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HomeMy WebLinkAboutTED4001479.1qw I S SIDDN�L1� I (SEE MYAI Cowc, CURE IE Ian PARK WFE N, - Z2.I 1,4. 3ot 5717 2" COMPT. DEPTH C L , Y3' I ROAD SF. _-r[ O Q ,&SPHAL'r C0WC,-(AS AEaU--) ]}OSrIWGI PAVItJta p,02Fi t=T• %10 SLALE 2�1 I I � . I'/i' MIQ, COMPT• DEP, GR. Sug,r4 wc, TOP COUP,SE.. Aov M4.7s ; 4,1 A-V d 2' tAlQ. CoMPr DI✓PTN GR. SO4CYALINC, (3A5E covRSE , g. M . Yc IQ � CuRe, bt_ 198,4-7)2( R 1 M 15Co.CroCo I.E. 14Co.4a, 0 01 Ca WATE..R MA.I►.1 12�` LOI-�C�. S•�• Z.E. 194,0 2.51 C,Z, R1M 198.3 IE, 19Co.4 S.S. NA.I-1. RIM 198,3Z 02' 00� t, iE. 191.g� ti i + 0+00 S E , 4 _ST. 5T) = TYPF- =. Ca>Qc,�T. ovag- a In �0n SIDS SEWER �LiT�(2 iw4A.ihl �n CT`�P> CXIST, S-roR►n SEWER- , E V ToP = 191-10 - 12x 12 X 8lT1rE G,4• INv._ i$8.8t ExIST, 12,�couc.S.ue9.4b%t R�• IZ"C01�1C,• S.D. _- __ � RIM. I8rd.4 u \\ I.>:. OUT 184.1 93,�' I 9 hWItQ AIK RIM 198.9 _s'1 a v - J �y >, 50,©O - -' CEz15T WATER yAL�ER i E. 191. 0 U.G. TEL.E. 13OX i o 9 I '9Y lO LF, 6' 4 PIPE @ IWIo f .5 ct> nu -apt ►NLET 5 -TOP 07.90 I? 70L.F. OF8°0PIPE@0,50�6 PEfZoRrt"� INV= 195430 TEMP. SILTATIow CAN'fROL - ---- --- �Q"' 0+50••- ALOIJG, WEST PROPERTY 4�C LIIJE C'7E6 DE-TAIlv,� A ­r AI PL_F_ 5' MI ► I&IYP. -TYPE.0 C.L3 ©(sp'GDmu)� ! ` CJ i -roP 195 • o ± ° i ) j 1NV,It,'1(5�=1S9,2 1 �5L-1 LL CJ --- Ip. HORiz- 5�L.E I"= 2.01 10 L.F. OF 8"¢ PIPE @ 9% VERT. 5C.r6,f..,.l III =10� INLET QToP=19Co.2 INV,=193.2 PA jZKIG ARF.C, WATlrK IA-14. RIM199,1 O Cn FIRE HYD. 7019z 10)5.0:t, r4c"No,So I DEL-F--L0(_V.1"6) ilia-� �I'r�rtp•'jz�`L i�,iILL 1� 1.�>,.►tri p{i�G�jL`�( GVL�:Y+:- l./�I,t �� . �o G.5' MIN, OVERFLOW 6 � CL , • 193,0 -to WALL. 8„" m g'I lR PIPE iN@2% Ot�'iG°'0,50/0 5�.i, GIr�•l.�l , - INV,1t39.2 - C�b UaI')%YL ; B" -rE� . REsrRlcroR � �— PLA-rE w� 13i�• o° oRIF1c.s GUT IN ` u. 2 MINA. PLATE a �� .ci ' � � ' \�� V � � 1 t�W�. f�-�ILL.J.� ��� l GX.��iI ^.v.•'y-i' 54N0 T Ot 3L a,"- ?--,E e>1 .,�las�lr r3 fi cog. ? T-fY _Z 6PE.S-r R I C.1 o R QIF-NW waul4c,, vV,5� No 6CALE J I.ii.lt 8 ( E L_Ev. 19G.5 _ J i0t I tOOr - I -PARKWAY rlf l-U 1'�� �9 I 3 5' wIo>: co�x..wal K 1„ 0A ',c MAY gE IN ± O EXIST I U 41 BEY CL P�,oPosF� GRADE - u.i ! a +� J co Ir U �m J i }®� PRO FI L.E.. co I � --� �4-1.01 MW. I 4-1 LF. 24 P'IReC 2,0 % j a 4 1 J til 0 l 5'/2" 50(2�M OR EOCaED Q I " FT S LOPS L .', � 1111 z c •a, 4 • v - , � v , � . o _ -.9 I"BoT`fF.R Ld Tc_)('pF WR& aDRIVEWA( ALLE_`� ° O Top = 19z.8'- 7 } Z -1+50 Iwv.= 1y0.1 4 f 1 200 3 2 SI lu a y 3 cs 00, is it 101 T -GURPa, (aLyt T'ER J SIDE.WpL,K, DE'1"1_\1L No 5��>✓E Jul- dE cuRC> p �o p _�c m m 3o- a 5,-C t ii d � 2 5'D +1 ISO oao i 5 8 — O �()�> 0 p N (ZQD TbP oF' C,UR 3 F_L. , (TY P)' 210 r W I 104 '!L AVE. SE... ( PA914i AVE-. N) VIEW —00K (A 200 3 I CURB > G,U't I"eK (Tye.) too I STREET GE.N'TErR 1.... I N E, PRoFI LEES O O O LP O Ln Ln CA � 0 vnVt. Uff ago AW ow � dI I g 61Lb X U1 0- 00 �? o UIN V_E_ V161!`.i 1 1 14isp 664LE 1" = 256;0" _ GENERAL CONSTRUCTION NOTES: 1. All construction and materials shall be in accordance with City of Renton Dept. of public Works detail specifications and developer construction. 2• All required storm water retention/detention facilities must be constructed and in operation prior I to any paving unless otherwise approved by the Dept. of Public Works. 3. Downspouts and parking, driveway facilities must direct the storm water to the drainage system. 4. Drainage structures not on public right-of-way shall have locking lids. 5. Trench backfill materials shall be compacted. to 90% maximum density. 6. All disturbed surfaces shall be seeded with tough, hardy, fast growing, grass unless landscaping/ erosion control measures are emploved. "Grass seeding will be done using an approved type hvdro-seeder, or as otherwise approved by the Dept. of Public Works." 7. Elevations shown horeon are subject to final site grading elevations. 8. Locations shown of existing utilities are approximate only and it shall he the responsibility of the contractor to verify the correct locations so as to avoid damage or disturbance. 9. Datum/benchmark: City of Renton BM (tack on curb) , T1TAT corner of intersection, TAT, 39th St. & Park Ave. N., Elevation 198.47 TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN NOTES: 1. Where possible, maintain natural vegetation for silt control. 2. The temporary erosion/sedimentation control facility shall he constructed prior to anv gradina or extensive land clearing in accordance with the approved temporary erosion/sedimentation control plan. Thece facilities must be satisfactorily maintained until the construction and landscaping is completed and the potential for on -site erosion has passed. 3. Return siltation control areas to oriainal ground conditions. 4. Provide and maintain temporary sedimentation collection facilities to insure sediment laden water does not enter the natural drainage system. The siltation control systems depicted on this drawing are such as to meet minimum county requirements. As construction progresses and expected (seasonal) conditions dictate, more siltation control facilities may be required to insure complete siltation control on the proposed plat. Therefore, during the course of construction, it shall- be the obligation and responsibility of the developer to address any new conditions that may he created by his, activities and to provide additional facilities, over and above minimum remii-rements, as may be needed to protect adjacent properties. Property Description Lot 25, Block 13, C.D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN NOe 1 TO THE CITY OF SEATTLE, as filed in Volume 11 of Plats, page 63, records of King County, Washington. 210 Soil Log - 1 0-30" Brown sand, moist 30-48" tan sand Perc Rate - 15 min./inch � I zoo I 190 0 i/47f O t APPROVED' CITY Or RE NITONl DUAyR"TMAewl Or R)bOC WORKS �� ��' 14,, i %A UI qf �1 d V v 41 p� Z 1 t u1 o 1= ILL �z N � w .4 ;o a0 - M N Cn DA C W W v CY I J - t- N N 4 i i �cr N W t O LP ,(} J ` ' i O oN • r CIJU t- `° w .r • J O H 2b} W bp', Q O = .ANDS O J :4k� 0. Q = v 3 a� r rn rn _J W X CO _ 0 LJ W j z_J�W I a o co inffJ v _ ._. 1 o Z z i dai f LL: z - 2