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Home My WebLink AboutzR-3857SetLEGAL DESCRIPTION THE SOUTH 16.50 FEET OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WKJ AMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 340 FEET THEREOF; AND THE NORTH 83.50 FEET OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 32; EXCEPT THE EAST 340 FEET THEREOF. EXCEPTIONS FROM TITLE REPORT 1. SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES AND APPURTENANCES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER do LIGHT COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7901230675. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 2. SUBJECT TO AN EASEMENT FOR WATER LINE(S) AND APPURTENANCES AND THE TERNS AND CONDITIONS THEREOF GRANTED TO SODS CREEK WATER AND SEWER DISTRICT, A ML"CPAL CORPORATION, AS CONTAINED IN INSTRUMENT RECORDED U0IDER RECORDING NOS. 9207171283 AND 9207171284. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 3. SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20120809000665. 4. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBIACK LINES, NOTES AND STATEMENTS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUOMNG BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP. NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ON THE PLAT OF PANTHER LACE GARDEN TRACTS, RECORDED IN VOLUME 9 OF PLATS, PAGE 25. 5. SUBJECT TO COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM RAYMOND E. DEACY AND ELVA K. DEACY, HIS WIFE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7204110301. 6. SUBJECT TO CO'V'ENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM GLADYS L. GREER, AS HER SEPARATE ESTATE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7204110302. 7. SUBJECT TO A COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM ALBERT HLAMEN AND MAXINE HUVINEN, HIS WIFE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7206210426. 8. SUBJECT TO A COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM GEORGE F. LANSING AND DOROTHY LANSING, HIS WIFE, TO THE STATE OF WAASHNNGTON, RECORDED UNDER RECORDING NO. 7208240314. 9. NOTICE OF ON-SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20130719001046. 10-16. NOT REPORTED HEREIN. 17. SUBJECT TO AN OIL AND GAS LEASE WITH CERTAIN TERMS, COVENANTS, CONDITIONS AND PROVISIONS SET FORTH IN INSTRUMENT RECORDED UNDER RECORDING NO. 6167523. 18. SUBJECT TO A PURCHASE AND SALE AGREEMENT BETWEEN JEFFREY J. WOLFSON, AND/OR ASSIGNS, AND TOM AND SHIRLEY GOUGH, HUSBAND AND WIFE, AND/OR ASSIGNS, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20050909000472. 19-26. NOT REPORTED HEREIN. DEVELOPMENT STANDARDS (R-8) PROPERTY OWNERS MMX. mmw-. 8 OU/MET AC DOUGLAS WOM sir W. PARCEL 332345-9273. -9344 MWI, LOT SUE: 4,500 SF ANERACE 1217 CORAL DR W oav-o, FIRCRESI WA 96466 MIN. LOT VM: 50' IIAERM z ®0' COIR LOTS DON LANSING ca m PARCEL. 332305-9123 MIN. LOT OEM.. IV 14620 205TH AVE SE 10MS RENTON, WA 98059 BtNL01N6 SE1S: FIIOlfT: 15' EP ENTERPRISE PROPERTIES ILC SSE: 5' PAS 24913 104TH AVE SE SIDE SIRM: 15' KENT, Wk 98030 LIAR: 20' 6 MMX. BLDG If 30' JEFF"ERY WOLFSON PAi10EL 662340-0054 T.E.S.C. OETANS & N01ES PO BOX 6602 MAX BLDG 00109t: (CENT, Wn 98064 LOTS GOWA7 R 1 I*N 5,000 SF; 35K OR 2,500 SF s (wF+IDa" is WA10) EVA DEACY LATS 5,000 SF OR LESS: 50'6 PARCEL 662340-0053 oR-01 PO BOX U461 MMX. MP. CO OM 66R (REDUCED FROM 75E TO MEET LOT 8MP REQUIi )"M) PENTON, WA 98058 DEM MACY= OF RMC 4-2-115 APPLY SITE DATA DEVELOPER PLAT ©REENLEAF PIIEUMPOW PLAT COINER HOMES era 10SiH AMIE NE, /goo CITY FILE NUMBER: MaLEAK U% X04 SITE ADDRESS: 18655, 15647, 18619 do 18625 106TH AVE SE (an� Aoe: RI ICER PARCEL NUMBERS: 3223050344 SITE AREA: 24,803 S.F. (0.57 AC.) DISTUIMED AREA: 24,803 S.F. (0.57 AC.) ZONING: R-8 (RESIDENTIAL SMIGI.E-FAMAILY) EXISTING LAND USE: SINGLE FAMILY RESIDENTIAL AND VACANT EXISTING STRUCTURES: ALL STRUCTURES TO BE REMOVED PROPOSED USE: 3 -LOT SINGLE-FMALY SUBDIVISION. C0hl&LJLTlldQ ENGINEERS LLC 33400 Oth AwrK» ScMh I • Subm Fadw Way, WA 98003 rwr M-01113www.eemc".com BMW( 2"-4m Civil Lmw Sw� Law �*q PublicE� r ori I �t Al wt I Lwwie� Ara+M ESM JOB #258-044-013 'I A -11019301 =I wle F "01AZILI[ill 0 1 MLI, TLA CONSTRUCTION PLANS prepared for 846 108TH AVE NE , SUITE 200 BELLEVUE, WA 98004 UTILITY PROVIDERS . • Nklm mm CPM •PUwr soum Dow G & Soum DOW > >4 a .o FW- CITY OF FDIV M PLANNER/ENGINEER /SURVEYOR E51M 00N®IILINIG EIIEi1lS, LIC 3344 014 AW 90;ft' /�06 FETAL UW, 0% 98003 (263) &3"l 13 CONOCE 011110 E GASWIEID, PE GEOTECH ENGINEER EARTH smmr4915 18M, LLMC 1805 13M PLACE PE. 02D1 m I EVUL MM 901m (425) MK -3300 CONTACT: KYLE CMM41 LL rte• • P I 11 3 Gig prepared by 33400 8TH AVE S. SUITE 205 FEDERAL WAY, WASHINGTON 98003 Phone: (253) 838-6113 PIPE MATERIAL. CORRUGATED POLYETHYLENE (CPEP) SHALL BE USED FOR ALL PIPE MATERIAL WHERE 2' MINIMUM COVER CAN BE OBTAINED. Cl 50 DUCTILE IRON PIPE SHALL BE USED WHERE 2' MINIMUM COVER LCANNOT BE OBTAINED. ESM JOB NO. 258-044-013 SURVEYED: REVISION I BY I DATE I APPR I 'PPR�D: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY HEARING EXAMINER'S DECISIONS VICINITY MAP THE PROPOSED PRELMMNM Y PLAT AS DEPICTED IN EXHIBIT 3, LOT LIE ADJUSTTIENT AND STREET MODIFICATIONS ARE APPROVED SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE APPLICANT SHALL COMPLY WITH THE Two MITIGATION MEASURES ISSUED AS PART OF THE DETEP404ATION OF NON -SIGNIFICANCE MITIGATED, DATED JUNE 23, 2014. • PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS FOUND IN THE GEOTECWACAL ENGMIEERING STUDY PREPARED BY EARTH SOLUTIONS, NW (DATED SEPTEMBER 23, 2013). • PROJECT CONSTRUCTION SMALL BE REQURED TO COMPLY WITH THE MITIGATION RECOMMENDATIONS IDENTIFIED IN THE SUBMITTED CRITICAL AREA REPORT & SUPPLEMENTAL STREAM STUDY PREPARED BY SEWALL WETLAND CONSULTING, INC. (DATED JANUARY 28, 2014, UPDATED MAY 15, 2014). 2. THE APPLICANT' SHALL OBTAIN A DEMOLITION PERMIT AND ALL REQUIRED INSPECTIONS FOR THE REMOVAL OF THE EXISTING SINGLE FAMILY RESIDENCES AND DETACHED GARAGES PRIOR TO FINAL PLAT RECORDING. 3. THE APPLICANT SHALL OBTAIN ALL NECESSARY STATE AND FEDERAL AUTHORIZATION FOR WETLAND IMPACTS PRIOR TO BEGINNING ANY GROUND DISTURBING ACTIVITIES, WITHIN THE WETLANDS AND THEIR BUFFERS. 4. A FINAL DETAILED LANDSCAPE PIAN SMALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLAW*4G PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 5. THE APPLICANT SMALL SUBMIT A FINAL MITIGATION PLAN FOR ALL CONSTRUCTION IMPACTS TO THE CRITICAL AREAS AND THEIR BUFFERS. THE FINAL MITIGATION PUN 94ALL BE SUBMITTED TO AND APPROVED BY THE CUAIRENT PLANNING PROJECT MANAGER PRIOR TO UTILITY CONSTRUCTION PERMIT APPROVAL. ALL WETLAND MITIGATION, INCLUDING REQUIRED FEW3NG AND SIGNAGE SHALL BE 06TAL LM PRIOR TO FINAL PUT APPROVAL. 6.-STORIwNJrMhTER/`SENSITlYlE Ai EAS TRACT C.- WHICH INCLUDES BOTH A STOAMWATER POND AND SENSITIVE ALAS, SHALL BE SEPARATED INTO TWO TRACTS IN ORDER TO APPLY A NATIVE GROWTH PROTECTION EASEMENT OVER THE CRITICAL AREAS PORTION. 7. THE APPLICANT SHALL ESTABLISH A NATIVE GROWTH PROTECTION EASEMENT OVER THAT PART OF THE SITE ENCOMPASSING THE REMAINING STREAM AND WETLAND BUFFER AREAS, PRIOR TO FINAL PIAT RECORDING. S. THE APPLICANT SHALL BE REQUIRED TO CREATE A HOMEOWNERS' ASSOCIATION (HOA) WITH SHARED RESPONSWJTY FOR MAINTENANCE OF NATW GROWTH PROTECTION EASEMENT AND ALL SNARED MPIROVEMENTS OF THE DEVELOPMENT, INCLUDING BUT NOT UNITED TO UTILITIES, SHARED DRIVEWMYS, COMMON LANDSCAPING, AND PARK SPACE. A DRAFT OF THE DOCUMENTS) SHALL sE SUBMITTED TO THE CURRENT PLANIINI GG PROJECT I*V ACR FOR REVIEW AND APPROVAL BY THE CITY ATTORNEY AND PROPERTY SERVICES PRIOR TO THE RECORDING OF THE FINAL PUT. 9. THE APPLICANT SMALL BE REQUIRED TO EM*lt OBTAIN A VARYWCE FOR THE TREE REMOVAL AND RESUBMIT THE CITY OF RENTON TREE RETENTION WORKSHEET OR REDESIGN THE PUT TO RETAIN THE TREE'S LOCATED IN WETLAND E AND IT BUFFER. THE UPDATED TREE RETENTION PLAN AND WORKSHEET ALONG WITH AN APPROVED VAIRNANCE SHALL BE OBTA04ED PRIOR TO THE ISSUANCE OFA CONS7RUCTION PERMIT. 10. THE APPLICANT SHALL (RECORD. ON THE FACE OF THE PUT, A MINIMUM 5 -FOOT RESTRICTIVE BUILDING EASEMENT (NO BUILD) ON THE SOUTH LOT LINES OF LOT 33 AND LOT 34. 11. THE APPLICANT SHALL OBTAIN APPROVAL FOR A CRITICAL AREA 00fi'TION (ALSO A TIER I PERMIT) FOR ALL ACTIVITIES THAT WILL INTRUDE INTO A CRITICAL. AREA OR REQUIRED BUFFER ACCORDING TO THE CITY OF RENT+ON CIMTICIAL AREAS REGUUTIONS IN RMC 4-3-0500, J, L. AND N. 12. THE APPLICANT SMALL BE REOUIRED 70 COMPLY WITH LEVEL 2 FLOW CONTROL BY DISCHARGING STORMWATER OUTFALL USING AN ENERGY DISSIPATER LOCATED AT THE ORDINARY HIGH WATER MARK OF PANTHER CHEEK WITHIN THE ORAINAGE EASEMENT. 13. THE APPLICANT SMALL PROVIDE AN OVERSIZED LEVEL SPREADER TO TREAT THE BYPASS AREA. 14. ACCESS TO LOTS 21-23 MUST BE SERVED BY A 20 -FOOT WIDE 94AM PRIVATE DRNEIMAY, AS DEPICTED IN EXHIBIT 35, SUBJECT TO THE DISCRETION OF THE FIRE MARSHAL TO REDUCE THAT WIDTH UPON FURTHER REVIEW DURING PROJECT ENfINEERMIG. 15. EACH PRELMANARY PUT SHEET THAT IS INCONSISTENT WITH THE REVISED PRELI UNARY PUT PLAN SWILL BE REVISED AND RESUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PAIOR TO UTILITY CONST RUCTION PERMIT APPROVAL. 16. ALL PROPOSED STREET NAVIES SHALL BE APPROVED BY THE CITY. 17. ALL LOT CORNERS AT IMERSECTNONS OF DEDICATED PUBLIC RIGHTS-OF-WAY. EXCEPT ALLEYS. SHALL HAVE MINIMUM RADIUS OF FIFTEEN FEET (15'). 18. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8') INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBDIVISION DEVELOPMENT. 19. ALL UTUTI S DESIGNED TO SERVE THE SU§DMSION SHALL BE PLACED UNDERGROUND. ANY UTILITIES INSTALLED IN THE PARKING STRIP SKALL BE PLACED IN SUCH A MANNER AND DEPTH TO PERMIT THE PUNTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PANED SURFACES SHALL BE IISTALLED, INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE OEPART'MENT OF PUBLIC WOWS. SUCH INSTALLATION SHALL BE COMPLETED AND APPROVED PRIOR TO THE APPLICATION OF ANY SURFACE MATERIAL. EASEMENTS MAY BE REQUIRED FOR THE MAN RXANCE AND OPERATION OF UTILITIES AS SPECIFED BY THE DEPARTMENT OF PUBLJC WORKS. 20. ANY CABLE TV CONDUITS SWILL BE UNDERGROUNDED AT THE SAME TME AS OTHER BASIC UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LID TO EACH LOT LINE BY APPLICANT AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA. INCLUDING SIDEWALKS. OR ALLEY MMPRCyVEIAENTS WHEN SUCH SERVICE CONNECTIONS ARE WM)ED TO SERVE ANY BUILDING. THE COST OF TRENCHING. CONDUIT, PEDESTALS AND/OR VAULTS AND LATERALS AS WELL. AS EASOKWS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND/OR LAND OWNER. THE APPLICANT T SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. THE CABLE TV COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE APPLICANT AND SHALL INSPECT THE CONDUIT AND ((ER'TWY TO THE CITY THAT IT IS PROPERLY INSTALLED. 21. THE APPLICANT SHALL INSTALL ALL S71EET NAIVE SIGNS NECESSARY IN THE SUBDIVISION PRIOR TO FINAL PLAT APPROVAL. 22. THE ASSOCIATED LOT LITE ADJUSTMENT APPLI 71ON (LUA14-000190) SHALL 8E APPROMED AND RECORDED PRIOR TO FINAL PUT APPROVAL. CHECKED FOR E TO CITY STANDARDS 38570 1 WU WNMAL- NOW 190 M0NZ0NW,L NAD 1lW'W' Cl TY0 F GREENLEAF 3 LOT ADDITION ROAD, STORM AND SEWER PLANS _ RENTON MATUM COVER SHEET Planning/Building/Public Works Dept. UTILITY PERMIT #U-15001022 e 0: 9% *5-701 COV -01 ,o SHEET INDEX sir W. ow►MnHc NO. a oav-o, ooze sir UG t,.a CD � O z Lc -01 LEoM ca m 3 D(-01 EXIST 10MS 4 RW -01 UL CONTROL PLAN S GR -01 OMDMIG ! T.E.S.C. PLAN 6 GR -02 gMDMIG & T.E.S.C. OETANS & N01ES 7 GR -03 & T.E.S.C. DETAILS s Rn -01 RW AND srOw PLAN wROFxE 0 oR-01 RW doss socrioNs oETAKs 10 oR-oz LEVEL sIPWAoElle PLAN DETAIL CHECKED FOR E TO CITY STANDARDS 38570 1 WU WNMAL- NOW 190 M0NZ0NW,L NAD 1lW'W' Cl TY0 F GREENLEAF 3 LOT ADDITION ROAD, STORM AND SEWER PLANS _ RENTON MATUM COVER SHEET Planning/Building/Public Works Dept. UTILITY PERMIT #U-15001022 e 0: 9% *5-701 COV -01 ,o D T rm Esc:: m cn D z� Nz z m D C3 z c 3 ID m a 00 CIA 00 CN rr.1 __jr4 cz: K= FRO Z C m � UG t,.a CD � O rb UK ca m z m C" od 00 5� m O D c� D T rm Esc:: m cn D z� Nz z m D C3 z c 3 ID m a 00 CIA 00 CN rr.1 __jr4 t 00 > UG t,.a CD � O O /"fin 0 0 )c 00 Uj od 00 5� 00 CZ c� LLJ Q z U D O Of 6" DIA SINGLE SANITARY SIDE SEWER FIRE HYDRANT (3 PORT) } LEGEND x BUTTERFLY VALVE w CONCRETE BLOCKING O EXISTING !� DOMESTIC / IRRIGATION METER SCALE: VERTICAL MOO IM ROADWAY CENTERLINE 1 AIR—VAC ASSEMBLY • REDUCER PROPERTY / LOT UNE DETECTOR CHECK VALVE Z CROSS x RIGHT—OF—WAY �A' 90' BEND ®oM WATER PIPE BOUNDARY LINE + - �� nw�r 00889-muwww.eemcMi.com � (4W W?-" yet t t EASEMENT LINE — — — — MANHOLE CivilLOW Surwan yl" Land PWWA ip PubNcE 00 I h+e�ot "mqw I LM�w Mvivanab" BUILDING SETBACK LINE MIN MINIMUM CHECKED: DELTA ROLLED CURB AND GUTTER • •.• — — BLOCK MISC VERTICAL CURB AND GUTTER t BLOW OFF (R) RADIAL BEARING < > CONTOUR (MINOR)— & �► (NR) NON—RADIAL BEARING CONTOUR (MAJOR) 040 -- W ARC LENGTH TRAFFIC SIGN + -+0 CTR CENTER OD FOOTING DRAIN FLOWPATH r= ow- — r— _400- Z ORDINARY HIGH WATER STREET LIGHT' CAST IRON ,< � POINT OF INTERSECTION CLA SPOT ELEVATION PP XO .J CLEAR TOP OE OF SLOPE A- -- j _ - -�--_--___j__ �- PE POLYETHYLENE CO CLEANOUT PERF PERFORATED CONCRETE SIDEWALK CONCRETE PVC POLYVINYL CHLORIDE C CONCRETE BLOCK WALL -� PAVEMENT CONN CONVECTION ROCKERY Sao mmC7ooctC�} O PC BARRICADE CONT CONTINUED �— POINT OF TANGENCY BOLLARDS CUBIC YARDS • QUANTITY CL MAILBOX RET RETAINING 06 CUBIC FEET DOWNSPOUTS RAILROAD 0 0 R STOW 0 DC DEGREE OF CURVATURE RED REDUCER CATCH BASIN TYPE 1 W/GRATE DUCTILE IRON ■ 0 DIA/0 CATCH BASIN TYPE 1 W/SOLID LID REQ ■ DOT DEPARTMENT OF TRANSPORTATION CATCH BASIN TYPE 2 W/GRATE RIGHT OF WAY 0 DIMENSION S CATCH BASIN TYPE 2 W/SOLID LID DWGS 0 Z SCHEDULE STORM DRAIN MANHOLE' DRAIN - O ECIP BEEHIVE MANHOLE SF SQUARE FEET �— EST YARD DRAIN (ROUND LID) SHEET • 0 SPECS YARD DRAIN EL ELEVATION 0 SQUARE STORM DRAIN CLEAN-OUT=O ELECTRICAL 0 Q EVC STORM DRAIN PIPE STA STATION F EXISTING ROOF DRAIN STANDARD FDC 0SD TC SERVICE 6" CPEP WITH FG 866.0 J TELEPHONE INVERT 0 END OF PIPE FIGURE THRD c� FIN SrwR�rr�r THRD THROUGH L. FLOWLINE SANITARY SEWER MANHOLE TOP OF WALL - Q TYP SANITARY SEWER CLEANOUT FT 0 W VERTICAL SANITARY SEWER GRAVITY FORCE MAIN W J GA SANITARY SEWER FORCE MAIN W/ WITH Z GALVANIZED W/o WITHOUT GI W WSS WATER SAMPLING STATION GV GATE VALVE W SANITARY SEWER CAP a: SANITARY SEWER PIPE SANITARY SEWER FORCE AMAIN 6" DIA DOUBLE SANITARY SIDE SEWER 6" DIA SINGLE SANITARY SIDE SEWER FIRE HYDRANT (3 PORT) } GATE VALVE x BUTTERFLY VALVE w CONCRETE BLOCKING O WATER CAP n DOMESTIC / IRRIGATION METER SCALE: VERTICAL MOO IM BLOWOFF ASSEMBLY 1 AIR—VAC ASSEMBLY • REDUCER • DETECTOR CHECK VALVE Z CROSS x TEE �A' 90' BEND ®oM WATER PIPE STRAIGHT/LEFT/RIGHT TURN ARROW cr z Wo.o.y. e.ft YOU ob 811 unwe U, �d 9 *wW Locaftn Cwftr WWAvatwN WETLAND FLAG BIKE RACK DEBRIS PILE FIRE PIT BOLLARD HORSE SHOE PIT MAILBOX MILE POST MARKER SOIL LOG SIGN SEPTIC DISTRIBUTION BOX SANITARY SEWER STUB MARKER POST SEPTIC VENT STORM PIPE INLET/OUTLET STORM DRAIN STUB MARKER POST ROOF DRAIN CATCH BASIN CABLE TV MARKER POST CABLE TV RISER SATELLITE DISH LUMINAIRE W/ARM LL"NAIRE LANDSCAPE LIGHT YARD LIGHT (UNDER 10' TALL) GAS STUB MARKER POST GAS VALVE OIL FILLER CAP GUY ANCHOR GUY POLE POWER GRATE ELECTRICAL JUNCTION PULL/BOX ELECTRICAL STUB MARKER POST ELECTRICAL METER GAS OIL POWER (BURIED) POWER (AERIAL.) FIBER OPTICS TELEPHONE (BURIED) TELEPHONE (AERIAL) TV CABLE (BURIED) TV CABLE (AERIAL) CREEK OR STREAM CENTERLINE 1 WETLAND WITH BUFFER CONSTRUCTION ENTRANCE POWER POLE W/DROP LINE & LIGHT POWER POLE W/DROP LINE, LIGHT & TRANSFORMER POWER POLE W/DROP LINE & TRANSFORMER POWER POLE W/LIGHT POWER POLE W/LIGHT & TRANSFORMER POWER POLE POWER POLE W/TRANSFORMER PAD MOUNTED TRANSFORMER POWER VAULT/MANHOLE SIGNAL CONTROL BOX SIGNAL JUNCTION BOX TRAFFIC PEDESTRIAN POLE TRAFFIC SIGNAL POLE TRAFFIC SIGNAL POLE W/LIGHT FIBER OPTIC MANHOLE FIBER OPTIC STUB MARKER POST TELEPHONE GUY ANCHOR TELEPHONE ANCHOR POLE TELEPHONE JUNCTION BOX (UG) TELEPHONE MANHOLE TELEPHONE STUB MARKER POST TELEPHONE POLE TELEPHONE RISER FIRE DEPT CONNECTION HOSE BIB IRRIGATION CONTROL VALVE WATER MANHOLE WATER STUB MARKER POST MONITORING WELL POST INDICATOR VALVE SPRINKLER HEAD WATER VAULT WATER WELL GUARD RAIL FENCE, BOARD FENCE, BARB—WIRE FENCE, CHAIN—LINK FENCE, ELECTRIC FENCE HOG WIRE FENCE, SPLIT RAIL FENCE, WIRE FENCE WROUGHT IRON RAILROAD TRACKS STREAM WITH BUFFER T.E.S.C.P. — — — — CLEARING LIMITS eagegm FILTER FABRIC FENCE PROPOSED MONUMENT IN CASE CUTOFF SWALE • • • INTERCEPTOR DITCH - —�-- — —� — N.G.P.E. FENCE SCALE: VERTICAL MOO IM ROCK CHECK DAM • vi,`t • SEDMAENT FILTER • STRAW BALE STRAIGHT/RIGHT TURN ARROW GRAVEL CONE - RIP RAP PAD CONSTRUCTION ENTRANCE POWER POLE W/DROP LINE & LIGHT POWER POLE W/DROP LINE, LIGHT & TRANSFORMER POWER POLE W/DROP LINE & TRANSFORMER POWER POLE W/LIGHT POWER POLE W/LIGHT & TRANSFORMER POWER POLE POWER POLE W/TRANSFORMER PAD MOUNTED TRANSFORMER POWER VAULT/MANHOLE SIGNAL CONTROL BOX SIGNAL JUNCTION BOX TRAFFIC PEDESTRIAN POLE TRAFFIC SIGNAL POLE TRAFFIC SIGNAL POLE W/LIGHT FIBER OPTIC MANHOLE FIBER OPTIC STUB MARKER POST TELEPHONE GUY ANCHOR TELEPHONE ANCHOR POLE TELEPHONE JUNCTION BOX (UG) TELEPHONE MANHOLE TELEPHONE STUB MARKER POST TELEPHONE POLE TELEPHONE RISER FIRE DEPT CONNECTION HOSE BIB IRRIGATION CONTROL VALVE WATER MANHOLE WATER STUB MARKER POST MONITORING WELL POST INDICATOR VALVE SPRINKLER HEAD WATER VAULT WATER WELL GUARD RAIL FENCE, BOARD FENCE, BARB—WIRE FENCE, CHAIN—LINK FENCE, ELECTRIC FENCE HOG WIRE FENCE, SPLIT RAIL FENCE, WIRE FENCE WROUGHT IRON RAILROAD TRACKS STREAM WITH BUFFER AVE SURVEY ID EX I STING eagegm ® PROPOSED MONUMENT IN CASE TRAFM O ADJACENT SURVEYED: SCALE: VERTICAL MOO IM STRAIGHT/RIGHT TURN ARROW • vi,`t • i �'O � FOUND MONUMENT IN CASE STRAIGHT/RIGHT TURN ARROW 4 4 @oM PROPOSED MONUMENT (AS DEFINED) LEFT/RIGHT TURN ARROW S* V ®oM FOUND MONUMENT (AS DEFINED) STRAIGHT/LEFT/RIGHT TURN ARROW + AMERICAN SOCIETY OF TESTING AND MATERIALS �� nw�r 00889-muwww.eemcMi.com � (4W W?-" yet t t LEFT TURN ARROW h ►wN: WL MANHOLE CivilLOW Surwan yl" Land PWWA ip PubNcE 00 I h+e�ot "mqw I LM�w Mvivanab" RIGHT TURN ARROW MIN MINIMUM CHECKED: DELTA mt • •.• BILK BLOCK MISC STRAIGHT ARROW t BLOW OFF (R) RADIAL BEARING < > HANDICAP PARKING & �► (NR) NON—RADIAL BEARING BIKE LANE 040 SCALE ACCORDINGLY L ARC LENGTH TRAFFIC SIGN + -+0 CTR CENTER OD INFORMATION SIGN CB T OHW ORDINARY HIGH WATER STREET LIGHT' CAST IRON PI AVE AVENUE ID INSIDE DIAMETER AC ASBESTOS CEMENT PIPE CONSULTING ENGINEERS LLC • • � • O ADJACENT SURVEYED: SCALE: VERTICAL MOO IM 33400 SMS Av xm South I • I ♦ I I � • vi,`t • i �'O � DESK`NED: ,>I�/11NI Suit! 206 • AP ANGLE POINT LF LINEAL FEET Feral Way, WA 95003 ASPHALT 2 T� L MAXIMUM ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS �� nw�r 00889-muwww.eemcMi.com � (4W W?-" yet t t 3 FMNM ASSEMBLY ►wN: WL MANHOLE CivilLOW Surwan yl" Land PWWA ip PubNcE 00 I h+e�ot "mqw I LM�w Mvivanab" C� M MIN MINIMUM CHECKED: ONE INCH DATUM mt • •.• BILK BLOCK MISC AT FULL SCALE BO BLOW OFF N NORTH BOW/BMA IF NOT ONE INCH ESM JOB #258-044-013 ,!S NO. REVISION BY DATE APPR SCALE ACCORDINGLY AVE AVENUE ID INSIDE DIAMETER AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION ADJ ADJACENT IN INCHES ALUM ALUMINUM L LENGTH ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LB POUNDS AP ANGLE POINT LF LINEAL FEET ASPH ASPHALT MAX MAXIMUM ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER ASSY ASSEMBLY MH MANHOLE BF BLIND FLANGE MIN MINIMUM BLDG BUILDING MJ MECHANICAL JOINT BILK BLOCK MISC MISCELLANEOUS BO BLOW OFF N NORTH BOW/BMA BOTTOM OF WALL NO NUMBER BVC BEGIN VERTICAL CURVE NTS NOT TO SCALE BW BACK OF WALK OC ON CENTER CTR CENTER OD OUTSIDE DIAMETER CB CATCH BASIN OHW ORDINARY HIGH WATER CI CAST IRON PI POINT OF INTERSECTION CLA CENTERLINE PP POWER POLE CLR CLEAR PVI POINT OF VERTICAL INTERSECTION CMP CORRUGATED METAL PIPE PE POLYETHYLENE CO CLEANOUT PERF PERFORATED CONC CONCRETE PVC POLYVINYL CHLORIDE C CONDUIT PVMT PAVEMENT CONN CONVECTION PVT POINT OF VERTICAL TANGENCY CONTR CONTRACTOR PC POINT OF CURVATURE CONT CONTINUED PT POINT OF TANGENCY CY CUBIC YARDS QTY QUANTITY CL CLASS RET RETAINING CF CUBIC FEET RR RAILROAD CFS CUBIC FEET PER SECOND R RADIUS DC DEGREE OF CURVATURE RED REDUCER DI DUCTILE IRON REINF REINFORCED DIA/0 DIAMETER REQ REQUIRED DOT DEPARTMENT OF TRANSPORTATION R/W RIGHT OF WAY DMA DIMENSION S SOUTH DWGS DRAWINGS SCH SCHEDULE D DRAIN SD STORM DRAIN ECIP EDGE OF PAVEMENT SF SQUARE FEET E EST SHT SHEET ELEV ELEVATION SPECS SPECIFICATK) NS EL ELEVATION SQ SQUARE ELEC ELECTRICAL SS SANITARY SEWER EVC END VERTICAL CURVE STA STATION EXIST EXISTING STD STANDARD FDC FIRE DEPARTMENT CONNECTION TC TOP OF CURB FG FINISH GRADE TEL TELEPHONE FIG FIGURE THRD THREADED FIN FINISHED THRD THROUGH FL/rL FLOWLINE TOW/TW TOP OF WALL FL FLANGE TYP TYPICAL FT FEET VERT VERTICAL FM FORCE MAIN W WEST GA GAUGE W/ WITH GALV GALVANIZED W/o WITHOUT GI GALVANIZED IRON WSS WATER SAMPLING STATION GV GATE VALVE R-385101 CI TY OF RENTON Planning/Building/Public Works Dept. • D lm tTj _ cz c �m mrn ' LnN z m m m I:n O D W Oo o�Immi 00.- tTj �r 00 ' 00 b c.�:► CD O N 00 0 > � W o �,1 00 00 c i (WA C Cori %404 m CHECKED FOR COMPLIANCE TO CITY STANDARDS D q /2°C /1-4q- T 01 9 n GREENLEAF 3 LOT ADDITION LEGEND SHEET UTILITY PERMIT #U-15001022 CD:Q395702 1 _T PAGE: DONA= NO - LG -01 Z Oto LLJz U Ld3 cr n w Q Z J PORTION CSF THE SE 1/4 OF SECTION 32, TOWNSHIP 23N., RANGE 5E, KING COUNTY, WASHINGTON DEMPSTER -- TASANI RODOLFO NiKIT1NE ALLA HEINS WALTER TEBROCK LESLIE M KENT CALVIN GRAB DANA & VALENTIN JACQU E A 8956500130 8956500140 8950300090 8950300100 8950300110 SEE RIGHT FOR 8956500120 � ?; � � 3223059202 �• •� T • � " f CONTINUATION N 89053'43" E 17j.41 ' = N 89 53 43 E 44.4 _. Now 41416__IIIM� 7 777" 1026'22" E ,. ND, FENCE, BOARD -f}- TELEPHONE POLE I i i FENCE, CHAIN-LINK FIRE HYDRANT s PARCEL A S E 186TH ST W ; .-. HOSE BIB jj GAS 1-011 WETLAND APPROVED + ___ __ WATER MANHOLE W W TELEPHONE, BURIED ,-- TO BE FILLED i I > TELEPHONE, OVERHEAD ® WATER METER WETLAND E _ t _ ... -, WATER D4 WATER VALVE 0- --�. APPARENT TEST PIT LOCATIONS 0 DECIDUOUS ix • / ICY T Z _.. O SANITARY SEWER MANHOLE 0. DOUGLAS FIR w � �� _.'•'! .1 .\ �\ ..i �.,--.-,--�- - =�' -� .. de.p:_... .x.. _..._. ...._ .........z .:.. .. ,,._........-W :_:,:�;;.:3.. . t:. ,::_ .ate. ... .::x, .. -...- ._ _<�h,<.� / 3 ; Z � r ■ STORM DRAIN CATCH BASIN CONIFER '.,x i NSTORM �DRAIN MANHOLE CLUSTER / y _ ----- m ROOF DRAIN 1\ p p GAS METER HOLLY __. _ --- .- - •-• SCALE : 1 " = 40' GAS VALVE 00 --SNOW., ~ MAPLE Ire / r cc ® ELECTRICAL METER SPRUCE �- In s s s 20 O POWER POLE W i W LIGHT ® SET HUB &TACK S� Fm / CONTOUR INTERVAL = 2 �- POWER POLE w i � v ♦ SET PK NAIL 06 "4L EXCEPTIONS FROM TITLE REPORT N 89059'56" W 115.02' 1. I f r (� SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES AND APPURTENANCES AND THE TERM'S AND CONDITIONS THEREOF N 89'59'56" W 115.00' S 01'26'21" W GRANTED TO PUGET SOUND POWER do LIGHT COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7901230675. THE LOCATION OF SAID 15.00' EASEMENT IS DEPICTED HEREIN. CO n ri ' - -� -_� ;� �•- 2. SUBJECT TO AN EASEMENT FOR WATER LINE(S) AND APPURTENANCES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO SOOS CREEK WATER AND Z 0O 00 SEINER DISTRICT, A MUNICIPAL CORPORATION, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NOS. 9207171283 AND 9207171284. THE LOCATION O4 fOF SAID EASEMENT IS DEPICTED HEREIN. r- WETLAND A n - N Q I T 3. SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20120809000865. Fm KOHR MICHAEL CONC RDI N 3223059088; - 4. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINESSEPX, O TAW UD NOTES AND STATEMENTS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE COLOR r - N RELIGION, SEX, SEXUAL ORIENTATION, FAIMLIAL STATUS, MARTIAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET ' _ NFORTH ON THE PLAT OF PANTHER LAKE GARDEN FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET TRACTS, RECORDED IN VOLUME 9 OF PLATS, PAGE 25. O V' 5. SUBJECT TO COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM RAYMOND E. Y s DEAC AND ELVA K. DEACY, HIS WIFE, TO YE JIAYI & CHI THE STATE OF WASHINGTON, RECORDED UNDER RECORDING N0. 7204110301. x . .� . 12 j_ � , (n MAN 3223059080 6. SUBJECT TO COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM GLADYS L. GREER, AS HER SEPARATE ESTATE, TO THE o t • '� � � STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7204110302. 7. SUBJECT TO A COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM ALBERT HUVINEN AND MAXINE HUViNEN, HIS WIFE, TO S 89"59"56" E ❑ ' THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7206210426. N 89'59'56" W � \ �, / ' - 120.86 8. SUBJECT TO A COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM GEORGE F. LANSING AND DOROTHY LANSING, HIS WIFE, 17.70 LL " '" _ a TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7208240314. Q13 ; w..--_:=- H.. -r. u,.r�...:.w 9. NOTICE OF ON-SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT _ L 80'CORDED UNDER RECORDING NO. 20130719001046. W EXISTING R � 10-16. NOT J REPORTED. HEREIN r- - .. .'..._ ._-:Anv.+«•....yv++ao+:, -'; :....»- _.,; ; -,::-.rte. ....,.t ,.. ._.. - _ ...- .. .. 17. SUBJECT TO AN OIL AND GAS LEASE WITH CERTAIN TERMS, COVENANTS, CONDITIONS AND PROVISIONS SET FORTH IN INSTRUMENT RECORDED UNDER Z , RECORDING NO. 6167523. W Ir O 18. SUBJECT TO A PURCHASE AND SALE AGREEMENT BETWEEN JEFFREY J. WOLFSON, AND/OR ASSIGNS, AND TOM AND SHIRLEY GOUGH, HUSBAND AND WIFE, 1 6 AND/OR ASSIGNS, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 2 W 0050909000472. xy ry}i I 1 19-26. NOT REPORTED HEREIN. r { w 3 Jn .9NOTES :. CN ; 1. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THE SITE. UNDERGROUND UTILITY LOCATIONS SHOWN HERON ARE TAKEN FROM A COMPILATION OF N PUBLIC RECORDS, UNDERGROUND UTILITY LOCATES, MAPPING BY OTHERS PROVIDED TO ESM BY CLIENT, AND VISIBLE FIELD EVIDENCE. WE ASSUME NO LIABILITY f l FOR THE ACCURACY OF THE PUBLIC RECORDS OR MAPPING DONE PRIOR TO ESM'S SURVEY OF THE SITE. UNDERGROUND UTILITY LOCA �,'1000��`'�� - � ; �; � TIONS ARE ONLY O APPROXIMATE. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN VISIBLE SURFACE LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT w SHOWN. FIELD VERIFICATION IS NECESSARY PRIOR TO OR DURING ANY CONSTRUCTION. w '2. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM CHICAGO TITLE INSURANCE COMPANY SECOND SUBDIVISION GUARANTEE/CERTIFICATE NO 0002779-06, DATED NOVIMEBER 22, 2013. IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESM CONSULTING ` . s, _ EINGINEERS, L.L.0 (ESM) HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN v,.. ' THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE 3 MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 3. KING COUNTY PARCEL NOS. 322305-9344-06, 322305-9273-01, 322305-9148-04, 322305-9123-03, 662340-0053-02, 662340-0054-01 f \1 HEDGE - INE • w 1F - - - BENCHMARK N 89'55'43" W DECAMP LARRY a ' � 67.05' 1. CITY OF RENTON NUMBER 2137: FOUND 3" BRASS DISK STAMPED "KC -F -7A 1993" SET IN THE SE CORNER OF THE CONCRETE BASE OF THE 6823400072 °`- TRAFFIC SIGNAL POLE AT THE NW CORNER OF THE INTERSECTION OF SE 192ND STREET AND 108TH AVENUE SE. ELEVATION 4� _. ON = 465.10 FEET. ' f 2 i �� / . CITY OF RENTON BENCHMARK NUAABER 2138: FOUND 3" BRASS DISK STAMPED "KC -F-8 1993" SET IN THE CONCRETE SIDEWALK ON THE EAST SIDE OF WETLAND / 108TH AVENUE SE IN FRONT OF HOUSE NUMBER 18814, ELEVATION 486.89 FEET. CN SURVEY INSTRUMENTATION :\ u N SURVEYING PERFORMED IN CONJUNCTION WITH THIS PLAT UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: 10 TOTAL STATION MAINTAINED TO MANUFACTURERS SPECIFICATIONS AS REQUIRED BY WAC -332-130-100. S`, ; PROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC -332-130-090. TM BASIS OF BEARINGS { F " Je N01'26'21 "E BETWEEN FOUND MONUMENTS AT THE SOUTH AND CENTER QUARTER CORNERS OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M. BARRETT DAVID 6623400070 CONSULTING ENGINEERS LLC 33400 Nllh Avonue South I • I ♦ I � Suite 205 Federal Way, WA 96003 R191IIIIIILIrlw C" 91N�-1113 www.eomclvfl.com � (*26) 297-"W PuriicE^owing Lind Su vwri" Load Pew" I Pnorct IMm t I Lendwoope /rahiNctur* ESM JOB #258-044-013 ONE INCH AT FULL SCALE IF NOT OHNE MACH SCALE ACCORDINGLY NERncAi ov&v i m HORMffAL- NAD 1963/1991 DATUM VERTICAL DATUM NAW 88 AS REFERENCED TO CITY OF RENTON VERTICAL CONTROL NO. 2138 A 3" BRASS DISK STAMPED "KC -F-8 1993" IN CONCRETE WALK ON EAST SIDE OF 108TH AVENUE S.E. IN FRONT OF HOUSE NO. 18814. ELEVATION = 486.89 R-385103 CITY OF + RENTON Planning/Building/Public Works Dept. CHECKED FOR COMPLIANCE TO CIN STANDARDS tel' /2°I l I S GREENLEAF 3 LOT ADDITION EXISTING CONDITIONS UTILITY PERMIT #U-15001022 C 0: so 6103 PAGE.- EX-011 AGE: EX-01 s 10 I m,.. N z m D 0 z Q z c ic m m m /00� �dN C CIA Z J r -r < z �o Uq '-' c m � �m 0000 d <--► � 0 W 11��u CD I Nz m m m O 9 D I m,.. N z m D 0 z Q z c ic m m m /00� �dN CIA Z J r -r tTj 00 00 w T� Uq '-' O O00 00 0000 d <--► � 0 W 11��u CD i►i z J IV U) Z Q J a a: 0 06 OD OD re) SCALE: 1 " = 40'Fm W N 110 r 40' 20' O 40' 80' N o cin WITH "X" IN CONCRETE Q Z Q Y O DOWN 0.5' a:Z 1 1. SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES AND APPURTENANCES AND THE TERMS AND CONDITIONS THEREOF � O 00 Fm0 GRANTED TO PUGET SOUND POWER do LIGHT COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7901230675. THE LOCATION OF SAID m 0 0 m a � N D 0 2. SUBJECT TO AN EASEMENT FOR WATER LINE(S) AND APPURTENANCES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO SOOS CREEK WATER AND J � � N 89'59'56" W_,,,, -*"O LL 17.70' Q N W OF SAID EASEMENT IS DEPICTED HEREIN. J 1 0 2 Z W W N h 3. SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER C� N ad 2 vrerarr D.y. edor. You ob 811 tjolow Id - - WOrAD,atwN A PORTION OF THE SE 1/4 OF SECTI N 32, TOWNSHIP 23N., RANGE 5E, KING OUNTY, WASHINGTON f N 89'53'43" E 172.41' N 89'53'43" E 443.94' N 8953_43_ E 40.U3' S 50.00' 50.00 70.01' SC -,.-. ... N 01026'22" E TRACT A 3 20' BS8L (lYP.) 5' BSS PROPOSED 20' UTILITY TYP. EASEMENT 5' BS6L ) M t N N 0 34 0 33 0 32 , 10 SEINER EASEMENT f REC. NO. 9207171283 TO BE EXTINGUISHED N �� - --- - -r -T N Z n., -� _ . fi + 5 BS8L 120.00 - _ - - - - - - - - - - N of S 89'53'35.84` W 50.00' 50.00' 0.00' _ PROPOSED 5' �5• `4s, iv UTILITY EASEMENT 24 SHARED ACCESS ss e- N EASEMENT 8,2 ROAD A N TRACT E o (RECREATIONAL AREA) 24' ACCESS/UTILIY EASEMENT CL INT'X I STA 23+22.85, ROAD A/B 20' EASEMENT FOR INGRESS = STA. 3+47.41, SHARED ACCESS WAY EGRESS dt UTILITIES l BY DEED REC. NO. 9805271362 (TO BE REL D) - 1 r I � � ' 31 10 m + .� f7S 89 59 56 W 115.02 I 0 N 89'59'56" W 115.00' 01'26'21" W 6 15.00' j Q .t TRACT D t1') I o N01'26'04"E ECTION CONTROL 2757.06' ALE= 1"= 500' T-7 N 89'26'21 " E 2629.82 (ESM) 1 - CALCULATED POSITION W o SITE co h co N M 0 Z FOUND METAL MONUMENT STEM IN 4" X 4" CONCRETE MONUMENT SET IN CASE 1.8' DOWN 32 CITY OF RENTON CONTROL MONUMENT NO. 587 5 N 89'26'04" W 2618.57 (ESM) 29 FOUND 1 1/2" BRASS DISK STAMPED WITH "X" IN CONCRETE MONUMENT SET IN CASE CITY OF RENTON CONTROL MONUMENT NO. 1866 DOWN 0.45' TRACT C STORMWATE R/ SENSITIVE AREAS PARCEL E TRACT B OPEN SPACE N 89'51'29" W 421.95' w POO 334M 81h Avenue Sour0i ,Suife 2M Fackwal Way, WA 111 _ r ft OW 015-0113 40 ; jLt .. \ r E # NVIEff (4W) 297 -OM • / §•- - - +; t N 910 ESM JOB #258-044-013 % 't " t.��i ► REVISION 3 a M N r 0 ,AE N 89'51'29" W 215.94' a L 111110.9.7 �1111 BY I DATE I A P P R I APPROVED: E INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY �97901 DATUM SURVEYING PERFORMED IN CONJUNCTION WITH THIS PLAT UTILIZED THE FOLLOWING EQUPMENT AND PROCEDURES: 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC -332-130-100. PROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC -332-130-090. BASIS OF BEARINGS r N01'26'21 "E BETWEEN FOUND MONUMENTS AT THE SOUTH AND CENTER QUARTER CORNERS OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M. VERTICAL DATUM NAVD 88 AS REFERENCED TO CITY OF RENTON VERTICAL CONTROL NO. 2138 A 3" BRASS DISK STAMPED "KC -F-8 1993" IN CONCRETE WALK ON EAST SIDE OF 108TH AVENUE S.E. IN FRONT OF HOUSE NO. 18814. ELEVATION = 486.89 LEGEND FOUND MONUMENT AS DESCRIBED STANDARD MONUMENT TO BE SET (MEAS) ESM MEASURED DISTANCE AND BEARING CITY OF RENTON Planning/Building/Public Works Dept. CHECKED FOR COMPLIANCE TO CITY STANDARDS 11;A_A�;�� - "r 9.JLgllA00OF - - �' GREENLEAF 3 LOT ADDITION HORIZONTAL CONTROL PLAN UTILITY PERMIT *U-15001022 cD:R3857oy I ! ;y?r_;; oiwM No: RW -01 4 x:10 D OPEN SPACE � i r- FOUND 1 1/2- BRASS DISK STAMPED tTjM cin WITH "X" IN CONCRETE r SENSITIVE AREAS 1 , z MONUMENT SET IN CASE Y DOWN 0.5' a 00 " 1 1. SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES AND APPURTENANCES AND THE TERMS AND CONDITIONS THEREOF � m 00 0 GRANTED TO PUGET SOUND POWER do LIGHT COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7901230675. THE LOCATION OF SAID m 0 U_ 0 m EASEMENT IS DEPICTED HEREIN. � N D 0 2. SUBJECT TO AN EASEMENT FOR WATER LINE(S) AND APPURTENANCES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO SOOS CREEK WATER AND 1 � W w .� • N OF SAID EASEMENT IS DEPICTED HEREIN. 1 0 2 ( N h 3. SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER N W ING RECORDNO. 20120809000865. 3 ORIGINAL LOT UNE > N ( TYP. - C00 FOUND 1 1/2- BRASS i o DISK STAMPED WITH "X" RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET IN CONCRETE S 89059'56"E MONUMENT SET IN CASE FORTH IN APPLICABLE STATE OR FEDERAL LAWS EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE ' �cAeLE LA�w, As sET FORTH ON THE PLAT OF PANTHER LAKE GARDEN TRACTS, RECORDED IN VOLUME 9 OF PLATS, PAGE 25. DOWN 0.35' 0) \ 1 ROAD C N 5. SUBJECT TO COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM RAYMOND E. DEACY AND ELVA K. DEACY, HIS WIFE, TO THE STATE OF WASHNINGTON RECORDED UNDER RECORDING NO. 7204110301. . FOUND MONUMENT IN CASE, 4" BY 4" CONCRETE WITH PIN. / CITY OF RENTON SURVEY 6. SUBJECT TO COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM GLADYS L. GREER, AS HER SEPARATE ESTATE, TO THE MONUMENT #1873 S_ r 5 t5l N W50'16" W 2624.80 (ESM) TRACT C STORMWATE R/ SENSITIVE AREAS PARCEL E TRACT B OPEN SPACE N 89'51'29" W 421.95' w POO 334M 81h Avenue Sour0i ,Suife 2M Fackwal Way, WA 111 _ r ft OW 015-0113 40 ; jLt .. \ r E # NVIEff (4W) 297 -OM • / §•- - - +; t N 910 ESM JOB #258-044-013 % 't " t.��i ► REVISION 3 a M N r 0 ,AE N 89'51'29" W 215.94' a L 111110.9.7 �1111 BY I DATE I A P P R I APPROVED: E INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY �97901 DATUM SURVEYING PERFORMED IN CONJUNCTION WITH THIS PLAT UTILIZED THE FOLLOWING EQUPMENT AND PROCEDURES: 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC -332-130-100. PROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC -332-130-090. BASIS OF BEARINGS r N01'26'21 "E BETWEEN FOUND MONUMENTS AT THE SOUTH AND CENTER QUARTER CORNERS OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M. VERTICAL DATUM NAVD 88 AS REFERENCED TO CITY OF RENTON VERTICAL CONTROL NO. 2138 A 3" BRASS DISK STAMPED "KC -F-8 1993" IN CONCRETE WALK ON EAST SIDE OF 108TH AVENUE S.E. IN FRONT OF HOUSE NO. 18814. ELEVATION = 486.89 LEGEND FOUND MONUMENT AS DESCRIBED STANDARD MONUMENT TO BE SET (MEAS) ESM MEASURED DISTANCE AND BEARING CITY OF RENTON Planning/Building/Public Works Dept. CHECKED FOR COMPLIANCE TO CITY STANDARDS 11;A_A�;�� - "r 9.JLgllA00OF - - �' GREENLEAF 3 LOT ADDITION HORIZONTAL CONTROL PLAN UTILITY PERMIT *U-15001022 cD:R3857oy I ! ;y?r_;; oiwM No: RW -01 4 x:10 D OPEN SPACE � i r- tTjM EXCEPTIONS FROM TITLE REPORT r SENSITIVE AREAS 1 , Ltd 1 Y I 3a: a 00 " 1 1. SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES AND APPURTENANCES AND THE TERMS AND CONDITIONS THEREOF N 0000 5 00 z GRANTED TO PUGET SOUND POWER do LIGHT COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7901230675. THE LOCATION OF SAID m m tTj m EASEMENT IS DEPICTED HEREIN. � N D 2. SUBJECT TO AN EASEMENT FOR WATER LINE(S) AND APPURTENANCES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO SOOS CREEK WATER AND NSEWER W DISTRICT, A MUNICIPAL CORPORATION, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NOS. 9207171283 AND 9207171284. THE LOCATION • OF SAID EASEMENT IS DEPICTED HEREIN. 1 0 2 ( 3. SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER f I 1 W ING RECORDNO. 20120809000865. ORIGINAL LOT UNE > 4. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, ( TYP. + Q NOTES AND STATEMENTS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET S 89059'56"E r t FORTH IN APPLICABLE STATE OR FEDERAL LAWS EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE ' �cAeLE LA�w, As sET FORTH ON THE PLAT OF PANTHER LAKE GARDEN TRACTS, RECORDED IN VOLUME 9 OF PLATS, PAGE 25. C _ _120.86' i \ 1 ROAD C l I 00 5. SUBJECT TO COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM RAYMOND E. DEACY AND ELVA K. DEACY, HIS WIFE, TO THE STATE OF WASHNINGTON RECORDED UNDER RECORDING NO. 7204110301. . / r 6. SUBJECT TO COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM GLADYS L. GREER, AS HER SEPARATE ESTATE, TO THE STATE OF WASHINGTON RECORDED UNDER . 7 411 ORDS NDE RECORDING NO 20 0302. 7. SUBJECT TO A COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM ALBERT HUVINEN AND MAXINE HUVINEN, HIS WIFE, TO ' THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7206210426. i li -� r j 8. SUBJECT TO A COVENANT RELATING TO LOMITENANCE OF ROAD APPROACH CONTAINED IN DEED FROM GEORGE F. LANSING AND DOROTHY LANSING, HIS WIFE, ' O TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7208240314. I --- 9. NOTICE OF ON-SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT --�c- RECORDED UNDER RECORDING NO. 20130719001046. 10-16. NOT REPORTED HEREIN. N 17. SUBJECT TO AN OIL AND GAS LEASE WITH CERTAIN TERMS, COVENANTS, CONDITIONS AND PROVISIONS SET FORTH IN INSTRUMENT RECORDED UNDER RECORDING NO. 6167523. / N 18. SUBJECT TO A PURCHASE AND SALE AGREEMENT BETWEEN JEFFREY J. WOLFSON, AND/OR ASSIGNS, AND TOM AND SHIRLEY GOUGH, HUSBAND AND WIFE, O AND/OR ASSIGNS, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 200r 909000472. V) 19-26. NOT REPORTED HEREIN. NOTES ah 1. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM CHICAGO TITLE INSURANCE COMPANY SECOND SUBDIVISION M GUARANTEE/CERTIFICATE NO. 0002779-06, DATED NOVMEB+ER 22, 2013. IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESM CONSULTING ENGINEERS, L.L.0 (ESM) HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE W MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. w N / 955'43" W 2. KING COUNTY PARCEL NOS. 322305-9344-06, 322305-9273-01, 322305-9148-04, 322305-9123-03, 662340-0053-02, 662340-0054-01 N J 67.05' � BENCHMARK �. 1. CITY OF RENTON BENCHMARK NUMBER 2137: FOUND 3 BRASS DISK STAMPED KC -F -7A 1993 SET IN THE SE CORNER OF THE CONCRETE BASE OF THE Z / / TRAFFIC SIGNAL POLE AT THE NW CORNER OF THE INTERSECTION OF SE 192ND STREET AND 108TH AVENUE SE. ELEVATION = 465.10 FEET. .. 2. CITY OF RENTON BENCHMARK NUMBER 2138: FOUND 3" BRASS DISK STAMPED "KC -F-8 1993" SET IN THE CONCRETE SIDEWALK ON THE EAST SIDE OF N 108TH AVENUE SE IN FRONT OF HOUSE NUMBER 18814, ELEVATION = 486.89 FEET. N O I` SURVEY INSTRUMENTATION e"- 809 EM 1 wa RAif TRACT C STORMWATE R/ SENSITIVE AREAS PARCEL E TRACT B OPEN SPACE N 89'51'29" W 421.95' w POO 334M 81h Avenue Sour0i ,Suife 2M Fackwal Way, WA 111 _ r ft OW 015-0113 40 ; jLt .. \ r E # NVIEff (4W) 297 -OM • / §•- - - +; t N 910 ESM JOB #258-044-013 % 't " t.��i ► REVISION 3 a M N r 0 ,AE N 89'51'29" W 215.94' a L 111110.9.7 �1111 BY I DATE I A P P R I APPROVED: E INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY �97901 DATUM SURVEYING PERFORMED IN CONJUNCTION WITH THIS PLAT UTILIZED THE FOLLOWING EQUPMENT AND PROCEDURES: 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC -332-130-100. PROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC -332-130-090. BASIS OF BEARINGS r N01'26'21 "E BETWEEN FOUND MONUMENTS AT THE SOUTH AND CENTER QUARTER CORNERS OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M. VERTICAL DATUM NAVD 88 AS REFERENCED TO CITY OF RENTON VERTICAL CONTROL NO. 2138 A 3" BRASS DISK STAMPED "KC -F-8 1993" IN CONCRETE WALK ON EAST SIDE OF 108TH AVENUE S.E. IN FRONT OF HOUSE NO. 18814. ELEVATION = 486.89 LEGEND FOUND MONUMENT AS DESCRIBED STANDARD MONUMENT TO BE SET (MEAS) ESM MEASURED DISTANCE AND BEARING CITY OF RENTON Planning/Building/Public Works Dept. CHECKED FOR COMPLIANCE TO CITY STANDARDS 11;A_A�;�� - "r 9.JLgllA00OF - - �' GREENLEAF 3 LOT ADDITION HORIZONTAL CONTROL PLAN UTILITY PERMIT *U-15001022 cD:R3857oy I ! ;y?r_;; oiwM No: RW -01 4 x:10 D Z G) tTjM 1 C� Z Y C a 00 " 1 N 0000 5 00 z m m tTj m 0 D m01 =.. Nz m 0 D 2 Z C m m 00 C tTjM 1 � M °O 00 O a 00 " 1 0000 5 00 C2 tTj ROCKERY WALL (TYP.) SEE - DETAIL ON SHEET GR -03 r 2' BETWEEN PROPERTY AND BACK OF WALL DRAIN ROCK 20.22INTERCEPTOR SWALE TOP=4M W/CHECK DAMS 0 S=1.0% 0E=449.94 TOE=453.10 Tom'=454.60 TOE=448.60 -TNT t0e - ... ALA 4 r ... .. ... .. .. ... .,:.:. tl 455.3 455.6 457.4 i 457.7 ; 462.9 463.2 ce -. . i '= w ; = i2 TM ' i.%6 455.0 =456.00 ME=45d.7o .r TOP=A•i6.70 LOCK WALL ; ; TOE=486.00 TOP=4.2D SEE DETAIL ON (TYP.) �4 TOE=45a.7o M^ GRADING LIMITS SHEET GR -03 I 454.7 .4 33- \ 32 _ -- --- PAD=464.2 'PAD=458.7 CONSTRUCTION ENTRANCE PER STD •• PAD=456.0- ' ^f, DETAIL 214.00 ON SHEET GR -03 t , TQP=4"-20 TOE=456.00 TOE=458.70 454.4 CATCH BASIN FILTER (TYP) ' TOP=454.70 _ PER STD PLAN 216.30 ON ,TOE=456.00 - - TOE=458.70 Nr�i�TLAND TO � SHEET GR -03. ,I FILLED I TOE=453.80 yy,,jOP=44.74 �TOE=443.83`•24' PUBLIC ACCESS EASEMENT - WALL DRAIN W/SPLASH PAD EXTENDED TO BOTTOM OF SLOPE SEE z DETAIL ON SHEET DT -02 • CONSULTING ENGINEER_$ LLC •�� 334M slip Avenue South I I ♦ I I Sift los • Federal Way, WA 9OW311111111111- • Cd 2 Wa kh D"m 9 You Dile www.ewncivii.com �••M` UW 287-4m3 811 Civil EnyinwLew SwMayh, Lew 11101e1M,ir,, Public Works I hetet U I @go I I Le"dwe" a Afmoob b" C� Ogg * * • •••••• 00)ff)Vj WA) ESDI JOB #258-044-013 o mw� I so= �u�wrK s 1111� suwroL 3 mIL REVISION i C7 4 . i I' ,�� • �1 SCALE: 1 " = 20- 20 020 10 0 20 40 CONTOUR INTERVAL = 2' LEGEND - - - -► CLEARING LIMITS 0o FILTER FABRIC FENCE �r CUTOFF SWALE • • • +�- INTERCEPTOR DITCH - -C}-- - -C}- - N.G.P.E. FENCE CD �r ROCK CHECK DAM ® SEDIMENT FILTER ® STRAW BALE �d GRAVEL CONE _ RIP RAP PAD CDtt CONSTRUCTION ENTRANCE r� EXISTING TREE TO REMAIN EARTHWORK QUANTITIES STRIPPING (ASSUMED 12") 670 CYDS CUT 166 CYDS FILL 3,068 CYDS NET FILL (NEAT LINE) 2,902 CYDS NOTE: ALL STRUCTURES ON SITE TO BE REMOVED. NOTES: PAD = STRUCTURAL GRADE 12" OF STRIPPING TO BE ADDED TO STRUCTURAL PAD. EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES ONLY. QUANTITIES ARE "NEAT LINE" ONLY. THE QUANTITIES DO NOT ACCOUNT FOR ANY SHRINK OR SWELL FACTORS. IT IS THE CONTRACTORS RESPONSIBILITY TO CALCULATE THE EARTHW O(' VOLUMES FOR BID PURPOSES. CHECKED FOR COMPLIANCE TO CITY STANDARDS R 3857 SCALE. • • � WO n3/»•� GREENLEAF 3 LOT ADDITION tea► ll �o �► CITY OF RENTON GRADING & T.E.S.C. PLAN PAS: ONE INCH IDATUM DRINAM NO: AT FULL SCALE Planning/Building/Public Works Dept. f%0-01 IF NOT ONE INCH SCALE ACCORDINGLY UTILITY PERMIT #U-15001022 sHEEr: s OF: 10 CDS 8385705 D n ,o0 � O C 00 C0 ' D ;moo � r 5� z m 0 D i00 0o �r 9 0y 00 CD �r (-A00o N ' > �d 00 cz CDtt %%j D n 0 11� 9 ' DC 33 Cn W Q Z J U_ p12 Wo Drj►s 9No►o You Db 811 unwe th I �a I W CUM I CMAW c�,�rr.�oa�,wn►� G�hiSULTING ENGINEERS33400 81h LLG Suite 206Aver South 10 10 1 I Federal Way, WA 90003 MONK wwr (00 M-1113 www.00ncml.can ENIM1* (+25) 297 -MW Civil1 Land Sur #4)dng Land 1 Pl�rmirp PublicE� Project man wormlt Loma Archlbecturs ESM JOB #258-044-013 CONDITIONS FOR WET SEASON CONSTRUCTION 1. ANY CONSTRUCTION THAT WILL RESULT IN DISTURBED AREAS ON OR WITHIN A CRITICAL AREA OR ASSOCIATED BUFFER, SHALL BE SUBJECT TO THE "CRITICAL AREA RESTRICTIONS" CONTAINED IN THE ESC STANDARDS. THESE PROVISIONS INCLUDE PHASING THE PROJECT WHENEVER POSSIBLE SO THAT CONSTRUCTION IN THESE AREAS IS LIMITED TO THE DRY SEASON. 2. DURING CONSTRUCTION, ESC PLANS SHALL BE REVISED AS NECESSARY BY THE ESC SUPERVISOR OR AS DIRECTED BY THE CITY TO ADDRESS CHANGING SITE CONDITIONS, UNEXPECTED STORM EVENTS, OR NON-COMPLIANCE WITH THE ESC PERFORMANCE CRITERIA IN SECTION D.4.1 (P. D-69). IF NON-COMPLIANCE WITH THE ESC PERFORMANCE CRITERIA OCCURS, THE PLAN MUST BE UPDATED WITHIN 48 HOURS (FAILURE TO DO SO COULD RESULT IN A "STOP WORK" ORDER AS DETERMINED BY THE CITY INSPECTOR) OF INSPECTIONS OR INVESTIGATIONS. IMPLEMENTATION OF THE ONSITE CHANGES MUST OCCUR WITHIN 5 DAYS. 3. ALL ESC MEASURES SHALL BE MAINTAINED AND REVIEWED ON A REGULAR BASIS AS PRESCRIBED IN THE MAINTENANCE REQUIREMENTS FOR EACH BMP AND IN THIS SECTION. THE ESC SUPERVISOR SHALL REVIEW THE SITE AT LEAST WEEKLY DURING THE WET SEASON, AND WITHIN 24 HOURS OF SIGNIFICANT STORMS. IN GENERAL, A SIGNIFICANT STORM IS ONE WITH MORE THAN 0.5 INCHES OF RAIN IN 24 HOURS OR LESS. THE CITY MAY REQUIRE THAT A WRITTEN RECORD OF THESE REVIEWS BE KEPT ON SITE WITH COPIES SUBMITTED TO THE CITY WITHIN 48 HOURS. WET SEASON PROVISIONS NOTE: THE FOLLOWING MEASURES ARE REQUIRED FOR CONSTRUCTION DURING THE WET SEASON (OCTOBER 1 - APRIL 30) IN ADDITION TO THE STANDARD TESC MEASURES. 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN (SECTION D.3.2). 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS (SECTION D.3.2). 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D.3.2). 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (SECTION D.3.2.5). 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D.3.2.1). 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.3.3.1). 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE-GRAINED SOIL (SECTION D.3.4.2). 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.5). 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.6). 10. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR THE SURFACE WATERS (SECTION D.5.3). 11. ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. 12. THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO WEEKLY (SECTION D.5.4). STRUCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. 8' - 10' n w I % iw ►u'7rn calor J 1 LLL 1 L�I�VL.. I VJ 1 OR 2' x 2' WOODEN POST r TEMPORARY CONSTRUCTION FENCE DETAIL EROSION / SEDIMENTATION CONTROL NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS -SITE IMPROVEMENTS, SURFACE WATER �m •••• UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: STANDARDS 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, APRE- CONSTRUCTION 0 M AIR-DRIED; FREE FROM MEETING MUST BE HELD WITH THE CIN OF RENTON, PUBIC WORKS DESIGN ENGINEER. •h • 3. THE80UNDARIESOFTHECLEARINGLIMITSANDAREAS OFVEGETATIONPRESERVATIONAS PRESCRIBED DESS • ON THE PLAN(S) SHALL 8E CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE E 2-3 TONS PER ACRE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE 3 ! �l11 1'T�L �I DRAW EL CHECKED: WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE • �� • �' Geotechnical Engineer) CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SWILL BE AVOID WIND BLOW. THE THICKNESS OF STRAW NO. PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC DATE APPR APPROVED: MAY BE REDUCED BY HALF WHEN USED IN SUPERVISOR FOR THE DURATION OF CONSTRUCTION. Z 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF Q NO GROWTH INHIBITING CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL � CELLULOSE MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE am NOT BE USED WITHOUT SEED AND TACKIFIER REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO 1000-1500 LBS PER ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. ' •� 1" Clean ACRE DOUBLED. SOME WOOD FIBER WITH VERY LONG 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND " . FIBERS CAN BE EFFECTIVE AT LOWER IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT O TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT FM PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A TACKIFIER. COMPOST SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING ANO/OR CONSTRUCTION IS 2" THICK MIN.; MORE EFFECTIVE CONTROL CAN BE OBTAINED BY COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, 06 APPROX. 100 TONS MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL HANDLING. MUST BE SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMfTEE. 0 4" Diameter Perforated PVC PURCHASED FROM Q 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE O INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS WASTE HANDLING CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE AMENDMENT. SOURCES FOR COMPOST ARE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES AVAILABLE FROM THE KIND COUNTY COMMISSION WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. Z DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND O RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE (206) 296-4439. CHIPPED SITE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE �. THIS IS A COST-EFFECTIVE WAY TO DISPOSE OF MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND BE SEVERAL INCHES. THICKNESS WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. Q 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATI ON CONTROL ONLY. R GOES NOT Q BURNING. GENERALLY, IT SHOULD NOT BE USED CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 0 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE IT IS NOT RECOMMENDED WITHIN 200 FEET OF DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH J 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) (M� SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SHORTLY AFTER MULCH, THE DECOMPOSITION OF SEEDING, MULCHING, PLASTIC COVERING, ETC.). um THE CHIPPED VEGETATION MAY TIE UP NUTRIENTS Q 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL W CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS J OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. Z 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE W SURFACE WATER DESIGN MANUAL. W a: 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE �R V ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDMAENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SWILL BE AAODIFlED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. I), ALL DISTURBED AREAS SWILL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE GINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CIN OF RENTON FOR REVIEW. p12 Wo Drj►s 9No►o You Db 811 unwe th I �a I W CUM I CMAW c�,�rr.�oa�,wn►� G�hiSULTING ENGINEERS33400 81h LLG Suite 206Aver South 10 10 1 I Federal Way, WA 90003 MONK wwr (00 M-1113 www.00ncml.can ENIM1* (+25) 297 -MW Civil1 Land Sur #4)dng Land 1 Pl�rmirp PublicE� Project man wormlt Loma Archlbecturs ESM JOB #258-044-013 CONDITIONS FOR WET SEASON CONSTRUCTION 1. ANY CONSTRUCTION THAT WILL RESULT IN DISTURBED AREAS ON OR WITHIN A CRITICAL AREA OR ASSOCIATED BUFFER, SHALL BE SUBJECT TO THE "CRITICAL AREA RESTRICTIONS" CONTAINED IN THE ESC STANDARDS. THESE PROVISIONS INCLUDE PHASING THE PROJECT WHENEVER POSSIBLE SO THAT CONSTRUCTION IN THESE AREAS IS LIMITED TO THE DRY SEASON. 2. DURING CONSTRUCTION, ESC PLANS SHALL BE REVISED AS NECESSARY BY THE ESC SUPERVISOR OR AS DIRECTED BY THE CITY TO ADDRESS CHANGING SITE CONDITIONS, UNEXPECTED STORM EVENTS, OR NON-COMPLIANCE WITH THE ESC PERFORMANCE CRITERIA IN SECTION D.4.1 (P. D-69). IF NON-COMPLIANCE WITH THE ESC PERFORMANCE CRITERIA OCCURS, THE PLAN MUST BE UPDATED WITHIN 48 HOURS (FAILURE TO DO SO COULD RESULT IN A "STOP WORK" ORDER AS DETERMINED BY THE CITY INSPECTOR) OF INSPECTIONS OR INVESTIGATIONS. IMPLEMENTATION OF THE ONSITE CHANGES MUST OCCUR WITHIN 5 DAYS. 3. ALL ESC MEASURES SHALL BE MAINTAINED AND REVIEWED ON A REGULAR BASIS AS PRESCRIBED IN THE MAINTENANCE REQUIREMENTS FOR EACH BMP AND IN THIS SECTION. THE ESC SUPERVISOR SHALL REVIEW THE SITE AT LEAST WEEKLY DURING THE WET SEASON, AND WITHIN 24 HOURS OF SIGNIFICANT STORMS. IN GENERAL, A SIGNIFICANT STORM IS ONE WITH MORE THAN 0.5 INCHES OF RAIN IN 24 HOURS OR LESS. THE CITY MAY REQUIRE THAT A WRITTEN RECORD OF THESE REVIEWS BE KEPT ON SITE WITH COPIES SUBMITTED TO THE CITY WITHIN 48 HOURS. WET SEASON PROVISIONS NOTE: THE FOLLOWING MEASURES ARE REQUIRED FOR CONSTRUCTION DURING THE WET SEASON (OCTOBER 1 - APRIL 30) IN ADDITION TO THE STANDARD TESC MEASURES. 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN (SECTION D.3.2). 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS (SECTION D.3.2). 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D.3.2). 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (SECTION D.3.2.5). 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D.3.2.1). 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.3.3.1). 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE-GRAINED SOIL (SECTION D.3.4.2). 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.5). 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.6). 10. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR THE SURFACE WATERS (SECTION D.5.3). 11. ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. 12. THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO WEEKLY (SECTION D.5.4). STRUCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. 8' - 10' n w I % iw ►u'7rn calor J 1 LLL 1 L�I�VL.. I VJ 1 OR 2' x 2' WOODEN POST r TEMPORARY CONSTRUCTION FENCE DETAIL SCALE: I ONE INCH I r AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY MULCH STANDARDS AND GUIDELINES MULCH NOT TO SCALE �m •••• MATERIAL STANDARDS SURVEYED: REMARKS 0 M AIR-DRIED; FREE FROM 2"-3" THICK; 2-3 •h • ' UNDESIRABLE SEED DESS • 2 E 2-3 TONS PER ACRE � 3 ! �l11 1'T�L �I DRAW EL CHECKED: 0 0 1 00 • �� • �' Geotechnical Engineer) ��aRM�� Y Batte- AVOID WIND BLOW. THE THICKNESS OF STRAW NO. REVISION BY DATE APPR APPROVED: SCALE: I ONE INCH I r AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY MULCH STANDARDS AND GUIDELINES MULCH 2 �m o Z �r MATERIAL STANDARDS RATES REMARKS STRAW AIR-DRIED; FREE FROM 2"-3" THICK; 2-3 COST-EFFECTIVE PROTECTION WHEN APPLIED ' UNDESIRABLE SEED BALES PER 1000 SF OR WITH ADEQUATE THICKNESS. HAND -APPLICATION ComWent Cut - AND COARSE MATERIAL 2-3 TONS PER ACRE GENERALLY REQUIRES GREATER THICKNESS THAN C �• $' (To Be Confirmed By BLOWN STRAW. STRAW SHOULD BE CRIMPED TO • �� • �' Geotechnical Engineer) ��aRM�� Y Batte- AVOID WIND BLOW. THE THICKNESS OF STRAW 1 1 12 MAY BE REDUCED BY HALF WHEN USED IN CONJUNCTION WITH SEEDIIVG. WOOD FIFER NO GROWTH INHIBITING APPROX. 25-30 LBS SHALL BE APPLIED WITH HYDROMULCHER. SHALL CELLULOSE FACTORS PER 1000 SF OR NOT BE USED WITHOUT SEED AND TACKIFIER 1000-1500 LBS PER UNLESS THE APPLICATION RATE IS AT LEAST ' •� 1" Clean ACRE DOUBLED. SOME WOOD FIBER WITH VERY LONG Crushed Rock " . FIBERS CAN BE EFFECTIVE AT LOWER APPLICATION RATES AND WITHOUT SEED OR i i T i l I 4D, TACKIFIER. COMPOST NO VISIBLE WATER OR 2" THICK MIN.; MORE EFFECTIVE CONTROL CAN BE OBTAINED BY o DUST DURING APPROX. 100 TONS INCREASING THICKNESS TO 3". EXCELLENT HANDLING. MUST BE PER ACRE (APPROX. MULCH FOR PROTECTING FINAL. GRADES UNTIL 4" Diameter Perforated PVC PURCHASED FROM 800 LBS PER YARD) LANDSCAPING BECAUSE IT CAN BE DIRECTLY SUPPLIER WITH SOLID SEEDED OR TILLED INTO SOIL AS AN WASTE HANDLING AMENDMENT. SOURCES FOR COMPOST ARE PERMIT. AVAILABLE FROM THE KIND COUNTY COMMISSION FOR MARK ETI NG RECYCLABLE MATERIALS AT (206) 296-4439. CHIPPED SITE AVERAGE SIZE SHALL 2" MINIMUM THIS IS A COST-EFFECTIVE WAY TO DISPOSE OF VEGETATION BE SEVERAL INCHES. THICKNESS DENS FROM CLEARING AND GRUBBING, AND IT ELIMINATES THE PROBLEMS ASSOCIATED WITH BURNING. GENERALLY, IT SHOULD NOT BE USED ON SLOPES ABOVE APPROX. 10% BECAUSE OF ITS TENDENCY TO BE TRANSPORTED BY RUNOFF. IT IS NOT RECOMMENDED WITHIN 200 FEET OF SURFACE WATERS. IF SEEDING IS EXPECTED SHORTLY AFTER MULCH, THE DECOMPOSITION OF THE CHIPPED VEGETATION MAY TIE UP NUTRIENTS IMPORTANT TO GRASS ESTABLISHMENT. 4" Leveling Course I, NON -REINFORCED, SINGLE BLOCK ROW (CUT WALL) CONDITION Not - To -Scale " -A ' i 1' \I ` si , S Ff I \� i ri f•'.l I I D 2 �m o Z �r �c� 12" lin. f" - t - t •. C Cil . ' �> GeoVV&N Max. ---► '0:�b�° ; s �� ro ComWent Cut - U^> o 05:13 p• Very Dense Glacial Till C �• $' (To Be Confirmed By 4 �� • �� • �' Geotechnical Engineer) ��aRM�� Y Batte- n •+� • •op 1 1 12 ''• 0:a ufaNNNatye Fill ' •� 1" Clean 4D �' a' >? Crushed Rock " . (No Fines) i i T i l I 4D, o �o;NP 0a+p 4" Diameter Perforated PVC ' • �`' °'• �' �' p' �� '' Drain Pipe 4" Leveling Course I, NON -REINFORCED, SINGLE BLOCK ROW (CUT WALL) CONDITION Not - To -Scale " -A ' i 1' \I ` si , S Ff I \� i ri f•'.l I I D �m o Z �r �c� Z M bq C Cil . ' �> "' z C> ZZI 00 -+ TTI M M 0 ID D n 0 �o Cn C� M- N z m 0 D 00 o Z �r 00 '� bq � 00� 00 •� ' �> UJ C> ZZI 00 -+ 00 r -� CHECKED FOR COMPLIANCE TO CITY STANDARDS Cn T 0 O �. o b �C VERTICAL: '`�'°' GREENLEAF 3 LOT ADDITION n/wIN � ,�,,�, CITY OF GRADING & T.E.S.C. DETAILS & NOTES PA': RENTON DATUM NO: Planning/Building/Public Works Dept. 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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 Gj M z W J l.� PROPERTY LINE Q to 0?001 Ni PROPOSED GRADE O q im Z Z 4W 470 co ►� 0 r7 (0 , � H U W o�zN ODMcfl`� to i � 0 0 a KRISTARPERK FILTER SEE ON SHEET + LO to � CUA (010 m o a 10 LF, 12"0 5D O * S=0.50% m ICB P5, TYPE 2-�48"0 0 W/S ID LOCKING LID TG=4155.91 FM 460 465 IE=461.75 12'0 N IE=4$1.75 12"o N1N 06 0 0 Q O WALL DRAIN WITH SPLASH a: PAD TO BOTTOM EXTEND TO OF SLOPE SEE Z DETAIL ON SHEET DT -02 Fm0 Q 0 J M LL 4W Q W J Z 475 R W W a: 0 470 i 450 445 '00 - Cd 2 i 1 1 1 1 1 1 1 t I� Cd2 Wa1dp Dais MiorYou Db 811 aDArrD.atwN A PORTION OF THE SE 1/4 OF SECTION 32, TOWNSHIP 23N., RANGE 5E, KING COUNTY, WASHINGTON 20 PROPOSED UTLITY EASEMENT wM --love. . -- ---__- -- ---- --r------ --------------- -- ------- ----------------- -ice- - ---------- _ �u f I 1 ! 1 r 1 1 ; CL INT'X STA. 1+40.00 I STA 3+47.41, PRIVATE ACCESS ESM T. END ROADWAY IMPROVEMENTS = STA. 23+22.85, ROAD A 1 ( 1 f 1 34 T 33 32 ' tSAWCUT LINE � , I TG=460. 17 1 1 1 S ' N ; ,f YARD DRAIN=456.70, 600 I `t TG=456.14t 6S.D.O 2.OX I �n .. f S IE=453.68, 6*0 MIN. (TYP.) 5' PROPOSED + t , ' N JOINT UTILITY 1 S �. UTILITY EASEMENT + I - - --- _. -- - = 1 , �- 1 I TRENCH (TYP.) SDCO�------------------------- 1 „ 14 LF9 12"0 SD 13 X / CB 0239 TYPE 1 _ 10 . STA 1+42.009 0.00' 20 ON r 2" HIGH x 1' WIDEI 10' Xoo. ASPHALT THICKENED 12 '� j..: Q EDGEmain If If L&I'llk r - - 0 t, » ` 10 LF, 12"0 SD...----"- ,,`�` 11 L_F,_ 12 4 SD �;, �_. STA. 2+50.00 O - 24 ACCESS/UTILITY EASEMENT BEGIN ROADWAY IMPROVEMENTS "'•1 CB #24, TYPE 2-4800 - a: STA 1+53.009 1.00' RT ., -- - CB #2S, TYPE 2 fi a f' -24 LF, 12"01 S W/SOLID LOCKING LID STA 1+68.77j, 19.32' RT w. KRISTAR PERK FILTER - SEE DETAIL ON SHEET 6"i CMP LEVEL SPREADER DT -01 SEE DETAIL ON SHEET DT -02 PRIVATE ACCESS EASEMENT ROAD B LOT LINE 1+00 STA: 2+$0.1 ELEV: 467.1 13EGIN ROADWAY IMPROVEMEN MATCH EXI8TII ss 10 v: 458.04 � TA 3+47.41. PRIVATE ACCESS ESM'T. EXISTING GRADE O = STA. 23+22.85, ROAD A ELEV: 472.79 / SEE POOFILE RIGHT I i t 14 LF, 1204 SD O S=1.009 4 TYPE 2-s-48200 TG=455.94 TG= 56.69 IE=4153.55 6"0 N IE=4452.69 12"0 W IE=4153.05 12"0 E IE 452.69 12"0 t 11 LF 12"� S IE=4453.55 12"0 SE © S=3.27% CONSULTimG ENGIIiiEERS LLC 1334M W ""AvenueI' s°"' Suft 2M Federal Way, WA 99003 �L UW ( SM -0113 www.00mcml.com T (4W)211117 -11111111M Civil Engbw moi" La" S NVWA iq Load Pk"i" Public Works I � I w Ard*bwh e ESM JOB #258-044-013 2+ qw...... 0 mm s y • i 1� ill L i 3 FOIA" X911 lip ••S •••• VICt NO. REVISION 3+00 BY I DATE I AP P R I APPROVED' 475 G �i 0 n SCALE: 1._ Z' 20 10 0 20 40 C4 to 0?001 Ni PROPOSED GRADE O q im EXISTING GRADE 4W 470 co ►� 0 r7 (0 , � rn©p oa,6 o�zN ODMcfl`� to i � r- I� N rn tl')� 00 O N N N N KRISTARPERK FILTER SEE ON SHEET Lois LO to � CUA (010 m IE=451 z�, 12"0 (OUT) 10 LF, 12"0 5D O * S=0.50% ICB P5, TYPE 2-�48"0 W/S ID LOCKING LID TG=4155.91 IE=01.75 12"0 SW 460 465 IE=461.75 12'0 N IE=4$1.75 12"o N1N CL INT'X LOT LINE 1+00 STA: 2+$0.1 ELEV: 467.1 13EGIN ROADWAY IMPROVEMEN MATCH EXI8TII ss 10 v: 458.04 � TA 3+47.41. PRIVATE ACCESS ESM'T. EXISTING GRADE O = STA. 23+22.85, ROAD A ELEV: 472.79 / SEE POOFILE RIGHT I i t 14 LF, 1204 SD O S=1.009 4 TYPE 2-s-48200 TG=455.94 TG= 56.69 IE=4153.55 6"0 N IE=4452.69 12"0 W IE=4153.05 12"0 E IE 452.69 12"0 t 11 LF 12"� S IE=4453.55 12"0 SE © S=3.27% CONSULTimG ENGIIiiEERS LLC 1334M W ""AvenueI' s°"' Suft 2M Federal Way, WA 99003 �L UW ( SM -0113 www.00mcml.com T (4W)211117 -11111111M Civil Engbw moi" La" S NVWA iq Load Pk"i" Public Works I � I w Ard*bwh e ESM JOB #258-044-013 2+ qw...... 0 mm s y • i 1� ill L i 3 FOIA" X911 lip ••S •••• VICt NO. REVISION 3+00 BY I DATE I AP P R I APPROVED' 475 G �i 0 n SCALE: 1._ Z' 20 10 0 20 40 C4 to 0?001 Ni PROPOSED GRADE O q im EXISTING GRADE 1� > 1oc z coo� 11-01 A 00a,o 00 KRISTARPERK FILTER SEE ON SHEET cdr DT -01 cz IE=452.55, 12"0 (IN) m IE=451 z�, 12"0 (OUT) 10 LF, 12"0 5D O * S=0.50% ICB P5, TYPE 2-�48"0 W/S ID LOCKING LID TG=4155.91 IE=01.75 12"0 SW IE=461.75 12'0 N IE=4$1.75 12"o N1N FIT To -71 470 455 450 445 �n 4+00 4+20 SCALE: sem,. VERTICAL- �� ,, C1 TY OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY KEY MAP ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) TORM NOT 1. ALL LOTS WILL HAVE A MAXIMUM IMPERVIOUS AREA OF 65%, A REDUCTION OF 10% FROM THE MAXIMUM ALLOWED ZONING OF 75% IN ORDER TO MEET THE LOT BMP REQUIREMETNS. 2. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOVANG INSTALLATION PER THE FOLLOWING PROCEDURE.- A) ROCEDURE:A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCN INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCN INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCN INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. GREENLEAF 3 LOT ADDITION a� ROAD AND STORM PLAN AND PROFILE`°°" PAGE: olrwlW NO: RD -01 UTILITY PERMIT #U-15001022 6` �D:3�57 . D 4m �z� .4, z � r 1� > 1oc z coo� `°' r C 00a,o 00 Nz cdr � cz m z m m O D �1 n .4, z � r 1� > 1oc P.-►moi � "Cw `°' r 0 00a,o 00 W cdr cz D n Q Z J LL_ z J a: a i 0 Fm(1) 0 a 0 a:z O FM 0 FM 0 a 0 J LL M Q W J Z W W cr 0 24' EASEMENT 2' COMPACTED 2' COMPACTED GRAVEL 20' GRAVEL I� I 10 10 3' 1 MAX. 2.0! _ i� 3' 1 MAX. 6" CRUSHED SURFACING BASE COURSE � 3" COMPACTED DEPTH ATB 10 •0 W. M. 2" COMPACTED DEPTH HMA 00�' 12'f S.D. 0�8"* S.S. SHARED DRIVEWAY �g O MYashington 3 GULD LL a 2X 036.00" BOLTED do GASKETED ACCESS COVERS. RISERS do SUB T&G IMPRESSIONS AS REQUIRED. FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. SEE NOTE 2. TOP SLAB RISER T&G IMPRESSION, AS REQUN2ED. BASE. 018" MAXMAUM. -_\\ SEE NOTE 3. ®rMERENA021 INLET GALLERY. iir� .0000000._ •ii. iiiI ►ii. riii� .iiia �ii� .ii.-�iiiiirri• iiia 018" MAXI MIM. SEE NOTE 3. Notes: 1. Precast concrete structure shall be manufactured in with ASTM Deskpmdion C857 and 0858. 2. Fuer system shall be supplied with traffic rated (H20) bolted & gaslketed 036" circular access covers with risers as required. Shallow applications may require configurations with (H20) bolted & gaskeied square/rectangular access hatches. Contact KriStar Enterprises, Inc for engineering assistsr►oe. Field poured concrete coNars required, by others. 3. Inlet & outlet pipe(s) (0 18" maximum) may enter device on all three sides of the kI & outlet c >tarnbers r+aspecti►Maly. For pipe sizes greater than 0 18", contact KriStar Er>irxprir»Ws for irwering assistance. 4. Inlet chamber shall be supplied with drain -down device, designed to remove standing water between storm events. 5. Perk -Fitter systems may be supplied with individual or nx►itiple 18" or 12" high Perk -Filter cartridges. Filter cartridge may be stacked to accommodate higher flow rates. Contact KdStar Enterprises for�' . 6. For depths less than specked minimums contact KdStar Enterprises for engineering assiatarx�e. Treatment Flow Refs shown con onn to vvU"--k'wngvon Stale GULD Specifications. TSE ® Perk Filter TMj03151W KrItar Enterprises, Inc. 4' WIDE CONCRETE VAULT 3s0 Subw PWce, Sarft Rosa, CA 9407 Washington State GULD Ph: 800.579.8619, Fax: 707.524.8186, www.kdstar.com pu-w FIT THREE TO SEVEN CARTRIDGES / STACKS PF -V4 -WA -Ml I C lowe JPR 11/15/12 JJPR 3/2/11 SHEET 1 OF 2 PER RENTON CONCRETE PRODUCTS "PRIVATE YARD DRAIN" OR EQUAL 1 LENGTH 18" CONC. CULVERT DISHED CAST IRON GRATE PER OLYMPIC FOUNDARY GRATE NO. 5819 GROUT 6" CONCRETE BOTTOM TO BE POURED IN PLACE BY CONTRACTOR YARD DRAIN NOT TO SCALE 8 _ DIMENSION WALL Imo- _ .506.THICKNESS. a -0180 MAMMU 1. - Y 1 SEE NOTE 3. > ,,� �.018" MAXIM. SEE NOTE 3. a 4.00' s [48.00-] FLOATASLEs WEIR.A\1i A ` A 5.00' 1� 0 0 [80.0001 I,D B PASS BETWEEN FLOW YNNU---- 1'15. FLOW THIIU TUKS 111IWE1R/erPAss WTO FX70 CHAMBER.� _ �, - � ASSEMBLY. � 1� PERFORM DnAIN-DIMN FmD-nom. V FLaw TwRU -� TUBES PER ASSEIMBLY. DETAIL A NdIETWEN AS!EirLY SCALP: NONE 2x *36.000 BOLTED & GOSKETED ACCESS COMERS. = PERK FILTER'" CARTRIDGE/STACKS. RISERS & SLAB T&G Ml111111311IOIM AS ISD. FIELD POURED CONCfiIETE COLLAR I1113NIVIED, BY OTHERS. SEE NOTE 2. CARTRIDGE BYPASS PORT. I ge a ; SEE DETAIL A. INLET VENTED OUTLET Y. -- --- HOOD. GULD .18" MAiAiUM. ! �, � MINNNIM DEPTH. SEE NOTE 3. SEE CHART NOTE 6. MINIMUM DEPTH - RIM TO OUTLET INVERT - CARTRI[)III33E STACK COI�IFIGURATION 12" 12"+12" 1 r + 18" 4.25' [51.00"1 5.00' 5.92' 6.67' [60.0001 [71 • [80.00"] .75' [6.00' TREATED OUTLETS. DRAIN -Dowty DEVICE. - �- 0180 MAaaMIw. SEE NOTE 4. - CONCRETE FALSE FLOOR. SEE NOTE 3. Perk Filter >Ir Trrai ewnt Flow Rants shown conNo m to WaW*wg-*on State GULD Specifications TITLE °Perk Filter TM KriStar Enterprises, Inc. 4' WIDE CONCRETE VAULT 360 Sutton Place, Santa Rosa, CA 95407 Washington State GULD Ph: 800.579.8819, Fax: 707.524.8186, www.kristar.com THREE TO SEVEN CARTRIDGES / STACKS PF V -4 -WA -0001 C roi c8 JPR 11/15/12 JPR 3/2/1NO. DATE 1 SHEET 2 of 2 CONSULTING ENGINEERS LLC ,�r0 FM 33400 81h -�) s�L,I�. los Avenue South I • I � I � I • `� �` ; � W�l1TNNL fv CMru ^, Federal Way, WA 98003 • 2 wn � � all-s1>s Cd 2 We Dei�v DWw,a You Dig www.00mcivil.com Maw M"-'••° 1 3 F011111111M 811 Civil Engineer" Lo" Sur"Wi" Land Pkmwinq Public Works I Prajec MMMMM wo ( Lww ospw ArchiMctwe • •••••• (1)jWr,N0,0 R,WA3 ESDI JOB #258-044-013 NO. REVISION 77 -IM 7 =� t..._ 0 1131 =1111111 77=.r.L vim MND#= 1111=1011111 5�� GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODE, KING COUNTY ROAD STANDS IRDS (KCRS), KING COUNTY SURFACE (MATER DESIGN MANUAL (KCS1WDM) AND THE CONDITIONS OF PRELIMINARY SUBDIVISION SAIL. IT SHALL BE THE SOLE RESPONSOM OF THE APPILICANT AND THE PROFESSOIAL CML ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS 94AL L BE AT NO ADDM%iAL COST OR LIABILITY TO THE CITY OF RENTON. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HANE BEEN REVIEWED ACCORDING TO THE CITY OF RENTON. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY PUN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECFrALLY APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. 3. APPROIVAL OF THIS ROAD, GRADING, AND WAINA�GE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER COI~ISTRUCTION (E.G., DOMESTIC (MATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT AC°TMTY, A PRECONNSTRUCTION MEEW MUST BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT, AND THE APPLICANTS CONSIRUCTIOI REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON Tl JOB SITE WHENEVER CN 6. CONSTRUCTION NOISE SHALL BE LMMIED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. IT SHALL BE THE APPL.K;isWT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL C04OWTION EASEMENTS NECESSARY BEFORE INITIATING OFF SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIREAENTS OF THE CITY OF RENTON IS SUBMITTED TO CITY INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE NAYD 1988 UNLESS OTHERWISE APPROVED BY CITY OF RENTON. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION 815.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTU Y TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BA KFILED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.5). 13. OPEN CUTTING OF EXOMIG ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. 14. THE CONTRACTOR SHALL BE RESPOISIBLE FOR PROVOINIG ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROLECTIVE E , AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WOW WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION! 1-07.23, "TRAFFIC CONTROL," OF THE WSDOT STANDARD SPEC11FICATIONS SHALL APPLY IN ITS ENTIRETY. PLAN 1 (FOR 900 BEND) Off/. 1M � �MMt BrbN1l1� R 1 a 1 MSE TEE PLAN 2 (FOR LOT SERVICE) Nr�MreaVcrRoQ0dWr POE ;� t+ NrNMe 11E.�,Mui'�AIT�� ELEVATION CLEAN-OUT DETAILS R-385109 SCALE:YERMCI- NI _ NIM HORIZOWAI NAD 1983/1991 C TY OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY NOT TO SCALE IR D • OM� �< Z 4'%&l ' ULT NZ mZ v ' TREATMENT FLOW RATES, TAL FL W CAPACITIES & MAXIMUM HEAD LOSS A 0000 5 W 0I C#MIDGE STACK CONFIGURATION CARTRIDGE DIMENSION 12" 1180 12" 812" 12" 818" STACK - LENGTH - TREAT1fAH1T OTAL FLOW TREA TOTAL FLOW TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW QUANTITYFLOW CAPACITY FLOW RA CAPACITY FLOW RATE CAPACITY FLOW RATE CAPACITY (ID -FEET) I( S) (CFS) (GPM / ) (CFS) (GPM / CFS) (CFS) (GPM / CFS) (CFS) 3 7 1 IW44 /0.045 2.9 30.6/0.66 4.3 40.8/0.091. 5.0 51.0/0.114 6.7 4 9 127.2 / 0.061 2.9 1 G.W 4.4 154.4/0.121 5.0 68.0/0.152 6.8 5 9 34.0/0.076 2.9 51.0/0.114 4.4 68.0/0.152 5.1 85.0/0.190 6.8 6 11 40.8/0.091 3.0 61.2/0.136 4.5 81.6/0.182 5.1 102.0/0.227 6.9 7 11 47.6/0.106 3.0 71.4/0.159 4.5 95.2/0.212 5.2 119.0/0.265 7.0 MAXIMUM HEAD LOSS 1.7 FEET 2.3 FEET 2.9 FEET 3.5 FEET >Ir Trrai ewnt Flow Rants shown conNo m to WaW*wg-*on State GULD Specifications TITLE °Perk Filter TM KriStar Enterprises, Inc. 4' WIDE CONCRETE VAULT 360 Sutton Place, Santa Rosa, CA 95407 Washington State GULD Ph: 800.579.8819, Fax: 707.524.8186, www.kristar.com THREE TO SEVEN CARTRIDGES / STACKS PF V -4 -WA -0001 C roi c8 JPR 11/15/12 JPR 3/2/1NO. DATE 1 SHEET 2 of 2 CONSULTING ENGINEERS LLC ,�r0 FM 33400 81h -�) s�L,I�. los Avenue South I • I � I � I • `� �` ; � W�l1TNNL fv CMru ^, Federal Way, WA 98003 • 2 wn � � all-s1>s Cd 2 We Dei�v DWw,a You Dig www.00mcivil.com Maw M"-'••° 1 3 F011111111M 811 Civil Engineer" Lo" Sur"Wi" Land Pkmwinq Public Works I Prajec MMMMM wo ( Lww ospw ArchiMctwe • •••••• (1)jWr,N0,0 R,WA3 ESDI JOB #258-044-013 NO. REVISION 77 -IM 7 =� t..._ 0 1131 =1111111 77=.r.L vim MND#= 1111=1011111 5�� GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODE, KING COUNTY ROAD STANDS IRDS (KCRS), KING COUNTY SURFACE (MATER DESIGN MANUAL (KCS1WDM) AND THE CONDITIONS OF PRELIMINARY SUBDIVISION SAIL. IT SHALL BE THE SOLE RESPONSOM OF THE APPILICANT AND THE PROFESSOIAL CML ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS 94AL L BE AT NO ADDM%iAL COST OR LIABILITY TO THE CITY OF RENTON. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HANE BEEN REVIEWED ACCORDING TO THE CITY OF RENTON. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY PUN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECFrALLY APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. 3. APPROIVAL OF THIS ROAD, GRADING, AND WAINA�GE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER COI~ISTRUCTION (E.G., DOMESTIC (MATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT AC°TMTY, A PRECONNSTRUCTION MEEW MUST BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT, AND THE APPLICANTS CONSIRUCTIOI REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON Tl JOB SITE WHENEVER CN 6. CONSTRUCTION NOISE SHALL BE LMMIED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. IT SHALL BE THE APPL.K;isWT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL C04OWTION EASEMENTS NECESSARY BEFORE INITIATING OFF SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIREAENTS OF THE CITY OF RENTON IS SUBMITTED TO CITY INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE NAYD 1988 UNLESS OTHERWISE APPROVED BY CITY OF RENTON. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION 815.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTU Y TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BA KFILED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.5). 13. OPEN CUTTING OF EXOMIG ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. 14. THE CONTRACTOR SHALL BE RESPOISIBLE FOR PROVOINIG ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROLECTIVE E , AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WOW WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION! 1-07.23, "TRAFFIC CONTROL," OF THE WSDOT STANDARD SPEC11FICATIONS SHALL APPLY IN ITS ENTIRETY. PLAN 1 (FOR 900 BEND) Off/. 1M � �MMt BrbN1l1� R 1 a 1 MSE TEE PLAN 2 (FOR LOT SERVICE) Nr�MreaVcrRoQ0dWr POE ;� t+ NrNMe 11E.�,Mui'�AIT�� ELEVATION CLEAN-OUT DETAILS R-385109 SCALE:YERMCI- NI _ NIM HORIZOWAI NAD 1983/1991 C TY OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY NOT TO SCALE IR D • OM� �< Z M C:)C NZ mZ v ' Z M 0 q D I I D T n o0 mCn D �rn $C� M 0 Mm r:n N Z I 00 OM� � Z �r 00 1 v ' CD _r O Q 00 Uj 0000 5 W 0I C �0Z C tTJ CHECKED FOR COMPUANCE TO CITY STANDARDS cn owl n 0 0 9L m r GREENLEAF 3 LOT ADDITION ROAD CROSS SECTIONS & DETAILS UTILITY PERMIT #U-15001022 co: 309701 PAGE: DRI ND: DT -01 SHEET: ' oF.' 1;j M z -i LAj LL- G12 WalahO Dow Deft You CV 811 � r wwmm Lzcsftn Cm*w WWADjCKWA) 105 NATIVE VEGETATION ,-,.AT LESS THAN 20% CONSULTING ENGINEERS L L C 33400 81h Avenue Sourth SuiW 205 Federal Way, WA 98003 1`11101111AL SW (NO GM -0113 www.oemcivil.com EMIETT (40) 207 -OM Civil Enj:=�kqp I Lord Surveying Lawl Pimink Public Proof Me"01101"em I Landec"o Archilach" ESM JOB #258-044-013 a. f4 END OF 6*0 CMP LEVEL SPREADER N:161361.66 E:1302390.70 2 3 N. LEVEL 12 n CORRUGATED PIPE IE=451.75 12"X6" CORRUGATED PIPE MANIFOLD BEGIN LEVEL SPREADER AS NOTED ON PLAN VIEW REVISION SDCO (TYP.) PAD NOTE: SEE GR -03 FOR WALL DETAIL WALL DRAIN &SPLASH PAD DETAIL SCALE: 1 "= 3' 6"0 CORRUGATED PIPES IE=451.75 CB #25Yf �- 31@—T - SECTION A -A SCALE: 1 " = 2' w SDCO F*A 3" EXISTING GROUND 6'00 CORRUGATED PIPE B 0 ------------ 0 .... ........ ..... L-1000 B I--. A 6"0 CORRUGATED PIPE 6*0 CORRUGATED PIPE W/PERF ON TOP W/PERF ON TOP 10 —50' A 'k V ov n 1 a —20' HORIZ. SCALE: 1 of =5' VERT. mli—mim 20 10 0 20 40 6*0 CORRUGATED PIPES IE=451.75 30 EXISTING GROUND 30__r SECTION 13- B SCAM 1 oo = 2# 011111111111 MIT -31110111111 mi� SCALE: mm ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 140' PLAN VIEW I 6*0 CORRUGATED PIPE W/PERF ON TOP KEY MAP '0 6"0 CORRUGATED PIPES IE=451.75 E 3" EXISTING GROUND 3" SECTION C -C SCALE: 1 * = 2' Ir.*.*.,.*.,.*.,.*.,.*.,.*.*.,.*.*.*.*.,.,.,.*.*.*.*.*.*.*.,.*.*.*.*.*.*.*.*.*.'.*.*=*.,.*.*.,.*.*.*.*.*.Iy 6" CMP LEVEL SPREADER SCNX: 1 5" R-385110 no CAP (TyP-) DATE: VEITMAL: NI 19M HOMZONTAL: W0 1963/1991 CITY OF GREENLEAF 3 LOT ADDITION 00/2wm 6"CMP LEVEL SPREADER P°°°" UK I RENTON DATUM !R PLAN & DETAILS OklallM No: Planning/Building/Public Works Dept. DT -02 UTILITY PERMIT #U-15001022 SHIM: 10"16 CID: A3%15110 1 1 1 1 1 1 1 1 0-" z m CN z C: * 3: zi C0 3 '0 3 m m CD 0 ru z m z m Cn �� 00 5� m O > CD 0-" CN cc coo CD 0 C) 00 0 00 (-A W �� 00 5� 00 > 0 CD