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A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA
HAEVIN RIDGE SHORT PLAT
DocuSfgn Envelope ID. 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108
SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOWIIG IS 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 APPLICABLE TO THE PROJECT. HOWEVER. THE
APPLICANT SMALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF AUDIT TONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE
SURFACE WA TEN S i ANOARD PLAN NO IES.
1 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS. A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CRY OF RENTON, HEREBY
REFERRED TO AS THE CITY. THE APPLICANT, AND THE APPLICANTS CONTRACTOR-
2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY. STATE AND FEDERAL PERMITS PRIOR TO CONSTRUCTION,
3. ALL S1OHM DRAINAGE IMPROVEMENT 5 SHALL BE DESIGNED AND CONSIRUC I ED IN ACCORDANCE WI I H IHE LAI EST LOT I IUN OF I HE CI I Y OF HEN IUN SURFACE
WATER DESIGN MANUAL (RENTON SWOM). RENTON MUNICIPAL CODE (RAC). AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDOT AND THE AAERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SMALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO
CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS- ALL CORRECTIONS SMALL 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 NY 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 WATER DRAINAGE SYSTEM SHALL OF CONSTRUCTED ACCORDING TO THE APPROVFn PI ANS ANY DFVIATON
FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY-
5 A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS
6 THE LOCATIONS OF ALL EXISTING UTILITIES 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 UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT
SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL
UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER Or RECORD IL A
CONFLICT EXISTS.
7. VERTICAL DATUM SHALL BE NAVE) 68 AND HORIZONTAL DATUM SMALL BE NAD 53 (WA STATE PLANE, NORTH). UNLESS OTHERWISE APPROVED BY THE CITY.
REFERENCE BENCHMARK. DATUMI. AND ELEVATIONS SHALL BE NOTED ON THE PUNS.
S. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBORADE SHALL BE COMPACTED TO 9Uk MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND
MOTS 1 LIRE CONI ROL TESTS OF I HE WSW I S I ANUARD SPECIF ICA I IONS- IN PERMEABLE PAVEMEN I AND OTHER INFIL IRA [ION AREAS, ALL T HENK:M BACKI-ILL SMALL
BE FIRM AND UNYIELDING BUT IN NO CASE SMALL BE C(AWAC I ED 10 MORE I HAN 92% OF MAXIMUM DRY OENSI I Y.
9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE
APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS.
10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION WHERE SHOWN ON THE PLANS OR WHERE
DIRECTED 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 CONSTRUCTION ACTIVITY UNLESS OTHERWISE
APPROVED BY THE CITY
12 ALL PIPE AND APPURTENANCES SHALL BE LAX) ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
MATERIAL. AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED SEDDINC MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL SE
SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220,00 223,10, AND
220.20,
13, STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 51NSIDE AND OUTSIDE.
14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SMALL BE FITTED WITH DUCTILE IRON, DOLT -LOCKING LIDS PER THE CITY STANDARD PLAN
204. 10.204.20. 204,30.204,40, AND 204.50. STRUCTURES SHALL HAVE:
• RECTANGULAR OR ROUND. SOLID 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 CUR&GUTTER LINE.
• ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CRY PRIVATE STRUCTURE LIDS OUTSIDE
PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE C,TY SHALL NOT DISPLAY THE CRY LOGO.
15. BUILDINGS AND OTHER STRUCTURES SMALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWOM
16. LIDS OF MANHOLE&CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANFIOLEICATCH BASIN RIMS
SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN.
17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RGHT-OF-WAY SHIALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE
DRIVEWAY TO THE BOTTOM OF THE DITCH.
LNUM OIHENWISE NOI tU, URAW NG IS NO IU XALE (N IS)
STD. PLAN - 267.00
• PUBLIC WORKS SURFACE WATER STANDARD PLAN tarWtin
W":
DEPARTMENT NOTES (1 OF 2) Pastucha8/13/2020
1wF.Li119BA/4U DATE
AS -BUILT NOTES:
1. AS -BUILT INFORMATION ON THESE DRAWINGS IS BASED ON INFORMATION PROVIDED TO
APCE BY SADLER & BARNARD & SURVEYORS AND ANYTHING NOT SHOWN ON THESE
PLANS AS HAVING BEEN CONSTRUCTED DIFFERENTLY FROM WHAT WAS SHOWN ON
THE APPROVED CONSTRUCTION DRAWINGS IS UNDERSTOOD BY APCE TO HAVE BEEN
BUILT PER THE APPROVED DESIGN PLANS.
2. OTHER THAN AS SHOWN AS -BUILT CHANGES TO SURFACE ELEVATIONS ARE NOT
REFLECTED IN THIS PLAN.
Know what's below.
Call before you dig.
CIVIL PLAN SET
PERMIT: 19001 90
1 8:4,
DocuSfgn Envelope ID, 3B1B34D3-7EOA476C-AD63-4329FFEOC108
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 LIST 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 NOT ES. IF ADDITIONAL NOTES ARE NEEUEU FOR SPECIFIC ASPECTS. THEY SMALL BE ADDED AFTER THE
SURFACE WA I HI S I ANDARD PLAN NOI ES.
1& ROCK FOR EROSIDN PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED. SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT
AND SHALL MEET THE FOLLOWING SPECIFICATIONS:
• A - S INCH ROCK 140 - 70% PASSING:
• 2-4INCH ROCK /3U-40%PASSING: AND
• LESS TRAIN 21NCH ROCK 10- 20% PASSING-
19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHAD. 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 STUD SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED 'STORM' OR MRAIN- SHALL BE LOCATED AT THE
PROPERTY UNE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00.
21 ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE. AND CUT SHEETS SHALL BE PROVIDED
TO THE 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
ACCORDING TO I HE CI Y S IANDARD PLAN 2W.00. CC I V NSPEC [IONS AND REPOR IS SMALL BE SUBMI i 1 ED TO THE CI TY PRIOR 10 RECEIVING APPROVAL TO INS IALL
PROJEC 1 CURETS, GU 11 ERS ANOiOR PAVEMEN 1,
23. ALL STURM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 744.3(1) OF THE WSDOT STANDARD SPECIFICATIONS
AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY, STORM DRAIN STUBS SMALL BE TEST ED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS
TESTED.
24 FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED. ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL
EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN
264 (X)
25 ISSUANCIF OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPI MALT OF THE CONTINUING L EGAL OBLIGATION AND K)R 1 "11 TTv
CONNECTED WITH STORMWATFR DISPOSAL THE CITY DOES NOT ACCEPT ANY OR[ IGATION FOR THE PROPFR FUNCTIONING AND MAINTFNANCF 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 Of
THE PUBLIC AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORT( SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED
RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY, ALL SECTIONS OF THE WSDOT
STANDARD SPECIFICATIONS I.10 TEMPORARY TRAFFIC CONTROL SHALL APPLY
27 PROJECTS LOCATED WITHIN THE CITY S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT 06 OF THE RENTON SWDM AND AQUII-ER
PROTECTION REGULATIONS (RMC 4-1-MO).
20 PLACEMENT OF SURFACE APPURTENANCES (CATCH SASIL'MANHOLE LIDS, CLEANUU TS. INLETS. ETC ) IN THE STREET TRAVEL LANE WHEEL PATH. INTERSECTIONS OF
STREET TRAVEL LANES, BIKE OWES, SIDEWALKS. AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A
SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMIE WS.
29 CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON 1 HE PLANS. PRIVATE SYSTEMS SMALL BE MAINTAINED BY I HE APPUCANI.
3D MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4 2.1.A2 OF THE RENTON SWOM.
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 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE 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 CM RUNS OFF THE SURFACE, THEN THE PAVEMIENT IS CONSIDERED TO MEET THE
MINIMUM RATE OF ABSORPTION AT LEAST ONE TEST $HAL L BE CONDUCTED PER 1,MX) SQUARE FEET OF PERMEABLE PAVEMENT IF THIS TEST IS NOT CONCLUSIVE,
THFN ANOTHER TEST PER ASTM C1701 SHALL BE CONCUCTFD. FOR LARGE AREAS (F.G , PARKING AREAS) TESTING OBSERVATION MAY OF ACC.OMPL ISHED WHILF
WALKING BEHIND A SLONLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST PERMEABLE PAVERS SHALL BE TESTED USING
ASTM C 1781
LMk57 UIHkNWtSt NUfEU. DRAW NOIS NU 10 STALE (HIS)
A.':: j•; PUBLIC WORKS
DEPARTMENT
SURFACE WATER STANDARD PLAN E-vipv
NOTES (2 OF 2)
STD. PLAN - 267.10
8:48
Aartin Pastuchi/13/2020
iBAfG9R14w9D DATE
APCONSULTING
ENGINEERSPLLC
CIVIL ENGINEERING
APCE@APConsutbngEngineers.com (253) 737-4173 PO BOX 162, AUBURN, WA 98071
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AS -BUILT
REVISION
DocuSfgn Envelope ID 6EECF5B6-602A-4E4A-B436-A317AA638878
EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES:
I HEFOLLOWING IS A USTING OF GENERAL NOTES THAI SHALL IE INCORPORAIEU IN THE EROSION AND SEOWENT CONFROL (ESC) PLAN SE 1. ALL THE NOTES ON THE
LIST MAY NOT PERTAIN TO EVERY PROJECT- THE APPLICAN I OR OWNER- HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT
APPLICABLE TO THE PROJECT. HOWEVER- THE APPLICANT SMALL 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 SIVLLL 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 SIURMWAIER GENERAL
PERMIT. IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS 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 REQUIREMENTS.
4 THE BOUNDARIES OF THE CLEARING LIMITS- SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS
PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIFLD IN ACCORDANC.F W NTH APPENDIX D OF THE CITY OF
RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE
BEYOND THE CLEARING LIMITS SHALL BE PERMITTED THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANTIESC SUPERVISOR FOR THE DURATION OF
CONSTRUCTION
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 TINE 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 SMALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE
TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCHS I
WASMOUI AREAS
7 ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND:OR 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 AND;GR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC SNIPS SHALL BE REMOVED AFTER
CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION
MAINTENANCE. REPLACEMENT. ENHANCEMENT. AND REMOVAL OF ESC BMPS SMALL BE THE RESPONSIBILITY OF THE APPLICANT.
N ANY HAZARDOUS MATERIALS OR L IOUID PRODUCTS THAT RAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY
9. THE ESC SNIPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO 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 10 ADDRESS ANY NEW CONLI TK)NS 1 MAI MAY BE CKEAIEU BY 1 HE ACI M I IES ANU 10 PROVIDE AUDI I ZONAL ESC BMPS. OVER AND ABOVE MINIMUM
REOUIREMENI S. AS MAY BE NEEDED- IU PROIECI ADJACENT PROPERTIES AND WATER DUALITY OF IHE RECEIVING DRAINAGE SYSIENI.
10. APPROVAL OF THIS PLAN IS FOR ESC ONLY IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRK:TORS.
CHANNELS, OR STORMWATER FACILITIES.
IT. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED 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 IST
THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY IST THROUGH SEPTEAI[iER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED
ESC COVER METHODS IE.G.. SEEDING. MULCHING. PLASTIC COVERING. ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.
13 WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER IST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY
14. ANY AREA NEEUING AUDI I TONAL ESC MEASURES. NO I REQUIRING IMMEDIATE ATIENTION. SHALL BE ADDRESSED "I MIN SEVEN (1) 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 PADRE FREQUENTLY AS REQUIRED BY THE CRY
16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 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 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 20 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BL
CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
IS, ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHIAI.I
PROVIDE ADEQUATE STORAGE CAPACITY IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE
TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT
FACILITY
19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS. BIORETENTION, PERMEABLE PAVEMENT.
ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION
20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER IST). ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY 5"il9CI I ONES SHALL BE SODDED OR
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 EXHIBI T 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 OWSITE BMPSS 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 SMALL BE SODOM 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 TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS
RETAINING WALLS ALL ROCKERIES IN CITY ROAD RIGHTSOFWAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS ROCKERIES OUTSIDE OF
ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE
UNLESS OTHERWISE NOTTD, DRAWING IS NOT -O SCALE (NTS)
.. PUBLIC WORKS
DEPARTMENT
EROSION AND SEDIMENT CONTROL
STANDARD PLAN NOTES
STD. PLAN - 268.00
:45 Aj
° °
GAZ 9/28/2018 I
DAT
PROJECT INFORMATION
PARCEL NUMBER:
322305-9075
ADDRESS:
18809 116TH AVENUE SE
GROSS AREA:
57,847 SF (1.33 AC)
R O.W.
(DEDICATION):9,412 SF (0.22 AC)
DISTURBED AREA
53,719 SF (1.23 AC)
PROPOSED LOTS:
6
ZONING.
R-8
DENSITY PROPOSED:
5.40 DU/ACRE
DENSITY PERMITTED:
8.00 DU/ACRE
FRONT YARD SETBACK:
20'
REAR YARD SETBACK:
20'
SIDE YARD SETBACK:
5'
SIDE YARD SETBACK:
15' (ALONG STREETS)
PRELIMINARY APPROVAL DATE:
JUNE 7, 2018
APPROVAL EXPIRATION DATE.
JUNE 7, 2029
NPDES PERMIT#
(IN PROCESS, APP ID #22214)
POWER COMPANY:
PUGET SOUND ENERGY
(888)225-5773
GAS COMPANY
PUGET SOUND ENERGY
(888)225-5773
WATER & SEWER:
SOOS CREEK SEWER & WATER
PH:
(253) 630-9900
CABLE.
COMCAST
(800) 266-2278
TELEPHONE:
CENTURY LINK
(877)548-6869
CPH 1 11/22/231 1 .17-FD
SHEET INDEX
i A.UVi=h A-ILL1
2 BOUNDARY AND TOPOGRAPHIC SURVEY
3 HORIZONTAL CONTROL PLAN
4 SITE PLAN
5 TESC PLAN
6 TESC DETAILS
7 GRADING PLAN
8 DRAINAGE PLAN
9 ACCESS ROAD PLAN & PROFILE
10 VAULT ACCESS PLAN & PROFILE
11 VAULT OUTFALL PLAN & PROFILE
12 116TH AVE SE PLAN AND PROFILE
13 COMPOSITE UTILITY PLAN
14 WETVAULT DETAIL
15 ROAD DETAILS
16 ROAD DETAILS
17 DRAINAGE DETAILS
18 DRAINAGE DETAILS
19 ILLUMINATION PLAN
20 ILLUMINATION DETAILS
21 ILLUMINATION DETAILS
22 LANDSCAPE PLAN
23 LANDSCAPE DETAILS
SEE GRAPHIC
DRAWN
CNNE INCH
-CKE. A FULL SCALE
IF 140T ONE INCH
;DATE ROVIE
VERTICAL NAVL e" B
HORIZONTAL NAD 1983/1991
DATUM
5l�- 1t;9th
J
Ln
"4 SE 190th
APPROVAL
VICINITY MAP
NTS
.__4
minueu
THE HAEVIN RIDGE SHORT PLAT, FILE NO, LUA18-000205, IS SUBJECT TO THE FOLLOWING
CONDITIONS:
1 THE APPLICATION SHALL RECORD A NOTE ON THE FACE OF THE PLAT THAT EXECUTES A
SHARED MAINTENANCE AGREEMENT FOR EQUAL OWNERSHIP AND MAINTENANCE
RESPONSIBILITIES FOR IMPROVEMENTS IN THE TO -BE -CREATED JOINT USE ACCESS
TRACT, STORMWATER TRACT, TELECOM 1 TRACT AND TELECOM 2 TRACT A DRAFT
VERSION OF A SHARED MAINTENANCE AGREEMENT SHALL BE SUBMITTED FOR REVIEW
AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO SHORT PLAT
RECORDING.
2. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN SHOWING ADDITIONAL
LANDSCAPING ON LOT 4 AT THE TIME OF CONSTRUCTION PERMIT APPLICATION
SUBMITTAL. THE UPDATED LANDSCAPE PLAN WOULD BE SUBJECT TO REVIEW AND
APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER.
3. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN DEMONSTRATING
COMPLIANCE WITH THE STREET TREE REQUIREMENTS IN RMC 4-4-070.
4. THE APPLICANT SHALL SUBMIT A REVISED TREE RETENTION PLAN SHOWING AT LEAST
NINE (9) RETAINED SIGNIFICANT TREES AT THE TIME OF CONSTRUCTION PERMIT
APPLICATION SUBMITTAL FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING
ANALYSIS EXPLAINING WHY RETENTION OF ADDITIONAL SIGNIFICANT TREES IS NOT
FEASIBLE, SUBJECT TO CONCURRENCE BY THE CURRENT PLANNING PROJECT MANAGER.
5. IF ADDITIONAL TREES CAN BE RETAINED, THE APPLICANT SHALL SUBMIT AN ANALYSIS
SHOWING COMPLIANCE WITH THE TREE DENSITY REQUIREMENTS AT THE TIME OF
CONSTRUCTION PERMIT APPLICATION SUBMITTAL.
6 THE APPLICANT SHALL SUBMIT ADDITIONAL DETAILS ON THE FENCING PROPOSED
AROUND THE VARIOUS TRACTS AT THE TIME OF CONSTRUCTION PERMIT APPLICATION
SUBMITTAL FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER.
7 THE FUTURE HOME ON LOT 5 SHALL UTILIZE CORNER LOT SETBACKS FOR THE R-8 ZONE
(SIDE YARD SETBACKS ON THE NORTH AND WEST SIDES OF THE PROPERTY, FRONT YARD
AND SECONDARY FRONT YARD SETBACKS ON THE SOUTH AND EAST SIDES OF THE
PROPERTY) AND DESIGN THE HOME IN WAY THAT BOTH THE SOUTHERN AND EASTERN
FACING ENGAGE THE PUBLIC ROW THROUGH USE OF FEATURES SUCH AS ADDITIONAL
GLAZING, MODULATION, DORMERS. AND A WRAPPED PORCH.
8. THE APPLICANT SHALL CREATE A NEW JOINT USE DRIVEWAY TRACT TO BE LOCATED
BETWEEN THE STORMWATER TRACT AND THE PROPOSED PUBLIC HALF -STREET IN ORDER
TO ALLOW FOR ACCESS TO LOT 3, LOT 4, AND THE STORMWATER TRACT. A RESTRICTION
SHALL BE RECORDED ON THE FACE OF THE PLAT ONLY ALLOWING ACCESS TO THE TWO
LOTS AND STORMWATER TRACT. A PUBLIC ACCESS/UTILITY EASEMENT SHALL BE PLACED
OVER THE PROPOSED JOINT USE DRIVEWAY TRACT AND STORMWATER TRACT AND A
NOTE SHALL BE ADDED ON THE FACE OF THE PLAT THAT EXECUTES A SHARED
MAINTENANCE AGREEMENT FOR EQUAL OWNERSHIP AND MAINTENANCE
RESPONSIBILITIES FOR IMPROVEMENTS IN THE NEW JOINT USE DRIVEWAY TRACT A
DRAFT VERSION OF THE PROPOSED JOINT USE DRIVEWAY TRACT DIMENSION, PUBLIC
ACCESS/UTILITY EASEMENT, AND SHARED MAINTENANCE AGREEMENT SHALL BE
SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT APPLICATION SUBMITTAL FOR
REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER.
9. THE APPLICANT SHALL INSTALL ONE "NO PARKING- ON EACH SIDE OF THE PAVEMENT
WITHIN THE JOINT USE DRIVEWAY TRACT AND INSTALL BOLLARDS AT THE END OF THE
TRACT IN ORDER PREVENT VEHICLES FROM DRIVING OR PARKING IN THE STORM TRACT
AREA PRIOR TO FINAL PLAT RECORDING.
10 IN THE CASE THAT THE APPLICANT PROPOSES TO UTILIZE AN OPEN POND INSTEAD OF A
VAULT AT THE TIME CONSTRUCTION PERMIT SUBMITTAL, THE CHANGE IN STORMWATER
FACILITY TYPE SHALL BE CONSIDERED A MAJOR AMENDMENT TO THE SHORT PLAT AND
THE APPLICANT WOULD BE REQUIRED TO SUBMIT A NEW SHORT PLAT APPLICATION.
CITY OF
RENTON
elanning/Bullding/Public Works Dep
R-406201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CIVIL PLAN SET
HAEVIN RIDGE SHORT PLA-I
RENTON, WA
ACCESS ROAD PLAN
05/27/2020
ELDBOOK
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DRAWING NO
080-18
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