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w Q 0 U Q 0 0 0 0 CV 0 CV CV Q) E Q 0 0 i 00 00 i Q) i 00 00 0 CD CD r- Gi z iz J � BARGHAUSEN GENERAL SITE NOTES: O 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING d"I AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. tjo 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. A 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. Q� 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND a SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF a CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. �y FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE O OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING a JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE a OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. A 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE ONE WEEK MIN. ADVANCE �--I NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS. U 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS INC., PRIOR TO ANY CONSTRUCTION STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION RELEASE PLAN SET OR SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE CONSIDERED CONSTRUCTION RELEASE PLANS BY BARGHAUSEN CONSULTING ENGINEERS, INC UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC HAS GIVEN A FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET. CONDITIONS OF APPROVAL: A FINAL TREE RETENTION AND REPLACEMENT PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. THE FINAL TREE RETENTION AND REPLACEMENT PLAN SHALL INCLUDE A TREE PROTECTION TRACT FOR THOSE TREES THAT DO NOT COUNT TOWARDS AN INDIVIDUAL LOT'S MINIMUM TREE DENSITY REQUIREMENTS. THE NGPA TRACT MAY BE EXTENDED TO ENCOMPASS THE ADDITIONAL PROTECTED TREES, IF FEASIBLE. SIGNAGE IS REQUIRED TO BE PROVIDED ALONG THE FENCE LINE OF THE TREE PROTECTION TRACT, THIS SIGNAGE COULD BE COMBINED WITH THE NGPE SIGNAGE IF THESE TWO TRACTS ARE COMBINED. 2. A GEOTECHNICAL REPORT BE PREPARED BY A GEOTECHNICAL ENGINEER DEMONSTRATING THAT THE PROPOSED STORMWATER OUTFALL WOULD COMPLY WITH THE CRITERIA OUTLINED IN RMC 4-3-050.J.1. IN ADDITION, THE PROPOSED OUTFALL SHALL BE LOCATED OUTSIDE OF PROTECTED SLOPE AREAS WHERE FEASIBLE. 3. A HOMEOWNER'S ASSOCIATION OR SHARED MAINTENANCE AGREEMENT SHALL BE ESTABLISHED PRIOR TO THE RECORDING OF THE SHORT PLAT. DRAFT CC&RS OR A DRAFT MAINTENANCE AGREEMENT SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL PRIOR TO RECORDING OF THE SHORT PLAT. 4. EITHER A 5-FOOT (5') SIDEWALK AND 0.5-FOOT (05) CURB CONNECTION DEVELOPED TO CITY OF RENTON STANDARDS SHALL BE ESTABLISHED ALONG THE NORTH SIDE OF THE PRIVATE ACCESS CONNECTING LOTS 2-4 TO REDMOND CT NE OR THE NUMBER OF LOTS ON THE SOUTH PORTION OF THE PROJECT SITE BE REDUCED FROM THREE TO TWO. THE SIDEWALK SHOULD BE LOCATED WITHIN TRACT A ON THE SUBJECT SHORT PLAT AND THE ACCESS EASEMENT THAT CROSSES TRACT A OF VELDYKE II SHORT PLAT (LUA09-058) SHOULD BE EXPANDED TO INCLUDE THE SIDEWALK. AN UPDATED SHORT PLAT MAP AND ASSOCIATED EASEMENT CHANGES SHALL BE PROVIDED PRIOR TO CONSTRUCTION PERMIT APPROVAL. TREE PROTECTION: THE PROPOSED PROJECT IS REQUIRED TO SAVE AND PROTECT TREES ONSITE. CONTRACTOR SHALL REVIEW THE TREE PROTECTION PLAN. FOR FURTHER DETAIL PLEASE REFER TO SHEET L-1 OF THIS PLAN SET. EXISTING: FP I COVER SHEET OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 47 TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON FOUND MONUMENT IN CASE 2" DISC W/PUNCH + DOWN_0.4' - INTX. NE 19TH ST. & REDMOND CT. NE EL. = 427.75 I N01.03'23"E 125.00' EX. FH M -------- 0 't2l � Iw \ EX. � 'J ROA SHC � ,� (AP N01'03 23 E N I 5.00' 1- --' Lu N01'03'23' - - - I I I I I I I I I I I 1 I I FOUND MONUMENT IN CASk 2" BRASS DISC W/PUNCH,I FOUND REBAR & CAP LS#118898 I EL. = 434.58 1 I 1 LEGEND: POWER VAULT LUMINAIRE (LUM.) POWER METER POWER POLE JUNCTION BOX (AS NOTED) CATCH BASIN (CB) STORM MANHOLE (SDMH) SANITARY SEWER MANHOLE (SSMH) GAS VALVE WATER VALVE (WV) FIRE HYDRANT (FH) WATER METER SIGN WELL GUARD POST (GP) FLAG POLE (FP) MAILBOX SURVEY MONUMENT (AS NOTED) BENCHMARK SECTION CORNER (AS NOTED) FOUND REBAR/CAP (AS NOTED) FOUND LEAD/TACK CONCRETE GRAVEL PAVEMENT PROPOSED: 0 0 0 REDMO D COU T N.E. - - - (UBLIC S01'03' 3"W 33 .10' I I I I I I I I I COUNTY REC.#20050927003161 I (APPROX. LOCATION ONLY) EXISTING: PROPOSED: WATER LINE SANITARY SEWER LINE -�• - - - - - - - STORM DRAINAGE LINE -GAS GAS GAS LINE T(UG) TELEPHONE UNDERGROUND P(UG) POWER UNDERGROUND P(OH)- POWER OVERHEAD X CHAIN LINK FENCE -0 BARBED WIRE FENCE WOOD FENCE ROCKERY RETAINING WALL 470 CONTOUR (MAJOR) - --466-- CONTOUR (MINOR)���-- GUARD RAIL/CABLE FENCE PROJECT BOUNDARY LINE SECTION LINE - - - RIGHT-OF-WAY CENTERLINE PROPOSED LOT LINE EASEMENT LINE BSBL LINE BENCHMARKS: FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF 2 PER COR COMMENTS DATED 6/8/20 DC AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 PER COR COMMENTS DATED 10/31/19 DC STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 N0. REVISION BY DISTURBED AREA: 17,900 SF. 0.41 AC w 1/1TrPY I EX. FH 489-23'53"W 29.00' I I I I ' I IMPERVIOUS AREA: 177=50' 0 25 50 100 rammm SHEET INDEX 0 SE MAY CREEK PARK D SE 95TN WPY SE MAY VALLEY RD � NE oz = SITE 19TH STD c m m a cn r m m JAG' z c.� m VICINITY MAP NTS Cl OF 18 COVER SHEET C2 OF 18 SITE AND HORIZONTAL CONTROL PLAN C3 OF 18 TESC AND SWPPS PLAN C4 OF 18 TESC NOTES AND DETAILS C5 OF 18 TESC NOTES AND DETAILS C6 OF 18 GRADING, PAVING AND DRAINAGE PLAN C7 OF 18 DETENTION POND PLAN AND SECTIONS C8 OF 18 ROAD DRAINAGE NOTES AND DETAILS C9 OF 18 ROAD DRAINAGE NOTES AND DETAILS C10 OF 18 ROAD DRAINAGE NOTES AND DETAILS C11 OF 18 ROAD DRAINAGE NOTES AND DETAILS C11A OF 18 ROAD DRAINAGE NOTES AND DETAILS C11B OF 18 ROAD DRAINAGE NOTES AND DETAILS C12 OF 18 WATER PLAN AND PROFILE C13 OF 18 WATER NOTES AND DETAILS C14 OF 18 WATER NOTES AND DETAILS C15 OF 18 SEWER PLAN AND PROFILE C16 OF 18 SEWER NOTES AND DETAILS C17 OF 18 SEWER NOTES AND DETAILS C18 OF 18 COMPOSITE UTILITY PLAN L-1 OF 4 TREE RETENTION PLAN L-2 OF 4 TREE RETENTION CALCULATIONS L-3 OF 4 LANDSCAPE PLAN L-4 OF 4 LANDSCAPE NOTES AND DETAILS 1 OF 3 BOUNDARY AND TOPOGRAPHY (EXISTING CONDITIONS PLAN) 2 OF 3 BOUNDARY AND TOPOGRAPHY (EXISTING CONDITIONS PLAN) 3 OF 3 BOUNDARY AND TOPOGRAPHY (EXISTING CONDITIONS PLAN) AREAS LEGEND PROPOSED NUMBER OF LOTS: 3 ZONING OF THE SUBJECT SITE: R-6 GROSS SITE AREA: ±72,318 S.F. (f1.660 AC) SQUARE FOOTAGE OF LAND IN LOTS: 25,093 S.F. (0.576 AC) SQUARE FOOTAGE OF LAND IN CRITICAL AREAS: 0 SF** SQUARE FOOTAGE OF LAND IN CRITICAL AREA BUFFERS: 0 SF SQUARE FOOTAGE OF LAND IN PUBLICLY DEDICATED STREETS: 0 S.F.** SQUARE FOOTAGE OF LAND IN PRIVATE ACCESS EASEMENTS: 0 SF ** NET SITE AREA: = GROSS LESS ** ITEMS ±72,318 S.F. (t1.660 AC) DENSITY PERMITTED BY CODE: 6 DU/AC NET (9 96 UNITS) HHLULVLLUNLU IMHLKVIUUS SUKFAUL AREA = 0 ACRES (0 SF) PROPOSED DENSITY: 0.55 DU/AC GROSS DEVELOPED NET NEW IMPERVIOUS SURFACE 0.55 DU/AC NET AREA = 0.23 ACRES (10,045 SF) TOTAL DEVELOPED IMPERVIOUS SURFACE AREA = 0.23 ACRES (10,045 SF) 1. TAX #: 042305-9032 2. SITE AREA: ±72,318 S.F. (f1.660 AC) RATIO BETWEEN IMPERVIOUS COVERAGE VERSUS TOTAL GROSS AREA: 3 SITE ADDRESS• 0.23/1.66 ACRES = 0.14 4. EXISTING USE: VACANT 5. PROPOSED USE: 3-SINGLE FAMILY RESIDENTIAL 6. EXISTING ZONING: R-6 (6 DU/ACRE) 7. EXISTING COMPREHENSIVE PLAN DESIGNATION: RMD (RESIDENTIAL MEDIUM DENSITY) 8. REQUIRED MIN LOT SIZE: 7000 SF 9. REQUIRED MIN. LOT WIDTH: 60 FEET CORNER LOT: 70 FEET 10. REQUIRED MIN LOT FRONTAGE: 64 FEET 11. REQUIRED MIN. LOT DEPTH: 90 FEET 12. REQUIRED MIN. SETBACKS: FRONT: 25 FEET REAR: 25 FEET SIDE YARD: COMBINED 15 FEET WITH NO LESS THAN 5 FEET ON EITHER SIDE SIDE STREET: 25 FEET 13. MAX BUILDING COVERAGE: 40 PERCENT 14. MAX IMPERVIOUS SURFACE: 55 PERCENT 15. MAX BUILDING HEIGHT: 24 FEET WALL PLATE AND 2 STORIES SURVEYED: TSL DESIGNED: DSC 6/10/20 DD DRAWN. DSC 12/2/19 DD CHECKED: DD DATE APPR APPROVED: DD SCALE: 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL, NAD 1983/1991 DATU M LEGAL DESCRIPTION: O W �4 z kS1042009NA L ENS 9-21-20 V E V � � t C W CN N M C Q CO 04 �d1N Q 75 U) Q0 Lr) mV o(DN OWNER/DEVELOPER r Y LOT 5, RENTON SHORT PLAT N0. LUA-03-125, DALPAY PROPERTIES, LLC. RECORDED UNDER RECORDING NO. 20050927900007, 4033 SUNSET BLVD. RECORDS OF KING COUNTY, WASHINGTON. RENTON, WA 98059 SITUATE IN THE COUNTY OF KING, STATE OF ENGINEER/PLANNER WASHINGTON. BARGHAUSEN CONSULTING ENGINEERS, I 18215 72ND AVE. SOUTH WATER UTILITY KENT,98032 (425) 25 R - 409701 (425) 251-6222 agafour 11 /13/2020 FAX (425) 251-8782 CONTACT: DON DAWES, PE IN COMPLIANCE WITH CITY OF RENTON STANDARDS IVANA HALVORSEN SURVEYOR PI REGIONAL FIRE AUTHORITY LANKTREE LAND SURVEYING INC. i APPROVED 421 "B" STREET N.E. 11/09/2020 iding cthomas 11/13/2020 OyqFIgE P�� AUBURN, WA 98002 i Po 00 TEL. (253)653-6423 (_4 00 FAX (253)793-1616 D� EVELOPMENT ENGINEERING SURFACE WATER UTILITY �/ � CONTACT: TREVOR LANKTREE, PLS Nathan Janders 11/12/2020 9i4 jfarah 11/13/2020 c) p DATE: CITY OF COVER SHEET 6/18/19 V) M ORR E N TO N DALPAY SHORT PLAT FIELDBOOK: O DALPAY PROPERTIES, LLC. PAGE: DRAWING NO: /1 uj Planning/Building/Public Works Dept. 4033 N.E. SUNSET BOULEVARD I--1 RENTON, WA 98059 SHEET: C1 OF: 18 U c c c c c 6 a F a c C z z S a a r z f .S 4 4 f f 4 a a r I 1@s V 0 U cn Q 0 Q) 00 00 i Q) Q) Q) i 00 00 U O O O w j z J � 11111=20' 0 10 20 40 CB TYPE 1 RIM=424.07' IE 12" PVC N=421.47' IE 10" PVC W=421.64' BOTTOM=420.85' TREE PROTECTION KEYNOTE: FOR EXACT DETAIL AS TO WHICH TREES ARE BEING COUNTED AND THOSE WITH POTENTIAL FOR SAVING AND NOT BEING COUNTED PLEASE REFERENCE THE TREE RETENTION PLAN ON SHEET L-1. NOTE: ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON INSPECTOR. I I I � I I ` vJ II ✓V ^^Y' I „rr✓� ✓ `� 0\ I FND. REBAR & CAP CNW I I FND. REBAR LS#18913 I & CAP CNW I 0.4'NX0.5'W I LS#40016 OF LOT CORNER I I - 7 TIRE o WALL o o I O N � I/ A ° I 'A l �E 18" PVC 412.61' o ° l --E4D_S1T°C INSTALL CB INSERT - -- PER DETAIL ON ; -1 c - c \ '��Ic_ -G WATER I SHEET nt-m-IINLLLjTON VALVEr- OF WALL M - MI DRAINS BLOW L �-G-G-G-G-G-G_()WG� I ----- -------------------- " STABILIZED CONSTRUCTION WATER zIo ENTRANCE PER DETAIL ON I METER v, oloo WATER SHEET C4 Iz METER Q WIrn 6 i� l -y}O-ILz I- cD Z cp � UINo of[c*)�o c, O W W W -1 W� 0r i ✓✓�'� X m Z _ I� 0 t- Ob O 0 \t^ (J\ e} N W I W x C) < cif w o W lO W L'-I X I� cn of O I `r`' z Q CLEARING X o " LIMITS ALONG Imo' PROPERTY LINE C, I I 3S-SS- SS -ISS- SS SS- SS - SS - SS - SS\ 0.2'N _ I , J ` \ \tom PROPOSED BRIGHT ORANGE SILT FENCE PROPOSED ORANGE SAFETY FENCE PROPOSED CLEARING LIMITS tULAAAAA-V PROPOSED TEMPORARY STORM PIPE PROPOSED CONSTRUCTION ENTRANCE En PROPOSED CONTOURS---330---- PROPOSED KEYSTONE WALL CDC= EXISTING TREE TO REMAIN \ EXISTING MAJOR CONTOUR 330 EXISTING MINOR CONTOUR 332-- CONC. WALL TESC AND SWPPS PLAN OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 3--�5;'/Ta;' I I I 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON OS OS as 3 S N G as N CB RIM=414.39' REDMOND COU�,TLE. ,r ' I _ �:'�'�� o �, IE 12" PVC N=411.22' I I \ ��\,.,� �,, (PUBLIC) I / -I ``\ \-- IE 6" PVC SW=411.90' a ���, ��-'6�G G La at�-�''� CENTER=409.71' ``) 'C X r I NO PARKING I I I INSTALL CB INSERT PER I ��`c1v�� I J w` • �Jv SIGN 3 "' N M DETAIL ON SHEET C5 (;)TILL L. STORM VAULT n» N �+ T'' rEkS WATER METER ^ TOP=416.69' �, Y`: �I EX. PRIVATE 20' ACCESS ^ i% v �� ^� \ �& UTILITY EASEMENT PER FND. REBAR & CAP CNW SDMH LS#40016 0.2'E OF LOT 3 Rl_ I WELDYKE II SHORT PLAT CORNER RIM=417.49' )REC#201 10316900007 I \ N FND. REBAR I ' HOLDING MANHOLE 3 \� -(API3 OX. LOCATION ONLY) CLEARING LIMITS & CAP CNW I ALONG PROPERTY LINE BOTTOM CENTER=397.49t LS#40016 I 3 0.2'SX0.2'W I PROPOSED ROCKERY STORM VAULT cn STAELIZED CONSTRUCTION OF LOT CORNER I END NGPE TOP=416.70' i I a ENTRANCE PER DETAIL ON N SHEET q4 4' WOOD FENCE - }/ 5' WOOD FENCE S011'03'23"W 420.11' FENCING NO PARKING SIGN {• �_ _ . END SILT FENCE SOIL AMENDMENT BMP NOTE: THE REQUIRED SOIL QUALITY DESIGN GUIDELINES LISTED IN SECTION C.2.13 OF THE 2016 RSWDM CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW: 1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION. 2. AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT "P R E-AP PROVED" RATES, OR AT CUSTOM CALCULATED RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. 3. STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. 4. STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT "PRE -APPROVED" RATE OR AT A CUSTOM CALCULATED RATE. 5. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THEDEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS NOT COMPACTED DOES NOT NEED TO BE AMENDED J CLEARING LIMITS ALONG PROPERTY LINE INSTALL BRIGHT ORANGE �I SILT FENCE PER DETAI� ON SHEET C4 • ULLAKIN AS SHOWN LEARING LIMITS • r pr TRUCK WASHOUT AREA. _Im1 ��\4o40,9\\ p \ \ o� / ,� TEMP. ROAD X'ING I ° V I o SWALE PER DETAIL \\ \ \ \ \ R- �� - J \\ ° o I \ _ ON SHEET C5 \ \ o _ \ POSSIBLE SOIL \ :. 414 �398 \\ \ \COVERED AREA FOR STORAGE OF INTERCEPTOR SWALE ' I CONSTRUCTION PERK TEST �416 \ \ o \ CHEMICALS/LIQUIDS (PROVIDE SECONDARY I PER DETAIL 217.10 MATERIALS AND / �478 CONTAINMENTS). SPILL RESPONSE MATERIALS I� ON SHT C5 (TYP.) / �� I I CONSTRUCTION WASTE \ WILL BE _STORED IN THIS LOCATION. / _ STORAGE AREA. / CLEARING LIMITS ..' � / 42o ALONG TOP OF WALL \ o11 I I '6s \ \A \ ./ / I SEDIMENT POND RISER. \ ° ° \ 0 / I ONSTRUCT PER LOT LINE (TYP.) \� END S 1 T FE /E \ P N 2 o \ \ \ IVY /�1L / J)ETAIL ON SHEET C5 / \ \.:.: . o \ POS E SOIL \ INSTALL BRIGHT \ \ \ \ \\ PE EST / //� ORANGE SILT >o \ \\ z \ C\ \ / / / \ \WITT TV FENCE PER DETAIL 39 \ -� c \ \ / /' /' 410 ON SHEET C4 NA V G ��\ OTCTI- -� 0 °FLA ED O' \\ INSTALL TREE /\406--- TREAPROTECTION NGPE\4j4 '%_°` ' /' I i 0 (TYPI L) \\ \ \ \ \ FENCING, PER DETAIL ,4 \\ SOIL o POSPER T / / "` o \ INSTALL SILT ON SHEET C4 �?\ \ �� <� � TACT B // / 00 I / 0/ FENCE PER DETAIL Z p \ RAINAGE FACILITY // / �° ON SHEET C4 I I \ \ \ \ \ l l ° \ \\ \ ° \4oe"06--- / I I I ° �NGPE \- � ��, / QENC PROVIDE QUARRY SPALLS FOR 5 o 406 I \ \ \ \ \\\ /\rtN a \ / PORTION OF DITCH ON 3:1 SLOPE 4 1 I EX. 2' 5' I I p \ o \ \ \ \ \ 04\ \ 4�2\ \ TO PROTECT SLOPE FROM EROSION. I \ \ EROSION') \ \ \ \ \ \ \\ \ \\46 2� \ \ o ENCE I p I I \ �I II I\\\\\ \\\1\\i\\ /EN SILT AND 0 IMITS a CONSTRUCT PERMANENT NGPE FENCING zCL NG V / AS HOWN I I I I \ \ \ \ \ \ \ 96 '� STORM SYSTEM PER DETAILS \ �4og DETENTION POND 'D TO BE ON SHEETS C9 & C1 1 \ o I PERMANENT DETENUTILIZED AS TEMP. SEDIMENT TRAP. ° CONSTRUCT PER DETAILS ON SHEET C7 N 1 3 00 I \ N I I \ �� \\ \ �- -� /\ \ \ o FENCE 1.7 E 0 I I p l I o I I sR \ \\\ / \ PROPERTY LIN ENDPILT FIE I / ) ° I M I I \\ \\ \ \ �\ \ \ 40 O ° / �°1.00 01 400 / \0\\ \ \__1398 -_ ___ i / I O1I�I\' CLEARING LIMITS I / l ALONG PROPERTY LINE 394- \\ \\\\��� CONSTRUCTION SEQUENCE: 1. PRE -CONSTRUCTION MEETING. 7. CONSTRUCT STORM FACILITY OUTFALL PRIOR TO ONSITE WORK. 13. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND 17. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC 8. GRADE AND INSTALL CONSTRUCTION ENTRANCE. MANUFACTURER'S RECOMMENDATIONS. DAYS. SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 9. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, 14. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW 18. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE ETC.). MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION THAN 30 DAYS. 3. CONTACT PUGET SOUND ENERGY AND NOTIFY THEM AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CONSTRUCTION ACTIVITY HAS BE BEGUN. 10. CONSTRUCT SEDIMENT POND. CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 19. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 4. NOTIFY INSPECTOR AND CURRENT PLANNING MANAGER TO 11. GRADE AND STABILIZE CONSTRUCTION ROADS. 15. SEQUENCE WORK TO FACILITATE INSTALLATION OF UTILITIES INITIALIZE TREE PROTECTION WALK THROUGH PRIOR TO ANY WHILE PREVENTING TRACK OUT. ONSITE CLEARING. 12. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND 16. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN 5. FLAG OR FENCE CLEARING LIMITS. INSTALL TREE PROTECTION. GRADING FOR PROJECT DEVELOPMENT. SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, 6. INSTALL CATCH BASIN PROTECTION IF REQUIRED. PLASTIC SHEETING OR EQUIVALENT. BENCHMARKS: FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF 2 PER COR COMMENTS DATED 6/8/20 DC AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 PER COR COMMENTS DATED 10/31/19 DC STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 N0. REVISION BY SURVEYED: TSL SCALE: DESIGNED: DSC 6/10/20 DD DRAWN. DSC 12/2/19 DD CHECKED: DD DATE APPR APPROVED: DD 1 »_201 HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON V'R Planning/Building/Public Works Dept. APPROXIMATE STOCKPILE LOCATION CONTRACTOR SHALL COVER WITH PLASTIC AS NEEDED TO PREVENT EROSION. TEMPORARY CONSTRUCTION STAGING AREA. ACTUAL LOCATION TO BE DETERMINED BY CONTRACTOR. SURFACE WITH CRUSHED ROCK OR QUARRY SPALLS TO PROVIDE AN ALL-WEATHER TEMPORARY WORK SURFACE. EQUIPMENT PARKING/MAINTENANCE AND REPAIR AREA NOTE: NO WASHING OF VEHICLES SHALL OCCUR IN THIS AREA. DRIP PANS OR PLASTIC SHALL BE USED BENEATH VEHICLES. LIGHTING AND SIGNAGE SHALL BE PROVIDED FOR FUELING DURING EVENING HOURS. R-409703 O E. �j �42009 /pNA L LNG 9-21-20 • V � � 3 = .� O p>t � 11h. r � W C N M i 000vq m N Q i r. Lf) 4S N m m O V N °0 � Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS a 00 00 DEVELOPMENT ENGINEERING r Nathan Janders 11/12/2020 O O DATE: = TESC AND SWPPS PLAN 6/18/19 cn m DALPAY SHORT PLAT FIELDBOOK: PAGE: DALPAY PROPERTIES LLC. f DRAWING N0: 00 4033 N.E. SUNSET BOULEVARD 1-4 �-! RENTON, WA 98059 SHEET: COF: t U U I I I I X Ln LJ Q CD CD U Ln 75 Q CD CV 0 CV CV :_ 0 3 0 LJ I 00 00 i 00 Ca CD CD CD uj z J iz CITY OF RENTON EROSION AND SEDIMENT CONTROL NOTES 1. CLEARING LIMITS: A. PRIOR TO ANY SITE CLEARING OR GRADING, AREAS TO REMAIN UNDISTURBED DURING PROJECT CONSTRUCTION SHALL BE DELINEATED. AT A MINIMUM, CLEARING LIMIT DELINEATION FLAGGING SHALL BE PROVIDED AT THE EDGES OF ALL VE AREA BUFFERS. 2. KEEP THE GROUND COVERED: A. MINIMIZE THE AMOUNT OF EXISTING VEGETATION THAT YOU MUST DISTURB FOR CONSTRUCTION. KEEP OFF SENSITIVE AREAS AND THEIR BUFFERS. B. ALL DISTURBED AREAS SHALL BE COVERED AND/OR MULCHED WITHIN 12 HOURS, IF THEY ARE TO REMAIN UNWORKED FOR MORE THAN 7 DAYS FROM MAY 1ST TO SEPTEMBER 30TH. DURING THE MONTHS OF OCTOBER 1ST THROUGH APRIL 30TH, DISTURBED AREAS MUST BE COVERED OR MULCHED IF LEFT UNWORKED WITHIN 2 DAYS C. ACCEPTED MULCH MATERIAL INCLUDES STRAW, WOOD FIBER AND CELLULOSE. D. AREAS NOT BEING WORKED FOR 30 DAYS OR MORE SHALL BE VEGETATED, UNLESS THE CITY DETERMINES THAT WINTER WEATHER MAKES VEGETATION ESTABLISHMENT INFEASIBLE. IF THIS IS THE CASE, IT MUST STILL BE MORE PERMANENTLY STABILIZED, USING METHODS SUCH AS BONDED FIBER MATRIX OR OTHER MORE STABLE BMP'S. E. SLOPES AND STOCKPILES 3H:1V OR STEEPER AND MORE THAN 10 FEET OF VERTICAL RELIEF SHALL BE COVERED IF THEY ARE UNWORKED FOR MORE THAN 12 HOURS. F. ALL AREAS NOT BEING WORKED PRIOR TO OCTOBER 1, AND ARE BEING SEEDED, SHALL BE SEEDED BY SEPTEMBER 23. MULCHING IS REQUIRED TO PROTECT ALL SEEDED AREAS UNTIL AN ADEQUATE GROWTH IS ESTABLISHED. G. AREAS THAT ARE BEING HYDRO SEEDED SHALL HAVE A TACKIFIER MIXED INTO THE HYDRO SEED TO HELP STABILIZE MIXTURE ONTO THE SOIL. H. ENOUGH COVER MATERIAL TO SUFFICIENTLY PROTECT ALL DISTURBED AREAS SHALL BE STOCKPILED ON THE SITE AT THE BEGINNING OF THE WET SEASON. 3. DUST CONTROL: A. DUST IS TO BE CONTROLLED ON THE CONSTRUCTION SITE. B. WATER TRUCK WILL BE USED TO CONTROL DUST ON DIRT/GRADED AREAS ONLY. C. NO SITE RUN OFF IS TO BE GENERATED BY OVER USE OF WATERING. D. CONTROLLING DUST ON PAVED ROADWAYS WILL BE DONE BY THE USE OF A SWEEPER WITH WATER -JET SPRAYERS. NO RUN OFF FROM SPRAYERS SHALL REACH THE CATCH BASINS. 4. PERIMETER PROTECTION: A. PERIMETER PROTECTION TO FILTER SEDIMENT FOR SHEETWASH SHALL BE LOCATED DOWNSLOPE OF ALL DISTURBED AREAS AND PROPERLY INSTALLED PRIOR TO UPSLOPE GRADING. B. 50 LINEAR FEET OF SILT FENCE PER ACRE AND THE NECESSARY STAKES TO HOLD THE FENCE IN PLACE SHALL BE STORED ON SITE. 5. TRAFFIC AREA STABILIZATION: A. UNSURFACED DRIVEWAY ENTRANCES, ACCESS ROADS AND PARKING AREAS USED BY CONSTRUCTION TRAFFIC WILL BE STABILIZED TO MINIMIZE EROSION AND PREVENT TRACKING MUD. B. STABILIZED CONSTRUCTION ENTRANCES WILL BE INSTALLED AS THE FIRST STEP OF CLEARING AND GRADING. C. CONSTRUCTION ENTRANCES WILL BE SET UP SO THAT ALL TRAFFIC LEAVING A JOB SITE IS REQUIRED TO TRAVEL THE ENTIRE LENGTH OF ENTRANCE. D. ROADS AND PARKING AREAS WILL BE STABILIZED IMMEDIATELY AFTER THE INITIAL GRADING. E. CONSTRUCTION ENTRANCES WILL 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. F. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT WILL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON -SITE. G. IF NON-VACTOR TYPE SWEEPERS ARE USED, THE DEPOSITION OF THESE SWEEPERS MUST BE REMOVED FROM SIDEWALKS AND GUTTERS. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON -SITE. H. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING STREETS. TEMPORARY EROSION CONTROL SEED MIX (CONTINUED) EROSION AND SEDIMENT CONTROL NOTES TESC NOTES AND DETAILS 6. SEDIMENT RETENTION: OF A. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFF -SITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. PLAT B. SEDIMENT RETENTION FACILITIES WILL BE INSTALLED BEFORE GRADING. DALPAY SHORT C ADDITIONAL NPONDS/TRAPS/SYSTEMS ITO ACCOMMODATE ON FACILITIES NEED TO BE RESTORAGE MOVED OCAPACITY DNEED TO BE A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 47 TOWNSHIP INSTALLED ON SITE. THIS WILL BE DONE PRIOR TO REMOVAL OF EXISTING FACILITY. 7. SURFACE WATER CONTROL: 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON A. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFF -SITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 8. SENSITIVE AREA RESTRICTIONS: A. PHASING AND MORE CONSERVATIVE BEST MANAGEMENT PRACTICES (BMP'S) MUST BE EVALUATED FOR CONSTRUCTION ACTIVITIES NEAR SURFACE WATERS.. 9. MAINTENANCE REQUIREMENTS: A. LARGE PROJECTS WITHIN SENSITIVE AREAS MAY BE REQUIRED BY THE CITY TO HAVE A DESIGNATED ESC SUPERVISOR WHO WILL BE RESPONSIBLE FOR ESC REVIEW, B. MAINTENANCE AND COMPLIANCE. C. ESC WILL BE INSPECTED A MINIMUM OF ONCE A WEEK DURING THE WET SEASON AND WITHIN 24 HOURS OF SIGNIFICANT STORMS (.5 INCHES/24 HOUR, OR WHERE RUN-OFF IS GENERATED). D. THE ESC SUPERVISOR MUST BE AVAILABLE, 24 HOURS, FOR RAPID RESPONSE TO ESC PROBLEMS AND EMERGENCIES. E. A 24-HOUR PHONE NUMBER FOR THE ESC SUPERVISOR WILL BE POSTED IN A CLEARLY VISIBLE LOCATION ON THE PROJECT SITE. 10. FINAL STABILIZATION: PRIOR TO FINAL CONSTRUCTION APPROVAL, THE FOLLOWING CONDITIONS MUST BE MET: A. ALL DISTURBED AREAS OF THE SITE WILL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED; B. STRUCTURAL MEASURES SUCH AS SILT FENCE, SLOPE DRAINS, ETC. WILL BE REMOVED FROM SITE; C. ALL PERMANENT SURFACE WATER FACILITIES INCLUDING CATCH BASINS, PIPES, ETC. WILL BE CLEANED; D. ANY OFF -SITE CATCH BASINS THAT REQUIRED PROTECTION WILL ALSO BE CLEANED; AND E. IF ONLY THE INFRASTRUCTURE OF THE SITE HAS BEEN DEVELOPED SUCH AS SHORT PLATS AND SUBDIVISIONS, WITH BUILDING CONSTRUCTION TO OCCUR UNDER A DIFFERENT F. PERMIT, THEN THE SENSITIVE AREA BUFFERS, TRACTS, AND SETBACKS WILL BE CLEARLY MARKED. CITY OF RENTON, DEVELOPMENT SERVICES STAFF IS AVAILABLE TO ANSWER ANY QUESTIONS YOU MAY HAVE ABOUT EROSION AND SEDIMENT CONTROL AND WET SEASON STABILIZATION MEASURES FOR PERMITTED ACTIVITIES IN THE CITY OF RENTON. PLEASE CALL 425-430-7300. MATERIAL % WEIGHT % PURITY % GERMINATION CHEWINGS OR RED FESCUE 40 98 90 FESTUCA RUBRA VAR. COMMUTATA OR FESTUCA RUBRA ANNUAL OR PERENNIAL RYE 40 98 90 LOLIUM MULTIFLORUM OR LOLIUM PERENNE REDTOP OR COLONIAL BENTGRASS AGROSTIS ALBA OR AGROSTIS TENUIS 10 92 85 WHITE DUTCH CLOVER TRIFOLIUM REPENS 10 98 90 BEST MANAGEMENT PRACTICES (BMP) ALTERNATIVES MULCH MATERIAL otmury STANDARDS APPUCAT1&q /1000 SF APPLICATION ACRE DEPTH OF APPLICATION II �� STEEL FENCE POST 6' HIGH MIN. u NOTE: 1: CLIP FENCE TO GALVANIZED WIRE ® 5 FOOT ON -CENTER SPACING 2. WIRE FENCE TO STEEL FENCE POST TEMPORARY N.G.P.E. FENCE DETAIL NOT TO SCALE I:i#!F_%',A-] GRAVEL, SLAG, OR WASHED, 3/4 -1-1/2 9 CU YDS 3 INCHES FOR SHORT SLOPES AND AROUND WOODY PLANTS & ORNAMENTALS CRUSHED STONE SIZE USE WHERE SUBJECT TO FOOT TRAFIC. APPDX. 2000 LBS/CU YD. AIR DRIED, FREE FROM 75-100LBS OR 1-1/2 TO 2-1/2 MINIMUM OF 2 IN USE WHERE THE MULCHING EFFECT IS TO BE MAINTAINED FOR LESS HAY OR STRAW UNWANTED SEEDS & 2-3 BALES TONS OR 90-120 DEPTH, GREATER ON THAN 3 MONTHS. ANCHOR BY CRIMPING, COVERING WITH NETTING COARSE MATERIAL BALES STEEP AREAS OR NEAR SPRAYING WITH TACKIFIER AND/OR KEPT MOIST. PROTECTED AREAS) PLASTIC SHEETING MINIMUM 6-MIL PER CITY OF RENTON STANDARD DETAIL 213.30 ON SHEET C5 THICKNESS JUTE MAT, WOVEN N/A N/A USE ON STEEP SLOPES GREATER THAN 2:1 IN ADDITION STRAW BLANKET TO HYDROSEED OR WOOD FIBER WITH TACKIFIER. SYNTHETIC FIBER BLANKET WOOD FIBER DYED GREEN SHOULD 25-30 LBS. 1000-1500LBS IF USED ON CRITICAL AREAS, OR STEEP SLOPES, DOUBLE THE CELLULOSE (PARTIALLY NOT CONTAIN GROWTH NORMAL APPLICATION RATE. APPLY W/HYDROMULCHER. NO DIGESTED WOOD INHIBITING FACTORS TIE -DOWN REQUIRED. FIBERS) WOOD FIBER APPLIED 1.25 TONS PER USE 90 GAL/ACRE TACKIFIER FOR STEEP SLOPES LESS THAN WITH HYDROSEEDING ACRE; 2:1; 120 GAL/ACRE FOR STEEPER THAN 2:1 OR ALONE :11:atyall WOOD CHIPS TREAT WITH 12LBS (HOG FUEL) NITOGEN FERTILIZER/TON HYDROSEED USE MIX RECOMMENDED ABOVE OF 2 IN. DEPTH I DO NOT USE ON SLOPES STEEPER THAN 6% OF 2 IN. DEPTH I DO NOT USE ON SLOPES STEEPER THAN 15% USE DOT SLOPE MIX FOR STEEP SLOPES. Z 4 GRAB TENSILE STRENGTH (ASTM D4532) 2T1O LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 310% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM W241) 495 LBS. MIN. ADS [ASTM 04T511 12N45 (U.S. STANDARD SIEVE 81ZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STCRMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBfTED. 2.1 HOG FUEL ( WOOD BASED MULCH; MAY BE SUBSTITUTED FOR OR COMBINED WITH DUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION EN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREWENTING SEDIMENT FROM BEING TRACKED DWO PAVEMF NT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4- FENCING SHALL BE INSTALLED AS NI-CESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE 2.5 WHENEVER POSSiBL£. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM. COMPACTED SUBGRADE THIS CAN SUBSTANTIALLY INCREASE THE EFFECTWENESS OF THE PAD BAND REDUCE THE NEED FOR MAINTENANCE 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL 43E ADDED IF THE PAD IS NO LONOER IN ACCORDANCE WITH THE SPECWiCATIDNS. 32- IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE O.z SEDIMENT $HALL W U$FO. THIS MAY INOLUDE STREET SWEEPING, AN INCREASE IN THE DI3,1I;N$IQN$ OF THS ENTRANCE, OR THE INSTALLATION OF A WHEEL 1 IN N R T 1 T N WASH, F WASHING 8 USED IT SHALL BE D4 E 41-F AN AREA COVERED WITH CRUSHER RACK, AND WASH WATER SHALL DRAIN O A SEDIMENT RAP OR P4 P 3.3. ANY SEDIMENT THAT USED' 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 M A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BB WA,gm8D INTO THE SUMP WHEtRE 11 CAN BE CONTROLLED AND DISCKMGED APPROPRIATELY. WASH WRIER MUST 13E PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3,4- ANY QUARRY SPALLS THAT ARE LQQSENEP FRAM THE PAD AND END UP ON THE ROADWAY SHALL EW REMOVED IMMEDLgTELY. 3,5- IF VEHICLES ARE ENTERINQ CR EXITING THE SETE$ AT POINTS OTHER THAN THE CONSTRUCTIQH ENTRANCE(S), FENCING SHALL BE INSTALLED To CONTROL TRAFFIC. UNLESS OTNERWISf N01#4. imLAWFNU 1S Net TO SCALE (NTS; 4 STD. PLAN - � �, 5.10 � ti PUBLIC WORKS PPROVEO DEPARTMENT STABILIZED CONSTRUCTION[ ENTRANCE GAZ 9/28/2018 1 rmswo-�>nm r::nc, oAtl 1. ANY SITE WITH EXPOSED SOILS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) SHALL BE SUBJECT TO THE SPECIAL PROVISIONS BELOW. THESE SPECIAL PROVISIONS ARE REQUIRED IN ADDITION TO THE STANDARD ESC COVER MEASURES. THESE PROVISIONS INCLUDE COVERING ANY NEWLY SEEDED AREAS WITH MULCH AND IDENTIFYING AND SEEDING AS MUCH DISTURBED AREA AS POSSIBLE PRIOR TO SEPTEMBER 23 IN ORDER TO PROVIDE GRASS COVER FOR THE WET SEASON. 2. THE ALLOWED TIME THAT A DISTURBED AREA CAN REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO (2) DAYS, RATHER THAN SEVEN (7) DAYS. 3. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS. 4. COVER MATERIALS (PLASTIC, MATTING, ETC.) SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE. 5. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. 6. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 7. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE. 8. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE -GRAINED SOIL. BENCHMARKS: FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 2 PER COR COMMENTS DATED 6/8/20 DC 6/10/20 1 PER COR COMMENTS DATED 10/31/19 DC 12/2/19 NO. REVISION BY DATE 9. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 10. PROPERLY INSTALLED SILT FENCING IS MANDATORY ALONG THE DOWNSLOPE OF ALL DISTURBED AREAS OF THE SITE. PERIMETER PROTECTION FILTERS RUNOFF AND REDUCES THE AMOUNT OF SEDIMENT THAT MAY LAVE THE SITE. 11. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 12. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS. 13. ANY RUNOFF GENERATED BY DEWATERING SHALL BE TREATED THROUGH CONSTRUCTION OF A SEDIMENT TRAP WHEN THERE IS SUFFICIENT SPACE OR BY RELEASING THE WATER TO A WELL -VEGETATED, GENTLY SLOPING AREA. SINCE PUMPS ARE USED FOR DEWATERING, IT MAY BE POSSIBLE TO PUMP THE SEDIMENT -LADEN WATER WELL AWAY FROM THE SURFACE WATER SO THAT VEGETATION CAN BE MORE EFFECTIVELY UTILIZED FOR TREATMENT. A STRAW BALE FILTER SHALL BE PLACED AROUND THE DISCHARGE FROM THE DEWATERING PUMP. IF THERE IS NOT SPACE FOR A SEDIMENT TRAP OR 25 FEET OF SUITABLE VEGETATION, OTHER FILTRATION METHODS SHALL BE REQUIRED. 14. THE FREQUENCY OF MAINTENANCE REVIEW SHOULD BE INCREASED FROM WEEKLY TO DAILY WHERE WARRANTED. SURVEYED: TSL DESIGNED: DSC DD DRAWN: DSC DD CHECKED: DD A P P R APPROVED: DD SCALE: VERTICAL, NAVD 1988 N/A HORIZONTAL, NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY JOINTS IN FILTER FABRIC SHALT. BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS 2-.F 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRICUSEP { FILTER FABRIC III 2 MIN, 5' NL4lC. - I I POST SPACING MAY BE INCREASED I 12' MIN. TO8' IF WIRE BACKING IS USED I I 4'x4' MIN, TRENCH I ;ul BACKFILLTRENCH WITH NATIVE SOIL Li OR 3W TO 9.lW WASHED GRAVEL 2'XA' WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTE: CONTRACTOR SHALL USE BRIGHT ORANGE SILT FENCE IN ALL LOCATIONS. NOTES: 1. CONDITIONS OF USE 1.1- SILT FENCE MAY BE USED DOWNBLOPE OF ALL DISTURBED AREAS. IZ SILT FENCE IS NOT INTENDED 70 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 PCN D. Z DESIGN AND INSTALLATION SPEQRCATKMS 2.1. THE GEOTEXTILE USED MUST MEET THE_ STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. ADS (ASTM L74751I 30400 $1EVI= $I2E 18.E59-8.15mm1 FQR $ILT FILM 50-F00 SIEVE SIZE 14.30-4,15mmj FQR OTHER FABRICS WATER PERMTTRVFTY(ASTM D4491) OD2SECa1MINiMUM GRAB TENSILE STRENGTH (ASTM Q46321 160 USE.. MIN. FOR EXTRA STRENGTH FABRIC 10D LB.S. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM 3952) 30%MAX. (WOVEN} ULTRAVIOLET RESISTANCE (ASTM D4S55) 70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE 2.3. WHERE THE FENCE IS FN$TALLEC, THE SLOPE SHALL NOT BE STIFFER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4'X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 81NCHES OF THE SILT FENCE FABRIC 15 WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NM ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 25. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CDNTOURS WHENEVER POSSIBLE 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL SE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDBNT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 5.3. 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 CHANNE LIZATIQN OF FLAW$ PRRALI.FL TO THE FENCS. IF THIS OCCUR$, R£PLAC F THE FENCE QR REMOVE THE TRAPPED SEDIMENT 3A. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATEO DUE TO ULTRAVIOLET BREAKDOWN, rT SHALL BE REPLACED UNLESS OTHERWISE NUTEO, DRAWING IS NdT TO SCALE (NTS) STD. PLAN - 214.00 a� PUBLIC WORKS SILT FENCE om 912812019 1 "-IN DEPARTMENT 1p GAZ .vo-x wur mmmxraln RATE FILTER FABRIC FENCE INSTALLATION NOTES: 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES) 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES 6. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSE POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING 7. THE TRENCH SHALL BE BACKFILLED WITH 3/4-INCH MINIMUM DIAMETER WASHED GRAVEL 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY CITY OF IR"I RENTON valliv Planning/Building/Public Works Dept. R-409704 OE.Dq (n G 42009 F6'/STE�� S/08 A L ECG 9-21-20 V E !C V � � r .= O 7 .Q C W cN M ul c Q00N � i • � N dl Q 11A L\3: Lr) C Lf) +j, N /m W O V � 1- (3)N Y "t. IN COMPLIANCE WITH CITY OF RENTON STANDARDS 130 00 DEVELOPMENT ENGINEERING o 'R I w 00 r r Nathan Janders 11/12/2020 - 0 �(. TESC NOTES AND DETAILS DATE: 6/18/19 ,j. ^ v) DALPAY SHORT PLAT FIELDBOOK: DALPAY PROPERTIES, LLC. PAGE: DRAWING N0: /1 _ ~aYy W 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 C) SHEET: C4 OF: 18 L J U N O U (n Q CD CV 0 CV CV N E N U LLJ I 00 00 s= s= N CO CO CD CD CD :2 z J TIE IN b" x 4" NOTES: 1- CONDFFLi7NS qF USE I.I I- PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVMR MEASURES FOR LESS THAN 3D DAYs. 12. 'PLASTC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES 1.3. CLEAR PLASTIC SHEETING MAY BE USED OVER NEWLY -SEEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH, CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS. 1.4, THIS METHOD SHALL NOT BE USED UPELOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS INCLUDE STEEP AND UNSTABLE SLOPES. 2. DESIGN AND INSTALLATICIN SPECIFICATIONS 2.1. PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF D.OE MILLIMETERS. 2.2- IF EROSION AT THE TOE OF A SLOPE IS LIXELY, A GRAVEL BERM, RIPAAP, OR OTHn SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. 2.3 TIRES, SANDBAGS. OR EQUIVALENT MAYBE USED TO WEIGHT PLASTIC 2.4 SEAMS BETWEEN SHEETS MUST OVERLAP A MLNtMUM OF 12INCHES AND BE WEIGHTED OR TAPED, 3. MAINTENANCE STANDARDS 3.1. TORN SHEETS MUST BE REPLACED AND OPEN SEAMS REPAIRED. 3.2. IF THE PLASTIC BEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADIAT014, IT MUST BE COMPLETELY REMOVED AND REPLACED. 3.3. WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHALL BE COMPLETELY REMC VED- VN LESS OTHERVRSE NOTED, DRAWING 15 NoT Tn kAkE (NTSI STD. PLAN - 213.30 • PUBLIC WORKS PRO DEPARTMENT PLASTIC COVERING GAZ/z$/2aia G. PATE EROSION AND SEDIMENT CONTROL {ESC) STANDARD PLAN NOTES: THE FOLLOWING ISA. LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL {ESC) PLAN SET. ALL THE NOTES ON THE UST MAY NOT PERTAIN TD EVERY PROJECT THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRKLEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER- THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR. 2, THE: APPLICANT IS RFSFONSIRLE FOR OBTAtNING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGYI CON$TRUCTIQK STORMWATFR r,ENSRAL PERMIT, IF IT 1S REQUIRED FOR THE PROJECT, THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORT'S PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIRLMENTS- 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERV,ATKIN AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELI NEAT£D BY FENCING ANDI PROTECTED M THE FIELD IN ACCORDANCE VYFTH APPENDIX D OF THE CITY OF RENTON $URFAGE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION- PQRING THE CONSTRUCTION PERIOD, NO DISTURBANCE 13FYON1) THE CLEARING LIMITS $HALL BE PERMTTTE-P. THE CLEARtNIG UM ITS SHALL BE MkNTAINED I3Y THE AFPLICANTfESG $UPFR"$QR FOR THE DURATION OF CO N37RUCTION. S. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURA71ON Of THE PROJECT ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHI_EL WASH SYSTEMS OR WASH PADS, MAY 8E RECUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT ThIE END OF EACH DAY, OR MORE FREOUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE S. WASHOUT FROM CONCRETE TRUCKS $HALL BE PERFORMED OFFSFTE OR IN DESIGNATED CONCRETE WASHOUT AREAS DNLY. DO NOT WASH CUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. CRq-SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUTAREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING ANDIOR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLPARiNG ANDIOR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON�SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SR£ HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EMST, THE IMPLEMEWATIOH, MAINTENANCE, REPLACEMENT, ENHANCEMENT. AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILFTY OF THE APPLICANT- S. ANY HAZARDOUS MATERIALS OR LIWIO PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RU NOFF SHALL BE DISPOSED OF PROPERLY. B, THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM RECOUIREMENTSTO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL SE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAYBE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING ORAI:JAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN- SIZE NOR LOCATION OF PIPES, RESTRJCTORS, CHANNELS, OR STORMWATER FACILRIES- 11. ANY DEWATERING SYSTEM NECESSARY FQjR THE CONSTRUCTION OF $TORMWATER FACILITIES SHALL 5E SUE3MFFFED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS. INCLUDING ROADWAY EMBAN4MENTS. THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON JOCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON IMAY 1ST THROUGH SEPTEMBER BOTH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G.- SEEDING. MULCHING. PLASTIC COVERING- ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13, WET SEASON EEC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY, 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REOUIRING EMMEDIATI=ATTENTION. SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAI NTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOUR$ FOLLOWING A.STORNI EVENT. INSPECTION AND MAINTI=NAUCE SHALL OCCUR MORE FREQUENTLY A$ REQUIRED BY THE CITY 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PUN 21S.30 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 INLET WILL BE CONVEYED TO A SEDIMENT POND DR TRAP ALL CATCH BASIN INSERTS SHALL DE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2V3 OF THE CAPACITY OF THE CATCH BASIN SUMP ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 19. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLiNra BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY fl-INCTION AS AN INFILTRATION SYSTEM LN ITS PERMANENT STATE. THE TEMPORARY FAC ILTTY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FAC ILITY, 19. AREAS DESIGNATED ON THE PLANISI CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE IMPS tAMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT- ETC,I SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATEDN AND COMPACTION DURING CONSTRUCTION 20. PRIOR TO THE HEGINNING OF THE WET S&MM (O6TOSER 1ST), ALL DISTURBED AREAS SHALL SE INSPECTED 70IDENTIFY wKICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTUf36ED ARFAS SHALL B£ SOOD110 OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE. THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE. ALL ESC BMPS SHALL BE REMOVED. AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES. AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED- AT A MINIMUM. DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22 ROCKERIES ARE CONSIDERED TORE A METHOD OF BANK STABILIZ.ATLON AND EROSION CONTROL ROCKERIES SHALL NOT BE CONSTRUCTED TD SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGH7S-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CRY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WRY SHALL BE CONSTRUCTED IN ACCORDANCE WFTH THE INTERNATIONAL BUILDING CODE. UNL555 PTHE RWISF NOTED, DRAWING 15 NOT TO WAL T ,NT'.; STD. PLAN - 268.p0 URIPUBLIC WORKS EROSION AND SEDIMENT CONTROL DEPARTMENT STANDARD PLAN NOTES GAZ 9/28/2018 1 Rdlti WwYr Adni•"svKa DATE INFLOW KEY DIVIDER INTO SLOPE TO PREVENT FLOW AROUND 8115ES _ POND LENGTH {3 TO 6 THE MAY POND WE SILT FENCE OR EQUIVALENT DIVIDER - RISER PIPE - TESC NOTES AND DETAILS OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 47 TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON F-IERGENCY OVERFLOW SPILLWAY DISCHARGE TO STABILIZED CONVEYANCE. OUTLET, OR LEVEL SPREADER CREST OF RISER PIPE IPRINCIP,AL SPILLWAY}_ EMERGENCY OPEN AT TOP WITH TRASH RACK SPILLWAY 6'MIN . 12"MIN. DEWATERING DEVICE ISEE RISER DETAIL. STD. PLAN 216.10} APERVIOUS MATEAL$ SUCK AS GRAVEL 12, RI OR CLEAN SAND SHALL NOT BE USED 35 a WIRE -BACKED SILT FENCE, STAKED MtN iAy HAY BALES WRAPPED WFTH FILTER TY, FABRIC. OR EQUIVALENT DIVIDER DEWATERING ORIFIGE - / 1 DISCHARGE TO STABILIZED CONCRETE BASE CONVEYANCE. OUTLET. OR LEVEL SPREADER NOTES: 1. coHo1TION OF USE 1 ; A SEDIMENT POND SHALL BE USED WHERE THE CONTRIBUTING DRAINAGE AREA IS S ACRES OR MORE. 2. DESIGN AND INSTALLATION SPEC IFLCATIONS 21 THE POND SHALL BE DIViDFO INTO TWO ROUGHLY EQUAL VOLUME CELLS Sr A PERMEABLE DIVIDER THAT WILL REDUCE TURBULENCE WHILE ALLOVWNG MOVEMENT OF WATER BETWEEN CELLS. THE DIVIDER SHALL BE AT LEAST ONE HALF OF THE HEIGHT OF THE RISER. WIRE - BACKED- 2-TO 3 FOOT HIGH, EXTRA 13TRENGTH FILTER FABRIC SUPPORTED BY TREATED 4"X4^a MAYBE USED AS A DIVIDER, ALTERNATIVELY, STAKED STRAW SALES WRAPPED WITH FILTER FABRIC MAY BE USED. 22. EF THE POND IS MORE THAN 6 FEET DEEP, A DIFFERENT MECHANISM MUST BE PROPOSED. 2.3. TO AID IN OF SEDIMENTDEPTH, ONE -FOOT INTERVALS SHALL BE PROMINENTLY MARKED ON THE RISER 3. MAINTENANCE STANDARDS 3-1. SEDIMENT SHALL BE REMOVED FROM THE POND WHEN FT REACHES 1 FOOT IN DEPTH, 3.2 ANY DAMAGES TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPAIRED. uNUS5 GIHERWIS[ N011D. PK AWM5IS Nut Tp SCALE ENT51 STD. PLAN - Z16.00 \ PUBLIC WORKS SEDIMENT POND PLAN VIEW AND PERDUE❑ DEPARTMENT CROSS SECTIONS GAZ 9/28/2018 . . ............ ,i... DATE PROVIDE ADEQUATE STRAPPING POLYETHYLENE CAP --1 •I PERFORATED POLYETHYLENE DRAINAGE TUBING. DIAMETER 2" MIN. LARGER THAN CORRUGATED DEWATERING ORIFICE. TUBING SHALL METAL RISER COMPLY WITH ASTM F667 AND AA$HTO M294 ------ r 3.5' MIN. WATERTIGHT COUPLING r TACK WELD /""TIT DEWATERING ORIFICE SCH AO STEEL STUB, MIN. 6' MIN. DIAMETER AS PER CALCULATIONS IN SECTION 0.2.1.5.2 OF THE CITY OF R€NTC" SURFACE WATER DESIGN MANUAL. C � e A Y 1rMIN. CONCRETE BASE . {ALTERNATIVELY, METAL STARES AND WIRE MAY BE USED TO PREVENT FLOTATION} 4 A -0 G a a -� 2 x RISER DIA- MIN. �- NOTES- 1. SEE CONSTRUCTION PLANS FOR EPECIRC PROJECT REQUIREMENTS. UNLESS WKERWI5E NOTED, DRAWING 15 N1111 TO SCALE ENTS} STD, PLAN - 216.10 a� PUBLIC WORKS PER❑ .17- �11 DEPARTMENT SEDIMENT POND RISER DETAIL GAZ 9/28/2018 G ruu��wmis aamnnramGATF I IVI I14. TEMPORARY ROAD X-ING SWALE NOT TO SCALE BENCHMARKS: FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF 2 PER COR COMMENTS DATED 6/8/20 DC AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 PER COR COMMENTS DATED 10/31/19 DC STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 NO. REVISION BY �Y SPALLS s MAX DRAINAGE GRATE TRIM GRATE FRAME _ OVERFLOW BYPASS BELOW INLET GRATE DEVICE SEDIMEWr AND DEBRIS ' FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWNI RETRIEVALSYSTFAI (TYP.) 1 - I OVERFLOW BYPASS flYP.) -BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1, PROTECTICN SHALL BE PROVIDED FOR ALL STORM DRAIN INI-ITS DOWN.SLOPE AND WITHIN Ep❑ FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT FNTER5 THE CATCH BASIN WILL BE CONVEYED TO A SE41MEW 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 IBIGDI FOR THE STORMWATER STRUCTURE IT WILL SERVICE S. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). S, THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7, PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION"I.A15). 5, ANY SEDIMENT 1N 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. LJNLE55 GTR ERWI5E NOTED, DRAWING 15 NOT TO SCALE INTSI STD, PLAN - 216.30 PUBLIC WORKS ZONE); DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 r.uaw�u wKa�o.or DATE 2 2 MAX LEVEL BOTTOM MAX.1 1 12' Mlw. i -�- 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. 1.12. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELOW. AWRAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH ZIIFI;1V(OR LESS) 3-5Y6 390 FEET (10 TO 20)H:1V 5-11y96 200 FEET I4 TO 19}1-1 iv 1♦}2$% 1013 FEET i2 TO AN-1V 25-SD% 5O FEET 2. DESIGN AND INSTALLAMM SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H;IV WLTH MORE THAN 10 FEETOF VERTICAL RELIEF BENCHES MAY RE CONSTRUCTER OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRED MEASURE MUST SE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELCICRY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWAL£S SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMNtEDIATELY- 3.2. IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF. THE CAPACITY ANDJOR FREQUENCY OF THE SWALES SHALL BE INCREASED. UNLE55 OTHERWISE NOTE❑, URA WING 15 NDY 10 SCALE INTs; STD. PLAN - I17.10 PUBLIC • DEPARTMENT OINTERCEPTOR SWALE RKS PPGAZ 9/28/2018 1 ruu�Lwoil„Ior..,,uumi DA7F R-409705 OFE. W D H Cn kSlo 42009/STA L ECG 9-21-20 ui u Y^^I 7-3 • i vi 'O D if C W cN � C M Q 00 f V � Mc: � nOd1fV Q IA C L-0 +j, N /m W O U � a) Y N "t I- IN COMPLIANCE WITH CITY OF RENTON STANDARDS L' Po 00 00 DEVELOPMENT ENGINEERING o rZ' Nathan Janders 11/12/2020 Q�(. SURVEYED: SCALE: DATE: ^ O TSL VERTICAL NAVD 1988 83/1 TESC NOTES AND DETAILS / / HORIZONTAL, NAD 1983/1991 6 18 19 DESIGNED: N/A o CITY 0 DS`. FlELDBOOK: DALPAY SHORT PLAT �-' �RENTON 6/10/20 DD D": Dsc . DALPAY PROPERTIES LLC. PAGE: ONE INCH DATU M 1 DRAWING NO: 12/2/19 DD CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 4033 N.E. SUNSET BOULEVARD 1--4DD W IF NOT ONE INCH DATE APPR APPROVED: D �� SCALE ACCORDINGLY RENTON, WA 98059 SHEET: OF: 1^ a A 0i 0 CV O cV CV E 0 I. 00 00 a) Q) Q) i 00 00 i 0 0 O w j z � J � GRADING PAVING AND DRAINAGE PLAN O d., OF DALPAY PLAT SHORT Q A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP H 1w=20' 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 0 10 20 40 777 / ---. 31 X o 41tl—�zz -_---_-_-� -�5 G I r,— J v �( ✓ v r r�v " I �c �'� I nc v`' v'v I NO PARKING I " ItSIGN M M I �``,e�(•` I t^ lcJ STORM VAULT „ WATER METER nv TOP=416.69' T-, ++ r, _, RIEI�S Q r` v_' �I EX. PRIVATE 20' ACCESS II II III III 5i IIII rn D u` SDMH ^ FND. REBAR RIM=417.49' UTILIT Y EASEMENT ASEMENT PER r`nc""` ^r, r�nc ` � &CAP CNW HOLDING MANHOLE ELDYKE II SHORT PLAT LS#CB TYPE 1 240016 BOTTOM CENTER=397.49t 1REC#20110316900007 Tx FNDREBAR 0E OF (APIOX. LOCATION ONLY)&CAP CNW LOT CORNER RIM=424.07' FND. REBAR 416.E N J \ JIE 12" PVC N=421.47' & CAP CNW #40016 L#18913 TW=418.50 MATCH qX.IE 10" PVC W=421.64' 0.SX0S � 4N0.5W FND. REBAR BW=417.00 10 J BOTTOM=420.85' OF LOT CORNER STORM VAULT OF LOT CORNER & CAP 1PROPOSED ROCKERYS#406 CONC. WALL TOP=416.70' ±416.6 4' WOOD F NCE S01'03'23"W 420.11' NO PARKING SIGN MATCH EX. ; ` WOOD FENCE N //III lI I o '_-II /\o % 3TIRE 2QQ% 62w%— 9— 2 O WALL o oI f rW�421.01 0.00 / o 0 TW-420. 0 0.3 0.3 7% A o/—'BW=418. 0 L � `3 ASSUMED HOUSE 0 c"i416.00 416.00 FOOTPRINT 0s4.43.7%° ° 416.00 9' 0 � 0 4 CB 0 4I16.00'0�2 ° MIN FF=417.0 POSSIBLE SOIL I RoI \-- —-�\ i t_ � /\ PER/h� K, � o�TEST .414. IE 18" PVC 41ero o 414.69 FF=417.0 =412.61' 416 o \0 z° O/--_---- �4o LOT LINE (TYP.)M—M M—M—M I DILATION VA E, G AO� 5 o ° v ° <DRAINS OFF PMI o -�EX. BL cOOIL ESI F27.26 Is J7.58 _ 410\ 427.64 -427.44 \ PO WATER 428.02 CTI R O WATER 428— METER too METER NAGGSCB 0 ST A / / /406---I Iinl,o POS °rpA 4PEJ TEST w o \ I8 428.00Q ° ° ¢08 060o 0z w 1 0" O 406 OO O NCID O Ag � J4p\w �? AINAG FACILI QIQ Of c"I N o /SEE EET =w 2� MIN FF-429.0 co \\/o N o o z 00 w U N ? OO %L O _ WO ° ° SS —sS —sS SS FENCE 17E 1_/ss SS —Ss —Ss Ss SS — — — — — — ROPERTY E /yg 8 41 3 g�6 �sg 2 0.2'N ° 01' 34 E\9. 4394— ti g/ 0 ° wo / Y v n I I KEYNOTES: 10 SAWCUT EX. ASPHALT AS SHOWN. PROVIDE SMOOTH TRANSITION WITH NEW ASPHALT. O2 PROPOSED PAVED DRIVEWAY. O3 PROPOSED PAVED PRIVATE ACCESS TRACT SEE SECTION DETAIL ON SHEET C8 ® PROPOSE CATCH BASIN TYPE 1 PER DTL 200.00 ON C9 O5 PROPOSE CATCH BASIN TYPE 2 PER DTL 201.00 ON C9 © PROPOSE OVERFLOW STRUCTURE PER DETAIL ON C11 O7 CONNECT LOTS TO STORM SYSTEM WITH PERFORATED STUB -OUT CONNECTION PER STD PLAN 263.40 ON C11 B BENCHMARKS: FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF 2 PER COR COMMENTS DATED 6/8/20 DC AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 PER COR COMMENTS DATED 10/31/19 DC STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 NO. REVISION BY SURVEYED: TSL DESIGNED: DSC 6/10/20 DD DRAWN. DSC 12/2/19 DD CHECKED: DD DATE APPR APPROVED: DD SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NOTE: CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON V'R Planning/Building/Public Works Dept. 1 ROCKERY SJ-1 lr �J 42009 STE�� �_1uNAL ENG\ 9-21-20 • � � 3 ��•� r � W C N � M i Q ON N Q = L\3:Ln Ln 4 -r N m m O U cq 00 r- R-409706 IN COMPLIANCE WITH CITY OF RENTON STANDARDS a 00 00 DEVELOPMENT ENGINEERING 4 I � SURFACE WATER UTILITY Nathan Janders 11/12/2020 � jfarah 11/13/2020 Uo p DATE: GRADING, PAVING AND DRAINAGE PLAN 6/18/19 cn m DALPAY SHORT PLAT FIELD PAGE: DALPAY PROPERTIES LLC. f DRAWING N0: 00 4033 N.E. SUNSET BOULEVARD I -a �-! RENTON, WA 98059 SHEET: �� OF: 18 e, U V E 00 00 a) Q) i 00 00 O O CD z J � L� I� 4' 4' 4 4 4( 4( 31 a 3! 3! 3, 420 415 410 405 400 395 CV Ln 1"=10' 0 5 10 20 DETENTION FACILITY DATA: DETENTION POND MINIMUM TOP OF POND EL=410.0 100 YR WATER SURFACE EL=409.35 EMERGENCY OVERFLOW EL=409.48 STATIC WATER SURFACE EL=405.5 DETENTION POND VOLUME REQUIRED = 4,539 C.F. DETENTION POND VOLUME PROVIDED = 5,279 C.F. LENGTH TO WIDTH RATIO= > 3:1 ELEVATION AREA (SF) INCREMENTAL VOLUME TOTAL VOLUME 405.5 685 0 0 406.0 886 393 393 407.0 1,341 1,114 1,506 408.0 1,868 1,605 3,111 409.0 2,468 2,168 5,279 DETENTION POND PLAN AND SECTIONS OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON wwwr.ai� -- -J1 ��wa• rrrr► �r-1-\-w-71 7r-1---1�1-r i == wwtY==-==:=1-==:=-�.-.-.-1-- -- - -JJ:.:IJ_C7:.9aillJ• rrr��al r r_•a ■ r'.wr �.iil�i_1�i�www/iSJS7►. _i���►�7�J•�ww_I�li:..1111U_I.1\ .:5•:al-1. 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GRADE• N LINE-- 'EX. 31+00 420 415 410 405 400 395 0 0 420 415 410 405 400 395 425 420 415 410 405 .'100 395 390 385 380 375 RIP RAP PAD DETAILS ALL RIP RAP PADS SHALL BE MIN. 4' WIDE x 8' LONG x 1' DEEP, USING THE GRADATION SPECIFIED BELOW: RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: PASSING 8 INCH SQUARE SIEVE 1007 OR MAXIMUM STONE SIZE 8" PASSING 6 INCH SQUARE SIEVE 40-60% OR MEDIUM STONE SIZE 6" PASSING 2 INCH SQUARE SIEVE 0-10% OR MINIMUM STONE SIZE 2" � a 2%' ~ % � I F- I / I I I I NOTES: - -� 1. ALL PIPES, STRUCTURES, AND FACILITIES 2 I 2%a �� `27. PRIVATELY MAINTAINED UNLESS / OTHERWISE NOTED. I2. / DETENTION POND SHALL BE BUILT IN ACCORDANCE WITH CITY OF RENTON I STANDARD PLAN 234.00 ON SHEET C11 _ -.- -- / ASSUMED HOUSE / \ \ FOOTPRINT (TYP.) 3. REFER TO SHEET L3 FOR TRACT B \\ LANDSCAPE PLAN. // 12' WIDE (TYP.) / GRAVEL ACCESS ROAD / 12% MAX. SLOPE / \ PER COR STD PLAN \\ 234.50 ON SHT C11 j / \ I / _ I 1 I ATER CONTROL POND N IG S ID PLAN I 5ER C .3 N 11 / PROPOSED i ,' ,� B PROPOSED LOT LINE POND FENCING PER STD PLAN 234.40 ON SHEET C11 I 3:1 LOT LINE OIL/WATER r - / SEPARATOR-. `---- �� ----- --- I \\ `� c14 SEE DETAIL ' SHT C9 \ \ �0,410 N \ FLOW CONTROL - STRUCTURE PER COR STD PLAN L408 i- -- - ------------- - \ 237.00 ON SHEET C1 1A\IE-405.5 r� �\ \ 7- .. O \ \\ '\ PONE) BOTTOM 41 z \ \ `b <' , EL-405.00 i \ \ `� 6\ IE=4IPO \ / TRACT C g'° \\ \� EMERGENCY \ OVERFLOWGROWTH 0 ECTIOf� AREA �� \� STRUCTURE \ \ O \ `� PER DETAIL '406\ �\ oo 40 ON SHEET C11 p' , A \ 8' \ \ O 1 \ \ \ �0 TRACT B 12+00 12+20 4j4 416 420 \ \ \ 402 \ B V DRAINAGE FACILITY \ o oo �� O ��, \ 415 R \ \ �\ \ \ DAYLIGHT PIPE AT^ EL=405.18E Tlr-uTl Inlr Q l I l I orATrn FA KL 410 \ ��� \ AND WALKED WITH CITY OF �\ \ \ \ O RENTON STAFF AND \ -� \ �9 0 \ \ O O \ APPLICANTS ARBORIST PRIOR A \ \ TO CONSTRUCTION. 405 ��� \ \ NOTE: ARBORIST SHALL BE �\ PRESENT DURING EXCAVATION �\ \ O 406 D 409707 �� O AND INSTALL STORM LINE 400 �0 PROV E'PIPE ANCHORS -WITHIN DRIPLINE OF TREES. \ \ r n \ IN COMPLIANCE WITH CITY OF RENTON STANDARDS o PER DETAIL ON SHEET 11 B A \INSTALL GABION ENERGY \ DISSIPATER PER DETAIL \ \ \ SON SHEET 11 B � 40+00 41+00 FLAGGED EDGE OF STREAM BENCHMARKS: FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF 2 PER COR COMMENTS DATED 6/8/20 AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 PER COR COMMENTS DATED 10/31/19 STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 NO. REVISION �42009 � 'S<IONA L ENG\ 9-21-20 • o rw � � 3 = O C � � � W � N O M i Q0oN o M : Q L\�L0 Z- C Ln +-,' N m m O V N Or I` Y Ln H: 1 "=20' V: 1 "=10 0 EX. GROUND @ SECTION LINE PROP. GRADE @ SECTION I �04 0, �l Ln SURVEYED: TSL DESIGNED: DSC DC 6/10/20 DID DRAWN. DSC DC 12/2/19 DID CHECKED: DD BY DATE AP P R APPROVED: DD SCALE: 1 "=10' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY C� a00 DEVELOPMENT ENGINEERING 4� I SURFACE WATER UTILITY Nathan Janders 11/12/2020 jfarah 11/13/2020Ucb VERTICAL: NAVD 1988 . DATE: HORIZONTAL: NAD 1983/1991 CITY 0 F DETENTION POND PLAN AND SECTIONS 6/18/19 Ill m OR RENTON DALPAY SHORT PLAT FIELDBOOK: 1 DALPAY PROPERTIES LLC. PAGE: DATUM 1 DRAWING No: a Planning/Building/Public Works Dept. 4033 N.E. SUNSET BOULEVARD U RENTON, WA 98059 SHEET:C7 OF: �^ W U In 75 0 N 0 N Lo Q) E Q) C) 0 0 00 00 :T Q) Ev DO CO co 0 CD CD Lu z J SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL 13E I14CORPQRATTFD LN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LISTMAY NOT PERTAIN TO EVERT PROJECT THE APPLICANT OR OWNER, HERESY REFERRED TO AS APPLICANT. MAY STRIKE OUT IRRELEVANT NOTES IF NQTAPPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF PENTON. HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3 ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED ADD CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDN1), RENTON MUNICIPAL CODE (RMC), ANO THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FRAM THE ABOVE REQUIREMENTS FOUND IN THE FLANS. ALL CORRECTIONS SHALL BE AT NO ADDFEIONAI- COST TO THE CITY 4. APPROVAL OF THE ROAD, GRADING. PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER. sEWER, GAS, ELECTRICAL ETC.I. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TD CONSTRUCTION. YTTE SURFACE WATER DRAINAGE SYSYEM SHALL BE CONSTRUCTED ACCORDING TO THE ,APPR,0VE❑ PLANS- ANY DEVIATION FROM THE APPROVED PLAN$ WILL REQUIRE COORDINATION FOLLOWED BY 00R3TTEN APPROVAL FROM THE CITY. 5 A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS B TFIE LOCATMS OF ALL EXISTING UTIL17I1ES SHOWN HEREON HAVE BEEN ESTABLISHED SY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN. AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES M07 SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT ORAWINOS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES 70 THE APPROVED PLANS THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAVD B8 AND HORIZONTAL.DATUM SHALL BE NAD 83 TWA STATE PLANE. NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8 ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 9S 1 MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)0 - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS. ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY 9 OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVE6 BY THE CITY AND NOTED ON THESE APPROVED PLANS -ANY OPEN OUT SHALT BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANPARDS- 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION WHERE SHOWN ON THE PLANS OR WHERE DiRECTF0 BY THE CITY- THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CON=UCTW3N ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. T1415 SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE POi1NDATION MATERFAE, 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, LFNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CLTY STANDARD PLAN 221I.01), 220.10, AND 220-20. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1. 2- OR 5INSIDE AND OUTSIDE 14. ALL DP U14AGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE PITTED WITH DUCTILE IRON, BOLT-LOMNG UOS PER THE CITY STANDARD PLAN 294.10, 2G4.2D, 23D4.30, AND 204.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND. SOLIO LIDS WHEN NOT COLLECTING RUNOFF. AND OUTSIDE OF THE ROADWAY. • ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF. AND LOCATED WITHIN THE ROADWAY. BUT OUTSIDE OF THE CURBIGUTTER LINE. • RCIUI40. $OLIO LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY, PRIVATE STRUCTURE LIPS OUTSiQE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SiiALL NOT DISPLAY THE CITY LOGO. 15- BUILDINGS AND OTHER STRUCTURES ST-IALL BE PLACED IN ACCORDANCE WITH TABLE 4 1 EASEMENT WIDTHS ANO BUILDING SETBACKS LINES OF THE RENTON SWDM 18, IUOS OF MANHOLESICATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALi MANHOLE+CATCH BASIN RIME SHALL BE ADJUSTED TO BE FLUSH WKTH FINAL FINISHED GRADES. UNLESS 07HERWISE SHOWN 17- ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY MGHT•OF•WAY SHALL BE OF SUFFICIENT LENGTH 70 PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOttDAM OF THE DITCH. UNLES5 WHERWISE NQTEU, PRAwING IS NOT 19 $CALK IN I'.; STD, PLAN - 267.DO ti PUBLIC WORKS SURFACE WATER STANDARD PLAN FPR p: GAZ 9/r?8/2018 { DEPARTMENT NOTES (1 OF 2j rumr woi.a ..,en,nc, DATE SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING L4 A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT. MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICAEILE TO THE PROJECT HOWEVER. THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE AIDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. is. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, YYHERE REQUIRED. SHALL BE OF SOUND OuARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (S) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS . 4.8 INCH ROOK I4C • 70% PASSING; • 2 -4 INCH RACK I WO 40% PASSING; AND • LESS THAN 2 INCH ROCK I ID - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKE D'STORM' SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 22T.DD. 11. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SWILL BE PROVIDED 70THE CITY PRIOR TO CONSTRUCTION. 22- ALL NEWLY -INSTALLED AND NEWLY- REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCARDENQ TO THE CITY $TANPARU PLAN 2W.04. CCTV IN$PECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL "ROJECTCURBS, GUTTERS ANWOR PAVEMENT. _s. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WiTH SECTION 1-u4-3(1) OF THE WSDOT STANDARD SPECIFICATION_ AND IN THE PRESENCE QX A REPRESENTATIVE= CIF THE CITY. STORM GRAIN s7uB5 SHALL RE VESTED POR ACCEPTANCE AT THB SAME LIME YHP MAIN StufW IS TESTED. .:a FOR ALL DISTURBED PERVK)US AREAS.COMPACTED. GRADED. LANDSCAPED, ETC.k OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL Oft AMEND THE SOIL WITH COMPOST IN AOCORDANCE WITH STANDARD PLAN 264.90. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY ODES NOT RELIEVE THE APPLICANTOF THE CONTINUING LEGAL OBLIGATION AN01OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CS ODES NOT ACCEPT ANY OBIIGATIOG FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OI THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORN(MCE OF WORK SHALL BE PROVIDE➢. ANY WORK WITHIN THE TRAVELED RIGHT-CF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-19 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27 PROJECTS LOCATED WITHIN THE CfWS AQUIFER PROTECTION AREA IAPA) SHALL COMPLY WITH SPECIAL REQUIREMENT * OF THE RENTON SWUM AND AQUIFER PROTECTION REGULATIONS IRMC 4,3.OW. 29. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASINIMANHOLE LIDS. CL£ANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES. BIKE LANES, SiDEWALK5. ANQ CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE- ANY SURFACE APPURTENANCE PLACED IN A SOELNALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NC44-SKIO LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PuKJC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT 30. MINIMUM COVER OVER STORM OR)UNAGE PIPE SHALL CONFORM TO TABLE 4,9-1A2 OF THE REWON S+NOM. 11 CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 1D MINUTES. COMPLIAI4CE WITH THIS MINIMUM BATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT JS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,UD6 SOUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C17D1 SHALL BE CONDUCTED. FOR LARGE AREAS IE-G., PARKING ARILS), TESTING Oa5ERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST, PERMEABLE PAVERS SHALL BE TESTER USING ASTM G1761. UNLESS driMEFEWISE NCM. PRAWANG JS NDTTP SCALE INTS4 STD. PLAN - 267.10 PUBLIC WORKS SURFACE WATER STANDARD PLAN PPR DEPARTMENT NOTES (2 OF 2) GAZ/zs/2o1a I PUNT, WM4, Aammixraiiii DATE ROAD DRAINAGE NOTES AND DETAILS OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E.7 W.M. CITY OF RENTON7 KING COUNTY, WASHINGTON TRENCH WIDTH. SEE NOTE 3 PIPE ZONE BEDDING AND BACKFILL, SEE NOTE 4 - FOUNDATION LEVEL 8" 14101 �1111111111A� -1 POuNDA7fON MATERIAL, 1 IF REQUIRED, SEE MOTE 5 I 1Y CIRCULAR PIPE PIPE ZONE BEDDING AND BACKFILL, SEE NOTE 4 - FDUNDATION LEVEL - RIGID PIPE NOTES: 1. PIPE COMPACTION LIMITS SHOWN ON THIS PLAN ARE FOR PIPE CONSTRUCTION IN AN EMBANKMENT FOR PIPE CONSTRUCTION IN A TRENCH, THE HORIZONTAL LIMITS OF THE PIPE COMPACTION ZONE Si•IALL BE THE WALLS OF THE TRENCH- 2. O.D. IS EQUAL TO THE OUTSIDE DAMETER OF A PIPE OR THE OUTSIDE SPAMF OF PIPE-ARCH- 3. SEE STANDARD WSOOTIAPWA SPECIFICATIONS SECTION 2-09.4 FOR TRENCH WIDTH. 4. PIPE ZONE BEDDING A14D BACKFILL MATERIAL SHALL BE PLACED IN 6" LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENsrTY. 5 EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOTIAPWA SPECIFICATIONS SECTION 9-03.17. GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT "3.12(3)} I / n OR MAINTENANCE ROCK (WSDOT9.03,9(4)) TRENCH WIDTH, SEE NOTE 3 SPAN FOUNDATION MATERIAL, IF REoul ED, SEE NOTE 5 6" RISE 6" MINIMUM ALLOWED IN ZONE 1 PIPE TYPE COVER (� PUBLIG7 PRIVATE? OF THE APA7 CORRUGATED 2.0 YES YES YES STEEL PIPE SPIRAL RIB STEEL 2.0 YES YES YE$ PIPE PLAIN CONCRETE PIPE IPCP} 20 NO YES NO REINFORCED CONCRETEPIPE 1-0 YES VES NO (RCP) CORRUGATE D OR SPIRAL RIB 2.0 YES YES NO ALUMINUM PIPE DUCTILE IRON PIPE 1.0 YES I YES YES CRCULAR PIPE DIAhIETER MINIMUM DISTANCE BETWEEN BARRELS 12-TO 24" 12' 3a"TOSS' DIAPAFT R)3 142' TO 1ED" 49' PIPE -ARCH SPAN NINIMLPJ DISTANCE BETWEEN BARRELS 12'TO 3E' 12, 4Y To 142' SPAN 1 3 148, TO 165' 48' UNLESS 0749 OSE NGTEP, DRAWING 15 NOT TUSCALE (NTS) Sid. PLAN - 220.01D • PUBLIC WORKS PIPE ZONE BEDDING AND APPOEM DEPARTMENT COMPACTION - RIGID] PIPE GAz 9/2$/2418 wwxwu"x:n��orxo DATE SOILS REPORT NOTES: 1. THE FOLLOWING SOILS REPORT FOR THE SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: SOILS REPORT: GEOTECHNICAL ENGINEERING STUDY BY EARTH SOLUTIONS NW LLC PROJECT NUMBER: ES-4208 DATE: MOTH DAY, DECEMBER 23, 2015 GEOTECHNICAL ADDENDUM BY EARTH SOLUTIONS NW LLC PROJECT NUMBER: ES-4208.01 DATE: MONTH DAY, FEBRUARY 13, 2017 RESPONSE TO REVIEW COMMENTS BY EARTH SOLUTIONS NW LLC PROJECT NUMBER: ES-4208.01 DATE: MONTH DAY, FEBRUARY 21, 2018 PREPARED BY: EARTH SOLUTIONS NW, LLC 1805 136TH PLACE NE, SUITE 201 BELLEVUE, WA 98005 (425) 449-4704 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. I SEE STANDARD PLANS 110, 110-1. 510.2. AND I I I FOR PAVEMENT RESTORATION REQUIREMENTS SURFACE RESTORATION AS � SPECIFIED IN CONTRACT DOCUMENTS 12" MIN EXIST3NG PAVEMENT SURFACE UC6 I.-6z6 ., ;•,.'., ;•. pg B' MIN.. SEE NOTE 4 NEAT LINE TRENCH 'CRUSHED SURFACING TOP COURSE" PER WSPQT STP. SPEC 9-DB.9131, COMPACTED TO95%OF MAXIMUM DENSITY 'CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-D3.9{31, "BANK RUN GRAVEL FOR TRENGH BACKFILL" PER WSDOT STD. SPEC 9-D3-19, OR "GRAVEL BORROW PER WSDOT STD. SPEC S-03.14(l). COMPACTED TO 95°%, OF MAXIMUM DENSITY BENCH AS NEEDED FOR SHORING SYSTEM WHEN DEPTH IS 4' OR GREATER FIPE PIPE ZONE REDOING AND BACKFILL i PER STD. PLANS 220.00 AND 220.10 � $F{ NOTFI UNPAVED AREAS I PAVED AREAS I NOTES: 1 SEE WSDOTIAPWAS7ANDARO SPECIFICATIONS SECTION 2-09.4 FOR VEASUREM€NT OF TRENCH WDTH 2. EXCAVATIONS OVER 4" DEEP SHALL COMPLY WITH THE PYETY STANDARO DESCRIBED IN CHAPTER 295-155 PART N OF THE WAC- 3. MAXIMUM BACKFILL DEPTH A13OVI" PIPE SHALL NOT 9t EXCEEDED, AS DETERMINED BY PIPE MANUFACTURER. 4. IN PAVED AREAS, IF PEP£ HAS LESS THAN 3' OF COVER, USE -CRUSHED SURFACING TOP CQURS£" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS GTHtSWISE NOTED, DRAWING 15 NOTTiD SCALP IWO STD. PLAN - 220.20 (P PUBLIC WORKS T~ . URDEPARTMENT TYPICAL TRENCH AND BACKFILL P I>'. GAZ 9/28/2019 DATE 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR DETERMINATION. 4. A REPRESENTATIVE OF THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO HIS/HER SATISFACTION. 5. THE SOILS ENGINEER SHOULD BE NOTIFIED AT LEAST FIVE (5) WORKING DAYS PRIOR TO ANY SITE CLEARING OR GRADING. 6. SOILS PLACED IN STRUCTURAL AREAS SHOULD BE PLACED IN LOOSE LIFTS OF 12 INCHES OR LESS AND COMPACTED TO A RELATIVE COMPACTION OF 90 PERCENT, BASED ON THE LABORATORY MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D-1557). FOR SOIL PLACED IN UTILITY TRENCHES UNDERLYING STRUCTURAL AREAS, COMPACTION REQUIREMENTS ARE DICTATED BY THE LOCAL CITY, COUNTY, OR UTILITY DISTRICT, AND IN GENERAL ARE SPECIFIED AS 95 PERCENT RELATIVE COMPACTION. STRUCTURAL FILL PLACED WITHIN THE UPPER 12 INCHES OF SLAB -ON -GRADE AND PAVEMENT SUBGRADE AREAS SHOULD BE COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 95 PERCENT. BENCHMARKS: FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF 2 PER COR COMMENTS DATED 6/8/20 DC AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 PER COR COMMENTS DATED 10/31/19 DC STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 NO. REVISION BY 20' *MINIMUM ROADWAY CROSS SECTION NOTE: 4" MIN HMA OVER 6" MIN CRUSHED ROCK TYPE 'A' TYPE ]" 0 45' CHAMFER ALL AROUND TOP FAINT TOP 5" WHITE ALL AROUND PRESSURE TREATED I REFLECTIVE MARKER (TYPICAL BOTH SIDES) 7-1/2-1J2" x 7-1/2" GfQAR ROST� 1 � V DEEP NOTCH ALL AROUND (2)#4 HCRIZ, TOP & BOTTOM & (2),#4 VERTICAL (PER SILOE) I " -1/2" 0 45' CHAMFER ALL EDGES 1/4" CHAMFER SLOPE CONCRETE FOR DRAINAGE 2"0/8" JOINT MATERIAL A5PHA r !CONCRETE SIDEWALK = CRUSHED SURFACING �rr m CRUSHED SURFACING NOTE_ 2" MINIMUM CLEARANCE GET-WEEN REBAR & CONCRETE SURFACE. FIXED WOODEN BOLLARD ti AIDOPTED 4%JL� CITY OF REM70N iw��► • •`�°���� srnwaAxu g>UAras LST DATE:04/04 NAMF• H()91i CP Par.F HIF17.7 4" COMPACTED DEPTH HMA CLASS B ASPHALT L-1 1/2" COMPACTED DEPTH TOP COURSE -4 1/2" BASE COURSE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS TRACT A 20' PRIVATE ACCESS TRACT (P.A.T.) NOT TO SCALE R-409708 O �WA E.) aa F6 /pNA L LNG 9-21-20 E • vi = � � N 3 4-1 .� O I) 0 am. CD � uu � N N M V: i 0000N � C (3) Q .m Ln Ln 4s N m m O V N °0 Y Ln It IN COMPLIANCE WITH CITY OF RENTON STANDARDS a 00 00 DEVELOPMENT ENGINEERING SURFACE WATER UTILITY �/ Nathan Janders 11/12/2020 �I ,� Fil jfarah 11/13/2020 C) SURVEYED: SCALE: DATE: TSL VERTICAL AD 119/1 ROAD DRAINAGE NOTES AND DETAILS / / HORIZONTAL: NAD 1988 991 6 1 8 19 DESIGNED: QSC N/A o CITY O F 00 DALPAY SHORT PLAT FIELDBOOK: O 6/10/20 DD Df2AWN Qsc RENTON PAGE: f DRAWING NO: DALPAY PROPERTIES LLC. ONE INCH DATUM ' 12/2/19 DD CHECKED: DQ AT FULL SCALE Planning/Building/Public Works Dept. 4033 N.E. SUNSET BOULEVARD U IF NOT ONE INCH DATE APPR APPROVED: SCALE ACCORDINGLY RENTON, WA 98059 SHEET: �� OF: �^ a Am V J U I I I Q) N X cn W Q 0 N C7 V cn d I� LI7 CD N 0 N L) o? E I- N a I CD N Do Do c cn CD 0 CD f z W J � FRAME AMP VANED GRATE yti 4b. 4b S. 7•.7',4 51,12'.OR141 i ONE #3 BAR HOOF FOR 8' HEIGHT LCCEMENT (SPACED EQUALLY). SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION SE•G } 0 BAR EACH CORNER PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE 6IAMETER REINFORCED OR PLAIN OUNCRETE 72- ALL METAL PIPE 15, cnssP•, 71^ STD. SPEC. N05 20 SOLID WALL PVC, STD. SPEC. s.ns-12I I) T5' PROFILE WALL PVC, STD_ SPEC. M5.1212j 16' 'CORRUGATED POLYETHYLENE STORM SEWER PIPE N OTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION. FIBERS (PLACED IN ACCORDANCE WITH STA NDARD SPE CIFICATLON 943!5-50[9jy, OR WIRE MESH HAVING A MINIMUM AREA OF ❑.12 SQUARE INCHES PER FOOT SHALL 9E USED WITH THE MINIMUM RECUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH S41ALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINI MUM AREA OF O.T2 SQUARE INCHES PER FOOT MAY BE uSED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20" KNOCKOUTS SHALT HAVE A WALL T4CKNE5S OF 2' MFNIMUM TO 2.5' MAXIMUM. PROVIDE A 1-5- MJNIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE- AFTER THE PIPE IS INSTALLED, FILL THE GAP WFTH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-P 3. 3. THE MAXIMUM DEPTH f: ROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL HE 6 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 MAYBE SLOPED AT A FIATE OF 1H:24V OR STEEPER. 6- THE OPENING SHALL BE MEASURED AT THE TOP OF THE PR7'CAST BASE SECTION. 7, ALL PICKUP HOLE54SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR NOWSHR INK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. ALL GRADE RINGS AND CASTINGS SHALL SE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04-3 THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND 9. F RAMES- 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 UPPON COMPLETION. UNLESS °1HFRWISE 40na DRAWING IS NOT TO SCALE (NTSj STD. PLAN - 200.00 APP2 . en V%,R) DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 1 Pulre wuih AAn.nmiir., DAT I 93 BAR EACH SIDE 7✓ #3 BAR EACH WAY s PRECAST SASE SECTION 93 BAR HODP 43 BAR EACH CORNER 1B" MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION FWD SECTIONS MAX.y MORTAR- iTYP.j• SEE NOTE 5 -MIN. 2S" MAX. +6' MAX. FLAT SLAB TOP 48'. FA'. 60'. 72'. 87 95'. 12V GR 144" SEE NOTE 5, TAP. 15' MAX. FOR - MAINTENANCE _ STEPSOR WIDER �- 12- ITYP.j 1' MIN. ^D" RING' 24' 2.5' MA7C REINFGRCI NG STEEL. (FYP j • MIN 12' MA)(, l 17, i GRAVEL, BACKFILL FOR PIPE ZONE 72- BEDDING PER WSDOT STD. _ SPECIFICATION SECTION 903.72[S5 SEPARATEIBASE INTEGRAL BASE PRECAST PRECAST WITH RISER MOTES: 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS NOR 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 sECnoN. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM T02.57 MAKIMUM. PROVIDE A I T MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE P11`E. AFTER THE P1PE 1S INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 6.04.3. S. ALL GRADE RING$, RISERS, AND CASTINGS SHALL BE SET 7N MORTAR IN ACCORDANCE WITTS STANDARD SPECIFICATION 9.64-3. 6, WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR IKOR-NSEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EOUAW. WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PFPF. 7, MORTAR SHALL BE Mi%EO AND APPLIED PER MANUFACTURE R'S DI RECTFON5, B. FRAME SHALL BE ADJUJSTEO TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITHA STRAIGHT EDGE OF SUFFICIENT LENGTH 9. ALL MORTAR JOINTS SHALL M TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN- BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM OLSTANCE BETWEEN KNOCKOUTS 46' 4` 6" 36- 6" 541 4.5- 8' 42" r 5" 8" 48" B' 72' 81 8- M, 12' w 81 17, 72' 12' 96" 8' 12, M. 12' IV 12" N" 12' 144" 12" 12^ 105- 12, PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CP95P' SOLID WALL PllG PROFILE WALL PVC 40" 24' 3D" 24- 30, 30" 64" 30" 3h 3M 3G 36, 60" 38" 42' 3v 42'• 42" 72' 42' S4" 42^ 48" 48" B4' 54. BD' 54' w 48" 96" 80- 77 S0" 48- 48" 12R" M. 8a' 60` 48' 48" 1", 78" 96" 6T 48" 48" 'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC Q-o5 2GJ =STD. SPEC. 9-H.42(11 s STD. SPEC. 9-05-12121 UDILE55 OTHERWISE NOTED, DRAWING IS NQi 10SCALE (NT51 STD. PLAN - 201.00 PUBLIC WORKS CATCH BASIN TYPE 2 PR DEPARTMENT GAZ 9/28/2418 _ Pi,o-lr wnti ad.�n�x�n��, R'c.YE CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OP THE SASE SECTION MUST BE MORTARED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION ROAD DRAINAGE NOTES AND DETAILS OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 47 TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 14* PRAME AND VANED GRATE ADJUSTMENT SECTION I � � r � r SEE NOTE a NOTES., 1, THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNT1L THE FINAL ELEVATION OF THE PAVEMENT, GUTTER DITCH, OR SiDEWALIf IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO MORTAR IN PLACE IN ACCORDANCE WITH WSOOTIAPWA STANDARD SPECIFICATION 7.05.3- 2. SHIMS SHALL NOT BE USED TO SET FR WE TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. A. ONLY BY APPROVAL OF THE CFTV, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BONE] OR 9 BONA S BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR- S. MORTAR SHALL MEET THE REQUIREMENTS OF WSDCTlAPWA STANOAR❑ SPECIFICATION 4�04-3. 7 PICK I LIFTING HOLES ARE TO8E GROUTED WATER TIGHT USE GROUT TYPE 2 FOR NONSHRINA APPLICATIONS IN ACCORDANCE WITH STANDARD SPECI FICATION 9-20 3(4 B MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'$ DIRECTIONS S. FRAME SHALL BE ADJU&TE❑ TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 10- ALL MORTAR JOINTS SHALL SE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION UNR55 9,•7FRWIA 14MJD. DRAWING IS NOT TO SCALE [NT9 STD. PLAN - 202.00 PUFRBLIC WORKS PRD DEPARTMENT CATCH BASIN INSTALLATION GAZ g/9/28/2018+w ELATE PLAN VIEW C13#3 TYPE II-48" 1•-2• 2 PER COR COMMENTS DATED 6/8/20 1 PER COR COMMENTS DATED 10/31/19 NO. REVISION 25 114" 4d&� 29 1 W BOLT-0QVR4 HOLE (TYP.) - 5+6", 11 NC, SEE DETAIL AND NOTE 2 TOP RECES$EP ALLEN HEAD CAP SCREW 518--11114Cx2' h!6 GRATE Fill rRnnlE SECTION 13OLT DOE'+ N DETAIL SEE NOTE 2 24 114' AL1 � SECTION A SEE -DETAIL ISOMETRIC VIEW r � TI8' �-»{ I I 11B' 1 � �Ira' 11A4 >4 NOTES: _j 1 1. THIS FRAME IS DESIGNED TO ACCOMMODATE 20'-24' GRATES OR COVERS, d FYI" SEE STANDARD PLANS 204.10. 204.2(r. 264.30. AND 204.40. l 1 6,r8- Z. BOLT -DOWN CAPABILFTY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED W ITN THE GRATE OR COVER SLOTS. _ �- THE FRAME SHALL ACC EPT THE WS'A I NG x 2` ALLEN HEAD CAP SCREW 'BY3<4 BEING TAPPED, OR OTHER APPROVED MECHAWSM. LOCATION OF BOLT -DOWN i-LOLES VARIES BY MANUFACTURER. 2 112" �••I f J 3. REFER TO STANDARD SPECIFICATON 9-05.15{2} FOPi ApDlT1OFULL DETAIL / REQUIREMENTS. UNLE5S OTHERWISE NOT[➢, DRAWING IS NOT 10 5[ALE [NTSI STD. PLAN - 204.00 • PUBLIC WORKS ° +f DEPARTMENT RECTANGULAR FRAME GAZ 9/28/2018 1 P.hn 1V inNAtlxniiu.eip DATE LIFT HANDLE FRAME AND LADDER OR STEPS 8" SHEAR GATE AND PULL ROD SEE DETAIL ON THIS SHEET 8" INLET FROM CB 4 IE=406.00 #8 NON GALV. CORRISIVE RESISTANT MATERIAL 1 I 12" CD I � N CD z STANDARD LOCKING LID WITH LOCKING BOLTS. RIM=410.00 z 8" ALUMINUM RISER OPEN END OVER FLOW EL=407.00 i 8" OUTLET TO POND IE=406.00 4 1 /2" CLR. 3" X 0.90 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL (TYP) OPEN END 1 1 e a CB#3 TYPE II-48" OIL/WATER SEPARATOR SURVEYED: TSL DESIGNED: DSC DC 6/10/20 DID DRAWN. DSC DC 12/2/19 DID CHECKED: DID BY DATE APPR APPROVED: DID 1 "= 2' SCALE: VERTICAL• NAVD 1988 N/A HORIZONTAL' NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY J - _ = FFO I - I. A I� iQ Li OIITFALL iO STREJJ[ I DI1MP NO P{711UTAHIS WILT -DOWN SLOT SEE DETAL AND �i}TE 1 TOP 30W RECESSED LETTERING 24' �••� 7 R 8 EQUAL SPACES DIRECTION OF FLOW 1 5B' MAX. T SECTION A NOTES: 1. BOLT -DOWN CAPABILITY IS REWIREO 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 518'-11 NC ■ 2' ALLFI4 HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF RQLT-DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-G5,15(2) FOR ADDITIONAL REQULREMENTS. 3. FOR FRAME DETAILS, SEE STANDARD PLAN 204.01P. 112' 304, 1 iJd` ua" �I ROLT-134 N SLOT DETAIL SEE NOTE 1 SECTION B UNUE55 OITIERWISE NOTE D. DRAWING FS NOT TO SCALE INTSj STET. PLAN - 204.20 • + PUBLIC WORKS :P0711:11) DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 1 ror:n wa,�x earmiiuieia DATE CITY OF RENTON Planning/Building/Public Works Dept. k420O �09 SN L ENS 9-21-20 V E O L L{^^A i }� a) if C W C: CN N M C 000N Q Ln L �-,' f �I /mco W O V r R-409709 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Po 06 00 DEVELOPMENT ENGINEERING SURFACE WATER UTILITY Nathan Janders 11/12/2020 jfarah 11/13/2020 p DATE: ROAD DRAINAGE NOTES AND DETAILS 6/18/19 V) fn DALPAY SHORT PLAT FlELDBOOK: DALPAY PROPERTIES, LLC. PAGE: DRAWING NO: 00 4033 N.E. SUNSET BOULEVARD I� LLI RENTON, WA 98059 SHEET: �^ OF: �^ U cn W Q 0 CD CV CD CV Ln Cn N E C) 0 3 00 00 a� Q) co co co 0 0 CD z J � DO NOT USE CITY OF RENTON LOGO SINCE ALL STORM IS PRIVATE. RENTO D RAIN ROAD DRAINAGE NOTES AND DETAILS OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON NOTES: I. YARD DRANNS TO BE CONSTRUCTED FROM HFCH DENSITY POLYETHVLENE (HOPE) N-12 12112E IN ACCORDAWE WFTH ASTIR C 14, 2, CUTOUT +BOLL S#ZE IS EQUAL TO OLI11,F1 PIF'i OUTSIDE fJLWETER PLUS VARR DRAIN WAI-L T14MKNFS9, 3- CONNECTION TO OUTLET PIPE TO BE MORTARED AND MADE FLUSH WITH iNS10E OF T"E YARD ORAIN WALL. 4. CAST IRON BEE.L CRATE. FITS INTO BELL RECESS AND MENDS RUSHWITH FACE Of W I - THE CRATE SHALL RAVE SLOTS (HOLES) FHAT CONST111.11 50 YFRCFNT OPEN AREA FOR rA4IYNAGF. IN'LET BELL SURFACE SHALL BE FINISHED TO ASSURE NON-Ror-KING FIT VKM ANY CO%ER PQ5IT*N_ 5. WASAFD DRAIN ROCK. 6 INMirS MINWUM M!"TH. IS. VARIES 12 INC$AES OR I B INCHES 7. SPECIAL CAST YARD DRAIN MAY 1JL kLULIIIRE0 FOR MIiLTIPLE PIP€ CONNECTIONS. B. CLEAN OUTS ►IRE REOUIREV fOR DEPTIIS OVER 42 INCHES. SEE TEXT SECTKIIN 5-05, V2' LETTERING BOLT HOLES - 3 PLACES EQUALLY SPACED 120' APART ON 23 IIIS' DIA- B.C. (1) 7' DIA. PICKHOLE PLAN VIEW � 1 Ira' LETTERING 25' D VA. 3Id" 2 1,2- 8 ITYP-Ip-) _ k �1 COMER SECTION) VIEW 28 1 {2- DIA 25 114' DIA 1W D1A. NEOPRENE GASKET 18 I WA 6' 1 - �— 23 3!8' DIA. CL OPEN 2Y MI6" ENA. 34 1Mr DIA. FRAME SECTION VIEW PLAN VIEW YARD DRNN $TREAT CATCH DMIN (TYP) CURB M ANTFR STRIP IN I ELEVATION VIEW 51€3FWAL K R/w — — R/w LuT UNE5 YAPM D"I"I W711 5FUS OLJI' MI? ROOF ANIO POOTING UNPIN jll SUiID UlSC CUYER CONNEC-nON5 (Tw) TYPICAL LOT PLACEMENT SNOHOMISH COUNTY PUBLIC WORKS aRtaRovED srr 5-030 YARD DRAIN CONNECTIONS � � COUNTY ROPE} ENGINEER f7ATE COVER BOTTOM VIEW IS} BLT SOC. (ALLEN HEAD} WB'-1I x T.5 SS RUBBER WASHER EON BOLTING DETAIL 1 111G- 71&" 11 RIAr GASKET GROOVE DETAIL NOTES: i. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 OR APPROVED EQUAL. UNIES5 OTH�RWISI NOR D, DRAINING IS NOT TO SCALE (NISI Ds STD. PLAN - 2D4.50 PP VF ' ff=IR PUBLIC WORKS DEPARTMENT STORM ROUND FRAME AND COVER /z8/2Q18 1 c�.M x�.r.�m.x RA7C New, wwM wmnl.,..�w PRWATE ROOF IJRAIN COLLECTOR PIPE; LOT LINE. TYP- T DIA N11N.. S" DIA MIN. ROOF pRAlk PRIVATE TYPE 0.5%r "IN. SLOPE, 5 h11N. CATCH BASIN STUD WITH CLEANOUT{TYP.} ITYP.1 2FT MIN COVER f1DLI.SE ITYP.y I I I I I I 3 MIN. D r ®< < TIT PRIVATE JOINT SD ® SD SQ SD UTILITY EASEMENT CURB, SIDEWALK CFTYSTORM DRAIN (GO) SYSTEM 5`MIN WIDTH R-O.V4. LINE PRIVATE STORM DRAIN ISM SYSTEM, B" MIN. DIA. PfP€- SEE NOTE 1 ROOF DRAIN TO CONNECT INTO CITY CATCH BASIN (CB). MiN. SIZE TYPE T CLEANOUT, TYP AT EVERY 9T. OR 2ND 45' BEND, AN13 AT 1 GX 10M. SPACING ON STRAIGHT SECTIQNS NOTES: 1 SEE STD. PLANS 220.00 AND 220.10 FOR PIPE MATERIAL5 AND MINIMUM COVER REQUIREMENTS. 2. THE ROOF AND FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED. 3. FLOw PATTERN SHOULD BE TO THE NEAREST 08 IF GRADE ALLOWS, OR TO THE NEXT DOWNSTREAM CB. 4. ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY, SIZED FOR 25-YEAR PEAK FLOW- 5. PVC PIPE MUST BE SDR 35OR THICKER AND MEET THE REQUIREMENTS OF MTM D3034 B. PVC PJPE USED IN PRIVATELY MAINTAINED DRAINAGE SYSTEMS MUST BE WHITE IN COLOR. 7. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLF.55 OTH" W ISF N0110. 0RA W ING 15 NOT 70 SCAT F (N T ;i STD. PLAN - 225,00 • PUBLIC WORKS TYPICAL PRIVATE STORM DRAIN PPR ° 11 DEPARTMENT COLLECTION SYSTEM GAZ 9l28/2018 .. w..,. ad�.......k. 71PTI 2 PER COR COMMENTS DATED 6/8/20 DC 1 PER COR COMMENTS DATED 10/31/19 DC NO. REVISION BY SURVEYED: TSL DESIGNED: DSC 6/10/20 DD DRAWN. DSC 12/2/19 DD CHECKED: DD DATE APPR APPROVED: DD SCALE: VERTICAL: NAVD 1988 N/A HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Y '. _ 6LEANOUT, TYP. - l A .I i� - - - CATCH BASIN -AREA DRAIN TEE z i a ¢ - PROPERTY LINE } L] N ..I a .Yi :n . WMCN. — SLaCT10N P A ALIGN PIPE TOPS, OR — PLACE ROOF DRAIN HIGHER CLEAN -OUT WITH PERMANENT CAP 345IN -AREA DRAIN PLACE CLEANOLIT AT 300' MAX. SPACE, AT 90' BENDS, _ EACH 2ND45-BEND, SECTION B B PIPE ENDS NOTE: MIN- PIPE SIZE 6"0 PIPE MATERIALS ALLOWED; PVC, LINED CPE, TRIPLE WALL POLYETHYLENE, DI (IF NEEDED FOR STRENGTH). CAP, AND WfHETiE CLEANOUT IS IN PAVEMENT: IRON RING 8 COVER PER IFCO 447 OR EQUIVALENT I�( 45'$END PERMANENT OAP OR CONNECT Pwt i5' WYE TEE, CROSS, OR 45` VNE AT BENDS CLEAR -OUT DETAIL ��T7TF. EMPORARY CAP ON END OF ROOF DRAIN STUB. MARKET) BY 2"x4' STAKE F'L18I,tG NrORk TYPICAL PRIVATE ROOF DRAIN STD. PLAN — 225.10 r �,• « DEPARTMENT COLLECTION SYSTEM "a CROSS SECTION MARC14 200B ORCITY OF RENTON Planning/Building/Public Works Dept. O E. �,I Cn z r 42009 F6 /DNA L LNG 9-21-20 �.% E O • ..ww vI AL W � N 4-1 •� C! 0 0 111. � W C N N M i Q ON r w 1A ,4 L Ln Ln 4 N /m W 0 V CO a) Y Nt r R-409710 IN COMPLIANCE WITH CITY OF RENTON STANDARDS a 00 00 DEVELOPMENT ENGINEERING 4 I SURFACE WATER UTILITY 13 Nathan Janders 11 /12/2020 ''�. jfarah 11/13/2020 o p DATE: ROAD DRAINAGE NOTES AND DETAILS 6/18/19 C/) m DALPAY SHORT PLAT FIELDBOOK: DALPAY PROPERTIES LLC. PAGE: f DRAWING NO: 4033 N.E. SUNSET BOULEVARD I� �-! RENTON, WA 98059 SHEET:CIODF. 18 A m 0 CV CD CV CV N E C) Z7 0 Cn 3 ACCESS RAMP INTO POND - PDNP DESIGN WATER SURFACE TRACT LINES AS REQUIRED 5' SETBACK MIN. �- TOE OF SLOPE ALTERNATE EMERGENCY OUTFLOW STRUCTURE FOR PONDS NOT REQUIRED TO PROVIDE A SPILLWAY CONTROLSTRUCTURE NOTES- IF p 1. THIS DETAIL IS A SCHEMATIC REPRESENTATION ONLY. ACTUAL CONFIGURATION WILL VARY DEPENDING ON SPECIFIC SITE CONSTRAINTS AND APPLICABLE DESIGN CRITERIA 2. SEE STANDARD PLAN 234.74 FOR TYPICAL DETENTION POND GROSS SECTIONS. 3. ACCESS ROAD AND RAMP SHALL MEET REQUIREMENTS IN STANDARD PLAN 234.50. 4, SIDE SLOPES (INTERIOR AND INTERIOR) SHALL HOT BE STEEPER THM THREE (31 FEET HORIZONTAL TO ONE (1) FOOT VERTICAL S, OPEN PONDS SHALL NOT BE LOCATED IN DEDICATED PUBLIC RIGHT-OF•WAY, 8, EXPOSED EARTH ON THE POND BOTTOM AND INTERIOR SIDE SLOPES SHALL IRE SODDED OR SEEDED WITH AN APPROPRIATE SEED MIXTURE PER SECTION 5.1.1.1 OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWOM). ALL REMAINING AREAS OF THE TRACT MUST EITHER BE PLANTED WITH GRASS, OR BE LANDSCAPED IN ACCORDANCE WITH LANDSCAPING REQUIREMENTS INCLUDED IN SECTITIN 5-1.1.1 OF THE RENTON SWUM. 7. LANDSCAPING. TREES, POND GEOMETRY AND FENCING STANDARDS ARE SPECIFIED IN STANDARD PLAN 234.46. B. SEE CON5TRUGTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS UNLE55 OTHEAWI5E NOTED. DRAWING 15 NOT TO 5ZALL (NT51 STD. PLAN - 234.00 APaRf]VFD: w PUBLIC WORKS71 DEPARTMENT TYPICAL DETENTION POND GAZ 9/28/2018 P.m� w"rlsannmoru� DATE OUTLET FLAW CONTROL STRUCTURE fr"MIN FREEBOARD PER STD. PLANS 287,0Q-2W-20 SEE STD. PLAN 234.40 FOR FENCE REQUIREMENTS 140 YR EMERGENCY OVERFLOW WATER SURFACE (WS) TBEROP WID6TH' MI'NPNM. . OVERFLOW WS -\ r I 12'-15' MIN FOR i ACCESS ROAD S MIN. IJ SIGN WA SETBACK BERM 3 �1 I PROPERTY LINE DEBRIS BARRIER PER 11 9 EMBANlu,1I STD. PLAN 223-00 ' EXISTING GROUND f -_�L S- SEDIMENT STORAGE KEY, IF REOUIREf} SEE NOTE B (TYP.) CROSS SECTION A SCALE:NTS 34. CIRCUMFERENCE LENGTH OF KING FOR 10EPYR FLOW POND DESIGN WEOVERFLOW Y4S FRAMETGRATE FOR SECONDARY INLET. PROVIDE VERTICAL BARS IN FRAME AT 4" G.C. BOTHER SYSTEMS ACCEPTABLE IF APPROVED BY THE CITY;. SEE ALSO THE SEPARATE OVERFLOW STRUCTURE SECTION A CROSS SECTION B HAS 2OPTIONS VARIES, SEE NOTE 7 �•{ 4' ASPHALT (FOR SPILLWAYS ON ACCESS ROADS) 6' MEN FREEBOAR❑ EMEGE1CY EXISTING GROUND O b DESIGN WS OVERFLOW Wj,;9VEFR�FLOWl"WIS CROSS SECTION FROCKUH4NG g MAX STONE SIZE - 12' SCALE: NTS 34. MEDIAN STONE 512E - S" MIN STONE SIZE-4" EMERGENCY OVERFLOW SPILLWAY EMERGENCY OVERFLOW WS 4 OVERFLOW WS V - DESEGN WS Q '1 ROCK LINING PER PER CROSS 5ECT1ON 9 COMPACTED EMBANKMENT. �C] CROU SECTIoet c NOTES: SCALE: NTS 34 L THIS DETAIL IS A SCHEMATIC REPRESENTATION ONLY. ACTUAL CONFIGURATION WILL VARY DEPENDING ON SPECIFIC SITE CONSTRAINTS AND APPLICABLE DESIGN CRITERIA. 2. ACCESS ROAD AND RAMP SHALL MEET REQUIREMENTS IN STANDARD PLAN 2$4 50. 3. SIDE SLOPES (INTERIOR AND EXTERIOR) SHALL NOT BE STEEPER TRAIN THREE (3) FEET HORIZONTAL TO ONE ( I } FOOT VERTICAL 4. OPEN PONDS SHALL NOT BE LOCATED IN DEDICATED PUBLIC RIGHT•OF•WAY, 6. EXPOSED EARTH ON THE POND BOTTOM AND INTERIOR SIDE SLOPES SHALL BE SODDED OR SEEDED WITH AN APPROPRIATE SEED MIXTURE PER SECTION 5.1.1.1 OF THE CITY GP RENtoN SLIRFACF *ATM 511NbN MANUAL (RENTON SWDM}. ALL REMAINING AIYEAS GP YHE TRACT MUST FITHFh BE PLANTED WITH GRASS, GR 6E LANDSCAPED IN ACCORDANCE WITH LANDSCAPING REOUIR€MENTS INCLUDED IN SECTION 5.1-1.1 OF THE RENTON SWD1V- 5. LANDSCAPING, TREES, POND GEOMETRY AND FENCING STANDARDS ARE SPECIFIED IN STANDARD PLAN 234.4D. T. SEE SECTION 5 1 1.2 OF THE RENTON $VIVOM TO CALCULATE THE REQUIRED WEIR WIDTH. B. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N�SEA.L BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL) WHEN CONNECTING TO AN EXISTING PIPE. USE A FABRICATED SAND COLLAR OF THE SAME MATER44L AS THE CONNECTING PIPE 9. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS UNLESS OTHERWISE NOTE R DRAWING 15140TTO SCALE: (14751 STD. PLAN - 234.10 URI oEPARTM4Nr PUBLIC WRKS TYPICAL DETENTION POND SECTIONS APP[7A 9/28/2018 mi ur h-111- OArF ROAD DRAINAGE NOTES AND DETAILS OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 15- (TYP, ), TEE NOTE 1 SdA" D AM£TER SMOOTH BARS EQUALLY SPACED 14"O-C. MAX.) i ! - - - - _ SMOOTH - - I 45• I I VERTICAL BARS CATCH BASIN HOOK CLAMP ANCHORED SCR) RISER I TO CATCH BASIN RISER C `! I HOOK CLAMP RETAFL f 4j {- ---- - --- -- - - -_� r I 4 HOOK CLAMPS EVENLY PLACED, SEE DETAIL JI � PROVIDE MAINTENANCE ACCESS BY WELDING 4 CROSSBARS TO 4 VERTICAL BARS AS SHOWN. HINGE UPPER ENDS WITH FLANGES+BOLTS AND PROVIDE LOCKING MECHANISM WAOLOCK)ON LOWER END LOCATE STEPS DIRECTLY BELOW LOWER STEEL HAND 3f4" ><4" WIDE FORMEDT O F!T IN GROOVE UPPER TEFL HANDOF CATCH BASIN RISER S aI4-: a• WIDE - TYPE 2 CB "CITES. PLAN VIEW 24-, SEE NOTE 1 SECTION A 314' DIA SMOOTH ROUND BARS WELDED EQUALLY SPACED, BARS SHALL BE WELDED TO UPPER AND LOWER BANDS (24 BARS EVENLY SPACED, SEE NOTE 1) STANDARD STEPS OR LADDER, SEE NOTE 1. DIMENSIONS ARE FOR ILLUSTRATION OF SC DIAMETER C6. PM DIFI`ERENT DNidETER C618 ADJUST TO MAINTAIN 451ANGLE OF -VERTICAL' ME AND 7' O-C. MAXIMUM SPACING OF BARS ARDLIN❑ LeWFR STEEL ELAND. 2, METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMENIZ-D STEEL, OR ALUMINUM. ALL OTHER $TEFL PARTS MUST HE GALVANIZED WITH TREATMENTS 1, 2, OR 5 3, THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET TO ROADWAY CROSS -CULVERTS WITH HIGH POTENTIAL FOR DEBRIS COLLECTION (EXCEPT ON TYPE 2 STREAMS). 4. THIS DEBRIS BARRIER IS FOR USE OUTSIDE OF ROAD RIGHT-OF-WAY ONLY - UNLESS OTHERWISE NOTED, DRAYTIN.; IS NGT TO SCALE (NTS4 STD. PLAN - 234.20 PUBLIC WORKS APP ED DEPARTMENT OVERFLOW STRUCTURE GAZ 9/28/2018 1 ruin WwA, atlriwilwami DATE CESS LID D LADDER PLAN VIEW CB#1 TYPE II-48 SCALE: 1 "=2' 2 PER COR COMMENTS DATED 6/8/20 DC 1 PER COR COMMENTS DATED 10/31/19 DC NO. REVISION BY Stormwater This pond is in the Care of the primate property owners). Pond Runoff Is held here after storms. It is released slowly or stared until the next storm when it Is Puget Sotfrfdo replaced by Incoming flows. This helps prevent Starts Here downstream flooding and erosion and helps �7 f� clean the water. For more Information or to report littering, vandalism or other problems, call the City of Renton, Public Works Department, -------ReT11O110 Maintenance Division at (425) 430-7400. Public Works Department Surface Water Utility Pond Dame and GIS Facility ID Number SPECIFICATIONS: SIZE: 46 INCHES BY 24 INCHES MATERIAL- GAH-GAUGEALUMINUM FADE; HP-70P•O PERM KR M ITEM Nd23UDM • BEIGE VINYL OR APPROVED EQUAL: COL 6E)$D • LIViAIM-GRAFFITT CLEAR OVERLA FILM. LETTERING: SILL{ SCREEN ENAMEL WHERE PQSSIKL .OR VINYL LETTERS, COLORS: BEIGE BACKGROUND, TEAL LETTERS. TYPE FACE HELVE71CA CONDENSED, TITLE 31NCH, SUEFTITLE1 l- INCIt TEXT I INCH. OUTER BORDER Ij INCH BORDER DISTANCE FROM EDGE: T-INCH; ALL TEXT 1 j- INCH FROM BORDER. POSTS: PRESSURE TREATED- BEVELED TOPS. } • INCH HIGHER THAN SIGN INSTALLATION: SECURE TO CHAIN LINK FENCE IF AVAILABLE. OTHERWISE INSTALL TWO 4•X4' POSTS, PRESSURE TREATED, MOUNTED ATOP A GRAVEL BED, INSTALLED IN 36-INCH CONCRETE FI LLE13 POST HOLES WINCH MINIMUM DIAMETER5, WITH TiIE TOP SIGN NO HIGHER THAN 42 INCHES FROM GROUND SURFACE. PLACEMENT: FACE SIGN IN DIRECTION OF PRIMARY V15UAL OR PHYSICAL ACCESS DO NOT BLOCK ANY ACCESS ROAD DO NOT PLACE WITHIN 6 FEET OF STRUCTURAL FACILITIES IE,G, MANHOLES, SPILLWAYS. PIPE INLETS). POND NAME AND GIS FACILITY ID NUMBER: TO BE PROVIDED BY THE CITY DURING THE CONSTRUCTION PLAN APPROVAL POND N"E IS THE NAME OF THE PROJECT ON THE APPROVED CIVIL CONSTRUCTION PLANS. NOTE: IF THE FAChUTY HAS A LINER TO RESTRICT INFR TRATION OF STORM WATEiR, THE FOLLOWING ND TE MUST 8E AWED TO THE FACE OF Trl£ SiCjv.' 'THIS FA,0H.7Y1$ L1NEP Ti] PrrO rFCT 4+IWNpwarEFx 4W1{1rr.• rya ADPEriom. THE eAox PF 7x£ $*id SHAL4 INCLUDE INFOF?MA THIN INMCA TNG VA91CH FACILITIES ARE LINED THE EXTENT OP THE LWNG, THE LINER MATERIAL 6SED, THE LINER TwCKNLESS ETA CLAY OR TRL). AND NE TYPE AND DISTANCE CLP YHE MAA?KERABOVE NE LINER (!AA GEOMEM90ANO. PUGET SOUND STARTS HERE LOGO SPEC"TIONS: COLORS. ORANGE (R2Z3- G9B, 032); TEAL SR9. G142, H179} SPACING: KEEP ALL OTHER LOGOS. GRAPHICS, AND TYPE AT LEAST 1 UNIT AWAY fROM THE LOGO ON ALL SIDES. I UNIT IS THE HEIGHT OF THE SMALL OAP 'A" IN THE LOGO AT ANY GIVEN SUE. VN LE S5 P7HE41W15F RDTFD, PAAWIRG 15 NOT TC SCAS.F. (N51 STD. PLAN - 234.35 PUBLIC WORKS PERMANENT PRIVATE SURFACE PPR°USA' DEPARTMENT WATER CONTROL POND SIGN 9/28/2018 ! rwi..rra,�+w,r,.rcrw, GATT #8 NON GALV. CORRISIVE RESISTANT MATERIAL 8" OUTLET TO DISCHARGE IE=405.50 SURVEYED: TSL DESIGNED: DSC 6/10/20 DD DRAWN. DSC 12/2/19 DD CHECKED: DD DATE APPR APPROVED: DD PROPOSED DEBRIS CAGE PER STD PLAN 234.20 THIS SHEET RIM=409.35 8" INLET FROM CB1 °I CIE=405.50 CB#1 TYPE II-48" 5 SET OWNERSHIP OF $TU_RN'WA_TEFE_TRAIC_T_IN RE_SIDEN IAL PLATS WITH_ PUBL7G_ STREETS: OWNERSHIP AND MAINTENANCE OF THE STORMWATER TRACT WILL BE THE RESPONSIBIL3TY OF THE PROPERTY OWNERS WITHIN THE SUBDIVISION. THE HOME OWNERS ASSOCIATIONS (HOA) WIkI- BE RESPONSIBLE FOR THE MAINTENANCE OF SAID STORMWATER TRACT EXCLUDING THE DRAINAGE FACILITIES CONTAINED THEREIN. A NOTE THAT ASSIGNS EACH PROPERTY OWNER AS HAVING EQUAL AND UNDIVIDED INTEREST OVER THE MAINTENANCE OF THE STORMWATER TRACT SHALL BE PLACED IN THE FI NAL PLAT. AN OVERLYING EASEMENT UNDER AND UPON SAID DRAINAGE TRACT SHALL BE CONVEYED TO THE CITY OF RENTON FOR T14F PURPOSE OF DPERATiNG. MAINTAINING, IMPROVING, REPLACING AND KEFplNG IN GOOD REPAIR THE DRAINAGE FACILITIES CONTAINED THEREIN- IF NO LANDSCAPING IS PROPOSED IN THE STORMWNTER TRACT THEN THE STORMWATER TRACT CAN BE DEDICATED TO THE CITY. ALL OTHER FACFL TIES ARE TO HE PRIVATELY OWNED AND MAINTAINED. TRACTBOUNDARY FENCE LOCATION AS REQUIRED. REFER TO NOTES FOR FENCE LOCATION ON DEVELOPMENTS PROPOSING LANDSCAPING WITHIN STORMWATER TRACTS NOTES: 1. THIS DETAIL iS A SCHEMATIC REPRESENTATION ONLY. ACTUAL CONFIGORA71ON WILL VARY DEPENDING ON SPECI FIC SITE CO NSTRAINTS AND APPLICABLE DESIGN CRITERIA- 2. ON STORMWATER FACILITIES TO BE MAINTAINED BY THE CITY, A FENCE SHALL BE PLACED AT THE TOP OF THE BERM WITH THE MAINTENANCE ACCESS ROAC IN THE INSIDE OF THE FENCE: OR 5 FEET MIN. FROM TOP OF.BERM IF THERE I$ NO MAINTENANCE ACCESS ROAD. NO LANDSCAPING IS ALLOWED INSIDE THE FENCE ONSTORMWATER FACILITIES TO BE PRIVATELY MAINTAINED, THE FENCE MAY BE PLACED ALONG TRACT BOUNDARY UNLESS LANDSCAPING E8 REQUIRED WITMINE TRACT TO SCREEN THE POND AND FENCE. 3 I MD5CAPING, SHALL BE PLANTED IN ACCORDANCE WITH THE REQUIREMENTS INCLUDED IN SECTION 5.1.1.1 OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (BWDM), WHICH PRECLUDES LANDSCAPING IN ANY BERMS THAT IMPOUND WATER OR WITHIN 10 FEET OF ANY STRUCTURE. 4- LANDSCAPING IS PROHIBrtE❑ IN THE INSIDE SLOPE OF THE POND OR ON ANY BERMS THAT IMPOUND WATER. 5. EXPOSED EARTH IQN THE POND BOTTOM AND INTEREgR SIDE SLOPES S14ALL BE SODDED OR SEEDED WFTH AN APPROPRIATE SEED MIXTURE PER SECTION 5.1.1.1 OF THE RENTON SWDM. RILL REMAINING AREAS OF THE TRACT MUST EITHER BE PLANTED WITH GRASS OR BE LANDSCAPED IN ACCORDANCE WITH LANDSCAPING REQUIREMENTS INCLUDED IN SECTION 5.1.1.1 OF THE RENTON f5%WM- 5 ALL TREES AND OTHER PLANTINGS SWILL CONFORM TO THE RENTON SWAM REQUIREMENTS AND RESTRICTIONS REGARDING LOCATION OVER OTHER INFRASTRUCTURE (UGH AS WATER, SEWER, POWER, ETC. 7 FOR FENCES TO BE MAINTAINED BY THE CITY, SEE STD. PLANS 234.6D AND 234.76 FOR DETAILS. B. WOOD FENCES ARE ALLOWED IN $UBOIVISIONS WHERE THE FENCE AND STORMWATFR FACILFTY WILL RE MAINTAINER BY HOMEOWNERS ASSOCIATIONS OR ADJACENT LOT OWNERS OR IN PRIVATE COMMERCIAL OR INDUSTRIAL SITES WHERE THE FENCE AND STORMWATER FACILITY WILL BE PRIVATELY MAINTAINED. THE WOOD FENCE SHALL BE PLACED ON PRIVATE PROPERTY. D. WOOD FENCES ('WHEN ALLOWED BY THE CITY) SHALL HAVE PRESSUR€-TREATED POST (GROUND CONTACT RATED) EITHER $ET IN R4-INCH DEEP CONCRETE FOOTINGS OR ATTACHED TO FOOTINGS BY GALVANIZED BRACKETS RAILS AHD FENCE BOAR OS SHALL BE CEDAR OR PRESSURE -TREATED FIR OR HEMLOCK. IS. 3EP CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS - LANDSCAPING ALLOWED PER SECTION 5-1-1.1 DP THE RENTON SWUM ` SOD OR SEED WITH APPROPRIATE SEED MIXTURE PER SECTION 5,1,1,1 OF THE RENTON SWOM ONLY GRASS ANDIOR SMALL SHR{ISS MAY BE ALLOWED. IF NO LANDSCAPING IS PROPOSED AND FENCE ES LOCATED IN TRACT LINE, THEN ONLY GRASS IS ALLOWED IN THIS SECTItkt. vKUSS OTHERWISE NPtEP. DRAW ING IS NOT T4 SHALT (NISI STD. PLAN - 234.40 URIPUBLIC WORKS LANDSCAPING, THEWS, POND APPROVED; DEPARTMENT GEOMETRY, AND FENCING DETAILS GAZ 9/28/2018 1 Rdlc H1x1r Imiln.n'x. DAT F OE. j �AS �. y�� Cn z STO, /DNA L LNG 9-21-20 E o • ..ww vI N 4-1 •� U0 LU N N M V: i 0000N D d1N 1A LO Ln 4S N cv m O U N °0yNt Ln R-409711 I �� IN COMPLIANCE WITH CITY OF RENTON STANDARDS SCALE: 1 "=2' a 00 M DEVELOPMENT ENGINEERING ;.' I SURFACE WATER UTILITY Nathan Janders 11 /12/2020 jfarah 11/13/2020 p SCALE: DATE: N/A VERTICAL: NAVD 1988 6/ 1 8/ 19 V) HORIZONTAL: NAD 1983/1991 CITY OF ROAD DRAINAGE NOTES AND DETAILS 00 ;R RENTON DALPAY SHORT PLAT FIELDBOOK: DALPAY PROPERTIES, L.L.C. ONE INCH IIPAGE: DATUM VU11 DRAWING No: P1 I AT FULL SCALE Planning/Building/Public works Dept. 4033 N.E. SUNSET BOULEVARD U IF NOT ONE INCH SCALE ACCORDINGLY RENTON, WA 98059 r�EEP: C110F:18 A o® CD CV CD CV CV N E Q 0 3 CD 00 N N Do Co co 0 0 CD Lu j z J � 4" CRUSHED SURFACING TOP COURSE {CSTCI PER WSDOT STD. SPEC 9-43.9{ 3I 12' OVALLY SPALLS PER WSDOT STO. SPEC 9-13.1(5) GRAVEL ROAD OPTION WOVEN GECTFXTILE FABRIC 1=OR SEPARATION PER TABLE 3 FROM WSDOT STD. SPEC 91332(1) Ii ~ 12' OR 15. SEE NOTE 5.4 ASPHALT ROAD OPTION 4' HOT MIX SPHAL7 (HMA) 8" CRUSHr:U SURFACING WE COURSE {CSBC) PER MOOT STD SPEC 9.03.9(31 NOTES.. 1. ACCESS ROADS SHALL BE LOCATED IN THE STORMWATER TRACT OR PUBLIC RIGHT-CF-WAY AND SHALL BE CONNECTED TO AN IMPROVED PUBLIC RIGHT•OF•WAY. 2- MAINTENANCE ACCESS ROAD(S) SHALL BE PROVIDED TO THE CONTROL STRUCTURE AND OTHER DRAINAGE STRUCTURES ASSOCIATED WITH TH£ POND IEG„ INLET, EMERGENCY OVERFLOW, OR BYPASS STRUCTURES). MANHOLE AND CATCH BASIN LIDS MUST M IN OR AT THE EDGE OF THE ACCESS ROAD AND AT LEAST THREE FEET PROM A PROPERTY LINE. RIMS SHALL BE BET AT THE ACCESS ROAD GRAOE. 3. AN ACCESS RAMP IS REOLI IRED FOR REMOVAL OF SEWMENT WITH A TRACKHOE AND TRUCK. THE RAMP MUST E%TENI TD THE POND BOTTOM Ir THE POND BOT om IS GREATER THAN 1.500 SQUARE FEET (MEASURED WITHOUT THE RAMP) AND IT MAY END AT AN ELEVATION 4 FEET ABOVE THE POND BOTTOM IF THE POND BOTTOM IS LESS THAN t,500 SQUARE FEET IMEASURED WITTHOIJT THE RAMP). PROVIDED THE POND SLOPES ARE S1H:1 V OR FLATTER. 4. THE INTERNAL BERM OF A WETPOND OR COMBINED DETENTION AND WETPOND MAY BE USED FOR ACCESS IF 17 IS NO MORE THAN 4 FEET ABOVE THE FIRST WETPOOL CELL, IF THE FIRST WETPOOL CELL IS LESS THAN 1.500 SQUARE FEET IBOTTOM AREA MEASURED WITHXT THE RAMP;, AND IF IT IS DESIGNE❑ TO SUPPORT A LOADED TRUCK, CONSIDERING THE BERM IS NORMALLY SUBMERGED AND SATURATED. 5. ACCESS SHALL BE LIMITED BY A 0OU9LE_POSTED GATE IF A FENCE IS REOUIREb. OR BY BOLLARDS. BOLLARDS SHALL BE DESIGNED IN ACOURDANCE WITH THE CITY OF RENTON STANDARD PLANS. 6. ACCESS ROAMAND RAMPS SHALL MEETTHE FOLLOW{NG DESIGN CRITERIA: 6.1. MAXIMUM GRAVE SHALT BE 15 % FOR ASPHALT PAVING AND 12% FOR GRAVEL 6.2. OUTSADE TURNING RADIUS SHALL BE 40 FEET MINIMUM. 6.3. FENCE GATES SHALL BE LOCATED ONLY ON STRAIGHT SECTIONS OF ROAD. 6A. ACCESS ROADS AND RAMPS SHALL BE 15 FEET IN WITH ON CURVES ANO 12 FEET ON STRAIGHT SECTIONS. 6.5. A PAVED APRON SHALL BE PROvIOEO WHERE ACCESS ROADS AND RAMPS CONNECT TO PAVED PLSud ROA❑WAY5.7HE APRON SHALL BE CONSISTENT WITH DRIVEWAY DETAILS IN THE CITY OF RENTON STANDARD PLANS. SEE CONSTRUCTION DEANS FOR SPECIFIC Po20J1=CT REQUIREMENTS. 7. ACCESS ROADS AND RAM FS SHALL BE CONSTRUCTED WITH EITHER THE GRAVEL ROAD OPTION OR ASPHALT ROAD OPTION. WHERE ACCESS ROADS AND RAMPS PASS OVER EMERGENCY OVERFLOW SPILLWAYS, AN HMA WEARING COURSE IS REQUIRED (SEE STANDARD PLAN 234.10). 8 SEE CONSTRUCTION! PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, RRAWiNG 15 NOTTO SCALE (N751 STD. PLAN - 234.50 aaanavEs: PUSUC WORKS ACCESS ROAD AND RAMP GAZ 9/28/2018 I DEPARTMENT hhlc Worls!'�nlnslrai" DA1 F. REMOVABLE WATERTIGHT C OUI'LING OR FLANGE - r MIN. CLEA AME TO ANY PORTION OF FLOW RESTRICTOR TEE INCLUDING ELBOWS 2` MIN. ELBOW RESTRICTOR. SEE DETAIL AND NOTE 10 6" MIN ROAD DRAINAGE NOTES AND DETAILS OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E", W.M. CITY OF RENTON, KING COUNTY, WASHINGTON II\ III yIJ, ANGLE AS / \ iyl NECESSARY, I SEE NOTE 7 r MIN, '--' ADDITIONAL LADDER RUNGS TIN SETS) TO ALLOW ACCESS TO TANKS OR VAULTS WHEN CATCH IS FILLED WITH WATER Ell MAX. P LATE WELDED TO ELBOW WITH PLAN VIEW ORIFICE AS SPECIFIED. SEE NOTE I ELBOW RESTRICTOR DETAIL ELEVATION PER PLANS 12" MIN. UNDER FRAME 8 SOLIO CUJVER MARKED'DRAIW PAVEMENT WITH LOCKING BOLTS PER STO. PLAN 20050 1 s" NL4X. 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 NOT£ 6 12" (TYP.) 1.5 I D SEE NOTE 9 { TYP-} MIN. X MIN. I ❑ 1 4-- A-_ ISOMETRIC OUTLET PIPE, SEE j INLET PIPE NOTES 1 6 5 2' MIN. SHEAR GATE WITH CONTRi)L ROD FOR INVERT CLEANOUTORAIN {ROD BENT AS REQUIRED ELEVATION ON PER PLANS FOR VERTICAL ALIGNMENT WITH COVERT 12" SECTION OF PIPE ATTACHED 9Y PER STD. PLAN 237.313 GASKETED BAND TO ALLOW REMOVAL E' MIN. 12" WELDED RESTRICTOR PLATE WITH ORIFICE DIA AS SPECIFIED, SEE NOTE 10 NOTES: SECTION A 1. USE A MIMIAIUM OF A 54' DIAMETER TYPE 2 CATCH BASIN 2. OUTLET CAPACITY: 101FY1=AR PEVEiLOPED 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 OFF SET SO; A. CLEM409T 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 1,0. LESS 1W S. PROVIDE AT LEAST ONE 3. X .OW Ga4GE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. IMMIMVM 3'-0" VERTICAL SPACING} 7. LOCATE ELBOW RESTIRICTOIWS1 AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN B. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATGH BASIN 18 FILLED WITH WATER. 9. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR {KOR-N-SEAL B007 WITH CORRUGATED PIPE ADAPTER OR APPROVED EOUAL). WHEN CONNECTING TO AN EYJSTING PIPE USE A FABRICATED SAND COLLAR OF 7HE SAME MATERIALAS THE CONNECTING PIPE- IIl IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRiCTDR9 AN 1) RESTRICTCIR PLATES WITH ORIFICES ARE NOT REQUIRED, UNLESS OTH"WISE NUTED, DRAWING IS NOTY0 SCALE (W51 STE), PLAN - 23740 PUBLIC WORKS FLOWN CONTROL STRUCTURE - APFRUVE>); DEPARTMENT RE5TRICTOR TEE GAZ 9/25/�018 I r.ni� Nuns M,,r:r, DATE PULL POST SPACED 01900• MAX. 1 B9D' MAX. IW MAX. f yl`.) D TOP RAIL ACE POST '2 TIE WIRES (TYP.) SPACED �14" MAIL BR - LINE POST TOP RAIL TOP RAIL SPACED @ BRACE PAST 7Lr MAx C TENSION WIRE YEN SICN TIE WIRES{TVP.I $, TIE WIRE 347 TIE WIRE WIRE TIEWIR SJTYP47U, FABRIC ITYP.) 6'FABRIC (TYP-) HEIGHT ! HEIGHT FABRIC BAND (7YP.) FABRIC SAND (TYP.) STREMIER 8AR (TYF) STRETCHER BAR {TYP.) k g" :4�1:iLAtiYiL�ht CHAIN LINK - TENSIONLVIrtE " (TYP.) FENCE. FABRIC TENSION m'P.) KNUCKLED �IRE SOGRINGS{TYP.) : SELVAGE SPACED 24• MAXNWK CONCRETE POST BASE (TYP.} SEE NOTE 4 fi" 1V O1A MIN. CORNER LINE POST (TYP.I PULL POST [FENCE RUN] (FENCE RUN) 18' 1tl' GATE POST ITYP.}-3-17 DIA. {NOM-. SCH. AD) MATCH FENCE SELVAGE MP I TIE WIRES (TYP_) TIE WIRES {TYP.1 70P HINGE -186• E BULL POST $PACED 014" MAX. TOP RAIL SPACED14' MAX. SWING TTYP.) T TOP RAIL PULL POST g- TENSION TENSION FABRIC WIRE (TYP) WIREITYP.1 - HEIGHT FABRIC BAND UYP h STRETCHER BAR 7YP ' - ROn T >011 TENSION WIRE CHAIN LINK MATCH FENCE 18" BOTTOM HINGE HOG RINGS (TYP.) FENCE FABRIC SELVAGE (TYP.) r�7T ROUND SWING (TYP,) F SPACED @ 24" MAX. G I+- 1p" MIN ROUND 3•-p" (TYP,) 1� 12" ROUND GATE 12• ROUND -"T r+-- 347 ROUND GENERAL NOTES: 1. FENCE MATERIAL 5HRLL BE 9 GAUGE GALVANIZED STEEL FABRIC WITH BONDED VINYL COATING, VINYL COATING SHALL HE COMPATIBLE WITH THE SURROUNDING ENVIRC"ENTAS APPROVED BY THE CITY IE.G. GREEN III OPEN- GRASSY AREA5 AND BLACK IN WOODED AREAS). ALL PO$T'S, CROSS BARS, AND GATES SHALL BE PAINTED OR COATED THE SAME GOLDR AS VINYL CHAIN LINK FENCE 2. ALONG THE TOP ANO BOTTOM, U51NG WIRE TIES AND HOG RINGS, FASTEN THE CHAIN LINK FENCE FABRIC TO THE TOP RAIL AND TEN5ION WIRE WITHIN THE LIMITS OF THE FIRST FULL FABRIC WEAVE. 3. WITHIN 18 FEET OF A TRAVELER LANE. USE TENSION WIRE INSTEAD OF A TOP RAIL. 4 IF 5DIL ALLOWS, LINE POSTS ALONG FENCE RUN MAY BE DRIVEN DIRECTLY INTO GROUND A MINIMUM OF Z-6• INSTEAD OF USING GOT4CRETE POST BASE. S SEE ': JSDOT STD SPEC SECTION 9-15 1 FOR FENCE MATERIAL REQUIREMENT$ uNik55 UTIiERN.'ISE NU1EV, URAWINti IS NnI To SCALE IN NiI STD, PLAN - 234,60 a PUBLIC WORKS AP ED: DEPARTMENT POND FENCING AND GATE GAZ 9/28/2018 1 n.mrx r, DATE 10• MAX. PULL POST END OR CORNER POST TIE WIRE (TYP.) TOP RAIL - PLANTING BEDS(UNDISTURBED UNDISTURBED TURF (LAWN)AREAS. VEGETATION, SEE NOTE 1 SEE NOTE 1 �hi�� II+1411f,tlj�J!° f �1 lIIJ l I'V UNDISTURBED I yI'�j GRASS: SEED OR SOD NATIVE VEGETATION }-WUI�;1",rIIL+:':::"J'�llJ.i}Ill=i n UNDISTURBED NATIVE SOIL - f UNDISTURBED NATIVE SOIL OPTION 1 - NO DISTURBANCE PLANTING BEDS 3"4' ARBORISTWOODCHIPMULCH. SEE STD PLAN 262 60 3"OFCDMPOSTINCORPORATED NTO 5" OF SITE SOIL CrOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 61 D~ I URI: ILAWN:' AREAS GRASS: SEED OR SOD 1.75' OF COMPOST INCORPORATED 1NTO 6.25" OF SITE SOIL {TOTAL AMENDED DEPTH CF 9.5", FOR A SETTLED DEPTH OF V) SUBSOILSCARIFIED 4'BELOW SUBSOIL SCARIFIEb 4" BEL444 :,.•-•Y _ '1"-J COMPOST AMENDED LAVER COMPOST AMENDED LAVER .1T'• _ I72' SELdw SOIL SURFACE) (12" BELOW SOIL SURFACE OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLAN I ING HEDS TURF (LAWN) AREAS 4-'idd*4w4,. , .� I 3--4" ARBORIST WOOD CHIP MULCH, SEE STD - PLAN 282.60 8" IMPORTED TOPSOIL Mlfi (COMPACTED DEPTH) 5Lr880IL IF SCARIFIED 6' BELOW IMPORTED TOPSOIL MIX fi-RlPUBLICWORKS DEPARTMENT 0" 6" 12- OPTION 5 - IMPORTED TOPSOIL GRASS' SEED OR 500 NOTES: 1. AREAS OF NO DISTURWWCE TO Of FENCED AND E)aSTING VEGETATION AND SOIL TO BE PROTECTED FROM CONSTRUCTION MPACTS. 8"IMPORTED TOPSOIL MIX {COMPCTED (COMPA GENERAL NOTE& DEPTH) t TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO FULLY SATURATE WITHOUT CAUSING EROSION SUBSOIL IS 2- COMPOST TO MEET STD. PLAN 282.88. SCARIFIED $" SELOW IMPORTED 3- COMPACTION OF TOPSOIL (WHERE REQUIRED) TOPSOIL MIX TO BE TO 85% OF STANDARD PROCTOR. 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OtHERWISE NOTEII, MAYRNG IS NW TO SCALE (NTs) STD. PLAN - 264.00 APPY{ o' SOIL AMENDMENT SECTIONS GAZ 9/28/2019 ww"wmu.axr,ris»,�DATE BRACE BAND NRTH TOP RAIL TENSDN WIRE 2 CARRIAGE BOLT AND NUT TIE wIRE 5PAcED � [+� 14- MAX. {TYP.} STRETCHER BAR[TYP.) BRACE BAND WITH f FABRIC BAND I ,r n CARRIAGE BOLTAND NUT WITH CARRIAGE TENSION BRACE BAND WITH BOLT AND NUT TOP RAIL WIRE •r•, Jc CARRIAGE BOLT AND NUT TURNBUCKLE �( TENSION WORE STRETCHER BAR 4" �3 FABRIC BM4❑ WITH CARRIAGE HOG RING SPACED BOLT AND NUT ITYP.) 9 2 r MAX. (TYP.} DETAIL - END OR DETAIL • PULL POST v o p CORNER POSIT A (AT END, CORNER, OR GATE) B __� SCALE NTS 3a6 SCALE NTS 34 DETAIL -BRACE POST e 7OA RAIL SCALE. NTS 34. BRACE BAND WITH TOP RAIL STRETCHER BAR (TYP,) TWO WAY BRACE BAND WITH CARRIAGE BOLT TENSION CARRIAGE BOLT AND 14UT AND NUT (TYP,) W IRE (TYP) FABRIC SAND WITH CARRIAGE TENSION WIRE BOLT AND NUT MP-) CTEN34ON WIRE {TYP-1 FABitic BAND WITH TOP HINGE CARRIAGE BOLT STRETCHER BAR fFYP,) WRETC HER BAR I AND NUT {TYP.) TURNBUCKLE DETAIL -PULL POST (WITHIN RUN) D r SCALE: tFTS S¢_6 DETAIL -GATE POST E BOTTOM HINGE EYE BOLT SCALE: NTS ?4.G F:F�•Ff - STRETGHERBAR {TYP.) FABRIC BAND WITH DETAIL- GATE POST rF CARRIAGE BOLT AND NUT (TYP.) GCALE. N I-S 34 _ SrRETC HERSAR PEST FABRIC EYE BULT FABRIC BAND WITH CARRIAGE BOLT AND ! NUT SPACED IS, MAX_ TURNBUCKLE 2" ff I EYE NUT TENSION WIRE TYP-) I ° METHOD OF FASTENING DETAIL - PULL POST STRETCHER BAR TO POST (AT GATE) G SCALENTS POST AND RAIL SPECIFICATIONS MEMBER kl M. SIZE {$CH. 40) LD- WEIGHT ILarm END. CORNER, GATE, OR PULL PosT 2-V2" DIA. S.80 LINE OR BRACE POST 2' DIA 3.65 TOP RAIL 1AW DIA. 2.27 uN1ESS UTHERLVISE NU1Eu, URAWWCs 1swor TOSLIALE IP1131 STD. PLAN-134,70 PUBLIC WORKS POND FENCING AND GATE - POST AP° ED DEPARTMENT DETAILS GAZ 9/28/201.8 1 V, RI,ihi: rY"m M,nnr.ra DATE 2 PER COR COMMENTS DATED 6/8/20 1 PER COR COMMENTS DATED 10/31/19 NO. REVISION SURVEYED: TSL DESIGNED: DSC DC 6/10/20 DID DRAWN. DSC DG 12/2/19 DD CHECKED: DID BY DATE AP P R APPROVED: DD SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 4" 0 ELBOW (# 1) ORIFICE #2 IE=408.00 (4") ELBOW RESTRICTOR ORIFICE 0=1.1" 2" MIN 6'= 4" MIN. 16' MAX. 0.5' w 1,50' MIN. I 8" OUTLET IE=405.50 (8") J FRAME, GRATE, & SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS. --- ELEVATION=41 1.50 VERTICAL BAR/GRATES FOR SECONDARY INLET IE=409.00 OPEN TOP EL=409.00 2'-0" MIN 8" INLET PIPE FROM POND IE=405 50 (8") 3" X 0.090 GAGE SUPPORT N BRACKET ANCHORED TO CONCRETE WALL. (MAX. 3' VERTICAL SPACING) 8" SHEAR GATE W/CONTROL z ROD FOR CLEANOUT/DRAIN z ^ (ROD BENT AS REQUIRED N FOR VERTICAL ALIGNMENT WITH COVER) SEE 2009 KCRCDS FIG 7-025 AND FIG 7-026 RESTRICTOR PLATE WITH ORIFICE #1 0=0.45" EL=403.50 SAFETY HANDHOLES, STEPS, OR LADDER SECTION VIEW CB#1A, TYPE 2-48" (CONTROL STRUCTURE) SCALE: 1 "=2' 8" SHEAR GATE 12" RISER ELBOW RESTRICTOR RISER PER DETAIL ON THIS SHEET 6" MAX. 6" MIN REMOVABLE WATER -TIGHT COUPLING OF FLANGE PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED ELBOW RESTRICTOR DETAIL OVERFLOW W.S. EL=409.35 FRAME/GRATE FOR PROVIDE VERTICAL BARS IN FRAME © 4" O.0 (OTHER FLOW SYSTEMS ACCEPTABLE IF APPROVED BY KCSWDM) SECONDARY INLET DETAIL VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY O E 0%6R] RENTON DATUM • Planning/Building/Public Works Dept. PLAN VIEW CB#1A7 TYPE 2-48" SCALE: 1 "=2' ACCESS LID AND LADDER SECONDARY INLET PER DETAIL ON THIS SHEET O E. � OF /' 4'fO09 �O �`� C/STEF� ��� S10NA L ENG 11-3-20 • • � � 3 4-1 • O f!1 (n � w N tm � M V: i 0000N � mc: •� �d1N m m O U N °0 y R-409712 I �� IN COMPLIANCE WITH CITY OF RENTON STANDARDS L ' a 00 CO DEVELOPMENT ENGINEERING 4+ I SURFACE WATER UTILITY Nathan Janders 11/12/2020 jfarah 11/13/2020 DATE: ROAD DRAINAGE NOTES AND DETAILS FIELD6/18/19 V) m DALPAY SHORT PLAT OO DALPAY PROPERTIES LLC. PAGE: 7 DRAWING NO: 00 4033 N.E. SUNSET BOULEVARD a W RENTON, WA 98059 SHEETCIIA°F 18 A m 4ONFIGURAT1O N ON SLOPING GROUND ❑DWNSPDUT WITH CLEANOUT FILTER, SEE DETAIL r CLEANOUT PER $TD. PLAN 220-00 r 11Y MIN. LEVEL TRENCH WITH PERFORATED PPE - SEE NOTE 1 I 5 r MIN r I MIN d a I CLEANO PER I STD. PLAN 326.00 TO STORM DRAIN SYSTEM e i — — — — i I FOOTING DRAIN BYPASS ? r I MIN. MIH. I CFJLNOVT PER STD. PLAN 2213L.00 I ra STORM DRAw SYSTEM I DOWNSPOUTWITHCLaANOUT FILTER. SEE DETAIL MIN- LEVEL TRENCH ITH I` I i■ PE PERFORATED PIPE, SEE NOTE 1 , NO — — — — — — — — — — — — — — — — — — — — — — — — — CONFIGURATION ON FLAT GROUND COMPACTED TOPSOIL OR OTHER CLEAN FILL NON -WOVEN GEOTEVILE FOR SEPARATIou ON TOP AND SIDES OP TRENCH PER WSDOT SPECIFICATIONS SECTION 8-33.E{1 } TABLE 3 *114 T -A P [Q [ 1&' MIN. UNDISTURBED NATIVE -^.AIL PLAN VIEW OF PARCEL r` 6' MIN. PVC i PERFORATED PIPE PER ASTM D1 TAS souo-sJ LEAVES ,1 � li FFLTER SCREEN )UROCK WASHED ORN RO DRAJCK 2-5i TO GROUND 24- MIN. _iJ_ TYPICAL DOWNSPOUT MIN, VABOVE SEASONAL HIGH GROUNDWATER TABLE NOTES: 1, TRENCH LENGTH TO SE 19 FEET IN LENGTH FOR EVERY 5,900 SF OF CONTRIBUTING WPERVIDUS SURFACE, OR 35-M SF OF NON-NATVE PERVIOUS SURFACE. OR PORTION THEREOF. GENERAL MOTES: 1. INFILTRATION TRENCHES LIMITED TO ROOF RUNOFF FROM SFNGLE-FAMILY OR DUPLEX HOMES OR TO CONTROL BASEMENT FLWDI NG- CONSULT WA DEPARTMENT OF ECOLOGY REGULATIONS FOR UNDERGROUND INJECTION CONTROL PROGRAM LULCI FOR OTHER TYPES OF RUNOFF MANAGEMENT, 2. IMPERVIOUS AREAS LARGER THAN MOW SF AND NON-NATIVE PERVIOUS AREAS LARGER THAN 35.000 SF MAY REQUIRE LARGER PIPE AND SHOULD BE DESIGNED BY A CIVIL ENGINEER. 3 THE PERFORATED PIPE MAY NOT HE PLACED IN A ORFw& AREA BUFFER OR ON SLOPES STEEPER THAN 25%, 4. SEE C04STRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHFRYI5F N01-0, PRAWING I$ MOl' TV SCALE INTSI STD. PLAN - 263.40 � w PUBLIC WORKS PERFORATED STAB -OUT APPR ED U" DEPARTMENT CONNECTION GAZ 9/28/2018 1 DATF co co c a� ry 00 00 co 0 0 CD z J � SMOOTH COUPLING BAND FOR SMOOTH PIPE 3- I ROAD DRAINAGE NOTES AND DETAILS OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON COUPLING SAND r' WELD T WELD PLATE (SEE DETAIL} i MATERIAL TO BE ASTM A35 .6' PIPE GALVANIZED AFTER FABRICATION STAILEH EACH PER ASTM A153 I' LAT I -EN 51DE OF CULVERT TO POINT ANCHOR ASSEMBLY CORRUGATED METAL PIPE R1" UYP.1 R1"[TYP,) MATERIAL TO BE ASTM A 36 V4" PLATE GALVANIZED AFTER FABRICATION PER ASTM Al93 •lals ul 6e 6 5w .R hn1- 3:4' diem. 71913E x 34" 14 11A" _ 6-- - ,L, 1 7r 71s- 7'CUUPLINGBANO ` 4 1r2- i 4 1f2- 12.OR 24" COUPLING BAND 12" PLATE DETAIL GENERAL NOTES: 1. THE SMOOTH COUPLING BANG SHALL BE USED IN COMBENATK)N W FTH CONCRETE PIPE. 2. CONCRETE PIPE WITHOUT BELL AND SPIGOT SHALL NOT BE INSTALLED ON GRADES IN EXCESS OF 20%. 3. THE FIRST ANCHOR SHALL BE INSTALLED ON THE FIRST SECTION OF THE LOWER END OF THE PIPE AND REMAINING ANCHORS EVENLYBPArN)THROUGHOUT THE. INSTALLATION. A. IF THE PIPE BEING INSTALLED HAS A MANHOLE OR CATCH BASIN ON THE LOWER END OF THE PIPE, THE FIRST PIPE ANCHOR MAY BE ELIMINATED. S- WHEN CMP IS USED, THE ANCHORS MAY HE ATTACHED TO THE COUPLING BANDS USED TO JOIN THE PIPE AS LONG AS THE SPECIFIED SPACING IS NOT EXCEEDED. 9- ALL PPE ANCHORS SHALL BE SECURELY INSTALLED BEFORE BAC91FILLING AROUND THE PiP_: PIPE STAKE MP-) TABLE 4.2.1.A3 MAXIMUM PIPE SLOPES AND VELOCITIES PIPE SLOPE ABOVE WHICH PIPE M#IJL SLOPE MAX. VELOcFTV AT PIPE MATERIAL ANCHORS REQUIRED ALLOWED FULL FLOW AND MJN, ATtCHOR SPACING CMP. SPIRAL RIB. PVU 20% (1 ANCHOR PER %� 3ti PPS 100 LF OF PIPE) CONCRETE, CPE, OR PP' 10'W {1 ANC1tOGi PER 28%' �,n FPS 54 LF OF PIPE) DUCTILE IRON' 20% (1 ANCHOR PER NONE NONE PIPE SECTION} 20% (1 RNCHOR PER SOLID WAIL HDPE� 104 LF OF PIPE' HONE NONE CROSS -SLOPE INSTALLATIONS ONLY, NOTES: `THESE MATERIALS ARE NOT ALLOWED IN LANDSLIDE HAZARD AREAS. ' BUTT -FUSED OR FLANGED PIPE JOINTS ARE REOUERED- ABOVE GROUND INSTALLATION IS RECOMMENDED ON SLOPES GREATER THAN 40% A MAXIMUM SLOPE OF 200% IS ALLOWED FOR THESE PIPE MATERIALS WITH NO JOINTS LONE SECTION), WITH STRUCTURES AT EACH END, ANO WITH PROPER GROUTING UNLESS OTHERWISE MATED, DRAWING IS NOT TU SCALE (NISI STn. PLAN - 221.20 PUBLIC WORKS CORRUGATED METAL PIPE COUPLINGURI P°R DEPARTMENT AND GENERAL PIPE ANCHOR ASSEMBLY GAZ 9/28/2018 nuc uer.r...... ..rux DATE 2 PER COR COMMENTS DATED 6/8/20 1 PER COR COMMENTS DATED 10/31/19 NO. REVISION ENERGY DISSAPATOR PLAN ENERGY DISSAPATOR SECTION A -A EX. GROUND \/ SURVEYED: TSL DESIGNED: DSC DC 6/10/20 DID DRAWN. DSC DC 12/2/19 DID CHECKED: DID BY DATE AP P R APPROVED: DD iv 8" HDPE PIPE PLACE FILTER FABRIC BETWEEN GABIONS AND SOIL BEDDING ENERGY DISSAPATOR SECTION B-B SCALE: VERTICAL: NAVD 1988 N/A HORIZONTAL: HAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON 0'R Planning/Building/Public Works Dept. OWj � r42009 ��10 FSTO, \�� /ONA L LNG 9-21-20 ci E 0 � � 3 4-1 al .� O ul) C � � � W N O M V: i 0000N �d1N C Q .m j 0) /c�v W O V 0() r (, Y N Nt R-409713 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING I Nathan Janders 11/12/2020 ='R C� a 00 00 SURFACE WATER UTILITY jfarah 11/13/2020 p DATE: ROAD DRAINAGE NOTES AND DETAILS 6/18/19 V) m DALPAY SHORT PLAT FIELDBOOK: DALPAY PROPERTIES LLC. PAGE: f DRAWING NO: 4033 N.E. SUNSET BOULEVARD I -a �-! RENTON, WA 98059 SHEETCIIB R 18 A oU0" 0 ti N 1 1w=20' 0 10 20 40 N U i i i X cn W Q 0 U cn co CD cV 0 N N E 0 3 00 00 c �L C N 00 00 I I L — —— FND. REBAR CB TYPE 1 r & CAP CNW RIM=424.07' IE 12" PVC N=421.47' IE 10" PVC W=421.64' BOTTOM=420.85' :n-j.�7 I A TE- V-em < -� G — c G - - cr -- - OF WALL WATER — M — M — M — — M — MEX/ST4"W VALVEr - F. H. 2 70' c� W-319� P RAN — MM I FROM LOT I SEE SHEET C1 I GG— G— G —G —GG FOR LOCATION - - I------------- ---------------WATER --- NEW 1" WATER METER 0 to WATER NEW AND 1 " W Z10 ^ METER METER TO BE U �I� J INSTALLED BY CITY L,_ IN oz FORCES A WATER W O o METER PERMIT IS o to o z �0- REQUIRED a_U l o U Y I'7 � IC" O [if p Z fir` W � X Z :. — \1 , �I~0 O0 nn , r�ACD cn �t �� ,Y v J 00 N Li.I IW W p U ���+ J^\ �JDo W OIO� of W ti J0 I= W W X Icn U) of 0 i17 0- I Z0- I X O I W U I SS — SS — SS —ISS — SS SS — SS SS SS SS 0.2'N ems, I J Y v_,�;` J r� J LS#18913 0.4'NX0.5'W OF LOT CORNER BENCHMARKS: FOUND 1.5" BRASS DISK WITH PUNCH MARK IN CASE AT UNION AVENUE NORTHEAST AND NE 19TH STREET, KNOWN AS CITY OF RENTON CONTROL POINT #716 r n , cJJ 2" BRASS DISK WITH PUNCH MARK IN CASE AT THE INTERSECTION OF NORTHEAST 19TH STREET AND DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #1996 WATER PLAN AND PROFILE OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON o � '0 M � M 2 PER COR COMMENTS DATED 6/8/20 1 PER COR COMMENTS DATED 10/31/19 N0, REVISION n Jr J :T �C REDMOND CO RT IN.E.�i `'�''� CB RIM=414.39' (PUBLIC) i A' IE 12" PVC N=411.22' IE 6" PVC SW=411.90' (37- c c CENTER=409.71' 41�� n nv ' �< Y\r I NO PARKING SIGN 3 M M STORM VAULT TOP=416.69' T-, "r, R� EIRS WATER METER SDMH EX. PRIVATE 20' ACCESS ^ �& UTILITY EASEMENT PER i 0 0 — FND. REBAR RIM=417.49' 3 lr �✓ELDYKE II SHORT PLAT AA HOLDING & CAP CNW HOLDING MANHOLE LS#40016 BOTTOM CENTER=397.49t I # EC 20110316900007 ��, z, 0.2'E OF 3 N-{AP�OX. LOCATION ONLY) n DJ LOT CORNER STORM VAULT 31 CD L0 Jo wp 0; , TOP=416.70' `?'l�, =IM O W3 I oFIN, CONNECTION TO EX. CKERY NO PARKING SIGN 1 8" WATER BY CITY FORCES 3G Am O M Lq � � U-)Lci CDLn Ln 79+70 SURVEYED: TSL DESIGNED: DSC DC 6/10/20 DID DRAWN: DSC DC 12/2/19 DID CHECKED: DID BY DATE AP P R APPROVED: DID SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 81+00 410 405 K0 L-iiLl.:9i • CITY OF RENTON Planning/Building/Public Works Dept. FND. 1/2" REBAR & CAP LS#18098 0.4'E OF PROPERTY CORNER ,- ROCKERY O E.j � z kSION 42009O/STE,�A L ENG 9-21-20 V E V L � � � 3 � .� O � 0 LLI N O M U) i <00N � m — -0 C Q N lN9 ' n Ln 4s N m m O V N °0�� r- Lli R-409514 W-409701 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATER UTILITY C� agafour 11 /13/2020 PO 00 00 DEVELOPMENT ENGINEERING P'*-1 Nathan Janders 11 /12/2020 O DATE: WATER PLAN AND PROFILE 6/18/19 V) M DALPAY SHORT PLAT FIELD DALPAY PROPERTIES LLC. PAGE: f DRAWING N0: 00 4033 N.E. SUNSET BOULEVARD 0 �-! RENTON, WA 98059 SHEET :��^0F: 18 WATER NOTES AND DETAILS cn w Q 0 0 V (/7 n- CD cV O CV cV E 0 0 cn I 00 00 i o� Q) N 00 00 / CD O 0 z J WATER PLAN GENERAL NOTES Standard Plan No..300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WFrH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL Pi MISIONS AND WSOOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGR€S5. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR 0EVE LOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CcNSTRRUCTION. 2, ALL EX15TING LTIILITIE5 5HALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3, ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL !MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS UN -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL IOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA CI10/AZ1.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH &MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5, MINIMUM COVER FROM TOP OF WATER MAINS TO FfN15HED GRADE SHALL BE 35 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES, ANY DEVIATIONS M UST BE APPROVED BY THE CITY OF RENTON PRIOR TO CON5TRUCTTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER !MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 9S PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MOJDIRED PROCTOR TEST METHOD (M1DD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 89 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOD. 5. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAJLS AND SPECIFICATIONS AND SHALL BE 1NSTALLED AT ALL VERTICALANO HORIZONTAL. BENDS, FrTTING5 AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7, ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRICIRTO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS REEN FDA M-PIGGED, 0151NFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITYTEMNG. S. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 Psi TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR_ 9. THE CONTRACTOR SHALL NOTIFYTHE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAMNG CONNECTIONS TO THE EXISTING WATER SYSTEM. TH E CONTRACTOR SHALL EXPOSE THE €XSnNG WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERINGS THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS RECZUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. STET. PLAN — 300.0 * •� # PUBLIC WORKSWATER PLAN GENERAL NMES DEPARTMENT gARCI-I 2010 TESTING [DETAIL EXISTING TEE, DEAD END LINE, CAP OR PLUG DO NOT DISTURB BLOCKING NEW WATER LINE VERTICAL CR'QSS (MJYFL) FOR POLYPI.GGING 1 —BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG 1—BLIND FLANGE ON BOTTOM 1—PLUG(MJ) W/2"TAP & 2" BLOW —OFF TEMP. BLOCK FINAL CONNECTION DETAIL NEW WATER LINE EXIST. WATER LINE AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION, REMCVE TEMP. BLOCK & BLOW —OFF & CONNECT TO EXISTING WATER LINE WFTH SLEEVF- (MJ) AND D.I, SPOOLS FINAL CONNECTION BY CITY FORCES PUBLICWORKS + � + 17CI'ARTh4CN'r CONNECTION TO WATER MAIN EXISTING TEE OR END LINE CAP STD. PLA.t+>' = 300.5 MARCI 2010 OF DALPA Y SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MECALLION1 M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WTH LUGS, 5-1/4" MAIN VALVE ,OPENING, TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF-SEATTLE THREADS WITH A STORE ADAPTOR. 4.875" SEATTLE THREAT] X 5" STDR7. ATTACHED WITH 1/9" STAJNLESS STEEL CABLE, 1-1/4" PENTAGON OPERATING NUT FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORI=/P}ZESERVATIVE PAINT No- 5780-563 07M ACRYLIC GLOSS, SAFETY YELLOW DR APPROVED EQUAL, PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY REtJTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK Qf CURB OR 12" BEHIND BACK OF 3' SIDLWALK THAT IS ADJACENT TO CURB 4,875" x 5" 5TORZ TWO-PfECE CAST IRON VALVE BOX wITH LUG 5'x51xG" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE EXPANSION JOINT AT SECTION LENGTH TO KIT. VALVE NUT EXTENSION a' HACK OF SIDEWALK AS REQUIRED. 2"� /CONCRETE SIDEWALK RAISED PAVEMENT MARKER TYPE 88-A ,-(3R PLANTING STRIP STIMSONITE TWO-WAY BLUE REFLECTIVE 36" MIN COVER ,t CONCRETE BLOCKING C:ONORETE -� -HRUST BLOCK -6" x 3" x 4" MININOW CONCRETE HEARING BLOCK UNDER HYDRANT 0 L MAN LINE TEE. WITH B- FLANGE SfDE OUTLET. B" GATE VALVE (FL A MJ) AWWA C-509, RESILIENT SEAT 6- DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" CDR -TEN STEEL TIE RQDS- 112 YARD OF 1-1/4" WASHED DRAIN ROCK 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL, FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MN 3' RADIUS 5" CONCRETE PAD ONE MAN ROCK - s�1 LEVEL ALL GRDUND MIN 3' RADIUS w 6" CONCRETE PAD r Lf LL HYDRANT LOCATION IN CUT OR FILL STD. PECAN — 310.1 }A PUBLIC WORKS FIRE HYDRANT ASSEMBLY i D PARTMEN'r f .,. ?NARCII 2011) 13%24" PLASTIC METEN EIOX EQUAL TO MID -STATES PLASTIC, INC. [JCF SCRIES MSBCF 1324-12 WITH 1.75- THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLA5T105, INC. MSCBC-1324--R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 35- MIN COVER NEW RUCTILE IRON WATrNMAIN 9" MIN 12" MAX FlN15H GRADE - uj uj - a you a� PIPmr z IN UNIMPROVED RIGHT OF WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" LONG COPPER TAILPIECE. a w a i SIDEWALK Iz—y TOUCHREA€} WATER METER 70 HE 12" P�ivA TE P[PING SUPPLIED BYTHE - CITY i � TYPE "K" SOFT a O COPPER TUBING IF SERVICE LINE TD HOUSE IS TO 6E INSTALLED IN THE FUTURE CrA1 VAN'. rNStALL FO1�b 014-,33 OR a4 IlPr PLUG x COMPRESSION COUPLING A - LOOP DOWN TO CENTERLINE OF WATER MAIN TO PRC"OE SLACK IN CDPPER SFRmcF I_INC 'ra MFTFR. CORPORATION STOP WITH BALL VALVE. FORD COPPEIRSETTER rQR 1" METER: FORD V@H72-1$W-44-44G, OR TAPERED THREAD (CC). OUiCK Jd1NT M[DGNALLI BRASS: 21-4T5WGOO44. OR MUELLER: 1-B-2410-2 801H INLET AND OUTLET WIIH QUICK JOINT. PADLOCK WINGS ON (1- FJ�1000-4-Q) OR AY MCOONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET, ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL IAETER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST—rRON EQUAL TO CLYMPIC FUUNDAFRY. EXPANSION JOINTS MUSH BE INSTALLED ON our" SIDES OF METER BOB{. AA N OTL: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF VORF THAN ONE RIB. DRILL. 2" DIA, HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND MONT EDGE OF PIT LID } STD. PLAN -- 320.1 1" WATER SERVICE a PUBLIC WORDS } .` DE.PARTMEN'r NOVEMBER 2009 WATER MAIN IF ADDITIONAL ADJU57MENT IS REQUIRED, INSTALL 2-2' CLOSE NIPPLE AND 2-2" 90- REND, SCREWED Z" CLOSE NIPPLE AT THIS POINT. FIELD LOCATE PLASTIC METER ROX IN PLANTER DR CAST IRON SCX IN PAVED EEO OR CONCRETE AREAS. - 2" CLOSE NIPPLE 2" 90' ELBOW 2" 90' ELBOW 2" GALVANIZED PIPE AS REQUIRED CONCRETE BLOCKING PLAN VALVE NUT EXTFNSION AS REQUIRED TWO PIECE CAST IRON VALVE (SEE DWG DR46 / PAGE B000) EQUAL TO OLYMPIC FOUNDRY CO. GROUND LINE CONCRETE SIDEWALK STANDARD 8" TOP SECTION, 5" MAX. WITH REGULAR BASE SECTION LENGTH TO FIT, - \ I; 2" RESILIENT SEATED _ GATE VALVE, SCREWED I 2" GALVANIZED � PIPE 12" LONG 2" CLOSE NIPPLE RETWEEN CAP OR PLUG AND 2" 90' ELBOW _ o`er, auo��o INST,�L 4 MIL POLYETHYLENE ] u °° pp �d °` G PLASTIC COVER OVER WASHED 1 B" MAX Q D o'❑ o a ° o GRAVEL. CUT HOLE FOR PPE °��' "All G o-po 4�o4po 10 CU, FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN ELEVATION 2 1/2' NST (HOSE) ANO 2 1/2" FNST CAP WITH GASKET 2"x2"x2" TEE AND 2" CAP 2' CLOSE NIPPLE BEWTEEN TF ANO 90' ELBOW 2" 90' ELBOW SM. PLAN - 340.1 ` s PUBLIC WORk;S 2" BL(DiN-C)FF + I)LPARTMEN'T' PERMANENT ASSEMBLY MAR(71-I 201:0 R -409515 W-409702 OFE. W ��S'�6�1 42009 F�/STE�� NA L 9-21-20 C C V L � #A 3 ._ �o � Lu N M IA C QOcoN Q l0 L\�Ln In a-' N W V or-0- IN E F 7 le / O O O Z � B 2 EL. 1 1"=20' 0 10 20 40 -------------- FND. REBAR CB TYPE 1 & CAP CNW RIM=424.07' LS#18913 IE 12" PVC N=421.47' 0.AV0.5'W IE 10" PVC W=421.64' OF LOT CORNER BOTTOM=420.85' � _�7 1 / h �—M—— M—M ��MVMLVL--- _M6FMI DRAINS IL—G—G—G—G—G—G—G�4 I ---1------------- ------------------ WATER ZIpO WATER METER cn �10 METER of W 1� J z Q L_ I� O 7_1 fW— }}U I� z O U _ �i F dE 1N Z U U Y cr�O S W W W LrI a- I� uj Z r- O �` 0) _o X =1H U g Z O U m ^(`lb nn`J NO W 10- 0 - W Ln O U �v J �� c � J � � �� ` 000 X Qp I� `. w O �� En W of I ' l O Of o' a- 1 z CL I I X LLI U U 1 SS — SS — SS —I SS — SS SS — SS —SS —SS —SS SSMH / RIM=430.14' LADDER ON SW IE 8" N=420.74' I IE 6" SE=420.84' I I I I I I I I I I I I I I I I n , I °J � I I I I I I I I I I SEWER PLAN AND PROFILE OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SSA CB SOLID LID I � '� a; SSMH °S I RIM=415.08' v \RIM=417.83' os IE 8" PVC W=406.29' as _ I I / / IE 8" PVC E=406.22' I as _ 0 3 o IE 8" PVC S=406.08' N a\ N a aS as N as G 4 I j R %MOND COURT E. 3 3 °S cl s N (PUBLIC) I' 3�r=� -- CB RIM=414.39' �, IE 12" PVC N=411.22' IE 6" PVC SW=411.90' CENTER=409.71' I NO PARKING ��. J SIGN --.M M �c�J STORM VAULT �� 0.;,J ,) n „ IRSI WATER METER TOP=416.69' r _ r` .' \- EX. PRIVATE 20' ACCESS v &UTILITY EASEMENT PER &NCAP REBAR 3 A� I �/ELDYKE II SHORT PLAT "AA LS#40016 I SDMH I \ N I SEC#20110316900007 FND. REBAR I LOTCORNER RIMMANHO E .�/I - ?P OX. LOCATION ONLY) n & CAP CAW HOLDING MANHOLE 3 n LS I BOOM CENTER=397.49t O.4G SXO.2'W I i 3 OF LOT CORNER STORM VAULT PROPOSED ROCKERY TOP=416.70' 3 I CONC. WALL I 0�0 *0\ nok� BENCHMARKS: FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF 2 PER COR COMMENTS DATED 6/8/20 DC AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 PER COR COMMENTS DATED 10/31/19 DC STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 NO. REVISION BY 79+70 80+00 SURVEYED: TSL DESIGNED: DSC 6/10/20 DID DRAWN. DSC 12/2/19 DID CHECKED: DID, DATE APPR APPROVED: DID, LnLf) SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 81+00 Xel t� 81+40 C TY OF RENTON Planning/Building/Public Works Dept. FND. 1/2" REBAR & CAP LS#18098 0.4'E OF PROPERTY CORNER ROCKERY O E. �4 42009 F0/STF��` S�0NA L ENS 9-21-20 o V .� v! 3 s S � . vi U-) AA if � W N � M Q 00 — aQ0 N t'- 3: Lr) �V) C Ln a-7 N /cyan W V 0 N Y N r R-409517 S - 409701 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WASTEWATER UTILITY L Ann Fowler 11 /13/2020 ' .�- Po 00 00 DEVELOPMENT ENGINEERING 4� n�n// w Nathan Janders 11 /12/2020 '�, SEWER PLAN AND PROFILE DATE: 6/18/19 �+ V) Qp DALPAY SHORT PLAT FIELD DALPAY PROPERTIES, LLC. PAGE: DRAWING N0: 4033 N.E. SUNSET BOULEVARD 00 0_4 U-! RENTON, WA 98059 A 0 SHEET OF: 18 0 N z U c) U n Ln 0 CD CV CD CV CV N E 0 0 cn cn I 00 00 c N 00 00 / CD CD CD uj z J � MANHOLF. FRAME AND COVER PER STD PLAN 401- AD,JOSSTMENT RINGS AND hh )fRTAR JOINTS SEE P40TE 5 Mill To 2` MAX- I � � T x p R q 9 v a c' P � y 9 aV A ❑ ❑ � q❑ � q b O r t V R . V❑ p � v 4 � I] T 5; 1- STEPS TO BE PDLYPROPYLENE SAFETY STEPS- 7- STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL HE PER STD. PLAN 401. 4. MANHOLE SE,CIONS TC BE OF REINFORCED PREC,A`IT CONCRETE. 5. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 1DG. TIC USE OF HIMS IS PRC1H]B+TELL_ 6. SANITARY SEINER MANHOLES SHALL HAVE ALL INTERIOP SLIPFACE . INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WA,SEER IAA'"—SHIELDCGAT I(j0 OR APPROVED E4l1AL; COLDR OF COAIING SHALL ICE VYHITE- 7. RIBBER GASKETE:T, JQIN'15 SHALL RE IN CONFORMANCE +N1TH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE- 0 0-lH*JE'7Wl1,IS TO MANH-II_F SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL &_ -•- _ = i =-PPD EL' E -1 AL IU, 1i,; 'L1,IIIVPR3- EO fARL-AS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OR 124' AEIOVE FINISHED GRADE OR MOST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAvED AREAS, COVED MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. �g STD. PLAN! - 400.2 PU BUC WORKS SANITARY MANHOLE APPR�VT. 19 DEPARTMENT SHALLOW GAZ 9/1i/2019 RATE SEWER NOTES AND DETAILS OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 47 TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON A SEAL WITH AR 4-000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING 2'-4 MORTAR JOINTS} (3/8- M;N.) SEE MOTE 3 AND SPECIAL PRO14SON 7-05.3( t )- rAICHED AREA l2 PLAN NTS DIA.--4 . DEPTH OF CLASS *W ASPHALT T4 BE 2' BELOW BOTTOM OF THE UPPER ADJUSTMENT RING OR A MINIMUM OF 8" M+CHEVER IS GREATER. ADJUSTMENT RING (1' MIN,) OR BRICKS. SEE NOTE 4. SECTION A —A NOTES 1 REMOVE PAVEMENT AND BASE MATrERIALS FOR A DYSTANCE 3. ALL JOINTS BETWEEN THE CONE, AMWSTMENT RINGS, WHICH IS EQUAL TO THE 01AMETER OF THE FRAME PLUS POUR BRICKS AND FRAME SHALL BE GROUTED. FEET. ADJUST CASTING FRAMETO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 4. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE 400.1. ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS. BRICKS AND MORTAR ONLY. BRICKS SHALL BE 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8` OF STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND- THE CLASS "B" ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE USE 4F SHIMS ITS PROMBITE.O. BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS GREATER OR AS APPROVED BY THE ENGINEER. SM. PLAN - 400.4 {i PUBLIC WORKS UTILITY COVER APPROVER: ADJUSTMENT FOR DEPARTMENT MENT PAVEMENT OR OVERLAY fl �� Haas u�wr.... DATE 2 PER COR COMMENTS DATED 6/8/20 DC 1 PER COR COMMENTS DATED 10/31/19 DC NO. REVISION BY SURVEYED: TSL DESIGNED: DSC 6/10/20 DD DIN: DSC 12/2/19 DD CHECKED: DD DATE APPR APPROVED: DD SCALE: Mll-'rHOLES — 3 PLCS Er;II.IpLLY �F�=EII 1�1;• APAP T ON 1 r 1h' c 58Crn DIA D.E r`-E-E DETAIL+ r EI S EWE COVER & FRAME PLAN VIEW 25' D1A, 1635r-iml I` 3/4' L { • _I IE22mnl 164nml T iF COVER SECTION VIEW 2.E- ]/--' I]TA [ E Trrl 25 1/4' DIA rG4tmrF.i 1 1/16-' — I.. LGmrr} DIA E27r�rr] NEQPRENE GASKET 6" � 1.152 riml 1 afa' [ 1 CL OPEN 27 5/16' DIA US941 ml 34 1/8' DIA COVER BOTTOM VIEW B L T SOC. (AI-LED 51s"-11 x 1.5 S5 RUBREF WASHER BOLTING DETAIL rGmm1 L S*Im] n7 GASKET GROOVE DETAIL C867mM] NOTES: FRAME SECTION VIEW 1- ALL COVER SHALL BE LOCKING Llro PER F�'ZT JORDAN IRON WORKS INC. No 135717CI CIF . 2. USE FRAME AND COVER FOR STORM (SPEu I "DRAIN" ON COVER), SANJTARY (SPE-^,IF Y ''SEWER"). OR WATER (SPECIF'f "WATEF STD. PLAN - 401 '~ PUBLIC WORKS DEPARTMENT MANHOLE FRAME AND COVED GAZ 9/11/2019 � P.ecc�— DATC VERTICAL, NAVD 1988 N/A HORIZONTAL, NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. R-409518 42009 F6'/STE�� SloNA L ECG 9-21-20 V E 8 • i d � t .= � O V) A�A ii C W cN O M ul C Q 00 r-4 M — C: Q t Lr) � a...; N /c�� W O V � (3)c`�I Y o "t r S-409702� IN COMPLIANCE WITH CITY OF RENTON STANDARDS WASTEWATER UTILITY Ann Fowler 11 /13/2020 ,-1 � wl a ro DEVELOPMENT ENGINEERING c Nathan Janders 11 /12/2020 SEWER NOTES AND DETAILS DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 NNE C O DATE: ^ 6/18/19 V) FIELDBOOK: PAGE: DRAWING NO: /1 I� uj SHEET:C16OF: 18 A op r� V w a 0 CD 0 U Cn CD 0 CV CD N CV N E CD 0 1n I ao 00 c c a) ao 00 r- r___------- �� EX- SEWER MAIN I I I I PROPER7y LINE SPOOL (LENGTH 'r 11 � I •._.._.._.._.._.._.._.._ 4 1 1 I (LENGTH AS NEEDED) i i i i 3'-U" MIN. 6 SEWER STUB I I I I I I I I I I I 1 I I - SEWER MAIN TEE X F" TEE i SIDEWALK I i ii i�r I I COUPLING {TAP,} kk� 3c I� ------------------------- r .y I� I � rF�_'------ - L__�J BEND AS " REQUIRED FUTURE 4' SIDE SEWER 2"x 4" STUD MARKING POST PAPNTED 6' CAP WHITE WITH THE WORD "SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND #E WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUI3- 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST "DAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY "SEWER- ON LID), CLEANOUT TO BE CENTERED IN A 2'x2' CONCREIF PAD, CONCfRETE PAD TO BE 8' IN 9EP7H, EXISTING SANITARY SEWER MAIN —2.0% MIN. SLOPE FUTURE 4" SIDE SEWER \-6" SEWER STUB 6"XB'X6" WYE FUTURf 6"x 4" REDUCER SEWER MAIN 512E X. 6" TEE ACCEPTARLE PROCEDURES FOR SIDE SEWER CONNECTIONS LQ EXISTING SEWER MAIN A. VITMFIEU CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRIONG-BAOX" FLEXIBLE COUPLINGS {FERNCO 4R APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -SACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C- PVC & G900 PVC MAIN - CUT IN NTW TEE USING R1100 COUPLINGS OR CORE -DRILLED WITH A RpMAC SAQDLEm �01R APPROVED EQUAL), D- DUCTILE IRON WAIN - CORE -DRILLED WITH A ROMAC SADDLE �CR 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 f2" DIAMETER CR LARGER. G. MANHCLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL PE CORE -DRILLED- / l l. 3000 PSI MIX / CCINCRETi; 9LDCKING `- 6" TEE 6" MIN, SEWER MAIN CONCRETE BLOCKING ANGLE of TEE AT MAIN BETWEEN 25• AND 45' P cp y � CILC G 2 MIPI SLOPE J t1ORIZONTAL SEWER MAIN NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE DR 3-z LOWER THAN ME LOWEST HOUSE ELEVATION- WH EI-IEVER ES LOWER. AdptL SIDE SEINER STUB Oft STD. PLAN - 40CRI6.1 PDEEPARPARTMENT WORKS INSTALLATION GAZ 9/11/2019 � (SEINER MAIN TO PROPERTY LINE) Iahls Mori, Ad"m,irnSP .:rr E SEWER NOTES AND DETAILS OF DALPA Y SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ALL 90' 1URN5 SHALL BE ACCOMPLISHED 8Y MEAN$ OF A WYE ATH CLEAHOLIT AND 4" BZNV AS REQUIRED (NO MORE 45' BEND- TWO 45' RENDS SHALL NOT 9E THAN 45' BENO). EVERY 2ND 4" CLEANOUT WYE 'NTH ACCEPTABLE. (SEE NOTE 11) CHANGE IN DIRECTION 9R ;GRADE 45` BEND AND PLUG. WILL REQUIRE A SURFACE (SSE NOTE 11) i CLEANOUT WIFE- (SEE NOTE 11) W W w HOUSE HOUSE OI HOUSEI HOUSE 3 -0" MIN, 4' SEWER PIPE SURFACE CLEANOUT 4" SURFACE * (TYPICAL) fi"x fi"x$" WYE ¢ CLEANOUT 4" SEWER PIPE, SEE NOTES 2 (BEE $TD PLAN - 407) k - 4" TEST TEE WITH AND 3. MINIMUM LINE SIZE FOR ¢„ YYYE WITH PLUG FACE UP OTHER THAN SINGLE FAMILY 15 6" PROPERTY LINE CLEANCUT (TYPICAL) LINE 3 MIf1. _PROPERTY w Ly ti"x 4" REDUCER F F (TYPICAL) F "I MAIN SEWER LINE N NJ❑ TES 1, Prior to Installation of o sanitary sewer connection, o %]clo-sewer ? IF THE BUILDING SEWER SERVES ANY FUTURE HAVING permit must ha purchased from the City of Renton Public Works ai AO FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION Department. In OF THE NEXT UPSTREAM MANHOLE COVER OF THE y PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION o DEVICE SUCH AS CLEAN CHECK EXTENDABLE 2. Types of pipe and fittings that may be used for sanitary aawers BACk WATER VALVE OR APPROVED EQUAL SHALL BE shall be approved by the Department of Public Works. !Unless Ln m IN9TALLEO, otherwise approved by the Wastewater Utility, rubber a neoprene gaskets as speckled by the manufacturer, shall be used on � 4" FLEXIBLE COUPLING {FERNCO OR EQUAL} jpltlt8, a 9 SURFACE CLEAftOUT 3. A minimum grade of 2% (1/4" per foot) must be rnolntained 4"x 4'•x4" WYE with a 4' pipe. In the event a 2% grade cannot be maintained. 4" PIPING' with the oppraval of the Public W,Srks Inspector, the controctor may install a 5- diameter srde sewer at no less than 17- PLAN BUILDING DRAIN FOR 4. For inspection of side sewer. CdP 24 hours En edvence, The LOW ELEVATION HOUSE Inspection phone number rs on the side sewer permit. Site must be ready for Inspection and a representotive fln site when 5 Inspector arrives at oppainted time. Side sewer and stub shall MAIN TO PROPERTY LINE 5'-D" -0 be tested per City specifications. Make the connection at the PROPERTY LINE FROM THE HOUSE BUILDING DRAIN house. Do not hockTlll the ditch until approval Is given by the SIDE SEWER BUILDING SEWER 2'-E" Ingpoator- —3`-fl"MIN--- TO 3'-0" S. In9t011 Oide gkwgr with 2' minimum cover- 18" e9vor i2i 4llOwed \yj 4l at the house if Outlet 1s shallow. fj - It side sewer stub I nut nvoilable. Tha wmur h II he b S 4 9 4 - ca m n m z o m cn c a y a+ a M m; A responsible for Its installation per standard drawing 406.1. All # , mX x n work wrthin street right-of-way shall be done by a licensed and zSQo O : n x r a ,�IP6A-00 a- bonded oantractar. Y_ � a o M m A m y o a 0 [� m _U m f, All work shall be accomplished in accordance with the Washing:c, i n u A m a = m Industrral Safety and Flealth Act, (NTSHA) x]tn r-i e m o A z c a:B. NI trench restoration for side sewers rn the public right-of-way i Z a o o m M shall conform to the mast current trench restoration r1 I M rn a requirements 4is in the Renton Standard Drawings. V z o 0 °t o m p a S. All hufld3ng sewer and side sewers shall have bedding in =� occardonce with stondord drawing 405. Ut ;Ua `n PLAN mr° 1D. Whenevar feasible, there shall be a minimum 5 foot horizontal E3UILUCNG SEWER separotign between sanitary aide sewers and water services and z INSTALLATI y a minlmum 5 foot horrxantal separatlon between sanitary side v o sewers and gi other utilltrvs. CALL 811 BEFORE YOU DIG 11. The cleanout at the Right -of -Way shall be installed per to Standard Plan 406.1. The cleanout at the building shall he or 9° Installed to surface grade. All other c€eanouts shall be Installed www.callbeforeyoudlg.org to within 12' of the surface - TYPICAL BUILDING SEWER STD. PLAAI-406.2 PRI PUBLIC DEPARTMMENTINTWC)RKGAZ 5�FROM PROPERTY LINE TO Pa 11/2019 1 BUILDING CONNECTION AL DATE WASTEWATER UTILITY STANDARD NOTES I . ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SIP EGIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT1APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD FLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988. HORIZONTAL CONTROL SHALL RE NORTH AMEIRICAN DATUM 195311W1 UNLESS OTHEIRWISE APPRIWED BY THE CITY. I31=NCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS. 3. A PRE-C-ONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL 8E THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTE Y THE PUBLIC WORKS INSPEGTQR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.. 4. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECJFICATIONS ON WEEKDAYS UNLESS OTHERW IS APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 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 IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REOUIREMENTS. 6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL OBTAIN A DIG TICKET IN ACCORDANCE WITH ROW 19.122 A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMFS- 7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING EACH LAYER TQ 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 THE FILL OVER T+iE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL ("3.19), 8. SANITARY SPWEFZ PIPE SHALL 8� POLYVINYL CHLOPIOrE (PVC) RURBEIR-GASKETEO ASTM 0 3034. SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY. 9. SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC.) UNLESS APPROVED BY THE CITY, IF A SANITARY SEWER IS TO BE LOCATED UN❑FR ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC-), IT SHALL BE ENCASED IN A STEEL CASJNG THAT F-XTENDS A MINIMUM OF 5 FEET OUTSIDE OF SAID STRUCTURE. STEEL CASINGS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON AND SHALL HAVE A 318-1NCH MIN]MUM WALL THICKNESS AND 5HALL BE OF SUFFICIENT SIZE TO ALLOW INSTALLATION OF THE SANITARY SEWER PIPE WHILE MAINTAINING CLEARANCES AS RECOMMENDED BY THE CASING SPACER MANUFACTURER. STAINLESS STEEL CASING SPACERS SHALL BE INSTALLED ON THE SANITARY SEWER PIPE AT OISTANCI`S THAT PROVIDE ADEQUATE SUPPORT TO PREVENT SAGGING. THE ENDS OF CASINGS SHALL BE SEALED WITH WRAP -AROUND FLEXIBLE END SEALS. 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLE0 WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03.9(3) AND MECHIANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. 11. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS a SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THIF PREVENTIOfN OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTFR TIFF COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL. 13. THE CONTRACTOR SHALL PROVIDE THE CITY CF RENTON WITH A RECORD ❑RAWHdG OF THE SANFARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. STD. PLAN - 413 Aouth �►� PUBLIC WORKS WASTEWATER UTILITY APPaEE' DEPARTMENT G7AZ 9/11/2019 1 STANDARD NOTES _ rr�" WnI•Ad...ein"DATE o E. Dq w �F W A Syi,.s rQ v~i 42009 �o I /STFR s/ONA L E��\ 9-21-20 V A>A`' AW W •S 0) c W c m V R-409519 S-409703 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS WASTEWATER UTILITY + Ann Fowler 11/13/2020 ' DEVELOPMENT ENGINEERING c� Nathan Janders 11/12/2020 SURVEYED: SCALE: TSL N/A HOR ONT&: 11983/11991 SEWER NOTES AND DETAILS DESIGNED:DSC � CITY OF DALPAY S SORT PLAT DRAWN: DSC RENTON DALPAY PROPERTIES, LLC. 2 PER COR COMMENTS DATED 6/8/20 DC 6/10/20 DD ONE INCH DATUM 1 PER COR COMMENTS DATED 10/31/19 DC 12/2/19 DD CNECKEDDD AT FULL SCALE Planning/Building/Public Works Dept. 4033 N.E. SUNSET BOULEVARD IF NOT ONE INCH NO. REVISION BY DATE I APPR APPROVED: DD SCALE ACCORDINGLY RENTON, WA 98059 N II� aw a/ 00 r O. ,fj.�I�.I�. ^ ` DATE: 6/ 18/ 19 v) in O FIELDWOK: PAGE: /"1 W U DRAWING NO: SHEET :a7OF: 18 00 V O CV O CV CV D7 N E Q N 00 00 c a) Q) C N 00 00 U O O O w j Z J � L� I� o� �o N N a x "_ 1 20 0 10 20 40 I I I I � I L _ n r I r, I �r(✓/ ✓ cJ �` ' \ I I n JJ �v FND. REBAR CB TYPE 1 r & CAP CNW RIM=424.07' LS# 18913 IE 12" PVC N=421.47' 0.4'NXO.5'W IE 10" PVC W=421.64' OF LOT CORNER BOTTOM=420.85' N\ - - - �\ I � ry N \ &or— —� G — G ��IG_- WATER - M — m — m — INDICATION VALVE, M—M—M—M01-^L1-M—MI DRAINS I� I � �—G—G—G—G—G—G—G` I PROPOSED WATER zlo WATER METER WATER METER o to METER U L I CD } � I� U a IL I� OZ 1W- OIL Z _ Cy �O ICN Z cD U < Y of IC, O W W W -1 a- Iof L� W(D p Z O (V i` _o X I~ O Cn O O (V W IW W LQ `1 ° 0 < X lO Of O U CIJ JO ���+ r=� rr ` ✓ 0000 N LJ O¢ Of I= W W L'-I � cn X C) I in I I - Z 0- I X Lv O U I SS — Ss — SS —ISS — SS SS — ss—ss —ss —ss — _ 0.2'N COMPOSITE UTILITY PLAN OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON REDMOND COU IV E. 3 r' ' CB RIM=414.39' IE 12" PVC N=411.22' — (PUBLIC) / IE 6" PVC SW=411.90' CENTER=409.71' I ✓ J a - q N N r % I l i✓ ii r� ------ 9— G`c NO PARKING r`Jc 4��tv' I �� !\�� SIGN --ri Jim. m mSTORM VAULT `� I � TOP=416.69' T-, "r E�S i WATER METER r _ r\ r`, v ' EX. PRIVATE 20' ACCESS " v a& UTILITY EASEMENT PER ni � 0—O/ � &NCAP ECNW 3 A� �/ELDYKE II SHORT PLAT oCc LS#40016 I SDMH I \ N SEC#201 10316900007 r! ✓ -ND. REBAR I 0.2'E OF I RIM=417.49' 4c CAP CNW LOT CORNER \ HOLDING MANHOLE 3-(API�OX. LOCATION ONLY) r "en%��� S#40016 I BOTTOM CENTER=397.49t I N \, ,� -A' ` ) 2'SXO.2'W I 3 )F LOT CORNER STORM VAULT I Jr N � \ PROPOSED ROCKERY TOP=416.70' �EX. SEWER STUB *O,,l ' 34 E\4\'87,'wo v -- I I / toy 0 \ I I I SURVEYED: SCALE: TSL VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 BENCHMARKS: DESIGNED: IDSC FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK 8 10 DD DRAWN: 2 PER COR COMMENTS DATED 6 20 DC 6 PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF / / / /20 DSC ONE INCH DATUM AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 PER COR COMMENTS DATED 10/31/19 DC 12/2/19 DD CHECKED: AT FULL SCALE STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF DID IF NOT ONE INCH RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 NO. REVISION BY DATE APPR APPROVED: DIDSCALE ACCORDINGLY VIIIICITY OF RENTON Planning/Building/Public Works Dept. ROCKERY re 42009 F�/STE�� \��, /ONA L LNG 9-21-20 V E � � 3 = O .� ul) � W C N M V: i Q 00 rq C Q .m m m O U N °0 Y S-409704 W-409704 i R-409520 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WASTEWATER UTILITYff IL Ann Fowler 11 /13/2020 DEVELOPMENT ENGINEERING 4 I Nathan Janders 11 /12/2020 COMPOSITE UTILITY PLAN DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 W NNE W r O DATE: 6/ 18/ 19 C/) m FIELD PAGE: DRAWING NO: aw U SHE OF: C18 18 A p® p V III r LU VVlu�l I�I�ll�llll Q J n O Cn Q n Q 0 X Cn w Q 0 0 7 CD N CD cv N i E 0 0 co 03 N 0C 00 CD CD CD w j z J TREE LEGEND 0 EXISTING DECIDUOUS TREE TO BE RETAINED, PER TREE PROTECTION DETAIL, SHEET L-2 EXISTING EVERGREEN TREE TO BE RETAINED PER TREE PROTECTION DETAIL, SHEET L-2 t� EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING EVERGREEN TREE TO BE REMOVED D_ 18"CON. 1 CON. W I >tEAD (EC �M V2 \ wAIEH— _ MV�LV_M — G G" T ] EXISTING RO ------------- �, 1 L4 Q � -SS - SS - SS TREE RETENTION PLAN — INVENTORY SCALE 1" = 20'-0" DATUM HORIZONTAL DATUM NAD '83/' 1 1 BENCHMARKFOUND 1.5" BRASS DISK WITH PUNCH MARK IN CASE AT UNION AVENUE NORTHEAST AND NE 19TH VERTICAL DATUM: STREET, KNOWN AS CITY OF NAVD '88 RENTON CONTROL POINT #716 TREE RETENTION and LANDSCAPE SET 2" BRASS DISK WITH PUNCH MARK IN CASE AT THE INTERSECTION OF NORTHEAST 19TH STREET AND DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #1996 NO. OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON POST B' - 1O' ON-GENTER POST i I Protection Measures During Construction: Protection measures in this subsection shall apply for all trees that are to be retained. All of the following tree protection measures shall apply: 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: Prior to development activities, the applicant shall erect and maintain six-foot (6) high chain link temporary construction fencing around the drip lines of all retained trees or 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 VI2E0 STEEL P05T 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 (ii) an area around the tree equal to one and one-half feet (1-1/2') in diameter for each one inch (1") of tree caliper. A larger tree protection zone based on tree size, species, soil, or other conditions may be required. (Ord. 5676, 12-3-2012) EXI5TIN6 GRADE 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 if the mulch will adversely affect protected ground cover plants. (Ord. 5676, 12-3-2012) g. Monitoring Required during Construction: The applicant shall retain a certified arborist or licensed landscape architect to ensure trees are protected from development activities and/or to prune branches and roots, fertilize, and COMPACTED OR water as appropriate for any trees and ground cover that are to be retained. EXISTING SUBGRADE h. Alternative Protection: Alternative safeguards may be used if determined to provide equal or greater tree protection. (Ord. 5676, 12-3-2012) TREE PROTECTION DETAIL NOT TO SCALE \ ,,--- SS19O RIM1416.30' APN 042305-94 9 9 TUAIN INGUYE Ill ONLY NUMBERED TREES WITHIN N.G.P.E. EASEMENT WERE INSPECTED BY LANDSCAPE ARCHITECT. TREES WITHOUT NUMBERS WERE NOT INSPECTED. ALL TREES WITHIN N.G.P.E. TO BE RETAINED TREE #013 TREE #014 TREE #015 �JREE #018 REE #017 /TkE� #016 0 0 0 u TREE�#022 TREE #023 THEE #024 TREE #025 TREE #028 TREE #026 TREE#027 TREE#029 TREE #030 TREE #031 TREE #034 R-409521 OF WAs/y/ VgR���co U a n b EXP % U Zs 8.25.? �Q NO. 774 EXP �G 4'qNDSCAP�P Ul IE ILI mar) 01 4�1 WI 4 J QI�6 ._ 0 LU Ca� Imo, 1: ) Ny�gJ �;( 1 4C� Jp z (d< � V rc' C-4 M �03 1'�' U r i v IN COMPLIANCE WITH CITY OF RENTON STANDARDS PLANNING DIVISION APPROVED 11/09/2020 jding SURVEYED: SCALE: TSL VERTICAL: AD 1 83/1 C TY OF TREE RETENTION PLAN HORIZONTAL: NAD 1983/1991 988 DESIGNED: RENTON DALPAY SHORT PLAT .� DRAWN: BLS , ONE INCH DATUM DALPAY PROPERTIES, LLC. CHECKED: AT FULL SCALE Plan ning/Building/Public Works Dept. 4033 N.E. SUNSET BOULEVARD BLS IF NOT ONE INCH REVISION BY DATE APPR APPROVED::LS SCALE ACCORDINGLY RENTON, WA 98059 Q 0_00 00 —00 rr ObDATE: U) y { } !�/ 2/1 1 /20 FIELDBOOK: PAGE: >_ A , DRAWING NO: _J SHEET: OF: L-1 0 Ind a J n rr O co i- a n a 0 co Ld Q 0 0 a U J co cc i L T Q) C S_ N 00 00 / 0 0 CD w� Z J TREE RETENTION and LANDSCAPE SET OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON Print Form Reset Form Sage Form DEPARTIVIENT 0 F COMM UNITY CITY OF TREE INVENTORY AND ECONOMIC DEVELOPMENT ��Re one Tree No. QBH Species Del 10" Big Leaf Maple TREE ETEI TIE O KSH EET 002 12" Big Leaf Maple 003 7" Big Leaf Maple Planning Di-rision 004 16" Big Leaf Maple 05 =055 South GD8 06 rady Way -Fenton, WA 98057 " Decides Fir Decidous Phane; 42 5-430-7 00 k ww. ,renton a.gov 007 20" Douglas Fir 008 12" Big Leaf Maple 000 30" Douglas Fir DIG 8" Big Leef Maple 011 20" Douglas Fir 1. Total numbe r of trees over 6" diameter', or alder of cotton -wood 012 8" Big Leaf Maple 013 22" Douglas Fir trees at least 8"' in diameter on project site 1 220 1 trees 014 14" Douglas Fir D15 20" Big Leaf Mapl-e . Deductions; Certain trees are excluded frorrl t h a retention ralcuInon: D16 20" Douglas Fir Trees that are dangerous trees 017 11" Douglas Fir 018 15" Douglas Fir Trees In proposed public streets trees 019 $'• Dougla$ Fir Trees in proposed private access eas-ements/tracts 22 trees D20 24." Douglas Fir Trees in critical areas and bt~ffer 021 Big Leaf Maple 127 trees 022 5" Big Leaf Maple 023 21" Douglas Fir Total number of excluded trees: 149 trees 024 10" gig Leaf Maple D25 16" Douglas Fir 3- Subtract Arne- 2 'from line 1: 71 trees D26 10" Douglas Fir 027 16" Douglas Fir 4- Next, t0 determine the numberof trees that rnust be retained 4, multiply line 3 by: 028 18" Douglas Fir 0314" Douglas Fir D3 0-� i n 20n�5 R, R-1, R-4, R-6 O r R-8 0 013" Hemlock 0.2 in all ether residential zones D31 2xa- Big Leaf Maple ir 0-1 in all �mmercial and industrial zones 632 20" DouglasFtrees 032 7" Big Leaf Maple 034 8" Western Fled cedar S. List the nt rnl er of 6" in diameter, or adder or cotton woad trees 035 1a" western Red Cedar over 8" in d:arneter that you are proposings to retain: 27 trees D36 12" Hemlock 037 16" Douglas Fir 6. S ubtract rive 5 from line 4 for trees to be replacL-d: 038 36" Douglas Fir (if tine 6 is zeroor less, step here. No rephcemf!nt treU5 are -i?q roc) 0 trees 039 38" Douglas Fir 040 20" Douglas Fir D41 6" Douglas Fir 7- 111iult[ply fine G b 12"' fear number of required replac rr�elnt inches; 0 inches 042 19" Douglas Fir 043 9" Douglas Fir 8. Proposed sire of trees to meet additional planting requirement: 044 20" Douglas Fir (Minimum 2' caliper trees required for replacement, otherwise enter 0 I inches per tree D45 16" Douglas Fir D46 18" Douglas Fir 9. Divide line 7 by line 8 for number of replacement trees: 047 20" Douglas Fir (If remainder is ,5 otr, greater, round up to the next whole nulnber) trees 048 14" Douglas Fir 049 26" Douglas Fir 050 8" Douglas Fir i Measured at 4-5' above grade- D51 25" Douglas Fir A tree certified, in a wrt#err report, as dead, terra nally diseased, damaged, or otherwise dangerous to aersons or property by a licensed 052 8" Big Leaf Maple landscape architect, orcertified arbori5t, and app-oved by the City. 053 18" Western Red Cedar 3CriticaI areas, such as wetlands, streams, flecdpIans and protected slopes, are defined in RMC4-3-050 054 10" Douglas Fir 4 Count onty those trees to be retained outcidE�! of otitical areas and buffers- 5 The City may require rrlodifIcation of the tree retention plan to ensure retenJan of the rnaxirnum nurnber of trees per RMC 4.4.130H7a. r, hen the required n u n b e r of protected trees cannot be retained, replacement trees, with at least a two-inch (2") caliper ar an evergreen at least six feet $') tall, shall be planted- See RMC 4-4-130-11-1-1-a-(ii) for prohibited types of replacement trees. 1 KACEIADatalFcrms-TernpineslSelf-Help HandoutslplanringlTree Retention Workfheet.dock OU2015 HORIZONTAL DATUM: NAD '83/'l1 BENCHMARK FOUND 1.5" BRASS DISK WITH PUNCH IN CSEDATUM AVENUE MARK NORTHEAST ANDTNENION I 9TH VERTICAL DATUM: STREET, KNOWN AS CITY OF NAVD '88 RENTON CONTROL POINT #716 2" BRASS DISK WITH PUNCH MARK NORT EA TIN CASET 1 TH THEI STREETCANDN OF DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #1996 NO. REVISION Dripline, RETAIN cr Radius REMOVE Boles As shown RETAIN Shaded foliage. withi-1 NGPE RETAIN Off site RETAIN Topped, within NGPE RETAIN Multiple leaders. one dead; in NGPE RETAIN Healthy, in NGPE RETAIN Severe trunk damage, in NGPE RETAIN Healthy, in NGPE RETAIN Broken main top, in NGPE RETAIN Old dead leader, health}, in NGPE RETAIN Poor; groWing over lot, in (NGPE RETAIN Healthy, in NGPE RETAIN Healthy, in NGPE RETAIN Healthy, unsurveyed RETAIN Healthy, unsurveyfed RETAIN Dbl trunk, healthy RETAIN Minor rat at baw otrerwilie healthy rernove semi -shaded canopy. otherwise healthy rerr ove Healthy remave Leanin-9 base: otherwise healthy remave Heal(hy RETAIN Old dead leader. heallhy RETAIN Too close to Douglas Fir RETAIN healthy RETAIN Fairly healthy RETAIN Healthy remove Healthy rernove Healthy remove Healthy RETAIN Healthy RETAIN Multiple aid, replacec leaders, marginal RETAIN Split at base. old leader replaced RETAIN (Healthy terr ove Healthy RETAIN Healthy RETAIN Healthy RETAIN Healthy RETAIN Healthy RETAIN Healthy: remove ivy from trunk RETAIN Healthy; N-GPE rem ave Healthy rernove Healthy rernove Healthy remove Poor health_ shade lb r adj_ trees rerr ove Healthy remave Healthy remove Healthy remove Healthy remove Broken leader. new leaders rernove Healthy remove Spindly, shade by ether trees remove Healthy rernove Broken leader remove Healthy remove Healthy, leaning base SURVEYED: SCALE: TSL DESIGNED: BLS DRAWN: BLS ONE INCH CHECKED: AT FULL SGALE BLS IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY BLS 055 17" Dougla5 Pir remove Healthy D 6 24" Big Leaf Maple RETAIN Healthy, in NGPE 057 6" Douglas Fir remove Splittrunk, dead leader 058 13" Douglas Fir remove Healthy 059 28" Dauglas Fir RETAIN Healthy 060 8" Douglas Fir remove Spindler D61 19" Douglas Fir remove Healthy 062 16" Douglas Fir remove Healthy 063 10" Douglas Fir remove Spindler but healthy 064 10" Dauglas Fir remove Spindly but healthy 066 184I Douglas Fir remove 1-+ealthy D66 20" Douglas Fir remove Healthy D67 24" Douglas Fir RETAIN Healthy 068 12" Western Reel Cedar RETAIN Healthy D69 32" DcFuglas Fir RETAIN Healthy D70 18" Douglas Fir RETAIN Healthy D71 12" Trunk RETAIN Retain as habillat strudure D72 12" Western Red Cedar BETA N 1-4ealthyf 073 12" Douglas Fir DETAIN Severe lean, danger 074 6" D&uglas Fir RETAIN Healthy D75 12" Douglas Fir RETAIN 7opped D76 20" Douglas Fir RETAIN Ftealthyf, in NGPE 077 10" Wes'tern Rod Cedar remove Topped 078 361, Douglas Fir remove Healthy 079 8" Big Leaf Maple remove Topped of WAS 080 20" Xugla5 Fir rt~move Sovero learn ,<<C. F M. Vq R��r D81 082 18" 7" Douglas Fir Wes#ern Rod Gedar remove remove Healthy�� Healthy co 'o 083 24" Douglas Fir remove Split base, otherwise healthy 1:6 084 8" D&uglas Fir remove Broken leaders 2s�o EXP / 5 085 14" Douglas Fir rernove Healthy `�No. 7748X D86 10" Douglas Fir remove Topped �'�NoscAP�P 087 16" Douglas Fir remove Healthy 088 28" Douglas Fir remove Healthy 089 12" Western Fled Cedor remove Old split leader E 090 161, Douglas Fir remove Healthy� +fv D91 16" Western Fled Cedar remove Healthy 092 10" Douglas Fir remove Healthy ail 01 W1 093 e" Western Red Cedar remove Healthy G11 � 0; 094 14" Dauglp!� Fir rernove Healthy .� D �I 095 10" Qwglas Fir remove Healthy D96 18" DcFuglas Fir Femove Healthy � LLI D97 24" Douglas Fir remove Healthy j 098 14" Douglas Fir remove Healthy a 099 7" Daug11199 Fir remove Leaning, dead top +-0 73 � 100 12" QQuglas Fir rm eave Healthy � 5 rc v 101 12" Western Reid Cedar remove Significant dead foliage � U � v4 102 24" Douglas Fir remove Healthy Z. M 0 C4 r-r� 103 12" Conifer remove Healthy ICI lu VERnCAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM %R • CITY OF RENTON Planning/Building/Public Works Dept. R-409522 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 PLANNING DIVISION APPROVED 11/09/2020 jding TREE RETENTION CALCULATIONS DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 a CL oo 00 O O = 77 DATE: 2/1 1 /20 U) FlELDBOOK: PAGE: A L--� DRAWING NO: J SHEET: L_2OF: 4 Q STORMWATER BUFFER PLANT SCHEDULE TREES (D SHRUBS E 0 W C1 TREE RETENTION and LANDSCAPE SET OF DALPAY SHORT PLAT BOTANICAL / COMMON NAME CONT. SIZE QTY A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP ACER CIRCINATUM / VINE MAPLE B & B MULTI -TRUNK 7 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON BOTANICAL / COMMON NAME CONT. WATER USE SPACING QTY REMARKS ROSA WOODSII / MOUNTAIN ROSE #1 36" o.c. 25 FULL, BUSHY AND MATCHING. REMOVE ANY WEEDS FROM POT BEFORE PLANTING. RUBUS PARVIFLORUS / THIMBLEBERRY #1 36" o.c. 19 FULL, BUSHY AND MATCHING. REMOVE ANY WEEDS FROM POT BEFORE PLANTING. SYMPHORICARPOS ALBUS / COMMON WHITE SNOWBERRY #1 VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY GROUND COVERS BOTANICAL / COMMON NAME +++++++++++ GAULTHERIA SHALLON / SALAL +++++++++++ +++++++++++ +++++++++++ 36" o.c. 15 FULL, BUSHY AND MATCHING. REMOVE ANY WEEDS FROM POT BEFORE PLANTING. #1 36" o.c. 23 FULL, BUSHY AND MATCHING. REMOVE ANY WEEDS FROM POT BEFORE PLANTING. CONT. WATER USE SPACING QTY REMARKS #1 24" o.c. 164 FULL, BUSHY AND MATCHING. REMOVE ANY WEEDS FROM POT BEFORE PLANTING. PLANT SCHEDULE SIZE SYMBOL BOTANICAL / COMMON NAME CONDITION SPACING QUANTITY REMARKS TREES: CERIDIPHYLLUM JAPONICUM / 2" CAL. 30' O.C. 6 STAKE & GUY ONE GROWING O KATSURA B & B SEASON; NURSERY GROWN STREET and YARD TREE FOR STREET TREE USE, CALIPER IS MEASURED 4.5' ABOVE BRANCHED AT 6' FINISH GRADE SHRUBS: MG MISCANTHUS SINENSIS / 18" HT AS SHOWN 10 FULL AND BUSHY MAIDEN GRASS O LAVANDULA SP. 'HIDCOTE' / 18" HT AS SHOWN 8 FULL AND BUSHY ENGLISH LAVENDER Eg EUONYMUS SP.'EMERALD N GOLD' / 18" HT AS SHOWN 6 FULL AND BUSHY EUONYMUS GROUND COVER: ARCTOSTAPHYLLOS UVA—URSI 1 GALLON 24" O.C. AS REQ'D FULL AND BUSHY 'MASSACHUSETTS' / KINNIKINNIK WOOD CHIP MULCH AT BASE OF EXISTING TREE TO BE RETAINED. SEE TREE PROTECTION NOTES THIS SET LL, I JIVKM VHULI — i-1J I 4J24L ou i- -)-q 1 1 SOIL AMENDMENT BMP TO BE TOP=416.70 N i 10' WIDTH LANDSCAPE BUFFER. 10, 3 10' TO BE INSTALLED AT THE TIME APPLIED TO ALL AREAS OF i D STURBED / L OF PLAT DEVELOPMENT a / /No M I I I O o I o _ _ = _`44 8 = _ ° \ ° LOT 12 g 06g Eg409 / LOT 3 o ° ° I o EO O / \ \ 16 O 1B \ \ \\ \ \Q \ \ \ ° O O WATER — M—M—MVALVMI WATER — ccccl ER ------- cq r5 u- L) 3 TREES TO BE INSTALLED AT THE TIME OF HOME CONSTRUCTION 41 03 03 N Oc 00 CD CD CD w z J � =SS — SS — SS \ \ \ o o o + LOT LINE (TYP.) I a0 O \ gk \ LS o \ FL Q� / ++ / 14 cQ I\ \ � ;,. / A \ \TY AL) vv \\\ % LANDSCAPE BUFFER TO THE \ \\ \ ° \408 �� ° 06' EXTENT POSSIBLE WITHIN o ° \ 406 o oA, FENCE. 1 I I I ° \ ° \ \ \ \ \ 04\ LOT 1 \ \ \ \ \4p? \ ° I I \ \ \ \ 1 1 \ S \i9 � \ _/ / /\\4 \ 9� ° \ g6 I \ o \ \ \90 \ \ \ o \\ 406 I I I ° �� \ \\ _ 40 0 °02 I I \ 98 _ i / \ 1 I GALE " = 20'-0" / / \ � \\ \ 11 1-1-- __ _ _ —_— t a T « \\ _394� —� �` ego m� I � >�C)74 f 0 ° 1 \ t ` I I\\ I TIGHTLINE SHALL BE LOCATED AND 0 74 I SOIL AMENDMENT BMP TO BE \ \ 10 \ WALKED WITH CITY OF RENTON APPLIED TO ALL AREAS OF DISTURBED SOILS STAFF AND APPLICANTS ARBORIST LANDSCAPE PLAN PRIOR TO CONSTRUCTION BENCHMARK FOUND 1.5" BRASS DISK WITH DATUM PUNCH MARK IN CSE AVENUE NORTHEAST ANDTNENION 19TH HORIZONTAL DATUM: VERTICAL DATUM: STREET, KNOWN AS CITY OF NAD '83/'11 NAVD '88 RENTON CONTROL POINT #716 2" BRASS DISK WITH PUNCH MARK IN CASE AT THE INTERSECTION OF NORTHEAST 19TH STREET AND DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #1996 NO. REVISION SURVEYED: TSL DESIGNED: BLS DRAWN: BLS CHECKED: BLS BY DATE AP P R APPROVED: BLS SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C TY OF RENTON Plan ning/Building/Public Works Dept. I 0 N r 0 10 20 40 OF WAsy/ M VAR4��Ci O CO n EXP % U 2 8.25.? ��Q F VO 774 EXP "gNDSCAP�P UI I 0 lfwn 01 LI all WWI C 4-J QI�6 LLI I� 1'I: ) ; Q urn •y� z < N �� ('4 r �I 4- C-4 Im 103 ,ICI Lri R-409523 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PLANNING DIVISION w� APPROVED Q 11/09/2020 jding J z::t LANDSCAPE PLAN DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 LL— CO 00 rr7-- O b DATE: 2/1 1 /20 U) FIELDBOOK: y { } PAGE: / < !�,/ DRAWING NO: A , III J SHE L-�OF: nj a J n I — Cc O co a n J a 0 a U n rn 0 0 N CD N N rn ;_ a 0 a J i 00 00 i a� c N 00 00 r- / 0 CD CD LLi j Z J li L LANDSCAPE PLANTING NOTES AND MATERIALS SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM OF FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISH GRADE AND RE -MULCHING TO SPECIFIED DEPTH. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 60-DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 60 DAYS FOLLOWING STORE OPENING. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. SUBMITTALS: SUBMIT FIVE (5) COPIES THE FOLLOWING TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY WORK: A) DOCUMENTATION THAT ALL PLANT MATERIAL HAS BEEN ORDERED. B) TOPSOIL ANALYSIS AND RECOMMENDED AMENDMENTS. C) TREE STAKING AND GUYING MATERIALS. D) ONE (1) QUART SIZE OF TOPSOIL AND MULCH. E) PLANTING SCHEDULE INCLUDING DATES AND TIMES. F) MAINTENANCE INSTRUCTIONS FOR ONE (1) FULL YEAR. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE AND ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. D) LABEL AT LEAST ONE (1) TREE, SHRUB, AND GROUNDCOVER OF EACH VARIETY WITH A SECURELY ATTACHED WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL AND COMMON NAMES. E) DELIVER PLANT MATERIAL AFTER PREPARATION OF PLANTING AREAS HAVE BEEN COMPLETED AND PLANT IMMEDIATELY. IF PLANTING IS DELAYED MORE THAN SIX (6) HOURS AFTER DELIVERY, SET MATERIAL IN SHADE, PROTECT FOR WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOT BALLS MOIST BY COVERING WITH MULCH, BURLAP OR OTHER ACCEPTABLE MEANS OF RETAINING MOISTURE. SOIL PREPARATION: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO A SOIL TESTING LABORATORY. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST -CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HERE -IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF SITE SOURCES. B) TOPSOIL TO CONSIST OF 3-WAY TOPSOIL AS PRODUCED AND REMIXED BY PACIFIC TOPSOILS, INC. 3-WAY TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. BENCHMARK TREE RETENTION and LANDSCAPE SET OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON E) TOPSOIL PREPARATION AND INSTALLATION: 1. VERIFY SUBGRADES TO -7 INCHES IN LANDSCAPE AREAS BELOW FINISH ELEVATION, OR AS INDICATED ON PLANS. THIS ACCOMMODATES TOPSOIL AND MULCH. 2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB -GRADE PRIOR TO SUB -GRADE PREPARATION. 3. THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB -GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT AND AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. 4. REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB -GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. 5. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. F) TOPSOIL PLACEMENT: 1. PROVIDE A TOTAL FINISH COURSE OF 4 INCHES OF TOPSOIL FOR LANDSCAPE AREAS. 2. PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS. ORGANIC MULCH (TOPDRESSING): ONE -HALF -INCH (1/2") SIZE, TO ONE -QUARTER (1/4"), HEMLOCK/FIR BARK. FINE TEXTURED AND DARK BROWN IN COLOR. STAKES: 2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. LAWN: COMMERCIAL SEED MIX TOLERANT OF PACIFIC NORTHWEST CLIMATE. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. M1111011Z.y[K601111 "WILT -PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. 07=fl11110111 CONTAMINANTS: VERIFY THAT ALL SOIL CONTAMINANTS (E.G., PAINT, SEALANTS, SOLVENTS, OILS, GREASES, CONCRETE/ASPHALT SPOILS, ETC.) HAVE BEEN SATISFACTORY REMOVED FROM ALL PLANTING AREAS. DO NOT BEGIN WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. FINISH GRADES: FINE GRADE AND REMOVE ROCKS, DEBRIS, AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND 1-INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. MOISTEN PREPARED AREAS BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. TREES AND SHRUBS: ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY TO PROVIDE A 2-INCH DEPTH. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. CLEANUP AND PROTECTION: DURING LANDSCAPE WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR REPLACE DAMAGE LANDSCAPE WORK AS DIRECTED BY THE OWNER. PLANTING MAINTENANCE: PROVIDE FULL MAINTENANCE BY SKILLED EMPLOYEES OF LANDSCAPE INSTALLERS. CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK PUNCH MARK IN CSEDATUM CASET THEI OF AVENUE NORTHEAST ANDTNENION 19TH NORT EA TIN 1 TH STREETCANDN HORIZONTAL DATUM: VERTICAL DATUM: STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF NAD '83/'11 NAVD '88 RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 NO. PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) LODGEPOLE STAKES, WITH ELASTIC CHAIN -LOCK TYPE GUYS TIED IN FIGURE EIGHT, REMOVE AFTER ONE GROWING SEASON, STAKES AND TREE TO BE PLUMB PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING LAWN PLANTING; PROVIDE 3'0 "NO GRASS" TREE RING AND 2" DEEP MULCH LAYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10" FINISH GRADE - PREPARE PLANTING BED PER SPECS; AT MIN., LOSSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND TIMES BALL DIAMETER REMOVE ALL WRAP, TIES, AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE 24" MINIMUM DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE 2" MULCH LAYER FEATHER EXCESS _ SOIL UNDER MULCH 1" MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE �%- IPRE RE P LANTI N BED NOTE: REMOVE CONTAINER AND WORK ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY. SEE PLANT LIST FOR PLANT SPACING. LESS THAN 1 GALLON CONTAINER 1 GALLON CONTAINER and LARGER ( PLANTED BEFORE MULCH ) ( PLANTED BEFORE MULCH) GROUNDCOVER PLANTING DETAIL NOT TO SCALE HOLD PLANTS F—" EDGE OF PLANT AS NOTED ON F BED LINE EDGE CURB/WALK - PLANT MATERIAL SPACING DETAIL NOT TO SCALE IM 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. SHRUB - PRUNE AS DIRECTED BY LANDSCAPE ARCHITECT 2" DEPTH MULCH LAYER 4" SAUCER FOR WATERING BACKFILL TO BE A MIX OF TOPSOIL, FERTILIZER, AND PEAT MOSS SCARIFY ROOTBALL ON CONTAINER MATERIAL. REMOVE TOP 1 /3 OF BURLAP ON B&B MATERIAL 3x THE ROOTBALL DIAMETER NOTE: APPLY ADDITIONAL 4 OZ. 8-32-16 FERTILIZER INTO TOP 2" OF PLANTING MIX. PLANT SHRUB HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL. ROUGHEN ALL SURFACES OF PIT. CUT AND REMOVE BURLAP FROM ROOT BALL SHRUB PLANTING DETAIL NOT TO SCALE of WAS&, VAR4�G O co 0 EXP 2 8.25.? ��Q FNO 774 09 �G �gNDSCPv m E 0, It.) ID 01 01 0I a-J RPJI •— 0 w � M"1 9C a 60 ILN C� t\ >< Q01 r ui 00 lu Y R-409524 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PI J SURVEYED: SCALE: TSL V: NAB 1988 LANDSCAPE NOTES and DETAILS HORIZONTAL: NAD 1983/1991 CITY OF DESIGNED: C RENTON DALPAY SHORT PLAT DRAWN: BLS DALPAY PROPERTIES, LLC. ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 4033 N.E. SUNSET BOULEVARD BLS REVISION BY DATE APPR BLS IF NOT ONE INCH RENTON, WA 98059 APPROVED: SCALE ACCORDINGLY �N 00 00 O O = 77 DATE: /I I /20 IM FIELDBOOK: `` PAGE: a DRAWING NO: A LL--j _ j a / SHEET: OF: I0rij 0� O O LL] ws NE 22nd Se ` m ^i NE 20th St NE 20th St � n � n m 6 � • ® am ? NE 161h St I I i L LAN OIN' o q 5 f i 2 tOth St 's Electronics a trget e < rt Cy m NE 22nd S1 SE 10eth St `• NE 201h PI m � NE 20th SI v NE 19th Sl m m w v 1 tNnnm� NE 171h PI a NE 17th SI SITE N 3 Goodwill Renton e Spring Tree NE 7Lth S1 RMlon Driver Condominiums g Licensing DikeO m NE 1211, St NE 120h S[ 900 NE 12in St NE 12th S1 Or Dollar Treer c_ R NpatV. t F e Planet Fitness NE 12Ih St Oliver M Hazel High SO - NE tlm sl 4111 ih st 4 o 3 NE 10t4 FL NE loth PI NE 101b St NE 101h St NSU NE 101h Ln tS$ .r5 NE 9V, pl I 5 S. n� NE loth St • Z<^ NE 90 PI m st NE 91h St n u Ni 9(h St 1L491h St A 9p9t Kiwiinis Park Honey Dew a' 'O y NEg,p Sr u E '^ gtF Pt N€Bth St AlhleliC Fi elds o " NE 7th 5 d NE n, NE 8th St c S m NE An St NE 7th P7 fFc� AVEhPr 61 nlF gth 3' mPl VICINITY MAP LEGAL DESCRIPTIONS LOT 5, RENTON SHORT PLAT NO. LUA-03-125, RECORDED UNDER RECORDING NO. 20050927900007, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SPECIAL EXCEPTIONS EXCEPTIONS AND NUMBERING PER NEXTITLE ORDER NO. NXWA-0203086, DATED FEBRUARY 16, 2016 AND SUPPLEMENTS THERETO. 1. GENERAL PROPERTY TAXES AND SERVICE CHARGES. 2. CITY OF RENTON ORDINANCE NO. 4025 AND THE TERMS AND CONDITIONS THEREOF IMPOSED BY INSTRUMENT RECORDED: DECEMBER 3, 1986, UNDER RECORDING NO. 8612031455. (NOT PLOTTABLE) 3. CITY OF RENTON ORDINANCE NO. 4482 AND THE TERMS AND CONDITIONS THEREOF IMPOSED BY INSTRUMENT RECORDED: DECEMBER 2, 1994, UNDER RECORDING NO. 9412020474. (NOT PLOTTABLE) 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, PURPOSE: UTILITY SYSTEM(S), AREA RECORDED: JANUARY 7, 2005, UNDER RECORDING NO.: 20050107001695. (BLANKET EASEMENT 10' IN WIDTH OVER FACILITIES AS CONSTRUCTED OR TO BE CONSTRUCTED) 5. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE SHORT PLAT RECORDED UNDER RECORDING NO. 20050927900007. (N.G.P.E. EASEMENT AS SHOWN) 6. COVENANTS, CONDITIONS AND RESTRICTIONS IMPOSED BY INSTRUMENT RECORDED: SEPTEMBER 27, 2005, UNDER RECORDING NO.: 20050927003163, INCLUDING, BUT NOT LIMITED TO, LIABILITY FOR ASSESSMENTS LEVIED BY THE COMMUNITY ASSOCIATION. (NOT PLOTTABLE) 7. MATTERS DISCLOSED BY SURVEY, RECORDED MAY 11, 2001, UNDER RECORDING NO. 20010511900003. (NOT PLOTTABLE) TAX PARCEL NO. 042305-9032 AREA 72,318 SQ. FT.± (1.660 ACRES±) BASIS OF BEARING (NAD83(91)) BASIS OF NAD83(91) HORIZONTAL DATUM WAS ESTABLISHED BY HOLDING A LINE BETWEEN BETWEEN A FOUND 1.5" BRASS DISK WITH PUNCH MARK DOWN 0.5' IN CASE AT UNION AVENUE NORTHEAST AND NE 19TH STREET, KNOWN AS CITY OF RENTON CONTROL POINT #716 AND A 2" BRASS DISK WITH PUNCH MARK DOWN 0.5' IN CASE AT THE INTERSECTION OF NORTHEAST 19TH STREET AND DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #1996. BEARING BETWEEN THESE TWO POINTS WAS TAKEN AS NORTH 79° 01' 01" EAST. BASIS OF ELEVATIONS (NAVD88) HELD THE PUBLISHED ELEVATION OF ABOVE REFERENCED CITY OF RENTON CONTROL POINT #716 AT 437.35' CHECKED TO PUBLISH ELEVATION OF RENTON CONTROL POINT #1325 WITH A CLOSURE OF +0.04' PROCEDURE / NARRATIVE: A FIELD TRAVERSE USING A FOCUS 35 ROBOTIC TOTAL STATION AND A SPECTRA PRECISION RANGER 3 DATA COLLECTOR SUPPLEMENTED WITH FIELD NOTES AND TOPCON GR5 NETWORK RTK GPS ROVER, WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. REFERENCE SURVEYS R1) CITY OF RENTON SHORT PLAT LUA-03-125—SHPL, REC. NO. 20050927900007 R2) CITY OF RENTON SHORT PLAT LUA-09-058, SHPL, REC. NO. 20110316900007 R3) PLAT OF SUNSET CREST, REC. NO. 20060425900008 BOUNDARY AND TOPOGRAPHIC SURVEY I - N88e19'25"W 1306.05' I 1V I WV L E u 0 100 200 400 SCALE: 1"=200' — S88e 19'25"E 2612.10' — — �% 653.03' 653.03' E 1/4 COR. S4 T23N R5E 1 1 FOUND MONUMENT IN CASE 90. 3" BRASS W/PUNCH I 1�1 &TNE U211SST ST. AVE. NE % i L 327.3 I N88'09'53"W 654.71' N co LO Eo W s I of 02 Ll') O O Z I I S88*14'39"E 1307,73' 808.88, 1/16 COR. S4 T23N R5E RENTON CONTROL #2259 FOUND MONUMENT IN CASE 1" BRASS W/PUNCH DOWN 0.7' 4.93'S OF INTX. UNION AVE. NE & NE 19TH ST. �I N co Lo go 1 S88e09'53"E 654.71' _ U) N / W N 0 02 p 0 0 I z I I I I co CI 00 0 rn I w 114 LO U) _N I O M 0 ZI I I I I 906' RENTON CONTROL #159 FOUND MONUMENT IN CASE 2" BRASS DISC I \ W/PUNCH 4"X4" CONC. li DOWN 0.6' _ 1312.79' INTX. NE 12TH ST. & UNION AVE. NE RENTON CONTROL 1304 — — 1312.79' # N88e00'25"W 2625.57' FOUND MONUMENT IN CASE — — — 3" BRASS DISC W/TACK DOWN 2.2' INTX. NE 12TH ST. & MONROE AVE. NE CONTROL SKETCH 1" = 200' SURVEYOR'S CERTIFICATE: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY UPON WHICH IT IS BASED WERE MADE BY ME OR UNDER MY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE AS OF THE DATE OF THE FIELD SURVEY. TREVOR S. LANKTREE P.L.S. WASHINGTON REGISTRATION NO. 45789 07-14-2016 DATE R-409525 i W Of W (J' a Of 0 W J m H LJ LLJ Of CD 0 W Q W >� �W z 0 F- V � z 2 0� �_ CO) CL Q T W � Q O LL C'3 LiJ LL z 0 0 I- Lo W it Lu EL LL� Il a O�0 F- v • / T Z Z Z U Q N z r = a 0 1- U Q LL C!) 0 z_ Z z Y li 0 m _m r 0 U Q tJ > tJ LLJ cl) J to W =) C) m W Q a 0 �Lu /) � = Z 0 Q W Z Z W J cr Q M p M 0 qql 0 LL 0 0 O O N (n � O < 0 J CO V) Z m Vj v O N Q' In Q) 3 p U N W 1 + � U Q 0 CV O V O 00 Z < Z O U Z m CD Q C-ll > W Cfl w I cc,-))W> (o W zLO � CD �Z �=3 w� �� LLJ fY ♦^ r1l) LLJ YQ CLO al �LnZ Z Z � m LLJ Z O � tJJ E CO o Ln z � N r X co 0 2 0 N ^II 0 U U) E 0 I 0 N D 6 a 0 O 0 `W 1 LEGEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) SURVEY MONUMENT (AS NOTED) -.-•-x- CHAIN LINK FENCE SECTION CORNER (AS NOTED) -"-"-"- WOOD FENCE � SET REBAR/CAP (LS#45789) --�-�- HOGWIRE FENCE o FOUND REBAR/CAP (AS NOTED) *** SILT FENCE ❑ SET 2"X2" HUB/TACK LINE STAKE _o-o-o- METAL/IRON FENCE MAG/WASHER OR LEAD/TACK (AS NOTED) GUARD RAIL/CABLE FENCE BENCHMARK WATER LINE GAS LINE �, LUMINAIRE (LUM.) STEAM- STEAM LINE Cam❑ YARD LIGHT -T(xx)- TELEPHONE LINE (OH) OR (UG) > ORNAMENTAL LIGHT -P(xx)- POWER LINE (OH) OR (UG) o TRAFFIC SIGNAL LIGHTS SD STORM LINE POWER METER SEWER LINE -0- POWER POLE C ROCKERY ® JUNCTION BOX (AS NOTED) CIE= KEYSTONE WALL ® TELEPHONE MANHOLE DECIDUOUS TREE ❑ CATCH BASIN (CB) o CONIFEROUS TREE ® STORM MANHOLE (SDMH) 0 SANITARY SEWER MANHOLE (SSMH) a TREE DRIPLINE o CLEANOUT (AS NOTED) a ---- - CONCRETE 0 GAS METER _--�-_ GRAVEL/SAND (AS NOTED) D4 GAS VALVE TIRE WALL WATER VALVE (WV) ASPHALT G' FAUCET FIRE HYDRANT(FH) / CONNECTION(FDC) BUILDING LINE ® ® WATER MANHOLE WATER METER (R#) ABBREVIATIONS BLOW -OFF / AIRVAC (OH) REFERENCE SURVEYS O MONITOR WELL (UG) OVERHEAD SIGN (TYP) UNDERGROUND D IRRIGATION SPRINKLER (C) TYPICAL DIRECTIONAL ARROW t�t lti HANDICAP (M) CALCULATED o SOIL TEST LOG MEASURED TREE TABLE TREE TAG NUMBER SIZE IN INCHES COMMON NAME TREE TAG NUMBER SIZE IN INCHES COMMON NAME 1 10 Big Leaf Maple 52 8 Big Leaf Maple 2 12 Big Leaf Maple 53 18 Western Red Cedar 3 7 Big Leaf Maple 54 10 Douglas Fir 4 16 Big Leaf Maple 55 17 Douglas Fir 5 26 Douglas Fir 56 24 Big Leaf Maple 6 8 Deciduous 57 6 Douglas Fir 7 20 Douglas Fir 58 13 Douglas Fir 8 12 Big Leaf Maple 59 28 Douglas Fir 9 30 Douglas Fir 60 8 Douglas Fir 10 8 Big Leaf Maple 61 19 Douglas Fir 11 20 Douglas Fir 62 16 Douglas Fir 12 8 Big Leaf Maple 63 10 Douglas Fir 13 22 Douglas Fir 64 10 Douglas Fir 14 14 Douglas Fir 65 18 Douglas Fir 15 20 Big Leaf Maple 66 20 Douglas Fir 16 20 Douglas Fir 67 24 Douglas Fir 17 11 Douglas Fir 68 12 Western Red Cedar 18 15 Douglas Fir 69 32 Douglas Fir 19 8 Douglas Fir 70 18 Douglas Fir 20 24 Douglas Fir 71 12 Unknown 21 10 Big Leaf Maple 72 12 Western Red Cedar 22 5 Big Leaf Maple 73 12 Douglas Fir 23 21 Douglas Fir 74 36 Douglas Fir 24 10 Big Leaf Maple 75 12 Douglas Fir 25 16 Douglas Fir 76 20 Douglas Fir 26 10 Douglas Fir 77 10 Western Red Cedar 27 16 Douglas Fir 78 36 Douglas Fir 28 18 Douglas Fir 79 8 Big Leaf Maple 29 14 Douglas Fir 80 20 Douglas Fir 30 13 Hemlock 81 18 Douglas Fir 31 (2)8 Big Leaf Maple 82 7 Western Red Cedar 32 20 Douglas Fir 83 24 Douglas Fir 33 7 Big Leaf Maple 84 8 Douglas Fir 34 8 Western Red Cedar 85 14 Douglas Fir 35 13 Western Red Cedar 86 10 Douglas Fir 36 12 Hemlock 87 16 Douglas Fir 37 16 Douglas Fir 88 25 Douglas Fir 38 36 Douglas Fir 89 12 Western Red Cedar 39 36 Douglas Fir 90 16 Douglas Fir 40 20 Douglas Fir 91 16 Western Red Cedar 41 6 Douglas Fir 92 10 Douglas Fir 42 18 Douglas Fir 93 6 Western Red Cedar 43 9 Douglas Fir 94 14 Douglas Fir 44 20 Douglas Fir 95 10 Douglas Fir 45 16 Douglas Fir 96 18 Douglas Fir 46 18 Douglas Fir 97 24 Douglas Fir 47 20 Douglas Fir 98 14 Douglas Fir 48 14 Big Leaf Maple 99 7 Douglas Fir 49 26 Douglas Fir 100 12 Douglas Fir 50 8 Douglas Fir 101 12 Western Red Cedar 51 25 Douglas Fir 102 24 Douglas Fir TOPOGRAPHIC SURVEY 1/16 COR. S4 T23N R5E RENTON CONTROL #2259 FOUND MONUMENT IN CASE 1" BRASS W/PUNCH DOWN 0.7' INTX. UNION AVE. NE & NE 19TH ST. - - 0 BOUNDARY AND E 1/4 COR. S4 T23N R5E FOUND MONUMENT IN CASE 3" BRASS W/PUNCH INTX. UNION AVE. NE & NE 21 ST ST. �11 Off` FOUND MONUMENT IN CASE I I A=16'1538" 2" DISC W/PUNCH RL'28.38,� -� DOWN 0.4' � - - - - _ ' 111 t A= 16' 15'38" INTX. NE 19TH ST., 1 N01'03'23"E 125.00' R=100.00' & REDMOND CT. NEI I L=28.38' I � w� 3 I 2" MPE IP PSE GIS PLAT: 205085 G - 1 DATE REFRESHED: 11-03-2015 - � - c 3 N o I = GAS a VALVE WATER ic'D �) - VALVE FIRE HYDRANT k1k ' -------------------------------------- c i, 1)o- c- c- c- c- c- 0- EAST LINE SEC. 4, T23N, R5E, W.M. - - 9 - 9 - 0 - 0 - 9 - 9 - 9 - 0 - 0 - 0 - 0 - 9 - 0 - - - - - - - - - - - - - N 3 " I ryp^ 1� WATER METER d w w JLLI Z 0 3 I II �� pry I / � I CB TYPE 1 RIM=423.48' a CB 24" DIA. I IE 18" CNC N=420.13' S Z RIM=423.90' 3 I IE 12" PVC E=420.58' IE 20" PVC E=420.13' �' I I I I IE 18" PVC W=420.13' g x I BOTTOM=420.13' IE 20" CNC S=419.95' IE 20" PVC W=419.80' M I Q BOTTOM=418.86' \ WOOD w w X� FENCE SSMH RIM=424.98' `11' I Z LADDER ON SOUTH* -1 I I �� CB TYPE 1 IE 8" W=420.39 RIM=424.07' Z SEWER DOES NOT CONTINUE -0 NO PARKING 3"CON. NO PARKING IE 12" PVC N=421.47' FOUND REBAR zs I 7"CON. 3' ON. \ 1I �...� 4zs� � - SIGN �"CON. y,�N. SIGN 3"CON. � IE 10" PVC W=421.64' �, 2�° BOTTOM=420.85' LS 11332 W "N ' 3'23"E _ y -�- 5 WOO FENCE V # a �� _ - 6' WOOD FENCE C� 00' ° ------ ---- - ----- --- - 1 - A 16"CON. SDMH RIM=426.28� a CB TYPE 1 4"CON. 3"CON_ 3�CON. 3"CON. 3"CON. - E� IE 18" N=420.39' QI RIM=425.55' _ Mryamry N O IE 18" CNC. E=420.38' I a IE 13" S=421.08' I �� y,- as- \ \� 1ATIAIRE LL BOTTOM=419.96' I IE 16" W=420.59' I ,h;= °� CB TYPE 1 1 BOTTOM=419.55' 1 as - as - as - ��----_ry��fl� - ,r,� $ ��6° E,;. M LADDER ON NORTH N _ 1 CB SOLID LID I 14"CON - ry {------------- - - - - -, LADDER ON WEST LL RIM=425.76' -.- --- / ` STREET I RIM=424.40' 44 - 6 l IE 18" E=419.07' Ire I a \' I IE S=UNABLE TO ACCESS ° N , SIGN 1 IE 18' NC N=415.65' BOTTOM=417.19 Ir"'' I I I CB SOLID LID a ° � IE P�C NE=416.16' /- -� M RIM=428.00' 1 IE P C SW=415.61' WATER a IE 24" PVC N=420.76' I � I ' METER I I SDMH 42" DIA. IE 24" PVC E=420.67' as as IIE PVC I RIM=424.58'-� W CB TYPE 1 'W IE 8" PVC SW=421.00' 1 N >- „ Q�LE TO ACCESS 4" • I I I LJ.I P RIM=427.40' ��' BOTTOM=419.08' I \ I� �,�_ _� LADDER ON NORTH ° M N M- M- M- M- M- M- M- M N e \ I 2" MPE IP PSE GIS -}� + ry frr- IE 13" W=421.90' SLWATE ,c-c-c-c c-c-c-"�-"G me==�c�-c==r��n�-'�\ I \ GEAR- IE S UNABLE o I VALV I SDMH RIM=4�7.45' N \ �- - 7 < TO ACCESS I WATER STORAGE TANK 1 Imo\ W BOTTOM=420.20' zl GAS � BOTTOM=411 �75' �// �� � VALV c I FIRE I 1� 4�,� - W LIGHT wl A CBS TYPE 1 ��co - i HYDRANT 1 , __ JBOX IM 4�.25' ------ - - w �,PE c - Is-- -e - �° of I I IE I6'�PV42.$5 `�-M-M M-M INDI ATION- a3o� POWER I IE 16" RUC E=4 ��48' INOF WALL M M M OWALLM POLE IE' W=42i 1\ I DRAINS w° i II DRAINS cW TRANSFORMER BOTTOc-c c -c - zl I o MAILBOX I -, a 43 c o--I-------------- Ctl �I 1 4 a 1 1 WATER I WATER -rra / I I METER I METER 1 C'� 432 N I I > S7 7 WATER METER rn I � it � N�; I 1� ° I10 N I v o ui I 1 N I I - W 1 I j I 1 I Z - I a l I J IEn Cn N � SSMH i I o •ry I RIM=434.50' 1 LADDER ON SE 1 1 J IE 10" E=419.74' (3)WATER VALVES N IE 8" S=419.90' I, IE 10" W=419.60'En I I I - - SDMH N I o FND. REBAR - - - - - i & CAP LS#22898 RIM=434.61' I I LADDER ON SOUTH- So STREET SIGN IE 12" E=422.97' SSMH I I to IE 12" W=423.66' RIM=434.80' I cs BOTTOM=420.91' LADDER ON OUTH FOUND MONUMENT IN CASE IE 8" N=419.36' I u 2" BRASS DISC W/PUNCH, IE 8" E=419. 3' FOUND REBAR & CAP LS#18898 IE 8" W=419.55' a 0 10 20 40 SCALE: 1"=20' R-4095126 w Of 0 w CD a Of 0 w J m i5 w w Of 0 w 0 a am LJJ >� w z 0 �0) F_ V � � Q) z 2 0 v = C0 CL Q T W co O LL C'3 LiJ LL z 0 O � Lo LLB it LJJ LL O 0 F- T Z Z Z U Q N z >. W = a 0 1- U Q LL ~ Q 0 z Z Z Y a. m m 0 � U Q J > i LLJ Cl) J to L LI =) C) m LJJ Q a Lu 0 Cn Z CL 0 Q LU Z Z L LI J cr Q CM p M 0 0 LL 0 v U O N N > o Q J J J Z m N > C .21 rn Q) 3 U W � U Q 0 N O V O 00 0-) Z < Z O U Z m CD Q N > W CD w > w I cn co 0 W � z u7 w�� � ♦♦ CO0 �, r� r w � Z Z m LJ z O � E CO z 0 r_ o N `� N X co V 2 BOUNDARY AND TOPOGRAPHIC SURVEY CB TYPE 1 5' WOOD FENCE RIM=421.56' T - - MAILBOX IE 12" PVC W=418.56' ON CONC..A BOTTOM=417.06' 40 __"KK a FQ 6 -IT7 + I VOUND MONTDISPUNCH CASE H 16.19' RE M0 D GAOUR T N.� " A"e2" \ 6ee \ �1 � I 8" PVC N=407.12' _�y1p IE "PVC W=407.04' - "J"eAe, Ah"^0 A✓ \B L I ,�� 1 0� I + 1 DOWN 0.4' ss ss AAA'- s , _ I F_ A=16'15 38 - - A _ REDM ND CT. NE 1 + A" - N a `,ti `WATER METER t R=100.00' SO '0323"W 33 .10 0 10 20 40 Vim• romm 1�-M-M M -M M -M I M-•M M-M-M-M M A N (3)WATER VALVES l I _y, I N,o1 I oy0 / / �+ •6A.6'LA1f \\ SCALE. 1'=20' � k' '�' ti1.• JA`�`Ld' a ^ /J / I'� / \ ° °^ FOUND MO LIME IN CASE z % S�MHS `' A (2)WATER METERS 1� (2)WATER I CB TYPE.1 \ J \ 2' DISC W/PUNCHI RIM4415`,99' o METERS RIM=421.6 JBOX ' DOWN 0.4' 1 - ° vv e� SD � � SD I G 1 \ IE 12" PVC N=418.4 ' SD SD SD \ o \\ �/REDMOND CT. N N I/' IE 12"1 PVC E=418.37' LUMINAIRE �� 6 I IE 12"1 PVC W=418.35' �� s\os I CBfSOLID LID +60 I I3A, ss/ v I I IE 12"1 PVC S=418.35' V `, I \ RIM=417.83' I BOTTOM=416.87' ! m9 oS m ll 3 I �� SSMH I I I I s- as l V) RIM=415.08' I t� I co I I / ��r I o ^b, 6as _ as as i� / IE 8" PVC W=406.29' » J - - - - - - - - - - - - - - O /� + , \ °ry I j I U0, °S �^ - IE 8" PVC E=406.22' -�-�- -- I ,, IE 8" PVC S=406.08' Litt I O o" w ,� ay. L� I L 1 I 0) CB RIM=414.39' IE 12" PVC N=411.22' W I I m O I rt L 1 I U, � A� \\ a A eol i� N AB ' IE 6" PVC SW=411.90' I z 1 I � I O ttit LLt a _ q^ + - A, a s CENTER=409.71' CID 41 cq - l I A^ v G4 V) loll �c I + CLI r� 1 Al A,�417'� Q I I NO PA�XING M M z Q w I I I STORM VAULT SIGN (j) TtLI 0Q � X -_ I TOP=416.69' AWN 042305-7R "A " 6. R3ISE q,,f lvtWATER METER 1 TSDMH ,9+ ML�m -< HOLDING MANHOLE cn I BOTTOM CENTER= 397.49t 3 % 03 I �, Z tX I I \ \ I _ - II 12" TOP CMP STAND PIPE=413.24' *� I � N 7 I \ 612" PVC E=40,�81CL- ,\\ , / \ bb A k, O A � A CB TYPE 1 <( Q I I 1 �`� /�\� \ �� \ �� + +STORM , + z RIM=424.07' I FND. REBAR / I 1� // / \ �� /\ %�� \ - TOP 416.70' Ae �� I I \ FN . R AR \y \ \ \ \ b ti APN 042305 94 9 ] O IE 12" PVC N 42-t.47T \ & CAP CNW / ND. REBAR I / / FND. EBAR -� \ I - IE 10" PVC=421.64' - - _ & CAP CNW \ CAP CN1�1 \ \ \ - 36 A6 \ rUAN NUYr N V � _ � � - I LS#18913 � \ � � CAP N \ \ ,� BO M- 20.85' / / \/i - CONC. 1 //LS# Q1�6 I \ �/ LS'#4 0 6` \ ,, N PARKIN°,: SSCO � T Z„CON 12"CON. 0.4'NXQ,5' / I W LL A""e"^9 �� " 0�7/S�0.2'W \ \ 6�" A`e \ 6y' 6 �SI�N A °y RIM1416.30' I %��- - \�QF L Qt�N R OOD N�& A A OF CORNER �y�' 1 79 O. E� \ " + A - h-- -- � IE=4 3 f 0 ^ �/ / ` ARO' ' WO D FE A 4 .11 L C N A1� A\5� \ A,6,0+�- ... I y9A •\, �16»CON. 1 \ / 18"CON. �� �1 / \ ���� / �"`� A2 74 N � � � � - � FND. 1 /2" REBAR p^ - �V 1 "CON. 1 - / & CA 1 N. T+RE ,BEAD 4 E 2 8L �36 E9 76 l/ + L I �' 72 69 // �: >x �d I a \ �`>>�. � \_ / P LS#18098 A" o / 0 6. / -� \ #20 5 1 �, -- - `' I I , �• 83)\ 8 / \ / �, "A- A �,h 1�C�f e / / /\ / M �" \ \ ahs� �F �/ 80 a \� y" g / I _ + + ` - 1 \ �ORNERF PROPERTY EC. �/' 12�-C I\/ \�'a I / 73 DISTURBED / 14°CON A \ 7 \ \ 77 \ I GROUND 1 81 � \ / �/ , _ � � \ �\ � 41 � A \ \ • oqP 82 � �/ � o�✓ / / / I 41 \ 9Y ��" y0, 1/ I,e / \ II x � � 13 N -' \ / 1 +�� 05 a » 4,f q\\\68 I /' 3 i \ / DISTURBED ROCKERY \/ EC� I / a X g A �_\ _ � / � ��_ � \ \ I A• �� 46 A'� GROUND 14 4 ` V / 15 I ^,� 6 \ //-� \ 47 OS-E-SOIL - 0 \��� �y \� \ \ A"o!0 \ \ oti o 9� Age j ' \ I "' \ / I / PERK TEST, \ I GMT \ 4j4 6' \ \\ \ / ` / 18 \ A \ y, J \ 4 CON,= 66 1 \/, '\ gg71 In \ (%) --= �1TAC �_ \ _ _ \ \ \ \ \ A / 64 / 1 �� / �\ / \ 17 102 y� c - = _�c c -� WATER ti A �, \ \ >o \ - M M - M INDI ATION 4 y\� �, �\C \ 8 GO . \ A`^ A / I I " \ \ T V O TION M-M-M-VALVE / 5 \\ \\\ \ \ g4 \�. P � EA �I / / /I -- / O 0 WALL \ / 48 ` I / / NALL I I DRAINS �kAT 4�6\ \ 1� � �,� „C \,\ 49 I� � � AINS AR6 .� \ \ / 61 \ _� � 1� I / \ L4 '-c-c-c c c c-c METER + 16'0.\ 39 LE I/ I ,A \ r - cc) ho^�'rn'- \ \ \\ \ \\\� �ST \ \ I I ON�_ \ L A�, \ 0) --------------- S,Z o �4 \ \ -� p. y /� \ a" V Ls� -------i ----- A"�e+��� \ I \ \ �\ \ , \\ \ o. C\\���=;� \ !/ �\ // \Ij �_� �1 ,e 3I/ o I t21 1 ttt + + \\ I ho \ \ 39 ) \ cON NL / �/ \ / \ POSSIBL SOIL WATER I o �4 �\ I/' S \ PER TEST \ �\ / / \ "a�i / `� METER WATER t� N �/ 26 a�.� _ \ G �� I� \ \ \s6 / ' - \ \ - ✓� -j / METER r op�, \\ �a' / \ 45 \ \ 5 / I O� \ \ �eP \ \\\\ \� \ g \� \ I"�? 3 \ 59 ��\� �/ I 5 / / / k}4�° I / � 60 a� ��g \ ` ` \� \ \ 5 f 0N. o I / \\ 43 fi) N A" AV �\ \�� �\ + \ \ 1 \ ^", y o \ T 57 I / I \ T ,�' / ACL- 27 c0l-/� �l \ 4p� \55 Tl' \\\ 3 \ ,(( ,4 18Nv IS�URBED A" + +� op 6\� \ » \ \ \I� \ 4�3\ \,\�� +�'��� 29/�� ROUND W z hBy \ I I/� \ 1 �\ \\ \ \\ �Aop ^\ o \ /A / "h 4p1 SSMH v� A"orn 40_� i RIM-430.14' �+-�� I EC\ -� ( / SRO y _� LADDER ON SW A�' / I I III d < ��\\ \ I�e9 / \ \� ,dE 8" N=420.7 � Cc) -- � �L �// wA J8 I � � IE 6" SE=420.84 3'W St0 o FENCE 1.7'E OF - o` ��, Ah°''p P,�OPERTY LINE + � � � oy � � e �>� \ c N Z'0 k 3 7' \\]J�'39 �� l � CID 0) LLj I CID / \ / / // / % / /v I I�/ 3s 0 24"CON. / \ \ /\ 12"DEC. I I \ - x + DEC. \ \ / E I \ 34"CON. 8»DEC\ I O I I � \ / 34"CON. \ 36"CON. I � � W >Iqr J J L� 0 V Z 0L J V) r Q > V LL L V z_ 0 _ 0 w v A Q LLJ cn w w Of � of Q w c ~ a z 0 LL 0 .d� 0LL C'3W W z0 w ~ 0 H W W of LLJ w U)0 � 0 W LL H w m 0 ILI- w O LLJ w p T Z _ 0 Q 0 Q Z Q W Z M N V H z J J L a = a 0 J J C Q LL 0 z U p U) m m Z z Y c (D m N 6 Z R-409527 n i U Q J > JLu � J LID W =) 0 m M CC W 0 C/) cr Z Z a. O F- Q W Z Z W J cc p M 0 0 LL 0 o O U v 0 N NU . N O > cD Q C7 J J � Z m N N rn v a� a 0 U Q L-1 C\l O V O 00 Z Q � . Z CE O U 6 � Z < N > W > w I cn W� z ��ro �D LLJ W � W CO / c I--- W Yp I- �Lz _ LLi Q Q z JJ � co E M 0 o Z � N 0 N X V) O N ^II V V) U Ln I 0 N -47 E U 0 CD 0 0 rl) 0 N V) U 0 U) 1-1 z Q) 0 U 0 E 0 U Q C) 0 0 N All 6 a V 07 73 N 0 N 0 N rn E a� a 0 0 I 00 00 i a i co co 0 O CD W Z BARGHAUSEN GENERAL SITE NOTES: O 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING � AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 0 CD 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO 1 COMMENCING WORK. 0 w 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. Q 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND J SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. pC FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. C� 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE J OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 Q HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 0 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE ONE WEEK MIN. ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS. U 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS INC., PRIOR TO ANY CONSTRUCTION STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION RELEASE PLAN SET OR SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE CONSIDERED CONSTRUCTION RELEASE PLANS BY BARGHAUSEN CONSULTING ENGINEERS, INC UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC HAS GIVEN A FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET. CONDITIONS OF APPROVAL: A FINAL TREE RETENTION AND REPLACEMENT PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. THE FINAL TREE RETENTION AND REPLACEMENT PLAN SHALL INCLUDE A TREE PROTECTION TRACT FOR THOSE TREES THAT DO NOT COUNT TOWARDS AN INDIVIDUAL LOT'S MINIMUM TREE DENSITY REQUIREMENTS. THE NGPA TRACT MAY BE EXTENDED TO ENCOMPASS THE ADDITIONAL PROTECTED TREES, IF FEASIBLE. SIGNAGE IS REQUIRED TO BE PROVIDED ALONG THE FENCE LINE OF THE TREE PROTECTION TRACT, THIS SIGNAGE COULD BE COMBINED WITH THE NGPE SIGNAGE IF THESE TWO TRACTS ARE COMBINED. 2. A GEOTECHNICAL REPORT BE PREPARED BY A GEOTECHNICAL ENGINEER DEMONSTRATING THAT THE PROPOSED STORMWATER OUTFALL WOULD COMPLY WITH THE CRITERIA OUTLINED IN RMC 4-3-050.J.1. IN ADDITION, THE PROPOSED OUTFALL SHALL BE LOCATED OUTSIDE OF PROTECTED SLOPE AREAS WHERE FEASIBLE. 3. A HOMEOWNER'S ASSOCIATION OR SHARED MAINTENANCE AGREEMENT SHALL BE ESTABLISHED PRIOR TO THE RECORDING OF THE SHORT PLAT. DRAFT CC&RS OR A DRAFT MAINTENANCE AGREEMENT SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL PRIOR TO RECORDING OF THE SHORT PLAT. 4. EITHER A 5-FOOT (5') SIDEWALK AND 0.5-FOOT (0.5') CURB CONNECTION DEVELOPED TO CITY OF RENTON STANDARDS SHALL BE ESTABLISHED ALONG THE NORTH SIDE OF THE PRIVATE ACCESS CONNECTING LOTS 2-4 TO REDMOND CT NE OR THE NUMBER OF LOTS ON THE SOUTH PORTION OF THE PROJECT SITE BE REDUCED FROM THREE TO TWO. THE SIDEWALK SHOULD BE LOCATED WITHIN TRACT A ON THE SUBJECT SHORT PLAT AND THE ACCESS EASEMENT THAT CROSSES TRACT A OF VELDYKE II SHORT PLAT (LUA09-058) SHOULD BE EXPANDED TO INCLUDE THE SIDEWALK. AN UPDATED SHORT PLAT MAP AND ASSOCIATED EASEMENT CHANGES SHALL BE PROVIDED PRIOR TO CONSTRUCTION PERMIT APPROVAL. TREE PROTECTION: THE PROPOSED PROJECT IS REQUIRED TO SAVE AND PROTECT TREES ONSITE. CONTRACTOR SHALL REVIEW THE TREE PROTECTION PLAN. FOR FURTHER DETAIL PLEASE REFER TO SHEET L-1 OF THIS PLAN SET. EXISTING: Y FOUND MONUMENT IN CASE 2" DISC W/PUNCH DOWN 0.4' INTX. NE 19TH ST. P & REDMOND CT. NE EL. = 427.75 N01'03'23"E 125.00' LEGEND: POWER VAULT LUMINAIRE (LUM.) POWER METER POWER POLE JUNCTION BOX (AS NOTED) CATCH BASIN (CB) STORM MANHOLE (SDMH) SANITARY SEWER MANHOLE (SSMH) GAS VALVE WATER VALVE (WV) FIRE HYDRANT (FH) WATER METER SIGN WELL GUARD POST (GP) FLAG POLE (FP) MAILBOX SURVEY MONUMENT (AS NOTED) BENCHMARK SECTION CORNER (AS NOTED) FOUND REBAR/CAP (AS NOTED) FOUND LEAD/TACK CONCRETE GRAVEL PAVEMENT PROPOSED: ASBUILT COVER SHEET OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON EXISTING: -GAS-GAS- - T(UG) P(UG) P(OH) X CA" WATER LINE SANITARY SEWER LINE STORM DRAINAGE LINE GAS LINE TELEPHONE UNDERGROUND POWER UNDERGROUND POWER OVERHEAD CHAIN LINK FENCE BARBED WIRE FENCE WOOD FENCE ROCKERY RETAINING WALL 470 CONTOUR (MAJOR) -466-- CONTOUR (MINOR) GUARD RAIL/CABLE FENCE PROJECT BOUNDARY LINE SECTION LINE - - - RIGHT-OF-WAY CENTERLINE PROPOSED LOT LINE EASEMENT LINE BSBL LINE BENCHMARKS: FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 ASBUILT STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 NO. REVISION PROPOSED: -W ----------- *------ REDMO D COURT N.E. U\I ( BLIC S01'03' 3"W 33 .10' --------- DISTURBED AREA: 17,900 SF. 0.41 AC 1/\TrPY I EX. FH �89'23'53"W 29.00' I IMPERVIOUS AREA: --- 1 =50' 0 25 50 100 SHEET INDEX: SE MAY CREEK PARK 0 r -fl SE MAY VALLEY RD o d- � Z NE o = SITE 19TH STD c m m � � m m VICINITY MAP NTS Cl OF 18 COVER SHEET C2 OF 18 SITE AND HORIZONTAL CONTROL PLAN C3 OF 18 TESC AND SWPPS PLAN C4 OF 18 TESC NOTES AND DETAILS C5 OF 18 TESC NOTES AND DETAILS C6 OF 18 GRADING, PAVING AND DRAINAGE PLAN C7 OF 18 DETENTION POND PLAN AND SECTIONS C8 OF 18 ROAD DRAINAGE NOTES AND DETAILS C9 OF 18 ROAD DRAINAGE NOTES AND DETAILS C10 OF 18 ROAD DRAINAGE NOTES AND DETAILS C11 OF 18 ROAD DRAINAGE NOTES AND DETAILS C11A OF 18 ROAD DRAINAGE NOTES AND DETAILS C11B OF 18 ROAD DRAINAGE NOTES AND DETAILS C12 OF 18 WATER PLAN C13 OF 18 WATER NOTES AND DETAILS C14 OF 18 WATER NOTES AND DETAILS C15 OF 18 SEWER PLAN AND PROFILE C16 OF 18 SEWER NOTES AND DETAILS C17 OF 18 SEWER NOTES AND DETAILS C18 OF 18 COMPOSITE UTILITY PLAN L-1 OF 4 TREE RETENTION PLAN L-2 OF 4 TREE RETENTION CALCULATIONS L-3 OF 4 LANDSCAPE PLAN L-4 OF 4 LANDSCAPE NOTES AND DETAILS 1. OF 8 BOUNDARY AND TE)POGRAPI 1Y (EXISTING E)ONDITIONS PLAN) /_1:1:rTIRS4=w:401 PROPOSED NUMBER OF LOTS: 3 ZONING OF THE SUBJECT SITE: R-6 GROSS SITE AREA: ±72,318 S.F. (f 1.660 AC) SQUARE FOOTAGE OF LAND IN LOTS: 25,093 S.F. (0.576 AC) SQUARE FOOTAGE OF LAND IN CRITICAL AREAS: 0 SF** SQUARE FOOTAGE OF LAND IN CRITICAL AREA BUFFERS: 0 SF SQUARE FOOTAGE OF LAND IN PUBLICLY DEDICATED STREETS: 0 S.F.** SQUARE FOOTAGE OF LAND IN PRIVATE ACCESS EASEMENTS: 0 SF ** NET SITE AREA: = GROSS LESS ** ITEMS ±72,318 S.F. (f 1.660 AC) DENSITY PERMITTED BY CODE 6 DU/AC NET (9 96 UNITS) PREDEVELOPED IMPERVIOUS SURFACE AREA = 0 ACRES (0 SF) PROPOSED DENSITY: 0.55 DU/AC GROSS DEVELOPED NET NEW IMPERVIOUS SURFACE 0.55 DU/AC NET AREA = 0.23 ACRES (10,045 SF) TOTAL DEVELOPED IMPERVIOUS SURFACE AREA = 0.23 ACRES (10,045 SF) 1. TAX #: 042305-9032 2. SITE AREA: ±72,318 S.F. (f 1.660 AC) RATIO BETWEEN IMPERVIOUS COVERAGE VERSUS TOTAL GROSS AREA: 3 SITE ADDRESS: 0.23/1.66 ACRES = 0.14 4. EXISTING USE: VACANT 5. PROPOSED USE: 3-SINGLE FAMILY RESIDENTIAL 6. EXISTING ZONING: R-6 (6 DU/ACRE) 7. EXISTING COMPREHENSIVE PLAN DESIGNATION: RMD (RESIDENTIAL MEDIUM DENSITY) 8. REQUIRED MIN LOT SIZE: 7000 SF 9. REQUIRED MIN. LOT WIDTH: 60 FEET CORNER LOT: 70 FEET 10. REQUIRED MIN LOT FRONTAGE: 64 FEET 11. REQUIRED MIN. LOT DEPTH: 90 FEET 12. REQUIRED MIN. SETBACKS: FRONT: 25 FEET REAR: 25 FEET SIDE YARD: COMBINED 15 FEET WITH NO LESS THAN 5 FEET ON EITHER SIDE SIDE STREET: 25 FEET 13. MAX BUILDING COVERAGE: 40 PERCENT 14. MAX IMPERVIOUS SURFACE: 55 PERCENT 15. MAX BUILDING HEIGHT: 24 FEET WALL PLATE AND 2 STORIES SURVEYED: TSL DESIGNED: DSC DRAWN: DSC EN 1/19/21 DD CHECKED: DID BY DATE APPR APPROVED: DID SCALE: 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M OWNER/DEVELOPER DALPAY PROPERTIES, LLC. 4033 SUNSET BLVD. RENTON, WA 98059 ENGINEER/PLANNER BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 (425) 251-6222 FAX (425) 251-8782 CONTACT: DON DAWES, PE IVANA HALVORSEN SURVEYOR LANKTREE LAND SURVEYING INC. 421 "B" STREET N.E. AUBURN, WA 98002 TEL. (253)653-6423 FAX (253)793-1616 CONTACT: TREVOR LANKTREE, PLS CITY OF RENTON Planning/Building/Public Works Dept. LEGAL DESCRIPTION: LOT 5, RENTON SHORT PLAT NO. LUA-03-125, RECORDED UNDER RECORDING NO. 20050927900007, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. R-409728 iLei WA ci E V C .� O c m m O LJ.I N N M u) i Q 00 N u j C L0 +-7 N mO V a) r 4 W r IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT COZIER SHEET DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 Q J 0- 00 00 � r O Q 2 Z DATE: 1 /1 9/2021 FIEL PAGE: -) DRAWING NO: W J SHEEP: C1 OF: 18 Q I a z v `n r c c I c� all Q) 00 00 i a 00 00 U O O O w j z J � i7, o7 va LLJ 1w=20' 0 10 20 40 CB TYPE 1 RIM=424.07' IE 12" PVC N=421.47' IE 10" PVC W=421.64' BOTTOM=420.85' TREE PROTECTION KEYNOTE: FOR EXACT DETAIL AS TO WHICH TREES ARE BEING COUNTED AND THOSE WITH POTENTIAL FOR SAVING AND NOT BEING COUNTED PLEASE REFERENCE THE TREE RETENTION PLAN ON SHEET L-1. NOTE: ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON INSPECTOR. I I I � I I I n FND. REBAR & CAP CNW I FND. REBAR LS#18913 I & CAP CNW 0.4'NX0.5'W LS#40016 OF LOT CORNER I I 7 TIRE o WALL o o I/ A ° o I � l IF 18 PVC 412.61' ° O \� \� I -iE_ AMP-=_���' l --E4D_S1T°� INSTALL CB INSERT N // -- __ PER DETAIL ON ; -1 G — G \ '��Ic_ -G WATER SHEET C5 — M — ^" DIGBT�ON VALVE OF WALL M — MI DRAINS BLOW L '—c—c—c—c—c—c-()Wcl I ----------- " -- -------------- ------- STABILIZED CONSTRUCTION WATER zIo ENTRANCE PER DETAIL ON I METER N oloo WATER SHEET C4 1z , METER o ILn:) z >z8� z� dOINU Io o 0 W W W —1 W� 0 CIA X cy) Z N W I W W � x C) < cif WCIJ W lO W L'-I X I� cn o of z Q CLEARING X o " LIMITS ALONG u' �_d PROPERTY LINE ` I � 3S—SS— SS —ISS— SS SS— SS — SS — SS — SS 0.2'N _ I J ` \ \tom PROPOSED BRIGHT ORANGE SILT FENCE PROPOSED ORANGE SAFETY FENCE PROPOSED CLEARING LIMITS tULAAAAA-V PROPOSED TEMPORARY STORM PIPE PROPOSED CONSTRUCTION ENTRANCE En PROPOSED CONTOURS---330---- PROPOSED KEYSTONE WALL CDC= EXISTING TREE TO REMAIN \ EXISTING MAJOR CONTOUR 330 EXISTING MINOR CONTOUR—jj2-- CONC. WALL ASBUILT TESC AND SWPPS PLAN OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP I j j\�Sa;' 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON OS Os as 3 S � N G �\� \. \,a`� N I �/'��I � ^ CB RIM=414.39' REDMOND COU TLE. ,r ' o�, IE 12" PVC N=411.22' \ �� (PUBLIC) I / -I IE 6" PVC SW=411.90' 41�—�� _- --i I � CENTER=409.71' NO PARKING I I I INSTALL CB INSERT PER ��c� ��`c1v�� I ,,� , J w` • �Jv SIGN 3 n, N M DETAIL ON SHEET C5 STORM VAULT n» N �+ TOP=416.69' T'`' rEI`S WATER METER ^ ^\ I EX. PRIVATE 20' ACCESS FND. REBAR & CAP CNW 1 \ 000 ��& UTILITY EASEMENT PER LS#40016 0.2'E OF LOT SDMH 3 Rl_ I WELDYKE II SHORT PLAT CORNER RIM=417.49' \ N )REC#201 10316900007 I FND. REBAR I ' HOLDING MANHOLE 3 \�--(API3 OX. LOCATION ON CLEARING LIMITS ONLY) & CAP CNW I ALONG PROPERTY LINE � BOTTOM CENTER=397.49t LS#40016 I 3 0.2'SXO.2'W I PROPOSED ROCKERY STORM VAULT STAELIZED CONSTRUCTION OF LOT CORNER I END NGPE TOP=416.70' i I a ENTRANCE PER DETAIL ON N SHEET q4 1k IL FENCING NO PARKING SIGN 4' WOOD F NCE - i/ I __3-___---�_- j - 0 — 5' WOOD FENCE S01'03 23 W 420.11 END SILT FENCE SOIL AMENDMENT BMP NOTE: THE REQUIRED SOIL QUALITY DESIGN GUIDELINES LISTED IN SECTION C.2.13 OF THE 2016 RSWDM CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW: 1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION. 2. AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT "PRE -APPROVED" RATES, OR AT CUSTOM CALCULATED RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. 3. STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. 4. STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT "PRE -APPROVED" RATE OR AT A CUSTOM CALCULATED RATE. 5. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THEDEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS NOT COMPACTED DOES NOT NEED TO BE AMENDED \ JYv��`J \ CLEARING LIMITS ALONG PROPERTY LINE INSTALL BRIGHT ORANGE �I SILT FENCE PER DETAIL ON SHEET C4 kk ,'660.k�, ,'ll 0 re Alin►• �� - . . .�-� Effloo�1�1� CLEARINGITS �10 \ \ ° 4 �aos� __? 4\ose TEMP. ROAD XINGo I ° *0— o SWALE R DETAIL ° ON SHEET 5 4POSSIBLE SOIL "0 _o \ \ \\. \98 \\ \ COVERED AREA FOR STORAGE OF � � INTERCEPTOR SWALE � � � ' I CONSTRUCTION � �' • PERK TEST ° \ 416 \ \ ° \ CHEMICALS/LIQUIDS (PROVIDE SECONDARY I PER DETAIL 217.10 MATERIALS AND / �4j8 \�\ \ \ CONTAINMENTS). SPILL RESPONSE MATERIALS I� ON SHT C5 (TYP.) / `' t :' �� I I CONSTRUCTION WASTE \ \ WILL BE _STORED IN THIS LOCATION. / _ STORAGE AREA. / CLEARING LIMITS \\ \ oo \ / 42o ALONG TOP OF WALL \ o \ o� �\ \ \ \ \ \ \ ���\ —�.. �/ ''11 I I _4 \ �s \ '� \ .' ' I SEDIMENT POND RISER. o \ ° o \ 01,E ' I ONSTRUCT PER LOT LINE (TYP.) \� END 7LT FE /E \ f ���\ \ \\ 9\�f- - ■'. l I DETAIL ON SHEET C5 o ° POS \SOILINSTALL BRIGHT N PE��E EST ORANGE SILT >o \ \\ �g2 \ \ FENCE PER DETAIL 410 ON SHEET C4 \ \ \\ NA VEG POT CTI N R / \ ' a2s� \ \ F GEC ED Sao o ° INSTALL TREE \ OF' TR'A PROTECTION NGPE\4j4 .;.f �' ��� 0 \ (TYPI L) \\ \ \ \ \ FENCING, PER DETAIL ,4 \\ o POSPER�J T ' / n` o ON SHEET C4 �? \ < / // INSTALL SILT DO TACT B 00 / 0/ FENCE PER DETAIL Z \ \ 0 \ \ ° \ \ \ \ \ \ \ 47�\ \ ��\ \\ RAINAGE FACILITY // J/ /�° ON SHEET C4 I \ / I ° ( o \ \ \ 1106 �NGPE / / i \ \ \ \ \ \\ o \ \ �4ps \ FENC /� PROVIDE QUARRY SPALLS FOR 5 I a \ \ \ \ \4 \\ /\rtN \ / PORTION OF DITCH ON 3:1 SLOPE 1 I EX. 2' 5' I I o \ ° \ \ \ \ \ 04� \ 4�2\ \ TO�PROTECT SLOPE FROM EROSION. I \ \ EROSIdN, \ \ \ \ \ \ \\ \ \\4p2� \ \ ° ENCE END T AND / ° I I CLEARING �IMITSI I a `9�� \ \ \ CONSTRUCT PERMANENT NGPE FENCING / AS rlIOWNI PROII NI II II II I I II I II II I \\\ ) \ \I 1\ o\ STORM SYSTEM PER DETAILS o �PERMANENT DETENTION POND TO BE\ °\ ON SHEETS C9 & C1 1 UTILIZED AS TEMP. SEDIMENT TRAP. o ° 4-----CONSTRUCT PER DETAILS ON SHEET C7 FEN ° E °PERTY LIN 'ILT FIE ro \ 4O O 400 \0\\398 \ � � O \\\\ \ i / I *0'1' 34 E\419:87, �39 / J / CLEARING LIMITS I / J ALONG PROPERTY LINE a S`s' —39a—-/��� J` - 90 wo \\ \\\\JA� CONSTRUCTION SEQUENCE: 1. PRE -CONSTRUCTION MEETING. 7. CONSTRUCT STORM FACILITY OUTFALL PRIOR TO ONSITE WORK. 13. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND 17. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC 8. GRADE AND INSTALL CONSTRUCTION ENTRANCE. MANUFACTURER'S RECOMMENDATIONS. DAYS. SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 9. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, 14. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW 18. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE ETC.). MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION THAN 30 DAYS. 3. CONTACT PUGET SOUND ENERGY AND NOTIFY THEM AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CONSTRUCTION ACTIVITY HAS BE BEGUN. 10. CONSTRUCT SEDIMENT POND. CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 19. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 4. NOTIFY INSPECTOR AND CURRENT PLANNING MANAGER TO 11. GRADE AND STABILIZE CONSTRUCTION ROADS. 15. SEQUENCE WORK TO FACILITATE INSTALLATION OF UTILITIES INITIALIZE TREE PROTECTION WALK THROUGH PRIOR TO ANY WHILE PREVENTING TRACK OUT. ONSITE CLEARING. 12. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND 16. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN 5. FLAG OR FENCE CLEARING LIMITS. INSTALL TREE PROTECTION. GRADING FOR PROJECT DEVELOPMENT. SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, 6. INSTALL CATCH BASIN PROTECTION IF REQUIRED. PLASTIC SHEETING OR EQUIVALENT. BENCHMARKS: FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 ASBUILT STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 NO. REVISION SURVEYED: TSL DESIGNED: DSC DRAWN: DSC EN 1 1 /19/21 DD CHECKED: DID BY DATE AP P R APPROVED: DID SCALE: 1 201 HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON V'R Planning/Building/Public Works Dept. APPROXIMATE STOCKPILE LOCATION CONTRACTOR SHALL COVER WITH PLASTIC AS NEEDED TO PREVENT EROSION. TEMPORARY CONSTRUCTION STAGING AREA. ACTUAL LOCATION TO BE DETERMINED BY CONTRACTOR. SURFACE WITH CRUSHED ROCK OR QUARRY SPALLS TO PROVIDE AN ALL-WEATHER TEMPORARY WORK SURFACE. EQUIPMENT PARKING/MAINTENANCE AND REPAIR AREA NOTE: NO WASHING OF VEHICLES SHALL OCCUR IN THIS AREA. DRIP PANS OR PLASTIC SHALL BE USED BENEATH VEHICLES. LIGHTING AND SIGNAGE SHALL BE PROVIDED FOR FUELING DURING EVENING HOURS. R-409730 OE. W Dq � o 4ZD09 NA L ENG 11-19-21 • V � � 3 = .� O p>t ul) � W C N tm O M i Q 00 rq M NQtN4, � L0 m m O V N °0 C Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT TESC AND SWPPS PLAN DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 Q J d- 0- 00 � r O O = Z DATE: 1 1 /19/2021 c/-) m 0 FIELDBOOK: PAGE: . DRAWING NO: W � Q U SHEET: OF: �^ 3 a om I I I I x 0 0 0 Of 0 z Ld 4i 0 V cn rn 0 CV N 0 cv rn E a� a 0 3 0 LIJ I 00 00 i CS 00 co 0 CD CD r- W Z r` Cn 0 1 O 1 0 L.L i N CITY OF RENTON EROSION AND SEDIMENT CONTROL NOTES 1. CLEARING LIMITS: A. PRIOR TO ANY SITE CLEARING OR GRADING, AREAS TO REMAIN UNDISTURBED DURING PROJECT CONSTRUCTION SHALL BE DELINEATED. AT A MINIMUM, CLEARING LIMIT DELINEATION FLAGGING SHALL BE PROVIDED AT THE EDGES OF ALL VE AREA BUFFERS. 2. KEEP THE GROUND COVERED: A. MINIMIZE THE AMOUNT OF EXISTING VEGETATION THAT YOU MUST DISTURB FOR CONSTRUCTION. KEEP OFF SENSITIVE AREAS AND THEIR BUFFERS. B. ALL DISTURBED AREAS SHALL BE COVERED AND/OR MULCHED WITHIN 12 HOURS, IF THEY ARE TO REMAIN UNWORKED FOR MORE THAN 7 DAYS FROM MAY 1ST TO SEPTEMBER 30TH. DURING THE MONTHS OF OCTOBER 1ST THROUGH APRIL 30TH, DISTURBED AREAS MUST BE COVERED OR MULCHED IF LEFT UNWORKED WITHIN 2 DAYS C. ACCEPTED MULCH MATERIAL INCLUDES STRAW, WOOD FIBER AND CELLULOSE. D. AREAS NOT BEING WORKED FOR 30 DAYS OR MORE SHALL BE VEGETATED, UNLESS THE CITY DETERMINES THAT WINTER WEATHER MAKES VEGETATION ESTABLISHMENT INFEASIBLE. IF THIS IS THE CASE, IT MUST STILL BE MORE PERMANENTLY STABILIZED, USING METHODS SUCH AS BONDED FIBER MATRIX OR OTHER MORE STABLE BMP'S. E. SLOPES AND STOCKPILES 3H:1V OR STEEPER AND MORE THAN 10 FEET OF VERTICAL RELIEF SHALL BE COVERED IF THEY ARE UNWORKED FOR MORE THAN 12 HOURS. F. ALL AREAS NOT BEING WORKED PRIOR TO OCTOBER 1, AND ARE BEING SEEDED, SHALL BE SEEDED BY SEPTEMBER 23. MULCHING IS REQUIRED TO PROTECT ALL SEEDED AREAS UNTIL AN ADEQUATE GROWTH IS ESTABLISHED. G. AREAS THAT ARE BEING HYDRO SEEDED SHALL HAVE A TACKIFIER MIXED INTO THE HYDRO SEED TO HELP STABILIZE MIXTURE ONTO THE SOIL. H. ENOUGH COVER MATERIAL TO SUFFICIENTLY PROTECT ALL DISTURBED AREAS SHALL BE STOCKPILED ON THE SITE AT THE BEGINNING OF THE WET SEASON. 3. DUST CONTROL: A. DUST IS TO BE CONTROLLED ON THE CONSTRUCTION SITE. B. WATER TRUCK WILL BE USED TO CONTROL DUST ON DIRT/GRADED AREAS ONLY. C. NO SITE RUN OFF IS TO BE GENERATED BY OVER USE OF WATERING. D. CONTROLLING DUST ON PAVED ROADWAYS WILL BE DONE BY THE USE OF A SWEEPER WITH WATER -JET SPRAYERS. NO RUN OFF FROM SPRAYERS SHALL REACH THE CATCH BASINS. 4. PERIMETER PROTECTION: A. PERIMETER PROTECTION TO FILTER SEDIMENT FOR SHEETWASH SHALL BE LOCATED DOWNSLOPE OF ALL DISTURBED AREAS AND PROPERLY INSTALLED PRIOR TO UPSLOPE GRADING. B. 50 LINEAR FEET OF SILT FENCE PER ACRE AND THE NECESSARY STAKES TO HOLD THE FENCE IN PLACE SHALL BE STORED ON SITE. 5. TRAFFIC AREA STABILIZATION: A. UNSURFACED DRIVEWAY ENTRANCES, ACCESS ROADS AND PARKING AREAS USED BY CONSTRUCTION TRAFFIC WILL BE STABILIZED TO MINIMIZE EROSION AND PREVENT TRACKING MUD. B. STABILIZED CONSTRUCTION ENTRANCES WILL BE INSTALLED AS THE FIRST STEP OF CLEARING AND GRADING. C. CONSTRUCTION ENTRANCES WILL BE SET UP SO THAT ALL TRAFFIC LEAVING A JOB SITE IS REQUIRED TO TRAVEL THE ENTIRE LENGTH OF ENTRANCE. D. ROADS AND PARKING AREAS WILL BE STABILIZED IMMEDIATELY AFTER THE INITIAL GRADING. E. CONSTRUCTION ENTRANCES WILL 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. F. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT WILL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON -SITE. G. IF NON-VACTOR TYPE SWEEPERS ARE USED, THE DEPOSITION OF THESE SWEEPERS MUST BE REMOVED FROM SIDEWALKS AND GUTTERS. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON -SITE. H. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING STREETS. TEMPORARY EROSION CONTROL SEED MIX EROSION AND SEDIMENT CONTROL NOTES ASBUILT TESC NOTES AND DETAILS 6. SEDIMENT RETENTION: OF A. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFF -SITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. DALPAYSHORT PLAT B. SEDIMENT RETENTION FACILITIES WILL BE INSTALLED BEFORE GRADING. C ADDITIONAL NPONDS/TRAPS/SYSTEMS IOTO ACCOMMODATE N FACILITIES NEED TO BE RESTORAGE VED OCAPACITY DNEED TO BE A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP INSTALLED ON SITE. THIS WILL BE DONE PRIOR TO REMOVAL OF EXISTING FACILITY. 7. SURFACE WATER CONTROL: 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON A. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFF -SITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 8. SENSITIVE AREA RESTRICTIONS: A. PHASING AND MORE CONSERVATIVE BEST MANAGEMENT PRACTICES (BMP'S) MUST BE EVALUATED FOR CONSTRUCTION ACTIVITIES NEAR SURFACE WATERS.. 9. MAINTENANCE REQUIREMENTS: A. LARGE PROJECTS WITHIN SENSITIVE AREAS MAY BE REQUIRED BY THE CITY TO HAVE A DESIGNATED ESC SUPERVISOR WHO WILL BE RESPONSIBLE FOR ESC REVIEW, B. MAINTENANCE AND COMPLIANCE. C. ESC WILL BE INSPECTED A MINIMUM OF ONCE A WEEK DURING THE WET SEASON AND WITHIN 24 HOURS OF SIGNIFICANT STORMS (.5 INCHES/24 HOUR, OR WHERE RUN-OFF IS GENERATED). D. THE ESC SUPERVISOR MUST BE AVAILABLE, 24 HOURS, FOR RAPID RESPONSE TO ESC PROBLEMS AND EMERGENCIES. E. A 24-HOUR PHONE NUMBER FOR THE ESC SUPERVISOR WILL BE POSTED IN A CLEARLY VISIBLE LOCATION ON THE PROJECT SITE. 10. FINAL STABILIZATION: PRIOR TO FINAL CONSTRUCTION APPROVAL, THE FOLLOWING CONDITIONS MUST BE MET: A. ALL DISTURBED AREAS OF THE SITE WILL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED; B. STRUCTURAL MEASURES SUCH AS SILT FENCE, SLOPE DRAINS, ETC. WILL BE REMOVED FROM SITE; C. ALL PERMANENT SURFACE WATER FACILITIES INCLUDING CATCH BASINS, PIPES, ETC. WILL BE CLEANED; D. ANY OFF -SITE CATCH BASINS THAT REQUIRED PROTECTION WILL ALSO BE CLEANED; AND E. IF ONLY THE INFRASTRUCTURE OF THE SITE HAS BEEN DEVELOPED SUCH AS SHORT PLATS AND SUBDIVISIONS, WITH BUILDING CONSTRUCTION TO OCCUR UNDER A DIFFERENT F. PERMIT, THEN THE SENSITIVE AREA BUFFERS, TRACTS, AND SETBACKS WILL BE CLEARLY MARKED. CITY OF RENTON, DEVELOPMENT SERVICES STAFF IS AVAILABLE TO ANSWER ANY QUESTIONS YOU MAY HAVE ABOUT EROSION AND SEDIMENT CONTROL AND WET SEASON STABILIZATION MEASURES FOR PERMITTED ACTIVITIES IN THE CITY OF RENTON. PLEASE CALL 425-430-7300. MATERIAL % WEIGHT % PURITY % GERMINATION CHEWINGS OR RED FESCUE 40 98 90 FESTUCA RUBRA VAR. COMMUTATA OR FESTUCA RUBRA ANNUAL OR PERENNIAL RYE 40 98 90 LOLIUM MULTIFLORUM OR LOLIUM PERENNE REDTOP OR COLONIAL BENTGRASS AGROSTIS ALBA OR AGROSTIS TENUIS 10 92 85 WHITE DUTCH CLOVER TRIFOLIUM REPENS 10 98 90 BEST MANAGEMENT PRACTICES (BMP) ALTERNATIVES MULCH MATERIAL OUAUTY STANDARDS APPUCAl1 _N7 /1000 SF APPLICATION /ACRE DEPTH OF APPLICATION TENSAR GS-1 SAFETY FENCE OR EQUAL (BRIGHT ORANGE PLASTIC MESH) 10' 14 (A GAI VAN17Fn WIRE I I J Vll. VlIL VlIIVI, II STEEL FENCE POST 6' HIGH MIN u NOTE: 1: CLIP FENCE TO GALVANIZED WIRE @ 5 FOOT ON -CENTER SPACING 2. WIRE FENCE TO STEEL FENCE POST TEMPORARY N.G.P.E. FENCE DETAIL NOT TO SCALE REMARKS GRAVEL, SLAG, OR WASHED, 3/4 -1-1/2 9 CU YDS 3 INCHES FOR SHORT SLOPES AND AROUND WOODY PLANTS & ORNAMENTALS CRUSHED STONE SIZE USE WHERE SUBJECT TO FOOT TRAFIC. APPDX. 2000 LBS/CU YD. AIR DRIED, FREE FROM 75-100LBS OR 1-1/2 TO 2-1/2 MINIMUM OF 2 IN USE WHERE THE MULCHING EFFECT IS TO BE MAINTAINED FOR LESS HAY OR STRAW UNWANTED SEEDS & 2-3 BALES TONS OR 90-120 DEPTH, GREATER ON THAN 3 MONTHS. ANCHOR BY CRIMPING, COVERING WITH NETTING COARSE MATERIAL BALES STEEP AREAS OR NEAR SPRAYING WITH TACKIFIER AND/OR KEPT MOIST. PROTECTED AREAS) PLASTIC SHEETING MINIMUM 6-MIL THICKNESS JUTE MAT, WOVEN N/A STRAW BLANKET SYNTHETIC FIBER BLANKET WOOD FIBER DYED GREEN SHOULD CELLULOSE (PARTIALLY NOT CONTAIN GROWTH DIGESTED WOOD INHIBITING FACTORS FIBERS) WOOD FIBER APPLIED WITH HYDROSEEDING OR ALONE BARK CHIPS WOOD CHIPS TREAT WITH 12LBS (HOG FUEL) NITOGEN FERTILIZER/TON HYDROSEED USE MIX RECOMMENDED ABOVE PER CITY OF RENTON STANDARD DETAIL 213.30 ON SHEET C5 N/A USE ON STEEP SLOPES GREATER THAN 2:1 IN ADDITION TO HYDROSEED OR WOOD FIBER WITH TACKIFIER. 25-30 LBS. 1000-1500LBS IF USED ON CRITICAL AREAS, OR STEEP SLOPES, DOUBLE THE NORMAL APPLICATION RATE. APPLY W/HYDROMULCHER. NO TIE -DOWN REQUIRED. 1.25 TONS PER USE 90 GAL/ACRE TACKIFIER FOR STEEP SLOPES LESS THAN ACRE; 2:1; 120 GAL/ACRE FOR STEEPER THAN 2:1 IN. OF 2 IN. DEPTH I DO NOT USE ON SLOPES STEEPER THAN 6% N. OF 2 IN. DEPTH I DO NOT USE ON SLOPES STEEPER THAN 15% USE DOT SLOPE MIX FOR STEEP SLOPES. BENCHMARKS: FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 NO. GRAB TENSILE STRENGTH (ASTIr1 04632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632} 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. AOS [ASTM D47511 20-45 N.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 IH STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.1 NOG FUEL (WOOD BASED MULCHI 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 A7 ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED DNTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED OWO PAVEMENT. 2.4- FENCING SHALL BE INSTALLED AS NECESSARY TO RFSTRIC7 TRAFFIC TO THE CONSTRUCTION ENTRANCE 2.5 WHENEVER POSSIBLE -THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM- COMPACTED SUBGRADE THIS CAN SUOTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ALIDED IF THE PAO IS NO LONGER IN ACCORDANCE WITH 1'HE SPECIFICATIONS. 3.2- IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEA313RE3 TO KEEP THE STREETS FREE OF SEOIMeNT $HAU„ IE USEQ. THIS MAY INCLUDt STREET $WEEPING, AN INCREASE IN THE DIMGN$IQNS OF THE ENTRAN(;E, OR THE IN5TALLATIQN OF A WHEEL WASH. IF WASHING IS USED, Fir SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAW TO A SEDIMENT TRAf3 OR POND 3 3. ANY SEDIMENTTHAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT "LEGTED 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 ANU THERE IS A TH73EAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STfiEETS, A SMALL SUMP MUST BE CONSTRUCTED. TKE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND OISCI•IARGED APPROPRIATELY. WASH WATER MUST 13E PLIMPM BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TD SURFACE WATERS. 3,4- ANY QUARRY $PALLS THAT AFtE LQQS€NED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY 3,5- IF VEHICLES ARE ENTERING OR EXITING THE SITES AT PAINTS OTHER THAN THE CONSTRUCTIA)M ENTRANCE(P). FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. uNLESS oTt*RwISf N01f0, PRAWPNG 1$ NOT TO SCALE (NYSE STD. PIA N - 215,10 UR. PUBLIC WORKS APPZp'lfp' DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1 CAII EROSION CONTROL "WET SEASON" NOTES 1. ANY SITE WITH EXPOSED SOILS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) SHALL BE SUBJECT TO THE SPECIAL PROVISIONS BELOW. THESE SPECIAL PROVISIONS ARE REQUIRED IN ADDITION TO THE STANDARD ESC COVER MEASURES. THESE PROVISIONS INCLUDE COVERING ANY NEWLY SEEDED AREAS WITH MULCH AND IDENTIFYING AND SEEDING AS MUCH DISTURBED AREA AS POSSIBLE PRIOR TO SEPTEMBER 23 IN ORDER TO PROVIDE GRASS COVER FOR THE WET SEASON. 2. THE ALLOWED TIME THAT A DISTURBED AREA CAN REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO (2) DAYS, RATHER THAN SEVEN (7) DAYS. 3. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS. 4. COVER MATERIALS (PLASTIC, MATTING, ETC.) SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE. 5. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. 6. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 7. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE. 8. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE -GRAINED SOIL. ASBUILT REVISION 9. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 10. PROPERLY INSTALLED SILT FENCING IS MANDATORY ALONG THE DOWNSLOPE OF ALL DISTURBED AREAS OF THE SITE. PERIMETER PROTECTION FILTERS RUNOFF AND REDUCES THE AMOUNT OF SEDIMENT THAT MAY LAVE THE SITE. 11. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 12. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS. 13. ANY RUNOFF GENERATED BY DEWATERING SHALL BE TREATED THROUGH CONSTRUCTION OF A SEDIMENT TRAP WHEN THERE IS SUFFICIENT SPACE OR BY RELEASING THE WATER TO A WELL -VEGETATED, GENTLY SLOPING AREA. SINCE PUMPS ARE USED FOR DEWATERING, IT MAY BE POSSIBLE TO PUMP THE SEDIMENT -LADEN WATER WELL AWAY FROM THE SURFACE WATER SO THAT VEGETATION CAN BE MORE EFFECTIVELY UTILIZED FOR TREATMENT. A STRAW BALE FILTER SHALL BE PLACED AROUND THE DISCHARGE FROM THE DEWATERING PUMP. IF THERE IS NOT SPACE FOR A SEDIMENT TRAP OR 25 FEET OF SUITABLE VEGETATION, OTHER FILTRATION METHODS SHALL BE REQUIRED. 14. THE FREQUENCY OF MAINTENANCE REVIEW SHOULD BE INCREASED FROM WEEKLY TO DAILY WHERE WARRANTED. SURVEYED: TSL DESIGNED: DSC DRAWN: DSC EN 1 1 /19/21 DD CHECKED: DID BY DATE APPR APPROVED: DID SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 2-x2- 14 GAUGE WIRE, OR EDUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC - --I1- --- --'- ------ - sMAx. -' POST $AAC1N{3 MAY BE INCREASED J {'kd' MIN. TRENCH TO8' IF WIRE BACKING IS USED ,ul BACHFILL TRENCH WITH NATIVE SOIL OR 3A" TO 1-V2' WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP-) 2' MIN. NOTE: CONTRACTOR SHALL USE BRIGHT ORANGE SILT FENCE IN ALL LOCATIONS. NOTES: 1. CQHDRIDNS OF 135E 1.1- SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. IZ SILT FENCE IS NOT INTENDED 70 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 TF44P OR POND. Z DESIGN AND INSTALLATION SPEGIFTCATIINS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. ADS (ASTM L74751I 30400 $1EVE $k2E 18.59-4.1SmmI FQR SILT FILM 54-F90 SIEVE SIZE 10.30-0.15mmj FOR OTHER FABRICS WATER PERMTTIVFTY(A$TM D4491) 0-02SEC�'M[NIMUM GRAB TENSILE STRENGTH (ASTM D4632} 1130 LBS. MIN. FOR EXTRA STRENGTHFABRIC 100 LB.S. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM 34632) 30%MAX. (WOVEN} ULTRAVIOLET RESISTANCE (ASTM 043M5 70%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE WIRE BLACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE 2-3. WHERE THE FENCE IS IN$TALLEC, THE 94OPE SHALL NOT BE STEEPER THAN 2R..IV 2.4. It: A TYPICAL SILT FENCE IS USED, THE STANDARD 4'X4' TRFNC14 MAY 13F REnUCED AS LONG AS THE 9OTIrCYM S INCHES OR THE SILT PENCE PAMIC IS WELL RURIED AND SECURE IN A TRENCH THAT STABILI2ES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE 2.5, FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE, 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 5.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, T+IEV MUST BE INTERCEPTED ANTS CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR 31GNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING 0HANNELIZA71ON OF FLOWS PARALLEL TO THE FENCE IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMET T 15 6 INCHES HIGH. 3-5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAV30LET BREAKDOWN. IT SHALL BE REPLACED. UNLE5$ O'hIFRW15E No1E0, DRAWING IS NOTIO SCALE (NTSI STD. PLAN - 214.00 URr DEPARTMENT CAAZ PUBLIC WORKS SILT FENCE P 912912019 1 � W.1� W,x1. CJ mnlln� : • 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES) 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES 6. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSE POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING 7. THE TRENCH SHALL BE BACKFILLED WITH 3/4-INCH MINIMUM DIAMETER WASHED GRAVEL 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY • CITY OF o' RENTON Planning/Building/Public Works Dept. R-409731 11-19-21 ci E V i C N .� � O t U-) i !` W N N M U) Q 00 N :3 C 0') Q N U) j I` L0 a-+ 1114 cMa W O V � r (1) Y Nri �lt IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT TESC NOTES AND DETAILS DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 Q J 0-00 00 ry- r O Z 7® Z DATE: 1 1 /19/2021 c� m FIELDBOOK: O PAGE: DRAWING NO: W J SHEEP: C4 OF: 18 Q fn L0 U N a U V) d C-) O N N O N N N a 0 3 0 w I 00 00 / 00 Do r- / 0 O O r- W/ Z TDE IN SHEETING IN 4" I14" MIN. TRENCH NOTES: 1- GONDTIQNS QF USE 1.1. PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 3D DAYS. 1J, PLASTC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES 1.3 CLEAR PLASTIC SHEETING MAY BE USED OVER NEWLY -SEEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE 5UMMER MONTHS. 1.4. THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS INCLUDE STEEP AND UNSTABLE SLOPES. L DESIGN AND INSTALLATION SPECIFICATIONS 2.1. PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.06 MILLIMETERS. 2.2 IF EROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM, RFPRAP, OR OTHER SUITABLE PROTECTION SMALL 9E INSTALLED AT THE TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. 2.3. TIRES, SAND BAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC. '2 C SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12INCHE9 AND BE WEIGHTED OR TAPED, 3. MAINTENANCE STANDARDS 3TORN SHEETS MUST HE REPLACED AND OPEN SEAMS REPAIRED, i". IF THE PLASTIC BEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADJATIDN. IT MU$T BE COMPLETELY REMOVED AND REPLACED. 3,3. WHEN THE PLASTID IS NO LONGER NEEDED, FT SHALL BE COMPLETELY REMOVED. UNLESS a1'HERvnSE NOTEpr DRAW LNG IS NorYJT scALI (His} . PU$LEC WORKS Rts 571a. PPLAN - 213.30 - r Ra DEPARTMENT PLASTIC COVERING GAZ 9/28/2a18 Iwi. ur,u ten."siiva :i,rl EROSION AND SEDIMENT CONTROL (ESCI STANDARD PLAN NOTES: THE FOLLOWING ISA. LISTING OF GENERAL. NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE UST MAY NOT PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER. HEREBY REFERRED TO AS APPLICANT. MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER- THE APPLICANT SHALL NOT RENUMHR NOR EDIT THE REMAINING NOTES. IF AODTIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHRILL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY {ECOLOGY} CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT 1S REQUIiRED FOR THE PROJECT THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROV11DEDTO ECOLOGY ASSOCIATED WITH THE CON37RUCDON STORMWATER GENERAL PERMIT 3. THE ESG PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIRLMENTS- 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBER ON THE PLANS) SHALL RE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWUM) PRIOR TO THE START OF CONSTRUCTION- DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING UMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLJCANTIESC SUPERVISOR FOR THE DURATION OF GONFRUGTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT ADDITIONAL MEASURES. SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS. MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE- 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFFSITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. PC NOT WASH QI-T CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUTAREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AN04OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER. DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING ANWOR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON•SITP- EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STAIMUZED TO ENSURE POTENTIAL FOR CWSITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT. AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILTY OF THE APPLICANT. S. ANY HAZARDOUS MATERIALS OR LJig1JID PRODUCTS THAT HAVE TH3= POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUEREMENTSTO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAYBE CREATED BY THE ACTIVITIES AND TO PROVJDEADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED -TO PROTECT ADJACENT PROPERTIES ANU WATER DUALITY OF THE RECflVING DRAINAGE SYSTEM- 11). APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN. SIZE NOR LOCATION OF PIPES, RESTRICTORE, CHANNELS, OR STDRMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF S70RMWATER FACILITIES SHALL BE SUBMFTTED TO THE CITY FOR REVIEW AND APPROVAL 12. ANY AREAS OF EXPOSED SOILS. INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE ORY SEASON IMAM 1ST THROUGH SEPTEMBER BOTH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G.. SEEDING. MULCHING. PLASTIC COVERING. ETC.) IN CONFORMANCE WITH APPENDIX O OF THE RENTON SWOM. 13. WET SEASON ESC RECUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7} DAYS 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY 15. BEFORE COMMENCEUENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARO PLAN 21g.30 SHALT BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AHD WffHIN 6rM FEET OF A 01STUREEO OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING. CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 213OF THE CAPACITY OF THE CATCH BASIN SUMP ALL CATCH BASINS AND CONVEYANCE LANES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM - III. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORNTY SETTUNJ, BASIN SHALL BE MODIFIED WITH THE W ECESSARY ESC BMPS AND SHALL PROVIDE AQEpUATE STORAGE CAPACITY. IF THE TEMPORARY FAGILFTY I$ TO ULTIMATELY FUNCTION A$ AN INFILTRATION 5Y5TEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SD THAT THE 84TTOM AND SIPES ARE AT LEAST T1fRE-E FEET ABOVE THE FINAL GRAPIE: OF THE PERMANENT FAC ILITY, 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ONSITE BMPS (AMENDED SOILS, BIORETENTION. PERMEABLE PAVEMENT. ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS 70 AVOID SE DIMENTA71ON AND COMPACTION DURING CONSTRUCTION. 2D. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER CST). ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH DIVES SHALL BE SODDED DR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN FXF41BIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREA.. TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FLNAL CONSTRUCTION ACCEPTANCF, THE PROJECT SITE $HALL BE STABILIZED TO PREVENT SEDIMENT-LADFN WATER FROM LEAVING THE PROJECT S€TE. ALL ESG BMPS SHALL IRE RFMOVEQ. AND STORMWATFR CONVEYANCE SYSTEMS. FACILITIES. AND ON -SITE BMPS SHALL SE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22 ROCKERJES ARE CONSIDERED TO BE A METHOD OF BANK STABIL17ATION AND EROSION CONTROL ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CrTY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED 1N ACCORDANCE WFTH THE INTERNATIONAL BUILDING ODDE, V NLE55 RT'HER WISL kDTE ❑, ENiAW LNG IS NOT T4 5[ALE INtSI STD. PLAN - 268,40 • PUBLIC WORKS EROSION AND SEDIMENT CONTROL ° DEPARTMENT STANDARD PLAN NOTES GAZ 9/28/2018 1 P41L W AslkVnlir.iiur DATE INFLOW KEY DIVIDER INTO SLOPE TO PREVENT FLOW AROUND AIDES _ PflND LENGTH {3 TO 6 TIM THE MAY- POND WIDTH) SILT FENCE OR EQUIVALENT DIVIDER RISER PIPE - RISER PIPE IPRINCIPAL SPILLWAY} - OPEN AT TOP WITH TRASH RACK DEWATERING DEVICE ISEE RISER DETAIL. '�,W1/`• �S STD. PLAN 216.101 T 3.5' WERE -BACKED SILT FENCE, STAKED MIN HAY BALES WRAPPED WTH FILTER FABRIC. OR EQUIVALENT DIVIDER \f ' 6 / 11 ' DEWATERING OREFFGE CONCRETEBASE ASBUILT TESC NOTES AND DETAILS OF DALPA Y SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON CREST OF EMERGENCY SPILLWAY - t A •. . 12, EMERGENCY OVERFLOW SPILLWAY DISCHARGE TO STABILIZED CONVEYANCE. OUTLET, OR LEVEL SPREADER B'MIN. � 12"MIN. T EMBANKMENT COMPACTED 95%. PERVIOUS MATERIALS SUCH AS GRAVEL OR CLEAN SAND SHALL NOT BE USED DISCHARGE TO STABILIZED CONVEYANCE, OUTLET. OR LEVEL SPREADER NOTES; 1. CONDITION OF USE 1 ; A SEDIMENT POND SHALL BE USED WHERE THE COHTRIBLTI ING DRAINAGE AREA IS S ACRES OR MORE. 2. DESIGN AND INSTALLATION SPEC rRCATIONS 21 THE POND SHALL BE DIVIDEO INTO TWO fiouGHLY EQUAL VOLUME CELLS BY A PERMEABLE DIVIDER THAT WILL REDUCE TURBULENCE WlPILE ALLOWING MOVEMENT OF WATER BETWEEN CELLS. THE DIVIDER SHALL BE AT LEAST ONE HALF OF THE HEIGHT OF THE RISER. WIRE - BACNEa 2-70 3 FOOT HIGH, EXTRA STRENGTH FILTER FABRIC SUPPORTED BY TREATED 4"X4"a MAYBE USED AS A DIVIDER, ALTERNATIVELY, STAKED STRAW BALES WRAPPED WITH FILTER FABRIC MAY BE USED. 22. EF THE POND IS MORE THAN 6 FEET DEEP, A DIFFERENT MECHANISM MUST BE PROPOSED. 2.3. TO AID IN OFTERMINING SEDIMENT DEPTH, ONE -FOOT INTERVALS SHALL BE PROMINENTLY MARKEO ON THE RISER. 3. MAINTENANCE STANDARDS 3.1. SEDIMENT SHALL BE REMOVED FROM THE POND WHEN FF REACHES 1 FODT iN DEPTH, 3.2 ANY DAMAGES TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPAIRED. uNLU5 al HERWISE NOTTb. DRAWING 1S Nat M SCALE (NT5I STD. PLAN - 21640 a PUBLIC WORKS SEDIMENT POND PLAN VIEW AND PPROVE11- +A1 DEPARTMENT CROSS SECTIONS GAZ 9/28/2018 .I. e�i�.• DATE PROVIDE ADEQUATE STRAPPING POLYETHYLENE CAP - PERFORATED POLYETHYLENE DRAINAGE TUBING. DIAMETER 2" MIN. LARGER THAN CORRUGATED DEWATERING ORIFICE TUBING SHALL METAL RISER COMPLY WITH ASTM E667 AND AASHTQ M294 S.5' MIN. WATERTIGHT OC r TACK WELD DEWATERING ORIFICE. SCH AO STEEL STUD, MIN. S- MIN DIAMETER AS PER CALCULATIONS IN SECTION 0.2.1.5.2OF I - - - THE CITY OF RENTON SURFACE WATER DESIGN MANUAL L a d � d y 18, MIN CONCRETE IJASE - (ALTERNA PVELY, METAL STAKES AND WIRE MAY BE USED TO PREVENT FLOTATION} a n r d n F� 2 x RISER DIA MIN. �- NOTES: 1. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS 01HERWI5E NOTED, pW4WING 15 NOt TO SCALE INT5) STD. PLAN - 216,10 a PUBLIC WORKS SEDIMENT POND RISER DETAIL PPR D GAZ DEPARTMENT 9/28/2018 �11 rank wars aemnimam, DATE BACKFILL SWALE W/4-6" QUARRY SPALLS IN ROAD AREAS. -III III III O O O O -�� III III III- 2. I I� 1' MIN. TEMPORARY ROAD X-ING SWALE NOT TO SCALE BENCHMARKS: FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 ASBUILT STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 N0. REVISION SURVEYED: TSL DESIGNED: DSC DRAWN: DSC EN 11/19/21 DD CHECKED: DD BY DATE APPR APPROVED: DD SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM Y MAX DRAINAGE GRATE TRIM GRATE FRAME _ - OVERFLOW BYPASS Y BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (1YP.) 'I c li OVERFLOW BYPASS (TYPJ BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1, PROTECTION SHALL_ BE PROVIDED FOR ALL STORM DRAIN INLETS DOW USLOPE AND WITHIN 50D FEET OF A DISTURBED OR COTISTRUCTION AREA, UNL€SS 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 MIGOI FOR THE STORMWATER STRUCTURE IT WILL SERVICE B. THE B1GD SHALL HAVE A BUILT-IN MIG3f-FLOW RELIEF SYSTEM (OVERFLOW BYPASS). B, THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL 7, PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION "1.W15), 6, ANY SEDIMENT 1N 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. UNL155 IQTHERWI5E NOTED, DRAWING 15 NOT 10 5TALf ANTS) STD. PLAN - 216.30 • f PUBLIC WORKS APP E❑: DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 ...... DATE 2 2 MAX LEVEL BOTTOM 1 1.2• MIN. 2' MIN. -• SWALE SPACING DEPENDS ON SLOPE GRADIENT -I NOTES: 1, CONDITIONS OF USE 1.1. REQUIRED AT- 1 1-1. THE TDP OF ALL SLOPES IN EXCESS OF 3H:IV AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.12. AT INTERNALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELOW. AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 2RH;1V(OR LESS) �_5% 390 FEET (10 TO 20)H:IV 5-1096 2(M FEET I4 TO TO}H iv 1&25% 10D FEET i2 TO AN-1V 25-SODS 5V FEET Z. DESIGN AND INSTALLATKM 9PECIFK:ATIONS 2:.1. FOR SLOFj=S STEEPER THAN 2H;1V WITH MORE THAN 19 FEETOF VERTICAL RELIEF Bi=NGHES MAY BE CONSTRUCTED OR CLOSFR SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRED MEASURE MUST SE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2:.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWAL£S SHALL 9E MINIMIZED. S. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED rMMEDIATELY. 3.2. IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY ANDAQR FREQUENCY OF THE SWALES SHALL BE INCREASED. UNLE5$ OTHERWIRE NOTED, DRAWING 15 "W Ta SCALE INT5I STD, PLAN - 217,10 URDEPARTMENT PUBLIC WORKS INTERCEPTOR SWALE PPR ❑: GAS 9/28/2018 I Nuovn„un wnI• n,n,,.., - . PATE • CITY OF ,R RENTON vugv Planning/Building/Public Works Dept. 1�'1WA E u L N .� i IT ,O if i W �N � M U) !C 000N VI IC Ln a-J' f V c co O U a) Y c`n1l �'t r R-409732 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT TESC NOTES AND DETAILS DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 J 0-00 W I- II- T ® TO Z Z DATE: 1 1 /19/2021 V) m FIELDBOOK: O PAGE: DRAWING NO: W J SHEEP: C5 OF: 18 Q N O N E 0 00 00 i a 00 00 U O O O w j z J L� I� o ASBUILT GRADING PAVING AND DRAINAGE PLAN OF DALPAY PLAT SHORT w A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 1w=20' 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 0 10 20 40 777 �;'J ---. G in 31 G` r�J� nG� I ^J Q--------I ��-G-w /, I 0 IJ v �(` ✓ \ v I r (` I r vJ v I NO PARKING I r-rr`,Jv I s`\`��1 I �cC`C1 V I �J !` ``'• J SIGN 2T M_T M J \J r r \ • --, STORM VAULT WATER METER ^^ ` I `+� TOP=416.69' „r = t, " n I Q 1 I I I �, ; ; �, EX. PRIVATE 20' ACCESS �r SDMH n J! I I r ���& UTILITY EASEMENT PER ' I I FND. REBAR RIM=417.49' I �/ELDYKE II SHORT PLAT AA C� e` ,� ��r�YI I & CAP CNW HOLDING MANHOLE 3 A N ! % n CB TYPE 1 ' � I I LS#40016 BOTTOM CENTER=397.49t I \ \REC#201 10316900007 ^� FND. REBAR 0.2'E OF N r I 3 - APIOX. LOCATION ONLY) nn RIM=424.07' r`J`' FND. REBAR ,� I I &CAP CNW LOT CORNER � 416.6 N J`'` Q IE 12" PVC N=421.47' & CAP CNW I LS#40016 \ \ IE 10" PVC W=421.64' O.L I I I LO 2'SXO.2'W TW=418.50 MATCH qX. a FND. REBAR I BW=417.00 1 0 J BOTTOM=420.85' OF LOT CORNER I &CAP CNW I I OF LOT CORNER STORM VAULT N Q i LS#40016 I CONC. WALL I i PROPOSED ROCKERY TOP=416.70' I I ±416.6\' 0 4' WOOD F NCE I ��3 MATCH EX. -7- - 5' WOOD FENCE S01'03'23"W 420.11' NO PARKING SIGN-----' ---F--Id '\ - - / o WALL ° o T ° � '\ �'� R�O�\ � o �� W-421.00 I/ /�1--�/\ 2 3 -� 2 � DRIVEWAY TO BE CONSTRUCTED AFTER HOME U N I 0 / ° i \418 NW=420.00 1 I TW=420. 0 0.3 a CONSTRUCTION IS COMPLETED. / �- / \ \ \ `� I I / BW=418. 0 0.3% 0 -� \�� 1 �I 416.00 ASSUMED HOUSE -�-� Z O \-416� \ I N I �,/ � 416.00 FOOTPRINT I I s / 0 \ DRIVEWAY TO BE I CONSTRUCTED AFTER ROCKERY o ° ° \ I I I HOME CONSTRUCTION 3.7% I 416.00 _ \ \� \`�V I I IS COMPLETED. 4 CBS o fl 1241 i�9 ' 0 \ o \ \ I I 2 416.00 7 2% 2 a tK 08 \ I I 4 J �\ MIN FF=417.0 3 POSSIBLE SOIL ° \� l Rog \\v�� \ \ �\ 414.89 414. 9 PERK TEST \, ` I I 18" PVC MIN FF=417.0 \ N =4 22.61' ° Q \ ° \ \\ \ °2 \ O \ \ L \ \ , �4 0 \ I / 414 '69 416 o -� c - c \' G `IG-- WATER DRIVEWAY TO BE \ s \ �6 \ I I / - M - M - M - - M - M - M-I�1DI�ATI�OLN� MVALVMi \ 42s CONSTRUCTED AFTER ° \ 9k \�J�S�`0�2 \ o \ \ \ p�\ ���' ' ` I LOT LINE (TYP.) r �o DRAINS I EX. BL W HOME CONSTRUCTION � ` OFF IS COMPLETED. \\ \ \ ° POS E SOIL c - c - c - c - c - G 1 � � -_ \ \\ \� °' \ � \\ \ PE TEST 27.26 4 7.58 \ R �� \ o y92 \ \�h 1\C\ \ / i i c \ \ r0 2' S 10 ------------ 27.64 427.95 \ \ \\ \ \\ \ \ / 4 NA V G �o 1 427.44 \\ \\ \ P OT�CTI N---�408----- 428.02i WATER Z�� �a28� i \ \\ \ \\ I \ 0 f \ � ..�::% \ METER w olo METER 2 �i \ 428.22 \�� �90 °\ \ \\ / I CB �� `�---406----� r \ 0 ST A \\ \ \ \ ° 4j4\ \� Y �� oPOS I o o -o`ni _.t ICA� \\ \ \ \ �472 '. i PERK TEST �/ /� ` � o w ono � o\�� � � �- Q too I �e \ o \ \ �\ \ \ \ \ \A,O \ �\ C130\11 ��� Y 428.00 I \ \ \ / / / \ e / wC'f wILE w o z 5' w i 428.00 \ o \ / ( \ \\ \ l o ¢08\�0 I O r �r I a\ 0 \� \ \4ps\ \ ThA N w I� Q w o „t r�� J\ N i 1 \ I ( I I 0 \ l ° \ \ \ \ \ �4 p4\ \ i \ \47?�� / AI NAG FACILI w Q �� ` w . o r I - I \ I \ \ \ \ \ \402 \ o SEE EET O IO w w X I MIN FF 429.0 / / 0 v=i N O I I I I \ \ \ \ \ \\ \ \� a I a \\` � I 1 �j n z f I I I I \ \ \ \ \ \ \ �9A 0 O O ° \ \ 0 W O O 08 WO I I O I I c ° ss - ss - ss - \ N FENCE 1.7'E I % I % '0 I N I �\ \\ \ \ ° 40 0 0 ° / \ \ \ V� a ISS - ss ss - ss - ss - ss - SS ROPERTY E I I I I I "' M M M �A �4o o e 398 I I 01' 34 E�419.87, 394-- I I o I I Tx ° \ I ,� :,r r R-409733 KEYNOTES: 10 SAWCUT EX. ASPHALT AS SHOWN. PROVIDE SMOOTH TRANSITION WITH NEW ASPHALT. O2 PROPOSED PAVED DRIVEWAY. O3 PROPOSED PAVED PRIVATE ACCESS TRACT SEE SECTION DETAIL ON SHEET C8 ® PROPOSE CATCH BASIN TYPE 1 PER DTL 200.00 ON C9 O5 PROPOSE CATCH BASIN TYPE 2 PER DTL 201.00 ON C9 © PROPOSE OVERFLOW STRUCTURE PER DETAIL ON C11 O7 CONNECT LOTS TO STORM SYSTEM WITH PERFORATED STUB -OUT CONNECTION PER STD PLAN 263.40 ON C11 B BENCHMARKS: FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 ASBUILT STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 NO. REVISION SURVEYED: TSL DESIGNED: DSC DRAWN: DSC EN 11/19/211 DD CHECKED: DID BY DATE AP P R APPROVED: DD SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NOTE: CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON V'R Planning/Building/Public Works Dept. ON E. Dj O of W A Sy S cn z NA L ENG 11-19-21 � V � � 3 ��•� r W � C N � M V: i Q 000 N mc: Ln i m O Ln 4 -r cq N m U °0Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT GRADING, PAVING AND DRAINAGE PLAN DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 Q J d- 0- 00 00 � r O Q = Z DATE: 9/2021 C/) m FIELDS/K PAGE: DRAWING NO: W J Q U SHEET: �� OF: 11^ a = i7' 0 LLJ 1"=10' 4' . 4' 4 4 4( 4( 31 a 3! 3! 3, 420 415 410 405 400 395 CV Ln 0 5 10 20 DETENTION FACILITY DATA: DETENTION POND MINIMUM TOP OF POND EL=410.0 100 YR WATER SURFACE EL=5-409.31 EMERGENCY OVERFLOW EL=49948-409.36 STATIC WATER SURFACE EL= 405.66 DETENTION POND VOLUME REQUIRED = 4,539 C.F. DETENTION POND VOLUME PROVIDED = 5,2:79 C.F.5,219 LENGTH TO WIDTH RATIO= > 3:1 ELEVATION AREA (SF) INCREMENTAL VOLUME TOTAL VOLUME 05.66 �.'1638 0 0 406.0 48&& 962 393- 400 393- 400 407.0 +341.1,362 ++++ 1,162 1,562 408.0 1 1,8681,814 +7-0 5 1,588 3, 1-1 3,149 409.0 *-,+682,326 � 6.a2,070 -5" 9 5,219 ASBUILT DETENTION POND PLAN AND SECTIONS OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON -- -!•Ilrrrl -JI �-..-- i -rt•)••r•�.f•�i7YYi�-iSA OL6 �!�IYd/l.r�lilYd••)• r----_.I�q./1-i/ �s - - t �,t �-��-LT�7lR1i--I.R.//!>•i� _- � _lam-1 rrlV ■ =.�.71.-rrr....alrrrrrrl�� L�-i A L l:•>•-----� __-- ar--� � � ��awuuo--���i� �rr��r-r•rr-r--���� �Vr.i r•\I-7i.•� �1r-a a..l _� -------, r-r�-r.a•��--�-��>•w- --lllI Mm rl--�-rrrll ��ra-rr-1 - _ice -•/.\ LI-1.rra1-I .L,ir��Y-----�-1--- J----1---- -- - T:»Li..-11111110111111111 ----------1-- - -.\m,ar-- ice_ 111111- ---�- - --------1 - - WON ��: -J � i nrrrr-��a�a=aila.•.I ��ili-ili�i,��in�niwilo��_•a�■ pia ■ter �:Irt.=.l�:l.�,..aw.����a MOM lair-� An. 1L-ArI a:1•a1:,J aim•-- - = '�'�:�W%r r,�n:Yq-��ai.�lw--111111 •-•� �.1.�n•r--....-•�ri �s a�� •i==� -alDr.v-:1►12wc1.a:1.1►1D� �arrrn-rrnr��•li�_:i_ ��_r�;rr�-r•�••l.� I .1-/1-1-/L•1•0LwmV-lI\.[-1l•7-- !_1.\...-; _1taQn IN r< 0IN 1� 1Edamal /.\Itlr li-.1.1•.\\<V..r•�7• --r-1r�1- 1\1ii7�1 lLWAL, r\w1r -1►-I\teIr.�R� --- �r.T-71 d_rVr 7.dr 7 -.,1 -SOON �nwwur_vr.••rr.anrra 2, ��.rrr.lr�acc■ � ww.-rrr-rc a-li-w\o reer.T�ere�r- 1 m-c eil. TiJ�lt1�//►\ COMMISSIONiY�i�iY/I rl�'iM:l�i�i�i•wr.11LriffY•f.l Y-��.1_-i.` 1 �1,11� at JIB--..-� 11111 �Ir_r� .•a•� ��.1.��ur.� Y Y On A ww� J Lid :l iC7:aagall NO=■ 1:l o-I.II 1 • • • 11 LQ Yr1 • • .. • 11+00 �ai�ui-o--mla� - -COMMISSION ONSOMPONOR EmmOriol DIVA --Commission r•r-ml I--. r vir r. a� r.r•Tta'_i��� r-I C 1 •�.1 rG111a1'1'.1��":7=�'�� -- POND BOTTOM 495.9 -�T.. iirnna� •wu:-o--loli�_ � L GROUNDSECTION PROP. GRADE• N LINE� N • • • • • . ISO • • • • • • 30+00 CV CD cV E 0 1. 00 00 i i 00 00 U 0 0 0 z J � L� I� 31+00 420 415 410 405 400 395 0 0 420 415 410 405 400 395 31+50 RIP RAP PAD DETAILS ALL RIP RAP PADS SHALL BE MIN. 4' WIDE x 8' LONG x 1' DEEP, USING THE GRADATION SPECIFIED BELOW: RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: PASSING 8 INCH SQUARE SIEVE 1007 OR MAXIMUM STONE SIZE 8" PASSING 6 INCH SQUARE SIEVE 40-607 OR MEDIUM STONE SIZE 6" PASSING 2 INCH SQUARE SIEVE 0-10% OR MINIMUM STONE SIZE 2" / a 425 ' / 2%, F I 420 I H I I 415 ) '� / I I 410 I � i I I CB#4 3 405 400 I 2 I I I 2& �20 / I I - 395 _ -.- -- / ASSUMED HOUSE FOOTPRINT (TYP.) 390 / 12' WIDE (TYP.) / / GRAVEL ACCESS ROAD j �\ I 12% MAX. SLOPE / \ 385 PER COR STD PLAN \\ 234.50 ON SHT C11 j 380 375 - ' � I I ATER CONTROL POND I -- --------------- IGN SSD PLAN 345ER I 3 N 11 .HEET C _ i NOTES: 1. ALL PIPES, STRUCTURES, AND FACILITIES PRIVATELY MAINTAINED UNLESS OTHERWISE NOTED. 2. DETENTION POND SHALL BE BUILT IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 234.00 ON SHEET C11 3. REFER TO SHEET L3 FOR TRACT B LANDSCAPE PLAN. PROPOSED POND FENCING PER STD PROPOSED ,' ,� 3:1 I B LOT LINE PLAN 234.40 ON SHEET C11 / LOT LINE 12+00 12+20 -- -- - \ \ ------ _ OIL/WATER -�' - SEPARATOR `---- �� ----- r ---- I \\ `11 c14 SEE DETAIL SHT C9 \ �0' / 410 N ' CB#2 FLOW CONTROL---/ STRUCTURE PER i `��- 3.1 COR STD PLAN .. i� --- - -----408---------- 237.00 ON 416 \ / �i SHEET C11A / ADO IE-4G&.-& F05.66 fYj O 41�� �/ i `� ' POND BOTTOM z \ ti� <' , EL - 405.2 ` I E= 405.60 o`O �\ REA=504 SF) I / g/O TRACT C \� �� EMERGENCY \ OVERFLOW - i i 0 TVAT`E GROWTH �� STRUCTURE - ,� �� �O/ , PROTECTK)N RE O �\ `� PER DETAIL o ON SHEET C11 11/ > -1k, A �I1 \ \ 406 \ \ \ \ 40�¢09 .8 o TRACT B 420 \ \ \ 40.2 \ \ B / DRAINAGE FACILITY AIR 0 \ \ \ 40'1-0 DAYLIGHT PIPE ATE EL- &\ TIrWTI IKIC C4Jnl I RC I nrnTCn 410 ��� AND WALKED WITH CITY OF \ \ O RENTON STAFF AND \ -� 0 �9r 0 \ \ O O APPLICANTS ARBORIST PRIOR / \ O / 9 \ TO CONSTRUCTION. 405 \ \ NOTE: ARBORIST SHALL BE �\ \\ \ \ PRESENT DURING EXCAVATION �\ \ O - R-409734 9° � O AND INSTALL STORM LINE 406 400 �� ' -WITHIN DRIPLINE OF TREES. PROVIDE PIPE ANCHORS HORS \ \ r n \ IN COMPLIANCE WITH CITY OF RENTON STANDARDS o PER DETAIL ON SHEET 11 B A Y;�388. INSTALL LL GABION ENERGY \ \ \ DISSIPATER PER DETAIL \ \ SON SHEET 11 B � 40+00 41+00 � FLAGGED EDGE OF STREAM BENCHMARKS: FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 ASBUILT STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 NO. REVISION O Boa E. Dq � of W A Sy S � o cn z ,p 4 09 NA L `i- 11-19-21 • rr- o i � � N 3 = •� O ul) Ala W � tm C N O M C a00N M : Q 1_ M O N u) m V Or Y SURVEYED: TSL DESIGNED: DSC DRAWN: DSC EN 1 1 /19/21 DID CHECKED: DD BY DATE AP P R APPROVED: DID SCALE: 1 "=10' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM VR CITY OF RENTON Planning/Building/Public Works Dept. ASBUILT DETENTION POND PLAN AND SECTIONS DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 Q � 0- 00 � r 00 = Z DATE: 9/2021 C/) m FIELDS/K PAGE: DRAWING NO: . W J Q U SHEEP: C7 OF: 18 a om J C) 0 U In n 1 N O N E Q) 0 :s 0 't 00 00 s7 CU 00 U O O O r` L.0 j z Lu SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL FIE INCORPORATIED LN THE DRAINAGE PLAN SET. ALL THE NOTES GN THE IUSTI+'IAY NOT PERTAIN TO EVER' PROJECT THE APPLICANT OR OWNER, HERESY REFERRED TO AS APPLICANT. MAY STRIKE OUT IRRELEVANT NOTES IF NOTAPPLICABLE TO THE PROJECT. HOVdEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES, 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLIC,4NT'S CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3 ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDNI), RENTON MUNICIPAL CODE (RMC), ANO THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMEfRICAN PUBLIC WORKS ASSOCIATION (APWA). JT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FRW THE ABOVE REQUIREMENTS FOUND IN THE FLANS. ALL CORRECTLONS SHALL BE AT NO ADDITIONAL COST TO THE CITY 4. APPROVAL OF THE ROAD, GRADING. PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER. sEWER, GAS, ELECTRICAL ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING wALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WAT1=R ORAINAGE SYSYEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS- ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY 0ORITTEN APPROVAL FROM THE CITY. 5 A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS B THE LOCATMS OF ALL EXISTING UTILlrF9 SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTJLFTY LOCATIONS SHOWN. AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES M07 SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE ASBUILT ORAWINOS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES 70 THE APPROVED PLANS THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAVD B8 AND HORIZONTAL.DATUM SHALL BE NAD 83 TWA STATE PLANE. NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8 ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 9S 1 MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSOOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY 9 OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CRY AND NOTED ON THESE APPROVED PLANS -ANY OPEN CUT SHALT BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS- 10. ALL PLPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION WHERE SHOWN ON THE PLANS OR WHERE NRECTFO BY THE CITY- THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CON=UCTIOM'I ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY 12. ALL PIPE AND APPURTENANCES SHALL BE LAID DN A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELLING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERFAE, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING hMATE RIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, LFNYIELDING BASE. ALLPIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CLTY STANDARD PLAN 2213.01), 220.10, AND 220-20. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2- OR 5INSIDE AND OUTSIDE 14. ALL ORAJNAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE PFFTE➢ WITH DUCTILE IRON, BOLT-LOMNG UOS PER THE CITY STANDARD PLAN 244.10, 2G4.29, 204.30, AND 204.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND. SOLID LIDS WHFN NOT COLLECTING RUNOFF. AND OUTSIDE OF THE ROADWAY. • ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF. AND LOCATED WITHIN THE ROADWAY. BUT OUTSIDE OF THE CURWGUTTER LINE. • ROUND. SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY, PRIVATE STRUCTURE LIPS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SiiALL NOT DISPLAY THE CITY LOGO. 15- BUILDINGS AND OTHER STRUCTURES ST-IALL BE PLACED IN ACCORDANCE WITH TABLE 4 1 EASEM)=N7 WIDTHS ANO BUILDING SETBACKS LINES OF THE RENTON SVVDM 18, IJDS OF MANHOLESICATCH MASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE+CATCH BASIN RIME SHALL BE ADJUSTED TO BE FLUSH WKTH FINAL FINISHED GRADES. UNLESS OTHERWISE SHOWN 17- ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH 70 PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE ORIVEWAY TO THE BOTTOM OF THE DITCH. UNLES5 VINE RW I5E NOTED, PRAwING IS NOt TO SCALE IN I'.; STD, PLAN - 267.DO PUBLIC WORKS SURFACE WATER STANDARD PLAN PPR D: GAS 9/28/2018 { tiURDEPARTMENT NOTES (l OF 2) rumr woi. ani.,en,nc, DATE SURFACE WATER STANDARD PLAN NOTES; THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE UST MAY NOT PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT. MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 1s. ROCK FOR I5ROSIDN PROTECTION OF ROADSIDE DITCHES, wrkERE RECULRED. SHALL BE OF SOUND OUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (S) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS . 4.8 INCH ROCK 14C • 70% PASSING; • 2 -4 INCH ROCK I W 40% PASSING; AND • LESS THAN 2 INCH ROCK 1 1 D - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. T14E END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKE D'STORM' SMALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 22T.DD. 11. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SWILL BE PROVIDED 70THE CITY PRIOR TO CONSTRUCTION. 22- ALL NEWLY -INSTALLED AND NEWLY- REHABILITATED (PUBLIC AN PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCARDTNG TO THE CITY $TANPARU PLAN 2W.P4. CCTV INSPECTIONS ANO REPORTS SHALL 13E SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECTCURBS, GUTTERS ANWOR PAVEMENT. _s. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WiTH SECTION 1-u4-3(1) OF THE WSDOT STANDARD SPECIFICATION_ AND IN THE PRESENCE QX A REPRESENTATIVE= CIF THIS CITY. STORM GRAIN STUBS SHALL RE VESTED FOR ACCEPTANCE AT THB SAME LIME YHP MAIN STak1,M IS TESTED. .:a FOR ALL DISTURBED PERVK)US AREAS ICOMPACTED. GRADED. LANDSCAPED, ETC.k CIF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL Oft AMEND THE SOIL WITH COMPOST IN AOCORDANCE WITH STANDARD PLAN 264.90. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CFTY ODES NOT RELIEVE THE APPLICANTOF THE CONTINUING LEGAL OBLIGATION AND10R LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE C. T DOES NOT ACCEPT ANY OBlJGATIORR FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS, SAFETY ❑EVIC€S, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OI THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMJWCE OF WORK SHALL BE PROVIDEO. ANY WORK WITHIN THE TRAVELED RIGHT DF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE[] BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-19 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27 PROJECTS LOCATED WITHIN THE CfWS AQUIFER PROTECTION AREA IAPA) SHALL COMPLY WTTH SPECIAL REQUIREMENT * OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS IRMC 4,3.OW. 29. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASINIMANHOLE LIDS, CL£ANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES. BIKE LANES, SIDEWALK($, AMID CROSSWALKS $HALL BE AVOIDED WHENEVER POSSIBLE- ANY SURFACE APPURTENANCE PLACED LN A SOELNALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NC4 -SKIO LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4,9-1A2 OF THE RENTON S+NOM. :S1 CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST ID MINUTES. COMPL1LA14CE WITH THIS MINIMUM BATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT JS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,UD6 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C17D1 SHALL BE CONDUCTED. FOR LAR47E AREAS IE-G., PARKING ARILS I. TESTING CIB5ERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST, PERMEABLE PAVERS SHALL BE TESTER USING ASTM G776T. UNLESS driIEFEWISE NCM. PRAWANG JS NDFTP SCALE INTS4 PUBLIC WORKS SURFACE WATER STANDARD PLAN PPR STD. PLAN - 267.10 URI DEPARTMENT NOTES (Z OF 2) GAZ 9/28/2018 1 Nuor It., WM4, Aammixraiiii DATE ASBUILT ROAD DRAINAGE NOTES AND DETAILS OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E", W.M. CITY OF RENTON, KING COUNTY, WASHINGTON TRENCH WIDTH. SEE NOTE 3 PEPS ZONE BEDDING AND T BACKFILL, SEE NOTE 4 } 8" FOUNDATION LEVEL FOUNDATION MATERIAL, 1 IF REQUIRED, SEE NOTE 51 1Y CIRCULAR PIPE 14101 TRENCH WIDTH, SEE NOTE 3 PIPE ZONE BEDDING AND SPAN 6' BACKFILL, SEE NOTE 4 RISE FDUNDATIDN LEVEL RIGID PIPE NOTES: 1. PIPE COMPACTION LIMITS SHOWN ON THIS PLAN ARE FOR PIPE CONSTRUCTION IN AN EMBANKMENT FOR PIPE CONSTRUCTION IN A TRENCH, THE HORIZONTAL LIMITS OF THE PIPE COMPACTION ZONE SHALL BE THE WALLS OF THE TRENCH- 2. O.D. IS EQUAL TO THE OUTSIDE DIAMETER OF A PIPE OR THE OUTSIDE SPAN OF PIPE-ARCH- 3. SEE STANDARD WSOOTIAPWA SPECIFICATIONS SECTION 2-09.4 FOR TRENCH WIDTH. 4. PIPE ZONE BEDDING A14D BACKFILL MATERIAL SHALL BE PLACED IN 6" LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY. 5 EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSIDOTIAPWA SPECIFICATIONSSECT40N 903.17. GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 8.03.12(3)} f / n OR MAINTENANCE ROCK (WSDOT9.03,9(4)) FOUNDATION MATERIAL, L 6„ IF REQUIRED, SEE NOTE 5 MINIMUM ALLOWED IN ZCNE 1 PIPE TYPE COVER IFTT POBL[G7 PRIVATE? OF THE APA7 CORRUGATED 2.0 YES YES YES STEEL PIPE SPIRAL RIB STEEL 2.9 YES YES YES PIPE PLAIN CONCRETE PIPE IPCP} 20 NO VE5 NO REINFORCED CONCRETEPIPE 1-0 YES YES NO (RCP) CORRUGATE D OR SPIRAL RIB 2.0 YES YES NO ALUMINUM PIPE DUCTILE IRON PIPE 1 1.0 YES I YES I YES CftCULAR PIPE DIAMETER MINIMUM DISTANCEc BETWEEN BARRELS 12-TO 24" 12' 3a"TOSS' DIAPAFT RIS 142' TO 1ED" 49' PIPE -ARCH SPAN MINIMUM DISTANCE BETWEEN BARRELS 12'TO 3E' 12" 4Y To 142' SPAN 13 148, TO T65' 48' UNLESS OTHERWISE NGTEP, DRAWING 15 NOT TOSCALE (NIS) STD. PLAN - 220.01D • PUBLIC WORKS PIPE ZONE BEDDING AND APPR ED: DEPARTMENT COMPACTION - RIGID] PIPE GAZ 9/28/2018 1 NUIV A--r- OATS SOILS REPORT NOTES: 1. THE FOLLOWING SOILS REPORT FOR THE SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: SOILS REPORT: GEOTECHNICAL ENGINEERING STUDY BY EARTH SOLUTIONS NW LLC PROJECT NUMBER: ES-4208 DATE: MOTH DAY, DECEMBER 23, 2015 GEOTECHNICAL ADDENDUM BY EARTH SOLUTIONS NW LLC PROJECT NUMBER: ES-4208.01 DATE: MONTH DAY, FEBRUARY 13, 2017 RESPONSE TO REVIEW COMMENTS BY EARTH SOLUTIONS NW LLC PROJECT NUMBER: ES-4208.01 DATE: MONTH DAY, FEBRUARY 21, 2018 PREPARED BY: EARTH SOLUTIONS NW, LLC 1805 136TH PLACE NE, SUITE 201 BELLEVUE, WA 98005 (425) 449-4704 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. BENCHMARKS: FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 ASBUILT STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 NO. REVISION I SEE STANDARD PLANS 110, 110-1. 110.2. AND I I I FOR PAVEMENT RESTORATION REQUIREMENTS SURFACE RESTORATION AS � SPECIFIED IN CONTRACT DOCUMENTS 12" MIN EXISTING PAVEMENT SURFA.C£ O W MIN., SEE NOTE 4 O NEAT LINE TRENCH , 'GRLISWED SURFACING TOP COURSE'PER WSPOT STD. SPEC 9-DB.9131, CAMPACTED TO 95% OF MAXIMUM DENSITY 'CRUSHED SURFACING TOP COURSE' PER WSDOT STD. SPEC 9-D3.9{31, "BANK RUN GRAVEL FOR TRENGH BACKFILL" PER WSDOT STD. SPEC OR"GRAVEL BORROW PER WSOOT STD. SPEC S•03.14(l). COMPACTED TO 95'%, OF MAXIMUM DENSITY BENCH AS NEEDED FOR SHORING SYSTEM WHEN DEPTH IS 4.OR GREATER / J //� PIPE ZONE BEDDING AND BACKFILL i PER STD. PLANS 220.00 AND 220.10 � SEE NOTE I UNPAVED AREAS I PAVED AREAS I NOTES: 1 SEE WSDOTIAPWAS7A4DAR0 SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH 2. EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARO DESCRiBE0 IN CHAPTER 295-155 PART N OF THE WAC- 3. MAXIMUM BACKFILL DEPTH A130VI" PIPE SHALL NOT BE EXCEEDED, AS DETERMINED BY PIPE MANUFACTURER. 4. IN PAVED AREAS, IF PEP£ HAS LESS THAN 3' OF COVER, USE "CRUSHED SURFACING TDP LOUR$£" FOR THE ENTIRE BACKFILL DEPTH AROVE PIPE ZONE. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS GTHESWISE NOTED, DRAWING 15 NOTTiD SCALP (W5) STD. PLAN - 22a.20 URIPUBLIC WORKS TYPICAL TRENCH AND BACKFILL (PPRUVEP: 9/28/2019 11 DEPARTMENT GAZ DATE 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR DETERMINATION. 4. A REPRESENTATIVE OF THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO HIS/HER SATISFACTION. 5. THE SOILS ENGINEER SHOULD BE NOTIFIED AT LEAST FIVE (5) WORKING DAYS PRIOR TO ANY SITE CLEARING OR GRADING. 6. SOILS PLACED IN STRUCTURAL AREAS SHOULD BE PLACED IN LOOSE LIFTS OF 12 INCHES OR LESS AND COMPACTED TO A RELATIVE COMPACTION OF 90 PERCENT, BASED ON THE LABORATORY MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D-1557). FOR SOIL PLACED IN UTILITY TRENCHES UNDERLYING STRUCTURAL AREAS, COMPACTION REQUIREMENTS ARE DICTATED BY THE LOCAL CITY, COUNTY, OR UTILITY DISTRICT, AND IN GENERAL ARE SPECIFIED AS 95 PERCENT RELATIVE COMPACTION. STRUCTURAL FILL PLACED WITHIN THE UPPER 12 INCHES OF SLAB -ON -GRADE AND PAVEMENT SUBGRADE AREAS SHOULD BE COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 95 PERCENT. SURVEYED: TSL DESIGNED: DSC DRAWN: DSC EN 1 1 /19/21 DD CHECKED: DD BY DATE APPR APPROVED: DID SCALE: 20' *MINIMUM ROADWAY CROSS SECTION NOTE: 4" MIN HMA OVER 6" MIN CRUSHED ROCK TYPE 'A' TYPE _e' V 0 45' CHAMFER ALL AROUNQ TOP FAINT TOP 5" WHITE ALL AROUND PRESSURE TREATED I//// REFLECTIVE MARKER (TYPICAL BOTH SIDES) 7-1/2 x 7-1/2" CEDAR POST 1 1" DEEP NOTCH ALL AROUND (2)#4 HORIZ, TOP & BOTTOM & (2),#4 VERTICAL (PER SILOE) I " 1/2" 0 45' CHAMFER ALL EDGES 1/4" CHAMFER SLOPE CONCRETE FOR DRAINAGE 2"x3/8" JOINT MATERIAL A5PHA r !CONCRETE SIDEWALK = CRUSHED SURFACING 10 - r-1 Err 12,r m CRUSHED SURFACING NOTE_ 2" MINIMUM CLEARANCE GET-WEEN REBAR & CONCRETE SURFACE. FIXED WOODEN BOLLARD ti A1DOPTED 4%JL� CITY OF REM70N iw6�► • •`�°���� srnwuAxu g>UAras LST DATE:04/04, NAMF• H()91i CP PAT:F HIF17.7 LL4" COMPACTED DEPTH HMA CLASS B ASPHALT 1 1/2" COMPACTED DEPTH TOP COURSE -4 1/2" BASE COURSE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS TRACT A 20' PRIVATE ACCESS TRACT (P.A.T.) NOT TO SCALE VERTICAL: NAVD 1988 N/A HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON V'R Planning/Building/Public Works Dept. E. Dq � of W A Sy S � O V7 Z ,p 4 09 NA L ENG 1 1-19-21 E o • vi = � � N 3 .� 0 ul) W � C N � M V: i 000N � 0- 01N r4 .m IA Ln i c m O Ln 4S N c N Ln m V °0yNt R-409735 L==j IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT ROAD DRAINAGE NOTES AND DETAILS DALPAY SHORT PLAT DALPAY PROPERTIES, LLC, 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 Q J 0- 00 �dp'�- 00 � r O 0 = Z DATE: 1 1 /19/2021 V) m FIELDBOOK: PAGE: DRAWING NO: uj SHEET: c8 OF: �^ Q ASBUILT ROAD DRAINAGE NOTES AND DETAILS 0 I 0 1 0 W V U I I I I w N X 0 0 (D ry 0 z LJ C7 V (/) N 0 N ai E N a 0 3 0 I 00 00 O 00 Do / (D CD CD W/ Z 40> FRAME AND VANED GRATE g 5- ONE #3 BAR HOOP FOR Ir HEIGHT INCREMENT (SPACED EQUALLY). SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION S�6 E� 't +tl3 BAR EACH CORNER N3 BAR EACH SIDE 7✓• #3 BAR EACH WAY s PI'tEC %ST BASE SECTION #3 BAR HDDP 43BAR EACH CORNER 1W MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN CONCRETE 12- ALL METAL PIPE 15" CRSSP'. 12, STD. SPEC. 9.0520 SOLID WALL PVC, STD- SPEC- S-05-12111 15, PROFILE WALL PVC, STD. SPEC. B-06.1212j 76' [:C�.RRUGATED POLYETHYJ ENE STORM P[P'£ N OTES: 1 AS ACCEPTABLE ALTERMATIVESTDTHE RERARSHOWN IN THE PRECAST BASE SECTION- FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION B 1)5-50PA OR WIRE MESH HAVING A MINIMUM AREA OF R.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SJiA.LL NDT BE PLACEQ EN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR,560"N 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 2P- KNOCKOUTS SHALL HAVE A WALL THICKNESS OF2-MFNIMUMTO2.5' MAXIMUM. PROVIDE A 1-5- MINIMUM GAP BETWEEN THE KNCCKOUT WALL ANO THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECJFICAT10N 9 6 3. 3. THE MAxrMUM DEPTm ftACM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL HE 5FEET. 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5- THIS PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAYBE SLOPED AT A RATE OF 1 H:24V OR STEEPER. S- 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 NDWSHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-24.3(2). B. ALL GRADE RINGS AND CASTINGS 84ALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, ANp F RAMEs. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SH14LL BE ADJUSTED TO PAVEMENT GkAQE BY TAPPING UN7rL FRAME 18 FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH A74D REMAIN VISIBLE UPON COMPLETION. UNLESS Ot"r Fft15E NOTty, DRAWING 15 Hot 105CALE (NT5} STD. PLAN - 200.DO APPR F0 DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 Pulci wuih AAn,nmwlm DAT I CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION FWD SECTIONS MA)0 MORTAR (TYP.j, SEE NOTE 5 4` MIN. 26" MAX, IV MAX. FLAT SLAB TOP 48'. 5a'. 61r. 72'. ff;- 98'. 12V OR 14A" SEE NOTE 5, TYP. is' MAX. FOR MAINTENANCE STEPS OR ' LADDER -.dL- 12' (fYP.} l • 1' MIN. 24 RING b" " MIN 2.5' MAX REINFORCING STEEL-, (fYP.f i _ 12' + 12" MAk, GRAVEL BACKFILL FOR PIPE ZONE 12- BEDDING PER WSDOT STD. _ SPECIFICATION SECTION 9.03.1203 6' 6' $EPARATEBASE INTFGRALBASE PRECAST ECAST WITH RISER NOTES: 1. NO STEPS ARE REOUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. THE RECTANQULAR FRAME AND GRATE MUST RE INSTALLED WITH THE PiANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT sEcrloN. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF T MINIMUM TO2.5" MAXIMUM. PROVIDE A 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE P1PE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9144,3. 5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BESET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9441. 6, WHEN CONNECTING TO A HEW PIPE, LFSE A FLEXIBLE CONNECTOR IKQR-NSEAL BOUT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTrNG TO AN EXISTING PIPE, I-FSE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PPE. 7. MORTAR SHALL BE Mi%EU AND APPLIED PER MANUFACTURE ITS DI RECTIONS, B. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITIiA STRAIGHT EDGE OF SUFFICIENT LENGTH 9. ALL MORTAR JOINTS SHALL TIE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN- BASE THICKNESS MAXIMUM K14OCKOUTSLZE MINIMUM DLSTANCE BETWEEN KNOCKOUTS 4a• 4- 6" M. a" 54' 4.5' 60' 51 B. 48" 8" 7Z' 6- 8` 80- 12" 84' F 12' 72, 12, ST B" 12" 84" 12' 120" My IT N. 12' 144" 12" V. 10S" 12" PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPS5P SOLID WALL PVC PROFILE WALL PVC 46" 24' 31' 24- 30' 30- 54" 34" 35 30' 3V 36, W. 3G" 42' 317 42' 42" 72' 42' 34- 42' 48" 40" B4" 54" 611' S4- Q. 48, 96" 60' 72' 60- -06- 48" 121Y 66" 84" 60' 48" 48" 144' 76" 95" 60' 48" M. 'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. @-05 291 =STD. SPEC. 9-05. 42(11 'STD. SPEC. 9-05-IA21 UC4455 01HF.FLWl5E NOTTO, DRAWING 15 NUT 10 SEALS INN STD, PLAN - 201,00 „ PUBLIC WORKS DEPARTMENT CATCH BASIN TYPE 2 [7GAZ 3J28/Z018 r��o-� wwti admn,x�n��� R'c.YS OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON FRAME AND VANED GRATE CLEAN SURFACE AND BOTTOM AREA, PROVIDE UNIFORM CONTACT. THE SURFACE AREA {7F THE SASE SECTION MUST BE MORTARED TO THE BOTTOM AREA OF THE SEE NOTE 4 ADJUSTMENT SECTION ADJUSTMENT SECTION I � I � � I � r BASE SECTION NOTES: 1, THE COVER OR GRATING OF A CATCH BASIN SHALL HOT BE ADJUSTED TO FINALGRADE UNTIL THE FJNAL ELEVATION OF THE PAVEMENT, GUTTER. DITCH, OR SIDEWALK IN WHICH IT FS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO MORTAR IN PLACE IN ACCORDANCE WITH WSDOTIAPWA STANDARD SPECIFICATION 7-05-3- 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRAPE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TG PLACEMENT. 4, ONLY BY APPROVAL OF THE CITY, T14E USE DF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND DR x BOND 5, BASE SECTION SHALL BE SEALED TO THE HCTTGM AREA OF THE ADJUSTMENT SECTION WITH MORTAR- 4. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOTlAPWA STANDARD SPECIFICATION 9104.3. T PICK I LIFTING HOLES ARE TO BE GROUTED WATER TIGHT USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20,3(2} $ MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS 9. FRAME SHALL BE ADJUSTED TO PAVEMEIyT GRADE BY TAPPING. UNTIL FRAME i5 FLUSH WITH PAVEMENT AS DETERMINED WITH A 5TRAICiHT EDGE OF SUFFICIENT LENGTH. W. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION UNLM.QllHLRWIA?4M0, DRAWING 15 NOT TO SCALE LN21 STD. PLAN - 202.00 PUBLIC WORKS RD CATCH BASIN INSTALLATION DEPARTMENT GAZ 9/2812018 1_ ruelr wvn oemnixi.io, DATE PLAN VIEW CB#3 TYPE II-48" 1•-2 1'=2' 1 ASBUILT NO. REVISION n 25174, 29 1IA' BOLT.DOVJW HOLE (TYP.) - 5I8', 11 NC, SEE DETAIL AND NOTE 2 TOP RECESSED ALLEN HEAD CAP SCREW 5I6"-11 NC x2" GRATE F R1V1.1E SECTION (SILT DOWN ULTAIL SEE NOTE 2 24 VV SIECT60M A SEErAIL ISOMETRIC VIEW DlE X TIA' LIB' 1/ �314. �1 1 V4" NOTES: THIS FRAME JS DESIGNED TC ACCOMMODATE 20'-24` GRATES OR COVERS, I 4 Fr2` f SEE STANDARD PLANS 204.19. 204,20. 2D4,30. AND 204.0. Z BOLT -DOWN CAPABILITY IS REOUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE I L 15 FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACC EPT THE WS`A I NC x T ALLEN HEAD CAP SCREW BY 3r4- ,l BEING TAPPED, OR OTHER APPROVED MECHAH ISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER 2 112" 3. REFER TO STANDARD SPECIFICATION 9-05. 15121 FOR ADDITIONAL DETAIL REQUIREMENTS, �. � f LINLE35 Ct"ERWI3E NOTTp, DRAWING 15 NOT 10 SCALE (NT41 STD. PLAN - 204.00 >~ PUBLIC WORKS ° Rl DEPARTMENT RECTANGULAR FRAME GAZ 9/28/2018 J runx w�inaaxnxurxmr DATE LIFT HANDLE FRAME AND LADDER OR STEPS 8" SHEAR GATE AND PULL ROD SEE DETAIL ON THIS SHEET 8" INLET FROM CB 4 406.29 I E=49C-94 #8 NON GALV. CORRISIVE RESISTANT MATERIAL I I 12" �z -I 12i N STANDARD LOCKING LID WITH LOCKING BOLTS. RIM=444-94 411.39 z 8" ALUMINUM RISER OPEN END OVER FLOW EL=497-94 407.29 a a o e o CB#3 TYPE II-48" OIL/WATER SEPARATOR SURVEYED: TSL DESIGNED: DSC DRAWN: DSC EN 1/19/21 DID CHECKED: DD BY DATE APPR APPROVED: DD 1'=2' SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 8" OUTLET TO POND 1 E 446.96 406.29 4 1/2" CLR. 3" X 0.90 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL (I OPEN END J -in FLUWI � PIT C ' OUTSALL To srRF ilF i DUMP No POL.LurAlRs BOLT -DOWN SLOT SEE. DETAJL AND "Ih: OTE 1 TOP 3W RECESSED LETTERING IsaMIETIITC 24' 7R 8 EQUAL SPACES DIRECTION OF FLOW 4_ 1 &W MAX. -T NOTES: 1. BOLT -DOWN CAPABJLfTY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO BOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS, THE FRAME SHALL ACCEPT THE 5A8'-11 NC x 2' ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOQ ATIGN OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-A5.15(2} FOR ADDITIONAL REGIULREMENTS. 3. FOR FRAME DETAILS, SEE STANDARD PLAN 204.01P. 1I2' 1 fi 1 ii4" �I Sf&" �I BOLT-I]OWN SLOT DETAIL SEE NOTE 1 SECTION B UNLE55 01-MRWISE NOTED. DRAWING IS NDT 19 SCALE INTS} STET. PLAN - 204.20 � . + PUBLIC WORKS RECTANGULAR VANED GRATE PR U'1 DEPARTMENT GAZ 9/28/2018 I rur:x wars aamniuiaior DATA. Cl TY OF [;%Rl RENTON Planning/Building/Public Works Dept. 1Lei WA V E O � C T` N • i vi N. if O uj N In i Q 00 N C dl Q N � LLo 16.. Ln a-' N c co O U N �4 r Y R-409736 `J IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT ROAD DRAINAGE NOTES AND DETAILS DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 Q J 0-00 00 � r TO 70 DATE: 1 1 /19/2021 FIELDBOOK: PAGE: DRAWING NO: W J SHEEP: c^ OF: 18 Q CD r U N O U In n 00 CD 2 00 00 U O O O z J � DO NOT USE CITY OF RENTON LOGO SINCE ALL STORM IS PRIVATE. RENTO DRAIN ASBUILT ROAD DRAINAGE NOTES AND DETAILS OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON NOTES: I. YARD DRANNS TO BE CONSTRUCTED FROM HIGH DENSITY POLYETHVLENE (HOPE) N-12 P112E IN ACCORDANCE WFTH ASTIR C 114, 2, CUTOUT +LOLL S#ZE IS EQUAL TO OLFILEI PIM OUTSIDE OPOA€TER PLUS VARR DRAIN Y11A1-L T14MKNFS9, 3- CONNECTION TO OUTLET PIPE TO BE MORTARED AND MADE FLUSH WITH iNSEOE OF T"E YARD ORAIN WALL. 4. CAST IRON BELL CRATE. FITS INTO BELL RECESS AND E)UENPS RUSHWITH FACE Of W I THE CRATE SHALL RAVE SLOTS (HOLES) FHAT CONSTITLFTE 50 YFRCFNT 12PEN AREA FOR rA4AINAGF. IN'LET BELL SURFACE SHALL BE FINISHED TO ASSURE NON-Ror-KING FIT VKM ANY CO%ER PQ5IT*N_ 5. WASAFD DRAIN ROCK. 6 INMirS MINWUM MF'T". IS. VARIES 12 INC$AES OR Ill INCHES 7. SPECIAL CAST YARD DRAIN MAY 1JL KLUUIRECJ FOR MIiLI�PLE PIP€ CONNECTIONS. B. CLEAN GUTS ►IRE REOUIREV rOR DEPTIIS OVER 42 INCHES. SEE TEXT SECTKIIN 5-05, V2' LETTERING BOLT HOLES - 3 PLACES EQUALLY SPACED 120' APART ON 23 7115' DIA_ B.C. (1) 7' DIA. PICKHOLE PLAN VIEW �71ra'LETrERING 25' D VA. 314" 2 Mr2- 8 ITYP_Ip-) _ k �1 COMER SECTION) VIEW 28 1{2" DIA 25 114' DIA 1f4' D1A. NEOPRENE GASKET }1118" - �— 23 3!8" DIA. CL OPEN 2Y MM 6" ENA. 34 IMr DIA. FRAME SECTION VIEW PLAN VIEW YARD DRNN STREET CATCH DMIN YP� Z CURB R ANTFR STTMP IN , ELEVATION VIEW R/w — — R/w LuT LINES YAPM ID"I"I WITH STUB OLT MI? PCOE ANIO POOTING DETAIN jll SUiID UlSC CUYER CONNEC-nON5 (Tw) TYPICAL LOT PLACEMENT SNOHOMISH COUNTY PUBLIC WORKS ARtaRovED srr 5-030 YARD DRAIN CONNECTIONS � � COUNTY RI]�d ENGINEER f7ATE COVER BOTTOM VIEW IS} BLT SOC. (ALIEN HEAD} W8,A1 x T.5 SS RUBBER WASHER EON BOLTING DETAIL i14' � 1 1r1ti" 71&" RIAr GASKET GROOVE DETAIL NOTES: i. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3T17C1 OR APPROVED EQUAL. UNLES5 OTHi RWISI NOR 0, DRAWING IS NOT TO SCAU LNT5i Ds STD. PLAN - 2D4.50 PP VF ' ff=IR PUBLIC WORKS DEPARTMENTSTORM ROUND FRAME AND COVER /Z8I2Q18 I RA7i New, wwM wmnl.,..�w 1 ASBUILT NO. REVISION LOT LINE. TYP- E" DIA MIN. ROOF pRAlk 5 MIN. STUD WITH CLEANCUT(TYP.) ITYP.) a4OUSE ITYP.y I I r T MIN. PRIVATE JOINT SD UTILITY EASEMENT CURB, SrOEWALK 5`MIN WIDTH Vv R_O.W. LINE — PRIVATE TYPE I CATCH BASIN — PRWATE ROOF IJRAIN COLLECTOR PIPE; 6' DIA MIN., 0.5%MIN SLOPE, 2FTMIN COVER I � I I • i i SD so ti CFTYSTORM DRAIN (SD)SYSTEM PRIVATE STORM DRAIN ISM SYSTEM, 111 B" MIN. DIA. PrF E_ SEE NOTE 1 ROOF DRAIN TO CONNECT INTO CITY CATCH BASIN (CB). MiN. SIZE TYPE i CLEANOUT, TYP AT EVERY 9T. OR 2ND 45' BEND, AN13 AT 1 GX MAX. SPACING ON STRAIGHT SECTIQNS I. SEE STD. PLANS 220.00 AND 220.10 FOR PIPE MATERIAL5 AND MINIMUM COVER REQUIREMENTS. 2. THE ROOF AND FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED. 3. FLOw PATTERN SHOULD BE TO THE NEAREST CB LF GRADE ALLOWS, OR TO THE NEXT DOWNSTREAM CB. 4. ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY, SIZED FOR 25-YEAR PEAK FLOW_ 5. PVC PIPE MUST BE SDR 35OR THICKER AND MEET THE REQLJLREMEN78 OF MTM D3034 B. PVC PJPE USED IN PRIVATELY MAINTAINED DRAINAGE SYSTEMS MUST BE WHITE IN COLOR. 7. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLE55 OTWRW ISE NC Mt p, 13RAwrNG IS NOT 70 SCAL a (N T :i STE). PLAN - 225,00 • PUBLIC WORKS TYPICAL PRIVATE STORM DRAIN PPR ° DEPARTMENT COLLECTION SYSTEM OAZ 9/28/2018 11 �.. w..,. ad,,.......k. 71ATI SURVEYED: TSL DESIGNED: DSC DRAWN: DSC EN 1 1 /19/21NAPPR CHECKED: DD BY DATE APPROVED: DD SCALE: VERTICAL: NAVD 1988 N/A HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY . j.' . L�LEAN4UI, TYP. Yj. A CATCHBASIN-AREADRAIN TEE PROPERTY LINE T L] I n T s r-. =rr F_ 5M CN. — SLaCTFGN A A ALIGN PIPE TOPS, OR - PLACE ROOF DRAIN HIGHER CLEAN -OUT WITH PERMANENT CAP 345IN - AREA DRAIN PLACE CLEANOLIT AT 300' MAX. SPACE, AT 90' BENDS, _ EACH 2ND 45' BEND, SECTION B B PIPE ENDS NOTE; MIN. PIPE SLZE 6"0 PIPE MATERIALS ALLOWED; PVC, LINED CPE, TRIPLE WALL POLYETHYLENE, DI (IF NEEDED FOR STRENGTH). CAP, AND WfHEF& CLEANOUT IS IN PAVEMENT: IRON RING 8 COVER PER IFCO 447 OR EQUIVALENT 1. 45'$END PERK"ENT OAP OR CONNECT PJvf 45' WYE TEE, CROSS, OR 45` VOYE AT BENDS CLEAR -GUT DETAIL EMPORARY CAP ON END OF ROOF DRAIN STUB. UARKED BY 2"x4' STAKE F'L18I,IG NrORk TYPICAL PRIVATE ROOF DRAIN STD. PLAN — 225.10 r �,• « DEPARTMENT COLLECTION SYSTEM "a CROSS SECTION MARC13 200B ORCITY OF RENTON Planning/Building/Public Works Dept. ODE. W q (Ij �� Z 42D09 S T E�� NA L ENG 1 1-19-21 �.% E • ..ww vI L N 4-1 � W C N N M i Q ON M NQtND, � 1A L Ln r. Ln 4S N W U Y r R-409737 `J IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT ROAD DRAINAGE NOTES AND DETAILS DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 I- Q � 00 T O O _ Z DATE: 1 1 /19/2021 V) In FIELDBOOK: O PAGE: DRAWING NO: uj J Q U SHEET:c1oOF: �^ a om ASBUILT ROAD DRAINAGE NOTES AND DETAILS 0 I 0 0 0 U cn n .z N O N E \ N :s ACCESS RAM P INTO POND - PDNP DESIGN WATER SURFACE TRACT LINES AS REQUIRED 5' SETBACK MIN. �- TOE OF SLOPE ALTERNATE EMERGENCY OUTFLOW STRUCTURE FOR PONDS NOT REQUIRED TO PROVIDE A SPILLWAY CONTROLSTRUCTURE NOTES- IF p 1. THIS DETAIL IS A SCHEMATIC REPRESENTATION ONLY. ACTUAL CONFIGURATION WILL VARY DEPENDING ON SPECIFIC SITE CONSTRAINTS AND APPLICABLE DESIGN CRITERIA 2. SEE STANDARD PLAN 234.74 FOR TYPICAL DETENTION POND GROSS SECTIONS. 3. ACCESS ROAD AND RAMP SHALL MEET REQUIREMENTS IN STANDARD PLAN 234.50. 4, SIDE SLOPES (INTERIOR AND INTERIOR) SHALL HOT BE STEEPER THM THREE (3I FEET HORIZONTAL TO ONE (1) FOOT VERTICAL S, OPEN PONDS SHALL NOT BE LOCATED IN DEDICATED PUBLIC RIGHT-OF•WAY, 8, EXPOSED EARTH ON THE POND BOTTOM AND INTERIOR SIDE SLOPES SHALL M SODDED OR SEEDED WITH AN APPROPRIATE SEF3 MIXTURE PER SECTION 5.1.1.1 OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWOM). ALL REMAINING AREAS OF THE TRACT MUST EITHER BE PLANTED WITH GRASS, OR BE LANDSCAPED IN ACCORDANCE WITH LANDSCAPING REQUIREMENTS INCLUDED IN SECTITIN 5-1.1.1 OF THE RENTON SWUM. 7. LANDSCAPING. TREES, POND GEOMETRY AND FENCING STANDARDS ARE SPECIFIED IN STANDARD PLAN 234.40. B. SEE CON5TRUGTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS UNLESS OTHEAWI5E NOTED. DRAWING 15 NOT TO 5ZALI (NT5I STD. PLAN - 234.00 APaRfIVFO: w PUBLIC WORKS71 DEPARTMENT TYPICAL DETENTION POND GAZ 9/28/2018 P.m� w"rlsannmoru� DATE OUTLET FLAW CONTROL STRUCTURE fr"MIN FREEBOARD PER STD. PLANS 287,0Q-237.20 SEE STD. PLAN 234.40 FOR FENCE REQUIREMENTS 140 YR EMERGENCY OVERFLOW WATER SURFACE (WS) TOP WID6' MITH'NPN BERM. . OVERFLOW W5 r I t2'-15'MIN FOR i ACCESS ROAD S MIN. IJ SIGN WS SETBACK BERM 3 �1 I PROPERTY LINE DEBRIS BARRIER PER 11 9 EMBANKMENT PER I STD. PLAN 223-DD ' EXISTING GROUND I �-Y B- SEOIMENT - - L STORAGE KEY, IF REWIRED SEE NOTE B (TYP.) CROSS SECTION A SCALE:NTS IZY CIRCUMFERENCE LENGTH OF KING FOR 10EPYR FLOW POND DESIGN WEOVERFLOW WS - 111111 FRAMEAGRATE FOR SECONDARY INLET, PROVIDE VERTICAL BARS IN FRAME AT 4" G.C. BOTHER SYSTEMS ACCEPTABLE IF APPROVED BY THE CITY;. SEE ALSO THE SEPARATEGVERFLDW STRUCTURE SECTION A CROSS SECTION B HAS 2OPTIONS VARIES, SEE NOTE 7 �•{ 4' ASPHALT (FOR SPILLWAYS ON ACCESS ROADS) 6' MIN FREEBOARD ln8-YR EMERGE1CY EXISTING GROUND OVERFLOW WE ,I 3 ❑ b DESIGN WS OVERFLOW WS CROSS SECTION 1 ROC KLINING g MAX STONE SIZE - 12' SCALE: NTS 34. MEDIAN STONE 512E - S" MIN STONE SIZE-4" EMERGENCY OVERFLOW SPILLWAY EMERGENCY OVERFLOW WS 4 OVERFLOW WS p OV- DESIGN MQ '1 ROCK LINING PER PER CROSS SECTION 5 COMPACTED EMBANKMENT. . r] CROSS swriom c NOTES: SCALE: NTS 34 1, THIS DETAIL IS A SCHEMATIC REPRESENTATION ONLY. ACTUAL CONFIGURATION WILL VARY DEPENDING ON SPECIFIC SITE CONSTRAINTS AND APPLICABLE DESIGN CRITERIA. 2. ACCESS ROAD AND RAMP SHALL MEET REQUIREMENTS IN STANDARD PLAN 2$4 50. 3. SIDE SLOPES (INTERIOR AND EXTERIOR) SHALL NOT BE STEEPER TRAIN THREE (3) FEET HORIZONTAL TO ONE ( I } FOOT VERTICAL 4. OPEN PONDS SHALL NOT BE LOCATED IN DEDICATED PUBLIC RIGHT•OF•WAY, 5. EXPOSED EARTH ON THE POND BOTTOM AND INTERIOR SIDE SLOPES SHALL BE SODDED OR SEEDED WITH AN APPROPRIATE SEED MIXTURE PER SECTION 5.1.1.1 OF THE CITY GP RENtoN SLIRFACF *ATM 511NbN MANUAL (REWGN SWDM). ALL REMAINING ALYEAS GP YHE TRACT MUST FITHFh BE PLANTED WITH GRASS, GR 6E LANDSCAPED IN ACCORDANCE WITH LANDSCAPING REOUIR€MENTS INCLUDED IN SECTION 5.1-1.1 OF THE RENTDN SWUM- 5. LANDSCAPING, TREES, POND GEOMETRY AND FENCING STANDARDS ARE SPECIFIED IN STANDARD PLAN 234.4D. T. SEE SECTION 5 1 1.2 OF THE RENTON $WOM TO CALCULATE THE REQUIRED WEIR WIDTH. S. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N�SEA.L BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL) WHEN CONNECTING TO AN EXISTING PIPE. USE A FABRICATED SAND COLLAR OF THE SAME MATERLM AS THE CONNECTING PIPE 9. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS UNLESS OTHERWISE NOTE R DRAWING 15140TTO SCALE (NTSI STD. PLAN - 234.10 PUBLIC OAO DEPARM4ENT TYPICAL DETENTION POND SECTIONS RKS APP[7A 9/28/2018 wic urulunisrrcuar GATE OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SA'DIAMETER SMOOTH BARS EQUALLY SPACED 14"C-C. MAXt ` -- -- _ - ,I i 45• I ! SMOOTH I VERTICAL BARS CATCH BASIN HOOK CLAMP ANCHORED SCR) RISER TO CATCH BASIN RISER I `! C I 15' (TYP,), HOOK CLAMP DETAIL I TEE NOTE 1 9�Kzl 44 HOOK CLAMPS EVENLY PLACED, SEE DETAIL JL � PROVIDE MAINTENANCE ACCESS BY WELDING 4 CROSSBARS TO 4 VERTICAL BARS AS SHOWN. HINGE UPPER ENDS WITH FLANGESABOLTS AND PROVIDE LOCKING MECHANISM WADI,OCKI ON LOWER END LOCATE STEPS DIRECTLY BELOW LOWER STEEL HAND 3A4" ><4" WIDE FORMEDT O F!T IN GROOVE UPPER TEFL HANDOF CATCH BASIN RISER 5 aI4-: a• YIryDE - TYPE 2 CB PL"VIEW 314- DIA SMOOTH ROUND BARS WELDED EQUALLY SPACED, BARS SHALL BE WELDED TO UPPER AND LOWER BANDS (24 BARS EVENLY 2dr, SPACED, SEE NOTE 1) SEE NOTE 1 STANDARD STEPS OR LADDER, SEE NOTE SECTION A MOTES: 1. DIMENSIONS ARE FOR ILLUSTRATION OF SC DIAMETER C6. PM DIFI`ERENT DNidETER C618 ADJUST TO MAINTAIN 451ANGLE OF -VERTICAL' ME AND 7. O-C. MAXIMUM SPACING OF BARS ARDLIND LeWFR STEEL ELAND. 2, METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMENLZ-D STEEL, OR ALUMINUM. ALL OTHER $TEFL PARTS MUST 13E GALVANIZED WITH TREATMENTS 1, 2, OR 5 3, THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET TO ROADWAY CROSS -CULVERTS WITH HIGH POTENTIAL FOR DEBRIS COLLECTION (EXCEPT ON TYPE 2 STREAMS). 4. THIS DEBRIS BARRIER IS FOR USE OUTSIDE OF ROAD RIGHT -SIP -WAY ONLY - UNLESS OTHERWISE NOTED, DRAYAIN.; IS NOT TO SCALE (NTS4 STD. PLAN - 234.20 PUBLIC WORKS APP ED DEPARTMENT OVERFLOW STRUCTURE GAZ y/28I2a1a ruin WwA, atlriwilwami DATE CESS LID D LADDER PLAN VIEW CB#1 TYPE II-48" SCALE: 1 "=2' 1 ASBUILT NO. REVISION Stormwater This pond is in the Care of the private property owners). Pond Runoff Is held here after storms. It is released slowly or stared until the next storm when it Is Puget Sotfrfdo replaced by Incoming flows. This helps prevent Starts Here downstream flooding and erosion and helps �7 f� clean the water. For more Information or to report littering, vandalism or other problems, call the City of Renton, Public Works Department, Renton 0 Maintenance Division at (425) 430-7400. Public Works Department Surface Water Utility Pond Dame and GIS Facility ID Number k SPECIFICATIONS: SIZE: 46 INCHES BY 24 INCHES MATERIAL- 0.125-GAUGE ALUMINUM FACE; HP-70P•O PERM KR M ITEM N623UQM • BEIGE VINYL OR APPROVED EQUAL: COL 6wo • LIViAIM-GRAFFITT CLEAR OVERLA FILM. LETTERING: SILL{ SCREEN ENAMEL WHERE PQSSIKL .OR VINYL LETTERS, COLORS: BEIGE BACKGROUND, TEAL LETTERS. TYPE FACE HELVE71CA CONDENSED, TITLE 31NCH, SUEI•TITLE1 l- INC1{ TEXT I INCH. OUTER BORDER Ij INCH BORDER DISTANCE FROM EDGE: T-INCH; ALL TEXT 1 j- INCH FROM BORDER. POTS: PRESSURE TREATED- BEVELED TOPS. } • INCH HIGHER THAN SIGN INSTALLATION: SECURE TO CHAIN LINK FENCE IF AVAILABLE. OTHERWISE INSTALL TWO 4•X4' POSTS, PRESSURE TREATED, MOUNTED ATOP A GRAVEL BED, INSTALLED IN 36-INCH CONCRETE FI LLE13 POST HOLES WINCH MINIMUM DIAMETER5, WITH TiIE TOP SIGN NO HIGHER THAN 42 INCHES FROM GROUND SURFACE. PLACEMENT: FACE SIGN IN DIRECTION OF PRIMARY V15UAL OR PHYSICAL ACCESS DO NOT BLOCK ANY ACCESS ROAD DO NOT PLACE WITHIN 6 FEET OF STRUCTURAL FACILITIES IE,G, MANHOLES, SPILLWAYS. PIPE INLETS). POND NAME AND GIS FACILITY ID NUMBER: TO BE PROVIDED BY THE CITY DURING THE CONSTRUCTION PLAN APPROVAL POND N"E IS THE NAME OF THE PROJECT ON THE APPROVED CIVIL CONSTRUCTION PLANS. NOTE: IF THE FAChUTY HAS A LINER TO RESTRACT INRL TRA TION OF STORM WATEiR, THE FOLLOWING ND FE MUST 8E AWED TO THE FADE OF THe SiCjV. •rA,'13 FiICA1,ATY rS LrAIEP Ti] PrrO rFCr 4RWNpwarEAr 4Af 1{1rr.• iN AOPArION. THE eAox 4F 7x£ $*id BHA" ANCLUDE ANFOF?MA THIN INMCA TANG w91CH FAC1LrPES ARE LINED THE EXTENT OP THE LJr4ANG, THE LINER MATERIAL 6SED, THE LINER Tt*CA(NLESS ETA CLAY OR )'xL). AND NE TYPE AND DISTANCE CLP YHE MAA?KERABOVE NE LINER (!AA GEOMEM90ANO. PUGET SOUND STARTS HERE LOGO SPEC"TIONS: COLORS. ORANGE (R2Z3- G9B, 832); TEAL SR9. G142, 13179} SPACING: KEEP ALL OTHER LOGOS. GRAPHICS, AND TYPE AT LEAST 1 UNIT AWAY fROM THE LOGO ON ALL SIDES. I UNIT IS THE HEIGHT OF THE SMALL CAP 'A" IN THE LOGO AT ANY GIVEN SIZE, VNLES5 PTHEAWISF RDTFD, PIEAWIRG 15 NOTTC SCAS.F. (NTSI STD. PLAN - 234.35 PUBLIC WORKS PERMANENT PRIVATE SURFACE PPROVID DEPARTMENT WATER CONTROL POND SIGN 9/2$/2018 ! rwi..ttm.�awrn.rcvn GATT #8 NON GALV. CORRISIVE RESISTANT MATERIAL 8" OUTLET TO DISCHARGE 405.69 / SURVEYED: TSL DESIGNED: DSC DRAWN: DSC EN 1 1 /19/21 DD CHECKED: DD BY DATE AP P R APPROVED: DD PROPOSED DEBRIS CAGE PER STD PLAN 234.20 THIS SHEET RIM=499-33 409.23 12" )-J\ i 8" INLET FROM CB 2 z �IE=4&55�- 405.69 N � L CB#1 TYPE II-48 SCALE: 1 "=2' SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 5 SET OWNERSHIP OF $TU_RN'WA_TEFE_TRAIC_T_IN RE_SIDEN IAL PLATS WFTH_ PUBL7G_ STREETS: OWNERSHIP AND MAINTENANCE OF THE STORMWATER TRACT WILL BE THE RESPONSIBIL3TY OF THE PROPERTY OWNERS WITHIN THE SUBDIVISION. THE HQME OWNERS A5$QCIATIONS (HOA) WIkI- BE RESPONSIBLE FOR THE MAINTENANCE OF SAID STORMWATER TRACT EXCLUDING THE DRAINAGE FACILITIES CONTAINED THEREIN. A NOTE THAT ASSIGNS EACH PROPERTY OWNER AS HAVING EQUAL AND UNDIVIDED INTEREST OVER THE MAINTENANCE OF THE STORMWATER TRACT SHALL BE PLACED IN THE FI NAL PLAT. AN OVERLYING EASEMENT UNDER AND UPON SAID DRAINAGE TRACT SHALL BE CONVEYED TO THE CITY OF RENTON FOR T14F PURPOSE OF OPERATING. MAINTALNLNG, IMPROVING, REPLACING AND KEFplNG IN GOOD REPAIR THE DRAINAGE FACILITIES CONTAINED THEREIN- IF NO LAND.SCAPINT3 IS PROPOSED IN THE STORMWNTER TRACT, THEN THE STORMWATER TRACT CAN BE DEDICATED TO THE CITY. ALL OTHER FACILITIES ARE TO BE PRIVATELY OWNED AND MAINTAINED. TRACT BOUNDARY FENCE LOCATION AS REQUIRED. REFER TO NOTES FOR FENCE LOCATION ON DEVELOPMENTS PROPOSING LANDSCAPING WITHIN STORMWATER TRACTS NOTES: 1. THIS DETAIL iS A SCHEMATIC REPRESENTATION ONLY. ACTUAL CONFIGORA71ON WILL VARY DEPENDING ON SPECI FIC SITE CO NSTRAINTS AND APPLICABLE DESIGN CRITERIA- 2. ON STORMWATER FACILITIES TO BE MAINTAINED BY THE CITY, A FENCE SHALL BE PLACED AT THE TOP OF THE BERM WITH THE MAINTENANCE ACCESS RQAC IN THE INSIDE OF THE FENCE: OR 5 FEET MIN. FROM TOP OF.BERM IF THERE I$ NO MAINTENANCE ACCESS ROAD. NO LANDSCAPING IS ALLOWED INSIDE THE FENCE ON'TORMYVATER FACILITIES TO BE PRIVATELY MAINTAINED, THE FENCE MAY BE PLACED ALONG TRACT BOUNDARY UNLESS LANDSCAPING IS REQUIRED WITHIN TRACT TO SCREEN THE POND AND FENCE. 3 LAND5CAPING, SHALL UE PLANTED IN ACCORDANCE WITH THE REQUIREMENTS INCLUDED IN SECTION 5.1.1.1 OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (BWDM), WHICH PRECLUDES LANDSCAPING IN ANY BERMS THAT IMPOUND WATER OR WITHIN 10 FEET OF ANY STRUCTURE. 4- LANDSCAPING IS PROHIBITED IN THE INSIDE SLOPE OF THE POND OR ON ANY BERMS THAT IMPOUND WATER. 5. EXPOSED EARTH IQN THE POND BOTTOM AND INTEREgR SIDE SLOPES S14ALL BE SODDED OR SEEDED WFTH AN APPROPRIATE SEED MIXTURE PER SECTION 5.1.1.1 OF THE RENTON SWDM. RILL REMAINING AREAS OF THE TRACT MUST EITHER BE PLANTED WITH GRASS OR BE LANDSCAPED IN ACCORDANCE WITH LANDSCAPING REQUIREMENTS INCLUDED IN SECTION 5.1.1.1 OF THE RENTON SWUM- 5 ALL TREES AND OTHER PLANTINGS SWILL CONFORM TO THE RENTON SWAM REQUIREMENTS AND RESTRICTIONS REGARDING LOCATION OVER OTHER INFRASTRUCTURE 'UCH AS WATER, SEWER, POWER, ETC. 7 POR FENCES TO BE MAINTAINED BY THE CITY, SEE STD. PLANS 234.61E AND 234.70 FOR DETAILS. B. WOOD FENCES ARE ALLOWED IN 5UBOIVISIONS WHERE THE FENCE AND STORMWATFR FACILFTY WILL 13E MAINTAINER BY HOMEOWNERS ASSOCIATIONS OR ADJACENT LOT OWNERS OR IN PRIVATE COMMERCIAL OR INDUSTRIAL SITES WHERE THE FENCE AND STORMWATER FACILITY WILL BE PRIVATELY MAINTAINED. THE WOOD FENCE SHALL BE PLACED ON PRIVATE PROPERTY. 9. WOOD FENCES ('WHEN ALLOWED BY THE CITY) SHALL HAVE PRESSUR€-TREATED POST (GROUND CONTACT RATED) EITHER SET IN R4-INCH DEEP CONCRETE FOOTINGS OR ATTACHED TO FOOTINGS BY GALVANIZED BRACKETS RAILS AHD FENCE BOAR IDS SHALL BE CEDAR OR PRESSURE -TREATED FIR OR HEMLOCK. IS. 3EP CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS - LANDSCAPING ALLOWED PER SECTION 5-1-1.1 DP THE RENTON SWUM ` SOD OR SEED WITH APPROPRIATE SEED MIXTURE PER SECTION 5,1,1,1 OF THE RENTON SWUM ONLY GRASS ANDIOR SMALL SHR{ISS MAY BE ALLOWED. IF NO LANDSCAPING IS PROPOSED AND FENCE ES LOCATED IN TRACT LINE, THEN ONLY GRASS IS ALLOWED IN THIS SECTItkt. vKUSS OTHERWISE NPtEP. DRAW ING IS Nor T4 SHALT (NISI STD. PLAN - 234.40 URIPUBLIC WORKS LANDSCAPING, THEWS, POND APPROVED; DEPARTMENT GEOMETRY, AND FENCING DETAILS GAZ 9/28/2018 1 Rdlc H1x1r Imiln.n'x. DAT F ORCITY OF RENTON Planning/Building/Public Works Dept. O E. W �j yeti A� O V7 - Z LZD09 �� /STE�� !NA L EN 1 1-19-21 E o • ..ww vI N 4-1 •� O >wT U0 � W C N � M V: i 0000N D d)N i IC Ln 4S N M m O U N °0� Nt R-409738 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT ROAD DRAINAGE NOTES AND DETAILS DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 Q 0- 00 W � r op Z DATE: 1 1 /19/2021 U-) m O FIELDBOOK: PAGE: DRAWING NO: W J Q U SHEET: C11 OF: 18 a om ASBUILT ROAD DRAINAGE NOTES AND DETAILS 0 I 0 0 O 0 (n n CN CD CV E N 3 00 00 Do 00 U 0 CD CD z J � 4" CRUSHEO SURFACING TOP COURSE {CSTCI PER WSDO7 STD. SPEC 9-43.9{ 3 k 17- QUARRY SPALLS PER WSDOT STO. SPEC 9-13.1(5) GRAVEL ROAD OPTION WOVEN GECTFXTILE FABRIC 1=OR SEPARATION PER TABLE 3 FROM WSDQT STD. SPEC 9-332(1) Ii ~ 12' OR 15. SEE NOTE 5.4 ASPHALT ROAD OPTION 4' HOT MIX SPHAL7 (BMA) 6" CRU& ILL) SURFACING WE COURSE {CSBC) PER MOOT STD SPEC 9.03.9(31 NOTES: 1. ACCESS ROADS SHALL BE LOCATED IN THE STORMWATER TRACT OR PUBLIC RIGHT-CF-WAY AND SHALL BE CONNECTED TO AN IMPROVED PUBLIC RIGHT•OF-WAY. 2- MAINTENANCE ACCESS ROAD(S) SHALL BE PROVIDED TO THE CONTROL STRUCTURE AND OTHER DRAINAGE STRUCTURES ASSOCIATED WITH TH£ POND IEG„ INLET, EMERGENCY OVERFLOW, OR BYPASS STRUCTURES). MANHOLE AND CATCH BASIN LIDS MUST M IN OR AT THE EDGE OF THE ACCESS ROAD AND AT LEAST THREE FEET PROM A PROPERTY LINE. RIMS SHALL BE BET AT THE ACCESS ROAD GRAOE. 3. AN ACCESS RAMP IS REOLI IRED FOR REMOVAL OF SEbIMENT WITH A TRAOKHOE AND TRUCK. THE RAMP MUST E%TfN93 74 THE POND BOTTOM IF THE POND BOT om IS GREATER THAN11.500 SQUARE FEET (MEASURED WITHOUT THE RAMP) AND IT MAY END AT AN ELEVATION 4 FEET ABOVE THE POND BOTTOM IF THE POND BOTTOM IS LESS THAN t,500 SQUARE FEET )MEASURED WITHOUT THE RAMP). PROVIDED THE POND SLOPES ARE SH;IV OR FLATTER. 4. THE INTERNAL BERM OF A WETPOND OR COMBINED DETENTION AND WETPOND MAY BE USED FOR ACCESS IF 17 IS NO MORE THAN 4 FEET ABOVE THE FIRST WETPOOL CELL, IF THE FIRST WETPOOL CELL IS LESS THAN 1.500 SQUARE FEET IBOTTOM AREA MEASURED WIT0XT THE RAMP), AND IF 1T IS DESiGNE❑ TO SUPPORT A LONDED TRUCK, CONSIDERING THE BERM IS NORMALLY SUBMERGED AND SATURATED. 5. ACCESS SHALL BE LIMITED BY A DOUBLE -POSTED GATE IF A FENCE IS REOUIREb. OR BY BOLLARDS. BOLLARDS SHALL BE DESIGNED IN ACOURDANCE WITH THE CITY OF RENTON STANDARD PLANS. 6. ACCESS ROADS AND RAMPS SHALL MEETTHE FOLLOW{NG DESIGN CRITERIA: 6.1. MAXIMUM GRAVE SHALT BE 15 % FOR ASPHALT PAVING AND 12% FOR GRAVEL 6.2. OUTSIDE TURNING RADIUS SHALL BE 40 FEET MINIMUM. 6.3. FENCE GATES SHALL BE LOCATED ONLY ON STRAIGHT SECTIONS OF ROAD. 6A. ACCESS ROADS AND RAMPS SHALL BE 15 FEET IN WITH ON CURVES ANO 12 FEET ON STRAIGHT SECTIONS. 6.5. A PAVEb APRON SHALL BE PROviOEO WHERE ACCESS ROADS AND RAMPS CONNECT TO PAVED PLSUC ROA❑WAY5.7HE APRON SHALL BE CONSISTENT WITH DRIVEWAY DETAILS IN THE CITY OF RENTON STANDARD PEANB. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. 7. ACCESS ROADS AND RAM FS SHALL BE CONSTRUCTED WITH EITHER THE GRAVEL ROAD OPTION OR ASPHALT ROAD OPTION. WHERE ACCESS ROADS AND RAMPS PASS OVER EMERGENCY OVERFLOW SPILLWAYS, AN HMA WEARING COURSE IS REQUIRED (SEE STANDARD PLAN 234.10). 8 SEE CONSTRUCTION! PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, RRAWiN5 15 NOTTO SCALE (NTSI STD. PLAN - 234.50 APPROVED": aEPARDEPARTMENTNT URI PusWORKS ACCESS ROAD AND RAMP GAZ 9/28/2018 I hhlc Worls!'�nlnslrai" )SAT F. REMOVABLE WATERTIGHT COUPLING OR FLANGk: - r MIN. CLEARANCE TO ANY PORTION OF FLOW RESTRICTOR TEE INCLUDING ELBOWS 2` MIN. ELBOW RESTRICTOR. SEE DETAIL AND NOTE 10 6" MIN OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E", W.M. CITY OF RENTON, KING COUNTY, WASHINGTON III III yIJ, ANGLE AS / � iyl NECESSARY, I SEE NOTE 7 r MIN, '--' ADDITIONAL LADDER RUNGS TIN SETS) TO ALLOW ACCESS TO TANKS OR VAULTS WHEN CATCH IS FILLED WITH WATER P LATE WELDED TO ELBOW WITH PLAN VIEW ORIFICE AS SPECIFIED. SEE NOTE 3-7 ELBOW RESTRICTOR DETAIL ELEVATION PER PLANS 12' MIN. UNDER FRAME 8 SOLIO COVER MARKED'DRAIW PAVEMENT WITH LOCKING BOLTS PER STO. PLAN 20050 is" MAX. I VERTICAL BAR GRATE FOR SECONDARY INLET 6- MIN. DESIGN WATER ELBOW RESTRICTOR,KMIN.SHEAR SEE DETAIL AND NOTE 10ANDHOLDS, STEPS, OR LADDER PIPE SUPPORTS, SEE NOT£ 6 1.5 I DSEE NOTE 9 { TYP-} MkN. I ❑ IA - ISOMETRIC OUTLET PIPE, SEET PIPE NOTES 1 6 5 GATE WITH CONTRi)L ROD FOR INVERTA1'tpLEANOUTlDR1AIN {ROD B£NT AS REQ7iIRED ELEVATION PER PLANSOR VERTICAL ALIGNMENT WITH COVERT 12" SECTION OF PIPE ATTACHED 9Y PER STD. PLAN 237.313 GASKETED BAND TO ALLOW REMOVAL � MIN. 12" WELDED RESTRICTOR PLATE WITH ORIFICE DIA AS SPECIFIED, SEE NOTE 10 NOTES: SECTION A 1. USE A MIMIAIUM OF A 54' DIAMETER TYPE 2 CATCH BASIN 2. OUTLET CAPACITY: 101FY1=AR QEVEiLOPED 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 OFF SET SO; A. CLEM409T GATE IS VISIBLE FROM TOP B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANCUT 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 1,0. LESS 1W B. PROVIDE AT LEAST Ot4E 3.7( .090 C;I.hGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. IIMA7SIMUM 3'-0" VERTICAL SPACING} 7. LOCATE ELBOW RESTIRIGTOR(SI AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN B. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATGH BASIN 18 FILLED WITH WATER. 9. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR {KOR-N-SEAL B007 WITH CORRUGATED PIPE ADAPTER OR APPROVED EOUAL). WHEN CONNECTING TO AN EYJSTING PIPE USE A FAHRICATED SAND COLLAR OF 7HE SAME MATERLALAS THE CONNECTING PIPE IIl IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRiCTDR9 AN 1) RESTRICTCIR PLATES WITH ORIFICES ARE NOT REQUIRED, UNLESS Cr H"WISE NOTED, DRAWING IS NOTY0 SCALE (W51 STE), PLAN - 23740 PUBLIC WORKS FLOW CONTROL STRUCTURE - APFRUVE>); DEPARTMENT RESTRICTOR TEE 9/25/2018 I r.ni� Nuns M,,r:r, DATE PULL POST SPACED 01000' MAX. 1 B9D' MAX. IW MAX. ITYP,) D TOP RAIL ACE POST '2 TIE WIRES (TYP.) SPACED �14" MAIL BR 11 - LINE POST TOP RAIL TOP RAIL SPACED @ BRACE POST L F 7n MAx C TENSION WIRE YEN SION TIE WIRES{TYP4 $, TIE WIRE 7 TIE WIRE WIRE SPACED614-MAX, FABRIC (TYP.) 6'FABRIC (TYP-) HEIGHT r HEIGHT FABRIC BAND (7YP.) FABRIC SAND (TYP.) STREMIER 8AR (TYP) STRETCHER BAR {TYP.) k � g :4 �1:iAAtiYtiLAt CHAIN LINK - TENSION 111111E 3'-0" {1YP H FENCE. I=PERIL TEi+1510N ITYP.) KNUCKLED WIRE SOG PACED i S {TYP.) :, � SELVAGE {TYP, I SPACED 24- MAX CONCRETE POST BASE ITYP.) SEE NOTE 4 fi" IV O1A MIN. CORNER LINE POST (TYP.I PULL POST [FENCE RUN] (FENCE RUN) 19' 1tl' BATE POST ITYP.}-3-17 DIA. {NOMIi- SCHADMATCH FENCE SELVAGE MP I TIE WIRES (TYP_)WIRES LfYP.) 7❑P HINGE -186" E BULL POST S+'ACEp 014" MR%. TOPCED14' MAX. SWING TTYP.) T TOP RAIi PULL POST g- TENSION TENSION FABRIC WIRE (7YP) WIREITYP.1 - HEIGHT FABRICSTRETCHET7LS5 TENSIONWIRE CHAIN LINK MATCH FENCE 19" SOTTOM HINGE HOG RINGS (TYP.) FENCE FABRIC SELVAGE (TYP.) F1 ROU b SWING MR.)F SPACED @ 24" MAX. G I+- IV MIN ROUND 3•-0" (TYP,) i 1T ROUND GATE 12• ROUND ---I r+-- 347 34.7 � Tom' 10' MIN. ROUND GENERAL NOTES: 1. FENCE MATERIAL 51-RLL BE 9 GAUGE GALVANIZED STEEL FABRIC WITH BONVE0 VINYL COATING, VINYL COATING SHALL HE COMPATIBLE WTTH THE SURROUNDING ENVIRONMENTAS APPROVED BY THE CITY (E.G. GREEN INOPEN_ GRASSY AREA5 AND BLACK IN WOODED AREAS). ALL PO$T'S, CROSS BARS, AND GATES SHALL BE PAINTED OR COATED THE SAME COLOR AS VINYL CHAIN LINK FENCE 2. ALONG THE TOP ANO BOTTOM, U51NG WIRE TIES AND HOG RINGS, FASTEN THE CHAIN LINK FENCE FABRIC TO THE TOP RAIL AND TEN5ION WIRE WITHIN THE LIM45 OF THE FIRST FULL FABRIC WEAVE. 3. WITHIN 18 FEET OF A TRAVELER LANE. USE TENSION WIRE INSTEAD OF A TOP RAIL. 4 IF $OIL ALLOWS, LINE POSTS ALONG FENCE RUN MAY BE DRIVEN DIRECTLY INTO GROUND A MINIMUM OF Z-6- INSTEAD OF U51N QG GD44CRETE POST BASE. 5 SEE ': JSDOT STD SPEC SECTION 9-15 1 FOR FENCE MATERIAL REQUIREMENT$ UNLLSS DTIIERN.'ISE Nn1 ED, ❑RAWINti IS NOI TO SCALE IN USI STD, PLAN - 234,60 a PUBLIC WORKS AP E0: DEPARTMENT POND FENCING AND GATE qZ 9/28I2018 DATE 10' MAX. PULL POST END OR CORNER POST TIE WIRE (TYP.) TOP RAIL PLANTING BEDS(UNDISTURBED UNDISTURBED TURF (LAWN)AREAS. VEGETATION, SEE NOTE 1 SEE NOTE 1 �hI��II+141�If,tlj�J!°f ��1�lIIJlI',�{I UNDISTURBED I yI'�j "'.- .:. j GRASS: SEED OR SOD NATIVE VEGETATIO#! } WUI�;I",rIIL+:':::"q.0� .i}Ill=i n UNDISTURBED NATIVE SOIL - f UNDISTl1RBED NATIVE SOIL mm OPTION 1 - NO DISTURBANCE PLANTING BEDS 3"4' ARBORISTWOODCHIPMULCH. SEE STD PLAN 262 60 3"OFCDMPOSTINCORPORATED NTO 5" OF SITE SOIL CIOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 61 D~ I URI: ILAWN:' AREAS GRASS: SEED OR SOD 1.75' OF COMPOST INCORPORATED 1NTO 6.25" OF SITE SOIL {TOTAL AMENDED DEPTH CF 9.5", FOR A SETTLED DEPTH OF V) SUBSOIL SCJARIFIED4'BELOW SUBSOIL SCARIFIED 4" BELOW :,.•-•Y _ '1"-J COMPOST AMEN❑Eb LAVER COMPOST AMENDED LAVER .17., _ I72' SELOw SOIL SURFACE) (12" BELOW SOIL SURFACEI OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLAN I ING BEDS TURF (LAWN) AREAS 3--4" ARBORIST WOOD CHIP MULCH, SEE STD - PLAN 282.60 8"IMPORTED TOPSOIL MI7( (COMPACTED DEPTH) 5UOSM IF SCARIFIED 6' BELOW 1MPORTEo TOPSOIL MIX fi-RlPUBLICWORKS DEPARTMENT 0" 6" 12- OPTION 5 - IMPORTED TOPSOIL GRASS' SEED OR 500 NOTES: 1. AREAS OF NO DISTURBANCE TO Of FENCED AND E)(ISTING VEGETATION AND SOIL TO BE PROTECTED FROM CONSTRUCTION MPACTS. 8" IMPORTED TOPSOIL MIX {COMPACTED GENERAL NOTE& DEPTH) 1 TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO FULLY SATURATE WITHOUT CAUSING EROSION SUBSOIL IS 2- COMPOST TO MEET STD. PLAN 282.8B. SCARIFIED $" SELOW IMPORTED 3- COMPACTION OF TOPSOIL (WHERE REQUIRED) TOPSOIL MIX TO BE TO 85% OF STANDARD PROCTOR. 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, ORAvRNG IS NOT TO SCALE (NTS) STD. PLAN - 264.00 APPY{ 0' SOIL AMENDMENT SECTIONS Gq,Z 9/28/2019 1 ww"wmu.axr,ris»,�DATE BRACE BAND NRTH TOP RAIL TENSDN WIRE 2 CARRIAGE BOLT AND NUT TIE wIRE 5PAcED _"_ _ @ 14- MAX. {TYP.} f STRETCHER BAR[TYP.) BRACE BAND WITH FABRIC BANDI ,r n CARRIAGE BOLTAND NUT WITH CARRIAGE TENSION BRACE BAND WI7H BOLT AND NUT TOP RAIL WIRE •r•, Jc CARRIAGE BOLT AND Nut TURNBUCKLE �( TENSION VJURE STRETCHER BAR 4" �3 FABRIC BMiD WITH CARRIAGE HOG RING SPACED BOLT AND NUT ITYP.) 9 24- MAX. (TYP.} DETAIL - END OR DETAIL " PULL POST v 9 o p CORNER POSIT A (AT END, CORNER, OR GATE) SCALE NTS 3a6 SCALE NTS 34 DETAIL - BRACE POST e TOP RAIL SCALE. NTS 34. BRACE BAND WITH TOP RAIL STRETCHER BAR ITYP,) TWO WAY BRACE BAND WITH CARRIAGE BOLT TENSION CARRIAGE BOLT AND NUT AND NUT (TYP,) W IRE ITYP) FABRIC SAND WITH CARRIAGE TENSION WIRE BOLT AND NUT {TYP-) CTENSION WIRE {TYP-1 FABHIc BAND WITH TOP HINGE CARRIAGE BOLT STRETCHER BAR fFYP,) WRETC HER BAR I AND NUT {TYA.J DETAIL - PULL POST TURNBUCKLE (WITHIN RUN) D r SCALE: tFTS S4.6 DETAIL -GATE POST E BOTTOM HINGE EYE BOLT SCALE: NTS ?4.G F:F�•Ff - STRETGHERBAR {TYP.) FABRIC BAND WITH DETAIL - GATE POST F CARRIAGE BOLT AND NUT (TYP.) GCALE. N I-S 34 _ STRETCHER SAR POST FABRIC EYE BULT FABRIC BAND WITH CARRIAGE BOLT AND ! NUT SPACED IS' MAX_ TURNBUCKLE 2 I EYE NUT TENSION WIRE (HP-) I v METHOD OF FASTENING DETAIL - PULL POST STRETCHER BAR TO POST (AT GATE) SCALENTS POST AND RAIL SPECIFICATIONS MEMBER kl M. SIZE {$CH. 40) LD- WEIGHT II-ar ) END. CORNER, GATE, OR PULL POST 2-V2` DIA. S.80 LINE OR BRACE POST 2' DIA 3.65 TOP RAIL 1AW MA. 2.27 u MESS bTHERm SE NU1 ED, uRAWWCs 15 s1'OI TO SLAL IN III STD. PLAN-134.70 UUIPUBLIC WORKS POND FENCING AND GATE - POST APP EB DEPARTMENT DETAILS �►� 9/28/2018 ,ihi: rY"m M,nnr.ra PATE 1 ASBUILT NO. REVISION SURVEYED: TSL DESIGNED: DSC DRAWN: DSC EN 1 1 /19/21 DD CHECKED: DID BY DATE AP P R APPROVED: DD SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 4" 0 ELBOW (# 1) ORIFICE #2 IE=+98.94 (4") 408.06 ELBOW RESTRICTOR ORIFICE 0=1.1" 2" MIN 6'= 4" MIN. 16' MAX. 0.5' LJ (/) Of 1,50' MIN. I 8" OUTLET IE=4945-.� (8") J FRAME, GRATE, & SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS. - ELEVATION .z 411.21 VERTICAL BAR/GRATES FOR SECONDARY INLET I E =499 -94 409.14 OPEN TOP 408.96 2'-0" MIN 8" INLET PIPE FROM POND 405.66 405.66 IE= (8") 3" X 0.090 GAGE SUPPORT N ° BRACKET ANCHORED TO CONCRETE WALL. (MAX. 3' VERTICAL SPACING) 8" SHEAR GATE W/CONTROL z ROD FOR CLEANOUT/DRAIN z ^ (ROD BENT AS REQUIRED N FOR VERTICAL ALIGNMENT c WITH COVER) SEE 2009 KCRCDS FIG 7-025 AND FIG 7-026 RESTRICTOR PLATE WITH ORIFICE #1 0=0.45" ° EL-"" 9 403.86 SAFETY HANDHOLES, STEPS, OR LADDER SECTION VIEW C13#2, TYPE 2-48" (CONTROL STRUCTURE) SCALE: 1 "=2' 8" SHEAR GATE 12" RISER / "5l 11 ELBOW RESTRICTOR RISER PER DETAIL ON THIS SHEET 6" MAX. 6" MIN REMOVABLE WATER -TIGHT COUPLING OF FLANGE PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED ELBOW RESTRICTOR DETAIL OVERFLOW W.S. EL 4� 409.31 FRAME/GRATE FOR PROVIDE VERTICAL BARS IN FRAME © 4" O.0 (OTHER FLOW SYSTEMS ACCEPTABLE IF APPROVED BY KCSWDM) SECONDARY INLET DETAIL VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY OF [;%Rl RENTON DATUM VU1• Planning/Building/Public Works Dept. PLAN VIEW C13#27 TYPE 2-487' SCALE: 1 "=2' ACCESS LID AND LADDER o SECONDARY INLET PER DETAIL ON THIS SHEET E. Dj � of W A Sy S A-, Q � o Cn z ,p 4 09 �� / S T E� NA L ENG 1 1-19-21 • o i N 3 _c 4-1 • f!1 (n w � N � M V: i 0000N � •� �d1N Qq IA 3: L.n N /m to W V r Y R-409739 `J IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT ROAD DRAINAGE NOTES AND DETAILS DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 J d- 0- 00 00 O Q Z DATE: 9/2021 C/) m FIELDS(/K PAGE: DRAWING NO: W J SHEETC11ADF' 18 o m CONFIGURAT10 N ON SLOPING GROUND WNSPDUT WITH CLEANOUT FILTER, SEE DETAIL r CLEANOUT PER $TD. PLAN 220-00 r 1{P MIN. LEVEL TRENCH WITH PERFORATED PIPE- SEE NOTE 1 I ellM N I 5, I MIN lit, r r d a I GLEANOVT PER I BTU. PLAN 22B.W TO STORM DRAIN SYSTEM e i � � — — — F007ENG DRAIN BYPASS ? r I MIN. � MIH. I CLFJMIGVT PER STD. PLAN 226.W r ra srGRM DR.Aw SYSTEM I DO"ISPOLUTWrTHCLEANOUT FILTER. SEE DETAIL MIN- LEVEL TRENCH ITH I` I i■ PE PERFORATED PIPE:, SEE NOTE 1 , NO - - - - - - - - - - - - - - - - - - - - - - - - - CONFIGURATION ON FLAT GROUND COMPACTED TOPSOIL OR OTHER CLEAN FILL NON -WOVEN GEOTEVILE FGR SEPARATIGI4 ON TOP AND SIDES OF TRENCH PER WSDGT SPECIFICATIONS SECTION 8-33.E{11 TABLE 3 T�� 1&' MIN. UNDISTURBED NATIVE SOIL PLAN VIEW OF PARCEL 6' MIN. PVC tt PERFORATED PIPE PER ASTM D1THS souo-sJ LEAVES FFLTER SCREEN 1112"-SW WASHED CRAJN ROCK � r-s• TO GROUND 24, MIN. TYPICAL DOWNSPOUT MIN, VABOVE SEASONAL HIGH GROUNDWATER TABLE NOTES: 1, TRENCH LENGTH TO SE 19 FEET IN LENGTH FOR EVERY 5,900 SF OF CONTRIBUTING IMPERVIOUS SURFACE, OR 35-M SF OF NON-NATVE PERVIOUS SURFACE. OR PORTION THEREOF. GENERAL MOTES: 1. INFILTRATION TRENCHES LIMITED TO ROOF RUNOFF FROM SFNGLE-FAMILY OR DUPLEX HOMES OR TO CONTROL BASEMENT FLOODING- CONSULT WA DEPARTMENT OF ECOLOGY REGULATIONS FOR UNDERGROUND INJECTION CONTROL PROGRAM IULC} FOR OTHER TYPES OF RUNOFF MANAGEMENT, 2. IMPERVIOUS AREAS LARGER THAN 1D,OD0 SF AND NON-NATIVE PERVIOUS AREAS LARGER THAN 35.000 SF MAY REQUIRE LARGER PIPE AND SHOULD BE DESIGNED BY A CIVIL ENGINEER. 3 THE PERFORATED PIPE MAY NOT HE PLACED IN A CRrRCAL AREA BUFFER OR ON SLOPES STEEPER THAN 25%, 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHFRYISF N01-0. PRAWING I$ NOl' TV 5[ALE INT51 S7b. PLAN - 263.40 URPUBLIC WORKS PERFORATED STAB -OUT APPR E° DEPARTMENT CONNECTION GAZ 9/28/2018 1 Nuav . wan..,ie.- DATF I i i i X 0 0 0 ry 0 z w 0 U Ln n CV CD CV Cn E 0 0 00 00 a 00 00 I— / 0 CD CD wj z J SMOOTH COUPLING BANG FOR SMOOTH PIPE ASBUILT ROAD DRAINAGE NOTES AND DETAILS OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON COUPLING SAND r' WELD T WELD PLATE (SEE DETAIL} i MATERIAL TO BE ASTM A35 1 112" x 6' PIPE GALVANIZED AFTER FABRICATION STAKE EACH PER ASTM A153 1' LAT rEN 81DE OF CULVERT TO POINT ANCHOR ASSEMBLY CORRUGATED METAL PIPE R1" UYP.1 R1"[TYP,) MATERIAL TO BE ASTM A 36 V4" PLATE GALVAN IZED AFTER FABRICATION PER ASTM Al93 I svalsul6e 6518' eF h.1- 3:4' diem. 71913E x 34" 14 11A" 1 7r 71s- 7'CiJUPLINGBANO ` 4 1r2- i 4 1f2- T2.OR 24" COUPLING BAND 12" PLATE DETAIL GENERAL NOTES: 1. THE SMOOTH COUPLING BAND SHALL BE USED IN COMBENATK)N W FTH CONCRETE PIPE. 2. CONCRETE PIPE WIT1 WT BELL AND SPIGOT SHALL NOT BE INSTALLED ON GRADES IN EXCESS OF 20%. 3. THE FIRST ANCHOR SHALL BE INSTALLED ON THE FIRST SECTION OF THE LOWER END OF THE PIPE AND REMAINING ANCHORS EVENLY SPAr,ED THROUGHOUT THE. INSTALLATI ON. A. IF THE PIPE BEING INSTALLED HAS A MANHOLE OR CATCH BASIN ON THE LOWER END OF THE PIPE, THE FIRST PIPE ANCHOR MAY BE ELIMINATED. S- WHEN CMP IS USED, THE ANCHORS MAY BE ATTACHED TO THE COUPLING BANDS USED TO JOIN THE PIPE AS LONG AS THE SPECIFIED SPACING IS NOT EXCEEDED. 9- ALL PIPE ANCHORS SHALL BE SECURELY INSTALLED BEFORE BAC91FILLING AROUND THE PIPE PIPE STAKE MP-) TABLE 4.2.1.A3 MAXIMUM PIPE SLOPES AND VELOCITIES PIPE SLOPE ABOVE WHICH PIPE K#IJL SLOPE MAX. VELOcFTV AT PIPE MATERIAL ANCHORS REQUIRED ALLOWED FULL FLOW AND MJN, ATtCHOR SPACING CMP. SPIRAL RIB. PVC' 20% (1 ANCHOR PER%� 3ti PPS 100 LF OF PIPE) CONCRETE, CPE, OR PP' 10%(1 ANC1 KA PER 28%' �,n FPS 54 LF OF PIPE) DUCTILE IRON' 20% (1 ANCHOR PER NONE NONE PIPE SECTION} 2(1% (1 RNCHOR PER SOLID WAIL HOPE' 104 LF OF PIPE' HONE NONE CROSS -SLOPE INSTALLATIONS ONLY, NOTES: `THESE MATERIALS ARE NDT ALLOWED IN LANDSLIDE HAZAR13 AREAS. 'BUTT -FUSED OR FLANGED PIPE JOINTS ARE REOUERED- ABOVE GROUND INSTALLATION IS RECOMMENDED ON SLOPES GREATER THAN 40% ' A MAXIMUM SLOPE OF 200% IS ALLOWED FOR THESE PIPE MATERIALS WITH NO JOINTS LONE SECTION), WITH STRUCTURES AT EACH END, AND WITH PROPER GROUTING VN LESS OTHERWISE NOfE D, DRAWING IS NOT TU SCALE (NT51 Srn. PLAN - 221.20 PUBLIC WORKS CORRUGATED METAL PIPE COUPLING P°R 11. DEPARTMENT AND GENERAL PIPE ANCHOR ASSEMBLY GAZ 9/28/2018 Nwv nuc _ ......... DATE ENERGY DISSAPATOR PLAN ENERGY DISSAPATOR SECTION A -A R EX. GROUND \/ 8" HDPE PIPE PLACE FILTER FABRIC BETWEEN GABIONS AND SOIL BEDDING ENERGY DISSAPATOR SECTION B-B I -] 42009 NA L ENG 1 1-19-21 ci E 0 � � 3 .� O ul) C � � � W C N � M V: i 0000N �'- -001N CQ04 .m L.0 c Ln 4S N /c�v W O V � r (1)N Y Nt R-409740 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: SCALE: TSL VERTICAL: NAVD 1988 N/A HORIZONTAL: HAD1983/1991 CITY OF ASBUILT ROAD DRAINAGE NOTES AND DETAILS DESIGNED:DDSC RENTON DALPAY SHORT PLAT DRAWN:V DSC ONE INCH DATUM • DALPAY PROPERTIES, LLC 1 ASBUILT EN 1 1 /19/21 DID CHECKED: . AT FULL SCALE Planning/Building/Public Works Dept. 4033 N.E. SUNSET BOULEVARD DID IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY RENTON, WA 98059 DD J d- 0- 00 00 � r c) O Z DATE: C/= ) m FIELDS/19/2021 PAGE: DRAWING NO: " W J ¢ U SHEEIC11YF,18 I� U T 0 AS B IL WATER PLAN OF DALPAY PLAT SHORT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 1w=20' 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 0 10 20 40 ° ► " \ �� REDMOND CO RT IN.E. 3 a CB RIM=414.39' �, � �, � IE 12" PVC N=411.22' (PUBLIC) ► n ,,, ` � I I � mil\° '"'; , I / �. I .. IE 6" PVC SW=411.90' \� G a a CENTER=409.71' 41 — I ► r <Yrr ` rf ' I r.>`Y v °� ` I r i-' Y vJ ► NO PARKING J)TIL. ► ► J SIGN M M STORM VAULT ry-e��r `�+ TOP=416.69' T-\ "r" RSEkS WATER METER ^^'J I ' `` w SDMH EX. PRIVATE 20' ACCESS I ► I — & UTILITY EASEMENT PER ���,�, I ► FND. REBAR RIM=417.49'�✓ELDYKE II SHORT PLAT "^`` C� ('c; .� �r�1 I I I & CAP CNW HOLDING MANHOLE Z �EC 20110316900007 'YY LOS 24E0106 BOTTOM CENTER=397.49t I - (APDX. LOCATION ONLY) n ^ r r I FND. REBAR n r FND. REBAR ► & CAP CNW LOT CORNER STORM VAULT o o v r Y ��; ¢ CB TYPE 1 &CAP CNW I LS#40016 RIM=424.07' LS#18913 ► I I 0.2 SX0.2'W TOP=416.70' J IE 12" PVC N=421.47' 0.4'NX0.5'W I FND. REBAR I OF LOT CORNER I I = cifLLLL�ii{���11 0 3 LL L� IE 10" PVC W=421.64' OF LOT CORNER I &CAP CNW I I PROPOSED ROCKERY ¢ BOTTOM=420.85' LS#40016 I CONC. WALL I I NO PARKING SIGN I a , 4' WOOD F NCE �� ► �— — 5' WOOD FENCE S01'03'23"W 420.11'—- '� Cv TIRE / i ^ �\ ��0� ^ \JVJ 2°, �' --- ----------- —� NEW 1" WATER SERVICE ��• AN-B�TER PER STD PLAN ° WALL ° / o o i� o \ ° 1 ► / �--, NEW 1" GuQTER SERVICE AND - , ° METER PER STD PLAN 320. 20.1 ON SHEET C13 (TYP., U I /\ ON HEET C13 (TYP ) ° �\ — � INI QI PROP. 15'W x 40'L o �,f PROPOSE POWER VA T WATER ESMT ° I 'so IER PSE PLA S ~ / �� \ 'Z \ � \ � \\A I I I ti \ oS� IE 12"-412�9'/'�� 4 _�\ �� \� \ o \\ ° 1 I j I 2 -- k �406 8�\ \ \ O I 3 10 N \ 1 ° \ \ \ O \ \\yc o' 41a V� V O O O \ \ \ — _ I `� _� ?2 \ \ o6, � - I I ' M G M G M -� — M — M — M OF VALVEr \ ° \ o \ \\\����R� Oro \ \ \ > Dr / I LOT LINE (TYP.) F.H. 270 M — MI 4 ° \ O gh �3 CN 2 \ ° I zs \ \ \ \ \ \ \ �' \ 5 \ M LOT I _ SEE SHE C 1 I I OFF B OW \ o �� \ NU 2 \ \ POS E SOIL \ - - 41 ET—G—G—G—G—G—GG _ \ rn \ \ \ ° PE EST .?.:: \ -- 2. \\ \ / f FOR LOCATION ► - FZ __ 2'S PROP. 15 W X 28 L \� \p► \ F-410 \ ►-------- - \ \ \\ \ \\ \ \ / - -- ------- ----- -------- WATER ESMT ' � o \ � N TIVE� G 0 H LOT 1 TO USEJ \ \ \\ RO EC ION AR o -�408-- WATER zIo WATER EX. 3/4" WATER i \\ \ \\ Io \ ° o \ o i a \ / METER^METER SERVICE j \ \ FLGES ED\ \ \ �4'4 / i ~ ----�`--406---- o 0 ■ c� w rn \ \ \I ) \\ \ \ \ \ ° \ o POS a �I"' \ PER TEST Q oIo oz o ^ e \ o \ \ �\ \ \ \ \ \170 0- �IC� O p Z �4 ✓ LEI \ \ / \ I� x rn I \ \ \ \\ O \ \ �4�6 \ \ \ Ig o o c �_' I \ 8 \ \ \ \ \ RAO' cv wIw � w oo ���� �`���-��=' 1 \ \ o o \ \ \ 404� 4�2 RAINAG FACILE 00 1 1 \ \ \ \ \4p ° \ �— w o Ior:o LLJ�. o �r. N \ \ \ \ \ \ \ \ \ \ 2� \ \ / o \ / I / ` I \ I \ \ \ \ \ \\ \ \ tO\- LLJ \ 408 ° 0 NX I Q I a 0 d o I 3'WOOD I o\ \ 1 I co I I SS — SS — SS — \ N FENCE 1.7'E F I ) ° I I I I M SS � ISS — SS ss — ss — ss — ss — � - ' _ _ _ _ _ _ _ _ _ _PROPERTY 0 w — — 0.2'Ncn ) ' / ' I N I ° Y✓ r� p � I ► E 0 I 00 00 r 0 SURVEYED: SCALE: 00 BENCHMARKS: TSL VERTICAL: NAVD 1988 00 1 »_20' HORIZONTAL: NAD 1983/1991 CITY 0 F r DESIGNED: —4� i DSO RENTON o FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK DRAWN: VR CCD D PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF DSC ONE INCH w j AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 ASBUILT EN 11/19/21 DD CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. m STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF DID IF NOT ONE INCH RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 N0. REVISION BY DATE APPR APPROVESCALE ACCORDINGLY DID LL FND. 1/2" REBAR & CAP LS#18098 0.4'E OF PROPERTY CORNER ROCKERY L EM NA L EN 11-19-21 � � 3 = 0 .� ul, � W C N � M i Q ON m N Q m m O V N °0 Y L , n R-409741 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS BUILT WATER PLAN DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 J 0- 00 00 c) O = Z DATE: /K 9/2021 c/') M FIELDS PAGE: DRAWING NO: . W J l/\J SHEET :C12OF, �^ a ¢ v oM U N 7 N N O N E a 0 0 co cc cn Oc cc cn CD CD 0 w j z J WATER PLAN GENERAL NOTES Standard Plan No, 300 1. ALL WORK AND MATEIRIALS SHALL BE IN ACCORDANCE WFFH THE LATEST EDITTON OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISICNS ANC) WSOOT / APWA STANDARD SPECIFICATIONS, LATEST EOMON AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SIFE WHENEVER CONSTRUCTION 15 IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE H ELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPCNSIBILE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2, ALL EX STING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-024-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3, ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IM PROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CTY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-5IfE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWAC 151AND C 104. PIPE JOINTS SHALL BE P05H-ON OR N1 ECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21-10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH $-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5, MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 35 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND AS INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGsER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIDNS MUST BE APPROVED BY THE CITY OF RENTCN PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MIN€MUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MIDI] IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 VIDD- 5. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STAINDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICALAND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDF110N TO CONCRETE BLOCKING. 7, ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIORTO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW-0FF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING,. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PH10R TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. TH E CONTRACTOR SHALL EXPOSE THE EX€STING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFCJRM THE CON NECTTOIN TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. SrD, PLAN - 300.0 ra PUBLIC WORKS ` # DEPARTMENT WATERPL.AI11 GENERAL NOTES MARC11 2D10 ±TO FT EXISTING WATER LINE TESTING [DETAIL EXISTING TEE, DEAD END LINE, CAP OR PLIJG DO NOT DISTURB 13LOCKING NEW WATER LIME T-I r r VERTICAL CROSS (MJYFL) FOR POLYP€.GGING 1-BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG 1-BLIND FLANGE ON BOTTOM 1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF TEMP. BLOCK FINAL CONNECTION DETAIL NEW WATER LINE EXIST. WATER LINE AFTER ALL TESTING, CLEANING BY POLYPIG ANID DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT TO EXISTING WATER LINE WFTH SLEEVE (W) AND D.I, SPOOLS FINAL CONNECTION BY CITY FORCES CC!+ PUI WORKSNDCPAPARTh4I;N'r CONNECTION TQ VVATER MAIN EXISTING TEE OR END LINE CAP f STD. PLAN - =.5 I MARCH 2010 ASBUILT WATER NOTES AND DETAILS OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLIONI M & H 929, MUELLEIR SUPER CENTURION 200, AND 4WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WTH LUGS, 5-1/4" MAIN VALVE OPENING, TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF-SEATTLE THREADS WITH A STORZ ADAPTOR. 4.875" SEATTLE THREAT] X 5" STDR7, ATTACHED WITH 1/9" STAMLESS STEEL CABLE, 11-1/4" PENTAGON OPERATING NUT FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No- 5.784-5153 DTM1 ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL, PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY REtJTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. 3' 2"-j CONCRETE - -HRUST BLOCK 6" x 3" x 4" MINNOW CONCRETE HEARING �LO>wK UNDER HYDRANT MIN. 18" TO 20' BEHIND BACK Of CURB OR 12" BEHIND BACK OF SIDL WALK THAT IS ADJACENT TO CURB - -4,875" x 5' 5TORZ 5'x51xb" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. EXPANSION JOINT AT 13ACF{ OF SIDEWALKSIDE SIDEW ALK WALK /,-(3R PLANTING STRIP 36" MIN COVER r TWO-PfECE CAST IRON VALVE BOX wITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE W-A STIMSI7NITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING MA1N LINE TEE- WITH B- FLANGE SIDE OUTLET. B" GATE VALVE (FL X MJ) AWYWA C-509, RESILIENT SEAT 6- DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" CDR -TEN STEEL TIE RODS- 112 YARD DF 1-1/4" 'HASHED DRAIN ROCK 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL, FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND IVIN 3' RADIUS ONE MAN ROCK - B 5" CONCRETE PAD LEVEL ALL GRDUN❑ MIN 3' RADIUS S% 6" CONCRETE PAD '•Am r LI LL HYDRANT LOCATION IN CUT OR FILL SM. PLAN — 310.1 PUBLIC WORKS FIRE HYDRANT ASSEMBLY f� D PARTMEN'T { MAL C11 2010 1 ASBUILT NO. REVISION 1Yx24" PLASTIC METEN aox EQUAL TO MID-51Al-ES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75_THICK DUCTILE IRON 01AMONp PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324--R WITH READER LID AND 2" DMILED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN FINISH cR12" MAX A.DE , = a' ir uj a 35' MIN COVER NEW DUCTILE IRON WA7NMAIN pPr BIOPIC z IN UNIMPROVED RIGHT OF WAY INSTALL METER FADX 0.T PROPERTY LINE WITH 12" LONG COPPER TAILPIECE. w i 51DCWALK Q a TOUCHREAD WATER METER TO HE PR�I VA TE PWING SUPPLIED BY THE 12 z a a CITY i TYPE "K" SOFT a o COPPER TUBING IF SERVICE LINE TO HOUSE IS 3/4" OR TO LIE INSTALLED IN THE FUTURE GALVAN'. IN5TALL I OCRO CT4-33 OR 44 i9Pr PLUG x COMPRESSION COUPLING L- LOOT DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN CIUP EftL COPPE♦?SETTER FOR 5/13"x3/4" METER- FORD SERVICE LINE 'Fd METER. VEIH72_15W-44-33G, OR MoDONALD BRASS: 21-21.5WC0033, OR MUELLM- 3/4-8-247D-2 WITH ANGLE BALL VALVE DN INC-ET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP 'WTH [BALL VALVE. FORD COPPER5ETTER FOR 1" METER: NDRD VBH72-1$W-44-440, OR TAPERED THREAD (CC). CUICK MNT McDONALLI BRASS: 2T-4T5WCQQ44. OR MUELLER: 1-5-2410-2 (3/4" F01000-3-Q) OR AY AICDONALD 47DIS BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1- 17731000-4-Q) OR AY jArGDONALO 4701F INLET ANGLE BALL VALUE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE MTH DUICK JOINT. NOTE: ALL IAETER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO CLYMPIC FUUNDARY_ EXPANSION JOINTS MUSH BE INSTALLED ON BITTH SIDES CF METER BOY. AA DRILL. 2" 01A, HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L _ 2-1/2" MIN. FROM NEAREST 7�'— AND MOINT EDGE OF PIT LiTI TYPICAL file I I NOT£: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLM THE NUT TO TIGHTEN AGAINST THE OPFN SIDE OF MORF THAN ONE RIB. w PLTBI,iC W[JFZitS �/4" AND 1" WATER SERVICE . PLAN -- 320.1 ` DEPAIRTM)EN'I' :v. NOVEMBER 2009 SURVEYED: TSL DESIGNED: DSC DRAWN: DSC EN 1 1 /19/21 DD CHECKED: DID BY DATE AP P R APPROVED: DID SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM WATER MAIN IF ADDITIONAL ADJUSTMENT IS REOUIRED. INSTALL 2-2' CLOSE NIPPLE AND 2--2" 90- REND, SCREWED 2" CLOSE NIPPLE AT THIS POINT. FIELD LOCATE PLASTIC METER ROX IN PLANTER OR OAST IRON BOX IN PAVED OR CON OPETE AREAS. -� 2" CLOSE NIPPLE 2" 90' FL13OW 2" 90' EEROW 2" 'GALVANIZED PIPE AS REQUIRED CONCRETE BLOCKING PLAN VALVE NW )T EXTENSION AS REQUIRED TWO PIECE CAST IRON VALVE (SEE DWG MR45 f PAGE B090) EQUAL TO GLYNIPIC FOUNM'Y CO, GROUND LIME CONCRETE SIDEWALK STANDARD 8" TOP SECTION, fi" MAX. WITH REGULAR BASE SECTION , LENGTH TO FIT. 2" RESILIENT SEATED _ GATE VALVE, SCREWED 2" GALVANIZED PIPE 12" LONG 2" CLOSE NIPPLE. BETWEEN CAP OR PLUG AND 2" 90' ELBOW 1" ,� �- o o`er, atbuo��o INSTAL 4 MIL POLYETHYLENE 15" MAX- PLASTIC COVER OVER WASHED a s° 4 .00 a o g.0�°� GRAVEL, CUT HOLE FOR PIPE ° G nC7❑ Gpn`R❑ 10 CU. FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN ELEVATION 2 1/2" NST (HOSE;) AND 2 1/2" FNST CAP WITH GASKET 2'x7"x2" TEE AND 2" CAP 2" CLOSE NIPPLE BEWTEEN TIE AND 90' ELBOW. 2" 90' ELEIOW ' STD. PLAN -- 340.1 ` s PUK,iC WORKS 2" BLOVV-OFF + DEPARTMENT PERMANENT ASSEMBLY MARCrt) 2010 r l 0 C TY OF RENTON Planning/Building/Public Works Dept. MIMI 0 V 6 0 •� Z O t Im m m W N M i QOcoN -0C51fV C Q U) r.- �: j Ln a-' fV m W 0r U Y LO �4 R-409742 W-409705 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT WATER NOTES AND DETAILS DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 Q J d- 0- 0® 0® O Z Z DATE: 1 1 /19/2021 c) m FIELDBOOK: >- O PAGE: Q DRAWING NO: LU J SHEET: C130F:18 0 L, u I a r S C L a a r J 0— 00 00 ry- r o® '2 Z V J �0 Q W QU o� N a U U) 0_ Ln N N O N rn ;_ 0 a I 00 00 / 00 00 / 0 O O r- W/ Z 0 N 1n=20' 0 10 20 40 I I — — — — — — — — — — � � I � I I CD I _ L---------j � I Q I Q (1 ✓ t� J .J rr J� FND. REBAR I Lid CB TYPE 1 & CAP CNW RIM=424.07'0. LS#18913 IE 12" PVC N=421.47' NX U IE 10" PVC W=421.64' OF L014 CORNER I BOTTOM=420.85' ? — - —� G — c '��Ic- c ------------ WATER - M—M —M—I ——M—M—MNDICATION VALVEr--� MOI=VMA� M — MI-' DRAINS L �—G—GGGGG—G�� - I I ------------- --------------- WATER J ozlo L WATER METER w z 10 ^METER U wl, Of U Z Q L, O I� bi I0 z Q 0O O U 0 N IN _Z U Q Y f OU ICE W LiW ---I a-I� w !Z p r- O N �'" , a M X Ig 0 m m CD OOf r N W la_ 0 W O Q J Y 00 CL Io U O o` rO,' �" ao (n w O !Y Non w w cn X IL, O Ion o' w I � z w I X w O U I Ss — SS — SS —ISS SS SS SS — SS — Ss — SS SSMH - RIM=430.14' LADDER ON SW IE 8" N=420.74' IE 6" SE=420.84' ASBUILT SEWER PLAN AND PROFILE OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON °S N 3 SS SSMH ° " �-r ' \ s CB SOLID LID I RIM=415.08' I \ RIM=417.83' N ; 3 IE 8" PVC W=406.29' C. IE 8" PVC E=406.22' o as as �, ? IE 8" PVC S=406.08' G I a s as R DMOND COURT .E. 3 as G °S (PUBLIC) 3 _�; CB RIM=414.39' \ IE 12" PVC N=411.22' " IE 6" PVC SW=411.90' G a a CENTER=409.71' n�J✓ r`�J I C.r'Y� I I �' 418—��'w �-==-------------' ��"/ I I ? ^..r!!��) I ^(J 0�—. G. -�- ��c� ` ��J`�" I r v`J✓ (`�� I ! i VY��Y ` r '� o --- ---� _ N n` NO PARKING J)IL. NSIGN M—TM r tf v � \J\�t I r`w�J STORM VAULT �� _ IRS � I WATER METER +` TOP=416.69' =,= �` r I I(,tr)`'`� EX. PRIVATE 20' ACCESS & UTILITY EASEMENT PER &ND. REBAR CAP CNW 3 9 � �✓ELDYKE II SHORT PLATAA LS#40016 I SDMH I \ N lREC#201 10316900007 ! ��, I FND. REBAR 0.2 E OF RIM=417.49' I I & CAP CNW I LOT CORNER HOLDING MANHOLE 3 `I� j -{AP OX. LOCATION ONLY) c I LS 40016 BOTTOM CENTER=397.49t I ti \ FND. REBAR 0.2 SX0.2'W & CAP CNW I OF LOT CORNER I STORM VAULT--", � � LS#40016 CONC. WALL I i i PROPOSED ROCKERY TOP=416.70' -- - biz �r Z�+ 0*0 �� 0 0 ri v 'I BENCHMARKS: FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 ASBUILT STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 NO. REVISION 79+70 80+00 81+00 81+40 1 SURVEYED: TSL DESIGNED: DSC DRAWN: DSC EN 1/19/21 DD CHECKED: DD BY DATE APPR APPROVED: DD SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. --FND. 1/2" REBAR & CAP LS#18098 0.4'E OF PROPERTY CORNER ROCKERY 11-19-21 O u (All C •� 0 LV c N M U) Q 00 7 Q N Q0 U) L\ LO r. Ln + 7 IN V �lt W r Y R-409744 S-409705 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT SEWER PLAN AND PROFILE DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 Q J 0— 00 00 rz r o0 2 Z DATE: 11/19/2021 m FIELDBOOK: O PAGE: DRAWING NO: W J SHEET* OF: °F 18 0 0 N law I 0 0 0 0 z w ai a U n CD n N 0 N Cn 0 3 a 0 U) I 00 00 r mi f a 00 co r- / 0 CD CD r- W/ m Z MANHOLE. FRAME AND COVER PER STD. PLAN 401- I ADJUSTMENT RINGS AND MORTAR JOINTS � SEE NOTE 5 � - 4" MIN TO Q � 9 -� 12,E MAX. � A ' O X a tr JC Q 4 ` � tr � R 4 r a p 9 V Gj 4 v V � hG tr 4 b O 11 a a a a ¢ b v 4 11 [OT S- I STEPS Tea BE PQLrPRGPYLENE SAFETY STEPS STEPS ARE TO EL IN PLACE BEFORE MANHOLE '=ECTIONS ARE INSTALLED. E CASTJIAG SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED FRE_A5T CCNCRETE. 5. ADJUSTMENT OF THE CASTING T17 GRADE SHALL BE -ER STD PLAN l D6 TTI E USE OF SHIMS IS_PRQUDITED 6. SANITARY SEWED MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INC'•_UDING CHANNELING. COATED (SEALED) WITH A HJCH SOLIDS URETHAI%IE CRATING; WASSER M;-SHIELI7CGAT 100 OR APPROVED EQUAL; COLOR OF COATING SMALL BE WHITE. i. RUJ EVER GASKETED ,JOINTS SHALL BE IN C[)ix1FGRIViANCE WITH ASTA•! C-443. 6. CHANNEL HEIR H7 SHALL BE A MINIMUM FjF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OP ARPRCIVECr EQUAL 10. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAxWl-!M DF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS. O'OVEP MI.15T 5LOPE IN ALL CIRECIRDN ; TO MATCH PAVING. L—Z' g STD. PLAN! - 400.2 VAR) PUBLIC WORKS SANITARY MANHOLE �V . DEPARTMENT SHALLOW AZ 9/11/2419 I Nksov DATE ASBUILT SEWER NOTES AND DETAILS OF DALPA Y SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 1 1 ASBUILT SEAL WITH AR 4-000 DiR APPROVED EQUAL AND DRY SAND AFTER PATCHING Mf}R ..r u NOTE 3 AND SPECIAL PRONSONL 7-05.3( t ). PAICHEO AREA PLAN NTS 13MCK5. SEE NOTE 4. SECTIGN A_ -A NOFES 1 REMOVE PAVEMENT AND BASF MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE 01AMETER OF THE FRAME PLUS FOUR FEET. ADJUST CASTING FRAMETO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 400.1. 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF W OF CLASS'S* ASPHALT OR TO A DEPTH THAT IS 7 SIrLOHI THE BOTTOM Of THE UPPER ADJUSTMENT RING WHICHEVER IS GREATER OR AS APPROVED BY THE ENGINEER. r_l DEPTH OF CLASS "13" ASPHALT TC BE 2' SELOW BOT70M OF THE UPPER ADJUSTMINT RING OR A WINIMUM OF 8" WHICHEVER 15 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 S"k-L BE STAGGERED TO CREATE A RUNNING BOND OR V2 BOND. THE USE OF SHIMS IS PROMBrnM. _ STD. Pl" - 400.4 {a PUBLIC WORKS TYPICAL UTILITY COVER APPROVED: *• �+ ADJUSTMENT FORaEpARTMENT PAVEMENT OR OVERLAY o �� P,,..,.,•, DATE REVISION SURVEYED: TSL DESIGNED: DSC DRAWN: DSC EN 1 1 /19/21 DD CHECKED: DD BY DATE APPR APPROVED: DD SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY B[aLiHC1LkE - 3 PLC$ ➢IA E.C. (SEE 1 _ T„i1_ I( R E�/ 1fI I''I SEWER COVER & FRAME PLAN VIEW COVER BOTTOM VIEW L �Srlr7a I' r'35❑E ' BLT tALLEN HEAD) F- PU.BbEP WASHER a sr4r � 2 112, IF22 ml I64mnj TiF COVER SECTION VIEW 26 lic" A!A Ic73nn] 25 1/4` WA [�41r�3 I I/1Ti' lf'4' l6mrP DIA NEDPP.ENE GASKET 6' L1'72m ] `8- f 2 3 3Y S' DIk CL OPEN r lr.,rlr7'I [��r�r,rll e, LIM [694mnl 3s I.L.• 13IA BOLTING DETAIL L3mriI L�ar~M] J GASKET GROOVE DETAIL F9e 7Mn-1 NI:;1 ES: FRAME SECTION VIEW 1. ALL COWERS SHALL DE LOCK{ NC- UD PER EAST )ORDAN IRON .WORk;S INC. No 37T7C'1 OR Efill-,AL 2. USE FRAME AND COVER FOR STOPM ['-.PEC1= "DRAIN'' ON COVER), SANITARY (SPEr:Ir "SEWER"). 014 WATER (SPEC'FY "WATEFApolkilk ; 5TO, PLAN - 401 • PUBLIC WORKS PPROVE[7: DEPARTMENT MANHOLE FRAME AND COVER GAZ 9/11/2019 PILI• DATE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM • CITY OF RENTON Planning/Building/Public Works Dept. R-409745 W-409707 11-19-21 V E V i C N t .� Z) O C � � !` uu N N M u) i Q 00 N C Q LLO t Ln +.; f V cMv W O U Or (1) Y"t N IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT SEWER NOTES AND DETAILS DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 Q J 0-00 00 ry- r ® T) Z Z DATE: 1 1 /19/2021 c� m O FIELDBOOK: PAGE: J W DRAWING NO: 0 SHE Er:C160F:18 CD N r.� 0 U 1n n O n N O N E 0 0 a 1n I 00 00 n U) 0 00 co rl / O O O M� Z J r�R r--i—r---------- -� EX- SEWER MAIN I I I E PROPERTY LINE SPOOL I ! I I I {LENGTH AS NEEDED} 6 SEINER STUB I I I I ! I I I I I I I I I I 1 I I - SEWER MAIN TEE X 6" TEE i SIDEWAILK I i ii i�r I I GOUPUNG {TYP,} L_uJ �L �.. �.. �...._�..J ¢ kkj 3c r .y BEND AS $" REQUIRED FUTURE 4' SIDE SEINER Day--==______3 2"x 4" STUD MARKING POST PAPNTED S" CAP WHITE NTH THE WORD "SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND #E WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE S7UD- 6"X6"X6" SURFACE CLEANOuT WITH CAST IRON RING ANT) COVER (EAST "DAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY "SEWER- ON LID), CL£ANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD, CONCtRETE PAD TT) BE 8' CN I)EP7H- EXIS71NO SANITARY SEINER MAIN —2.0% MIN. SLOPE FUTURE 4" SIDE SEWER \-g" SEWER STUB 6"x6"XG" WYE FUTURf 6"x A" REDUCER SEWER MAIN 512E X 6" TEE ACCEPTARLE PROCEDURES rQR SIDE SEWER CONNECTIONS Tti EXISTING SEWER MAIN A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG-BA0X" FLEXIBLE COUPLINGS (FERINCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEMBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C- PVC & G904 PVC MAIN - CUT IN NEW TEE USING R1100 COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQQAL)- D_ DUCTILE IRON MAIN - CORE -DRILLED IWITH A ROMAC SADDLE {CR 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 f2" DIAMETER OR LARGER. G. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL PE CORE-DRfLLED- / l 3000 PSI MIX CONCRETE BLOCKING %err r—ti r 'ek�t1 `- 6" TEE b" MIN. SEINER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN BETWEEN 25' AND 45' _ 2% MINI SLOPE J HORIZONTAL MAIN NDTE: UNLESS O-IHERWISE SHOWl4 ON PLAN, SIDE SEWF3i SHALL HAVE A MINIMUM 2.5 COVER AT PROPERTY LINE OR 3-'- LOWER THAN T3iE LOWEST HOLISE ELEVATION- WHICHEVER ES LOWER. SIDE SEINER STUB pRJ3: STD. PLAN - 406.1 DEPARTMENT P WORKS INSTALLATION �� 9/11/2019 l PAR (SEWER MAIN TO PROPERTY LINE) ASBUILT SEWER NOTES AND DETAILS OF DALPA Y SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ALL 90' TLJRN5 SHALL BE ACCOMPLISHED 0Y MEANS OF A WYE WITH CLEAHOUT AND 4" BZNV AS REWIRED (NO MORE 45' BEND- TWO 45' BENDS SHALL NOT 8E THAN 45' BEND). EVERY 2ND 4" CLEANout wYE wITH ACCEPTABLE. (SEE NOTE 11) CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG. WALL REQUIRE A SURFACE (SEE NOTE 11) CLEANOUT WYE- (SEE H07 11) w W w HOUSE LU I HOUSE of HOUSELU I HOUSE 3 O" MIN, 4" SEWER PIPE SURFACE CLEANOUT VAnk * {TYPICAL) fi"x fi"xt3" WYE ¢ 4" SEWER PIPE SEE NOTES 2 (SEE STD PLAN - 4p7j 4" TEST TEE WITH AND 3. MINIMUM LINE WE FOR PLUG FACE UP OTHER THAN SINGLE FAMILY JS 6" {TYPICAL) PROPERTY TINE _PROPERTY LINE L3. MIN. 5"x 4" REDUCERzF (TYPICAL) z MAIN SEWER LINE lA DIE S: 1, P60F to Installation of o sanitary sewer carinectron, o slde-sewer z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING permfl must be purchased from the City or Renton Public Vlbrks ax < FLOOD LEVEL RIMS LOCATED 6ELOWw' THE ELEVA71pH Depgr#rnertt. In OF THE; NEXT UPSTREAM MANHOLE COVER OF THE 0 PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION o z DEVICE SUCH AS CLEAN CHECK tXTENDABLE 2. Types of pipe and fittings that may be used for sanitary sewen 3 BACE WATER VALVE OR APPROVED EQUAL SHALL BE shall Inn approved by the D9porimeht of Public Wanks. Qnleo INSTALLED, otherwise approved by the Wastewater Utility, rubber or neoprene m gaskets as speeffled by the manufacturer, shall be used on 0 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) joints, a 9 5URfACE CLEAi#OU7 3. A minimum grade of 2% (1/4" per foot) must be maintained 4"x 4•'x4" WYE with o 4' plpe. In the event a 2% grade canna( be maintained. 4" PIPING with the approval of the Pubfkc Works Inspector, the contractor may Install a 6- dlameter side sewer at no less than 17- PLAN BUILDING DRAIN FOR 4• Far Inspection 4f side sewer, call 24 hguro M edvurmu. The LOW ELEVATION HOUSE Inspection phone number rs on the side sewer permit. Site must be ready for Inspection and a representative an site when ll 5 Inspector omr uv at oppo+nted time, Side sewer gad stub shuli MAIN TO PROPERTY LINE 5'-D" -O be tested per City speeifleo#icns, Make the connection of the PROPERTY LINE FROM THE HOUSE SUILD1140. DRAIN hawse. Do not hockflll the ditch until approval Is given by the SIDE SEWER BUILDING SEWER 2'-E" inspector. --3'-0"MIN--- TO 3'-tT" 5. Install side sewer with 2' minimum [aver. 18" cover is clluwen ut the house if gutEet is shallow. 6. If side sewer stub Is nat ovoilabla. The owner shall be - m rn 2 0 m rn c: t p A +. n x c m responsible for its in9talkation per stondwd drawing 406.1. All m � W G-4 a x" Z , x m � z 'n work within street right-of-way shall he done by a licensed and O {n y z 4 4 Y n x banded oantractor. o p - 08 n ^' n s n m m 7, API work shall be accomplished in accordance with the Washingte, F x A a i "� n. m o Indul;trlol Safety and Health Act. (WISHA) 1 a1 Z 02—y � 1 �� "1 B. Ad trench restoration for Lida sewers rn the puhUc right-of-way r- Qr�n G7 0 0M eholl conform to the most current trench restoration I*1 I ° M O requirernents as in the Penton Standard Drawings. 2 O � a m n a 9- All building serer and side 5cwers shall have bedding in c Lu uccordonce with stgndord drawing 405. a In PLAN mr 1D. Whenever feasible, there aholl be o minlmum 5 foot horizontal BUILDLNG SEv4EfT sepurotign between sonftory aide sewers and water services and INSTALLATiC I c minimum 5 foot horizontal separatlon between sanitary side 10 0 sewers and id cthar utilltrvs. CALL 811 BEFORE YOU DIG 11. The cleanout at the Rrght-of-Way shall be installed per to Standard Plan 406.1. The 6eanout at the building shall he Or go installed to surface grodo. All other 1;€egnout5 shall be metaled www.callbeforeyoudlg.org to within 12' of the surface. TYPICAL BUILDING SEWER STD. PLAN - 406,E 92,R) PUBLIC DEPARTMENT GA FROM PROPERTY LINE TO PR � 9 I1/ 019 J=NT � � NbalF BUILDING CONNECTION P.Mrwa,nw a,TE WASTEWATER LITILITY STANDARD NOTES 1. ALL WORE( AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTDN PtJBLfG VVORKS DEPARTMENT AND THE LATEST E t)ITION OF THE W$DDT1APVVA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS 8 SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTS ON, 2, CATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1956. HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198311991 UNLESS OTHERWISE APPROVED BY THE CITY. BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS. 3. 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, INCLUDING STREET USE PERMITS. PRIOR TO STARTING CONSTRUCTION, INSPECTION WILL IRE ACCOMPLISHED BY A REPR£SENTATiVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS €N ADVANCE OF BACKFILL[NG ALL CONSTRUCTION. 4- THE HOURS OF WORE( IN THE STREET RIi:iHT-OF-VVAY SHALL BE PER CITY SPECIFICATIONS ON WEEK❑AYS UNLESS OTHERW ISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARRTMENT. AN APPIROVED TRAFFIC CONTROL PLAN MUST BE OBTAINEL7 PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIG HT -OF -WAY. 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 IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. S. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL OBTAIN A DIG TICKET IN ACCORDANCE WITH RCW 19.122 A MIN IMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES. 7, BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPET IN LAYERS WITH A L00SE AVERAGE DEPTH OF 12-INCHES, MAXIMUM DEPTH 18-I19CHES, THOROUGHLY CDMPACTING EACH LAYLR 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 THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). 8- SANITARY SEWER PIPE SHALL PE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SIDR 35, OR DUCTILE IRON CLASS 50- UNLESS OTHERWISE APPROVED BY THE CITY. 9, SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL. BUILDING FOUNDATION, ETC.) UNLESS APPROVI-Cl BY THE CITY, IF A SANITARY SEWER I5 TO BF LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC-), IT SHALL BE ENCASED IN A STEEL CASING THAT EXTENDS A MINIMUM OF 5 FEET OUTSIDE OF SAID STRUCTURE. STEEL CASINGS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON AND SHALL HAVE A 318-INCH MINIMUM WALL THICKNESS AND SHALL BE OF SUFFICIENT SIZE TO ALLOVY INSTALLATION OF THE SANITARY SEWER PIPE WHILE MAINTAINING CLEARANCES AS RECOMMENDED BY THE CASING, SPACER MANUFACTURER. STAINLESS STEEL CASING SPACERS SHALL BE INSTALLED ON THE SANITARY SEWER P€PE AT DISTANCES THAT PRDVIDE ADEQUATE SUPF'OF2TTO PREVENT SAGGING. THE ENDS OF CASINGS SHALL BE SEALED WITH WRAP -AROUND FLEXIBLE END SEALS. 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE EtACKFILLED WITH CRUSHED SURI=AMNG AGGREGATE: (WSDOT SPECIFICATION 9.03.9(3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. 11, ALL PIPE AN O APPUFRTENANCE=S SHALL BE LAID ON A PROPI IDLY PREPARLD rOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WS DOTIAPWA STANDARDS AND SPECFICATIfON AS APPROVED AND MDDIFIE❑ BY THE CITY IN THE RENTON STANDARD PLANS & SPECIFICATIONS- THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 41}5. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THEE PREVENTION OF ON -SITE EROSION 130TH 0URING GONSTIRUCTION AN D AFTER THEE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL. 13, THE CONTRACTOR SHALL PROM❑E THE CITY OF RENTDN WITH A RECDR❑ DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. �S STD. PLAN - �113 URIPUBLIC WORKS WASTEWATER UTILITY APPAkED. DEPARTMENT STANDARD NOTES GAZ 9/11/2019 ! •,. wr..�."ti.., DATE o E. D4 WAsy�yS � o cn z 12009 p �� A L ECG 11-19-21 V O U AL W � � :3 t • }_}�� V! IO 0 ii LLI N U) O 00 IN 0l N �: U) t-- L0 cMv W O U r a) Y N �,T R-409746 W-409708 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: SCALE: TSL VERTIN/A HORONTA�L:ND1983/1991 ASBUILT SEWER NOTES AND DETAILS DESIGNED:DSC CITY O F DALPAY SHORT PLAT DRAWN: RENTON ONE '"C" DATUM DALPAY PROPERTIES, LLC 1 ASBUILT EN 11/19/21 DD CHECKED: DD AT FULL SCALE Plonning/Building/Public works Dept. 4033 N.E. SUNSET BOULEVARD IF NOT ONE INCri NO. REVISION BY DATE APPR APPROVED: DD SCALE ACCORDINGLY RENTON, WA 98059 Q J 0-00 00 ry— r C] 7O ` DATE: 1 1 / 19/2021 cry m O FIELDBOOK: PAGE: J w DRAWING NO: SHEET OF: J�� Q W 00 U I I I I X 0 0 0 Ir 0 z w 4 c, 00 00 a 00 00 U 0 0 O w j z J � c) o N N CL 1w=20' 0 10 20 40 777 I I I I � I rj I `? r, I I I ^^� I n FND. REBAR CB TYPE 1 r & CAP CNW RIM=424.07' LS# 18913 IE 12" PVC N=421.47' 0.4'NXO.5'W IE 10" PVC W=421.64' OF LOT CORNER BOTTOM=420.85' ,7 N � \ \ V 4m iiiiii 7777-- - - -� G — G WATER - M — m — m — INDICATION VALVE, M—M—M—M01--VAL1-M—MI DRAINS �—G—G—G—G—G—G—G I ---------------- --------------- WATER- ZIo \-WATER METER � o to METER U LU 'CD} a L� 1114 o i� hW- O I COD OO Z I(CD cD d O U Y c' ICE O W W W -) I� of p Z W I- O N �S ✓ W _o � X �I~ 0 '2 O O N Li LLJ p nn "Y V J `)r�J b X lO J00 U Of O �V�� rr ` N W O¢ I= W W LJ X v' ry C) I� in n I - Z I X O Lv 0 I SS — Ss — SS —ISS — SS SS — ss—ss —ss —ss — — 0.2'N \EX. SEWER STUB I I I I I J n n '-'J rJJ (41 yo<-/ ASBUILT COMPOSITE UTILITY PLAN OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON REDMOND COU T N E. 3 G ''' -- CB RIM=414.39' ti ' IE 12" PVC N=411.22' (PUBLIC) / 3 �' IE 6" PVC SW=411.90' CENTER=409.71' I ---------- �� J�� 'l` r�`� I � Y`� I n^ J \ I I �� 0 � O�—. G �a .�` I c�+ ._✓_ � � O n�ni.`' �� I NO PARKING ,C'��C1 J"�`, J SIGN(' >t M —Tm STORM VAULT „ ^ R� EkS N WATER METER TOP=416.69' r�\ n I r, n r`, v I ��EX. PRIVATE 20' ACCESS � 1 &UTILITY EASEMENT PER &NCAP ECNW 3 1% � ELDYKE II SHORT PLAT oCc I I LS#40016 I SDMH I \ %EC#20110316900007 FND. REBAR I 0.2'E OF I RIM=417.49' - AP OX. LOCATION ONLY n & CAP CNW LOT CORNER \ HOLDING MANHOLE 3 LS#40016 I BOTTOM CENTER=397.49t 0.2'SXO.2'W I OF LOT CORNER STORM VAULT PROPOSED ROCKERY TOP=416.70' CONC. WALL \ I 3 N I BENCHMARKS: FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 ASBUILT STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 NO. REVISION I SURVEYED: TSL DESIGNED: DSC DRAWN: DSC EN 11/19/211 DD CHECKED: DD BY DATE AP P R APPROVED: DD SCALE: 1 20+ HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY K -i?61 \Y` rr i n n SIC \ J"Y V e� CITY OF RENTON V'R Planning/Building/Public Works Dept. ROCKERY OE. W Dq Q � o cn z 42D09 NA LrlftENG 11-19-21 V E � � 3 = O .� ul) � W C N � M V: i Q 000 N C Q .m i r. Lf) 4S N m m O V N °0 Y R-409747 W-409709 � S-409706 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT COMPOSITE UTILITY PLAN DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 J 0- 00 00 � r c) O = Z DATE: 1 1 /19/2021 V) m 0 FIELDBOOK: PAGE: ¢ uj DRAWING NO: SHEET :C1^ OF. 18 Q