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HomeMy WebLinkAboutSWP5402038.1S S. M. H. No. 5 1._ � IN�s Ems; 3''SS S3 Z� �.. O \ G O \ -o \ \ ^l GRAPHIC SCALE \ 374 C 10 20 40 80 \ V)0 ( IN FEET) 374 1 inch = 20 ft B. NO /2. Ex/-5T �C C o A J T,+eoL. S i 2 UG T cJ.eE TOP g Ee M � le 40 M4 A.IX4OLE ELEV. = 3 7/• :5 37Z 2 .2ows -4'M� , T��� _ ,l 3 L i 0 , \ Ze>C _ GAO /oAJ s \ 4j0 ' 8 , 1 D �� Q � \\ VVATEZ ScJe_,-4cE O d I & \ eQ \ !�, /,,,uv)= GP�P ' CELL L NO. 2 CELL N0. 1 -3 ,eows - \CEL I Ass i�./G 8 " so�c eE 36..�10 Li <%�I ��= L - 3GG.4 C / VN SE T OM �'1 - �7 \ /_- i �� �,/S• `il' `R / Si3'p� � PAS4>cJA0- EMEr-GEAvcY �p - , � � ✓ �i/,/N� S��-vE C� -io'/o dVE�. �Lov`/ W. S. .SCALE H02/Z. / "=Z0 ' VI �� S5 GPI dY �q�,\ ELEV = 370. 7 VEA2 77 — — F' ovt/ 2 Cw,e 4 vF (o ' Lcl /o E TOP OP SEJeM ELE 3 7/. t . OVE2 F2_0K/ CELL NO. 2 CELL NO.1 a G. A O/O.-/S I = Z ' E L J ti � V o E,e Q� \ A ELE✓.=37o./,, � II O \ EM�,eGEn/G y O ✓EeFGo�/ N U z q of _\ Ex / .ST/nJG \ A I.T.S . U 20lJn10 4 Ilk I� MAC. 1ti'ATE2 m o r_4 ST / m ' \ ,35 I JAGE T 3 6,8 Y-E V o. @ w /Z'� CPFP BoTroM //. ELEV = 365.88 �,I \ GpE.P; 340� \ xs �o /.E• /2 o✓G F SEC /0AJ 0—O �} 5 ry I E5tA \A� LSCALE Hot/Z / =_Zo' ATE G f-1 pT J41 _B 7 5 M ED 3� I s G PAL-1's ^� E"X/s T/fJG cr,eoutio wA TE2. EL Ev. = .370-0 V 37� 374 3 72 3 70 3&8 36l(.0 3 7Z Z 3 70 _ EX /S TiN4 �Cs.2ADE U TOp O.� AOE.2M C''eoun�� O Ld EL E V= 36, S. d V 3�8 � Mqx. wATE2. ELEV. _-36,6v..5`5- O 7. 3 7 'la SEC T/O�! C-C SCALE f-/��2/Z / " =,ZO VIE 2.T / = Z' �_ ` QJ�4"_�o pppGA�E NOTES FOR PLAT OF RIVER RIDGE 36/O ZZ I ` �l l ` cG�r� R c DA TUM l r 2-2 I�_ ,o 3 1. BIOSWALE AND POND CELLS SHALL BE LINED WITH k N r S 6-8 ^ A COMMERCIAL HEAVY PLASTIC POND LINER ( MIN 4O Ma-) OR A BENTONITE C.LAY(MIN. 12"THICK). A LAYER OF (TRACK) COMPACTED `367 _ 378 TOP SOIL A MINIMUM OF I8"7-H(CK,5HALL BE PLACED OVER 9 THE LINER PRIOR TO SEEDING. O, 1 (o_//_ BFRM EMBANKMENT SHALL BE CONSTRUCTED ON i \ ` p ��� N 1 �,e ✓ L ,Q�CE COMPACTED SOIL (95% MINIMUM DRY DENSITY, C� S + STANDARD PROCTOR METHOD PER ASTM D1557) `i -700� F U� �` ly,s3G�•Q3/ PLACED IN 6" LIFTS, WITH THE FOLLOWING C• A �7,6 �C / 8 � \/ SOIL CHARACTERISTICS PER THE USDA TEXTURAL VOL.-�Z� ` `1 ie0�/o,.1 I /�"c��F •� cam-• �,IT I OF RENTON TRIANGLE: A MINIMUM OF 30% CLAY, A MAXIMUM C �. Aa �p OVE2FL0 , F= • \ Ell ^/o• t/pL JZ o f> AvV " �"c? ry Z �'PE� B.M. No. 260 OF 60Z SAND, A MAXIMUM OF 60% SILT, WITH % ` NOMINAL GRAVEL AND CABLE CONTENT. CElI y35 �.f Gad CHISELLED SQUARE AT BACK OF WALK INTERSECTION, Q J ' !2, N.W. CORNER SOUTH 7th ST, & HIGH AVE. S. SEEDING SHOULD BE DONE IMMEDIATELY AFTER FINAL SHAPING IF COMPLETED DURING THE PERI- �� Y42L• 3� %O 9• 13 n ��, j76— ODS OF APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 0 N �\O•L ry� 3. C� 1 THROUGH OCTOBER 31 (IF PLANTED BETWEEN ` �`' FAN TAIL JULY 1 AND AUGUST 31 IRRIGATION MAY BE REQUIRED) . IF BIOSWALE AND POND CANNOT BE S���T G.B, .r/o. 9 - Tj��El' SEEDED DURING THIS TIME PERIOD, BIOSWALE AND POND SHALL BF PROTECTED UNTIL THE NEXT TOW ura+Es �' 73 AB -BUILT CERTIFICATE NEREBV CER: IFY T1- •� � <L f-OLLOw'1r0 GMECI�O REPS Z%40WNI 11l W00 ARE A Ht ,t9LT OF r. FIELD S R M PERFORMED RY I,(IA._ Its. UhIDER MY DPWTKVL STOW MAP&J E SMKTARY SEWER wATEFt sywm I N011Z. LOCAT KA 0 N XM LOCAQIOM C7 ri M LOCATM 14 VERT. LOCIrTIOM O VEW. LOWMI O VERT. LACAT M O on" / Z_ �PepS 2 E ;3�oQ'/�E`- 3,Z¢,D SEEDING PERIODWITHMULCHING. APPLY APPRO- PRIATE MIXTURE TO THE PREPARED SEEDBED AT A Z GVB�QY spA N Q� �O n' C l /C /ZiISF�=�6%¢'O PATE OF 120 POUNDS PER ACRE. COVER THE SEED _ QJPje, Ili `N�'/j01s&vt )= ye,- WITH TOPSOIL OR MULCH NO DEEPER THAN 1/2 INCH. SEED MIXTURE SHALL BE PROPORTIONED BY o WEIGHT AND SHALL CONSIST OF 15% KENTUCKY \\ O. 12 Z�G \ �( o�o BLUEGRASS, 40% TALL FESCUE, 3OZ PERENNIAL GB lJoL S� IV RYE AND 15% CHEWING FESCUE. "HYDROSEEDING" �C FY CD F F? F, N'T C ) i t �\ Cdtj 01-E'%2,�,. ��� APPLICATIONS WITH APPROVED SEED -MULCH- DEPARTMENT OF PUBLIC' WORKS FERTILIZER MIXTURE MAY ALSO BE APPLIED. L T. FOND & BIO. S WALE RECOMMENDED -3� w FOR � RIVER RIDGE ®1f `wM, :.�..6-Q'� ' �r __ .qs-mod/G/ - S�O.E'M J�L // Z/!z DESIGNED MU DATE 6� 13�91 FILE NAME 89041 ^1 I - , - - N �j P�' ✓�" .0 132y.'��0 �� W 4/271QI FjP MLD 101219/ DRAWN: DCii. - --- -- - - - 2 PER RE V/E O C. 1 CHECKED MD SCALE 1"=20' HORZ. FIELD BOOK - PAGE z (h p `f�NA�� P�2 2E ��Ew LE7iE.e i A� 7 z��i ----- -- -------------- Q• -- 140 REVISION BY APPR DATE APPROVED SHEET 6 OF 18 .. ...... .so.... �......-,.-_:....,.m.�.�.-......-,,...-...�..�.-....:... ..--.,.s..E,.. DiREC TOR OF PJBUr WORKS z 0 y �o a D a o � � o z o p C Z z _M. 11 o V C T m z _ m D 0 I o � ao C o C7 1 o 1 N O W 0�0 -6w P - 54-103*