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Home My WebLink AboutLarge Formatmm \)\A V", EX SSMH EX SS CLEAN OUT EX SD MH 0 EX CA TCH BASIN WATER VALVE FIRE H YDRA N T B3 WATER METER ? WA TER BL 0 W OFF m TELEPHONE CABINET G; GAS VALVE —w- WATER MAIN STORM DRAIN --- STORM DRAIN TO BE REMO VED ABANDONED SANITARY FORCE MAIN p— POWER OHP- OVERHEAD POWER TEL TELEPHONE G GAS ORDINARY HIGH WATER MARK HONEY CREEK STREAM BUFFER (D DECIDUOUS TREE CONIFER TREE 0- UTILITY POLE E--- GUY POLE m MAIL BOX Ca --'DM ROCKERY MON IN CASE SURFACE BRASS CAP IN CONCRETE FOUND REBAR & CAP OF IRON PIPE A SPHA L T PA VEMEN T .... SIDEWALK CEN TERL INE RIGHT OF WAY L 0 T BOUNDARIES RIGHT OF WA Y c u R B il ENGINEERS PLANNER SCIENTISTS RI-12 ENGINEERING, INC. http://www.rh2.com mciilbox@rh2.com 1.800.720.8052 REDMOND OFFICE 425.869.1488 WENATCHEE OFFICE AI City of Renton ---, Devils Elb�owLlft jw , -\VVW�* fjddRE 3 EXISTIk SENSITIVE AREAS MAP "J LE ENGINEER E v'E WDATE SCALE PLOT DWG NO, SHEFT 196,024 1 DVLSEP1 I KAJ PLS I APR 23, 1998 SHOWN 30 1 OF 1 ,e,A J!::o,9V-t 0) Vp � ,E \ \ \ v A EMOVE 'EXISTING CONCRETE l � RI G. Cfi`-AND REMOVE > \ \ �� \\ \ o \\ ``• p. '�' �` �o STO�6U N PIPES:REMOVE EXPOSED PORTIONS OF — CONCRETE WALL TO SUBGRADE. \. \ �, k \\� ''\: _ ,-__ \ O RIPRAP BANK STABILIZATION \\ \ \\\\ \ \ WITH LIVE WILLOW STAKING. ♦ 11'.t".. \ \ \\ \\N11 OVER PLANT AREA ON EXISTING GRADE sTM12' i WITH NATIVE VEGETATION PER •f \\ \ .,�'� s �.g S, LANDSCAPING PLAN. RO \ \ \ ti ' 9 � 3I' „ \\ \ \ CUT EXIST1AtG .STORMD . RAINS BASK C \ \ \ TO MATCH.. (SHED GRADE t(TYP.Si ti O \ R. r' \ r M \\ \ ROCK TAPER K RY INTO C � RIPRAP SECTION_4TYP .-- °c\ \ C REMOVE EXISTING 54" PIPE 06 t . AND CONCRETE WALL. � t; • � ti. . \ \ \ \ LANDSCAPE BANK 0 1 \\ \\ \ PER PLAN. `\ » y F 2 „F 12 \\\ \ 10 M 212 210 208 206 204 202 200 198 196 194 192 190 188 186 CHANNEL IMPROVEMENT PLAN 1"=20' LANDSCAPE BANK PER PLAN. CHANNEL IMPROVEMENT CONSTRUCTION NOTES 1 n Features n shown n the plans are forgeneral infor Ground eatu es and Utilities sho o p motion purposes only. These features were obtained from existing reaps obtained at the City and the accuracy has not been verified. A more recent survey was performed to establish ground elevation and construction control for the project. The existing water location and level shown on the plan and the section views does not represent any specific water levels. 2. The purpose of the survey was to provide a base map of the major improvements and ground features along the channel. Actual landscaping and existing land features will vary. Prior to submitting a bid, the contractor shall verify the quantity of trees and vegetation that must be removed and/or protected in order to complete the work. Protect and preserve all trees and vegetation located outside of the limits of excavation unless otherwise indicated. Remove all trees and vegetation within the excavated areas unless otherwise specified. 3. All excavated material including concrete, pipe, rock, vegetation and soil shall be removed from the site and disposed of at the contractor's expense. 4. Call 24 hours Before You Dig. ONE CALL (800) 424-5555 5. All construction areas shall be photographed and videotaped by Contractor prior to any work. Deliver copies to the City prior to construction. Grade as required to gain access to complete the work. Restore access areas to existing grade and condition, including landscaping, sprinkler systems, utilities, and all other improvements. Repair or replace all existing pavement damaged due to construction activities. 6. Control all on —site storm water runoff with erosion and sedimentation control procedures. Provide, maintain, and adjust erosion control fences and alternate control measures for the duration of the project as required to protect Honey Creek for all site conditions encountered or to control actual area disturbed if different than areas shown. It is the contractor's responsibility to select, construct, and maintain erosion control measures as required to protect Honey Creek during construction. Install erosion control to protect Honey Creek from all possible surface water transport routes. Remove all erosion control measures after the landscaping work had been completed per Plans. 7. The match lines shown on the plan for slope grading are approximate, actual catch points as stacked in the field will vary. 8. Construction surveying is the responsibility of the Contractor. 9. In order to improve habitat aloe the channel the City p t g will delineate specific rocks, trees, stumps, and other woody debris which are to remain. These items will generally be located at the existing channel edge and shall be left in place when requested by the City during construction. 10. Immediately after completion of the grading, rockery and riprap placement all disturbed ground surfaces shall be hydroseeded in order to establish a protective ground cover. Hydroseeding shall progress with work. 11. Proposed plants, size and spacing vary as shown on Bioengineering and Landscaping Plans. 12. Provide temporary by—pass piping, dams or silt curtains as required to reroute oute creek flow during construction. Comply with require ments of all permits and regulations. �� • �r ��M� I•�:11►711►1�'1��1MMr1l.'!� I?T►®i;11:MIiCIl�►111a1ri.`1r1►1aa�tJi"''��I�� I�� _ �� '. �� IMIIIIMIMNIMMIMIMIIA®IMMIMMMMMMIMIMM��1� � �� n r 'r • r YJa�;IiNi•'r,�r'l'siFrY;ii3+�13+iPittfirYXXXNh'."....". wsiwwwwwww�w _ dA'�Y,.. n � � ! �'r • i II �. T I� � � ." ':�. -*:' • s}, a a *• • 5 ••" 'IS•; .« b@,:r M +s�Yrti►!,i4:4i•ssR,�s �,.:r+R,•Y�i!R• In __--V1AV_WAV_fEsIK.IIIJS/lJYft/_l_�fJ!fA:.L_ 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 140 160 170 180 190 EXISTING CULVERT I<\ HEADWALL 6" RADIUS ALL AROUND CULVERT INLET DETAIL CHANNEL AND CULVERT PROFILE 1"=10' LEGEND CONCRETE x RIPRAP GRADED AREA OVER PLANT EXISTING GRADE ROUNDED RIVER ROCK 210 208 206 204 202 200 198 196 194 192 190 188 186 214 212 210 208 206 204 202 200 198 196 194 192 190 ...--- EXISTI CONCRETE BLOCK G SURFACE _.. l 0 ------------- -------------- ---- --------------------------------- -------- -•--•----•-----------•-•--•------- -- _ ---------......... ------------- _ -----I----- TO BE REMOVEfl ------ .......----- �RflPfS------------ ------------ . .....ANDSCAP ---------------- E AN .------------- �IA��R - ----- ----------- ------------' -- ....... ..... ... ••-- . ........ -- .................................... 6n DEPTH .... .. OF .:: - �r /Ar--------------- ------ .Wltti... S�1tKE -t MAX"RtPR HEIGHT OF P�:::.... 200 R:......,. ........ -x ................... _. .......... ------- t... . -•---- ...... ti -__..7, PROVE E 3 LOGS PER LL DETAIL. OT XT FA -- �---------4-- , �� - LOCATE' PER CITY. DO _ ... NOT ------ . E. A-5 TBLE _ BLOCK CULVERT ENTR; NCE .(WSDOT --------- ---18m_-LOOSE ------- r ----------- _—....._...-.. ............. _--- Ct �---- ........-.. ------••--- 54 PH, TO _ E REMOVE__ _.. -PER PLAN--- _RIPRAP---•--------- - ..-••--- ---- I _ ----------- ....... ______________________ ____--.-_ - ___._:__ _. _-________________-_-___-- ........................................._._._.__.._.__._.._.._____ ... --------------------------_--------- _._...___________- 0 10 20 30 40 50 RIPRAP SECTION A -A 1"=10' ROCKERY SECTION B-B 1"=10' 60 70 �'GF•- 99 -093 6" of (-)nF- F)Fn n1 AKIC' ROCK RIPRAP TILE FABRIC 1\11 I\Ml I IL I i-I \ L-M I L__Q NATIVE SOIL LOOSE RIPRAP JOINT PLANTING DETAIL NOTE: SOAK SUBGRADE THOROUGHLY WITH WATER PRIOR TO LIVE STAKE PLANTING. NOT TO SCALE :01 LOG DIAMETER — 12"-24" ' MEASURED 5' ABOVE ROOT WAD. LOG BOLE DETAIL - CHANNEL CORRIDOR NOT TO SCALE VEGETATION AND HYDROSEED, SEE LANDSCAPING PLANS. OVER EXCAVATED FOR LOG INSTALLATION OR DRIVE LOG INTO BANK NATIVE SOIL 10' MIN. ED i i=l I i-- l I FE Y, C3 ORDINARY HIGH WATER MARK @LOW FLOW �_=_j I I.El I jt= LOG INSTALLATION SECTION TABLE 1 RIPRAP GRADATION FOR 1.75' MAXIMUM SIZE WEIGHT SIZE Wmax Wmin Dmax Dmin %LESS CLLS) (aSj KEK CELET) LEE j ET W1 00 463 185 D1 00 1.75 1.3 W90 161 D90 1.23 W50 137 93 D50 1,17 1.02 W30 53 D30 0.85 N W15 69 29 D15 0.93 0.70 NOTES: 1. ROCK SLOPE GUIDELINES DERIVED FROM SECTION 3.2, "HYDRAULIC DESIGN OF FLOOD CONTROL CHANNELS". 2. RIPRAP GRADATION DERIVED FROM FORMULA 3-3 AND TABLE 3-1, "HYDRAULIC DESIGN OF FLOOD CONTROL CHANNELS". 3. ROCK RIPRAP SHALL HAVE A MINIMUM DENSITY OF 165 LBS PER CUBIC FOOT. ROCK SHAPE GUIDELINES NOT TO SCALE a > b > c LESS THAN 30% OF ROCKS WITH a/c > 2.5 LESS THAN 15% OF ROCKS WITH a/c > 3.0 NO ROCKS WITH a/c > 3.5 NOT TO SCALE HYDROSEED OR NATIVE PLANTING SCHEME 2"-4" QUARRY SPALL DRAINAGE FILTER, MEETING WSDOT SPECIFICATION 9-13.6, MIN. 6" THICK VARIABLE GROUNDWATER LEVEL (SAME AS CREEK STAGE) . . . . . . . . . . . . NATIVE MATERIAL TO BE DETERMINED BY STREAM RESTORATION SCIENTIST DEPTH VARIES, FIELD DETERMINE BY STREAM RESTORATION SCIENTIST OR CITY. ROCK RIPRAP MEETING GRADATION REQUIREMENTS, MIN. 1.5' THICK SLOPE PER PLANS ORIGINAL GROUND SURFACE GEOTEXTILE FABRIC WSDOT TABLE 5, CLASS A TYPICAL ROCK RIPRAP DETAIL NOT TO SCALE RH2 ENGINEEER!NG, INC. http://www.rh2.com mailbox@rh2.com 1.800.720.8052 REDNIOND OFFICE 425.869. 1 --38 WENATCHEE OFFICE 509.663.015 DRAWING IS NOT TO SCALE Kim IF BAR IS NOT 2" LONG 0 1 - CITY OF RENTO ot4 DEVILS ELBOW ST f- 0 fie BI&pIWAIERING DETAILS 1 LGuc�vu CONCRETE RIPRAP *�•:�:•; BIOENGINEERING OVER PLANT EXISTING GRADE ``V��w►►�' 04"/C LANDSCAPING PLAN i"=lot Css Cooke Scientific Services Inc. 4231 NE 110 St. Seattle, WA 98125 phone and fax (206j 440-3130 WM. TODD TRESSLER, LANDSCAPE kRCHITECT .416 25TH AVENUE EAST, SEATTLE, WA 98112 (206) 324 0887 DL LAllII Y 1-d I i i 1j SYMBOL PLANT NAME, TRE'E'S • black cottonwood Populus halsamilc ra . ssp. ttichocarpa Western red cedar Thuja plicata western hemlock = Tsuga heterophvlla //'''/�/�>>l /� 1141►��\\\` SHRUBS p vine maple Acer circinatum serviceberry Amelanchier alnifolia N beaked ha2lenut Con•lus cornuta var. Californica redstem dogwood Cornus sericea ssp. sericea = C. stolonifera O sweetbrier rose Rosa eglanteria Othimbleberry ::: � '�:; s h�u n•�� 1 c � rus d salmonbetry Rubus spectabilis var. spe(mbilis 5 Sitka willow Salix sitchensis red elderberry Sambucus racemosa LIVE STAKES RIPRAP redstem dogwood Cornus sericea ssp. sericea = C. stolonifera Sitka willow Salix sitchensis TOE OF SLOPE Sitka ix willow �Sali.r sitchensis • ON 1 3/4 : 1 SLOPES • • • • redstem dogwood (mid -slope elevations) Cornus sericea ssp. sericea = C. stolonifera • • • ' ' Scouler's willow (high elevations) •• Salix scouleriana Sitka willow (low elevations) Salix sitchensis NATIVE GRASSES e 1 , P7U I?, � F, 6, D7E-:_ Llv� �TA� Lar>cir Fzwr*- FAN' FA`F F-Ir F»-`1r--)z' i $AGK-f ILIL_ Wl ti1 k-P\4 E C;;0 11, LIVE' STAKE PLANTING DETAIL NO SCALE Y r� To A- (244 M IN Ta m W M-14 Kiow, cc FfWIC �ti1Ga�� IN �t� (10 it �W N i ;1 Ll Z 07 CONIFEROUS TREE PLANTING DETAIL NO SCALE �NWJ f, W I{zr,- IQ � IN � GULL, a � W M4 j�l,At�t'r1NC� ', W�L� GI-4i`f�i �z- �� firms . � MIN. AMENnEv SOIL -CMI� ee �F:T-i DECIDUOUS TREE PLANTING DETAIL NO SCALE 0-,P(j W rOi- °-,<Na wood GPI ' �i� I✓�- �L.D��ING�. ,y��i M 1�. -r Y�Z- 6 rpt-L-. eu AM�ND�D NATIVE �1L CMIN) SHRUB PLANTING DETAIL NO SCALE t �7 d � Cooke Scientific Services Inc. 4231 NE 110 St. Seattle, WA 98125 phone and fax (206) 440-3130 PLANT SCHEDULE SYMBOL PLANT N"A_NIE QTY. CONDITION SPICING TRh:ES black cottonwood 2 5 gal, cont. As shown Populus halsumifera re ssp. trichocarpa Western red cedar 18 5 gal. Cont. As shown Thuj(1 plirura �\ Ile western hemlock 6 5 gal. Cont. As shown ; Tsugu heterophylla SIIRUBS 0 e 'na) ,2 3 5 aal. co As shown Ac er rrr 7rc1lwn ® serviceberry 10 1 gal. cost. 3' o.c. Amelunchier alnifolia redstem do(ywood 49 2 gal. Cont. 5' o.c. ,.• Cornus sencea ssp. sericea = C. stolonifera F4 beaked hazelnut 10 2 gal. Cont. As shown Corvlus cornuta var. Californica sweetbriar '`* 93 1 gal. Cont. 3' o.c. Rosa eglanteria thimbleberry 137 1 gal. cont. 3' o.c. Rubus parviflorus salmonberr_y 26 2 gal. Cont. 5' o.c. Rubus spectabilis var. spectabilis O Sitka willow 59 2 gal. Cont. 5' o.c. Salix sitchensis Ored elderberry 14 2 gal. Cont. 5' o.c. E Sambucus racemosa LIVE STAKES RIPRAP redstem dogwood As needed live stake 2' o.c. Cornus sericea ssp. sericea = C. stolonifera Sitka willow, As needed live stake 2' o.c. !r!ix = TOE OF SLOPE Sitka willow As needed live stake 2' o.c. I /7� SalLr sltchensis ON 1314 SLOPES ....... Mid -slope elevations ••;�;•;�;•;• redstem dogwood As needed live stake 2' o.c. •••'•'•'• •' rl Cornus secea ssrl p. secea '•'•'•°•' = C. stolorifera •'•'• High elevations ••• • Scouler's willow As needed live stake 2' o.c. .• Salixsc•ouleriana Low elevations Sitka willow As needed live stake 2' o.c. Salix sitchensis NATIVE GRASSES redtop bentgrass 1.4 #/acre Agrostis alba = A. giganma Oregon bentgrass 0.6 #/acre Agrostis oregonensis r;r rough bentgrass 0.6 Nacre rrr '.<: Agrostis scabra ',f`I r.r j spreading bentgrass 0.6 #/acre ' <<"1,' �!-fir Agrostis stolonifera ,- ,- rr rr''rF ";'; r, • `' Colonial bentgrass 1.8 #/acre rf: Agrostis tenuis = A. capiliu -is meadow ioxtail 3.0 #/acre Alopecuru_v pratensis - Kentucky bluegrass 2.4 #/acre F <� Poa prarensis fowl bluegrass 1.6 #/acre Poa palustris RH2 ENGINEERING, INC. 10 httc-//wwwrh2.com n i,!-,,x@rh2.com MA MOV.) t 800.720.8052 E N G I N E E R S REDMOND OFFICE PLANNERS 425.869.1488 S C I E N T I S T S WENATCHEE OFFICE qW 509.663.0150 City of Renton l Elbow WM. TODD TRESSLER, LANDSCAPE ARCHITECT 416 25TII AVENUE EAST, SEATTLE, WA 98112 (206) 324 0887. 3 LANDSCAPING PLAN xii NO tut tNUN,t�, *, 196.024 1 DV --LAN I I I MAR 17, 1998 11 n, L Ptot a*(, vn SHOWN 10 1 or 1 1 i 1 1 I 1 1 i • , 0W 111tI��/` , - \ i i i ` ��_'. � .r4�' � ur cc. � fir F Ytrt �: �'�'yIM� ►dL�'�'y� g \ , �^. t c ' ' , • '. 7, r ' �M �• ; , r, '•rrEi'il .�., ; 1 r ,r t l� � .1/ I i�4.. � r {�G, � -a' _I'5... .1 'i+. ___ �... ro►Q �iAQCi�il�k�'�Il��ail :I t1Y�.., 1' � � \. ``� LEGEND. T • .CONCRETE RIFRAP DOMINEERING il OVER PLANT EXISTING GRADE r. r 01, •-! • "7 7ta �., � � �y7�1 � �� lh!4�}e� xi t? a t 4/i l xE�: I '��' �� I�ifi �.y � \ t • tC S w rc if iPc , F i 5 r, 'ri C t - - 7 , i 1t \ �. 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Z a' Y\ •' ,�, k •�n� �+ �p''L1`r b�, • ° r: Y err ` ,'f' ` � Y /" � , \ '•a "F�x p!',,` •�, �,w � t r�''}►�'�"�S��r •}• •�• � �� • � i�,x�lc`17 ✓�<* tn'Y • ``• � `'1 • r 5.::.� 1. :E ,, I , :"��K.'4✓ ,° .. :.�'6�' .tf,.g-M•.4`?iXtr .. ��`IPs•�'" � °rTj,; ~'' 1 .. ....... ... - 1 t ., •:fir ��,, �. g >; LANDSCAPING PLAN J I Vt=lot Cge Copke Scientific .Services Inc.. 4231 NE 110 St. Seattle, WA 98125 t: phone and fax (206',, 440-3130 WM. TODD TRESSLER, LANllSCAPE •kRCHITECT r416 2ST1I AVENUE EAST, SEATTLE, WA 98112 (206) 324 0887 PLANT LEGEND 00 SYMBOL I PLANT NAME TREES • black cottonwood Populus halsamifera . ssp. tlzchocurpu Westem red cedar Thuju plicata western hemlock = Tsugu heterophvllu i ,��'i�,fi►int��\��`` SHRUBS O vine maple Acer circinatum ® serviceberry Amelunchier alnifolia N beaked hazlenut Corulus cornuta var. Californica redstem dogwood Corpus sericea ssp. sericea C. stolonifera O sweetbrier rose Rosa egLwueria n thimbleberry ��'"'�� Pui v'lj,"Orus salmonberry Rubus spectaoilis vur. speciabilis Cj Sitka willow Salix Sitchensis red elderberry Sambucus racemosa LIVE STAKES RI PRAP redstem dogwood Corpus sericea ssp. sericea = C• stolonifera Sitka willow Salix sitchensis TOE OF SLOPE Sltka willow Oalix sitchensis I • ON 1 314 : 1 SLOPES :f:•:•:'.':' redstem dogwood (mid -slope eleva •••.•••,•.•. Cornus sericea ssp, sericea • = C. stolonifera • ' ' ' ' Scouler's willow (high elevations) • • • • ' ' Salix scouleriana Sitka willow (low elevations) • ' ' Salix sircheryis J �:;;i•;' r: NATIVE GRASSES r ♦J� 1 rJ v 1 JJ tJJ� .J RH2 ENGINEERING, INC. E N G I N E S R S REDMOND OFFICE PI -A N N ERS -1, S C I E N T I S T S WENATCHEE OFFICE DRr1MNG i`�, IT", SCAB. Ir 0 City of Renton Devil's Elbow Stream Restoration 6�1 - 99 �-&1?3 a LANDSCAPING PLAN 196.024 1 MA —1 AN IIAD 4'1 +nnn