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HomeMy WebLinkAboutR-417871NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. Go T O SIT W I— Q Ii LU J O in DocuSign Envelope In 6EECIEESELSO AAE4A-B436 A317AA638878 MATCH MATCH WIDTH wom 1 e0 ME MIN A STREAMBAEES i(wC � JDES L MILAN SEE EnM .I'PJ PERSPECTIVE Cm OTTE UP MIN TAPER GUTTER AT CITED CUT TO MATCH GUITTER SLOPE UPSLOPE ADD PLAN LURE .._.._.. T SEE STD PLAIN 262 M£dt Been REATMEM OUTSIDE IN LET AREA. 2 NLETCURB CUT MOTH SHALL BE 24 M GUTTER STORES 1F ON GUTTER SLOPI 5%. SHALL ES WBSLES PERwspOT FW LIPS COBBLE PAD TO BE a THICK. PAUL 11 SIDESLOPES.TAPERNG To 12FACILITY' WIDE AIDEDWESOTTOM. o. COMPACT SiPERETENTiLAN SOIL Mix UNDER COBBLES TO Boa MAX STANDARD ANCESTOR DENSITY psiM OMAN GENERAL NOTES: I BOND NEW CURB AND GUTTER TO EXIS71NG CURB AND GUTSIER PYTH EPDXY AND DKONEX CONNECTION, IF RETROFITTING INTO EXISTING CUBBLINE REFER TO STE PLAN IN 10 FOR EXPANSION JOINT DETAIL 2 SEE CONSTRUCTION PLANE FOR SPECIFIC PROTECT REQUIREMENTSUNLESS AU INT51 55TOFoPUlNNG262ru30 PUBLIC WORKS PR o: BIORETENTION - CURB CUT INLETS GAZ 9/28/ 018 1 DEPARTMENT .,. DATE ORETENTION - CURB CUT IN Call 811 • business days before you dig Docusign Envelope ID: A970703e-AOEF441F8140-2CM48E874LR PER WELL FACE IISO SEE NOTE 3 5 MAX E NOTE ETYP.I CATCH PARK ADJUSTMENT SETTLED AD REQUIRES DESUNERTIOSSAWYELEARATIGN DESIGN GN G NGWS- I FRAM A AND ENSURE EVEN. iBEIS LTTED O CFOUNDRYOMP�FTSTO MDSH MSTMDARD PLAIN B-3) I SUED GRATE TO OR BEFORE IRONEQUAL SEE oM0 SPEC E CAi ONG 11512) 2 MINIMUM STREAMBED COUPLE DIAMETER SHALL BE DANGER THAN MAXIMUM CAPE CORNING S ALL GUESSIDE RINGS AND COAL WAS $HALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION HE a THEN APPLY MRSEETANY TO INSIDE 4 WHEN CONNECTINGNLP N USE A PPICTERSHOP WITH CORRUGATED PIPE TG EQUAL)MENCOMCUSUSTOAEUSTNOE USE A FABRICATED CALVIN OF THE MATERwAERCONECINGPIPE . GENERAL VANOTES: 1 PLANT CING N FACILITY TO ALLOW MAINTENANCE ACCESS To STRUCTURE2 121NCHMIN CLEARANCE WITHIN OPPEREFLOWSTRUCTURE SPACE BE PROVIDED FOR MAINCENANCEACCESS 3 OVERFLOW PRESS MUST BE LOCATED AT AN ELEVA71ON HIGHER THAN FEE STORM ORMIN HYDRAULIC GRADE LINE To PREVENT BACKFUGHM INTO THE SOMETENI FACILITY OVERFLOW STRUCTURE STALL BE LOCATED WITHIN 10 FEET OF ROAD EDGEACCESS UNLESS APPROVED OTHERWISEOVERFLOW STRUCTURE MAY BE LOCATED IN W� SLOPES PUBLIC WORKS BIORETENTION- OVERFLOW OUTLET AM VIR)DEPARTMENT Martin Pastucha uR STRUCTURE VAISIV N.P3.^.4F'9. D DATE BIORETENTION - OVERFLOW OUTLET 11 CNIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RESUBMITTAL N0. I REVISION BY I DATE I APPR AS NOTED RIZONEL, ""o°°° MMI DATUM AT NI F II AS INCH DocuSign Envelope ID: 6EECEE86602A-0E4A-B436 A317AA638878 ----------- AL„HONDEoNEN. a`— SEE BELOW ___—__----___'I. II I I I Y 0 q Y I I I nsC815i I I IWOOD PER MULCH /` OLD OM SID SEE CONSUL N 2Szm� L pMIN S N _ 1 _TREE SSE-oERAL- OR LANDSCAPING Jr PING IURie �u a �4 OR TRANSITION ZONE CAP T 11 BICRETEURTION SOIL MIX NOTES: \- SURPRISE AND UNCOMPACTED SUED E 1 WHERE NOT CONCOCTING EXTRA REQUIRED CLEARANCES BE UTILITIES TREES KABLY BE LOCATED IN SIDESTEPPED REDUCE EATTOM YAOTH TO v MAT AND INCREASE SIDE SLOPE TO I 5H IV ADJACENT TO FARE TREES TO BE LOCATED ONLY OUTSIDE OF LINER FOR LINED FACILITIES GENEN L NOTES: 1 ALL PLANTS STEEL BE SELECTED RUTH A MAXIMUM MATURE HEIGHT NOT GREATER THAN X INCHES ABOVE THE TOP OF THE FACILITY WITH THE EXCEPTION OF TREES BAD ACCEPT SHRUBS 2 ASSETS P-ANS2PI AND SEA 20 FOR SECTION VIEWS OF BASEETENTION FACILITIES 3 MAE THE CITY OF RENTON SURFACE WATER DESIGN UAL (RENTON swoM) TABLE C 26A FOR A ELECTION OF APPEARED WATER TOLLEANT PLANTS AOI SPECIES ARE ALLOWED WITH CITY APPROVAL 5 PLENTS ALI TO STREET DRIVEWAY OR SIDEWALK SMALL BE SELECTED AND SURVEY TO ALLOW ACCESS to So NP e. PSSHAPEµN SPACED TO ENSUREPEDESTRIANS ACCESS AND UNIMPEDED FLOW FROM INLETS OUTLETS AND 7 CONTINUE I LOCH FOR A MINIMUM OF 2 FEET PACT THE TOP OF DARK ELEVATION OR UNSTABLE LANDSCAPE ESERAING IF FACILITY IS EXPLABLENT TO TURF 8 PLANPING DESIGN SHOULD MINIMIZE COMPACTION OF APPAREL PLANTS SEES RING SOIL SPUN MAKER FOR WRVE IE.G..CP.iRpSS)RR ANNVK REPoA MARM ACCESS Es.PERMITTED TABLE: PLANTING ZONES ZONE PLANI SHRUBS O WATER)7 PAT CAN TAXPAYER STANDING FACILT)V60TTOM SHRUBS (PLANTS O COUNT RECASTS ONGESEARRONAL STANDING NOINp LOWER SLOPE TO TOP OF PO WATER) OGROUNDCOVERSESHRUBS UPPER SLOPE I SIDEWALK DEALS OOO ACCENT SHRUB (SELECTAPPPRie PRATE SIT RUB PS SIDEWALK GOE E I LOWER SLO)EAcwn BOTTOM OMM TREE UPPER SLOPE,SEE NOTE I PUBLIC WORKS BIORETENTION PLANTING - DEPARTMENT SECTION VIEW IORETENTION - OVERFLOW OUTL KITC lcpff 3601 Sun Avenue, Suite 1600 Seattle, WA 98101 306.632.5811 www.kpif.com V CITY OF ' FENTON Planning/Building/Public Works Dept. PR D'srD� P-B GAZ 9/28/2018 1 ��mmldm- DATE AN R-417871 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING ElFarah 04/01/2022 Oil msippo 04/07/2022 01 AND SOLERA 2842 NE SUNSET BLVD K' RENTON, WA 98056 AN N STORM DRAINAGE DETAILS SUCH71 14. Z LSE) O M O O O O N Q J M M M O O O 00 IY E7