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HomeMy WebLinkAboutzR-4091Set0 z J V J n Ca G Pm" or LOT S PMIM OF LOT S 2 3 COAR ►ARK PP2 AM MAM5 VOL 13 OF PLATS. M SI F&C. Ra 40eu PCRIM OF LOT S C-d - -Yi nid^roT� e 5 1 6 1 7 13 12 11 10 TR4CTS I II I I I Lor : I 1 LM a LOT 7 PROJECT CONTACTS: OWNER ................................................ HAMBLIN LIVING TRUST ..........................................................16210 SE 134TH STREET .......................................................... RENTON, WASHINGTON 98059 APPLICANT ......................................... D4 DEVELOPMENT LLC ..........................................................622 CEMETERY ROAD .......................................................... WINLOCK, WASHINGTON 98596 .......................................................... (425) 470-9384 .......................................................... CONTACT. TRAVIS DEFOOR .......................................................... TRAVIS@D4-DLLC.COM CIVIL ENGINEER/SURVEYOR............... D.R. STRONG CONSULTING ENGINEERS, INC. ..........................................................520 - 7th AVENUE .......................................................... KIRKLAND, WASHINGTON 98033 .......................................................... (425) 827-3063 .......................................................... CONTACT.- YOSHIO L. PIEDISCALZI, P.E. .......................................................... YOSHIO.PIEOISCALZIOORSTRONG.COM .......................................................... CONTACT.- JAMES G. REICHHOFF, P.L.S. .......................................................... JAMES. REICHHOFFODRSTRONG. COM GEOTECHNICAL ENGINEER .................. EARTH SOLUTIONS NW, LLC ..........................................................1805 - 136 TH PL NE, SUl TE 201 ..........................................................BELLEVUE, WA 98005 .......................................................... (425) 449-4704 .......................................................... CONTACT.- KYLE CAMPBELL, P.E. TRAFFIC ENGINEER ............................. TRAFFEX ..........................................................11410 NE 124TH ST., 1590 .......................................................... KIRKLAND, WA 98034 .......................................................... (425) 522-4118 .......................................................... CONTACT: LARRY D. HOBBS, PE .......................................................... LARRY@1VW7RAFFEX.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 162NO 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 166TH 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-1 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 IRRIGATION PLAN L-5 5 OF 6 IRRIGATION 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) 9 FA g TR4CTA NORTH GRAPHIC SCALE 0 50 100 200 L°T] 1 INCH = 100 FT. PROJECT DESCRIPTION: 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 DISTRICT ....................... 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. TRACT 'B" TREE RETENTION... AREA TABLE.• 0.349 ACRES (15,198 S.F.) 0.084 ACRES (3,665 S.F) 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. AS -BUILT NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS 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: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 6; THENCE NORTH 30 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 75 FEET THENCE EAST 122 FEET - THENCE SOUTH 75 FEET - THENCE WEST 122 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SUR VEYOR'S NO TES.- 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 30, 2018. ALL SURVEY CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS PROJECT IN APRIL, 2018. 3. PROPERTY AREA = 182,269t SQUARE FEET (4.1843t ACRES). 4. ALL DISTANCES ARE IN U.S. SURVEY FEET. 5. THIS /S 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 MONUMENTATION 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 /N 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. 200JO801000627. 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. 20180314000879. 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. NO AS-BUIL T INFORMATION ON THIS SHEET. I/ CER77FY THAT 774E INFORMATION SHOWN HEREON WH1CH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7E• 212912024. " L[I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 FINAL AS-BUILTS COMMENTS 2.28.24 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 Ml TIGA TION 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 STORMWATER DETENTION POND SHALL BE CONSIDERED A MAJOR PLAT AMENDMENT SUBJECT TO THE REQUIREMENTS OUTLINED UNDER RMC 4- 7- 080. M. 2. 11. THE PROPOSED STORMWA TER VAULT WITHIN TRACT A SHALL BE LOCATED ENTIRELY BELOW GROUND. ENGINEERED CONSTRUCTION PLANS SHOWING THE VAULT ENTIRELY 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 MAYBE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE PUBLIC WORKS DEPARTMENT. 17 ANY CABLE TV CONDUITS SHALL BE UNOERGROUNDED 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 SUBDIVIDER AND SHALL INSPECT THE CONDUIT AND CERTIFY TO THE CITY THAT I IS PROPERLY 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 /// 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 1347H 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 02.28.24 YLP SURVEYED: DESIGNED: YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVE 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 Planning/Building/Public Works Dept. SE 28 TH ST j W Q SE 130 TH j SE 132ND S T LO S 132N S T O N PROJECT l TE Q SE 133RD S 7 Q- LSEff2NDPL SE 13 TH S T SE 134 TH S E 136 TH ST S 4 TH P Q Q QSE IJ8TH S 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 CONSTRUCT/ON STORMWA TER PERM/T 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. IF - NOTE FOR CER TIFICA TION OF SUR VEY INFORMA TION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS. R-4091 01 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS COVER SHEET DATE: 09.05.19 PAGE: 16210 SE 134TH STREET C 1 RENTON, WASHINGTON 98059 SHEET: 1 OF: F41 DRS PROJECT NO. 17020 T 00 rn Ir- LJ M, H H 00 a J U) 0 z a J V LL1 5a L 0 z J r= V 2 LU n C� G NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS BLOCK CEDAR PARK FIVE ACRE TRACTS VOL. 15 OF PLATS, PG. 91 REC. NO. 495641 PORTION OF LOT 5 PORTION OF LOT 5 PORTION OF LOT 5 FENCE FENCE 4' W D FENCE FENCE 0.1'N FENCE X rX 0.8'S FENCE 4' WIRE MESH FENCE 1.8S 12"D 28 E FENCE FENCE x ,' �,' I ��� ,'N87'41'03"W 5 6.02' �♦ <� __ �— �— 1.5'S 2.4'S FENCE 586.23' (P1) `\ `♦ r `� ) �— 2.6'S FENCE CORNER VE 0. �� '� ' / ' i� ` \ �♦ �` �♦ EAVE` i / 44"D I I»� �- 4' WNB�i�i�Fi�k'.�fE 227.5—\X�X�_X 28 D i i ( I I 1 \ ♦ \ 1 1 i » \ \ \♦ \♦ i I I I I I \ �♦ �♦ \ °� 1 r / I I I 38 D --� \` . ) 4" d D i i I I I 1 ♦ . ` \ I 36" I . \ \ ` �` �\ F6CE D GIll" I N, d I I 1 r `♦ \ 470 - ` \ °I x 40"E/ \ I \ - - \ I 0.?F W xi �� ( it i II\ \\\ \��\ BARN \\\ i i 1 20"�\\ \\\ 060"D ` - - - -' `♦ \ �' '� II 1'4' I IRE18",14"D 1» %p � 2 I \ ,\ i \ ♦\ \ � \ \\ 1♦ 1 N 1 \ 36„ \\ �, _ ♦\` `� \- - - MESq FENCE i I cp I N o ,, ♦ \ ♦ I IX FENCEI �x \\ \\\ \`♦ \`♦ \� \_\�`� �`�\\ \`� ``� `�♦♦�`.CONC. 20 E `\\ \\ `\♦ r,' `\ \`♦ ``♦\ ``♦ I 11 1.�'W 12 8 D X cn I I 3 \ ♦♦ SO \� _ `♦ ♦`♦ `♦ \ `♦ ♦♦ ` BLOCK \ \ �\_, I I r\ ♦\ `♦ ♦\ ♦ I I , 1� \ = I o _ - �. \ `♦ `♦ ♦ WALL \ `\ \ I 1 `� `♦\ I I i I 18 1,16 t6 q I I -r1 \ O 00 IrTi ♦ O ♦ ♦ ♦ ♦ ♦ ♦ ♦ ` \ tp I ` ♦ ♦ 1 I \ zx \ I-- 1 \ \ \ 1 I I I I I I \ xW 1 T- Z OS` ♦ \ ` ♦ \ ` `I `\ \\ \\ \ \\ \\ `` `\ \ \ `� \ ♦ ♦ 1 II , �' / \\ I I I 1 II 1 °(G 10„DLWi / ♦ �___--------_ ' 1 I \ \ \ \ ` ` rr d `. I , \ I I I I 14" 1d" = \ x / - `♦ ' I \ \ ` \ \ ♦ `\ Q �O ♦ `I , > I I I 1 )FENCED I X In 'i \ \�\ \ i2.5'W , 14" I)1 1 � I \ I I a� --� 8Ld ---- ----- . �' �, / I I II I \ \ \ \�S'\\ \ 1 \\\ \ \ ♦ , II I I CID 2 6"I�t x EASEMENT REC. 1° 1 "p NO. 20030310002075 & 12�D AGREEMENT REC. 361 x - N0. 20030310002076 ,' \ ` \ \ \ '\ \ \ I I I 4i WIRE I 3 1 16"D U) x i \ 18"D 10",6"D i 9„D FENCE \ \\ II i \i \\ \\ \\ \\ I i\ ,- - Ir �,' I MESH FENCE i N I1 x \ I i �\ 11 CORN�R 1 `, GATE i ) i i \\ II 1 �\ `�`/ i �� /1 i 1 i i IEDI"D \ \ 0 1 \ 116.2 N 1 1 I I / I r I 1 \ `♦ I �, I I I I O �14>• ♦\ ' �� - - - 9„ 10",8",6"D WOOD liJ i \ .'� 1 Z 348"D ' ♦ SHED 1 I I I 4' CH4IN fNK ENCE zSTEPS1I�` ° 18",16" 1•Q»DQ 1 , I I / I 1 \ \ ♦ \ / 'FENCE EN ° 6' WOOD FENCE WII I I \ ♦` i \ r 30"D �` I � I 1 \ \ \ � I \ 1 I I I i x 16"D 3 'E N 0, u< i c I 1 1 \ \ \ ♦ I 1 a I I 1 I 18" N8T \ 8„(8)16„(2)DOuj 1\ \ \ 1 1 1 \ \ 1 1 / I I I 122.1 i'' ` LEAVE 1 \ I I I 1 1 I ` 1 1 I FENCE -512 FENCE 1\ I I i I i i I i 1 I �♦ I 1 / 3,1'W x a w HOUSE \ 6„(2)D I I I I I 1 1 I I . \ I 1 1 I I I 3 U \\ 1 Z 1 1 I I I 1 I I I `♦ I I I I / I II 1 I I r I I1I y ILI wZ :33 Z 4 HOUSE 1.5'W aJz Q Q� FENR oo RFFELEV vSE FENCE CORNER 003.8'N Z509.560 Z .1. \ \ \ \ I I I I FROM PROPERTY CORNER \ \\ \� `\ �♦ \ `\ `\ 0 RF ELE\/ \ \ ♦ ♦ \ ` 1 1 I I ) I I I 14"D 12"D 9" 6"E W 0 FENCE �520.38, "� \ ' \ ` \ ` ` ` \ 1 1 I I I I I FENCE X . " X 0 ♦ \ \\ \\ \♦ \` �♦ �♦ �♦ \♦ I ,1 1 i I I 1.9'E ,�. CON. � � 2.17' 6"D 8"D . STEPS \ \ \` ♦\ ♦\ ♦\ \ ♦\ ♦` ♦\ \\ I �, 1 I / I I I ' ' 24"D 8" 2 ,6'D � ` °') ° 6"(2)D \ ♦ ♦ ♦ ` \ ` ` ` ` ' i� i i � \I � � , I / � ) / ♦ \ \ ♦ ♦ ♦ `� \ `� `� `� `� 1 4 WIRE S� OP ' 7"D 10" 8"D ° �> > ` ` ` _J I Zi FOUND 3/8" REBAR I 40 •E WITH NO CAP, 0.7'S X I / " � „ 16"D , ' ( I 1 I I , ' I ` i 1.5'E OF PROP. CORE 14 D \ 12 CPP SE 134TH ST \ \ ° , FENCE CRNER I 1 , 34"� () ' / ' ° 1455.28 6"D r 1 4' S X X X 6' 2 E 18"E , - W W ' 6"D FENCE— 4' WIDE MESH FE CE CHAIN LIN ° 4' C AIN LINK FENCP,/ /� 4" CPP 1ti 0 8"D� �X X� N87'47'10 W 588.40 FENCE 588.32 (R1) FENCE FENCE ' x FENCE FENCE X FENCE END 588.53 (R3) FENCE ON FENCE FENCE CORNER >c 8 12'D� FENCE CORNER 4' WIRE MESH FENCE 15.2'S CORNER 3.2 S LOT 2 0 7 S PROPERTY 0.9'S 0.3'N 0.2'N I 11.5'E 18.7' S LOT 1 LOT 3 } o x LOT 3 I o I\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) _. G _td- 9 PORTION OF LOT 7 KING COUNTY INTERLAKE ADD. NO. 1 VOL. 83 OF PLATS, PGS. 96-97 REC. NO. 8804110386 AS -BUILT NO AS-BUIL T INFORMATION ON THIS SHEET. I/ CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA7TONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TE.• 212912024. " 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 SHORT PLAT 675067R REC. NO. 8804110386 FINAL AS-BUILTS COMMENTS 2.28.24 YLP 02.28.24 YLP SURVEYED: DESIGNED: YLP DRAWN: GLB CHECKED: YLP REVISION BY DATE APPR APPROVE SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY WATER BLOW -OFF LEGEND: I a WATER I BLOW -OFF I � \ I • I 1 \ 1 1 1 \\ SF ED � I \ 5' WOOD FENCE 'I11 111 11 11 1,1 w I j� 1L I VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM I \111 I1 Zr ♦\ �, \ z ♦ I , 1 � 11\1 \I\11, \01 16"D I 1 122"E 1 li5"E »E �2"E FOUND SECTION CORNER AS NOTED ►O► FOUND QUARTER CORNER AS NOTED ® FOUND MONUMENT AS NOTED 0 FOUND CORNER MONUMENT AS NOTED -� ROAD SIGNAGE ® MAIL BOX ❑© POWER METER f POWER POLE POWER VAULT, SIZE VARIES ❑ JUNCTION BOX, SIZE VARIES 1'X LIGHT POLE NO ARM LIGHT POLE WITH ARM GUY WIRE ® WATER METER Da WA TER VALVE s WA TER SPIGOT FIRE HYDRANT CO ROCKERY ® STORM DRAIN CATCH BASIN STORM DRAIN MANHOLE VER T/CAL DA TUM: SANITARY SEWER MANHOLE D4 GAS VALVE © GAS METER ODECIDUOUS TREE O 0) EVERGREEN TREE r U SANITARY SEWER LINE STORM LINE OP OVERHEAD POWER OT OVERHEAD TELEPHONE P UNDERGROUND POWER W UNDERGROUND WATER G UNDERGROUND GAS T UNDERGROUND TELEPHONE co C UNDERGROUND CABLE C'7 "' "' "' "' EDGE OF PA VEMEN T 0 X X FENCE 0 .............................. . GRAVEL T • .a CONCRETE Q n 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 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). NORTH PARC GRAPHIC SCALE 132305- 0 20 40 80 1 INCH = 40 FT. C TY OF RENTON 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. 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: 2 OF41 DRS PROJECT NO. 17020 J U) 0 z J w 5Q L 16"D �1 122"E WATER r till, BLOW -OFF I. 1 ��'it ' 1i5 E 1�E �2»E I oe �16"E _ • 1127"E 30"E � r i. °01 5' PUBLIC PEDESTRIAN 4' PLA TICASEMENT REC. PICKET FENCE 20210927001436\y NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS I CB RIM=453.14 IE 12"RCP(N )=451.54 CONCRETE IE 12"RCP(S)=451.51 RETAINING WALL 4' CHAIN LINK FENCE 12" RCP=447.31 4" PVC= 53.89 GATE 12" RCP=450.18 12 RC�3:1 12 RCP=446.47 ATE 12" RCP=454.21 � . 4" PVC=4 4.24 -x------ - - -- - - -x- x x AT x 4' CHAT K . _ - - FENCE x x x AT x to e` - N OP II 12" CONC=453.31 GV w W 12" RCP=450.89 � - T I 0 1 CP= 452.20 r_ x - - OP SE 135TH ST 12" ADS=455.08 OP ' 12" CONC=463.64 Cl-�\ I �\ "DRUG FREE CB 12" RCP=453.11 00 OP 12" RCP=451.43 _ ZONE" SIGN RIM=454.30 12" RCP=446.33 IE 12"RCP(N)=450.96 12" RCP=449.36 �\ 12" CONC=459.99 IE 15"DI(SE)=450.96 4' CHAIN LINK IE 12"ADS(W)=450.9 12" RCP=452.42 FENCE Cl- O 4' CHAIN LINK FENCE Cl- O I ' it I 1 r I � I � I X I / II r 1 1 II r i I O i''I III rr1 II II 1 • 1 i 1 1 rrlrr r I r � 1 r rr� 1 CB - SOLID LOCKING LID CB - SOLID LOCKING LID I I P I RIM= 472.42 RIM=456.62 ' I 1 I 12"CPP(W)= 467.42 r \ "CPP(E)= 467.12"CPP(W)= 452.67 12 42 12"CPP(E)= 452.67 12" CPP -L-I-�- i SE 136TH ST Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 9 12" CONC=453.83 4 PVC=454.66 -- 4' CLF / AS-BUILT NO AS-BUIL T INFORMATION ON THIS SHEET. I/ CER77FY THAT 774E INFORMATION SHOWN HEREON WH1CH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATZ_• 212912024." III D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 N 0. FINAL AS-BUILTS COMMENTS 2.28.24 REVISION _ x X ,_ --- x - - 12" RCP=442.16 0 0 0 0 12" RCP=444.31 �v JK "SE 135 ST & ...:..�o I 166 AVE SE„ `12" RC41:��2 A O CROSS STREET � �Q 12" RCP=444.62P= / SIGN "PEDESTRIAN AHEAD" S1%,, RCP=437.19 12" RCP=445.47 W i.. "NO PARKING" SIGN 24" CONC=434.04 O 24" CONC=433.85 YELLOW FLASH LIGHTS & "SPEED LIMIT" SIGN O NO PARKING" 438 SIGN "NO PARKING" N I "SPEED LIMIT" ' "END SCHOOL ZONE" �i SIGNS Q � ' co � o CID 440I \o ,442- Ir I i k�k - t � I I G q _ GV 16"D , 24"E i"E E /I 12"E 20",2M'/E �� ,'2"/6W34"E 'Y4"E , ' 28"E ,24 ° �36 112' / , "� ' 26"E ' l b uo »E _ 18" 20"E 14"E / �'� S,8MH bh RIM=451.15 18"E / IE 12" PIPE(NE)=441.9 IE 6" PIPES)=441.8 " 18"E 88"E/ �`� ........ 8' CHAIN LINK / FENCE 14" - 7 16"E II YLP 02.28.24 YLP SURVEYED: DESIGNED: YLP DRAWN: GLB CHECKED: --[- YLP BY DATE APPR APPROVE: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM LJ LEGEND: co FOUND SECTION CORNER AS NOTED ( SANITARY SEWER MANHOLE C) ►O� FOUND QUARTER CORNER AS NOTED D4 GAS VALVE 0 ® FOUND MONUMENT AS NOTED © GAS METER 00 0 FOUND CORNER MONUMENT AS NOTED O DECIDUOUS TREE T a -� 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 I' LIGHT POLE NO ARM P UNDERGROUND POWER LIGHT POLE WITH ARM W UNDERGROUND WATER GUY WIRE G UNDERGROUND GAS ® WATER METER T UNDERGROUND TELEPHONE m WA TER VALVE C UNDERGROUND CABLE s WA TER SPIGOT "` "` "` "` EDGE OF PA VEMEN T FIRE HYDRANT X X FENCE CO ROCKERY GRA VEL ® STORM DRAIN CATCH BASIN ;, a CONCRETE STORM DRAIN MANHOLE b VER T/CAL DA TUM: • C TY OF RENTON Planning/Building/Public Works Dept. 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 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 20 40 80 1 INCH = 40 FT. R-409103 � IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS OFFSITE TOPOGRAPHY MAP C� 0 z a V w DATE: 09.05.19 � FIELDBOOK: a PAGE: 2 nRAWINI: Nn. 16210 SE 134TH STREET C3 RENTON, WASHINGTON 98059 SHEET: 3 OF41 DRS PROJECT NO. 17020 0 z J /_ V LU -17 n a NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS I FOUND 3" PLAT BRASS DISK W/PUNCH ON CONCRETE STREET SURFACE AT INTERSECTION OF NE 4 TH ST & 148TH AVE SE. (C. O. R. 111852) . vJ I CR-1 20 007 0 1 ❑ � +CR-2 FOUND 3" BRASS DISK W/PUNCH STAMPED "KING COUNTY SURVEY MONUMENT" ON CONCRETE STREET SURFACE AT INTERSECTION OF SE 128THST & 164TH AVE SE BLOCK 1 CEDAR PARK FIVE ACRE TRACTS VOL. 15 OF PLATS, PG. 91 REC. NO. 495641 PORTION OF LOT 5 1 . PORTION OF LOT 5 PORTION OF LOT 5 8.5' PRIVATE STORM DRAINAGE EASEMENT 8.5' PRIVATE STORM L= 80.16---I� NJ/4I 0 1/'W70.13 DRAINAGE EASEMENT -I- 70.13' 70. 70_.5183_6' - _------�0_13_- -------� -- r== -II - - -- -�-- I 805' I ---_-- rf--- -- F----� -- � I I- --�,-_-_70-.13-' I, 4.9R. w 5' PRI VA TE S TORM PRIVATE STORM 0. DE I DRAINAGE I I 5 I I I I I I EASEMENT DRAINAGE �I N I I I I EASEMENT �I 112,425S.F. IN I 2 N 10, 510 S. F. I� I I, I I� I I� I� I 3 10, 208 S. F. I� I Mi I 4 I 9, 906 S. F. I I of I 5 I 9, 604 S.F. I, to �ci I I, I 6 I� 9, 302 S. F. 0 I 7 I 9, 000 S. F. I cb S I Io 9,868s.I. ^ I� I I I I ► I I I I I I I I ^ I ► I I I ► ► ( o I I II II I I I I I I I I I I I I I � I I I I I I N I I I I I I �- - - - - I - - I I- - - - - I - J I L------ � L------J �-------� I �- -----I -----------J 10' JOINT UTILITY EASEMENT1 I L=23.56' R L=23.67' L - - - - - - - - - - - - - R=15.00' ---- -------- --- - -------- - - - - - - 70.00' - - - - - - 70.00' - -------- 70.00" 70.00' ' 65.00/ 66.07' 70.00' _ 70.00' 21+00 I- 4- 10 -11 I O O_ 15 ' 14 NOT PART OF PROJECT AREA TAX PARCEL #1457500026 3 I I o I I a II 4 '1 " I TRACT B 12217 I c c TREE RETENTION o I I - 3, 665 S.F. I I 122. 17' I Z ; 30.04' W I o m o low �n C6 I I N Q � o C° i PORTION OF LOT 7 IZ i I I I II 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 135TH ST & 162NO AVE SE I I I 1 I FOUND 2" DIA BRASS DISK IN CONCRETE 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 160 TH AVE SE & SE 136 TH ST OF SE 136 TH ST & 162ND AVE SE N8758'53"W 653.24' FOUND 1-1/2" BRASS DISK W/PUNCH N8758'S3"W 653.24' I IN CONCRETE MONUMENT, DOWN 0.7" _ _ _ - IN CASE AT INTERSECTION OF SE 142ND ST & 148TH PI SE. _ N67.19'S6"E Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) D.R. STRONG RSCONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 4 O 425 827 3063 F 425 827 2423 N O. 24+00 25+00 26+00 22+00 ROADA 23 D +00 _ - - �- - I - - - +- -$- - T c 76.92' -- 16 UNIT N. D. B. C. U. MAILBOX --- 70.00--- 70.00' ------ -- 10' JOINT UTILITY 70.00' --------I I 70.00' - - - - - - - - 87_61 - - - - - L=23.56' R=15.00' INSTALLATION. SEE SHEET C14 FOR DETAILS EASEMENT - - - I I I I I I 15' I PRIVATE STORMDRAINAGE -� I I I I I I I EASEME T III II I I I I I TRACTA 13 �2 I ► �� I°0 %0 I I STORM DRAINAGE 9, 781 S. F. I N I 9,156 S. F. 9,449 S. F. I I 9,742 S. F. i 10,035 S. F. 15,198 S. F. I I I I I I I I I I I I I I L-------I I I L---- I I I I I I I I �I --�-- - -7' PRI VA TE S TORM DRAINAGE 77.99 70.13' i 70.T3' EASEMENT i `70.1_T 102.83' LOT 2 I LOT 3 LOT 1 LOT 3 , INTERLAKE ADD. NO. 1 VOL. 83 OF PLATS, PGS. 96-97 REC. NO. 8804110386 KING COUNTY SHORT PLAT 675067R REC. NO. 8804110386 VER T/CAL DA TUM: NAVD 1988 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. ELEVA TION: 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 14+68.50, 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) FINAL AS-BUILTS COMMENTS 2.28.24 REVISION AS -BUILT NO AS -BOIL T INFORMA 77ON ON THIS SHEET. "I CER77FY 77-IAT 77-IE INFORMA77ON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCARONS, ELEVATIONS, DEP7745, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURA 7FL Y REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON 77-IIS DA7F• 212912024. " YAP OZ 28 24 YAP I SURVEYED: SCALE M. o I T O � N 26+91.06 I I 3 �I T PV, Q �I o 0 + 0 Uj F_ a FOUND 1/2" REBAR FLUSH WITH SURFACE. FOUND 1/2" 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. 0.4 N X 0.1 'W OF RECORD CORNER L OCA TION �`` VERTICAL: NAVD 1988 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 YLP DRAWN: v GLB ONE INCH DATUM CHECKED: AT FULL SCALE • YLP IF NOT ONE INCH BY DATE APPR APPROVE SCALE ACCORDINGLY R = 25. 00' CR-1 A = 9025'35" L = 39.46' R = 25. 00' CR-2 A = 112 38'51 " 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 (2) RAMP NO. STATIONING IS ALONG FLOWLINE OF CURB ADA RAMPS PER WSOOT STD. PLAN F-45.10-02 & F-40.15-03 SEE DETAIL, SHEET C13 DRI VEWA Y TABLE LOT NO. DRI VEWA Y C S TA. 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 1457500025 13+84.14 STATIONING IS ALONG FLOWLINE OF CURB. DRIVEWAY WIDTHS ARE 16-FT UNLESS OTHERWISE NOTED. 12.5' CORNER LOT REAR BSBL F- 25' REAR BSBL I f I 30' STREET BSBL I I I 10' SIDE BSBL I I I I I I I 17.5' CORNER I I LqT SIDE BSBL 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 30' FRONT BSBJ I L- - TYPICAL BSBL 00 ( I UNLESS NOTED OTHERWISE 1 "--40' 0 0 03 N 4_ 1 I I I I I I I - -1 • C TY 0 E RENTON E."R VANIV Planning/Building/Public Works Dept. 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 1 INCH = 40 FT. T C) C) 0) T , LJ 00 a J R-409104 IN COMPLIANCE WITH CITY OF RENTON STANDARDS U) 0 z J LLI DATE: MAPLE HIGHLANDS 09.05.19 HORIZONTAL AND VERTICAL CONTROL PLAN FIELDBOOK: PAGE: 16210 SE 134T H STREET DRAWINGC 4 RENTON, WASHINGTON 98059 SHEET: 4 OF41 DRS PROJECT NO. 17020 NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS BLOCK 1 CEDAR PARK FIVE ACRE TRACTS VOL. 15 OF PLATS, PG. 91 REC. NO. 495641 PORTION OF LOT 5 PORTION OF LOT 5 PORTION OF LOT 5 FENCE FENCE 4' WLo�x�,j- 0.4'S 0.1'N FENCE FENC 1813 1`,'D 83128"E X 0.8'S 4' WIRE MESH FENCE 1.8 1830 r FENI. END OF ' } \ �— + 1.5 S 2.4 S FENCE \ `\ ;� —7— 2 6'S FENCE CORNER 1.8 S. OF 1829 D_1 ' 1 MESH FENCE X X X \ \ / �'•.� 06 837 \ ` \ \ \ 1 FEhv C F / 183�2 D 0. A 59 x R \ i 8 7r `\ ' -L-- f83s " " - ' . . 1 1 1� 8 ' I \. ` � � � 1 14' V IRE B 85 ESHi FENCE \\ \ LLJ \\ \ `�O \ \� \ \\ \ ` ` `\ \ i \\ i' i' 1 ---- \ �\ \\ I I \ I \ \ \� `\ . \ i I \ �. \ I I 1 8"D 2 x 1 XLd W LLJ y — — - - - - DEAD 1826 \ \ \I „D 144- 6 \ PEA FENC / 1 \ 10", '1�2"¢ 1824 16.2' WOOD 18 4 "D ' n X FENCEND 6' WOOD FENCE -18, r 3 \ 1 8 (8)16 (2 \ \ \ \ I \ \ 1 I uJ FENCE\ 181$ !EAVE 1 z I 2- \ y L, 511 I HOUSE \ 0.3'W L 12) D \\ I Yxl I 1 \ C \ z 1 1 1 1 1 I I \ \\ HOUSE \ C Q \ \ 1 1 1 I - � I i — W i W 0� \ X X X FENCE FENCE FENCE END FENCE ON FENCE FENCE FENCE CORNER x 8 ,12"D \ 4' WIRE MESH FENCE 15.2'S 3.2'S 0• FENCE CORNER PROPERTY 0.9'S CORNER LOT 2 0.2'N I 11.5'E o LOT 3 18.7' S LOT 1 LOT 3 .... .. PORTION OF LOT 7 INTERLAKE ADD. N0. 1 KING COUNTY o.................. SHORT PLAT 675067R \ i BLOW -OFF \ I VOL. 83 OF PLATS, PGS. 96-97 / REC. NO. 8804110386 \...... 'REC. NO. 8804110386 I g AkL.�� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) CORNER C 3.8'N SE FENCE CORNER C FF E70 \ �x \d L / / =509.56 \ \ \\ \\ 10 \ HP 1803 8.1'N X 0.9'W \ Fyk ROM PROPERTY LRNER�` ` 2 _ WOODX'FENCE v "" X _ 0 RF \ \ \ \ :�.. 5�. - 02.-�% CON. STEPS FENCE RNER COQ_---' • 6 T B 1817 13.4' S '' X X X REE RETENTION�\l 8"D/ 4' WIRE MESH FE CE° 1823 6"D FENCE X�� ^^d WAIN LINES x �X = 186 3.0'S X--- C /` TREE RETENTION CALCULATIONS TOTAL TREES ON SURVEY: 80 OFFSITE TREES: (INCLUDES DEAD, DISEASED OR DANGEROUS TREES) 50 TOTAL TREES ON SITE: J0 TREES IN PROPOSED R. 0. W.: 7 DEAD, DISEASED OR DANGEROUS TREES: (NOT IN PROPOSED R. 0. W..) 12 TREES IN PRI VA TE ACCESS EA SEMEN TS/TRACTS: 0 TREES IN CRITICAL AREAS AND BUFFERS: 0 NET TREES: 11 TREES TO BE RETAINED, REQUIRED: (11 X 0. JO) = J. 3 TREES TO BE RETAINED, PROPOSED: 8 REQUIRED REPLACEMENT INCHES: 0 CI, TESC LEGEND CL CONSTRUCTION LIMITS & HIGH VISIBILITY PLASTIC CONSTRUCTION FENCE 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 AS -BUILT NO AS-BUIL T INFORMA 71ON ON THIS SHEET. "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA710NS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDI T10NS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 212912024." 1 I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 FN 0. FINAL AS-BUILTS COMMENTS 2.28.24 REVISION i I I D »48 w � 1849 ^'D x_ 4'1 WI I \ ' M SH FE I I / ��si 4 ' D ' ->' / /O'F7' 18 x , — — -' __j — — 1 "D 1 44 30"D 842 1843 l FENC I 30'1 ' I I I iFEN(b� AD I 11 I 1.5'Mh '1 TRACT A I'' I I STORM DRAINAGE I CO � it I ' 1 ^ 'DEAD `11 I 1 19' E 4' WIRE ' F N R MESH FE�NIdy i ' 4 ' X 14"1 12" CPP �r'iserE 1 e� vk,186 18„ I,' f8 s 11 455.28 4 L 1es CPP 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. YLP 02.28.24 YLP SURVEYED: DESIGNED: YLP DRAWN: GLB CHECKED: BY DATE APPR[711RIVED:: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 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 B/GLEAF 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 B/GLEAF 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 HEAL TH VIABLE? RETAIN? 1801 ORNAMENTAL PEAR 175 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 182J 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. T C) 0) T M, LJ 00 Q J R-409105 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn 0 z a V LU DATE: MAPLE HIGHLANDS 09.05.19 TREE RETENTION PLAN FIELDBOOK: PAGE: DRAWING 16210 SE 134TH STREET C5 RENTON, WASHINGTON 98059 SHEET: 5 OF41 DRS PROJECT NO. 17020 NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS j= _ _ ,-- , X s � FL = 471.44 • _FL_ FL 460.88 ... _..13 S 50.`!; 1.26X S 9.3 S 5 ® — ..... ® 86X Co CIO � LLI ` \\ \ II I C:) \ . \ I — — \\ PS X 44 r -So CP \ X I X DC ;� 512- / 1 I 1 \ \ \ \ I 1 \ \ I \ I I I I I I 1-- CONSTRUCTION ` \ XI I I I I %t \ \ I I I I I I I STAGING AREA: ALLCONSTRUC � PS \ O I MATERIALSTION AND 1 LIQUIDS TO BE I STORED HERE (IN \ \ X \ I TRAILERS) AND ONLY I COVERED HERE AT ALL TIMES. STOCKPILE AREA SHALL BE I ` \ \ LINED WITH PLAS77C 1 \ \ \ \ \ \ \ \ AND RIP RAP PRIOR 1 M�. \ TO ANY AC7714TY. 1 • \ \FL- 466.93 S 66% \ 6.06.`� ._ .. . ---- Ste• 12X • ... I of _ X ' DR/VFWA Y TO BE x - - - _ Y REMOVED 0 X�X �X \••-_ / TREE PROTECTION l FENCES LOCA7FD ON LOT 3 CLEARING LIMITS (7YP.) PORTION OF KING L;Uuly I I INTERLAKE ADD. NO. 1 SHORT PLAT 675067R VOL. 83 OF PLATS, PIGS. 96-97 / REC. NO. 8804110386 REC. NO. 8804110386 � I I I CONSTRUCTION SEQUENCE: NO TES: 1. PRE -CONSTRUCTION MEETING. 1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE NECESSARY BY COR INSPECTOR. 2• COORDINATE WITH NEIGHBORING PROPERTY OWNERS THE REMOVAL OF CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). FENCES AND STRUCTURES. J. FLAG OR FENCE CLEARING LIMITS AND PROVIDE TREE PROTECTION. 3. BAKER TANKS (AS NECESSARY) WILL BE UTILIZED. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 4. MEASURES WILL BE PROVIDED TO ENSURE THAT NO RUNOFF FROM THE SITE SHALL GO TO ADJACENT PROPERTIES EITHER DURING OR AFTER 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). CONSTRUCTION. 6. CONSTRUCT OUTFALL CONVEYANCE SYSTEM FROM CB7 TO PROPOSED OUTFALL. 5. SILT FENCE WILL BE PROVIDED AT ALL DOWN SLOPES. 5. GEOTECHNICAL ANALYSIS INDICATES PERCHED GROUNDWATER IS LIKELY 7 INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). PRESENT ACROSS MUCH OF THE SITE. IF GROUNDWATER IS ENCOUNTERED 8. CONSTRUCT DETENTION VAULT AND SEDIMENT TRAPS IF REQUIRED. DURING EXCAVATION, THEN DE -WATERING MEASURES ARE TO BE UTILIZED AS NEEDED PER GEOTECHNICAL RECOMMENDATIONS. 9. GRADE AND STABILIZE CONSTRUCTION ROADS. 7 DOE CONSTRUCTION STORMWA TER GENERAL PERMIT NUMBER: XXXXXXXXX 10. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDA TIONS. ARBORIST NOTE: ANY CONSTRUCTION DONE WITHIN AN OFFSITE TREE DRIPLINE MUST BE DONE UNDER ARBORIST SUPERVISION. 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. AS-BUILT 16. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. NO AS —BUILT INFORMA770N ON THIS SHEET I\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,0ll "I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. 212912024." 1 FINAL AS—BUILTS COMMENTS 2.28.24 D.R. STRONG CONSUL TING ENGINEERS DR ENGINEERS PLANNERS SURVEYORS 620 - 71h AVENUE KIRKLAND, WA 98033 maw O 425827.3063 F 425827.2423 N 0. REVISION i I:�il�1i11 0 TESC LEGEND T CL CONSTRUCTION LIMITS O SF REINFORCED SILT FENCE 0 O o 0 0 0 o STABILIZED CONSTRUCTION ENTRANCE T x -0- C DUST CONTROL NB NETS AND BLANKETS MU MULCHING, MATTING, & COMPOST BLANKETS I OINLET PROTECTION I PS PERMANENT SEEDING AND PLANTING I X SS STREET SWEEPING &VACUUMING 11 1 • • • �� INTERCEPTOR SCALE WITH ROCK CHECK DAM co X EVERY 50' 12" TEMPORARY CULVERT O RIP RAP PAD O 1 O \ x —0 0 0 0 TREE PROTECTION FENCE \ \ T ` O1 EXISTING STRUCTURE TO BE REMOVED Q I ?� I I I I VIABLE ON -SITE TREES TO BE RETAINED n '=44,97 VIABLE ON -SITE TREES TO BE REMOVED II II II v, II II II , II II II I p I II II II I 1 � II II II I II VAUL T TO BE II I Q II U77LIZED FOR u J NON —VIABLE TREES TO BE REMOVED SEDIMENT TRAP z ONCE FLOOR AND PER ARBORIST REPORT � II WALLS ARE II CONSTRUCTED II a II II CK II pi III VIABLE OFFSITE TREES TO BE RETAINED I� 0 o = 4 1 / I 1I „ C1 VIABLE OFFSITE TREES TO BE REMOVED / ' =11 45E / 4" CPP SEDIMENT POND SIZING SUMMARY �1 v THE SEDIMENT POND WAS SIZED USING THE REQUIREMENTS STATED IN APPENDIX '0' OF THE 2017 CITY OF RENTON SURFACE WATER i DESIGN MANUAL SECTION D.2.1.5.2 WHICH REQUIRES 2,080 S.F. OF 1A SURFACE AREA PER CFS OF INFLOW WHICH WAS CALCULATED USING THE WWHM2012 (15 MIN TIME STEPS) TO ANALYZE DEVELOPED SITE 30' UTILITY EASEMENT CONDITIONS. � REC. NO. 2021 Q406000762 �_ � I POND (CATCHMENT AREA: 4.65 AC.) 5 .. .. QJ 10- YEAR PEAK FLOW RATE ...................2.1585 CFS '.. . v REQUIRED SURFACE AREA ..................... 4,4 90 S. F. PROVIDED SURFACE AREA.....................8,848 S.F. (VAULT AREA) \C DEWA TERING NO TE: DEWATERING IS NOT ANTICIPATED FOR THE SITE. SHOULD i DEWATERING CONTROL BE NECESSARY, CONTRACTOR SHALL APPLY 9 FOR A CONSTRUCTION DEWATERING PERMIT WITH BOTH KING v COUNTY AND CITY OF RENTON IN ORDER TO DISCHARGE TO THE SANITARY SEWER SYSTEM IN 162ND AVENUE SE. \� I I 1 I I II 1 III \ J CAA \ I 1 IV ` I1 1 0 1 II` II z z 1 11 III I\I 1 1 1 \1 J SEE SHEET C6 NORTH GRAPHIC SCALE 0 20 40 80 Emmilill 1 INCH = 40 FT. YLP 02.28.24 YLP SURVEYED: SCALE: DJC VERTICAL: NAVD 1988 • DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 o O T Y 0 F YLP DRAWN: RENTON GLB ONE INCH D'1, V� • CHECKED: AT FULL SCALE • vim• YLP IF NOT ONE INCH Planning/Building/Public Works Dept. BY DATE APPR APPROVE SCALE ACCORDINGLY R-409106 IN COMPLIANCE WITH CITY OF RENTON STANDARDS U) 0 Z J V w DATE: MAPLE HIGHLANDS 09.05.19 CLEARING AND TESC PLAN FIELDBOOK: PAGE: DRAWING 16210 SE 134T H STREET C 6 RENTON, WASHINGTON 98059 SHEET: 6 OF41 DRS PROJECT NO. 17020 z LU V 2 J n Ca G SEE SHEET C6 U 1 \ J U 30' UTILITY EASE ENT REC. NO. 2021 406 76 s, 'b 000 EASEMENT REC. NO. 20210927001436 4" PVC= 53.89 o up' Al {I--- --- -- �" 0 W r I. yC X OP P.. NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS 12" RCP=454.21 12" RCP=45 .1 _____4L vl_----- - --X -- -X- X X . .....—. - C1P_ ..........:::.. � I 12" CONC=463.64 o � I � I 12" C I I m n r r I I o I I I ,I r II II 0 / o d ' r I i I 1 r r I nr i r I r1 r roe CB 02 i RIM- i li 12"C i It — GAL CL —L - - , SE H ST I—,- r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C! AS -BUILT NO AS —BOIL T INFORMA 710N ON THIS SHEET. "I CERTIFY THAT 7HE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 212912024." 1 I I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 FN 0. 4 HVU=4 '+.L,+ OP x- - X .... o =442.1 ■ - EL n D >� .... T - - r - < I 6 ....... -440. 1 `...._. 12" RCP. 44.:9.2..�.. 12" RCP=444.62 / 12" RCP=437 -12" RCP=445.47 9.000 GALL I - , TANK; TURBID WATER ' I TO BE RETAINED IN ' BAKER TANK TO REDUCE TURBIDITY PRIOR TO DISCHARGE — T II I I I I I I I I I I IS I I I I I I SEWER TRENCH D WA 7ERING TO BE PUMPED TO BAKER TANK LJ • 0O Ir I ? I I � I •1 1440. I / � I I I I E I I SAMPLED HERE AND RELEASED THROUGH A FLOW METER AT A RATE NOT TO EXCEED 20 GPM DISCHARGED TO SSMH 10. I HOSE WILL BE DISCONNECTED WHEN NOT IN USE TO ALLOW FOR ACCESS TO ADJACENT PROPERTIES, DISCHARGE LOCATION TO CHANGE TO � NEAREST MANHOLE AS I ^�� UPSTREAM MANHOLES ' CONSTRUCTED \ GV X 531 �� 28/ 529 , 52,5' 524 0 5�L6' — SfM H / h RIM=451.15 IE 12" PIPE(NE)=441.9 IE 6" PIPE(S)=441.8 ............... / C) / II , FINAL AS—BUILTS COMMENTS 2.28.24 YLP 02.28.24 YLP SURVEYED: SCALE: DJC VERTICAL: NAVD 1988 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 YLP DRAWN: GLB ONE INCH DATUM CHECKED: AT FULL SCALE DATUM YLP IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY YLP TESC LEGEND T CL CONSTRUCTION LIMITS O SF REINFORCED SILT FENCE O O 0 0�0�0 0 0 0 0 0 o STABILIZED CONSTRUCTION ENTRANCE T U DC DUST CONTROL NB NETS AND BLANKETS MU MULCHING, MATTING, & COMPOST BLANKETS O INLET PROTECTION PS PERMANENT SEEDING AND PLANTING SS STREET SWEEPING & VACUUMING �- • • • IN TERCEP TOR SCALE WITH ROCK CHECK DAM co EVERY 50' 12" TEMPORARY CULVERT O RIP RAP PAD O O I —0 0 0 0 TREE PROTECTION FENCE Co T O1 EXISTING STRUCTURE TO BE REMOVED Q D J (01 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 CLEARING LIMITS NOTE: CLEARING LIMITS SHOWN FOR WORK TO BE DONE OFFSITE ARE FOR REFERENCE ONLY. NO ACTUAL CLEARING LIMIT FENCING WILL BE INSTALLED OFFSITE. NORTH GRAPHIC SCALE 0 20 40 80 `1 1 INCH = 40 FT. C TY OF RENTON Planning/Building/Public Works Dept. R-409107 � IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS OFFSITE CLEARING AND TESC PLAN Cn z J V W DATE: 09.05.19 � FIELDBOOK: PAGE: L nRAWIN(: Nn. 16210 SE 134TH STREET C7 RENTON, WASHINGTON 98059 SHEET: 7 OF41 DRS PROJECT NO. 17020 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 6' MAX. —POST SACING MAY BE INCREASED 4"x4" MIN. TRENCH TO 8' PF W RE BACKING ISU USED I I '�ull 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 1 Public Works Administrator DATE TREE PROTECTION MEASURES :45 / 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. IOVIDE 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 LENGTH/WIDTH 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 IS NOT TO SCALE (NTS) PUBLIC WORKS STD. PLAN - 215.10 APPROVED: DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1 VASOF Public Works Administrator DATE :45 / a. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, 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 PERIMETER 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 TREE'S 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: (I) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (Il) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE—HALF FEET (1-1/2) IN DIAMETER FOR EACH ONE INCH OF TREE CALIPER. THE REVIEWING OFFICIAL MA Y 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 MAY BE APPROVED BY THE REVIEWING OFFICIAL IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. g. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A PROFESSIONAL ARBORIST OR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVELOPMENT ACTIVITIES ANDIOR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO BE RETAINED. h. ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERMINED TO PROVIDE EQUAL OR GREATER TREE PROTECTION. r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C! AS -BUILT NO AS —BOIL T INFORMA 71ON ON THIS SHEET. "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEP INS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA IF• 212912024. " D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N FINAL AS—BUILTS COMMENTS 2.28.24 REVISION YLP 02.28.24 YLP SURVEYED: DESIGNED: YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVE SCALE: 5" MAX. DRAINAGE GRATE TRIM GRATEFRAME _ C_ OVERFLOW BYPASS d BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS ?, f FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW 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 Works Administrator DATE NO TES: 1. 6-FT. HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT THE DRIPLINE 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-IN 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. J. 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 N IS VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE DATUM IF NOT ONE INCH SCALE ACCORDINGLY DRIPLINE :45 / R-409108 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: MAPLE HIGHLANDS 09.05.19 C TY 0 TESC NOTES AND DETAILS UR FIELDBOOK: RENTON PAGE: DRAWING NO: Planning/Building/Public Works Dept. 16210 SE 134TH STREET C8 RENTON, WASHINGTON 98059 SHEET: ^ OF41 M, �J M, 00 T J W 0 z a J G LU J a DRS PROJECT NO. 17020 2 LEVEL BOTTOM M�1 1/\\�/\//�\/// 12" MIN. \ \\ 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 2A. FOR SLOPES STEEPER THAN 2H:1V 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 URI DEPARTMENT PUBLIC WORKS INTERCEPTOR SWALE PFR D GAZ 9/28/2018 1 Public Works Administrator DATE r 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:1 V 25-50 % 50 FEET C!, :45 AS -BUILT NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS D O o°O O o°O B oO00oO0 FLOW vY oO00oO0 _ oo��o oo�oo 0 ' PLAN DITCH CHECK DAM (TYP.) ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH 6" MIN. 24" MIN. SECTION A 2"-4" ROCK 2 a2 L L =THE DISTANCE SUCH THAT POINTS B 18" MIN. //�//�//• //�//j//��/�/// // / A AND B ARE OF EQUAL ELEVATION \Z 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 PRIPUBLIC WORKS DITCH CHECK DAMS PPR D. DEPARTMENT GAZ 9/28/2018 1 Pubic Wu,ks Admmisnz DATE NO AS —BUILT INFORMA 710N ON THIS SHEET. "l CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXlS71NG FIELD COND1710NS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE- 2/29/2024." D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE K/RKLAND, WA 98033 0425.8273063 F 425.827.2423 N FINAL 1 :45 EROSION AND SE DIMEWr CONTROL (ESC) STANDARD PLAN NOTE THE FOLLCIWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INC ORPCRATED IN THE EROSION AND SEDIM�iEMT CONTROL {ESC PLAN SET ALL THE NOTES ON THE LIST WAY NOT PERTAAN TO EVERY PROJECT THE APPLICANT OR OWNER. HEREBY REFERRED 70AfSAPPLICA147. MAY STRIKE OUT IRRELEVANT NOTES IF NOT APP4iCAKF TQ THE PR]D_r=rT. HQ+Il r=VFR, THE APP[FiQAMET SHA4 NOT R�FaI�MKFt MDR EDITTkIF, RF6WNINO FATE$ IF ApiDiT*QNAL NQTESARE NGE DEO FQA SPEQFIC ASPECTS, THEY SHALL IRE ADDIED,AFTERTHE ESC STANDARD PLAN NOTES. 1 00 ANY GUNSTRVCTmDN OR 0EVELOPMEN7 ACTWItYO IFS. A PRL-U0N5fRX11I4N MEVING SHALL BE 1ittU AMONG tHIE 017Y CIR REN70N. I-*m5Y REFERRED TO.ASTFIE CI1 '_THE APPLICAhJT, AbM THE APPLICAW SCOWT'RAC•TOR 2 THE APPLICANT LS RESPON51BLE FOROBTAIKIW5 THE WA.SENNGTON STATE QER1�RrWNT OF ECOLOGY (ECOL�F4 OGY)STRUCTIOM STORMI ATER GENERALPERMIT, IF IT II$ REQLF�RED FCR THE PF�JEQT TFIF APPLiC NT SHALL PRt)vt�E THE CITY COPIES 4F ALL A oNiTQFUF REPORTS PAQVIQF0 TO E00430Y ASS ULTED WITH THE COMSTRUG7101� STORFaIW TER GENERAL PERMIT. 3. 'THE E5C PLAN SET SHALL INCLUDE AN ESG GONLP 9TRCTBON 5EOUENCE DETAILING THE ORAERED 5TE.P5 THAT SHALL IBE FOLLOWED FROM OONSTRl1CT1OM COMIMIEN,ICEM ENT TO POST-PRChIECT CLEAHUP IN ODDER TO FULFILL PROJECT ESC REOr< RE MEATS. 4. THE BOUNDARIES OF THECLEARIN,�G LILTS, SENSITTIfEAREA,S ANO THEIR BUFFERS.aAND AREAS OF VEGETATION PRESERVATION AND TREE RETENTfON AS PRE N RWEII ON THE PLAN(S) SHALL BE d1LEA-KILT M{,INEATEO 13Y FENCIN5AND PI901ECTI`D IN If HE P*LU 3N:ACMHDANDf WITH APPENCIIX D DF THE0'ry R:ENTON SURFACE WATER DESIGN MANUAL (AEI TOE; SWDMj PRIOR TO THE START OE ISTRUCTION DuRiNGTFE CGNSTIRUCTION PGRIGD, NO DISTURBAkCE BEYOND THE CLEARING LIMITS SHALL BE VERMIITTED. THE CLEARING LIMITS SHALL BE MAJNTAIF�D BY THE APPLICANTESC SUPERVISOR FOR THE IDURhTION OF GONSTRUGTION. 5. STABILIZED CONSTRUCTION ElfrRANCES SHALL 9E INSTALLIED AT THE BEGINNING OF CONSTRUCTION AND FAAINTAMEa FOR THE DURATION OF THE PROJECT. A❑UrrIONAL ME LPRES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE RECiJHRED TO ENSURE THAT AIL PAVED AREAS ARE KEPT CLIE N AND 1 RA�CF,OuY TO MAO H113 t OF vvAY GOES. NOT DDCLIA FOR rKE uLiptAf IoN CIF rvF* PnoAcr. 1$ECIhiw 15 'LRAICI[ED OFFR r�. PU*LIC 08 SHALI- BE �i€ANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEA,TNER AS NECE€ SARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. $ W�A$HsOLPT FROM -CQ PETIE TROCKS SHALL � PERFQRWEDOFF41TE OR IN OE$IGNATE-DGGI AETE WAWQIJT APZ �LV, 00 T UVA,SH OUT CONCIRETE TRL1 S OF�TO THE MOLIND, OR TO STORM CRAJNaS OR OPEN DKTQWES. ON-SfM DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATEID NCRETE WASHOUT AREAS. F ,ALL R€DULLED E" BA PS $HA4L Qt $TAUf'TED AND mm QPE RATIQN PRiDR TD LAND CLEARINQ AN>14)R CQNSTRUUMN TQ PF1;EVEHT T�ANSPOPTATION CI= SEDIMENT TO SURFACE WATER, DRAM kAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNT1t SUCH TIME THAT CLEARING ANDOR{ONSTRUCTIOR ISCOM PiErE AND POTENTIAL FOR OWSITE EROSICM HAS PASSED. ALL ESC BMPS SHALL BE FEMKWMAFTER CONGTRuOPO + 1� 00MPLET'EL3 A10'rHE SITE HAS:DEC-m STASILCE0 TOENSuRE ParENTIAL FOR OwSiTE EROSION DOES NOT EXICT THE ImPLEMENT&TIQN. MAINTENANCE R€PLALEMENT, ENHANCEMENT, AND LREMCNAL OF ESC &LAPS SHALL BE THE RESPONSIBILITY-DF THE APPLICANT. -5 ANY HA?AROOUS MATERIALS OR LIQUID FCC UCF5 THAT HAVE THE F�OrENTIAL TO -POLLUTE NUNOrF S*fALL BE D19PO5ED OF PROPERLY. 4-4. THE ESC RMPS DEPICTED Old THIS DRAWING ARE INTEND E❑ TO BE UIUIMaUki IR€QLnRfMA NTS TOUEET ANTICAPATED SITE DONDdTIONS, AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SBkSON L ODMDITfONS IIICTATE, THE FT APPUCAWr SHALL AWNPATE THAT MORE ESC BWS WILL BE NECESSARY TO ENSURE COMRLIETI= 2510ATION CONTROL CN THE PFfi0�7SEO 6IFE bumisirz rHE COURSE OF!CON�tdqU0YI0,N. IT SHALL BE tFW= 0(�LI TION AND RE5F`ON51151L111Y OF THE APPLICANT 70 ADDRESS ANY NEW �Q%MTCNG THAT MAV BE CREATED BY THE AfTIVITIE9 AND TO PROVIDE ADDITIONAL ESC OMPS, OVER AND ABOVE MINIMUM REQUIREMENTS. AS MAY BE NEEDED. TO PROTECTADJ,ACENTPROPERTRESAND WATER QUALITYMAL OF THE REC€IANG DRAINAGE SYSTE 1� .�N� AL � THIS PLAN 1� P0k ESC I)NLY. jr DOES NOT CONSTkUlE AN APPROVAL 0P STORiA� 6A #kAi3E DE N. NOR L OK 710!kPIPES, RESrPt1 F(q, CHANNELS. ORSTORMJ6�iATER FACILITIES. 11 ANY DEYYATEVN4G SYSTEM NECESSARY FOR THE �NSTRUCT10HOF STDR1k WATER FACIDTdES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND AP43RUVAL 12. AW APEASOF EXPOSED SOILS, &CLUMNO ROADWAY EMBANKM ENT,% THAT WILL NOT BE DISTURBEGFOR TWO DAYS DLI GTHE WET SEASON �QGTOB€R 1ST THROUGH ,4PRIL.30THI OR SEVEN DAYS DURING THE DRY SEASON {MAY 1STTFWOUGH SEFTEMBER3aTHI SMALL BE IMMEDIATELY STABILIZED WrrH THE APPROVED ESC COVER METHOM (E.Cx . SEEQINEItMCi O MULCAMG. PLASTIC OOVI. ErC � IN Cf)NFORIkAWI` WITH ENOW D OF'T�* HE N N SWDMi 11 WET SEASON ESC REQUI EMEWS APPLY TO ALL CONSTRUCTION SrrES BETWEEN OCTOBER TSTAND APRIL'3DTH, UNLESS OTHERWISE ADPRO�D BY THE CITY 14 ANY AREA NEEDIN13 pM1111IONAL IES NEA45URE5. NOT REQLIIFRIhIU IMMEDIATE AT7ENT+ON, SHALL BE A0aRESSE11 WITHIN SEVEN 47) DAT5 15. 'THE ESC E4dPS CIN INACTIVE SITES SHALL BE INSPECTED AND 1WAINTAINEEt AT A.MiNtMUM OF O*CE,� MC1NTH OR WITHIN 24 HOLWS FOLLOWING A STCIFN EVENT INSPECTAON AND MARITENAFN'E SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY 1C B€FORMi E COM�M€F,�M r=NT OF ANrr' CONSTRUCTION ACTIVITY CATCH BASIN INSERTS PER THE CrTY STANOAPM PLAF+ 2i6 l)S� HALL RE PRID€OfQRALi STORM DRAIN INLETS 0CMNSLOPE AND WITHIN 500 FEET OF A OE TUBBED OP.0 STRUCTION AREA. UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONS/EYED TO A SEDIMENT P'0NP' O OR TRAP. ALL CATCH 5A5Qd INSERTS SHALL BE PERIODICALLY INSPECTED AND F3E"CED AS NECE5�A 3RY TO ENSURE FULLY FUNCTIONING NDITiON 17. AT NO TIME SHALL SEDIMENT A/CCUMULAMON EXCEED 213OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED F'WR TO PAViNo. YHE CLEAHM4 UP;ERCA'TICN SHILL NOT FLUSH 5EDIMIENT-LADEN WATER INTO THE ' N5TREAM 9YSrEM. 1.9. ANY PERM ANENT STOIaMINATER FACkUTY LOCATION USED A4SATEMPORARYSETTLING 2AS114 SHALL BE MODIFIED WITH THE NECESSARY ESC�MPSA�kND SHALL PROVIDE ADEOUAL7E STORAGE CAPAkCITY. IF THE TEMPORARY FACILITY 15 TO UtTIMAITELY FUNCTION AS AN INFILTRATION SYSTEM W ITS PERMANENT STATE, THE IEMpOl�ARY PAICCITY SHALL SE ROUIGH 13F E0$0 1HAI THE BOTTOM AND SINES �E A7 LEASt 1HREE �EE'1 AB E IHf FINAL CF E 0E 1HE PERMANENT FACILITY'. 19. AREAS DE53GNiATEO ON TW PLAN(S) CONTAINING EXISTINGSTORM�'YA,TER FACILITIES OR Off -SITE BMFS rAMENDEU SOILS. SIORERENTION, PERMEABLE RAVEMENI ETO,) SHALL BE i%EAPtLV FENCED AND MGTEOTEP USING E IBNFS TO AVOID S,EDIMEN FATION AND PAP TIOIH NPINO COWTFruGTION 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1STkALL DISTUPBED AB,€ASSHA�LL BE MNSPECTEDTO IDENTIFY WHICH ONES SHA L BE SODDED OR SEEDED ffiI PREF}ARATION FOR THE YYINT-ER FUUNS. 1115TURREDAREAS SHALL EE SODDED OR SEEDED WITHIN ONE V E15K-OF THE 16EGIMMING OF THE WET 5ER5CN AN EYflaBIT OF THD3GE AREAS TO BE SODDED QA SEEDED AND THOSE Afi�STO R€MAJN IUNOIDVERED $HALL RE4IB DMITTEDTQ THE CITY FOR REVIEWM 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STAEYLIZETTO PREVENT SEDIMENT;-4DEN WATER FROM LEAVWG THE PROJECT SITL. ALL E LAMPS SHALL BE RE MOVED. ANP Si oHmvvArER Cr, NvEYANCE S rEmS. I=ACIL I r IES. AND 41'1-SI 1 E INMG r P$ SHALL BE RESTOmE0 7HEIR I•UILy FUNCTIONNNG CONDITION. ALL DISTURBED AREAS OFTi-IE P1RO.3I£CT SITE SHALL BE v€OETATEDOR OTHERWISE PER MANEMTLYSTAIWLIZED. AT A MINIMUM DISTURBED AREAS SHALL BE SODDED OR -SEEDED QUID MULCHED TO ENSURE THATSUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING 15 ADEOUA.TE FOR AREA5 TO EVE LANDSCAPED BEFOI� OCTOBER 15F. 22. ROCKERIES ARE CONS3DERED TO BE A METHOD OF @M K STABILIZATION AND ERDSJ-DN CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN C17 ROAD RIGHT&OF-WAYSHALL BE CONSTRUCTED IN ACCCIRDANCE 4 ITTICITY STANDARDS. ROCKERIES OUTSIDE OF � RUAD I�IGHTSF-WAY SHALL ISE C I5T3 VOTEQ "'I ACCORDANCE WItH tF*E INTE�IA7�NAL BUILDING CODE AS—BUILTS COMMENTS 2.28.24 YLP 02.28.24 YLP SURVEYED: SCALE: DJ`` VERTICAL: NAVD 1988 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 YLP DRAWN: GLB ONE INCH DATUM CHECKED: AT FULL SCALE , v YLP IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY YLP uNLESS 9MLF WiS1 NWM, -UpAYoNG 13 NOT 7.0 SL aLE ImIS) STD, PLAN - Z6$,00 PUBLIC WORKS EROSION AND SEDIMENT CONTROL PPp {D: 1)EPARTMENT STANDARE) PLAN NOTE GAZ 9/29/2018 Yr ti •c•�tixwr, I)A rL • 'R C TY OF RENTON Planning/Building/Public Works Dept. R-409109 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS TESC NOTES AND DETAILS 16210 SE 134TH STREET RENTON WASHINGTON 98059 DATE: 09.05.19 PAGE: C9 I 9 41 DRS PROJECT NO. 17020 U Q J Cn z a J W J 5a L co t _ 4' Wn c° Ln t ' I EX. ROW o n m FG 504.10 '� 0 m 51 _ - 15' SIDEWALK I zx 2 FG 496.60 3 FG 491.10 4 FG 483.07 m 8 PLANTER EXISTING PRIVATE PROPERTY EASEMENT I I 53' ROW 20' I PER RECORD 150 LF 26 PAVEMIENT #20030310002076 KEYSTONE WALL; PAVEMENT, L° 3-FOOT MAX. _ _ - - - - -WIDTH I -------- ---- - EXPOSED HEIGHT TW 510.50 TW 506.10 -- �� - BW 508.00 BW 505.50 �S21+00 22+00 23+ 0 J - 20 00 TW 512.25 _ Q - I BW 509.25 I ho 4- h � n V- o- - - --- - - -- - - - - - - - - - TW511.90 ° T.- - - - - W51150 i BW 510.25 `i BW 508.50 DRIVEWAY TO BE PER COR STD. PLAN 104.3 (SEE SHEET C13) (TYP.) LL A B 51200 �L__.- \ C1 L O NER c �o 13 (3) 12 SE FENCE C'ORNER ')� 03 8 N o FG 503.40 0°' FG 495.80 �y 8.1'N X/0.9'W �n Q) FROM PROPERTY CPR NER��CQ wooD 9",6'E FENCE _-_-- X 1x , 6,Lv8,?D i CS l • v,+�! • �,?9, n.' 1 n" R"f 16"D - 0 ­6„D 1 �.4' S X X W o �1L -X r 6"D FENCE_j O� o �X��X� 3.0'S � I FENCE FENCE END 4' WIRE MESH FENCE �X CORNER 15.2'S FENCE 3.2'S � � - O PORTION OF LOT 7 LOT 3 18.7' S INTERLAKE ADD. NO. 1 VOL. 83 OF PLATS, PGS. 96-97 Sob REC. NO. 8804110386 I 0 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 9 AS -BUILT NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. FG 4 5.20 10' JOINT UTILITY EASEMENT - ---'z_ qA 24+ 5' SIDEWALK MAPLE HIGHLANDS j �1. FENCE � 1.5 _ 2 4'S FENCE I o \ O \ 1 N+)T \ 5' SIDEWALK � 8' PLANTER 8 1 FG �718 ��� FG 468.75 �20' `r 1.25 I AVEMENT DO FG 46P C 1 B� C1 00 323 LF KEYSTOA ----�' + WALL, 30' MAX. --- �� -- - - HEIGHT 2 +00 26 00 r�r^ 26+91.06 I vJ I O rER--- ---- - - 4a to r l % 4/1 FG 487.70 � F j4IN',LIN VCR SITE VOLUME CALCULATIONS CUT VOLUME FILL VOLUME NET VOLUME (CU. YDS.) (CU. YDS.) (CU. YDS.) 17,256 9,206 8,050 EXPOR T (INCLUDES 3, 792 CU. YOS. 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. NO AS-BUIL T INFORMATION ON THIS SHEET. I/ CER77FY THAT 774E INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7E• 212912024. " I i I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 FN 0. FINAL AS-BUILTS COMMENTS 2.28.24 REVISION ___7I LL_______ _11_______ 0' JOINT UTILITY 1 EASEMENT r----,---- R------ F1------- �- IF T --- rr i n------� I -----Ir----�----tt------�---n-- ---1-- III nip-I�--r------µ-- 4.9' R. W. + � co �d u r DEDICATION < 00 IL_________ll--------- J N FG 471.60 ----- I I ti EX. 30 I� mot-------iti`---------R � ---- , ---_---111 R.O.W. -IR -- tr-------- - ----- ILA------ rµ ; ------ III ----�/-------r-u---------,n------ ______ _ I I 1 � i i I 12" CPP Iq 455.2P o V" CPP FENCE ON PROPERTY 0.9's LOT 1 PROPOSED TYPE III + - BARRICADE AND °' \. .\.... KING COUNTY FENCE TO RESTRICT o..... N WA ER SHORT PLAT 675067R SOUTHBOUND ° REC. NO. 8804110386 VEHICULAR TRAFFIC BL W-OFF (SEE BARRICADE GEO TECH RECOMMENDA TIONS.• THE FOLLOWING PERTAINS TO THE GENERAL SITE ONLY. EARTH SOLUTIONS NW LLC STATES THAT BASED ON THE RESULTS OF THE STUDY 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 EXCA VA TIONS THA T ARE EXCESSI VEL Y 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 MAYBE 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 PRELIM1NARY 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 IN 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 PERM1 TS UNDERGROUND VAULT TO BE APPROVED UNDER SEPARATE PERMIT. SIGN NOTE.• NPA T = 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 (2 STA. 13+25.46, 13.00' R BEGIN FRONTAGE IMPROVEMENTS NORTH GRAPHIC SCALE 0 210 40 80 ` 1 INCH = 40 FT T 0) T- , LJ R-4091 10 IN COMPLIANCE WITH CITY OF RENTON STANDARDS U) 0 z a J w YLP 02.28.24 YLP SURVEYED: DEC SCALE: AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 �1�V DATUM M o O T Y OF R E N T O N • Planning/Building/Public Works Dept. MAPLE HIGHLANDS ROAD AND GRADING PLAN 16210 SE 134TH STREET RENTON, WASHINGTON 98059 DATE: os.o5. s J DESIGNED: YLP FIELDBOOK: PAGE: a DRAWN: GLB ONE INCH DRAWING NO: C 1 0 CHECKED: YLP AT FULL IF NOT ONE SCALE INCH SCALE ACCORDINGLY BY DATE APPR APPROVE: YLP41 SHEET: 10 OF: DRS PROJECT NO. 17020 LJ M W J n a DRS PROJECT NO. 17020 TT C J 0 T) V J T A, LJ W J n a DRS PROJECT NO. 17020 10 ID Z J (_ V 2 LU n 5Q G r NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS NOTES A CURB RAMP WIDTH 4'- 0" 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 GRADE BREAK CURB RAMP I 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 - 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 - MINSEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan * 4'- 0" MIN. . PLANS - 4'- O" 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 CURB RAMP DEPTH 3/8' EXPANSION j CURB RAMP STANDARD PLAN F-30.10 I (TYP) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See JOINT (TYR) - SEE I `I' Contract Plans for width and placement of sidewalk. STANDARD PLAN F-90.10 BRAE TRANSITION TO SIDEWALK BUFFER, IF 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the GRADE BREAK PRESENT, OR TO BACK OF CURB (TYP.) adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian ......... ......... .... ............. _ * * SEE CONTRACT PLANS Curb, or Sidewalks. ..... :: 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 otherwise 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 DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet. Do not Include the FACE OF CURB FACE OF CURB F SEE STANDARD PLAN F-45.10 abutting landing in the 15-foot max, measurement. MEASURED PARALLEL DEPRESSED CURB AND GUTTER - C 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. B 9. Pedestrian Curb may be omitted if the ground surface at the back of the UJ Curb Ramp and/or Landingwill be at the same elevation as the Curb 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 Ramp or Landing and therwill not be material to retain. z FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE 7 LL PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW y TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND 00 DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 A SLOPE IN EITHER DIRECTION 4'- O" MIN. 15' - 0" MAX. (TYP.) GRADE BREAK 1.5 OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK 2% MAX) SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - 7.5% SEE STANDARD PLAN F-30.10 GRADE BREAK 5.0% MAX. * * DESI OR FLATTER RECOMMENDED FOR DESIGWFORMWORK (8.3% MAX.) TOP OF ROADWAY * 9.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (10% MAX.) LANDING J CURB RAMP DEPRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN F-10.12 SECTION OA r:FMFNT CONC:RFTF C URR RAMP "TYPE r.FMFNT r.nNr:RFTF 2.1 IRR RAMP "TYPE UhMhN I UUNUKi- I t PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 !�\ PERPENDICULAR "B" PAY LIMIT PEDESTRIAN CURB - \1\ 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 E y C ��� -- ll MIN. MAX. CURB RAMP, LANDING, CUT- THROUGH OR WALKWAY A 1.60" 2.40" B 0.65" - C 0.46" DAW D 0.V 1.40" BACK OF CURB - _ TRUNCATED DOME E 0.2" 0.2" SEE NOTE 2 ; TRUNCATED DOME SPACINGSECTION UA. SEE NOTE 3 SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE TRUNCATED DOME DETAILS W Id4a mOFFSET CURB RAMP LANDING SEE NOTE B WIDTH OF WALKWAY WALKWAY �+ /j/ WALKWA • �i DETECTABLE WARNING LU SURFACE (DWS) - �' SEE NOTE 4 - --- BACK OF CURB Z w u SINGLE DIRECTION CURB RAMP m (GRADE BREAK BETWEEN CURB AND LANDING15 5 FT. FROM BACK OF CURB) 3 (SEE NOTE 6) LANDING BACK DIRECTION OF S a TRAVEL CURB RAMP m ', WIDTH OF WALKWAY;- WALKWAY 3- WALKWAY (;"" •�/ \ �. DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 3 -- BACK OF CURB-'_ SEE NOTE 2 ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT of WASgr �sIONAL �'�//fJ %Ilcr, tiaxL .Tun 212016920 AM PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Carpciiwr Icff e=Aee ret, V fun 29 2016 229 PM STATE DESIGN ENGINEER Waehinglon State Department or Trampartation NOTES 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 CURB AND GUTTER N NDINGI' i yr LA, CU WALKWAY DETECTABLE WARNING SURFACE DETAIL LANDING 2, o m rb ct rnin n 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 7- 0" MIN. - at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS TYP. OF ALL APPLICATIONS requires a concrete border around the DWS, a variance of up to 2 inches from the 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. )F CURB RAMP, DUGH OR 5. If curb and gutter are not present, such as a shared -use path connection, the Detectable Warning Surface shall be placed at the pavement edge. 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 fit fr th b k f t II int I th D t b1 W S rfath e ac o cu a s po s, pace e e e s e a g u ce o e Y WALKWAY WIDTH OF CUT - THROUGH (TYP.) bottom of the curb ramp directly above the grade break. 1 '' WIDTH OF CUT -THROUGH CURB RAMP (TYP.) t � J 1 -2'-0'MIN. FLARE FLARE ls!. MIN. DETECTABLE WARNING DETECTABLE WARNING_-- OF CURB - ` SURFACE (DWS) - \ SURFACE (TYP,) - EE NOTE 2 SEE NOTE 3 SEE NOTE 3 _ WIDTH OF CURB RAMP_BACK OF CURB - BACK OF CURB - i SEE NOTE 2 PERPENDICULAR CURB RAMP SEE NOTE 2 (SEE NOTE 0) ISLAND CUT -THROUGH 2'- 0" MIN. WIDTH OF CURB RAMP, LANDING, OR WALKWAY DETECTABLEWARNING (TYP.)G V / L��('l' SEE NOTE 3 WAS$r1�'�C, BACK OF CURB - SEE NOTE 2 MEDIAN CUT -THROUGH z_ 1 i • 1 o z1 SINGLE DIRECTION CURB RAMP DETECTABLE WARNING - o iv i , I - WIDTH OF SHARED- 16 (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - LANDING 5 FT. FROM BACK OF CURB) `\ - ro I i 1 I i I USE PATH OR - ��, zasao Q P. r I S TF. > SEE NOTES 4 & 7 z ;;' :.: WALKWAY (TYP.) (SEE NOTE 6) CURB RAMP CURB RAMP rn / •• ( ^ ' ID�L, N I 1 WALKWAY LANDING WALKWAY 1 l� _-/ � WIDTH OF CUT -THROUGH SHARED Zeller, Scott Jul 12 20161:2; 1'M ' 1 l `� - - ------------ - - -- (TYP-) -USE PATH OR � I 1 - WALKWAY DETECTABLE WARNING r'J '' f K ROUNDABOUT SPUTTER SURFACE RAIL (0 -- -- ISLAND PAVEMENT EDGE % `=:;; SHOULDER STANDARD PLAN F-45.10-02 SHEET 1 OF 1 SHEET \ DETECTABLE WARNING DETECTABLE WARNING APPROVED FOR PUBLICATION BACK OF CURB - SURFACE (DWS) - SEE NOTE 3 ��----� �--� - PATH OR S C t ® Ca SEE NOTE 2 WIDTH OF WALKWAY SEE NOTES 4(DWURFACES& 5 152e1 2u 1s znl6 PM LANDING• PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING SHARED -USE PATH CONNECTION STATE DE81014 ENGINEER ^waehinglan Stale Departmentof Tranvparlation PLACEMENT GUIDELINES (SEE NOTE 6) r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) D.R. STRONG CONSUL TING ENGINEERS DRS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 4 0 425 827 3063 F 425 827 2423 FINAL AS-BUILTS COMMENTS 2.28.24 REVISION 1.5" RADIUS B (TYP.) A C OMUW o D t A 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 BACKGROUND - GREEN (REEL.) Gti"C O 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 4" MIN. T EDGE OF GALVANIZED BOLT WITH GALVANIZED WASHERS. t METAL POST 00 o T P FRIC LOWER SOUAR0 TUBE) 0 C7 of 0 of 10 V) FINISHED ism la Of LINE `v 0 n ' Z . a i k 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. 90- FOR REFLE FACING 3-( IS WITHIN SIGN F SIGN POS LOWER POST SUP EDGE OF TRAVELED ROADWAY 30, CTORIZED SIGNS: MOUNT degree) OUTWARD IF SIGN 30 FEET OF ROADWAY ACE ORIENTATION T 1 e 5/16" (IN CORNER BOLT OR 3/8" )(IN) FLANGED SHOULDER BOLT WITH NUT AND WASHERS - 2 REQUIRED (TYP.) -BOLT IGN POST TYPE ST-4 SIGN SUPPORT LOWER SIGN POST SUPPORT - 2.25" (IN), 7-GAGE, HOT -DIP GALV., ;�W 9•• HEAVY-DUTY ANCHOR . COMMERCIAL CONCRETE MOUNTING ON METAL POST •SIGN MOUNTING ON SINGLE STD. PLAN- 129 PUBLIC WORKS METAL POST APPROVED: 22 DEPARTMENT (ADOPTED) 6s-� 4 TO _ _16 DATE YLP 02.28.24 YLP SURVEYED: DJC DESIGNED: YLP DRAWN: Gill CHECKED: YLP BY DATE APPR APPROVE:p SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 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. 1� O TRANSPORTATION NOTES STD. PLAN - 135 PUBLIC WORKS A ROVED: 'PFd� DEPARTMENT GAZ 3/13/2019 1 C TY OF RENTON Planning/Building/Public Works Dept. AS -BUILT NO AS -BUILT INFORMATION ON THIS SHEET. `7 CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE.• 212912024." T TO V J T- , M W T a J R-409113 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10 0 Z J r2 V 2 W J MAPLE HIGHLANDS DATE: 09.05.19 STANDARD WSDOT RAMP AND STREET SIGN DETAILS FIELDBOOK: PAGE: DRAWING 16210 SE 134TH STREET C 1 3 RENTON, WASHINGTON 98059 SHEET: 13 OF 41 DRS PROJECT NO. 17020 6' CEMENT CONCRETE 12' R. 1• R. SIDEWALK RAMP VARIES OR LANDING FROM i 6'TOO 1 6' f 3M'PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 6 irr SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF I T 1- 12• R. ROADWAY 2' 1 1 1 Sr 1 - 6" ` DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB 6 1/2"- 512" 1" �J 12' R. � _ 1" R. I FACE OF ADJACENT CURBto 1 1 TOP OF GUTTER SURFACE 1 ROADWAY • s PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT FACE OF CURB y512- 1' .. 1' R. 124 1 1 TOP OF 12"R. ROADWAY I1 1 1 1 I CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 12 -- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 112 1:24 TOP OF 12'R. ROADWAY Q3_' I i0I DEPRESSED CURB SECTION AT SIDEWALK RAMPS 318' '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 contramn joint spadng. 2. Expansion joint shall be full depth, 3/8" (in.) premoldld joint filler. 3. For Depressed Monolithic Driveway Curb 8 Gutter Section, see Standard Plan 1042 STD. PLAN - 101 • PUBLIC WORKS DEPARTMENT i CEMENT CONCRETE CURBS RAISED EDGE DETAIL V-V 5' SIDEWALK LEVEL ,.I 1� EMEND SIDEWALK TRANSVERSE 1' • D' V • D' 315' (IN) PREMOLDED JOINT FILLER lr2"ON) R I JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE ROU DING 2�-_kU.DE. FOR CURB DETAILS SEE STD PLAN 101 N%ISTINGROADWAY 'bk_ �xr,'/ CAUSNED ROCK 0A5SEE RAISED EDGE 1'-0' SIDEWALK DETAIL -THIS SHE L7VPICNRUSHED SURFACING TOP COURSE(CSTC) ALL CUTMIN. OMPACT TO 95% MODIFIED PROCTOR SLO % WITH RAISED EDGE (UNLESS REQUIREMENT WAIVED BY C/ ENGINEER) TYPICAL UNDERALL CURB, lir (IN) R. (Fill GUTTER 5 SIDEWALK CSTC UNDER 12.0% 1 'v FOR CURB DETAILS CURB B GUTTER TO BE S• THICKNESS OR SEESTD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK �� OR • - BASE, WHICHEVER IS GREATER (TYP. FOR AMStfF •••• •• ••! ALL CURB b GUTTER). �Y.pYA1Y.t.,,�.�'N i.' • . � __ _ FINISHED GRADE 1' IN) BELOW TOP OF CONCRETE �URFACE SIDEWALK 2'•0" ADJACENT TO CURB MIN 1rr (IN) R. (TYP1 ROU DING ` FOR CURB DETNLS -2.0% 1 1.5% / SEE STD PLAN 1G1 BRIDGE OR PEDESTRIAN St,3l •••••• • ^YAI�,, RAILING •M' �xr FOR cuRe DETAILS SIDEWALK TO CURB BARRIER - SEE SIDEWALK SEE STO PLAN 101. (STEEP FILL SLOPES) CONTRACT PLANS Z---WALL OR BARRIER / 1 1R' (IN) R. (TYP.) / FLUSH / 1 SIDEWALK • wT 11r MR, VERTICAL WALL- ��1A1`2` •• YPR4-&'.DE SEE DETAIL3!S-(N)P FILLER ED JOINT FILLERADJACENT TO CURB AND RAILING OR WALL D ER FOR SIDE BUFFER STRIP TREATMENT SiD6WALK SIDEWALK ADJACENT TO WALL DETAIL �� (SEE NOTE 10) SIDEWALK 1rz' ONI R SECTIONS 1 , (iVP ) v 15% FOR CURB DETAILS 1.5%MIN. SEE STD PLAN 101 / • L`,A,`,,.,,„.,N " I •'�.��� OR OMEDMATCH FINISH OR MATCH EXISTING , g• 4' WIDE, SMOOTH 5' © TROWELED PERIMETER FINISHED GRADE 1' (IN) BELOW i0P OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVED 0� �\ 10'� �/ CEMENT CONCRETE CURB ADJACENT TO BUFFER STRIP (CURB AND GUTTER SHOWN) \ = FOR CURB DETAILS g ' � BEE STO PLAN 101 5 5, .0' I NOTES i G - 1. Four feel of the sldewalk width shall bethe minimum pedestrian - �/� ICONTRACTION1No JOINT . . ►. �• LY aocessiblo route (PAR) free of vertical ,'► •� .?• Ao �t and hortrontal obstructions. B xes, Gratings, ►' • : R •'� Across COVCrs, JUnrtion BOXES, FULL -DEPTH EXPANSION JOINT IN BOTH Cable Vaults, Pull Boxes and other CURB AND SIDEWALK (SEE STO PUN 101.1) appurtenances within the sidewalk `rroF� are' C CONTRACTION JOINT must be flush with surface• and match -n� grade of the sidewalk. JOINT AND FINISH DETAIL .,• 2. Monolithic Cement Concrete Curb and P •' �� Sidewalk Is not permitted In new For other referenced NOTES see ••!'•: �''apro •t construction. When replacement work STD PLAN 104.2. necessitates a Monolithic Cement Concrete Curb bulld per WSDOT PREMOLDE Standard Plan F-30.10.JOINT FILLER03. Paved SUrfaCQS must Comply With E FULL -DEPTH 3. Concrete to be4,000PSI. STD PLAN 102.1 as applicable. EXPANSION JOINT 111, PUBLIC WORKS CEMENT CONCRETE PLAN - 102 DEPARTMENT SIDEWALK NI Rt" I,i'' V ! C_�it - rt Call 2 Working Days Before You Dig 811 Utilities Underground Location Center 0D,MT,ND,0R,WA) C! NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. wip men % 5/8"6 E%riINY a01rJT sE=T.DTes I I I 3/11' PF!XWLDED d011IT FILLER (Tr7a} - - J CE► INTIOCNCAE'E ff CuPaModurrm [ A ] PLAN VIEW CENTER-Ml-UI f44q OF FRAME 60RA.TE Cl" 1/2' 13' - S 1 1. IIY R. I' R 1lAT73( il ROV DMV HLDPE 3 Y t RECEM } IR -- lip ZALN - N � Amill GuITTHR 5011AND QWTE - NOT E � TOP OF BWDWAY MAPLE HIGHLANDS • 9 ¢. AQPATIENT iQiION- r90T IMiXuDEQ N CURB APD GUTTER EIDITEM a CATCH BA014 - KT &Ca WWD Bi Odra@ AAO GUTTER eD TEM r r t The WrWA Df this de6ign is tO FBdlii;Wa the FOrnovW ' of a catch basin with minlmal dtetll II of the curb, h .} The expanslan Jokits of the A adjacent sidewalk shall •� �- � be adjustBd to he In i x Nile vAth theca Curb ' exparl W jialrAs. x I ISO"C 1AEW .L- CEMENT CONCRETE CURB 8m• PL&N 101.1 PUBLIC IffGEM INSTALLATION AT PR(I 'ED: ■ CIE.I'AI TIAE'.1T CATCH BASItNlS DAM It i12 CEMENT CONCRETE �. CURB I GUTTER (SEE NOTE 3) CEMENT DEPRESSED MONOU74C CONGAZTE / - CURB I GUTTER SIDEWALK (SEE DETAIL THIS SHEET) 4,tit y TYPE C28 - ISOMETRIC VIEW (C:OMMERCIA'., WITH BUFFER) NOTES 1. When a driveway width exceeds 15 fee:, construct a hull dep•,h expanslon joint with 318' joint filler e)ong the driveway lane Ilnes fl�oFdna (see std. plan 102). Construct expansion )o)ns parallel wfth the aE 0,SEEOEFREBB®pge DETAIL cen••erflne as required at 1 S maximum spacing when driveway CONTRACT ON JONT 4 °" r•o sHEn widths exceed 30 . $TO PLAN 102 s 1r. r t¢ 1fl R TCIAU 2. See std. plan 102 for sidewalk detalls. i .F _ �oAowA. 3. Curb and gutter shown, other curb designs may be specified. See std. plan 101 for curb detailsUr 4. Nei used - -` 5. The engineer will design all driveways to Include elevations at all NOT=_. ORIVEMY LONGEIIUMNAL PAHSION points marked with symbol "X'. All elevajons are at the back of JaNTs e/Lu1 r FULL DEPTH curb top on uphill Side. DEPRESSED MONOLITHIC CURBS OU71ERCEIAll 6 Not used 7. For Driveway YY'Idths see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see std. plan 102) shall be spaced as Shown In the COrtrespondlrlg Isortwit view. & Slopes shall comply with Sections R303.2.1 or R303.2.2 or _ _ FACE OF ADJACENT CURB R3032.3 of the Revised Draft Guidelines for Accessible Public ' �• Rigbts-of--Way of Nov®ba 23, 2005 (PROWAO). / fi 9. Curb ratums for any Type C-MAX Drtveway may be approved on 1• R a case -by -case basis ulTEa3U FACE Is 10. STREET STANDARDS = Renton Municipal Code (RMC) ` 1• R •. fi P ' P Tnle IV Development Regulations CHAPTE R 6 STREET AN D UP UTY STAN DARDS ¢ Section 4-6.060 STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS - Renton Municipal Code (RMC) Title IV Development Regulations Driveway Example: TYPE M CHAPTER 4 R-Re•Idc al C=Coervrlercal CITY -WADE PROPERTY DEVELOPMENT STANDARDS Hurnbw of Lens. -- Section 4-4-M PARKING, LOADING AND DRfVEWAY (Mil Lane Cormolmli q REGULATIONS B�6uesr(PVEIMrEaat4} BlantP4wBIAhr - - PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PLAN - 1042 ` DEPARTMENT ENTRANCES - NOTES AND DETAILS )?0 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N FINAL AS-BUILTS COMMENTS 2.28.24 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" CHAMFERS 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 D CONCRETE SIDEWALK 16" 18' 61I 2' FIXED WOODEN BOLLARD tY p ADOPTED ,A�•!����'� CITY OF RENTON ♦ �7C f STANDARD PLANS T� LST ➢ATE: 04/04 DWG. NAME:H022 SP PAGE:H022 _ V MIN. (SEE NOTE S) VARX:S LSE! NOTE rl e: AW. (SEE NOR S) 15 LF OF PAVED r DRIVEWAY REOI11110 11 I "' EXPANSION JO Wr pYP ) (SEE STD. PLAN I^^+2I CE CC SI e Y ° uE,oTEs w g m EW JCRETE ewmx `J SEE NfnEI -> RACE...CONCRETE J I,IP 1M 1V CURB S GUTTER SLOP E ITYP.I %SEE NOTE ]I - CONTRACTION JOINT (TYPJ 7' ISEE STp. PLAN 1MI PLAN VIEW vMes ESE NO 107 _ A3% NON(. SEE NOR 2(rYP) •fi•MN • fi•MIN vi CENENT Cm ER E•MIN DEPREs5E0 CURS L GUTTER SIDEWALK ]rF EXPANSION JOR1T I1YP.I (� NOTE ]) SECTION O ISEE STD. PLAN 1.2, IR"0.m'P.l SIOEVMLX W101R DIFFERENCE IN SLOPE UM - DRMEWAYWJ ITME SLOPE (SLOPE SHOYM EXAGGERATEDI 15% _Is% ' "• ' P . - dUVEY1AY .•.4'MIN O RM WAY W1 RELIT � r A N S ON B CEMENT CONCRETE SIDEWALK TYPE RIB - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEMENT CONCRETE CURS A GUTTER (SEE NOTE 3) - O PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCE - TYPE RIB YLP 02.28.24 YLP SURVEYED: DESIGNED: YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVE For NOTES STD. PLAN 104.2 STD. PLAN - 104.3 TYPE 'A' TYPE 'B' 1" ® 45' CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BOTH SIDES) 7-112" X 7-112" 1" DEEP NOTCH ALL AROUND PRESSURE TREATED CEDAR POST 1 /2" 45° CHAMFER ALL EDGES GALVANIZED STEEL HASP FOR LOCK (7)#4 HOR17_ TOP & BOTTOM & (2)#4 VERTICAL (PER SIDE) r2 x6" STEEL HINGE WELDED TO 9-1/4"x9-1/4" STEEL JlDOOR WITH 3/4" RADIUS ON 2 OPEN CORNERS 30" LAND PLATE SPACER. 1/4" GALVANIZED STEEL PLATE SPACER 1/4" CHAMFER I 1/2" DIA. x 2" ANCHOR BOLT, WELDED TO SPACER 2"x3/8" JOINT MATERIAL CRUSHED SURFACING 8-1/4" 12' 2" NOTE: 2'' MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. EXPANSION JOIN T ANCHOR E PA TTERN N.D. C PEDE TEMPI SEE NOTE N0. FRON T "DANSION NT REMOVABLE WOODEN BOLLARD Y ADOPTED CITY OF RENTON ♦+ STANDARD PLANS Z LST DATE: C4/04 DWG. NAME: H021 SP PAGE: H021 �J EXPANSION - JOIN T SEE NOTE NO. MIN. 5'- 0" CLEAR WIDTH MOUNT ON PEDESTAL PROVIDED WITH N. D. C. 8. U. UNI T EXPANSION JOINT d d a � a a. d d c: O AS -BUILT NO TES: SIDE 1. SEE SEC. 5.04. NO AS -BOIL T INFORMA 77ON ON THIS SHEET. 2. INSTALLATION OF N. D. C. B. U. (INCLUDING "l CERTIFY THA T THE INFORMA 71ON SHOWN HEREON WHICH CONSTRUCTION OF BASE) WILL BE WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE DONE BY THE DEVELOPER. LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATFLY REFLECTS EXISTING J. SEE SEC. 3.04 FOR JOINT REQUIREMENTS. FIELD COND1710NS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE.212912024. " NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N. D. C.B. U.) TYPE 111 MAILBOX INSTALLATION (16 BOX N TS 4' PLANTER STRIP 4' FACE OF SIDEWALK / ATC Gregg Zimmerman, Public Works Administrator MAILBOX CONCRETE PAD DETAIL STA. 21+81.56 ROAD A 1 =5' 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 Planning/Building/Public Works Dept. �J W J R -409114 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 Z J r W DATE: J MAPLE HIGHLANDS 09.05.19 ROAD AND MAILBOX DETAILS FIELDBOOK: PAGE: DRAWING 16210 SE 134TH STREET C 14 RENTON, WASHINGTON 98059 SHEET: 14 �F41 DRS PROJECT NO. 17020 TT C J 0 T) V J T A, LJ W J n a DRS PROJECT NO. 17020 z LU V J n CQ G a z L, NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E 8.5' PRIVATE STORM W. M. IE @ CO DRAINAGE -__ 503.78 EASEMENT lE @ CO lE @ CO _ ND _ = 481.72 = 472.00 IrU 7 1E @ CO _ R/M 504.10 - - - = 479.08 ; \� ��. + . » lE @ CO _ _ _ _ Ili _ (Wj� 2 �o ' IE 499.12 \ - - 9 - - - -1 = _- - 1� - r- - - - lE @ CO- PR/VA E STORM X 47229 I I\ 1 t) h� lE ®CO R - - - �- _ = 467.00 DRAINAGE EASEMENT I lE @ CO - - - �7 \ co=7YD 0 /E @ CO l 1E @ CO - _ _ - ' - S - - =�- � o LT1 1 1 - I I , t YD 2 = 479.80 = 471.81 �' PRIVATE STORM CB 101 TYPE 2-48" + RIM 496.60 3 ' 4 N DRAINAGE , STA. 26+ 10.29, 11. 41 ' L T Q I o 1E 491.86 d RIM 491.10 ; �. o00 /E @ CO - EASEMENT lE @ CO d x�. 456.78 RIM -169- \ v co �o RIM 477.95 , N IE 486.10 00 d �r o = 474.84 = 463.42 �S ��, I n \ c oo 1 /E 473 82 a YD 5 112 " IE IN -ram rrs (E) { I 8 I ` '� \ o \ T3 14 , - RIM 475.20 4 6" lE IN -�,-74 (N) I \ \ \ \ 5 ,' IE 470.81 V I 451.d"12" IE OUT �r (S) 8 \ ` ` E 1 ` \ CB 1 TYPE 2-48" CB 103, TYP�`H 1 STA. 21 +89. 27, 12.17' L \ \ ` , STA. 26-I-10. 29, 12. 93' R ;�f I V) 1 RIM�563-. t9 0 503.99 456.72 RIM � I " 6" lE IN §ah:49-(N)501L4CB 102, TYPE 1 415 12" lE IN -9�(W) I I 12" IE lN�F59-9i9 N I i I ° 37 LF 12" LCPE @ ,�zcg� P204 - - - - - 12 IE OUT�99.89- (S) 1 STA. 23+87.70, 1217' L I � O � I I ( ) - _ _ \ 482.28 RIM �F8 -1.9- _ 45 12" lE INf§�-99- (E) I I H ' v U6 N � 4�79.73 6" lE IN�3•E9- (N)f ¢,5a 18" IE OUT (S) CB 204, TYPE 1L," I _ l i 10' DINT UTILITY ' STA. 15CB 20 , 12.17' R" CLEANOUT (TYP.) \ , 9.9512" IE OUT-+-_ (S) EASEMENT' -ram SOLID LOCKING LID STA. 33+26.091 12.13' L RIM 099:99 459.48 12" IE OUT 4T�. 44 S) 452.32 AB 1.31% -35 LF 12" LCPE 9�.6f3L (P201) CB 261, TYPE 1 81-DIRECTIONAL VANED GRATE WITH THROUGH CURB INLET STA. 31+95.34, 23.26' L RIMF56.- iI-455.29 12" IE OUT -451-•E5-(W) 451.56 6" 1E IN 452.00 (SW) I 508.59 RIM 49-1-3 _- _� - _ _ - - - - - - _ _ _ - - - - 6 AB 2.88% i ' // I 505.93 12" lE OUT 396r96 (SE) �� ■ I .° , S` - - - - - - - = � _ •- - �- I \ - - - - - --- oo LF LCPE ®-1 B3ilr (P101) ---- s _ 4 12" - -�- 4B F 12" LCPE @-l�i� P102 3sLF 12" LCPE @ 2zz-8$ i P301 ( )a ( ) CB 104, TYPE 1L x 0 LF 12" LCPE @-9,•999 (P104) 0 0 5 q °% ;: � � - �b+yi. un STA. 20+68.28, 12.17' L ■ \ 508.20 RIM 566-E 0 00 _ 22 1 .65 _ c� o I B� DIRECTIONAL VANED GRA TE (AB) 12" IE IN 505.50 (NW) I _ 505.45 12" IE OUT 59 (S) x I \ I + T o o r �96-LF 12" LCPE @-;9.894 P3) N ' `b '� ^ -�-2-�LF 12" LCPE @-Ir�r(P2)-�, �F d WITH THROUGH CURB INLET I I I �� d d d I STA. 31r+�658, 22.88' L d 1E @ CoRIM 45516 CB 4, TYPE 1L 12" LCPE @ (P4) i _ 470.17:� - - -+.-- -_� ---- r s 12" lE OUT (W) 451.93 STA. 20+6779, 8.17' R -- (AB) 1.54% ° 5OZ73 RIM X �: � 24 LF 12" LCPE @ f.: 33L(P103) � i � - _ - - - - _ _ � _ '\ 298 LF 12" PVC @4�P107) 505.16 12" lE IN 646.36 (SW) - -r �* __ ( ---, T- T- ---------u---- --------- �) 20.08% 505.15 12" IE IN 5t95-3B (W) CB 3, TYPE 1 I I \ CB 2, TYPE 1 --- ` \ f IL-----r--- u------ -1 ---------- 5 LF 18 LCPE @ wit (P1) � � JD/NT UTILITY STA. 23+87 70, 12.17' R I-�L_________»_______ 505.13 12" lE OUT 595.39 E \ STA. 21+89.27, 12.17' R \ VAULT INLET,--'- n ' ( I 3Trrt1= 12" LCPE @ o (P5) I EASEMENT RIM 482.30 I------ J-- (AB) I 1.48% \ 503.97 RIM � I 37 LF 4.16% I 12" IE IN --k�Br9� (W) 478.87 I STA. 26+0729, 3750' R -___„1-- 27 LF 12" PVC @ $.93i* (P7) CB 5, TYPE 1L - - \ 500.50 12" IE IN 666.66 I I L__ PRIVATE TYPE 1 CB OR 12" IE /N �&39- (N) 478.86 18" IE IN 11-4� (N) N h STA. 14+34.78, 12.17' R 500.47 12" IE IN�0 (N) _ --- 1____p__--- �, APPROVED EQUAL W NO CITY \ 6" IE 1N -9. S 4l9.45 IL 445.321---- CB 7 TYPE 2-48" 509.60 RIM 5f6. f t` N 500.52 12" IE OUT�6eBL•516- E ' --- ------ SOLID LOCKING LID S I OF RENTON LABEL (TYP.) \ 0 12" IE OUT-4�$.96 (E) 478.90 I d II -------- STA. 30+27.60, 11.41' L 506.73 12" IE IN `ems O X m \ I ao o Ir---- u---------� { o �/q \ N� u o`H Ir-T-RA�1/__A RIM -�k56-�� 456.24 506.70 12" lE OUT 5B�?•99 (NE) \ o / LJ �'CD °p -------------------- \ \ --- -- - jc' \ �v \\ oo°'v \ \" 70 `t�° .9 °per ---5_ IFTORM-lfr�l/NAG�- I 12" IE IN 33 (W) 447.72 -- IFT o \ \Do - IT--------- p - Ln L� od \ d c`H _------- --- v 12" IE IN s (N) 447.72 � I \ \ �t \ �� PRIVATE STORM----t----IN---------1-r-----fl---''--- �F 12" LCPE @ 4 499 (P6) { o d DO lE @ CO '---iF---------u-1 / 18" IE OUT 3 (S) 44Z 72 107 LF 1:47% ---- n \ \ \ 1E @ CO d DRAINAGE F uT -A-- ------ \ / - IE---------u,------ = (AB) 0.48% I \ \ = 478.53 EHIASEMENT { 3 X� X, X \ \ f. = 478.17 IT ry u ------ { 3 LF 18" PVC @ ^� P8 INTERCEPTOR TRENCH TIP. \ ___p--___-__- ( ) COMBINED Di 710N WET VAULT '----��------- ---- �.; 1 ° 1 SEE SHEET C26 FOR DETAILS \ _________IL7________ u--------- � � SEE SHEET C23 FOR DETAILS ____ L 7 PRIVAfE�S�`ORM --------T i------- -- - -----r-uN-- 1 1 CB 8 TYPE 2 48" --- I \ .1--DRAINAGESOLID LOCKING LID -'� - � �\ EASEMEN I l STA. 40+05.15, 19.81' R SE 134TH ST I ' CB 6, TYPE 1 STA. 13+26.71, 12.17' R - 511.38 RIM ;;.6b- + o \ 12" lE OUT 5059gn59 (N) III_ I I o NO TES: �rl= X X RIM T= 458.08 18" IE /N �F47E� (N) 447.56 ti \ F- x X�X�1X lE @ CO = 485.94 I ` ° VAULT OUTLET, STA. 30+30.60, 38.15' L 0 18 IE OUT 0 0z.E� (SE) 447.56 (AB) I - 1.22% 12" IE OUT �0 08. 96 (E) pII - d 58 LF 18" PVC @ �4 (P9) \ - IE *CO lE @ CO = 48326 '-;'" 11x = 475.89 IE @ CO = 472.75 ---- 448.12 `. \ CB 9 TYPE 2-48" - " I - SOLID LOCKING LID 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 PERMI T FOR EA CH L 0 T. J. 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. STORMWATER FLOW CONTROL BMPS LOT LOT AREA MAX. IMPERVIOUS (RESTRICTED 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 4 AkL.�� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C! SURFACE WATER STANDARD PLAN N40TES: THE FOLLOWING IS A USTING OF i3ENERAL NOTES THAT SHALL BE WCORPORATED RI THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PACT EGT THE APPLICANT OR OWNER. HEREBY REFERRED TO AS APPLICANT, MAY STRIKE QUTaRHEIEVANT NOTES IF NQTAPPLK:ABLE TO THE PROIEGT H(MEtiER, THE APPLICANT SMALL NOT RENUMBER MOR EDIT THE RFMAINING NOTES. IF ADDITYONAL MOTES ARE NEEDED FOR SPECYFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. t. BEFORE ANY CONSTRUCTION OR pIEVF1OPMI ACTIVITY QC,CURS, A PRE -CONSTRUCTION kiEETING SHALL RE HELP AMONG THE CITY OF RENTON, HI=REBY REFERRED, TO AS THE CITY, THE APPLICANT. AND THE APPLICANT'S CONTRACTOR. 2. TIIE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY. STATE, AND FEDERAL PERMITS PRIOR TO CDNSTRUCT30N. S. ALL STORM DRAINAGE IMPROVEMENTS SMALL BE DESIGNED AND COH:STRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL fRPNTOM SWDMI, RENTON MUNICIPAL ODDS RMC}. AND THE STANDARD SPECIFICATIONS FOR ROAID BRIDGE AND MLNIE-WAL CMYMUCTICIN PREPARED BY V,'StrCr ANO THE AMERICAN PMUIC WOHK5 ASSOCIATION IAPYI IT SHALL M 71-1E SOLE RESPONS101LIT Y OP YHE APFLICANT TO CORREC7 ANY ERRCR OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS,ALLCORRECTIONS SI-IAL4 BE AT NO ADDITIONAL COST TO THE CITY 4. APPROVALOF THE ROAD. GRACING. PARKING, BUILDING, AND DRAWNAGE PLAN DOES NOT CONSTIIUTEASAPPROVAL OFANYOTHER CONSTRUCTION (E.G. WATER. SEWER, GAS. ELECTRICAL. ETCj. PLANS FORSTRUCTURES SUCHAB BRIDGES. VAULTS. AND RETAININO WALLS REQUIRE A SEPARATE PEVEWAND APPROVAL BY THE Oil r PRIOR TOCONSTRVGTLOM. THE SURFACE WATER pRAIIII1AGE SY$T:EM SHALL BE CQMSTRUGTEDAQWPM HG TO THE APPRO:'EO PLANS. ANY DEVIATION FROM THE APPODVED PLANS WILL RECNIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FR LITHE CITY. 5. ACCPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTTDN IB IN PROGRESS. THE LOCATIONS OF ALL EKISTINOUT}LITIES SHOWN HEREON HAVE BEEN FS11ABLPSHFD BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROX MATE ONLYAND NOT NECESSARILY CDMPLETE. IT ISTHE SOLE RESPONSIBILITY OF THE APPLICANT AND THEAPPUCANTS wONTRAGTOR TO INDEPENDENTLY VERIFY THE ACCURACr OF ALL I TPLITY LCI SHOWN- AND TO FURTHER 0I5CAVER ANDAVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT WAY U AFFECTED BY THE IMPkEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECQFV QH T14E AS-SUILTPRAWINGS ALL UNDOCLMAENTED LMLITLES DLSCOVERED AND ANY CHANGES TO THE APPRD EO PLANS. THE APPLICANT SHALL IMIMEDLYTELY NOTIFY THE ENGINEER OF RECORD W A CONFLICT EXISTS. F. VERTICAL DATUM SHALL BE NNVU JIB AND HORIZONTAL DATUM 9HALLUE NAD B3 (WASTATE PLANE. NORTH% LHILE55 OTHERWISE APPROVED BY THE CRY. RFPERENCE BEHICHMAAK_ DATUM. AND ELEVATIONS SHALL BE HOTIcd ON THE PLANS 8. ALL UTILIt'r TRENCH BACKEILL AND ROADWAY BUBGRfSbe SHALL BE C.GM1'AOTED TO 05% MAXIMUM DRY CF-PeNTY PER SEOtION 2-03.3(14)D-COMPACTION AND, MOL$TURE CONTROL TiESTSOF THE W$DOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENI~H 9ACKFILL SHALL BE FIRM AND UNVIEL13NG• BUT IN NO LASE SHALL BE COMPACTED TO MORE THAI B2% OF MAXMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE FF9; ROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKEG FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN CM THE PLANS DR WHERE OIRECTEO $Y THE City. THE Ex15TmG M ANHLQLE$. CATCH BA51M5. OR INLET$ SHALL BE ADJU91E0 TO THE GRACE AS 5TAKE0 11. ALL PLOW CONrWL FACILGTTES SHALL BE WSTALLI=d AND IN OFERATICN PRIOR 74. OR IN CCMJUNCYION WIYH. ANY CONSTRUCTION ACTYVItY UNLI=5 OYHERWIM APPROVED BY THE CITY. 12. ALL PIFIE AND A+PPURTENANGE$ SHALL BE LAID QN A PROPERLY PREPARED FOUNDA1I104 IN ACCORDANCE WITH THE CURRENT $T,ATE OF WASHINGTON $TANPARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL WCLUUE NECESSARY LEVELING OF THE TRENCH BGTTOkI OR THE TOP GF THE FOUNDATION MATERWL. AS WELL AS PLACEMENT AND ODMPACTION OF REQUIRED DEDDING MATERIAL TO UNIFORM GRADE 9O THAT THE ENTIRE LEN137H OF THE PIKE WILL BE SUPPORTED ON A L■JIFQRMLW DENSE. yNYIELDIIVG BASE. ALL PIPIE BED4+kGAND BAGI(FILL SWILL BE AS SHOWN ON THEGITII STANDARD PLAN 220.00. 224 4. AND 220.20. tS. STEEL PIPE SHALL BE ALUMINIZED. OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR ASIDE AND OUTSIDE. 14. ALL DRAMGF_STRUCTURES SUCH AS CATCH BASIN&AND MAN40LES SatALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 2D1.14. 204.20-204.30. AND 204.50. &TRUCTLWES SHALL HAVE: s REGTANGLLAII OR ROuHD. SOLID LIDS WHEN NOT GOLLEGTTW Rv?40FF. AND OulSIDE OF THE MABWAY ROLND, SCUD UDS WHEN NOT C13LLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUTOUTSIDE OF THE CURBIGUTTER LINE. • RGM-MJD, SOLID LEDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGIT-DF-WAY OR IN AN EASEMENT TO THE CITY. PRNATE STRUCTURE LIDS OUTSIDE PLA9LIC RIGHTAF-WAY AND EASEMENTS ToTHIrCITY SHALL NOT DISPLAY THE CITY 40W. HOLDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTW AND DL■LDING SETBAM TINES Or THE RENTON SWDM. r• LIDS OF MANHOLESrCATCH BASINS VAT}■N PUBLIC RIGHT -OF -WA -A SNAIL NOT BE AWUSTED TO FINAL GRADE UNTIL AFTER PI ALL IMAWOLE TpsBASIN RIMS SHALL BE ADJUSTED FG BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL ORIVrWAYCULUERT$ LOCATED WITHIN CRY RIGHT•QF.#AYSk&U BE OF $UFFIQIENT LENGTH TOPROwW AM■49MIjM 3-t SLOPE MOM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THEDITCHi. LrWLEIS 01HEkWIsEHOPED, UHAWNG Is NOT TO SEALE IN12,) STD. PLAN • 267.00 PUBLIC WORKS SURFACE WATER STANDARD PLAN %wRmk. CEPARTMENT NOTES (1 OF 2) GAZ ,. •• - w>..,,o, „m.,- DATE 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING US A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IH THE DRAINAGE PLAN ;SET. ALL THE NOTES ON TwE LIST MAY NOT PERTAIN TO EVERY PROTECT THE APPLICANT OR OWTaER. HEREBY REFERRED T¢ ANa APPLICANT, MAY $TRIKE OUT OtAELEVANT NOTES rF MOT APPLICABLE TO THE PR040T HOWEVER. THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING#IOTES IF ADDITIONAL NOTE&ARE= NEEDED FOR SPECDFICASPECTS,, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 10. ROCK FOR ERASION PROTECTION QF RQADSrDE PITCHES. WHERE REWIRED. SHALL$E OF SCnjND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE 11) FOOT AND SHALL MEET THE FOLLOWING SFFLCIFHCATIONS- • 4-IIWHROCKF44- %I`A,S9ING: 2. 4 W CH ROCK i W - 485L PASSING; AN❑ . LESS THAN 2 INCH ROCK) 10 - 20%PISSING 10. FOOTING DRAINAGE SYSTEMS AND ROOF DO MBPOUT SYSTEM3 SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE 5Y81EM OR FLOW CONTROL III ON THE 8rM. UNLE58AFPROVED $Y tHE CITY FOOTINGtMAINS SHALL NOT BE CONNtCTEO 70 ONtITE 6MPS 20 THE FNII OF EACH 51-OPW UfWN 57UBSHALL &E CAPPED. A(LEAINOUTTOPPV�D WITH A BOLT -LOCKING LID MARKED -STORM -SHALL BP LOC.ATI=GAT THI= PROPERTY LINE PRAT THE POINT OFOONHWECTION OF APANATE STORM DRAINAGE QpNVEY,ANOE SYSTEM PER THE CLTY $TANDARID PI_kNW7.K 21 ALL STORM SYSTEM EXTEN&P IsS SHALL BE STAKED FOR LINE AND GRADE By A SURVEYOR LICENSED IN WASHINGTON STATE, AND OUT SHEETS SHALL BE 4'ROV*ED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLV-INST°ILLHD AND NEWLY -REHABILITATED JPLBLIC AND PRIVATE) STOFIM CONVEYANCE SYSTEMS SHALL BE WLSPEGTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 2M.D0. CCTV IMSPEC7MNS AND REPGRTS SHALL BE SLWMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PAOJECT CURBS-GUrMNS A?0IOR PAVEMENT I t 23 ALL STORM BYSTE:M9 AIID CA1fIECTION9 T4 EXISTING AIA Ng SKALD BE r E57ED IN AI`COPDANGE WITH SEC ION F 7-04.3( 1 OF THE VM5d4# STANDARD 9PEGIFIOA7I0MS AND IN THE PRESENCE OF A REPRESENTATIVE DF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE FAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.)OF THE DEVELOPMENT SITE, TO MAINTAIN THE MMTURE CAPACITY OF THE SOIL ETHER STOCKPILE AND REDISTRIBUTE THE EXISTW♦t4# DUFF -LAYER AtfU NATIVE TOPSOIL OR ANEW THE SOIL WTH COMPOST IN AGr_ORAAJiCE VATIf STMDARD PLAN 254 W. 2S ISSUANCE0F FE E3LMLdING OR ".ON TRLICTIFEMITS BYLHE CITY DOES NdT RELIEVE THE AFGT OF CONTINUING LEGAL OILOATaCN ANdfOR LIABILITY CONNECTED MTH STORMWATER DISPOSAL. THE CITYDOE&NOT ACDEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND HAAINTENANCEOF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 25. ADEQUATE SAFEGUARDS SAFETY DE WES PROTECTIVE EQUIPMENT TTAGGERS.AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE HEALTH AND SAFETY OF TIM PUBLIC. AND TO PROTECT PROPERTY WCO KEGTION WITH THE PERFORMANCE OF 44ORK SHALL BE PROVIDED ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY MTE]RRUPT HORMAS TRAFFIC FLOW &HALL REQUIRE A TRAFFIC CQNTROL PLAN APPROVED BY THE CITY. ALL $6CTIONS OF TIE W$DOT STANDARD SPECIFICATIONS 1-1DT@MPORARYTRAFFIC CONTROL SHALL APPLY- 21. PROJECTS LOCATED WITHIN THE CITY"S AQUIFER PROTECTION AREA API SNAIL CONTPLY WITH SPECIAL RECAAREMENT 46 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC "-950). 211 PLACEMENT OF SURFACEAPPURTEHFNLES {CATCH BASMeMANHOLE LIM. CLEANOUTS, INLETS, ETC. %IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTtOHS OF STREET TRAVEL LANES. BIKE LANES. SIDEWALKS. AND CROSSWALKS SHALL BEAyOIDED WHENEHEk POSSIBLE.. ANY BURFACEAPPudrEnAWG FvkCEOINA SIDEWALK OR CROSSWALI( SWILL BE FITTED WITH A NONSLIP OR NON-SKID LID PER ADA REQU411EMENTS. 2B. GLFAALY I A PUBLIC AND PRIVATE SYSTEMS ON THE PLANS PRIVATE SYSTEMS $HALL BE MAINTAINED BY THE APPLICANT. X MINIMULi WvER OVER$TORM DRAINAI PIPE $HALL CWORM TO TADLE #.2.T A2 QF THE RF_NTQH$V,'QH.1. 3f COt4STAUCTEd PERMEABLE PAVEMENT GMLL BE PERMEABLE ENOUGH TO ADSORB WATER AT AW041 MLJM RATE OF 2m) ■ICHES PER Wvk iNWC DWTELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 110 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED U51N D A, SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAv(R*NT SURFACE ALL AT Off, IF ONLY AMINuA AIIAI OF VrprER ENDS OR RUNS OFT• THE SURFACE. THEN THE PAvEA+ENT IS WNGOERED TO MEET THE MINIMUM RATE OF ABSORPTOON. AT LEAST ONE TEST SHALL BE CpIDUGTED PIER i%M SQUARE FEET OF PERMEABLE PAVTEMENT IF THIS TEST IS NOT OONCLVSIVE, THENANOTHFJR TEST PER ASTJW C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BEACCDMPLISHED WHILE WALKING BEHIND SLOWLY MOVIN4 WATER TRUgS OISCHARGINO WATER AT A RATE SIMILAR TO THE UUCKET TEST. PERMEABLE PAVERS SHALL BE T189TED USING ASTM C 1 M. LIPILEiS OTME11WIA NOISU, DILAWING IS NOT 70SCALE JWM STD. PLAN • Z57.50 P� PUBLIC WORKS SURFACE WATER STANDARD PLAN w DEPARTMENT NOTES (2 OF 2) GAZ 9/28/2019 1 c.eFx�„w,,,rz„ DATE FINAL AS-BUILTS COMMENTS 2.28.24 YLP 02.28.24 YLP SURVEYED: SCALE: DJC ems` DESIGNED: YLP AS NOTED DRAWN: GLB ONE INCH CHECKED: AT FULL SCALE YLP IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY YLP ' STA. 40+51.52, 15.03' L RIM 46A66 457.16 18" lE IN 0 0A 44 (NW) 446.85 18" lE OUT 04�z3iiI (S)446.84 I SEE RIGHT 0 NORTH GRAPHIC SCALE 0 20' 40' 80' 1 INCH = 40 FT. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM SEE LEFT ' CATCH BASIN NOTE: \ \ 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. PR/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. I` RUNOFF BETWEEN ADJACENT LOTS TO BE HANDLED DURING INDIVIDUAL \ \ BUILDING PERMITS PR/ VA TEL Y MAIN TAINED STORM ELEMEN TS: \I I I II Q) 1. ALL STORM DRAIN STUB -OUTS TO BE PRIVATELY MAINTAINED. 11 \I I'I11 2. ALL PRIVATE STORM CONNECTIONS TO BE PERFORATED STUB -OUTS. I'' 11 I' PUBLICLY MAINTAINED STORM ELEMENTS.• ALL CATCH BASINS AND PIPES WITHIN EXISTING RIGHT-OF-WAY, FUTURE a' RIGHT-OF-WAY, TRACT A, TO BE PUBLICLY MAINTAINED. UTILITY CROSSING NOTE: SEE SHEET C39 FOR UTILITY CROSSING DETAILS , ....... ... III .. ... III II 30 U UTI '111 i EASEMENT 1 ` CB 10 TYPE 2-48" REC. NO, W/ SOLID LOCKING LID 2021040600076 STA. 42+98.94, 15.03 L OQ RIM '"C�Y 463.88 7 8 " 1E IN 4-46.96 (N) 445.51 o. 18" /E OUT 446.96 (5)445.51 o �. o STORM STUB TABLE LOT FG /E DEPTH TO /E 1 511.55 503.55 8.00 2 510.21 502.21 8.00 3 503.26 495.26 8.00 4 495.54 487.54 8.00 5 488.49 480.49 8.00 6 476.74 468.74 8.00 7 468.25 460.25 8.00 8 468.05 460.05 8.00 9 474.24 466.24 8.00 10 483.31 475.31 8.00 11 492.20 484.20 8.00 12 501.49 493.49 8.00 13 508.02 500.02 8.00 PR/ VA TE CB SCHEDULE LOT RIM /E 2 505.50 502.50 5 484.07 481.07 8 461.60 455.92 9 z468.35 463.87 11 -484.84 480.28 / C TY OF RENTON Planning/Building/Public Works Dept. U 00 Q J R-409116 � IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS STORM DRAINAGE PLAN z a J 2 LU DATE: 09.05.19 FIELDBOOK: PAGE: IIRAWIN(: Nn. 16210 SE 134TH STREET C 16 RENTON, WASHINGTON 98059 SHEET: 16 OF:41 DRS PROJECT NO. 17020 LJ M W J n a DRS PROJECT NO. 17020 V ) z LU C� J n a U TILI TY CROSSING NO TE: O UTILITY CROSSING SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS AS -BUILT "I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPER WSION ON THIS DATE: 212912024." I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C! , X , I 20 00 O O Ln 20+00 NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS PROFILE ® C OF H.P. ELEV = 508.27 H.P. STA = 21+04.14 PW STA = 2 +76.64 PW ELEV — 506.82 A.D. = 9. 0% K = 1 145.00' C O + o EXISTING GRADE -- ,�-- PROFILE ® IF OF ROAD 2.00X 'ROPOSED WA 71 --- - LF - Z� CB 4, TYPE 1L STA. 20+67.79, 8.17' R 5OZ 73 1 RIM 5619.3 505.16 12" lE IN �566.39 (SW) 505.15 12" lE IN 696.49 (N) 505.13 12" lE OUT 666.36 (E) 1.46X 20 LF 12" LCPE © (P104) CB 104, TYPE 1 L STA. 20+68.28, 12.17' L RIM 688-E+508.20 12" lE IN 505.50 (NW) (AB) 12" lE OUT 505.50 (S) 505.45 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N LO h V) 20+40 20+80 FINAL AS—BUILTS COMMENTS 2.28.24 REVISION 0 CB 3, TYPE 1 ETA. 21+89.27, 12.17' R 12" 03.� 97 RIM �B3-8f1- 500.5 IE IN 99:59• (W) 500.4712" IE IN 669.66 (N) 500.52 12" IE OUT :5ee.§g (E) AB 1 24 LF 12" LCPE 9 �� (P103)- CB 103, TYPE 1 STA. 21+89.27, 12.17' L 503.99 RIM 0 501.4 6" IE IN 6ei.4e (N) 500.81 12" IE OUT :596.89• (5) d N �_ r7 ►� �o v O ^ O ^ 'd 0 0 0 o Ln L 21+20 21+60 22+00 YLP 02.28.24 YLP I SURVEYED: SCALE: DJC ems` DESIGNED: YLP AS NOTED DRAWN: GLB ONE INCH CHECKED: AT FULL SCALE YLP IF NOT ONE INCH BY DATE APPR APPROVE SCALE ACCORDINGLY �1 I I I I I I I 515 �u Q 510 N W � ZZ Q 495 Ln ;I- 22+40 22+60 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM V;R) C TY OF RENTON vilkw Planning/Building/Public Works Dept. NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH 15 R-409118 VERTICALL IN COMPLIANCE WITH CITY OF RENTON STANDARDS 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 OF`41 DRS PROJECT NO. 17020 TT V J O rn T LX �J 00 T J Cn 0 z a J V W ^J 5a L r\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) U TILI TY CROSSING NO TE: O UTILITY CROSSING SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS CI, 495 00 V W 485 480 475 470 AS -BUILT NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. &UPI. E HIGHLANDS \ C8 102, TYPE 1 \ \ STA. 23+87.70, 12.17' L 5 \ 4 \ 482.28 RIM -48:F-f9 ' \ \ ` 479.73 6" IE IN 0 7zg. 69 (N) . 479.0�512" lE OUT _(S) �9-+9-�t � 1 — I \ \ 1 \ \ ° _ add A 23+00 24 LF 12" LCPE @0.0904 (P102) 1� 199 I 10.87% 1J-1 -19S-LF 12" LCPE @ f6.,994r(P3) i d � I Itl \ \\\ 12\\\ \ \ I I \ \ \ I I I I I I ' A p ° ----- d ° �d I I I CB 2, TYPE 1 - STA. 23+87 70, 12.17' R 482.30 \� RIM -9- 478.87 12" lE IN -4�:8. 96 (W) 478.86 12" IE IN�18.96 (N) 4LL79.45 6" IE I,9 (S) 478.9012" IE OUT -4,_16-96 (E) I � � 1 � I i I I 3 24+ 00 A-- —� -- \ \ 222 12.65X V -:P:P4-LF 12" LCPE @ -1F-5-57Sof (P2) a ° LQ ° ° FA a � tw 77 ----- -- 4 °—.— Q ---a 9 — 10 I \ \ I \ r PROFILE ® 4� OF ROAD I I -- CB 2, TYPE 1 _ STA. 23+87.70, 12.17' R 482.30 RIM 0,9:2-09 � 47 887-12 " lE IN �S.-3B- (W) - 47$; 86-12 " lE IN --Hwe. 99 (N) 479.45 6 " IE IN -4�;9. +9 (S) 478.90 12" lE OUT0,z&99- (E) AB 0�9X 24 LF 12" LCPE @!r (P102) CB 102, TYPE 1 STA. 23+87 70, 12.17' L 482.28 RIM �k4�-a g 479.73 6" lE IN (N) 479.0512" IE OUT-4�z9-19 (S) ROAD A \ I I\ I I 495 490 0 V W W 480 EXISTING GRADE PROFILE 0 j OF ROAD ----- ------------------- -- NORTH GRAPHIC SCALE 0 10 20 40 Emmi 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT N N"n rn m"� � �o� o " N o,N � �h �cr .� v\N ao v\N h o�N N cvN o� VERTICAL R 409119 � ►� te e} 01 C o Sao ��ci �Mi �" map �cc �`� �'; IN COMPLIANCE WITH CITY OF RENTON STANDARDS 22+60 22+80 "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE- 212912024. 1 I I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 FN 0. 23+20 FINAL AS—BUILTS COMMENTS 2.28.24 REVISION 23+60 24+00 YLP 02.28.24 YLP SURVEYED: DESIGNED: YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVE 24+40 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 24+80 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 19 C TY OF RENTON Planning/Building/Public Works Dept. MAPLE HIGHLANDS ROAD A STORM DRAINAGE PLAN AND PROFILE 00 T J C) 0 z a J DATE: WJ 09.05.19 FIELDBOOK: PAGE: nRAWIN: Nn. 16210 SE 134TH STREET C 19 RENTON, WASHINGTON 98059 s"E� 19 OF: 41 DRS PROJECT NO. 17020 z LU V J n Ca G UTILITY CROSSING NOTE: O UTILITY CROSSING SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS AS -BUILT "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE212912024." 4 AkL.�� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C! O 00 N (Q U NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLA CB 201, TYPE 1 °d BI-DIRECTIONAL VANED GRATE \ WITH THROUGH CURB INLET \ STA. 31+95.34, 23.26' L 7 455.29 RIM 1- 1.58-12" lE OUT-05f.66 (W)I I IE IN-452.-00 (SW) - I ' I 1 CB 101 TYPE 2-48" d i STA. 26+10.29, 11.41' L i ° ---nq �� - r 1 a �.----- =- 298 LF 12" PVC @ P107 -...-° a-r.:----T--- 456.78RIM -7�( ) 451. 2 12" IE IN 061.:R6 (E) (AB) 1.54% 4 1. 3: 6" IE IN 46A; z§ (N) 12" lE OUT ^-�;i� (S) 26 00 0 ` 26+91.06 5+00 Ail, 1.31% - - L _ 35 LF 12" LCPE @-1.-8,;X (P201) I� 222 - _ - - 12.65% R AD A LF 12" LCPE @ �z �330 (P2) , AB 1 i , 24 LF 12" LCPE @ h930 (P101) d CB 1 TYPE 2-48"' �V d I ° d i STA. 26+ 10.29, 12.93' R (/� Q 456.72 RIM ° . d_ - _ _ i ._ ;. CB 301, TYPE 1 ,56,� 12" lE IN-9�(W) -_ --f- 1 Bl-DIRECTIONAL VANED GRATE 1 1� a50.8 12" lE IN (N) t� WITH THROUGH CURB INLET �V 450.99 12" IE IN �1-99- (E) / I �i STA. 31+64.58, 22.88' L .3 18" IE OUT +56.69 (S) / 3 . 2.�4%I RIM- §.9! 5 .16 3rLF 12 LCPIIn z 93LI(P/'� 12 /E OUT k5 .96-(W) 451.93 ----- - n 1 25 LF 18" LCPE @ "gym (P1)-` --- ��-------- a AB ' ,'�-J-------'-------U----------- ---- ----------------- I �. 9 / VAULT INLET,-- ---------------------------- I \� ----------- - J STA. 26+07.29, 37.50' R �I ---------------+F 18" IE- IN 59• N 1 11 In '{---------��----------'---4'2-----------1-----fl------------------- I II II � II I I a 2----------IL--------'---------A1------------ j------ ------------------- I - ----- II r II i II I O A -----------j-------LI------------------ i a i I /�f'IC1 jA----- i---------- II r II I I II !-------[I------------------- a. S ORM DRy4/AGE II II i II II i--------II------------------- ------ ------- II r II , I - ------- T II II II------------------- ----------------- ---------- ii ;; 450 445 - _ EXISTING GRADE PROFILE 0 j OF ROAD F/NLSNFn l:RdnF 7 cv to 24+80 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N 25+20 PROFILE 0 47 OF ROAD 25+60 FINAL AS-BUILTS COMMENTS 2.28.24 REVISION L.P. ELEV = 455.40 L.P. STA = 26+44.88 PVI STA = 26+2Z29 PW ELEV = 454.98 A.D. = 13.50% K = 4 - 4 34 35- LF 12" LCPE @ nZ" 8m (P301)� 2.74% AB CB 1 TYPE 2-48 35 LF 12" LCPE STA. 26+ 10.29, 12.93' R @ (P201) 456.72 RIM AB .31 450.741 12" IE 1N061--69- (W) 24 LF 12" LCPE 450.85 12" IE IN 060.99- (N) @f.tq:30.- (P101) 450.99 12" IE IN-46;.199- (E) 2.86 450.34 18" lE OUT-+56.56- (S) AB 25 LF 18" LCPE CB 101 TYPE 2-48" @ggc (P1) -STA. 26+10.29, 11.41' L- 20.0 .'E' 456.78 RIM -�fr. 69- 451.1� 12" IE IN =�T (E) 451.13 6" lE IN err (N) 451.0612" IE OUT -6; R6 (S) ROAD A 26+00 YLP 02.28.24 YLP SURVEYED: -DESIGNED: YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVE 26+40 CB 201, TYPE 1 BI-DIRECTIONAL VANED GRATE WITH THROUGH CURB INLET STA. 31+95.34, 23.26' L RIM-069, 1';455. 12" lE OUTk5�-E9-(W) 45 ,58 -6" IE IN 452.00 (SW)� CB 301, TYPE 1 BI-DIRECTIONAL VANED GRATE WITH THROUGH CURB INLET STA. 31+64.58, 22.88' L RIM- . P!P 16 12" IE OUT --06:F.66 (W) 451.93 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 26+80 26+90 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 445 C TY OF RENTON Planning/Building/Public Works Dept. NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL R-409120 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS ROAD A STORM DRAINAGE PLAN AND PROFILE LX 00 Q J r) z a 0 W DATE: 09.05.19 � FIELDBOOK: PAGE: nRAWIN(: Nn. 16210 SE 134TH STREET C20 RENTON, WASHINGTON 98059 SHEET: OF: 20 41 DRS PROJECT NO. 17020 z LU J V J n a UTILITY CROSSING NOTE: O UTILITY CROSSING SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C! CB 201, TYPE 1 DIRECTIONAL VANED GRATE WITH T1-1Rnl1(;H r'11RP INI FT 3 33+ NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHI.ANDS STA. 26+ 10.29, 12.93' R 33+60 33+20 32+80 32+40 32+00 31 +60 31+20 30+80 30+40 30+00 29+60 AS -BUILT "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD COND1 TIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 212912024." D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N 1 FINAL AS—BUILTS COMMENTS 2.28.24 REVISION YLP 102.28.241 YLP LX LJ 00 T J 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 Cn 0 z a J W SURVEYED: DJC SCALE: AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM aw'�,v M • DTY OF R E N T O N Pic nning/Building/Public Works Dept. MAPLE HIGHLANDS 164TH AVENUE SE STORM DRAINAGE PLAN AND PROFILE 16210 SE 134TH STREET RENTON, WASHINGTON 98059 DATE: 09.05.1 s J � DESIGNED: FIELDBOOK: PAGE: DRAWN: GLB ONE INCH DRAWING NO: C21 CHECKED: YLP AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY APPROVE: YLP41 SHEET: 21 OF: DRS PROJECT NO. 17020 LJ M W J n a DRS PROJECT NO. 17020 LJ M W J n a DRS PROJECT NO. 17020 LJ M W J n a DRS PROJECT NO. 17020 8" OPENING SEE ROAD A STRUCTURAL PLANS FOR DETAILS 4' OPENING SEE - STRUCTURAL PLANS 5'x10' G ATE WITH 24 FOR DETAILS SQUARE A C SS HATCH IBOV 446.83 r� II II ----------- II \ \ -----\---- II-\----f 118" IN ET �45e59 6" INLET 453.50 I ----- ----------- tr-------- --------- --------- ----- --- -------- -------_- II{_____ --r rr FRAME AND 24" I 1..-----------------aa I, f ROUND SOLID COVER---------I--'--'--'i�---------I- -- ---�i--_-- r I �i II OV 441.00 MARKED "DRAIN" WITH II II o 1 t II oo r I 1 --'- LOCKING BOLTS (TYP.) I---------j---------i�---------r-------- ��-- ----------ii --�- -- - t i--- IBOV 446.83 I --------- --------- ---- F-------- ii-- - ---I--- -----LI - II 441.67 (� „ I II �L+ AT HIGH ------------------tr---------I---------1t--- ------{------1-- �?- ----- PINTPA 6"0 PERFORATED PVC I _ I - ---+F--------I 1t-4-- ----- V-ii-_I----- I- ---�- VAUL T FOOTING DRAIN 1 I I C I I r \ 1 Sq 5�' +t _ 59 Sq a+ I FI i MIN. MIN. II MIN. F MIN. IIr II ------- 1 �� - aa--------- ------ a 1 ------1L-------- -I--------AI --}V- --- oI --------- - i% I 11\ -------------1 ------- 1------ --� I I OV 441.6 ------------------ II �� \ -- - r F�,-------- v @PERIMETER +L F ii --- r OF LOWER IBOV 447.50-----------------1r------------ �i �- r II 1 0 C LL @ PERIMETER - II I II I u___ ___�? I______ -- 1 II OF UPPER ------------------- tr------ ----------- II-------I-----r---II { ��I r I 8 OPENING SEE ---LI----1---- r--- I STRUCTURAL PLANS CELL -1 ii � 1----r- __ I FOR ETAILS � LADDER (TYP.) I }t r a, ---------II --------F-------- II ------I---7-----ii----\ - i -------1--------- 1L-------- --------al---- {--1--f----- fl------ f--a - 5'x10' (GRATE WITH 24 II----I---------JI----1------ri------V---1------ I QUAR ACCESS HATC 4' OPENING SEE - I I i� I fi ------------- STRUCTURAL I PLANS FOR DETAILS--------1----- iI - r-------- -li 59' � I 1 59' II I ----------------F-------- I - ---- i 12" UTLET --&.ee �i"MIN. \r MM ---11 --------- ------ I 44� 16 --------- ------ ,----------------7T--------- --- --- I I ----------- 1L- \-1+ / --- - IBOV 446.83 I " f II % II II -ter- ----.*r- --"RI----------r --- - 12" VENTILATION PIPE (TYP.) I (SEE STRUCTURAL PLANS 19.75' 19.75' 19.75' 19.75' FOR DETAILS IBOV 446.83 IBOV 441.00 /BOV 441.00 VAULT DETAIL 1 "=20' 445.32 18" INLET 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 460.97 RlM EL = -01151e: 91116,11- 460.96 RIM EL= �F6$.9� 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 II 456.16 TOP OF VAUL T -06&-e& (TYP.) 453.66' 454.16' _ 6" INLET 6' -----------------I--------------------------------------------------*5*09 TOP OF------ ---------------1--------------------------------------------------------------- ---------------r -i I OF DETENTION r r I ® o = 1.0' FREEBOARD o = 1.0' FREEBOARD e ® orz ors II oZ� oZa I ® O �O I ® 448.16 447.66 TOP OF SEDIMENT STORAGE EL.--44&ee-----V------------ ------------------------------------------------------------------------------- -------------------------------------------------------------------- - --- -- EL. 8 Sq MIN. 5/ MIN. 59, M/N. 5q MIN. 18" INLET 45'O ' SEDIMENT STORAGE (TYP.) 0.5" SEDIMENT STORAGE (TYP.) 0.5 �10 h0 I EL. 44 �yy �y IL-------------------------- ------------------------- NOF2TH EL. fry 59 MIN_ _59 MIN. 59' MIN_ -57 MIN. I FRAME AND 24" ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS (TYP.) RIM 459.90 SECTION A -A 1.0' AVERAGE SEDIMENT STORAGE (TYP.) J 1.0' AVERAGE SEDIMENT STORAGE (TYP.) 5'x10' GRATE W/ LADDER & 24" SQUARE 460.96 RIM EL= -066.96 LOCKABLE HINGED ACCESS HATCH SEE NO TE 3 FINISHED GRADE 459.90 TOP OF VAULT 456.00 (TYP.) --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- - 454.16 T 7 --- �t-5e TOP = 1 OF DETENTION 0 1.0' FREEBOARD Q�W W� 0 44& 16 12" OUTLET Ci �CL hW 2.66 ------ TOP OF SEDIMENT STORAGE EL.--44-r------------------------------------------------------------------------------------------- -- EL. 41j. T rz L6 Sq MIN., 1.5q - 1.59 - �5MIN. EL. F 1.0' AVERAGE SEDIMENT STORAGE (TYP.) INTERNAL DIMENSIONS OF VAULT. 112.00' L) X 80.50W) 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) 9 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 53,088 18,927 1 24,332 100 YEAR 454.04 52,910 53,442 53,442 25 YEAR 453.66 49,582 50,080 50,080 10 YEAR 452.80 42,048 42,470 42,470 2 YEAR 1 451.39 29,696 29,995 29,995 AS -BUILT "I CER77FY THAT 774E INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TE.• 212912024. " 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 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. F1�PANIX SEPARATE STRUCTURAL DESIGN PLANS AND CALCULATIONS FOR THE PROPOSED STORM VAULT MUST BE SUBMITTED TO THE BUILDING DEPARTMENT. A SEPARATE BUILDING PERMIT APPLICATION WILL BE REQUIRED FOR THE CONSTRUCTION OF THE VAULT. FINAL AS-BUILTS COMMENTS 2.28.24 YLP 02.28.24 YLP SURVEYED: SCALE: DJC VERTICAL: NAVD 1988 DESIGNED: YLP AS NOTED HORIZONTAL: NAD 1983/1991 A10%% RENTON O T Y OF R) DRAWN: GLB ONE INCH DATUM CHECKED: AT FULL SCALE • v YLP IF NOT ONE INCH Planning/Building/Public Works Dept. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY YLP 448.16 12" OUTLET 44&tq&- EL. 4 26 R-409125 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS VAULT DETAILS DATE: 09.05.19 PAGE: 16210 SE 134TH STREET C25 RENTON, WASHINGTON 98059 SHEET: OF: 25 41 DRS PROJECT NO. 17020 X LJ 00 a J U) 0 z a J V LLI 5a L J L RENTON DRAIN 1/2" LETTERING BOLT HOLES -3PLACES EQUALLY SPACED 120" APART ON 23 1/16" DIA. B.C. (11 V DIA_ PICKHOLE of AM 111cw 1 1/4" LETTERING 1 ) 0 z25" DIA a 3l4 J " = 2 1/2" 8 3/4" v (TYP.) COVER SECTION VIEW ^J 26 1/2" DIA. 251/4" DIA. 1/4" DIA. NEOPRENE GASKET 16" KIZ 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" 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) PUBLIC WORKS IDS STD. PLAN - 204.50 .c�e PP Y �1� DEPARTMENT STORM ROUND FRAME AND COVER Z 9/28/2018 1 w(•ngi,sr w�h�enm",r.".". DATE 15' 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" %ILBASE E NOTE 6, TYP. STEPS OR LADDER L- 12" (TYP.) 1" MIN " "" RING 24" 2.5" MAORCING STEEL, TYP. (TYP.) 12" MIN. GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER WSDOT STD. SPECIFICATIONSECTION 9-03.12(3) SEPARATE BASE 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" 1 54" 1 48" 48„ 96. 60" 72" 60" 1 48" 48" 120" 66" 84" 1 60" 1 48" 48" 144" 78" 96" 1 60" 1 48" 148" '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 A110o®• PUBLIC WORKS CATCH BASIN TYPE 2 PR PIS DEPARTMENT GAZ 9/28/2018 P„ni,r �,,„r DATE r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) CI, NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS i/. \�\ ADDITIONAL LADDER RUNGS (IN SETS) TO 2' MIN. CLEARANCE TO ALLOW ACCESS TO TANKS OR VAULTS ANY PORTION OF FLOW RESTRICTOR \ WHEN CATCH IS FILLED WITH WATER TEE INCLUDING ELBOWS / \ REMOVABLE WATERTIGHT COUPLING -OR FLANGE 2" MIN. ELBOW RESTRICTOR, SEE DETAIL AND NOTE 10 r / ANGLE AS / \\ NECESSARY, SEE NOTE 7 j 6" MIN. 6" MAX. 2' MIN, PLATE WELDEDTOELBOWWITH PLAN VIEW ORIFICE AS SPECIFIED, SEE NOTE 3 ELBOW RESTRICTOR DETAIL 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. T I D I �-� �-� 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' MIN. 12" 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 T-O" 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 15 NOT TO SCALE (NT5) STD. PLAN - 237.00 A11111111111•�• PUBLIC WORKS FLOW CONTROL STRUCTURE APPROVED: �I� DEPARTMENT RESTRICTOR TEE GAZ 9/28/2018 1 vunuc wanes Aammisoraror 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 #3 BAR EACH CORNER IN <cr\Q 16 5 s�cF l , \OTFa #3 BAR EACH SIDE },J: �✓ `v #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 NOT TO SCALE (NTS) STD. PLAN - 200.00 APPR ED: V'RI DEPARTMENT CATCH BASIN TYPE 1 GqZ 9/28/2018 P"nr,, W", Ad--s ar", DATE 1 FINAL AS-BUILTS COMMENTS 2.28.24 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 FN 0. REVISION CONTROL ROD (ROD BENT AS REQ D FOR VERTICAL ALIGNMENT WITH COVER) TOP OF DETENTION EL. = 454:819 454.16 12" CMP RISER PIPE PIPE SUPPORTS) (SEE NOTE 4) 448.16 12 IE= 448. 919 SHEAR GATE WITH CONTROL r ROD FOR CLEANOUT/DRAIN RESTRICTOR PLATE W/ ORIFICE 0 = 1.60" 0. C. (SHARP EDGED SHOP DRILLED) 5Z MIN, > 7.00 FREEBOARD 4" ELBOW IE=�'452.91 ORIFICE 0=1.75" 4" ELBOW IE=45!-z35 451.51 ORIFICE 0 =2.00" 6.00' DETENTION DEPTH FROP DETAIL FROP NO TES: 6.25' W.Q. DEPTH TOP OF SEDIMENT STOR.= -f -f 1.75 441.91 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. J. 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" 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 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 AS -BUILT "I CER71FY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COA44EN7B, ACCURATELY REFLECTS EXIS71NG FIELD COND17IONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE 212912024. YLP 02.28.24 YLP SURVEYED: SCALE: �`` VERTICAL: NAVE)1988 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 o O T Y OF YLP R E N T O N DRAWN: GLB ONE INCH DATUM V439• CHECKED: AT FULL SCALE YLP F NOT ONE INCH Planning/Building/Public Works Dept. BY DATE APPR APPROVED: LP SCALE ACCORDINGLY R-409126 IN COMPLIANCE WITH CITY 11C RCAITIIAI STANDARDS �J 00 Q J V J Z a J V W DATE: J MAPLE HIGHLANDS 09.05.19 STORM DRAINAGE DETAILS FIELDBOOK: PAGE: 16210 SE 134TH STREET DRAWINC26 RENTON, WASHINGTON 98059 SHEET: OF: 26 41 DRS PROJECT NO. 17020 CURB OR CURB AND GUTTER MATCH TOP OF HOOD TO TOP OF CURB (TYP.) HOOD ISOMETRIC VIEW CATCH BASIN CL GRATE 4- 3" 7" SEE DETAIL BELOW SEE NOTE 1 - 34" (WIDE SIDE) CATCH BASIN TYPE 1 - 40" (WIDE SIDE) CATCH BASIN TYPE 1L HOOD 1/2" M SEE NOTE 29" MIN. 1" MIN. (TYP.) 20 1 /4" 1 MIN. DO NOT INSTALL SAFETY BAR / DEBRIS GUARD (TYP.) (T o 20� GRATE SEE NOTE 4 (TYP.) FRAMED HOLE OR SLOT FOR ATTACHING HOOD - TOP VIEW 241/4" 29" MIN. NOTES: 1. THE INLET REQUIRES THE PRECAST CATCH BASIN TO BE ROTATED 90 DEGREES SO THAT THE NARROW SIDE IS PARALLEL TO THE CURB. WHEN CALCULATING OFFSETS FROM THE CURB TO CENTERLINE OF THE PRECAST CATCH BASIN, PLEASE NOTE THAT THE CENTERLINE OF THE GRATE IS NOT THE CENTERLINE OF THE PRECAST CATCH BASIN. 2. THE DIMENSIONS OF THE FRAME AND HOOD MAY VARY SLIGHTLY AMONG DIFFERENT MANUFACTURERS. HOOD UNITS SHALL MOUNT OUTSIDE OF THE FRAME. THE HOOD MAY INCLUDE CASTING LUGS. THE TOP OF THE HOOD MAY BE CAST WITH A PATTERN. SAFETY BARS ARE NOT ALLOWED ON THE HOOD. 3. ATTACH THE HOOD TO THE FRAME WITH TWO 3/4" x 2" HEX HEAD BOLTS, NUTS, AND OVERSIZE WASHERS. THE WASHERS SHALL HAVE DIAMETERS ADEQUATE TO ASSURE FULL BEARING ACROSS THE SLOTS. 4. FOR BOLT -DOWN GRATES, PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE SLOTS. TAP EACH HOLE TO ACCEPT A 5/8" x - 11 NC x 2" ALLEN HEAD CAP SCREW. LOCATION OF BOLT -DOWN HOLES VARIES AMONG DIFFERENT MANUFACTURERS. SEE BOLT- DOWN DETAIL. 5. ONLY DUCTILE IRON VANED GRATES SHALL BE USED. SEE STANDARD PLANS 204.20 AND 204.30. 6. THIS PLAN IS INTENDED TO SHOW THE INSTALLATION DETAILS OF A MANUFACTURED PRODUCT. IT IS NOT THE INTENT OF THIS PLAN TO SHOW THE SPECIFIC DETAILS NECESSARY TO FABRICATE THE CASTINGS SHOWN ON THIS DRAWING. DETAIL SECTION A FRAME UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 203.00 .�.�• PUBLIC WORKS OPEN CURB FACE FRAME AND GRATE PPR D: y1� DEPARTMENT INSTALLATION GAZ 9/28/2018 P"brc W",ks Ad--s: ,", DATE r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C! AS -BUILT NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS BOLT -DOWN SLOT, SEE DETAIL AND NOTE 1 m01 E'O rV114 - ov00" ;l4p®rlso SEE NOTE 1 LETTERING ISOMETRIC 24" 4 EQUAL SPACES � � 4 EQUAL SPACES 1 5/8" MAX. J SECTION A SECTION B NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. USE ONLY IN SAGS ON VERTICAL CURVES. 4. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) A06STD. PLAN - 204.30 PAR) •PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL PPR D DEPARTMENT VANED GRATE GAZ 9/28/2018 P"bk W",ks Admen st a ., DATE NO AS -BOIL T INFORMA 770N ON THIS SHEET. "I CER71FY 7HAT 7HE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA770NS, ELEVATIONS, DEP7HS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXIS71NG FIELD CONDI7IONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TE• 212912024. " 1 I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N FINAL AS-BUILTS COMMENTS 2.28.24 REVISION .SA 3p„ 2A 2p,. S•• 5 1", 2", 4", 6", 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION REDUCING SECTION SFR 2g., NQTFs #3 BAR EACH CORNER #3 BAR EACH SIDE #3 BAR EACH WAY J PRECAST BASE SECTION V44 PUBLIC WORKS DEPARTMENT NOTE, ALL THROUGH CURB INLETS MUST HAVE BI-DIRECRONTAL GRA TES YLP 02.28.24 YLP SURVEYED: DESIGNED: YLP DRAWN: GLB CHECKED: YLP BY DATE APPR�APPROVED: v PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 18" CONCRETE ALL METAL PIPE 21" CPSSP`, 18" STD. SPEC. 9-05.20 SOLID WALL PVC, STD. SPEC.9-05.12(1) 21 PROFILE WALL PVC, STD. SPEC. 9-05.12(2) 21 " 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 26". 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'. 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. #3 BAR HOOP SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION CATCH BASIN TYPE 1L SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM #3 BAR EACH CORNER 18" MIN. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 200.10 APPROVED: GAZ 9/28/2018 I P"br¢ W",k, Admm,snar", DATE • C TY OF RENTON Planning/Building/Public Works Dept. n SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 3 AND SPECIAL PROVISON 7-05.3(1). PATCHED AREA PLAN NTS A ADJUSTMENT RING (1" MIN.) OR BRICKS. SEE NOTE 4. SECTION A -A NOTES 1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 400.1. 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8.OF CLASS "B" ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS GREATER OR AS APPROVED BY THE ENGINEER. DEPTH OF CLASS "B" ASPHALT TO BE 2" BELOW BOTTOM OF THE UPPER ADJUSTMENT RING OR A MINIMUM OF 8" WHICHEVER IS GREATER. 3. ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS, BRICKS AND FRAME SHALL BE GROUTED. 4. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. �Y STD. PLAN - 400.4 G� O� TYPICAL UTILITY COVER APPROVED: PUBLIC WORKS DEPARTMENT ADJUSTMENT FOR PAVEMENT OR OVERLAY Z� o NT wnn" orb • •br DATE LX �J W T J R-409127 � IN COMPLIANCE WITH CITY OF RENTON STANDARDS �., MAPLE HIGHLANDS STORM DRAINAGE DETAILS C) 0 z a J DATE: WJ 09.05.19 FIELDBOOK: PAGE: IIRAWINC: NCI• 16210 SE 134TH STREET C27 RENTON, WASHINGTON 98059 SHEET: OF: 27 41 DRS PROJECT NO. 17020 NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. O _x_ � X+�r x / SSMH 11 48" STA. 16+43.03, 5.00' L 512.95 RIM 513. k9 t (AB) 8" lE OUT 500.00 (S) xl ' I ` Cn ' I \ 0 z \\\ z a ' 'N V I / X LU J mN CL G / I I �0 00 \001 XI \� J I I w MAPLE HIGHLANDS -n-� \ \\ � I I 1 • I 1 I � 7� - ' ' I I \ arC \ T 5 ' ---- 6 \ o FG 496.60 FG, 491 10 I - - ` \ o \ 483.07� FG 475.20 FG` 477.18 \ FG `08.10 FG 506.60 ------ E i7 Ilm SANITARY SEWER STUB • �\ CLEANOUT (TYP•), PER \ COR STD PLAN 406.1 \ \ \ \ 1 493.20 \ \FG 485.20 '1 FC \501.'10 - I T --% \ �._ \ _ -7 7F� 9 AA �9e-LF 8" PVC 9 4&.- - 0 j. 1 Ell i \7 \ \ SSMH 2 �12 SSMH 1 48" \ STA. 23+99.51, 4.25' R -' ° STA. 22+01.38, 4.25' R 48a95 RlM-4fl%fi� ' ' � I ' I 8�910I8" IE /N �F6.9e-1� (W) 503.03 RIM �-4 11 488.98 6" 1E IN (N) \ 8" lE OUT -4£9.96 (E) 488.818" 1E OUT 089.69- (E) I 46&80 13 NOT PART O� FG 503.40 FG 49&\80`\ \ `FG 487.70 \ `-PROJECT AREA \ \ \ \ SSMH 12 48" \AX PARCEL \ iiT457500026 STA. 13+22.14, 5.00' L X \ n \ \ \ RIM 511.86_\ AB 495.98 8" 1E IN -I (N) 495.86 8" lE OUT IREIG/`777v/d bt 134TH ST X X u - W � � - RENTON R.O.W. ,�\ xX�X��' z X� NKIND C TY �- X X . R.O.W. i o U � REMOVE EX. CLEANOUT AND REPLACE WITH NEW MH STA. 12+07.79, 9.03' L 504.39 RIM 2- 488.69 8" IE IN (N) 488.74 8" lE OUT h9il (S) � I I �I Lot Il o I is Q o - I± z IN I� I� I\ I VI 0 _ o c� "1 7F7TI I 4 AkL.�� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C! 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N X - - I X - - \ - - SSMH 4A 48" \ STA. 33+ 15.85, 4.25L,, T \ \ \ I (AB) RIM 459.511 \ 610" IE OUT (S) 8" IE /N 449.89 (NE) I � II ; \ FG 468.7 I 1 Fq 461.�5 '\ SSMH 4 48" I Jv 1 STA. 31+73.85, 4.25' L I � \ ` 455.76 RIM 57- .73 8" IE IN-*+5.59-(W) o 2 10" 1E IN-446.69-(N) 62 8" IE IN-446-§9- (E) I f i4 10" IE OUT0 06. Oe (S) Q CN I 1 I I I I 26+91.06 ` I 8" PVC SEWS © 1 007 FOR FU TORE EXTENSION SSMH 3 48" -'69- LF 8" PVC @ -4Ei- _----'-- --------r----T---- STA. 26+03.00, 4.25' R l \ \ 457.59 RIM ------I�---r--------- ' ---t -- �L 8" lE IN �F48-�� (W) I ------- 1 -µ---- �----�-- 1--- 8" lE OUT 0 Oil- (E) -=====ii--r ------- µ--- �---- - -MA�T A ./ I rTORMRIIAlAGE '-- U CL o FG 479.70 i FG 471.60 ---�____ITF________11-;--__ ITT--------N-i ------ ll---- t .r". ------ - IL4--- ----1-µ---------T--------- ' / ------ -'/-------t-u--------- ,n------ j ' I I CITY OF RENTON R. 0. W. 1' KING SSMH 5 48" X COUNT STA. 40+01.73, 12.65' R ' - RIM --1 45 ,.9 \ 10" lE IN 0-46-69 (N) 445.66 3. 10" lE OUT f0 06-09- (SE) 445.56 ' 3AB a57X \ 3 L F 10" PVC ©-46�� SSMH 6 48" STA. 40+27.97, 7 03' L (AB) RIM 458.28 445.37 10" IE IN (NW) \ 445.28 10" IE OUT-F45--1-rr (S) 8" l£ IN 445.28 (NE) 1 1 I 1 KING COUNTY R. 0. W. WORK 11 \ \ WORK SHOWN IN THIS AREA WITHIN 164TH \U AVE SE IS IN KING COUNTY RIGHT OF WAY. ' o 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. \ 1 1 ALL TREES SCHEDULED FOR REMOVAL IN KING COUNTY RIGHT OF WAY WITH AN OUTSIDE DIAMETER OF MORE THAN 11' 4-INCHES SHALL BE MARKED IN THE FIELD AND APPROVED BEFORE REMOVAL. ............. ...... 30' UTILITY EA E ENT REC. NO. 2021 406000762 - i , 3 KING _ COUNTY R.O.W. o CI Ty IdF + / RENTON.. ROW /. / SEWER STUBS LOT STAT/ON FG /E ® MAIN END /E LENGTH SLOPE 1 1+91 AB 504.10 498.38 49&36 099-49- 499.51 47 4Z4 2.177. 2.43X 2 0+00 AB 496.60 z 488.98 099--E9- 490.78 9:F- 93 1.93X 3 1 +28 AB 491.10 r 191 485.29 - 92.8 _"-fI 3.9170 4 0+53 AB 483.20 0�zlln!56 474.20 0�z8-99- 477.69 9:F- 92.2 z5m 96## 3.79X 5 1+92 AB 475.20 0 57 iz. 84 467.75 470.20 470.07 !9:P- 92.3 :P. 684 2.51% 6 1+52 AB 47710 064.81I-463.62 �9- 470.67 ­01 47.2 7U.95% 7 0+82 AB 469.10 456.79 064-19- 463.01 04 42.8 0 0. 644 14.53% 8 0+ 12 AB 461.25 043.86r 449.75 455.20 0.r 43.2 12.62% 9 1+03 AB 471.60 068--9-z 456.71 .66 464.27 40 34.8 09-664 15.97% 10 1 +73 AB 479.70 9rr 465.90 Vie- 473.32 40 34.6 F 21.45% 11 0+39 AB 48770 0 74. hr 472.75 080. A9- 481.65 :40 53.5 7P:5. 06 r 16.62% 12 1 +09 AB 495.80 h96-4ll5v 479.69 h'386- 489.45 40 32.6 �F 29.91% 13 1+81 AB 503.40 �z 487.01 109iz 06 496.02 49- 35.1 :P84_-'�* 25.67% TP #1457500026 -em� 0+86 1 512.67 497.06 506.45 1 47 47.9 19.61X NO TES: 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE 2. END lE 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. 0. W. SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 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 2.00% J. 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 D4 WA TER VAL VE q WATER BL 0 W OFF FIRE HYDRANT DECIDUOUS TREE CONIFEROUS TREE o PROPOSED STORM DRAINAGE PROPOSED SANITARY SEWER PROPOSED WA TER NOFZ p _ GRAPHIC SCALE 0 20' 40' 80' 1 INCH = 40 FT. FINAL AS-BUILTS COMMENTS 2.28.24 YLP 02.28.24 YLP SURVEYED: SCALE: DJC VERTICAL: NAVD 1988 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 C T Y 0 E YLP RENTON DRAWN: GLB ONE INCH DATUM CHECKED: AT FULL SCALE YLP IF NOT ONE INCH Planning/Building/Public Works Dept. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY YLP AS -BUILT "I CERTIFY THAT THE INFORMATON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE 212912024." AS -BOIL T NOTES: SEWER STUB LE.s ARE AT AN ASSUMED DEPTH OF 12 FEET. T C) 0) T M, u 00 Q J S-409101 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn 0 z J V W DATE: J MAPLE HIGHLANDS 09.05.19 SANITARY SEWER PLAN FIELDBOOK: PAGE: DRAWING 16210 SE 134TH STREET C28 RENTON, WASHINGTON 98059 SHEET: OF: 28 41 DRS PROJECT NO. 17020 r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS KING .O. W. I I R I I � , I I I o O\ o\ i i \ + - I I I I � \ I I I I I I o u I ' I 0 � � I I I o I I I / I I i li ICI I � I / i I (1/ ; KING COUN Y _ R.O.W. / VV w W 1+00 /-- + T_ 2 +p 8.81--- w w- uJ ' C! AS -BUILT "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD COND1 TIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 212912024." D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N 1 o I � I Q I • � II O 111 I � o I � IR I � I I I , i o I I I I I I � I I SSMH 10 48" STA. 63+04.13, 0.00' I I 443.24 RIM --0-O3. 65 429.68 10" IE IN-4z �-.19 (N) 429.49 10" IE OUT 030-9a (S) w w- p �- ` GV 20' SEWER EASEMENT REC. NO. 20150812000910 d'; 04 i �t I � / EX. SSMH 2, DRS EX. MH STA. 72+02.02, 0.00' i I 445.48 RIM 426.44 10" IE IN 2- (N) REMOVE EX. SEWER STUB j I 10" IE IN 426.45 (NE) 10" IE OUT 426.14 (S)NN / FINAL AS—BUILTS COMMENTS 2.28.24 REVISION YLP 102.28.241 YLP SURVEYED: DESIGNED: YLP DRAWN: GLB CHECKED: YLP APPROVED: YLP SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE DATUM IF NOT ONE INCH SCALE ACCORDINGLY KING COUNTY R.O. W. WORK WORK SHOWN IN THIS AREA WITHIN SE 135TH STREET AND 166TH 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. 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 PATCHING, OVERLAY, OVERLAY WIDTHS, 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 LEGEND: MAILBOX UTILITY POLE STREET LIGHT LIGHT POLE CATCH BASIN SEWER MANHOLE TELEPHONE RISER SIGN WATER METER WA TER VAL VE q WATER BL O W OFF FIRE HYDRANT C. DECIDUOUS TREE CONIFEROUS TREE o PROPOSED STORM DRAINAGE �O PROPOSED SANITARY SEWER PROPOSED WA TER NORTH GRAPHIC SCALE 0 20' 40' 80' 1 INCH = 40 FT. • C TY OF RENTON Planning/Building/Public Works Dept. S-409102 M, u M, L H • H 00 Q J IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn 0 z a J V W J MAPLE HIGHLANDS DATE: 09.05.19 OFFSITE SANITARY SEWER PLAN FIELDBOOK: PAGE: DRAWING NO: 16210 SE 134TH STREET I C29 RENTON, WASHINGTON 98059 SHEET: OF: 29 41 DRS PROJECT NO. 17020 LJ M W J n a DRS PROJECT NO. 17020 V ) z a 0 LU J I a r I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. I X , / 1 X / X / / / X / / / I X I I I 20 00 X I I I I I X \ I 1 7 H.P. ELEV = 508.27 z Q H.P. STA = 21+04.14 0 o o PW STA = 21+76.64 Q o 1I PW ELEV = 506.82 A.D. = 9. 0X L"o oo� K= 1 145.00' LLJ 11 0 515 OQ � EX/STING GRADEco Nod PROFILE ® 12 OF ROAD N "" 510 —2.00x - 8" PROPOSED 7-R TL 500 - _ - 500 M V lSH D GRADE PROFILE ® 12 OF ROAD 495 W 490 490 SSMH 1, 48 485 STA. 22+01.38, 4.25' R RIM 694-. 0 0- 503. 03 6" IE IN 0,99.6iz (N) 486.98 7 l00 8" lE OUTF99.59- (E) 486.81 - v 480 0, 0 ROA D A co r\ h Q�o is h N � 0 � 0 Ln o o ^ h o ° ° � O O00 CIO Vi 1* 20+00 C!, 20+40 20+80 21 +20 21 +60 1 FINAL AS—BUILTS COMMENTS 2.28.24 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N 0. REVISION 22+00 YLP 102.28.241 YLP 22+40 22+80 SURVEYED: SCALE: DJC ems` AS NOTED DESIGNED: YLP DRAWN: GLB ONE INCH CHECKED: YLP AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: YLP VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 23+20 23+60 C TY OF PRI RENTON vilkw 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 AS -BUILT "I CERTIFY THAT THE INFORMA77ON SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD COND1 T10NS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE212912024." 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 T C) 0) T M, LJ M, L H • H 00 T J IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn 0 z J V W DATE: MAPLE HIGHLANDS 09.05.19 ROAD A SEWER PLAN AND PROFILE FIELDBOOK: PAGE: DRAWING NO: 16210 SE 134TH STREET I C31 RENTON, WASHINGTON 98059 SHEET: 31 OF41 DRS PROJECT NO. 17020 LJ M W J n a DRS PROJECT NO. 17020 LJ M W J n a DRS PROJECT NO. 17020 T NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. SEE SHEET C35 O I I MAPLE HIGHLANDSx I I I KING r I I I I COUNTY N 41 "/ "� PARCEL NO. 132305-9023 PARCEL 16404 SE 135TH ST 86 I R. 0. W. 13408 1647H AVE SE 447.0E . 451.00 446.25 KING CITY OF 6" PVC SIDE COUNTY RENTON SEWER @ 2.09' I R.O.W. R.O.W. L------------- KING MIN. (TYP.) Couffmo R.O.W. __-- CITY OF _ 164?i�1A E SE :�fe LF 10" C-900 @ 0 -------- - I I RENTON R.O.W. + ------ I M 40+ 0 dO _ - _ I ` `4 +00 4. 30 U77LITY EASEMENT d0 - - - - - - - Y REC. lj 2 2104E 000762 o ----------- _=6/ �P- INSTALL SILT FENCE AND S77?AW OP. � . OA z + 0 SSMH 6 48" - - - - " " " " " " WATTLES AS NEEDED TO PRO 7FCT OF \ J - STA. 40+27.97, 7.03' L �P ,' / ADJACENT PROPERTY MAINTAIN RIM -+ter 458.28 / ACCESS TO EXIS77NG RESIDENCES. . --� [w - . ; � 10" lE IN �t4.5-�� (NW) 445.37 V ` M 10" IE OUT-5-Ts (S) 445.28 M M 60" SSMH 7 6" IE /N 445.28 (NE) 'y STA. 50+07.87, 9.75' R RIM 06F�-?r 465.96 P (ABlF 10" PVC @ Ong /./. i / i/s 10'0/E OUT ;�90 (� 443 11 / w SSMH 5 48" �' -� J ---- �P STA. 40+01.73, 12.65' R - .RIM - T`� 457.94 467.6E 456.8E - 10" IE IN-40!5.5t (N) 445.66 6" PVC SIDE SEWER @ Q - - T 10" IE OU T 445.56 2.0� lE 467 60 PARCEL NO. 14575E-0033 G - - PARCEL N0. 14575E-0035 PARCEL O. 14 AVE SE O 13415 1647N AVE SE 6" PVC SIDE SEWER @ - e= 2.09 IE 456.80 X I r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C! ---- ----------------- 470 EXIS77NG GRADE PROFILE ® OF ROAD 460 - -- 455 12" PROPOSED STORM 0 310 LF 10" C-900 @ 0.50% 445 440 SSMH 5, 48" STA. 40+01.73, 12.65' R RIM 45Z94 10" lE IN (N) 445.66 10" lE OUT (SE) 445.56 39+80 40+00 STA. 40+27.97, 7.03' L RIM 0-�,RnR6 458.28 10" lE IN 0r.:P4 (NW) 445.37 10" IE OUT 4-4z§=rr (S) 445.28 6" IE /N 445.28 (NE) JjB F 10" PVC @ En 444 AS -BUILT �(0 L L L 40+40 40+80 "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 212912024." 1 I I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 FN 0. 0 41 +20 UTILITY CONFLICT NOTE: 1 64 TH A VENUE SE OFFSI TE r'� r'i I b to 41+60 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. IIN 42+00 SSMH 7, 60" STA. 50+07.87, 9.75' R RIM 9-465.96 10" lE IN -4off-E3 (N) 443.22 10" lE OUT -4+_4 B (E)443.11 N N N N vi ^ t6 �c to 42+40 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 FINAL AS-BUILTS COMMENTS 2.28.24 YLP 02.28.24 YLP SURVEYED: DJC DESIGNED: YLP DRAWN: GLB CHECKED: YLP REVISION BY DATE APPR APPROVE: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 465 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. 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 R-409132 42+80 43+20 43+60 S-409107. IAI IAAI!`C \AIITLJ I"ITV 11C MCAITIIAI CTAAIflA Mf1C VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 QATUM T C) M, U CD Q J 0 z a J V W DATE: C TY 0� MAPLE HIGHLANDS E; 09.05.1'R) 9 RENTON PAGE: 164TH AVE SE OFFSITE SEWER PLAN AND PROFILE PAGE: OOK: V439• DRAWING NO: Planning/Building/Public Works Dept. 16210 SE 134TH STREET C34 RENTON, WASHINGTON 98059 SHEET: OF: 34 41 DRS PROJECT NO. 17020 T r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C! 470 465 460 455 NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS SEE SHEET C34 r INSTALL SILT FENCE AND STRAW PARCEL NO. 132305-9086 50 Loo 16404 SE 135TH ST WATTLES AS NEEDED TO PROTECT ko ADJACENT PROPERTY MAINTAIN _ ACCESS TO EX S77NG RESIDENCES. M v � PARCEL NO. 132305-9096U CITY 0 16�14 SE 1357H ST PARCEL NO. 132305-9066 RENTON -- 16424 SE 1357H ST . -COUNT`---------- R.O.W. --- _LQ ------------- R.O.W.-------------- — 44ZOO - -- - - - ------- 309 44Z00 - - - - -- - L ---------- ---- - ------319Pr LF 10" ---0.85%--------------- ------------------------------ � ---� r--- _.SSMH 7 60 C-900 ©�,� STA. 50+07.87, 9.75' R'--------- ____ © [ w --------- _ `r, l RlM = , 2 465.96 ,"-------- L0_ "lE IN ^-4�(N)22 in - - ----------- - - SE 135TH STiQ - -------- _ _ _ _ W 111111111111111wT 4.11 lE OUT ^^-r-,�� (E)443.�'i , , _ - SSMH 8 48 - - - _ _ _ II w I I - -� - � OP 6" PVC SIDE STA. 53+15.48, 6.54' R v, — i SEWER @ 2.09 - RIM ^ 0. z94 454.7 -n�X- �e - MIN. (TYP.) 10" lE IN ^-6(W) 440. X5 �— — _ _ — i 446.00 10" lE OUT 44.�(E)- ` PARCEL NO. 722970-0005 _ 16411 SE 1357H ST 443.00 � I I PARCEL NO. 722970-0015 16423 SE 135774 ST / SSMH 7, 60" STA. 50+07.87, 9.75' R I RIM-066-7-I-Q 465.96 10" lE IN-,-;4�9 (N) 443.22 10" IE OUTS (E) 443.11 PROFILE 0 12 OF ROAD SE 135 TH STREET CQ KING COUNTY R. 0. W. WORK WORK SHOWN IN THIS AREA WITHIN SE 135TH STREET 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. 470 465 460 445 309 a85x 36eLF 10" C-900 _ 440 SSMH 8, 48" STA. 53+ 15.48, 6.54' R RIM ,� 454.77 10" IE IN (W) 44a50 10" 1E OUT 6 (E) 440. 3 49+60 50+00 50+40 50+80 51+20 51+60 AS -BUILT "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 212912024." 1 I I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 FN 0. 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. FINAL AS—BUILTS COMMENTS 2.28.24 REVISION YLP 02.28.24 YLP SURVEYED: DESIGNED: YLP DRAWN: GLB CHECKED: �APPROVED:: BY DATE APPR 52+00 52+40 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: 52+80 O UTILITY CROSSING SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS 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 Planning/Building/Public Works Dept. 53+20 rn W NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL M, U 00 T J R-409133 S-409108 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS SE 135TH STREET SEWER PLAN AND PROFILE Cn 0 z J V W DATE: 09.05.19 � FIELDBOOK: PAGE: nRAWINI: Nn. 16210 SE 134TH STREET C35 RENTON, WASHINGTON 98059 SHEET: OF: 35 41 DRS PROJECT NO. 17020 T r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) In V W v ) C! NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS a 0 PARCEL NO. 132305-9057 0.00 16436 SE 135714 ST _ PARCEL NO. 132305-9075 446.00 16444 SE 1357H ST OP PARCEL NO. 132305-9061 INSTALL SILT FENCE AND STRAW 16464 SE 1357H ST 02 U WATTLES AS NEEDED TO PROTECT 440.00 ADJACENT PROPERTY. MAINTAIN SEWER ©2.09 PVC SIDE ACCESS TO EXlS77NG RESIDENCES S MIN. (TYP.) lV -x x, x IL (� / 5 +00 - _ -------A, SSMH 9 48» . . . ------------ - ---- ------ __ ------- _ _ _ STA. 56+39.21, 2.18' R / O �V _ 55 0 440.14 RIM --- " �- A - 62 _ - 431.85-10" IE IN-�- (W) - v 324 LF 10" PV © - �,�10" IE OUT-43F.36 (S) _------- ----- o ----SE 135TH STR ET ------------------------------ A __ - - - - ---- - 56+ 0.07 -----------------------o --- - -----1 , o OP OP - L . . . . . . ® �� PARCEL NO. 722970- 0020 440.00 16435 SE 1357H ST 444.00 X PARCEL NO. 722970-0025 16445 SE 135774 ST SEE SHEET C37 I 455 455 EXISTING GRADE --------------- PROF/LE ® OF ROAD 450 N Ln Q 445-�-�--�-----_-- 445 LJ4 - Z--------------- � ___ 440 AB J24LF90,pVC�2.62X Q 435 435 0 430 4M SSMH 9, 48" STA. 56+39.21, 2.18' R RIM-4-0,9-3.+ 440.14 10" IE IN (W) 431.85 SE 135 TH STREET 10" IE OUT (S) 431.93 ap N o N o � ^ a, a, o r Ln N d �O O of°� 00 co O Ln CSLn Ln O�1 53+20 53+60 54+00 54+40 54+80 55+20 55+60 56+00 56+40 56+80 AS -BUILT "I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 212912024." rAr- Di LK -in 4j 1 I I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N O . 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. FINAL AS—BUILTS COMMENTS 2.28.24 REVISION YLP 02.28.24 YLP SURVEYED: DESIGNED: YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVE 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 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 Planning/Building/Public Works Dept. T C) 0) T M, LJ KING COUNTY R.O. W. WORK WORK SHOWN IN THIS AREA WITHIN SE 1357­H STREET 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. 00 Q J NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL R-409134 S-409109 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS SE 135TH STREET SEWER PLAN AND PROFILE Cn 0 Z J V LU DATE: 09.05.19 FIELDBOOK: PAGE: L nRAWINI: Nn. 16210 SE 134TH STREET C36 RENTON, WASHINGTON 98059 SHEET: OF: 36 41 DRS PROJECT NO. 17020 T KING COUNTY R. 0. W. WORK WORK SHOWN IN THIS AREA WITHIN 166TH 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. r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C! "M 435 430 425 420 NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS PARCEL NO. 722970-0095 13510 166774 AVE SE PARCEL NO. 722970-0090 CD PARCEL N0. 722970-0100 432. 90 16616 SE 136TH ST � 32. 80 4,6_ 00 _ C) do 0 6" PVC SIDE / r SEWER ®2.OX M/N. (TIP.) X / �'. EXIS77NG STORM DRAINAGE PIPE U ------------------------- -------------------- ----- 63+0 ---- © - >g ��j%r 63+ 6.23 ------------------------- ---------- --------------------------------------------- 61+0 62+00 0 60+0 _ 70 00 1,, — — �494 40,2LF 10" PVC � Q' ----------------------------------------------------------- ----- - - LV ---- ------------------------------------- ��+T_ f66- H � SE ----- -30 7 X / j SSMH 9 48 SSMH 10 48 - - - - / `�1 ,wJ ETA. 56+39.21, 2.18' R INSTALL SILT FENCE AND STRAW STA. 63+04. 13, 0.00' v RIM -+4>�3 440.14 WATTLES AS NEEDED TO PROTECT RIM 443� 443.24 252 — — 1.21X [�w 10" lE IN ^-� 0 (W) 431.85 ® ADJACENT PROPERTY. MAINTAIN 10" IE 1N-44 8- (N) 429.68 ��L� 10" C-90_0 ® I 10" lE OUT T (S) 431.93 ACCESS TO EXISTING RESIDENCES 10" lE OUT ^-e9 (S)429.49 I /. --- ' 432.50 PARCEL NO. 722970-0030 - _ I 0 C) a / r 13505 1667H AVE SE I % ) T I M — W SEE SHEET C36 r Q SSMH 9, 48" STA. 56+39.21, 2.18' R RIM 046-39- 44a 14 10" IE IN— R. Oe (W) 431.85 10" IE OUTS (E) 431.93 X/S77NG GR D PROFILE ®� OF ROAD 304 1 0.74X z3�9:9-LF 10" PVC @-�9, 4,94 166 TH A VENUE SE SSMH 10, 48" STA. 63+04.13, 0.00' RIM -0-�3: 65 443.24 —10" IE IN 44. -9 (N) 429.68 10 " IE OU T-4-3. (S) 429.49 252 1.21X "0" C-,9nn o> �I N tp O o, tp O) eh tp 59+60 60+00 60+40 60+80 61+20 61+60 AS -BUILT "l CER71FY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXIS71NG FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 212912024." 1 I I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N O . 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. FINAL AS—BUILTS COMMENTS 2.28.24 REVISION YLP 02.28.24 YLP SURVEYED: DESIGNED: YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVE 62+00 62+40 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: 62+80 O UTILITY CROSSING SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 63+20 • C TY OF RENTON U'R Planning/Building/Public Works Dept. CKL7 C 425 420 63+60 NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL W, F0 R-409135 S-409110 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn 0 Z J V W DATE: MAPLE HIGHLANDS 09.05.19 166TH AVENUE SE SEWER PLAN AND PROFILE FIELDBOOK: PAGE: DRAWING 16210 SE 134TH STREET C37 RENTON, WASHINGTON 98059 SHEET: OF: 37 41 DRS PROJECT NO. 17020 LJ M W J n a DRS PROJECT NO. 17020 00 O I N nnI n C/) Z J V J n 5< G r�� r ----------- --EX. SEWER MAIN I Ii _.._.._.._.._.._.._.._ PROPERTY LINE i i m AS NEEDED) ii -MN.0 EWER STUBFUTURE 4" SIDE SEWER FSEWESR '///2"x 4" STUD MARKING POST PAINTED 6" CAPJ WHITE WITH THE WORD "SEWER" STENCILED TEE X 6" TEE i i I N 3" HIGH BLACK LETTERS AND #6 WIRE SIDEWALK z WRAPPED AROUND THE STUD AND i 1 I EXTENDED TO THE TOP OF THE STUD. COUPLING (TYP.) L_J_L_____-___J : Q k �.J 1 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER 0 (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_J L_-_J } BEND AS �� g" REQUIRED &EXISTING SANITARY WER MAIN --2.0% MIN. SLOPEFUTURE 4" SIDE SEWER -6' 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 /oh �NOJS CONCRETE ' 1- / pNGaG�\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 STD. PLAN -406.1 .•�• PUBLIC WORKS APPR VED: DEPARTMENT INSTALLATION GAZ 9/11/2019 1 (SEWER MAIN TO PROPERTY LINE) DATE BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) FOUNDATION LEVEL Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) W (SEE NOTE 7) LIMITS OF PIPE ZONE 1'! Ott O.D. OF PIPE 6" BEDDING 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 PPR D: DEPARTMENT FOR SANITARY SEWERS GAZ 9/11/2019 1 P.mmworks Adm .,m r DATE 9 :12 :12 PN NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. IMPLE HIGHLANDS BOLTHOLES - 3 PLCS sNaon raoa� EQUALLY SPACED 120° rvvaaor isv3 APART ON 23 1/16" (586mm) DIA B.C. (SEE DETAIL) RENTON)) rr o� COVER & FRAME PLAN VIEW 25" DIA. 1635mrn] 1" 3/4"25mm] [19mm] 8 3/4" 2 1/2- E222mm] E64mm] TYP COVER SECTION VIEW 26 112' DIA E673mm] 25 1/4' DIA [641mm] 1 1/16" 1/4- (6mm) DIA [27mm] NEOPRENE GASKET 6° C151 mm] 5/8' 23 3/8" DIA CL OPEN_ E16mm] [594mm] 27 5/16° DIA E694mm] 34 1/8" DIA COVER BOTTOM VIEW (3) BLT SOD. (ALLEN HEAD) 5/8"-11 X 1.5 SS RUBBER WASHER BOLTING DETAIL 1/4° 1 1/16, C6mm] , [27mm] E3mm] vB° CR2mr7 GASKET GROOVE DETAIL E867mm] 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"). Adw�STD. PLAN - 401 V*R • PUBLICWORKS PPR D: DEPARTMENT MANHOLE FRAME AND COVER GAZ 9/11/2019 1 2 -.1 W.I. Aemnimx« DATE 7' 1 B, NOT TO SCALE 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 V14R) PUBLIC WORKS PRO DEPARTMENT STANDARD SANITARY MANHOLE GAZ 9/11/2019 -1h, DATE D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 F-NO. FINAL AS-BUILTS COMMENTS 2.28.24 REVISION W :12 P 2:12 P SANITARY SEWER NOTES AND SPECIFICATIONS.- 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. O 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 DISTURBANCE. r 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 CONSTRUCT/ON. 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 m 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 O THE 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 0 B Y THE Cl TY OF REN TON. O6 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 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" o � o � o e SEWER a (2) BOLT SOC. (ALLEN HEAD) - 'REF. /8" - 11 X 1.5 STAINLESS o�o�o TEEL PART #00981177 - 1 -3/16" 8" CLI 10-1/2" ASPHA 5/C .. 1 /4" 12-1/2 1 -T1-1/8„ 2-1/4" CAST IRON RING AND COVER Not to Scale FRAME i,-n„ ninkA== n„ 45- (1/8) BEND DR 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. V'RI PUBLIC WORKS DEPARTMENT 2.28.24 YLP SURVEYED: DESIGNED: YLP DRAWN: GLB CHECKED: YLP DATE APPR APPROVE 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 DATUM STD. PLAN - 403.1 'P ED: GAZ 9/11/2019 1 aic Works Atlminisham, DATE :12 %R) C TY OF RENTON Planning/Building/Public Works Dept. AS -BUILT NO AS -BUILT INFORMATION ON THIS SHEET. "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE.• 212912024." S-409112 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 Z J V W DATE: MAPLE HIGHLANDS 09.05.19 SANITARY SEWER DETAILS PAGE: OOK: PAGE: DRAWING 16210 SE 134TH STREET C39 RENTON, SHEET: OF: WASHINGTON 98059 39 41 DRS PROJECT NO. 17020 V J z J 2 G Uj n Ca G a z DOUBLE YELLOW CENTER LINES f • • a f • f r • r ® r • • r • • • • 14- 3' �7*4"* YELLOW TYPE 1 30wmT LINE MARKERS 4" YELLOW TYPE 2d LINE MARKERS (REEL.) SINGLE SKIP YELLOW CENTER LINES Y--•9'• �- 15' -i 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'�- • • • e�F tz' 4" YELLOW TYPE 2d LINE MARKERS (REFL.) 4" YELLOW TYPE 1 LINE MARKERS APPROACH LINES 13'�i $III �iIIIII6:,TB. 4" WHITE TYPE 1 za LINE MARKERS 4" WHITE TYPE 2e LINE MARKERS (REEL.) SKIP APPROACH LINES fi r 4" WHITE TYPE 1 4" WHITE TYPE \2e LINE MARKERS LINE MARKERS (REEL.) LANE LINES t 4" -f9'•-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. 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) CHANNELIZATION MARKERS DETAIL, per_ 109 o PUBLIC WORKS A DEPARTMENT Grecig Zimmerman DATE CURB LANE + 6"MIN.(TYP.) LANE CONCRETE LINE GUTTER -TIRE TRACKS LANE -- 1 - CURB LANE CENTER CENTER IN IN LANE LANE I 24" (TYP.) TIRE `-TIRE RACKS TRACKS LANE LINE 10' 8''(TYP.)-STRIPE {+- 8"(TYP.)-OPEN �- 8"(TYP.)-STRIPE -TIRE 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. 1'ty O n1� PUBLIC WORKS �Nso� DEPARTMENT r\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) THERMOPLASTIC/PAINTED CROSSWALK CI, NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. I� \ I NPAT JhO x x CROSSWALK PAVEMENT MARKINGS PER LOCAL AGENCY OP77ONAL PATTERN PER STANDARD PLAN H009.1 (TYR) , f I I I XI I NPAT \ i RAMP NPAT I I I I W NAI I I � � I I NORTH GRAPHIC SCALE 0 20 40 80 `1 1 INCH = 40 FT. 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 N MAPL� HIGHLANDS TYPE 111 BARRICADE PER WSDG STANDARD PLAN K-80.20-00 PEDESTRIAN BARRICADE _ �I ' - \ I NPAT ` R9 � , 1 1 � 1 1 I \__� \ \ 1 I I1 NPA T 7 \ \ 4 NPAT 1 I I I INSTALL ON \ 1 I I KEYSTONE WALL) \ c9( S \ \ < 14 / \ \ . I a NPAT \ \ t I \ �\ \\\ \ \ �;. T "lN PER MUTCD \\ NPAT 21 \ a I W/ 12 x18 R8-3 (MODIFIED) NO 1 PARKING WITH/N 30 FEET SIGN \ \ 1 ADD STREET NAME SIGNS - - - - _ _ \ \ ABOVE STOP SIGN AND \ \ \I \\ \ \\ \\ \ NPAT 1 I 11 INSTALL SIGNS PER STANDARD - - _ _ NPAT 2 , PLANS 129 AND 134; SEE SHEET NPATCP I �\ --- ------ ___ I. C13 FOR DETAILS \ y - 1 \ - ,- - +�- - r 'g-------- ---- - �- i7- I �\ \ 1 NPAT 16 8. fff INSTALL ON \ -- - °J- - �_�-- -- - - -- ---- _------- -=� I KEYSTONE WALL) ' ,N©, n1000207F� & q \ 1 ROAD ALU °�- --- _ - - ----=- 1 Q i -� - j-' -r +' - i STOP SIGN 2 PER MUTCD R1-1 W/ 127x18" R8-3 (MODIFIED) NO \ PARKING Wl7N/N 30 FEET SIGN \ " \ \ 1 1 \ \ \ 1 1 1 1 \ \ \ 16 WIDE STOP BAR PER , ADD S7REET NAME SIGNS STANDARD PLAN H008; USE \\ I ABOVE STOP SIGN AND I NPAT 15 7HERMAL PLAS77C N7H 3M \ 1 \ 1 \ \ \ \ \ INSTALL SIGNS PER STANDARD INSTALL ON WET/DRY ELEMENTS (TYP.) l `I PLANS 129 AND 134; SEE SHEET I ; KEYSTONE WALL) C13 FOR DETAILS I \ I NPAT \ I 1 I \ y� TRACT A I I 13 7O\\ J7 STORM DRAINAGE x 7-- -----Ix - NPAT \\ \ \\ \\ \ \\ NPAT 3 xl, IX X \ \ 0 / O I I \ NPAT 4 12 CPP x X 11 455.28 - I ' y 4" CPP x \ If / I 1 0 WA ER 1 \............ BL W-OFF ® INSTALL FIXED 6PERMANENT 506 \ TYPE 111 BARRICADE PER WSDOT \ STANDARD PLAN K-80.20-00 0 _ 12" _ _ 12" _ SIGN INSTALLA TION SIGN NORTHING EAS77NG 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' NPAT #7 178776.7224' 1321186.2554' NPAT #8 178785.6987' 1321161.1644' NPAT #9 178887.9460' 1321159.7595' NPAT #10 178997.8226' 1321158.2288' NPAT #11 179062.9744' 1321783.7898' NPAT #12 178963.4704' 1321785.5944' NPA T #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 1 178912.8646 1 1321770.6614 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. AS -BUILT WITHIN 30 FEET NO AS -BOIL T INFORMATION ON 7N/S SHEET. "I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE212912024. 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. FINAL AS-BUILTS COMMENTS 2.28.24 YLP 02.28.24 YLP SURVEYED: SCALE: a/C DESIGNED: YLP AS NOTED DRAWN: GLB ONE INCH CHECKED: AT FULL SCALE YLP IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY YLP VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C TY OF RENTON Planning/Building/Public Works Dept. 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 O T M, LJ CD Q J T- 409101 � IN COMPLIANCE WITH CITY OF RENTON STANDARDS �., MAPLE HIGHLANDS CHANNELIZATION AND SIGNAGE PLAN 0 z J 2 G 2 W DATE: J 09.05.19 FIELDBOOK: PAGE: f1RAWIN(: Nn. 16210 SE 134TH STREET C40 RENTON, WASHINGTON 98059 SHEET: OF: 40 41 DRS PROJECT NO. 17020 r\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 9 NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS 8.5' PRIVATE STORM DRAINAGE EASEMENT 8. 5' PRIVATE STORM DRAINAGE _ = - - - _ _ EASEMENT 5' PRIVATE STORM ' DRAINAGE 5' PRIVATE STORM EASEMENT DRAINAGE EASEMENT \ 4 51111111 '' 6 7 II -- ' - \ - l MIN. 5' CLEAR BETWEEN m ' 10 JOINT lJTIL/ TYI NEAREST OUTSIDE EDGE EASEMENT'1 ', OF PIPES (WA TO SS) _77- 177 -----�-1-- VII s; I I ■ I � t w �- I I I ,I UTILITY CONFLICT NOTE: ROAD A 4 7. e ° I1 - \ ` MIN. 5' CLEAR BETWEEN I NEAREST OUTSIDE EDGE OF PIPES (SD TO SS) `\ I \ I 5' PRIVATE STORM � DRAINAGE EASEMENT \ r v_xII IX X (� 01 TR RE . N i `/ \ \ ` `\ - 7' PRI VA TE STORM DRAINAGE ( I - - j •% �� •� EASEMENT \ \ 1 1 -----J , \ X X x --. 0 \I -X- - _� X 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 UNOERGROUNOED 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. AS -BUILT NO AS-BUIL T INFORMATION ON THIS SHEET. I/ CER77FY THAT 774E INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7E• 212912024. " 1 i I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 N 0. ..WMEI C • --- -----1--------� ---------Ir---------R------------------- ----------IE---------n-------- II ---------- --------- I� n--------- a n---------- n---------- -------- -� u N ACT A------____ ----------�TORM--I�R-AINA-Gf--------- ----------Ir---------I ----------IF-------- n n N I�-------- - n--------- UTILITY CROSSING TABLE CROSSING NO. F.G. UTILITY I.E. BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) 1* 508.85 12" SD 505.45 505.40 8 1" WA 504.18 504.90 0.50 2* 504.05 12" SD 500.73 500.68 8 1" 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 1" 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 1" WA 450.15 450.87 0.50 8 455.71 10" SS 446.88 447.76 8 1" 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 1" WA 453.06 453.01 6.50 11 456.53 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" SD 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 435.24 436.19 3.07 16 437,55 EX. 24" SD 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 1 440.43 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 FINAL AS-BUILTS COMMENTS 2.28.24 YLP 02.28.24 YLP SURVEYED: SCALE: DJC DESIGNED: AS NOTED YLP DRAWN: GLB ONE INCH CHECKED: AT FULL SCALE YLP IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY YLP VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM fY I I �I 1�,14 1 � o i. . \ 1 I I \1 - � lip I \ \ I i 9 ...... 30' UAL/TY- ►- EASEMENT REC. NO. 20 10406000762 /t 50 0 - • C TY OF RENTON Planning/Building/Public Works Dept. NORTH R-409137 GRAPHIC SCALE 40 80 S-409113 1 INCH = 40 FT. W 409101 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS COMPOSITE UTILITY PLAN co C) O O 0 z Q J V W DATE: 09.05.19 � FIELDBOOK: PAGE: 2 nRAWINI: Nl• 16210 SE 134TH STREET C41 RENTON, WASHINGTON 98059 SHEET: OF: 41 41 DRS PROJECT NO. 17020 STREET i STREET LI r , STREET TREE, TYPICAL. ALL OTHER TREES ARE 'YARD' TREES AND SHALL i BE PLACED ON THE BUILDING LOTS I�11 AND INSTALLED AT THE TIME OF HOME "V CONSTRUCTION O STREET LI STREET LIGH !............ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,Wr,ND,OR,WA) SW 1/4 SECTION 9, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS RETAINED. SEE CIVIL SET SURVEYED: SCALE: AS NOTED DESIGNED: JMV REVISED AS -BUILT JMV 2.29.24 JMV DRAWN: JMV ONE INCH AS -BUILT ISSUE JMV 10.23.23 JMV CHECKED: JMV AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: JMV TYPICAL ONSITE TREE TO BE RETAINED. SEE CIVIL SET VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. s" AS -BUILT � Q STATE OF WASHINGTO E S E E LAN C C ECT JEFF 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 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS MAPLE HIGHLANDS AS —BUILT LANDSCAPE PLAN RENTON, WASHINGTON 98056 R-409138 N \u • LJ DATE: DATE: (%� 0 DATE: z Q DATE: C� DATE: 2.16.20 w FIELDBOOK: PAGE: DRAWING NO: Q SHEET: L-1 OF: 6 U) 0 z Q Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,Wr,ND,OR,WA) i LANDSCAPING ON THE BUILDING LOTS SHALL BE INSTALLED AT THE TIME OF HOME CONSTRUCTION, N0. S W 114 SECTION 9, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS REVISED AS —BUILT AS —BUILT ISSUE REVISION .ET LIGHT TREET LIGHT FREET LIGHT TREE PLANT SCHEDULE BOTANICAL NAME TREES Ulmus americana 'Princeton'* Acer griseum* Malus sp. 'Starlight'* Acer truncatum x A. plat. 'Keithsform'* Acer circinatum* Acer ginnala 'Flame'* Acer palmatum 'Bloodgood'* Prunus x yeodensis 'Yoshino'* Tilia cordata 'PNI 6025'* Thuja plicata 'Excelsa'* Pseudotsuga menzeisii* COMMON NAME QTY SIZE AS —BUILT REMARKS Princeton Elm 5 1-1/2" cal Full and Matching, min. 8'-10' ht Paperbark Maple 5 1-1/2" cal Full and Matching, min. 8'-10' ht Flowering Crabapple 5 1-1/2" cal Full and Matching, min. 8'-10' ht Norwegian Sunset Maple 16 1-1/2" cal Full and Matching, min. 8'-10' ht Vine Maple 12 1-1/2" cal Full and Matching, min. 8'-10' ht Amur Maple 4 1-1/2" cal Full and Matching, min. 8'-10' ht Japanese Maple 3 1-1/2" cal Full and Matching, min. 8'-10' ht Flowering Cherry 4 1-1/2" cal Full and Matching, min. 8'-10' ht 'Greenspire' Linden 6 1-1/211 cal Full and Matching, min. 8'-10' ht Western Red Cedar 11 6'-7' ht Full and Matching 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 COMMON NAME QTY SIZE REMARKS SHRUBS and GROUND COVER Viburnum davidii* David Viburnum 18 2 gallon Full and Matching 0 Nandina domestics* Nandina 12 2 gallon Full and Matching ® Azalea sp. 'Hino Crimson'* Evergreen Azalea 32 2 gallon Full and Matching Miscanthus sinensis* Maiden Grass 75 2 gallon Full and Matching © Pennisetum alop. 'Hameln'* Ft Grass 27 2 gallon Full and Matching ® Euonymus fortunei 'Emerald n Gold'* Euonymus 30 2 gallon Full and Matching © Lavandula sp.* Lavender 34 2 gallon Full and Matching Rhododendron 'Purple Splendour'* Rhodie 53 2 gallon Full and Matching 9RH MY Myrica californica 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. WWWWWWWW Lawn 2"-3" Wood chip mulch. Mechanically remove non-native weedy plant species LANDSCAPING WITHIN PUBLIC RIGHT OF WAY TO BE INSTALLED PRIOR TO PLAT RECORDING r STREET LIGHT SURVEYED: DESIGNED: JMV JMV 2.29.24 JMV DRAWN: JMV JMV 10.23.231 JMV CHECKED: JMV BY DATE APPR APPROVED: JMV 0 20 NORTH 1 If = 20'-0" 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" CITY OF t"6R REN TON Planning/Building/Public Works Dept. Q 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: DATE: PDX BY: DATE: U� 0 BY: DATE: z Q BY: DATE: MAPLE HIGHLANDS DATE:2.16.20 = AS -BUILT FIELDBOOK: LLJ PAGE: LANDSCAPE PLAN DRAWING NO: _J Q RENTON, WASHINGTON 98056 SHEET: L_2OF: 6 n� POP 2 a z UJI SW 1/4 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%2" 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, Ld AND WIRE, TYPICAL w PLANT TREE 1"-2" HIGHER a THAN IN NURSERY 2" SETTLED DEPTH WITH SPECIFIED MULCH N �aQ WATERING BASIN FERTILIZER TABLETS (4-21 GRAM-20-10-5) ROOT DEFLECTOR FOR TREES i. ROOT DEFLECTOR FOR TREES �` ADJACENT TO SIDEWALKS AND ���! ;`'~::" CURBSIDE ��/': ''`'' ADJRACNT TO SIDEWALKS AND �i< CU B IDE �� SCARIFY PLANTING PIT ' SPECIFIED PLANTING SOIL `= :*`.' �_.,,,.,.�.;;:::. ;'_;;" ��� SIDES AND BOTTOM UNDISTURBED GROUND !/j//j `.:;. ",!•`� ��/j�/j ;:;::>...:•;:./i �1"":'''° \ �. 6" DEEP, FIRM, NATIVE SOIL MOUND 12" MIN. FOR WOOD STAKES & 18" FOR R EBAR 3x ROOTBALL WIDTH f—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 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 12" MIN. BOTH SIDES FINISH GRADE T.. I"f/l/lTf1A1 � 11111'lTl � HOLD PLANTS F"^" 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 'PREPARED PLANTING NOTE: BED'' 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. a LESS THAN 1 CAL 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 N0. REVISED AS —BUILT AS —BUILT ISSUE REVISION PLANT 1 " HIGI IN NURSERY FINISH GRADE SURVEYED: DESIGNED: JMV JMV 2.29.24 JMV DRAWN: JMV JMV 10.23.231 JMV CHECKED: JMV BY DATE APPR APPROVED: JMV FINISH GRADE AT — 4:1 SLOPE MAXIMUM 2% SLOPE MINIMUM CURB PER CIVIL - DRAWINGS (WALK SIMILAR) 1" MAX. LAWN CONDITION PLANTER SECTION DETAIL NOT TO SCALE TOPSOIL 2" MULCH FINISH GR LAW N — AS -BUILT MULCH LAYER TOPSOIL AS SPECIFIED FINISH GRADE AT 3:1 SLOPE MAXIMUM 10:1 SLOPE MINIMUM PREPARED SUBGRADE 1" MAX. CLEAR SIDEWALK MULCH CONDITION (C U R B S I M I LAR ) SHOVEL -CUT TRANSITION U PLANTING BED ADJACENT TO LAWN DETAIL NOT TO SCALE 3RUNE DISEASED AND 3ROKEN BRANCHES REMOVE TOP 1/3 OF BURLAP 2" 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 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM "L RCITY OF RENTON Planning/Building/Public Works Dept. a STATE OF WASHINGTO E S E E LAN C C ECT JE M. VA LEY CERTIFICATE No. 774 R-409140 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: Pox 60 1H H Lei, BY: DATE: U� 0 BY: DATE: z Q BY: DATE: __j C� DATE: MAPLE HIGHLANDS 2.16.20 = AS -BUILT FIELDBOOK: PAGE: LANDSCAPE NOTES and DETAILS DRAWING NO: Q RENTON, WASHINGTON 98056 SHEET:L_OF „:6 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 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,Wr,ND,OR,WA) SW 1/4 SECTION 9, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS RETAINED. SEE CIVIL SET SURVEYED: DESIGNED: JMV REVISED AS -BUILT JMV 2.29.24 JMV DRAWN: JMV AS -BUILT ISSUE JMV 10.23.23 JMV CHECKED: JMV N0. REVISION 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 CITY OF RENTON Planning/Building/Public Works Dept. 1 1 1 1 �1 �1 ° J W �JW H r / v / W W 1U) I 7W Iv IQ 75 1 I 1 I 1 I 1 I 1 1 1 1 1 AS -BUILT PROPOSED LANDSCAPING ON BUILDING LOTS SHALL BE IRRIGATED BY HOMEOWNERS, TYPICAL Q STATE OF WASHINGTO E S E E LAN C C ECT JEFF M. VA LEY CERTIFICATE No. 774 NORTH 0 20 40 80 1" = 20'-0" SHEET SIZE 22" x 34'' APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS MAPLE HIGHLANDS AS -BUILT IRRIGATION PLAN RENTON, WASHINGTON 98056 R-409141 N \u • LJ N' H H H ape, DATE: DATE: (%� 0 DATE: Z Q DATE: C� DATE: 2.16.20 w FIELDBOOK: PAGE: DRAWING NO: Q SHEET: L-4 OF: 6 o o 0— � ■ ■ 'r-------------- I I ■� I I I z Q ■I _ ■� I I I � �j ■I v � 7 ' � I = i 9,302 S. F I ■I I I 91000 S. F. I W I ■I n I Q ' ■ L--—————— — — — — —- I------ --- ■ ' T T =_�_ i W o W — H ---- -- _- - -- _ c % H - -a ---- - - H A�6 a. W W i W a: J a o I �I*aI �I�I4 Sri Q l I MOUNT RAIN SENSOR ON WEATHER EXPOSED PORTION OF IRRIGATION CONTROLLER ENCLOSURE. SEE ' I DETAIL THIS SET. C MOUNT CONTROLLER INSIDE OF STEEL I IRRIGATION CONTROLLER ENCLOSURE. ■ I I INPUT: 1 17VAC +/-10%, 60 Hz. OUTPUT: ' I I 26.5 VAC, 1.5 A. LOCATION. SEE PEDESTAL DETAIL THIS SET I I I L104 E IRRIGATION EQUIPMENT IN LAND CAPE BEDS, TYPICAL. SHOWN ■ kER FORICLARITY I I ■ ,0 I I I 9 I I � 742 S. F. i ► i 100,35 S. F ■ I I I I I I I I I I I I I I I I I I I I I I I --------j---—-----1 I I \ I �864 } �,...—...—...—...—...—... 6 2) E 1 868 0 �65 ' P P P ■ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 90 11 12' 0�] II II II n �� II II II 02 300 II 02 360 II II II II �� II u I I II II n I I II II II II II II II II 180 I I 02 ®360 I I II II II II II II A C T I� I I RM DRA I NA qfi> 360 1115,19 8 S. II II II II II II II II II II II II 180 ii 02 60 II II II II II II p] I I I I II II " II II II 02 360 II 02 k6O I I II II II II II II I I 1863 D N0. SW 1/4 SECTION 9, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS U �IRRIGATION SCHEDULE1 DESCRIPTION 02 18 I I I I I I I 11 a 0 ' Ec 02 D I I II If I I I 1 Ir I Io I d. II II Ila I II I REVISED AS -BUILT AS -BUILT ISSUE REVISION PROPOSED LANDSCAPING ON BUILDING LOTS SHALL BE IRRIGATED BY HOMEOWNERS, TYPICAL L SURVEYED: DESIGNED: JMV JMV 2.29.24 JMV DRAWN: JMV JMV 10.23.23 JMV CHECKED: JMV BY DAT E AP P R APPROVED: JMV AS -BUILT 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-6Q and 6H H, Q SERIES 40 0.98, 0.51 6' Fo TOo To Ho To °o HUNTER-1000 8-15 F, TH, TT, H, Q SERIES 40 0.65, 0.48, 0.37, 0.32, 0.16 8' o 0 0 0 0 0 HUNTER-1000 8-15 F, TH, TT, H, Q SERIES 40 0.65, 0.48, 0.37, 0.32, 0,16 10' • c o 0 0 o HUNTER-1000 8-15 F, TH, TT, H, Q SERIES 40 0.65, 0.48, 0.37, 0.32, 0,16 12' D ® ® D HUNTER-2000 13-21 F, TO, TT, H, Q SERIES 40 1.29, 0.95, 0.74, 0.63, 0.33 15' o HUNTER ES515, SS530 SERIES 40 1.41, 0.65 5'x3O' 5' x 15' °'®270 01�>180 01�9>0 HUNTER-2000 13-21 F, TQ, TT, H, Q SERIES 40 1.16, 0.87, 0.68, 0.58, 0.31 16' 01'0360 01®225 01®135 02 20 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 22' 02 X360 02 225 02 �>l 35 SPRAY IRRIGATION: HUNTER ICV 101 /151 G REMOTE CONTROL VALVE, IN VALVE BOX, ONE VALVE PER BOX ?2 HUNTER 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. B P 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 Oi 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.) e!! 0 %20 �40 80 NORTH 1" = 20'-0" SHEET SIZE 22" x 34" SCALE: AS NOTED ONE INCH 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. BY: BY: BY: BY: a Q STATE OF WASHINGTO E STE E LAN C C TECT JEFF M. VA LEY CERTIFICATE No. 774 7t 0 0 U R-409142 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS MAPLE HIGHLANDS AS —BUILT IRRIGATION PLAN RENTON, WASHINGTON 98056 DATE: DATE: Ln 0 DATE: z Q DATE: 0 DATE: 2.16.20 LL-1 FIELDBOOK: PAGE: DRAWING NO: Q SHEET: L_5OF: 6 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 (ID,Wr,ND,OR,WA) SW 1/4 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, SCOTTIS 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. TRENCH CONDMON 9 INISH GRA AVING SEC ER CIVIL I OMPACT B T 90% DE FOPSOIL B T 95% DE STRUCTURE VC LATER/ LEEVING LT. WIRE `. VC MAINLII ALVE WIRY IIPE BED I 0 BE CLE. 'REE OF R ARGER TH, SLEEVE CONDITION 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 N0. REVISED AS —BUILT AS —BUILT ISSUE 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 RIGATION CONTROLLER. SEE IRRIGATION SCHEDULE ALVANIZED METAL CABINET FOR CONTROLLER NE VOLTAGE OUTLET FOR IRRIGATION CONTROLLER ISIDE PEDESTAL (OUTLET NOT SHOWN) /4" POWER CONDUIT: SIZE, YPE, DEPTH PER LOCAL CODE ROUND WIRE CONDUIT, MIN. 1 1 /2". ROUND PER ASIC GUIDELINES EDESTAL BASE: CONCRETE R PREFABRICATED NISH GRADE ONDUIT FOR CONTROL WIRES IRRIGATION CONTROLLER - PEDESTAL MOUNT NOT TO SCALE NI_ III 1�1�1 IIIIIIII _III 00 o I— =III II v �O O O0oO0o0o0o C O O o( 0 0 O o C O O O O O 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 JMV 2.29.24 JMV DRAWN: JMV JMV 10.23.231 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 AS -BUILT POP—UP � Q STATE OF WASHINGTO E S E E LAN C C ECT JE M. VA LEY CERTIFICATE No. 774 6" CLEAR OF OBSTRUCTION MULCH CONDITION a 4 FINISH GRADE PAVING ° — . ADJUST ANGLE AT SPRINKLER SLOPE COVERAGE CONDITIONS. 50% OF FLUSH AT LAWN I SLOPE ANGLE — TYPICAL AND FLUSH WITH _ MULCH LINE ' ( SPRINKLER MARLEX 90` ELBOWS PVC SCH 40 PVC SCH 80 NIPPLE TEE SxSxT (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 j 14 CITY OF MUR RENTON Planning/Building/Public Works Dept. PER MANUFACTURER'S MOUNTING BRACKET RAIN SENSOR VT ON 'HER EXPOSED . 8' ABOVE )E --CURE PER 4NUFACTURER'S 'ECIFICATIONS ALL RAIN SENSOR DETAIL NOT TO SCALE R-409143 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: 601 • 00 H Lei, Q _J BY: DATE: U� 0 BY: DATE: z Q BY: DATE: C� MAPLE HIGHLANDS DATE:2.16.20 = AS -BUILT FIELDBOOK: LLJ PAGE: LANDSCAPE NOTES and DETAILS DRAWING NO: Q RENTON, WASHINGTON 98056 SHEET: L_6OF: 6 U 00 Q N 0 0-) 0 Nt w w U) w z_ J U Q Call 2 Working Days Before You Dig 811 tilities Underground Location Centel (ID,MT,ND,OR,WA) ?7'AffE'Ar TPA FF/C EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone:425.522.4118 Fax:425.522.4311 JTURE LUMINAIRE BY OTHERS FUTURE LUMINAIRE BY OTHERS / FUTURE LUMINAIR BY OTHERS /STER`�'�G�� 2 REVISED PER COR REDLINES N A L 1 REVISED PER COR REDLINES NO. I REVISION CONSTRUCTION NOTES 0 INSTALL NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 176.1, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 3 AND 4, AND LUMINAIRE POLE SCHEDULE. OINSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD FOLLOWING COR STD. PLN. 120. O INSTALL CONDUIT TO EDGE OF PAI/EMENT. LUMINAIRE SCHEDULE LUM. POLE * CIRCUIT LOCATION INC. ID. N0. N0. 11 A ROAD A 23+92 12 A ROAD A 24+38 13 A ROAD A 24+80 14 A ROAD A 25+38 15 A ROAD A 26+00 16 B 164TH AVE SE 32+15 17 A 164TH AVE SE 33+15 18 B 164TH AVE SE 31 +24 19 A 164TH AVE SE 30+14 GPS COORDINATES LATITUDE ILONGITUDE 1321531.1829 178939.1968 1321577.2620 178905.2350 1321618.4748 178940.7976 1321677.1932 178906.7817 1321738.4787 178943.3704 1321788.2380 178963.8283 1321786.4334 179063.3326 1321790.7272 178872.9950 1321792.9190 178762.5080 OFFSET LED LAMP MAST ARM MOUNTING STANDARD (FEET) WATTAGE (FEET) HGT. (FT.) PLAN # 17.0' LT 44 NA 14' 116.1 17.0' R T 44 NA 14' 116.1 17.0' LT 44 N A 14' 116.1 17.0' RT 44 NA 14' 116.1 17.0' LT 44 N A 14' 116.1 17.0' LT 44 N A 14' 116.1 17.0' LT 44 N A 14' 116.1 17.0' LT 44 N A 14' 116.1 17.0' LT 44 N A 14' 116.1 * NOTE: POLE ID NOS. ARE TO BE PROVIDED BY THE CITY AND INSTALLED BY THE CONTRACTOR PER COR STD PLAN 121 AT TIME OF CONSTRUCTION. GPS COORDINATES WILL BE PROVIDED AT THE TIME OF AS BUILT PLANS LEGEND LED PEDESTRIAN LUMINAIRE AND DECORATIVE POLE ROADWAY LUMINAIRE - - - - - PVC CONDUIT (SEE WIRING SCHEDULE) ® TYPE 1 JUNCTION BOX WITH CONCRETE PAD VJG 6/14 VJG 6, LDH LDH BY I DATE I APPR SERVICE CABINET WIRE NOTE CONSTRUCTION NOTE SURVEYED: DESIGNED: VJG DRAWN: VJG CHECKED: LDH APPROVED: LDH SCALE: WIRING SCHEDULE CONDUIT CONDUIT CONDUCTORS NOTES RUN SIZE 0 1 2.0" PVC (SCHEDULE 40) 2-#8, 1-#8 GREEN 7 2.0" PVC (SCHEDULE 80) PULLSTRING VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 30 0 30 60 scale feet & 91 �6 CITY OF t RENTON Planning/Building/Public Works Dept. AS -BUILT T-409103 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS PLAT ILLUMINATION PLAN 162ND AVE SE/SE 134TH ST RENTON, WASHINGTON 98056 6/14/21 FIELDBOOK: PAGE: DRAWING NO: IL2 SHEET: OF: 2 4 0 0 'i Q0 0 0 0 W Q AN CA ONS - A :.. A UV L 'V. V NA RE AY7 POLE R--A:I D ?AR<S SA: _ 8 iALIURY PRM Ati POWDER COA7. CC_ OR: RA 901 5 X ' 4ET BLACK" 1d-1/4" - PREST GE SERIES (CY17T4) L.ED i POST -TOP LUMINAIRE (WATTAGE ! 1 PER PLANS, 4 OOOK CCT 20 277V UNIVERSAL DRIW.R WITH VS3AR 2" CCNDU T UN 111111 ACRT'C ENS) BY CY..tONE STATIC OTHERi 11 �� (OR APPROVED EQUAL), DRIVER PLANS h ' 1 �� � SHAI1. BE INTEGRAL ?0 THE t i� fi t 1� � Ix?llRE. ERMINAL BLOCK LOCATED IN THE FIXIL E FOR STREET LIGIiT STANDARD DECAL NUMBERING DETAIL, REFER TO C TY OF RENTON STD PLAN 121 14'--D" FLUTED SHAPE, 5" DIAMETER, 519A GI'1 AIUMNUM POLE (11)15 -14--BD46--RAi.9005TX- TN43? BY CYC'_ONE (OR APPROVED EQUAL) INSTAL- GROUT. PROVIDE 1/2" DIA DRAN T BE THROUGH GROUT. 2" 6" HANDHOUE DECCRAi1V'_ ALJM'NUM CLAMSn«L RASE COVER BD46 BY CYCLONE (OR APPROVED EOi.A.) SEE POLE BASE CETAI -PHIS SHE-1 BASE COVER - FOR FOUNDATION DETAILS, SEE 7141S SHEET POLE ELEVATION 1�Y OPUBLIC WORKS � DEPART MENT A I� Call 2 Working Days Before You Dig 811 Jtilities Underground Location Cente (ID,MT,ND,OR,WA) ANCHOR BOLT ------ (4) OVA_. SLOTS m - ,o BASE PLATE: DETAIL. 8 - g5 BARS, EVENLY SPACED CENTER CONDl11' IN FOUNDATION BOLT CIRCLE (CIA PER BASE PLATE DETAIL, THIS SHEET) 94 HOOPS € 12" FOUNDATION SF'710 2" CONDUIT UN_.ESS --A GROUND POLE TO STATED OTH?;RASE ON - I FOUNDAT ON P'..ANS i( 3 3j4" C4iA!+IF'ER (FYP) —_� j :., V6" MIN BELOW GROUND 2'-�D" MIN UNDER PAVE:Me.NT f.. EXTEND THE CONDUIT 6° MIN BEYOND FOUNDATION OR THE CONTROLLED DENSITY BACKFILL #4 HOOPS D 12" 8 -. #b BARS, EVENLY SPACED 2 1/2" CLR MIN. BOLT d )JECTI ON FOUNDA"ICN DE`AIL. "A' HOE (TYW I —1/4" STER P;_ATE BOLT CIRCLE (DIA PER BASE PLATE DETAIL, 'HIS SHEET] ANCHOR BO,.T TEMP AFr:_DETA_L POLE BASF DETAIL — r Till OF FOUNOA;ICN T ANCHOR 87 14 TOTAL, -- I 3./4" DIA (-EYP) it Vi N 31°4'° HEX 'JUTS, STEEL (8 I; REO'F1 PfR ANCHOR BOLT), I FLAT WASHERS !6 REQ'D PER ANCHOR BOLT, ANCHOR BOLT ASSEI!BL. DETAL FOUNDATION DETAILS _. _ ................-__....._..._._.__.._- NOTE: NO SONATUBE ALLOWED FOR FOUNDATION CONSTRUCTION NEIGHBORHOOD STREET PEDESTR AN L UMiNAIRL FIX I-URI-_ AND POLE DETA; __S STD. PLAN- 116.1 PROVED: o ' N'PL- Ti ff NORTHWEST �X TPA FF/C EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone:425.522.4118 Fax:425.522.4311 FOR STD PLAN 117.1 TO 2„ DECAL: REFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50° F OR ABOVE NUMBERING 2EXAMPLES 3 4-+ 1 C... ... ._...... _............._.........._...._.__ 5-� 6 7 -_�TRAFFIc� '4 FLOW PLAN VIEW FOR STD PLAN 116.1,117.2,117.4 M��I�IIM'19y WATTAGE U'VY o S_T_R IET LIGH-7 ST'AUDARD STD. PLAN-- ---121 R:MY PUBLIC WORKS DrCA . NU,1B��RING SYSTEM A PROV' DEPARTMENT: SURVEYED: SCALE: w�. DESIGNED: AS NOTED Az VJGiSTERF'�2 REVISED PER COR REDLINES VJG 6/14/21PAPPR D�'W"' VJG NAL 1 REVISED PER COR REDLINES VJG 6 2CHECKED: LDH NO. REVISION BY [DATE APPROVED: LDH VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 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. O~ o� TRANSPORTATION NOTES STD. PLAN — 135 ® + PUBLIC WORKS A ROVED: DEPARTMENT GAZ 3/13/2019 1 4 F DATE C TY OF RENTON Planning/Building/Public Works Dept. :1 AS -BUILT T-409104 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS PLAT ILLUMINATION DETAILS 162ND AVE SE/SE 134TH ST RENTON, WASHINGTON 98056 6/14/21 FIELDBOOK: PAGE: DRAWING NO: IL3 SHEET: OF: 3 4 0i' J Q0 O O O 7 STREET LIGHT POLE PLAN VIEW SIDE VIEW LIGHTING STANDARD & JUNCTION BOX NOTE: CLASS B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD 4" DEEP 4 z PLAN VIEW INDIVIDUAL JUNCTION BOX C STD. PLAN 120 A�zn,4i �� PUBLIC WORKSCONCRETE PAD DETAILS DEPARTMENT X R: z d ii W. a�Ot w1o j z wa�1 V 9 4111 1 SIj Rs ( 1-( 91 mW 0 E-9 jr.9 z m o—o— I a IN l is o (01 0 if tj 'I o)—o I'li Lj 100 A! 14, 111 * wta so UU3 0 IM inUw T EV. 1oa 0 ix, I- :7 5C 4�1 > E_ z 0 of 124 ...... .... Dq 1 ------------- PUBLIC WORSE SERVICE CABINET SM. PLAN 122.1 DEPARTMENT WITHOUT RES Call 2 Working Days Before You Dig 811 tilities Underground Location Cente (ID,MT,ND,OR,WA) Traff NL7R TI-1 WAEH T �X TPA F-F-IAC EXPERTS 11410 NE 124th Sty #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 REFER TO WSDOT LOCKING LID STANDARD SyTY JIUNCTIDN BOX TYPES 1 2 TANDARD PLAN J-40.10-03 SPLICE KITS CLEAR EPDXY WI RE RUNES KI ON ALL THRU 4' CONCRETE PAD T_ 2MIN. #8 BARE COPPER GROUND ORE 1 -#8 EQUIPMENT ZROUNE) F WIREW/GREEN iNSUAn FROM SERVICE CA81LNETC!!--j 2 - LIGHTING SYSTEM - ORES TO CONTACTOR (SIZED AS REO'D.) 5/8"xB' COPPER CLAD GROUND ROD ■ 7illllllll6,— LuMINAIRE wRES WILL BE A rONTNUOUS RUN FROM FUSE HOLDER TO FIXTURE WITH NO SPUCES. GROUND ROD FUSE KITS QUICK DISCONNECT TO LUMINARE 3 AMP IN LINE FUSE KITS UUMINAIRE ORES WILL BEL112 S,E,C, OR EQUAL AWC IN A JACKETED CAB #8 GREEN INSULATED ORE TO FIXTURE GROUND LUG GROUND LU ID/4RA;NiM —GOUN CLRAMPD II II 4 2' PVC CONDUIT SYSTEM ILL- CONCRETE FOUNDATION NOTES: 1. EQUIPMENT GROUND WIRE & BARE ORE 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. PUBIJC WORKS TYPICAL LIGHTING DEPARTMENT UNDERGROUND SYSTEM TE 2 kC 'i 1 6-14-21 NO. OF CONCRETE FOUNDATION TO LEVEL WITH Tal' OF SIDEWALK CUR9,, SM. PLAN 119 Z 0 V, I.,1 D., - REVISED PER COR REDLINES REVISED PER COR REDLINES REVISION 17- 17) t--x V \/ r- I I I WYE SPLICE SPLICE KIT FUSE KIT FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF RENTON + RAW A a LST DATE: 11/5/96 Standard plans 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 BRANCH BREAKERS 120/240 VOLT z TEST 16 POLE SWITCH FF F fill C BLOCK 8 111L TERMINAL B B B A UTILITY G PLUGFI) A A A STREET LIGHTING CONTACTORS CIRCUIT WIRES TO LIGHTING RUNS PHOTO -CELL TO GROUND MOUNTED ON ROD NEAREST LUMINARF 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) STD. PLAN 123 PUBLIC WORKS STREET LIGHTING CONTACTOR PROVE DEPARTMENT CABINET SCHEMATIC DA SURVEYED: DESIGNED: _777— VJG VJG 6/14/21 LDH DRAWN: VJG1 VJG 2/6/20 LDH CHECKED: I LDH BY DATE APPR APPROVED: LDH SCALE: AS NOTED VERTICAL NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CONDUIT i AREA 4 . SIZE TO FIT SIZE TO FIT CABINET CABINET —1 l'--O- r -Grade Level .4 cw FRONT VIEW.SIDE NEW Shim to plumb ';-- Note -r 417— f F fill #4 hoops; is #4 bar each corner 6" MIN V 3/8' diameter plastic drain -shil to plumb Sea Note 3 #4 hoops or each corner MIN UI- to 9�` \+11_3/8- diameter plastic drain SIDE VIEW SIDE VIE 1'-6" Cabinet depth1'-6 ­ 1' -1.. . I Cabinet depth V-6" + 2" + 2' bar each .5 S corner 'a a S c: + —#4 hoops #4 bar each corner PLAN VIEW PLAN VIE PAD MOUNT P MOUNT �, CONTROLL ER 'AalNEFOUNDATION -TFOUNDATIONBATTERY BACKUP UEM (aRS) FOUNDAIIQN For NOTES see Std. Pion 126.2 I STD. PLAN =,� J� (PUBLIC WORKS CABINET FOUNDATION DETAILS ROVEI� DEPARTMENT IMP CITY OF RENTON Planning/Building/Public Works Dept. AS -BUILT T-409105 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS PLAT ILLUMINATION DETAILS 162ND AVE SE/SE 134TH ST RENTON, WASHINGTON 98056 PAGE: 6/14/21 IL4 OF: 4 4 0 0 0 0 0 00 <