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HI • (; WORKS DEF_ARTMEr T IOL.T f1�CN �s ►+1 • •R ''• AI�r! M A KC, -1 2(K) h �1'• +► s ♦t,• •;• , It f IL • r UAL- ., �• s _ �.�• �- •. . . • • • • • • • ,RAR TFNS = STP.FRA GT -N i ASTM r r 7T, 1 ;3a iK M 1. dTods _° E-ON6ATOK VOTV D*32 30% WAX. M..I I m iuzsr sT'trvice-n I tas-PA -;37R&FtaAi 4.-v PS Al v 1ASTFr �'iTi 2D-15 (J.5. STAVY:)ARC SICV: SIZ L O■SI/M AiN M AtLLA7rM 3,1. Han NAL (1AIOOD NAND I AMHq IMV E POR o1l oOiENi M/1M CNW4N lr l *A4JB W Aur THAT MRL DW M LAS FM Pit -OWS MT NOMIL H00 ISL Is IMT iiioar11fi1DiD Fm EdN7,111111110arm M liwrw AIWAK 7M N�cl1a1 MAY AT ANY 7NE TIE UW OF Q M W SPIAI.LJj F TIE MG PJEL M Nile P110111 1 EI>Aflt� 1q PAi11�IT OR F TIE MON RML (s � CAS! ONTO PWV�f T. 22- 19011101111111 MALL SE MrsTALLM Ai Piii3111111111111Y Td MB'iNCI TiAAFFIC 701W GO INCON aff"A1IX 2.$. iAtIMlMM1lER PCGBNKJE, TIE Bffft%M= 84AtL %&4i E wC'T� all A f ,9ElS! At'E. TIM CMNIMTiAIIiTIALLY Ifit THE OF TiE PAD AM REDUCE THE NINE) POR MMIMitNtME. 3. 3.1. CA AIlM1Y SPALLS Si1ALL NE ADIXD F THE PAD is NO LOIIiIER IN ACO ifIG# 1M TIE l 3A1'KMif1. 32 gF TiE EIiRN is NIN I PWWM1N1113 R 1�1TAACM CM PANNAW, TWO AL 174 MlWl~ TO i! TM ENTI1NCE. CMt TOitEovu11DM OF WWEL last. 1 11M_ -0.T Wood WA111Y %VM l[E3ii( MW MIlE! !ElTM ENLL DARN TO A �>f T WW !1R POW _ 32. IrMr THAT M TMt7ED QifO Py1LIilT S1Ni1 E , CL N � !�'11M >111ALL E 1 OR STAKJM ON WM. TFE T YOM �ll`Nli la INIPWI NE AM 71 MA TREAT IC 11111M,D &WW. F R l TO �7i>E WVIWM A 9011ILL EMP MW K DONCUCTED. THE SfeDIN151IT V40MD THEN M SEI@ WO THE Er Mtn IT CM W MSD DMtiiA�ED APIIIEB,Y. 3.4. ANY ENIIaAtRY 1I11ALLS THAT ASM L CXMIN M FROM THE PAD AND EM IV ON TSE IMIAMY SMMLL M �M1dY. 3.3. F VE>HOLEi ARE ENTEIM11ii OR EM M IS TFE S11 ATPOMMOTHEItTHM7HEOMWiPMY ENTiMP11101i . F010101111 SHALL BE WINTALL.E D TO OON NOL. TRW41iG. 11L.HI. (, 1' ORKS lTAML� DEPARTMENT c.r z w«o.y. e660r. You ob 811 (D)NAnoR„" M A KC -4 2(K4i Gk]NSLJLTING ENGINEERS LLC 33400 M Avenue soicn Suite los I • i I I Federal Way, WA 99003 NAL ear 00 00.4113 www.oemcml.com 1011111111111n (425) 2117-Meo Civil (.and Surwyin4 Land Prsnnirq Public Ill ArohiMctum ESM JOB #253-00-044-013 R 1ICKMMT 0011FTELY{10 711E eornMMOs aF'RIEOrta, WMIL �L'_ '•`_L�` til% ,�" ',``�y` - ��,, - . -.f�ti,__•t� �t ~y`''��'•�'+"-•`'':, _ +�: `tiC"~t i"` �' ..?r-�`�`'', 2;1 SLS FLOWPATH LBM i 3.3% i 1 A T(] 1V 51t1T; 2W FEET ` 10 25% 5 (2T04)H.-1V 2S --W Sn FEET : r`-� • y,, T -V MOM Li 010MA CE SUCH THAT IM1111111111111111 p• A ARI!! s AM OF EMIL EL MOM INaxinrum rockeryheight H - 7 feet. • I GEOGRID SOIL REINFORCEMENT 44444 - L 5 5 • ' I I III ..�_ •--�.�.I�.�� , . pe I Geogrid shall be oriented with the highest strength ! t i '�' ' .� 2 f?e0f+�med f axis perpendicular to the rockery alignment. H i oil T1 Il SII -1! III � I �. ooi1NE+�ION OF LNE 1.1. 1 TED MMti W FlK1lM011111110i$ M AND Pfeil POiDIB ORWM 12. TD OOMMlY ItAltlPF IM7E19'�'T[f! PIMIM UNN/TUl�i3 MIFJIS /�7iA�O TSE SINE TO A Ntli�-Ei10A1VE DIEOFiiAIAtiE PONT. L aTArrlrles 2.1. ANY SE011111_°NT tMTONTION OF MtIE 71'MW LS FEET SHALL BE REMOVED 84 TH&T THE CMAIIINEL M PEGTOMM M ITS QIrC11ML 22. TIE CN@= alb 6IIILL ME EX YN FOR NEiiE OF E001AM 1 AND EIN OF THE = AND t11HiMl'0. F SOOUNN© AND ENO@= WO OCCU M®, APitt'M A1EA4 SHALL IE P'NCMMiEO till MPOW Oft AN 0400 11 COW1tOL N UONEf. I' L. H I . (,' V?ORKS l li�l�Cll[ �iAr� s�lAlC Aim DEF-ARTMEI: T M. PLW WAG M A N (', -I 2000 o�AIIIAac o1srL� -,. Thiol o■EE.1rA1eoE�1. � �r •` • K� t` rr s . MLOW HaJFT clMW DEVICE FL7fl~ -NEW { 1 S 5% . 1 L• SECTION VLW Ilk 5 , 1111111LOW MAT MATE EIl1AlrE UAIEMIOMr e1fPAN 4TYP.i t� .f Ire�r*arae rerw 1. sm No w► twill cele Dssia PIEiDj fart a arras nlslU *Now k go service. 2. the NIGD sir Nagle a bl�In hliEhA■w lsy■iww (wrwis►dLrP�l 3. The whirler Wd= war mftw mmmd 1 Vo EM wlluit MOM to afr■ord mmWa 1. -L Piedam raiiMaenee in sawlMaiee un ow4nd s4leM kwan e412N( I'L. HI. (: fiORKSI CIATcn N 1111= STN DEPARTMENT 0 '�11lTIIL • �` 1 TIL • 2 1! 4x111 3 No • ..•••• NO. REVISION M. PLM - 214M Prl! HC -i � 00h �YM!l�PN>NA reL � wrera� LrTilwl� a1w■I■EII IE1Eir itE uua t rw. 1 >AI■Aw� w1�►111w �NAEr11� M M� sarwret� elm W. . V••. VLULL. SPREADER SEE ELEVATION ON SHEET GR -01 �' »t IML rEEMR �1E r IML rrr AL1M Ie x.e'EMLs�IMNteIrAEAMFnim WILL 1 ON mT I�IRU r 0111. CMP PVE, 3EE DEE41L TIEI PePR vML. s1E111 elir P worse IralsEs I. O 11� M t11SM V. 71E TOW ruAT IEWEF 1110 ARM 21 INI�1�# �MLL SNR! i%rf11�LR 2x4. 71E �1'l1�0MtM i �A �NlSML trr�l�E /MD •ILL SM Wt map FU & 3.1. AMii lli liiI DRi riALL 110 -MEN 3 L 71E Alm OULL M ari�arri 1 l 100 �01MD vwrr iiME ws rare is frrf llMNl/1DlrrAIDA l�lrl'l� MMwN. 32.1. ANY A31MS>iMMLL S>E1LV, A1�11E aM� ��AtMf /E PUBIiC WOW 111�1111111111111 DEPARl1MT A0111111111111111 21 Ii& SLOPE LEVEL BOTTIOU _jjjI- - - -Illi Ili II; 11= I,IIII., II III 2 ON. errllALe N>frACPss;oeEws ON Alfll'E e#MOMIr 1. CONNRION of USE 1.1. SAT: 1.1.1. THE TOP OF ALL SLOPES N E71GEs16 OF M'1:1 Y AND V TH AKW1BTMsll at OF E ��. 1.2 AT WEPMALS ON ANY SLOS OC� 7MT Ds THE llNr�tE01E AVBL46ESLiOPE SLOPE PERCENT FLOWPATH LBM 2()H:IV 3.3% 3W FEIT 1 A T(] 1V 51t1T; 2W FEET 14 TC H:1V 10 25% 1W FEET (2T04)H.-1V 2S --W Sn FEET l�Ar1L'ii l00� 2. DOOM AND UWALLATlIOM SP 'fwr�►T10Ns 2.1. FOR SLOPM 2M V MATH MOM THAN 10 FffT GF 111111111111GAL ItLOF, SES ICY M W OR CL0 9PROD iMLEB MAY M UGM. TiE NIaT M WfAM dot T* Ef FECTWIELY M11114011111T TME HWH Vii9.10(2TY IAIIIOPF TO A 410=01NI POM 0111111111IN1111. 22- COMIRM TIVORINIC OVER T!'311111011AW lr11.EN 8HALL IE INS. 3. rA1NT®IAM{'rE •'TANEOAI�9 3.1. DIAMaE 11ES1A.7g O FROM RUNGFF OR CONSTMJCTION AICTMTY IML iE PW#AW Y. 3.2. F TIC FACp..ETY Dp NOT 111!Gt Mtl_Y PETAIN 9T+OINr1 PxJNO'F, THE G~TV MNNR Poo"LjMV,CF TIE NWMLL BE 11L.HI. (; VeORKS SWAW.t DEF_VRTMEl' T �. A - C.' G� 'i� Him SCALE: ONE INCH I- AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY WRi1CNL. NMID 1 siAB HORIZONTAL: NAD 1963/1991 DATUM M. !L - 217.10 GENERAL NOTES: A y, Rockery construction shall be performed in accordance NOT TO SCALE - SCHEMATIC ONLY with the Armed Rookery CoWnclor Guidshnes. NOT A CONSTRUCTION DRAWING I Rockery construction is a craft. The 9W and experience Rock Sizei 12" of the bonder will lorgety dkMaie the sucoeiss of the I oo n,c�on. Geobchnicei Engineer MON. Slope Surirharge Nz and ARC Gukk*tesWhere Appic" A rockery is a protmAive system with resped to the •. weathering and erasion process on an exposed soil face. o - 2'max. I , • D d INaxinrum rockeryheight H - 7 feet. • I GEOGRID SOIL REINFORCEMENT 44444 GeogrM shall be Syrdeen SF -M. o, 21 a � .4e• , -' o O STRUCTURAL GEOGRID INSTALLATION ! =' - ' •' ' • • I I Geogrid shall be oriented with the highest strength ! t i '�' ' .� 2 f?e0f+�med f axis perpendicular to the rockery alignment. H i • ' �' . • Fill CGeognd Reinforcement shall be placed at the strengths, f7. lengths and elevations shown on the constre,ctioc design i backfill and extend to the bank of the rockery The geogrid shall be pulled taut, and anchore prior tt:, backfill placement on the geogrid . CA"rid Reinforcements shah be continuous throughout their emtmmki tent lengths and placed side-byside to f provide 100% coverage at each level. Spliced connections between shorter pieces of geognd or gaps between adjacent pieces of geogrids are not permitted REINFORCED 13ACKFILL PLACEMENT Reinforced Backfill shag be placed, spread an compacted in such a manner that mv>limmes the development of slack in the geogrid and installation dernege. Reinforced Backfill shall be placed and compacted in lifts f not to exceed 6 inches where hand compaction is used, I or 8 - 10 inches where heavy compaction equipment is used ` Lift thickness shad be decreased to achieve the required density as required. i Reinforced Blluc*fiii chats he rxImpected t4 90% of the maxinwm density as determined by ASTM D-1557-02. The moisture cortent of the backfill material prior to and dur" compaction shall be at or dear the optimum moisture oonlent. Only lightweight hand -operated equipment shall be allowed n fleet of the back of the rockery f LEGEND. Drainage mraieriais to consist of dean angular %O'o `• wsi-prselsd quarry apps, with 44w h mazirnum I see, or other maternal approved by the geoiechnical I Ur►dislurbed firm Na*** Sol. ODrain pipe, 4 -rich minnium derneler, perforated or s1o1Md rigid plastic a positive gradient to dischaW r i from the war. R 27CE IVB' )L F 0 4- 2(ij4 CI TY OF RENTON Planning/Building/Public Works Dept. i b= 21 j¢ � f I i 0.• iin. n'. 1i ' PIPE R MIN. 6" Traces c7ontstruciion equipment shall not be operated ding upon the geogrid rainforoement A nil l m m fill thik dries of 6 inures is required prior to operation of tracked vehicles over the grid. Tracked vehicle turning should be kept to a minimum to prevent tracks from displacing the fill and darnag V the geogrid. Rubber tired equipment may pass over geogrid reinforcement at slow speed, less than 10 mph. Sudden braking and sharp turning shag be avoided. At the end of each day's operation, the contractor shag slope the last lift cif reinforced backfill away from the rockery to direct runoff away from wall face. The Contractor shag not allow surfalrr► ninoff farm adjacent areas to enter the well construction site. HELD QUALITY CONTROL The rockery construction shall be observed by the Geotechnclal Engkmr on a periotic or fu64rnie basis as approprielie. Testing of the eorrrpacted bsckAM shall be perrib~ by the Geotechncial Engineer. _ t i' • i 1 't GREENLEAF 3 LOT ADDITION GRADING & T.E.S.C. DETAILS UTILITY PERMIT #U-15001022 -Ai GR -031 7�1• ^-0.1 L ' D A y, -19rn 'z_ z FRO C m� rnm �� M Nz M M M O w D 00 D n O oC3 MO c M D �m CPH� �m N K m D 00 <lI 00 �r 00 M �E W O � 0C OC � w O d 00 ►--I 00 CA 44444 M rn T O 0 �O M �E