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HomeMy WebLinkAboutLarge Formatco PARKSIDE 1 -0 C-07 COURT GENERAL NOTES: N = 178349.58 A. EXISTING SURVEY CONDUCTED MAY 2009 IDENTIFIES N = 178282.36 TREES 6 INCHES DBH AND LARGER. NOT ALL TREES AND E = 1316495.53 E = 1316495.86 SHRUBBERY ARE SHOWN. LIMITS OF WETLANDS AND "- STREAMS ARE APPROXIMATE. B. ALL CONSTRUCTION ACTIVITIES SHALL BE CONTAINED / / SEE SHEET C-O5 ` WITHIN THE LIMITS OF CONSTRUCTION AND AVOID STOFRki DIRECT WETLAND DISTURBANCE. ' / C. ALL DISTURBED AREAS SHALL BE RESTORED AT THE / 20' PERMANENT / ( N = 178279.84 ( CONCLUSION OF THE PROJECT PER CONTRACT N = 177929.79 \ I EASEMENT (TYP) 1000o, E = 1316594.08 I DOCUMENTS. E = 1316596.21 D. EAST RENTON LIFT STATION SHALL REMAIN IN SERVICE / SEE SHEET :C-06 / 15" SS 3 5 ` I AT ALL TIMES THROUGH COMPLETION OF THE PROJECT.CONTRACTOR TO MAINTAIN DRIVABLE ACCESS f ••..� t C-08 2 TO THE EXISTING EAST RENTON LIFT STATION AND LIMITS 0=` L � ;� �T � �; � � � � - � •�> p- >. a..r .� s , .._ - « ACCESS TO ALL OF ITS FACILITIES FOR CITY PERSONNEL CONSTRUCTION o 4,. AE AT ALL TIMES b m I �w ..... -- _ e rx> v u. .,..._ .,.�,,..- � ... -.�� .�.. ..�.,�«....��. ,,..,.m.,r..�.�� � «a ,-y.;,w� ��_� .�,,.�,. ��-�_ ..�„ r.�-< � k �, E. LOCATION OF EXISTING UTILITIES SHOWN IS BASED ON ��.,.�� .�,,,� ■�■ �„�„� �. � uN, ?�+ � ..w.>■ ��"' RECORD DRAWINGS AND FIELD LOCATES. ALL EXISTING p 4+50 ,.f+ 3+50 3+00 .. , „ _ 2 5U 2 0 P mn ..,.,.. 5r� ��' �.. „�f �� 1.2�,...5 . 5 UTILITIES ARE SHOWN APPROXIMATE CONTRACTOR ��. 4 t SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES 10 CONSTRUCTION +5v• ;�, __.re _ _y�. Y_ �. " I 3 -< �. _ I F ., F w "' AFFECTED BY THIS PROJECT PRIOR TO BEGINNING EASEMENT TYP, as ;. I I (, ..) _ y` WORK. , , " I t � � -. _ 1.7.;,.. � '" � � ,~�,, ' _< 4 I - 8292.62 I F, �a `' I F. INSTALL BURIED PIPE IN ACCORDANCE WITH CITY N = 177929.97 - t _ ,b v. 1316624.(^ STANDARD PLAN 405. BACKFILL PIPELINE BETWEEN STA O .w_ E = 1316626.21 h4 . :' ;..`- , 3 ' x5 I ) m ' ' I 0+75 AND STA 3+50 AND STA 8+60 AND STA 10+30WITH I /6 ,<' N - 177422.96 r ie _ �- �" a `-L GRAVEL BORROW PER SECTION 9-03.14(1). BACKFILL ALL E = 1316764.21 £._ .... � - OTHER PIPELINE WITH NATIVE MATERIAL WHERE ,- _ ~ N­ 17745338 _ .. _._. .. n - . _ ( 40000 :°. .. SUITABLE, REMOVE ROCKS AND OTHER DEBRIS 4 INCHES _ ' E = 1316765.16 f ->. OO. 'b ' ;:.. : , 1x� a, - I f 4 AND LARGER. OTHERWISE, BACKFILL WITH GRAVEL �_ 4-_ ;= -! I BORROW. COMPACT TO 92% MDD BETWEEN STA 1+00 T C- ~ - '`"_ EAST RENTON AND STA 8+58, AND 95% MDD PER ASTM D1557 FOR ALL I 0�< p a x LIFT STATION OTHER PIPELINE. EVE;71 FACILITY tf ,I / x`� t• Vie: :: w ..._ . ". i-_- G. PIPELINE EXCAVATIONS SHALL BE CLOSED UP OR ;. ,. =.a :: _� :..;..F.o..;,.a, :.; N - 178289.76 ryv �`' .,. ; - PROTECTED PER SECTION 1-07.23 1 AT THE END OF BRIAR HILLS h t� ,_,., _ ( ) /- r .: ^ _ ,• ;�'� :: i 70 EACH WORK DAY. r �- ,- ... .. ..... . .... .. . , ...e", ,e,., •.. >•�-: � r °, . � �*ram � ,� a �, z � �., , ,,,, ,;,,,,,, ,,,,, :...,m- .•, :. •:..p.. ..�..,.-,.,,. .� � 3' are , � g� #-. t - 178321.61 f KEY NOTE N _ w - O :.v x .,•d g 0 S. 5fr / SEE PLAN FOR BYPASS PUMPING DETAILS. STEWART CREEK w_..,F. �.�.... t ... ,.. , < . r"mom_ - 4�,. � � - �.. &-num- �� w x. � �� 4. _ �..A �,: x ,.�- -�.w,�,x. . ��. r.: � NOT _ ,,� _ ,� ,� �,_ �- , . ._%>: . ^ - _ ,m,.. - � = Eg 2 PROVIDE TEMPORARY CHAIN LINK GATES WITH DO � � - x , . ter. � . a �~--�-°" =� .. .:..:... . . . . . �° , �. ENTER CONSTRUCTION IGN AT ALL SITE ACCESS x _SIGNS � E - � IONS. LOCK GATES AT THE END OF EACH WORK a F _._,..,_................................. � DAY. • 3 1 1i�+00 r ,,.a.,,. ' f � e I=, . , :., "°g. ;., ,., .,, a,..�, .x �- •--` � - € r � 3 PROVIDE TRACER WIRE AND UNDERGROUND WARNING <>. Ns ;.,. � � , .�� TAPE PER SUB SECTION 10 15052 SEE a.e,.,..,,>. „ ,,. 475a-, FOR TRACING WIRE STATION DETAILS. 2 15" SS 5 = „# pa, . ' �' F $„ 4 N F COMPLETION F CONSTRUCTION, _ "4 _t ' � O UPON FINAL COM LE ION O I, ;,..,t: . , CONTRACTOR TO SCARIFY EXIST GRADE FROM STA 1+00 r - N = 177612.94 I Y a E - 1316818.97 F ' \ _- TO PAVEMENT AT 148TH PL SE WITHIN THE LIMITS OF E - 1316819.79 v -: € y- CONSTRUCTION AND COVER WITH 2 INCHES CERTIFIED E = 1316844.86 -..-. WEED -FREE STRAW. ) ESTATES _. _ .�F�n ««� �� ,:":fie s .' � ��� >>r , .,..; .� _ ,. .. y N - 177422.27--_ . - 5 PROVIDE UNDERGROUND WARNING TAPE PER - ' a 't �,. I b OSUB-SECTION 1 1 E - 1316844.22 _ J _ 0. 5052. i Lo ? x I A e t t§~ ",.,,' u;�'1 ,.-• E. (_ 'sYz. p OD 'cD mko 11-100, 6 a ' ? i WETLANDS (TYP) /- - -/ / ^.. g k I z Cl w.. S 3 p @[Y <.J y / f' C"t i's1 5...,f3'+,� i LPMTS N = 178329.69 g'- E = 1317042.35 - , t . / , 7 I 1_01 N = 178314.46 I / E = 1317054.44 1--oo .. N-11 / _. . {SAS s t E � 110 CI T Y ii���� qq ,E L..` i l - gV*�i i �..1 Op REN T<. PLAN F A SCALE: 1" = 40' f g FILE: 8235C00-C-100 C'ty Of � � Plannl RentonSE E E n9 Division 20 ¢ a a °� F CAD a 3 F AGENCY PERMIT SUBMITTAL DATE: •- CITY O F EAST RENTON LIFT STATION JULY 2011 ELIMINATION FIELDBOOK: RENTON PAGE: DRAWING NO: Planning/Building/Public Works Dept. SITE AND PIPING PLAN C-04 SHEET: OF: ry. GENERAL NOTES: z o I A. INSTALL BURIED PIPE IN ACCORDANCE WITH CITY AIN ` S ' ' ' A k I B '�' `$ �� � � STANDARD PLAN 405. BACKFILL PIPELINE BETWEEN STA _ i 1MITS 0+75 AND STA 3+50 AND STA 8+60 AND STA 10+30 WITH GRAVEL BORROW PER SECTION 9-03.14(1). BACKFILL ALL -F ,iel`3v A . OTHER PIPELINE WITH NATIVE MATERIAL WHERE SUITABLE. 11.250 HORZ BEND I I o REMOVE ROCKS AND OTHER DEBRIS 4 INCHES AND STA 4+91.01 LARGER. OTHERWISE, BACKFILL WITH GRAVEL BORROW. f%4 N=177901.027 c € COMPACT TO 92% MDD BETWEEN STA 1+00 AND STA 8+58, E=1316616.39 M I 390, % AND 95% MDD PER ASTM D1557 FOR ALL OTHER PIPELINE. ;;?' Imo, _ la , 11.25° VERT BEND o _ 1 J`' r � P ' C TRACING WIRE 11.25 VERT BEND N178036.552-; iq => =_ ,, STA 4+36 / , ,: ; a. ?; €€ I .. " i �J0\4ST UC 3 10N &' r`, �� _ � � -� _ - STATION B. LIMIT PVC JOINT DEFLECTION TO A MAX OF HALF MFR'S STA4+10 _� I= e B TEMPORARY �s RECOMMENDED JOINT DEFLECTION. s,lil _ " N=177956.04 €� � � 3 j' `� 3 �^i � �^y ¢' 3 � Z..'e' F J t . +.� tT . o ° ii rie 9.1 � 4,,`". i -i S N=177982.03 E-1316616.05 - 1�`'A[��aE;,, ��,, I;Lt.=39�3.5� 1� :� .���:�I p ��;} STREAM _,i t E 1,5.90 i € _ C-07 �m MANHOLE g , ,a 1 CROSSING `- D� E `€15608 i C. PIPELINE EXCAVATIONS SHALL BE CLOSED UP OR I §`_:, i •",�. f ear y: "'+. _ .ems,. '"`iP .. '.P..s°e "... 3 g'.,:z•*`"'"� ✓.� f'd �^, I rr _ ,t - , s4: `a- a' -07 CHANNELING t, - a: ,"";-` _� _ r.. _. _ �n 4I PER SECTION 1-07.23(1) AT THE END OF EACH y.. r t. I , DAto - - ..�_. _ .�., ,.>. �` _..-_i _.., _, .,.... i ._ ,.,k1v « ttE�S $t-°'.'� a, PROT ;5 .e�'' `"'�,.. �. F [,Prat, "'..,� <„ .._ _ ..._.�. i d M..�. =t,5„��: � �, ;-, _ ,�_,^ ,,-.,, a� � _- .� _-_. � n _� WORKEDAYD a'; .<...'S 78 1 s 's € �<r .c.^ s�i`tC. ` " S` < a-.±s . ° y , t` .° -_Pr _ . 1 . 4 , t EXIST 60"0 MH 5314 079 Ek5l w..'A M. ,, . - _ I . - STA 0+75.77 � m t a KEY NOTES: % � js .��� , � � ;�. ..._ � .,.- �, �v � 1 ABANDONED 12" SS. FILL WITH SAND Y. ..,.. ., �:w'a�A Tro'i k. .r..- pa,. - •,A*rs - «mar -sum- .xs_.:-.+�.�c- ,%2 went .,gip „'`� y i ._..g` _..-. -,.. sue^^' .., ..�....-.,..::....a....�, .y,....._ ..,,.�. .-,..,......>.. -€ .__. ......._....N..... __»...............y.>...„„.,,,,.,„......,.....'"__ ';d,. "„.ffi ._..........,...,......,... 7- a$e ° a... s s i w 6 BY POTHOLE PRIOR TO g , m 2 CONTRACTOR TO VERIFY DEPTH -i- 1 .�.,.� �� COMMENCING CONSTRUCTION. Ln �� � > � 1 +5Q ,� 0.. ._� 3 4 SANITARY SEWER PIPING a , 7 � �� � � � _ .. •. ._ _. _.._� �°� RE DRILL AND CONNECT NEW . I WITH KOR-N-SEAL BOOT WITH SST CONNECTOR OR EQUAL. rnz _ ))) e ,F=-- _._,,.>,._.,... ,..__�._.____...,.—...---,.. ._..,_...�,„,._.; . -3 _�.�.m ..,.,._._. ...,.......,......_._.._.-_._<...,_ _.� - _.:...._....- ...__,....... " ° -:. `„,•.. i'ti w#«z. fit,. j1`i«'« s..,� - ', ? �y m I tx I ,_� w _ __. 4 REMOVE MH CONE TO FACILITATE CONSTRUCTION r# 3 I REINSTALL TO MATCH EXISTING. € _ _._ _..__,_.J-7 _ _ re ACTIVITIES AS READ STA r� , _ a -' a - m SEAL WATERTIGHT. rn �~30 o m -" ? a 4 €- 5 CHANNEL PER CITY STD PLAN 400.1. p E - € .. iD3EL.. '50 �.ei' p A ' $ [... a -'- " ' .. I M< ( wK VAL 6 INSTALL HYDROPHILIC WATERSTOP HORIZONTALLY 3 s " F I� r r 12'F` AROUND INSIDE FACE OF EXIST MH, MIN 12 BELOW INV O r Y"` s- " P m w E I„ 3 ` ' CHANNEL MC-2010MN BY ADEKA HYDROTITE CJ-0725-3K BY �" v ,� � � . .. _ � t � � w.�--- � � „ , '" . -k � • , � ---- � '� � .� R EQUAL. ADHERE WATERSTOP TO EXIST . ��_�a rl GREENSTREAK, O !ff�� « :-` " '> r a 1zM °� _ _ MH USING A SINGLE COMPONENT WATER -SWELLING ^:�" -'_ ? SEALANT ULTRA SEAL P-201 BY ADEKA LEAKMASTER LV-1 9 � � .-' ✓` .w--.... ( ,+tad � ° t"�4,,, 3 �, ,,.. „ . , �. 1 Z � € 1 2" C'35 f t � ^ � r m ✓ - �. ;� �� rF - ,,,r ,< �� 13 � '• `-�,` ,'.` :'' " � �-. � � I '` � BY GREENSTREAK, OR EQUAL. AFTER CONIC HAS TAKEN 1 — % 4�. G a a` o _ r «� a , ``° i I ; INITIAL SET SEAL JOINT WITH SYNTHETIC RUBBER SEALING - ^ a . s, r:, : - ��� COMPOUND SIKAFLEX 2c NS OR SL, OR EQUAL PER �._24 3 4 t� .` . Y: .n _$ @ F4' `4• = t ( FL i.. MAPLEA g h¢ @ p - .. g 4rt %t. %` v. a m •' ., a ".,:.,.,, a a . �T " a is 'Y € s TYP f " 1, :E ', • v r 013 r 1 ryrr,``j 1 �a f I Ct 112 i 28 PLANEAST RENTON EXIST 60"0 MH 5314 080 LIFT STATION SCALE: 1 " = 20' STA 0+00.00 FACILITY FILE: 8235C00-C-100 395 i•i cc 4 F_ 385 W U) Lu to 380 0 a LO H U) 375 W _I U F_ 370 s OR 360 o z w o- U 15" SS @ 0.009 MIN Z W m o w00 + > �O d ILILD 00 �( N 00 C Lll 424.23 LF 15" SS @ 0.007 MIN 15" PVC SDR 35 STA 4+00 STA 3+50 STA 3+00 a� J/ 48682 BURIED UTILITIES IN AREA �o8�I9T0�" PLEASE CALL BEFORE YOU DIG 1.800.424.5555 NO. REVISION APPROXIMATE EXIST GRADE �''-- STEWART z rr w CREEK o U> U U@ 75.77 LF dole, 3,95 1 , 12" PVC SD 35 _ 390 * P I $ STA 2+50 STA 2+00 STA 1 +50 PROFILE SCALE: HORIZ: 1" = 20' VERT: 1 " = 5' FILE: 8235C00-C-100 SURVEYED, SCALE: PACE ENGINEERS, INC AS INDICATED VERTICAL: NAVD iM HORIZONTAL: NAD1963 %1 DESIGNED: TJW .._ DRAWN: EDL ONE INCH DATUM CHECKED BMC AT FULL SCALE IF NOT ON E INCH APPROVED: BY DATE APPR SCALEACCORDINGLY MANHOLE CHANNEL € I �7 E X 3 01 -S-, 1 C-07 STA 1+00 3 A 6 385 a a ,, 12" SS @ 0.003 - - FILL WITH CONC (TYP 2) K 380 `5 375 1 2'-0" (TYP) t } rMl >r '; s i cn 0 365 S o w N00 .._ I x Imo; k' a u 11 co c 1' it i y o z I€ o n,n nton 9 D/v 5i z z7, 7 z 30 N RTA n+50 STA 0+00 011 Alka CITY OF RENTON Planning/Building/Public Works Dept. AGENCY PERMIT S\VVV�� k9TAL DATE: EAST RENTON LIFT STATION JULY2011 ELIMINATION FIELDBOOK PAGE - DRAWING NO: PIPING PLAN AND PROFILE — STA 0+00 - STA 5+00 C-05 SHEET; OF: A Z 0 W I IaE "CM(W �7 IE12'CN) 7Z IE 1 %W ( -,,6 130%P(A0 IE '30*cmp S) 36& 385 4' � I 380 375 370 365 360 4 355 cn .z � , r � ca I� z 350 `�' 11"lid ; i. ,`'s` A LANLANO, AND BS_JFFL 4LaiFI'S 72.31 LF APPROXIMATE EXISTING GRADE 15"SS@0.0143 15" PVC SDR 35 STA 9+50 STA 9+00 f .1l q R 9A 48632 BURIED UTILITIES IN AREAOpB �GIs?S�" PLEASE CALL BEFORE YOU DIG `r%NAL 1.800.424.5555 NO. 0 M 37 50 0 (N)=70.35 30% _ €) "70. 0 ;ACING WIRE 60"0 MH 5314 086 STA 8+57.86 KING Ca PARKS GENERAL NOTES: z A. INSTALL BURIED PIPE IN ACCORDANCE WITH CITY STANDARD —1 PLAN 405. BACKFILL PIPELINE ` c BETWEEN STA 0+75 AND STA 3+50 AND STA 8+60 AND STA 10+30 WITH GRAVEL BORROW PER SECTION 1316 a5 0a " 9-03.14(1). BACKFILL ALL OTHER �= � PIPELINE WITH NATIVE MATERIAL Ali WHERE SUITABLE. REMOVE ROCKS 74 AND OTHER DEBRIS 4 INCHES AND Ul LARGER. OTHERWISE, BACKFILL '+' WITH GRAVEL BORROW. COMPACT e TO 92% MD BETWEEN STA 1+00 AND 124 STA 8+58, AND 95% MDD PER ASTM 8 18� D1557 FOR ALL OTHER PIPELINE. MARE CLUSTER a��n-- rn rn B. LIMIT PVC JOINT DEFLECTION TO 5+5{' MAX OF HALF MFR'S RECOMMENDED N" ` 01 t3 IS t 1 10N , • `� n. 15 m JOINT DEFLECTION. W� , w4 m PIPELINE EXCAVATIONS SHALL BE QlipCi CLOSED UP OR PROTECTED PER �. �� SECTION 1-07.23(1) AT THE END OF -� 1 11.25° HORZ BEND W EACH WORK DAY. 7 STA 5+67 86 T R; I«A -- F, LAS 11.250 HORZ BEND STA 7+12.92 N=177698.23 E=1316699.54 PLAN SCALE: 1" = 20' FILE: 8235C00-C-100 109.66 LF ❑ p ❑ t m m La caw ow r0 + >OO p+ >N M 7—M <s QN'm w W QNco (a W dc!cn (n r W r r 15"SS@0 v � � 00 CID CID o l,.o r-_ w co mm M II m II _+ g00 II OZQ >> zz STA 8+50 REVISION Q w I _j W,W WLLJ '� 1 t WI Z Z— J'= Utz STA 8+00 PROFILE STA 7+50 SCALE: HORIZ: 1" = 20' VERT: 1 " = 5' FILE: 8235C00-C-100 N=177825.73 KEY NOTES: g E1N16631.84 x°� I O CONTRACTOR TO VERIFY DEPTH BY o 1 17 kx a POTHOLE PRIOR TO COMMENCING a.-, Ili E1�1a� CONSTRUCTION. �c7 11.250 HORZ BEND # O2 CUT UPSIZED PENETRATION WITH 15" SS STA 6+46.93 POWER SAW, NO HAMMERING N=177752.87 ALLOWED. CONNECT NEW E=1316662.55 r� SANITARY SEWER PIPING WITH NPC x4�9: a WATERSTOP GROUTING RING, OR ♦ a .. EQUAL. FILL VOID WITH GROUT. INSTALL NEW 60" SANITARY MANHOLE PER CITY STD PLAN 1a; IE„ ,:3 400.1. } m 1 " �4> AT COMPLETION OF CONSTRUCTION, PROVIDE 1 1/2" CP1 �� OVERLAY FOR ALL PAVEMENT u i 17777.7 . 17 Ab EXIST AC 5 FEET FROM ALL � WITHIN LIMITS OF CONSTRUCTION GRIND 3 E 37. e CURBS. E-13e, 4~�A O REMOVE CHANNELING TO MATCH �pBURIED GAS, RpEE UPSIZED PIPE DIA. RECHANNEL '$ ` PER CITY STD PLAN 400.1, SIM CHANNEL ONLY AS REQD. O14'-0"x6'-0" TALL DOUBLE CHAIN -LINK GATE AND FENCE TO CURB EDGE PER WSDOT STD PLAN L-30.10-00 AND WSDOT SECTION 8-12. 250.01 LF m I m APPROXIMATE m 3$5 N .. EXISTING T� �._ cv O Lycp p r GRADE © N rw rw #vl— w vir �r w r 380 I o o' U a W 375 ....� _ _ ���...�_ «..,.�w �,�un.. m x..�,M�.��.. =_,�.w,Q, �� � ror�.._����vm�r�.,.ry, �,�, •��_y-�....�F�,�... 15" SS @ 0.009 MINA W W u 370 Q W 365 U I 360 15" PVC SDR 35 355 I I C/t y f 35-0- STA 7+00 STA 6+50 STA 6+00 STA 5+50 S I A icL,_ SURVEYED: PACE ENGINEERS, ING SCALE: AS INDICATED DESIGNED: TJW DRAWN: EDL ONE INCH AT FULL SCALE IF NOT ON E INCH SCALE ACCORDINGLY CHEGKE4 BMC BY DATE APPR APPROVED: NoW AGENCY PERMITS MITTAL VERTICAL: N,-VD19 Dl 8 CITY 0 F EAST RENTON LIFT STATION D DATE JULY 2011 HORIZONTAL: NAI997 ,' ELIMINATION PAGE—' OOK RENTON PAGE DRAWING ND: DATUM Plannlnq/Bulleing/Public Works Dept. PIPING PLAN AND PROFLE --' STA 5+00 - STA 10+31 C-06 SHEET: OF: U .LD E a to M N N Planting Zone 1: Forested Buffer Enhancement Scientific Name Common Name Type Spacing Pant Number Special Instructions Trees Acer marCC opfr�4d.urn i841eaf rrrriple A.i nus rub ra Red aider 1 gal 1 gal 6 ft o_c. 32 6 ft o.c. 16 I a roars , a r 'r. to ro Dcug'12s fir _ 1 gal __ _ 6 ft ;� c 55 Total Trees 103 Shrubs mah.anfa nervosa Lour Oregor grape Cerraler�a cer€rfirrrrstncian Turn I gal 1 gaf 4 ft o c. 18 4 ft o.c. 18 Physocarp.v,s c&po` us [Pacific riviebark i gal 4 ft o_e. 18 PdtyStie;hwn Inutwur . Sri ord fern Rubos Specfabds alrmnborry t gal 1 gal 4 ft o_c. 36 .1 ft o t 1$ yrraphor'rcafpos aiboS ®Snow er�y I gal r_4 ft o=o. 18 Total Shrubs 125 Total Area E;square feet) 5.708 TREES (6' O.C. TYP.) SHRUBS (4' O.C. TYPICAL 900 Si FOOT AREA F'F"- ESA An, COMMON NAME T1 - Douglas fir T2 - Big leaf maple T3 - Red alder 3 S1 - Salmonberry S2 - Indian plum L-02 S3 - Sword fern S4 - Snowberry S5 - Low Oregon grape S6 - Pacific ninebark TYPICAL PLANTING COMPOSITION IN A 900 SQUARE FOOT AREA TO CONSIST OF APPROX. 16 TREES AND 20 SHRUBS. 0 TYPICAL FOREST BUFFER ENHANCEMENT PLANTING DETAIL NTS PLAN ASCALE: 1" = 30' YFILE: 8235C00-L-01 Planting Zone 2: Shrub Buffer Enhancement Scientific Name common Name Type spacing Plant Number (Special Instructions Shrubs bfahonia nerwasa Low Oregon grape 1 gal 4 ft o_c. 54 _ Oerriter a cef'as!fvrMIS Indian plum 1 gal 4 ft ox. 54 ✓` nyrsocarpus capiratus Pacif c ninebark 1 gal 4 ft o;c. 54 PofyStichum r unitum S'R^, ofd fern 1 gal 4 ft o.c. 71 Rubus spectabaliS Salrnberry 1 gal 4 ft o:c. 71 Syrr?phoricarpos al'�us Sno-.v Merry 1 gal 4 ft o,c. 54 lotal Shrubs 357 Tctai Area iSqua! e "ee ; 12.557 zn, 3 SHRUBS (4' O.C. L-02 SEED BETWEEN SHRUB CLUSTERS GROUP LIKE SPECIE TOGETHE W 0 TYPICAL 900 SQUARE TYPICAL PLANTING COMPOSITION IN A 900 SQUARE FOOT AREA FOOT AREA TO CONSIST OF 56 SHRUBS PLANT SHRUBS IN NATURAL GROUPINGS TO CREATE WILDLIFE HABITAT ZONES. TYPICAL SHRUB BUFFER ENHANCEMENT PLANTING DETAIL NTS t WOODCHIP PATH (2736 SF) O FORESTED BUFFER ENHANCEMENT (5708 SF) 1 (PLANTING ZONE 1) L-01 SHRUB & HYDROSEED BUFFER ENHANCEMENT (12,557 SF) 2 (PLANTING ZONE 2) �01 STREAM BANK RESTORATION (202 SF) 3 (PLANTING ZONE 3) L-01 SEED MIX (745 SF) O (PLANTING ZONE 4) GENERAL NOTES: A. MAINTAIN EXISTING PATH NETWORK. COVER WITH 4" WOODCHIP MULCH AT TIME OF PLANTING. B. PLANTING SHALL EXTEND TO LIMITS OF CONSTRUCTION, AS SHOWN ON THE CIVIL DWGS. KEY NOTES: OWOODCHIP MULCH SHALL BE APPLIED AROUND PLANTS, SEE PLAN SHEET L-02. OSEED MIX SHALL BE APPLIED AT A RATE OF 40 LBS PER ACRE. Planting Zone 3 -Stream Bank Restoration Scientific Name 1 Co m mom Name T Type a i Sp c rrg f nt N r Pla umbe Special Instructions Shrubs ornus sencea Rac-osier,,o cod Livestake 2 r' o C J Sa)ix hic,ide Pacific w Iftw L restake 2 f* 0 c s 13 Sallx srtchensis S ka w itlow L,ivestake 2 ft Q_c. 18 Total Shrubs 51 ;Total Area (square feet;, 2 1 �O2 LIVE STAKE 2 SHRUBS (TYP.) L-02 TYPICAL 900 SQUARE FOOT AREA DECREASINr_ ELEVATION (TYP.) 30' W 0 COMMON NAME Si - Red -osier dogwood S2 - Sitka willow S3 -Pacific willow TYPICAL PLANTING COMPOSITION IN A 900 SQUARE FOOT AREA TO CONSIST OF APPROX 225 SHRUBS. NOTE: EACH CIRCLE REPRESENTS 5 PLANTS. )ECREASING ELEVATION (TYP.) TYPICAL STREAM BANK RESTORATION PLANTING DETAIL 't-;4 of Renton r'lanning Division NOV 15 1011 AGENCY PERMIT SUBMITTAL rii a z w J U_ 5309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 789-9658 F: (206) 789-9684 BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 1.800.424.5555 0 Ir T ■ �,17 1 ON I�ImfAft 10/0ImImImr0101mImI=,00 King County Maplewood Park pm m I NOW, -m- fim_ �Im I �01 0�1 0 �Im I Project Site Maplewood Park h G � city of Renton Manning Division Nov 15 2011 HOEC OWED 7 w a z L LI _J LL NORTH EAST RENTON LIFT STATION ELIMINAT1,0]►� AGENCY PERMIT SUBMITTAq PRELIMINARY - 60% DESIGN LEVEL PROJECT NO. WWP-27-3549 DRAWING11ST SHEET NO, DRAWI"S NO. DESCRIPTION gff � ,CITY OF RENTON COVER SHEET 1. ,\ 4 1055 SOUTH G RA®Y WAY 2 GENERAL NOTES, ABBRE TIO S EGENDS 3 C 01 EXISTING SITE AND CONSTRAINTS " — — ION D SEDIMENT CONTROL PLAN r, 5 A DEMOLITION PLAN `- C 02 TEMPORARY EROSION N RENTON , WA 98057 a 4 �a GC-04 SITE 03 7 C-05 PIPING NPLAN AND PROFILE - STA 0+00 —STA 5+00 .. 8 `C-06 __ PIPING PLAN AND PROFILE — STA 5+00 — STA 10+31 'REFERENCE: 2010 GOOGLE MAP 9 c G7 MISCELLANEOUS DETAILS — I 10 C-08 MISCELLANEOUS DETAILS — II VICINITY MAP 11 L-01x BUFFER ENHANCEMENT & STREAM RESTORATION PLANTING PLAN & DETAILS NO SCALE 12 L-02 STREAMBANK PLANT SCHEDULE & LANDSCAPE DETAILS NORTH 1 REFERENCE: 2007 GOOGLE EARTH LOCATION MAP NO SCALE n u.;..::. sDl :aria><• j.: >:1 :Ik BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 1.800.424.5555 The undersigned has approved this document for and on behalf of Carollo Engineers Washington P.C. Vice President { 4 JULY 2011 CONTACT PERSONNEL DAVE CHRISTENSEN WASTEWATER UTILITY SUPERVISOR (425) 430-7212 city "toll �� �1V `Sol � �'ian6ing NOj I. 5 1V AGENCY PERMIT SUBMITTAL ENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2. UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES, TYPICAL DETAILS SHALL APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS. 3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FORANY PART OF WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. AB ANCHOR BOLT ABC AGGREGATE BASE COURSE AC ASPHALTIC CONCRETE AFF ABOVE FINISHED FLOOR AHR ANCHOR ALM ALARM AL ALUMINUM APPROX APPROXIMATE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AUTO AUTOMATIC AVG AVERAGE Co AT BSP BLACK STEEL PIPE C CIVIL CA CONCRETE ANCHOR CB CATCH BASIN CHNL CHANNEL CITY CITY OF RENTON CJ CONSTRUCTION JOINT CL OR CL CENTERLINE CLP CONTROL PANEL CMP CORRUGATED METAL PIPE CND CONDUIT CO CLEANOUT COMP COMPACTED CONC CONCRETE CONN CONNECTION CONSTR CONSTRUCTION CONT CONTINUE (D) (OUS) OR CONTROL CP CONTROL POINT CPEP CORRUGATED POLYETHYLENE PIPE CFLG COUPLING CTWD COTTONWOOD D DRAIN, DEPTH dOA DECIBELS ADJUSTED DBH DIAMETER BREAST HEIGHT DOES D EPARTM ENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES DEG DEGREE DET DETAIL DIAORO DIAMETER DIM DIMENSION DIP DUCTILE IRON PIPE DWG DRAWING DWN DOWN E EAST EA EACH EL ORELEV, ELEVA_T(Oj, ELEC ELECTRIC (AL) EMBED EMBEDMENT ENGR ENGINEER EOP EDGE OF PAVEMENT EQL EQUAL EQPT EQUIPMENT EX OR EXIST EXISTING FLG FLANGE FRP FIBERGLASS REINFORCED PLASTIC 1 FT OR' FOOT, FEET GIs GEOGRAPHIC INFORMATION SYSTEMS 2 HDPE HIGH DENSITY POLYETHYLENE HOA HOMEOWNER'S ASSOCIATION 3 HORZ OR HORIZONTAL HORIZ ID INSIDE DIAMETER OR INSIDE DIMENSION 4 IE INVERT ELEVATION IN OR INCH, INCHES INV OR INVERT INVT 5 KC OR K.C. KING COUNTY 6 L LENGTH, LANDSCAPE LF LINEAR FEET MAX MAXIMUM 7 MD❑ MAXIMUM DRY DENSITY MECH MECHANICAL MFRS MANUFACTURER'S 8 MH MANHOLE, SANITARY MIN MINIMUM MISC MISCELLANEOUS 9 MON MONUMENT 1 N NORTH NE NORTH EAST NOOR# NUMBER 1 NOM NOMINAL NTS NOT TO SCALE NW NORTHWEST O.C. ON CENTER OD OUTSIDE DIAMETER PL PROPERTY LINE, PLACE PNL PANEL POC POINT OF CURVATURE PSI POUND PER SQUARE INCH PVC POLYVINYL CHLORIDE PVMT PAVEMENT R OR RAD RADIUS RDCR REDUCER REF REFERENCE REINF REINFORCE (D) (ING) (MENT) REQD REQUIRED RWTR RECLAIMED WATER S SEWAGE OR SOUTH SCV SWING CHECK VALVE SD STORM DRAIN SDMH STORM DRAIN MANHOLE SE SOUTH EAST SIM SIMILAR SPEC SPECIFICATION SS SANITARY SEWER, GRAVITY SSFIVI SANITARY SEWER FORCE MAIN SSMH SANITARY SEWER MANHOLE SST STAINLESS STEEL STA STATION STD STANDARD STL STEEL S/W SIDEWALK SW SOUTHWEST TDH TOTAL DYNAMIC HEAD TOC TOP OF CONCRETE TP-# TEST PIT NUMBER TYP TYPICAL V OR VLV VALVE VERT VERTICAL VLT VAULT VOL VOLUME W WEST, WIDTH, WATER W/ WITH WD WATER DISTRICT W/0 WITHOUT WSDOT WASHINGTON STATE DEPARTMENT OF TRANPORTATION PERCENT BUILDING MATERIALS VIEW IN SECTION MATERIAL EXISTING REMOVE CONCRETE i SOIL NEW VIEW IN PLAN (NEW SHOWN - EXISTING SCREENED) CeT7�l�C OTHER VIEW IN PLAN PAVEMENT EXISTING WETLAND STREAM SURVEY LEGEND (EXISTING LINE WORK) WATER VALVE "'' MONUMENT NOT TIED THIS SURVEY F HYDRANT CASED FIRE DEPT. CONNECTION FOUND MONUMENT WATER METER SET MAG NAIL/ALUMINUM WASHER POST INDICATOR VALVE STAMPED "PACE CONTROL" MANHOLES (SS/SD) '> SET 5/8" IRON REBAR W/ RED »... CB PLASTIC CAP STAMPED "PACE CONTROL" POWER/UTILITY POLE UNLESS OTHERWISE STATED. GUY ANCHOR r'< SOIL TEST PIT f JUNCTION BOX POWER TRANSFORMER :< POWER/TELEPHONE VAULT »., CENTER LINES POWER METER CENTER LINES »: _:»..... %J TELEPHONE/TV RISER PROPERTY LINES GAS VALVE RIGHT-OF-WAY LINES ......... EASEMENT LINES . ........ GAS METER LOT LINES / '. STREET LIGHT DITCH LINE SPOT ELEVATION WATER LINE - ...::..:::. SIGN SANITARY SEWER LINE...............................................:.............................................. MAILBOX STORM DRAIN LINE SUBDIVISION LINES ......... ...... ROCKERY GAS LINE r CONIFEROUS TREE UNDERGROUND POWER LINES ...................... :.- .......................... UNDERGROUND TELEPHONE LINES «..:.........:.::._. :..; ........................ .».. ...' UNDERGROUND POWER LINES/ ».....»; <.......».....................:............ s DECIDUOUS TREE TELEPHONE LINES UNDERGROUND CABLE TV LINES».3..:....:........»:..::::..,»,,.................. IRRIGATION CONTROL VALVE OVERHEAD UTILITY LINES CHAIN LINK FENCE ........... ... ...... . : ............. ................: ......:::::.....:-:,.:..,; .:..: DRIP LINE WIRE FENCE ................ le, .......................... ;,;;.......................... _................ WOOD FENCE EROSION AND SEDIMENT CONTROL STANDARD NOTES: APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING. IF REQUIRED, PRIOR TO CONSTRUCTION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.) AS DIRECTED BY KING COUNTY. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO CONSECUTIVE DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). ANY AREA NEEDING ESC MEASURES THAT DO NOT REQUIRE IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 0. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH DURING THE DRY SEASON, BI-MONTHLY DURING THE WET SEASON, OR WITHIN TWENTY FOUR (24) HOURS FOLLOWING A STORM EVENT. 1. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. LINE WORK NEW OR EXISTING STRUCTURES NEW OR EXISTING STRUCTURES HIDDEN NEW PIPING (TRIPLE LINES) NEW PIPING HIDDEN (TRIPLE LINES) NEW PIPING (SINGLE LINE) NEW PIPING HIDDEN (SINGLE LINE) EXISTING PIPING (TRIPLE LINES) EXISTING PIPING HIDDEN (TRIPLE LINES) EXISTING PIPING (SINGLE LINE) EXISTING PIPING HIDDEN (SINGLE LINE) NEW EQUIPMENT OR PIPING CENTERLINE EXISTING EQUIPMENT OR PIPING CENTERLINE NEW EQUIPMENT NEW EQUIPMENT HIDDEN EXISTING EQUIPMENT NEW FITTING EXISTING TO BE REMOVED NEW PIPING CALL -OUT EXISTING PIPING CALL -OUT SANITARY SEWER NOTES: /. 1: f �/:- �.:-../. 1 �1,.�/...�/ 1;:/ 3" PW DRAWING CROSS REFERENCE DETAIL OR SECTION IDENTIFICATION DETAIL OR SECTION TAKEN ON THE SAME SHEET DETAIL OR SECTION IS TAKEN ON THE DRAWING INDICATED AT TITLE TYPICAL DETAIL REFERENCE BUBBLE TYPICAL DETAIL NUMBER IDENTIFICATION DETAIL OR SECTION IDENTIFICATION DETAIL OR SECTION REFERENCE BUBBLE DETAIL OR SECTION IS TO BE FOUND ON THE SAME SHEET DETAIL OR SECTION IS TO BE FOUND ON THE DRAWING INDICATED TYPICAL DETAIL IS TO BE FOUND ON THE TYPICAL DETAIL DRAWINGS AT CROSS REFERENCE 1. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE CITY AND APPROVED BY KING COUNTY PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SOAS TOAVOID DAMAGE OR DISTURBANCE. 3. A PRE -CONSTRUCTION CONFERENCE THAT INCLUDES THE CITY, KC ROADS, AND KC DDES SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION (PROVIDE MIN 7 DAY NOTICE). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON AND BY RESPECTIVE PERMIT HOLDERS.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMITS OTHER THAN THOSE INCLUDED WITHIN THE SPECIFICATIONS PRIOR TO ANY CONSTRUCTION. 6. A COPY OF THESE APPROVED PLANS AND SPECIFICATIONS. MUSTBE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 7. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF KING COUNTY/CITY FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION PER CONTRACT DOCUMENTS. 8. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. - SURVEY NOTES: HORIZONTAL DATUM: NAD 83-91 BASED ON FOUND MONUMENTS WCCS #2832 (PACE CONTROL POINT #2) A CONCRETE MONUMENT AT THE EAST QUARTER CORNER OF SECTION 14 AND WCCS #2900 (PACE CONTROL POINT 417) A 4" CONCRETE MONUMENT IN A CASE AT THE INTERSECTION OF SE 142ND STREETAND 148TH PLACE SE. VERTICAL DATUM: NAVD 88 BASED ON CITY OF RENTON BM "RENT2127" BEING A FOUND ROUND CONCRETE MONUMENT IN A CASE AT THE INTERSECTION OF SE 142ND STREET AND 149TH PLACE SE, (ELEVATION = 363.72 FEET). LEGAL DESCRIPTION: THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPTTHE WEST30 FEET THEREOF; AND THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON; EXCEPT THOSE PORTIONS OF SAID SECTIONS 14 AND 15 HERETOFORE CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 9401060822. EROSION AND SEDIMENT CONTROL STANDARD NOTES CONT: 12. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACEWATER DESIGN MANUAL. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FORTHE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DDES INSPECTOR. City of Renton (Planning Division W�v 1' 5 'N11 F'� ECEI AGENCY PERMIT SUBMITTAL BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 1,800,424.5555 PARKSIDE COURT GENERAL NOTES: Z N = 178282.36 N = 178349.5$ E=1316495.53 A. EXISTING SURVEY CONDUCTED MAY 2009 I7LENTIFIES TREES 6 INCHES DBH AND LARGER. NOT ALL TREES AND E = 1316495.86 GP #8 SHRUBBERY ARE SHOWN. LIMITS OF WETLANDS AND 2 CP #6 635D-10.$R/C �.- STREAM ARE APPROXIMATE. 4 6 35 D -10 ,6 R/C N = 178111.131 - „- -- _. r__...,-...., . „» " , , ,»» x , a . »»: E = 13159B ``� I B. ALL CONSTRUCTION ACTIVITIES SHALL BE CONTAINED a N = 177801.336 ELEV = 390.08 / I \ WITHIN THE LIMITS OF CONSTRUCTION AND AVOID DIRECT E = 1316600.520 = �. I 'k:,,'.:-=:f CP #3 WETLAND DISTURBANCE. ELEV 381 .31 635D-10.3R/C N�� N = 178279.84 � � � I � `�% -'� C. ALL DISTURBED AREAS SHALL BE RESTORED ATTHE / '� 20' PERMANENT N=178036.852 / GP #7 E = 1316594.08 CONCLUSION OF THE PROJECT PER CONTRACT EASEMENT {TYP} E = 1316612.612 635D-10.7R/C �?� I CP #2 -BRASS DISC DOCUMENTS. / N = 177929.79 ELEV - 390.63 f 635010.2MON i N=178210.086 G ( N=178279.481 " E=1316596.21 1 E=1316601.979 T� D. EAST RENTON LIFT STATION SHALL REMAIN IN SERVICE E=1316608.089 MAPLEWOOD PARK ELEV = 390.59 \ AT ALL TIMES THROUGH COMPLETION OF THE PROJECT. i, ELEV = 392.67 � CONTRACTOR TO MAINTAIN DRIVABLE ACCESS TOTHE ti` Y •� l r�E DWN: 1.3 ._.. � �� =:�=, •r nr.:.>• ..f....... � I { ) EXISTING EAST RENTON LIFT STATION AND ACCESS TOALL -o LIMITS ITS OF .. > rr z �. k:::Yx :. f ALL TIMES. - t , ..f-,>. ,-:».,-�'w "»-_a., .,,,., ,. <. ;>.-� r`. <:,, .,: I OF ITS FACILITIES FOR CITY PERSONNEL AT CONS UCTION '"F' 3- x - ..:.. `r„ sn:.. .. . . ..:-- ��.. ter.. .. ::. -._. -ate •- TYP . n:, : »». m .W, :. .,� �..:.::.,��,,,,,,, , ::<:,» : ._ .:, �T ._ _ .. :... '�,>.-. - ., . TP 2 � . * S BASED ON ' , �- LOCATION OF EXISTING UTILITIES SHOWN I : - _ ::. ._:»...», �, _. _ .. ... ....:..«.< � _tea, : -°:^�` �� ,. . ... :. ...<.... _..... ...:.+........�... ,--,...gin.- T:. ... �, �S flu...-1... ... .., .. r:, .:. ../ ,.._ ., x.». :.........:. ................ .... ALL EXISTING ;-,,.,.... ..... >'. ,n...,,, f;::.,,>....:, _..<x:... RECORD DRAWINGS AND FIELD LOCATES. , Tom" 1 =x� < . =::,> xUTILITIES ARE SHOWN APPROXIMATE. CONTRACTOR _ U ' TING UTILITIES /".& � `=`� .:.. ' E' => -,� -3" A.. may_ < ' ak i <> , �, `� _, <:._.. - - - ;; , ; ; , ,,,.,,»a» x - � € LOCATION ALL O BEGINNING WORK. ., �y � ,*x.x,r -a <:>. AFFECTED VERIFY THIS PROJECT PRIOR T : 10 C ' TRiJCTIfJN ' ..- 7 �r a /G � 635D 10.9R ,,..f:, " :,: .... ,:, -..,: „ : � . " `�.,.;: _ t ,,,:r � .._ .. EASEMENT ,. :,: a« �... ;:. � : ,�,,/ k"�k t�L N 177408.22 _ .<l,,� w.:<. ;P.�:. i � .n., :.Y.� � � )»M,.:,a �w�.,.:.,:,,,,:, i , �. :-. >,>r `� E:� 17 ;66/}■�}21 :� �t .. _ .. +f "Gk::n",: v,! wr ✓ " c`;•;:, .>,.n. i."< v Ly,..> J GY ..,%- .r ',off" _ N - 177613.380 ,",< -,� � ' , 1316781.00 '� "� '' E w � -F :;, tl Yc `>v>�v:isr>» � yf IRy !' lr�-,k 5 U{y -> k: s _ . > .: �: ,< -.. - .:�, -:> � a, kY:>,>r .. _, r ,L�n ( * Yr i a-'2 , - 3'. L:,"k4 E 1316607.095 > s." _.� ,. s � ,! :�+�� .�' �� # � � *�� ::k n �., :,:: � #. KEY NOTES: <,,.a:r S'' .,' ': : , „t ij, :k€s?, 'a s. >f .:i'- -r - r's„ `: > ? - ELEV - 381.17 �x � � ;:� .� -.�-, :>s- s;-> � f "� , N-177422.96 GP #12 °'" - Ynr ' ,k �'#6624 t30 4 •:::.--:..� �z �:�;> ' '� �<»n"-`-- �`'� � �-"`r`-r' I f�' TERRAIN EAST AND WEST OF SURVEY IS MAPLEWOOD E=1316764.21 / / :'. :635D-11.12MNNV "Y`'r €»»„m»`~ : 1 10, .01'` » u �,y,l�� ;, ,=' � ;- � $ . ,� r "� 3 {TYP} PARK AND IS HEAVILY FORESTED SIMILAR TO WHAT IS / .fi���<, ":, N=177869.529 ,�' ,...., _ ..,. � -<- ,.r:r' � # � ` � ``<`,`�`` � '4 w l `,`rF. � ,:. : N >::._.:., �kF=:� € �"� ,�. , n'a.. � �; OD PARK IS AN N-177453.38 / / •»� _ ,�' � " � *`° � SHOWN ON EXISTING SURVEY. MAPLEWOOD / E - 1316685.320 »`" >w of ; - x'"l - >a.,aa'S E:: '! .. .W >.... : � t :<•..., A�v ;<` r E .- l rr"<;'i. I , JJ 'l � .�' :+. INACTIVE PARK. » E 1316765.16 � ,: / ..:.a..:.: _ :: :,. ,,: ,. x R ,r�... -.." > .;..�• � r � .._. ': v`` t ..�..-.� INA : ELEV - 380.72 .-�;, :;,, .,, / � � 3 ,.�`' : ! ,.f� ,� F� ..: ✓: r .:> 4t�M <t;Y ,(... F: 5 T.. J..<,, ... ... .. .. ... .. .. >} } ,f :kYT » f� CP 10 L> '�k:Y / 635D-10,9R/C a"--x� , �». ..��= <' : >r �` . : � h:� ern: CONSTRUCTION TO EDGE OF EXIST GRAVEL ; fn , sa , ":� `�»�,�, t- � 2 LIMITS OF CON S N 177717.766 <��' + i � r ROAD UNLESS OTHERWISE INDICATED. BRIAR HILLS / /-- x f j r f s i E - 1316745.522 � u-` } `�� 6�0' No. 4 � / � �'� ..r EAST RENTON .:>r "x,r,:., r <<.. _ 's � � �., --» E UNLESS I > / ELEV 378. ,» •' �`_• - >w�s "" �"-` ,�# ,; ; � r:.,.1 3 LIMITS OF CONSTRUCTION TO FENCE LINE, `�-k zf LIFT STATION '� � a. :.,�� OTHERWISE INDICATED, FACILITY .... .. - .. .. ...>:n:<"- } ,: :.. -><. w. ,, .,,>" ,�: :, >t .n.:. ,... : f : 1. 3 CP #14 BRA '' , ,. : -.a'� .'a...,a < , .. x a x... � _._ .. M,._ N 178289.76 4 :f=..� ', :,� , ;,<-<n.�.,, ,�':/ :: �. ;:: ,:::' t: <> : a_ � :�- ...fu •� UNLESS OTHERWISE DISC W/ PUNCH � v F� � -;> ,.r .� � . �- 4 LIMITS OF CONSTRUCTION TO CURB, / f t !. f - kip { `z E 1316727.70 ty,r 5 O , rx <z INDICATED. f 1 4M2.91 635D-1 .1 IC - a 'S • •f� 3 -fk , ; < �. 32 .61 / N -178 1 'y- f s" f ; * N 177437.113 < „F < E 1316777. 8 1 ,: !- : ,.::.xx "a.__ , ", , " ..,''L> »a. :,::$">� _.,.. .a' <f E 1316728.10 .,"<a :.-�<v . , , "<,_..�. �'..,, , . ,::::»t_ ,». �,,. _ :.:: � >. ,. » CONTRACTOR STAGING EDGE OF / � , ,,,; ,, CONTRA T R AREA LIMITED TO r <, E 1316801.107 � xr e.f--, ,:. -ate F- '` i d r r : ' s 1 INDICATED. / <: > ,-<».�: »x:,a,: � ::, a > »: ; x : � .;:: a: ,*> "� .< � " DRIVE AND OTHER _ .. ,t. x ,,., , , ,. ". " , ., . , » ..: , " , .. GRAVEL RI HER LIMITS AS ELEV 374.1 :. -' ;. .,..,. >nn-a"._ :an_<v:: - .: :,.. n , :- : ate.: < : ,.. ,.:.. , ., / ,. _ ... : .. ,.........,"..�.... ...... .._. .._ _..........._... ,.. ...._ .,.. ,.... .. .._ rrr,.. ..... ._......:........ ._ ks:. . : /...u...:".,.>.,. ..fi,- „"/.. .r..> ..,.:,.._....,,.. ,.., . ...,t..,a-. ,�. .gy3p_',`i<`�r . ; : ;...,:. .. :,_,r� '... >.".:.<.=i.-".x_,3: _:.,.x+'.::_. .x_,,.:, ..,._:aRa,,". , .n : .--, _ ..., .,._.a.x.. ..,. , .,- aa.»a:o. -,,f ., .. a. .<., .! ._.» a4, :. ,- .>n ;.., <, .,_ka, -' a,:, ::.:, ....>, ":.,. ,_ . a -....»,<. _.,,.„,,..... axau<.ax a, ,.•.r».:x,,t - f ;,,.., .:. ,.... S.T. EWAR..T..::.:C..... .. �E;E: K .. .... ,,. ' »tnr'.. -k> CP #5CONSTRUCTION. MAINTAIN/PROTECT LIMITS DURING G TO -10.5R/C635D"CTOR DWN. 0.3 TYP4 LIMITS OF CONSTRUCTION THRU MAPLEWOOD PARK TO BE ESTABLISHED BY CITY. CONTRA r, _ AL SITE ACCESS TP, 6 , �., ,. - , ��f N 1 528 x ry <" x�x 1 316793 y f. ELEV EL 395.21 , L f : p � CONTRA , :Naha",� 3:. .. � f ``kk� � STAGING AREA n, a �. - R ` }i ,,r ,,Lp»x .3 6 - �r 35D 20R/C N .,.� 177612.94 :`` '�:.� r < . ,,.,a ,x s •,.,a ,„ r.�r :.> -, . < .. a >zh < a k . .:; : i '.,, .. _ < n... a , .. ram' ., -..< ..�-<"a . ,<, ,„.... .. 1316819.79 � �-- a Faaxrt9�x�„t<:4 >a !- CP #4 f " - xx - s ::L. .»ka _�.. 4 �. _ E-1316812.623 :..,N (TYP) 4 � >s ;', l � +�:•.� >, _ _ ;� _ �� 635D 104R/C ELEV - 0 f 389 0 r IS N 178309.163 F '- _... �--ry _ MAPLEWOOD A - 1 .4- N 1 77449.14 1 xf > --naa.. ,. CP 4n� #22 r �' � E -13 6846.654 r � 1 .. E 1316844.86 ESTATES :z - :! 4 `'• 1J' - 6 F _ 35D .22R/G 6 31 ELEV 401.$0 i rN : �< � r au :�' .f I s _ � N - 177955.496 ��.�•�. .�-` N - 177422.27 '� k k}`f: *_; a.' S' is F - ' � >� ��.x , _, ,...F ,eta :k �< � ,'� . >�: E-1316824.221 E-1316844.02 � >�: a t �; ,r:_.,. >�, ,�> - _ < " ' ELEV = 383.78 t ° !� % , c� N-177407.03 _ :s = r ,. E-1316818.97 1 635D-11.11MNNV L< 00 PAR ` x � I � _ � ��`.�`�` CP #2 MAPLEWOOD PA .. N 177587 910 =:. 1 as ! 4 , „ ':,, � 635D-31 .23R/C ELEV = 375.71 N = 177787.655 - ` ' \ E = 1316804.772 #f• " WETLANDS {TYP} , _„_,.. ,,� ELEV - 389.67 / :, ` - s f UNINCORPORATED - � �" �� CITY OF RENTON m \ a KING COUNTY � r CITY OF RENTON � s } U � � � S LIMITS � �� � � � � N = 178329.69 : E = 1317042.3 ✓' : KING COUNTY WETLAND AND STREAM BUFFER LIMITS N = 178314.46 k` ,� � \ E=1317054.44 � � UTILITY AND ACCESS \ / F � �.,a `ry} � EASEMENT TO CITY E ... � PLAN as ' OF RENTON SCALE: 1 " = 40' -C-100 FILE: 8235C00 ` � � F 3 0' WATER ,. o EASEMENT ii vss'^H "L ,1 •ryJ R `iry yy W.D. 90 LO MAPLEWOOD PARK BOUNDARY k s 3 � s City of Renton Planning Division NOV I 2011 AGENCY PERMIT SUBMITTAL �Oc 5UR`,`EYED', SCALE: DATE: Y VERTICAL: NAVD�99B L 3 ...... ®� PACE ENGINEERS, INC HORIZO NTAL! AL. NPD �993f1981 o T J ti � ► ULY 2011 _ EAST RENTON LIFT STATION 40 i 3 :s OJ S I G N EG D E i-- Y Q » CIT 0 F FIELDBOOK f' T VV D RAW i .... ELIMINATION I wll a N'� RENTON PAGE: .0 48632 Q HPG DRAWINGNO: BURIED UTILITIES IN AREA �0 GtB� �v�' ONE INCH DATUM CHECKED',BMC+ p EXISTING SITE AND CONSTRAINTS C-01 Q � - ATFULLSCALE Planning/Building/Public Works De t. Z PLEASE CALL BEFORE YOU DIG s'oNAL �� F NOT ONE INCH w 1.800.424.5555 NO. REVISION BY DATE APPR APPROVED: SGALEACGORDINGLY SHEET: OF: - - 1. ... ` - ." I L, " ' .1, . . .' ' .1 .1 .1 . I .. . ' .1 .. - . ' - . - . ' - . , , .' .. - , .' .. � � . - I .1 * ** ` , , , , * - - '. .. . ' - 1. * ' - - - - I I L. I I I �, - I I . * , - � * * , , I . ' - � ** � - . � I � . ' ' ' '. .. .. 11 I , () 2 " 00 '.. ' * .� ....". 3r I .- - " ' ' ' 9 " 6 �' C5 0 .' ' ' 0 ___ u� I m ` &I .1 'ff � . m � I ;E I 10 cc r . - ' 0 ...' IE - 10 = I . . En ; ' LL .." LLJ .. � i -63 -0 m 0 11 :E " I E I CL 0 IN E �: u� c� I" Lu 2 < z Li _j LL ' - . � ' I - .. , I I v � ' :�:ee' I � � � � : . : - � � : : . - - - .. I � I 6� :S1 "* ccf *, .' 4 . � I . Lu , I , , - W, ........ . I ' ' - " .. '* .. I I .. , � ... ., ... '' � * ' - �1- .. X.- - ... _�- ' - - , , .' r I ; � .- � - , . I I ' I .. :' ' . � ' ' '' .. ..' ­ ... .... ... .... .. ., L, � � ' ' .1 - . ' , � I " I ..�. � ' I I I I ** , - . -� - -, .... ,.,. - - -�- ..... - , . , , ..�.' � %_ .11 ' '' I � e . - .. *. .. .. I. . I. _ I_ _ - .1 .�.. .. .� ... . � ... . � . . .. " . � I . ' I .. I , I I , * - *** - ***'' ", - ' * '', .. - _ .. - .�- - , I I . �. -� �. , .. -�' .. . , L . , . - - , .. .. . '. : � � .. . . . . ; . I I � I . . ' .. " ' . ' I : .. .. 11 I I * - .. . � � .. I I I " I � : :� - . ' ' ." .. .. I I % I ' ,� ' , ' .. , � � � ' �- I I . . ' I - - . * - - . .* . ' ' ' - ` .1 .. .. .. .. .. .. ' - - . ' - , � ' * ' ` .. , I L. . � ' .. .. - L � f, ,I ' I GENERAL NOTES: � I . 'I PARKSIDE A. EXISTING SURVEY CONDUCTED MAY 20091i)ENTIFIES - 1� ' - i COURT TREES 6 INCHES DBH AND LARGER. NOT ALL TREES AND I SHRUBBERY ARE SHOWN. LIMITS OF WETLANDS AND , I N -z' _78,�,',49,`58 STREAMS ARE APPROXIMATE. - f I /7 ....... ;'7-,-.'-,---' - I I � I'll - ,y, _ � , N ,,, -' -8__"8/_31.3 ,.__""_, / I I /-���-'z B. ALL CONSTRJCTION ACTIVITIES SHALL BE CONTAINED ' i. _____ I--------(,- ___ I __ - ­ - __ 1, WITHIN THE LIMITS OF CONSTRUCTION AND AVOID DIRECT I _'_ _%" ,:,......._0:., _­-, ,­ _­ ,..'.'...""._ I" y . . .... .., ...... I- _� ... I I WETLAND DISTURBANCE. .r" : "_­1 I 'A� ��� I " I �' I ­11-1 ", I ,:" C . ALL DISTU RB ED AREAS SHALL BE RESTORED AT THE " _�' 1_1� I I 8" "I-I'�R�l,�;'�'����'j�I'3�"�"-"'f--','� , I - .1 _'_�'. CONCLJSION OF THE PROJECT PER CONTRACT - 5 `- 1/1, I ",)���-�"�'*'fl�""I,lf--%.�,; 11 , �_i.-:-' --_�_ � I 1 ' - - I � - w� - -,,,-- _01 '.'� I f..' (", �"..'. -�� ' "I-- "--., �_ , I ­ - : :..� , '­�' '_­_ 11 - xl/- '.""' �"' � ' I I -1 I 11 ��_� I--, "-'�, :'.�.* *" I "� I � I ­_ .1, I I 11-1 _'///� I . " - - �� " - I I � J D. EAST RENTON LIFT STATION SHALL REMAIN IN SERVICE . I I . .� I I ' ' - I , 1. . I I - � "'11--1 z 'o .."*. *..*..,, .' � ", , ".'­' I -_ AT ALL TIMES THROUGH COMPLETION OF THE PROJECT. I "I-- I I .. . . . � 11 * . . �_ - . I .. � _�' * . I - '. __ * '...." 9 I I \ I _ - . I ! . e`�" __�' / A ..' _ ..., I CONTRACTOR TO MAINTAIN DRIVABLE ACCESS TO THE I ­ ' . *__ 1 2 STREAM DEWATERING , "-,",'- . I If , ".. , - I �, ' 00(@ '. 1:..""... "* 1, _& I / C-0 �' . I.. .1 I EXISTING EAST RENTON LIFT STATION AND ACCESS TO ALL / � \ I PLAN I "S.. I � � OF ITS FACILITIES FOR CITY PERSONNEL AT ALL TIMES. - - * \ ;'-'-� , " � � . -.1�`----'-11.-1-- If I '_ ___.l."..... _1 .... 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' '--'�' .1-111 *1*1*1*11' I � I I. . 11 ` S., I 11 hAk _'__& I .1. ..'."" .. ....- .1 , I 11 "........ ...... ,__ ll­ . . . . . . ........ ,,_ "'I"".. I . - EXIST M H 5314 090 RIM EL = 374.53 INV IN = 365.03 (N,E,q INV OUT=365.03 (S) BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 1,800,424,555 EXIST MH 5314 086 RIM EL=375.95 IE OUT=367.60(S) PLAN SCALE: 1 " = 20' FILE: 8235C00-C-100 I 2 I � ­- � m, � / - * * ' .. '' .. I A - - , �_ --g " / 1'.1_'___ '.' / _. ... ... , "I' .1 , 3� &---- , ' � �'\ '� .... , .1 .." , "e. ... � ... - .............. I ......................... .... ... I �' I'll. .-. I . .1 ....... . . . . . . A .1 ......y-.-*�,.--.:.� ---­-"%v - - - - - - - - - - - - .- li".-, I " .. / I GENERAL NOTES: 1. -1.0f., IP'4�C­­'....� - �.'�.' '� ., 11 ... 'T .." , - I-. . ('IDENTIFIES TREES %, 3 , kl�k I - A. EXISTING SURVEY CONDUCTED MAY 200, :_ -.t� .T.V.- . � " . rl-, , I . , . - - , , _._�.. 6 INCHES DBH AND LARGER. CONTRACT6R TO REMOVE ALL `I 0-...-. TREES AND SHRUBBERY WITHIN LIMITS OF CONSTRUCTION. . - �D �__ TIRE WHERE TREES AND SHRUBBERY EXTEND OUTSIDE OF LIMITS I OF CONSTRUCTION REMOVE AS REQUIRED. BACKFILL WITH ei NATIVE MATERIAL. PROTECT AND RESTORE VEGETATION - ---- % PER SECTION 1-07.16(2) UNLESS OTHERWISE INDICATED. '_ - ------- �---------- , $1 - - ------ --- I". z- ��- � ; ..... � - ----------- I I I � I I B. EAST RENTON LIFT STATION FACILITY SHALL BE FENCED TO � I 6 EXIST 60'0 MH 5314 079 11 � �> PREVENT ENTRY AT ALL TIMES DURING CONSTRUCTION. I � ' I F RIM EL = 395.92 . INV IN = 384.17(VV) C. EAST RENTON LIFT STATION SHALL REMAIN IN SERVICE AT INV OUT = 370.32(E) ALL TIMES THROUGH COMPLETION OF THE PROJECT. - -.-- - �*� ----4 CONTRACTOR TO MAINTAIN DRIVABLE ACCESS TO THE , �--l-----'-­­'------ -- -----I- - ­­�- �� - - � __2� �__�llft o - - - - - - �' EXISTING EAST RENTON LIFT STATION AND ACCESS TO ALL - '4 .......... _11_1_-�� �."""_____'t .. .. ....... OF ITS FACILITIES FOR CITY PERSONNEL AT ALL TIMES. , t . I - ' � _'_'__ - ­­­ ­= �, ­____ - � ­­_._..._l____ -----,---I,_ �_'-j - -,-; 1 ' - D . RELOCATE ALL SIGNS AFFECTED BY CONSTRUCTION. '�' ;'/� I '.. ,-; - � ......... .. .. _"-'.-"_.'-_ 6 "'_ I,--,-,-,, RE -INSTALL AT COMPLETION OF CONSTRUCTION. - . 751, '( ....... �­­;---�'-'{--�.--; .. ��; i - in';� - i - ll - �j __- '.. . !:. . ".�'-"--:-­ - -- KEY NOTES: ­­....*._­..Ll_11 TEMPORARILY REMOV E ROCKS TO FACILITATE ACCESS.ff 0E-) -) /--l" REPLACE AT COMPLETION OF CONSTRUCTION. . i -.- -� 11 f . Y ," --i I '? /I lll'��'mm _w-, _�_' 1111--o f , '_ TEMPORARILY RELOCATE FENCE TO FACILITATE - A-, f; � � " "g�,�32"?:w;-p .. - �� , %�4 k';'�"M , , . � Y , ; - V�- ,�' �� - - - - - � - .-""'If <�> � il 11 r - y i INSTALLATION OF SEWER AND OTHER CONSTRUCTION A V 1. -1 I - I .1 ACTIVITIES. REPLACE AT COMPLETION OF CONSTRUCTION. . 1�111F'1�1_1 I � . 5 : - I k , ;'_­' , � ' __1 I. ",, 1. .- :4A I REMOVE AND REPLACE WITH NEW SS MH. SEE CIVIL DWGS _.. m' - i� .- �16.... I 1�' 'v-' k'_ �11 0 FOR DETAILS. , \ _, k , ' ii .' f') __ - \ I * - - - .�. '-� ji*�"---�_ ' � j I -1'� � , 1: ... .- - 'i�' -vv* .V' � , -"- ��' , - , \ , . "..' REMOVE 8" SS AND INSTALL NEW SS. SEE CIVIL DWGS FOR t , .' /" " �� " , " . , S' .X', V AU LT 0 DETAILS. � I \ ` " 'I 1. .- ... I %./X� . .. . ....... I :_'_­ - , I/ " :' � . , Pi ;­�.-­'l 5 ABANDON 12" SS. SEE CIVIL DWGS FOR DETAILS. , \ I- � / - I I I �' I I - . .'. % 1�1 i. / '__/ 1� \ \ �-% i 6 SEE DWG C-05 FOR MH MODIFICATIONS. REMOVE INSIDE '5^f �� / \ 1, 1% it '." DROP CONNECTIONS PRIOR TO MH MODIFICATIONS. ,..f" j , -1- % % ", .z. i§' "X'�I% -�' , 'E�_ - ., , _i� " I '§ 1, k I - - " ,//* .�fnll x <7> REMOVE AND RE PLACE MONUMENT PER CITY STD PLAN - '. �' I 'e� �' '5' �; �� '­l %, / "�& " , , '� ,.-, W -ul-,-,--- �11� llx I %� . I I . , � ,.g .... .. .. �" I - , . '. I - * '��"/.;.. .z , I .-le . - 11 - HR -04, SIM. EXTEND CONC RING TO GRADE, NO AC. . .� ­1 I 'e - I -, ,r,, . I I 1. - ' ` - - - - - - - - - f "::�` ." ." I 11MA P? _1 .......' '......." -------'-`.-'..*."l� � � ". - I . - I �_ , .� . I D MONUMENT SHALL BE LOCATED AND RE -ESTABLISHED BY � � I A., "I " __ . : _. - ,ill's - 11 .. I.. ItP__l_;7ll_llll' %, -11 - .. I I - I , ' �� .., - '�� , , ' - ,.....'... I --.,--- I- lK �_ �.. :::� *. A LICENSED SURVEYOR. � � � ,I , .".."ll , "; - 11 - � , � - --�".-. --, ... ­ I )i I---.--- WE ... t �.­�;:Z�l - T / 'v -. '. - . .. - <�> AC PAVEMENT RESTORATION LIMITS. SAW CUT MIN V-0" i 11 I �;El.'�� ... / I _... 1 J, - � .. i .--� a I ******* ' BEYOND EDGE OF TRENCH. � I I � I - �p �� t-,­.- i %__" . . - . - I . _... .. - �' . 9 EAST RENTON .-IX 40 DECOMMISSION AND DEMO EXIST LIFT STATION PER - el ...... LIFT STATION SUB -SECTION 10.01 738 AFTER SUBSTAN-TIAL COMPLETION I I I � -1 .. I 11 I FACILITY ....... OF SEWER PIPELINE. 9 I-'I--,-..-,. � I I -- . -11_1_1 ,­' - �l I _A- . .- X`4 ... ... ..... I - .' .-.-- ".;�.f., --- - - ... . 011- - "'_'�_lt� '�_`-Y-0,Q';A;� � ',."�.!:.: : - 0 REMOVE WOOD FENCE, METAL GATE AND WOOD POSTS TO , 1 � ..... , Z�_ � ., I.. I /�"_ . . I .... .. ....... -1 ", FACILITATE EQPT ACCESS. SEE CIVIL DWGS FOR - I \ � . 14 EXIST 60'0 MH 5314 080 -- . � REPLACEMENT. ... i""' , �' �.� - - .' �-' % - - RIM EL = 394.91 -5-..f- INV IN = 369.71 (W) 0 SEE DWG C-04 FOR GRADE SCARIFICATION AND STRAW INV IN = 384.56(E) REQUIREMENTS. *"*** 6�9�.'7_�ItN) ,- ....I_ ',?i. INV:OU'.,T._l.&._l**_.'�.-. __- -I .. ?�......� � ;,"" - S _ 11 �­�­"W...­.o­­l"._f-t!'z.............- z � g5 I - I ..... -.- �.".'. 411. 7-Imc-n Z- ' - t./_!��r' &-,:74D I - - .'. '') ,,,, � "__� ­'I>a. : .. � I , ' , , . i , ". 11 * jIIII I LIMITS 1' ..b. F .'C-'ONSTRUCTION (TYP) ,11_ ­.._---_*",'_ -- .. I' .�� '�,: ll, ____l K, "� , ­F - 1-01, ' " - % , ; ...'.......;' � _ -1 I ` I " _� 'j- _� . . I '2'. 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ALL CONSTRUCTION ACTIVITIES SHALL BE CONTAINED { / SEESHEET - I WITHIN THE LIMITS OF CONSTRUCT ION AND AVOID �� :.6 :..k ft DIRECT WETLAND DISTURBANCE. < i - t -•r# �� C. ALL DISTURBED AREAS SHALL BE RESTORED AT THE / N - / I _ 178279.84 ( CONCLUSION OF THE PROJECT PER CONTRACT 20PERMANEN f / \ T = � N - 177929.79 I EASEMENT (TYP) E - 1316594.08 ! I DOCUMENTS. / E = 1316596.21 D. EAST RENTON LIFT STATION SHALL REMAIN IN SERVICE t I 5 I I AT ALL TIMES THROUGH COMPLETION OF THE / SEE SHEET C_ 06 15 SS 3 s C-08 �'�z �. � j PROJECT.CONTRACTOR TO MAINTAIN DRIVABLE ACCESS 2 , ,. c, :rkr'a, I , -:;,� .{ . ;�` �.' .3:,." ,� � I EAST T STATION AND ` f 2 \ TO THE EXISTING EA RENTON LIFT �i LIMIT 0:.. f.: - ".`: S :s>w. a 2. ,>� ... .. t:: �:#: ,::' :>: f � ;kx JG.,�:.�+ <Y�>'.x` t .. ".z z , � ^ ' 1��.,,-t,,• CITY PERSONNEL r. a L OF ITS FACILITIES FOR ' CONSTRUCTIONz `; :.. , . : : , f .:' ..:t :.: ... ,. �s`-�"y^y ::.� 'a,c�„ .ten, , •• :• ��� f' � �... �`-,-- AT AE S TIMES L , t I , _. YP : : .. .. .ter, "�"' .. ?-»........�-......:y:....,.wcw,vxw.n � .:,,, ». .. ....:' .., � ', t y,l .;. -�.... ,. . X :k v `'c 2, �.:.. »» ::.. .., .x-. •,.a.,,x m> -- - »»:w.... .... ..- :. .::.. .. ,,.!,,, .»:: - iU.�.(///t��-.'.�.iY.-1�-:.n.�w<II.Un».... � �r L:k> 3 k '•., f -Y ,cr ,� �iY - :�Y ... lF.""-'n»»w»4A�Rlli6. : ::t.:.:iA)I::i -.,- r .. '/f.` ...i . , f. L' ..a a .,+ra .r :... . ........... .........-n..rrn. ,-,...-.,�wf :: -n .::. .....:.rr,� IS BASED ON f . x , � . ,. . , ,»,,,».txr. ::k x<. - ..,....... ............ E LOCATION OF EXISTING UTILITIES SHOWN 3sf --, ,.. ...... .,`f;,,...,n.rr..., JJ:�;f: f t /:•fir » t `'.. t , .a.""a- : tff RECORD DRAWINGS AND FIELD LOCATES. ALL EXISTING f n,» + ! » ` + 0 » ,.r ::, <:,_ 2+50 2+00 1 5 p : »,,,,: , 3 50 f .f:m 3 p ' • -;�'<,----� " .. � 12 S 5" UTILITIES ARE SHOWN APPROXIMATE. CONTRACTOR z.5 r ,.:. `a,; a:� :_ ,_., ,�,,` : �•"�w "` x �'; � ,,.-:T r SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES �_ .f:: # y ., F,/3: :f u v»-. , »..».,.vv.:.:: _ t:l 3 } ! V'Y f ' , : . ::: a `..:>-:::r::..... - _. u :n ... ,.v..YJff%f� "' - , ...nn .r 4. a...»- m-. .: .. ... ...... » , 10 CONS.T.RUCTION / 0 b ,,,#„=kf' ! n...... s Fj-t5 •;. :. f ; .,.,:.. <....„� d `-� .l wn. "�� � t t AFFECTED BY THIS PROJECT PRIOR T BEGINNING .„n.:» > .€ :... ' » ;c'� AFFECT O O G :t .... n .. -_ � :.i. -�. .. :. t .,,.Y a 1 .>� „3': v ',..»: :,, % - # - go-,>s�'.Y 1^i > EASEMENT P. / �' .�t ri�,� � ,`-,.; ()= s 1 ` . WORK. " '< ' : Y, , .. _-' ae A.: ': ✓,., :r!" -2:. 1'r ray ,:: .. IA Jv/ t: k �r :. '^>,a . - a z`a - - .r J "'. 'd '; ,>%c ., ':` t >',%#s � # `�. '3,i -^!r'{ i t�`,`''s 's :f. -./ ,!", .: •• `:�.i'''af... s a.. WITH CITY F. INSTALL BURIED PIPE IN ACCORDANCE "# E 1> 24 0 �. : ,.. N - 177929.97 ``:'' - ;, : 3 66z R .l f x k- ,.,.,�,,,:»,�»-• J . � ,� ,. � �'� STANDARD PLAN 405. BACKFILL PIPELINE BETWEEN STA 1 �� E = 1316626.21:' 'w`:,y�Y �"'- ` � �lff T E � � ��k. £ � � (� �->� S' �' -# -.�_ �G' < t"" °� �' `.• 0+75 AND STA 3+50 AND STA 8+60 AND STA 10+30WITH 6"� # � 1v v f ...i .l �' 6 }f/�t l � w{`•%` I I N = 177422.96 f / u » ,,- f.,r = „ f /'r f f-'*"-x.,_. t. » GRAVEL BORROW PER SECTION 9-03.14 1 . BACKFILL ALL .; `<:� b�_.� � � Jf jai f fad. � g� fY p��r-� l ) E - 1316764.21' , f 3»y 'r` :'°l :. A. ' � , :.L - ,�, ,� _ � f � , I OTHER PIPELINE WITH NATIVE MATERIAL WHERE / f,.r �:.: � f>.$f f Y yE ! .�✓rf 2 •.�:.:'� f # f ti': D t � f Yt.. ". tt 2 �:% a r: ¢:.. -. -;' ,� >h < s # G;: - - fit t y 'k 'tt "' --} I i t : .,s Ji :5 N 177453<38 r.:.,: ..: , , ::,:,,< , , -- > � � :>r � _.� _ .:» ,ar" , .. ,�, ,,x J .,,�:: �° �<`�< J `.;,,�> :,;��>> SUITABLE REMOVE ROCKS AND OTHER D INCHES s ^k /. � ,f' -.i. �'J f ✓ .!% .�. ,.. I #: r-r3r t .... :k > - :f`:. - -e..r .3 , 'kY a•.:.'=-' - �l�. t w. K :{�{':-. "� ':� ri' � `" F.Y ' LARGER. OTHERWISE BACKFILL WITH GRAVEL E 1316765.16 s x0 „� � �!{{} � f� '-,; Y ', � ;# 3#( •'-- AND "� ,� '# r;r" COMPACT TO 9 D BETWEEN STA 1+00 .�.. „y<nt, � -�-�- �- ,-�-�-. �:;-., ':� �:;•,� I BORROW. 2 /o MD SEE HEST _ S C � f � + S �r cif 'nf - 5 AND 95 DD ATM D1557 FOR ALL rF w 3 t ,a,o*. t AND STA 8 8 /o M PER S EAST RENTON A i 9 I T LIFT STATION OTHER PIPELINE. f 4 / x> a FACILITY s : w:J X L ct 3 t y -r i , .» , .... ,:, ,. � .,.,.,..:.,,... Y .,..,,,^, , . , ... ,. .• ••.,.. � r a �- �'... ,�:: '' ,........ G. PIPELINE EXCAVATIONS SHALL BE CLOSED UP OR /, - N 1782 9.76 ,� ,. , . , , , , , ..: �"..,.,,�.:,._ ...�,. �`�� .i- . PROTECTED PER SECTION 1 Q7.23 1 AT THE END OF ` BRIAR HILLS ' L. >� t E 1316727.7 �. I , DAY. :.,:•• �'r-; ,.bk: Q EACH WORK a-r I N . 4 o ,d f,-- f, }>k a{ _ t r 21. 1 •n�:f• N 1783 6 - 7760 1 f'r .,` t # Y " # n! , Y NOTES: ,F _ ye- N 1774 8 22 � , Q ,,rr: 7 y - E 137 77.18 Xv s` I �� J ii # .#` 1. :.f 3 i J°- O 78 5 r ntc rJ - 1 5 ' E 13 6 1. 0 Y: .S `- b, R BYPASS DETAILS. >�" SEE PLAN FOR PUMPING / : S U G �f� , 1 S � � i EWART RE 'K �: f. ,'. T C t z3: I ^"Yr_ 3- -'G.. , (l : sF t •v X .... : .. ... ...,..,., n , . : ... .� .. r . , ......... n . !-,' : .. -. ! .. ....... . . ....... . .. .3:, �'•;/'--:... ram:`.•`: _ ... .f: ...... ...... .. . :. :.G ,.i»f• '. 2 PROVIDE TEMPORARY CHAIN LIN K GATES WITH DO NO T ENTER CONSTRUCTION SIGNS AT ALL SITE ACCESS LOCATIONS. LOCK GATES AT THE END OF EACH WORK fN ., -.:... .x 1. -,.:. .: : ... ...n_ -...N -, .... ,.. .: ^..... .. .. ,•., ,r .^ ,., :. .:: :>,?i yy y- S A �y ,.fix: -.. :.. : : , , , ..mil: ,^.,, : n, ' :G .wl: .f : : i -n .:n 14 ` "� a 8t I -*�• PL .^�! Y x: ate' _! r . t> , - . , .. ... :,; .;>. f , .,,,.• , .., /. _ "apt:: DAY. . � u,..:^... , .,:,,.. .r.^..... ...: .... -.. has ,.�;, .!, A , w,n - . it t , 1a� f , "4 p x ( ➢ r:m F, �i. , 1 : _ fl i� DE TRACER WIRE UNDERGROUND WARNING 9 3 PROVIDE TR E AND UNDERGR w = f ' , , , ... „ , ... DWGS C 6 r.,f :-.,`-•,.:__.. >` n `< : y`:�„<.:,t{ ,�:;t / APE PER SUB SECTION 10 2. SEE 05 & C 0 T 1505 Ff < .. f { ,, ..,.." .. .. _:: _,,.>,»,::.:...a:.»::»:::n,. ,».....,:.,.. , ':.� - R TRACING WIRE STATE DETAILS. :... .. _ � i FOR N »t Y ,.• f Ij 1 n SS5 s�. k a.y si y.< k>k �f O4 UPON FINAL COMPLETIO N OF CONSTRUC TION, N - 177407.03 CONTRACTOR TO SCARIFY DE FROM STA 1 00 �.• .` ,, CO RIFY EXIST GRADE f _ Aw N 177612.94 `� � ,;,r a,J> ,; • E 1316818.97t <-r f 6 , ,r. .� w ' ,:• ..;,, , , ..;� ✓ TO PAVEMENT AT 148TH PL SE WITHIN THE LIMITS OF E 1316819.79 :{�< , 2:_t �:.-.,,,::,,..:;,:.;.� :�i ,^_ / ,�„- ,f;} v „>.. �;,.; ;x:»,t't �`�-» � � `` CONSTRUCTION AND COVER WITH 2 INCHES CERTIFIED 44 F , .`': N 177 9.14 @k. � W D WEED - FREE 00 EE STRAW. < WEED FR S RA # E - 1316844.86 «".,y»r �, . , ;: : a x: f s : , > �x _ ESTATES mac- :'' # 3 xx - z"`s x ,. /! 't - 177422.27 � .•�:'� _ : ,... J 5 PROVIDE UNDERGROUND WARNING TAPE PER Yt I vt' "E9 f `i o r-k SS j# �• O E - 131684 22 SUB SECTION 10.15052. ,: i y fi f f a �i < , -* 5 WETLANDS TYP ell- )' k N = 178329.69 ..x.w....,::.�"" z ' E = 1317042.35 ay "a s , : f \ � N = 178314.46 a / E = 1317054.44 � z �%»�Y� 2 IEAS, EN. Y � PLAN _< SCALE: 1 " 40' � :. � t, �� �kr � G x � FILE: 8235C00-C-100 { 3 a 3 G� E < sue; ���` City of nelto� iMannin J f r:, } t n{#f 9 Division ty NOV rr I. :r. s'��f s# � �"EI1 1yI ��s AGENCY PERMIT SUBMITTAL WA t� OF �•�. SURVEYED: SCALE: DATE: PACE ENGINEERS, INC VZONTAL:VA 198311 cam „ = i HORIZONTAL:NA019B3/1991 ,►EAST RENTON LIFT STATIONJULY 2011 DEuCITY 0 F 1».,::i FIELDBOOK� f !»f#:� TJW DRAWN: R ELIMINATION 0 PAGE: RENTON E p� 46632��9 EDL ONE INCH DRAWING No - GISTS DATUM 9 9 p SITE AND PIPING PLAN C-04 BURIED UTILITIES IN AREA o� �� CHECKED:BMC AT FULL SCALE Plannin /Buildin /Public Works De t. PLEASE CALL BEFORE YOU DIG �sS1ONAL F'IF NOT ONE INCH 1.800.424.5555 NO. 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ON;" .1 - I I .1 COMPACT TO 92% rvIDD BETWEEN STA 1+00 AND STA 8+58, \ AND 95% MDD PER ASTM D1 557 FOR ALL OTHER PIPELINE, r_C200_jTRACING WIRE gyp STATION �� B. LIMIT PVC JOINT DEFLECTION TO A MAX OF HALF MFR'S . . \ RECOMMENDED JOINT DEFLECTION. � \ � 1 ' MANHOLE _ C. PIPELINE EXCAVATIONS SHALL BE CLOSED UP OR -07 CHANNELING , .. PROTECTED PER SECTION -0 PROTECT THE END OF EACH WORK DAY. , I . EXIST 60"O MH 5314,11079 rg STA 0+75.77 ­.­... — __ 1111111_el.�,jm . .. . ......... � ... ........ ..... .. \..,.,-: ......... -.1 , 11`11 - I'll _...� 31, I,--------- _____� ` KEY NOTES: i­­ �","--- -_-, I � ., I ", � I -Ait-1 I i 1-4 1 , I ABANDONED 12" SS. FILL WITH SAND ...._­__:- ���--...,�-----���--.n�:-�,-,,�-:�,%O".--, I -1 ..................... .... �: � ...... . . ... P, ,- �( . ..... ­:,:�­:`�::­�:­ `-1. "I ��,! ljv ,I­-�*��­� '�.'.�.`. 'i"; I,` +1. 82 CONTRACTOR TO VERIFY DEPTH BY POTHOLE PRIOR TO , - - .I,,/, * �z -I- I / ­11_.11..,_.___ .* � ">Igv.�;& I � . . COMMENCING CONSTRUCTION. � �. , I - I , 11 �­ �­ : �D1, . - ..... � _ ?I I 7""O I- �-----.--.-.,.,"",,,,-,;,��I;<­_ CORE DRILL AND CONNECT NEW SANITARY SEWER PIPING ­_­ I - e . i Y ­_,._._­­�� , � g , I , I ff ;? � WITH KOR-N-SEAL BOOT WITH SST CONNECTOR, OR EQUAL. : k j ;.,o I ,r, �­_ . �11, - ,� �,,.-_ � - 5�, .- I __.... �j `*' 'I" '+ � R '. _� �--,,, ;r �F.l fl REMOVE MH CONE TO FACILITATE CONSTRUCTION - J I 1 .11 3--5 <�> . .(1K.11-11 ..".1- i 0 "I, I _­� , , ACTIVITIES AS REQD. REINSTALL TO MATCH EXISTING. _ ,/- --f-,: ff iU wvi_i� ....... A - - I h f�� , ......... -.1 __­Y -IRE-z4—Z , , 4 , , I - n� ., , SEAL WATER TIGHT. -I , , x - - i 1+ 5 " ,� I �� ­+?,'� I ,I, , . ., + � "o � ___11 I., -o�---� 5 CHANNEL PER CITY STD PLAIN400.1. i�. I , I" �'.. ,e lb4K, , J�­­ 11 " . 6 INSTALL HYDROPH ILIC WATERSTOP HORIZONTALLY . I 'Ili.I' AROUND -1 � � - - BELOW INV OF , - - I .,­ tI., I AROUND INSIDE FACE OF EXIST MH, MIN 12' . - I 'r k. 1�. '* � / \ z"CHANNEL, MC-2010MNBYADEKA, HYDROTITE CJ-0725-3K BY %. lk�21�1z, GREENSTREAK, OR EQUAL. ADHERE WATERSTOP TO EXIST . Ik % �1-%_ -, , %.. .1 % / I 'A�l I 'Z:---, %,+f L N MH USING A SINGLE COMPONENT WATER -SWELLING + , - ___, 11 " A �, vk I , ,�+-+.!� �� '%, -1 ____) � , .1 � - SEALANT, ULTRA SEAL P-201 BY ADEKA, LEAKMASTER LV 12 SS 'k j- � -,?, I 3.11 I I ,,� �. . i BY GREE NSTREAK, OR EQUAL. AFTER CONIC HAS TAKEN t �g " ,*el. , I., , - :­ ; ...... ,+'.' ., / ,,_ -% tt�, I i%� : ... i `­",� �:*` INITIAL SET, SEAL JOINT WITH SYNTHETIC RUBBER SEALING , �, %3 �� /. ___ . .._D`--+' ' �, �, -%i `1 I I �. /_ COMPOUND SIKAFLEX 2c INS OR SL, OR EQUAL PER 3 41- ��,%/ .&, ., �. %I I 1 51881 - ,�/, . , , +`,� � ...1. " ��, , ,,, ,;�,.+/ - - �/01 1, 1, % ��t 6"§, �� +w %, ..... . I , J!. ,+-,t� ",%A ...... P I 1, Z, ", .. , I ...... z"___1 : � ... 1, � ...... �1� , �. �- - ,� m/1.31' 1`,­......wc%)r)n ,e.lf!��'I..". .1.. I_ 11 ., - , I.."..C.,­ . '. ... , " , ... . . . . , - - . , I.. . . - . .. ..... .. � � - 11 A I/ - .... .... /4�� ,,,,, �z Y. - ,p -_ ,.,. . I I, � , �al_111111'/, I , _/ 1, � ;",✓ _/ ./ Kl\ I # I I , P-- ....... mi"­f­vvfE-'.-­_ , r-. - ' - EXIST 60"O MH 5314 080 STA 0+00.00 ­­ I A I � I I . I , ­1 - , I ��, 75.77 LF al �; q I I I I f� - ! 1.� 11 � I I I- m P, �� w. I . . 'I --i':_ , - ., �+" . . _-, --- g MANHOLE CHANNEL , , I H ,I v � i I- " *** �' *­ I I , I I I � ; - 11 I. I , I. I. I I., '. I , - I , I . I I , U I I I ,,, I I 1 12" PVC SDR 35 -- A n I , "I �,­­� - , I ,,I '.,,,,, - ­ ................................­ , I I , , , - I I I I I - ..... 1 I — 1 C-07 f 12" SS @ 0.003 EAST RENTON LIFT STATION FACILITY 2'-0" (TYP) /. � - --� (� - -.--. -.- , � �,p .),('zi,_� - FILL WITH CONIC (TYP 2) 395 390 385 a0o] 375 370 I * I I ; I ! 1, � -1:1 , " , I * I I . I : — — ­-, : - , --I m I " q:l? 11 I : '.., �_5 I � I . .-� I I . ., I — . I i � , - .1 I ,-" _ - , --- - _ I .. , ., I i"', I � ��_ 0 . , - - � - - I. 1� . I I � . � 21 q ;::1 ", ! - . - -- , I Lq city of mu.,_ - I - >� �� 0 w � c I , � � i .... _3 � "; I � __ .'I- , * I I , _...."".. _____��._:.: ... . ....... ... . .. . %.".""...",.��-""....,.�.--.. - - --------- ­,__1_,._ ! - , ___,-'-_"_'_',_x,_. , ,__­­­_ ­­ . ., ._.� .......... ...... ..... .... ....... . ... . . ...... . 0.. . _K_��_ . .... ........ ... - %_���', _­_-_,,� .,itt. ....... *** ......... � � � I - ;;f--"" _­ � 1It. .4�1 P/anning D 1 . , I 11 ? %t c� ',-� " -, t-'E 00 " - SP " ') In I ; 1+11. 1P : ivision - i I �'-- �_�� -,,_-;�: f,& -'T - 0, , ". -� � . I 11 .. 00 �!�� p I I M ,,, -, , . __ &? � _� ...... -4 , - w 1- , - , '4-- �- , ?� . �� -- �_ I I ' - �i 7) :3 11 + + I ", ;�` " 0 J... .11 - �­', �: + 2/_ o z I �� _ 2. NOV I. 5 2011 + + + .1 di �!/ I � ..... � I I - - - " I I I �­e . , I -:1111 I -- 14f� - I I - I I . __ � - e � > � ++ , --- g > � > , ... I -.1 , .. 1, 21 I - > , � � .. , I Z f K K , .", �� W� .1.. z - , u, --f ­1 ,.'.-� .""'.': ,..I.. "..: - , -.,- -, -- I I . I I .. I I fjrc��, I - I I _ ,,_360 STA 2+50 STA 2+00 STA 1+50 STA 1 +00 STA 0+50 STA 0+00 - Li,- g V ED PROFILE — SCALE: HORIZ: I " = 20'VERT: 1 " = 5' AGENCY PERMIT SUBMITTAL FILE: 8235C00-C-100 - I — — SURV7:YED: SCALE DATE: VERTICAL: NAVD1Sffl — PACE ENGINEERS, INC AS INDICATED HORIZONTAL: NAD199M991 EAST RENT LIFT STATION JULY 201 1 DES113NED: 41104 CITY OF FIELDBOOK — DRAWN: Taw"L RENTON ELIMINATION PAGE: — EDL I ONE INCH I M DRAWING NO: ' — CHECKED: Bmc 1 ATFULL CALE I Planning/Building/Public Works Dept. PIPING PLAN AND PROFILE — STA 0+00 - STA 5+00 C-05 IF NOT ON E INCH BY DATE APFIR APPROVED: SCALE ACCOR DING LY SHEET: OF: 1 C-07 f 12" SS @ 0.003 EAST RENTON LIFT STATION FACILITY 2'-0" (TYP) /. � - --� (� - -.--. -.- , � �,p .),('zi,_� - FILL WITH CONIC (TYP 2) 395 390 385 a0o] 375 370 I * I I ; I ! 1, � -1:1 , " , I * I I . I : — — ­-, : - , --I m I " q:l? 11 I : '.., �_5 I � I . .-� I I . ., I — . I i � , - .1 I ,-" _ - , --- - _ I .. , ., I i"', I � ��_ 0 . , - - � - - I. 1� . I I � . � 21 q ;::1 ", ! - . - -- , I Lq city of mu.,_ - I - >� �� 0 w � c I , � � i .... _3 � "; I � __ .'I- , * I I , _...."".. _____��._:.: ... . ....... ... . .. . %.".""...",.��-""....,.�.--.. - - --------- ­,__1_,._ ! - , ___,-'-_"_'_',_x,_. , ,__­­­_ ­­ . ., ._.� .......... ...... ..... .... ....... . ... . . ...... . 0.. . _K_��_ . .... ........ ... - %_���', _­_-_,,� .,itt. ....... *** ......... � � � I - ;;f--"" _­ � 1It. .4�1 P/anning D 1 . , I 11 ? %t c� ',-� " -, t-'E 00 " - SP " ') In I ; 1+11. 1P : ivision - i I �'-- �_�� -,,_-;�: f,& -'T - 0, , ". -� � . I 11 .. 00 �!�� p I I M ,,, -, , . __ &? � _� ...... -4 , - w 1- , - , '4-- �- , ?� . �� -- �_ I I ' - �i 7) :3 11 + + I ", ;�` " 0 J... .11 - �­', �: + 2/_ o z I �� _ 2. NOV I. 5 2011 + + + .1 di �!/ I � ..... � I I - - - " I I I �­e . , I -:1111 I -- 14f� - I I - I I . __ � - e � > � ++ , --- g > � > , ... I -.1 , .. 1, 21 I - > , � � .. , I Z f K K , .", �� W� .1.. z - , u, --f ­1 ,.'.-� .""'.': ,..I.. "..: - , -.,- -, -- I I . I I .. I I fjrc��, I - I I _ ,,_360 STA 2+50 STA 2+00 STA 1+50 STA 1 +00 STA 0+50 STA 0+00 - Li,- g V ED PROFILE — SCALE: HORIZ: I " = 20'VERT: 1 " = 5' AGENCY PERMIT SUBMITTAL FILE: 8235C00-C-100 - I — — SURV7:YED: SCALE DATE: VERTICAL: NAVD1Sffl — PACE ENGINEERS, INC AS INDICATED HORIZONTAL: NAD199M991 EAST RENT LIFT STATION JULY 201 1 DES113NED: 41104 CITY OF FIELDBOOK — DRAWN: Taw"L RENTON ELIMINATION PAGE: — EDL I ONE INCH I M DRAWING NO: ' — CHECKED: Bmc 1 ATFULL CALE I Planning/Building/Public Works Dept. PIPING PLAN AND PROFILE — STA 0+00 - STA 5+00 C-05 IF NOT ON E INCH BY DATE APFIR APPROVED: SCALE ACCOR DING LY SHEET: OF: 0 U 0 U LA m m U 2E m Q m m 0 LL Lu E o. 0 N Q z W J z 0 3; IF STATION 60" 0 MH 5314 086 STA 8+57.86 GENERAL NOTES: 00 A. INSTALL BURIED PIPE IN ACCORDANCE WITH CITY STANDARD J3,f f —i PLAN 405. BACKFILL PIPELINE 7 _ ' ry C7 BETWEEN STA 0+7� AND STA 3+50 -a m.=; _ r=„: = AND STA 8+60 AND STA 10+30 WITH GRAVEL BORROW PER SECTION > m 9-03.14 111. BACKFILL ALL OTHER PIPELINE WITH NATIVE MATERIAL WHERE SUITABLE. MOVE AND OTHER DEBRIS 4E INCHES CHES ANDM Ul LARGER. OTHERWISE, BACKFILL WITH GRAVEL BORROW. COMPACT CD TO 92% MDD BETWEEN STA 1+00 AND STA 8+58, AND 95%MDD PER ASTM " 5 D1557 FOR ALL OTHER PIPELINE. v> : m ,. 5+53 m B. LIMIT PVC JOINT DEFLECTION TOA ,: :> _ ..}y s,,;. RECOMMENDED MAX OF HALF MFR'S �a f '"JOINT DEFLECTION. rn t PIPELINE EXCAVATIONS SHALL B � E C3 CLOSED UP OR PROTECTED PER =y r 0 SECTION 1-07.23(1) AT THE END OF <. EACH WORK DAY. 11.25° FiORZ BEND STA 5+67.86-� KEY NOTES: N = 177825.73 E 1316631.84 CONTRACTOR TO VERIFY DEPTH BY POTHOLE PRIOR TO COMMENCING ,s- � � L- '�- •-- rr CONSTRUCTION. 11.250 HORZ BEND 11.250 HORZOEN J 2 CUT UPSIZED PENETRATION WITH STA 7+12.92 - STA 6 +4 6 93 POWER SAW NO HAMMERING 15"SS ,A ,,::., N = 177698.23 r> N = 177752.. ''" =f "`" ' t �: , ...<..,.�,�, '"` >-�-' ALLOWED. CONNECT NEW E = 1316699.54 E = 1316662:55 u SANITARY SEWER PIPING WITH IN WATERSTOP GROUTING RING, OR 'y EQUAL. FILL VOID WITH GROUT. INSTALL NEW 60" SANITARY ff: HO MAN LE PER CITY STD PLAN = ; :..==L 1 400.1. AT COMPLETION OF CONSTRUCTION, PROVIDE 1 1/2" OVERLAY FOR ALL PAVEMENT 51C> WITHIN LIMITS OF CONSTRUCTION. GRIND EXIST AC 5 FEET FROM ALL ; CURBS. �, ,, 5 REMOVE CHANNELING TO MATCH - - fizz 'I ,, _ _ : 1� UPSIZED PIPE DIA RECHANNEL ur- rA: w PER CITY STD PLAN 400.1, SIM -�"' ;> CHANNEL ONLY, AS READ. O 14'-0"x6'-0" TALL DOUBLE PLAN CHAIN -LINK GATE AND FENCE TO SCALE: 1" = 20' CURB EDGE PER WSDOT STD PLAN FILE: 8235C00-C-100 L-30.10-00 AND WSDOT SECTION 8-12. 172.31 LF 109.66 L� g F 0 385 � w w m Y S . .. .. ... cm vv 3 YF CD O O. O m € !t a Q NIr Cr? Q C+] < N C :. s r Iil III LLI LLl C- Lu LL 380 'cS 375 370 365 APPROXIMATE EXISTING GRADE 5" SS @ 0.009 15"SS@0.0143 15" PVC SDR 35 5s cn A to v ? CID t cap co w u' In� oq m z _ + M u °O 11 Q z 0 1 to STA 9+50 STA 9+00 STA 8+50 4 46632 BURIED UTILITIES IN AREA A4'0 GisTF PLEASE CALL BEFORE YOU DIGONAL 1 800,424,5555 NO. REVISION O- STA 8+00 PROFILE STA 7+50 SCALE: HORIZ: 1 " = 20' VERT: 1 " = 5' FILE: 8235C00-C-100 STA 7+00 SUR`lEYED: PACE ENGINEERS, INC SCALE: AS INDICATED DESIGNED: TJIN D RA'1lN: EDL ONEINOH AT FU LL SCALE IF NOT ON E INCH SCALE ACCORDINGLY CHECKED. BY DATE APPR APPRO-D 250.01 LF__. z : w APPROXIMATE m EXIJT`i�fG Q6 0 _ GRADE w <UJ r 15"SS@0.009 15" PVC SDR 35 L / O W W 375 W W 0 370 Lo Gf) W 365 J U 5 360 NOY 11. 5 1011 STA 6+50 STA 6+00 STA 5+50 STA 5+00 - ```'' AGENCY PERMIT SUBMITTAL DAT E: VERTICAL: NAW19M HORIZONTAL: NAD195M991 EAST RENTON LIFT STATION ZONJULY 2011 CITY 0 F ELIMINATION FIELDBOOK R R E N TO N PAGE: DRAWING Na Planning/Building/Public Works Dept. DATUM g p PIPING PLAN AND PROFLE STA 5+00 - STA 10+31 C-06 SHEET: OF: EXIST MH 5315 135 RIM EL = 398.04± CL CHNL 12" (N, E) = 386.39± rf f f w Q z w J_ U- A P LAN C-04 SCALE: 1" = 20' FILE: 8235C00-C-100 BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 1.800.424.5555 TEMP BYPASS PUMPING SYST MERGENCY ST TEMP BYPASS PUMPING SYSTEM 1� EXIST MH 5314 078 RIM EL = 401.20 CL CHNL 10" (E, W) = 387.20 EXIST 60" 0 MH 5314 079 MANHOLE CHANNELING - SCALE: 3/4" = T-0" FILE: 8235C10-C-08 EXIST GRADE QUARRY SPALL 2 NEW AC i�) SCALE: 3/4" = T-0" FILE: C-07.dwg COARSE AGGREGATE rc"' SECT-ION 5 - SCALE: 1 1/2" = 1'-0" FILE: 8235C10-C-08 KEY NOTES: C> 3-INCHES CLASS 3/4" HMA PER WSDOT SECTION O TEMPORARY BYPASS PUMPING iY1ANHOLE. MAX 9-03.8 NOISE OF TEMPORARY BYPASS ;SYSTEM SHALL BE 3-INCHES CSTC PER WSDOT 45 dBa AT NEAREST RESIDENTIAL, PROPERTY LINE. SECTION 9-03.9 (3) FIELD VERIFY DIAMETER OF MANHOLE. 2O LOCATION AND DATA FOR EXISTING MANHOLE IS CSBC PER WSDOT BASED ON CITY OF RENTON GIS DATA AND IS O6-INCHES SECTION 9-03.9 (3) APPROXIMATE. CONTRACTOR TO FIELD VERIFY. PAVEMENT O CHA CONCRETE. CHANNEL HEIGHT = 12 INCHES. 4OBYPASS PUMPING DISCHARGE LOCATION. ROUTE PIPING TO INVERT OF EMERGENCY STORAGE WELL. TEMPORARILY SUPPORT PIPING AS REQD. OCONSTRUCTION OF TEMPORARY STREAM CROSSING IS PROVIDED TO FACILITATE EQUIPMENT ACCESS ALONG PIPELINE ALIGNMENT. CONTRACTOR TO INSTALL PER GENERAL DETAILS SHOWN ON THE DWGS AND PER BEST MANAGEMENT PRACTICES. SUBMIT TEMPORARY STREAM CROSSING TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. REMOVE ALL MATERIALS FOR TEMPORARY STREAM CROSSING PRIOR TO STREAMBANK RESTORATION. OCOMPACT CSBC AND CSTC TO 95% MDD PER ASTM D 1557. OCOMPACT HMA TO AT LEAST 91% OF ITS MAXIMUM THEORETICAL SPECIFIC GRAVITY (RICE DENSITY). O CONTRACTOR TO COORDINATE WITH LOCAL HOA 1/2" DIA OF PIPE OR AS FOR STORMWATER DETENTION POND ACCESS. NEEDED TO SUPPORT LOADS, WHICHEVER IS O TEMPORARY BYPASS PIPING. CONTRACTOR TO GREATER ROUTE ABOVE GROUND AND SUPPORT AS REQUIRED. 10 SEE STREAM DEWATERING PLAN FOR COFFERDAM DETAILS. ADD VISQUEEN SHEET OR EQUIVALENT TO FUNNEL STREAM FLOW. GEOTEXTILEFABRIC 11 VISQUEEN SHEET OR EQUIVALENT AT OUTLET OF CULVERT. TEMPORARY 8" 0 PIPE 12 EXTEND CLSM TO 5 FEET OUTSIDE OF STREAM. CULVERT 13 O INSTALL CONCRETE CUT-OFF WALL AT END OF CLSM. B \ TEMPORARY STREAM CROSSING C-05SCALE: 1/2" = 1'-0" FILE: 8235C10-C-08 city Of Renton Manning f7ivislon NOY 15 2011 AGENCY PERMIT SUBMITTAL GENERAL NOTES: U m 0 0 U 0 U LO C+7 00 L m 0 vL LL ry x cu m m E E ti v co 0 N R 00 / / / / / '1 00 R=25' MIN \ '` FILTER FABRIC AS NECESSARY 4 TO 8 INCH ROCK SCALE: NTS FILE: 8235C10-C-08 INSTALL TEMPORARY GRAVEL BEFORE GRADING PHASE OF PROJECT, REMOVE PRIOR TO PAVEMENT INSTALLATION NOTE: ONLY INSTALL TEMPORARY GRAVEL AROUND CATCH BASINS IN UNPAVED AREAS. USE FILTER FABRIC TO PROTECT EXISTING CATCH BASINS IN PAVED AREAS. 12" DEPTH MIN PLAN INSTALL TEMPORARY FILTER FABRIC BETWEEN FRAME AND GRATE OF ALL CATCH BASINS AND INLETS INSIDE OR ADJACENT TO DISTURBED AREAS. f1 PLAN TEMPORARY CATCH BASIN PROTECTION SCALE: NTS FILE: 8235C10-C-08 4" - 6" MOUND 18" TOPSOIL. MATCH EXISTING GRADE r 15" SS NATIVE SOIL FILTER FABRIC MATERIAL 60" WIDE 1 ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 5 2" BY 2" BY 14 GA. WIRED FABRIC OR EQUIV. FILTER FABRIC MATERIAL ' 4 2" BY 2" BY 14 GA. WIRE O FABRIC OR EQUIV. BURY BOTTOM OF FILT R MATERIAL IN 8" BY 12" TRENCHa—__ 8" MIP e 0 I - Z N � S t 0 1 in 12" BY 4" WOOD POST 6O2" BY 4" WOOD POSTS, STANDARD OR PROVIDE 3/4"" ASHED GRAVEL BETTER OR EQUAL ALTERNATE O BACKFILL IN TRENCH AND ON BOTH SIDES SECTION OF FILTER FENCE FABRIC ON THE SURFACE SILT FENCE DETAIL AND NOTES SCALE: NTS FILE: 8235C10-C-08 SACKS SHALL BE #10 JUTE BURLAP OR APPROVED ALTERNATE FILLED WITH 48 TO 55 LBS. OF PEA GRAVEL BACKFILL FOR DRAINS. INSTALL APPROXIMATELY 3 FEET ABOVE CHANNEL INVERT. ALIGN LOW POINT IN DAM WITH CENTER OF CHANNEL. ADD VISQUEEN THROUGH FILLED BURLAP SACK STACK FLOWLINE —PLACE SACKS FIRMLY 'V T0w1w wGw AGAINST GROUND LINE AND ADJACENT SACKS. PLAN SECTION A STREAM DEWATERING COFFERDAM DETAIL (TYP SCALE: NTS FILE: 8235C10-C-08 '"'^ INSTALL MA. ANDnr�ooi c AND WASH S DEPTH OF 12 GRADE BACKFILL ONLY CLSM PER W; ` L ,� SECTION 2-0� 'y or y (Ha k'o„&`� TRENCH BACKFILL DETAIL (TYP STA 1+00 - STA 8+63 NTS 5309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 789-9658 F: 206 789 9 8 - 6 4 W BURIED UTILITIES IN AREA w PLEASE CALL BEFORE YOU DIG J 1,800,424.5555 U- NATIVE SOIL TRENCH BACKFILL STREAM AT CROSSING DETAIL (TYP) NTS A. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. B. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. KEY NOTES: 1 THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. OTHE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). OA TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. O4 WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. OTHE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. OWHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS. 7 THE TRENCH SHALL BE BACKFILLED WITH 3/4-INCH MINIMUM DIAMETER WASHED GRAVEL. 8 INSTALL UPSTREAM SCREENED DIVERSION PUMP. PUMP SHALL, AT A MINIMUM, BE A 6 INCH GAS POWERED TRASH PUMP, SUFFICIENT TO HANDLE EXPECTED STREAM FLOWS OF 0.5 TO 3 CUBIC FEET PER SECOND INCLUDING FLEXIBLE PIPE SYSTEM. OSELECT DISCHARGE POINT DOWNSTREAM OF IMPACTED AREA TO AVOID EROSION. LINE DISCHARGE AREA WITH VISQUEEN OR EQUIVALENT TO DISSIPATE FLOW ENERGY AND PREVENT CHANNEL SCOUR, 10 INSTALL UPSTREAM COFFERDAM WITH LOW POINT ALIGNED WITH CENTER OF ACTIVE CHANNEL. COORD LOCATION WITH TEMPORARY STREAM CROSSING. 11 INSTALL DOWNSTREAM COFFERDAM BELOW IMPACTED AREA. 12 COMPLETE ALL IN WATER WORK, GRADE SITE AND INSTALL COIR LOGS OR COIR BLANKET WHILE CHANNEL IS DE -WATERED. WORK SHALL BE COMPLETED AFTER INSTALLATION OF PIPELINE AND DURING REMOVAL OF TEMPORARY STREAM CROSSING. 13 WHERE DEWATERING PIPE CROSSES EQUIPMENT CROSSING OR INTERFERES WITH CONSTRUCTION, BURY PIPE IN A TRENCH AND COVER WITH STEEL PLATES. 14 USE HIGH VISIBILITY FENCING TO DELINEATE IN -STREAM LIMIT OF WORK. 15 PIPE BEDDING AND BACKFILL PER CITY STD PLAN 405, NATIVE BACKFILL WHERE INDICATED. / A\ STREAM DEWATERING PLAN- SCALE: 1 " = 10'-0" FILE: 8235C00-C-100 city Of Rento Planning 0,v1s;ln Nov Z' 5 2011 aRcew&Q) AGENCY PERMIT SUBMITTAL C6 N TREES (6' O.C. TYP.) SHRUBS (4' O.C. TYPICAL 900 S( FOOT AREA ,An, COMMONNAME T1 - Douglas fir T2 - Big leaf maple T3 - Red alder 3 31 - Salmonberry S2 - Indian plum L-02 S3 - Sword fern S4 - Snowberry S5 - Low Oregon grape S6 - Pacific ninebark TYPICAL PLANTING COMPOSITION IN A 900 SQUARE FOOT AREA TO CONSIST OF APPROX. 16 TREES AND 20 SHRUBS. PLAN TYPICAL FOREST BUFFER ENHANCEMENT PLANTING DETAIL 5309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 789-9658 F: (206) 789-9684 NTS BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 1,800,424.5555 �k 3 f �e ref PLAN ASCALE: 1" = 30' FILE: 8235C00-L-01 s 3 4 $ PlarWng Zone Seed M Ix KEY f `'> WOODCHIP PATH (2736 SF) 10 FORESTED BUFFER ENHANCEMENT (5708 SF) z (PLANTING ZONE 1) L-01 SHRUB & HYDROSEED BUFFER ENHANCEMENT (12,557 SF) r (PLANTING ZONE 2) L 01 / z STREAM BANK RESTORATION (202 SF) (PLANTING ZONE 3) L-01 SEED MIX (745 SF) z 2 (PLANTING ZONE 4) O - - -- .. - . . .y. .. :. yyb �F y. �'y p'q ld - 3 i i1.'a1P Aop, x'XfS L _fescue .... :.: + .. . :11�gp� Fps M'a��., !over 43,78 . ....- ��My' 5 9. tatiig H€b. r'11.1 be ' t .. : .. Af/A Crop ee 2,00 WA NIA tert `0ttr 1 ' Weed eed 13 k2 .... lr 2m btu ffr Enhance nt ... g..... ..... ..... ............................. .. - _....... hwi 0 ,arvaw a Low OrOpr.f gape 1 ! 4 ft0- > 54 rlt`fcrr:Iid'I "4rrri 1 (' 4 6-4 `; rrlE,a€fjrt - 1 f54 o,jysft1�tt rl 1 del a, 71 f t r aky. terry. 1 q al; 4 f t << T1 Total Shrubs 157 .... .............. ... .. .. _. ..... Total Ares (sqjua60-1.) .... .... ... ....--- ..... .... ... ........ x ,An, 3 SHRUBS (4' O.C. L-02 SEED BETWEEN SHRUB CLUSTERS GROUP LIKE SPECIE TOGETHE w 0 TYPICAL 900 SQUARE �� TYPICAL PLANTING COMPOSITION IN A 900 SQUARE FOOT AREA FOOT AREA TO CONSIST OF 56 SHRUBS PLANT SHRUBS IN NATURAL GROUPINGS TO CREATE WILDLIFE HABITAT ZONES. TYPICAL SHRUB BUFFER ENHANCEMENT PLANTING DETAIL NTS ri_,� �O2 LIVE STAKE 2 SHRUBS (TYP.) L-02 TYPICAL 900 SQUARE FOOT AREA DECREASING ELEVATION (TYP.) GENERAL NOTES: A. MAINTAIN EXISTING PATH NETWORK. COVER WITH 4" WOODCHIP MULCH AT TIME OF PLANTING. B. PLANTING SHALL EXTEND TO LIMITS OF CONSTRUCTION, S , AS SHOWN ON THE CIVIL DWGS. KEY NOTES: 1 WOODCHIP MULCH SHALL BE APPLIED AROUND PLANTS, SEE O - PLAN SHEET L 02. 2 SEED MIX SHALL BE APPLIED AT A RATE OF 40 LBS PER ACRE. O 30' AK w 0 COMMON NAME S1 - Red -osier dogwood S2 - Sitka willow S3 -Pacific willow TYPICAL PLANTING COMPOSITION IN A 900 SQUARE FOOT AREA TO CONSIST OF APPROX 225 SHRUBS. NOTE: EACH CIRCLE REPRESENTS 5 PLANTS. DECREASING ELEVATION (TYP.) T\/P A I r1T1"l1"- A R R I A K- 1""1 r P1T/1 A TI 1- A R 1- 1/ P1 r-T A 11 city of nent, nning Dit) �islo NOV 15 2011 AGENCY PERMIT SUBMITTAL NTS E co m E, 0 a) a) LL vi w x U 2 Q E a Lo O co O T rn cV I - ui Q z w J u- O2 PLANT LIVE STAKES THROUGH COIR BLANKET ON STEEP SLOPE RIPARIAN AREA PLANT TREES AND O SHRUBS IN UPLAND AREA INSTALL COIR O BLANKET ON SLOPE PER CITY STANDARD PLAN 213.10 STREAM BANK PLANTING SECTION (TYP) 5309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 789-9658 F: (206) 789-9684 NTS BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 1.800.424.5555 A PLANT LIVE, DORMANT STAKES BETWEEN 0.5 AND 1 INCH IN DIAM z ih 1 2' O.C. SPACING (TYP) 12, O.C. SPACING (TYP) SECTION LIVE STAKE PLANTING DETAIL e SQUARE CUT MINIMUM OF 2 BUDS EXPOSED MAKE PILOT HOLES IN EXISTING SOIL WITH REBAR. TAMP SOIL AROUND LIVE STAKES. ANGLE CUT AT 45 DEGREES SCARIFY ROOTBALL, ROOTS AND Cl w OwJ J = Q Q m z F- `_n=00 r l— ry 3X ROOTBALL DIAMETER All ^"MR OF WOODCHIP MULCH, FEATHER MULCH ;E OF ROOTBALL, EXTEND 6" BEYOND ING BASIN CIRCLE FINISH GRADE BACKFILL WITH NATIVE SOIL ONLY SCARIFY EDGES OF PLANTING HOLE TO ALLOW FOR ROOT PENETRATION BOTTOM OF ROOTBALL RESTING ON UNDISTURBED SOIL SECTION TREE/SHRUB PLANTING DETAIL (TYP NTS GENERAL NOTES: A. A TEMPORARY STREAM DE -WATERING SYSTEM SHALL BE IN PLACE TO DIVERT FLOW AROUND WORK AREA PRIOR TO INITIATION OF TEMPORARY STREAM CROSSING REMOVAL.(SEE SHEET C-02). B. REMOVE ALL MATERIALS USED IN TEMPORARY STREAM CROSSING. KEY NOTES: OSTABILIZE SLOPE PER CITY OF RENTON STANDARD PLAN 213.10. OINSTALL LIVE STAKES ON STEEP SLOPES, ADJACENT TO 2 STREAM, OPLANT TREES AND SHRUBS IN UPLAND AREAS. city of � iannirl o�� � Divis;on NOV 15 ZUII AGENCY PERMIT SUBMITTAL