER - ANY MATERIAL LISTED IN KC SWDM 2009 OTHER THAN PVC MAY BE USED. D. FOR COVER FROM 1 FT. TO 2 FT. USE REINFORCED CONCRETE PIPE, (PLAIN CONCRETE PIPE MAY BE USED FOR DRIVEWAY CULVERT). E. FOR COVER LESS THAN 1 FT., DUCTILE IRON PIPE IS USED. F. PVC PIPE REQUIRES MIN. 3FT. COVER. 20. ALL STORM DRAINAGE CONVEYANCE PIPE SHOWN AS "SD" ON THE PLAN SHALL BE ONE OF THE FOLLOWING DESIGNATED: A. CONCRETE STORM SEWER PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 76-85 CLASS IV REINFORCED CONCRETE PIPE. B. SMOOTH WALL SPIRAL RIB METAL PIPE (ALUMINUM, ALUMINIZED STEEL, OR ASPHALT -TREATED STEEL). 16 GAUGE WITH 3/4 -INCH 5/8 -INCH RIBS ON 12 -INCH CENTER. C. ADS TYPE N-12 (OR EQUIVALENT) HIGH-DENSITY POLYETHYLENE CORRUGATED PIPE WITH AN INTEGRALLY FORMED SMOOTH INTERIOR TO THE REQUIREMENTS OF AASHTO M-294. D. POLYVINYL CHLORIDE (PVC) SEWER PIPE SDR35 OR EQUAL. E. DUCTILE IRON CLASS 50 & 52 F. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP) G. MINIMUM PIPE COVER SHALL BE 2.0 FEET (UNLESS OTHERWISE SPECIFIED). H. PIPE MAY BE ANY OF THE ABOVE PROVIDED: 1. PIPE JOINTS MUST BE OF THE SAME MATERIALS, AND 2. WHERE A PIPE MATERIAL IS SPECIFICALLY SHOWN ON THE PLAN, THAT MATERIAL MUST BE USED. ,Y SPALLS TEMPORARY ROAD X-ING SWALE NOT TO SCALE � im N I DIN pj :a IFATI I I VA -ROCK MUST COMPLETELY 2:1 SLOPES COVER THE BOTTOM �,R_� AND SIDES OF THE DITCH ` 8_0�� 6" MIN. ao_000 o`^�) `� _� A B 00-0 0(' �Z�'� o-,-00'. -oV� oO( ��j,o-��oV(�0�0�� o z / //\ \�\\ o00Q`� o0 ' o-oV o-oV o-�V o-�V N� 00 0 0 0 -lJ \\ L= THE DISTANCE SUCH THAT CROSS SECTION POINTS A AND B ARE OF EQUAL ELEVATION CHECK DAM SPACING "V" DITCH AND ROCK CHECK DAM DETAILS NOT TO SCALE zz aw 2. MgIV 11- r '�'.® _ 2 MAINTENANCE STANDARDS 1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 2. IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE CHECK DAMS/SWALES SHALL BE INCREASED. 3. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS DESIGN CAPACITY. 4. IF THE CHANNEL CAPACITY IS INSUFFICIENT FOR THE DESIGN FLOW, IT MUST BE DETERMINED WHETHER THE PROBLEM IS LOCAL (E.G., A CONSTRICTION OR BEND) OR THE CHANNEL IS UNDER -DESIGNED. IF THE PROBLEM IS LOCAL, THE CHANNEL CAPACITY MUST BE INCREASED THROUGH CONSTRUCTION OF A BERM(S) OR BY EXCAVATION. IF THE PROBLEM IS UNDER -DESIGN, THE DESIGN ENGINEER SHALL BE NOTIFIED AND THE CHANNEL REDESIGNED TO A MORE CONSERVATIVE STANDARD TO BE APPROVED BY THE CITY. 5. THE CHANNEL SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING OR EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET OR NET. TEMPORARY "V" DITCH NOT TO SCALE SEED MIXTURE CHEWINGS OR RED FISCUE ANNUAL OR PERENNIAL RYE REDTOP OR COLONIAL BENTGRASS WHITE DUTCH CLOVER PROPORTIONS PERCENT PERCENT BY WEIG r PURITY GERMINATION 40% 98 90 40% 98 90 10% 92 85 10% 98 90 T.E.S.C. SEED MIX DETAIL NOT TO SCALE RIP RAP SPECIFICATIONS RIP RAP OUTFALL PAD SHALL BE CONSTRUCTED AS FOLLOWS: ROCK LINING SHALL BE QUARRY SPALLS WITH GRADATION AS FOLLOWS: PASSING 8 -INCH SQUARE SIEVE: 100% PASSING 3 -INCH SQUARE SIEVE: 40-60% MAXIMUM PASSING 3/4 -INCH SQUARE SIEVE: 0-10% MAXIMUM MINIMUM DIMENSIONS: THICKNESS: 1 FOOT WIDTH: DIAMETER + 6 FEET LENGTH: 8 FEET OR 4 X DIAMETER, WHICHEVER IS GREATER HEIGHT: CROWN + 1 FOOT EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH A REPRESENTATIVE OF THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION.. 2. THE POINTE HERON LLC PARCEL WAS PREVIOUSLY CLEARED AND PARTIALLY GRADED UNDER A SEPARATE PERMIT. PROJECT SITE WORK AREA LIMITS ARE SHOWN ON SHEETS E1, E2, E3, E5, AND E6. THESE WORK AREA LIMITS ARE WITHIN THE PREVIOUSLY CLEARED AREA AND, THEREFORE, IT IS NOT NECESSARY TO FLAG THE CLEARING LIMITS. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION AS REQUIRED BY THE CONSTRUCTION SEQUENCE NOTES ON SHEETS E2 & E5 TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DOWNSTREAM DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND IF UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHOULD ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES MAY BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE PERMITEE'S ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. -2"-4" ROCK FRAMELADDER 0 STEPS OFFSET SEE NOTE 4 . FRAME & COVER PHASE I EL=111.00 PHASE II EL=126.00 ' 04 < pu i n p- Fi =1 na nn io PH. II O.F. EL=124.00 I. SEE ELBOW DETAIL 1- w -C PIPE SUPPORT(S): 3 X.090 GAGE <. BQLTED OR IMBEDDED W 2, IN WALL AT MAX. Z 3 SPACING MIN.uj O O ONE SUPPORT Z V)i Uccq of J.- zz Lj SD F OUTLET PIPE J SEE NOTE 5 PH. I IE=103.00 PH. II IE=118.00 ROUND SOLID COVER NOTES: SEE DWG. 3.6.7 1. PIPE SIZES AND SLOPES: PER PLANS. 2. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. 3. METAL PARTS: CORROSION RESISTANT. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. 4. FRAME & LADDER OR STEPS OFFSET SO SEE JAILHOUSE A. CLEANOUT GATE IS VISIBLE FROM TOP. DETAIL B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND A/ THIS SHEET C. FRAME IS CLEAR OF CURB. 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OULET PIPE TO HAVE SMOOTH O.D. EQUAL TO STANDARD CONCRETE PIPE I.D. LESS 1/4". GALVANIZED STEEL 6. MULTI -ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR LADDER/STEPS SEE ALL ON ONE SIDE OF RISER TO ASSURE LADDER DWG. 3.4.4 CLEARANCE. -CLEANOUT GATE: SHEAR GATE SEE DWG. NO. 3.4.3 INLET PIPE 12" SD Z PH. I IE=103.00 PH. it IE=118.00 0 CV r z REMOVABLE / WATER -TIGHT COUPLING RESTRICTOR PLATE �° < cv PH. I EL=107.10 WITH ORIFICE AS ° PH. II EL=122.10 6 SPECIFIED. NOT o o ww NEEDED IF ONLY FOR CATCH BASIN TYPE II PLATE WITH ELBOW DETAIL POLLUTION CONTROL DIAMETER AS REQUIRED ORIFICE AS DIA.=2.40" SEE DWG. 3.2.3 SPECIFIED DIA.=4.75" FLOW CONTROL MANHOLE TYPE II -54N PLAN VIEW FLOW RESTRICTOR/OIL POLLUTION CONTROL, TEE TYPE ADOPTED MY OF PJMMN STANDARD PLANS ISP DATE: 6/89 DWG. NAME: BR -04 SP PAGE: B029 PHASE I EL=109.50- PHASE II EL=124.50 PHASE I EL= 109.35- 6" PHASE II EL=124.35 PHASE I EL= 109.00 - PHASE II EL=124.00 " FRAME AND GRATE FOR 36 CONTROLLED POND OVERFLOW. 8 BARS 0 4 OC PROVIDE VERTICAL BARS IN FRAME AT 4" O.C. "JAILHOUSE" OVERFLOW DETAIL (SECONDARY INLET) NOT TO SCALE FILTER FABRIC MATERIAL 36" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTATCH FABRIC TO WIRE. 2"x2"x14 GA. WIRE FABRIC OR EQUIV. k -7111111 1_1 I I 111 -III- 111III BURY BOTTOM OF FILTER - MATERIAL IN 8"x12" TRENCH 6' MAX 2"x4" WOOD POST ALT: STEEL FENCE POSTS FILTER FABRIC MATERIAL 2"x2"x14 GA. WIRE FABRIC OR EQUIV. PROVIDE 0.75" - 1.5" WASHED GRAVEL OR--, NATIVE BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE -2"x4" WOOD POSTS, STANDARD OR BETTER, OR EQUAL ALTERNATE: STEEL FENCE POSTS MAINTENANCE STANDARDS: 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6 -INCHES THICK UP THE FENCE. 5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. SILT FENCE DETAIL NOT TO SCALE NO. By: By: By: By: PERMIT # APPROVED FOR CONSTRUCTM Date: Date: Date Date REVISION BY I APPR. I DATE 0 I CV 0 I 8" MIN. O cA j cr) Z 1- w O W 0 Z < W O Z W O O IL Z _ N G7 Lij 0 U f- z j W O O z� V) Uccq N J.- zz Lj j N J F- �04 � U N ap o) ir tO N cD N III Q � = W �_ Q D WJ n I- Z W > Qr_ Ln O N O C14 N IL r Q UU) 'O L / O U) _ G7 Lij 0 U f- z j O z� V) aLLJ-J Q LL- zz Lj j N gz Q CD N 00 z> 0 00 Cn N cD r- 00 ck� z I I 04 Q z� Ln Ln z C14 N w r UU) �N E. D,q�V� ��� sa WAsyi A, ` do 2 z WT W �p� iPF 4 9 c`O c� �/ A\' TER ��`�' d► Jv A L co�'y 8/12/14 CITY OF RENTON E>EPARTMENT OF PUBLIC WORKS I I I X z 0 Com., ca z w u 0 U co Q co Ln rn 0 N Ln Oo Q) E i= 0 0 01 3 N I 0 0 CV 0 Q 0 0 N coi 0 0 0 d- i i� O O N It A NOTES AND DETAILS z POINTE HERON/S3 O DESIGNED DD DRAWN CES DATE 8/12/14 FILE NO. LUA 03- CHECKED DD SC#L=am' $AH FIELD BOOK PAGE_ w APPROVED DIRECTOR OF PUBLIC ¢ r'_ `h SHEET E9 OF 10 MU W �" 44jY3 P�NN�►`lG U O Z 0 w J U 0 rn W rn\ o:DJ ZZ Q VF 0 Yz Yo w 0 Ld X III Ln V) LIJ � VILE NO. LUA 03- y: o owe w Z Z 0 w M I U) 0 o S S�1v,�1 _J Q Z I— x Q W w } 0 I— o Q Z Q Z Z 0 W F W O cl Z W J Z Q U_ U Q ILZ LnLn U LO r W Oma°°00) F_ r O � W ( 0 N rn W rn\ o:DJ ZZ Q VF 0 Yz Yo w 0 Ld X Z 0 U) 1 This sheet sets forth text excerpts and a Plate 3 illustration from "GEOTECHNICAL AND SOIL ENGINEERING REPORT IN SUPPORT OF PROPOSED FILL, EXCAVATION, AND GRADE --POINTE HERON LLC PARCEL--RENTON, WASHINGTON (ES -2334.01)" dated August 2014 prepared by Earth Solutions NW, LLC for Pointe Heron LLC. On this sheet E10, that report is referred to as the "Geotechnical Report." The contractor should refer to the Geotechnical Report for additional information relating to the subject parcel and the subject fill, excavation, and grade project. Earth Solutions NW, LLC can be contacted at: 1805 -136th Place Northeast, Suite 201 Bellevue, Washington 98005 Phone: 425-449-4704 Fax: 425-449-4711 Toll Free: 866-336-871 Specifications for Preparation of Ground for Fill The ground surface that is to receive fill shall be prepared to receive fill by removing any vegetation, any noncomplying fill, any topsoil, and any other unsuitable materials (as determined by ESNW) from the areas in which the fill is to be placed. Areas of loose native soil or loose fill soil must be recompacted or replaced with new, compacted fill. In areas to be filled where the existing ground to be filled consists of slopes that are 5H:1V or steeper, such areas prior to filling shall be benched into sound bedrock (or, as determined by ESNW, benched into other competent material), so that the fill is placed on a level surface with width(s) determined by ESNW during the course of the fill work. Fill shall not be placed on a sloping surface. The benching shall create as homogenous a fill interface as is reasonably practicable. The ground surface shall be scarified prior to fill placement. ESNW should observe the subgrade prior to fill placement. A schematic slope fill detail is included on Plate 3 attached to this report. Fill Material Specifications for the Proposed Fill Two categories of structural fill are proposed for the subject fill and grade project: (1) a crushed aggregate fill to be used to construct a buttress fill zone along the face of the proposed fill slopes and (2) a fill to be used to construct the proposed fill core behind the crushed aggregate buttress fill zone. (See Plate 3 for a schematic depiction of the buttress fill zone and the core structural fill zone behind it.) Both of these categories of structural fill must conform to RMC 4-4-060N4 (FILL MATERIAL), which states in relevant part: Fill materials shall have no more than minor amounts of organic substances and shall have no rock or similar irreducible material with a maximum dimension greater than eight inches (8"). Fill material shall meet the following requirements: a. Construction, Demolition, and Land Clearing Waste Prohibited: Fill material shall be free of construction, demolition, and land clearing waste except that this requirement does not preclude the use of recycled concrete rubble per Washington State Department of Transportation Standard Specifications for Road, Bridge, and Municipal Construction. b. Cleanliness of Fill Material: Fill material shall not contain concentrations of contaminants that exceed cleanup standards for soil specified in WAC 173-340-740, Model Toxics Control Act. In addition to conforming to RMC 4-4-060N4 (FILL MATERIAL), each of the two categories of fill material must conform to the respective applicable technical specifications set forth below. Buttress Fill Material Specification Material to be used to construct the buttress fill zone along the face of the proposed fill slopes shall be crushed aggregate conforming to RMC 4-4-060N4 (FILL MATERIAL) and conforming to the following strength parameters: Internal angle of friction 46° minimum Moist unit weight 145 pcf minimum Maximum aggregate size 8 inches Maximum fines content (passing U.S. Sieve No. 200) shall not exceed 5 percent. This specified material, which is equivalent to coarse gravel and/or cobble, must be well -graded and angular (crushed). Samples of this proposed fill material must be provided to ESNW for laboratory analysis and approval prior to placement. Core Structural Fill Material Specification Material to be used to construct the proposed fill core to be placed behind the crushed aggregate buttress zone fill shall conform to the following strength parameters: Internal angle of friction 360 minimum Moist unit weight 125 pcf minimum Maximum aggregate size 8 inches Maximum fines content (passing the U.S. No. 200 sieve) shall not exceed 20 percent. ::[*-I I =IQ Mo 10 1 REA WO 104 1 =1"IFT10 I DIN D1:1 IMA I Samples of this proposed fill material must be provided to ESNW for laboratory analysis and approval prior to placement. Placement and Compaction Specifications for the Proposed Fill Buttress Fill Placement and Compaction Specification The buttress fill material must be placed in maximum 12 -inch loose lifts and compacted to a firm and unyielding condition. Adequacy of compaction must be confirmed by an ESNW representative at the time of material placement. At a minimum, three passes in two orthogonal directions using a vibratory drum roller should be made to compact each lift of buttress fill material. Because of the aggregate nature of the buttress fill, the specified buttress fill material is outside the range of typical grain size for testing under ASTM D-1557 or equivalent American Public Works Association (APWA) specifications and field density standards. Core Structural Fill Placement and Compaction Specification The core structural fill material must be placed in maximum 12 -inch loose lifts and compacted to a relative compaction of 95 percent, based on the maximum dry density as determined by the Modified Proctor Method (ASTM D-1557), which is a compaction standard compatible with the American Public Works Association (APWA) specifications and field density standards. Adequacy of compaction must be confirmed by an ESNW representative at the time of material placement. At a minimum, three passes in two orthogonal directions using a vibratory drum roller should be made to compact each lift of core structural fill material. Recommended Construction Sequence for Fill Placement We recommend the following construction sequence for fill placement (1)Prior to placement of fill on any particular area to be filled, the ground of such area must be prepared for fill consistent with the section under the subheading "Specifications for Preparation of Ground for Fill" as set forth on page 7 [of the Geotechnical Report and on this Sheet E10]. (2)Place six-inch or larger quarry spalls or recycled concrete aggregate in the existing stormwater detention pond area to a depth of about five feet prior to filling that area. (3)Generally simultaneous with the placement and compaction of the adjacent portion of the core structural fill per paragraph 4, below, construct a buttress fill in the buttress fill zone (a) using fill material meeting the buttress fill material specification set forth on pages 7 and 8 [of the Geotechnical Report and on this Sheet E10], (b) complying with the buttress fill placement and compaction specification set forth on page 9 [of the Geotechnical Report and on this Sheet E10], (c) in conformance with the design set forth on Plate 3 [set forth in the Geotechnical Report and on this Sheet E10], and (d) placing the material in maximum 12 -inch -thick lifts compacted to a firm and unyielding condition. The base of the new slope should include a keyway that is at least five feet in depth. The existing material from the southern berm of the existing stormwater pond should be removed and placed within the core structural fill zone behind the buttress zone. (See Plate 3 for a schematic depiction of the buttress fill zone, the keyway, the core structural fill zone, and geogrid material and placement specifications.) (4)Place and compact the core structural fill (in the core structural fill zone consistent with Plate 3) (a) using fill material that (i) meets the core structural fill material specification set forth on pages 7 to 9 [of the Geotechnical Report and on this Sheet El 0] and is (ii) near to slightly over optimum moisture content at the time of placement and (b) placing and compacting that fill material so as to conform to the core structural fill placement and compaction specification set forth on page 9 [of the Geotechnical Report and on this Sheet E10]. Pond Lining Specifications for the Permanent Stormwater Pond The proposed Permanent Stormwater Pond is to be constructed along the south edge of a portion of the toe of the existing slope in the north portion of the Pointe Heron LLC parcel south of SW Sunset Boulevard. The pond should include, at a minimum, a compacted till or clay liner conforming to the 2009 King County Surface Water Design Manual (KCSWDM) Section 6.2.4 specifications, with the following amendments: Compacted till liner gradation should include a fines content of at least 40 percent, and the material should be placed in maximum 6 -inch loose lifts for a total minimum depth of 18 inches. If these conditions cannot be met, a synthetic membrane pond liner should be used. I N: 4 4f I ' t PLATE 3 FROM GEOTECHNICAL AND SOIL ENGINEERING REPORT Special Erosion Control Requirements Due to the existing grades across the project site, it is critical that temporary erosion control measures be planned for and in place prior to and during grading activities. Temporary erosion control measures must include, at a minimum, (1) silt fencing placed in the locations depicted on the Barghausen Grading Plans and (2) installation of a construction entrance consisting of quarry spalls, as appropriate, to minimize off-site tracking of soil and to provide a firm surface. (If construction ingress and egress to and from the project site is through the Black River Quarry to the west of the project site, the existing wheel wash facilities near the quarry entrance driveway with Monster Road may be used in lieu of constructing a construction entrance consisting of quarry spalls.) Surface water should not be allowed to flow over the top edge of temporary or permanent fill slopes. Except for surface water in the proposed Interim Stormwater Pond contemplated as part of Phase 1 grading and designed on Sheets E2 and E3 of the Barghausen Grading Plans (the top edge of that pond must be located no closer than 80 horizontal feet from the top of the Phase 1 fill slope to the south of the pond without ESNW's approval --see Sheet E3 of the Barghausen Grading Plans), surface water should not be allowed to pond near the top of temporary or permanent fill slopes without ESNW's approval. Interceptor drains or swales should be considered for controlling surface water flow patterns. During construction, ESNW should observe the erosion control measures and provide supplemental recommendations for minimizing erosion as needed. Additional erosion and sediment control measures are specified on the Barghausen Grading Plans. Subsurface Drainaae Specifications Reaardin the Proposed Fill and Cut Slopes The proposed fill and cut slopes shall be provided with subsurface drainage features as necessary for stability. Because the subject fill and cut slope proposal includes placing fills in areas where past grading has occurred, in our opinion very little subsurface drainage will likely be required. In order to maintain slope stability during past grading activities on this site, subsurface drainage provisions were installed to accommodate flows that were encountered. These provisions appear to be performing as intended. Means and methods consistent with previous subsurface drainage measures (including subsurface corridors of gravel) to control subsurface drainage shall be implemented as part of the grading activities currently proposed. If subsurface drainage measures are ultimately needed, particular measures and methods will be determined during site grading depending on the conditions encountered. Subsurface drainage measures must be approved by ESNW representatives to accommodate subsurface flows encountered during the fill, cut, and grading project. ►1013 Temporary measures to control groundwater seepage and surface water runoff during construction may involve additional subsurface drains, interceptor trenches, sedimentation ponds, and/or sump areas. Where groundwater seepage is observed in areas to be filled, permanent subsurface drainage measures must be installed. The type of drainage measures to be used must be determined during construction, once the soil and groundwater conditions are exposed. Subsurface drainage measures sometimes consist of perforated pipes surrounded by drain rock and wrapped in filter fabric. If cut slopes expose seepage, such exposed water shall be routed to a discharge point approved by ESNW and, if needed, an appropriate portion of the cut slope face shall be stabilized using quarry spalls or alternative material(s) approved by ESNW. No Terracina of Fill or Cut Slopes is Reauired No terracing of proposed fill or cut slopes is required due to the reasons set forth in the Geotechnical and Soil Engineering Report. PERMIT # APPROVED FOR 00NSTRUCTK)N Date: Date: Date Date REVISION BY I APPR. I DATE (A J_ Q W Z Q CD W O Z J Q U_ Z U W O J W U H 0 Cl) Z O rr W W Z O I. III Ln V) LIJ � VILE NO. LUA 03- O 0 W 0 0 o M I gN 0 o S S�1v,�1 J 0- Q Z W x Q Z LZ w } I— o Q Z Z Z Y U U(=r)04 cl N r 00 N D D U Q LnLn Cr) LO r �� Oma°°00) Z r I— Ln Ln � a_ ( C14 N a Q � = W Q D w W Q H Z_> W 0 N 0 Q CL r M Z 0 U) 1 This sheet sets forth text excerpts and a Plate 3 illustration from "GEOTECHNICAL AND SOIL ENGINEERING REPORT IN SUPPORT OF PROPOSED FILL, EXCAVATION, AND GRADE --POINTE HERON LLC PARCEL--RENTON, WASHINGTON (ES -2334.01)" dated August 2014 prepared by Earth Solutions NW, LLC for Pointe Heron LLC. On this sheet E10, that report is referred to as the "Geotechnical Report." The contractor should refer to the Geotechnical Report for additional information relating to the subject parcel and the subject fill, excavation, and grade project. Earth Solutions NW, LLC can be contacted at: 1805 -136th Place Northeast, Suite 201 Bellevue, Washington 98005 Phone: 425-449-4704 Fax: 425-449-4711 Toll Free: 866-336-871 Specifications for Preparation of Ground for Fill The ground surface that is to receive fill shall be prepared to receive fill by removing any vegetation, any noncomplying fill, any topsoil, and any other unsuitable materials (as determined by ESNW) from the areas in which the fill is to be placed. Areas of loose native soil or loose fill soil must be recompacted or replaced with new, compacted fill. In areas to be filled where the existing ground to be filled consists of slopes that are 5H:1V or steeper, such areas prior to filling shall be benched into sound bedrock (or, as determined by ESNW, benched into other competent material), so that the fill is placed on a level surface with width(s) determined by ESNW during the course of the fill work. Fill shall not be placed on a sloping surface. The benching shall create as homogenous a fill interface as is reasonably practicable. The ground surface shall be scarified prior to fill placement. ESNW should observe the subgrade prior to fill placement. A schematic slope fill detail is included on Plate 3 attached to this report. Fill Material Specifications for the Proposed Fill Two categories of structural fill are proposed for the subject fill and grade project: (1) a crushed aggregate fill to be used to construct a buttress fill zone along the face of the proposed fill slopes and (2) a fill to be used to construct the proposed fill core behind the crushed aggregate buttress fill zone. (See Plate 3 for a schematic depiction of the buttress fill zone and the core structural fill zone behind it.) Both of these categories of structural fill must conform to RMC 4-4-060N4 (FILL MATERIAL), which states in relevant part: Fill materials shall have no more than minor amounts of organic substances and shall have no rock or similar irreducible material with a maximum dimension greater than eight inches (8"). Fill material shall meet the following requirements: a. Construction, Demolition, and Land Clearing Waste Prohibited: Fill material shall be free of construction, demolition, and land clearing waste except that this requirement does not preclude the use of recycled concrete rubble per Washington State Department of Transportation Standard Specifications for Road, Bridge, and Municipal Construction. b. Cleanliness of Fill Material: Fill material shall not contain concentrations of contaminants that exceed cleanup standards for soil specified in WAC 173-340-740, Model Toxics Control Act. In addition to conforming to RMC 4-4-060N4 (FILL MATERIAL), each of the two categories of fill material must conform to the respective applicable technical specifications set forth below. Buttress Fill Material Specification Material to be used to construct the buttress fill zone along the face of the proposed fill slopes shall be crushed aggregate conforming to RMC 4-4-060N4 (FILL MATERIAL) and conforming to the following strength parameters: Internal angle of friction 46° minimum Moist unit weight 145 pcf minimum Maximum aggregate size 8 inches Maximum fines content (passing U.S. Sieve No. 200) shall not exceed 5 percent. This specified material, which is equivalent to coarse gravel and/or cobble, must be well -graded and angular (crushed). Samples of this proposed fill material must be provided to ESNW for laboratory analysis and approval prior to placement. Core Structural Fill Material Specification Material to be used to construct the proposed fill core to be placed behind the crushed aggregate buttress zone fill shall conform to the following strength parameters: Internal angle of friction 360 minimum Moist unit weight 125 pcf minimum Maximum aggregate size 8 inches Maximum fines content (passing the U.S. No. 200 sieve) shall not exceed 20 percent. ::[*-I I =IQ Mo 10 1 REA WO 104 1 =1"IFT10 I DIN D1:1 IMA I Samples of this proposed fill material must be provided to ESNW for laboratory analysis and approval prior to placement. Placement and Compaction Specifications for the Proposed Fill Buttress Fill Placement and Compaction Specification The buttress fill material must be placed in maximum 12 -inch loose lifts and compacted to a firm and unyielding condition. Adequacy of compaction must be confirmed by an ESNW representative at the time of material placement. At a minimum, three passes in two orthogonal directions using a vibratory drum roller should be made to compact each lift of buttress fill material. Because of the aggregate nature of the buttress fill, the specified buttress fill material is outside the range of typical grain size for testing under ASTM D-1557 or equivalent American Public Works Association (APWA) specifications and field density standards. Core Structural Fill Placement and Compaction Specification The core structural fill material must be placed in maximum 12 -inch loose lifts and compacted to a relative compaction of 95 percent, based on the maximum dry density as determined by the Modified Proctor Method (ASTM D-1557), which is a compaction standard compatible with the American Public Works Association (APWA) specifications and field density standards. Adequacy of compaction must be confirmed by an ESNW representative at the time of material placement. At a minimum, three passes in two orthogonal directions using a vibratory drum roller should be made to compact each lift of core structural fill material. Recommended Construction Sequence for Fill Placement We recommend the following construction sequence for fill placement (1)Prior to placement of fill on any particular area to be filled, the ground of such area must be prepared for fill consistent with the section under the subheading "Specifications for Preparation of Ground for Fill" as set forth on page 7 [of the Geotechnical Report and on this Sheet E10]. (2)Place six-inch or larger quarry spalls or recycled concrete aggregate in the existing stormwater detention pond area to a depth of about five feet prior to filling that area. (3)Generally simultaneous with the placement and compaction of the adjacent portion of the core structural fill per paragraph 4, below, construct a buttress fill in the buttress fill zone (a) using fill material meeting the buttress fill material specification set forth on pages 7 and 8 [of the Geotechnical Report and on this Sheet E10], (b) complying with the buttress fill placement and compaction specification set forth on page 9 [of the Geotechnical Report and on this Sheet E10], (c) in conformance with the design set forth on Plate 3 [set forth in the Geotechnical Report and on this Sheet E10], and (d) placing the material in maximum 12 -inch -thick lifts compacted to a firm and unyielding condition. The base of the new slope should include a keyway that is at least five feet in depth. The existing material from the southern berm of the existing stormwater pond should be removed and placed within the core structural fill zone behind the buttress zone. (See Plate 3 for a schematic depiction of the buttress fill zone, the keyway, the core structural fill zone, and geogrid material and placement specifications.) (4)Place and compact the core structural fill (in the core structural fill zone consistent with Plate 3) (a) using fill material that (i) meets the core structural fill material specification set forth on pages 7 to 9 [of the Geotechnical Report and on this Sheet El 0] and is (ii) near to slightly over optimum moisture content at the time of placement and (b) placing and compacting that fill material so as to conform to the core structural fill placement and compaction specification set forth on page 9 [of the Geotechnical Report and on this Sheet E10]. Pond Lining Specifications for the Permanent Stormwater Pond The proposed Permanent Stormwater Pond is to be constructed along the south edge of a portion of the toe of the existing slope in the north portion of the Pointe Heron LLC parcel south of SW Sunset Boulevard. The pond should include, at a minimum, a compacted till or clay liner conforming to the 2009 King County Surface Water Design Manual (KCSWDM) Section 6.2.4 specifications, with the following amendments: Compacted till liner gradation should include a fines content of at least 40 percent, and the material should be placed in maximum 6 -inch loose lifts for a total minimum depth of 18 inches. If these conditions cannot be met, a synthetic membrane pond liner should be used. I N: 4 4f I ' t PLATE 3 FROM GEOTECHNICAL AND SOIL ENGINEERING REPORT Special Erosion Control Requirements Due to the existing grades across the project site, it is critical that temporary erosion control measures be planned for and in place prior to and during grading activities. Temporary erosion control measures must include, at a minimum, (1) silt fencing placed in the locations depicted on the Barghausen Grading Plans and (2) installation of a construction entrance consisting of quarry spalls, as appropriate, to minimize off-site tracking of soil and to provide a firm surface. (If construction ingress and egress to and from the project site is through the Black River Quarry to the west of the project site, the existing wheel wash facilities near the quarry entrance driveway with Monster Road may be used in lieu of constructing a construction entrance consisting of quarry spalls.) Surface water should not be allowed to flow over the top edge of temporary or permanent fill slopes. Except for surface water in the proposed Interim Stormwater Pond contemplated as part of Phase 1 grading and designed on Sheets E2 and E3 of the Barghausen Grading Plans (the top edge of that pond must be located no closer than 80 horizontal feet from the top of the Phase 1 fill slope to the south of the pond without ESNW's approval --see Sheet E3 of the Barghausen Grading Plans), surface water should not be allowed to pond near the top of temporary or permanent fill slopes without ESNW's approval. Interceptor drains or swales should be considered for controlling surface water flow patterns. During construction, ESNW should observe the erosion control measures and provide supplemental recommendations for minimizing erosion as needed. Additional erosion and sediment control measures are specified on the Barghausen Grading Plans. Subsurface Drainaae Specifications Reaardin the Proposed Fill and Cut Slopes The proposed fill and cut slopes shall be provided with subsurface drainage features as necessary for stability. Because the subject fill and cut slope proposal includes placing fills in areas where past grading has occurred, in our opinion very little subsurface drainage will likely be required. In order to maintain slope stability during past grading activities on this site, subsurface drainage provisions were installed to accommodate flows that were encountered. These provisions appear to be performing as intended. Means and methods consistent with previous subsurface drainage measures (including subsurface corridors of gravel) to control subsurface drainage shall be implemented as part of the grading activities currently proposed. If subsurface drainage measures are ultimately needed, particular measures and methods will be determined during site grading depending on the conditions encountered. Subsurface drainage measures must be approved by ESNW representatives to accommodate subsurface flows encountered during the fill, cut, and grading project. ►1013 Temporary measures to control groundwater seepage and surface water runoff during construction may involve additional subsurface drains, interceptor trenches, sedimentation ponds, and/or sump areas. Where groundwater seepage is observed in areas to be filled, permanent subsurface drainage measures must be installed. The type of drainage measures to be used must be determined during construction, once the soil and groundwater conditions are exposed. Subsurface drainage measures sometimes consist of perforated pipes surrounded by drain rock and wrapped in filter fabric. If cut slopes expose seepage, such exposed water shall be routed to a discharge point approved by ESNW and, if needed, an appropriate portion of the cut slope face shall be stabilized using quarry spalls or alternative material(s) approved by ESNW. No Terracina of Fill or Cut Slopes is Reauired No terracing of proposed fill or cut slopes is required due to the reasons set forth in the Geotechnical and Soil Engineering Report. PERMIT # APPROVED FOR 00NSTRUCTK)N Date: Date: Date Date REVISION BY I APPR. I DATE (A J_ Q W Z Q CD W O Z J Q U_ Z U W O J W U H 0 Cl) Z O rr W W Z O I. o�N E. D,qsl �F WAsll S awe A-, Q a W A\_ VA L F �1�co10:5 8/13/14 CITY OF RENTON E:>EPARTME=—NT OF= PUBLIC WORKS I I I I X Z 0 Z w u V) Q L 0 N Cp 0 0 N 0 0 N i 0 Q 0 0 N Cn i 0 0 0 v 0 cl 1T r OR "IC�0111*8:IkiIX.Al0kiI��t�_1<FBI FBI_"11��0 VA POINTE HERON/S3 III N V) LIJ � VILE NO. LUA 03- O 0 W DRAWN CES 0 o CHECKED DD APPROVED J sy e DIRECTOR OF PUBLIC WORKS gN T_ S S�1v,�1 J 0- Q Z W x Q Z LZ W:2 I— 0 Q Z �� O N00 U(=r)04 cl N r 00 z N I( Q w w LnLn Cr) LO r �� Oma°°00) Z r I— Ln Ln � cr ( C14 N 0V) Q � = W D W H Z_> W 0 N Q Q CL 0 LO .u0 _ / o�N E. 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II . td p SYSTEM PER DETAILS ON SHEET C4 0 - z L r , C tyW ' 1�.! �.'• f ...r: '..::: ,-• `i•/r /+'-i✓ .w ••+.r'r'r- �'".�;;w.• r/ sA / / % ,;::...'•:_...«." --- r 11 Ii..-ZZI •,:•:I • • • 'tZuu [� `� �'r- - < rQV '' . ° .: ; ..:::: '„ '• : ' 2` ,''f/' '�!%' -%= r �;,. y =' - i- u= - - FLOW PATH FROM POND ��,`� A . •..• I . . '. )�t. • , `: '' /ter � -r'�`r " r.:-- ,1 .1.5:1._..RE-INFORCED FILL SLOPE -- 11 . /« • DISCHARGE POINT TO 7� / S T E �G\��90, yJv :.. :; = �• ,.•-ter r ,P.r f f,. or -� " (SEE PLANS PREPARED 8Y ECI FOR DETAILS) EXISTING 12N CULVERT NAL E N :, •• j �, r✓ j i'o. r e r- i e'"' �•.���,+ ,.+'"I •r �= � 1�•' "'"w- v . (nio ff 'r,J� - -..> - " '- moo:; - EXPIRES 04 15 06 j �1 r) • '�. I `;f`i:: •,• // / �:10-1w - �' �' fir' i'' .-- ."".-:. x.1-1 1� .... ? f.." i.. I�II"3 fff _ _ _ - -- r-- - - - _ 'I� 1 L �r - - - �"'' 11 p r ,�y CITY OF RENTON / ✓ / /j 1.r w-,.,., - • •� r-M-PARTM�N?' G7� PIJBL_IG` WC>RKS .Em , ' , • ,�.,�� / . - / >,� -«'' INSTALL SILT FENC ONG R �. 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U d w �cnaa w0- Gi Ld d• t� N .- Z L' ti �i \ "7 04& y \"\ \ 9 $. C) _ y t \ . \ \ \ \ \ � • f , \ k.\`• �. d \- ,v:��i:::: j�4�v.� � t PR(*PSED N0■P ■ 4 _ <::rl:' 1 i NATIVE GROWTH PROTECTION EASEMENT (CROSS -HATCHED AREA \. a CD � i` .~: Vii; ' ° . •.r i..., \ Z �•\ \\\\� \\\`�,\ \ \\ �, i \ \ \ ' i�\\ 1 ] !\h'. I ..,\ �,iY °\ ;' ,fir \' z uj -4 C14 c N Z 1` ; t .�<<::. CD N 00 � �_ N \ ♦N� t iron > Q y ` \\\0 \\\��\\ • \ !\\. \\ yS /iz'=>r;. Via' :: \ V Z w w (7) ( w \ \ro Z GO 04 N Lo Lo 04 C14 C-4 \ �`"•. \ \ c:�\\ N r.. 171 `\ c0 O t. \ - ♦ q 1 � W m w F \ \ s. :3 V a s o h r\ a'a \ O " Y d \ 'f } \ ai / a f 4200.9 � .,, . • _ ( CSS S T E \' l ti M \t \ F ,•• f` \` EXPIRES 04/15/06 CITY OF RENTON C_>EPAR'TMENT OF= PUBLIC WORKS i;ECO MAENDED FOR APPROVAL CLEARING, INITIAL GRADING, By: Date: AND TESC PLAN z By: Date: 4 EXPANDED GRADING/ADDED SD LINES DG DD 10/3/05 SUNSET BLUFF 3 SITE PLAN CHANGES DG HPG 9/22/05 DESIGNED DDDAiE 10/7/05 FILE NO. LUA 03- 0 By: Date 2 PER CITY OF RENTON COMMENTS DG HPG 7/19/05 DRAWN DG 1 PER CITY OF RENTON REVIEW DG HPG 7/7/05 CHECKED DD SCALE 1 "=50■ FIELD BOOK PAGE_ (4 By: Date NO, REVISION BY APPR. DATE APPROVED �(nn v DIRECTOR OF PUBLIC WORKS SHEET r`L OFEd LINE TABLE LINE LENGTH BEARING L4 30,00 N20'31'28"E L5 45.00 537'01'19"W L6 1 113.61 S42 -54'52E L7 45.00 N47'05'08"E L8 5.00 N43'09'05"E L9 20.00 N36'51'55"E L10 15.00 N20'40'52"E L' ti �i \ "7 04& y \"\ \ 9 $. C) _ y t \ . \ \ \ \ \ � • f , \ k.\`• �. d \- ,v:��i:::: j�4�v.� � t PR(*PSED N0■P ■ 4 _ <::rl:' 1 i NATIVE GROWTH PROTECTION EASEMENT (CROSS -HATCHED AREA \. a CD � i` .~: Vii; ' ° . •.r i..., \ Z �•\ \\\\� \\\`�,\ \ \\ �, i \ \ \ ' i�\\ 1 ] !\h'. I ..,\ �,iY °\ ;' ,fir \' z uj -4 C14 c N Z 1` ; t .�<<::. CD N 00 � �_ N \ ♦N� t iron > Q y ` \\\0 \\\��\\ • \ !\\. \\ yS /iz'=>r;. Via' :: \ V Z w w (7) ( w \ \ro Z GO 04 N Lo Lo 04 C14 C-4 \ �`"•. \ \ c:�\\ N r.. 171 `\ c0 O t. \ - ♦ q 1 � W m w F \ \ s. :3 V a s o h r\ a'a \ O " Y d \ 'f } \ ai / a f 4200.9 � .,, . • _ ( CSS S T E \' l ti M \t \ F ,•• f` \` EXPIRES 04/15/06 CITY OF RENTON C_>EPAR'TMENT OF= PUBLIC WORKS i;ECO MAENDED FOR APPROVAL CLEARING, INITIAL GRADING, By: Date: AND TESC PLAN z By: Date: 4 EXPANDED GRADING/ADDED SD LINES DG DD 10/3/05 SUNSET BLUFF 3 SITE PLAN CHANGES DG HPG 9/22/05 DESIGNED DDDAiE 10/7/05 FILE NO. LUA 03- 0 By: Date 2 PER CITY OF RENTON COMMENTS DG HPG 7/19/05 DRAWN DG 1 PER CITY OF RENTON REVIEW DG HPG 7/7/05 CHECKED DD SCALE 1 "=50■ FIELD BOOK PAGE_ (4 By: Date NO, REVISION BY APPR. DATE APPROVED �(nn v DIRECTOR OF PUBLIC WORKS SHEET r`L OFEd CURVE TABLE CURVE LENGTH RADIUS DELTA C3 535.28 1859.03 16'29'51" C4 319,00 1814.03 1904'32" C6 198.47 1809.03 6' 17'09" C71 516,641 1829,03 16'11'03" L' ti �i \ "7 04& y \"\ \ 9 $. C) _ y t \ . \ \ \ \ \ � • f , \ k.\`• �. d \- ,v:��i:::: j�4�v.� � t PR(*PSED N0■P ■ 4 _ <::rl:' 1 i NATIVE GROWTH PROTECTION EASEMENT (CROSS -HATCHED AREA \. a CD � i` .~: Vii; ' ° . •.r i..., \ Z �•\ \\\\� \\\`�,\ \ \\ �, i \ \ \ ' i�\\ 1 ] !\h'. I ..,\ �,iY °\ ;' ,fir \' z uj -4 C14 c N Z 1` ; t .�<<::. CD N 00 � �_ N \ ♦N� t iron > Q y ` \\\0 \\\��\\ • \ !\\. \\ yS /iz'=>r;. Via' :: \ V Z w w (7) ( w \ \ro Z GO 04 N Lo Lo 04 C14 C-4 \ �`"•. \ \ c:�\\ N r.. 171 `\ c0 O t. \ - ♦ q 1 � W m w F \ \ s. :3 V a s o h r\ a'a \ O " Y d \ 'f } \ ai / a f 4200.9 � .,, . • _ ( CSS S T E \' l ti M \t \ F ,•• f` \` EXPIRES 04/15/06 CITY OF RENTON C_>EPAR'TMENT OF= PUBLIC WORKS i;ECO MAENDED FOR APPROVAL CLEARING, INITIAL GRADING, By: Date: AND TESC PLAN z By: Date: 4 EXPANDED GRADING/ADDED SD LINES DG DD 10/3/05 SUNSET BLUFF 3 SITE PLAN CHANGES DG HPG 9/22/05 DESIGNED DDDAiE 10/7/05 FILE NO. LUA 03- 0 By: Date 2 PER CITY OF RENTON COMMENTS DG HPG 7/19/05 DRAWN DG 1 PER CITY OF RENTON REVIEW DG HPG 7/7/05 CHECKED DD SCALE 1 "=50■ FIELD BOOK PAGE_ (4 By: Date NO, REVISION BY APPR. DATE APPROVED �(nn v DIRECTOR OF PUBLIC WORKS SHEET r`L OFEd a V) Z 0 UF_ W m CA W O� cr W Z N Q Q EL PHASECSS C 2 CR IT 0 25 50 100 A PORTION OF THE S 1/2 OF SECTION 13, TOWNSHIP 23 N, RANGE 4 E, W.M., RENTON, WASHINGTON 1�=50' S.W. SVNSET VD. ( R9001 k\00\01 '/�.•-. ��r ��w�✓'�..--"'"-��--•"'-``.� ----" '_`_..._....-.-"'-----® --mss'_ � �.✓ ��''-�''-""'"..a ^" —'.'' "__--�---_.®.' EX. SD SP co mo —UPSTREAM STORMWATER FROM EX._ --PIPE SYSTEM IS COLLECTED AND -- W - --CONVEYED BY AN EX. SUBSURFACE EX. VEGETATION`- '- --------_DRAIN TO THE EX. 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TYPE -II CB Ri 1-.�'''''"�.''"'' '!''''' ''''�' ` j "r _WEST END OF SILT FENCE o I -_ _.' `- / EX. 12" HDPE PIPE ���.''! / !/-% W) `"..`./` Y---~"' / 0 .- _. _ - _- �, �E �s� o �R I % /_-'"`e, -- DRI . - - _- �. I N 8 PN E / �-''-/-''-� � ��� �-'-''%! ��/ OPEN PN ENj ROP! i''""~---�""''� �� {' ---'• _------ ._----_--- -""" ■ - ES `°��.s'"''i ,.-..•---``` .�--` � ■ PGG \ ` i/ /// '�_,�-� !-�''..-'""!//i �`/ -" �' / / - 2 \1 _ '" = - 25 WETLAND BUFFER - /' � EX• p SSR \ \ //-''"� f.-''-�/ -- ==-`.`-�`�✓..-- •."'---/ �.,..-•- �--�' /•�•dr-r"- _ EX. 12" CLAY\\ - %'' EX. TYPE -II CB CULVERT -' fes.'..'- - ' 1\ ■ f' ,W/BIRDCAGE- ! ��-.... WETLAND A - -' (EX. CATEGORY 3 WETLAND ■ �- , cam..%/!��� �����1//-- j� �/ _.•._ / IE=27.57WITH 25' BUFFER -- OF THE WETLAND WITHIN(1) THEE PORTION -- ®A® RASUBJECT SITE IS 258 S.F. f - ,,,,� - I AND (2) AN ADDITIONAL 150 S. F. ■ r . 'PORTION OF THE WETLAND EXTENDS ///�/'�'�'' %-'''i:'' /�, '�/'%%/�- !''-��'� / `' �' B•` ' �, -' INTO THE BNSF R R R.O.W. EX • VEGETATION LIMITS (TYP) %!`�'''=%'/�'.%'/'�j�/`/���'"`-%//�'''/•''��i'' �-!-''J//-'''!'' Jam.,,, ---�'' — �/--/' NOTE: NO TREES HAVING A CALIPER OF 2 INCHES OR GREATER (AT BREAST HEIGHT) LIE WITHIN THE PROJECT SITE (WORK AREA LIMITS). FINISHED GRADED AREAS THAT LIE OUTSIDE OF THE STORMWATER DETENTION AND WATER QUALITY POND AND OUTSIDE OF THE 1.5H:1V SLOPES SHALL BE SURFACED WITH CRUSHED AGGREGATE (TYP.) (6" MINIMUM COMPACTED DEPTH) FOR REHABILITATION AND TO PREVENT EROSION 1.5H:1V SLOPE IS TO BE SURFACED WITH 6" -MINUS CRUSHED ROCK BUTTRESS FILL PER ESNW REPORT. (THIS MATERIAL WILL AID IN SLOPE STABILITY AND PREVENT EROSION OF THE SLOPE'S SURFACE.) INSTALL SILT FENCE ALONG PROPERTY LINE PERMIT # F-A�� 09ILTA4•l_•l:zW;,�-]101031154C, By: Date: By: Date: By: Date By: Date REVISION BY I APPR. I DATE E. Dq O �� WASyi S Z F*zU49 ILS T A L E� 8/13/14 W I -- IN z o 5 V) U) 00 r tr9 ��✓ f t r Z G r 0 Q 0 1 o 0 �— U 0 0 W 0 Uccnq } w 0 g Z C!) > z Z Y w U aWW U cV M ¢ > pap N (D N j W z N Z Q Z -- WJ w �'' z 0 a a- D Q r �- Z-� W> __� Ln O N IL a 04 NJ � CL(O F— Q � C) V) L0 w a w x X r z O V) w w w z 5� HE.�S �®/� ► 12:11 _ - - ,/` . �llhhUly COM1'ACTE@ r©EPTH r I -' / ,-- - -- —■ OR JRE-HA�BILITATJQN-ASID-TB T �, -c PmoEVENT-ROSION ® / / ■_ o 100 PERMANENT STORMWATER DETENTION -� AN D WATER QUALITY POND � -■ ____ _ ase— _____ --- � / ''��/ ���/✓//// /✓%//' f -r �' � � � � -c ,�--'' -- �' .,,� ---• j ' � /' / / I � ��., �� � ,,,,-'''' - _� 126 Z S��(UNOPENED AND / 1 �'/ -�' -`" �H a�T. UNIMPROVED R/ % �j� �� -� LZ - - �---- - - - - � � - - % -o r-- y--- .� ��—.sem.•.-- ._-��--, 1� Z 10 % ,% EAST BOUNDARY OF ,f / � ! ,//� '\, ■ 0 SITECK RIVER QUARRY r ��( \�\ I �''/�/' `a ■ Zr% /,� D�N�ER �, CONSTRUCT TEMP. 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I N 8 PN E / �-''-/-''-� � ��� �-'-''%! ��/ OPEN PN ENj ROP! i''""~---�""''� �� {' ---'• _------ ._----_--- -""" ■ - ES `°��.s'"''i ,.-..•---``` .�--` � ■ PGG \ ` i/ /// '�_,�-� !-�''..-'""!//i �`/ -" �' / / - 2 \1 _ '" = - 25 WETLAND BUFFER - /' � EX• p SSR \ \ //-''"� f.-''-�/ -- ==-`.`-�`�✓..-- •."'---/ �.,..-•- �--�' /•�•dr-r"- _ EX. 12" CLAY\\ - %'' EX. TYPE -II CB CULVERT -' fes.'..'- - ' 1\ ■ f' ,W/BIRDCAGE- ! ��-.... WETLAND A - -' (EX. CATEGORY 3 WETLAND ■ �- , cam..%/!��� �����1//-- j� �/ _.•._ / IE=27.57WITH 25' BUFFER -- OF THE WETLAND WITHIN(1) THEE PORTION -- ®A® RASUBJECT SITE IS 258 S.F. f - ,,,,� - I AND (2) AN ADDITIONAL 150 S. F. ■ r . 'PORTION OF THE WETLAND EXTENDS ///�/'�'�'' %-'''i:'' /�, '�/'%%/�- !''-��'� / `' �' B•` ' �, -' INTO THE BNSF R R R.O.W. EX • VEGETATION LIMITS (TYP) %!`�'''=%'/�'.%'/'�j�/`/���'"`-%//�'''/•''��i'' �-!-''J//-'''!'' Jam.,,, ---�'' — �/--/' NOTE: NO TREES HAVING A CALIPER OF 2 INCHES OR GREATER (AT BREAST HEIGHT) LIE WITHIN THE PROJECT SITE (WORK AREA LIMITS). FINISHED GRADED AREAS THAT LIE OUTSIDE OF THE STORMWATER DETENTION AND WATER QUALITY POND AND OUTSIDE OF THE 1.5H:1V SLOPES SHALL BE SURFACED WITH CRUSHED AGGREGATE (TYP.) (6" MINIMUM COMPACTED DEPTH) FOR REHABILITATION AND TO PREVENT EROSION 1.5H:1V SLOPE IS TO BE SURFACED WITH 6" -MINUS CRUSHED ROCK BUTTRESS FILL PER ESNW REPORT. (THIS MATERIAL WILL AID IN SLOPE STABILITY AND PREVENT EROSION OF THE SLOPE'S SURFACE.) INSTALL SILT FENCE ALONG PROPERTY LINE PERMIT # F-A�� 09ILTA4•l_•l:zW;,�-]101031154C, By: Date: By: Date: By: Date By: Date REVISION BY I APPR. I DATE E. Dq O �� WASyi S Z F*zU49 ILS T A L E� 8/13/14 W I -- = IN z o 5 U) 00 r tr9 ��✓ f t r Z G r Lu Q 4 0 <1U) LLI �— U F- W C n Uccnq Tm J: Z g Z C!) JI— —M N aWW U cV M Z > W N (D N j W z N Z Q Z -- WJ w �'' z 0 a a- D Q r �- Z-� W> __� Ln O N IL a 04 = IN U) 00 0 r GO <1U) LLI �— 0 �J x I� Uccnq Ld N g Z Q JI— —M N 0=)Fo cV 00 Z C:� �0 N (D N j W z NI Q =Waw w �'' z Ln D W r �- Z-� W> __� Ln O N C'4 00 a 04 NJ � CL(O F— Q � C) V) L0 L0 = U) 00 I— z Z w GO <1U) LLI �J x I� Z w Ld N g Z Q O cV 00 Z C:� 00 p) N (D r- 00 j W z NI Q I w �'' z Ln to z r � Ln __� Ln w C'4 00 LLJY 04 NJ � CK � C) V) CITY OF RENTON DEPARTMENT OF PUBLIC WORKS PHASE 2 - CROSS SECTION PLAN VIEW EXHIBIT POINTE HERON/S3 DESIGNED DD DATE 8/13/14 RLE NO. LUA 03 - DRAWN CES CHECKED DD SCALE 1 "=50' FIELD BOOK PAGE_ APPROVEDG�'` DIREC70R Of PUBLIC WORKS SHEET_X3 OF V ^II U V) In d - C) N 1-1 ai E a 0 X I 0 0 N 0 Q_ 1-10 0 N i 0 0 0 V) w Q a Ld D_ a Z O U� 17) L O co E j U WV! �w LL7 0 rcl) = ZL 1 Z o U O O, fr 03, O z w fr UW w m } o w v= a o 69 V) w Q a Ld D_ a Z O U� 17) L O co E j U WV! �w LL7 • rcl) = ZL I E lf o U cj) w fr 03, 111 w fr UW w m } w Z Y w O N Q o m o wJ w O 0- O Q Q CL V) w Q a Ld D_ a F�"1 O O 17) L O E j U �w LL7 • o _j Q U I E lf o m m�m o � �o� o ZZ d <J 0� o �Z wIN >F 0 O V) w ry w z J L RFCTIC LIT 0 25 50 100PHASE 2CROSS N A PORTION OF THE S 1/2 OF SECTION 13, TOWNSHIP 23 N, RANGE 4 E, W.M., R O ENT N, WASHINGTON ■y- -- - __--_ j.,,�'- -__ .__-�___ "----- _....�=,/ � ��/�,,..--'- _..�,•---,�-,-•- � -�.--'-��� ``�'''�"' ...-...tea, �^ r`'..�-e\ � \ �L"d---� ` �------ Y"~---.._ � "e -,w,. _ •�/ '"�-.., -ANY EXPOSED SOILS ALONG THE`- '� _.----- --- _____--._;--- _._.---- �-- --" POND'S SIDE SLOPES SHALL..''_.,.Elf ta�- .._-_��--�- '�`-�..,"`�' `-----'�`--� ~-----. ``-• ~---._ BE MULCHED AND HYDROSEEDED 86.ONCE FINAL GRADE IS ESTABLISHED. I 411, -------- ---- �� i-^-.="'�"-_-"'..-_.r ""�--- l ---_ ._,---""_,_-.-.-"' _..--• �_ '----- � _-„r-." �,...-.--------�- ----""." s-" "`---•..- "`"'^-,•. """�,,,, \ "�`\``'`�`""„-.\-""`..-. - '"e,� ''•'"",,,� - _."" „--,-..`- mirn �.� ---•_• _--6 _____ _____ .-,__._ _---�---� -._ ,___..-� �, �_ �- ____- ,,._,__ __...,_ -._ UPSTREAM STORMWATER FROM EX...•,�...�,_ �\ "`- S i '~-_- __'PIPE SYSTEM IS COLLECTED AND``�_'�--�� - ` - \ '~-, -,.• ■ __ - -- -- �,.__. -�--_ _ - ----- �_ ---_ - _ -- ---" --- _ - -_ -" _ ----- - _ - --- CONVEYED BY AN EX. SUBSURFACE ITCH LONG �--1._-�■�------- - i - ------ = 3.1- ------------- - NOR H TSI ETHE OF RAIDLROADAR.O W. THE ---- --"" - --' --' -- ___- - - - - - - - - - --- ------ - - - - - - - - - -'`- --124 �z_ � - -122---------- ------- ` - _------------- ----- %0) _- UPSTREAM STORMWATER FROM EX. -12 _ f _-- - __--- _ - �_k= 118.00 1 2,� \ 4` . \��\ -, ,� PIPE SYSTEM IS COLLECTED AND 5 oU ti \ \ ��` ��. CONVEYED BY AN EX. SUBSURFACE INSTALL RIP RAP PAD 41 �� �`^ �-� \ �` `'��`\` \��. \ \` DRAIN TO THE EX. DITCH ALONG THE ■-_-_-__ _--- ► 1 �\`. `` NORTH SIDE OF RAILROAD R.O.W. E EMERGENCY OVERFLOW STRUCTURE�(\``�~ `_""_ -_ --- �_ 2:1 (TYP.)-_ - -__i/TYPE II -48n W/ BIRDCAGE LID31_ _- __ � _-�_ �.,`._ �=—------- -- - _ \✓1 I ` y o __ ~ \RIM 124 00 IE=117.90 (12" W) �) 5 ® ``o \ �\ ` `�` --- e IE=117.90 (18" S)� J % \'\/"�� \\ --'' o 5 E /S3D -----,PERMANENT STORMWATER DETENTION AND 4 _ �!�®�■I�fIY■�®®®- - �__ -_ g,\WATER QUALITY POND'`4+0o FLOW COI�Tf�OL M.H. - - =-_-- _ ®®® /\�`�- �' (596'x41' BOT. DIMENSIONS) / TYPE I1�'54" W/SOLID LO t D- % --'_"--_�_ 12 WIDE POND ACCESS ROAD ■ ® 12% MAX SLOPE' � . r SEE TAB BELOW-- �/ SURFACE W/ 6" MIN. O -''�-= �_ -�2 ® COMPACTED DEPTH CRUSHED ROCK � / / � ��� _-.-_ -� _____ _____--___._ �---_.�-~�-...,.`~ \ \` \� - ( -- -- � � �---- _--_----.�.�, -� �'� `` �..,� � -..� �/ • • • ,\'\ �"�`,,,� \ �e\ � -. \���--'' ---7 \ w Z O U�_ w m (n w 0O w U� I Z N Q a - Q a_ • a • o I o U In O cv w w } z Z Y w O FA ¢ m w O O U Q rY Q w o LL W X Trrm O V) w ry w z J L RFCTIC LIT 0 25 50 100PHASE 2CROSS N A PORTION OF THE S 1/2 OF SECTION 13, TOWNSHIP 23 N, RANGE 4 E, W.M., R O ENT N, WASHINGTON ■y- -- - __--_ j.,,�'- -__ .__-�___ "----- _....�=,/ � ��/�,,..--'- _..�,•---,�-,-•- � -�.--'-��� ``�'''�"' ...-...tea, �^ r`'..�-e\ � \ �L"d---� ` �------ Y"~---.._ � "e -,w,. _ •�/ '"�-.., -ANY EXPOSED SOILS ALONG THE`- '� _.----- --- _____--._;--- _._.---- �-- --" POND'S SIDE SLOPES SHALL..''_.,.Elf ta�- .._-_��--�- '�`-�..,"`�' `-----'�`--� ~-----. ``-• ~---._ BE MULCHED AND HYDROSEEDED 86.ONCE FINAL GRADE IS ESTABLISHED. I 411, -------- ---- �� i-^-.="'�"-_-"'..-_.r ""�--- l ---_ ._,---""_,_-.-.-"' _..--• �_ '----- � _-„r-." �,...-.--------�- ----""." s-" "`---•..- "`"'^-,•. """�,,,, \ "�`\``'`�`""„-.\-""`..-. - '"e,� ''•'"",,,� - _."" „--,-..`- mirn �.� ---•_• _--6 _____ _____ .-,__._ _---�---� -._ ,___..-� �, �_ �- ____- ,,._,__ __...,_ -._ UPSTREAM STORMWATER FROM EX...•,�...�,_ �\ "`- S i '~-_- __'PIPE SYSTEM IS COLLECTED AND``�_'�--�� - ` - \ '~-, -,.• ■ __ - -- -- �,.__. -�--_ _ - ----- �_ ---_ - _ -- ---" --- _ - -_ -" _ ----- - _ - --- CONVEYED BY AN EX. SUBSURFACE ITCH LONG �--1._-�■�------- - i - ------ = 3.1- ------------- - NOR H TSI ETHE OF RAIDLROADAR.O W. THE ---- --"" - --' --' -- ___- - - - - - - - - - --- ------ - - - - - - - - - -'`- --124 �z_ � - -122---------- ------- ` - _------------- ----- %0) _- UPSTREAM STORMWATER FROM EX. -12 _ f _-- - __--- _ - �_k= 118.00 1 2,� \ 4` . \��\ -, ,� PIPE SYSTEM IS COLLECTED AND 5 oU ti \ \ ��` ��. CONVEYED BY AN EX. SUBSURFACE INSTALL RIP RAP PAD 41 �� �`^ �-� \ �` `'��`\` \��. \ \` DRAIN TO THE EX. DITCH ALONG THE ■-_-_-__ _--- ► 1 �\`. `` NORTH SIDE OF RAILROAD R.O.W. E EMERGENCY OVERFLOW STRUCTURE�(\``�~ `_""_ -_ --- �_ 2:1 (TYP.)-_ - -__i/TYPE II -48n W/ BIRDCAGE LID31_ _- __ � _-�_ �.,`._ �=—------- -- - _ \✓1 I ` y o __ ~ \RIM 124 00 IE=117.90 (12" W) �) 5 ® ``o \ �\ ` `�` --- e IE=117.90 (18" S)� J % \'\/"�� \\ --'' o 5 E /S3D -----,PERMANENT STORMWATER DETENTION AND 4 _ �!�®�■I�fIY■�®®®- - �__ -_ g,\WATER QUALITY POND'`4+0o FLOW COI�Tf�OL M.H. - - =-_-- _ ®®® /\�`�- �' (596'x41' BOT. DIMENSIONS) / TYPE I1�'54" W/SOLID LO t D- % --'_"--_�_ 12 WIDE POND ACCESS ROAD ■ ® 12% MAX SLOPE' � . r SEE TAB BELOW-- �/ SURFACE W/ 6" MIN. O -''�-= �_ -�2 ® COMPACTED DEPTH CRUSHED ROCK � / / � ��� _-.-_ -� _____ _____--___._ �---_.�-~�-...,.`~ \ \` \� - ( -- -- � � �---- _--_----.�.�, -� �'� `` �..,� � -..� �/ • • • ,\'\ �"�`,,,� \ �e\ � -. \���--'' ---7 \ w Z O U�_ w m (n w 0O w U� I Z N Q a - Q a_ CONSTRUCT TEMP. 'V' DITCH �_ r' / O �'�/ J =co 04 c' N 00 O ■ _ �' -%_= i ��-`` (- r✓- \ 278 LF q8 sD �\ \ \00.54% \\\\�\\\\\�\r, \ I \ 4 Z - \ FINISHED GRADED A EAS THAT wJ ® \ _ -_® -~-- == 0--- -- '�✓ \ � LIE OUTSIDE OF THE TORMWATER `� \ ® j�/� Z > N TYPE It -48" MHS Z ® ��- y �^ -- - RIM ENTION AND WATE QUALITY Q O �,/'/r%� -_a -� = -`� _ = =128.0 � \ POND AND OUTSIDE 0 THE 1.5H:1V _--- _- IE -116 40 18 N p , / r - ( )�\ 1 �\ �I SLO SHALL BE SU ACED WITH I \ U DAYLIGHT PIPE IE=116.40 12' S \ CRUSHED, AGGREGATE P. ' w ® EL=±116.0 I ( )1 i , PER \ \ n ) r � �,//�� ------ �.--�_ _-- _ _ i � (ANCHOR HDPE PIPE PER • ,'� 1�..-\ (6 MIN. MPACTED DPTH) \ ® UJ -/�� // - _ - _ _ _-- FOR REHABILITATION AND TO O / ,J / / - _ _ _ _ _ _ MANUFACTURE RECOMMENDATIONS) �\ �\ \ �� PREVENT EROSION LL ®� �/j �caP. -12a. _ _ �_=__ _- ___-_-_ - - __-___ - _ _ _- - _-_-120 = _ _ _ -_ - _ _ _ 1 `\ Lo M __ -- .� -�� � 2 a Opp to 100 100 = = _ w•. w ,,��__ --_ _ _ _ _ - __ _ __ ��IIiFF= _- -_ _ _ - _ - -_ _ - w: w � _ _ - _ _ + � ���.� "_ � � 1 -.-� \ \,4 � �'/� /r,!� '-'''�/`---`'"-� --_-�-,\ ```�`�`'.,,\ w__ —�-\ `'`e\ \\ \c'p ,\ / ,�'�/� �`--\~` _80 _=_==0'-:w cn� . _-_---- ____-_ ___ -_ _ �W -i �= ` +���=� *`.� 110 p ��`� \- '� ��/ �r/'� ''�y�'�.���✓�-\ O LL ol _-_____ - '�•.-�_ _ _ _ - - _ _____ ___-___---__ 60 - - - - _�___- =_— _--_= r= --� == _�__„-_ _= - _ -00 2 //// 35' MINIMUM' STREAM BUFFER /�/�-/// o __ --_--- _ ____ _ _____ ___ --- - - - = v �'\� `` `\\ \ \a`' �•\�`�• \ _� _=-(BUFFER EXTENDS - _ _ - _ _ - ___--_ _----. / _----' _.-_.,.- _ _ �= �, _ .,� �..�\`\\ '\`\\ � �.,,,• � � �� Ips - _ � _ . - - ---� 60: -- _ - _ _- -- _----- -- -'�N -'�� s - �� \� �� � $ - 120. __- %///OUT TO PROTECTED / , 1 LL X - __ %'//// SLOPE AREA i's x jJf+ «l \ \`` �--� BOUNDARIES �` 0 00 -__ - EX. ENGINEERED FILL ``�\�� --�`"_. ) \ N ■_-- _---- __ = =-- �----�...----r --- `� __ ___ --' _�` ��SLOPE TO REMAIN--<7- Fl EMAIN e \ � ' \`��1/��/ice%/ /f ro N N _ - \ cam, ~. e \ / N 00 -= EX. CLASS 4 STREAM. , - \ \ , ' `L o cD 00 \�\\`� EX. ENGINEERED FILL L -'` / ��' • � N --- EAST END OF SILT FENCE \ \ _� == --- - _ _: \`` \ ~ems \\\� \SLOPE TO REMAINLo - ---`�/ /� \ ■_ --_` --`_ _ ---~-_____- �� _ ___ 155 LF 12” HDPE =_~- '"' �'� - - -- "`~ \\�\ \ "\\ \\\`\` \ \``" ` \� %fes' `- L/ �/ - �� \/ ~oma \� N N STORM DRAIN ` ~�' -`- -� ` 'e` \ \`\`\~e EX. VEGETATION �i --- � / - �\ r F-- n �r w n -- m _ ti '\� LI M ITS (TVP) `- \ !' '%/� / �\ \ z ■ INSTALL SILT FENCE ® ALONG PROPERTY LINE ® I ■ I I TO BE INSTALLED CONNECT NEW 12 H PD E SD'--- ' `` �- \� �``�\ �'�`\ \'~� \''� / -- ''-7 /. _ o�� ° `'d dN AND ANCHORED TO_ -�\ �� `' p -��\\ ~\\ ` \ \ �'` %/ �I -- / / e� \ SLOPE SURFACE TO EXISTING TYPE 11 MANHOLE -- _ ��`�\ \ `\ �- (ANCHOR PIPE PER MANUFACTURERS PROTECTED SLOPE f 1 AREA 1,-4- .. . . ...:........... .. ... ........ \ J\ w C.� U z j z as LL V) �V) Q. J Ia C)z z4w J z -0 crZ ww z0 w _j> 5; Lr_ U V) 1.5:1 SLOPE TO BE SURFACED WITH REQUIREMENTS) WETLANrB_., (...' ' • ' ' '� ' ' 6" -MINUS CRUSHED ROCK BUTTRESS FILL E PER ESNW GEOTECHNICAL AND EX. 18 ADS PIPE _'� (EX. CATEGORY 3 WEf N W1 Tf4F,�W \ \ --'` �'� -�_ ... �- \ DRAULICALLY CONNECTS 0 W IT ~-', --- - ''�` ` SOIL ENGINEERING REPORT. WITHIN 24" STEEL �`T - �~ ..y.=__.. FORE THE SOUTHWEST OF-`` H.E.BN ET (THIS MATERIAL WILL AID IN CASING. \�-- --- SLOPE STABILITY AND PREVENT - HYDRAULICALL NECTED TO WETLANDS --IN CA VE R1 k�IAN ~--�``��--��%/�T �/~- EROSION OF THE SLOPE'S SURFACE.) ----__ _ _ FOREST, WETLAND B GULATED UNDER Rf=N1,ON R � °�._.,_'`--- �-`�-�- ~-� --•... � �� � -..�--„o� \ ;fir � ..� _,.,,, w -_ PROGRAM AND IS A CATEGORY- +I_ ETLAND UNDER RMC_,4- A \ " \�`-�/%� �/\ -- _ � \ \\ \� -- -`150' BUFFER PER RAEDEKE ASSOCIA AUGUST 2014) `=� TH RTI ON �'`� � "�/� \25' WETLAND BUFFER �` TF1 WETLAND WITHIN THE SUBJECT SITE IS—±k078 SF. -- APPRQXI 2 ADDITIONAL ACRES OF THIS WETLAND EXTEND ONTO THE ABUTTING PARCEL TO ' 'X� 1�� \ b► �5J THE SOUTHEAST). NOTE' �''�� ` \ \ \\\� - - �e\ �,` \\\\ Q O NO TREES HAVING A CALIPER OF 2 INCHES C OR GREATER (AT BREAST HEIGHT) LIE WITHIN THE PROJECT SITE (WORK AREA LIMITS). PERMIT #`\�\ CITY OF RENTON l DEPARTMENT OF PUBLIC WORKS APPROVED FOR CONSTRUCTION O of WASy S By: Date: Q By: Date: 4 9 By: Date A L EN 8/13/14 By: Date NO. REVISION BY I APPR. I DATE PHASE 2 - CROSS SECTION PLAN VIEW EXHIBIT POINTE HERON/S3 DESIGNED DD DATE 8/13/14 FILE NO. LUA 03 - DRAWN CES n i CHECKED DD SCALE 1 -50 FIELD BOOK PACE_ APPROVED �( 6+ DIRECTOR OF PUBLIC WORKS SHEET „ OF 6 -II 0 v a h 0 �r 0 N N E 0 0 3 N X I 0 0 N i 0 Q i 0 0 N �r- 0 0 0 i i.� a� • a • • cv CONSTRUCT TEMP. 'V' DITCH �_ r' / O �'�/ J =co 04 c' N 00 O ■ _ �' -%_= i ��-`` (- r✓- \ 278 LF q8 sD �\ \ \00.54% \\\\�\\\\\�\r, \ I \ 4 Z - \ FINISHED GRADED A EAS THAT wJ ® \ _ -_® -~-- == 0--- -- '�✓ \ � LIE OUTSIDE OF THE TORMWATER `� \ ® j�/� Z > N TYPE It -48" MHS Z ® ��- y �^ -- - RIM ENTION AND WATE QUALITY Q O �,/'/r%� -_a -� = -`� _ = =128.0 � \ POND AND OUTSIDE 0 THE 1.5H:1V _--- _- IE -116 40 18 N p , / r - ( )�\ 1 �\ �I SLO SHALL BE SU ACED WITH I \ U DAYLIGHT PIPE IE=116.40 12' S \ CRUSHED, AGGREGATE P. ' w ® EL=±116.0 I ( )1 i , PER \ \ n ) r � �,//�� ------ �.--�_ _-- _ _ i � (ANCHOR HDPE PIPE PER • ,'� 1�..-\ (6 MIN. MPACTED DPTH) \ ® UJ -/�� // - _ - _ _ _-- FOR REHABILITATION AND TO O / ,J / / - _ _ _ _ _ _ MANUFACTURE RECOMMENDATIONS) �\ �\ \ �� PREVENT EROSION LL ®� �/j �caP. -12a. _ _ �_=__ _- ___-_-_ - - __-___ - _ _ _- - _-_-120 = _ _ _ -_ - _ _ _ 1 `\ Lo M __ -- .� -�� � 2 a Opp to 100 100 = = _ w•. w ,,��__ --_ _ _ _ _ - __ _ __ ��IIiFF= _- -_ _ _ - _ - -_ _ - w: w � _ _ - _ _ + � ���.� "_ � � 1 -.-� \ \,4 � �'/� /r,!� '-'''�/`---`'"-� --_-�-,\ ```�`�`'.,,\ w__ —�-\ `'`e\ \\ \c'p ,\ / ,�'�/� �`--\~` _80 _=_==0'-:w cn� . _-_---- ____-_ ___ -_ _ �W -i �= ` +���=� *`.� 110 p ��`� \- '� ��/ �r/'� ''�y�'�.���✓�-\ O LL ol _-_____ - '�•.-�_ _ _ _ - - _ _____ ___-___---__ 60 - - - - _�___- =_— _--_= r= --� == _�__„-_ _= - _ -00 2 //// 35' MINIMUM' STREAM BUFFER /�/�-/// o __ --_--- _ ____ _ _____ ___ --- - - - = v �'\� `` `\\ \ \a`' �•\�`�• \ _� _=-(BUFFER EXTENDS - _ _ - _ _ - ___--_ _----. / _----' _.-_.,.- _ _ �= �, _ .,� �..�\`\\ '\`\\ � �.,,,• � � �� Ips - _ � _ . - - ---� 60: -- _ - _ _- -- _----- -- -'�N -'�� s - �� \� �� � $ - 120. __- %///OUT TO PROTECTED / , 1 LL X - __ %'//// SLOPE AREA i's x jJf+ «l \ \`` �--� BOUNDARIES �` 0 00 -__ - EX. 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CATEGORY 3 WETLAND I �� , �- 11 - �:-".:- - � "-' __­ I --- '. atA. �, 27 WITH 25' BUFFER -- PORTION c:), ,� 1. __,�� , - ,, I "I -- =27 57-Z -)LYNA L � " I " � ,�� - - �� _/ I ::�-- -- __ ­ _�_,,;�__� �- -:,�-,- ,,�-,---;-,�---��-" ��_ ��w� �__5�?_,��___�� ;�_< 11 ,,, - - _�� - ­ 13 ��_- , , - - �, _- -� - ------, I ___ ,�� , , ,_ / _� - � � I - , I _::�__ ---,:��-�� �5 - �:,�� - ��,:�� - -1 -_ 1___11' - c ," - ':,-� - ��-,-�,� . ,--�� I -_ " , ,_ 3� -� -- - ,_ I ,:��_ ��__ OF THE WETLAND WITHIN THE I ,�, ,,-.�: � - � �,�<-: �_-, ::�-, � �_ _­ ----,: _­ � I I I a a N 0 T_ Ill �_ D 0 ca -i - zI`_ D 00 ct cf) Ill .T III D W z z > 0 < CL I.- cj) T_ o tr) 0 LO co cf) � z 0 a: Ill r Ill z 0 CL 0 0 19T I__ N I q�r LID N z 5 2E Q:f cv) T_ 5i oo I I I 0) 04 i < W .. 3" N (1) � x = V) � Lli 0 C) I__ z 5 2E Q:f 0 (f) -_� Ld S V) Lli DL -J ;�s =) xz si z LLJ I I < L, 141:2 C11,1 V-) c' -A (N � 0z: cf CD C--� 00 0:� z> n z 00 O-) N (0 r- 00 Of z W C-14 < I - I , W w Z & Ln Ln 0 Z Ln C11,1 cl-A Z E 00 Lli -1- 5 =� � ,-,, -_, �� U U) zA Ic lzi I ,i RR � 1> 5:� __ ­.__ �� - I - - -_ -�, " p , , , , I �� - _�� � < �� �� �� ,:�, >_ - �___ 55 �_ � , - � I " - _,___-- - _:;�:� � , - __ - _'� - � ,� �� , 1> , � - ,, __�, �� I" - . ,:- _'. � . - - _­ ,:�� - _��_ ____� 1-1 ___ - SUBJECT SITE IS 258 S.F. +/ _ l �,� _ _� I ,Z _�:�� � 5� ,- C " �-­- _� " --- - I_­:� - -_ 1�- �� �__" , - _� 1, - �,' I - - ­,�� __ , - � __ - __ - __ , - I I - - - -::-,., - -��_ -- _- __--�_ -�-_-_--- 1 -I---- ___ AND AN ADDITIONAL 150 S F. +/- // 1 13 15 �� _� - � , , - �"_ C -3 ��_�5�_�--?�-�� ��,,�'��ll ���_,�_ � � �__� - __.: _ . �, - - � -(- _5�� __�__ - __ �, �___,_ _�, __ . ,-- �_- ---��- � �_',-��_,--, � ", 3," -,-:5-- , I ,:: ,,- - :,-� - - . " 1_��11_ - , I I 11 - I - I . - I PORTION OF THE WETLAND EXTENDS - " __ " ____� � .� --I:- � . ­ . 1, -, - ,�,--�-- __�l � I _'�, "', _� ��l __ -1 I ,- - " I ­� - 1, - I ,-- - cl , -�-g ­ I- ��; , �":, ", __ INTO THE BNSF R/R R.O.W.) 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I ,- , I �, 'I, - - __ -------,-------- __ ---*-"'."*.,:�"-��.:..��-,.":,�,-,-,-.",-��:-.�,-�-".". - Xl� ... / �.�� ,_ ---:,,,-:Z�, - ­_ - - ---- - - - CITY OF RENTON I— ''I ,,, '� / -1 - - ` - - ':��!�z --------­ , "I � /��< - 1,�___<l , -__- --�_-_ -:-��- -�-:Z-�- -__,-�,:�z-,-Z - -/.�,_� -- -- -9 ,4,--- - , _ - -__ .Z��_ ___, - - ­ -- "'_�­,V',.__\ ,,, > __ / � --, ____-.l_---_,,.-.��-- - ,__ ­_ - . I I -:, - � ­�- '' --�, -zz� -,-,� � , - '­��___� _ , . .- " ­-�Z� -, .-�­.��,'.,-�.-..- -PARIFMIEEN-T <DF= PUE31 I(-- WC>RKS --- --- -- - -�, - - � __��­.�_ _��_____ ­__,:� --- - , __� , � �, ._::::� ::� - - , NO TREES HAVING A CALIPER OF 2 INCHES , ::�� WETLAND 8 , - . - , �:�� - _:,� -, ___�_ , I OR GHT) LIE WITHIN - T "" �_ � 1, ) � , 1�/ - ': ­ - - __�_ - ..,�� - _ _� _�_: - - -�E:�z�- .--- -- -- --- - - '1 '� I I , (EX. CATEGORY 3 WETLAND WITH 25' BUFFER I- HE ll� 1�, � I 1�1 I -1 ___ -,-- " -_ - __ ­ � - _____ _-. _.z _'_,:�7­�_ __ 1, I. ,.-.-. , -, E:>E= I � - - __ __ - - -- I \ - ­,_:-_�'-'_' -, �"*_:­.­ '... V INt UtflUILU VVUNr\ AKLA LIMII�) 1, "/, ll,�, 11 I _�� *-.t- -, ­7:�:_ ,_ . .`z�,. ., � . .,'.v'�_ "' 1,,,� , "I �� --, I �1_ \ . IV ,V * + -�,,� --:��-__--,-��-__� :-_-:�:-_��'_-::�- : � :7 __ -:� ` " , , , - ----- _-,.­_�, ",� ,--�,� . - WETLAND IS NOT HYDRAULICALLY CONNECTED TO WETLANDS 1'� 1-1 % \ � ,Z- �,_�___Z- _� - - _-_ ,-"- �: - ., , - � -1 - , ,s� --- - -, ..". *-" -.Z.-.- - - ----- - -- -- ' '1� � , \ '\ , - ::-:::�,�, \,��-_ _--�:- _- ��__--��-:, -- ,,�,�_ ". . 111. "" \ \ -,- i _,�� - z�-,"­-_-z�_-­-� S - , , , * ',,'-.-­._-,�--.,_. _.' "' - '1_1;�,, , \_ \�,.,\, - , ---�I - ----��:,_- � I'--- ,-­,�,`­.,��_-' -_ . � 0 E. D,j - WITHIN THE BLACK RIVER RIPARIAN FOREST TO THE SOUTHWEST " _1 I \ ,-- 'j, � �41 * :� � � .\�� 0 -,,, -�, I , , ::: ­- -:1 , I , - I � __ - �__ __ __< .�_. . .. , � , , ___ , - -- - --­:�--­ "I. - --" -, -�,�­,-/!,� -_,:j:� -. Ililliiillll _____ - .__ -: _: . � . _ \ I 11 1111111 .__,� . ., - - / '-� AD R/W. IF WETLAND 'B' IS HYDRAULICALLY I --,"', � - �_:��:� `�; ,�� WAS I . , ,� , � // ,,� ,�,, ,'�� -1 --"-, I Ill It- ,v ,p ,v , �', - I ,­ --_:�-- _____��,_.,� -- '. ___� -, _ . - `,�11_1/1� , 1, - % .41 + - �_ - - -_ - - -- . "�.­��­­�­�'_ , �, \ --­�--_ :­� ---- - -_ :��_�-,�.--­..'-_ 1�1 CONNECTED TO WETLANDS IN THE BLACK RIVER RIPARIAN FOREST, , "� I _N.' - "I , --:,,�-,, .-.,-- -, _'t _.� _ �. F."-- 0 11 �� � , __ - I - 111Z WETLAND 'B' IS REGULATED UNDER RENTON'S SHORELINE MASTER PROGRAM , - ., -­t�,___ t -t7_ �_�� . I 1 15�___ - \�,�­,-_'_�---4;_�_-_- ­:�_-_­ _ - .", . T_,.�--­ ,�� TOPOGRAPHY MA ­-,� --,�� " , � I 4, IV , , ,,, ""," 1� \1 + 1.�lll \ llll� ': `, I - -1 '__ --%;. --__-'--,., -_'�,­­,-'­­��` C__ �', . � , � , ,,�,-___:",-­:,�,,,,,_�._ _,_. __._----�,_­ , - _� _ I" ,� -��\ o __ ,_.,� _,__�____ -,._,­7­---­�--_-� �__ � I I'll, �4, .�� --/' �\ /S3 1, 1�1 * .,. � - - , - , NIL , " " -Z -_ --,.' . , -, 7- r:: � - t � -_-: -, - � .: -, cn �: AND IS A CATEGORY 11 WETLAND UNDER RMC 4-3-090D.2.d WITH A 150, __l, \, \ I � - - __l., POINTE HERON .,--��,--, -Y�-,,� ,� I I � - � - _:�_ I I I �, ,�, �, 1-1 '�� I -- I -1", �\ - - - --- - T��--� , . .- 11 11 I I ,Z� , , r , \, - , '_ - � �_ E ASSOCIATES (AUGUST 2014) �l , (, " -,,� , \1 , ,,� \ --*, - __ \ '\ "", -- -, -,--- -,-- - _., �. - - ,.,� ,_,., , -, - - '��_clzp�.;­. I � " ,2 -1 ,��, ", - --- 14, 1p �, - D __ - ­ ...-- :� DESIGNED CES -0 I �,�, � � A �'l- , - . .,. _� ." -- \l, 1� \ \ ,,� �. 3f) - - ,z , , x-, I'll, I I '' , , '' '' , � " "/, , " " , , \ " "", ,�'l I , , \ \ -, ,., __ _ . .i�:_",. ' DATE I -----, --- ---- � `l___. ____ - ­�__: �-___' " 1�) NOTE: -- THE PORTION OF THE WETLAND WITHIN THE SUBJECT SITE IS ±6,078 SF. ",,,� -,� ,,,��,�', '\, __,�N '. �, , ,\" - 14, * , , '� ' *� 1/13/15 , ,� \ " _- -__ .,� - , �', ", " -\� -,­ '\\ ,;, I ��, PROTECTED SLOPE AREAS SHOWN ARE PER -- APPROXIMATELY 2 ADDITIONAL ACRES OF THIS WETLAND EXTEND ONTO , -,,,, N - I' `-',�� DRAWN DD " 1\ � , " \ I \ �11 _,,�,.� ',', 'i� - ­:il`,'�-'-'Z�' , , , '�llk� ," \, , .. I ­�,� 1, �. ,� ,Z�, ,�, � ��'. '' *"- , 1 P1=50t �11\ .� \ \, � ,_ --- __ __ , , . �­ , - , --;�, , .� THE CITY OF RENTON STEEP SLOPE ATLAS. THE ABUTTING PARCEL TO THE SOUTHEAST). ,,"-,,"\"_ �,� 'i� ,� 11 I , ,,�� __ _., - --- .1 . DID SCALE I . , � i 2 A L �_ � \ , I .. .,- , - � I ,-" ,,-, ,-/ -,,, ­', `\ - � " , -,\ li?a- ---,-,-I ...�'.. - - _ . I , \\ ,,, r __ ___ - 1-'� ____l ) / - �__ 1/13/15 NO. REVISION BY APPR. DATE . _- -_ -- , ,'�, "�, APPROVED - - __ CIRECTOR CIT PUBLIC VOOR�K, FILE NO. LIJA z 0 Ll CD = cn t. I , - 11 - - - 4; 0 0 V) -:E < 00 - .. �: Ln 3 N - � tl) - I',- - �; E 1::� Q) 0 E-3 �' _c� r - x I �-� CD (N _lzf_ 1-1 , .- - .9 - x 0) 1�_l CD 0 C\j I ,� 1_� (j) C) CD 0 1 ,� �l ci: �; L� 0 0 c*4 qT T_ :_: C E 1! V -_ Qb � JAN 2 3 2015 z __ 11 -1 I co Y 01- mum -o'o ANNINK--, nv% 1.� _-) . _jl\j I I i FIELD BOOK -PAGE . SHEET 2 OF 2 - u 1 12d z > TOPOGRAPHY MAP (WEST) — IN SUPPORT OF PROPOSED POINTE HERON GRADE AND FILL PERMIT CL 0 25 50 100 < uj A PORTION OF THE S 1/2 OF SECTION 13, TOWNSHIP 23 N, RANGE 4 El W.M.5 P00\011g 1101-00 01 2 In RENTON, WASHINGTON 1 =50' S.W. SQNSET I�LVD. 0. 7 —4— z IL c _7:�; VE-7itMOb w co CL "'I 1w z 4 -c - x 0 [L CL Dir Poll __90N_=� Cc f 08 E 4) F- 0 0A z m 0 IL E v -N, c 0 r EXISTING UPPER PLATEAU m *010 AREA 1 (WEST PORTION) m m A 1A 7D mj V) 9 cn TEMKORARY SEDIMENT`_ Ld -=7 'bNTROL POND,- EXISTING INfER'M FILL SLOPE 1- 0 (WEST PART OF EAST PORTION) w w F_ r -EXISTING jNTt!RIM FILL SLOPE 1 (WE5f'PORTION) rAC�, 'I R� (SLOPE --RESULTED FROM UNCOMPLETED CL +6-0- / " �ESS� E -I / / � 1_� () C44, �VNtEr BLUFF SITE GRADINO- POND 11 T� T�meo RV S 0 ()RMWATtR D T 90FIS S t4EkT Z �FF T_ M, 0 co C4 0 < E L) f f 2_ F ­ III — — cr) 0 C\l ST -,"(UNOPENED AND !��, ---------- 77!� w UNIMPROVED R/ z 2 T6,,TEMPORARY SEDI WITH MENT-,PpND LYING z 'FF ­,S EAST OF $UNSET BLU �,TORMWATER DETENTION, POND. EAST BOUNDARY"OF 0 z LLi (c) z c) :>�EXISTING IN'tIRIM, INTERMEDIA'Tt--PLATEAU AREA 1 BLACK RIVER�OUARR - - - - - - - - 04 — - T - - - - - - - - - - --- 0 X SITE / �xl CC cr) 0 0 ENGINEERED FILL SLOPE CONSTRUCTED LJL IN CONJUNCTION WITH SUNSET BLUFF STORMWATER.--_l_ (j) ui DETENTION POND AND THE MAINTENANCE ROADWAY 0 cq INTO THE POND FROM THE WEST----- - - - - - - ul < W - - - - - - - - - - w U9 cf) cl) Z2 z < TEMPORARY SEDIMENT CONTROL POND W MSE ECOLOGY BLOCK WALL ws 1079 W.S. 0 SUNSET BLUFF STORMWATER 34�9 DETENTION POND (n 00 Ld F 0 t\ Z Lj -7 Y_ 0 _j LLJ z x IIS 41 Li_:> __ MEW Ld _0 Li :m _LF DETENTI POND�-_ 77 cl-i (6 z Inc # EX. 12" HDPE v,\ z In z _v/_11 x C14 00 0- MAINTENANCE ROAD -- 00 (N Z 5; (0 00 cr- Z z ----EX__TYPE-II CBA J_ ............ , , 1 u.j -EX, 1.5H:lV ENGINEERED FILC �LOPE' C'� < Z U-) Lo 0 IN z 04 0A % L0 x CN z Lr) u > CN CN Of 0 m 00 LLj p1sD x, C-) un ao C3 0 S// Al IT - z 7,� CULVERT TYPE -11 CE 12" CLAY A U -W/BIRDCAGL- WETLAND A 4 9 VOL - o (EX. CATEGORY 3 WETLAND WITH 25' BUFFER -- PORTION OF THE WETLAND WITHIN THE IE=27.57--/ z co �5: 5�- 0 SUBJECT SITE IS 258 S.F. +/- 8/8/14 0 AND AN ADDITIONAL 150 S F. 0 PORTION OF THE WETLAND EXTENDS INTO THE BNSF R/R R.O.W.) r_*=PAF3-rME=-N-r 01F= PUE31LJC� WC>F=lKS CITY OF RENTON TOPOGRAPHY MAP z POINTE HERON/83 m DESIMED CES 0 DATE 8/14 FILE NO. LUA 03 - DRAWN DD DD 1 11=501 < CHECKED SCALE FELD BOOK PAGE U4 z 0 Lu _j z NO. REVISRON BY AF?R DATE APPROVIED DIREC70R OF PUBLIC WORKS ISHEET oF 2 0 25 50 100 TOPOGRAPHY MAP (EAST) — IN SUPPORT OF PROPOSED POINTE HERON GRADE AND FILL PERMIT CL 0 A PORTION OF THE S 1/2 OF SEC11ON 13, TOWNSHIP 23 N, RANGE 4 Ej W.M.7 RENTON, WASHINGTON C4 77 z or c 0 w w CL f-RO E CEL_-�b�N z cr. w CL w z cc =z 'A 0 0 t CL a- cr: w qt 0, _--P R -O z JECT S 0 z ITE 0 o (W6FIK-AREA LIMITS) z FOR PROPOSED PO(N\ E TE m [L "'FILL PERMT 0 - \QRADE AND 0 qp LD c 0 EXISTING UPPER E 7— 'A ^ I " ' 7.7" PLATEAU AREArl- (EAST,-POWTION) 71 p 7�EXISTING INTERIM FILL SLOPE -----(SLOPE RESULTED FROM UNCOMPLETED '_::=��SUNSET BLUFF SITE GRADING) w w F- C E--1 -�2 0 C) 55 EXISTING INTERIM FILL SLOPE 2 (SLOPE RESULTED FR0M UNCOMPLETEb,\ Eaaaal cq 0 z SUNSET BLUFF SITE GRAQ�NG) Xx _3 aar act to C#) 04 0 ss L;j r1q sr z SON �741po < (3) CL r �nz' 0'x� cj) 04 14V w x "A 1p N" w z 110/v 0 F------------ I EXISTING UPPER z < m XISTING INTERIM, INTERMEDIATE PLATEAU AREA 11 '6r4 z LL! co 0 X/ -v I I__ LLJ M PLATEAU AREA 2 W - - - - - - AN z _j 0 -----'ENGINEERED FILL SLOPE CONSTRUCTED - --r- - " 1� -% :�_ \ ' 9 > %%.000 z N cn bi F— CONJUNCTION WITH SUNSET BLUFF STORMWATER­-'-'' Ail IL CL t;N t In N, 0 z - I cj) uj f�o ZU11m, 0 cj) 0 ERME6�T& z �111 A U % N \A Lo \\N 0 0 2 1% 0 LL mr- ow— 100" L0 -A cn X z In Ld zo \\ x Jill III Faaa MSE ECOLOGY BLOCK WALL A \\X Q0 SUNSET BLUFF STORMWATER DETENTION POND I EMP. SEDIMENT PON N 6t 0 cf) LL CD 00 (f) 00 . ................ __' Lu LAJ % gx' co) -7 > 0 0 /35' STREAM 3UFFER' ER -7 Lij ::MINIMUM 35' WIDE BUFFEI 'ITI FILL SLOPE TO REMIAt 'z --EX. CLASS 4 STREAM IN :7 Lij c11%j EITHER SIDE (STREAM x ry n N1— N\\ z 71*_� EX. 1.5H:1V ENGINEERED EXTEND OUT TO r-0 C14 c1_1 0 0- CD " co _t-KUIECTED SLOPE AREA 1 S C� 00 C-4 r-- > (14 F1 - LL -- S , LOPE TO REMAIN- cy) (_0 00 Fr z uj w N Ld LLJ U-) LL j (-�j TED SLOPE 2 =68,036 SF± c*Nj CN z 5R OT E T, %\\�' I E LME EX. VEGETATI L0 ED Ln Ln > N CN z c\j CNI CD 00 LLJ C) U) LIMITS (TYP)' m B.N.S.F. RAILROAD CD 6 VERY HIGH LANDSLIDE 7�--t SLIDE AREA) 1z S - AREA W10 BUFFER=39,960 SF± z N 0 z cotx� NOTE: WETLAND B CITY OF RENTON NO TREES HAVING A CALIPER OF 2 INCHES 4 OR GREATER (AT BREAST HEIGHT) LIE WITHIN IT - (EX. CATEGORY 3 WETLAND WITH 25' BUFFER IF THE C>E=PAR-rMF=N-r C>F= PUE31L_IC� WC>F:1KS THE DEPICTED WORK AREA LIMUS E. Dj WETLAND IS NOT HYDRAULICALLY CONNECTED TO WETLANDS WITHIN THE BLACK RIVER RIPARIAN FOREST TO THE SOUTHWEST ,,,i WAs,,� OF THE BNSF RAILROAD R/W. IF WETLAND 'B' IS HYDRAULICALL CONNECTED TO WETLANDS IN THE BLACK RIVER RIPARIAN FOREST, 1-1 1 �11111�""­. TOPOGRAPHY MAP WETLAND 'B' IS REGULATED UNDER RENTON'S SHORELINE MASTER PROGRAM AND IS A CATEGORY It WETLAND UNDER RMC 4-3-090D.2.d WITH A 150' POINTE HERON/S3 BUFFER PER RAEDEKE ASSOCIATES (AUGUST 2014) V`X"' UtSIGNED CES 0 4 9 'Q,'- NOTE: THE PORTION OF THE WETLAND WITHIN THE SUBJECT SITE IS ±6.078 SF. DRAWN DD DATE RLE NO LUA 03 - PROTECTED SLOPE AREAS SHOWN ARE PER APPROXIMATELY 2 ADDITIONAL ACRES OF THIS WETLAND EXTEND ONTO THE CITY OF RENTON STEEP SLOPE ATLAS. THE ABUTTING PARCEL TO THE SOUTHEAST). CHECKED SCALE 19"=501 FELD BOOK PAGE < A DD w z 8/8/14 d NO. REVISION BY APPR. DATE APPROVED DIRECIOR OF PUBLIC WORKS ISHEET_2 OF 2-1 ad