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HomeMy WebLinkAbout03345 - Technical Information Report MCCANN ENGINEERING, INC. 821-49�DR S.E CIVIL&SIRUCTURAL ENGI!VEF.WI�G 1� � MICHAEL P.MCCANN S E. E'VF-RETI: WA. 982U8-962! � OFFICE: (42S)337-5073 F.inail: nrsqnar+ad48 a�y�ahoo.conr � PROJEC'T: DAT'E: / / PAGE: � �g�C'I': BY: JOB NO: lh � REVISION# : REVISION DA'I'E: / / REVISION SUBJEC"T: / �� � � � ill CHAN SHORT PLAT � - RENTON, WA - I STORMWA TER DETENTION I , TECHNICAL INFORMATION REPORT � � �tiL p tir � ,.�'�'� �� �+'�.s, �'C`9 � `' ti, �� _ T ` ,, 'L, I � : ; . � ! � ' I. _ . � a,'�,: ,�r,.'�d.; � `, ��v �. f� � `•,�`•1'���� I '�(!';r1L r'v j I � ������,��—����(y0� _I �.,. != � /� � � � � I � � � i � 3 3 �� MCCANN ENGINEERING, ING ( ( CIVIL&S7RUCTURAL ENGINEFRING �12821-,t9�DR. S.E. � MICIfAEL P. MCCANN S.E. EVERE77: WA. 98?08-9621 C OFF7CE: (42S)337-S07S � Enrail: msquared48�a�ahoo.corrl PROJECT: DATE: / / PAGE: SUBJECT: BY: JOB NO: I REVISION# : REVISION DAT'E: / / REVISION SUBJEC'T: LEGAL DESCRIPTION: TAX LOT 2143700075 LOFS 1 ANO 2, BLOCK 2, EARLlNGTON, ACCOROlNG TO THE PLAT THEREOF RECORDED 1N VOLUME 14 OF PLATS, PAGE 7, RECOROS OF KlNC COUNTY, WASN/NGTON; EXCEPT THE SOU7H 50 FEET THEREOF. TAX LOT 2143700320 THE SOUTH 50 FEET OF LOTS f THROUGH 4, TOGETHER W1TN LOTS 35 AND 36, ALL IN BLOCK 2 OF EARLlNGTON, AS PER PLA T RECORDED !N VOLUME 14 OF PLA T5; PAGE 7, RECORDS OF K/NG COUNTY, WASHINGTOlV. . � ' . ,� SECTION, TOWNSHIP, & RANGE A portion of the NW ',%, of the SW ',%� of Section 18, To�vnship 23 ��; Range �E, yV:LI � SITE ADDRESS The Southwest Corner of tlie intersection of SW Lan�ston Road and Stevens Avenue SW in Renton, WA S�e f'roject Location Map ne�t Pa!�e � MCCANN ENGINEERING, INC. CIVIL&SlR UCTURAL ENGINEFRING 12821-�i9�'DR S.E. C MICHAEL P.MCCANN S.E. E'VERE77; WA. 982Q8-962/ o�rcE: �a2s).�3�-so�s Email: m,tqnared48�a�ahoo.com � PROJECT: DATE: / / PAGE: SUBJEC'I': BY: JOB NO: REVISION# : REVISION DATE: / / REVI SION SUBJECT: Renton, Washington, United States ----� � � � j , , , � � �� ,,� �1 r — � � � _ � I , � = I \�� ti - � � - � �, � � � , 'c� at g' � �� !�1`� , to ��` �Y I \ �'`.. _ rt .. ay �..�: �,; � : , �.��--, r t �� ` � �.,�f`. ;"\r \'\ 4 � �! � / �� ! t.r�\ Sw Lancstm r d&Ste�cr;nve j � qn��_ � � , 5yV � , tij I Ptir1t I ,, ` _ f-.! ' � ^ �1 `� -i Fentcn.'P:F,0055 —_------i I. ' ` � ! / f !�,' �, � 1 t i ( ��. ' � S� gpp: >L� �e� i ', � 1 ! /SC / � �I > � ����i (b � � L � � '� � i a l �n �ent��, � , �/� i� S � �.� � ;�,�� ����1`4 J �1� I � I ; �' ' ' rr ( �\ \ / / � � �� a ' � y� �� . � / � / A �,,/C� 3Pint ti � i �,�., / �' i . 'N sl�in N � , ' � , , \ =��J ,l � � 1�l i l e �ir� d —.t111 ��/�/�11 �VT') )�� I D�.. � U � I �Q �� ����s�i « �j �o` � � � �-�� -.Ai�� � �.� � � , —,�� i � , � =e� ' , ! ` �° � _ ,, ( ( m . �v� ; � ' + . _. ' ' ' � a� i `'•, . � �.\L��` ; �� , � � : � , , `�� , ,��„� _ ; � �� � .� =� � � � ! !�'� ' ; ,��' , ,��; �'��-. � —���,,,-� _ � � � ! , ! � �� ''�," � i , ,,' ` ��a�- I7 ' _li, /''/ �' I � I'� / -'� 5�5 �� I� I - fO i � j/i -�� - , %� a � , i� t ; _�--' �- , :�-� o� o:� _ _---�� i MCCANN ENGINEERING, INC. CIYIL&SIRUCTURAL ENGINEERING 1282I-�t9�DR S.� MICHAEL P.MCCANN S.E. EVER�TI. WA. 982A8-9621 i ' � OFF7CE: (41S)337-S07S EmaiJ: nuqnared�l8�a�y+ahoo•com PROJECT: DATE: / / PAGE: ���: BY: JOB NO: REVISION# : REVISION DATE: / / REVISION SUBJECT: T�BLE OF CONTSl�TS I. Project Overview II . Preliminary Conditions Summary III. Off-Site Analysis � IV. Retention/Detention Analysis & Design V. Conveyance Systems Analysis & Design VI . Special Reports & Studies VII. Basin & Community Planning Areas VIII . Other Permits IX. Erosion/Sedimentation Control Plan X. ' ' , , f Retention/Detention Facility Summary Sheet and Sketch ��-D��a��ie- �� „-- _ _.. . , XI . Maintenance and Operations Manual W � � W � . � � U w � O a� a. ` PROJECT OVERVIEW NARRATIVE Difficult Site Parameters: The only uncertainty was the invert elevations of the existing catch basins along Stevens Avenue SW and the ability to drain the water from the propert�� should detention be required. As detention �vas fot�nd not to bz required under the provisions of the 1990 edition of the Kin� Countv Surface Wrater Desi� Manual (the c�irrent standard tised by the Citv of Renton), this did not prove to be a problem. Similarly, infiltration �vas not possible due to the underlying strata consisting of sandstone and coal. The site survey shows a steep slope area on a small portion of the project, but this is not envisioned to be a problem with the overall development. Natural Drainage Svstem Function: � According to the eYisting topograph_v, the site drains to the east, toward a , low spot w-est of Stevens Avenue SW. As the existing catch basins, Stevens Avenue, and its residences have been in place since 1970 or before, the � existing catch basins on Stevens Avenue have been directing flow from the I� site, North to the storm drainage system on SW Langston Road. Without the existing storm drainage systems, prior to any development, it appears that the storm water flow would have proceded parallel to SW Langston, east to Renton and the Green River, evenriially. Proiect General Descriotion: This project, as currently conceived, involves converting the existing lots sho���n on the site survey to a six lot short plat of an area of 1.00 acres. As detention did not prove to be necessary, the stonn water is collected into a biofiltration s�.vale at the west edge of Stevens Avenue, and directed to a ne�v Type I catch basin on Stevens Avenue and into the present storm water svstem draininQ to the east down SW Lan�ston Road. Pags 1 of 2 � King County Bulld(ng and Land Devetopment Dlvislon TECHNICAL INFORMATION REPORT (TIR) WORKSHEET - . . � - . . . . � . . . � Project Owner _�'�� Project Name ���� ���K� � Add ress �-Yt7 Location � Phone C��.Lo � Township � � Pro�ect En meer 1711�t-i ��,�.Q�L/ Range � g �'�'^— Section �� V�/� Company Project Size 1 , D� qC ! Address Phone ��3��- ���Z�— I Upstream Drainage Basin Size ��� AC • • • 0 Subdivision 0 DOF/G HPA � Shoreline Management �'Short Subdivision � COE 404 � Rodcery �MA�� � 0 Grading � DOE Dam Safety � Structura!Vaults Q Commercial 0 FEMA Floodplain � Other � Other C1 COE Wetlands 0 HPA • . . - � Community I 3C�P-,E1�,0 Drainage Basin/.���� ���� v[ � River � Floodplain � 0 Stream � Wetlands i � Critical Stream Reach � SeepslSprings ; ' � Depressionsf9aPatas- (�ry1 At.�-�) ,� High Groundwater Table ' :=; Lake � Groundwater Recharge '� i I �Steep Slopes �3�1�-' U�''L !� Other � � � LakasidelErosion Hazard � I � • i Soil Type Slcpes Erosion Potential Erosive Velocities �o�c—��A� ; � �1 - - / --- _ � i � Additional Sheets Attatched -- ----- ---_ __ _ __. 1/90 Pag�2 0l 2 King Ccunty Bulidiny and Land Development Divialon TECHNICAL INFORMATION REPORT (TIR) WORKSHEET � . . • . REFERENCE LIMITATIOWSITE CONSTRAINT � Ch.4-Downstream Analysis j�b�l1� a 0 � �; � � � Additional Sheets Attatched � MINIMUM ESC REt�UIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION FOLLOWING CONSTRUCTION .� Sedimentation Facilities � Stabilize Exposed Surfaoe i �' Siabilized Construction Entrance5 � Remove and Restore Temporary ESC Faalities ' � �� Perimeter Runoff Control �4 Clean and Remove All Silt and Debris ' � Clearing and Grading Restrictions � Ensure Operation of Permanent Facilities �' Cover Practices � Flag Limits of NGPES 'I ,� Construction Sequence 0 Other � � Other � � � �Grass Lined Channel i� Tank � Infiltration Method of� A� 1 � � I —'''Pipe System 0 Vault � Depression �,�!!iT'�' � � C Open Channel C Energy Dissapator � Flow Dispersal CompensatioNMitigation � � Dry Pond C� Wetland � Waiver of Eliminated Site Storage � Wet Pond � Stream � Regional Detention Brief Description of System Operation 6��A� � 1U'eGc�G� � Facility Related Site Limitations � Additional Sheets Attatched Reference Facility Limitation � � - . . - _ �Drainage Easement � � �1 Cast in Place Vault � Other ' ,�Access Easement ' � Retaining Wall ; � Native Growth Protection Easement � � Rockery>4'High I � Tract , �i Structural cn Steep Slope � ^ Other • - • • r � I or e civil engineer under my supervisio� have visited the site. Actual � ' 9ite conditions as observed were incorporated inro this worksheet and the ( /� j�� attatchments. To the best of my knowledge the iniormation provided _ _ I here is accurate. p^d'oN• -- —- — -- --- ---- ---- --- --- - -- -- - - — ----- ---- --------� 1�'90 4� � _ � ' �-� � ' - - -- �-�- -�- - - - - - r,�, ;.-� r. �rs,��. ��'_'_'_ _ }� I /`'� 1� \�_� �• � •+ • ,` \ � ` I' `� V.. ;1 ' � � _ i _ ._.•� , — � / / � 1 ,� � .'� . � f� . . , �_ � � , , - _ . _ _ . . � ���� l �,/ � 1 �� '� ... ' � .. ' ' � ' L„Lr_` ' � + /�, /� - �.� ' t— `,�� ' � r . �:� _� , ;= �° 1 � .oti, �f.-- . ._ . :-- _�=: \ n... �� t`..�.�1 r' �.�� \ � _ 1 . _ . . ��•. -� - . . .��— 1 .. � � �� - ., .\ ' ' Ir�� � �p , _ ' � �, : - �...,. -- �6ASi�t'� . y` � � t _ ,.. � `' `R' , � � ' � < _ ' . �` $ � f�� � _ �� ��''`' .. _ .�-�9 ,.\� ` �r , 1 �I��. ' . - '� J ' PV�� ���''� �� _- - _ . ' - �, � -- ' r! , �-_ r -� `'�, .`��_�_ �� ... �: �� ,,,, 'i _ , f - 1 � - ?"�, '_� �. esc:�.—+ "'� � + 3 j . � �7�U ' _ - � _ - -- -. � , ' ,. _ � _ • ° - ��� . i J��/M - �_� ii.'' �\ � '1� - i : _ o•••• � F1gt1I'E 2 � � -`��„�.�� � • ` �� i .-�r''�. -'- -- _`� DRAINAGE BASINS � , ; . �,� -, �. � ��. ',_ - _r ` Kiny counc„ � �_�DR NAG � '�' -- ` _ __ - �„ � ._, . , ,\ , _ , ' ��� - �� _-;--- � � ��� �� � �: � � � Major Basin Boundary - -- � i ` _ j W ����������" �, �`; - �` Sub-Basin Boundary •�� �� �� `�"� _ '.+ _ ':r- ` ��" j; - �. t . , � � Sourv: Kinq Courtty SeRsitiv+Arass • � ' Map Fol'a,Wetl�nda Supplement j �•� l'+� � 1� =, �o�-no� ' o i � 3 a s e � e M��•+ i: 300,00o L,� MCCANN ENGINEERING. INC. , I . ! CIVIL &STR UCT(IRAL ENGINEERING 128?I--14'N DR. S.E. C .�IICFG�EL P.,LfCC4NN S.E. EYERE7'T. W.A. 98208-96?1 OFF7CE: (d2S)337-5073 Enrail: msquared48 n�hoo.com PROJECT: DATE: / / PAGE: ��CT� Bl'� JOB NO: REVISION# : REVISION DATE: / / REVISION SUBJECT: - - a Q 7 . _—__' ____,__—__—____'—_____ s' _ __ -ti�'7�fq � i . ——— —— w r�5 . �9�O S�' I � �n a ' � � 1�. � ''�.� sj�q� : � ` ' Washington ._�.. t. , = N .� � � �� ,: �,.p��!� �� v�: ,r `' � � c .^>�>'iN� ly P�`-� 'i . I � I � ' I`-���J 'Q ` (A 'Sl. 'm y�^ � l � . � - I NE PTX ST > �N � . r \` r ` ' I ` f �aifST� �al'^���U a1 `�S�hNr�Rf'f< •T �: ,� � � I '"��199�t� 3� t _�''..=!��i M � 7 _.� .���i�wi s�" �=N ��N�f . � � �N ���� _ , ,� y� o P 9 � 'P � 1 2 — .� ��n `� � � '-�fj��o- G 4r�. ____—__---______ fowruu� _ �, • y`511M" �V� `i� O v • N •� ' ' C�fMOP1�� ����'.2 ' '3� � r 'z ..q. 9 aucw vu< � . ;°9 �4�i I� Q. y�`" SSi � ".,^ �, "� . V5.J` .r i�. . �, �Y P` vL Y �Y �R <Jy '�6 i j , rI . °� ✓ � T �'�', QP /���11(� bp G t i N-� � . 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I f<}6e+t-�j � �1 �+ rauma�' ' �—l` r�v �j n—�____— _ � .���' J _-—3,.' � - � . '' ' � •BLAVM1^� a�/ ' . 9 OM � r 'S iiTN '/ •WST � . `,4 y/'i s* '��.:�5`'i ,, ,P,.�c � . j a �'.i s•�� '�� \�RIVE. /y . �TM�I ' T�,.���t ri5 sl T �, :�4 ��=; "J�' �-`'_:-: _� � - � _ � :s_,•��, , �' 6 S�ITM r S� 1 S I �'�✓ ICIi�JiTY MAP � i W. �r. '" __ _'_"" � 1 � �2Q /� 2 ZO ��O �� � �Z �� ��cl � ��� � � A � �, z � m o w w � ��z o �o �c� m rn � o w y Z � � Z �' z �fl N 1 T03'I S£(P) 6B5.68'(P) � _ _ � _ _ _ NiTs431 E(M) 6B5.45'(M) _ — /� 67B.77'(C) - -� % c.� Y ti� N�I A 1 w O W U o�.t -.4 � � b = � EAPLINGTON AVENUE SW � ^o -�� �� �w �N I rn0 nro `'p �-V r,—�Jr- - - -c'��'o- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� `" � .� o � �� � �... 2 � � � U � REV.#/DATE: SUBJECT: MCCANN ENGINEERING INC. CIYIL&STRUCTURAL ENG/NEERING 12821-49Ty DR. S.E. EVERETT; WA. 98208-9621 MICHAEL P. MCCANN S.E. OFFICE/FiLY: (425)337-5075 PROIECT: DATE: PAGE: SUBJECT: BY: JOB NO: , i , � II. I � {� PRELIMINARY CONDITf4NS SUMMARY ', KING COUNTY, WASH [ NGTOI�1, SURFACE WAT' ER DESIGN MANUAL (2) CN values can be area weighted when they apply co pervious areas of similar CN's 4within 20 CN points). However, high CN areas should not be combined with low CN areas (unless the low CN areas are less than 15°6 of the subbasini '� *h�= �as� ����ar�*� ��,��^ ,�.�;,�s ;���,,,:,ca ;,;, generated and summed to form one hydrograph. FiGURE 3.5'A HYDROLOGIC SnIL CROUP OF THF, SOIi �" � r�� � r ,t �T � _ ___ __ HYDROLOGIC HYDROLOGIC SOIL GROUP GROUP• SOIL GROUP GROUP* Alderwood C Orcas Peat D Arents, Alderwood Material C Oridia D Arents, Everett Material B Ovall C Beausite C Pilchuck C Bellingham D Puget D Briscot D Puyalfup B Buckley D Ragnar B Coastal Beaches Variable Renton D Ea�lmont Silt Loam D Riverwash Variable Edgewick C Satal C Everett A/B �Sammamish D Indianola A Seattle D Kitsap C Shacar D Klaus C Si Si1t C Mixed Allwial land Variable Snohomish D Neilton A Sultan C Newberg B Tukwila D Nooksack C Urban Variab(e Normal Sandy Loam D Woodinville D HYDftOLOGIC SOIL GROUP CLF,SSIFICATIONS A. (Low runoff potential). Soils having high infiltration rates, even when thoroughly wetted, and consisting chiefly of deep, well-to-excessively drained sands or gravels. These soits have a high rate of water transmission. B. (h1oderately low runoff potential). Soils having moderate infiftration rates when thoroughly wetted, and consisting chiefly of moderately fine to moderately coarse textures. These soils have a moderate rate of water transmission. C. (P�toderately high runoff potentiai). Soils having slow infiltration rates when thoroughly wetted, and consis:ing chieHy oF soils with a layer that impedas downward movement of water, o�soils with moderatefy fine to fine textures. These soils have a sJow rate of water transmission. D. (High runoff potential). Soils having very slow infiltration rates when thoroughly wetted and consisting chiefly of clay soils with a high swelling potential, soils with a permanent high water table, soils wich a hardpan or clay layer at or near the surface, and shallcw soils over nearfy impervious mater"�al�Tk�se soils have a very slow rate of water transmission. � ' From SCS, TR-55, Second Ed'Rion, June 199�6, E:chibit A.-t. Revisions made frcm SCS, Soi( Ir.ter�,retaticn Reccrd, rorm �5, September t988. ��� ;_�-� t l,`�- .��, �� �. , �����0 MA�L Print -Close Window Data: Tue, 23 Auq 2005 16:52:21 -0700 F�om: "Gary Fink" <GFinkC�ci.renton.wa.us> To: msquared48@yahoo.com Subject: Renton Storm Info - SW Langston &Stevens SW Mike, Attached are scans of a c�uple o� drawings we discussed �oday. One is from a 1970 stree� project on Langton, the other a sect�on of our stormwate= maF at tais intersection. iiopefu�ly you can glear. the �^forma�,�r. ycu requ�re fror.t �hesz. I �rill be o�t �`_ �`f_ce tomorrow but checkir.g messages, should ycu have azy ques:.ions . Regards, Gary Fink Attachments Files: ----------- - - — ------------------ --- I � SW_LANGSTON_RD.TIF (206k) I' I � SW_IANGSTON_RD_STORM.TIF(206k) fl�i�) � llti i ����! i11;1ii 1{l�'li l;�lfll'':Ill� ��illl`.��.��Il�f�f)�i . �il�`�)\����5'1�(1 �--�')" -�� i�)�)-�-� i-������ i _ . _ :�� r E3 • 7 T23N KS� w L ` - � m 1 � ,t � ; i��; o � „� n.n � a � '��"�w ` , .��,,:� � ; , � 1 '�r' w ro- ``�}'�� N '� U �i���� 16 ��--�C�O W � ✓ � � �� r T( �� j/ � � � � � ipM-T( V 10�� .r ```` ` �`\ � �� � \`� 1L.0!S 16.Li tO1fY6 tOVN-+ ��i d ��� ,� � �1 I��Q � � /, � ` { 7 � N� � 7 . 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' �"_ -:; ���' ,; ,i6O 9 �; l.�..� , .,,. p� �� , ?j;�� i .i •.: �.��� .�`. ,� „�^�' ; .._� 1 u. � i{:•a::' � �':, i\� '.Lony�crri�� I Pu •. .� CI5) y.•� , � �J' ��' O ,'� I . � �; � ( -s �-i\�u. ,j� �� P'' I wo .o� .bo c „ w�_- I ° � � � ur •.r j (pR�� •'�' 1, ' ^� - �.: -cw� -_- � _ ' ��-� B -'. _-__".�.k-____ •j5' �"���,� : .', -----��� � �, `�� �� � �� � �.� � �'; "-" �.°.R' _ � � . �" �� Gn q `I. a . �e. o,Z-- vv So � I �I���L.J�.�r�.-1 -�11.....�,j II. � ^ .�\�•, 2 W � • Pii '1 � •;X I • 1.:1��• '' . , . . . I � i /o oti �� o �,��V'�� ti° ��a �olls to daik ye owish-Crorn gravally Sandy loam th�t q ��o ,��,;a�� o a � p�t .1Ner excends ta a depth of about 19 inches. The lorer ' c4y`��P'o ��4o yy4� ~ ,,,o�trscu�; p�rt of che �ubsoil is olive-brwn vary Qravelly �,D � a` o ��; � e��`�.,y arsv�lly � sandy loam. Fraccured sandstone ie at a dapth of ��fy 4P S1�y4��.�Y ` •�ola ��13. i�OU[ 38 111C�10l. �,Y'hy^ti��°^} p U,.eros�o� haeazd is Benusice soils ara used for tlmber and pasturs. , s ' Q� Some areu have been u�ed for urban developarnt. Q urban development. Ca- � e.t for _., �oaJland Rroup Sd2. Bea ite a ell sandy loam, 6 co 15 'ercant e macerial (M).--This is a level slo e (Bel'). Areas of this soil are 20 acres or rE°"°"� more i s' . Stopes are long and convez. Y s�oF,ing, dark-brown gravelly os very Representailve profile oF Beausite gravelly tty sandy loam. It is vary eimilar to Evarett tandy loam, 6 to 15 percent slopes, in woodland, ��vetty sandy loam (see Everett serief), but it 570 feet south and B00 feec eas[ of the norchwest h4s be�n disturbed and altered chrough urban dr �orner of eec. 29, T. :4 N., R. 6 E.: velopment. Mul�icolored very gravelly coarse nand is ac a depth of 8 to 40 inches. Anss an coamon- � ly raetangular in shape, and range froo 1 to 120 01--2 inches to I/2 inrh, undecomposed leaf littas. acres in size. 02--1/2 inch to 0, black (lOYR 2/1) decomposed Representacive profile of Arents, Everect mate- leaf licter. rial, in a homesita, 440 feet wesc and 300 feet A1--0 to 6 inches, dark-brown (lOYR 3/3) gravelly north of cha centsr of sec. 11, T. 2a N., R. 6 E.: sandy loam, bra+n (lOYR S/3) dry; reak, fine, gxanular stxvcture; soft, very friable, 0 ta 8 inches, dark-brwn (7.SYR S/6j ;ravelly nonsticky, nonplaatic; many roocs; s1lQhtly fandy loam, brown (7.SYR 5/4) dry; massiv�; acid; clear, wavy boundary. 5 to 7 inchef soft, vary friable, nonsticky, nonplastic; ihick. few rooss; 30 percent ;ravel eontent; 821--6 to 19 inches, dark yelloNish-brown (IOYR 0/d) slightly uid; claar, smooth boundary. 8 to aravelly sandy loam, liYht yellowish brwn 14 inches thick. (lOYR 5/d) dry; massive; soft, very friable, 8 to 60 inches, Qr4yish-brwn and liQht olive-bra+n nonsticky, nonplascic; many roots; sliehtly (2.5Y 5/2 and 5/4) very aravelly coarse acid; clear, irregular baundary. 10 co 15 sand, liQht asay u�d lieht y�lla+iah bxown inches thick. (2.SY 7/2 and 6/4) dry; slnale grain; loose, g22--19 2o S8 inchas, olive-broun (2.SY 4/A) very nonsticky, nonplu tic; Few mots; 55 perceni gravelly sandy loam, li¢ht yellowish brown aravel and 30 percent cobblestone eontent; (2,SY 6/4) dry; massive; soft, very friabls, medium acid. � nonsticky, nonplu cic; co�on roots; mediw acid; abxvpt.-izregular boundary. Tha upper part.of the soil nnges from dark IIR--38 inehes, fractured sandstone; mediwn acid. Frovn to olive 6rwn and from gravelly sandy loam ' very gravelly loamy sand. The subetratun rangse �m black to olive brown. Tha A horizon ranges fzrom very dark grayish This soil is somewhat exeessively drained. The bror+n to very dark brwn and dark brown. The B eifeccive rooting depth is 60 inches or more. horixon ranQes from dark ;rayish brovn to dark Per.neability is rapld, and available water capacity Yellowish braun and olive brown. It is gtavelly is low. RunofE is slow, and the ezosion hazard v+d very gravelly sendy loam and gravelly loam. . .s slight. Depth to sandstone ranges from 20 co a0 inehes. This soil is used for urban development. Ca- Some areas are up to ?0 pereent included Alder- ,ability unit IVe-1; uoodland ¢roup if3. wood soils, rhich have a consolidated substratum, and Ov¢11 soils, which are underlain by andesiie; some are up to 5 percent the vet Plorma and Seat:le Beausite Series soils; some are up to 5 percent Beausite soils 2hat ave y oam su�ac2"tayer-af+����hteil; and The Beausite series is made up of uell-draine � some are up to 10 percent soils tha2 are simil3T.-e� soils that are underlain by sandstone at a depth Beausite soils. 6uc are more than �0 inches dee0 oi :0 to a0 inthes. These soils formed in Qlacial over sandstone. Senosi[5. They are rolling to very steep. Slopes '� `��" � ��e encer a are 6 co 75 pertent. The vegetaiion is alder, Fir, fev cracks in che bedrock. Perreabilitv is cedar, and associated btvsh and shrubs. The annual mode;acelv raoid. Available water capacicy is low. precipi2acion is a0 to 60 inches, and the mean Runoif is medi�an, and the ha:ard of erosian is annual temperature is about SO' F. The frost-iree moderace. season ranges from 160 to 190 days. Elevation is �5 soil is used for timber and pasture and :or 600 co 2,000 fett. urban development. Capabili:y unit IVe-2; woodland in a representacive profile, the surface layer Sroup 3d?. s:d :he upoer parc of the subsoil are dark-brown `��`�\ ���— '1 �. r„>�_Md�Y, ,s;_, � ✓•.�� ��'J�_t!.(.,' Se7.S6(Mi Nl7'25'r'�Y(P) (B<Si5 Of BURiNLt) . �`_ _ ___ _ __. - 6I9.19��C) - -F„__' _ ' _- _ RIN.:�JH.66 h C 630.00'(Ff ' lC NW�iJ1.97(1'CVL') �V O IC N�1J7.87(11'LONLJ � q ri �NO L01lC. MON.� I 9+ p }'� - -�' �IC C.iJ7.77(11'CONCJ _45E W BRA55 P/N I R� I��AU D P N71'S'1`�V' '�TMBER. 199lf / . - � p'�'� / � s9o•rP� S LANGS �-�----_-�-- �. _- � 79 B4'; � HIM�IJ5.98 �+1�„ I . i ——————�o(olnv�— �, � � �r N_iss.e.�rs-coNc) �i o,` � � � ! a lE E�179.57(11'CONC) •.. :!= �". IE 5�130.09(11'LONC) O Y V m i I �� ��i ' ' � I�p1 1 �o' ie w.��z�e N-Pvc) NOTE. � �� a � _S 5 .,,', JO' i � I I I I B090 50�t a 7ME�N7CF ? y) � , i _ csr�eus °q�`' U � q � R/M�IJJ.BJ S�AKE��� N W L� �Y, $ � lC N�iJ1.05(12�CONC) lM'7NE L �=�k � � I � � � lE 5�iJ0.88(17"CONC) M�'�CM1 �O � �' 3 � �" u UIY 0�F y AF)[N IN � I� j . � I 'a �'" J P(q7 AN: � I y ' I �N% ,�G. MplUNCA I , I � � wFRE N[L y I I I � „ ;� i.°� �ti� coc�na: I I � ' 19 E9' z l0.00' �O� � I I � = js�z�e'scZ i 57178'S6 f qo � U �-? I . .� I . .. I � _ -i z F- ;�i � i r 1 Z � � �� R/M�I]JJO '�' a r � � � - � I� ��o o�7 e �^ LECEND: �� ra m e� � � I �� soo w � I�� � � � FOUND IRON PIPf s �"� e 1O RIN�IJJ.1! 8 ���'� w V] 0.6 I'S M'L Y O F P R O P E H 7 Y � i N � L/Nf PER ROS YB/1J3 \ 5717a'367 7990' 79.90• ti IC N�1J0.81(1?'CONCJ • SFT 5/E'R W � i f'EB 1999 I �E S�IJ0.8/(7?'CONCJ W� w 67.90' C1.Y0' 2 �,G lE W�7J1.I7(6'PYL) C/P EDGf O!Pi W � � :.J ►7 � � I � s�a,e'str w W` Riw Aw.wr or n z h . ;�� W n n � W � � I - mo � n � ,35 L01 ''F7 : ��a ( j� rn[Hraae �.i � ;, � ^ > m+ee cavNEie i P _ ;, 5 h s� „ �� � � � � � I r.s wcsao- � e � T � o y000 =i -o� rro�x Aau z � o.0 soun+or� I � s a �+ ,� I �� �j � s c i r[x u,vn W v Z 2 e '� I PROP.LINE 57770'J6�E ,"�. 5777E'J67 � U p -; BI.80• 5 � NA7FR YCTC � � I O I fWNO R£BAR [, IIB.E6' e � �5 � W � . . m rzttp�yE 0.' a 0 I7'S[OF q H � ... � v1 V � � PRQ�.l/NE g �' ... P u,OV h 67.DI' 2 a kWSC h � � GTpI B151/ r`� � ai . . �FB. I➢D9� q5�Sp FT 57278'36'E �i'r� ,� � m 7E1EP1IOW[I U1�� V JJ.� 4 Qi' RYY�I.N.89 �pp��ry IG C) � � I - - - -;.W � 1 � � �O1 ft lf N�IS'1.86(11�CO�K) � w � '� �N�E K �.Q i�f1 � y{ y�p9 5� Q � (FI) KILIIF PE�P � .... : �yrt�yq7 ..�..'.- �o.�� � s�z�e'see sr.va� ^ Av-iaro w (o! v�cuevtie � ^ , N i � �ao. cces eas N 8 a�- �u� �c�swm � a ,,I �' I = rar Or a ti el w (cJ c�ccuurz, sn�e•sct 77➢.69' ,•�\ I - - - - ' h 9 � µ0 PUT lOUND IXD IX2 L07 STAK[ � o , o � � � � I Aw � a A7 GRQ�CRTY CORNER � � � REPLACfO M77N FEBAR�-� / /. - / / ^ n �� ' �`� /� O F I-� F- I CAv GS 793J7 `p�. a u' �'� ¢p /y I I I � Vli �''\ ''�J I � W ac W W W FEB I999 I ' � O m I . . � � fFNCE ON LINE Fq/ND RCBAR k GP I _ _ _ _ _ _ _ NS/2D NOV. 199J_ __ _ _ CS 33?�(FtB t999) (.y J � _ � FOVND OlD w�7W N1/B - - - - --� !0' 0.' tA d tn ON[m'E FFB. 1999 �� I �OUND CONL. MON. I L_�-______R�__ _____-__'_____�_____J � r%BRA55 PIN I.5'DEEP � --------- (NOYFMBEx`. 199J) h S11 JflU PLACE 619.9L'(P) ~ c T CR( � � _ _ 61D.61'YJ _ _ _ "�— _ N�s•sroow�,v� — �— — � �A �� H7:36'�S 1Y(P) i'DUHD RVLRdD $PIKC WliN PUACH � )]!PO IYOTr�K 5[ � YARN 0.7'DOWN (NOIT✓BCF, 199.7) � �xlsrw�- Lo� L�vO�Tro�S . ► eh 204 q� rw.�__._,_'t3�___'. `� � ....,......,.,,. o M � , �� T, oe` v � d..... e M�.�:.,�^sr�.,_ i ,.e.,.,,_.._.. ,.. � ,. I95 ...... . " I .._+.u-��.�. �...�. ..... m�i.u....�.,r.. � ..... . . ... w .n.�no�n.�..��� � ��� � .�...1!0 ` {L 19C ............�� I �U� '. ............................... 1 �IB] � �BS. , ...................� � ��.. ... � LOT M6 1 .... ...tY0 � (]U256 Sf) "� � I a.n., ....... 1B0 . �"'� ..�1]S U , „� . .. 7� ti .. .................... .. � �,o _.�.. � _. . V z o m nu �we - ��.. . � .... ico --—� �W "' v...*. .. ,ss._�... _ :._ '"' W� W I � I W i y u • ............�i ... i � W. ...._ .� t ...�� . �V 2 �I. l60�'wl k I �� LOT�S .....-'f ,�,�� � � ._..y.l....,�� �z000 sn.���'- .I , W U i � � ' - — - - -- � � � a — 1�3 I ...�-' —�—. �t ....� � � N�'. :35� i ...V�V`i I... �� J`�`���?.��......... mr.r � � •� �" „�� -- � `v � � � � -- � __..._ _� i o e... ��,..�•� . , i_.. a ,... +=-----,-�---? - � �� � � i �ot��a ;I � i.. 4 I � O�!!7`-v �iGjng� � � I� (Si109 f) I I � � 0 � 1�5 § l � � E��sE� � ' "�y ' � � , I ,�i �:.� a � ��� u i `. �oT n � � z w i i cs,�o Yr� -. J i � f- F- F- r/^� Q I I t , �j ^� LOr�2 I I' � � U U U J � tl I •N-O C I �S�n:.r� I ua' ;OT Y: ' �I M < it W {37 ^ �IM ,.o ; y � w rn�� 1 ce`o�our' m� I il �� � v=i a �,i, t '� ,..�y� , � � c�_T—�G.--�r.�►�= p � ,,� lo" � ' � �' �R'r.r � �l � sw/�tt,c- �` r -��,—�� � -x.�--�- -��-_ ,, t�-m,r - 1 - n , .._�.a.. �,i. �.r �� _ „ . . - - - - -_____ �..�. -- - - - - _ _.- _ _,___ _ -o:•-._._�-t_ __..._- ���.- ..Y...o_ _ a� , _---- � �jP� � �n_- ---------------—� ns —------wera------------'�- _ - _ �______ +�e __ S 1 E V E�A V ENUE_$.W. t _�_��__ ,s -�---- - �Ro�'?AGE IMPR�vEMENT PLAN �.� ����,�2�, Se,�?�tIL �lN�'- C�,�..�D��it.o,,, �IOO�MAI L Pdnt-Ctoae IMndow o�a: rnu,06 Oct 2005 08:30:00-0700 '� From: ']an Illlan'<JllllanOd.nnton.wa.us> To: MSQUARED480Yehoo.com Su6J�et: Sldawalk plac�m�nt Good morninq Mike, Attached are co�nts Lrom Transportation on the placement o fthe new sidewalk. Pleaee call if you have any questions. Thank you. � Jan Illian Development Services City of Renton 425-430-7716 Attachmenta Fiks: ----------- - --------------- I�SuLCh�n_ShorLPMtdoc(45k) Vrevlew] _ http:i/us.C�00mail vahcw.com/ym/ShowLcttcr�box=lnbox�MsgId=5578 16ti01940_�170;_. IOi6i"?00> Uti`SY O� PLANNINGBUILDING/ � i � PUBLIC WORK.S DEPARTMENT ��'��� M E M O R A N D U M DAT'E: Odober 5,2005 TO: Jan lllian,Development Services FROM: Bob Matu�Transportation Planning,x7322 SUBJE('T: Sue C6an Short Plat As you requested,Transportation Systems staffhave visited the site of the subject short plat and have the following comments regarding curb and sidewaik location on Stevens Avenue SW abutting the site: • T'he west curb line on Stevens Avenue SW should be located so that it is 16 feet fi-om the centerline of ihe existing 60-foot right-of-way(or 14 feet from the west right-of- way line)to estabGsh an ultimate 32-foot roadway width. � • The e�dsting curb retums on the south side of t6e Stevens Avrnue SW/SW Langston Road iMersection appear from Seld observation and measurement to provide the desired overall 32-foot roadway width Therefore,the e�dsting curb return on the southwest comer of tttis imersa.tion would only need to be extrnded a few feet to match up with the new curb line to the south on Stevens. A portion of the existing curb return and sidewalk will need to be removed and replaced to maintain a 6-inch curb height on the curb return and to accommodate handicap ramp needs(see comment below). • Locating the sidewalk adjacent to the new curb on Stevens abutting the short plat site is acceptable. This should allow the existing power pole to remain as located and be out of the sidewalk area. • A handicap(curb)ramp should be installed on the southwest corner of the Stevens/Langston Road intersection. This ramp should be located to serve both east- west access across Stevens Avenue SW and north-south access across SW Langston Road. A handicap ramp should also be installed on the southeast comer to provide continuity of east-west handicap access across Stevens Avenue SW. This ramp should be located within the curb retum similar to that noted for the ramp on the southwest corner. Cc: IC:irl Flamilto4 Transportation Operations 'Jick Afr.�li,Transpottation Planning&Progr.uru�ung File .�.���,,.,�..,,,irm„c�,�:M�,M...�n, v �...�.�� , 4.. SIS�I�dNb 311S-��O ; "III � OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual,Core Requirement#2 easin: �y(2{���.( QIV� g�/� Subbasl�Name: G�[�•� �1���) SubbasinNumbar. — Symbol Drainage Drainage Compo�ent Slope pistance Ezistinp Potantial Observationa of field inspector Component Type, Description �rom site Problems Probtame resource reviewer,or resldant Neme and Size dischar e Ty�M:sheCl(IaW.tW�ll, COf161l�G�IMU.Ulldtl GPIC�I�',P011d110, sre map Wrwm,channel,pipe, hMnape Defin,vepetalbn,eover, 16 11q M•1,320 ft wcloppinp,fbodlnp,Mdlat a ageniam InMMry�rea,GkdYwoU of pohlem, ponE;Slxa:tllemeler, deplh,lype ol sanmihre xea,vdume � tlesUuctbn;ttourhp,Denk abuphYp, owrllow palhw�y�,pol�nU���. suAeceeree � � - tedknente�bn Ficlsbn olMrerocbn O TY�'E�GF3 i u Frur�T o�319 -�vr� � g � s� 8+�,rA� o� Eecb'�cvv fnorN G�ft�e( ti/f1lo�vr 6rM-A�c cf3 S�T 7� Noue cu.�vx, UJ�¢y �'uf c�LYS' O rQ�l � a, � L 91 oa� ,�uer�T�r. � � iNPna�r oe cxrr.�r,�.�v.j .tm,�.� HtB�ie.�✓�rew,Goa.�w( f�„� �„� � J 1�1 ,c� - NE� corws--�,=Si�r � c52w.cs,��+ �� _ `f/ N LA.Il�/e./. 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F'YEREI7; WA. 98208-9621 � OFF7CE: (42S)337-S07S Enrarl: m.iquvred48(a�+ahoo.crnn PROJECT: DATE: / / PAGE: , SUBJECT: BY: JOB NO: REVISION# : REVISION DATE: / / REVISION SUBJEC'T: �`I�F l � �7r�2,,r� , z4tt Q � ����� 25r o�'/oo c./�, ► �� �'ou. f'� ��� �AU.r�� ����- g�/ ��1.�.�G-' � �iu�►��� G� �i� = ( �oo A�-�' ���,�s3 � , ���s -�3,s�o �j�.rSi��� A�'-�= `lZc�o ��crs�: ��c� A� P�E - r�79 �t�12.�1� � �y = S I DlSi�r2]�,�,o c3�GL'.D� Z'=� �-(r�:c�l�. �J • �= ,3� � I.00 - ,Z - .39�-.d1 - . 39) �s��-( G� G� = R l �J �� ����� � C�y �O �: �x��--,� -.o-, =� 3 �- //YI��/�o� e �L 9� � ��� �- .� ZS�St� � ZOx�-S�X Z� 3210-�2= , o� ►� � 2SS�v _ �V�r�i� ti��°� _ ��I��'ro�o �� �c� /�-- 07 . J��v�v�o : � — �, �3 A� C,,��,�� � �°� ��� 9� (2v) +- 9°(�� —. �� � So ��i ; -�.�3 �= z o ��,- 3 _ � � _ , �n 2�9 ���= 3. � KING COUI�ITY, WASHINGTON, SURFACE WATER DESIGN MANUAL TABLE 3.5.2B SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS i �_ � SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type tA rainfall distribution, 24-hour storm duration. CURVE NUMBEAS BY HYDROLOGIC SOIL G P LAND USE DESCRIPTION A B C �D Cultivated land(t): winter condition 86 91 94 95 Mountain open areas: low growing brush and grasslands 7a 82 89 92 Meadow or pasture: 65 78 85 89 Wood or forest land: undisturbed or older second growth 42 64 76 8t Wood or forest land: young second growth or brush 55 72 8i 86 Orchard: with cover crop 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. good condition: grass cover on 7596 ^ or more of the area 68 80 86 I �u) fair condition: grass cover on 50°�6 ���� ;0 75°�6 of the area 77 85 90 92 Gravel roads and parking lots 76 85 89 91 Dirt roads and parking lots 72 82 87 89 i Impervious surfaces, pavement, rcofs, etc. 98 98 98 98 Open water bodies: lakes, wetlands, ponds, etc. 100 100 100 00 Single Family Residential (2} Dwelling Unit/Gross Acre °,6 Impervious (3) 1.0 DU/GA 15 Separate curve number ' 1.5 DU/GA 20 shail be selected 2.0 DU/GA 25 for pervious and 2.5 DU/GA 30 impervious portion 3.0 DU/GA 34 of the site or basin 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU;GA 50 .� 52 —E-- 6.5- DU/GA �4 7.0 DU/GA 50' Planned unit developments, % impervious condominiums, apartmen;s, must be computed commercial business and industrial areas. (1) For a more detailed description of agricultural Iand use curve numbers refer to �tiational E^g�neering Handbook, Sec:ion 4, Hydrology, Chaoter 9, August 1972. (2) Assumes rcof and driveway runoff is dirocted into street/storm system. (3) The remaining per�ious areas (la'vvn) are Consi�ered to be in good cond+tior fcr ;.^,2s2 �ur�2 rum�ers. ����. 3.�.''-3 11;9^_ ,�<� KING COUNTY, WASHINGTON. 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E�'ERE77:WA.981 08-96 1 7 CMICIIAEL P.MCCM/N S B OFFlCE/FAX(!15)337-SO?S PROJECT: DATE: PAGE: SUDIECT: BY: JOB NO: �` KING COUNTY, WASHINGTON, SURFACE WATER DESI (3N MANUAL TABLB 3.S.2C "n" AND "�" VALUES USED IN TI11�tE CALCULATIONS FOR HYDROGItAPHS - , � L •n;srwa Fww ec�,aiwn�.�.�q•+vaNw(For tM hMW]00 11 d travM) n�• smoan wn.c..s cea�a«a+w�+w.a�.a wn n.ra a.cwd ao+) ao�� T� � Fwow tWtls or loow ad rrfac�(ro rNldir) 0.06 , Gltivat�0 so1 wMh nsidw cw�r(a<. O.TO(1/h) 0.06 Gplualod ad wrh nalOw cow�S>0.20 h/11) 0.17 Slwrt prairia prass and lawru O.1S Oanf�prus�t 0.24 Bwmuda prau O.at Ranq�(natunl) 0.1J Wooda or fw�st wYh I{phl urdwbruch 0.�0 —�� Wooda a la�si wiin dorw udu0rush O.DO •Mannlnq valwa Iw shwt bw oNy.6om Owiton�nd h4aadows t976(SM TRaS. 1986) I 1r VMu�s UNd In TravM Tlrtr/Tlm�d C.a+c�+tnllon C�IcWllons ShYow Conpirraad Flow (Allv tM MYWI 900 R d stwot Ilow.R �0.1) k� 1. fwpt wth Mavy 9raxd IMw ard rtwdow�(n.0.10� � 2. &ushy pround wYh wnr uws(n.0.060) S J. 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CIVIL dc SlRUCTURAL ENGINEERING 12821-49�'�DR �E C MICHAEL P.MCCANN S.� E'iiF_RLTP, WA. 98201R-9621 r OFFICE: (423)3.�7-S07S Email: nuqwared48�ahoo.com PROJECT: DATE: q/ Z7 / b� PAGE: SUBJECT: BY: f yI�YJ JOB NO: O�'(gD REVISION# : REVISION DATE: / / REVISION SUBJEC'T: , v`1 �� = ,08 1�os = . oe 5�- 3X.o f�� � �'� _ d1� I � • �"+'" 2 �`� �;o'e�`� h' S�aC'o �lo,�, .Z � 8� �o v�� � t�{ry = �iz�� <5,0 �- 7�r ,o� ? � '�� �i vv�.V 1,��-� � �� �� i l�/y � W 1� �N I � , �C.�o �o�J ��� _ " ' `� i � I N � 3-3 5W { p� ---. � , � � � _1 . � -� 1 �, � �� 3 3 � 1 J ! y //- G � l �?�l �� - ��o ��i / J / � -� � �� i � , - y 1'_x"m�� vA��� � �� � �,� � , .�,� � � , � t�ve 7� � � � � u,�-p�,-�2 — �. I �oi�-f1,<�� E'�- �L , �—� c,� � 1���c�- � � b � � t� t'� °z `.�, � 6TEADY IINIFOAM FLOW IN OPEN CHANNELS 7-3 � - � the two sides of s canal. Often Lhe uphill side ot an earth � 6TEAUY ONIFORAi FLO�Y IN OPEN CfL�NNELS �-17 cenal will have a eteeper slope than the downhill side. As indicated in Fig. 7-2a, D is the mazimum deptt� of water Valuee of n to Be IIseJ with the D4anning Equatiou and 6 is t boitom�vid6h e canal. The area ot t6e surr.�. s�.c cooa F.0 B.a _..._....__._.--- - � +l n - r ---._._..---- � � � e •- ---.e .... ' I.-- --j---�� Ro Uncoated ca�t�'uoo i - . ' ..:"•c'�cv:._ - -_ =`='a".:;' � ,b � � v w............... 0.0�2 o.oia o.o» o.ots r , " p _ cn .._... -•--• - --- -- Curted cast-iron pipe.......... . .. 0.011 O.O1Z• 0.013• � 1�.��•. "'� Co�r,mcrci�l xrou�ht-iroo pipt,bl�ck... O.O1Z 0.013 0.014 0.015 ---b-•��•--•- ---b--••• -• � Commrrci�.l w•rou�hLiroo pipe, ��1��- .� o�,�d .... . ....... 0.013 0.01♦ 0.o1s o.017 (a)Trapezoidal (b) Rec4angular � � C ls7 Jmootb br�u and�Iw pipe........... 0.009 0.010 O.OII 0.013 \ _._....._. �. •..� .�. � � x Sn�ooth IuclE�r�nd welded••OD"pipe 0.010 0.011• 0.0�3• e _e . _-_T•••---- � � Rivetrd�.od�pir�l�t��l pipe........... 0.013 0.015• 0.017• ' ... .. .. --- 0.030 _r.r..=- -"._._.. ' c•-r=•': = \'itri6ed�ewa i . { } 0.013• O.OlS 0.017 ' -"''" • D De.................. p.011 ....._.... ..._....- •'••:D•-cc•: •'•'-'•- • � ... �---•--'.. •"- •-•- --- --•• � .... � Common clay draioa�e til�............ 0.011 O.OIY• 0.011• 0.017 p ..d....._..._ . p - � rl�ae.i briclvork....... .. ........ 0.011 O.OIY 0.013• 0.015 � Hrick in ttmcut mortar,brick�eren... O.OIT 0.013 0.015' 0.017 � � � � � Nut cement�urf�cn............ .. 0.010 O.OU 0.014 0.013 C<meot mortar�url�ca............. 0.011 0.012 0.013• O.OIS � �1 '.� Cancrete pipe....................... 0.012 o.o�s o.ois• o.oie (c)Triangular, (d)Cireular (e) Parabolic Wood���ve pipe..................... O.O1D 0.011 O.O1Z 0.013 . ^ }�i.,,� Fl��n: F�a. 7-2.Simple forms of channel aecl�one. �� 1'I�n�d 0.0I0 0.012' O.Ol3 0.01a " llnpl�ned......................... 0.011 0.013• 0.014 0.015 � � trapezoidal section is Cd C n'ith�atteo� .... .............. 0.012 0.015• O.OIE � C'oi,cretrlined ch�nnela............... 0.013 0.01�' 0.016• 0.018 a � eD -� 6D (�-1�' "� � ^ C'<meot-ruGble�url�ce................ 0.017 0.030 0.025 0.030 and letting Cly � � Ilry-rubble�urf�ee................... 0.0:5 0.030 0.033 0.035 , I1�wa!-u61�r�url��e......... .... 0.013 0.014 O.OlS 0.017 Z � � �7_2� �emicirculu roet�l 8uma,�mooth..... O.J11 0.012 0.013 J.OlS Semicircul�r metal Euma,eorrut�ted.. 0.0425 0.025 0.0275 0.030 � C►naL aad Diteher: 8Dd EartE,�traieht and uciform......... 0.017 0.020 0.0725•0.025 �jj � Rock euta,�mout��ud uniform...... 0.025 0.030 0.033• 0.035 Z � �7_3� S Rock cute ja�Rcd and irrc�ul�r...... 0.035 0.0-10 O.MS 6 � R'iodio ��ui u6 e�ua4............. 0.0225 0.025• 0.0275 0.030 then Q DraiQe�e►rt�cL�aoe4............. 0.025 0.0275•0.030 0.033 C�nala with rouQh��ony Deds,+eeai� � � 1` - � 0o e�rt6 D�nlw.................. 0.025 0.030 0.035• 0.WO a t -�--� n� �7_4� z k:ut6 bottom,ruGDle�idea.......... 0.028 0.030' 0.033• 0.035 x y Natur�l Stre�m cn.�o�t,: T6e n•etted perimetetj�___._� � (I)Clean,�tr►ir6t b�nk,Iull�ta�e,no ' rifu or Jeep poola............... 0.025 0.0275 0.030 0.033 � (2) 6►me u(1),but�om�weed�aud _ p � b -F 2(t� -�D')f�l (7-5) C�i �tone�.......................... 0.030 0.033 .035 0.010 . ' -'-•- ^ - "� � (3) Wiudine, wme yools►nd�Eo►6, ' or eubstituting for 6 and e as above, eJe�n...... ........ .......... 0.0.13 0.035 0.010 O.O/b � � �. (�) B�me u (3), lower �t��n, mor• • � N �oefleclire�lo e�nd�teliona....... 0.040 O.WS O.OSO 0.055 r1 � (S) 6an�e �a (3)� �ome weeda ►nd p �' L- '+'2�z� �' 1�K�D ��'6� „ � �v �tooes ... ................... 0.035 O.OiO O.G15 0.050 x �" b �' ~ (6) 6�me u(/),�tony�ection�....... 0.015 0.050 0.055 0.080 Then � ,� � � � (7) 61u¢�i�6 nvu reachu, r�tEer � `Q, wc�ly or..;ie.�ry d«p poo4...... 0.050 o.oeo o.o�o o.oso T � a � �lz +s D � C D (7-7) z C�f y ' Z l8) Vuy wealY raacCn............. 0.015 0.100 0.125 0.150 ]1 [1 -{��(L �- 1�K� � Q � N �"" b �,,`"- a � . Values ot ; unetiona ot z and s ue presented in Teble 7-1. �„ V�lua commouly uxd in dai[ciaL. � � � � The top width ie ' � N � T - b -f-� - (�-f-2s) D (7-8) � v `t° . 8 `" a _ _ . __ - � ` MCCANN ENGINEERING, INC. CIVIL&SIRUCTURAL ENGINEFRING 12821-�t9�'DR. SE. MICHAEL P.MCCANN S.E. E'VERE7T. WA. 98208-9621 , � OFF7CE: (4l3)337-5073 Email: m.tquared48�i�y�ahoo.com PROJECT: DATE: / / PAGE: S��C,I,: gy_ JOB NO: I REVISION# : REVISION DATE: / / REVISION SUBJECT: I I i i � I� STEADY UNIFORM FLOW IN OPEN CHANNELS 7-33 ?-3� HAYDDOOK OF HYDRAIILIC3 Table 7-10. Valucs of K in Formuls Q � n D�a�for Table 7-10. Valucn of K in Formula Q � n Di�.�sS for � Trapezoidal Channels Trapezuidal Channela (Conlinued) I D �daDth o!watar b � botiom width ot ahanael D �depth ot w�ur b � Dotbm widtL oi aha�el I Bid�dopr o!ohaan�l,ntio of horiaontal to r�rtio�l 8id�dopw o(ah�nn�l,ntio o!6ori�oneal to vvuo�l D D t Ver- b Ver- - v� yj-1 ;S-1 y-1 1-1 1�-1 1-1 7y�- 3-1 hi L� Ya-1 35-1 �-1 1-1 1�-t 4-1 23�-1 3-1 ht I i .01 146.7 147.2 1�T.6 148.0 1�8.1 148.8 14G.2 140.5 140.9 150.6 •�h a.09 2.48 2.85 3.18 3.48 4.04 4.66 3.04 S.S1 6.47 .�7 2.0.'t 2.�'l 2.78 �.12 1.�2 3.97 4.49 4.08 a-�b 6.{1 .02 72.� 72.9 73A T3.7 7�•0 74.5 7�.9 75.3 7S6 78.3 ,48 1.98 2.36 2.72 3.06 3.36 3.91 4.43 4.9: S.tO 6.35 I .01 47.6 48.2 48.6 4�.0 49.3 49.8 50.2 50.6 SO.B 51.6 .4fl 1.02 2.31 2.87 �.00 3.30 �.85 �.37 4.58 5.34 6.29 i .01 35.3 35.8 36.3 3E.6 36.9 37.4 �T.8 38.2 38.8 39.3 ,Sp 1.87 2.28 2.81 1.�4 3.25 3.80 4.31 4.81 5.29 6.41 .OS 2T.9 28.4 28.9 19.2 29.5 30.0 30.5 30.9 31.4 32.0 .08 23.0 23.5 23.9 24.3 24.6 25.1 25.5 2E.0 28.5 27.1 .SI 1.82 2.20 2.58 2•89 3.19 3.75 4.28 4.75 S.2d 6.19 .OT 19.5 20.0 20.4 20.8 21.1 21.8 22.0 22.4 22.8 23.6 •52 1.78 2.18 2•5! 2.84 3.14 3.70 4.21 4.70 3.19 6.1i � .53 1.73 2.11 2.48 2.79 3.00 3.85 4.16 4.85 5.14 6.04 .08 16.8 17.3 1T.8 18.1 18.i 18.9 13.4 19.8 20.2 21.0 ,�{ l,gg g,p8 2,tig 2,7� 3.0.5 3.60 4.11 4.81 5.09 6.Oi .09 14.8 15.3 15.7 18.1 18.6 IB.9 17.4 17.8 18.2 19.0 • ,� 1.85 2.02 2.37 1.70 3.00 3.55 4.07 6.58 3.06 8.00 .10 13.2 13.7 1�.1 14.{ 1l.8 15.3 16.7 18.9 ]O.B 17.{ .11 11.83 12.33 12.78 13.11 13.62 13.9 1l.4 14_9 15.3 lE.t •� 1.B1 1.98 2.33 2.6� 2.98 3.51 4.02 i.52 5.00 6.96 .1S 10.73 11.23 11.Bb 12.00 12.31 12.8 13.3 13.8 14.4 1b.0 •57 1.b7 1.94 2.29 2.6t 2.92 3.�7 3.98 1.18 4.06 S.OZ .13 fl.80 30.29 30.71 I1.OB 11.3T 11.9 12.4 12.8 13.3 14.t •� 1.53 1.D0 2.25 2.37 2.87 3.�3 3.9� �.�4 4.92 b.88 .1� 9.00 9.49 9.91 10.28 10.57 11.1 11.8 12.0 12.5 13.4 •59 1.50 1.88 2.21 2.55 2.84 3.39 3.90 �.40 4.88 S.D4 .IS 8.32 8.80 9.22 9.57 9.88 10.4 10.9 11.4 11.8 12.7 •� 1.48 1.83 2.17 �.50 Z.80 3.35 3.84 i.36 4•8i 6.80 .18 ?.72 8.20 8.81 8.98 4.2T 9.81 10.29 10.75 11.20 12.1 •Bl 1.43 1.79 2.14 2.i9 2.78 3.31 3.83 d.32 4.81 5.76 .17 7.19 T.87 8.08 8.93 8.74 9.28 0.77 10.23 10.98 t1.8 +62 1.i0 1.78 2.10 2.i3 2.73 3.28 3.79 4.29 i.77 5.73 .18 8.73 7.20 7.81 T.99 8.27 8.8t 9.30 9.78 10.21 11.1 •83 1.37 1.73 2.07 2.39 2.69 3.2�1 3.78 4,25 f.7{ S.TO .lS�l 1.J4 1.T0 2.Oi 2.3B 2.08 3.21 3.71 4.22 {.71 b.86 .19 8.91 8.78 T.19 7.54 7.85 8.39 8.88 9.�{ 9.80 10.7 .55 1.31 1.67 :.01 7.33 2.83 3.18 3.EG �.19 �•88 5.63 .20 6.94 6.40 0.81 7.18 7.�7 8.01 B.SO 8.9T 9.43 10.3 .21 6.80 8.08 B.a7 8.82 7.12 7.97 8.18 8.83 9.09 10. •� 1.28 1.64 1.98 2.30 2.80 3.15 3.66 4.18 4.8� 5.80 .32 b.30 6.7d 6.1E 6.51 6.82 7.38 7.88 8.33 8.79 9.T •87 1.�8 1.81 1.95 2.Y7 2.37 3.12 3.83 4.13 i.81 5.57 .23 6.02 5.48 5.87 8.22 6.53 7.08 7.58 8.03 8.51 9.43 •BS 1.23 1.58 1.92 2.2i 2.5� 3.09 3.80 4.10 4.59 6.54 .24 77 6�2 6.82 S.D6 9.27 8.82 7.32 7.79 8.28 9.1 •8g 1.21 1.58 1.80 2.21 �.51 3.06 3.58 4.07 �.58 6.bt .25 �.56 9.98 b.38 5.73 6.04 8.58 7.08 7.SR 8.03 8.9 -70 1.18 1.53 1.8T 2.19 2.i8 3.03 3.55 4.04 �.53 8.�9 .26 4.32 4.77I 6.18 S.SI 6.82 B.37 8.87 7.35 7.81 8.T4 •71 1.18 1.51 1.8i 2.18 2.48 3.01 3.52 4.02 � 4.50 6.48 .'2 1.1� 1.48 1.82 2.13 2.43 2.98 3.50 3.99 �.98 5.4� i .:T 4.13 4.57 4.98 5.31 5.82 8.17 b.d7 7.15 7.82 8.5ti .73 1.12 1.48 1.79 ^_.11 2.41 2.98 3.aT 3.97 � {.i5 5.41 � .28 3.95 4.38 �.77 5.12 5.43 5.98 8.48 8.99 7.�3 8.3 ,7; 1.10 1.4� 1.77 2.09 2.a8 2.93 3.45 3.94 I 4.�3 5.30 29 3.78 4.21 4.80 4.95 5.25 5.81 8.31 9.79 7.28 8.1 .75 1.08 ].�1 1.75 2.08 2.38 2.91 3.�4 3.fl2 4.t� 6.39 ; .30� 3.82 4.05 �.44 4.78 6.09 5.85 8.15 6.d3 7.10 8.61 I '� .TB 1.058 1.99 1.73 2.0.1 2.93 2.88 3.�0 3.00 4.38 S.J4 .31 �.�8( a.00 4.20 4.Ba 4.D4 6.40 6.00 9.a8 8.�8 7.80 ,�� 1.037 1.37 1.70 2.0: 2.J1 2.80 3.38 3.87 i.J6 3.32 � .a^_ a.34 �.77 a.15 ;.�u �.80 6.35 3.86 8.3� 8.82 7.7 ,7g 1.018 1.35 1.68 2.00 2.29 2.8�! 3.35 3.85 4.34 5.30 .�3 3.21I 3.69 4.02 i.3u 4.87 5.22 b.73 E.21 6.89 7.8 _7g 1.000 1.33 1.d8 1.�7 2.27 2.H2 �.33 3.83 �.32 5.:8 .3� 3.09 a.31 3.S�J1 i.23 �.54 b.10 b.BO 9.09 6.SB 7.5 ,gp ,982 1.31 1.8� 1.fl5 9.23 1.80 �.31 3.81 i.30 b.2B .�5� 2.BBI 3.10 3.78� 4.12 1.�3 4.98 5.49 5.fl7 8.�6 7.3 � .B1 ' .985 1.30 1.B2 1.93 2.23 2.78 3.29 �.79 ! �.28 I 3.2i .36 i 2.88 3.29 3.87 4A1 4.31 4.87 5.39 5.86 9.3�1 7.2 .82 .9t9 1.28 I.30 1.0_ 2.21 ' 2.;d 3.27 3.77 � 4.28 5.:9 .37 �, 2.'8 3.19 3.57 3.40 4.21 4.78 3.27 5.78 d.^.a T.1 .ag .p33 l.?0 1.50 1.30 2.19 2.74 3.25 a.73 . i.2i 5..0 i .38' 2.BA 3A0 �.�7I 3.B1 4.11 a.tl7 5.17� S.BR 9.1� 7.0 .8i .917 L2� 1.57 1.38 2.17 I 2.7� a.'_9 3.73 �� 4.22 5.18 I .39� 2.50 3.00 3.�8 3.71 �.02 4.57 5.08� 5.57I a.05 d.99 .y� ,ppZ 1.2a 1.SS 1.88 2.15 2.70 3.21 3.71 ; 4.20 5.16 I .a0 2.51 7.92 3.29 3.02 3.P3 �A8 4.90i S.iBf 5.98 6.91 .41 I 2.�3 3.83 3.20I 3.34 3.&5 4.40 4.91{ 5.40I 5.88 6.83 -88 •�7i 1._1 � 1.53 1.3-i 2.1i 2.68 � 3.20 3.70 �. 4.18 5.1� .i� 2.38 2.78� 3.11 3.i6 3.i7 �.J2 4.831 5.�2 5.80 d.75 .87 , .87^_ 1.�0 � 1.52 1.33 �.1� n.87 �18 3.08 , �.17 5.12 I � .813. ,858I 1.18� � 1.50 � 1.31 2.10 ...d5 I 3.18 5.8d 4.13 5.11 .iJ 2.20 2.BSI �.OS 3.38 3A0 4.2a 4.76� b.25 5.73 �.87 .89 ' .8i� l.11 l.{0 ` 1.79 2.09 2.83 I 3.15 3.8� � 4.13 8.09 .4{ I 2.2�! ^.81� 2.Btl 3.31 3.d2 4.17 4.88 5.17 3.69 6.8 .90 .&11 1.L5 1.;T � 1.78 2.0T 2.t12 3.1J 3.83 ��, 1.11 8.08 j .�5� 2.151 2.55 2.91 3.24 3.55 4.10 4.Bll S.il b.59 G• � � I i � � � I � KING COUNTY, WASHINGTON� SURFACE WATER DESIGN MANUAL '� ; �' ( TABLE 4.3.6A ROCK�PROTECTION AT OUTFALLS ! i Discharge Velocity F�c�UIRED PROTECTION I� Ai Design Flow (fps) ! Greater Less than Minimum Dimensions I than o� equal to ill Type Thickness Width Length Heighi 0 5 Rip Rap' 1 ft. Diameter S ft. Crown + 6 ft. or 4X Dia. + t ft. whichever is greater 5 10 Rip Rap** 1 ft. Diameter 12 ft. Crown + 6 ft. or 4X dia. + t ft. , or 3X dia., whichever is whichever is greater greater 10 20 Gabion Outfall 1 tt. (As required) '(As �equired) Crown + 1 ft. 20 N/A Engineered Energy Dissipator Required � ' / * Rip rap shall be in accordance with section 9-13.1 of the WSDOT/APWA Standard Specifications. Rip rap to be reasonably well graded with rock gradation as follows: I �Passing 8 inch square sieve 100°,6 or Maximum stone size 8' � Passing 6 inch square sieve 40-6096�or Medium stone size 6' Passing 2 inch square si��ve 0-t0� or Minimum stone size 2' ** Rip rap to be reasonab�� well graded with rock gradation as follows: Maximum sto�e size 24' (nominal diameter) Median stone size 16' Minimum stone size 4' Note: Rip rap sizing governecl by side slopes on outlet char,.iel, assumed to be ^-3:1. � 43.6-3 1�90 KING COUNTY BUILDING AND LAND DEVELOPMENT Ii� ROCKERY STANDARDS '�� � For flot bockslope, w�foce should 2 or tlatterl I '( De impervious A �Icped to drain. �� , G — I to 2 0 � �(m�+.�6")-- � p � � Free-draininy backfill (max. S•/. fine- '� 6 � � min. 8�� wiCe Icye� of 2��-4�� quarry ; p � spalls adjatent to roCkery. �,I � � ' HEIGHT � � (max. l0')t—See Note� I-3 � � � �—gtab�e cut foce in native ', tor permit 8 � motcriai (see Note 7). ' certlficotio� p ' requirements, � � � p I � ��� I 0 � (or lessl dicmeter washed pravel; .—(�, M�)--+ ;:•; .•:; min. 6� covtr ovtr pipt� min. 2" ' . ,���. Imin. 12" •':.•=/ 9ravel under pipa ,, � . � �. -- ------- - � "•'�. � � .. �� ; Firm, undistwbed soil� Min. 4�� diam. pert. pipe; min. 17. continuous sfope to outlet; pipe I 8/ar cut fcce lined �it� titter ! fcbric (Mirafi or equivalent), � � No roaCrays o� porkinp GEi�ERAL NOTE� Fots �n rnis or�a. n �——� � �� . , . . . �� 1. Rockeries 4' and over in height require :�i .�;� ':�:�:.•.��. :.�'�'_'�i a building pe�it. .., . '�� 2 , • . : ' '� 2. For rockeries between 4' and 6' hi�h, � �'�:� � No footinqs of structurts the installer or contractor shall � '� (incluCinq otMr rocker�ss) i� �� � may b�ar in stippleA or�a provide a letter to the buildin� O� inspector prior to final inspection certifying that the subgrade and PLACEMENT OF ADJACENT drainage have been prepared in accord STRUCTURES with these standards. 3. Rockeries 6' and over in heiRht require 6. Improved walking surfaces abo��e and ad- engineering supervision by special jacent to rockeries over 30" in heig:: inspector (UBC 306b) , which at minimtun shall be protected bv a guardrail shall co�isist of inspection and i�rritten conforming to UBC 1?11. certification of subgrade, placement of base course and drainage, and finished -. Rockeries are erosion-control stnlcture rockery. not retaining walls . �ative materia: must be stable and free-sta.nding ir. -l . Rock shall be sound and have minimum cut face. density of 160 pounds �er cu'�ic root. � 3. .anv de��iation 2n desi��t or iz placeme.^.- �. The lon� dimension of all rocks shali or aciiacent structures -nust be submi- be �laced nerpendicular to the ��ali . ted witli the seal o� a ci:•il engiZee:� Cach rock sllould be�r �n t��o rcc;s in `urrentl�� License�' in t:�e _��te or �he tier below. ',v��,,i.�_t�n. � 08 5/r ( i � �/�. �� SPECIAL REPORTS AND STUDIES MCCANN ENGINEERING, INC. ' CIVIL dc SIRUCT(IRAL ENGINEERING l2821-�9�DR SE C MICHAEL P.MCCANN SE EVFI2L�IT. WA. 482Q8-962! OFF7CE: (�?3)3.�7-3073 Enwi1: msq�and48�ahoo.can PROJECI': DATE: / / PAGE: SUBJECT: BY: JOB NO: REVISION# ; REVISION DATE: / / REVISION SUBJECT: i I I �'�-�-j S ��i o�I 1 , o � c� S�c� I� � � � � � � � i � I ; � � ► il r/ . � I/\. I � EROSION/SEDIMENTAT�ON CONTROL PLAN ,r Gffi�iffiU►L CONSTRQCTION 3SQQffi�C$ 1 . Pre-construction meeting. 2 . Install siltation fence as indicated on TESC plan. 3 . Install gravel construction entrance. 4 . Remove any vegetation or undesirable material . 5 . Place fill material and rough grade . 6. Install biofiltration swale. 7. Final grade. 8. Inspection of final grades by county engineer for conformance with stormwater system design. 9. Pave. 10 . Remove silt fences. ' I1. Clean silt, dirt, and debris from A/C paving area. � 12 . Prepare and submit as-built drawings. 13 . If the grades do not prove to slope to the head of the swale so that the water drains freely, then the deficient section of A/C paving must be removed and replaced. w/�� uew�Y c,eAceo oR, � D�StuROEo 9DGs6op6� J . , � � � fi�1E�. Fi►EQ��' I _ � M�7�A� - z•i.i4 Gn.ww.r ' 'I_III II��II\ 2•'� 0 �u4LJ►S :� �8��.4»WASHE� Fift ofz G'1.AvEL. JL E4UAL ?'�. Gu.vE� l �! ,� _[ "' �•'� /=0�' ri = � � ' �� = � l� d 1 I!�N _ , � � _ � �S' �YP�G�.L ��055 �EG7�o� fl�?E� FA�R�C.Mp•TEv.dL �2'•Z�l4 GA.WELDED MIP�.F� I4o,o� Eouv.. WI�E fABeiG cx f��sl � • �tP.P�Es oz � WI�E R.iNGS � CTYPtu�t,) � n � ; i� II " ' . �� .,. I� � � .J � 1� . .. � � M �i I� . I � �� �' 1 I' c� �� � � _, �:u�� - L ��L�in •�� l� /=o" � .�_ _ __ '�__ ___i� �_--�--�N , I� �� � J u �2�4"awG�e.s Fiiz .i't 4�0.�. BueY (3ortG-1 oF Fi�iE� • FAB�IG MAlEPJAL o1.J _ 8"X I' 'f�E1�u-I �Ev,�,7 i v� Z / . .� „ �� �a�� `ttat a S G R�aa I / �Jb1� SQ. �1 j�,� v� �" Minimum . , �, �� . VOHLT BI � Coar;e Aggre�ate � � (4�� ��� � f�-���' Gn��VtL COt1��?UCTI0�1 E;ITr?At�C� KING COUNTY, WASHING 'i' ON. SURFACE WA'TER DESIGN MANUAL KING COUNTY � STANDAFtD PLAN NOTES � The atandard plan notes must be induded on all pians. At the appllcant's discretbn. notes whlch {n no yvay apply to the pro�eci may be omltted; however, the remalning notes musi not be renumbered. For example. If Ger�a! Note �3 were omttted, the remal�infl notes should be numbered t, 2. 4, 5, 6. etc. GENERAL NOTES (t) All consiructbn shall be in accordanca wkh the FQng CouMy Code (KCC) Road Standarda (KCAS). and the Iang County Councq's conditlo�s of preliminary subdlvfsbn appraval. It shaU be the sde responsibility of the appl�ant and the profes,sbnal civ�i englne�er to correci any error, omisslon, or variatlon from the above requirements found fn these plans. AJI corrections sttiell be at np BddkJonal cost or fiabllity to Kln9 County. (2) The destgn elements within these plans have been reviewed accord(ng to the King County BALD II Divislor� Englnee�inq Review checklisL Some elements may have been ove�iooked or missed by the BALD Dfvislon plan reviewer. Any variance from adopted starxiards Is not allowed uNess apeclficaliy i approved by Kln� Counry. Prior to construcdo�. (3) Approval of this road, 9rading. and drainage plan does not constitute an approval of any ottier �I constructlon (e.g. domestic water conveyance. sewer conveyance, �as, electrical. eta). (4) Before any cor�stn�ction w development activity a preconsin�ctfon meeting must be heid between I the BALD Division's DevelopmeM Inspectio� Unit, the Applk;ant. and the Appl{cant's Consinictlon Representaqve. , � (5) A copy of these approved plans must be on the Job site whenever constnjdbn is In progress. (6) Constructio� noise shali be Itmited as per King County Code (Seci{o� 12.88): normaUy thia ts 7 am. to 10 p.m. weekdays and 9 am. to 10 p.m. on weekends. (� It shali be the appiicant's/contractors responsibility to obtain aU constructlon easemer�ts necessary betore initlating off-stte wortc within the road rights-of-way. (8) Franchised utflfties or other Installatlons that are not shown o� these approved dans shall not be constructed uNess an ap{xoved set of p�ans that meet all requlrements ot KCRS Chapter 8 are submitted to the BAlD,Oivisbn's Development Inspeciior� UnR three days prior to constructlon. (9) Datum shall be KCAS uNess otherwise approved by the BALD Divlsion. . (10) Groundwater system constructlon shall be within a right-of-way or appropriate dralnage easement, but not underneath the roadway sectlon. All groundwater systems must be construcied In accordance wKh Sectlon Bt 3.02 of the APWA Stand2rd Spec�ficatlons. (t t) AJI utility trenches shall be backfilled and compacted to 9596 densiry. (12) All roadway subgrade shall be bacMilled and compacted to 9596 density. WSOOT 2-06.3. (13) Open cutting of exlsiing roadways Is not ailowed uNess spec�ically approved by the BALD Otvisbn and noted o� these approved pla�s. Any open cut shall be restored in accordance wiih KCAS 8.03 �B)3• - r�-� t,�0 K [ NG COUNT' Y, WASHINGT' ON, SURFACE WATER DESIGN MANUAL �; ��4� Tne c,«,cracca ar�i be respons+ae ror �xo�+d�nq edequace sarequa�da �arery der+ces, p�aecvvv • equipment, flaq�e�a, and any ott�er needed actbns to proted the IMe, he�etth, and satety d the public, and to protect properry in connectlo� with the perf�Xmance d worlc covered by the contractor. Any work withln the traveled right.a,f-way that may Interrupt normel traffic tlow st�aU require at least one flaqger�or aach lane d traffic affected. A!1 secilo�s of the WSDOT Siandard Spec}ficatlo�s 1-07.23 - TraffiC Contrd, st�al! apply. DRAINAGE NOTES (1) Proof of Ilabilfty insurance s��all be submftted to the BALD Dfvision p�ior to the preconstructbn meetlnq (KCC 9.04.t 00.D). (2) All plpe and appurtenances shail be lafd on a properiy prepared foundatfon In accordance wtth WSDOT 7-02.3(t). Thls shal i�dude leveling and compaciing the trench bottom, the top of the foundadon material, and any requfred plpe bedding, to a untforrri grade so that the endre plpe Is supported by a uniformly dense unyielding base. (3) Steel plpe shall be gaManlze� and have asphalt traatmeni #t or better Inslde and outsfde (KCAS 7.03). (4) A!I drainage siructures, suct as catch basins and manhd�:, not located wiihin a traveled roadway or sldewalk, shall have solfd locfcing lids. A!I dralnage siru�.iures associated with a pem�anent retentfon/detent(on facdity s�`iall have sdid locking lids (KC�tS 7.03j. (5) All catch basin grates shall �onform to KCRS drawing nurr.'�ers 41, 46, 47, o� 48, whlch indudes the , stamping 'OUTFALL TO STREAM. DUMP NO POLLUTANTS' and 'Property of King Courrt�' (KCFiS 7.0�. � (6) All driveway culverts locatec within KJng County right-of-way shalt be of suffictent length to prcv{de a -- minimum 3:1 slope from ihe edge of the driveway to the bottom of the ditch. Cuiverts shall have beveled end sections to mat:,h the side slope (KCRS 7.03(J}): (� Rock for eroston protectlor� �.�f roadway ditches, whe�e required, must be of sound quarry rock, placed to a depth of 1 foot and must meet the fdlowing specifications: 4'-8'/4096-7096 pass(ng; 2'- 4' rock/30%�096 passing; a�id -2' rock/1096-2096 passing. Installation sttiall be in accordanca with KCRS drawing number 5t. . ' (8) Dralnage oudets (stub-outs) �hall be provided for each inoividual lot, except for those lots approved for irrfiltration by King Count�. Stub-outs shall conform to he fdlowing: a) Each outlet shall be s�iitabiy tocated at the lowesi elE-vation on the lot, so as to service all future roof downspouts and footing drains, driveway: , yard drains, and any other surfaca or subsurface dra(ns necassary to rende� the lots suitaf le for their intended use. Each oudet shafl have free-flow(ng positive drai�age to an apprc�ved stormwater co�veyance system or to an app�oved outfall Ic.;ation. b) Outtets on each lot sh.�ll be located with a five-foot-i ;gh, 2' x 4' stake mariced 'siorm' or 'drain.' The stub-out ;`�a11 extend above surface IevN, be visible and be secured to the stake. c) Pipe material shall corform to underdrain specifications described in KCRS 7.04 and, If non- metallic, the pipe shali co�tain wire or other acceptable detection. d) Drainage aasements ��e requlred (or drainage sysiem designed to convey flows through Individual lots. r� 2 1/9� KING COUNTY, WASH�INGTON, SURFACE WATER DESIGN MANUAL `' a) n,e eppltcanc�con�ador ts respo�a,ble tor caor+d�naclnp cno �ocacjons a au acuaout � ' cornreyance IMes wlthh respeci to the utYltles (e.q, pawer. Gas. tele�hor�e. teievia{an). fl A!1 Indlvidual stub-outs eheU be prtvatefy ownedr�and meintalned by the Id horne owr�. EROSION/SEDI�AENTATION CONTROI NOTES ��� APProvai of thls eroslon/sedlmentatJon contrd (ESC) plan does not consiltute an approval of pertr►anent road or dralnaae desJfln (e.q. slze and locatlon of raads. plpes, resUlda3. cltiervsels, retendon facllfUes. utYlties, etc.). (2) The (mplementation d the,ge ESC plans and the consirucibn, mair�tenance, repiaCeme�t, gnd upgrading of these ESC facilfties Is the rasponslbillry of the appilcaru/contracior uruY alt cor�structlon Is approved. ' (3� The boundarles of the dearinfl Ilmits shown on this plan stiall be deeriy ffag�ed in the fieid prfor to consiructlon. Durinq the constnictbn period, no dtsturtiance beyond the 1lagfled dearin� Hmhs shaU be pertnitted. The Aaq�ln� sF�all be mafntal�ed by the applk�nt/ccnirador for the duratlo� of cor�sin�cibn. (4) Tt,e Esc tac�R�es sr,oMm «, cnls plan musi be corutn,cted In c«,Junal«, wkn ai! denrk�q and �rading aCthr�les, end k� such a manner as to Insure that sedtme�t laden water does not enter the dralnaqe system or vidate applkable water standards. (KCC 9.04.020 AA, KCRS 7.09 D). (5) The ESC facilit(es shawn on thls ptan are the minimum requlrementa for antkipated s�e co�ditlons. I Du�ing the co�sinx:ilon period, these ESC facflities shall be upqreded (e.q. addltJor�al sumps, relocatlon vf dRches and sYt fencea. etc.) aa needed for u�expec;ted �torm events (KCC 9.04.090 ' � B2). ' , , (6) The ESC facdltles shell be inspecied daYy by the applfcant/contractor and malntalned as necessary to ensure their co�tlnued functlo�infl (KCC 9.04.090 B2). M area stri � (� Y pped of vegetatlon. (nduding roadway embankmenis. wt�e�e no furtt►er work !s . anticipated fot a perlod of 15 days. shail be Immedlately atabMlzed with the approved ESC methods (e.q. seeding, mulct�ln�, netilnq. eroslo� blankets, etc.) (KCRS 7.09D). (8) Any area needin� ESC measure, not requl�ing immediate attentbn, shall be addressed withln fifteen (15) days. (9) The ESC facilRles on Inactive sites shall be Inspecied and mafrnaf�ed a minimum of once a month or wfthln the 48 houra fdlowinq a stom� event � (10) At no tlme shall more than one foot of sedlment be all�wed to accumulate wtthin a catch basJn. AJI caich basfns and c,anveyance Ilnes shall be Geaned prior to pavinq. The Geanin9 operatbn ahall not flush aed(mertt taden water into the downstream system. (11) Stabiilzed consiructbn antrances and wash pads shail be Installed at the beginning of corlsVuciton and maintained for the duratlor� of the projeci. Additlonal measure may be required to insure that all paved areas are kept dean for the duratlon of the proJect. (RCYV 46.61.655). ; (�2) During the time period of November 1 through March 31, ail proJect dlsturbed areas greater than 5,000 square feet that are to be le(t unworked for more than t2 hours shall be covered by one of the fcllowing cover measures: mulch, sodding or plastic covering. N-3 ��-� KING COUNTY� WASHIN (3TO�t� SURFACE WATER DESIGN MANUAL i" . � (13) My permanerrt retentbn/deten'Jon facYky used as a temporary aedlkq basln shell bs modi(ied wlth the necessary erosbn contrd measures and shaY pro�vide addGuete storafle capeclty. If the perrnanent tsc,liry Is to twxtlor. ultimately as an k�ttratbn or dtsper�alon system. the facYky sheq p� be used as a temporary seWlny besir�. No tx�derpround deterxlon tenks ar vautts ahall bo used as a tempo�ary setlfin� basln. � (14) WF�e seedinq for temporary erosi�n Contrd Is requfred. faet �enninatlnG Orasses shell be applled at an ap�xopriate rate (e.q. aruxial or perennlal rye aPP�� � aPP���Y� P�nds per acxe). (15) Where straw muich ior temporary erosbn co�ud Is requlred, k ahaU be applled at a minlmum thlckness d two Inchas. STRUCTURAL NOTES (1) These pians are approved for standard road and drainafle Im�roveme�ts only. Plans for stnjctures such as b�idges, vaults, and re�sining walis requlre a separate review and approval by the BALD ow+sto�n prior co co�struction (Mcc ts.oa. ts.To. ta.2o�. (2) Rociceries are co�sldered to be a method of bank stab+llzatfon and erosbn contrd. Rocke�iea shail not be co�stn�ded to serve as retak�fn�waUs. JW rociceries s.iatl be consinx.Ked in accordance with ' KCAS drawinq numbers 19� 20, and 21. . � . N-4 1/90 � X. BOND QUANTITIES WORKSHEET �U���U�'�'� ,� ., RETENTION/DETENTION FACILITY SUMMARY SHEET AND SKETCH DECLARATION OF COVENANT t�� ���D� PRIVATE DRAINAGE EASEMENT �I� f���� K [ NG COUNTY, WASHINGTON, SURFACE WA 'TER DE•S ( GN MANUAL RETENTION/DETENTION SUMMARY SHEET r Development �/�� �� �� Date Location ��cv �r �^�� ����^�� ENGiNE F� DEVELOPER Name 1 �� -C-,/��L�}yvtL�__ Name �2(.J� ���� Firm � � � `�- Firm Address��Z/r �9� �� Address 2 �_�,10 „p�' GcJ� . g�Lvv �N (S� Phone ��"- 3����� Phone Z� • Developed Site �_acres Numbe�of Lots � • Number of Detentio�Facilities On Site ��d�� • Deterition provided in regional tacil�y Q Regional Facifity bcation • No detention required �� Acceptable receiving waters • Downstream Drainage Basins Immediate Major Basin � Basin A Basin B Basin C Basin D TOTAL INDIVIDUAL BASIN � � Drainage Basin(s) A B I C D , Onsite Area �- i I ; r�- I � Offsite Area � � � � Type of Storage Facility � ; Live Storage Volume ��" � ' I .!S' � � � , Predeveloped Runoff Rate 2 year �0 year I , 3v ' � � Postdeveloped Runoft Rate 100 year � 8 � ' � 2 year � I - I '� 10 year � �"� Developed O ' 100 year � i Type of Restnction ' � ' Size cf GrificeiRestr�ction j ; i ' GrificeiRestriction No.1 � I � No.2 I � i -.-� No.3 ._ � -- � No 4 __ ' - ', No.S ----�---, ----�--- ' — I - _- - -- -- - -'-----�- i l�X) �r-i / - r X�. '` �IIAIN�"FNAN�'F AN� C�P�'R4T1�1N� MANI IAI .z DESCRIPTIOiV: I T'he stonn �vater draina�*e system tor this projec:t is desi�ned to et�ecti�-ely � collect the surface ninot�from the imper�ious zreas and convey it to a ;��rass- '� lirled s�vale, into a catcll basin and o�the propert�• to the existin� draina`�e i s��stecn on Stevens Avenue SW. This svstem consists of tive major components: 1 . Gutters, do����nspouts, and splash blocks. �i ?. Grass-lined ditches �vith rocl: checl: dams on steep slopes�F �e1F���) �. Rural �ass-lined s�vale along the west side of Ste��ens Avenue SW. 4. A new Type I catch basin to collect ninoff from the swale. � 5. A new 12" diameter pipe connecting the new catch basin to the , existing storm system on Stevens Avenue SW. I OPER�ITION: ' Storm water runoff from the roofs of the structures is caught in the gutters, flows dow�n the downspouts to splash blocks where it flows onto the ground. The water then flows by gravity sheet flow either directly to the swale, or to the grass-lined ditches that connect to the �ass lined swale. The biofiltration swale is located along the �vest side of Stevens Avenue SW, divided into segments by the driveways. Both the lawns of the residences and the biofiltration swale filter any polltitants and sediment from the stonn w�ater before the water enters the existing storm svstem. The route of the ne�v outflow is the same as the post and pre 1970 flo�v routes, and the capacity of the biofiltration swale is more tllan enough to handle the 100 vear stonn. �IAI�;TE�i:a�iCE: Tllis is a �imple, lo�v maintenance draina�,�e svstem �.�itli no non-stanciard reature� in it� desi�n. The �eneral overall maintenan�� c-eyuiremznts to k�ep thc �vsteiT� cc�ii�;evin�� hi�h yualit�.� storm �vat�r runc�t�t� �t�ticientiv to tlie hi�>tiltrati��n ������tlr ar� as ti�ll��w�: _ I . �II conve ance svstems and stnictures are to be ke t clear clean free I ; Y . P , , tlo�ving at all times. �. [nsp�ct and repair, as required, all compunents quarterly, after each major storm event, and immediately when problems occtir. �. Do not allow concentrated amounts of pollutants to be dumped or spilled into the svstem. Otller special maintenance reqtiirements tor vanous components ot the svstem are listed belo�v; and the �*eneral maintenance for all components is listed in the follo�vin� Appendix A. 1. Anv material collected behind the rock check dams in the grass lined ditches needs to be removed when the material is within 1" of the top of the check dam. 2. The riprap at the head and tail of the swale should require very little maintenance once it is installed. It should be inspected to detennine if high flows have caused scour beneath the riprap or dislodged any stones. Accomplish repairs immediately as required. 3. The biofiltration swale is planted with a grass mi�cture as indicated ; below and seeded at a rate of 120 pounds per acre. Under no � co�ditions is the vegetation of the biofiltration swale to be mowed. I� It is to remain nattiral. It may need to be cleared of litter occasionally to keep it fiinctional and sightly. Rural application Proportions Percent Percent Bv Wei t Puritv Germination Kentuckv Blue�rass 1�°'0 8� 80 (Poa Pratensais) (Birka, Majestic, or Syd�port) Tall Fescue 4�°� 9� 90 !Festcua Anindincea) (And, Ja���ar, or Rebel) Perennial Rve 3�°�0 9� 90 � I.c�liurn P�renne� � [)�rh�,� ��r P�nrian[} _ . � � � Chewings Fescue 1 S% 95 90 ', (Banner) During the initial establishment, grass lined channels should be repaired immediately as required, and grass re-established if necessary. After the grass has established, the channel should be checked periodically to determine if the grass is staying in place. The winter design length of the ! grass is 6" and should be maintained as a minimum. � � II � � � i � I I _ __ i K I N G C O U N T Y� N► A 3 H I N G T O N� S U R R A C E W A T S R D B S I d N M A N U A L ICITfG COUNTY, WASHINGTON SURFACE WATER DESIGN MANUAL APPENDIX A ', MAINTENANCE REQUIREMENTS � FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES Seuion No. Subjcci • 1 �.1A- Ponds 2 (V�R Intiltratlon 3 t� Ctosed Detention Systems 4 I�l�- Co�troi SiructureJFtow Restrictor 5 N� Catct� Basins 6 ��' Debrfs Barriers � 7 Nfl Enerfly D[ssapators 8 N Pr Fencin� 9 N� Gates 10 Conveyance Systems 11 Grounds 12 Access Roads/Easements 1/9� KING COUNTY, WASHINGTOIY, SURFACE WATER DESIGN MANUAL - MAINTENANCE REQUIREMENTS FOR � PRIVATELY MAINTAINED DRAINAGE FACILITIES NO. 1 - PONDS Mai�t.�.�,o. Co�dltlo��WM� �wm.n.�. A..�n. �p.et.d con+poe.rn o.f.oc �• N..a.d wh«� IM.Inc.e.nc. �• a«+«m.a Gen�ral Trash 6 D�b�la Any Vash and d�bris which exc�ed 1 Trash and debris deared from sit�. cubic foot p�r 1000 square fset (tnia ls about�qual to th� amount ot vuh It would tak� to fill up on�atandard aize ottiu garbae�can). In ge�eral, Ners should be no visuel �vid�nc�of dumpinQ. Poisonous My poisonoue v�p�tation which may No danp�r of poiso�ous v�gatatlon wh�r• Vp�eatlon con�titut� a hazard to County pNsonnN Cou�ty p�rwnnN or th� public mipht or th�puDlic. Examplss of poiaonous normally bs. (Coordination with vp�tation indudr tansy raqwort, poison S�attl�/ianq County Fi�alth Departm�nt) oak, stinqlny n�tWa,d�vib dub. Pollutlon OII,paaolfn�, w oth�r contaminanta of No oo�taminanb p��s�nt ott��t than a on�gallon or mo�e or any amount found wrfac�tilm. (C.00rdinaUon with that could: 1) cause damags to plant, Ssattls/lGnfl Counry Hsaltn Departrn�nt) animal,or rtwin�lifs; 2)conatitut�a Rr� huard; or 3) b�fluafwd dow�su�am duriny rain stams. Unmo�w�d Cxass/ H faciliry is located in private residenUal When mowing is nesded, flrass/flround Ground C�ovrr area,mowing ia needed wt��n �rasa cover should b�mow�d to 2 inch�s In �xcseds 18 Inehes in heipht. In othK h�iyhL usu,th�general poliry is to mak�the � pond site matd�adjacent ground covs� and terrain as long as thers is no interferencs with ths funcoon ot th• faciiiry. Rodent Holes Any evidence of rodent holes if faatity i� Rodenri destroysd and dam or aciing as a dam or berm,or any evidencs repaired. (Coordinatlon with Seec::e; of water piping throu9h dam or berm via Kinp Counry Fbalth Deparvnent) rodsnt holes. Ins�cts When insects such as wasps and horn�ta Ins�cts dsauoysd or remov�d from sits. Interten with maintenancs aciivities. ' Trs� Growth Trss growth does not allow ma;ntenance Trees do not hinder maintenanca axsss or inte�feres with maintenance aciivitiss. Sslettively cultivate Vees wch activity (i.e., slops mowing, silt removal, as alders for firswood. vactoring or equipment mwements). H trses are not intsAerinp with access,leave trses alone. Side Slopes of Erosion Erodsd damage over 2 inches dasp Slopes should bs stabilized by using Pond whera cause of damage ia still present or appropriate erosion control measure(s): _ where there is potential for continusd s.g., rock reinforcemant, plantin9 of erosion. grass, compaction. Storags Arsa Ssdiment Accumulated sediment that exceeds 1096 Sedime�t cleanad out to designed pond of ths designsd pond depth. shaps and depth; pond res»d�d if �sassary to convol�rouon. Pond Oikes Ssttlements My part ot dike which has settled 4 Dike should b� built back to t�e deaifln incnee lower then th�dsa�qn e�evanon. •I�vation. Emergancy Rock Missing Only one layer of rock exists above nativs Fepincs rxks to des�gn standards. pverflow/Sp�llway sod m area five square tea� or lar�,er, or any exposure of neuve w�l. A-l 1/� KING COUIYTY, WASHINGTON, SURFACE WATER DESIGN MANUAL �NO. 2 - INFILTRATION �A.��c.n.+,c. cor+anlon.wN«� �A.Inww,o. a..uft. l�c�.o+.d ComPoM^t D�hot I� N�+d�d WlNn Ma1nM�ano� Is P�tfwrn�d G�n��al Tra�h d.D�bris Sw'Pond�'SW�dard No. 1 SN'Pond�ShndarC No. 1 Poiwnous SM'Pond�'StandarC No. 1 SN'Pa�ds Standatd No. t V�y�taUon Po1luUon SN'Pvnds'Sundard No. t SN'Ponds Standard No. 1 Unmow�d Graas/ $w'Ponds' Standard No. 1 SM'P�ds Standard No. 1 Ground Cowr Rods�t Holes $M'Ponds'SLndard No. 1 SM'Ponds Standard No. t Ina�cts SN'Ponds' Standard No. t S«'Ponds Standard No. 1 Sioraps Aru S�dim�nt A p�rcolatlo�t��t plt or t�at of facility S�dim�nt Is nmov�d and/or facility fa Indfcat�s tacillry is only waklr�Q u 9QX ot d�an�d w that InflitraUon syst�m worlcs ib C�aipn�d capabilMl�s. �ocordinq to d�spn. Shsst Cowr She�t oowr is vistbl�and hu mor�than ShMt cow�repalrod or replaced. (M�►PPUcabl�) thn� 1/4anch Fwbs in fL Sump Fll�d Wfth My tediment and d�bris flU(np vauR to qean out wmp to d�sipn d�pth. Sedirt�t and 1QX of depih hom wmp botiom to D�bria (H battom of outl�t pips cr obstructinp flow ApPlicabl�) into the co�n�cLor pip�. Flter Baqs Flled with S�dim��t and debris fil!ba� rtwr�than Rsplacs filtsr bay or rsdesisn rystem. � $edim�nt and 1/2 tull. ' D�bris ;l �k Filt�rs Sedim�rtt and By visual insp�ction iittl�or no wsar Fi�plaa prawl In rock fiitW. D�bris fbws tfirouflh filbr durfny heavy rain -- swrms. A-2 1/'9� KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL II , NO. 3 - CLOSED DETENTION SYSTEMS (PIPES/TANKS) I, ' Mainb�ano� Condltla�a NRf�n Malnananu R�wlt� Exp�ebd � co�,P«+«K ahce N N..a.a wn.n M.+�a.,.no.la pw+oree�a Storap�Aru P1upy�d Nr Wnt� On�-half of tM cross awtlon of a v�nt i• Wnts hN of d�bri�and s�dlm��t, blodad at�ny point witA d�brls and '� s�dlm�nt. D�bris and Accumulat�d a�dim�nt d�ptA �xcy�ds NI a�dim��t and d�b�is r�mov�d from I SWlm�nt 1096 of th�diam�Nr of th� storap�ana storaQ�area. '� for 1/2 I�nqth of storaQs vautt or any � point d�pM�xcNda t59�of diam�t�r. Examplr 72-inch storafl� tank would nquin cl�aninq when s�diment nach�s depth ot 7 incha tor mon than 1/2 I�npth of tank. Joinb B�iwNn My cxack allowinp mat�rial to b� All Joints b�tw�en tank/plpe s�ctions us Tank/Rp�S�ction Vansport�d into taality. s�al�d. Tank/Pip�8�►t Any part of tank/pip�is b�n!out ot shap� T�nk/pip�npair�d or nplac�d to d�siqn. Out of Shap� mon than 109L of its dpiyn sha�p�. ManhoN CovK not in P1aa C•owr is missing or only partially in placs. Manhol�is dos�d. My opsn manhol�rpuires main�nana. I l.oekinq 11Mchanism cannot b�op��ed by on� Mschanism ops�s with prop�r tools. Mechanism Not maintenancs peroon wim proper tods. 1Norkiny Botts into frame have less than 1/2 inch af throad (may not apply to sNf-�ockinfl I'ids). CovK Difficult to One maintsnance peraon cannot nmovs Covsr can bs removed and r�installed by � R�mow lid att�r applying 80 pounds of li1t. Mtent on�maintenana penon. is to k�ep cover hom ssaliny off acqp '�, to maintsnance. Ladder RunQs IGng Counry Safety Office and/or laddsr m�eta design sW�dards and Unsafe maintenancs person judges thai ladder ia allowa mainunanp p�rsons saf�acc�ss. unsafs dus to missing rungs, misalignment, rust, or uacks. Catct► Baslna Ses'Cstch Basins" Stendard No.5 Sse'Catch Basins'Standard No.5 f1•3 1/90 KING COUNTY, WASHINGTON, SU1tFACE WATER DESIGN MANUAL NO. 4 - CONTROL STRUCTURE/FLOW RESTRICTOR - Mai�t�n�+o� Coedttlons VYI� N�MM�Ww� R.wlta Enp�old Cornpo�»nt D�f�cs Is NNd�d 1NIwn M�In1�n�ne�la PwfornNd Ca�n�al Truh and O�b�1� Olstanc�bNwMn d�bria bufld-up and NI trash and d�btla r�mov�d. (hdud�s bottom of oriNo�plaf�rt Iw tnan 1-1/2 S�dkrwnt) f�t. Sbvcturd O�mp� Structur�I�not wwhly attach�d to Slructvr�wcursly attach�d to wall and manhol�wali and outl�t plp�structur� ouU�t pip�. should wpport at Nat! 1,000 pounda of up or dovm pn�sw�. Swctun li not In upripht po�itlon (dlow Structurs in oo�nct positlon. up to 10X from plumb). Conn�ctiona to ouU�t pip� u� not Co�n�ctio�s to oud�t pip� u�wat�rtight; , wat�niqht and sfww sip�s of rust. avuctun repair�d or nplac�d and works as d�alpn�d. My hobs—oth�r than d�apn�d hol�s— Structun has no hol�s ott�than in tM�tructur�. d��ipn�d hol�s. il Gsanout Gat� D.maq.d or p.anout paa Is na wat.rtfyht or fs Gat.(s wat�tlpht.nd worlcs as Gsl�n�d. I Mfssfn� missirp. C3at�aannot b�mowd up and down by Gat�mov�s up�nd down �a�iFy and is on�mdnunar�w p�rson. wat�rtlpht. Chaln I��dlnfl to�b Is missln�or Chd�Is in plaw and worics u d�sl�n�d. � darnaQ�d. � Gat�is rusbd ovK SOX o!fts wrfso� Gatr Is npaind or r�plac�d to mNt I� 1 u�a. d�spn standatds, i� ifla Ptat� Damaq�d or Cortvol d�vio�is not workinp prop�rfy P1at�is In plaw and worfcs aa d�sipn�d. _-- �Afsainq dus to missinp,out of plao�,or b�nt or�a plats. Obstructlons My trash, d�btis, wdim�nt.or vpetation Plat�is tre�of all obsVuctions and wotks blockinq th�plat�. u d.siqn�d. Or�rflow Pip� Obstruat{ons My trash or d�brl�blockinp (or havinp P7p�is 1rN of dl obsVuetlons and worics th�pot�ntfal ol blocicinq)tM ow�flow as d�siyn�d. WW• �ha�� SN'GoNd O�t�ntion Syst�ms' Standud SN'C1os�d D�tentior� Syst�ms'Standard No.3. No. 3. Gcch Basin SM'Gtch Baains'SLandud No. 5. S�o'Catch Baains' Standard No. 5. A-� 1/9� KING COUNTY� WASHING 'TON, SURFACE WATER DESIGN MANUAL � NO. 5 - CATCH BASINS ti+.��a.,.no. cona�u«,.wN.�+ M.�ow,.n�. R..�n. E�Cp.oaa Compwwnt D�hot Ia NNd�d Wh�n M�Int��Is PKf�otnwd C,�n�ral Traah 3 O�br1a Truh o�d�txi�of more than t/2 cubic No trash or d�bris lout�d ImrtwdlaWy in (Inelud�s foot whicA is locat�d Imm�diatNy In front front of catcA baain op�nl�p, S�dlm�nt) of th�catch basin op�nlnQ a Is blocklnp capaciry of ba�in by rtwr�than 109�. Trash ar d�b�s (In th�basln)Mat No Vash or d�bris In th�cateh basln, exueda t/3 tf��d�pth irom th�bottom of bas�n to invert af th�lawest pip�into or out of tne basin. Trash or debris in any inlet or outlet pipa Inlet and outlet pipea trs�o(trash or II blockinq mars than t/3 of ib hei9ht. deb�is. • �� Dead animals ar veqetaUon that could No dead animals or vpetatlon pns�nt I flensrate odors Mat would caus� withln th�catch basln. complairm or danflsrous pas�s (s.p., , m�than�). Depo�i�s of�arbap��xcNdiny 1 cubic No oondition pr�s�nt which would attraet '' foat in volume. or wpport tM brMdfnfl of InMets or I todents. Struchuv D�mape ComK oi frame extends rtwrs ihan 3/4 Frem�is ewn witt�curb. to Fnm�and/or inch past curb fac�into th�strs�t (d ' Top Slab appticable). I, Top slab has hol�s luflsr than 2 squan Top�lab is frN of holss and aa�ics. � indl�s or CtaCks wid�r ttfan t/4 inc:A I, � (nt�nt is to maks wn all mat�ria!is runninp into tM basin�. Fram�not sittin�flush on top slab,L�., Fram�is sittinfl ftuah on top slab. separation o} mon Man 3/4 ineh of th� ttam�from th�top slab. Cracka in Basin Cracks wid�r than t/2 inch and lonqer Basin rsplaad or npaind to d�siqn Wa11s/Bottom than 3 fset, any svidence of aoil particles atanduds. enterinq catch baain through cradcs,or maintenana p�rson judpea that mucturs is unsound. Gacka wider than 1/2 inch and longer No cracks mor�than 1/4 inch wiM�t the than t toot at the joint of any inlet/ouU�t joint of inlet/ouUet pips. pipe or any evidencs of soil particl�s �ntorinp catch basin throuflh ctadcs. Ssttlement/ Basi� hae setttsd mors than 1 inch or has Basin replacsd or repaired to desifln MiuliQnm��t rotatsd mor� than 2 inches out ot standarda. allgnm�nt. Fre Huard Presenca of chemicals auch as natura) No tlammable chomicals presant. - 9as, oil, and qasolin�. Veqotatlan Vsgetetlon growing across end blockfnq No vefletation blockin9 op�ninq to basin. mo�s trian 1096 of th� bas�n op�n��p. V�getation growing in inlst/oudet pipe No vegetauan ot root prowth present jo�nts that is moro than s�x inches tall and lesa than six inches apart. Pollution Nonllammable chemicale of mors than No pollution prese�t other than wrfap t/2 cubic toot per throa fe�t of baain film. lenpth. A-5 1/90 KING COUNTY. WASHINGTON� SURFACE WA'i' ER DESIGN MANUAL � NO. 5 • CATCH BASINS (Contlnuod) Malne�++ano� Ca�lbn�NRwn �YY�w� R��ults Es�oMd Co�nPw+�^t O�Not M NMd�d NRwn Mdn�w�b PKIornNd Gtch Basln Cow� C�owr Not in F+law C•o�la m�wk�q ar oMY P��N In plao�. Caoch badn oow�I�c1oNd. My opM eatoh DW�nquk�s m�kd�unw. LocklnQ �Md��nism carxwt b�op�n�d by on� M�cl�anf�rn op�ns wiM prop�r toola. M�anlsm Not maiM�anw p�son witt�prop�r tools. Wbrkf�q BOltf i�to harf»hav� Ins than 1/2 InCh of tfu�ad. Cowr Oifiicuk to On�malnt�nana pMson cannot nmow Cov�r can b�r�mov�d by o�• Wmovr lid aftw�pPlyinp 80 Iba.of lift: Int�nt Is malnt�nana p�rson. kMp cov�r trom swlinq off aoc�u to _ main4nano�. Lidd�r Ladd�� Fi�nQt Ladd�r I�un�al�du�to mis�fnp runp�, Ladd�r mMt�d��lpn atandud� and Unsaf� mliallpnrr�nt.rust,cradca,or sharp olows malnunanc� p�son saf�acusa. �dQ��. �Mta! Cxat�s GrW wiM opMirp widw than 7/8 inch. Cxat�op�ninps rr�t d�ai�n standards. (i� �PP�ic+a�) Trash and D�bris Ta�h and d�dis that is bloddnp mon Grw hN of vash and d�bris. n,�,sox a��e.wrt,o.. Damafl�d or Cxate missinq or brok�n m�mbw{a)of Grats is in place and meeb desiqn Missiny tM�rat�. standuds. 1 A-h 1/90 KING COUNTY, WASHINGTON� SURPACE WATER DESIGN MANUAL r NO. a - DEBRIS BARRIERS (�.�. Traah Radcs) � .., � IYWnM�.no. coedlllo�.vN�n MwM�+c. R..da lsv.oMd Compon�n O�No! M IM�d WI� WM+t�ew�o�I�P�ioren�d C�� Tra�h and D�Drls Tra�h ar d�Dris tAat I�pluppf�q rtwr� BarttK cbar to noNvr c�prdy flow. � aw,Zox a m.op.nh+o.In a,.�.R+.r. FA�tal ��d/Mls�k�p �a�r'�b�M out d�h�q mor�than 3 38an I�pl�w with no b�nd�ma�than I 8�rs an miasin�or�ntl�barriK is Bars In plac�a000idtnp Lo ds�ipn. midnp. B�rs an loow and rust fs cau�JnQ 509� Rspalr a r�plaa bartl�r to d�sipn d�bratbn to any part of barrl�r. standard�. 1 1� A-7 KIIYG COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL i NO. T - ENERC3Y DISSIPATORS � � Mvnt�n.r+o. cw�altlw+.wH«� M.MNM,.no. a..ult. E:p�oaa Cornpon�nt D�hct i� N«d�d YYh� M�InMr+�ra� la P�'fonmd F�SIlmil� Roek P�d Mlad�p« Mowd Only an�layw a rodc•xisb abov�natiw fi�plao�rocks to d�aipn atarxsara. Rock wll In u�a tfw puan fNt ar I�rpK,or I any�xpown of naUvr toil. I pisp�rslo�TrtncA Pip� Plupfl�d with Axumul�bd s�dfm�nt that�xoMds 20% Rp�cl�an�d/flush�d w that{t match�s i S�dlrnMt of tM dtiiq�d�plA. d�sipn. I Not Oischar9inp Viwal wid�na of waW dlscharpinp �t Tnnch must b�r�d�sipn�d or nbuik to I Wat�r Prop�rfy oonc�nvat�d poines alonp V�nch (normal standud. oondition b a'shwt flOw'of waUt abnfl � u�nch). Int�nt is to p��wnt�ro�ion I damaQ�. � P�rforations Owr 1/2 of p�rioratlons in pip�w p�an or nplac�p�AotaU�d pp�. I Plup��d pk,�p�d with d�btis and s�dim�M. WatK Flows Out M�int�nanw pKson obwws wat�r F�dlfy must b�nbuilt or r�slpn�d to Top of'Distrfbutor flo�winq art durinp arry storm I�ss than st�rfdards. Gteh B�sln tM d�pn s�m a R b uusfnp or �p�p�ars IIkNy�o caus�damap�. FMcsivinp llr�a Wabr in naivinq ana Is oauainq or has No danyer of landslides. Owr-Saturabd poc�ntial of causin�landsild�probl�ms. Intemal: ManhoN/Chamb� Worn or Demaq�d SLructun dissipatirp 1bw d�t�riaabs to R�plaw svuctun to d�siyn standards. �� Posb� Batfl�s. 1/2 u oripinal siz�or any oo�arttrabd Sid�s of C�amb�r wom spot�xcNdirq on�squan toot whlch wouid mak�structun unaow�d. Oth�r DN�cts SM'Gtch Ba�ins'Shndard No.5 Ss�'Catch Basins' Standard No. 5 A-x 1/90 KING COUNTY� WASHINGT' ON� SURFACE WATER DESIGN MANUAL � NO. 8 - FENCINGi 1 . w�nan.no. ca+auor�.w�n� Y.r+Mew+o. li.wn. E�cp.oad Co�po��nt O�f�ot U II��d�d WA�n �A�I�tMana�la PwlbrnNd (3��d AAlwlnq ot&ok�n MY d�he!I�tM f��w that pwmlts wy P�rts In plao�Oo provid�adpwt� Part� �ntry to a fadllty. Ma+rtly. Pw brokM or mis�fny. Brolc�n or missl�p parts npl�ad. &oafon Ero�iw�rtwr�than 4 fnchh hlph and 12- No op�ninp und�r tM tMo�that�xewCs 18 Inch�s wid�p�mittfnQ an op�ninp 4 IncM�In h�lpht. undK a f�na. Wfr� F�nas D�m�q�d Parta Posts out of plumb mon than 6 inch�s. Posri plumb to wiMin 1.1/2 Inch�s. Top nlls b�nt mor�than 8 Incha. Top rall }rN of b�nd�pr�atw than t Inch. My part of f�na (Indudinp posa, top F�na I� eliqn�d and mNts d�dyn rails,and tab�ie) rtwn than 1 loot out of atand�rds. d��lpn Niflnrrwnt. Ml�inp a loow t�nNon win. T�n�lon wfn in plaw�nd holdiny tabric. MfsNnq or loow barb�d wir�that Is Barb�d wlr�in plao�wHh I�than 3/4- sp�inp mor�than 2-t/2 k�cMs b�twNn inch sp b�tvwM posts. P�- Exansion arm missinp,brok�n.or b�nt Ext��sio� um in pla�w with no b�nds out of�hap�mon than 1-1/2 inc�s. IarQer than 3/4 inch. D�t�tiotat�d P�int Part or parts that haw a rustinfl or scaBnq Svucturally ad�qwt�posts or parts with or Prot�ctivr conditio�that Aas aN�ct�d structural a uniform prot�etiv�ooatinq. CoatkW ad�quacY• s� Op�ninfls In F�bric Op�ninfls In fabric ar�wch that an & No op�nlnqs ln labric. inch�iam�tK ball couid fit throu9h. A � 1/90 KING COUNTY� WASHINC3TON� SURFACE WAT6R DESION MANUAL NO. � • t�ATES r �AalrreMn+o� Coedltloe�YYA�n WInMn� R�db Exp�Oad `" Con+pon�K O�hat I�NMd�d 1N1Nn NNnM���U Prtfonn�d G�al O�r++iw�d ar A,�kp ptM or looldnp dNlws. c3atM and bddnQ d�lo«In pl�w. �AIs�M�p M�mD�n Brok�n ar mlalnp hinp�s auch that pa» W�knact�nd lub�d. Ga�b worktnq carxat b��aWy ap«wd and a1oMd by a frwly. m�ktMnai�p��on. Ga»Is art of plumb ma�than 6 Incfw� Gat�It altpn�d and wrtical. �nd mon tMn 1 ioot out of d�alpn ���� I Misdnp stt�tchK bar. sw�A�t bands. St»tch�r bar, bands, and U�s In pla�a. � and tlh. Op�nfnpa In FaDric SM'F�ndnQ'Standard No.8 SM'F�ndnq'Standard No.8 � I �� A-10 1� i KING COUNTY. WASHIIYGTON� SURFACE WATER DESIGN MANUAL F NO. 10 - CONVEYANCE SYSTEMS (Plpos dc Dltchss) MdM�.no. cona�uoe.vM,.� M�inMn.iw. R.«�ft. �ct.a �Pa� D�hot I�N«d�d Wl+M M�Y+www� la P�or�Md Plpa S�d4r�t�O�brta /locumula�d s�dlm�nt 1t�at�xoNda 201L Plp�dwrwd of ail Mdinwnt�nd d�brt�. a n,.a�.R,.e..ot e,.�p.. Vp�tation Vp�tatlon that ndua�frw rtwv�m�nt of NI vp�tatlon nrtwv�d so wat�}{p,n,s wabr t�raph pip�s. h�Ny th�ouqh plp�s. p�map�d Prot�cUw ooatinQ i�dama��d: ru�t is Pip�npair�d or nplac�d. causlnp mor�th�n SOX d�arfotatbn to �^Y P+R�P�P�• My d�nt Sf�at d�cnas�s th�uos�s�ctlon Plp�npaind or nplac�d. u�a of plp�by mor�than 20x. Op�n DitcMs Tttsh�D�b�is Trash and d�Dtis�xasds 1 cubic foot Trash and d�brls d�u�d from ditcMs. I p�r t�000 pwn hN of ditch�r►d sbp�s. S�dirtNnt Aeaimulaad wdim�nt ehat�xw�d�207L Oitch cNan�d/ttush�d oi�II wdfm�rtt ar�d � of tM d�alpn d�pth. Wb�ls w that it rt►atch�d�slQn. Yp�tatfon Vp�tado�that nduas in�mowm�rtt of WatK ffows h�My throuflh ditcha. MraeK throuph ditc�s. EroNon O�map�to SN'Ponds'Standard No. t SN'Ponda'SLndatd No. t II Sbp�a Rock Uninq Out of Mafntsnanw p�rson can sN naUw soil Fi�Qlaw rocks to d�slyn sw�dard. Pfao�or Mis�inp (If b�n�ath th�rodc lininp. � �PP���I i Gtd1 Basins SM'Catch 8asina'Standatd No.5 SN'Catch BatJna'Standar�d No.S D�bris Barri�a S«'O�bd� 8ar�n'Standard No.6 SM'D�bris 8arriKs'Standard No.6 ' (�.p..Ttash Fiadc� A-11 1� KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 11 - aROUNDS (Lsndscapin�) 'r Malnbn�� Ca�dltlon�1Mwn M�MrM�w� R�wlt� E:p�owd Co�Pa�t O�Not I�Iiwdrd VNwn MaYrl�e�ra�I� Pwlor�n�d G�al VM��da Nh�d�prowlnp In ma�than 207�of t!w 1fW�d�prwnt In IMs tl►an S7�of tM (Nonpol�a�aul l�nd�up�d wa (trs�and shn�oMy). Iand�p�d ar�a. Saf�ty Hazatd My pra�no�oi pdwn My a othw No polw�ous v�y�taUon pnwnt In a Pobo�w�u wq�alb^. landscap�d ana. Tra�h or UttK P�p�r,can,bottl�a,Uofallinfl mon than t Ana d�ar of Iftbr. cubfo foot within a landscap�d ana (tr«s and Wuuba only)of 1.000 sqwn tNt TrMs and Shrubs D�map� Llmb�or parta of trMs or sf�rubs that ar� TrNs�nd �hrubs with I�ss than 59�of th� split or brok�n whkh aM�et motti than toW folia�with split ot b�+ok�n Iimbs. 2SX of U1�tOtal foHap�o!U»trw or ahtub. Tr...«.nrubs tnu haw ti..n cbwn Tr««snn,c In p+ao.tn+a►nJwy. down ot la�odnd ovrr. TnN a shrubs which an not adpuatNy TrN or shrub in plaa and adpuanly M+PPa�a���.� �+PPa�:nrrw�r�arry d�ad or dh�aa�d �xpo�ur�of tM roob. t»�s. `� A-12 1� I KING COUNTY� WASHINGTON, SURFACE WATER DESIGN MANUAL f NO. 12 - ACCESS ROADS/EASEMENTS MaY+wuno. Ca+atloe,wN«, iN.Y,Mn.no. R•.uNs Esp.oad Co�nPa+«rt D�f�ot 1�NNd�d Mllwn M�M+M��+o� la P�Iiorn�0 (3�nKv Tta�h�nd D�Eti� Tnah�nd d�Drl��xw�d� t oublo toot Trash�nd�fs cd�and }rom Nb. pK 1,000�Quars fwt.I.�..Vaah and d�brts would flM up on�standar0 Nz� fl+�G��• 8bck�d Roadway O�Ixi�whkh oould damap�whicl�tlns Roadway frw of d�bris whicf� oould I (plas�ar m�wy. aamap�tln�. My obaVuetlona whldl r�dup charanc� Foadway ov�Mad cl�ar to t 4 h�t hlyh. abov�road wrtaw to INs tt�an 11 fMt. My obaUuctbns r�micUnp th�aoc�sa to Obsuuctbn nmov�d Ep�liow at INst a a 1Q to 12-foot widM for a di�tana of 12-foot aoo�as. mo��than 12 fMt or�ny point nstrictinq aoc�s�to I�ss than a t Woot width. Road Sutiao� SrttNrtwnt, Wh�n any wAaw d�f�t�xcwd�e Road wAao�unlfortny imooM with no PotlwNt. Mush IncMs in d�pth and a puan f«t in ana. wid�na of artWm�nt P�.mush $pOts,Ruts h p��al�anY surfao�d�f�ct wtliCh tpofi.or ruts. hind�n or p�tb mainMnar�a aoc�st. I Wq�tatlon in Ro�d VW�ds prowinp ln eM raad w�faa Mat Ro�d w�faa tt«ot wNds talNt th�n 2 Surfaw an mon th�n a fnclws hll and Ihs than IncMs. a inclws apart writhin a 10�qwrNoo! ar�a. Sha�IdKs and Eto�io�Dama�p� Erotion wRhin t foot oi ths roadway mon Should�r tre�ot�ro�io�and matchinp DltchM than 8 Indwa wid�and 6 inch�a dMp. ttw aurroundinq road. � YW�ds and &ush WNds ar►d brush�xoNd 18 incMs In V1h�ds and brush out to 2 Inch�s(n MipM or hindK mai�nana aoo�ss. h�ipht or d�ar�d k�weh a way�s to aliow maint�nanp aoo�sa. A-13 1�