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Home My WebLink AboutzR-4091Setz -17 LU J n CQ G IPGII,KM a Lor s CEDAR PARK FlW ACRE TRACTS "o, IS Or PLATS. P. 91 •L. 110. 197N1 t23 POSIM OF LOT 3 4 5 -ROAD-A- �rw` �rn,. I I I NE 1/4 SECTION 14, TOWNSHIP 23 N.,RANGE 5 E, W.M. MAPLE HIGHLANDS 6 7 8 � I 13 12 if 10 TRACTS i i i LCT 7 PROJECT CONTACTS: OWNER ................................................ HAMBLIN LIVING TRUST ..........................................................16210 SE 134TH STREET .......................................................... RENTON, WASHINGTON 98059 APPLICANT ......................................... D4 DEVELOPMENT LLC ..........................................................622 CEMETERY ROAD .............................................. I ...... I.... WINLOCK, WASHINGTON 98596 .......................................................... (425) 470-9384 .......................................................... CONTACT.- TRAVIS DEFOOR .......................................................... TRAVIS@D4-DLLC.COM CIVIL ENGINEER/SURVEYOR............... D.R. STRONG CONSULTING ENGINEERS, INC. .......................................................... 620 - 7th AVENUE .......................................................... KIRKLAND, WASHINGTON 98033 .......................................................... (425) 827-J063 .......................................................... CONTACT.- YOSHIO L. P/EDISCALZI, P.E. .......................................................... YOSHIO.P/EDISCALZIODRSTRONG.COM .......................................................... CONTACT.- JAMES G. REICHHOFF, P.L.S. .......................................................... JAMES. REICHHOFFODRSTRONG. COM GEOTECHNICAL ENGINEER .................. EARTH SOLUTIONS NW, LLC ..........................................................1805 - 136 TH PL NE, SUITE 201 ..........................................................BELLEVUE, WA 98005 .......................................................... (425) 449-4704 .......................................................... CONTACT KYLE CAMPBELL, P.E. TRAFFIC ENGINEER ............................. TRAFFEX ..........................................................11410 NE 124TH ST., #590 .......................................................... KIRKLAND. WA 98034 .......................................................... (425) 522-4118 .......................................................... CONTACT. LARRY D. HOBBS, PE .......................................................... LARRYONWTRAFFEX.COM ARBORIST...........................................CREATIVE LANDSCAPE SOLUTIONS .......................................................... (425) 466-0515 .......................................................... CONTACT SUSAN PRINCE .......................................................... SPRINCE202®AOL. COM LANDSCAPE ARCHITECT ..................... VARLEY VARLEY VARLEY ..........................................................12743 NE 170TH LANE .......................................................... WOODINVILLE, WA 98072 .......................................................... (425) 466-0515 .......................................................... CONTACT JEFF VARLEY .......................................................... VARLEY-JEFF@HOTMAIL.COM SHEET INDEX C1 1 OF 41 COVER SHEET C2 2 OF 41 TOPOGRAPHY MAP C3 3 OF 41 OFFSITE TOPOGRAPHY MAP C4 4 OF 41 HORIZONTAL AND VERTICAL CONTROL PLAN C5 5 OF 41 TREE RETENTION PLAN C6 6 OF 41 CLEARING AND TESC PLAN C7 7 OF 41 OFFSITE CLEARING AND TESC PLAN C8 8 OF 41 TESC NOTES AND DETAILS C9 9 OF 41 TESC NOTES AND DETAILS C10 10 OF 41 ROAD AND GRADING PLAN C11 11 OF 41 TYPE III ROAD BARRICADE DETAIL C12 12 OF 41 ADA RAMP DETAILS C13 13 OF 41 STANDARD WSDOT RAMP AND STREET SIGN DETAILS C14 14 OF 41 ROAD AND MAILBOX DETAILS C15 15 OF 41 ROAD CROSS SECTIONS C16 16 OF 41 STORM DRAINAGE PLAN C17 17 OF 41 162ND AVE SE STORM DRAINAGE PLAN AND PROFILE C18 18 OF 41 ROAD A STORM DRAINAGE PLAN AND PROFILE C19 19 OF 41 ROAD A STORM DRAINAGE PLAN AND PROFILE C20 20 OF 41 ROAD A STORM DRAINAGE PLAN AND PROFILE C21 21 OF 41 164TH AVE SE STORM DRAINAGE PLAN AND PROFILE C22 22 OF 41 164TH AVE SE OFFSITE DRAINAGE PLAN AND PROFILE C23 23 OF 41 164TH AVE SE OFFSITE DRAINAGE PLAN AND PROFILE C24 24 OF 41 STORM DRAINAGE EXTENSION PLAN AND PROFILE C25 25 OF 41 VAULT DETAILS C26 26 OF 41 STORM DETAILS C27 27 OF 41 STORM DETAILS C28 28 OF 41 SANITARY SEWER PLAN C29 29 OF 41 OFFSITE SANITARY SEWER PLAN C30 30 OF 41 162ND AVE SE SEWER PLAN AND PROFILE C31 31 OF 41 ROAD A SEWER PLAN AND PROFILE C32 32 OF 41 ROAD A SEWER PLAN AND PROFILE C33 33 OF 41 164TH AVE SE SEWER PLAN AND PROFILE C34 34 OF 41 164TH AVE SE OFFSITE SEWER PLAN AND PROFILE C35 35 OF 41 SE 135TH STREET SEWER PLAN AND PROFILE C36 36 OF 41 SE 135TH STREET SEWER PLAN AND PROFILE C37 37 OF 41 166 TH AVENUE SE SEWER PLAN AND PROFILE C38 38 OF 41 SEWER EASEMENT SEWER PLAN AND PROFILE C39 39 OF 41 SEWER DETAILS C40 40 OF 41 CHANNELIZATION AND SIGNAGE PLAN C41 41 OF 41 COMPOSITE UTILITY PLAN L-I 1 OF 6 LANDSCAPE PLAN L-2 2 OF 6 LANDSCAPE PLAN L-3 3 OF 6 LANDSCAPE NOTES AND DETAILS L - 4 4 OF 6 /RRIGA TION PLAN L-5 5 OF 6 /RRIGA TION PLAN L-6 6 OF 6 LANDSCAPE NOTES AND DETAILS IL 1 OF 4 ILLUMINATION PLAN IL2 2 OF 4 ILLUMINATION PLAN IL3 3 OF 4 ILLUMINATION DETAILS IL4 4 OF 4 ILLUMINATION DETAILS Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1 LEGAL DESCRIPTION: LOT 6, BLOCK 1, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON,• EXCEPT THE FOLLOWING DESCRIBED PROPERTY: g J:AJCTA BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 6; N O FRT H THENCE NORTH 30 FEET TO THE TRUE POINT OF BEGINNING,• THENCE CONTINUING NORTH 75 FEET,• GRAPHIC SCALE THENCE EAST 122 FEET; THENCE SOUTH 75 FEET,• I 50 1 I 200 THENCE WEST 122 FEET TO THE TRUE POINT OF BEGINNING. LOT 1 LOT 1 INCH = 100 FT. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PROJECT DESCRIPTION: SUR VEYOR'S NO TES. ADDRESS OF THE PROPERTY..... 16210 SE 134TH ST, RENTON, WA PARCEL NUMBER.........................145750-0025 EXISTING ZONING: ....................... R-4 PROPOSED DWELLING UNITS:......13 ACREAGE ...................................... 4.184 ACRES (182,269 S.F.) GROSS BLA AREA: .................................. 0.037 ACRES (1,617 S.F.) GROSS R. 0. W. AREA: ............................... 0.753 ACRES (32,802 S.F.) PERMITTED DENSITY .................... 4.00 DU/ACRE PROPOSED DENSITY .................... 3.83 DU/ACRE WORK WITHIN EXISTING R.O.W.:... 0.568 ACRES (24,728 S.F.) CRITICAL AREA: ............................ 0.00 ACRES (0 S.F.) PROPOSED USE ........................... SINGLE FAMILY DETACHED HOUSING SEWER DISTRICT .......................... CITY OF RENTON WATER DISTRICT. .......................... KING COUNTY WATER DISTRICT 90 SCHOOL D/STRICT........................ ISSAQUAH #411 FIRE DISTRICT.............................. RENTON REGIONAL FIRE AUTHORITY TELEPHONE SERVICE .................... CENTURY LINK POWER SOURCE: ......................... PUGET SOUND ENERGY GENERAL NO TES.- 1. ALL EXISTING STRUCTURES TO BE REMOVED. LIST OF TRACTS: TRACT 'A" STORM DRAINAGE..............0.349 ACRES (15,198 S.F.) TRACT 'B" TREE RETENTION................0.084 ACRES (3,665 S.F.) AREA TABLE. - TOTAL SITE AREA: ........................ 4.184 ACRES (182,269 S.F.) GROSS DISTURBED SITE AREA: ................ 4.715 ACRES (205,379 S.F.) NEW IMPERVIOUS AREA: ............... 2.557 ACRES (111,376 S.F.) REPLACED IMPERVIOUS AREA: ..... 0.000 ACRES (0 S.F.) BUILDING COVERAGE ALLOWED BY ZONING:...................359 IMPERVIOUS AREA ALLOWED BY ZONING:...................507. LLD] 0 'S k, 01 No, =�_� � A 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY UPDATE THIRD COMMITMENT ORDER NO. 0088781-16 DATED MARCH 22, 2018. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED CHICAGO TITLE INSURANCE COMPANY COMMITMENT. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON CHICAGO TITLE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON MAY JO, 2018. ALL SURVEY CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS PROJECT IN APRIL, 2018. J. PROPERTY AREA = 182,269t SQUARE FEET (4.1843t ACRES). 4. ALL DISTANCES ARE IN U.S. SURVEY FEET. 5. THIS IS A COMBINED FIELD TRAVERSE AND GLOBAL POSITIONING SYSTEM SURVEY. A TRIMBLE ONE SECOND COMBINED ELECTRONIC TOTAL STATION AND A LEICA SERIES 1200 GLOBAL POSITIONING SYSTEM WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MOCUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS, 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 7. CONTOUR INTERVAL: 2 FEET. CONTOURS SHOWN ARE PRODUCED FROM A DIGITAL TERRAIN MODEL DERIVED FROM DIRECT FIELD OBSERVATIONS OBTAINED DURING THE COURSE OF THE FIELD TRAVERSE SURVEY. CONTOUR ACCURACY COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS (AT LEAST 90 PERCENT OF THE ELEVATIONS ACCURATE WITHIN ONE-HALF THE CONTOUR INTERVAL). 8. THE TOPOGRAPHIC ELEMENTS SHOWN ON THIS MAP ARE INTENDED FOR USE IN CIVIL ENGINEERING DESIGN AND PRELIMINARY PLAT PREPARATION. TITLE RESTRICTIONS.- 1. THIS SITE IS SUBJECT TO AN EASEMENT FOR YARD AND CARPORT, AS SET FORTH IN DOCUMENT RECORDED UNDER RECORDING NO, 20030310002075. 2. THIS SITE IS SUBJECT TO AN AGREEMENT TO COOPERATE IN BOUNDARY LINE ADJUSTMENT AND THE TERMS AND CONDITIONS THEREOF, AS DISCLOSED IN DOCUMENT RECORDED UNDER RECORDING NO. 20030310002076. J. THIS SITE IS SUBJECT TO A NOTICE OF ON -SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE AND THE TERMS AND CONDITIONS THEREOF, AS DISCLOSED IN DOCUMENT RECORDED UNDER RECORDING NO. 20030801000627. 4. THIS SITE IS SUBJECT TO CHICAGO TITLE INSURANCE COMPANY REQUIREMENT OF AN AL TA SURVEY. 5. THIS SITE IS SUBJECT TO CITY OF RENTON ANNEXATION ORDINANCE NO, 5879 AS RECORDED UNDER RECORDING NO. 201803I4000879. 6. THIS SITE IS SUBJECT TO MISCELLANEOUS NON -SURVEY RELATED ITEMS. REFERENCES.- 1. PLAT OF CEDAR PARK FIVE ACRE TRACTS, RECORDED IN VOLUME 15 OF PLATS, PAGE 91, RECORDS OF KING COUNTY, WASHINGTON. 2. KING COUNTY CONTROL SURVEY SECTION SUBDIVISION SURVEY OF OF SEC. 14-23-05. J. PLAT OF INTERLAKE ADDITION NO. 1, RECORDED IN VOLUME 83 OF PLATS, PAGE 96, RECORDS OF KING COUNTY, WASHINGTON. 4. MAP OF EAST 112 OF SEC. 14-23-5 PREPARED BY ROY J. STOREY, DATED JANUARY, 1946. 1 CITY COMMENTS 11.12.19 D.R. STRONG 2 INTAKE COMMENTS CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 ENGINEERS PLANNERS SURVEYORS 620 - 71h AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 N 0. REVISION CONDITIONS OF APPROVAL: MAPLE HIGHLANDS HEARING EXAMINER'S DECISION AS CONDITIONED, THE PROPOSED PRELIMINARY PLAT COMPLIES WITH ALL APPLICABLE SUBDIVISION REVIEW CRITERIA FOR THE REASONS IDENTIFIED IN THE CONCLUSIONS OF LAW ABOVE. THE CONDITIONS OF APPROVAL NECESSARY TO SATISFY ALL SUBDIVISION CRITERIA ARE AS FOLLOWS: 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED JANUARY 11, 2019. 2. THE APPLICANT SHALL OBTAIN A DEMOLITION PERMIT AND COMPLETE ALL REQUIRED INSPECTIONS FOR THE REMOVAL OF THE EXISTING SINGLE- FAMILY RESIDENCE AND ACCESSORY STRUCTURES PRIOR TO FINAL PLAT RECORDING. J. THE APPLICANT SHALL COMPLETE THE AGREEMENT TO COOPERATE IN THE BOUNDARY LINE ADJUSTMENT RECORDING NO. 20030310002076) PRIOR TO FINAL PLAT RECORDING TO ENSURE ALL BOUNDARY LINES AND LOT DIMENSIONS ARE ACCURATE IN THE FINAL PLAT LAYOUT. 4. THE APPLICANT SHALL PROVIDE A MINIMUM OF TEN FEET (10) OF ON -SITE LANDSCAPING ALONG ALL PUBLIC STREET FRONTAGES. A FINAL DETAILED LANDSCAPE PLAN, CONSISTENT WITH RMC 4- 8- 120 AND RMC 4- 4- 070, SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ISSUANCE OF THE CONSTRUCTION PERMITS. 5. THE APPLICANT SHALL CREATE A HOMEOWNERS' ASSOCIATION ('HOA') THAT MAINTAINS ALL IMPROVEMENTS AND LANDSCAPING IN THE STORM TRACT AND ANY AND ALL OTHER COMMON IMPROVEMENTS. A DRAFT OF THE HOA DOCUMENTS SHALL BE SUBMITTED TO, AND APPROVED BY, THE CITY OF RENTON PROJECT MANAGER AND THE CITY ATTORNEY PRIOR TO FINAL PLAT RECORDING. SUCH DOCUMENTS SHALL BE RECORDED CONCURRENTLY WITH THE FINAL PLAT. 6. THE APPLICANT SHALL RETAIN ALL FIVE (5) APPLE TREES IN THE TREE RETENTION TRACT (TRACT B). A FINAL TREE RETENTION PLAN SHALL BE SUBMITTED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ISSUANCE OF THE CONSTRUCTION PERMITS. 7. THE APPLICANT SHALL SUBMIT A FINAL TREE RETENTION PLAN THAT IS CONSISTENT WITH A FINAL ARBORIST REPORT. THE FINAL TREE RETENTION PLAN SHALL BE SUBMITTED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ISSUANCE OF THE CONSTRUCTION PERMITS. 8. IF FRONTAGE IMPROVEMENTS ON 164TH AVE SE ARE NOT CONSTRUCTED FROM THE INTERSECTION OF SE 132ND ST AND 164TH AVE SE TO THE DEVELOPMENT THAN THE APPLICANT SHALL ENSURE THE INSTALLATION OF FIRE SPRINKLER SYSTEMS IN ALL FUTURE HOMES LOCATED MORE THAN 500 FEET FROM 162ND AVE SE, NAMELY LOTS 6- 10. IF DETERMINED TO STILL BE APPLICABLE BY THE RENTON REGIONAL FIRE AUTHORITY AT THE TIME OF CIVIL CONSTRUCTION PERMIT, THE APPLICANT SHALL RECORD THIS SPRINKLER SYSTEM REQUIREMENT ON THE FACE OF THE FINAL PLAT. 9. A STREET LIGHTING PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT FOR REVIEW AND APPROVAL BY THE CITY' S PLAN REVIEWER PRIOR TO ISSUANCE OF A CONSTRUCTION PERMIT. 10. ANY PROPOSAL TO CONVERT THE STORMWATER VAULT WITHIN TRACT A TO A STORM WA TER DETENTION POND SHALL BE CONSIDERED A MAJOR PLAT AMENDMENT SUBJECT TO THE REQUIREMENTS OUTLINED UNDER RMC 4- 7- 080. M. 2. 11. THE PROPOSED STORMWATER VAULT WITHIN TRACT A SHALL BE LOCATED ENTIRELY BELOW GROUND. ENGINEERED CONSTRUCTION PLANS SHOWING THE VAULT ENT/RELY BELOW GROUND SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL. 12. THE APPLICANT SHALL PROVIDE A PLAN SHOWING EXISTING AND PROPOSED IMPROVEMENTS TO CREATE A SAFE ROUTE FROM THE PROJECT SITE TO THE FUTURE BUS STOP DETERMINED BY ISSAQUAH SCHOOL DISTRICT OR DOCUMENTATION FROM THE ISSAQUAH SCHOOL DISTRICT THAT AN ADDITIONAL STOP WILL BE ADDED ON THE PROJECT SITE. THE PROPOSAL FOR A SAFE ROUTE TO ALL THREE SCHOOLS WOULD BE SUBJECT TO REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER DURING CONSTRUCTION PERMIT APPLICATION REVIEW. 13. ALL ROAD NAMES SHALL BE APPROVED BY THE CITY AND THE APPLICANT SHALL INSTALL ALL NECESSARY STREET NAME SIGNS PRIOR TO FINAL PLAT APPROVAL. 14. SANITARY SEWERS SHALL BE PROVIDED BY THE DEVELOPER AT NO COST TO THE CITY AND DESIGNED IN ACCORDANCE WITH CITY STANDARDS. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8) INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBDIVISION DEVELOPMENT. 15. CONCRETE PERMANENT CONTROL MONUMENTS SHALL BE ESTABLISHED AT EACH AND EVERY CONTROLLING CORNER OF THE SUBDIVISION. INTERIOR MONUMENTS SHALL BE LOCATED AS DETERMINED BY THE DEPARTMENT. ALL SURVEYS SHALL BE PER THE CITY OF RENTON SURVEYING STANDARDS. ALL OTHER LOT CORNERS SHALL BE MARKED PER THE CITY SURVEYING STANDARDS. THE SUBDIVIDER SHALL INSTALL ALL STREET NAME SIGNS NECESSARY IN THE SUBDIVISION. 16. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UTILITIES INSTALLED IN THE PARKING STRIP SHALL BE PLACED IN SUCH A MANNER AND DEPTH TO PERMIT THE PLANTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PAVED SURFACES SHALL BE INSTALLED, INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE PUBLIC WORKS DEPARTMENT. SUCH INSTALLATION SHALL BE COMPLETED AND APPROVED PRIOR TO THE APPLICATION OF ANY SURFACE MATERIAL. EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE PUBLIC WORKS DEPARTMENT. 17. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT LINE BY SUBDIVIDER AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA, INCLUDING SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE CONNECTIONS ARE EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS AND/OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND/OR LAND OWNER. THE SUBDIVIDER 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 SUBDI VIDER AND SHALL INSPECT THE CONDUI T AND CER T/FY TO THE Cl TY THA T I T IS PROPERL Y INSTALLED. 18. ALL LOT CORNERS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHTS -OF -WAY, EXCEPT ALLEYS, SHALL HAVE MINIMUM RADIUS OF FIFTEEN FEET (15). 19. THE WATER DISTRIBUTION SYSTEM INCLUDING THE LOCATIONS OF FIRE HYDRANTS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CITY STANDARDS AS DEFINED BY THE DEPARTMENT AND FIRE DEPARTMENT REQUIREMENTS. 20. THE APPLICANT WOULD BE REQUIRED TO INSTALL A TEMPORARY TYPE III BARRICADE BETWEEN CITY OF RENTON RIGHT-OF-WAY (ROW) AND KING COUNTY ROW (SOUTH END OF 164TH AVE SE). IN ADDITION, THE APPLICANT INSTALL A FENCE AT THE SOUTH END OF 164TH AVE SE (AT THE SOUTH PROPERTY LINE EXTENDED) TO FURTHER RESTRICT SOUTHBOUND VEHICULAR TRAFFIC ON 164TH AVE SE AT THE SE 134TH ST LINE. THE FENCE SHALL INCLUDE AN OPENING AS DETERMINED NECESSARY BY CITY STAFF TO ALLOW FOR THE PASSAGE OF PEDESTRIANS. THE BARRICADE AND FENCE SHALL BE INSTALLED PRIOR TO FINAL PLAT APPROVAL. HORIZON TA DA TUM: NAD 83191 PER CITY OF RENTON SURVEY CONTROL. VERTICAL DATUM: NAVD 88 PER CITY OF RENTON SURVEY CONTROL. BENCHMARK. - CITY OF RENTON SURVEY CONTROL POINT NO. 1852. 3" 0 FLAT BRASS DISK W/PUNCH ON CONCRETE STREET SURFACE AT THE INTERSECTION OF 148TH AVE SE AND NE 4TH ST. ST. NAVD 88 ELEVATION = 454.77 (GPS OBSERVATIONS). BASIS OF BEARINGS: N0125'00"W BETWEEN FOUND MONUMENTS - CITY OF RENTON SURVEY CONTROL POINT NOS. 1852 AND 2127 (NAD 83191). YLP 02.14.201 YLP SURVEYED: DJC YLP 06.16.21 YLP DESIGNED: YLP YLP 08.13.21 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM • C TY OF RENTON U'R VANIV Planning/Building/Public Works Dept. SE 28TH ST w w Q SE 130 TH Z SE 132ND S T S 132N S T o N PROJECT / TE Q SE 133RD S SE 13 TH S T SE 134 TH S SE 2ND PL SE 136 TH ST Si4 TH Pb) Q Q Q SE IJ8TH S z Z VICINITY MAP 1 "=1, 000' ERC MI TIGA TION MEASURES: MAPLE HIGHLANDS MITIGATION MEASURES THE APPLICANT SHALL INSTALL A NEW DOWNSTREAM DRAINAGE SYSTEM PRIOR TO ANY CONSTRUCTION STORMWATER DISCHARGING OFFSITE TO THE EAST. DOE CONSTRUCTION STORMWA TER PERMIT: GENERAL PERMIT NUMBER: XXXXXXXXX CERTIFIED EROSION AND SEDIMENT CONTROL LEAD: EARTH SOLUTIONS NW, LLC (425) 449-4704 FIRE SPRINKLER NOTE: CITY ORDINANCE REQUIRES ALL HOMES ON DEAD END STREETS IN EXCESS OF 500-FEET, REQUIRE INSTALLATION OF AN APPROVED FIRE SPRINKLER SYSTEM. THIS APPLIES TO LOTS 6, 7, 8, 9, AND 10. NOTE FOR CERTIFICATION OF SUR l/EY INFORMATION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS. T C) m Al U H • H 00 Q J R-4091 01 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FREGIONAL FIRE AUTHORITY eNTo 7 PROVED Fkrevarns E WATER UTILITY z lletti 09/30/2021 EpJt� 10/01 /2021 ' Q �4<%TK J Enjande:rs ENT ENGINEERING � % =AnnFowleir TER UTILITY �' 0 10/01 /2021 09/30/2021 ' _ W DATE: MAPLE HIGHLANDS 09.05.19 COVER SHEET FIELDBOOK: < PAGE: 5 f1RAWIN(: Nl• L 16210 SE 134TH STREET C 1 RENTON, WASHINGTON 98059 SHEET: 1 OF:41 DRS PROJECT NO. 17020 NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS I I BLOCK 1 CEDAR PARK FIVE ACRE TRACTS I VOL. 15 OF PLATS, PG. 91 PORTION OF LOT 5 REC. NO. 495641 PORTION OF LOT 5 PORTION OF LOT 5 FENCE FENCE PORTION OF LOT 5 PORTION OF LOT 5 4' W D FENCE 0.4'S FENCE 0.1'N 586.23'L(R1) XX 0.8'S 1.8SE 12"D 28"E FENCE FENCE 4' WIRE MESH FENCE N87'41 03 W 582' FENCE x � /� /� \`\ \;` �' } \\ �— 1.5'S 2.4'S 2.6'S FENCE CORNER ,� 44"D r , } 4' WIRE MESH FENCE X X�—X�_ 24",11" 2) � EAVE` j , / \ X Q� r� i28"D ° / r i I Dd� Q48"D\- /, r, ( i i i \1 \\ \\` ♦\\ R`\ Li 38"D\`\\``14,D ''D °r / 36" ; r. , - - - - \ \ \ ` `` `t FEh`rCE 11, I 1 00 40"E/ , I ` _ _ _ ` \ \ \ t 1 1 i l `\ ' I 20"E', 1$"34"p °1 ' x i ' ' ' \ \ BARN \ I I 0- FENCE 60"p ,>' ` _ _ - - \ 1 '4 4RE 2"36" ,.' 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I I 1 1 ` 12 'D rr ,'\\ �\ \\ �\ �6 i I i i 2 ' 6"D 11 "D x x / EASEMENT REC. r i I ' \ O \ \ \ \ ` , � I ' NO. 20030310002�6 ,' i I\ a, N \ `\ \\ \\ `\ \ `\ ,'' i i i i ,I 36" 12 D �\ 510 �\ 9 D /, /�� \ \\ \\ \ \\ \\ '\\ \\ \ �� ,I I i 4i WIRE I 16"Q 18"p 1 . \ \ I \ \ \ \ _ _ r MESH FENCE I r7 x 0 x I \ 10",6"D I FENCE I \ ' \ i LO 'i CORNF R \' GATE I i % \t \\ \\ \t `\ i ��' /� i i i i N 2"D 00 \\ \ 10",8",6"D i 16.2'N \ WOOD SHED 1 i it l i, i, I i I \\\ \`\ i, ,'/ / i i i Z 14" 14"D \ 9' \8 D •STEPS x ' 4' CHAIN LINK FENCE ° 1 r r r I I \ `\ r \ / 34" \18",16" 1Q"D I,y I , r / r I I 1 \ \ r \ / r 1 x �30"p FENCE EN 6' WOOD FENCE r r / r I ' \ \ \ \ ^� I r I 1 16"D 3r'E N 122.17' 1 18" 8"(8),6"(2)D N87*47'10"yy ` ` \ ` I I I 1 ` `� I I r r i w I FENCE ° EAVE „ Z \ 1 1 1 I I I `� I I / I I FENCE I i S D Z w 1 , I 1 I I I \ I I I 1 I 0 _--512--- 0.3'W I LL 1 1 , 1 I 1 I I I I `\ `\ I 1 � 1 r 3,1 W � x I lwi HOUSE Ld 6'(2)D I �cl I 1 I t I I I I I 1 I r Y o 3 ELEV=526.45 3 Z o 1 1� ti i i i i i �, i i I iENCF+` I z F_ = n p w HOUSE 1 t , 1 , , I 1 \ , I I , ^ Z \ ' , ' , , I I \ 1 \ I 1 I / 11.5'W I Z J FENCE CO N R 00 FF ELEV \` \\c=ix \\ \\ \` \� I\ '` �\ I` I` \ �' 1' 1' ' i i I x= Z SE FENCE CORNER z=509.56 �` �\ �\ �` \ �\ ` \\ ` \ I I I r r I b 0 Z I 3.8'N 8.1'N X 0.9'W \ ` `\ \ \\ ' i2 FROM C PROPERTY CORNER in � RF EL�`\\ \ 30 14 D 12"D9'16 E W 0 FENCE --520.3& `x FENCE X, X " CON. 2.17'06„D�8..D STEPS \�` `\\ `\\ �\\ 24"D I t r 8� 2),6„D ° 6"(2)D \\ `\ \ `\ `\ `\ \`� \ `� `\ `\ `\ I �� i' ,' ,� r 4' WIRE ' 7"D 10" 8„D \> > \I �� ` \ ` \ \ ,' MESH F NCE FOUND 3/8" REBAR E 40"E WITH NO CAP 0 7'S X I /11 SE 134TH ST ' ' ' \ ` " 1.5'E OF PROP. COR. I I 16" p i 1 1 ' ' ` , .' I i 14 12" CPP FENCE CORNER I I � � 34 � ' � / IC* 455 28 WKA w Wn . Q Z N co 1\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 6"D r 13.4' S ,' X X X 4' WI E MESH FEN CE 6 (2)E 12 D 18' 4' CHAIN LINK FENC �/ ��/ "CPP 6"D FENCE CHAIN LIN x 4 1�r 0 8"D X X� L ' N87'4710 W 588.40' FENCE TEE XX'�FENCE X FE CN E X FENCE END 588853', (R3) FENCE FENCE ON FFENCE 8 12"D15.2'S CORNER 3.2 S LOT 2 ( ) 0 7 S PROPERTY 0.9S 0.3'N FENCE CORNER x FENCE CORNER 4' WIRE MESH FENCE 0.2'N 11.5'E LOT 3 18.7' S LOT 1 LOT 3 I ' o` PORTION OF LOT 7 KING COUNTY INTERLAKE ADD. NO. 1 BLOW -OFF �o WATER \ VOL. 83 OF PLATS, PGS. 96-97 SHORT PLAT 03 REC. N0. 88041111038R 6 \ REC. NO. 8804110386 ( 3: � I 0 1 1 CITY COMMENTS 11.12.19 D.R. STRONG 2 INTAKE COMMENTS CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 ENGINEERS PLANNERS SURVEYORS 620 - 71h AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 NO. REVISION I YLP 02.14.201 YLP SURVEYED: arc YLP 06.16.21 YLP DESIGNED: YLP YLP 08.13.21 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY WATER BLOW -OFF LEGEND: FOUND SECTION CORNER AS NOTED SANITARY SEWER MANHOLE 000.4 FOUND QUARTER CORNER AS NOTED D4 GAS VAL VE ® FOUND MONUMENT AS NOTED © GAS METER 0 FOUND CORNER MONUMENT AS NOTED O DECIDUOUS TREE C) ROAD SIGNAGE (7) EVERGREEN TREE r ® MAIL BOX ❑© POWER METER SANITARY SEWER LINE POWER POLE _ _ _ _ _ = STORM LINE Z POWER VAULT, SIZE VAR/ES OP OVERHEAD POWER ❑ JUNCTION BOX, SIZE VAR/ES OT OVERHEAD TELEPHONE LIGHT POLE NO ARM P UNDERGROUND POWER LIGHT POLE WITH ARM W UNDERGROUND WATER GUY WIRE G UNDERGROUND GAS ® WATER METER T UNDERGROUND TELEPHONE C'7 Da WA TER VAL VE C UNDERGROUND CABLE C') S Cfl WATER SPIGOT " " " " EDGE OF PAVEMENT 0 FIRE HYDRANT —X—X— FENCE C) C) CO ROCKERY .............................. . GRAVEL ® STORM DRAIN CATCH BASIN CONCRETE Q STORM DRAIN MANHOLE D J VERTICAL DA TUM: NA VD 88 PER CITY OF RENTON SURVEY CONTROL. BENCHMARK. - CITY OF RENTON SURVEY CONTROL POINT NO. 1852. 3" 0 FLAT BRASS DISK W/PUNCH ON CONCRETE STREET SURFACE AT THE INTERSECTION OF 148TH AVE SE AND NE 47H ST. ST. NAVO 88 ELEVATION = 454.77 (GPS OBSERVATIONS). BASIS OF BEARINGS.• N0125'00"W BETWEEN FOUND MONUMENTS - CITY OF RENTON SURVEY CONTROL POINT NOS, 1852 AND 2127 (NAD 83191). S ED 3 • I - 5' WOOD FENCE I\ � II \ II 1 \ t , t �►t' 16"D I ' 11 122"E 1 h��6E 15"E 18"E 22"E 18'E I VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 Adt� DATUM • CTY 0F P%R) RENTON VANIV Planning/Building/Public Works Dept. NOTE FOR CER TIFI CA TION OF SUR VEY INFORMA TION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS. NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. R-409102 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS TOPOGRAPHY MAP DATE: 09.05.19 PAGE: 16210 SE 134TH STREET C2 RENTON, WASHINGTON 98059 SHEET: ^ OF41 DRS PROJECT NO. 17020 Cn 0 z Q J W I..L 5Q L v) z 17 2 LU n CQ G WATER BLOW -OFF I I I I NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS / CB 50"E RIM = 453.14 12" CONC=453.83 CONCRETE MAILBOXES 4" PVC=454.66 IE 12"RCP(N )451.5 4 RETAINING WALL IE 12"RCP(S=4511 4' CHAIN LINK 4' PLASTIC 4' CLF rim FENCE 12" R P=447.31 GATE PICKET FENCE 4" PVC= 53.89 12" RCMP-- �5 '.1 12" RCP=450.18 12" RCP=446.47 X_ 1' _ X �GGATE 12" RCP=454.21 x 4" PVC=4 4.24 X------------X_J��C- X - X AT 4' CHAIN LINK . R _ - - - - - - - - - - - - - - - _ - - - - __ _ _ - FENCE X 201.1 co 11 ______ ___---454--- -- , - X X GAT X- Q`=== 452--_' -___ X x X OP �� 12" CONC=453.31 GV-_ _ _ __ P \ "164 AVE SE" i o 0 W 1 � CP=452.20 12" �2C=450.89 - - - o 0 0 SIGN 12" RCP=442.16 -T. X OP ` X_X� - _ OP v 12" ADS=455.08 12" CONC=463.64 "9.99 DDRUG FREE CB12" RCP=453.11 � _ _ ZONE" SIGN RIM=454.30 12" CONC=45 IE 12"RCP(N)=450.96 �. IE _ IE 12" ADS(W) 4450.9 � I 0 4' CHAIN LINK FENCE II o 1 / I � I � I / CI_ _lil III 1 I I, � I � I 1 I I I I , I r 1 �OQ I I CB - SOLID LOCKING LID CB - SOLID LOCKING LID RIM= 472.42 RIM=456.62 I I 12"CPP(W)= 467.42 12"CPP(W)= 452.67 12"CPP(E)= 467.42 / 12"CPP(E)= 452.67 I 1 12" CPP , I I I , I I � , 9•.11� '- /----- SE 136 TH ST r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 16"D ' 122"E . 1 j111 ,11 1 IdiS"E I E � ,II • 1125 C I " 1111 1 ' o i 16"E o 27»E 00117 r' 1 SE 135TH ST Q) 12" RCP-444.31 OP-- 0 03 RAo - 166 AVE SE" "SE 135 ST & _ 12" RCP=451.43 12" RCP=446.33 0 CROSS STREET 12" RCP=449.36 12" RCP=442.92 \ SIGN 4' CHAIN LINK OQ 12" RCP=444.62 / "PEDESTRIAN 12" RCP=452.42 FENCE �j AHEAD" SIG ,, RCP=437.19 12" RCP=445.47 "NO PARKING" NO 24" CONC=434.04 0 24" CONC=433.85 YELLOW FLASH LIGHTS & "SPEED LIMIT" SIGN 0 NO PARKING" 438 SIGN I "NO PARKING" "SPEED LIMIT" ' "END SCHOOL ZONE" �i SIGNS Q ' ` toCID� co 440 \o GUA D R L , � -"1Q8-PAR SIGN i , "166 AVE SE & SE 136 ST" SIGN AND ARROW 4 1 I G Q - � 6,6 GV � 16"D' 24"E 18"E 30" s "E �I *�l2"E 20",24"E �� '2" ��Wf34"E 24" .' . � 28 E �36 8"E .' k ,A, ��26"E tK E E _ - 0 8" - 20»E /r 14" E " / �'' S,8MH / N RIM=451.15 - / �8"E / IE 12" PIPE(NE)=441.9 IE 6" PIPE(S)=441.8 ' J 18"E 8• kh� /\ \ �8, E. I " C°9 8' CHAIN LINK FENCE -Ar _ 14" / 16"E II 1 CITY COMMENTS 11.12.19 D.R. STRONG 2 INTAKE COMMENTS CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 ENGINEERS PLANNERS SURVEYORS 620 - 71h AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 N 0. REVISION YLP 02.14.20 YLP SURVEYED: DJC YLP 06.16.21 YLP DESIGNED: YLP YLP 08.13.21 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DiATUM W1 U LEGEND: � 0 FOUND SECTION CORNER AS NOTED SANITARY SEWER MANHOLE 000.4 FOUND QUARTER CORNER AS NOTED D4 GAS VAL VE C) C) ® FOUND MONUMENT AS NOTED © GAS METER I 100 O FOUND CORNER MONUMENT AS NOTED O DECIDUOUS TREE T Q --- cl ROAD SIGNAGE EVERGREEN TREE J ® MAIL BOX ❑� POWER METER SANITARY SEWER LINE f POWER POLE _ _ _ _ _ = STORM LINE POWER VAULT, SIZE VARIES OP OVERHEAD POWER ❑ JUNCTION BOX, SIZE VARIES OT OVERHEAD TELEPHONE LIGHT POLE NO ARM P UNDERGROUND POWER LIGHT POLE WITH ARM W UNDERGROUND WATER GUY WIRE G UNDERGROUND GAS ® WATER METER T UNDERGROUND TELEPHONE Da WA TER VAL VE C UNDERGROUND CABLE s WATER SPIGOT " " " " EDGE OF PAVEMENT FIRE HYDRANT -X -X- FENCE CO ROCKERY GRA VEL ® STORM DRAIN CATCH BASIN ;; a CONCRETE STORM DRAIN MANHOLE ° VER T/CAL DA TUM: Aon%6 C TY OF P%'R) RENTON VANIV Planning/Building/Public Works Dept. NAVD 88 PER CITY OF RENTON SURVEY CONTROL. BENCHMARK: CITY OF RENTON SURVEY CONTROL POINT NO. 1852. 3" 0 FLAT BRASS DISK W/PUNCH ON CONCRETE STREET SURFACE AT THE INTERSECTION OF 148TH AVE SE AND NE 4TH ST. ST. NAVD 88 ELEVATION = 454.77 (GPS OBSERVATIONS). BASIS OF BEARINGS.• N0125'00"W BETWEEN FOUND MONUMENTS - CITY OF RENTON SURVEY CONTROL POINT NOS, 1852 AND 2127 (NAD 83191). NOTE FOR CERT/FICA TION OF SUR l/EY INFORMATION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS. NORTH GRAPHIC SCALE 0 210 40 80 ` 1 INCH = 40 FT. R-409103 � IN COMPLIANCE WITH CITY OF RENTON STANDARDS .., MAPLE HIGHLANDS OFFSITE TOPOGRAPHY MAP vj 0 z -17 W DATE: 09.05.19 FIELDBOOK: PAGE: 2 nRAWIN(: Nl• 16210 SE 134TH STREET C3 RENTON, WASHINGTON 98059 SHEET: 3 OF41 DRS PROJECT NO. 17020 NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS FOUND 3" BRASS DISK W/PUNCH STAMPED N87'10 -- 253722' 'KING COUNTY SURVEY MONUMENT" ON CONCRETE STREET SURFACE AT INTERSECTION T BLOCK 1 CEDAR PARK FIVE ACRE TRACTS VOL. 15 OF PLATS, PG. 91 PORTION OF LOT 5 REC. NO. 495641 PORTION OF LOT 5 PORTION OF LOT 5 8.5' PRIVATE STORM 21007 FOUND 3" PLAT BRASS I Z DISK W/PUNCH ON (� CONCRETE STREET I SURFACE AT INTERSECTION OF NE 4 TH ST & 148TH AVE SE. (C. O. R. 111852) II I 8 47'10`W 7' TRACT B 122.17' C TREE RETENTION o I 3, 665 S.F. o 1 I 122.17' l o cn i I z i 30.04' i m o 13o I •� i + to � N Q � I o m PORTION OF LOT 7 IZ � i II � I II I I I I I FOUND 2-1/2" BRASS DISK IN 4'X4" CONCRETE MONUMENT WITH 'X" LS #11332, DOWN 0.5, IN CASE AT INTERSECTION OF _ SE 135 TH ST & 162ND AVE SE I I I 1 I FOUND 2" DIA BRASS DISK IN CONCRETE I _ MONUMENT PLS#22962, DOWN 0.70, IN FOUND TACK IN CONCRETE MONUMENT, CASE, 0.1 N X 0.1E OF INTERSECTION DOWN 0.79, IN CASE AT INTERSECTION OF 160TH AVE SE & SE 136 TH ST �� OF SE 136 TH ST & 162NO A VE SE I N8 W 653.24' V � FOUND 1-112" BRASS DISK W/PUNCH _ - - - N87 58'S 53.2 I IN CONCRETE MONUMENT, DOWN 0.7" _ _ - - - IN CASE AT INTERSECTION OF SE - _ a4 4 2' 142ND ST & 148TH Pl SE. _ � N67.19�g6E Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1 LOT 3 INTERLAKE ADD. NO, 1 VOL. 83 OF PLATS, PGS. 96-97 REC. NO. 8804110386 A / P1 A T/ ill. BENCHMARK: PORTION OF LOT 5 LOT 1 KING COUNTY SHORT PLAT 675067R REC. NO. 8804110386 CITY OF RENTON SURVEY CONTROL POINT NO. 1852. 3" 0 FLAT BRASS DISK W/PUNCH ON CONCRETE STREET SURFACE AT THE INTERSECTION OF 148TH AVE SE AND NE 4TH ST. ELEVATION: 454.77' BASIS OF BEARINGS: N0125'00"W BETWEEN FOUND MONUMENTS - CITY OF RENTON SURVEY CONTROL POINT NOS. 1852 AND 2127. MONUMENT STA TIONING SCHEDULE El14+6&50, 0.00' (162ND AVE SE)= 20+30.00, 0.00' (ROAD A) �2 31+78.10, 0.00' (164TH AVE SE)= 26+67.88, 0.00' (ROAD A) 1 CITY COMMENTS 11.12.19 D.R. STRONG 2 INTAKE COMMENTS CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 NO. REVISION YLP 02.14.20 YLP SURVEYED: DJC YLP 06.16.21 YLP DESIGNED: YLP YLP 08.13.21 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY OF SE 128THST & 164 H AVE SE ------------- PORTION OF LOT 5 FOUND 1/2" REBAR FLUSH WITH SURFACE. FOUND 112" REBAR W/CAP, 'PLS - 10219", 0.2' BELOW SURFACE. FOUND 6'X6" CONCRETE MONUMENT WITH BROKEN TOP, DOWN 2.25' BELOW ASPHALT WITH WHITE LOT BOARD ON TOP OF CONCRETE. LOCATED CENTER OF MASS. D 4 N X 0.1 'W OF RECORD CORNER L OCA TION VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 26+91.06 I URIDTY OF RENTON VANIV Planning/Building/Public Works Dept. 0 Uj Q J a z R = 25.00' CR- 1 A = 9025 35" L = 39.46' R = 25.00' CR-2 A = 1123851" L = 49.15' R = 25.00' CR-3 A = 23'04 26" L = 10.07' R = 25.00' CR-4 a = 90.00'00" L = 39.27' R = 25.00' CR-5 A = 113'04 26" L = 49.34' R = 25.00' CR- 6 A = 23'04 26 " L = 10.07' MEASURED ALONG FLOWLINE OF CURB ADA RAMP TABLE RAMP NO. RAMP q STA. 1 20+58.67, 14.92' L 2 20+58.67, 10.70' R 3 26+39.45, 10.90' R 4 26+39.45, 14.90' L QX RAMP NO. STATIONING IS ALONG FLOWLINE OF CURB ADA RAMPS PER WSDOT STD. PLAN F-45.10-02 & F-40.15-03 SEE DETAIL, SHEET C13 DRI VEWA Y TABLE LOT NO. DRIVEWAY C STA. 1 21 +25.88 2 21+59.38 3 22+29.38 4 22+99.38 5 23+69.38 6 24+39.38 7 25+09.38 8 25+76.88 9 24+86.73 10 24+ 16.73 11 23+46.73 12 22+76.73 13 22+04.73 TRACT A 25+96.29 AND 30+36.48 TPN 1457500026 13+84.14 STATIONING IS ALONG FLOWLINE OF CURB. DRIVEWAY WIDTHS ARE 16-FT UNLESS OTHERWISE NOTED. 12.5' CORNER 25' REAR BSBL LOT REAR BSBL 1 ► I --30' STREET BSBL 10' SIDE BSBL I +'l- 17 5' CORNER L q T SIDE BSBL I I I I I I I I I I I 30' FRONT BSBJ I - -----� LF - - - - TYPICAL BSBL UNLESS NOTED OTHERWISE 1" 40' NOTE FOR CERT/FICA TION OF SUR l/EY INFORMATION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS. NORTH GRAPHIC SCALE 0 20 40 80 I 1 INCH = 40 FT. T C) C) X1 LJ CO T Q J R-409104 � IN COMPLIANCE WITH CITY OF RENTON STANDARDS .., FDEVELOPMENT ENGINEERING njanders 10/01 /2021 ' MAPLE HIGHLANDS HORIZONTAL AND VERTICAL CONTROL PLAN r) 0 z J W DATE: 09.05.19 FIELDBOOK: PAGE: nRAWIN(.' N(1• 16210 SE 134TH STREET C4 RENTON, WASHINGTON 98059 SHEET: °P41 DRS PROJECT NO. 17020 m T Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 10L. 83 OF PLATS, PGS 96-97 \ TREE RETENTION CALCULATIONS TOTAL TREES ON SURVEY: 80 OFFSITE TREES: (INCLUDES DEAD, DISEASED OR DANGEROUS TREES) 50 TOTAL TREES ON SITE: 30 TREES IN PROPOSED R. 0. W.: 7 DEAD, DISEASED OR DANGEROUS TREES: (NOT IN PROPOSED R.O. W..) 12 TREES IN PRIVATE ACCESS EASEMENTS/TRACTS: 0 TREES IN CRITICAL AREAS AND BUFFERS: 0 NET TREES: 11 TREES TO BE RETAINED, REQUIRED: (11 X 0. JO) = 3. 3 TREES TO BE RETAINED, PROPOSED: 8 REQUIRED REPLACEMENT INCHES: 0 �O OF WAS&// SC tic 3232GISTE ss/ONAL 8 I- rAlim- NE 9/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS TESC LEGEND CL CONSTRUCTION LIMITS & HIGH VISIBILITY PLASTIC CONSTRUCTION FENCE } U 1 VIABLE ON -SITE TREES TO BE RETAINED VIABLE ON -SITE TREES TO BE REMOVED NON -VIABLE TREES TO BE REMOVED (PER ARBORIST REPORT) VIABLE OFFSITE TREES TO BE RETAINED 0 9 VIABLE OFFSITE TREES TO BE REMOVED ARBORIST NOTE: ANY CONSTRUCTION DONE WITHIN AN OFFSITE TREE DRIPLINE MUST BE DONE UNDER ARBORIST SUPERVISION. DEAD & DISEASED TREES NOTE SEE ARBORIST REPORT DATED SEPTEMBER 20, 2018, BY CREATIVE LANDSCAPE SOLUTIONS FOR INFORMATION ON DEAD, DISEASED, OR DANGEROUS TREES. D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7Ih AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 1 CITY COMMENTS 11.12.19 YLP 02.14.201 YLP 2 INTAKE COMMENTS YLP 06.16.21 YLP 3 CITY COMMENTS 07.27.21 YLP 08.13.21 YLP N 0. REVISION BY DATE A P P R SURVEYED: DESIGNED: YLP DRAWN: GLB CHECKED: YLP APPROVED:YLP SCALE: WATER VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE DATUM IF NOT ONE INCH SCALE ACCORDINGLY ON-SI TE TREES TREE TAG SPECIES ID DBH DL HEAL TH VIABLE? RETAIN? 1802 APPLE 14.5 14 FAIR YES YES 1805 APPLE 8.5 10 FAIR YES YES 1806 APPLE 10.5 12 OK YES YES 1807 APPLE 13 12 OK YES YES 1808 APPLE 15.5 20 OK YES YES 1813 BIGLEAF MAPLE 13 18 OK YES YES 1818 DOGWOOD 12.5 12 FAIR NO NO 1819 RI VER BIRCH 26 21 POOR NO NO 1820 JAPANESE MAPLE 30.5 20 FAIR NO NO 1821 JAPANESE MAPLE 11 16 FAIR NO NO 1822 DOGWOOD 9.5 16 FAIR NO NO 1824 APPLE 8 15 FAIR NO NO 1825 APPLE 17 14 POOR NO NO 1826 APPLE 12 16 POOR NO NO 1827 DOUGLAS FIR 40 20 OK YES NO 1828 COTTONWOOD 30 24 FAIR NO NO 1829 COTTONWOOD 40 18 FAIR NO NO 1832 DOUGLAS FIR 36 16 FAIR NO NO 1833 DOUGLAS FIR 14 14 POOR NO NO 1834 DOUGLAS FIR 36 16 OK YES NO 1835 DOUGLAS FIR 18 14 OK YES NO 1836 BIGLEAF MAPLE 60 30 POOR NO NO 1837 COTTONWOOD 38 26 FAIR NO NO 1838 COTTONWOOD 44 22 FAIR NO NO 1864 HEMLOCK 8 10 FAIR YES YES 1866 DOUGLAS FIR 37 16 OK YES YES OFF-SI TE TREES TREE TAG SPECIES ID DBH DL HEALTH VIABLE? RETAIN? 1801 ORNAMENTAL PEAR 17.5 12 POOR NO YES 1803 AUSTRIAN PINE 12.5 10 FAIR NO YES 1804 DOUGLAS FIR 26 18 FAIR YES NO 1809 RED ALDER 13.5 12 OK YES NO 1817 APPLE 7 10 FAIR NO YES 1823 CHERRY 6 16 FAIR NO YES 1830 DOUGLAS FIR 28 18 OK YES YES 1831 DOUGLAS FIR 36 18 FAIR NO YES 1839 RED ALDER 14 17 POOR NO NO 1840 DOUGLAS FIR 44 18 OK YES NO 1841 RED ALDER 17 18 POOR NO NO 1842 RED ALDER 16 12 POOR NO NO 1843 SCOULER WILLOW 16 16 POOR NO NO 1844 COTTONWOOD 38 18 OK YES NO 1845 COTTONWOOD 41 18 FAIR NO NO 1846 COTTONWOOD 14 17 FAIR NO NO 1847 COTTONWOOD 42 17 OK YES NO 1848 COTTONWOOD 12 14 FAIR NO NO 1849 COTTONWOOD 36 18 FAIR NO NO 1850 SCOULER WILLOW 8 12 POOR NO NO 1851 SCOULER WILLOW 10 9 POOR NO NO 1852 RED ALDER 12.5 10 POOR NO NO 1853 RED ALDER 13 10 POOR NO NO 1854 RED ALDER 25 16 POOR NO NO 1855 RED ALDER 8 14 FAIR NO NO 1856 RED ALDER 16 16 FAIR NO NO 1857 SCOULER WILLOW 26 19 POOR NO NO 1858 RED ALDER 14 12 POOR NO NO 1859 RED ALDER 10 14 POOR NO NO 1860 RED ALDER 12 20 POOR NO NO 1861 SCOULER WILLOW 38 24 POOR NO NO 1862 POPLAR 22 10 FAIR NO YES 1863 DOUGLAS FIR 16 17 OK YES YES 1865 DOUGLAS FIR 36 10 OK YES YES 1867 DOUGLAS FIR 28 12 OK YES YES 1868 RED ALDER 8 8 FAIR NO YES NORTH GRAPHIC SCALE 0 20' 40' 80, 1 INCH = 40 FT. % C TY OF RENTON Planning/Building/Public Works Dept. R-409105 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS TREE RETENTION PLAN DATE: 09.05.19 PAGE: 16210 SE 134TH STREET C cj RENTON, WASHINGTON 98059 SHEET: 5 OF41 DRS PROJECT NO. 17020 TT V J C) C) , LJ H • H 00 T Q J n Z Q _0 J n CQ G c r NE 9/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS INTERLAKE ADD. NO. 1 83 OF PLATS, PGS. 96-97 U �I CONSTRUCTION SEQUENCE: 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). J. FLAG OR FENCE CLEARING LIMITS AND PROVIDE TREE PROTECTION. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. CONSTRUCT OUTFALL CONVEYANCE SYSTEM FROM C87 TO PROPOSED OUTFALL. 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 8. CONSTRUCT DETENTION VAULT AND SEDIMENT TRAPS IF REQUIRED. 9. GRADE AND STABILIZE CONSTRUCTION ROADS. 10. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVEL OPMEN T. 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDA TIONS. 12. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CI TY S EROSION AND SEDIMENT CONTROL STANDARDS. 13. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 16. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1 NO TES.- 1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY COR INSPECTOR. 2. COORDINATE WITH NEIGHBORING PROPERTY OWNERS THE REMOVAL OF FENCES AND STRUCTURES. 3. BAKER TANKS (AS NECESSARY) WILL BE UTILIZED. 4. MEASURES WILL BE PROVIDED TO ENSURE THAT NO RUNOFF FROM THE SITE SHALL GO TO ADJACENT PROPERTIES EITHER DURING OR AFTER CONSTRUCTION. 5. SILT FENCE WILL BE PROVIDED AT ALL DOWN SLOPES. 6. GEOTECHNICAL ANALYSIS INDICATES PERCHED GROUNDWATER IS LIKELY PRESENT ACROSS MUCH OF THE SITE. IF GROUNDWATER IS ENCOUNTERED DURING EXCAVATION, THEN DE -WATERING MEASURES ARE TO BE UTILIZED AS NEEDED PER GEOTECHNICAL RECOMMENDATIONS. 7 DOE CONSTRUCTION STORMWA TER GENERAL PERMIT NUMBER: XXXXXXXXX ARBORIST NOTE: ANY CONSTRUCTION DONE WITHIN AN OFFSITE TREE DRIPLINE MUST BE DONE UNDER ARBORIST SUPERVISION. D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7Ih AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 CLEARING LIMITS (TYP.) TESC LEGEND T CL CONSTRUCTION LIMITS O SF REINFORCED SILT FENCE Q O O�O O 0 0 0 0 a STABILIZED CONSTRUCTION ENTRANCE T U x —0— C DUST CONTROL NB NETS AND BLANKETS MU MULCHING, MATTING, & COMPOST BLANKETS OINLET PROTECTION PS PERMANENT SEEDING AND PLANTING SS STREET SWEEPING & VACUUMING • • • --- 30— INTERCEPTOR SCALE WITH ROCK CHECK DAM co EVERY 50' co 12" TEMPORARY CULVERT O O RIP RAP PAD O O i —0 0 0 0 TREE PROTECTION FENCE T C1 EXISTING STRUCTURE TO BE REMOVED Q 1 1 VIABLE ON -SITE TREES TO BE RETAINED VIABLE ON -SITE TREES TO BE REMOVED NON -VIABLE TREES TO BE REMOVED (PER ARBORIST REPORT) VIABLE OFFSITE TREES TO BE RETAINED VIABLE OFFSITE TREES TO BE REMOVED i 30' UTILITY EASEMENT f REC. NO. 2021 Q406000762 J U c� J c� __1 0 SEE SHEET C6 1 CITY COMMENTS 11.12.19 YLP 02.14.201 YLP SURVEYED: SCALE: DJC VERTICAL: NAVD 1988 2 INTAKE COMMENTS YLP 06.16.21 YAP DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 3 CITY COMMENTS 07.27.21 1 YLP 108.13.21 YLP I YLP DRAWN: GLB ONE INCH DATUM CHECKED: AT FULL SCALE DATUM YLP IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY YLP SEDIMENT POND SIZING SUMMARY. - THE SEDIMENT POND WAS SIZED USING THE REQUIREMENTS STATED IN APPENDIX 'D' OF THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL SECTION D.2.1.5.2 WHICH REQUIRES 2,080 S.F. OF SURFACE AREA PER CFS OF INFLOW WHICH WAS CALCULATED USING WWHM2012 (15 MIN TIME STEPS) TO ANALYZE THE DEVELOPED SITE CONDITIONS. POND (CATCHMENT AREA: 4.65 AC.) 10-YEAR PEAK FLOW RATE...................2.1585 CFS REQUIRED SURFACE AREA ..................... 4,490 S.F. PROVIDED SURFACE AREA.....................8,848 S.F. (VAULT AREA) DEWA TER/NG NO TE: DEWATERING IS NOT ANTICIPATED FOR THE SITE. SHOULD DEWATERING CONTROL BE NECESSARY, CONTRACTOR SHALL APPLY FOR A CONSTRUCTION DEWATERING PERMIT WITH BOTH KING COUNTY AND CITY OF RENTON IN ORDER TO DISCHARGE TO THE SANITARY SEWER SYSTEM IN 162ND AVENUE SE. NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. C TY OF RENTON U'R vilkw Planning/Building/Public Works Dept. R-409106 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 SURFACE WATER UTILITY Z krevans 10/01 /2021 Q J DEVELOPMENT ENGINEERING _V IL njanders 10/01 /2021 _ LLI DATE: J MAPLE HIGHLANDS 09.05.19 CLEARING AND TESC PLAN FIELDBOOK: PAGE: DRAWING 16210 SE 134TH STREET C 6 RENTON, WASHINGTON 98059 SHEET 6 OF41 DRS PROJECT NO. 17020 Al -J W J n Q 75 DRS PROJECT NO. 17020 Ir- 00 O O I Ld I— 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED - 2' MIN. FILTER FABRIC 6' MAX. POST SPACING MAY BE INCREASED 4"x4" MIN. TRENCH TO 8' IF WIRE BACKING IS USED ,ul BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC[ MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30 % MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70 % MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 214.00 V'RI DEPARTMENT PUBLIC WORKS SILT FENCE PR GAZ 9/28/2018 I Public Works Administrator DATE TREE PRO TEC T/ON MEASURES FE1I67m NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS INSTALL DRIVEI IF THERE IS A H DITCH PRESEN ROAD STANDAF DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 15' MIN. tOVIDE FULL WIDTH OF GRESS/EGRESS AREA NOTES: 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHM/IDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZE/CONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30 % MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE PH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 215.10 URI PUBLIC WORKS APPROVED: DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 VAWPublic Works Administrator DATE :45 , 0. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATER/ALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. b. FENCED PROTECTION AREA REQUIRED: THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT (6) HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES, AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE —QUARTER FEET (1.25) FOR EVERY ONE INCH (1) OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PER/METER OF A TREE PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50) INDICATING THE WORDS, 'NO TRESPASSING — PROTECTED TREES," OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. C. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREES DRIP LINE. d. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. e. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (/) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (ll) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE—HALF FEET (I-1/2) IN DIAMETER FOR EACH ONE INCH OF TREE CALIPER, THE REVIEWING OFFICIAL MAY REQUIRE A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS. f. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3') OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAYBE APPROVED BY THE REVIEWING OFFICIAL IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. q. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A PROFESSIONAL ARBORIST OR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVELOPMENT ACTIVITIES AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO BE RETAINED. h. AL TERNA TI VE PROTECTION: AL TERNA TI VE SAFEGUARDS MA Y BE USED IF DETERMINED TO PRO VIDE EQUAL OR GREA TER TREE PRO TECTION. 1 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 CITY COMMENTS 11.12.19 YLP 02.14.201 YLP 2 INTAKE COMMENTS YLP 06.16.21 YLP 3 CITY COMMENTS 07.27.21 YLP 08.13.21 YLP N0. REVISION BY DATE APPR SEDIMEN' DRAINAGE GRATE (RECTAN( BI ISOMETRIC VIEW IS TE DEVICE NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) PUBLIC WORKS APPREURID: STD. PLAN - 216.30 DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 VASIVPublic Wocks Administrator DATE NO TES: 1. 6—FT. HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT THE OR/PLINE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. FOR ROOTS OVER 1—W DIA. THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND SHALL BE COVERED WITH SOIL AS SOON AS POSSIBLE. 3. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING. TREE PROTECTION DETAIL NTS SURVEYED: SCALE: DJC VERTICAL: NAVD 1988 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 YLP DRAWN: GLB ONE INCH �TUM CHECKED: AT FULL SCALE , v YLP IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY YLP r1prA IMAVa :45 R-4091 08 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY , krevans 10/01 /2021 DEVELOPMENT ENGINEERING ' njanders 10/01 /2021 DATE: MAPLE HIGHLANDS 09.05.19 C TY 0 TESC NOTES AND DETAILS FIELDBOOK: RENT 0 N PAGE: ;R 7 DRAWING NO: Planning/Building/Public Works Dept. 16210 SE 134TH STREET C8 RENTON, WASHINGTON 98059 SHEET: ^ OF41 T Cn T� V) X LJ 00 T J DRS PROJECT NO. 17020 2 LEVEL BOTTOM MAX.1 1 / 12" MIN. \ \\ \\ //i/ f 2' MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES: 1. CONDITIONS OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELOW. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H:1 V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRED MEASURE MUST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 217.10 PRI DEPARTMENT PUBLIC WORKS INTERCEPTOR SWALE PFR D GAZ 9/28/2018 1 Public W.,ks Administrator DATE I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 20H:1 V (OR LESS) 3-5 % 300 FEET (10 TO 20)H:1V 5-10 % 200 FEET (4 TO 10)H:1V 10-25% 100 FEET (2 TO 4)H:1V 25-50 % 50 FEET 1 : 4 5 NE 9/4 SECTION 14, TOWNSHIP 23 N.,RANGE 5 E, W.M. MAPLE HIGHLANDS D O o°O O o°O B oO00oO0 FLOW \iy oO00oO0 oo��o oo�oo 0 ' PLAN DITCH CHECK DAM (TYP.) ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH 6" MIN. ///AArVAr` 24" MIN. 18" MINIQ \\rr SECTION A 2"-4" ROCK 2 1�QQ� a 2 L L =THE DISTANCE SUCH THAT POINTS B 18" MIN. //�//i/�• j///// // / A AND B ARE OF EQUAL ELEVATION / BOTTOM OF DITCH SECTION B NOTES: 1. CONDITIONS OF USE 1.1. WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON -EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 6 INCHES SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET OR NET. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 217.40 ,} PUBLIC WORKS DITCH CHECK DAMS PPR D. 9/28/2018 1 DEPARTMENT GAZ Public Works Administrator DATE :45 EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN MOTES: THE FOLLOWING IS LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE ERSISIONA�ND SEDIM€NT-ODNTROL {ESC�PLA14 SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EMERY PROJECT THE WPLICANT OR OWNER, HEREBY REFERRED TO A� APPLICANT. MAYSrRIIr,E OUT IRRELEVANT NOTES IF NOT APP41CA�E TO THE PI�JECT. HO+ r=VFR, THE APPLrCAI*T:;HALE NOT AiF=N MKFt KH FR EDIT THS REMNNiNO NOTF$ IF ADOrT*ONAL NOTES ARE NEEDDO FCM SPEVFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD FAN NOTES. 1 9ff ANY VjN5Tl%L5CMN Oil DEVELOPMENT ,d,CTWItY O JRS. A PRIa-GUNO�'R�tlUN WI=11ING SHr R, +�LL OE HI`LQ AMONG tHt C17Y OF RENTON. HEDY RtEFr=RRED TO AS THE CITY, THE APPLICANT, AhC THE APPLICANT'S fiONiTFU%C•TOR. 2 THE APPLICANT IS RESPONSIBLE FOR 08TAWING THE WA5RIhwGTON STATE DEPARTMENT OF ECOLOGY (ECOL4�rY} CaONSTRuCTIOM STORIVINATER GENERALPERMIT, IF IT tS REQuj tGD FOR THE PROJECT THE APPLC,ANT SHALL PRrCYVG THE CITY COPdES OF AL M0NI7OFuh* REPORTS PW)MOED TO ECOLOGY ASSOCL,LTED WITH THE COP6TRIJCTIOR STGRr�fWATER G€TIERAL PERMIT. 3. THE E5O PLAN SET SHALL INCLUDE AN ESC GON9TRWTION 5EOUENOE OETAIUNf3 THE ORDERED 57EF5 THAT SHALL BE F0110'/ED FROMtGNSTRuc-nON COMMEK?DEMCNT TO POST-PR0w0CTOLEAHuP IN ORDER TO FLrLFILL PROJECT ESC Rr=CmA 2EMEWIFS. d. THE BOUNDARIES OF THE CLEARING LIMTS, SENSJTTVF-AREAS ANO THEIR BUFFERS. AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRE&CRMI=Q Cdq THE PLANkS) SH�L BE CLEA-RILY MVNEATEO Bw Ftr��ING AND MO IE-CfiED IN YHE P*LO IN AOWHDANIsE WITH APPENdIX D IOF THE tfrY OF RENTON SURFJ4CE WATER DEIGN MANUAL rREWIFON SWDM) PRIOR TO THE START OF CONSTRUCTION DLti21NG THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLIC kNrlF_5C SUPERVISDR FOR THE 0UR1lTION OF GONSTRUCTION. 5. STABILLZED CONSTRUCTION EWrPj% GES S#1ALL 9E INSTALLED AT THE BEGINNIP413 OF CONSTRICTION AND MIAINTAMED FOR THE DURATION OF THE PROJECT. AD04TnNAL MEASURES, SUCH AS. CONSTRUCTEJD YYHEE� Wk&l SYSTEMS Off WASH PADS, MAY BE RECAJWJED TO ENSURE THAT A.tL PAVED AREAS ARE KEPT CLEAN �10 1 RACK- T TO FWAO RI(51+1 OF WAY DOES No r OCCuA :rOR rF* L vRAt 101y OF rHE PnOjECT. IF SECIMEN1 L5 YRACKED OFFSk r�. PL►�LIIS OS SHAI OE CUANED rHOROUGHLY AT THE END OF EACH DAY, OR MORr= FREQUENTLY DURING WET Wr=ATHER AS NKr=&& RYTO PAEI�EI+IT SEDIMENT FROM ENTEPjNG WATERS OF THE STATE. C. WA$HOIPT FROM COKRE7E TRXKS SHALL DE P,ERI'OWE D OFF -SITE OFF IN CECICNATEO COWRET� �'1�5+'1O T AUs ONLY. CIO NOT ViASH OUT COHCRET� TR"S ONTO THE A GROUND, OR TD STORM DRNG OR OPEN DrFGHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGhIL4TEG GRF-TE WASHOUT AREAS. F ALL REOLIIREiEG x C OMI S SHALL COW-MOCTED ANO IN OK FIATION PRIOR TO LANE) OLF-ARING �.h WOR COh�STFxLki:;'MN TO PR:EVEIiT MAND TATION OF SEDIMENT TO SURFACE WATER, DRAMAGE SYSTEMS ANDADJCENT PROPERTIES. ALL ESC RMPS SHALL BE UAINTAJNED IN A SATISFACTORY CONDITION UNTNL SUCH TIME THAT CLEARING ANDrOR{ONSTRUCTIOR ISCOAPLETE AND POrENTIAL FOR OWSITE EROSIOCJ HAS PASSED. ALL ESC BMRS SHALL BE REMOVED AFTER CONGTRur,PON IS MPLET'ED AKO THE SITE Fo4 :BEEm STAOUZED TO EhISuRE POTENTIAL FOA Om-VTE EROSION DOES NOT EXIST TIE IMPLEMENTAL'TIOhI. MAINTENANCE REPLICEMENT, GNHANCEMEhTf, AND REMC'VAL OF EEC BIAPS SF[ALL 9E THE RESPONSIBILITY OF THE APPLICANT. -5 ANY HAZAROC'U� MATERIALS OR LIQUID PRO'DUCF5 THAT HAvE rHE POTENTIAL TO 'POLLUTE RUNOFF 5�HALL BE DISR45ED OF PROPERLY. 43. THE IESC 9MPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MIRIMLIM REOLnREMENTS TO MEET ANTICAPATEUSITE CONEnTIQNS, AS CONSTRUCTION PROGRESSES AND'UNEXP€OTED OR SEASONAL GAh11DWTIONS DICTATE. THE. APPUC:AWr SHI�Lt AMTKNPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLEtE SILTArIoN CONTROL ON'tHE FWPOSEO FIFE DLaRiNc} rHE f;fYJRSE OK DOr+61quovIo 1. It SHALL BE tHt 0811TION AND RE5FONSIBILIIY OF THE APPLICANT 70ADDRE9SANY NEW CQNCiTIONS THAT MAV BE CRr=ATED BY THE ACTIVITIES AND TO PROVIDF ADDITIONAL ESC BMPS, I)Vr= t AND ABOVE MINIMUM REQUIREMENTS. AS MAY BE NEEDED. TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE REC€IVANG DRAINAGE SYSTEM. 14J Ap�0V�4L � THI25 PL M I� FOA G SC ONLY. IT DOES NOT CON85-TkTUTE AN PPPPOVAL OF STORM INAGE DIEMN. N� IEA ~OCATIOM OR "P, RU'rptIOTORLS. CHANP-1ELS, OR STOF�KWATER FACILITIES. 11 AKY DEw4ATERWG OYgTEM NECESSARY FORD THE ONSTRUCTION OF STORIVIWATER FACILFTIIES SHALL BE SLII@MITTED TO THE CITY FOR RUAIEW AND APPROVAL 12. ANY APE-LkS OF EXPQLSED SOILS, OrCLL►. MG ROADWAY EMBANKMENTS, THokT WILL NOT BE DISTURBED FOR TWO DAYS DLt G THE Wr=T SEASON (OCTO9ER iST THROUGH APRIL.3DTH7 OR SEVEN DAYS DURING THE DRY SEASON {MAY i ST TFNICYJGH SEPTEMBER 3DTH) SHALL BE IMMEDIATELYSTASILAZED WITH THE APPRGVEE' ESC COVED METHS I.E.G . SEEDING#. UILILCHWG. F1LASTIC COVERING. ETC � IN NFOKWAWE VrlrHAJWENaI7L D OF 7� HE hf" SWDM 11 WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES B€TWEENOCTOBER rSTAND APRIL �36TH. UNLEESS OTHERWISEAPPRGV:ED BY THE CITY 14 ANY AREA NEIEDINO AlUDINDNAL EE4 ME,�5URES. N07 REOUIFtINO IMMEDIATE ATtENTION, 5.HALL BE A0DRESSED WITHIN SEVEN 17) DAT5. 15. THE ESC BMPS OIN INACTIVE SYT'ES SHALL M INSPECTED AND MAINTAINEEtAT AMIN(MUM OF 0*CEAMONTH OR WITHIN 24 HOLFPS FOLLOWING A STOfIM EVENT. INSPEGMN AND MA ITENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY 1C DEFORIE COMMEN,ICEMr=NT OF ANY CONSTRUCTION A10WITY CATCH BASIN INSERTS PER THE CrTY STAMOARD PLAN 21C.30 SHALL DE PFIOWIOEO FOR AJ L STORM DRAIN INLETS DOWUNSLOPE AND WITHIN 5CD FEET OF A U SFUREED OR CONkSTFHJCTION AREA.. UNLESS THE RUNOFF THAT ENTERS TtiE INLET WILL B€ CONVEYED TOA SEDIMENT P'ONU OR TRAP A L CJ%7CH BASPI+i INSERTS SHALL BE PERI00ICA11Y INSrPEOTEO AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING GGNI)ITION 17. AT NO TIME SHALL SEDIMENT AICCUMLRAT DN EXCEED 213OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BL CLEANED PRIOR TU RAVIN6. THE CLEA�+IW5 OPERATIONSHA�Lt NOT FLUSH BEDIMENT 1' EN VYA7ER INTO THE N5�TREAM 9YSrEM. 1.9. AN PERMAhtENT STCCIVI 'ATER FACMJTY LOCATION USED AS A TEMPDRARY SEWTTLING BASIN SHALL BE MODIFIED fN THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY 1S TO LKTIMATELY FUNCTION AS AN INFILTRATION SYSTEM 11N ITS PERMANENT STATE, THE 1 EMPOik4RY PACIL17y $HALL �E SOUGH ORADEO �G 1 HA I TiHE 60'T706A AND $ICES AA� PLT LEA$t i'HREE � EVI ABOVE [HE � INAL GIBE OF THE PERMANENT FACILITY'. 19. AREAS DESkGNATEEI ON THE PrLAN(SI CONTAJNrP4G ENLISTING SFORMIM1WATER FACILITIES 0R OK.SITE BMPS ?AKIENDECI SOILS. SIORETENTION, PERMEABLE PA,VEA1ENi ETC.) SHALL DE CLEARLY FIEN,I p AND �OTVIwTDD uSING ESC IBNP8 TO AVOID S.EDIM.�ENI'ATION AND COMIIIPO,CTICIV DURING'COtCt TR'UCTI�I 20. PRIOR TO THE BEGINNING OF THE WET SEASON COCFOBER 13Tk ALL DiSTLWBED AREAS SHALL BE R48PECTEDTO IDENTIFY VMZCH ONES SHALL BE SODDED OR SEEDED W PREPARATION FOR THE WIN IER RAINS. DISTUR13ED AREAS !S"LL BE SOOED 0R SEEDED WE WITHIN ONE WEEK OF THIS ISEGIN HPHG OF THE WET SEA5c1 AN DYMPIT OF TH)DSE ARlikS TOLE SODUD OA GFSDF;D AND THO&E AREAS TO REAu MN LINCOVGREO $HALL BE QUBMITTEO TO THE CITY FOR REvir= q. 21. PRIOR TO FINAL CONSTRUfGTtQN ACCEPTANCE, THE PROJECT SITE SHALL BE STAEOLIZED TO PREVENT SEDIMENTAADEN WATER FROM LEAVWG rHE PR0.1ECr SITE. ALL E OMP� SHALL OE AE.MOVEO. AND S1ORMWAttli CUNYiLYA)VCk $Y$rEMS. rACILItIE�. AND ON-80I E 15 IPS "ALL BE RESTONIEG TO 1HEIR FULLY FLPNCTION94G OONDITION..ALL DISTURBEDARr=AS OF THE MQJECT SITE SHALL OE WEGETATr=DOR OTHERWI&E P7= MANF-WrLYSTAWLIZED AT A MINIMUM DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COMER WILL DEVELOP SHIDRTLYi4FTER FINAL APPPJDVAL. MULCH WITHOUT SEEDING 19 ADEOUA7E FOR AREA5 TO BE LANDSCAFTED BEFORE OC70BER 1ST. 22. ROCKERIES ARE CONS41DERED TO BE A METHOD OF I NK STABILIZATION AND EROSIDN CONTROL. ROCKERIES SHALL NOT BE CQNSTRUCr ED TO SI=RVE AS RETAINING WALLS. ALL ROCKERIES IN CITY MD RIGHTB'OF-WAY SHALL BE CONSTRUCTED IN ACCORDANT E wY rFHI CITY STANDARDS. ROCKERIES OLJTSRDE OF ROAD NI��iT�F-WAY SHALL 15E CCN8TA4JCTEQ IN AOC�C�I�bIP�h+C� WItM tHE INTERNATONAL BUILDING GCDE 1 CITY COMMENTS 11>12>19 YLP 02.14.20 YLP SURVEYED: SCALE: w`` VERTICAL: NAVD 1988 D.R. STRONG 2 INTAKE COMMENTS YLP 06>16>21 YLP DESIGNEDAS NOTED HORIZONTAL: NAD 1983/1991 Y� CONSUL TING ENGINEERS 3 CITY COMMENTS 07>27<21 YLP 08>13>21 YLP DRAWN: ENGINEERS PLANNERS SURVEYORS GLB �TYI� ^- t' ONE INCH I 620 - 7th AVENUE K/RKLAND, WA 98033 CHECKED:Y� AT FULL SCALE DATUM IF NOT ONE INCH O 425.827.3063 F 425.827.2423 N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY YLP Ltt1ILVIS YMIl LWiSENMM,-bkAwdlu Is noT T-n SCALL4MI�] STD. PLAN - 268.00 PUBLIC WORKS EROSION AND SEDI IEI T CONTROL m DEPARTMENT STANDARD PLAN NOTE GAZ 9/28/2019 1 .. ... DATE R-409109 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY krevans 10/01 /2021 DEVELOPMENT ENGINEERING njanders 10/01 /2021 DATE: ' MAPLE HIGHLANDS 09.05.19 � O TY 0 � TESC NOTES AND DETAILS FIELDBOOK: RENTON PAGE: • 7 DRAWING NO: Planning/Building/Public Works Dept. 16210 SE 134TH STREET Cg RENTON, WASHINGTON 98059 SHEET: 9 °F41 LJ Q J DRS PROJECT NO. 17020 I I � I° I t I EX. 60' b R. O. W. 7 II FG 504.10 �10 I 15' SIDEWALK 811 PLANTER I 20' I PA VEYEN T 20 00 I 21+00 I I nl I s Fc, I 1 0 I � 4kL.�� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 0 1 1CIO 2 FG 496.60 3 FG 491.10 FG 83.07 NE 1/4 SECTION 14., TOWNSHIP 23 N, RANGE 5 E, W. M. MAPLE HIGHLANDS UK I10IV 01- 1 0 1 `J A-62 5' SIDEWALK t 8' PLANEEI 5 6� 7 FG 475.20 FG 477.18 c FG 468.75 FG 461.25 Q0 PROPERTYEXISTING PRI VA TE -� PER�ECi-i i ' jOINT UTILITY #200JO310002076 FAMM DRIVEWAY TO BE PER COR STD, PLAN 104.3 (SEE SHEET C13) (TYP.) ,TIMCT B?; / — ----- -- ---,------ -- 5' SIDEWALK �3 �103� 12 C1 FG 503.40 FG 495.80Qj C) � Dp Ln I I CQ I� N� Q0 10 FG 487.70 03 FG 479.70 - -_--------- SI TE VOLUME CALCULATIONS CUT VOLUME FILL VOLUME NET VOLUME (CU. YDS.) (CU. YDS.) (CU. YDS.) 17,256 9,206 8,050 EXPORT (INCLUDES 3,792 CU. YDS. OF VAUL T) ALL VOLUMES ARE APPROXIMATE AND ARE PROVIDED FOR PERMITTING PURPOSES AND REPRESENT FINISH GRADE TO EXISTING GRADE AS SHOWN. CONTRACTOR SHALL RELY ON HIS/HER OWN ESTIMATES FOR DETERMINING ACTUAL EARTHWORK QUANTITIES. THE VOLUMES INCLUDE THE AREA FOR VAULT EXCAVATION. THE VOLUMES DO NOT INCLUDE STRIPPING, EXPANSION/COMPACTION FACTOR OR ANY SOIL TYPE RESTRICTIONS. 1 D.R. STRONG 2 CONSUL TING ENGINEERS 3 ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 CITY COMMENTS 11.12.19 INTAKE COMMENTS CITY COMMENTS 07.27.21 REVISION 0 +T �S8 20 PA VEMENT L _ --- MAX. T,26+91-06 323 LF KEYSTC WALL, 30HEIGHT 26 00 2 +00 TER 10, JOINT UTILITY EASEMENT----, R---- n o r --- - 1 h N`�-------T------µ--- 4.9 R.O. W. + 11 r µ `�`-------I1--�-------4---- DEDICATION � I� cod'-------I� IF N FG 471.60 1`--- n--------- d `��-----Ii----------,--------n-- ------ EX. 30' -ti v 1 F R, I R. 0. W. a -----IN --------- Ip--------- A--- ;------- ---�-------------- u�;-------- II-,-------rµ---------j--------r -----,-u--------,n------ --------------------- u jH------ i 0 I 03+ PROPOSED TYPE Ill - BARRICADE AND N FENCE TO RESTRICT SOUTHBOUNO VEHICULAR TRAFFIC (SEE BARRICADE DETAIL SHEET C11) YLP 02.14.201 YLP SURVEYED: DJC YLP 06.16.21 YLP DESIGNED: YLP YLP 08.13.21 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY GEO TECH RECOMMENDA TIONS•• THE FOLLOWING PERTAINS TO THE GENERAL SITE ONLY. EAR TH SOL U TIONS NW L L C STA TES THA T BASED ON THE RESUL IS OF THE STUD Y PERFORMED, THE PROPOSED RESIDENTIAL BUILDINGS CAN BE SUPPORTED ON CONVENTIONAL CONTINUOUS AND SPREAD FOOTING FOUNDATIONS BEARING ON COMPETENT NATIVE SOILS, RE -COMPACTED NATIVE SOILS, OR STRUCTURAL FILL. SLAB -ON -GRADE FLOORS SHOULD BE SUPPORTED ON COMPETENT NATIVE SOILS OR STRUCTURAL FILL. COMPETENT SOILS SUITABLE FOR SUPPORT OF FOUNDATIONS SHOULD BE ENCOUNTERED AT THE PROPOSED DEPTH OF EXCAVATION (ONE TO THREE FEET). WHERE LOOSE OR UNSUITABLE SOIL CONDITIONS ARE EXPOSED AT FOUNDATION SUBGRADE ELEVATIONS COMPACTION OF THE SOILS TO THE SPECIFICATIONS OF STRUCTURAL FILL, OR OVEREXCAVATION AND REPLACEMENT WITH A SUITABLE STRUCTURAL FILL MATERIAL WILL BE NECESSAR Y. IN -SITU SOILS THE SILTY SAND WITH GRAVEL SOILS ENCOUNTERED AT THE TEST PIT SITES HAVE A MODERATE SENSITIVITY TO MOISTURE AND WERE GENERALLY IN A MOIST CONDITION AT THE TIME OF EXPLORATION (MAY 2018). IN THIS RESPECT, THE IN -SITU SILTY SAND SOILS MAY NOT BE SUITABLE FOR USE AS STRUCTURAL FILL IF THE SOIL MOISTURE CONTENT IS MORE THAN ABOUT 3 PERCENT ABOVE THE OPTIMUM LEVEL AT THE TIME OF CONSTRUCTION. IN GENERAL, SOILS ENCOUNTERED DURING THE SITE EXCAVATIONS THAT ARE EXCESSIVELY OVER THE OPTIMUM MOISTURE CONTENT WILL REQUIRE MOISTURE CONDITIONING PRIOR TO PLACEMENT AND COMPACTION. CONVERSELY, SOILS THAT ARE BELOW THE OPTIMUM MOISTURE CONTENT WILL REQUIRE MOISTURE CONDITIONING THROUGH THE ADDITION OF WATER PRIOR TO USE AS STRUCTURAL FILL. IF THE IN -SITU SOILS ARE DETERMINED TO NOT BE SUITABLE FOR USE AS STRUCTURAL FILL, THEN USE OF A SUITABLE IMPORTED SOIL MAY BE NECESSARY. IN OUR OPINION, A CONTINGENCY SHOULD BE INCLUDED IN THE PROJECT BUDGET FOR EXPORTING UNSUITABLE SOIL AND IMPORTING STRUCTURAL FILL; OR MOISTURE CONDITIONING RECOMMENDATIONS CAN BE PROVIDED UPON REQUEST BASED ON FIELD OBSERVATIONS DURING THE CONSTRUCTION PHASE OF ON -SITE WORK. STRUCTURAL FILL STRUCTURAL FILL IS DEFINED AS COMPACTED SOIL PLACED IN FOUNDATION, SLAB -ON -GRADE, AND ROADWAY AREAS. FILLS PLACED TO CONSTRUCT PERMANENT SLOPES AND THROUGHOUT RETAINING WALL AND UTILITY TRENCH BACKFILL AREAS ARE ALSO CONSIDERED STRUCTURAL FILL. SOILS PLACED IN STRUCTURAL AREAS SHOULD BE PLACED IN LOOSE LIFTS OF 12 INCHES OR LESS AND COMPACTED TO A RELATIVE COMPACTION OF 95 PERCENT, BASED ON THE LABORATORY MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD ASTM D-1557). ADDITIONALLY, MORE STRINGENT COMPACTION SPECIFICATIONS MAY BE REQUIRED FOR UTILITY TRENCH BACKFILL ZONES, DEPENDING ON THE RESPONSIBLE UTILITY DISTRICT OR JURISDICTION. DRAINAGE GROUNDWATER MAY BE ENCOUNTERED IN EXCAVATIONS ON THE SITE, PARTICULARLY DURING WINTER, SPRING, AND EARLY SUMMER MONTHS. TEMPORARY MEASURES TO CONTROL SURFACE WATER RUNOFF AND GROUNDWATER DURING CONSTRUCTION WOULD LIKELY INVOLVE INTERCEPTOR TRENCHES AND SUMPS. HOWEVER, EXCAVATIONS THAT EXTEND INTO THE GROUNDWATER TABLE WILL LIKELY REQUIRE ACTIVE DEWATERING. ENSW SHOULD BE CONSULTED DURING PRELIMINARY GRADING TO IDENTIFY AREAS OF SEEPAGE AND TO PROVIDE RECOMMENDATIONS TO REDUCE THE POTENTIAL FOR INSTABILITY RELATED TO SEEPAGE EFFECTS. FINISHED GRADES MUST SLOPE AWAY FROM THE RESIDENCE AT AN INCLINATION OF AT LEAST 2 PERCENT FOR A DISTANCE OF AT LEAST TEN FEET OR AS ADJACENT STRUCTURES ALLOW. IN ADDITION, SURFACE WATER SHOULD BE CONTROLLED UTILIZING BEST MANAGEMENT PRACTICES (BMP) DURING, AND AFTER, CONSTRUCTION ON THE SUBJECT SITE. WE RECOMMEND NOT ALLOWING SURFACE WATER TO SHEET FLOW TOWARD THE SLOPED REGIONS ON THE SITE INTERCEPTOR TRENCHES/SWALES CAN BE USED FOR SUCH A PURPOSE AT THE TOP -OF -SLOPE. FOOTING DRAINS SHOULD BE INSTALLED AS A APART OF THE RESIDENTIAL STRUCTURES ON THE SUBJECT SITE DUE TO THE NATURE OF THE SOILS /N THE SITE. A TYPICAL FOUNDATION DRAIN IS PROVIDED AS PLATE 4. PA VEMEN T RES TORA T/ON NOTES WITHIN CITY LIMITS, PAVEMENT RESTORATION SHALL BE PER C.O.R. STREET RESTORATION AND STREET OVERLAY STANDARDS AND/OR AS FIELD SPECIFIED BY THE CITY INSPECTOR. PAVEMENT RESTORATION FOR SEWER INSTALLATION WITHIN KING COUNTY LIMITS SHALL BE PER APPROVED KING COUNTY RIGHT OF WAY PERMIT. A FULL WIDTH GRIND AND OVERLAY WAS ASSUMED TO BE REQUIRED FOR ALL WORK DONE WITHIN KING COUNTY LIMITS AND IS SHOWN ON THESE PLANS. BACK OF SIDEWALK SLOPE NOTE GROUND SLOPE BEHIND SIDEWALK SHALL NOT EXCEED 4: 1 FOR A DISTANCE OF THREE (3) FEET. AFTER THREE (3) FEET, SLOPE MAY BE INCREASED TO A MAXIMUM OF 2: 1. BUILDING PERM/ TS UNDERGROUND VAULT TO BE APPROVED UNDER SEPARATE PERMIT. SIGN NOTE.• NPAT = NO PARKING ANY TIME SEE SHEET C38 FOR DETAILS ROAD WORK SCHEDULE: 01 STA. 11+98.58, 5.56' R BEGIN HALF STREET GRIND AND OVERLAY 02 STA. 13+25.46, 13.00' R BEGIN FRONTAGE IMPROVEMENTS NORTH GRAPHIC SCALE 0 210 40 80 ` 1 INCH = 40 FT X U H • H 00 Q J R-4091 10 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn 0 z Q J DEVELOPMENT ENGINEERING njanders 10/01 /2021 _ W VERTICAL: NAVD 1988 • DATE: HORIZONTAL: NAD 1983/1991 C T Y OF MAPLE HIGHLANDS 09.05.19 [;R ROAD AND GRADING PLAN FIELDBOOK: RENT 0 N PAGE: 2 • DRAWING NO: DATUMPlanning/Building/Public Works Dept. 16210 SE 134TH STREET C 1 0 RENTON, WASHINGTON 98059 SHEET: 10 °P`41 DRS PROJECT NO. 17020 Al -J W J n Q 75 DRS PROJECT NO. 17020 Al -J W J n Q 75 DRS PROJECT NO. 17020 V i IO Z J r= V 2 LU n Q 75 r NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, We Me MAPLE H/GHLANDg NOTES A CURB RAMP WIDTH 4'- W MIN. LANDING TO MATCH A CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH 4'- 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING TO MATCH CURB RAMP way must be contained within the width of the crosswalk markings. I LANDING I WIDTH - SEE CONTRACT PLANS Y I GRADE BREAK CURB RAMP l 2. Where "GRADE BREAK' is called out, the entire length of the grade break LANDING - GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE GRADE BREAK between the two adjacent surface planes shall be flush. SEE CONTRACT PLANS - I 4'- 0" MIN. SIDEWALK - SEE NOTE 5 I 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- 4' - V MIN. ances on any part of the Curb Ramp or Landing, or in front of the Curb PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. CEMENT CONCRETE TO SIDEWALK WIDTH 2' - 0" SIDEWALK - SEE NOTE 5 (TYP.) SEE CONTRACT PLANS - MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan * 4'- 0" MIN. * PLANS - 4'- 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and FLARE (TYP.) 3/8" EXPANSION - BUFFER WIDTH - MATCH Pedestrian Curb details. JOINT (TYP.) - SEE TO C.) URB RAMP DEPTH CURB RAMP (TYP 3/8" EXPANSION j STANDARD PLAN F-30.10 I 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See JOINT (TYPJ -SEE Contract Plans for width and placement of sidewalk. I � v' `I I v, STANDARD PLAN F-30.10 GRADE 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the BREAK TRANSITION TO SIDEWALK BUFFER, IF 'I' " GRADE BREAK PRESENT, OR TO BACK OF CURB (TYP.) - "' adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian SEE CONTRACT PLANS ,I, " y Curb, or Sidewalks. v, -- -__ ................ _ CURB, OR CURB ` CEMENT CONCRETE 7. The Curb Ramp length is not required to exceed 15 feet (unless shown ................ AND GUTTER - CURB, OR CURB PEDESTRIAN CURB - othervvise in the Contract Plans). When applying the 15-foot max. length, SEE NOTE 4 AND GUTTER - I SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a DETECTABLE WARNING SURFACE - SEE NOTE 4 B I single constant slope from bottom of ramp to top of ramp to match Into SEE STANDARD PLAN F-45,10 11 DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet. Do not Include the FACE OF CURB FACE OF CURB SEE STANDARD PLAN F-45.10 abutting landing in the 15-foot max. measurement. MEASURED PARALLEL DEPRESSED CURB AND GUTTER - DEPRESSED CURB AND GUTTER 8 Curb Ramps and Landings shall receive a broom finish. See Standard TO CURB (TYP.) CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8.14. J J w 0 0 J z Ir LL m L9. Pedestrian Curb may be omitted if the ground surface at the back of the 1O CONTRACTION JOINT (TYP) - SEE STANDARD PLAN F-30,10 Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. FOR CURB RAMP LENGTHS GREATER THAN V - 0" PROVIDE PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW TYPE PERPENDICULAR TYPE PERPENDICULAR B LEGEND DETECTABLE WARNING SURFACE -- (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 - SLOPE IN EITHER DIRECTION 4'- W MIN. 16 - 0" MAX. (TYP.) GRADE BREAK 1.5 OR FLATTER RECOMMENDED FOR �lr DESIGN/FORMWORK 2% MAX.) SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK COUNTER SLOPE - 5.0% MAX. 7.5% * * DESI OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.3% MAX.) - _ TOP OF ROADWAY * 9.5% OR FLATTER RECOMMENDED FOR - DESIGN/FORMWORK (10% MAX.) LANDING CURB RAMP � - DEPRESSED CURB AND GUTTER - ' R8 1 SEE STANDARD PLAN F-10.12 SECTION OA GEMENT CONCRETE GUR13 RAMP "TYPE CEMENT CONCRETE PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 CEMENT CONCRETE CURB RAMP -TYPE PERPENDICULAR "B" PAY LIMIT - SEE NOTE 6 7\\ i �GI S TERM PEDESTRIAN CURB - SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 3" R. TYP. / DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL O ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT rA� A B E C MIN. MAX. CURB RAMP, LANDING, CUT, A 1.60" 2.40" THROUGH OR WALKWAY -r--- -- --- -- f B 0.65" - yA J IS �- D -� C 0.46" 0.90" -`--- -- ---- -- D 0.9" 1.40" BACK OF CURB •-i -^ TRUNCATED DOME SEE NOTE 2 ` E 0.2" SECTION 0.2" F,1 TRUNCATED DOME SPACING. SEE NOTE 3 SEE STANDARD SPECIFICATIONS / FOR COLOR OF SURFACE TRUNCATED DOME DETAILS CURBANDGUTTER w IdDETECTAB mOFFSET CURB RAMP �� LANDING SEE NOTE B WIDTH OF LANDING , WALKWAY °° WALKWAY / ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT ►�I0 AL B'A ZOICT, SCou �. Jun 24 2016 7:20 AM PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION C.rpeiiW ,.1mff e42j mr-, Jun 29 2016 229 PM STATE DESIGN ENGINEER I/ Washington State Department of Tmmipertation NOTES m rb ct 1, The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception: If the Manufacturer of SURFACE (DWS) - the DWS requires a concrete border around the DWS, a variance of up to 2 inches SEE NOTE 3 on each side of the DWS is permitted. 2, The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the �+ two leading corners of the DWS panel placed adjacent to the back of the curb, and with no more than a 2 inch gap between the DWS and the back of the curb measured =: = 2'- D'MIN. - at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS TYR OF ALL requires a concrete border around the DWS, a variance of up to 2 inches from the 1 APPLICATIONS back of the curb is permitted (measured at the leading corners of the DWS panel). - - 3. The rows of truncated domes shall be aligned to be perpendicular to the grade break at the back of curb. 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel. MATCH TO WIDTH OF CURB RAMP LANDING, CUT -THROUGH OR 5. If curb and gutter are not present, such as a shared -use path connection, the WALKWAY Detectable Warning Surface shall be placed at the pavement edge. RNING SURFACE DETAIL 6. See Standard Plans for sidewalk and curb ramp details. 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at the bottom of the ramp and within the required distance from the rail. 8. When the grade break between the curb ramp and the landing is less than or equal to 5 ft fr th b k f t II int 1 th D t bI W S f th WALKWAY WALKWAY WIDTH OF CUT- • o e ac o cu a a V. s, p ace. e e a e arntng U. ace on e / THROUGH (TYP.) bottom of the curb ramp directly above the grade break. DETECTABLE WARNING y �C SURFACE (DWS) - ( WIDTH OF CUT -THROUGH G `r'SEE NOTE 4 I' CURB RAMP I (TYP.) Z % � - --'� � ` BACK OF CURB l' � U. SINGLE DIRECTION CURB RAMP FLARE :; "'= FLARE w't2'-Cr `. m (GRADE BREAK BETWEEN CURB AND MIN. 3 LANDING15 5 FT. FROM BACK OF CURB) (SEE NOTE 6) DETECTABLE WARNING DETECTABLE WARNIN( LANDING BACK OF CURB - ` SURFACE DWS DIRECTION OF SEE NOTE 2 (DWS) SURFACE (T w Y SEE NOTE 3 I SEE NOTEE 3 - 3 Lu II TRAVEL _ WIDTH OF CURB RAMP CURB RAMP BACK OF CURB - WALKWAY i WIDTH OF PERPENDICULAR CURB RAMP SEE NOTE 2 Il WALKWAY (SEE NOTE 6) ---` WIDTH OF CURB RAMP, ISLAND CUT -THROUGH LANDING, OR WALKWAY DETECTABLE WARNING SURFACE (TYP.) - 2'-0"MIN. CURB - :2 2'- 0" MIN. i DETECTABLE WARNING SEE NOTE 3 SURFACE (DWS) -SEE NOTE 3 - - BACK OF CURB - `; ; ; = " 1 ::;•t(i/ 1 r BACK OF CURB SEE NOTE 2 z I i" 111 i SEE NOTE 2 MEDIAN CUT -THROUGH SINGLE DIRECTION CURB RAMP '1' ! 1` DETECTABLE WARNING - o N�� i I ! - WIDTH OF SHARED- >'� Z (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - ' I i 1 I USE PATH OR - ��, �C zasao �Q 5 ............ LANDING > 5 FT. FROM BACK OF CURB) SEE NOTES 4 & 7 '\� X `� r I / \ 1 WALKWAY (TYP) % �` 1 S TF (SEE NOTE 6) CURB RAMP CURB RAMP WALKWAY LANDING WALKWAY 1 � i r 1 DETECTABLE WARNING BACK OF CURB - _i'/ SEE NOTE 2 WIDTH OF SURFACE (DWS) - SEE NOTE 3 LANDING PARALLEL CURB RAMP (SEE NOTE 6) I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1 PEDESTRIAN RAILROAD CROSSING i Zeller, Scott -� WIDTH OF CUT -THROUGH SHARED-USEE3 Ju11220164:25 PM. (TYP-) PATH OR ilk ROUNDABOUT SPUTTERWALKWAY DETECTABLE WARNING � SURFACE ISLAND PAVEMENT SHOULDER EDGE STANDARD PLAN F-45.10-02 SHEET 1 OF 1 SHEET DETECTABLE WARNING APPROVED FOR PUBLICATION % l SURFACE (DWS) - =� C`Pa (", Jdt SEE NOTES 4 & 5 m11, 2n162„26PM 0 STATE DESIGN ENGINEER SHARED -USE PATH CONNECTION washiagtnn s}a}e Department of TransportationPLACEMENT GUIDELINES 1 CITY COMMENTS 11"12"19 D.R. STRONG 2 INTAKE COMMENTS CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 ENGINEERS PLANNERS SURVEYORS 620 - 71h AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 NO. REVISION 1.5" RADIUS B (TYP.) A C O� � M o D V D E 0.3" BORDER (TYP.) SIGN DIMENSIONS SIGN TYPE A B C D E POST MOUNTED STREET NAME SIGN (SPEED LIMIT <40MPH) 8„ VARIES 6" 4.5" 3.5" POST MOUNTED STREET NAME SIGN (SPEED LIMIT >40MPH) 12" VARIES 8" 6" 5" GENERAL NOTES: 1. FONT SHALL BE MUTCD D SERIES, UNLESS AN ALTERNATE MUTCD SERIES IS APPROVED BY THE CITY 2. LETTERS AND NUMERALS SHALL BE CUT FROM 3M ELECTROCUT FILM SERIES 1170 OR APPROVED EQUAL 3. SIGN BLADE SHALL BE FLAT ALUMINUM, TREATED, 0.080 GAUGE 4. SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC OR APPROVED EQUAL 5. SIGN MOUNTING HARDWARE SHALL INCLUDE BOLTS, RIVETS SHALL NOT BE ALLOWED 6. FOR SIGN POST DETAILS, SEE CITY OF RENTON STANDARD DETAIL 129, EXCEPT MOUNTING HEIGHT SHALL BE 9'-0" COLORS LEGEND, ARROW HEAD, SEPARATION BAR - WHITE (REFL.) BACKGROUND - GREEN (REFL.) Gti"C 0� POST MOUNTED TD. PLAN- 134 PUBLIC WORKS STREET NAME SIGNS ROVED: + DEPARTMENT �� 7/30/2018 DATE BAND - OR MOUNTING ON EXISTING METAL POLE OR LUMINAIRE 3ALVANIZED BOLT WITH GALVANIZED WASHERS. 2" SQUARE METAL POST 4" MIN. T EDGE OF bIUN 0 Ln Zo O 0 10 Lit A NOTES 1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 2. A 2" (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2 1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE SUBSTITUTED. SEE CONTRACT PLANS. 3. PERFORATED SQUARE STEEL POST SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06. 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9-06 AND 9-28. EDGE OF TRAVELED ROADWAY 3�1 90' 0' FOR REFLECTORIZED SIGNS: MOUNT FACING 3-(degree) OUTWARD IF SIGN IS WITHIN 30 FEET OF ROADWAY SIGN FACE ORIENTATION SIGN POST V. e LOWER SIGN 5//16" (IN CORNER BOLT POST SUPPORT Ok 3/6" )(IN) FLANGED SHOULDER BOLT WITH NUT AND WASHERS 2 REQUIRED (TYP.) BOLT STOP IGIN POST TYPE ST-4 SIGN SUPPORT LOWER SIGN POST SUPPORT,-2.25" (IN), 7-GAGE, HOT -DIP GALV., IAMN.9" HEAVY-DUTY ANCHOR I. COMMERCIAL CONCRETE MOUNTING ON METAL POST Gti o SIGN MOUNTING ON SINGLE STD. PLAN- 129 ®� PUBLIC WORKS METAL POST APPROVED: 22 DEPARTMENT (ADOPTED) 6-� 4 TO _ _16 DATE YLP 02.14.201 YLP SURVEYED: DJC YLP 06.16.21 YLP DESIGNED: YLP YLP 08" 13"21 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DiATUM 4:0 DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E GENERAL NOTES: 1. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). 2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 3. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS(I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS). 4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK. 5. ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER DATE DURING CONSTRUCTION SHALL BE RE -INSTALLED TO CURRENT STANDARDS. 6. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 7. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS. 8. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION. 9. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. �•� o TRANSPORTATION NOTES STD. PLAN - 135 PUBLIC WORKS A ROVED: 'PFd� DEPARTMENT GAZ 3/13/2019 1 Aoff%k C TY OF P%'RI RENTON Planning/Building/Public Works Dept. 1 LJ 00 T Q J R-409113 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn 0 Z J 2 DEVELOPMENT ENGINEERING JOI njanders 10/01/2021 W DATE: J MAPLE HIGHLANDS 09.05.19 STANDARD WSDOT RAMP AND STREET SIGN DETAILS FIELDBOOK: PAGE: DRAWING 16210 SE 134T H STREET C 13 RENTON, WASHINGTON 98059 SHEET: 13 OF 41 DRS PROJECT NO. 17020 0 I r W I- 6' CEMENT CONCRETE 12' R. V R. SIDEWALK RAMP VARIES OR LANDING FROM i 6'TOO 1 6' 1 3J8' PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 61fr SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF I T 1, ROADWAY 2' 1 1 1 �t 1 -6. ` DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB 6 1 t2'- 512"_ V �J 12' R. 1 • R. I FACE OF ADJACENT CURB 1 1 TOP OF ROADWAY Tr 4 10! GUTTER SURFACE� PREMOLDED D JOINT FILLER E FULL -DEPTH EXPANSION JOINT FACE OF CURB _ 6 12'� 1' R. 124 TOP OF =' 12"R. ROADWAY 1 1 T 1 6" CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 1J2" -- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1 12 1:24 TOP OF 12'R. ROADWAY r � 1 of DEPRESSED CURB SECTION AT SIDEWALK RAMPS 318' i 'v r 8 I w- CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spadng. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Dmeway Curb I Gutter Section, see Standard Plan 1042 STD. PLAN - 101 • PUBLIC WORKS DEPARTMENT CEMENT CONCRETE CURBS � S' RAISED EDGE DETAIL 11-V 6-SIDEWALK LEVEL ,I 1� EMEND SIDEWALK TRANSVERSE 1' • D' V • D' 316' (IN) PREMOLDED JOINT FILLER 1t2'(IN)R I JOINTS TO INCLUDE RNSED EDGE TYPICAL WHERE APPLICABLE ROU DING 2056 1 1rr (IN) R. (TYP.) FOR CURB DETAILS •Y • • , + 1 ) 1.5% _ SEE STO PLAN 101 'I 1' N R. 1 • ! s� •.•%ISTING ROADWAY 'bC(I ) /G sx, _ _ t/ / CRUSHED ROCK SAS SEE RAISED EDGE 1'-0'• SIDEWALK DETAIL -THIS SHE LTYPICN. UNDER CRUSHED SURFACING TOP COURSE(CSTC) ALLCUT MIN. SIDEWALIC�K OMPACT TO 95% MODIFIED PROCTOR SLOPES] WITH RAISED EDGE (UNLESS REQUIREMENT WANED BY `// 12• IN R. ENGINEER) TYPICAL UNDER ALL CURB, ( ) (TYP.) GUTTER 5 SIDEWALK CSTC UNDER 2' _ FOR CURB DETAILS CURB 8 GUTTER TO BE B' THICKNESS OR ~ 1 ^ 1.5X SEE STD MATCH EKISTING ROADWAY CRUSHED ROCK 101 BASE, WHICHEVER IS GREATER MM.. FORPLAN AH�trER • ' ....., ••r ALL CURB 8 GUTTERI. FINISHED GRADE IN) BELOW l" 1 TOP OF CONCRETEE �URFACE 2'•0' SIDEWALK ADJACENT TO CURB 1. D' 1. D' MIN 1/7(IN) R. Mm ) ROU DING ` FOR CURB DETAILS SEE STD PLAN 101 BRIDGE OR PEDESTRIAN St,FS3I`�i '-`�T''//••lY�� RAILING •M' �xr FOR CURB DETAILS ADJACENT TO CURB SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) COBARRIER-SEE NTRACT PLANS Z---WALL OR BARRIER 1R• (IN) R. (TYP.) / FLUSH / I SIDEWALK • �� 1Jr MR, VERTICAL WAIL- •�1A1`�` SEE DETAIL • • - 0/6JOI PFILLER ED JOINT FILLER , ADJACENT TO CURB AND RAILING OR WALL PRRafaol:o JOINT FILLER FOR SIDE TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL SEE'BTRET (SEE NOTE TQ SIDEWALK 1rz• ONl R SECTIONS 1 , (TIP) FOR CURB DETAILS 1.5%MIN. SEE STD PLAN 101 ,y, •� " ' j-"' BROOM FINISH •� DUX ,;!4;e: •: OR MATCH EXISTINO �! JAl'N't'- / ,g• 4•WIDE.SMOOTH 5' © TROWELED PERIMETER FINISHSURFACE FGRADE IOR )PLANTHHG-F USHOIFCRETE PAVED 0, 0/ CEMENT CONCRETE CURB ADJACENT TO BUFFER STRIP (CURB AND GUTTER SHOWN) / FOR CURB DETAILS J BEE STD PLAN 101 / 5, .0" NOTES 1. Four feet olthe sldowalkwidth shall G N�oNroEubatONLY . . ► . aocessiblo route (cow; free of vertical ,•► •� .?• ro •.'• s•.; R and horizontal obstructions. Gratings, FULL -DEPTH EXPANSIONJOINT IN BOTH ' •� AGCe35 Covers, Junction Boxes, CURB ANDH SIDEWALK NSIO F STD PUN BOTH Cable Vaults. Pull Boxes and other s, appurtena riles whhin the sidewalk iok� are' C CONTRACTION JOINT must be flush with surface, and match grade of the sidewalk. JOINT AND FINISH DETAIL .,�• 2. Monolithic Cement Concrete Curb and • , • �� Sidewalk Is not permitted In new For other referenced NOTES see construction, When replacement work STD PLAN 104.2. necessitates a Monolithic Cement Concrete Curb bulld per WSDOT JOJOINTINT FILLER R Standard Plan F-30.10.03. Paved SUrfaCQS must Comply With E FULL -DEPTH 3. Concrete to be4,000PSI. STD PLAN 102.1 as applicable. EXPANSION JOINT 1111, PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102 DEPARTMENT SIDEWALK I1 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (IDNT,ND,OR,WA) �. P I ED/ �O of WASyi SC1 � 1 tic 3232 �SS�ONAL 13,21 8 NE 9/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPI.E HIGHLANDS -VANMR2 3Jetir x I5/e'01304MY "NT aEE-,3T c _. 2' - 0' I I I I 318' PIR0JI7LDED MNT FLUOR C,2 L _ _ J C6k1rFTTocNcr4r•Te I- -I CURB AND GUTY4R f• PLANY14EW W# L.S f TGIF 13, 7 1` (Lm) IIr R. 1' R. rFg01 FRPMEAN04P45TE-lXa IWJJD0 A08�f �� N OJr1! JSI10 f#Ur'rER IaD r1G1,1 a' 'o 4GP OF R %Y i RIA%MAT . y ...• ADJUWWNiinGTiON-NWDAYUDM N M GUR1BAND GU= SIDT1E7A r .• CATCH 6Aa1N - NOT *C,. UOFD n3 0VmsAJaa GvrrER eD Irm r� J SECT10I J 0 r T116 k t ilt &this doeign is to farilitza the n-TlovW of a catch baisin wiM Inlnlmal dfaturhsrme of the curb. The expanslon 0k is of ffle adjllleent aldowal k shall / 1 be adjusted tD be In Ilne wIU1(haw curb { expar%Lon JoIrAs I I h ti I IEDWT<NC MEW M. i� 1011 CEtIYIlNT f;.OltilCtllETE CURB # , PUtlL(G WORK!5 INSTALLATION AT Pl�o 'ED: I]F;PAf27'}A:"yI CATCH BASINS pe IL T ? . '7.' \ CEMENT CONCRETE SIDEWALK 2 S' \ DEPRESSED MONOU74C CURB I GUTTER (SEE DETAIL THIS SHEET) TYPE C2B - ISOMETRIC VIEW (COMMERCIA'., WITH BUFFER) NOTES 1. When a driveway width exceeds 15 fee:, Construct a full dep,h expansion joint wtth 3/8' joint filter ebng the driveway lane Ilnes (see std. plan 102). Construct expanslon )o)ns parallel w)th the cen••ertlne as required at 15' maximum spacing when driveway widths exceed 3a. 2. See std. plan 102 for sidewalk detalls. 3. Curb and gutter shown, other curb designs may be specified. See std. plan 101 for curb detells. 4. Not used 5. The engineer will design all driveways to InCude elevaJons at all points marked with symbol "X'. All elevaJons are at the back of curb top on uphill side. 6 Not used 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10), The expansion joints (see std. plan 102) shall be spaced as shown In the correapondlrlg IBQmeJk New. CEMENT CONCRETE CURB I GUTTER (SEE NOTE 3) r fllQOf d:1B TEE C SEE OEFREBa®pga DETAJ CONTRACT ON JONT our oN n•is 3--" $TO PLAN 102 *, la 1fJ' R TOPOF % - 110AUWA. Ur Nor-- DRIVEWAY LONGITUDINAL I RAMON JOINTS 9FALL BE FULL DEPTH DEPRESSED MONOLITHIC CURB I OU TTER DETAIL & Slopes shall comply with sections R303.2.1 or R303.2.2 or _ _ FACE OF ADJACENT CURB R3032.3 of the Revised (haft Guidelines for Accessible Public' �• Rigbts-of--Way of Novemba 23, 2005 (PROWAG). fi 9. Curb returns for any Type C-MAX Driveway may be approved on r R a case-bycase basis - t/IlER 13Vl FACL Is 10. STREET STANDARDS = Renton Municipal Code (RMC) 1. R •. fi a L ' P Trtle IV Development Regulations CHAPTER 6 STREET AND UTILITY STANDARDS 3 sectlon 4-"60 STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL ORCOMAERCUAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS =Renton Municipal Code (RMC) Title IV Development Regulations Driveway Example: TYPE C1B CHAPTER 4 R-te+uensd C=Corivnem-al CITY-WIDE PROPERTY DEVELOPMENT STANDARDS number of Lenm Section 4-4-M PARKING, LOADING AND DIINEWAY I +Lane G°mnlert:14 REGULATIONS B�uffar(PllrtlrlaSllp). ENanMwBurtrFr= - CEMENT CONCRETE DRIVEWAY PLAN - 1042 r () ENTRANCES -NOTES AND DETAILS I 1 D.R. STRONG 2 CONSUL TING ENGINEERS 3 ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 N CITY COMMENTS 11.12.19 INTAKE COMMENTS CITY COMMENTS 07.27.21 REVISION TYPE 'A' PRESSURE TREATED 7-1/2" X 7-1/2" CEDAR POST (2)#4 HORIZ. TOP & BOTTOM & (2)#4 VERTICAL (PER SIDE) 1/4" CHAMFER TfffflLAS CRUSHED SURFACING. CRUSHED SURFACING NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. TYPE 'B' /- 1" © 45' CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BOTH SIDES) 1" DEEP NOTCH ALL AROUND 1/2" 0 45• CHAMFER ALL EDGES SLOPE CONCRETE FOR DRAINAGE 2"x3/8' JOINT MATERIAL CONCRETE SIDEWALK 16" 1 8, 12" FIXED WOODEN BOLLARD tY p ADOPTED IA�•!��I�'� CITY OF RENTON ♦ -t. f STANDARD PLANS T� LST ➢ATE: 04/04 DWG. NAME:H022 SP PAGE:H022 _ V MIN. (SEE NOTE S) VARS:S ISEE NOTE r) (SEE NOTES) 10 LF OF PAVED DRIVEWAY REOI1111 0 W EXPANSION JO WT pYP ) (SEE STD. PLAN I^^+21 CE CC SE e Y ° IE tote s w g m SEE NfnEI -> CEMENTCONCRETE J RArJv WIrN 1M N CURB S GUTTER SLOPE ITYP.1 SEE NOTE 31 - CONTRACTION JOINT (TYPO 7' ISEE STp. PUN 1MI PLAN VIEW VARES ISEE NO 107 _ A3% LUX. SEE NGTE 2(TM <I fi' MN fi• MIN CELENT CONCRETE 7L11N (5131! SEDUIR84 GUTTER SIOMALK m EXPANSION JOINT pYP.) (� NOTE 3) SECTION O ISEE STD. PLAN m3i IR'0.IttP.l e1pEVuuX wJDIR DIFFERENCE IN SLOPE I.Wt- DRNEWAY WI ITNE SLOPE (SLOPE SHOYM ExAGGERATE01 I SY. _Is% ' ' P . - dUVEY1AY .•.4'MIN OR�MEN AY W1 RE�Ut VE '' 0 " I S ON B CEMENT CONCRETE SIOEWAU TYPE RIB - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEMEM CONCRETE CUR A GUTTER (SEE NOTE 3) For NOTES STD. PLAN 104.2 o STD. PLAN - 104.3 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY %PPR /ED: DEPARTMENT ENTRANCE - TYPE RIB ATC YLP 02.14.201 YLP SURVEYED: DJC YLP 06.16.21 YLP DESIGNED: YLP YLP 08.13.21 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED TYPE 'A' 7-112" X 7_1/2„ PRESSURE TREATED CEDAR POST 1/2" @ 45- CHAMFER ALL EDGES (7)#4 HORI7_ TOP & BOTTOM & (2)#4 VERTICAL (PER SIDE) 1/4" CHAMFERS CRUSHED SURFACING TYPE 'B' 1" ® 45' CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BOTH SIDES) 1" DEEP NOTCH ALL AROUND I GALVANIZED STEEL HASP FOR LOCK 2 x6' STEEL HINGE WELDED TO 9-1/4%9-1/4" STEEL DOOR WITH 3/4" RADIUS ON 2 OPEN CORNERS 30" ND PLATE SPACER. 1/4" GALVANIZED STEEL PLATE SPACER 1/2" DIA. x 2" ANCHOR BOLT, WELDED TO SPACER 2%3/8" JOINT MATERIAL 8-1/4" 12, 2" NOTE: 2'' MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. o 0 o 0 o 0 o 0 o 0 o o 0 0 o o 0 00 EXPANSION JOIN T EXPANSION JOINT ° c . ANCHOR BOL T PA TTERN PER ° to N. D. C. B. U. a PEDESTAL TEMPLA TE SEE NOTE N0. FRON T REMOVABLE WOODEN BOLLARD Y ADOPTED CTTY OF RENTON ♦ _■- "�� STANDARD PLANS Z DST DATE: C4/04 DWG. NAME: H021 SP PAGE: H021 -7" MIN. 5'-0" CLEAR WIDTH MOUNT ON PEDESTAL PROVIDED WITH N. D. C. B. U. UNI T EXPANSION JOINT d � ° ° 4 a 1'-6" SIDE 1. SEE SEC. 5.04. 2. INSTALLATION OF N. D. C. B. U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY THE DEVELOPER. J. SEE SEC. 3.04 FOR JOINT REQUIREMENTS. NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N. D. C.B. U.) TYPE 111 MAILBOX INSTALLATION (16 BOX UNIT) N TS NOTES: �J EXPANSION - JOIN T SEE NOTE NO. 4' R-409114 PLANTER STRIP IN COMPLIANCE WITH CITY OF RENTON STANDARDS TT V J O TO V J �J W J 4' 0 Z FACE OF SIDEWALK Q J Gregg Zimmerman, Public Works Administrator MAILBOX CONCRETE PAD DETAIL STA. 21+81.56 ROAD A 1 -5 =/� DEVELOPMENT ENGINEERING70 njanders 10/01 /2021 V w SCALE: AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1/1991 neTl IM aw�1v • o C T Y OF • RENTON • Planning/Building/Public Works Dept. MAPLE HIGHLANDS ROAD AND MAILBOX DETAILS 16210 SE 134TH STREET RENTON, WASHINGTON 98059 DATE: 09.05.19 J FIELDBOOK: PAGE: ONE INCH DRAWING NO: C 14 AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SHEET. 14 oF.41 DRS PROJECT NO. 17020 Al -J W J n Q 75 DRS PROJECT NO. 17020 NE 114 SECTION 14, TOWNSHIP 2J N, RANGE 5 E W. M. 8. 5' PRI VA TE STORM 1 � lE @ CO DRAINAGE ------ - _ HIGHLANDS - - --r- x � - { = 503.78 EASEMENT lE @ CO . ... ... ... YD 1 lE @ COLij J I - - - - - - - - - ---- ------------ -- -- - - I , I RIM 504.10 _-_-_-_-_-_- - _ = 479.08 \' `\,� I 'r � .lE @ CO 12 --- ,I 5�2 �� lE @ CO - - _ - _ -. _ _ _ 472.29 7 /E @ CO PR/VA STORM I Ili I ". lE 499 ---- 467.00 _ `V I �j - - ----- ----- - _--11 DRAINAGE EASEMENT YD 2 `=487.10 =l 479.80 l E @ 1.81 5' PRIVATE STORM CB 101, TYPE 2-48" �� " I - + T " Q fi 03 RIM 496.60 d YD 3 I - 35 LF 12 LCPE ® 1.01% P201 I � f I YD 4 ��' lE @ CO DRAINAGE STA. 26+10.29, 11.41 L N ooP-d - 463.42 ( ) I lE 491.86 RIM 486.10 cro I '� RIM 473.82 �� - 474.84 YD BASEMENT 12 /E IN 451.25 (E) lE @ CO Q 1 . c d. � �- � co " RIM 456.69 I , I � Sip CB 201, TYPE 1 � 3 �� il RIM 475.20 Leo 11� 6" lE IN 451.75 (N) I w 81-DIREC7IONAL VANED GRATE (� 7 4 5 lE 470.81 V d " I d WITH THROUGH CURB INLET r _ ,.12 /E OUT 451.25 (S) '10 8 o d Id STA. 31+95.34, 23.26 L CB 1 TYPE 2-48" �O CB 107 TYPE 2-48" RIM 455.11 I- o I " SOLID KING LOC LID: STA. 26+10.29, 12.93 R � 12 /E OUT 451.60 (W) - _ RIM 456.64 � � STA. 33+26.09, 12.18 L° I 1 12" lE IN 451.00 (W) RIM 460.00 12" lE IN 451.00 (N) I \12" lE OUT 452.43 (S) 37 LF 12" LCPE ®1.36% (P204) - - _ - _ - _ _ CB 103, TTYPE 1 YPE 1 CB 102, 12" lE IN 451.00 (E) y - - STA. 21+89.27, 12.17 L STA. 23+8Z70, 12.17 L " RIM 503.84 RIM 482.19 18" lE OUT 450.50 S I' " 10' JOINT UTILITY O TYPE 1L I 6 /E IN 501.30 (N) 6 /E IN 479.69 (N) EASEMENT' , CB 204, , �i, : WITH CLEANOUT (TYP.) � - STA. 15+06.7R 12.1T R 12" lE OUT 5oa80 (S) �12' lE OUT 479.19 (S)', - 7 - - `7 RIM 509.13 � L - - � 12" lE OUT 506.00 (SE) 2" 24 LF 1 LCPE ® 1.03% (P101) I . I a. � \------- -___ _ - ---� � ` --- , CB 104, TYPE 1LI STA. 20+68.28, 12.17' L. RIM 508.64 12" lE IN 505.50 (NW) 00 12" lE OUT 505.50 (S) TA. 20+6Z 79, 8.17" R RIM 508.73 12" lE IN 505.30 (SW) 12" lE IN 505.30 (N) 12" lE OUT 505.30 (E) I CB 5, TYPE 1 L STA. 14+34.78, 12.17' R RIM 510.14 12" lE IN 507.00 (S) 12" lE OUT 507.00 (NE) 'o �' � i®� a�� i�l�' I ��a�lllll�►I�E�� _ �ii� ,., �_IIIII�' 9�1•f�-\\�� - �-35 LF 12" LCPE _ CB 301, TYPE 1 �Iw4L_ - - o o° 198 LF 12" LCPE ®10.89% (P3) - `� '� - 223 LF 12" LCPE 012.53% P g ' lE @ CO s - - -_� r e.°r 122 LF 12" LCPE ®3 95% (P4) 470.17 : - - - - �. . F 12 LCPE ®1.23% P103 -- - - 24 L E -- -_ -- CB TYPE 1 -- a=1� ° -° ,.3, TYPE 12.1T R JOINT UTILITY CB 2, TYPE 1 !� ___ n _ _n--------- STA. 36 LF 12 LCPE ® 4.67% (P5) RIM 503.84 EASEMENT STA. 23+87.70, 12.17 VAULT INLET, n RIM 482.19 STA. 26+07.29, 37.50 R ___ --------- 12" lE IN 500.50 (W) 12" lE IN 478.90 (W) 18" lE /N 445.50 (N) n -- 12" lE IN 500.50 (N) PR/VATS TYPE 1 CB OR " ---------------a --- --------- APPROVED J EQUAL W1 NO CITY �� " ____---- u--------- 7 �. + 12 /E IN 478.90 N --- 12" lE OUT 500.50 (E) RENTON LABEL (TYP.) O I 6 /E IN 479.40 (S) - i- = __ = a= u - OF RE ---------- 12" b ro lE OUT 478.90 (E) ' - II ---" u _ _ �o 13 I �2 I�� l�� -_= - Ti-4�CT A_ _ -__ \ [K)_ at 9 ro _--kTORM ARA/NAGR c� I CB 6, TYPE 1 STA. 13+26.71, 12.17' R RIM 5 11. 55 1 0 12" lE OUT 508.50 (N) 1 � I I )� i L o I NO TES: d co _ �HN� oo� - -- -IT- = 1 - tl - - -- < RCN \ �0, I 5' PRIVATE STORM [ -Ir -- - R --� - O d-00 IE @ CO �. 1 - - _ I In � � � � � or, � DRAINAGE , - -- F -- - - --I - X IX ,----- X, 00 = 478.53 /E @ CO EASEMENT - IE-- - - rt --N - - - ��- = 478.17 1�- n --- INTERCEPTOR TRENCH TYP. -------I r o r COMB/NED IETEN77ON WET VAULT - - _ --u - _7 - �� SEE SHEET C23 FOR DETAILS IL - g --n------ I 1 TRA`''+T p ; d i (SEE SHEET C26 FOR DETAILS) --u �Ilu� L - -ILA - - I - -- ---- TREE IdTET>Ol1j�: A� r F ,�-- --- - - �--- 7' PRIVATE STORM _ ------------- ------ �i , A DRAINAGE EASEMEN -� -- --- - �X lE @ CO VAULT OUTLET, � _ - x - X �_, - 485.94 STA. 30+30.60, 38.15' L 12" lE OUT 448.00 (E) \ lE @ CO - 1. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS #R-4091 ON FILE WITH CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION, COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING FERMI T FOR EA CH L 0 T. 3. ALL TRENCH RESTORATION WITHIN THE CITY OF RENTON RIGHT OF WAY SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL AND ALL TRENCH RESTORATION WITHIN THE KING COUNTY RIGHT OF WAY SHALL BE PER THE KING COUNTY STANDARDS. KING COUNTY AND RENTON RIGHT OF WAYS ARE DELINEATED ON THE PLAN AND PROFILE SHEETS. 4. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. LANDSCAPING NOTE 1. TRACT "A" WILL BE OWNED BY HOA AND VAULT LANDSCAPING SHALL BE MAINTAINED BY THE HOA. AN EASEMENT OVER AND ACROSS TRACT "A" ALLOWING THE CITY ACCESS TO INSPECT AND MAINTAIN THE VAULT AND ALL STORMWATER FACILITIES IN THE TRACT WILL BE RECORDED. 2. THERE SHALL BE A MINIMUM OF 3-FOOT CLEAR RADIUS AT ALL FIRE HYDRANTS. STORMWA TER FLOW CONTROL BMPS LOT LOT AREA MAX. IMPERVIOUS (RES77?IC7ED FOOTPRINT) AREA TO UTILIZE BASIC DISPERSION SUM OF BMP CREDITS 1 12,425 3, 600 700 1,100 2 10,510 3, 600 700 1,100 3 10,208 3, 600 700 1,100 4 9,906 3, 600 700 1,100 5 9,604 3, 600 700 1,100 6 9, 302 3, 600 700 1,100 7 9,000 3, 600 700 1,100 8 9,868 3, 600 700 1,100 9 10, 035 3, 600 700 1,100 10 9,742 3, 600 700 1,100 11 9,449 3, 600 700 1,100 12 9,156 3, 600 700 1,100 13 9,781 3, 600 700 1,100 I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) PIED/ �O OF WASy� SC tic � L 3232GISTE ss/DIAL 8 Bl-D/REC710NAL VANED GRA Wl7H THROUGH CURB INLET STA. 31 +64.58, 22.88' L RIM 455.02 12" lE OUT 452.00 (W) -298 LF 12" PVC ® 1.57% (P107) -25 LF 18" LCPE ® 20.20% (Pl) 1-27 LF 12" PVC @ 0.93% (P7) CS 7 TYPE 2-48" SOLID LOCKING LID STA. 30+2Z 60, 11. 41 ' L RIM 456.37 12" lE IN 44Z75 (W) 12 lE IN 44Z75 (N) 18" lE OUT 44Z 75 (S) 1---33 LF 18" PVC ® 0.43% (P8) /SOLID LOCKING LID STA. 40+05.15, 19.81 ' R RIM 458.15 18" lE IN 447.61 (N) 0 18" lE OUT 447.61 (SE) 58 LF 18" PVC 00.52% (P9) A = 483.26 - = 475.89 /E @ CO x - I CS 9 TYPE 2-48" = 4 72. 75 SOLID LOCKING LID SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING CFGENERA1 NOTES THATSHALL BE W7CORPORATED W THE DRAINAGE PLAN SET. ALL THE NOTES ONTHE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT pR CNVNEk HEREBY REFS RAGO TO IS APPOCAN7, MAY $TRIKF OUT 7RREtEVANT NOTES IF NOT APPLICABLE TO THE PROJE- T HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOT€S, IF ADDITIONAL ITOTES ARE NEEDED FOR SPEC1-iC ASPECTS, THEY SMALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. I 2.rPORE ANY CGNSTRUJCTION OR KVELpPMC;NT ACTIVITY OrCURS, A P'NE"ONSTAUCTIQN MEETING SFALL LTE HELD AMONG THE CRY OF FIENTON, HEREBY REFERRED TO AS THE CrTY, THE APPLICANT. AND THE APPLICANT'S CONTRACTOR. 2. Tm& APPLIC.&JTr SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY. STATE, AND FEDERAL PERMITS PRICK TO CDNSTRUCTfON. 3. ALL STORM DRAINAGE IMPROVEMENTS SMALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST MT3ON OF THE CRY OF RENTON SURFACE WATER DESIGN MANUAL (REWMN SWD111, RENTCN MUNICIPAL CODE "Cl. AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNECJPAL i:011STTRUCTION PREPARED BY WSDOT ANO THE AMERICAN PUBLIC WORK$ ASSOCIATIOR 1APRAI. IT SHALL BE YHE SOLE RESPONSIBILITY OF THE APFUCANT TO -ORRECT ANY ERROR OMISSION CAR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN: THE PLANS -ALL OORRECTIOM" SHALL BE AT NO ADDITIONAL 1 09T TO THE CITY 4. APPROVAL OF THE ROAD. GRADING, PARKING, 9UILDWAG, AND DRAMAGE PLAN DOES NOT CONSTTTUTEAS APPROVAL OF ANY OTHER C43NSTRUffWN (E.G. WATER, SEWER, GAS. ELECTRICAL. ETC. I. PLANS FORSTRUCTURES SUCH AS BRIDGES. VAULTS. AND RETAINING WALLS REQUIREASEPARATE REVIEW ANDAFFRGVAL BY T HE CITY PRIOR TOOONSTRL.GWm THE SuArACAE WATER ORAWi"E SYSTEM SHALL SE COw SrFw0TED ACC4RDmG TO THE APPROVEO PLANS. ANY QEVIA"DON FROM THE APPROVED PLANS WILL REQUWiE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY 3. ACOPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. u THE LOCATIONS OF ALL rYASTING UT%rIES SHIOWN HEREON HAVE MrN FSTABLwSHED BY RaD WRUEY OR OBTAINaFD FROM AVAILA r AGCQRD% AND RRALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY CDMPL.ETE. IT ISTHE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LCCATIONB SHOWN- AND TO FURTHER DISCOVER AND AVOID WAY OTHER UTILITIES NOT SHOVM HGRI;p THAT MAY Sir AFFEr TED BY THE IMPLEMENTATION qF THIS PLAN. THE APPLICANT SHALL RSCORU ON THE As -BUILT ORAWyING$ ALL UNDOCUWENTED LMLITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPOGANT SHALL IM IMED64TELY NOTIFY THE ENGINEER OF RECORD w A CONFLICT EXISTS. 7. VM71CALIDATUM SHALL BE NAVDEB AND HORIZONTAL DATUM SHALLUE NAD 113 (WA STATE PLANE. NORTHk UNLESS OTHERWISE APPROVED BY THE CITY. ;REFERENCE EENCMMAAK. DATUM. AND ELEWi0mS SHALL 6E NOrEO ON THE PLANS S. ALL UTILIYY TRENCH BACKKILL AND WAOWAY 8U95RAtt SHALL 6E GOM PA.OTED TO P5%MAXIMUM DRY IDEN$ItY PER SECTION 2-03.3(14)b-COIMPACT10N WILT M416rLWiE CONTROL TESTF, OF THE M?00T $TANDARD SPECIFLCATIONS. IN PERMEABLE PAVEMENT AND OTHER iNF ILTRATIOH AREAS, ALL TRENCH BACKFILL Sr -IA - I BE FIRM AND UNYIELWNG BUT IN NO 17ASE SHALL 9E Q7MPACrED TO MORE THAN 132%OF MAMAIUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINLkGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKEIDF-OR SURVEY LINE AND GRADE PRIOR TO THE START OFCIONSTRI.017MN. W#IERE S"DW' N ON THE PLWSOR WHERE OMECTEO BY THE CITY. THE ExMImG MANHOLES. CATCH BASINS. OR INLET$ SHALL OF A0JU97EU TO THE GRSAte AS STAKED 11. ALL FLOW CONTROL FAOLVM53HALL 6E 1H5TALQ0 ANC IN OPERATION PRIOR 10. OR IN GCNJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLE55 OTHERWISE APPROVED BY THE CITY. 12. ALL PIK AND IPPURrENnNCES SHALL BE LAID ON A PROPERLY PREPARI;4 FOUNDATION IN ACCORDANCE WITH THE CWIRRENT STATIr OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTICN. THIS SHALL WCLLIDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP GF THE FOUNDATION MATERAL.AS WELL AS PLACEMENT AND ODMIPACTION OF REQUIRED BEDDING 41ATERLAL TO UNIFORM GRADE 90 THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A L44LPORMLY OENSE. yNYI UNW BASE. ALL PIPG BEDDOV. MILS BACKFILL SHALL B6 AS SHOWN ON THE Oln STANDARD PLAN 220.00. NO ip, A41D 220.20.. M. STEEL PIPE SHILL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, CR5 ASIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES 03#ALL 13E FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 201.10. 2E4.20. 2069.36-AND aA.50. 9TRUCTLWZS SWLLE HAVE' • RECTANGLALAF ON ROUND. SOLID LIDS WHEN NDT COLLECTING RL+NOFF. AND OUTSIDE OF T11E ROAOwAY • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURRIGLFrTER LWE. . RCVND, SOLID LEM DISFLAYING THE DIFY LOGO VRHEN WTT HRa THE PUBLIC RIGHT-DF-WAY Oft IN MI EASEMENT TO THE CTrY. PRIVATE STRUCTURE LIDS DUT54DE Pl 1.JC RIGHT.OF-WAY AND E,WSF}IEIITG iO THECiTY SHALL. NOT DISPLAY THE C TV 4OW I h 9UILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE MOTH TABLE 4.1 EASEMENT WID" AND BOLDING SETBAGHI$ NINES OF THE RENT+7N SWyDM. +r. LIES OF MANHOLESECATCH BASINS MT1-m4 PUBLIC RIG►17-OF-WAY SM1.1_ NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVWOG, ALL VANH(yL&CAr0H BASIN RIMS SHALL M A&AJSTED TO BE FLUSH WITH FINLL FINISHED GRADES, UNLESS OT]•ERVASE SHOWN. ' ALL DRIVEWAY CULVERT$ LOCATED WITHIN CrrY RIGWr QF•W'AW SHALL Sr OFSUFFICIENT LENGTH TO PROVIDE A MWIWIUM a T SLCPF FROM THE EDGE OF THE ❑RIWNAY TO THE BOTTOM OF THE DITCH. ufdLfSS OTHEM M.N0TEb, UNAwsNG Is NOT TO SALE {Nis) STD. PLAN - �6T.O14 P1� PUBLIC WORKS SURFACE WATER STANDARD PLAN wp 00 I 9/2I Nboov DEPARTMENT NOTES (1 OF 2) GA� F, ao L-r- DATE SURFACE WATER STANDARD PLAN NOTES; THE FGLLOWING rS A LISTING CFGENERAL NOTES THAT SHAIa BE RICORF"ORATED R{THE DRAINAGE FLAN SET. ALL THE NOTES ONTHIE LIST MAY NOT PERTAIN TO EVERY PAQ*ICT THE APPLICANT OR LONER. HEREBY REFEMeDTO AS APPLICANT, MAY STRIKE CUT IRRELEVANT NOTES IF 140TAPPOCABLE 70'ME PADjE-OT. HOWEVER. THE APPLICANT SHALL NOT REPaJMBER LIAR EDIT THE REMAINING•*DTSE& IF ADDITIONAL NOTES ARE NEEDED FOR SPECWFiC ASPECTS - THEY SMALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 16 ROCK FOR FROSION PROTECr1ON OF RgADStM QITC4ES, WHFAF REWIRED. SHALLBE OF Sj aIMD QUARRY ROCK PLACED TO A I1161ViIIM DEPT41 DF ONE (1) FOOT AND SHALL MEET THE FOLLOWING 3PECIFWATIONS: • 4-E1INCHROCK140-70%PAg91NG: • 2.4 LNCH ROCK 30 •410% PASSING; AND • P LESS THAN P INCH ROCK J 10 - 29%. ASSIN4 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEM SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVTY COLLECTED FLOWS TO THE CCHvEYANCE SY815M OR PLOW CONTROL FACILITY OK THE SITE, UNLESS APPROvEA$v THE CITY F0071NG DRAINS SHALL NOT ESE CONNECTED TO ON-817E SMPS 20 tM END OF EACH STORM OOW4 STUB !;HALL ME CAPPE0. ACLFM UT 10vPY.D Willi A 501-T-LOCKIN4 LID MARKED'STORM-SHALL BE LOCI.ATIEU AT THE PROPERTY LINE OR AT THE POINT OF OONKU QN OF APRIVATF, STORM DRAINAGE (;ONVI=YANI,E SYSTEM P.ER THE CLTY $TANDAJR() PLAN 227.m 21 A.U. STORK SYSTEM EXTENSIONS SHALL BE STAKED FAR LINE AND GRAPE BY A S+AiVEYOR LICENSED IN WVASHINGTON STATE, AND puTS' WEETS SHALL $E pROODE D TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEW4LY•INSTALLED AND NEWLY -REHABILITATED {PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTEDBY SIEMS OF REMOTE CCTV ACCORDING TO THE CITYSTANDARD PLAN 2M.DO. CCTV INSPECT3DN3 AN U REPORTS SHALL BE SL16MITTED TO THE CITY PRIOR TQ RECEIVING APPROVAL TO INSTALL PR[,JECT CURDS.4DUT'MNS ANDOO R PAVEMEN7 23 ALL STORM SYSTEMS AW 00MECT10149 TO EMSTINO MAINS SHALL LIE r E5TED IN ACCORDANCE WRTi $ECT19N 7-04.3(T 10F THE 05DOT STANDARD $PEGIFICA110H6 AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAMIE TIME THE MAIN STORM IS TESTED. 24 FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.)OF THE DEVELOPMENT SITE. TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTEHi3 DUFF LAYER ANU NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN AC _GF0AATCE VATiiBTANDARD PLAN 464-M. T I R N T N T 7 I T TI I TY ZS ISSUANCE OF THE LWLI1Lp NG 0 GQ S RL+CTIp PERMITS 9Y HE CITY DOES MOT RELIEVE 7HE APFL CANT OF THE CON NU NG LEGAL QBL14ATION ATIO+OR4 LIA$ILI DDINNEGTPD MTN STORKMATER DISPOSAL. THE CITY DOES NOT ACCEPT MAY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 20 ADEQUATE SAFEGUARDS SAFETY DEYTCES PROTECTIVE EQUIPMENT FLAGGERS-AND ANY OTHER A07w414S NEEDED TO PROTECT THE LIFE HEALTH AND SAFETY OF THE PUBLIC. AND TO PROTECT PROPERTY IN GUNfiECTRON WITH THE PERFORMANCE OF WYORK SHALL 6E PROVIDED ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY LHTERHUPTHORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC GOHTRDL PLAN APPROVED BY THE CITY. ALL SFCTTQNS OF THE WSDQT STANDARD SPECIFICATIONS 1-1 D TEMPORARY TRAFFIC CONTROL SHALL APPLY- 27. PRCUECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA PAPA] SHALL COMPLY WITH SPECIAL REOUIP.ENENT 16 OF THE RENTON SWDM AND AGULFER PROTECTION REGULATIONS (RIND 43450). 2& PLACEMENT OF SURFACE APPURTENANCES {CATCH &4SIN•7dANHOLE LIDS. CLE ANOUTS, INLETS, ETC. h IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES. OWE LANES. SIDEwALIK& AND i; O WALKS SHALL BEAvOOED w1ENEYER POSOMLE. ANY SURFACE APpuRYT6faAWE MACEOINA SIDEWALK ORCROSSVPAU(SMLL BE FITTED WITH A NONSLIP OR NON-SKID LLD PER ADA REQUIREMENTS. 29. Q FARL'r LAL3£L PUBLIC AND PAIvATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTbIN4d.D BY THE APPLICANT. M MINIMUM OVEER QVER-STORM DRAINAC;E PIPE SHALL C;W(;GM TO TABLE 4 2.1 A2 OF THE RENTpLT $W'DM. iT CONSTRUCTED PERMEABLE PAVEMENT S+fALL BE PERMEABLE ENOUGH TOADWRB WATEI AT AiMiNiMUM RATE OF M iNOHES PER HOUR IMIIAEDIATELY AFTER THE PAVEMENT HAS EEEN WETTED COM71NUOUSLY FOR AT LEAST 18 MINUTES. COMPLLANCE WITH THIS MINIMUM RATE SMALL BE CHECKED PPJOR TO CCHSTRUCTICN APPROVAL OF THE PAVEMENT. COMPLIANCE MAY 13E C11ECKED USING A SIMPLE BUCKET TEST IN WHICH 5GALLGNS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. FF 0AYA,MINOR AMOUNT OF WATER PONDS OIR RUNS OFF THE SURFACE. THEN THE PAVEMENT IS CONSIDERED TO MEET rHE MINIMUNA RATE OF AEGORPT16N. AT LEAST OW TEST SHALL BE cowmICrm PER i O W9 SQLJARIr FEET OF PERMEA9Ljl� PAvFMENT IF THIS TEST IS NOT OONICLIISIVF. THEN ANOTHER TEST PER ASTJA C1701 SHALL BE CONDLA'TED. FOR LARGE AREAS (E.G., PARKING AREAS], TESTING OBSERVATION MAY HE ACCDNARLISHED WHILE WALKING BEHIND SLOWLY MOVING WATER TRUCTL OISUTARGINO WATER AT A RATE SIMILAR TO THE U"ET TEST. PERMEABLE PAVERS SHALL 6E TESTED USING ASTM G 1181. 1 CITY COMMENTS 11>12.19 D.R. STRONG 2 INTAKE COMMENTS CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 N 0. REVISION UNLESS OFHERWISL N011 D, DnAWING IS NOT TO SCALE in) STD. PLAN - 267.30 PUBLIC WORKS SURFACE WATER STANDARD PLAN PRp mP: DEPARTMENT NOTES (2 OF 2) GAZ 9/28/2018 I i.r.. DATE YLP 02.14.20 YLP SURVEYED: DJC SCALE: AS NOTED YLP 06°16°21 YLP DESIGNED: YLP YLP 08.13.21 YLP DRAWN: GLB ONE INCH CHECKED: YLP AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVE v STA. 40+51.52, 15.03' L RIM 45Z 66 18" lE IN 44ZJI (NW) 18" lE OUT 44ZJ1 (S) SEE RIGHT VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 QATUM SEE LEFT I o II III, I' � o � I U) I I� CL i , a I 1111'' I ' aI n I ' N I I � I' 30' U71LI TY EASEMENT REC. NO. 20210406000762 J I II 54 00 - I I I I I I I I I I I I I - I � I � i I I I I I I I I I I I �Of00 I I I I I I I I I I I 1 I O 0 a VL. J oW I I I I I I I I I I 1 IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. PRI VA TE DRAINAGE EASEMENT NOTE: PRIVATE DRAINAGE EASEMENTS TO BE GRANTED IN FRONT 10-FEET OF LOTS ON WHICH STORM STUBS BENEFITING AN ADJACENT LOT CROSS. FINAL LOCATIONS TO BE SHOWN ON FINAL PLAT. LOT RUNOFF NOTE: RUNOFF BETWEEN ADJACENT LOTS TO BE HANDLED DURING INDIVIDUAL BUILDING PERMITS PRI VA TEL Y MAINTAINED STORM ELEMENTS• 1. ALL STORM DRAIN STUB -OUTS TO BE PRIVATELY MAINTAINED. 2. ALL PRIVATE STORM CONNECTIONS TO BE PERFORATED STUB -OUTS. PUBLICLY MAINTAINED STORM ELEMENTS: ALL CATCH BASINS AND PIPES WITHIN EXISTING RIGHT-OF-WAY, FUTURE RIGHT-OF-WAY, TRACT A, TO BE PUBLICLY MAINTAINED. UTILITY CROSSING NOTE.• SEE SHEET C39 FOR UTILITY CROSSING DETAILS W/ SOLID LOCKING LID STA. 42+98.94, 15.03' L RIM 464.78 18" lE IN 446.06 (N) 18" lE OUT 446.06 (S) CLEANOU T SCHEDULE LOT FG /E DEPTH TO lE 1 508.03 505.03 3.00 3 498.52 494.02 4.50 4 490.53 486.03 4.50 6 474.42 469.42 3.00 7 466.29 462.25 4.04 10 477.13 472.13 5.00 12 493.23 488.23 5.00 13 501.11 496.11 5.00 PR/ VA TE CB SCHEDULE LOT RIM /E 2 505.50 502.50 5 484.07 481.07 8 459.23 455.92 9 468.87 463.87 11 485.28 480.28 CB 11, MANHOLE W/ SOLID LOCKING LID CB 12 TYPE 2-48" STA. 46+48.38, 12.22' L W/ SOLID LOCKING LID RIM 472.42 STA. 81+11.55, 9.86' L 18" lE IN 444.33 (N) RIM 456.56 " " 18 /E OUT 444.33 (E) /E IN 443.83 ( W) 1818" lE OUT 443.83 (E) 100 LF 18" PVC ® 0.50% (P12) 102 LF 18" PVC ® 4.61X (P13) _ f o - ----+- f 8.81 - SO OU7FALL, RIP RAP + OU7FALL PROTECTION 8.5 x12 x2' STA. 82+13.93, 9.35' L 18" lE 439.11 R-409116_ IAI I"IIKAQI IAAI!"C \AIITLJ I"ITV 11C E)CAITIIAI CTAAIflA Mf1 T C) m , �J OD Q J S � 0 SURFACE WATER UTILITY Q N O FRT H krevans 10/01 /2021 J GRAPHIC SCALE 0 20' 40' 80, DEVELOPMENT ENGINEERING Aoftk njanders 10/01 /2021 ' 1 INCH = 40 FT. C TY OF MAPLE HIGHLANDS R E N TO N STORM DRAINAGE PLAN Planning/Building/Public Works Dept. -A- 0 2 W DATE: 09.05.19 � FIELDBOOK: PAGE: IIRAWINr N(1• 16210 SE 134TH STREET C 16 RENTON, WASHINGTON 98059 SHEET 16 OF.41 DRS PROJECT NO. 17020 z Q J 0 LLJ n CQ G w Ld z Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) �. P I ED/ �O of WASyl sC tic 5 32 ONAL s NE 9/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS I I 37 LF 12" LCPE 0 1.36% (P204) I. of . CB 204, TYPE 1L STA. 15+06.78, 12.17' R % RIM 509.13 II - _ 12" 1E OUT 506.00 (SE) � o _- - - - - - - - - - - - - - - - - - - - - - - - - - I, FINE -- I - -i 16+53.6q 515 495 490 O O L6 Q C/)0) W� W 1_621VD A VE 16+00 15+ 00 7C6 104, TYPE 1L STA. 20+68.28, 12.17' L RIM 508.64 12" 1E IN 505.50 (NW) 12" 1E OUT 505.50 (S) 20 LF 12" LCPE 0 0.98% (P104) L.P. ELEV = 509.48 L.P. STA = 15+04.63 PW STA = 15+19.63 PW ELEV = 5OZ 03 A.D. = 9.07% K = 24 220.00' VC t vl I d CB 4, TYPE 1L STA. 20+6Z79, 8.17' R TRACT B RIM 508.73 TREE RETENTION 12" 1E IN 505.30 (SW) NOT PART OF PROJECT AREA 12" 1E IN 505.30 (N) TAX PARCEL #1457500026 12" 1E OUT 505.30 (E) v� ° q 36 LF 12" LCPE 0 4.67% (P5) I - 108 LF 12" LCPE 0 1.39% (P6) -- CB 5, TYPE 1L STA. 14+34.78, 12.17' R RIM 510.14 12" 1E IN 50ZOO (S) 12" 1E OUT 50ZOO (NE) 0 0 O (N f e PROFILE 0 IF OF ROAD hIN, � h FINISHED GRADE o ^ II PROFILE 0 12 OF ROAD Q Q W -------------- - -------------------- PR0 SED *AIR , LJ CI TY OF KING RENTON COUNTY R. 0. W. R. 0. W. M M 14+ 0013+0 co -- C:) CB 6, TYPE 1 STA. 13+26.71, 12.17' R RIM 511.55 12" 1E OUT 508.50 (N) I Q H.P. ELEV = 512.36 + ` H.P. STA = 13+60.08 .} ^ PW STA = 13+5Z 16 w PW ELEV = 513.39 A. D. = 8.32% LU K = 12 100.00' VC CB 5, TYPE 1L STA. 14+34.78, 12.17' R RIM 510.14 CB 6, TYPE 1 12" 1E IN 5OZOO (S) STA. 13+26.71, 12.17' R - 12" 1E OUT 5OZOO (NE) RIM 511.55 - ------------ - 36 LF 12" LCPE 0 4.67% (P5) 12" lE OUT 508.50 (N) CB 204, TYPE 1L CB -TYPE 1L------8" PROPOSED SEWER STA. 15+06.78, 12.17' R STA. 20+6Z79, 8.17' R -- RIM 509.13 RIM 508.73 12" 1E OUT 506.00 (SE) 12" 1E IN 505.30 (SW) 12" 1E IN 505.30 (N) 12" 1E OUT 505.30 (E) 20 LF 12" LCPE 0 0.98% (P104) 37 LF 12" LCPE 0 1.36% (P204) CB 104, TYPE 1L STA. 20+68.28, 12.17' L RIM 508.64 12" 1E IN 505.50 (NW) 12" 1E OUT 505.50 (S) 162NDI AVE SE EN ti rr. 515 4* 510 505 G 495 N O FRT H GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. 490 HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL x r N o h ^ M ►� `� �0 DO �h O O �0 cp 0) 00 ►� �O h v> O Cb co Cb ^ cp Cb °' ►� ^ Cb co kj o nl o o O 0 O 0 o> O CO o; O of o; O of O O o� O O '; N N N cV � O � O O L5 w to w h w h w to w � w t w to 16+53.66 16+40 16+00 15+60 15+20 14+80 14+40 14+00 13+60 13+20 UTILITY CROSSING NOTE: O UTILITY CROSSING SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS 1 CITY COMMENTS 11.12.19 YLP 02.14.201 YLP SURVEYED: SCALE: wC VERTICAL: NAVD 1988 D.R. STRONG 2 INTAKE COMMENTS YLP 06.16.21 YLP DESIGNEDAS NOTED HORIZONTAL: NAD 1983/1991 Y� CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 YLP 08.13.21 YLP DRAWN: ENGINEERS PLANNERS SURVEYORS GLB ^- ONE INCH neT'm 620 - 7Ih AVENUE KIRKLAND, WA 98033 CHECKED:YLP AT FULL SCALE awe, v IF NOT ONE INCH 0 425.827.3063 F 425.827.2423 N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY YLP C TY OF RENTON U'R vilkw Planning/Building/Public Works Dept. a) 2 O U) 13+00 R-409117 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn p SURFACE WATER UTILITY Ar, , IL z krevans 10/01 /2021 Q J [nja:nders EVPMENT ENGINEERING v r 10/01 /2021 = LU DATE: MAPLE HIGHLANDS 09.05.19 162ND AVE SE STORM DRAINAGE PLAN AND PROFILE FIELDBOOK: PAGE: DRAWING 16210 SE 134TH STREET C 1 7 RENTON, WASHINGTON 98059 SHEET 17 OF-41 DRS PROJECT NO. 17020 VJ n z J 0 J n Q UTILI TY CROSSING NOTE.• 20 00 O UTILITY CROSSING SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) �. PIED/ �O o f wAS&I `sC' tic 53232 ONAL 8 515 510 505 f f 495 490 r NE 9/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS PROFILE 0 C OF H.P. ELEV = 508.27 H.P. STA = 21+04.14 PWSTA =21+76.64 PW ELEV = 506.82 A. D. = 9.50% K = 15 145.00' VC O N + 0o EXIS77NG GRADE ---------------------------------- ----- �'PROFILE ® OF ROAD � -- I°R�OS£D WA7FR ECPE ®��95jr � _ CB 4, TYPE 1L STA. 20+6 Z 79, 8.17' R RIM 508.73 12" IE IN 505.30 (SW) 12" IE IN 505.30 (N) 12" IE OUT 505.30 (E) 20 LF 12" LCPE 0 0.98% (P104) CB 104, TYPE 1L STA. 20+68.28, 12.17' L RIM 508.64 12" IE IN 505.50 (NW) 12" IE OUT 505.50 (S) Ln If) 20+00 20+40 20+80 21+20 1 CITY COMMENTS 11.12.19 D.R. STRONG 2 INTAKE COMMENTS CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 ENGINEERS PLANNERS SURVEYORS 620 - 7Ih AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 NO. REVISION CB 3, TYPE 1 STA. 21 +89.27, 12.17' R RIM 503.84 12" IE IN 500.50 (W) 12" IE IN 500.50 (N) 12" IE OUT 500.50 (E) 24 LF 12" LCPE 0 1.23% (P103) CB 103, TYPE 1 STA. 21 +89.27, 12.17' L RIM 503.84 6" IE IN 501.30 (N) 12" IE OUT 500.80 (S) Q � Q) 21+60 YLP 02.14.20 YLP SURVEYED: DJC YLP 06.16.21 YLP DESIGNED: YLP YLP 08.13.21 YLP DRAWN: GLB CHECKED: YLP BY I DATE I APPR APPROVED 0 o Q) o o h h � 22+00 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY a) 2 O N C 22+40 22+60 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 QATUM 515 510 N 505 V Q vl LAJ 500 t` vl Q 495 490 N O RT H GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 485 0 2.5 5 10 1 INCH 15 R-4091 18 VERTICALL IN COMPLIANCE WITH CITY OF RENTON STANDARDS C TY OF RENTON U'R viltw Planning/Building/Public Works Dept. SURFACE WATER UTILITY krevans 10/01 /2021 DEVELOPMENT ENGINEERING njanders 10/01 /2021 DATE: MAPLE HIGHLANDS 09.05.19 ROAD A STORM DRAINAGE PLAN AND PROFILE FIELDBOOK: PAGE: 16210 SE 134TH STREET C 18 RENTON, WASHINGTON 98059 SHEET 18 OF41 DRS PROJECT NO. 17020 , LJ Cn 0 z Q J _0 LU 5Q L , LJ W J n Q DRS PROJECT NO. 17020 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) UTILITY CROSSING NOTE: O UTILITY CROSSING SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS PI Ep/ �O OF WASy/ SC tic 3232GISTE Ss�ONAL 13,21 8 NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. AMPLE HIGHLA CB 201, TYPE 1 I 44 BI-DIREC77ONAL VANED GRATE WI7H 7HROUGH CURB INLET STA. 31 +95.34, 23.26' L 7 8 RIM 455.11 T I 12" 1E OUT 451.60 (W) a CB 101 TYPE 2-48" STA ° - . 26+10.29, 11.41' L ° --=--- a - ---T-- - - RIM 456.69 298 LF 12" PVC 0 1.57% (P107) 72" IE IN 451.25 (£) 6" IE IN 451.75 (N) 12" IE OUT 451.25 (S) � -R AD A 9 223 LF 12" LCPE 0 1253% (P2) ° CB 1 TYPE 2-48" ° ° STA. 26+ 10.29, 12.93' R- (/� 9 RIM 456.64 12" IE IN 451.00 (W) . --� -_ __-_-_ -. 12" IE IN 451.00 (N) \I L 12" IE IN 451.00 (E) g 1 18" IE OUT 450.50 (S) 35 LF 12" LCPE 0 2.8. (P301 25 LF 18" LCPE 0 20.20% (P1)-` -------- - -- -- --------------- 9�-------VAULT - ------------- -U----------- INLET,-- ----U--------------- - \ II ----- STAIIII.6'90 i'a - ------------18IE IN 445.50(N) n II I`Q1Vi - ------------== ------1 I - _--------Ai ------------ - Jl ---- '------ 4-------------------- ------ LI-----------------A II ' II STORM �--------- ii------------------- Ll------------------- I h\ 11 r�------ II ---------=--------II ------------ - lT- (I -------- ---------- I I I o o I }r------------------7i--------- IIij-------- ----------rj----------------- II --------------it------- I ------Y'----------1IFI IL ---- -------' �� ------------U------------------- 26+91.06 1 35 LF 12" LCPE 0 1.01% (P201) 24 LF 12" LCPE 0 1.03% (P101) CB 301, TYPE 1 8I-DIREC71ONAL VANED GRO WITH 774ROUGH CURB INLET STA. 31 +64.58, 22.88' L RIM 455.02 12" IE OUT 452.00 (W) 475 - - -- _ EXISTING GRADE L.P. ELEV = 455.40 L.P. STA = 26+44.88 PROFILE ®� OF ROAD PW STA = 26+2Z29 P14 ELEV = 454.98 -" -- -_ 3. A.D. = 150% K = 4 + 470 50.00' VC N ' FlNISHED GRADE N N N Q h II Z� PRORLE 0 IC OF ROAD 465 ? ,jd- co di 4i 4t Q 11 40,E Q F ®% �S Q J co O � W � �•o?J B o � ro. _� R�� V LF 12" LCPE 0 2.88% (P301) 460 q� �, ^ N I 2.00% \' 455 p II I 450 CB 1 TYPE 2-481 35 LF 12" LCPE 445 STA. 26+10.29, 12.93' R 0 1.01% (P201) RIM 456.64 CB 201, TYPE 1 12" IE IN 451.00 (W) BI-DIRECTIONAL VANED GRATE 12" IE IN 451.00 (N) WITH THROUGH CURB INLET 12" IE IN 451.00 (E) STA. 31+95.34, 23.26' L 18" IE OUT 450.50 (S) 24 LF 12" LCPE RIM 455.11 CB 101 TYPE 2-48" 0 1.03% (P101) 12" IE OUT 451.60 (W) 440 STA. 26+10.29, 11.41' L 25 LF 18" LCPE RIM 456.69 0 20.20% (P1) CB 301, TYPE 1 12" IE IN 451.25 (E) BI-DIRECTIONAL VANED GRATE 6" IE IN 451.75 (N) WITH THROUGH CURB INLET 12" IE OUT 451.25 (S) STA. 31+64.58, 22.88' L ROAD A RIM 455.02 12" 1E OUT 452.00 (W) d- N-� �� NI-d- 24+80 25+20 1 CITY COMMENTS 11.12.19 D.R. STRONG 2 INTAKE COMMENTS CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 ENGINEERS PLANNERS SURVEYORS 620 - 7Ih AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 N 0. REVISION 25+60 26+00 YLP 02.14.201 YLP SURVEYED: DJC YLP 06.16.21 YLP DESIGNED: YLP YLP 08.13.21 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVE 26+40 26+80 26+90 475 470 465 460 455 450 445 =0 SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 C T Y OF RENTON ONE INCH neT'm AT FULL SCALE aw�,v Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY T C) m , LJ H • H 00 Q J NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 mul.rerjElaw VERTICAL R-409120 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 SURFACE WATER UTILITY Z krevans 10/01 /2021 Q J DEVELOPMENT ENGINEERING _� I _v n'anders 10/01 /2021 ' 1 = LU MAPLE HIGHLANDS DATE: 09.05.19 ROAD A STORM DRAINAGE PLAN AND PROFILE FIELDBOOK: PAGE: L 16210 SE 134TH STREET DRAWING C20 RENTON, WASHINGTON 98059 SHEET OF: 20 41 DRS PROJECT NO. 17020 UTILITY CROSSING NOTE: O UTILITY CROSSING SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) \0 �F WASy� SC tic 3232Is E Ss�ONAL 8 CB 201, TYPE 1 DIRECRONAL VANED GRATE WITH THROUGH CURB INLET STA. 31+95.34, 23.26' L RIM 455.11 3 33+26 I1�zm NE 9/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS STA. 26+ 10.29. 12. 93' R KING COUNTY R.O. W. CITY OF I 33+60 33+20 32+80 32+40 32+00 31+60 31+20 30+80 30+40 30+00 29+60 LN j Lffim. jmn;mmU1i-s*- D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7Ih AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 CITY COMMENTS 11.12.19 YLP 02.14.20 YLP SURVEYED: SCALE: DJC VERTICAL: NAVD 1988 2 INTAKE COMMENTS YLP 06.16.21 YLP DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 3 CITY COMMENTS 07.27.21 YLP 08.13.21 YLP YLP DRAWN: GLB ONE INCH �TUM CHECKED: AT FULL SCALE awe, v YLP IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY YLP NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL R-409121 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY I krevans 10/01 /2021 W] E PMENT ENGINEERING rs 10/01 /2021 (DI DATE: C TY OF MAPLE HIGHLANDS 09.05.19 164TH AVENUE SE STORM DRAINAGE PLAN AND PROFILE FIELDBOOK: RENT 0 N PAGE: DRAWING NO: Planning/Building/Public Works Dept. 16210 SE 134TH STREET C21 RENTON, WASHINGTON 98059 SHEET: 21 OF41 , LJ 00 T J Cn I) z Q J _0 LU 5� G DRS PROJECT NO. 17020 c/) UTILITY CROSSING NOTE: Q O UTILITY CROSSING z SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS Q YC� ONFLI U T/LAN NOTE:THE = TG R SHALL C RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 LL] AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS J OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND Q ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) �. P I ED/ �O of WASy/ sC tic 53232-CIS E �SS/0NAL 8 KING COUNTY R. 0. W. Cl TY OF RENTON R.O. W. 40+ 0 30 00 NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. � I MAPLE HIGHLANDS 1 ; KING i COUNTY i R. 0. W. INSTALL SILT FENCE AND STRAW — WATTLES AS NEEDED TO PROTECT ADJACENT PROPERTY. MAINTAIN KING CITY OF ACCESS TO EXISTING RESIDENCES COUNTY RENTON W. © - - - M R. 0. R.O. W. 247 LF 18" PVC ® 0.51% (P10) NZIME N CB 9 TYPE 2-48" 41+00 SOLID LOCKING LID STA. 40+51.52, 15.03' L +80 RIM 45Z66 18" 1E IN 44ZJI (NW) 18" 1E OUT 447.31 (S) 58 LF 18" PVC ® 0.52% (P9) SOLID LOCKING LID STA. 40+05.15, 19.81' R - — — — RIM 458.15 18" IE IN 44Z61 (N) 18" IE OUT 44Z61 (SE) _-----___---/-- _----------------- -- - LQ o i I �- / I 4 +00 164THA I/E SE 42+00 30' U71LlTY EASEMENT REC. NO. 20210406000762 CB 10 TYPE 2-48" vi W/ SOLID LOCKING LID STA. 42+98.94, 15.03' L RIM 464.78 ------ 18" lE IN 446.06 (N) Tit 18" 1E OUT 446.06 (S) I 349 LF 18" PVC ® 0.50% (P11. KING COUNTY R. 0. W. WORK WORK SHOWN IN THIS AREA WITHIN 164TH AVE SE IS IN KING COUNTY RIGHT OF WAY. A PERMIT WILL RE REQUIRED FROM KING COUNTY PRIOR TO THE START OF WORK. RESTORATION WITHIN KING COUNTY RIGHT OF WAY SHALL COMPLY WITH KING COUNTY ROAD STANDARDS. ALL TREES SCHEDULED FOR REMOVAL IN KING COUNTY RIGHT OF WAY WITH AN OUTSIDE DIAMETER OF MORE THAN 4—INCHES SHALL BE MARKED IN THE FIELD AND APPROVED BEFORE REMOVAL. 475 475 ----------------------------- --------------- 470 470 ---------------------------------------------------- 465 "" 465 XIS77NG GRAD U PROFILE ® 12 OF ROAD 460 - ' - 460 W -------------------------------------------" � 455 4,55 450 450 247 LF 18" PVC ® 0.51% (P10) 445 33 LF 18" PVC ® 0.43% (P8) I 440 CB 8. TYPE 2-48" SOLID LOCKING LID STA. 40+05.15, 19.81' R RIM 458.15 18" 1E IN 44Z61 (N) 18" 1E OUT 44Z61 (SE) 39+80 40+00 AM ',[Lffiv-.jmn;mm9,i-s* - J-) SOLID LOCKING LID STA. 40+51.52, 15.03' L RIM 45Z 66 18" IE IN 44ZJI (NW) 18" IE OUT 447.31 (S) 1 64 TH A VENUE SE OFFSI TE cv M ca ^ rn N ^ c0 ^ C4 co co co Do N CQ o) of d LO 0)N N N Ln Ln Ln O1 Ln Ln co co co Ui " °; 40+40 40+80 41+20 1 CITY COMMENTS 11.12.19 D.R. STRONG 2 INTAKE COMMENTS CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 ENGINEERS PLANNERS SURVEYORS 620 - 7Ih AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 N 0. REVISION 41+60 42+00 YLP 02.14.20 YLP SURVEYED: DJC YLP 06.16.21 YLP DESIGNED: YLP YLP 08.13.21 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED 42+40 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY W/ SOLID LOCKING LID STA. 42+98.94, 15.03' L RIM 464.78 18" IE IN 446.06 (N) 18" 1E OUT 446.06 (S) 42+80 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 QATUM 43+20 C TY OF RENTON U'R vilkw Planning/Building/Public Works Dept. 445 mrij Q NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL , LJ 00 Q J 1 43+60 R-409122 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 00 SURFACE WATER UTILITY z krevans 10/01 /2021 ''� Q J [njavnders EELOPMENT ENGINEERING 0 10/01 /2021 wi z: LU DATE: MAPLE HIGHLANDS 09.05.19 164TH AVENUE SE OFFSITE FIELDBOOK: DRAINAGE PLAN AND PROFILE PAGE: 5 DRAWING N0: ` 16210 SE 134TH STREET C22 RENTON, WASHINGTON 98059 SHEET OF: 22 41 DRS PROJECT NO. 17020 , LJ W J n Q DRS PROJECT NO. 17020 , LJ W J n Q DRS PROJECT NO. 17020 8' OPENING SEE STRUCTURAL PLANS FOR DETAILS 4' OPENING SEE - STRUCTURAL PLANS FOR DETAILS - 6" INLET 453.50 FRAME AND 24" (f ROUND SOLID COVER Q MARKED 'DRAIN" WITH z LOCKING BOLTS (TYP.) Q /BOV 446.83 I� 6 "0 PERFORA TED P VC �.J VAUL T FOOTING DRAIN Uj J Q /BOV 447.50 © PER/METER OF UPPER CELL LADDER (TYP.) 4' OPENING SEE STRUCTURAL PLANS FOR DETAILS IBOV 446.83 12" VENTILATION PIPE (TYP.) (SEE STRUCTURAL PLANS FOR DETAILS ROAD A Z'Xx100, G A ®` 4p -SQUARE AS'C�SS HATCH IBOV 446.83 rB - - ii it �\ \\ I -----�---- II-�----/---- �'----- ---- � - -- ------ --- 18" INLET 445.5 I - --- --------- ►V----------------- at ----- 1------ f -1I�L� Ir1'I ii II\ ----- I O V 441.00 ---------1--------- - LL----- -- --\ ---------------------------------- �� -- ---- I l� ii �� E . 441.67 (� --------- I---------1f---- �- It r AT HIGH --------- ---------- tr--------- I---------7T---r- - -----{--r,------�?I-I------ P lNT I I � ------1-I I�- PA -------- ----- - -------+htl A I 5Z_ j 5q a+ / -� ---- � fi �-- --� ----- - MIN. MIN. „ MIN. MIN. ii ---------I--------tL i --- Atr---- -- ----- a----- --1 ------------------1L------------------�� - I --}�- I ol- I ii o -i-------------------I!\----------------1 - --- i I CI' _________ ii C „ I r„1 � l OV 441.6 N I i II �� \ - H v 1 ---- I O PER/METER ii-------�--- �� \ -"-t I OF LOWER rr- �" r t� -11 C LL ------------------�� I--------- - I u Oa I------ 1 II -- --- ----: r-- ---------�--------- t�-------- -I ii �-----�------I- � ��I 8' o�ENiNc sEE �_"__ _ J ___L�____1____ ----- STRUCTURAL I STRUCTURAL PLANS 1 ti r it I �� 1 /- -- I FOR ETAILS I ---------t�----------------- At----� 111 --J---------1L----------------al-----1--I------- ------ -a ----- GRATE n " _ "t _ 5 x 10' WITH 24 -------------- -----I--------- i-----------ti------ �---/ QUA R CCESS HA R ------- -� 1 it C ii 59 I 59 ii 11 ii---------------- 1t"MnV.___1Ir--MIIV.-- 11r 12" UTLET 448.00 u �� -------------------- I--------- ------ -----------------7T--------- ------ n -----/---- ------ ii-----/- --\\ -- it--- �! -- �\ --- i ---�/ ---� / LL__ -- - �+ y ----------- }i /--- ------ - - --------- 19.75' 19.75' 19.75' 19.75' IBOV 446.83 /BOV 441.00 /BOV 441.00 LB VAULT DETAIL 1 `20' 18" INLET 445.50' FROM CB 1 SECTION B-B 1 "=5' VAUL T DIMENSIONS NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS 5 x10' GRATE W/ LADDER & 24" SQUARE 5'x10' GRATE W/ LADDER & 24" SQUARE RIM EL= 460.90 RIM EL= 460.90 LOCKABLE HINGED ACCESS HATCH LOCKABLE HINGED ACCESS HATCH FRAME AND 24" ROUND SOLID COVER SEE NOTE 3 SEE NOTE 3 MARKED 'DRAIN" WITH LOCKING BOLTS (TYP.) RIM 459.90 FINISHED GRADE 459.90 1 71- 1 TOP OF VAULT 456.00 (TYP.) 6" INLET 453.50' TOP 454.00r � 1 OF DETENTION Z 1.0' FREEBOARD Z 1.0' FREEBOARD e o= o= oza oza � cd�C) �Q a I TOP OF SEDIMENT STORAGE EL. 448.00 V EL. 44750 59 MIN. 5% MIN. 9' MIN._ ,5y MIN. ------------------------------------------------------------------- - --- -- 18" INLET 445.50'O 0.5' SEDIMENT STORAGE (TYP.) 0.5' SEDIMENT STORAGE (TYP.) o -k o Lu �a �o L6 � y y EL. 442.50 I L N O RT H EL. 441.67 57 MIN._ _590 MIN. 59 MlIV _ _51 MIN. I FRAME AND 24" ROUND SOLID COVER MARKED 'DRAIN" WITH LOCKING BOLTS (TYP.) RIM 459.90 SECTION A -A 1 "= 5' 1.0' AVERAGE SEDIMENT STORAGE (TYP.) ` 1.0' AVERAGE SEDIMENT STORAGE (TYP.) 5'x10' GRATE W/ LADDER & 24" SQUARE RIM EL= 460.90 LOCKABLE HINGED ACCESS HATCH SEE NOTE 3 FINISHED GRADE 459.90 TOP OF VAULT 456.00 (TYP.) 454.00 TOP T-------------- OF DETENTION 0 1.0' FREEBOARD 16 W� 0 12" OUTLET 448.00 - o= �a W h -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------- TOP OF SEDIMENT STORAGE EL 442.50 -V --------------------------------------------------------------------------------------------- - �5y 59 MlN'1.5 MIN._ � 1.5q - 1.0' AVERAGE SEDIMENT STORAGE (TYP.) INTERNAL DIMENSIONS OF VAULT. 112j00'(L) X 80.50 (W) SEE STRUCTURAL PLANS FOR EXTERNAL DIMENSIONS OF VAULT Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1 D'S� DETENTION SUMMARY SHEET STAGE STAGE LIVE STORAGE VOLUME CF WATER QUALITY STORAGE VOLUME CF STORM EL. REQUIRED PROVIDED AS -BUILT REQUIRED I PROVIDED I AS -BUILT TO TA 454.00 52,560 53, 088 18,927 1 24,332 100 YEAR 454.04 52,910 53, 442 25 YEAR 453.66 49,582 50,080 10 YEAR 452.80 42,048 42,470 2 YEAR 1 451.39 29,696 29,995 1 CITY COMMENTS 11.12.19 D.R. STRONG 2 INTAKE COMMENTS CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 ENGINEERS PLANNERS SURVEYORS 620 - 71h AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 NO. REVISION VA UL T NO TES: 1. ACCESS OPENINGS SHALL BE POSITIONED A MAX. OF 50 FT FROM ANY LOCATION WITHIN THE VAULT, AND AT THE INLET AND OUTLET. 2. IBOV = INSIDE BOTTOM OF VAULT ELEVATION. J. VAULT GRATE TO INCLUDE 2x2' HATCH DESIGNED FOR EASY OPENING. 4. WALL OPENING DIMENSIONS TO BE DETERMINED DURING STRUCTURAL ANALYSIS. 5. 12" VENTILATION PIPES SHALL BE CAPPED OR OTHERWISE COVERED SUCH THAT MAINTENANCE PERSONNEL CAN REMOVE (AND REPLACE) CAPS FOR ARTIFICIAL VENTILATION PURPOSES. 6. DETENTION VAULT TO BE PUBLICLY MAINTAINED. NO TE•• SUBMITTED TO THE BUILDING DEPARTMENT.` A^SEPARATE BUILDING PERM/T APPLICATION WILL BEvy .,_ REQUIRED FOR THE CONSTRUCTION OF THE VAULT. YLP 02.14.201 YLP SURVEYED: DJC SCALE: AS NOTED YLP 06.16.21 YLP DESIGNED: YLP YLP 08.13.21 YLP DRAWN: GLB ONE INCH CHECKED: YLP AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM • C TY OF RENTON Planning/Building/Public Works Dept. EL. 442.50 EL. 441.67 12" OUTLET 448.00 EL. 442.50 EL. 441.67 R-409125 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY Ar,,,,% krevans 10/01 /2021 %S�# DEVELOPMENT ENGINEERING njanders 10/01 /2021 ' DATE: MAPLE HIGHLANDS 09.05.19 VAULT DETAILS FIELDBOOK: PAGE: 16210 SE 134TH STREET C25 RENTON, WASHINGTON 98059 SHEET: OF: 25 41 DRS PROJECT NO. 17020 T 0 X U H • H OD Q J Cn r) z Q J LU I..L 5Q L w Q z J L RENTON O DRAIN %� 1/2" LETTERING BOLT HOLES -3PLACES EQUALLY SPACED 120" APART ON 23 1/16" DIA. B.C. (1) V DIA_ PICKHOLE of AM 111cw 1 1/4" LETTERING Cn 0 z25" DIA 3l4" J 2 21/z„ 8 3/4" (TYP.) COVER SECTION VIEW I..L 26 1/2" DIA. 25 1/4" DIA. 1/4" DIA. NEOPRENE GASKET 1 SIS" 23 3/8' DIA. CL OPEN 27 5/16" DIA. 34 1/8" DIA. FRAME SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5/8"-11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4" 1 1/16" 1/8" R1/8' 51 GASKET GROOVE DETAIL NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 OR APPROVED EQUAL. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) • DS STD. PLAN - 204.50 [1,R) PUBLIC WORKS PP Y 1,RDEPARTMENT STORM ROUND FRAME AND COVER 9/28/2018 1 DATE IT MAX. FOR MAINTENANCE CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) MORTAR, (TYP.), SEE NOTE 5 4" MIN. 28" MAX. 16" MAX. FLAT SLAB TOP 48", 54", 60", 72", 84", 96", 120" OR 144" EE NOTE 6, TYP. STEPS OR LADDER 'I 12" (TYP.) i 1" MIN. 24" "0" RING 2.5" MAX. (TYP.) REINFORCING STEEL, TYP. MIN. 12" 12" MAX. GRAVEL BACKFILL FOR PIPE ZONE " 12" BEDDING PER WSDOT STD. SPECIFICATION SECTION 9-03.12(3) 6" 6" SEPARATE BASE INTEGRALIAIE PRECAST PRECAST WITH RISER NOTES: 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" 5" 8" 48' 8" 72" 6" 8" 60" 12" 84" 8" 12" 72" 12" 96" 8" 12" 84" 12" 120" 10" 12" 96" 12' 144" 12" 12" 108" 12" PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSP SOLID WALL PVC, PROFILE WALL PVC, 48" 24" 30" 24" 30" 30" 54" 30" 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42" 54" 42" 48" 48" 84" 54" 60" 54" 48" 48" 96" 60" 72" 60" 48" 48" 120" 66" 84" 60" 48" 48" 144" 78" 96" 60" 48" 1 48" 'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) 2 STD. SPEC. 9-05.12(1) 3 STD. SPEC. 9-05.12(2) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 201.00 •®• PUBLIC WORKS PR CATCH BASIN TYPE 2 DEPARTMENT GAZ 9/28/2018 1 DATE I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) �. P I ED/ �O of WA sy/ sC tic 53232 �SS/GISTQ�NAL a�� 13,21 8 REMOVABLE WATERTIGHT COUPLING -OR FLANGE - 2' MIN. CLEARANCE TO ANY PORTION OF FLOW RESTRICTOR TEE INCLUDING ELBOWS 2" MIN. ELBOW RESTRICTOR, SEE DETAIL AND NOTE 10 6" MIN, 6" MAX. PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED, SEE NOTE 3 ELBOW RESTRICTOR DETAIL NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS i/. \ ADDITIONAL LADDER RUNGS (IN SETS) TO \�` ALLOW ACCESS TO TANKS OR VAULTS \ WHEN CATCH IS FILLED WITH WATER 4-1�-\ ANGLEAS / NECESSARY, � SEE NOTE 7 j 2'MIN, PLAN VIEW ELEVATION PER PLANS 12" MIN. UNDER FRAME & SOLID COVER MARKED "DRAIN" PAVEMENT WITH LOCKING BOLTS PER STD. PLAN 204.50 16" MAX. VERTICAL BAR GRATE FOR SECONDARY INLET 6" MIN. DESIGN WATER ELBOW RESTRICTOR, SURFACE - SEE DETAIL AND NOTE 10 HANDHOLDS, STEPS, OR LADDER PIPE SUPPORTS, SEE NOTE 6 12" (TYP.) 1.5 x D SEE NOTE 9 (TYP.) MIN. 2' MIN. I D 1 ISOMETRIC i OUTLET PIPE, SEE INLET PIPE NOTES 1 & 5 2' o MIN. SHEAR GATE WITH CONTROL ROD FOR INVERT AND CLEANOUT/DRAIN (ROD BENT AS REQUIRED ELEVATION PER PLANS FOR VERTICAL ALIGNMENT WITH COVER) 12" SECTION OF PIPE ATTACHED BY PER STD. PLAN 237.30 GASKETED BAND TO ALLOW REMOVAL 2' 12" MIN. WELDED RESTRICTOR PLATE WITH ORIFICE DIA AS SPECIFIED, SEE NOTE 10 NOTES: SECTION A 1. USE A MIMIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN. 2. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW. 3. METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMINIZED STEEL, OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5. 4. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4". 6. PROVIDE AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3'4" VERTICAL SPACING). 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. 9. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 10. IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 237.00 A1111111111[;`R] %PUBLIC WORKS FLOW CONTROL STRUCTURE - (A.PPROVED: DEPARTMENT RESTRICTOR TEE GAZ 9/28/2018 1 nr,, works Ad-1,-1., DATE y 1'. 2", 4', 6', 12', OR 24' ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION s�cF l , \OTFa #3 BAR EACH CORNER #3 BAR EACH SIDE a #3 BAR EACH WAY PRECAST BASE SECTION #3 BAR HOOP #3 BAR EACH CORNER 18"MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12" CONCRETE ALL METAL PIPE 15" CPSSP", 12" STD. SPEC. 9-05.20 SOLID WALL PVC, STD. SPEC. 9-05.12(1) 15 PROFILE WALL PVC, STD. SPEC. 9-05.12(2) 15 ' CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V OR STEEPER. 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 200.00 APPR ED: VRI DEPARTMENTCATCH BASIN TYPE 1 GqZ9/28/2018 1 DATE 1 CITY COMMENTS 11"12"19 D.R. STRONG 2 INTAKE COMMENTS CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 ENGINEERS PLANNERS SURVEYORS 620 - 7Ih AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 N 0. REVISION CONTROL ROD (ROD BENT AS REQ D FOR VERTICAL ALIGNMENT WITH COVER) TOP OF DETENTION EL. = 454.00 12" CMP RISER PIPE PIPE SUPPORTS) (SEE NOTE 4) IE= 448.00 SHEAR GATE WITH CONTROL ROD FOR CLEANOUT/DRAIN RESTRICTOR PLATE W/ ORIFICE 0 = 1.60" O.C. (SHARP EDGED SHOP DRILLED) FROP DETAIL FROP NO TES: 7.00 FREEBOARD 4" ELBOW IE= 452.75' ORIFICE 0 =1.75" 4" ELBOW IE= 451.35' ORIFICE 0 =2.00" 6.00' DETENTION DEPTH 6.25' W.Q. DEPTH j TOP OF SEDIMENT 59_MIN. STOR.= 441.75 N IS 1. OUTLET CAPACITY: 100-YR PEAK FLOW 2. METAL PARTS: CORROSION RESISTANT. NON -GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREA TMEN T 1. 3. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 114" 4. PROVIDE AT LEAST ONE 3'X.090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3' VERTICAL SPACING) 5. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. FIL �J 00 Q J IN TERCEP TOR TRENCH CROSS SECTION N IS IN TERCEP TOR TRENCH NOTE• CLEANOUTS TO BE INSTALLED AT BEGINNING, END AND AT ALL BENDS OF INTERCEPTOR TRENCH R-409126 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn Q SURFACE WATER UTILITY , Z Q krevans 10/01 /2021 J DEVELOPMENT ENGINEERING njanders 10/01 /2021 YLP 02.14.20 YLP SURVEYED: DJC SCALE: NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 /1 neT' m • o C T Y 0 [;R R E N T O N • Planning/Building/Public Works Dept. MAPLE HIGH LANDS STORM DRAINAGE DETAILS 16210 SE 134TH STREET DATE: 09.05.19 J YLP 06.16.21 YLP DESIGNED:AS YLP 08.13.21 YLP FIELDBOOK: PAGE: Q DRAWN: GLB ONE INCH DRAWING N0: C26 CHECKED: AT FULL SCALE BY41 DATE APPR IF NOT ONE INCH SCALE ACCORDINGLY RENTON, WASHINGTON 98059 APPROVED SHEEP: OF- �� DRS PROJECT NO. 17020 NE 1/4 SECTION l 4, TOWNSHIP 23 N, RANGE 5 E, W. M. MAPLE HIGHLANDS .,I- 0 CURB OR CURB AND GUTTER ' PIPE ALLOWANCES I MATCH TOP OF HOOD TO TOP OF CURB (TYP.) 29" MIN. MAXIMUM 1" MIN. a FLOW PIPE MATERIAL INSIDE (TYP.) DIAMETER LiJ HOOD 20 1/4 REINFORCED OR PLAIN 16' O 1 1/2" MIN. CONCRETE Q DO NOT INSTALL SAFETY BAR / DEBRIS GUARD (� p) ° 1/2 ALL METAL PIPE 21" TT ❑� SEE DETAIL BOLT-DOWAND SLOT, T ��----�� 20" x 24" VANED GRATE SEE NOTE 4 p NOTE 1 3/4" SPEC. 9' 18" PATCHED AREA r ' (TYP.) A LL 11 FRAME AND VANED GRATE STD. SPEC. 9-05.20 ( , FRAME SOLID WALL PVC, V SEE NOTE 2 29" STD. SPEC. 9-05.12(1) 21 (TYP.) 24 1/4" MIN. w 5/8„ 3o PROFILE WALL PVC, 21" a T zA �o•. STD. SPEC. 9-05.12(2) A A Cn z I CORRUGATED POLYETHYLENE STORM HOLE OR SLOT FOR o c S,• SEWER PIPE COVER QATTACHING HOOD ° o LL 6 NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE z TOP VIEW 1", 2", 4", 6", 12", OR 24" SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 0 FRAME DETAILr-T BOLT -DOWN SLOT DETAIL 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER J OUTFACE TO STREAM DUMP NO POLLUTANTS SEE NOTE 1 FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE NOTES: TOP ro ONE #3 BAR HOOP FOR 6" HEIGHT RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. j� 1. THE INLET REQUIRES THE PRECAST CATCH BASIN TO BE ROTATED 90 DEGREES SO THAT THE INCREMENT (SPACED EQUALLY), v NARROW SIDE IS PARALLEL TO THE CURB. WHEN CALCULATING OFFSETS FROM THE CURB TO SEE NOTE 1 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 26". KNOCKOUTS SHALL CENTERLINE OF THE PRECAST CATCH BASIN, PLEASE NOTE THAT THE CENTERLINE OF THE HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM = GRATE IS NOT THE CENTERLINE OF THE PRECAST CATCH BASIN. 3/8" RECESSED LETTERING RECTANGULAR ADJUSTMENT SECTION GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE C� PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH ISOMETRIC VIEW STANDARD SPECIFICATION9-04.3. LU 2. THE DIMENSIONS OF THE FRAME AND HOOD MAY VARY SLIGHTLY AMONG DIFFERENT co MANUFACTURERS. HOOD UNITS SHALL MOUNT OUTSIDE OF THE FRAME. THE HOOD MAY 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SEAL WITH AR 4000 OR APPROVED (J J CATCH BASIN INCLUDE CASTING LUGS. THE TOP OF THE HOOD MAY BE CAST WITH A PATTERN. SAFETY BARS SHALL BE 5'. EQUAL AND DRY SAND AFTER PLAN O ARE NOT ALLOWED ON THE HOOD. 1 ^ GRATE RD t 2p 36" 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. PATCHING NTS O 3„ 3"BE SLOPED AT A RATE OF 1 H:24V OR STEEPER. 3. ATTACH THE HOOD TO THE FRAME WITH TWO x 2" HEX HEAD BOLTS, NUTS, AND OVERSIZE 2 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY (z)_ WASHERS. THE WASHERS SHALL HAVE DIAMETERS ADEQUATE TO ASSURE FULL BEARING .. 8•• 7" � _ _ SEE DETAIL ACROSS THE SLOTS. DEPTH OF CLASS "B" S�/{� 2'-0" OUTSIDE DIA. 2'-0" M BELOW \\ 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. ASPHALT TO BE 2" BELOW w 4. FOR BOLT -DOWN GRATES, PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY v 5" BOTTOM OF THE UPPER T ALIGNED WITH THE GRATE SLOTS. TAP EACH HOLE TO ACCEPT A 5/8" x - 11 NC x 2" ALLEN HEAD 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. ADJUSTMENT RING OR A SCAP SCREW. EE BOLT- DOWN LOCATION OF BOLT -DOWN HOLES VARIES AMONG DIFFERENT MANUFACTURERS. L. SUSE GROUT TANDARD TYPE 2 FOTRON g_20NON-SHRINK APPLICATIONS IN ACCORDANCE WITH MINIMUM OF 8" WHICHEVER 5" IS GREATER. 5. ONLY DUCTILE IRON VANED GRATES SHALL BE USED. SEE STANDARD PLANS 204.20 AND 204.30. 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH 5„ STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF J 6. THIS PLAN IS INTENDED TO SHOW THE INSTALLATION DETAILS OF A MANUFACTURED ALL JOINTS, RINGS, RISERS, AND FRAMES. \ - 34" (WIDE SIDE) TWO #3 BAR HOOPS PRODUCT. IT IS NOT THE INTENT OF THIS PLAN TO SHOW THE SPECIFIC DETAILS NECESSARY ISOMETRIC 20" I CATCH BASIN TYPE 1 TO FABRICATE THE CASTINGS SHOWN ON THIS DRAWING. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. -40" WIDE SIDE 5" REDUCING SECTION 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS CATCH BASIN TYPE 1L FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT \\\/�\\• ��\\j�\\. \\\j�\� �\.\\\j�\\ 5" LENGTH. 24" \yel 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON MORTAR JOINT(S) (3/8" MIN.) SEE ADJUSTMENT RING (1" MIN.) OR COMPLETION. NOTE 3 AND SPECIAL PROVISON BRICKS. SEE NOTE 4. 4 EQUAL SPACES 4 EQUAL SPACES 5 7-05.3(1). SEE NOTE 1 � � � � � � 9N�•(�6 3F�NOT #3 BAR HOOP F6 SECTION A -A SECTION A _ 51/2" T} \ #3 BAR EACH HOOD LEVEL R1" 1 5/8" MAX. J / I I \ / I CORNER 18" MIN. 1 SECTION A SECTION B + �6 1"MIN. / NOTES 1/2" MIN #3 BAR EACH CORNER / / I I \ I 1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 3. ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS, I\ I WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKS AND FRAME SHALL BE GROUTED. OHEIGHT NOTES: / PENING/I I a FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE 4" MIN. TOP OF GRATE / USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 4. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND 400.1. ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT SEE NOTE 3 COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN FRAME THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR / \ RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN N 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8" OF STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED / CLASS "B" ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE USE OF SHIMS IS PROHIBITED. MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY #3 BAR EACH SIDE \ `I / BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS MANUFACTURER. J GREATER OR AS APPROVED BY THE ENGINEER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL v REQUIREMENTS. DETAIL SECTION A 3. USE ONLY IN SAGS ON VERTICAL CURVES. #3 BAR EACH WAY SEE NOTE 1 PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION 4. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. �Y .srri. PLAN - 400.4 TYPICAL UTILITY COVER APPROVED: UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) PUBLIC WORKS ADJUSTMENT FOR STD. PLAN - 203.00 STD. PLAN - 204.30 STD. PLAN - 200.10 ,p=-� DEPARTMENT PAVEMENT OR OVERLAY Z� ..�.�" PUBLIC WORKS OPEN CURB FACE FRAME AND GRATE PPR °: .�.�e PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL PRMD: PUBLIC WORKS PPR D: DATE y1� DEPARTMENT INSTALLATION GAZ g/28/2018 �� DEPARTMENT VANED GRATE GAZ 9/28/2018 DEPARTMENT CATCH BASIN TYPE 1L GqZ g/Zg/Zplg vubrc woks admm�:o-oco, DATE P"brc w",ks ad--s-t., DATE P"br¢ woks admm,svam, DATE NOTE: ALL THROUGH CURB INLETS MUST HAVE BI-DIRECRONTAL GRA TES R-409127 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 SURFACE WATER UTILITY z krevans 10/01 /2021 J DEVELOPMENT ENGINEERING 0 PIE njanders 10/01 /2021 = L D/ LU O OF H/� was S J \ Q SURVEYED: SCALE: DATE 1 CITY COMMENTS 11 "12"19 YLP 02.14.20 YLP : q 1988 DJC HORIZONTAL: NAD D1983/1991 • MAPLE HIGH LANDS 09e05e 19 D.R. STRONG 2 INTAKE COMMENTS YLP 06"16.21 YLP DESIGNED: AS NOTED v%R CTY 0FCall 2 Working Days Before You Dig CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 YLP 08.13.21 YLP YLP RENT 0 N STORM DRAINAGE DETAILS FIELDBDDK: Q DRAWN: PAGE: 5 DRSENGINEERS PLANNERS SURVEYORS GLB ONE INCH DRAWING NO: G 811 3232 O \� - CHECKED: m Utilities Underground Location Center FS eCIsrERE �� 620-7thAVENUE K/RKLAND, WA98033 YLP AT FULL SCALE Planning/Building/Public Works Dept. 16210 SE 134TH STREET �;27 (ID,MT,ND,OR,WA) `S/� IF NOT ONE INCH ANAL $ 13,21 0425.827.3063 F425.827.2423 N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY RENTON, WASHINGTON 98059 SHEET: �� OFYLP41 DRS PROJECT NO. 17020 00 O I N I n r) z J J n Q 75 198 LF 8" PVC ®10 30R - - - _ 8" PVC SEWS \14 @ 1.009 FOR d FUTURE I _ _... ....: EXTENSION 9.11 V I� SSMH 2 48 " 61 LF 8 PVC ® 346X--- I STA. 23+99.51 4.25, R SSMH 3 48 ------------- r R-- ae " 1 I I , , F____1_____ff______ __n________ SSMH 1 48 STA. 26+03.00, 4.25 R--/---===i�___ !- STA. 22+01.38 4.25 R I RIM 481.10 -ff----------- " RIM 457.69 IL---r-----�+----- � i I8 /E IN 469.10 (W) ' d RIM 503.14 " 8" -- /E IN 448.70 (W) l ______µ____ ____ 8 /E OUT 469.00 (E) " ------ 6 /E IN 489.67 (N) I 8 /E OUT 448.60 (E) --- ---- r------ 8" lE OUT 489.50 (E)RA�CT A� -- I a NOT PART OF 13 12 10 9 -- �oRM PR, INAGE- ---- I o PROJECT AREA FG 503.40 FG 495.80 FG 487.70 FG 479.70 FG 471.60 r ---- -li !--- n---' -fl- TAX PARCEL � �I � � \ �---------li`---------� �-------n--;' i #1457500026 o---------- , �- -1---- R--------- TRACT B f - _ IL ---------------- i ) TREE RETENTION - - r --- , u - n--- _ �- - - r u --- L J CITY OF SSMH 12 48" i RENTON R.O. W. STA. 13+22.14, 5.00' L l O _ (.. ) - - - - - _ n - ' 0 ` G+ RIM 511.86 i X X-Ix--- 8"` J F - RENTOM R.O.W.--------- Tr.� KING IE /N 496.00 (N)-T �COUNTY 8" lE OUT 495.90 (S) - KING COUNTY -X SSMH 5 48" I � R.O. W. I / STA. 40+01.73, 12.65' R R.O. W. RIM 456.95 ® 10" IE IN 445.50 (N) i 10 /£ OUT 45.40 (SE) U 33 LF 10" PVC ® 0.46.`!t; I � / SSMH 6 48" STA. 40+2Z97, ZOO L RIM 458.28 10" IE IN 45.25 (NW) / 10" 1E OUT 445.15 (S) o SSMH 13 48" Ln o REMOVE EX. CLEANOUT o I o NE 1/4 SECTION 14., TOWNSHIP 23 N, RANGE 5 E, W. M. MAPLE HIGHLANDS Ln . • ' I f----------- SSMH 11 STA. 16+43. 3.00' L - - I RIM t Il _ - - SSMH 4A 48" I T 8" 1E OUT 500.00 (S) (% I STA. 33+15.85, 4.25' L I RIM 459.51 I 10" 1E OUT 449.90 (S) I 3 �' Q FG 504.10 `o FG 496.60 FG 1.10 `, 483.07 FG 5.20 �I I _ FG 477.18 FG 468.75 FG 461.25 I N O I ® Z (� �- SANITARY SEWER STUB SSMH 4 48" I 1 1z - - - CLEANOUT (TYP.); PER STA. 31+73.85, 4.25' L a COR STD PLAN 406.1 RIM 455.67 I o FG 485.20 8" lE IN 446.50 (W) I FG 501.1 D FG 493. 20 10" 1E IN 446.50 (N) I FG 506.60 a I 1 I FG 508. 0 � � _------ � I 8 /E IN 446.50 (£) � cv N CL 20 00 ap J AND REPLACE 107H NEW MH "� I STA. 12+OZ 79, 9. 03' L RIM 504.52 8" IE /N 488.79 (N) j I 8" 1E OUT 488.69 (S) CIL Q0 I T I J I NI I KING COUNTY R.O. W. WORK rn WORK SHOWN IN THIS AREA WITHIN 164TH U AVE SE IS IN KING COUNTY RIGHT OF WAY. A PERMIT WILL RE REQUIRED FROM KING o COUNTY PRIOR TO THE START OF WORK. _ RESTORATION WITHIN KING COUNTY RIGHT o OF WAY SHALL COMPLY WITH KING COUNTY ROAD STANDARDS. ALL TREES SCHEDULED FOR REMOVAL IN KING COUNTY RIGHT OF WAY WITH AN OUTSIDE DIAMETER OF MORE THAN o 4-INCHES SHALL BE MARKED IN THE FIELD + _ I+ - AND APPROVED BEFORE REMOVAL. I I I � I 30' UTIUTY EASEMENT REC. NO. 2021 40600076 - SEWER S TUBS LOT STATION FG /E © MAIN END lE LENGTH SLOPE 1 1+91 504.10 498.38 499.40 47 2.179 2 0+00 496.60 489.67 491.60 92 2.109 3 1 +28 491.10 482.28 486.10 92 4.159 4 0+53 483.20 474.56 478.20 92 3.969• 5 1+92 475.20 467.83 470.20 92 2.589 6 1+52 477.10 463.84 471.10 43 16.889 7 0+82 469.10 456.85 463.10 43 14.539 8 0+12 461.25 449.86 455.25 43 12.539 9 1+03 471.60 458.97 465.60 34 19.509 10 1+73 479.70 465.96 473.70 34 22.769 11 0+39 487.70 473.15 481.70 34 25.159 12 1+09 495.80 480.36 489.80 34 27.769 13 1+81 503.40 487.77 497.40 34 28.329 TP #1457500026 0+72 512.67 496.9 506.67 47 20.799 NO TES: 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE 2. END /E IS AT STUB END UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NO TES: 1. ALL TRENCH RESTORATION WITHIN THE CITY OF RENTON R.O.W. SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PA TCHING, 0VERLA Y, 0VERLA Y WID THS, TRENCHES (ROAD CROSSINGS). IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPA VED. 2. REFER TO C39 FOR UTILITY CROSSINGS SIDE SEWER NOTES: 1. SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT. 2. MINIMUM SIDE SEWER SLOPE IS 2.009: 3. MINIMUM SIDE SEWER DEPTH IS 5 FEET FROM FINISHED FLOOR. 4. IN UNPAVED AREAS, POUR 2-FOOT SQUARE CONCRETE (CLASS 3000) PAD AROUND CLEANOUT RING AND COVER SEWER MANHOLE NOTES: 1. SEWER MANHOLES PER COR STD PLAN 400.1 2. MANHOLE FRAME AND COVER PER COR STD PLAN 401. LEGEND: MAILBOX UTILITY POLE STREET LIGHT LIGHT POLE CATCH BASIN SEWER MANHOLE TELEPHONE RISER SIGN WATER METER WA TER VAL VE WA TER BL OW OFF FIRE HYDRANT DECIDUOUS TREE CONIFEROUS TREE o PROPOSED STORM DRAINAGE �0 PROPOSED SANITARY SEWER PROPOSED WA TER T C) m IN u T Q J - S-409101 KING� I COUNTY IN COMPLIANCE WITH CITY OF RENTON STANDARDS R.O.W. o Q Cl TY OF RENTON WASTEWATER UTILITY ' z R.O.W. Q - - - - _ - 50 o N O IRT H Ann Fowler 09/30/2021 J GRAPHIC SCALE `21 40 80 DEVELOPMENT ENGINEERING _ AkL.�� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) - njanderS 10/01 /2021 _ 1 INCH 40 FT. LU J 1 D.R. STRONG 2 CITY COMMENTS 11.12.19 YLP 02.14.20 YLP SURVEYED: DJc INTAKE COMMENTS YLP 06.16.21 YLP SCALE: HORIZONTAL: NAD 1983/1991 VERTICAL: NAVD 83/1 C T Y 0 MAPLE HIGH LANDS DATE: 09.05.19 DESIGNED AS NOTED ' SANITARY SEWER PLAN OOK: CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 YLP 08.13.21 YLP R E N T O N PAGE:FIELD PAGE: ENGINEERS PLANNERS SURVEYORS DRAWN: GLB ONE INCH DATUM • DRAWING NO: 2 620-7thAVENUE KIRKLAND, WA98033 CHECKED: YLP AT FULL SCALE Planning/Building/Public Works De t. P 16210 SE 134TH STREET C28 0425.827.3063 F425.827.2423 N0. REVISION BY DATE APPR APPROVED: F NOT ONE INCH SCALE ACCORDINGLY RENTON, WASHINGTON 98059 SHEET:YLP OF41 28 DRS PROJECT NO. 17020 Al -J W J n Q 75 DRS PROJECT NO. 17020 — J p. a x \ ----- - \ v 162AID A VE _ — —+ — — — 16+00 15+( 16+53.6 STA. 16+43.03, 5.00' L RIM 513.49 8" 1E OUT 500.00 (S) NE 1/4 SECTION 14., TOWNSHIP 23 N, RANGE 5 E, W. M. SEE SHEET C31 I - p v vd- 0 0 0 N MAPLE HIGHLANDS NOT PART OF PROJECT AREA TAX PARCEL #1457500026 p v t I ' I I 321 -F,lB" PVC ® 1.25% 14+00 11.00` p a KING COUNTY R.O. W. WORK WORK SHOWN IN THIS AREA WITHIN 162ND AVE SE IS IN KING COUNTY RIGHT OF WAY. A PERMIT WILL RE REQUIRED FROM KING COUNTY PRIOR TO THE START OF WORK. RESTORATION WITHIN KING COUNTY RIGHT OF WAY SHALL COMPLY WITH KING COUNTY ROAD STANDARDS. ALL TREES SCHEDULED FOR REMOVAL IN KING COUNTY RIGHT OF WAY WITH AN OUTSIDE DIAMETER OF MORE THAN 4-INCHES SHALL BE MARKED IN THE FIELD AND APPROVED BEFORE REMOVAL. CITY OF KING RENTON R.O. W. COUNTY R. 0. W. —m M M - 13+ 0 ® 114LF8"PVC 06.21% SSMH 12, 48" STA. 13+22.14, 5.00' L---------------- --- --- RIM 511.86 8" 1E IN 496.00 (N) 8" 1E OUT 495.90 (S) M M 12+c O i 211 LF 8" PVC ® 0.50% i 16+53.66 16+40 16+00 15+60 15+20 14+80 14+40 14+00 13+60 13+20 12+80 12+40 SEWER MANHOLE NOTES: I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) �. P I ED/ �O of WASy/ sC tic 53232GIs E NAL 13,21 8 1 D.R. STRONG 2 CONSUL TING ENGINEERS 3 ENGINEERS PLANNERS SURVEYORS 620 - 7Ih AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 N CITY COMMENTS 11.12.19 INTAKE COMMENTS CITY COMMENTS 07.27.21 REVISION 1. SEWER MANHOLES PER COR STD PLAN 400.1 2. MANHOLE FRAME AND COVER PER COR STD PLAN 401. UTILITY CROSSING NOTE: O UTILITY CROSSING SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS YLP 02.14.20 YLP SURVEYED: DJC YLP 06.16°21 YLP DESIGNED: YLP YLP 08.13.21 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 QATUM C TY OF RENTON U'R vilkw Planning/Building/Public Works Dept. REMOVE EX. CLEANOUT AND REPLACE WITH NEW MH STA. 12+OZ 79, 9. 03' L RIM 504.52 - 8" 1E IN 488.79 (N) 8" 1E OUT 488.69 (S) NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL R-409128 12+00 11+60 S-409103 IN COMPLIANCE WITH CITY OF RENTON STANDARDS C/) 0 WASTEWATER UTILITY ZZ Ann Fowler 09/30/2021 J DEVELOPMENT ENGINEERING 0 njanders 10/01 /2021 = LU DATE: MAPLE HIGHLANDS 09.05.19 162ND AVE SE SEWER PLAN AND PROFILE FIELDBOOK: PAGE: DRAWING 16210 SE 134TH STREET C30 RENTON, WASHINGTON 98059 SHEET OF: 30 41 DRS PROJECT NO. 17020 T C) O m �� H • H 00 T J V / r') z 17 0 LU -17 n Q r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) X i X � � h X I IX 20 00 I 20+00 0-0-L. PI EC \O OF WAS;/ IF 7513� 23 ERE��\�� TONAL 813,21 lk 20+40 20+80 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7Ih AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 NE 9/4 SECTION 14, MAPL 21+20 21+60 TOWNSHIP 23 N. RANGE 5 E, W. M. PAUi78] 22+40 1 CITY COMMENTS 11.12.19 YLP 02.14.20 YLP SURVEYED: arc 2 INTAKE COMMENTS YLP 06.16.21 YLP DESIGNED: YLP 3 CITY COMMENTS 07.27.21 YLP 08.13.21 YLP DRAWN: GLB CHECKED: YLP N0. REVISION BY DATE APPR APPROVE 22+80 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 23+20 23+60 1� VRC TY OF RENTON VQW Planning/Building/Public Works Dept. SEWER MANHOLE NOTES: 1. SEWER MANHOLES PER COR STD PLAN 400.1 2. MANHOLE FRAME AND COVER PER COR STD PLAN 401. UTILITY CROSSING NOTE: O UTILITY CROSSING SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL R-409129 S-409104 M , �J H • H 00 Q J IN COMPLIANCE WITH CITY OF RENTON STANDARDS C/) 0 WASTEWATER UTILITY z Ann Fowler 09/30/2021 J 2 DEVELOPMENT ENGINEERING 0 njanders 10/01 /2021 LU J MAPLE HIGHLANDS DATE: 09.05.19 ROAD A SEWER PLAN AND PROFILE FIELDBOOK: PAGE: DRAWING 16210 SE 134TH STREET C31 RENTON, WASHINGTON 98059 SHEET 31 OF 41 DRS PROJECT NO. 17020 z 17 0 2 LU n CQ G T XrL�� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 0-0-L. PI EC \O OF WAS;/ 7513 23 TERE��\�� TONAL 813,01A NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HiGHLANDS ❑ all, ri 011 Ids__ II ■' ❑ 1 a� NSA � •STA. 26+03.00, ,• /1 I _ ,�. OUT .I STA. 31+73.85, 4.25' L RIM 455.67 8" IE IN 446.50 (W) 10" IE IN 446.50 (N) 8" IE IN 446.50 (E) 10" IE OUT 446.40 (S) 26+ 91.06 1.009" FOR FUTURE EXTENSION 490 - 490 485 485 480 p 480 V 455.40 EAIS77NG GRADE ® ij OF ROAD L.P. STA 26+44 88 PW STA = 26+2Z29 PW ELEV = 454.98 --------------- -------------------- ------------- A.D. = 13.50% 475 - -- ----------------- ----- --___-_-ZpRonLE - 50.00' VC 475 Q 470 GRADEN ca W'j W W 470 PROFILE ® 12 OF ROAD II �o wLO m-,1- Q �I 465 465 41 8 p c�o0 �W SSMH 2, 48" 9g8� STA. 23+99.51, 4.25' R A,Q� --------- Sap RIM 481.10 8" IE IN 469.10 O N 460 (W) + + 460 8" 1E OUT 469.00 (E) e4 ; ,, j N II yhW �Yq 2.00% 455 455 450 0 450 LF 8 1 "PVC SSMH 3 48" 445 STA. 26+03.00, 4.25' R SSMH 4 48" 445 RIM 45Z69 STA. 31+73.85, 4.25' L 8" IE 1N 448.70 (W) RIM 455.67 8" IE OUT 448.60 (E) 8" 1E IN 446.50 (W) 10" IE IN 446.50 (N) 8" 1E IN 446.50 (E) ROAD A 10" 1E OUT 446.40 (S) M co .� co � ^ co N O �o N h � of ao Nt- Nt- Nt d^ d d d 23+60 24+00 24+40 1 D.R. STRONG 2 CONSUL TING ENGINEERS 3 ENGINEERS PLANNERS SURVEYORS 620 - 7Ih AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 N 0. 24+80 CITY COMMENTS 11.12.19 INTAKE COMMENTS CITY COMMENTS 07.27.21 REVISION 25+20 25+60 YLP 02.14.20 YLP SURVEYED: DJC YLP 06.16.21 YLP DESIGNED: YLP YLP 08.13.21 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVE 26+00 26+40 SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH M AT FULL SCALE DATUM ATUv IF NOT ONE INCH SCALE ACCORDINGLY 26+80 26+90 C TY OF 110 RENTON Planning/Building/Public Works Dept. T Q �, H • H 00 Q J SEWER MANHOLE NOTES: 1. SEWER MANHOLES PER COR STD PLAN 400.1 2. MANHOLE FRAME AND COVER PER COR STD PLAN 401. UTILITY CROSSING NOTE: O UTILITY CROSSING SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL `�5 5 10 R 409130 1 INCH = 5 FT. VERTICAL S-409105 C/) IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 WASTEWATER UTILITY z Ann Fowler 09/30/2021 J DEVELOPMENT ENGINEERING 0 njanders 10/01 /2021 = LU MAPLE HIGHLANDS DATE: 09.05.19 J ROAD A SEWER PLAN AND PROFILE FIELDBOOK: PAGE: L 16210 SE 134TH STREET DRAWING C32 RENTON, WASHINGTON 98059 SHEET OF: 32 41 DRS PROJECT NO. 17020 NE 1/4 SECTION 14., TOWNSHIP 23 N, RANGE 5 E, W. M. O N n O O I Ld T w Ld z Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) �. PIED/s �O of wasy/ C tic 53232-CIS E �SS/0NAL s 465 460 455 6 Ml-7 �7 33+60 MAPLE HIGHLANDS I SSMH 4 48 KING COUNTY T SSMH 4A 48" STA. 31+73.85, 4.25' L o STA. 40+01.73M 12.65' R R.O.W. STA. 33+ 15.85, 4.25' L RIM 455.67 — RIM 456. 95 CITY OF RIM 459.51 8" IE IN 446.50 (W) 8" PVC SEWER f0" IE IN 445.50 (N) RENTON O 10" IE OUT 449.90 (S) 10 /E IN 446.50 (N) cv 1.009 FOR 10" IE OUT 445.40 (SE) 8" IE IN 446.50 (E) FUTURE 40+ 0 C) 10" IE OUT 446.40 (S) EXTENSION — 164THA VE SE — —+— I� 33+26 09 176 LF 10" PVC 0 0.51% 142 LF f0" PVC 0 2.39% L4 a ° a °a a ° , - - --------- a - - -- ------ - I I I I T Lcoco I I I i T C' A — 1 I I I I I I I I I I I a 1��lll I I I II'll �i i STORM DRAINAGE 'I 1 O SEE SHEET C32 0 C6 0 Q N J �i o Q o lU- It UU/ 446.4U (s) RIM 456.95 10" IE IN 445.50 (N) 10" IE OUT 445.40 (SE) 164 TH A VE SE h 1n O o h .� N O In N- I� N °� O I� h h I� cp °� op �h v> tp N ao M C1 h N O CO rn O to O v> h 33+20 32+80 32+40 32+00 31+60 31+20 30+80 30+40 30+00 SEWER MANHOLE NOTES: 1. SEWER MANHOLES PER COR STD PLAN 400.1 2. MANHOLE FRAME AND COVER PER COR STD PLAN 401. UTILITY CROSSING NOTE: O UTILITY CROSSING SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS 1 CITY COMMENTS 11.12.19 YLP 02.14.20 YLP SURVEYED: SCALE: Dec VERTICAL: NAVD 1988 D.R. STRONG 2 INTAKE COMMENTS YLP 06.16.21 YLP DESIGNED:AS NOTED 83/1 HORIZONTAL: NAD 1983/1991 C T Y OF CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 YLP 08.13.21 YLP DRAWN: RENTON ENGINEERS PLANNERS SURVEYORS GLB • ONE INCH 620 - 7Ih AVENUE KIRKLAND, WA 98033 CHECKED:Y� AT FULL SCALE I/Y1TVm awe, v Plannin Buildin / / Public Works Dept. IF NOT ONE INCH I O 425.827.3063 F 425.827.2423 N 0. REVISION BY DATE AP P R I APPROVED: SCALE ACCORDINGLY YLP r h 29+60 465 460 455 r r 440 N(DFRTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. 435 HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL R-409131 S-409106 IN COMPLIANCE WITH CITY OF RENTON STANDARDS C/) 0 WASTEWATER UTILITY ? ,� ZZ Ann Fowler 09/30/2021 J _7 ( DEVELOPMENT ENGINEERING v njanders 10/01 /2021 = LU DATE: J MAPLE HIGHLANDS 09.05.19 164TH AVE SE SEWER PLAN AND PROFILE FIELDBOOK: PAGE: DRAWING 16210 SE 134TH STREET C33 RENTON, WASHINGTON 98059 SHEET OF: 33 41 DRS PROJECT NO. 17020 O O Ld T Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) �. P I ED/ �O of WASy/ sC tic 53232GISTE �SS/ONAL a�� 13,21 s KING COUNTY R.O.W. Cl TY OF RENTON ', I M R. 0. W. V 40+ 0 t1� j� + 0 [w i 475 470 465 440 SSMH 5. 48" STA. 40+01.73, 12.65' R RIM 456.95 10" IE IN 445.50 (N) 10" IE OUT 445.40 (SE) 39+80 40+00 NE 1/4 SECTION 14., TOWNSHIP 23 N, RANGE 5 E, W. M. MAPLE HIGHLANDS 6- PVC SIDE SEWER @ 2.09 MIN. (TYP.) 164THAk/ESE ---+- 1 41 +00 STA. 40+2Z 97, 7. 03' L RIM 458.28 10" IE IN 445.25 (NW) 10" IE OUT 445.15 (S) 33 LF 10" PVC 0 0.46% SSMH 5. 48" STA. 40+01.73, 12.65' R RIM 456.95 10" IE IN 445.50 (N) 10" IE OUT 445.40 (SE) 6" PVC SIDE SEWER @ 2.07 IE 456.81 310 LF 10" C-900 0 0.50% 42+00 INSTALL SILT FENCE AND STRAW WATTLES AS NEEDED TO PROTECT ADJACENT PROPERTY. MAINTAIN ACCESS TO EXIS77NG RESIDENCES. 30' U77LITY EASEMENT J REC. NO. 20210406000762 6" PVC SIDE SEWER @ / 2.0% IE 466.98 SEE SHEET C35 I I I I I I I I I I I I I I KING COUNTY I R. 0. W. I I I KING CITY OF COUNTY RENTON ----- ---- R. 0. W. R. 0. W. 0 4 +00 I SSMH 7 60" STA. 50+OZ87, 9.75' R RIM 465.72 10" IE IN 443.60 (N) 10" IE OUT 443.50 (E) I F------------- I I I � I 475 --------------------- --------------- 470 --------------------------------------------------- 465 EXIS77NG GRADE PROFILE 0 IF OF ROAD -- 460 1 1----------------------- STA. 40+2Z 97, 7. 03' L RIM 458.28 10" IE IN 445.25 (NW) 10" IE OUT 445.15 (S) -33 LF 10" PVC 0 0.46% N N C L L L 12" PROPOSED STORM 310 00. 1 64 TH A VENUE SE OFFSI TE IN ^ 00 co d- co ao C4 oco � � C STA. 50+OZ87, 9.75' R RIM 465.72 10" IE IN 443.60 (N) 10" IE OUT 443.50 (E) N C 40+40 40+80 41+20 41+60 42+00 42+40 42+80 43+20 UTILITY CONFLICT NOTE: SEWER MANHOLE NOTES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE 1. SEWER MANHOLES PER COR STD PLAN 400.1 LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND 2. MANHOLE FRAME AND COVER PER COR STD PLAN 401. SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN POTHLING ALLTIONS CROSSINGSOTO UTILITY CROSSING NOTE: OF NEW UTILITY PHYSICIALLY ERIFYEWHETHERCOR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE O UTILITY CROSSING PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 1 CITY COMMENTS 11.12.19 YLP 02.14.20 YLP SURVEYED: SCALE: Dec VERTICAL: NAVD 1988 D.R. STRONG 2 INTAKE COMMENTS YLP 06.16.21 YLP DESIGNED:AS NOTED HORIZONTAL: NAD 1983/1991 83/1 C T Y OF CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 YLP 08.13.21 YLP DRAWN: UR RENTON ENGINEERS PLANNERS SURVEYORS GLB • ONE INCH 620 - 7Ih AVENUE KIRKLAND, WA 98033 CHECKED: AT AT FULL SCALE I/Y1TVm awe, v Plannin Buildin Public Works Dept. / / IF NOT ONE INCH O 425.827.3063 F 425.827.2423 N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY YLP 450 N to KING COUNTY R. 0. W. WORK WORK SHOWN IN THIS AREA WITHIN 164TH AVE SE IS IN KING COUNTY RIGHT OF WAY. A PERMIT WILL RE REQUIRED FROM KING COUNTY PRIOR TO THE START OF WORK. RESTORATION WITHIN KING COUNTY RIGHT OF WAY SHALL COMPLY WITH KING COUNTY ROAD STANDARDS. ALL TREES SCHEDULED FOR REMOVAL IN KING COUNTY RIGHT OF WAY WITH AN OUTSIDE DIAMETER OF MORE THAN 4-INCHES SHALL BE MARKED IN THE FIELD AND APPROVED BEFORE REMOVAL. ALL SIDE SEWER STUBS SHALL MEET CITY OF RENTON STANDARD PLAN 406. 1. SIDE SEWER STUBS SHALL HAVE A MINIMUM OF 2.5 FEET OF COVER AT THE PROPERTY LINE AND BE 3-55 FEET LOWER THAN THE LOWEST HOUSE FLOOR ELEVATION. A 2'X2' CONCRETE PAD WILL BE REQUIRED FOR THE CLEANOUT WHERE NOT LOCATED IN A PAVED SURFACE. N O FRT H GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL T rn H • H 00 Q J R-409132 43+60 S-409107 IN COMPLIANCE WITH CITY OF RENTON STANDARDS C/) 0 WASTEWATER UTILITY ? zz Ann Fowler 09/30/2021 IF J Enjanders OPMENT ENGINEERING v 10/01 /2021 ll LU DATE: MAPLE HIGHLANDS 09.05.19 164TH AVE SE OFFSITE SEWER PLAN AND PROFILE FIELDBOOK: PAGE: DRAWING 16210 SE 134TH STREET C34 RENTON, WASHINGTON 98059 SHEET OF: 34 41 DRS PROJECT NO. 17020 , LJ W J n Q DRS PROJECT NO. 17020 , LJ W J n Q DRS PROJECT NO. 17020 , LJ W J n Q DRS PROJECT NO. 17020 , LJ W J n Q DRS PROJECT NO. 17020 (I) Z J V J n 5< G ----------- --EX. SEWER MAIN 1 1 i l PROPERTY LINE SPOOL i g (LENGTH AS NEEDED) I 0 6" SEWER STUB i I I i ;•� FUTURE 4" SIDE SEWER ( DC----------� I I I + /// 2"x 4" STUD MARKING POST PAINTED • 6" CAP J WHITE WITH THE WORD "SEWER" STENCILED SEWER MAIN TEE X 6" TEE i i I N 3" HIGH BLACK LETTERS AND #6 WIRE SIDEWALK i : z WRAPPED AROUND THE STUD AND i l EXTENDED TO THE TOP OF THE STUD. COUPLING TYP. } V TJ 1 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER 01 (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD. Of CONCRETE PAD TO BE 8" IN DEPTH. - ------------------------T- r - ---j BEND AS 8" REQUIRED EXISTING SANITARY SEWER MAIN !!! --2.0% MIN. SLOPE l \ ` FUTURE 4" SIDE SEWER SEWER STUB `6"X6"X6" WYE FUTURE 6"x 4" REDUCER `SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC.); CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F. HDPE - CORE -DRILLED WITH A ROMAC SADDLE. "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER. G. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 3000 PSI MIX /�h �NOJS CONCRETE ' �- / PNGOG�\NG BLOCKING �� 1 �\N / 7, 2G NCR 2% MIN SLOPE HORIZONTAL I 6" TEE 6" MIN. SEWER SEWER MAIN MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDE SEWER NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. SIDE SEWER STUB VED: STD. PLAN -406.1 .•�• PUBLIC WORKS APPR DEPARTMENT INSTALLATION GAZ 9/11/2019 (SEWER MAIN TO PROPERTY LINE) b1 w° .Adm„s a° DATE BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) FOUNDATION LEVEL W (SEE NOTE 7) LIMITS OF PIPE ZONE 1'! O„ O.D. OF PIPE �„ BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 405 PUBLIC WORKS PIPE BEDDING P P R CY75 D: ;k DEPARTMENT FOR SANITARY SEWERS GAZ 9/11/2019 1 P.mm works Aam'~ramr DATE l Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) �. P I ED/ �O of WASyl sC' tic 3232 GISTF ID �SS�ONAL 8 ill mRL NA.- :12 :12 PN NE 9/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. &MPLE HIGHLANDS BOLTHOLES - 3 PLCS sNaon r+oa� EQUALLY SPACED 120° Nvaaor isv3 APART ON 23 1/16' (586mm) DIA B.C. (SEE DETAIL) R E rr o� SEWER COVER & FRAME PLAN VIEW 25' DIA. C635mm] 1" 3/4"25mm] [19mm] 8 3/4" 1 2 1/2" C222mm] C64mm] TYP COVER SECTION VIEW 26 112' DIA C673mm] 25 1/4' DIA C641mm] 1 1/16" 1/4" (6mm) DIA C27mm] NEOPRENE GASKET q�� 6" C151 mm] 5/8' 23 3/8" DIA CL OPEN C16mm] [594mm] 27 5/16' DIA C694mm] 34 1/8' DIA C867r,r,] NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). STD. PLAN - 401 V4R) •PUBLICWORKS PPR D: DEPARTMENT MANHOLE FRAME AND COVER GAZ 9/11/2019 1 Iftor vvbuc w«ks Aemmsnacar DATE COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5/8"-11 X 1.5 SS RUBBER WASHER BOLTING DETAIL NOT TO SCALE 1/4' 16mm] [27mm] C3mm] v8" CR3mm] GASKET GROOVE DETAIL MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS AND MORTAR JOINTS SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. A' 'B' 'C' 'D' 'E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" 1. D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 3 0 " 1. D. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106. THE USE OF SHIMS IS PROHIBITED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-SHIELDCOAT 100 OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 10, IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 11. MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER. STD. PLAN - 400.1 • PUBLIC WORKS PRo DEPARTMENT STANDARD SANITARY MANHOLE GqZ 9/11/2019 I wmm . DATE 1 CITY COMMENTS 11.12.19 D.R. STRONG 2 INTAKE COMMENTS CONSUL TING ENGINEERS 3 CITY COMMENTS 07°27°21 ENGINEERS PLANNERS SURVEYORS 620 - 7/h AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 NO. REVISION 2:12 P 2:12 P SANITARY SEWER NOTES AND SPECIFICA TIONS.- 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF T APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. (] C) J. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR O7 DISTURBANCE. r U 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. Co co 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE (DTHE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. O 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED (] BY THE CITY OF RENTON. 01 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198JI1991 METERS UNLESS T OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE J COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. RECESSED LIFT POCKET 3/4" LETTERING "SEWER" e SEWER a (2) BOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1.5 STAINLESS STEEL REF. PART #00981177 0 � 0 -3/16" 10-1/2" 5/! 1/4" 12-1/2 1„ -T1-1/8„ 2-1/4" CAST IRON RING AND COVER Not to Scale FRAME 1'-n" I IAkA== 1'-0" 45- (1/8) BEND OR DABLE PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 8" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS V`R] DEPARTMENT YLP 02.14.20 YLP SURVEYED: DJC YLP 06°16°21 YLP DESIGNED: YLP YLP 08.13.21 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED 8" OR 6" CLEANOUT FOR SANITARY SEWER MAIN SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 QATUM STD. PLAN - 403.1 'P ED: GAZ 9/11/2019 ,nc work, Aamm�,nawr DATE :12 • C TY OF RENTON Planning/Building/Public Works Dept. S-409112 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn WASTEWATER UTILITY Ann Fowler 09/30/2021 A004 0 Q J DEVELOPMENT ENGINEERING njanders 10/01 /2021 2 0 _ W MAPLE HIGHLANDS SANITARY SEWER DETAILS 16210 SE 134TH STREET RENTON, WASHINGTON 98059 DATE: 09.05.19 J FIELDBOOK: PAGE: DRAWING C39 SHEET OF: 39 41 DRS PROJECT NO. 17020 00 O I I O ry W r') z 17 _0 LU -17 n Q DOUBLE YELLOW CENTER LINES • • a • • • • • • ® • • • • • • • a 14- 3' �4" YELLOW TYPE 1 30 LINE MARKERS 4" YELLOW TYPE 2d LINE MARKERS (REEL.) SIN GLE SKIP YELLOW CENTER LINES '• �- 15' --� � 3'� • • 4" YELLOW TYPE 1 •4" YELLOW TYPE LINE MARKERS LINE MARKERS (REEL.) TWO-WAY LEFT TURN LANES 1 T 1 4 f-•9'•-t- 15' --1 • -�3'�- • • • �r tz' 4" YELLOW TYPE 2d LINE MARKERS (REFL.) 14 YELLOW TYPE 1 LINE MARKERS APPROACH LINES 13'�i 1 1 8 1 s: i:::: §:,TB' 4" WHITE TYPE 1 za LINE MARKERS 4" WHITE TYPE 2e LINE MARKERS (REEL.) SKIP APPROACH LINES r9'3-�- 15' - �3' i t ! 4" WHITE TYPE 1 4" WHITE TYPE \2e LINE MARKERS LINE MARKERS (REEL.) LANE LINES t t 4" Y-•9'•-t- 15' -1 i -1 1 33 • • • 4" WHITE TYPE 1 4" WHITE TYPE 2e LINE MARKERS LINE MARKERS (REFL.) 2-WAY LEFT TURN ARROW SPACING SPEED LIMIT 25 MPH - - - - - 200' O.C. `40!!wo SPEED LIMIT 30-35 MPH -- 250' O.C. SPEED LIMIT 40-45 MPH -- 300' O.C. LEFT AND RIGHT TURN ARROW SPACING APPROACH LINE LENGTH ARROW LOCATIONS OR 20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50'-125' 2 ARROWS (20' BACK & END OF APPROACH LINE) 125-300' 3 ARROWS (20' BACK, MIDWAY & END OF LINE) OVER 300' ARROWS AT 100' INTERVALS RAISED PAVEMENT MARKER (RPM) TYPES RPM TYPE 2 RAISED FACE COLORS RPM COLOR TYPE 2a WHITE AND RED TYPE 2b SEE COR STD WATER PLANS TYPE 2c YELLOW AND RED TYPE 2d YELLOW AND YELLOW TYPE 2e WHITE - ONE SIDE ONLY TYPE 2f YELLOW - ONE SIDE ONLY RPM SIZES RPM WIDTH/DIAMETER HEIGHT TYPE 1 f 4" f 0.7" TYPE 2 t4" f0.7" NOTE: RPM MATERIAL SPECIFICATIONS SHALL BE PER WSDOT STANDARD SPECIFICATIONS SECTION 9-21 RAISED PAVEMENT MARKERS (RPM) PUBLIC WORKS CHANNELIZATION MARKERS DETAIL SM. PJM_ 109 ,o A DEPARTMENT Grecici Zimmerman DATE CURB LANE LANE LANE CENTER CENTER IN I LANE LANE f CMIN.(TYP.) 24" LANE CONCRETE LINE (TYP.) GUTTER LAN E LINE CURB LANE 10' - 8"(TYP.)-STRIPE {+- 8"(TYP.)-OPEN 8"(TYP.)--STRIPE -TIRE J TIRE J TIRE TIRE TRACKS_) RACKS TRACKS TRACKS TRACK * TYPICAL 4-LANE ROADWAY CONFIGURATION * NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES. KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON THE THERMOPLASTIC/PAINT. n1� PUBLIC WORKS DEPARTMENT 7wvoi Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) THERMOPLASTIC/PAINTED CROSSWALK \0 �F WA Sy/ SC tic 41 3232GISTE SSIONAL 13,21 8 NE 9/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPL,E HIGHLANDS 4i NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 506 1 CITY COMMENTS 11.12.19 YLP 2 INTAKE COMMENTS YLP 3 CITY COMMENTS 07.27.21 YLP N0. REVISION SIGN INSTALLA TION SIGN NORTHING FASTING STOP SIGN #1 178931.5743 1321205.8115 NPA T #1 178933.6135 1321315.9492 NPA T #2 178938.8389 1321528.5398 NPA T #3 178943.0125 1321735.8353 NPA T #4 179080.6668' 1321181.8068' NPA T #5 178988.8410' 1321182.9338' NPAT #6 178878.9697' 1321184.8505' NPA T #7 178776.7224' 1321186.2554' NPA T #8 178785.6987' 1321161.1644' NPA T #9 17888Z 9460' 1321159. 7595' NPA T #10 178997.8226' 1321158.2288' NPAT #11 179062.9744' 1321783.7898' NPAT #12 178963.4704' 1321785.5944' NPAT #13 178872.6372' 1321788.0836' NPA T #14 178762.1505' 1321790.2754' NPA T #15 178873.0051 ' 1321816.0813' NPA T #16 178964.0736' 1321814.1582' NPAT #17 179063.5713' 1321812.0571 ' STOP SIGN #2 178912.8646 1321770.6614 NO TES: 1. CITY TO APPROVE SHOP DRAWINGS FOR ALL SIGNAGE PRIOR TO FABRICATION. 2. ALL STREET SIGNS TO BE FABRICATED PER CITY OF RENTON STANDARD PLANS. J. NO PARKING IS PERMITTED ALONG NORTH SIDE OF ROAD A. "NO PARKING" SIGNS SHALL BE INSTALLED ALONG THE PERIMETER. 02.14.20 YLP SURVEYED: SCALE: DJC VERTICAL: NAVD 1988 06.16.21 YLP DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 08.13.21 YLP YLP DRAWN: GLB ONE INCH IM CHECKED: AT FULL SCALE awe, v YLP IF NOT ONE INCH DATE APPR APPROVED: SCALE ACCORDINGLY YLP MUTCD SIGN R8-3 (MODIFIED) NPAT = NO PARKING WITHIN 30 FEET *ORIENT NO PARKING SIGN TO MA TCH STOP SIGN NOTE.- NO PARKING WITHIN 30 FEET SIGN TO ONLY BE USED AT STOP SIGN LOCATION. SIGN LEGEND SHALL BE RED AND ONLY "P" AND "WITHIN 30 FEET" IS TO BE BLACK WITH WHITE BACKGROUND. 12' WITHIN 30 FEET STANDARD PLAN K-80.20-00 MUTCD SIGN R8-3 (MODIFIED WITH DOUBLE HEADED ARROW) NPAT = NO PARKING ANYTIME *ORIENT NO PARKING SIGN AT 45 DEGREES FROM STREET NOTE. NO PARKING SIGN TO BE BANDED TO STREET LIGHT POLE WITH BANDS THAT MATCH THE COLOR OF THE STREET LIGHT (WHERE APPLICABLE); 100' SEPARATION BETWEEN SIGNS USE DOUBLE ARROW NO PARKING SIGN AT ALL LOCATIONS EXCEPT ON STOP SIGN. SIGN LEGEND SHALL BE RED AND ONLY "P" IS TO BE BLACK WITH WHITE BACKGROUND. T- 409101 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING njanders 10/01 /2021 DATE: C TY OF MAPLE HIGHLANDS 09.05.19 'D RENTON CHANNELIZATION AND SIGNAGE PLAN FIELDBOOK: PAGE: DRAWING NO: Planning/Building/Public Works Dept. 16210 SE 134TH STREET C40 RENTON, WASHINGTON 98059 SHEET OF: 40 41 T TO V J , LJ H • H 00 T J Cn 0 z J 2 0 LU I..L 5� L DRS PROJECT NO. 17020 00 O I N I n r) z J 2 J n Q 75 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1 oil 1!1 �� UTILITY CONFLICT NOTE: NE 1/4 SECTION 14., TOWNSHIP 23 N, RANGE 5 E, W. M. MAPLE HIGHLANDS 8.5' PRIVATE STORM DRAINAGE EASEMENT 8.5' PRIVATE STORM DRAINAGE L -j --- � --------- -.------- EASEMENT r = --- --- -- ---- - - - _ 5' PRI VA TE S TORM - DRAINAGE 5' PRIVATE STORM EASEMENT DRAINAGE -►I -' EASEMENT '12 8 4 5 6 7 CD �I - - - - MIN. 5' CLEAR BETWEEN 10' JOINT UTILITY NEAREST OUTSIDE EDGE EASEMENT OF PIPES (WA TO SS) I �_� -- - -- -- - - --- - - - - - - - - - --- - - - --- -1- - - r a Imo. ROAD A - 4 e a MIN. 5 CLEAR BETWEEN, NEAREST OUTSIDE EDGE OF PIPES (SD TO SS) 5' PRIVATE STORM I DRAINAGE V \ I EASEMENT 110 I 9 I I � TRACTB TREE RETENTION 7' PRIVATE STORM i - �� DRAINAGE �� ./� •�� EASEMENTI x THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. UNDERGROUNDING NO TE.- POWER LINES TO BE UNDERGROUNDED FROM EXISTING POWER POLES. POWER PLANS TO BE PROVIDED BY PUGET SOUND ENERGY. ALL EXISTING AND NEW UTILITIES IN FRONTAGE AND WITHIN SITE ARE REQUIRED TO BE UNDERGROUND. ---------- IE-------- H p ---------- --------- H---------n---------- ---------- IL--------- ---------- --------- u---------u--------- T-RA CT A ----- TORM- -4R-A-INA-Gf --------- ----------It--------- H---------n ----------IE---------H---------H--------- ---------- --------- u - H ll --- --------- H-----------------r UTILITY CROSSING TABLE CROSSING NO. F.G. UTILITY LE. BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) 1* 508.85 12" SD 505.45 505.40 8" WA 504.18 504.90 0.50 2* 504.05 12" SD 500.73 500.68 8" WA 499.46 500.18 0.50 3* 482.40 12" SD 479.13 479.08 8" WA 477.86 478.58 0.50 4 482.45 12" SD 478.99 478.94 8" SS 470.31 471.03 7.91 5* 456.89 12" SD 451.20 452.25 8 " WA 453.22 453.17 0.92 6 456.94 12" SD 451.09 451.04 8" SS 448.35 449.07 1.97 7* 455.52 12" SD 451.42 451.37 8" WA 450.15 450.87 0.50 8 455.71 10" SS 446.88 447.76 8" WA 452.04 451.99 4.23 9 455.50 12" SD 451.17 451.12 8" SS 446.76 447.48 3.64 10 437.55 10" SS 445.63 446.51 8" WA 453.06 453.01 6.50 11 456.63 12" SD 447.67 448.72 8 " WA 452.96 452.91 4.19 12 466.71 12" SD 446.03 447.08 EX. 8" WA 463.04 462.99 15.91 13 455.23 EX. 12" SO 451.31 451.26 10" SS 442.78 443.66 7.60 14 473.79 12" SD 444.40 445.45 EX. 8" WA 470.12 470.07 24.62 15 439.91 10" SS 432.24 433.12 EX. 8" WA 436.24 436.19 3.07 16 437.55 EX. 24"SO 433.94 433.89 10" SS 431.61 432.49 1.40 17 444.15 10" SS 430.76 431.64 EX. 8" WA 440.48 440.43 8.79 18 511.20 8" SS 495.17 495.89 EX. 8" WA 507.53 507.48 11.60 *MINIMUM 12" VERTICAL SEPARATION BETWEEN UTILITIES AT CROSSING OR INSTALLATION OF ETHAFOAM PAD IS REQUIRED **SEE PLAN AND PROFILE SHEETS FOR LOCATION OF OFFSITE UTILITY CROSSINGS NOT SHOWN ON THIS SHEET 1 CITY COMMENTS 11.12.19 YLP 02.14.20 YLP SURVEYED: SCALE: D,IC D.R. STRONG 2 INTAKE COMMENTS YLP 06.16.21 YLP AS NOTED CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 YLP 08.13.21 YLP DESIGNED DRAWN: ENGINEERS PLANNERS SURVEYORS GLB ONE INCH 620 - 7th AVENUE KIRKLAND, WA 98033 CHECKED: YLP AT FULL SCALE NOT ONE INCH O 425 827 3063 F 425 827 2423 N0. REVISION BY DATE APPR APPROVED: ALE ACCORDINGLY SCALE YLP VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 30' UTILITY, EASEMENT REC. NO. 20 10406000762 Aoffftlk C TY OF P%'R) RENTON VANIV Planning/Building/Public Works Dept. X LJ 00 Q J NORTH R-409137 GRAPHIC SCALE 40 $° S-409113 1 INCH = 40 FT. W 409101 IN COMPLIANCE WITH CITY OF RENTON STANDARDS (1) 0 SURFACE WATER UTILITY z krevans 10/01 /2021 1 DEVELOPMENT ENGINEERING v njanders 10/01 /2021 _ LU DATE: MAPLE HIGHLANDS 09.05.19 COMPOSITE UTILITY PLAN FIELDBOOK: PAGE: DRAWING 16210 SE 134T H STREET C 41 RENTON, WASHINGTON 98059 SHEET: OF: 41 41 DRS PROJECT NO. 17020 SW 714 SECTION 9, TO WV SHI P 2�3 N, RANGE 5 E, W M. 0� 0 MAPLE HIGHLANDS TYPICAL ONSITE TREE TO BE RETAINED. SEE CIVIL SET 0 ------ o -7813 1 D8 7° 41 ' 3„ r F---►----- , STRL'ET L GH I r 02'— W \ Q , y - ; ; 6 _....._..._ . _.. _ 8. y - \ \ x ' . ..... .. . , w \ 7----,-- % I M I I ' • / ►I I I I ♦ I \ a I 19 I I I :::::::: W ,W I; %I I I \ '` I Ion I I I I -,--f :� I , / % I ,� Q y I %\ I \ I - , I, \ \ I% I W I • ::. L y G �I , % ` I — _ — I I :....... 1�0 I I � STREET LI HT'''''' I I° I 1--------- I ; I 1 W G I _J� L-- --- — — —— ....... ... L — — — — — — — — — — — — s — — - — ♦ , ♦ ♦ , ...... ...... L , ` � , ` � — ♦ , � ► ♦ ♦ , ♦ ♦ `♦ ♦ inn ` - ► V.VW, ------ \ \ 10' JOINT UTILITY; M ....:.L:.:.:.:.: W,� - . , . , ; \ EASEMENT, I ; ° `, ► STREET LIGHT \ ►� T CV / / ; \ . `N J V vM MGMG G \ N M '~I u Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) a Q STATE OF WASHINGTO E S E E LAN C C ECT JE M. VA LEY CERTIFICATE No. 774 LANDSCAPING WITHIN PUBLIC RIGHT OF WAY TO BE INSTALLED PRIOR TO PLAT RECORDING NORTH 0 20 40 80 1" = 20'-0" SHEET SIZE 22" x 34 R-409138 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS s .. 08 CURRENT PLANNING .........: M : ; ... STREET LIGHT :::::::: :.:.: W ° MY / BY DATE M.Y • I. W Y Df MY W W M / ;. ; I Clark Close 09/30/2021 ;.�.�.�.�.�.�.�.�.�.. �� - --- --- -► BY: DATE: \ - - 588. 4 Q ' I BY: DATE: ':::::......., ......:.:.:.:..:.:.:.................:. II TYPICAL ONSITE TREE TO BE `, - BY: DATE: RETAINED. SEE CIVIL SET SURVEYED: SCALE: DATE: HORIZONTAL: N D 1983/1991 ;� DESIGNED: AS NOTED •• � CITY OF MAPLE HIGHLANDS 2.16, 20 FIELDBOOK: JMV .� DRAWN: R E N TO N LANDSCAPE PLAN PAGE: JMV DRAWING NO: I ONE INCH I DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. imv IF NOT ONE INCH NO. REVISION BY DATE A P P R APPROVED MV SCALE ACCORDINGLY R E N T O N, W A S H I N G T O N 9 8 0 5 6 SHEET: OF: L-1 6 0 0 f III I H H H to, on nLLJ Q 0� O O r n Q SW 7/4 SECTION 9, TOWNSHIP 23 N, RANGE 5 E, W.M. LANDSCAPING ON THE BUILDING T MAPLE HIGHLANDS ()TC CHAI I RF INCTAI I Ffl AT THE 1 TIME OF HOME CONSTRUCTION, U t TYPICAL 1 --- , r--'----�---� ..�...S..T.. EET LIGHT , :''I.' . __ �........ Mr...'.'.'!.'.'.'.'. . I- ............... - I, , I I 1 t -. I ♦ I 1 H a WW {'.'..I r--- 1 ♦� 1 1 I I ' 1 Ila I I I W . I 1 ♦ I ♦. I `. I 1 1 I '♦ I I I 1 v ` W '.'.I'.'.'.!'. .....� ♦ �V W ,...... 1 ♦ ♦, I ♦ , , . 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I W W W W W' I H W •••1••••••••••••••••••••••••••••• 1 I ' I I %I IW W W I W IIW W W W IW W 1I W WWW WI a 1 W W W J W W I 11 I w WI W I I W W W W II W ' W W d W % ... ........... 1 I I I WWW,WW IwW yW yWWI yW yWwl y R W �w 'W �; W ►WW yW yWW M W' �W ,..'......'.'.'.'.'..1.. ,.:.:.:.:.'..'.'.'.'.'.:.:.�:::: ' I I W, WII J'W W RH W ��W W W I W' I I• I ►'.'.'.' :•::: I W W W W W W y W W W I W II W W W W IW W W W 'W MG W ..t..... I I W r—III R W WII "WWWWy W 1 I yWyWyW IWW WyWW�WyWyWy yWW ♦ I I . 1 � W W W w W W I W W W WII ' W W W , TREE PLANT SCHEDULE BOTANICAL NAME COMMON NAME QTY SIZE REMARKS TREES Ulmus americana'Princeton'* Princeton Elm 5 1-1/2" cal Full and Matching, min. 8'-10' ht Acer griseum* Paperbark Maple 5 1-1/2" cal Full and Matching, min. 8'-10' ht Amelanchier grandiflora 'Autumn Brilliance'* Serviceberry 5 1-1/2" cal Full and Matching, min. 8'-10' ht Acer truncatum x A. plat. 'Warren's Red'* Pacific Sunset Maple 16 1-1/2" cal Full and Matching, min. 8'-10' ht Acer circinatum* Vine Maple 12 1-1/2" cal Full and Matching, min. 8'-10' ht Acer ginnala 'Flame'* Amur Maple 4 1-1/2" cal Full and Matching, min. 8'-10' ht Acer palmatum'Bloodgood'* Japanese Maple 3 1-1/2" cal Full and Matching, min. 8'-10' ht Prunus x yeodensis 'Yoshino'* Flowering Cherry 4 1-1/2" cal Full and Matching, min. 8'-10' ht Tilia americana* Redmond Linden 6 1-1/2" cal Full and Matching, min. 8'-10' ht Thuja plicata 'Excelsa'* Western Red Cedar 11 6'-7' ht Full and Matching Pseudotsuga menzeisii* Douglas Fir 12 6'-7' ht Full and Matching Note: tree caliper is measured 4' above finish grade *Considered drought tolerant in Pacific Northwest once established All street trees to be specimen grade with a single leader. Tree height listed is from top of rootball to top of tree at time of planting. Damaged trees shall be replaced with same species and minimum 2" caliper. Per RMC 4-4-070 (F)(2), minimum 1 street tree planted per address, where curb cuts, driveway, and utilities do not allow the required trees to be planted. Per RMC 4-4-070 (F)(3), where there is insufficient space or no public frontage, street trees are required in the front yard. PLANT SCHEDULE BOTANICAL NAME SHRUBS and GROUND COVER Viburnum davidii* Nandina domestica* Azalea sp. 'Nino Crimson'* Miscanthus sinensis* © Pennisetum alop. 'Hameln'* ® Euonymus fortunei 'Emerald n Gold'* O Lavandula sp.* 9RH Rhododendron 'Purple Splendour'* MY Myrica californica COMMON NAME Q TY SIZE REMARKS David Viburnum 18 2 gallon Full and Matching 9 Nandina 12 2 gallon Full and Matching Evergreen Azalea 32 2 gallon Full and Matching Maiden Grass 75 2 gallon Full and Matching Ft Grass 27 2 gallon Full and Matching Euonymus 30 2 gallon Full and Matching Lavender 34 2 gallon Full and Matching Rhodie 53 2 gallon Full and Matching Wax Myrtle 9 2 gallon Full and Matching 699M Arctostaphyllos uva-ursi* Kinnikinnik As req'd 1 gallon Full and Matching/Plant 30" o.c. Erica sp. 'Mediterranean Pink'* Heather As req'd 1 gallon Full and Matching/Plant 30" o.c. Bergenia sp. 'Bressingham Ruby'* Elephant Ear As req'd 1 gallon Full and Matching/Plant 30" o.c. Fragaria chiloensis* Dune Strawberry As req'd 1 gallon Full and Matching/Plant 30" o.c. Plant in groups of minimum 15 plants of each species. Hold back 16" from trees, shrubs and adjacent edges. *Considered drought tolerant in Pacific Northwest once established Gaultheria shallon Salal As req'd 1 gallon Full and Matching/Plant 30" o.c. WWWWWWWWWWWWW Lawn 2"-3" Wood chip mulch. Mechanically remove non-native weedy plant species 'I I MG W W W W' W W W W W W IIW' W W W W I: LANDSCAPING WITHIN PUBLIC I• I WII' .. .e .,'a • ♦ I I I , I W W W, W W W, W W W I l, W W W W ,','�'.'.'. '.,• .................. ------ —J ► _—_ I G W W W W W WWrrWWW ;WWWWWWWW;;;WWWWWWWW a, . :;: RIGHT OF WAY TO BE INSTALLED 1 ---- _ WW W WWW WWWW :L. • ;-- — _ J M W Ir PRIOR TO PLAT RECORDING w ° ,1 W W W W W W W W , , . , W a W W W W I W W W W W l ,r W W W W� W ° . •:':r ,• I ,� , W ✓ W W W W WI W W W W t• W W W W.� W .•.A �• I w MG G ............... \ �8646 2 E;� 1868 I X/ X MGM R R a LIGHT —...—...—...—. —. ) E J R W D D D ,D D X,X •X o ' 065P P P P P P p ■ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SURVEYED: DESIGNED: JMV DRAWN: JMV CHECKED: JMV NO. REVISION BY DATE APPR APPROVED: JMV SCALE: NORTH AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0 20 1 If = 20'-0" VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM s c� STATE OF WASHINGTO E S E E LAN C C ECT JE F M. VA LEY CERTIFICATE No. 774 R-409139 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: CURRENT PLANNING ,, NIL DATE: Clark Close 09/30/2021 W BY: DATE: I BY: DATE: 40 80 SHEET SIZE 22" x 34" BY: DATE: DATE: CITY OF MAPLE HIGHLANDS 2.16.20 FIELDBOOK: R E N TO N LANDSCAPE PLAN PAGE: Planning/Building/Public Works Dept. RENTON, WASHINGTON 98056 SHEET: L-'L OF: 6 f H H H to, on 0� 0 0 r W L,J 1 n Q SW 7/4 SECTION 9, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS LANDSCAPE NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555. 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON —CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" DARK BLACK MULCH. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. 12. TREES SHALL BE STAKED WITH 2" DIAMETER LODGEPOLE PINE STAKES, OR APPROVED SIMILAR. REMOVE STAKES AFTER ONE (1) YEAR. PLASTIC INTERLOCKING TREE TIES OR APPROVED EQUAL DETAIL 2" MAX.—+ + 12"MIN. PRUNE DISEASED AND BOTH BROKEN BRANCHES SIDES 2"x2" LODGEPOLE TREE STAKES OR APPROVED SIMILAR PLASTIC INTERLOCKING TREE TIES INSTALL "TREE BOOT" OR SEE DETAIL ABOVE _ "ARBORGARD" IN LAWN AREAS. REMOVE BINDING TWINE, BURLAP, Lj It AND WIRE, TYPICAL LU x PLANT TREE 1"-2" HIGHER THAN IN NURSERY 2" SETTLED DEPTH WITH SPECIFIED MULCH < WATERING BASIN FERTILIZER TABLETS (4-21 GRAM-20-10-5) ROOT DEFLECTOR FOR TREES j� �� - •- -. ;;• j i ROOT DEFLECTOR FOR TREES /� ADJACENT TO SIDEWALKS AND-:: CURBSIDE , ADJACNT TO SIDEWALKS AND CURB IDE ��/':,;:;`;;;';, ��< SCARIFY PLANTING PIT SPECIFIED PLANTING SOIL—', ,.,;; ;A',,1; ij�\\� SIDES AND BOTTOM UNDISTURBED GROUND !i�ii� >:`: :` •� ��i��i �;;;... \ \. 6" DEEP, FIRM, NATIVE ��i i i i NyNj� iiii�� j�� i iiii� SOIL MOUND �� 12" MIN. FOR WOOD %Ny �j� STAKES & 18" FOR REBAR �� •��<��<� �� 3x ROOTBALL WIDTH �— IN HEAVY SOILS, AUGER 8%6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE fx Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 12" MIN. BOTH SIDES FINISH GRADE HOLD PLANTS Fes^"" EDGE OF PLANT AS NOTED ON F BED LINE EDGE CURB/WALK - PLANT MATERIAL SPACING DETAIL NOT TO SCALE MULCH LAYER (COMPACTED DEPTH) FEATHER EXCESS SOIL UNDER MULCH 1 " MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE — -- 1 'RR EPAR ED� PLANTING BED NOTE: REMOVE CONTAINER & WORK ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY SEE PLANT LIST FOR PLANT SPACING SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. 0 0 LESS THAN 1 GAL. 1 GAL. CONTAINER and LARGER ( PLANTED BEFORE MULCH) ( PLANTED BEFORE MULCH ) GROUNDCOVER PLANTING DETAIL NOT TO SCALE STAPLE /-TREE PLASTIC INTERLOCKING TREE TIES OR APPROVED EQUAL DETAIL PRUNE DISEASED AND BROKEN BRANCHES PLASTIC INTERLOCKING TIES SEE DETAIL ABOVE SPECIFIED TREE STAKE(S) REMOVE BINDING TWINE, BURLAP AND ALL WIRE, TYPICAL WATERING BASIN NATIVE SOIL BACKFILL SCARIFY PIT SIDES AND BOTTOM FIRM NATIVE SOIL MOUND CONIFERUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE REVISION PLANT 1 " HIGI IN NURSERY FINISH GRADE SURVEYED: DESIGNED: JMV DRAWN: JMV CHECKED: JMV AP P R APPROVED: JMV FINISH GRADE AT — 4:1 SLOPE MAXIMUM 2% SLOPE MINIMUM CURB PER CIVIL - DRAWINGS (WALK SIMILAR) 1" MAX. MULCH LAYER TOPSOIL AS SPECIFIED FINISH GRADE AT 3:1 SLOPE MAXIMUM 10:1 SLOPE MINIMUM PREPARED SUBGRADE 1" MAX. CLEAR T 4" LAWN CONDITION MULCH COITI NDON SIDEWALK (CURB SIMILAR) PLANTER SECTION DETAIL NOT TO SCALE TOPSOIL 2" MULCH FINISH GR, LAWN — SHOVEL -CUT TRANSITION - L PLANTING BED ADJACENT TO LAWN DETAIL NOT TO SCALE 'RUNE DISEASED AND 3ROKEN BRANCHES REMOVE TOP 1/3 OF BURLAP ?" SETTLED DEPTH OF SPECIFIED MULCH -ERTILIZER TABLETS/SPECS SPECIFIED AMENDED BACKFILL 'OMPACT AND WATER THOROUGHLY -1RM NATIVE SOIL MOUND SHRUB PLANTING DETAIL NOT TO SCALE SCALE: AS NOTED I ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CI TY OF REN TON Planning/Building/Public Works Dept. a c� STATE OF WASHINGTO XJE. LECT CERTIFICATE No. 774 0 0 J) R-409140 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: CURRENT PLANNING ,, DATE: Clark Close 09/30/2021 BY: DATE: U) C) BY: DATE: z Q BY: DATE: C� MAPLE HIGHLANDS DATE:2.16.20 = FIELDBOOK: PAGE: LANDSCAPE NOTES and DETAILS DRAWING NO: Q RENTON, WASHINGTON 98056 SHEET OF 0� SW 7/4 SECTION 9, TOWNSHIP 23 N, RANGE 5 E, W.M.M. MAPLE HIGHLANDS 0 o � 78 NEW IRRIGATION POINT OF CONNECTION WITH 1" SERVICE, 4" WATER METER AND 1-1/4" DOUBLE CHECK VALVE ASSEMBLY. SEE KICWD90 DETAILS W-2, W-3, W-28, AND W-32-1 LOCATE IRRIGATION EQUIPMENT IN LANDSCAPE BEDS, TYPICAL. SHOWN HERE FOR CLARITY I I I W I I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 11reli 1 1 1 1 II - II LO J W UJI H � /y/�� `/ / W W 1U) I W a = Iv la 1 I 1 I 1 I 1 I 1 1 1 1 1 1 RETAINED. SEE CIVIL SET BY. REVISION SURVEYED: DESIGNED: JMV DRAWN: JMV CHECKED: JMV APPROVED: JMV SCALE: AS NOTED ONE INCH IINC 1 AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF REN TON Planning/Building/Public Works Dept. a Q STATE OF WASWGTO E LAN CECT JE CERTIFICATE No, 774 0 0 U �o 0 0 0 PROPOSED LANDSCAPING ON 1 00 BUILDING LOTS SHALL BE Q IRRIGATED BY HOMEOWNERS, TYPICAL NORTH 0 20 40 80 1" = 20'-0" SHEET SIZE 22" x 34'' APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS MAPLE HIGHLANDS IRRIGATION PLAN RENTON, WASHINGTON 98056 DATE: DATE: DATE: DATE: R-409141 z Q C� DATE: 2.16.20 FIELDBOOK: PAGE: DRAWING NO: I__L Q SHEET: L-4 OF: 6 on W I Q ■ 1 1 1 1 1,------------ I — 11 I I 1; I 11 I I 1; I 11 I I 1; I 11 I I 1; I 11 I I 11 1 1 T JI W —ion, W — =aa=-a - —= H A 61 o W wl C/)1i W a 4 : .. H T a J 0 e. =1• 1 ---- --- --- 1 I MOIL � 1 I EX 1 I 1 — I I MOUNT IRRIGA INPUT: 117 1 I I I I 2( 1 LIOC� I E IRIRIG� LAND CAP,IE BE 1 *R FOR iCLA 1 I I I I 1 I I I I I I 1 I I I 1 I I I I I I 1 I I I I I I 1 I I I I I I 1 I I I I I I 1---------- I I L_-- 1 I 165P I,. M- Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SW 1/4 SECTION 9, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS REVISION PROPOSED LANDSCAPING ON BUILDING LOTS SHALL BE IRRIGATED BY HOMEOWNERS, TYPICAL SURVEYED: DESIGNED: JMV DRAWN: JMV CHECKED: JMV AP P R APPROVED' JIVIV IRRIGATION SCHEDULE DESCRIPTION SPRINKLER HEADS: HUNTER MP ROTATOR WITH PRO -SPRAY PRS40 POP-UP BODY AND CV DRAIN CHECK VALVE, 4" LAWN, 6" SHRUB SYMBOL NOZZLE PSI GPM RADIUS e 0 HUNTER-60 and 6H H, Q SERIES 40 0.98, 0.51 Fo TOO Tv Ho To 00 HUNTER-1000 8-15 F, TH, TT, H, Q SERIES 40 0.65, 0.48, 0.37, 0.32, 0.16 o ® o © o 0 HUNTER-1000 8-15 F, TH, TT, H, Q SERIES 40 0.65, 0.48, 0.37, 0.32, 0,16 • c 6 C C o HUNTER-1000 8-15 F, TH, TT, H, Q SERIES 40 0.65, 0.48, 0.37, 0.32, 0,16 D ® © © D ® HUNTER-2000 13-21 F, TQ, TT, H, Q SERIES 40 1.29, 0.95, 0.74, 0.63, 0.33 01®270 01®180 01®90 01®360 O1®225 01®135 HUNTER ES515, SS530 SERIES 40 1.41, 0.65 HUNTER-2000 13-21 F, TO, TT, H, Q SERIES 40 1.16, 0.87, 0.68, 0.58, 0.31 02270 02>180 02�90 HUNTER-3000 22-30 F, TO, TT, H, Q SERIES 40 2.88, 2.19, 1.68, 1.44, 0.69 02 k360 02 k225 02 ®135 6' 8' 10' 12' 15' 5' x 30' 5' x 15' 16' 22' SPRAY IRRIGATION: HUNTER ICV 101 /151 G REMOTE CONTROL VALVE, IN VALVE BOX, ONE VALVE PER BOX bHUNTER SOLAR SYNC WIRE RAIN SENSOR COMBO O HUNTER PRO-C CONTROLLER 3 TO 15 STATIONS, (HARDWIRE CONNECTION); PROVIDE GROUND AND BATTERIES PER MANUFACTURER'S SPECIFICATIONS. INSTALL IN POWDER -COATED (GREEN) STEEL PEDESTAL. COORDINATE LINE -VOLTAGE POWER TO PEDESTAL LOCATION. VERIFY WITH OWNER STEEL PEDESTAL OR OTHER MEANS FOR LOCATING IRRIGATION CONTROLLER P.O.C. FO-01 WILKINS 950 XLT- 1 " DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER WILKINS 850 - BALL VALVE, SIZE TO MATCH PIPE CARSON INDUSTRIES # 1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK LID ►� PLASTIC BALL VALVE, MATCH LINE SIZE, IN VALVE BOX Qi HUNTER HQ-33DLRC 3/4" QUICK COUPLING VALVE, IN VALVE BOX, PROVIDE TWO KEYS AND SWIVELS MAINLINE - SCH 40 PVC (18" COVER); SIZE PER PLAN, 2" SIZE MINIMUM LATERAL - SCH 40 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM SLEEVE - CLASS 200; 24" MINIMUM COVER AT VEHICLE CROSSINGS AND 18" MINIMUM COVER IN LANDSCAPE AREAS, 6" SIZE IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE. SCH 40 PIPE SIZING CHART PIPE SIZE 3/4" 1" 1 1 4" 1 1 2" 2" 2 1 2" FLOW GPM 1-8 8.1-13 13.1-23 23.1-32 32.1-53 53.1-74 GPM (MAX.) 0 20 NORTH 1 If = 20'-011 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 40 80 SHEET SIZE 22" x 34" bARCITY OF RENTON Planning/Building/Public Works Dept. a c, STATE OF WASHINGTO LAN C�S�TEJE CITECT APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: CURRENT PLANNING DATE: Clark Close 09/30/2021 BY: DATE: BY: DATE: BY: DATE: JEFF M. VARLEY CERTIFICATE No. 774 0 0 M • 01 1 M EA F DATE: MAPLE HIGHLANDS 2.16.20 FIELDBOOK: IRRIGATION PLAN PAGE: DRAWING NO: RENTON, WASHINGTON 98056 SHEET: L-5 OF: 6 I 00 uH H PIS, on L�J n Q LANDSCAPE IRRIGATION NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A) INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B) INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISH GRADE. C) VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D) INSTALLATION OF SLEEVING. 2. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS AND/OR NOTES. PROVIDE A ONE (1) YEAR WARRANTY/GUARANTEE FROM FINAL ACCEPTANCE AGAINST ALL DEFECTS IN MATERIALS, EQUIPMENT, AND WORKMANSHIP. 3. COORDINATE IRRIGATION INSTALLATION WITH GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR, LANDSCAPE CONTRACTOR, OWNER, ARCHITECT, AND LANDSCAPE ARCHITECT. 4. LANDSCAPE CONTRACTOR TO TEST AVAILABLE WATER PRESSURE AND PROVIDE WRITTEN RESULTS TO LANDSCAPE ARCHITECT. 5. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 6. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS, FEES, AND REQUIRED CITY INSPECTIONS. 7. SUBMITTALS: A) SUBMIT FIVE (5) COPIES OF EACH ITEM LISTED BELOW FOR LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL, B) PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED, C) CONTROL WIRING PATH DIAGRAM, D) "AS -BUILT" DRAWINGS. E) OPERATION AND MAINTENANCE MANUALS. 8. PROVIDE AND KEEP UP TO DATE A COMPLETE "AS -BUILT" RECORD SET OF PRINTS WHICH ARE TO BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND NOTES AND EXACT "AS -BUILT" LOCATIONS, SIZES AND KIND OF EQUIPMENT. THIS SET OF DRAWINGS. ARE TO BE KEPT ON SITE AND ARE TO BE USED ONLY AS THE RECORD SET. ALL WORK IS TO BE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE WORK PROCEEDS, SHOWING WORK AS ACTUALLY INSTALLED. DIMENSION FORM TWO (2) PERMANENT POINTS OF REFERENCE, BUILDING CORNERS, WALKS, OR ROAD INTERSECTIONS, ETC., THE LOCATION OF THE FOLLOWING: A) CONNECTION TO WATER LINES (P.O.C.), B) CONNECTIONS TO ELECTRICAL POWER, C) GATE VALVE, QUICK COUPLERS, AND REMOTE CONTROL VALVE, D) ROUTING OF MAINLINE (DIMENSION MAXIMUM 100' ALONG ROUTING), E) ROUTING OF CONTROL WIRING, F) OTHER RELATED EQUIPMENT AS DIRECTED BY THE LANDSCAPE ARCHITECT. 9. PREPARE AND PROVIDE PRIOR TO COMPLETION OF CONSTRUCTION, A THREE RING BINDER CONTAINING THE FOLLOWING INFORMATION: A) INDEX SHEET STATING CONTRACTOR'S ADDRESS, TELEPHONE NUMBER, FAX, E-MAIL AND A, LIST OF EQUIPMENT WITH NAME AND ADDRESS OF LOCAL MANUFACTURER'S REPRESENTATIVES, B) CATALOG AND PARTS SHEETS ON EVERY MATERIAL AND EQUIPMENT INSTALLED UNDER THIS, CONTRACT, C) GUARANTEE STATEMENT, D) COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. E) CONSTRUCTION DETAILS FROM THE PROJECT, F) COMPLETE TROUBLE -SHOOTING GUIDE TO COMMON IRRIGATION PROBLEMS, G) WINTERIZATION AND SPRING START-UP PROCEDURES, H) CHART OF APPROXIMATE WATERING TIMES FOR SPRING, SUMMER, AND FALL, 1) A COPY OF THE "AS -BUILT" DRAWINGS AND CONTROLLER CHART. 10. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE, 10" ROUND BOX FOR GATE/QUICK COUPLER/WIRE SPLICES, AND 12" STANDARD FOR CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. 11. MAINLINE PIPE TO BE BURIED 18 INCHES, LATERALS 12 INCHES, AND SLEEVES 24" INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 12. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR 100 PERCENT COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS, IN SHRUB BEDS WHERE POSSIBLE. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center OD,MT,ND,OR,WA) SW 7/4 SECTION 9, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS 13. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 14. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. 15. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES. IN -NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. 16. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUIVALENT. 17. EACH VALVE BOX TO CONTAIN A MINIMUM OF TWO (2) SPARE ORANGE CONTROL WIRES FOR JACKETED WIRE. ROUTE SPARE WIRES FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINLINE BRANCH. COMMON WIRE TO BE WHITE. SINGLE STRAND WIRE TO BE A MINIMUM OF 14 GAUGE. 18. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L. LABEL. 19. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL INSPECTION. 20. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 21. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT. RE -ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. LAWN ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3-DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo ("FIELD RECHARGE") TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT CONTRACTOR'S OWN EXPENSE. 22. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 23. ALL ZONES TO PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. 24. CLEANUP AND PROTECTION: DURING IRRIGATION WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. PROTECT IRRIGATION WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE AND IRRIGATION OPERATIONS AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR REPLACE DAMAGE LANDSCAPE AND IRRIGATION WORK AS DIRECTED BY THE OWNER. ■ 0� Z I C I I L*1Z °o FINISH GRADE PAVING SECTION PER CIVIL PLANS < COMPACT BACKFILL FA p0 , O o 0 AT 90% DENSITY ° J °4 (TOPSOIL BACKFILL) Q AT 95% DENSITY 0�0° �0�0°0�0° (STRUCTURAL) OU O� ° 0 (-)0(-) PVC LATERAL 6" OFFSET SLEEVING �, Oo c U � c 0 ° O ALT. WIRE SLEEVE o 0 c c PVC MAINLINE a VALVE WIRING m a PIPE BED MATERIAL TO BE CLEAN AND 0 FREE OF ROCK } LARGER THAN 1 /2" NOTE: SLEEVING MATERIAL SHALL BE PVC CLASS 160(SDR-26). DIMENSIONS ARE MIN. CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL NOT TO SCALE NO. I REVISION FINISH GRADE VALVE BOX QUICK COUPLING VALVE SUMP 1 C.F. 7/8" WASHED GRAVEL MARLEX ELL - TYPICAL SCH 80 P.V.C. NIPPLE SCH 40 PVC SXSXT TEE QUICK COUPLING VALVE DETAIL NOT TO SCALE IRRIGATION CONTROLLER. SEE IRRIGATION SCHEDULE GALVANIZED METAL CABINET FOR CONTROLLER LINE VOLTAGE OUTLET FOR IRRIGATION CONTROLLER NSIDE PEDESTAL (OUTLET NOT SHOWN) 3/4" POWER CONDUIT: SIZE, TYPE, DEPTH PER LOCAL CODE GROUND WIRE CONDUIT, MIN. 1 1/2". GROUND PER ASIC GUIDELINES PEDESTAL BASE: CONCRETE OR PREFABRICATED -INISH GRADE C"ONDUIT FOR CONTROL WIRES IRRIGATION CONTROLLER - PEDESTAL MOUNT NOT TO SCALE z CV 0 z a IIII1 �IIIIIIIII J II -III >v 00 I NOTE: ONE VALVE PER BOX. PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX. COMPACT SOIL AROUND VALVE BOX. USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPEC'S. REMOTE CONTROL VALVE ASSEMBLY NOT TO SCALE SURVEYED: DESIGNED: JMV DRAWN: JMV CHECKED: JMV BY DATE APPR APPROVED: JMV SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM � Q STATE OF *VAOLEIY LANECT CERTIFICATE No. 774 6" CLEAR OF OBSTRUCTION POP-UP MULCH CONDITION 4 a FINISH GRADE PAVING ° — . . ADJUST ANGLE AT SPRINKLER SLOPE COVERAGE CONDITIONS. 50% OF FLUSH AT LAWN SLOPE ANGLE - TYPICAL AND FLUSH WITH4 T MULCH LINE SPRINKLER MARLEX 90° ELBOWS VC SCH PVC SCH 80 NIPPLE TEE S SxT40 (SIDE INLET ONLY) PVC LATERAL NOTE: MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY NOT TO SCALE PVC SCH 80 SxT 90° ELBOW PVC SCH 80 UNION WIRE WITH WATERPROOF WIRE CONNECTOR - TYPICAL FINISIH GRADE SPARE WIRE WITH WATERPROOF WIRE CONNECTOR ON CUT END VALVE BOX WITH COVER PVC LATERAL TO SPRINKLERS PVC SCH 80 NIPPLE AND FEMALE ADAPTOR PVC SCH 80 UNION PVC SCH 80 NIPPLE REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7/8" WASHED GRAVEL SUMP PVC MAINLINE PVC SCH 80 NIPPLE CITY OF REN TON Planning/Building/Public Works Dept. PER MANUFACTURER'S MOUNTING BRACKET RAIN SENSOR IT ON HER EXPOSED 8' ABOVE )E --CURE PER 4NUFACTURER'S DECIFICATIONS ALL 0 0 H H H RAIN SENSOR DETAIL NOT TO SCALE R-409143 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: CURRENT PLANNING . � DATE: Clark Close 09/30/2021 ' BY: DATE: BY: DATE: z Q BY: DATE: 0 MAPLE HIGHLANDS DATE:2.16.20 = FIELDBOOK: LLJ PAGE: LANDSCAPE NOTES and DETAILS DRAWING NO: Q RENTON, WASHINGTON 98056 SHEET:L_6OF: 6 IT- U QO 0 0 0 00 Q TT- V Nt 0 TO V U QO 0 0 0 00 Q N O 0-) O PA N SPEC Ca ONS ----1 A ! A UV L 'M. V:N RE A\D POLE R__ATED PARTS S. A_'_ 9= FACTORY P3V A\D POWDER COA__D^ RA 9�05:X %ET BLA, PRESTIGE SERIES (GY17T4) ED POST -TOP LUMINAIRE' (WATTAGE PER PLANS, 4,OOOK CCT, ?20-277V UNIVERSAL DRIVER, WITH VS3AR 2" CONDUIT UN 111111 ACRYLIC LENS) BY CYCLONE STATED OTHER% (OR APPROVED EQUAL), DRIVER PLANS 9HA1I BE INTEGRAL TO THE llt ! fi t� FIX?JRE. ERMINAL BLOCK LOCATED IN THE FIXTURE FOR STREET LIGHT STANDARD DECAL NUMBERING DETAIL. REFER TO CITY OF RENTON STD PLAN 121 14'--0" FLUTED SHAPE, 5" DIAMETER, S1RAG141 Ai MiNUM POLE (SD15 -14-B046--RAi.9005TX-TN43? BY CYC'_.ONE (OR APPROVED EQUAL) INSTALL GROUT. PROVIDE 1/2" DIA DRAIN TUBE THROUGH GROUT. 2" 6" HANDHOUE DECORAi1V? ALJM NUM CLAMSHELL BASE COVER BD46 BY CYCLONE (OR APPROVED EOUA.) SEE POLE BASE CETNII THIS SHEc:1 BASE. COVER `- FOR FOUNDATION DETAILS, SEE THIS SHEET POLE ELEVATION PUBLIC WORKS DEPART1 MENT � O I� Call 2 Working Days Before You Dig 811 Jtilities Underground Location Cente (ID,MT,ND,OR,WA) ANCHOR BOLT ---- (4) OVA_. SLOTS m - \1o' BASE PLATE DETA- 8 - #5 BARS, EVENLY SPACED CEN'TR CONDUIT IN FOUNDATION 901 T CIRCLE (DIA PER BASE PLATE DETAIL, THIS SHEET) #4 HOOPS 0 12" FOUNDATION SE"TiON 2" CONDUIT UNLESS - - _- ------ GROUND POLE TO STATED OTHERWISE ON FOUNDATION PLANS m� 3/4" CHAMFER (tYP) -- V6° MIN BELOW --- GROUND. 21--0" MIN UNDER PAVEMENT I. EXTEND THE CONDUIT 6" MIN BEYOND FOUNDATION OR THE CONTROLLED DENSITY BACKFILL #4 HOOPS @ 12" ----- '�~ 8 .. #;y BARS, EVENLY SPACED 2 1/2" CLR U — 3" MIN. BOLT d PROJECTION FOUNDA'ICfv DE`A.II. I P. 7/8" DIA HOE 1/4" STEEL PLATE ...,__.._ BOLT CIRCLE (DIA ",1 PER BASE PLATE DETA.., THIS SHEET) ANCHOR ROi_ IE:MP ArE: DETAIL PULE BASE DETAIL ._.-� TOP OF FOiNDA11r;N ANCHOR BOLT, 4 TOTAL, 3/4" DIA (IYP) I E i, OI N 3/4" HEX NUTS, STEEL (6 REO') PER ANCHOR BOLT), ;I FLAT WASHERS !6 RE(YD PER I ANCHOR BOLT) ANNOR BOLT ASSEVBLY DETA FOUNDATION DETAILS NOTE: NO SONATUBE ALLOWED FOR FOUNDATION CONSTRUCTION NEIGHE30RHOGD SREET T PcDESTR AN L_UM NAIREE EIX 1-UREE AND POLE DE -TA L_S STD. PLAN- 1161 . PROVED: P .dT $, UAL_ Taff NORTHWEST �X Tf2AFF/C EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone:425.522.4118 Fax:425.522.4311 Ln FOR STD PLAN 117.1 _ ,'jr4" TO, 2" ` } DECAL: REFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50° F OR ABOVE CURB TRAFFIC FLOW PLAN VIEW FOR STD PLAN 116.1,117.2,117.4 I�I�I�IIMI�y WATTAGE j ti�Y o S_T..F� E_T ._IGHT S TA NIEDARD STD. PLAN- 1z1 * PUBLIC WORKS DrCA_.. NI ,1B"RING SYSTEM �A PROV' - DEPARTMENT : 1 REVISED PER COR REDLINES NO. REVISION SURVEYED: SCALE: DESIGNED: AS NOTED VJG VJG 6/14/21 LDH DRAWN. VJG VJG 6 2 LDH CHECKED: —1 LDH BY DATE APPR I APPROVED: LDH VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E GENERAL NOTES: 1. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). 2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. J. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS(I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS). 4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK. 5. ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER DATE DURING CONSTRUCTION SHALL BE RE -INSTALLED TO CURRENT STANDARDS. 6. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 7. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS. 8. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION. 9. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. sex", TRANSPORTATION NOTESSTD. PLAN - 135 PUBLIC WORKS A ROVED: DEPARTMENT GAZ 3/13/2019 1 4 DATE C TY OF RENTON Planning/Building/Public Works Dept. T-409104 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION , CBarnes 10/06/2021 DEVELOPMENT ENGINEERING njanders 10/01 /2021 :0] MAPLE HIGHLANDS PLAT ILLUMINATION DETAILS 162N D AVE SE/SE 134TH ST RENTON, WASH I N GTON 98056 6/14/21 FIELDBOOK: PAGE: DRAWING NO: IL3 SHEET: OF: 3 4 Q0 O O O co Q 7' STREET LIGHT POLE —, PLAN VIEW a 3, 4 BOX i 4" DEEP SIDE VIEW LIGHTING STANDARD & JUNCTION BOX NOTE: CLASS 'B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD a • 9 $ d •+ + Qu • a PLAN VIEW 1' INDIVIDUAL JUNCTION BOX ��Y ° STD. PLAN — 120 4 + PUBLIC WORKS CONCRETE PAD DETAILS ovED: '` DEPARTMENT �fi TE 4 III 3 a wo STD �I PUBLIC WORKO SERVICE CABINET "PLAN ` 122.1 -R DEPARTMENT WITHOUT BB$ L' I� Call 2 Working Days Before You Dig 811 tilities Underground Location Cente (ID,MT,ND,OR,WA) ?7jAffEX TPA FF/C EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone:425.522.4118 Fax:425.522.4311 .OU ��III SPLICEINLINE LUMINAIRE HARES WILL BE A CONTINUOUS RUN " FROM FUSE HOLDER TO FIXTURE WITH ` NO SPLICES. GROUND ROD FUSE KITS QUICK DISCONNECT TO LUMINAIRE 3 AMP IN LINE FUSE KITS LUMINAIRE WIRES WALL BE:�p12 S,E,C, OR EQUAL AWG IN A JACKETED CA911 REFER TO WSDOT LOCKING LID STANDARD GREEN INSULATED WIRE ' JJl!lIjjn JUNCTION BOX TYPES t & 2 T 0 FIXTURE GROUND LUC ".u4TANDAND PLAN J-40.10-03 GROUND LUG - 1/4"_ Ml`_ UM - DRAIN 11OM SPLICE KITS ON EPDXY SPLICE AS ONALL TF1RU 2" MN. GROUT UNDER POLE BASE - TOP OF CONCRETE FOUNDATION TO LEVEL. WITH TT OF SIDEWALK W RE RUNS OR CURB.".- 4" CONCRETE PAD 5" D" ., 2' MIN. y8 BARE COPPER GROUND WIRE II II 01ND CLAMP li II 4� 1 -#8 EWIPMEN VAREW/GREEN INSULATION Z' PVC CONDUIT 1 f II FROM SERVICE CABINET SYSTEM 2 - UGHTING SYSTEM WIRES TO CONTACTOR (SIZED AS REG-D.) CONCRETE FOUNDATION 3' SO. OR DNA. 5/8"x8' COPPER CLAD GROUND ROD NOTES: 1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2. IF THE FIXTURE MANUFACTURER HAS MADE PROVISION FOR THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. 8TD PLAN 119 + a� PUBLIC WORKS TYPICAL LiGHTIN6 APPROvi D:. 74 DEPARTMENT UNDERGROUND SYSTEM w III ST v,t' GN NAL 6-14-21 rnnv\/ r-11 1 WYE SPLICE SPLICE KIT DIAMETER LOAD I I CUTTING RINGS 2 REVISED PER COR REDLINES 1 REVISED PER COR REDLINES NO. I REVISION FUSE KIT FUSE KIT & SPLICE KIT DETAILS Y O� ADOPTED CITY OF RENTON Standard plans N 10� LST DATE: 1 1 /5/96 DWG. NAME: JR-12 SP PAGE: J013 STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120/240 VOLT 100 A MAIN BREAKER (MIN.) 2 POLE 240 VOLT m a: CNCH BREAKERS 20/240 VOLT z FF z TEST 16 POLE 4 SWITCH —�, r TERMINAL e ^ O ram. y Q Q CIRCUIT WIRES TO LIGHTING RUNS i PHOTO -CELL TO GROUND MOUNTED ON ROD NEAREST LUMINAYRE WIRING COLOR CODE A. WHITE JACKET (NEUTRAL) B. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) D, RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) X PUBLIC WORKS STREET LIGHTING CONTACTOR P1x0 STD. PLAN - 128 , DEPARTMENT CABINET SCHEMATIC j A SURVEYED: DESIGNED: VJG VJG 6/ 14/21 LDH DRAWN: VJG VJG 2 6 20 LDH CHECKED: LDH BY I DATE APPR APPROVED: LDH SCALE: AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CONDUIT ENTR, AREA d , p o"o b C P� vlEw SIZE TO FIT SIZE TO FIT CABINET I q, CABINET a —Grade Level U .4 c4 " f % , FRONT. VIEW. SIDE VIEW STREET LIGHT CONTACTOR FOUNDATION El L Shin to plumb Shim to plumb See Note 3 Sea Note 3 +I 04 hoops +l Q4 hoops o #4 bar each comer a #'4 bar each tamer -A f 6" MtN t" to 2" L6" MIN 3/8" diameter plastic drain 3/8" diomster plastic drotn SIDE VIEW Cabinet depth t'-6' + 2" e r 4 3 G + SIDE VIEW Cabinet depth 1'-6" + 2" m jj4 bar each r, corner 3 w tV G } #4 bar each comer PLAN VIEW PLAN VIEW PAD MOUNT PAD MOUNT CONTROLLER' CABINET FOUNDATION $AS�RY �9CKUPYStijFM (BBS1 FOUNDATION For NOTES see Std. Plan 126.2 ° STD. PLAN — * PUBLIC WORKS CABINET FOUNDATION DETAILS ROVE ', 11R DEPARTMENT _ _ f ._ 'R CITY OF t RENTON Planning/Building/Public Works Dept. T-409105 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION CBarnes 10/06/2021 ' E PMENT ENGINEERING rs 10/01 /2021 (DI DATE: MAPLE HIGHLANDS PLAT 6/14/21 FIELDBOOK: ILLUMINATION DETAILS PAGE: DRAWING NO: 162ND AVE SE/SE 134TH ST IL4 RENTON, WASH I N GTON 98056 SHEET: 4 OF: 4 u I / Q0 0 0 0