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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
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FOUND MONUMENT IN CASE COPPER TACK IN CONC
AT INTERSECTION OF 116TH AVE SE AND SE 192ND STREET
CITY OF RENTON BENCHMARK 1873
MXP 27/2020 MXP SURVEYED SCALE
MXP
MXP 11/05/2019 MXP DESIGNED SEE GRAPHIC
MXP 04/05/2020 MXP MXP
MXP 05/27/2020 MXP DRAWN
CM
ONE INCH
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REVISION BY DATE APPR SCALE ACCORDMAY
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VERTICAL NAVD 19ME
HORIZONTAL: NAD I96i 1991 CITY OF
DATUM
RENTON
'
Planning/Building/Public Works Dept. B
LEGAL DESCRIPTION
THE NORTH HALF OF THE NORTH HALF OF THE EAST HALF OF THE SOUTHEAST
QUARTER OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE
5 EAST, OF THE WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON.
EXCEPT THE SOUTH 157 FEET THEREOF.
AND EXCEPT THE COUNTY ROAD.
VERTICAL DATUM & CONTOUR INTERVAL
ELEVATIONS SHOWN ON THIS DRAWING ARE BASE ON THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD88) AND WERE ESTABLISHED USING RTK GPS.
2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE
CONTOUR INTERVAL OR i 1.0' FOR THIS PROJECT.
BASIS OF BEARINGS
TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID
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01.03'43.29" COUNTERCLOCKWISE WAS APPLIED AT A COPPER PIN IN CONCRETE POST,
INCASED, LOCATED AT THE INTERSECTION OF 116TH AVENUE SOUTHEAST AND
SOUTHEAST 192ND STREET. THE MONUMENT IS THE SOUTHEAST CORNER OF SECTION
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FACTOR OF 0.999978493 AND THE GRID SCALE FACTOR OF 1.000013747 WAS APPLIED
TO THE GRID COORDINATES FOR SHOWN GROUND
TREE TABLE
TREE NO.
SPECIES
DBH
DL
701(RW)
DOUGLAS-FIR
15
14
702 (RW)
HAWTHORNE
6,6,8
10
704 (RW)
BLACK LOCUST
20,20
18
705 (RW)
BLACK LOCUST
23
16
706
BLACK LOCUST
25
16
707
BLACK LOCUST
8
12
708
BLACK LOCUST
8,9
14
709
BLACK LOCUST
7
10
710
BLACK LOCUST
8,8,8
14
711
BLACK LOCUST
7
10
712
BLACK LOCUST
7
10
713
BLACK LOCUST
8
14
714
BLACK LOCUST
6
10
716
BLACK LOCUST
6
12
719
BLACK LOCUST
6
8
720
BLACK LOCUST
7,7
10
721
BLACK LOCUST
7
10
722 (UH)
BLACK LOCUST
6
14
729 (UH)
BLACK LOCUST
8,8,9
114
730 (RW)
BLACK LOCUST
9
13
732 (UH)
BLACK LOCUST
7
10
733
BLACK LOCUST
9
8
734
BLACK LOCUST
7
12
736
BLACK LOCUST
6,6,6,8,8
16
737
BLACK LOCUST
8
10
738 (UH)
BLACK LOCUST
S
8
739 (RW)
BLACK LOCUST
10,10
14
742 (UH)
BLACK LOCUST
6,7,7
16
744(UH)
BLACK LOCUST
7
14
745 (UH)
BLACK LOCUST
7
14
746
BLACK LOCUST
10
12
748(UH)
BITTER CHERRY
6
8
751 (UH)
DOUGLAS-FIR
8
12
752
BLACK COTTONWOOD
8
12
753
DOUGLAS-FIR
9
8
758
BLUESPRUCE
7
7
759
BLUE SPRUCE
6
7
761
BLACK LOCUST
6
12
764
BLACK LOCUST
6
13
765
BLACK LOCUST
5
14
766
BLACK LOCUST
6,7
12
767
BLACK LOCUST
6
10
768(UH)
BLACK LOCUST
8
10
769
BLACK LOCUST
9
12
770(UH)
WESTERN RED -CEDAR
22,24
18
771(UH) (AC)
DOUGLAS-FIR
38
18
772 (AC)
PACIFIC DOGWOOD
8
12
773 (UH)
LOMBARDI POPLAR
8
1
777(UH)
BLACK LOCUST
9
14
A
BLACK LOCUST
7
12
B
BLACK LOCUST
8
112,
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CITY OF RENTON BENCHMARK 1868
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1
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MXP
5/27/2020
MXP
SURVEYED:
MXP
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SEE GRAPHIC
2
1ST REVIEW REVISIONS
MXP
11/05/2019
MXP
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MXP
3
2ND REVIEW REVISIONS
MXP
04/05/2020
MXP
4
3RD REVIEW REVISIONS
MXP
5/27/2020
MXP
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1 INCH = 20 FEET
R-406203
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CIVIL PLAN SET
HAEVIN RIDGE SHORT PLAT
RENTON, WA
HORIZONTAL CONTROL PLAN
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05/27/2020
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Know what's below.
Call before you di
05/27/2020
PLOG
ENGINEERING
Surveyors & Civil Engineers
P.O. Box 412
Ravensdale, WA 98051
(206)420-7130
www.PlogEngineedng.com
AS-BU4LT 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
CONSTRUCTIONS 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.
)0
38TH ST
VG=504.91
GRAPHIC SCALE
10 0 10 20 40
1 INCH = 20 FEET
NG=505.12
1
READY FOR SUBMITTAL
MXP
5/27/2020
MXP
SURVEYED
MXP
SCALE
SEE GRAPHIC
VERTICAL NAVD 19M
HORIZONTAL NAD 19W991
DATUM
2
1ST REVIEW REVISIONS
I
JMXP 11/05/2019
MXP
DESIGNED
MXP
3
2ND REVIEW REVISIONS
MXP
04/05/202
MXP
4
3RD REVIEW REVISIONS
MXP
05/2712020
MXP
DRAWN
CM
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AT 'ILL SGLE
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DATE
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UNDERGROUND UTILITY NOTE
ALL UTILITIES ARE REQUIRED TO BE PLACED UNDERGROUND. NO OVERHEAD UTILITIES
CURRENTLY EXIST ON THIS SITE OR ALONG THE FRONTAGE.
S—OwcrS
CITY OF
RENTON
Planning/Building/Public Works Dept.
R-406204
IN COMPLIANCE WITH CITY OF RENTON STANDARDS I
CIVIL PLAN SET
HAEVIN RIDGE SHORT PLAT
RENTON, WA
SITE PLAN
DATE
05/27/2020
PAGE
DRAWING NO.
080-18
SHFFT OF
4 23
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CLEARING LIMITS W/
ORANGE SAFETY FENCE
PER CDR STD 212.00
CLEARING LIMITS W/
ORANGE SAFETY FENCE
PER COR STD 212.00
CLEARING LIMITS W/
ORANGE SAFETY FENCE
PER COR STD 212.00
CONSTRUCTION PARKING_
& MATERIAL STORAGE
SILT FENCE PER
COR STD 214.00
CATCH BASIN PROTECTION
PER CDR STD 216.20 OR 216.30
Know what's below.
Call before you dig
A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA
CATCH BASIN PROTECTION
PER CDR STD 216.20 OR 216.30
CATCH BASIN PROTECTION
PER COR STD 216.20 OR
216.30
SILT FENCE PER
CDR STD 214.00
SILT FENCE PER
COR STD 214.00
1
CLEARING LIMITS W/
ORANGE SAFETY FENCE
PER COR STD 212.00
05/27/2020
CLEARING LIMITS W/
ORANGE SAFETY FENCE
PER CDR STD 212.00
FENCESILT COR STD 214.00 �1 IT CSILT OR STD 214PER .00
CATCH BASIN PROTECTION
PER COR STD 216.20 OR 216.30�
O
CATCH BASIN PROTECTION
PER COR STD 216.20 OR 216.30�
CATCH BASIN PROTECTION v
PER COR STD 216.20 OR 216.30
CATCH BASIN PROTECTION
PER COR STD 216.20 OR 216.30
SILT FENCE PER
COR STD 214.00
PLOG
ENGINEERING
Surveyors & Civil Engineers
P.O. Box 412
Ravensdale, WA 98051
(206)420-7130
www.PlogEngineering.com
STOCKPILE AREA, PROVIDE
TEMPORARY COVER AS
NECESSARY PER COR
STD 213.30
SILT FENCE PER
COR STD 214.00
CATCH BASIN PROTECTION
PER COR STD 216.20 OR 216.30
0
0
BP: 0I_00.00
i
CATCH BASIN PROTECTION
PER CDR STD 216.20 OR 216.30
sro I
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CATCH BASIN PROTECTION +
PER COR STD 216.20 OR 216.30
I
CATCH BASIN PROTECTION
PER COR STD 216.20 OR 216.30�
to
CATCH BASIN PR ECTION
PER CDR STD 216.20 OR 216.30
SILT FENCE PER
CDR STD 214.00
CATCH BASIN PROTECTION
PER CDR STD 216.20 OR 216.30
SILT FENCE PER COR STD 214.00
REMOVE DURING FRONTAGE
CONSTRUCTION
STABILIZED CONSTRUCTION
ENTRANCE PER CDR STD 215.10
CATCH BASIN PROTECTION
PER CDR STD 216.20 OR 216.30
CLEARING LIMITS W/
ORANGE SAFETY FENCE
PER COR STD 212.00
1
READY FOR SUBMITTAL
MXP
5/27/2020
MXP
2
1ST REVIEW REVISIONS
MXP
11/0512019
MXP
3
2ND REVIEW REVISIONS
MXP
1 04/05/202
MXP
4
3RD REVIEW REVISIONS
MXP
05/27,
MXP
NO.
REVISION
BY I DATE I APPR
M
SURVEYED
MXP
DESIGNED
MXP
DRAWN
CM
CHECKED
MXP
APPROVED
MXP
CATCH BASIN PROTECTION
PER CDR STD 216.20 OR 216.30
SCAT E
SEE GRAPHIC
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
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
CONSTRUCTIONS 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.
MOBILIZATION/STOCKPILE AREA NOTES
ANY EXCAVATED MATERIAL REMOVED FROM THE CONSTRUCTION SITE AND
DEPOSITED ON PROPERTY WITHIN THE CITY LIMITS MUST BE DONE IN COMPLIANCE
WITH A VALID CLEARING & GRADING PERMIT. LOCATIONS FOR THE MOBILIZATION
AREA AND STOCKPILED MATERIAL MUST BE APPROVED BY THE INSPECTOR AT
LEAST 24 HOURS IN ADVANCE OF ANY DUMPING
DUST SUPPRESSION
DUST FROM CLEARING, GRADING, AND OTHER CONSTRUCTION ACTIVITIES SHALL
BE MINIMIZED AT ALL TIMES. ANY DUST SUPPRESSANTS USED SHALL BE APPROVED
BY THE DIRECTOR. PETROCHEMICAL DUST SUPPRESSANTS ARE PROHIBITED.
WATERING THE SITE TO SUPPRESS DUST IS ALSO PROHIBITED UNLESS IT CAN BE
DONE IN A WAY THAT KEEPS SEDIMENT OUT OF THE PUBLIC DRAINAGE SYSTEM.
STREET SWEEPING NOTE
A CONTRACTOR SHALL IMMEDIATELY SWEEP THE PAVED CITY RIGHT-OF-WAY
WHEN DIRT OR OTHER CONSTRUCTION RELATED DEBRIS IS DEPOSITED.
GRAPHIC SCALE
10
0 10 20 40
1 INCH = 20 FEET
R-406205
I IN COMPLIANCE WITH CITY OF RENTON STANDARDS
4--CvTj"-
S_84kic.TS
CIVIL PLAN SET DATE
D5/27/202D
VERTICAL NAVD 19M
IiORIZDNTAL NAD,993',99,AV%k CITY OF
RENTON HAEVIN RIDGE SHORT PLAT "ELD'O`
DATUM
R E N TO N, WA DRAMNG NO Planning/Building/Public Works Dept. �UO-�T E S C PLAN
SHEET 5 OL 23
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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
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=ENCE POST (TYP.)
I
12' MIN
NOTES
1. CONDITIONS OF USE
I.I. TO ESTABLISH CLEARING LIMITS. STAKE AND WERE FENCE MAY BE USED
I'll .1. AT THE BOUNDARY OF CRITICAL AREAS. THEIR BUFFERS AND OTHER AREAS REQUIRED TO BE LEFT UNCLEARED,
1.1.2. AS NECESSARY TO CONTROL VEHICLE ACCESS TO AND ON THE SITE.
2. MAINTENANCE AND REQUIREMENTS
2A IF THE FENCE IS DAMAGED OR VISIBILITY REDUCED. IT SHALL BE REPAIRED OR REPLACED IMMEDIATELY AND VISIBILITY RESTORED
22, DISTURBANCE OF A CRITICAL AREA CRITICAL BUFFER AREA, NATIVE GROWTH RETENTION AREA OR OTHER AREA REQUIRED TO BE
LEFT UNDISTURBED SHALL BE REPORTED TO THE CITY OF RENTON FOR RESOLUTION.
2.3, THE CITY MAY REOUIRE MORE SUBSTANTIAL FENCING IF THE FENCE DOES NOT PREVENT ENCROACHMENT INTO THOSE AREAS THA-
ARE NOT TO BE DISTURBED.
USASS OTHERWISE NOTEEI. DRAWING S NCT TC SCALE
STD. PLAN - 212.00
► -. PUBLIC WORKS
-44- DEPARTMENT
0STAKE AND WIRE FENCE GAZ 9/28/2018
R = 25 MIN
INSTALL DRIVEWAY CULVERT
IF THERE IS A ROADSIDE
DITCH PRESENT, AS PER CITY
ROAD STANDARDS
4•-W OARRY SPALLS '
GEOTEXTILE
1. DRIVEWAYS SHALL BE PAVED TO
THE EDGE OF THE RIGHT-OF-WAY
PRIOR TO INSTALLATION OF THE
CONSTRUCTION ENTRANCE TO
AVOID DAMAGING OF THE
ROADWAY
2. IT IS RECOMMENDED THAT THE
ENTRANCE BE CROWNED SO THAT
RUNOFF DRAINS OFF THE PAD
15' MIN
PROVIDE FULL WIDTH OF
INGRESS'EGRESS AREA
12' MIN, THICKNESS
NOTES:
1. CONDITION OF USE
1 , CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER
PAVED AREAS WITHIN 1,000 FEET OF THE SITE
12 FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION
ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT L.ENGTHNVIDTH TO PROVIDE VEHICLE ACCESSIPARKING, BASED ON LOT SIZEICONFIGURATION
2 DESIGN AND INSTALLATION SPECIFICATIONS
2 1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD THE GEOTEXTILE
SHALL MEET THE FOLLOWING STANDARDS,
GRAB TENSILE STRENGTH (ASTM 104632)
200 LBS. MIN.
GRAB TENSILE ELONGATION (ASTM D4632)
30% MAX (WOVEN)
CSR PUNCTURE STRENGTH (ASTM D6241)
495 LEIS MIN
ADS (ASTM 04751)
20-I5 (U S STANDARD SIEVE SIZE)
22 DO NOT USE CRUSHED CONCRETE. CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE PH
LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED
2,3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WELL NOT BE USED FOR PERMANENT ROADS.
HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS
IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT.
Z 4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE
25. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM. COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE
EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE
3. MAINTENANCE STANDARDS
t 1 QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS
t 2 IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF
SEDIMENT SHALL BE USED THIS MAY INCLUDE STREET SWEEPING. AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE. OR THE INSTALLATION OF A WHEEL
WASH IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WE IH CRUSHED ROCK. AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND
13 ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING THE SEDIMENT COLLECTED BY SWEEPING SHALL BE
REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND
THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS. A SWILL SUMP MUST BE CONSTRUCTED THE SEDIMENT WOULD THEN BE
WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND
CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS.
14, ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
is IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S) FENCING SHALL BE INSTALLED TO CONTROL
TRAFFIC.
UNLESS OTHERWISE NOTED. DRAWING IS NOT TO SCALE
STD. PLAN - 21S.30
• PUBLIC WORKS APPR VFD
DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018
OAT
I jilKnow what's below.
, CaII before you di
- SANCBAG(T(-;
TOE IN SHEETING IN
4'. 4' MIN TRENCH
NOTES:
1. CONDITIONS OF USE
1.1. PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS.
12. PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES
13. 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
IA. THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS INCLUDE STEEP AND
UNSTABLE SLOPES.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1 PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0 06 MILLIMETERS
22- IF EROSION AT THE TOE OF A SLOPE IS LIKELY. A GRAVEL BERM, RIPRAP OR OTHER SUITABLE PROTECTION SHALL BE 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.
2,4 SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12 INCHES AND BE WEIGHTED OR TAPED.
3. MAINTENANCE STANDARDS
3-1 TORN SHEETS MUST BE REPLACED AND OPEN SEAMS REPAIRED.
32. IF THE PLASTIC BEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADIATION. IT MUST BE COMPLETELY REMOVED AND REPLACED
33 WHEN THE PLASTIC �S NO LONGER NEEDED, IT SHALL BE COMPLETELY REMOVED.
UNLESS OTHERWISE NOTED. DRAWING N NOT TO SCA.I
STD. PLAN - 213.30
% PUBLIC WORKS
PR°""
DEPARTMENT PLASTIC COVERING GAZ 9/28/2018
D
BACK 07 51nEWALK -\ /- CATCH BASIN COVER
3A4' DRAIN GRAVEL `-"W-'1`Ww
WIRE SCREEN OR FILTER FABRIC
PLAN VIEW
CONCRETESLOCKS
3+4' DRAIN GRAVEL CATCH BASIN COVER
POND HEIGHT OVERFLY
WATER �--}
• l J
• CURB INLET
WIRE SCREEN OR FILTER FABRIC -f
CATCH BASIN
Z'x4' WOOD STUD J
SECTION A
NOTES:
1, PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 5W FEET OF
A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE
CONVEYED TO A SEDIMENT POND OR TRAP
2 INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM.
3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE
4. USE BLOCK AND GRAVEL TYPE SED MENT BARRIER WHEN CURB INLET IS LOCATED IN GENTLY SLOPING
SEGMENT, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF
5- BARRIER SHALL ALLOW FOR OVERFLOW FROM SEVERE STORM EVENT
G INSPECT HARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST
BE REMOVED FROM IHE TRAVELED WAY IMMEDIA IELY
7. BLOCK AND GRAVEL CURB INLET PROTECTION MAY ONLY BE USED IN LANES NOT OPEN TO TRAF TIC
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE
A10STD. PLAN - 216.40
... PUBLIC WORKS BLOCK AND GRAVEL CURB INLET PP
DEPARTMENT PROTECTION GAZ 9/28/2018
I—— .' DAT
05/27/2020
PLO
ENGINEERING
Surveyors & Civil Engineers
P.O. Box 412
Ravensdale, WA 98051
(206) 420-7130
www.PlogEngineering.com
JOINTS IN FILTER FABRIC SHALL BE SPLICEU
POSTS USE STAPLES WIRE RINGS OR
EQUIVALENT TO ATTACH FABRIC TO POSTS
2'x2' 14 GAUGE WERE. OR
EQUIVALENT. IF STANDARD
STRENGTH FABRIC USED
7w�,-
FILTER FABRIC
I I` MAX -I I
JPOST SPACING MAY IN INCREASED 4'MIN TRENCH
6
I TO 8' IF WERE BACKING IS USED I I I I
BACKFILL TRENCH WITH NATIVE SOIL
T OR 314' TO t-ln' WASHED GRAVEL
- 2"z4' WOOD POSTS, STEEL FENCE POSTS. OR EQUIVALENT (TYP )
NOTES:
1. CONDITIONS OF USE
1 1 SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS.
1 2 SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS. NOR IS IT INTENDED TO TREAT SUSSTANTIA. AMOLNTS OF OVERLAND FLOW. ANY CONCENTRATED
FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TOA SEDIMENT TRAP OR POND.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2* THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW A COPY OF THE MANUFACTURERS FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE.
ADS (ASTM 04751)
30-100 SIEVE SIZE (0 6" 15nun) FOR SILT FILM
50.100 SIEVE SIZE (0 30.0 5mm) FOR OTHER FABRICS
WATER PERMITT VITY (ASTM D4491)
O.GI SEC MINIMUM
GRAB TENSILE STRENGTH (ASTM D4832)
180 LBS. MIN FOR EXTRA STRENGTH FABRIC
100 LBS MIN FOR STANDARD STRENGTH FABRIC
GRAB TENSILE ELONGATION (ASTM D4632)
309E MAX (WOVEN)
ULTRAVIOLET RESISTANCE (ASTM 04355)
17W. MIN.
22 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
23 WHERE THE FENCE IS INSTALLED. THE SLOPE SHALL NOT BE STEEPER THAN 21H*1V
24 IF A TYPICAL. SILT FENCE IS USED, THE STANDARD 4'X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED ANC
SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE StLT FENCE
25 FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE.
3, MAINTENANCE STANDARDS
3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY
3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE. THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND
3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER 10 FLOW AND THEN CAUSING
CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE IF THIS OCCURS. REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT
3A SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 61NCHES HIGH
3.5 IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN IT SHALL BE REPLACED
UNLESS OTHERWISE NOTED. DRAWING '3 NOT TO SCALE IN TSj
STD. PLAN - 214.00
- PUBLIC WORKS DEPARTMENI SILT FENCE GAZ
R 9/28/2018 I
�.M v v„.!•�u-xu OAT -
DRAINAGE GRATE I TRIM
GRATE FRAME _
C_ OVERFLOW BYPASS
J
BELOW INLEI GRATE DEVICE
FRAME
AND DEBRIS -f
I �
FILTERED
WATER
DRAINAGE GRATE
(RECTANGULAR GRATE SHOWN)
BELOW INLET GRATE DEVICE
U
``JM/
ISOMETRIC VIEW
RETRIEVAL SYSTEM (TYP I
OVERFLOW BYPASS ITYPI
:45 Al',
NOTES:
I. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR
CONSTRUCTION AREA UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP
Z INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM
3 THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE
4 SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT Wit I SERVICE
5 THE BIGO SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS)
6 THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE GIGO WITHOUT SPILLING THE COLLECTED MATERIAL.
7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01 3(15)
B ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE
STORAGE THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY.
UNLESS OTHERWISE NOTED DRAWING IS NOT TO SCALE (NIS)
STD. PLAN - 216.30
• �• PUBLIC WORKS APPa ED
DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 I :45 At
.... w..•.,a - ,.,..... 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 CONSTRUCTIONS
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,
R-406206
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
�
READY FOR SUBMITTAL
MXP
5/27/2020
MXPMxP
SURVEYED
SCALE
VERTICAL NAVD 1988
HORIZONTAL MAD 1983n99t
•
CIVIL PLAN SET
DAE
OC/27/20'�O
J L / L
2
1ST REVIEW REVISIONS
MXP
11/05/2019
MXP
SEE GRAPHIC
DATUM
CITY O F
'
• RENTON
Planning/Building/Public Works Dept.
H A E V I N RIDGE SHORT PLAT
RENTON, WA
TESC DETAILS
DESIGNED
MXP
FIELDBOOK
PACE.
3
2ND REVIEW REVISIONS
MXP
04/05/202
MXP
4
3RD REVIEW REVISIONS
MXP
05/27/2020
MXP
DRAWN
DM
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
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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.
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o RIM=6+8i$+519 i
� 12"IE(W)=69i19}5o7�
12 "I E(S) =66 i143 0 7.75
STA=0+83.59509.39
LF 12" PVC (PUBLIC)10 1.0%�
IIVAULT DROP INLET
11 12 IE(S)-511.80
VAULT ACCESS
-STA-1 +33.29
6 LR 12' PVC_03U& IC'1
rLIMITED INFILTIA
522.07-Y
CB #6, TYPE 1
RIM@ 521.17
6-IE(NE) =6a,62 51
VAULT ACCESS 4'PVCE(WI=517.40
STA=1 +12.24
O 16.76'L
II
III
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1 PUQL1C CB #4, TYPE 1
1 1 CDR STD PLAN 200
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RIMi46e64
PUBLIC SDMH #4, TYPE 2-48
COR STD PLAN 201
RIM (MATCH EX.) 505.57 - O EXG PUBLIC CB TYPE 1
12"IE(E)=50646- 501.15- RIM = 504.90
12" IE(S)=66dr�8- 501.OT IE 12" PVC N. = 500.46
STORM OUTFALL IE IT ADS S. = 500.65
STA=5+20.00 IE 1T ADS E. - 499.43
CATCH BASIN
IE 12' PVC W. - 5W.97
RIM = 506.54 24 LF 12- PVC (PUBLIC) 0 1.08%
12" CONC (S) IE=502.92 33 LF 1Y PVC (PUBLIC) Q 0.50%
18" CONC (E) IE = 502.19
CATCH BASIN
07
8 LF 18' CONC 0117
RIM = NC (
EXG 20 LF 12" CONC18" CONC (N) = 501.60
EX 18- CONC PIPE (ABANDONED IN PLACE)
CAT
RIPUBLIC SDMH 04A, TYPE 1-L
8" STEEL E. IRIM = 506.65
IE 12' N. = 501.67
IE 12' S. - 501.67
EXG 18' CONC E. = 502.05
EX 46 LF 12- CONC
TCH BASIN SOLID LID
- 500'75
CONC (S) IE = 504.04
8 CONC (N) IE = 503.45
STEEL (W IE = 5N.32
o I
1 CATCH BASIN SOLID LID
( I RIM = 507.94
12' CONC (S) IE = 506.49
12- CONC (N) IE = 505.21
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PUBLIC SDMH #2, TYPE 48 ISTA=1+92.90,4.65'R
COR STD PLAN 201 I r PVC E (N) 2 514.19
Ad
RIM
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12"IE(N)= 50730
STA=1+07.11 _ _ 296tt
132 LF 12-
109 LF 12 PVC (PU L '
2
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M NFILTRATI
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THI SHEET 16.01'R PUCE =�17 CBR M=TM6:9�6 PE 1 I I
P EIUS CB #5, TYPE 2-48 I 6"IE(NE)--
R S PLAN STORM OUTFALL I
STA=1+85.671754'R I I j
51m I VPVC E(S)=MiA I
2"1E(N) S14.98 510.72 I I I 519.11--* 11 1 1
12"IE(E)=&:+93 51QM I
STA=1+25.73,0.00' ) I I I I I
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6"IE=517.51 PUBLIC CB #3, TYPE f�OR STD PLAN COR STD PLAN 201 RIM#�6!-*!i-18
SSMH 521.94 RIMS-1L+ 12-IE(E) S40411512A2
STA=2+51.38,0.50'L 51Z.70 12"IE(E)-ia2-6+ 12"IE(W)=0*@-@*51292
RIM 512.35 12"IE(N)=6+@-4s+ STA=1+45.91,13.28'R
8"IE(E)=644.&MM04 511M 12"IE(W)=6=:�.
6"I E(W)=6i6,"5%1E STA=2+07.56,13.28' R
Know what's below.
Call before you dig.
AT>CONSULTING
ENGINEERS ►.c
CIVIL ENGINEERING
APCE@APConsultingEngineers.com (253) 737-4173 PO BOX 162, AUBURN, WA 98071
SDMH # A,TYPE248 I j
RIM=512.18 0
I 12" PVC IE(E) = 503AI I I I 1
17 PVC IE (W) = 503.35 to
12' PVC IE(SE) =503.13
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I PUBLIC SDMH #3, TYPE 2-48
iMITED INFILTRATION
516.
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12" MTL If (S) = 51013
DWY II AS 1 1*" DWY
SS
0 ' ccuz C
RJ =6+6.@6515A CB
12'IE(W)=64d-*&5t3W RIM = 513.65
STA=0+66.71 12-MTL IE(N) = 510.69
O/S=13.2812" MTL IE (SE) ;,510.81
SS
SSMH
STA=0+20.07, 0 5''"
RIM=$4 s 333
8"IE (N&S)=506.66 (VE,-
COR STD PLAN 201
RIM=6+0-8* (MATCH EX.) 510.59
12"IE(W)=S@&@G9- 50MA8
ele(o ) 5@Ta66
1 12" IE(N)=566-0fr 50L30
STORM OUTFALL
STA=2+80.50,0.00'
NOT OONSTROCM
TYPE 1 CB W/ BIRD CAGE
RIM=&11- .511.65
4@- F+I� 1r PVC E(NW)=507.31
r PVC E (S) - 509.32
0 4OLF BIORETENTION
W/ 8" PERF UNDERDRAIN
+ 2' BOTTOM WIDTH
1' DEEP W/2.5:1 SIDE SLOPES
18' OF BIORETENTION SOIL MIX
12 59 12" OF SAND
18" OF GRAVEL
PLANTING PER LANDSCAPE PLAN
512.25 START BIORETENTION
EL=51 1.30
1
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/ ?RIM=512.94
n 2" CMP IE(N) = 509.79
I _ 12" MTL IE (W) = 510.21
I
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RIM = 513.73
12" MTL IE(NVV) = 511.12
`1 12" MTL IE (S) = 5111.22
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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.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1 AS -BUILT -- -- -- CPH 11122123=11"VEIM 'C: LE
VERTICAL N iW1I CIVIL PLAN SET °"�
HORIZONTAL GRAPHIC "ooN,"` N"D „'1'W' CITY O F 05/27/2020
SIGNED
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HAEVIN RIDGE SHORT PLAT oA�B`
RENTON
ONE RENTON, WA DRAWrNG NO
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W / 6" PVC IE (SE) = 514.77 I I I i 1 512.59 1 s"
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DATE
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RIM=fp 9 RIM=st9m i
a 12"IE(W)�@iR 9. I2=507.90 30.50'L v
N 12"IE(S)=f&A.@i1 rPVc S)=507.75
STA=0+83.59 3"Pvc1 (SM=W9.39 BCW END, EL=510.3E I I y I STA 3+00.00
116TH AVE SE INT. SEE 188TH ST
STA=2+98.76Or
I o
3 LF 12" PVC (PUBLIC)( ® 1.0% 35.501
O O O -- O +
- _----- --- � � __ B0_C, EL=510.38 � g
116 SE
STA=2+7 74 +
SDMH 22. 'L + I^
RIM = 12.16 OC/FL, EL=50 4
PUBLIC CB # 10. TYPE 1 12' PVC IE(E) = 503.41 116TH AVE E 1
COR STD PLAN 20C 12' PVC IE (W) - 3.35 STA=2+7 74
RIM=SF6.6+ 2'PVCIE(SE)03.13 22• 'L 20LF 12" PVC (PUBLIC] 1 6-IEESW)-6i�4,+� 1 BOC/FL, EL=510.2E I IFril,
( )- 116TH A1jE SESTA=2+p4.74
+PUBLIC SDMH #2, TYPE -48ISTA=' =+0,4.65'R I 22.50'L 1
COD STD PLAN 201 I RI - 5 7 I
M-51 .9
.STW 12 PVC IE(W) = 514.12 BOC, EL=S 0.88
RIM=54+g.gg619.72 6'PVC IE(SW)=51420 I 116TH A SE
121E(E)= 7.19 4'PVC IEISE)=51421 ` STA=2+ .74
E= �7 c .�
12"IE(N)= 50730 PVC IE(N)514.19 --- 37 LF 12' PVC)FU
STA=1 +07.1 1
132 LF 12 �(�--------
109 LF 12 PVC (PU ------ '
27 I=f 12' PVC (PUBLIC) 12 15.4816
5 22
TI ; IMITED INFILTRATION 11
CB #7, 1 - - - 516.R2 1 5 1.
_6!' E(NW PoM=518.56 I I I I` CB #9, TYPE 1
CES GPVC IE(NE)=514.75 1 I 1 RIM=6415.35 51&0
4' PVC E (S) = 514.75
STA=1+1 18 J I 6"IE(NW)�4+95 5u.06
16.01'R R `S'tt' CB#8, TYPE 1 l Z I I I STORM OUTFALL 1 N
PVC k5t .14 RIM=&4- , I STA= 1 +99.33,17.56'R
PE 2-48 �PVCIE =P17 6"IE(NE)= w 4PVC E(E)=5142
CR STORM OUTFALL o
t0.85 I STA=1 +85.67,1 7.54'R J I I I 11 3 0
10.72 I 1 1 519.11 I l j 1 I I w
10.78 I 1 I I I I I Z r.
jt .73 0 m
iD
UP T �`5
PUBLIC SDMH #3, TYPE 2-48
STD PLAN 201
1 RIM 818.8E (MATCH EX.) 5110.59
I + 1 2"IE(W)=5ASr9Cr 502.46
F494y) 585.8r,
OI 12" IE(N)=59b,i6-5M30
STORM OUTFALL
STA=2+80.50,0.00'
NOT 0M6TRUCrm
TYPE 1 CB W/ BIRD CAGE
RIM=b4+A�5tt.�
}pge 1r PVC IE (NW) = 507.31
8' PVC IE (S) = 5M.32
0 40LF BIORETENTION
q} W/ 8" PERF UNDERDRAIN
1512.59
02' BOTTOM WIDTH
1' DEEP W/2.5:1 SIDE SLOPES
18" OF BIORETENTION SOIL MIX
12" OF SAND
16" OF GRNVEL
I Pl Ail11NG PER LANDSCAPE PLAN
I
PUBLIC SDMH #4, TYPE 2-48
COR STD PLAN 201
0
RIM=S99'.'9�5 (MATCH EX.)
EXG PUBLIC CB TYPE 1
12"IE(E)=59O-"- 501.19
RIM = 504.90
12" IE(S)=5@373 501.0T
IE 12" PVC N. = 500.46
STORM OUTFALL
IE 12" ADS S. = 50065
STA=5+20.00
IE 12' ADS E = 499A3
IE 12" PVC VV = 500.97
CATCH BASIN
RIM = 506.54
24 LF 12" PVC (PUBLIC) @ 1.08%
12" CONC (S) IE=502.92
33 LF 12" PVC (PUBLIC) (M 0 50%
18" CONC (E) IE = 502.19
8 LF 18" CONC ® 1.79%
EXG 20 LF 1r CONC a 2.66% J P
CATCH BASIN /
RIM = 506.74
8" STEEL E, IE = 504.44
EX 46 LF 12" CONC Q 2.54
u
0
0
1 0
.r
MATCH LINE
9
I
CATCH BASIN
RIM = 506-07
18"CONC ("=501.60
18" CONC (N) = 501.60
- EX 18" CONC PIPE (ABANDONED IN PLACE)
PUBLIC SDMH #4A. TYPE 1-L
RIM = 506.65
IE 12" N = 501,67
IE 12' S. = 501.67
EXG 18" CONC E = 502.05
CATCH BASIN SOLID LID
RIM = 506.75
12- CONC (S) IE = 504.04
12" CONC (N) IE = 503.45
8" STEEL (W) IE = 504.32
CATCH BASIN SOLID LID
RIM = 507.94
12" CONC (S) IE = 505A9
12" CONC (N) IE = 505.21
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.
530.001-I-1 -r T r I-1-1 -r T T- F-I-1-1 T T- r 1-1-17 T r 1-1-1Z T r I-1-1-1 T T- r 1-1-1 T T- r 1-1 --1 Z T 1-1-1-17 T T- I-1-1-I T T r 1-1-1 7 T r 1-1 --1 -T T 1- 1- 1-1-f T T- r- 1-1-1-T T- r 1-1 ---1 7 T r- 1-1-17 T T- I-1-1-1 T T r 1-1-1 -T T r-I-I-1 -T T 1-1-1-1-7 T T- (T r 1-1-1 530.00
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00 0 0 0 00 0 00 0 0 0 00 0 0 0 00 00
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r= k=t=� =t=r_-r-L-�= f_ r_k� -� -t- 1 rt-r-r-r1 t r-r-I--1-t-r-r-1- i-t-r- -1--t-r-r�- t-t-r-r j- t-t-r-r j-t-r-r - -t- 1-j-t r-ry--t-r-r1- }-t-r-r-l-t-t-r-r-l-t-t-r-I--t- t-r-ram-1- t-r-rl-m"jraonteI.5mm -r-r t-t-r-1+2IE(Vf) t-1 -r-1-t-trt-r-ry- EX. CATCH BASIN
1 I I I I I I I_ I_ I I I I I I I I I I I 1 I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I 1 I I I I I I I I I I I I 12" IIE(9)= 501.01 I I I I I I I I TYPE 1# 135537
r-1--1 T-T-F-1-1-T-rW({fV�ULI7 T-r-r1-1-T- 1 "T-T-r-r1 ? -i,-1-T-r-It- -7 T-r-r'-I-T-T-r-1-,-T-T-r - -T -T- -r --T==.-r1--T-r-r1--T-r-I-1-"T-r-r-1--1 T-r-r1--1-T -r-r1-Z-T-r-r1-7-T-r-r�l-T- 1STOFtICi OgTF4d1-1-T-T -r1-i -T -r-r1- RIM EL=i4iGtii• 504.90
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CONSULTING
ENGINEERSPLLC
CIVIL ENGINEERING
APCE@APConsultingEngineers.com (253) 7374173 PO BOX 162, AUBURN, WA 98071
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AS -BUILT
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CPH 1 11/22/231 I SURVEYED
DESIGNED
ORAVIN
CHECKED
DATE APPR APPROVED.
SEE GRAPHIC
VERTKG _ NAVD 1988
HORIZONTAL NAD 1983/1921
DATUM
% CITY OF
RENTON
lam-migr8uilding/Public Works Dept.
R-406211
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CIVIL PLAN SET
HAEVIN RIDGE SHORT PLAT
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VAULT OUTFALL PLAN
05/27/�Lu�u
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o I 40LF BIORETENTION
0
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APCE BY SADLER & BARNARD & SURVEYORS AND ANYTHING NOT SHOWN ON THESE
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THE APPROVED CONSTRUCTION DRAWINGS IS UNDERSTOOD BY APCE TO HAVE BEEN
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DATE I APPR
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6"IE(NW)=
PR �CES
(4) ER DETAIL STA-1+1 .18,
THI SHEET 16.01'R PUCE =I
P BLIC CB #5, TYPE 2-48
C R STD PLAN 201 y
690.64. 519.83 81
"IE(S)=_Fp 9 510.05 I
2"IE(N)�430 51072
12"IE(E)=6+1+93 5478 I I I
STA=1 +25.73,0.00' I
8•PVCE-514.03
8'PVCE =514.7/ I I
I 1
m
ENO SIDE SEWER PUBLIC CB#2, TYPE 2
6"IE=517.51 PUBLIC CB #3, TYPE ji OR STD PLAN 200
RIM�686i652D.t0
CDR STD PLAN 201 12"IE(E)�4a.6451292
SSMH 521A4 RIM-�z�:o�
STA=2+51.38,0.50'L 51= 12"IE(E)=64Q4" 12IE(W)=@+4W9*51Z92
RIM 512.35 12-IE(N)=44@-@* STA=1+45.91.13.28'R
8"I E(E)=6:fi.§"I 04 512.35 12"I E(W) =484•Bv
6"IE(W)=Wi.04-5I&I8 STA=2+07.56,13.28'R
Know what's below.
Call before you dig.
T> CONSULTING
ENGINEERS PLLC
CIVIL ENGINEERING
APCEIAPConsultingEngineers.com (253) 737-4173 PO BOX 162, AUBURN, WA 98071
PUBLIC SDMH #4, TYPE 2-48
CDR STD PLAN 201
RIM=596"9r9 (MATCH EX.) SMS?
C1_- EXG PUBLIC CB TYPE 1
12"IE(E)=59d.66-- 501AS
RIM = 504.90
12" IE(S)=&@&iL& 501.V
IE 12' PVC N. = 500.46
STORM OUTFALL
IE 12" ADS S. = 500.65
STA=5+20.00
IE 12" ADS E. = 499.43
IE 12' PVC W. = 500.97
CATCH BASIN
RIM = 506.54
24 LF 12" PVC (PUBLIC) 0 1.08%
12" CONC (S) IE=502.92
33 LF 12• PVC (PUBLIC) 0 0.W%
18" CONC (E) IE = 502.19 -
CATCH BASIN
8 LF 18" CONC 0 1.79%
RIM = 506.07
/
18" CONC (W) = 501.60
EXG 20 LF 1 T CONIC 2.85%
J
18' CONIC (N) = 501.60
EX 18- CONIC PIPE (ABANDONED IN PLACE)
CATCH BASIN
RIM = 508.74
PUBLIC SDMH M4A. TYPE 1-L
8• STEEL E. IE = 504.M
RIM = 506.65
IE 12" N. - 501.67
IE 12' S. = 501.67
EXG 18" CONC E. = 502.05
EX 48 LF 12" CONC ® 2.54
I o
o CATCH BASIN SOLID LID
RIM - 508.75
12" CONIC (S) IE = 504.04
12-CONC (N) IE = 503.45
-
8" STEEL (W) IE = 5D4.32
+
Ot
I
CATCH BASIN SOLID LID
I
RIM - 507.94
I
I
12- CONIC (S) IE = 505.49
I
12" CONC (N) IE = 505.21
I 1
0 -- --
I I I
SDMH #34, TYPE 2-48
RIM = 512.16 I I
I 12' PVC IE(E) = 503.41
12" PVC IE (W) = 503.35
t2' PVC IEISE) = 503.13
-- 37 LF 12
27 LF 17 PVC (PUBLICI 015.48%
I
I
8
t
0
I I
I
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I
U
ICU
,a 1
I
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STA 3+00.00 0
o
INT. SEE 188TH ST
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0
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I"
I�
IU
0
-
1 1
1
n
1 ;IMITED INFILTRATION( I I
1iz
o
r `516. 2 5
I II
I I CB #9, TYPE 1
III RIM 616.85 51659
6"IE(NW)=6+496 514.05 I I
CB#8, TYPE 1 Z I I STORM OUTFALL I N
RIM=6 4hQI.51 STA=1 +99.33,17.56'R
6"IE(NE)- W h 4'PVC E(E)=514.8
STORM OUTFALL t I I
O
STA=1+85.6717.54'R I I )
PPVCE(S)=�H.75 ,�iJ 1 I I ; G 1
519AII-� w
111 I ( Z a fi
I i 1 .7,311 U m
I I I I
I
III i '
III 1
CBI I
RIM = 513.00
I? MTL IE(SW) = 510.17
12' WRL IE (S),= 510.13
DWY fi }S lA' UWY
SS 1 +0 .0 S \ 07AC ; SS
43211 O�
)NAL E�
Rk �r46e96515.88 CB
12"IE(W)+3513A5 RIM =513.65
STA=0+66.71 17jITL IE(N) = 510.69
O/S=13.28' 12' MTL IE (SE) = 510.0
SSMH
STA=0+20.07, 0.50'L
RIM=W.&&r. 513.53
8"IE (N&S)=506.66 (VERIFY)
NEW 6"IE(W)=506.76
AS -BUILT
REVISION
+1 PUBLIC SDMH #3, TYPE 2-48
CDR STD PLAN 201
RIM=6+9$+ (MATCH EX.) 510-50
12"IE(W)=S@&.06- 502A6
I 12" IE(N)=586r36-50230
STORM OUTFALL
STA=2+80.50,0.00'
RDT amsTmxTED
TYPE 1 CB W/ BIRD CAGE
RIM=644400.511.85
40 1EEN) 5&0•. 12- PVC IE (W = 507.31
5' PVC IE (5)= 506.32
40LF BIORETENTION
W/ 8" PERF UNDERDRAIN
1 2' BOTTOM WIDTH
1' DEEP W/2.5:1 SIDE SLOPES
18" OF BIORETENTION SOIL MIX
512.59 12' OF SAND
18" OF GRAVEL
1 PLANTING PER LANDSCAPE PLAN
512.25____4 START BIORETENTION
EL=51 1.30
I
o B
RIM = 512.94
CMP IE(N) = 509.79
+ MTL IE (W) = 510.21
1
R35.00'
0+00.00
4�7
513.73
TL IE(NW) = 511.12
2
I I? MTL IE (S) = 5111.22
I
I I
1
I
1
tDF ; 7•
CPH 1 11/22/23
DATE I APPR
AS -BUILT NOTE;
1. AS -BUILT INFORMATION (
APCE BY SADLER & BAR(•
PLANS AS HAVING BEEN I
THE APPROVED CONSTR
BUILT PER THE APPROVE
2. OTHER THAN AS SHOWN
REFLECTED IN THIS PLAN
S-406201
W-406201 R- 4 0 6 21
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
VERTICAL .Uw,� - CIVIL PLAN SET °A�
SEE GRAPHIC "°RtZONT"` ""°'NII�" CITY OF 05/27/2020
HAEVIN RIDGE SHORT PLAT 'ICE
RENTON BOO�
ONE INCH DATUM RENTON, WA °"''"""'°"° _
4T FULL Sf.ALE 080 1 8
IF EACCO NCH Planning/Building/Public Works Dept. COMPOSITE UTILITY PLAN
SCALE T rNE INCH
13 23
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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
FINISHED GRADE, EL=520.0
9_ 100_YEAR - MA:
DROP RIM=513.80
----------------�1QYEAR_W!
INLET IE=511.80
Y 2 YEAR WI
DROP OUTLET EL=507.00
BOTTOM OF LIVE _ STORAGE _ELEV. _ 508.00 _ _
TOP OF DEAD STORAGE
BOTTOM OF DEAD STORAGE ELEV.: 504.00
503.00
503.00'
502.56'
SECTION
3 Scale: 1" = 5'
PT CONCRETE PANELS, TYP
(TER SURFACE _EL- 515.5l. FLOW=0.10 CFS
SURFAOE_ EL=514.20. _F_L0_W=0.0_5,9_ -Cn
SURFACE EL=512.27 FLOW=0.034 CFS
7.51' LIVE STORAGI
4' DEAD STORAGE
1502.56 1
RISER OVERFLOW
EL=514.65
4" ELBOW
ORIFICE0=1.50"
EL=513.50
SHEAR GATE WITH CONTROL
ROD FOR CLEANOUT/DRAIN
(ROD BENT AS REQUIRED ------I
FOR VERTICAL ALIGNMENT
WITH COVER)
PIPE SUPPORTS (2 MIN):
_ 3" X .09" ALUMINUM W/
STAINLESS BOLTS
SHEAR GATE
RESTRICTOR PLATE W/ 0.50"0
ORIFICE SMOOTH EDGE
ELEV. 506.00'
Know what's below.
Call before you dig.
-12"0 CMP RISER
2" MIN.
RISER DETAIL
SCALE: 1" = 2'
` n3 00 503.00 /
12"0 OUTLET PIPE
ZI.E. 508.00
1' SECTION OF PIPE ATTACHED
BY GASKETED BAND TO ALLOW
REMOVAL
APCONSULTING
ENGINEERSPLLC
CIVIL ENGINEERING
APCE@APConsuftingEngineers.com (253) 737-4173 PO BOX 162, AUBURN, WA 96071
6.74'
4.00'
1.00'
5' x 10' ACCESS GRATE 60.00' -
FINISHED GRADE, EL=520.0
PT CONCRETE PANELS, TYP
0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 000
Z 100 YEAR - MAX. WATER SURFACE EL=515.51, FLOW=0.10 CFS }
------------------------------------------------------ --
_YE
-------------------------------------------------------------------OALIIYAJERi�F_A�E F=14.20, __=_ . - --------------- }-------
2 YEAR WATER SURFACE EL=512.27 FLOW=0.034 CFS
7.51' LIVE STORAGE
BOTTOM OF LIVE STORAGE ELEV.: 508.00
------- ------------------------------------------------------------------------------ --
VARIE FROM .00' AT EDGE TO TOP OF DEAD STORAGE
1.61' T CEN R OF CHAMBER VARIES FROM 1.00' AT EDGE TO
1.44' AT CENTER OF CHAMBER 4' DEAD STORAGE
I
-------------
------------------------------------------------------------- Y BOTTOM -OF --DEAR -STORASE-ELEVZ- 50-4,00-----&__------------------------
SECTION
FINISHED GRADE, EL=520.0
1.00PT CONCRETE PANELS, TYP
0000 10000 10000 10000 VO000 0000 0000 10 nn 1 nnr C) I nnnn 0000 f 00 0 000
1.40' 100 YEAR - MAX. WATER SURFACE EL=515.51, FLOW=0.10 CFS
-------------------------------------------------------------- 1p- YEAR - WATER -SURFACE_EL=514,24.-FLO*:4Q59-CFS-------------------- ------
--------------------------------------- ----------____-9 2 YEAR WATER SURFACE_EL=512.27 FLOW=0.034-CFS
7.51'
7.51' LIVE STORAGE
VARIES FROM 1.00' AT EDGE TO
1 .61 ' AT CENTER OF CHAMBER //
-- --------------------------------------------------------- BOTTOM -- LIVE STORAGE ELEV.:508.00 -------------- ---
-
}
PROVIDE PVC WATERSTOPS VARIES FROM 1.00 AT EDGE TO TOP OF DEAD STORAGE
4.00' AT ALL COLD JOINTS, TYP. 1.44 AT CENTER OF CHAMBER 4' DEAD (STORAGE
-BOTTOM OF -DEAD -STORAGE _ELE_Vz- W4,00___ 502.5
- 4 -
L
3i
I
SECTION
2 Scale: 1" = 5'
499.5
SUMP
AS -BUILT NOTES:
TYPE 1 MANHOLE
W\SOILD LOCKING LID
MARKED DRAIN, TYP.
(SEE PLAN)
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.
R-406214
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Scale: V = 5'
AS BUILT CPH 11122123 CIVIL PLAN J L- T
vtk NAVD 7588
SEE GRAPHIC: HORIZONTAL"
NAD,ee3"�„ CITY O F 05/27/2020
DRAWN L- H A E V I N RIDGE SHORT P L A -- '-A�EB°�V
ONE INCH DATUM R E N T O N R E N TO N, WA )RAW1N°NO
CHECKED
AT FULL SCALE 080-18
IF NOT ONE INCH planning/Building/Public Works Dept. WET VAULT DETAIL
REV 16I O N ; � P P R APPROVED SCALE ACCORDINGLY SHEET
14 23
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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
N
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W
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aRlmmit /6'R X S/p'b DUMMY JOINT a111111Noif1
:e C, j
• I I -
I I
3/a- PRDAMDEO JOINT FILLER (TYP) I - - - all
d_
am M1ML0curim
PLAN MEW
1 �... um jam'III�AtiiOINIDE
I I{J IF`
ssloFle
TDrO!
WADADPW
Ir
.!I' �r' a/Q�Mb aIUTla �DlilNiIW
° .'.•• CATM&4"-WTatalAm
'• M rM A10 eilI1f1EDRY1
SECTION (D
f
GENERAL NOTES: �1
1. The II b tqf 1* duip In ID ftWi t1 tie remDflal
of q ankhteM WADI mkf awl &iW rb5 m
Of III* eAti.
2. TIS inhiIDfi )Dlnlsd ft
�OUIt11d/MRII(Slwll ,r• i /,i/� � _ ,�L� .I� r
ID be in
b Ift flNil curb '
IS04E-4C VIEW
CAMBItT CONIC IM cum BM Riff - 1M.1
. . PLTH A MF14T AllW^LLIATf" AT PRo D: kA
DEPARi]�NT CA1rCH BASINS
T
Cl/TM a OUTTCR
i (SFF M)TE 1'
F 1r-.R DEPRESSEO MONOIIT'1 C
CLM a (Ar1 MA
.... K NEE DETAIL THIS SHEET)
l
TYPE C2B - ISOMETRIC VIEW
(CCMM E RCLA . VVI T-H BUFFER)
NOTES
I When a dnvewsy erctn exceeds 15 fee'., constrv�l a hull depth
expsnulon joint wr 3/8' )olrlt tiller &&V Me dnvwtray lone ones
?ACE Or CUM
(see sill. plan 104. ConsiruG expansion )6-n% parallel wth Lho
ea c We DF-REBM CUM DRAA
-- tr. r••s w..*
Oan:erfiM 8/ re:IJInW at 15' ma)emUm spacing WPlen EtiveTway
Co1KTNla. ON Ae7 _"".
wldns exceed 30•
aTO 1,AA 10
1.7 R Tropop
y r
2 See aid. plan 102 (or v!dawak dooils
N
3 Curb and g4tor shown, otnvr ;;urb debfg'Is they be specified.
See end. plan 10t for curb deWI3
v
d Not useed
5 The engineer w1:1 design all driveways to Inclvde alevaions at at
NOTE DINVIrNA•LaDMAN.ALooAraoN
points marked wtlh aymDDl •X'. All elevations we at the back of
JON, $aaa ere RA. CEPTO
DEPRE SSFO MONDL ITHIC CURB a OUnILR DETAIL
curb top on u ph3l %;do.
6 No; used
7 For Orlvellemy W6&M see DRIVEWAY STANDARDS
(See NOTF 10) The expansion joints (see ird plan 102) shal be
spaced as s'1Dwn In the Carlespondlng leame'rlc view.
e Slopes shah co npty wm seeJorts 113012.1 or R3032.2 KX
FACE OF ADJACENT CUM
R3032.3 of the Reeieed DesR Cirsidetines for AcoesBMe Pubhe
1
Riabbor•Way uf%'GvnDtw 23,2005 (PROWAG).
9. Curb reams for ary Type C-MAX Driveway may be approved on
1•R
a p=W by case W s J
--- -DUT-T R 3UnrACE
10, STREET STANDARDS a Rertan Municloal Cock (!L'NCI
TWeIV Development RequtaLam
CHAPTER 6 ST R EFT AND UTILITY STANDARDS
sealw,4-"6DSTAffTSTANDARDS
DEPRESSED CURB DETeAII.
A • RES:DFNI DAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS
DRIVEWAY STANDARDS - Renton M w-Jctpal Cc& (NINE)
_
rtle fV Development ReCulatielns
Driveway Eumpie TYPE C1B
1
CHAPTER
R=fleMdeResl GCamms•ca1
CITY -MADE PROPERTY DEVELOPMENT STANDARDS
N.Ime, of Lerner
Scctlon 4-44)80 PARKING, LOADING AND ORIVEWAv
(MAX-4 Lane CO-WIS na)
REGULATIONS
6-s '4r IPr erlp S►DI 9ar'owo 9e"
OW
CONCRETE DRIVEWAY
ENTRANCES -NOTES AND DETAILS
SM. PLAN - 104.2CEMENT
'-&9I T 2
Know what's below.
1jil Call before you dig
05/27/2020
FACE OF CURB
a irr
61rr _t•
t ^.•R IR. 124
1 TOP OF
1? R ROADWAY
r�
1
iD
t
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACF OF ADJACENT CURB
FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
124
TOP OF
1W R ROADWAY
_L
1
/
_ t 6
DEPRESSED CURB SECTION
At SIDEWALK RAMPS
3W
6' CFMFNT CCvv -ftf .F
If2". - - l-ty ti L1E'A AI.K HAMF
VARIES '"• LANDN,
FROM ; r
6'TO0 /
1
3r6' PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RM1PS AND LANDINGS
FACF OF An1AC.FNT CURB
SEE DEPRESSED CURB DETAIL INS SHEE 1
124
TOP OF
1 _ r 1• 1?R. ROADWAY
1'
1 ,
1
/
DEPRESSED CURB SECTION
At RESIDEN-LAL DRIVEWAYS ONLY
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE Of CURB
�61rr
6 112
R R I. R
FACE OF ADJACENT CURB 1 1
b TOP OF
ROADWAY
P to a ',�• CUTTER SURFACE r
PREMOLDEC
JOINT FILLER 1
E FULL -DEPTH rR
EXPANSION JOINT r
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS AND ALLEYS
GENERAL NOTES
1 See sta-4ard plans 102 and 101.1 for curb a xpenseon and conbatetwn pent spaond
2. Emanucn Ian, %hall be lull depth, 3/9- In.l prerrulded ivint FItr
3. For Depressed Monolithic Delvoway CUM a Guner Sad -on see Starda-d Flay 104 2
-
PUBLIC WORKS CEMENT CONCRETE CURBS STD. PLAN 101
DEPARTMENT
K t/u KUOL-teelw:-aY/II
a ve,
SINES-R.R01e I. • Me.
{AIL sans J
Or' wnn. r
r
u LIpMYBD
OrNRAr+a�O _
---
.. nIIN ENURES
' II
C LI
IYC Ili l0
( ;�
ale lr+l.
l A-
TV
I "
e
I
aeon
i ttr ltm 1 :Llcuma n jo ./
River WISP v'.r a cw A wn�
ROAR III -I Mt•l0 L
N GOr14AKe'OI LOFT
een Iw ail F JW lrtEw
vAlaa
IMF,d1M a 1- t14 AOR e-,
le N
I colft a u /.ew.tATw sown RVF +n k .
BE[TpN 1 ••l � LR et0 r1aN RF
�'ILAL4Q NaPtIW \ '
lianAR
... •R MreI IaU'M I • �I �-� I �_-_ nWN,lal- •�TbRI IO0 left'.,
.x:.leyewe�iO.a
s'eel. elAreu nv
•I:IaIsM crscean
Etas W�L -
TYPE R1B - ISOMETRIC VIEW
(RESIDENTIAL WITH BUFFER)
a' RAISED EDGE DETAIL t .QNOEWALK
17 EXTEND SIDCWALK IRAVAIFRss 1' O T•tZ
1? pees. JOINTS TO INCLUX RASED EDW �ICAL WHIM
HI MDr CK I
_ p) MW I •.: � r L 1? N A FOR [Ua/DFTAIf
y 1•at[ _ 1IFF%In PI AN$01
L+1:!T y i C AOCRM6
BEE RAISED E
T •Or sm sex x D'TAIL - h10 t1sRaAL VNOOI CRUee®91AKApNO TOrOOLAYE (CRCI
AI CUT SIDEWALK Vf'ALT NJ 4Sx I.Ialv[C PR?
30PFS WITH RAISED EDGE �ISLA.[L M(MM NIMWhArto BY
1? dM A, (M 1 uAll
Gu"ER a 9orwALK exTC UNDER
f.IDB A OUn FA TO RE V INCteESS V+
1J�``�01 , I, IA SEE 510sa-UT ON PLA 101 MATb1 f1007)NO RDADwnr CRUeraD ROLA
SEE BtDRAI'1 Del SAX. WFSCMEVFR,S GWAIER(1W ION
•� A I CURD s GUTTM
I r k1s4CD GRATE 1- (M) BKLKAv
17P OFCOWAEIE S-AFACE
Z P
ADJACENT TO CURB , � 1 ? .4
17 pN)R (TYP)
ISrJU FOR CURB DETALS
15% DEk SID Ih AN I
Ile ` _
BRIDCIA PCDCSTRNN y GE _•�
elw ruRB tV TAl. S ADJACENT TO CURB
BARRIER - SE sOEWAL)t s,r STD PLAN'In 'JtEEP FILL S0PIrS,
CONTRACT PLANS _ AL OR BARR ra
17 ON)N ITN)
/ I BIDFYrA K
FwsN 1A
4�
VTRT. WAII - 1
sEF OFTAK '
7/e'(IN) PREUK4,1XII .S •' °
IALJ
ADJACENT TO CURB AND RAILING OR WALLJoan FkLrR
pN�
e(1e1 SIOF t
TRLLTVEM SIDEWALK BJ"rEa STOP SIDEWALK ADJACENT TO WALL DETAIL
MOtN'AJl ISEE NOtt IG
SECTK*A '?(eQ R
1 nw) rtMolslsaTAls
t 4eL_ 1.17♦Mt[ SEE eTeBLAw IM
BROOMED nN SH
t.• +y ---� OR WTCH tX1&rNC
• / . d r WIDE SMOOTH
5 1, rR AVF1 Fn PERR!TEA
FINISHED GRADE r 0N� BElO1N TOP OF CONCRETE V -
911"ACII FOR hAN11NC - F u.IF IIAUiD (1•
Id • •d I I (CURS
:D GUTTER
Cu"
(CIIRs AND GUTTER 91nrIr.I
ADJACENT TO BUFFER STRIP FORCURB OETAAS
or SEE STD R AN VI
I
I atl ter• To W
I Fou-Ioetof lc rwdowaak?I wshal •.\� eoNTRAenae .rlwt - s •{w• • +
be the m. tm pedestrian E
eerwsslbW IDNY• aN of CLIxLLwend W ANDSIDEWAIIr14 SIDEWAF Ohl SOD FUNL0:11
eb• r1.(�?� ,
snd horamaill obucbols. Orsengs.
Aoom Comes. Jji Kew Bares, 'F.J)EPTE/E)a'ANS0IN JOINT IN BOTH •-•- •••
- -
Cattle VILLAS.
RS. Put Band atRer -
. J C CONTRACTION JOINT
must be Rush wdh awlem - and me"
grade of the fldewaaL �r t JOINT AND FINISH
' DETAI e
2 Molnl1tl' L Cer•Nr.l ConUete Cub and •, i', Gam 0 .
SweWaR K not peermated in new For other referwv_vd NOTES see q
*ruction. When relr!&A Wd Wesel STD PLAN 104:1
^
.cees:tate/ a Monvllwc eer"M • A
Conoele Curb (wild per WSOOT .f}NT iUliR
Slarderd PaI F-lD I"ll Vavod surfaces must Comply .RIM my
FULL-DEPTH
3 Concrerte Lo be 4,000 151. STD PLAN 102 1 as aDplecable
EXPANSION JOINT
PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102
DEPARTMENT SIDEWALK /0 ,1 ,
_ w rrw wtz.rcaA eauwnRAr� _
O►.arAT taws 1 I '
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us Sro P.-M M, yr S•D r1MITl'
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W tOTeAetCNJOMI lee , �/
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ITYsa Ct /►OWN CI A CT s C AW INALAM
on wTi a
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r me rBTITT--'
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erl�al sWM•m ---1
For NOTES STD PLAN IG4 1
SM. PLAN - 304.3
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY I,i, I e 4 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
DEPARTMENT ENTRANCE - TYPE R1B � DEPARTMENT ENTRANCE - TYPES C1B, C2B,
C310, and C-MAXB (WITH BUFFER
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 CONSTRUCTIONS 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.
PLO
ENGINEERING
Surveyors & Civil Engineers
P.O. Box 412
Ravensdale, WA 98051
(206) 420-7130
www.PlogEngineering.com
For NOES see STD PLAN 104 2
STD. PLAN - 104.4
7 re VIM .._... -..-_
EXISTING ASPHA
PAVEMENT
SAWCUT
(SEE NOTE 2)
{ ARTERIAL STREET MINIMUM
7" HMA (or ACID Class B)
(SEE NOTE 1). OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM
4" HMA (or ACP Close 0)
(SEE NOTE 1), OVER
6" CRUSHED ROO(
NOTES
1. MUST MATCH EXISTING THICKNESS IF GREATER.
2. SAW%CUT SHALL BE POSITIONED V - 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3, THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
PUBIX WORK$ =j" AND AmTBR �
DEPARTMENT RGP ACEMiMT DETAIL
COVER PER STD PLAN 401
APP
EQUAL AND RYDSA RAFTER v �V PLAN
PATCHING NTS
OUTSICE NAMETE14 OF
(SEE NOTE 9) ADJUSTMENT RING K
x I B07roN=�--�I
SEE NOTE 2
II•
MORTAR JOINT(S) (3/8- MIN.-2• MAX.)
ADJUSTMENT RING (1' MIN.). SEE
SEE NOTE 3 AND SPECIAL PROVISION
NOTE 6.
SECTIO'^NA-A
IDS
1. RFJIIOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE
6. COkWRiUCTLON AND ADJUSTMENT SHALL BE PERFORMED
WINCH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS ONE
ONLY BY A JOURNEYMAN MA80K
FOOT (MAll.} ADJUST CASINO FRAME TO PAVEMENT
SURFACE L IS ING RESTER RAILS AND MORTAR
0. ADAXTMIEINT OF THE FRAME TO GRADE SHALL BE
ACCOMPUSHED Wmi ADJUSTMENT RINIM AND MORTAR ONLY.
2. REPLACE EXCAVATED MATMAL WITH A MINIMUM OF 6' OF
THE WE Oil SHIMS IS FR'AIESTED.
INAA CLASS }' PO 64-22 (OR TO A DEPTH THAT IS 2' BELOW
THE BOTTOM OF THE UPPER ACUUMMENT RING WHICFEVER
7. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
i8 GREATER) OR AS APPROVED BY THE ENGINEER.
TAPPING UNTIL FRAME IS RUSH WITH PAVEMENT AS
DETERMINED WITH A STRAXJIfT EDGE OF SUFFICIENT LENGM
3. ADJUSTMENT RINGS AND FRAME SHALL BE FULLY BEDDED IN
MORTAR. MORTAR SHALL BE ABTMA C270 FOR TYPE S.
B. ALL MORTAR JOINTS SKALL BE TRIMMED FLUSH AND REMAIN
VISLBLE UPON COMPLETION.
4. MORTAR SWILL BE MIXED AND APPLIED PER
MANUFACTURERS DIrECTI0N5.
9, X- V-0' MIN. TO 74r MAX - PER ENGINEER'S INSTRUCTION
SM. PLAN _ toe
TYPICAL CONSTRUCTION
PUBLIC WORKS
ADJUSTMENT OF
DEPARTMENTAND
MANMOLE RISERS
R-406215
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
READY FOR SUBMITTAL
MXP
5/27/2020
MXP
SURVEYED
MXP
SCALE'.
SEE GRAPHIC
VERTICAL: NAVD 1986
(roRIzoNTAL: NAD 1983/1991
DATUM
CITY O F
t
R E N T O
`
CIVIL PLAN S E T
PLAT
H A EV I N RIDGE SHORT P
RENTON, WA
05/27/2020
2
1ST REVIEW REVISIONS
MXP
tvos/2ots
MXP
DESIGNED:
MXP
FIELD600K'.
PACE,
3
2ND REVIEW REVISIONS
MXP
04/05/202
MXP
4
3RD REVIEW REVISIONS
MXP
05/27/2020
MXP
DRAWN. CM
ONE INCH
DRAAING NO
080_ 1 8
CHECKED:
MXP
AT FUI I. SCALE
IF NOT ONE INCH
SCAI EACCORDINGLY
Planning/Building/Public Works Dept.
DRAINAGE DETAILS
SAIL" of
NO.
REVISION
BY
DATE
APPR
APPROVED:
15 23
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L-
ENCE POST'" V)
7
-A
NOTES
1. CONDITIONS OF USE
1 TO ESTABLISH CLEARING LIMITS. STAKE AND WIRE FENCE MAY BE USED
1 t t AT THE BOUNDARY OF CRITICAL AREAS. THEIR BUFFERS AND OTHER AREAS REQUIRED TO BE LEFT UNCLEARED.
1.1.2. AS NECESSARY TO CONTROL VEHICLE ACCESS TO AND ON THE SITE,
2. MAINTENANCE AND REQUIREMENTS
2A IF THE FENCE IS DAMAGED OR V SIBILITY REDUCED. IT SHALL BE REPAIRED OR REPLACED IMMEDIATELY AND VISIBIL17Y RESTORED
2.2. DISTURBANCE OF A CRITICAL AREA, CRITICAL BUFFER AREA, NATIVE GROWTH RETENTION AREA, OR OTHER AREA REQUIRED TO BE
LEFT UNDISTURBED SHALL BE REPORTED TO THE CITY OF RENTON FOR RESOLUTION.
2.3. THE CITY MAY REQUIRE MORE SUBSTANTIAL FENCING IF THE FENCE DOES NOT PREVENT ENCROACHMENT INTO THOSE AREAS THAT
ARE NOT -O BE DISTURBED.
UNLESS OTHERWISE NOTED, DRAWING 5 NOT TO SCALE INTS)
STD. PLAN - 212.00
PUBLIC WORKS STAKE AND WIRE FENCEff% PPR r 9/28/2018 I
DEPARTMENT GAZ
DATE
RAISED EDGE DETAIL 1 P 6`
lEVit ExTEImawrf&AAgRNrWwIL 1'•0' t•? Wpq
?IAA
JOarTa TO a1R110BI1A�l00E TVPIT:Hi MpmououmAIMUJDjowIEJtptuR
1 2WA + Vr PEOR "I ONMr OirNa
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• r•
au RAWDE
1 .171 aDE I ALK DETAIL - THO T VPICA UNM C11 Fn 0 OFACNa TOP OdNE Ip1O
�S]WIN � x R •R 1cO PRESMODIFIED
NT W THIGH NOCTDR "
9NTH RAISED EDGE E-,p,�p TYPICAL UNDER ALL CURL 1!! Jim R (TYP 1 QUTTM S ODEVO" csm UHmER
y`�.01L 1 L FOR Cllr OL'TAaa TO
WATCH ZXWTWORON MYr CPUsED IRHOII, 01 ` KE a1D N{NH tat eva TYMd1EAn a GWATM(IYP Pat
ALL CPO a aunmo
• , �� MRYOYY
: • O WRPALY
ADJACENT TO CURB T .IT t . c IHrt
ur RM m IT" I
1 FOR CURB DETAILS
SEE ETD RAN $01
MIDGE OR PEDEaT1aAN S,jA�• r.•,•� 1
PAWING {�'
WAR ctm mTA" ADJACENT TO CURB
rPLANS a10[IsaHLA WE M PLAN W" pmP FILLaLcplm
CC
/ I a IIAIaE[R
vJ om R (TYP I
F um , I a10lFYRlx
� Tas
Vr WIR
WE RT" wftL -
ta oETAII
>K�P1M� P Vf
ADJAC@R TO CURB AND RA&M OR WALL
JOWT EUM
1n� t_c
- .. %T EOEFMNK pHRTet BPI► SDEWAIX ADJACENT TO WALL DETAIL
tk .,rA. K NEE NOTE q
sLCTIDNa (COIL
T f. TA � I FOR dRNa QTAaa
- 1./asEL !@STD PLAN IN -
--- - HOOFED Pole"
` on WATCH L•XM1B10
• r
.T wE ED 9MEM
romem OP of repNa alII I Tay OFCONCIlTE d
SURPACI POk /tAMSm-HU JBH W d•
ADJACENT TO BUFFER STRIP
FOR CUM OSTW
' �,d 'sI� �' • WE STD PLAN 1101
NOTES t. IT TO Ur
I - Four Isar o1 be tldaaiaR EMdri dial `'71
C04IRI1CT10N JOINT P
be
VeN�oA:onERlminilinvin•oe; AHn��be�iaEirEir�„ ���,� -i 1NaDEwAHxasY 'E•�,.'�R •,
Access Cwars, JLHllrbbn BONES. - FULL.OEPTH EKPAN@Kw JOINT N 901N _ • • ' •.
Cable VS^ AA Oam EIO Bear CURT AND StDEVAMIn RE S1S mm HNA
oppomrRRHu 4M H Moth bin ow h � C CONTRACTION JOINT
wade o1 to aldswah ` JOaT AND FENIBN
DETAIL - •. .,�• __
! MH OWk Caele+N Cann ait CI End • a • •• ( •
SHdaataa M not panrlRnd N tow For Dater Felensi NOTES see
canaftedom Whinl w.1 work sT0 PLAN Has.
n.o.rEaoa, MotnrilNk E«11RrR
Cannata Cwb bold per WSOOT
BNHM-, -. -1 F•30.10-03. Paved surboss mud comply RFMn E FULLDEPTH
3. Canaan to be 4,000 ESL. STD PLAN 102.1 as appkeWHN
EWAN910N JOWT
PUBLIC WORKS CEMENT CONCRETE
STD. PLAN - 102
DEPARTMENT SIDEWALKa I .
Know what's below.
Call before you dig
A PORTION OF SE 1 /4, SE 1 /4, SECTIO
:4 S At
05/27/2020
N 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA
1/2'X4' EXPANSION MATERIAL
}
o
!-ARE i LANE LANE
{ }
I 1
, ..�:.....,>�;
i
INITIAL 2' DEEP SAWCUT OR GRIND, AND
I
UNIT OF FINAL OVERLAY. GRIND AND PAVE
{ l
FULL STREET WIDTH OVERLAY REQUIRED.
I }
I
V:
I
i
rT
I '
r I
I r t
Ir 1 I
I� t
lr r
'
i
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4
EDGE OF EXISTING PAVEMENT
t
r )
' r*
-EDGE OF TRAVELED LANE (EDGE STRIPE)
! L -
/ / t
"
-- - VARIES: 4.5' WIN. (SEE STD PLAN 110.1)
/ I
' 1
-.(
- CENTER OF ANY MARKED LANE LINE.
PROVIDE NEW CHANNELIZATION AFTER
OVERLAY
E:: 1
- SECONDARY FULL DEPTH SAWCUT FOR
PROPOSED TRENCH
y
I
INITIAL 2' DEEP SAWCUT OR GRIND, AND
1
LIMIT OF FINAL OVERLAY. GRIND AND PAVE
J
FULL STREET WIDTH OVERLAY REQUIRED
1
.to
FOR TYPICAL SECTION AND NOTES SEE STANDARD PLAN
110.1
Sly. PUN - 110.2
PUBLIC WORKS
REQUIRED ""CUT, GRIND AND
PYk •1•.1)
DEPARTMENT
OVERLAY FOR LONGITUDINAL TRENCHES
�Q- -
,n
LANDING
GRADE BREAK
SEE CONTRACT PLANS -
4 - 0" MIN.
CEMENT CONCRETE
SIDEWALK - SEE NOTE 5
FLARE (TYP.)
318" EXPANSION
JOINT (TYP.) - SEE
STANDARD PLAN F-3D.10
GRADE BREAK
CURB. OR CURB
AND GUTTER - '
SEE NOTE 4
FACE OF CURB
MEASURED PARALLEL
TO CURB (TYP.)
ZJ
w
0
a
J
z
w
r
m
SPECIAL NO
IN THE EVENT TRANSVERSE PATCHES EXIS'
WITHIN THE AFFECTED STREET, THE LENGTI
OF THE PATCH SHALL BE EXTENDED TO
INCLUDE ANY EXISTING PATCH "THIN 10
FEET OF THE EDGE OF THE PATCH REQUIR
FOR THE NEW CROSSING AND ANY
SUBSEQUENT PATCH EDGE WITHIN 10 FEET
OF THE EDGE OF THE SECOND PATCH AND
SO ON UP TO A TOTAL OF 3DO FEET.
TRAFFIC FLC
2- HMA
2' TO 8- H
2' SAWCUT AND REMOVE
OR PLANE. SEAL WITH
AR-4000W
(EACH SIDE)
2' HMA
SAWCUT AFTER BACKFILL -
(EACH SIDE)
I I MINNIN 1. VA MIN I MIN r
7F GUTTER OR
3F PAVEMENT
ENTER ONE OR
.ANE LINE
1-� 6.5' MIN.
2' DEPTH OF
PLANING OR SAWCUT AND REMOVE
VARIES: 6.5' MIN.
T-111
1 �{ 1' 1'DEPTH OF EXISTING PAVEMENT
I MIN VARIES I MIN IT
MIN
_T
• 2- - BMIN. HMA (SEE NOTE 2)
6- CRUSHED SURFACING TOP COURSE (CSTC)
(9-03.9(3)) PER WSOOT STANDARD
SPECIFICATIONS, COMPACTED TO 95X MODIFIED
PROCTOR.
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03.19), GRAVEL BORROW (9-03.14(1)) PER
WSDCT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO 95%
MODIFIED PROCTOR,
WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED
IMPROVEMENT (SEE RD SPECIFICATION 2-09.4)
PLUS AN ALLOWANCEE FOR FOR ANYNY SHORING. SHORING, If PIPE ZONE BEDDING. MATERIAL- SEE STANDARD
NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1.
STANOARD SPECIFICATION 7-08.3(1)B
TRENCH WIDTH
FOR NOTES, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE
SVRSE PATCH FOR am. PUN - 110
0 PUBIC WORKS PLMMLE PAVEMENT OR RIGID PR 'ED-
DEPARTMENT PAVEMENT WITH OVERLAYit /1 `
A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH
CURB RAMP WIDTH - SEE CONTRACT PLANS
LANDING
I GRADE BREAK
CURB RAMP
SEE CONTRACT PLANS - CEMENT CONCRETE _
4'- 0" MIN SIDEWALK - SEE NOTE 5
I
PROVIDE SMOOTH TRANSITION
- TO SIDEWALK WIDTH
(TYP) SEE CONTRACT PLANS -
* 4'-0"MIN
318" EXPANSION
JOINT (TYP.) - SEE
CURB RAMP STANDARD PLAN F-30.10
GRADE y "'
BREAK TRANSITION TO SIDEWALK BUFFER. IF
PRESENT OR TO BACK OF CURB (TYP.) -
I I a : MI'M k SEE CONTRACT PLANS
CURB. OR CURB
AND GUTTER -
DETECTABLE WARNING SURFACE - SEE NOTE 4 B
I SEE STANDARD PLAN F-46.10
FACE OF CURB -
DEPRESSED CURB AND GUTTER -
CROSSWALK SEE NOTE 4
I
O CONTRACTION JOINT (TYP) - SEE STANDARD PLAN F-30.10
FOR CURB RAMP LENGTHS GREATER THAN 8' - 0- PROVIDE
1/4 R AT JOINTS
SCORE LINES TO BE RADIAL - A
IER TO CURB AND GL
1/2-X4- EXPANSION MATERIAL
1/4-R AT JOINTS
1/4-/F-T. SLOPE
1/2R , .
4- 1
"W-WIDTH OF SIDEWALK
1/2-X4- EXPANSION MATERIAL CELL CONK. CURB AND GUTTER
1/4"R AT JOINTS V
SCORE LINES
1/2'X5' EXPANSION
MATERIAL CURB RETURN
7 ONLY
1/2'R 1/4'/FT, SLOPE
4 1/2'R
PAVEMENT AS PER PLANS
PAVEMENT AS PER PLANS
STANDARD CEM. CONK. PARKWAY STANDARD CEM.
CURB AND GUTTER CONK. CURB AND
GUTTER
SECTION A -A SECTION B-B
SEE SHEET 2.b.1 FOR ROADWAY DEVELOPMENT STANDARDS
GENERAL NOTES:
JOINTS DUMMY JOINTS SHALL 0E PLACED NOT TO EXCEED Ir C/C NCR LESS THAN III C/G THEY SHALL
NOT BE LM THAN J/18' N TIHOMESS AND SHALL BE EXTBmED 2- BELOW THE GUTTER UNE. 1/2-
7HRU JON19 SHALL BE PLACED AT ALL COLD JOINTS AS DRECTEA In CM044 ER AND SHAD. EXTEND 1-
BELOW COIOCRETE
MME INC SDfMAUt IS TO BE PLAC:M AGAINST THE CURB AND CUTTER, THE JOINT SHALL I A COLD
JM(t 1/2-X 6- EXPANSION MATERIAL SHALL BE PLACED ARCM P.C.S TO P.T.•S AT ALL CURB RETURNS
1/2-X4- EXPANSION YATEII SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL.
THE CIDAIMEIE MIX FOR SIDEWALKS SMALL CONFORI/ TO THE REOUBRCLENTS OF MASS B (3/47 WTH AIR
ENTRAINMENT.
THE CONCRETE SHALL HAVE A BROOM FINISH MTH Ail, EDGES HAYM A 2 1/2' TOOLED FINISH.
SOBCRADE r.CUPACTION SHAD. BE 901 NODV1rA PRDCMRy TYPICAL SIDEWALK
ADOPTED
CrrY OF RE=N
+ +
9TANIDARD PIAti9
LSE DATE:04/04
_.. nwr NAZI Fnn7 CD PArF• 1711117
A
NOTES
CURB RAMP WIDTH 4'- 0" MIN,
1. At marked crosswalks, the connection between the curb ramp and the road -
LANDING MATCH CURB RAMP
WIDTH - SEE E CONTRACT PLANS
way must be contained within the width of the crosswalk markings.
I
2 Where "GRADE BREAK" is called out, the entire length of the grade break
GRADE BREAK
between the two adjacent surface planes shall be flush.
3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten-
ances on any part of the Curb Ramp or Landing, or in front of the Curb
Ramp where R connects to the roadway.
MIN SEE CONTRACT
4 See Contract Plans for the curb design specified. See Standard Plan
*
PLANS - 4'- 0" MIN
F-10.12 for Curb, Curb and Gutter. Depressed Curb and Gutter. and
BUFFER WIDTH -MATCH
Pedestrian Curb details.
TO CURB RAMP DEPTH
(TYP.)
5 See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See
v
Contract Plans for width and placement of sidewalk
6 The Bid Item "Cement Concrete Curb Ramp Type _" does not include the
adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian
Curb, or Sidewalks.
/
7 The Curb Ramp length is not required to exceed 15 feet (unless shown
CEMENT CONCRETE
otherwise in the Contract Plans). When applying the 15-foot max. length,
PEDESTRIAN CURB -
SEE NOTE 4
the running slope Of the Curb Ramp IS allowed t0 exceed 8.3%. Use a
single constant sloe from bottom of ram t0 t0 of ram to match into
DETECTABLE WARNING SURFACE -
the landing over a horizontal distance Of 15 feet DO not include the
SEE STANDARD PLAN F-411.10
abutting landing in the 15-foot max. measurement
DEPRESSED CURB AND GUTTER
8 Curb Ramps and Landings shall receive a broom finish. See Standard
CROSSWALK
Specifications 8-14.
9 Pedestnan Cut may be omitted if the ground surface at the back of the
Curb Ramp and/or Landing will be at the same elevation as the Curb
Ramp or Landing and there will not be material to retain.
PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0• MIN. OC PLAN VIEW
TYPE PERPENDICULAR A TYPE PERPENDICULAR B
DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER)
SEE STANDARD PLAN F-48.10
4'- T MIN. -� W- O" MAX (TYP.) GRADE BREAK
SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE -
SEE STANDARD PLAN F-30.10 * GRADE BREAK 5.0% MAX.
% .* * \ / TOP OF ROADWAY
LANDING CURB RAMP
ODEPRESSED CURB AND GUTTER -
1 SEE STANDARD PLAN F-10.12
SECTION O
CEMENT CONCRETE CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE CURB RAMP "TYPE
- PEDESTRIAN CURB - PERPENDICULAR "A" PAY LIMIT - SEE NOTE 8 PERPENDICULAR "B" PAY LIMIT
SEE NOTE 4
DETECTABLE WARNING SURFACE -
SEE STANDARD PLAN F-45.10
W R, TYP \�_ DEPRESSED CURB AND GUTTER -
SEE NOTE 4
CEMENT CONCRETE CURB
AND GUTTER - SEE NOTE 4
CURB RADIUS DETAIL O
PL
1 READY FOR SUBMITTAL
ENGINEERING2 1ST REVIEW REVISIONS
Surveyors & Civil Engineers 3 2ND REVIEW REVISIONS
P.O. Box 412 4 3RD REVIEW REVISIONS
Ravensdale, WA 98051
(206) 420-7130
www.PlogEngineering.com NO. REVISION
�_Swa<
ISOMETRIC VIEW
TYPE PERPENDICULAR A PAY LIMIT
LEGEND
- -
SLOPE IN EITHER DIRECTION
*
1.5 OR FLATTER RECOMMENDED FOR
DESIGN/FORMWORK(2%MAX.)
* *
7S% OR FLATTER RECOMMENDED FOR
DESIGN/FORMWORK (8.3% MAX.)
* * *
9.5% OR FLATTER RECOMMENDED FOR
DESIGN/FORMWORK (10% MAX,)
ISOMETRIC VIEW
TYPE PERPENDICULAR B PAY LIMIT
Iz-� pp TASy/� t{,
AO� P4p 28680
coA 01 STSV aG`
S/ONAL t.
/Cllcr, Scott
Jun 24 2016 7:20 AM
PERPENDICULAR
CURB RAMP
STANDARD PLAN F-40.15-03
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Cerpun , Nun
e4-11 Ct. Pk6 Jen 29 2016' '.2R 11
STATE DESIGN ENGNEER
MAW Washington State Deportment of T-ponation
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
CONSTRUCTIONS 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.
R-406216
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MXP
5/27/2020
MXP
SURVEYED
MXP
tic ALE
SEE GRAPHIC
VERTICAL: NA
HORIZONTAL:NAD1983JI93/1991
CIVIL PLAN S E T
UAIF
05/27/2020
MXP
1/05/2019
MXP
DATUM
CITY O F
11L•
' RENTON
Planning/Building/Public Works Dept.
H A E V I N RIDGE SHORT PLAT
RENTON WA
ROAD DETAILS
DESIGNED:KAM
MXP
F IE L'JFSOCK
PAH=c
MXP
04/05/202
MXP
MXP
05/27/202
MXP
DRAWN:
CM
ONE INCH
RAVING Nc.
080-18
CHECKED.
AT F111LNOT
ONE
IF NOT ONE INCH
SCALE ACCORDINGLY
5,IL1
BY
DATE
APPR
APPROVED
MXP
16 23
(D
Cl)
O
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00
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1
A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA
1
W
W
I
W
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL MGM
DIA111"m
REINFORCED OR PLAIN Cr
CONCRETE
ALL METAI PPE IS"
CPSSP'' tr
STD SPEC. 9-0520
•
- . F r oazt-
SOLID WALL PVC.
STD SPEC 9-05.72111
15,
LINE R3 BAR HK)OP FOR F HEIGHT
14CREI-IENI (SPACED EQUALLY,.
PROFILE WALL PVC.
STD SITE 9-05120
1S,
SEE NOIE 1
RECTANGULAR ADJUSTMENT SECTION
•CGRRl1GATED POl1'E rHYIENE SrOFM1
sT:wER PPE
e
�sE sE'E �
\
iH
NOTEss
0 AS ACCEPTABLE ALTERNATIVES TO THE RESAR SHOWN
N TIE PRECAST BASE SECTION. FIBERS (PLACED N
ACCORDANCE WITH STANDARD SPECIFICA'K)v
M W99 OR WIRE MESH .LAVING A MINIL"I AREA OF
0 12 SQUARE INCHES PER FOOT SIOLL BE USCDWTI
THE MINIMUM RECURRED REBAR SHOWN IN -HE
a
10
A;.TERNATAIE PRECAST BASE SECTONI W RE MES.-
SIALL NOT BE PLACED N THE KNOCXOU'S AS AN
�
I
'j
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN N
TIE RECTANGULAR ADN6TLENT SECTION. WIRE MAC!:,
"BAR EACH CORNER
-
�
1� I
/i
INNING AMINAtU/AREA OFOt2 SOl1ARE W(:IES 1'[F.
D BAR EACH SIDE
83 BAR EACH WAY
PRECAST BASE SECTION
E3 SAR H-OOP
FOOT LNV BE USED
2 THE KNOCKOUT DWETER SMALL NOT BE GREATER
THAN 20' KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF T MNMUM TO 2 5' MIAXAUM PROVIDE A I W
REANYRJ UM GAP BETWEEN THE KNOCKOUT WALL AND THE
OUTSIDE Or TH-E PPE AFTER THE PIPE 18 INSTALLED.
FILL THE GAP WITH/ JOINT MORTAR IN ACCORDANCE W-TH
STANDARD SPECIFICATION 94A 3
3 THE MIAXI0.14A1 DEFROM THE FINISHED GRADE TO
THE LOWEST PPEINVPTH ER- SHALL BE 5 FEET
4 THE FRAME AND GRATE MXUST BEATS-ALLCD WI'II IT,[
FLANGE DOWN
5 THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR. AND THE WALLS MAY BE SLOPED AT A RATE t : F
1H NV OR STEEPER
6 It-E OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION
I ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN RACED. USE GROUT TYPE 2 FOR
R3 BAR EACH NON SHRINK APPLICATIONS IN ACCORDANCE WITH
CORNER /r LOIN STANDARD SPCIFICATAN 9.20 3(2;
8 ALL GRADE RINGS AND CASTINGS SMALL BE SET IN
VORTARION N ACCORDANCE WITH STANDARD
CIF SPEICAT9 04 3 THEN APPLY NIORTAR TO NSICE
AND OUTSIDE OF A_L JOINTS RINGS. RISERS AND
FRIES
9 %"TAR SMALL BE LI.XED AND APPLIED PER
MANUFACTURER S DIRECTIONS
10 FRAME SHALL BE ADJUSTED TO PAVEMEIN- GRADE SY
ZAPPING UNTIL FRAMIE IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH
T • ALL MORTAR JOINTS SHALL BE TIMED FLUSI7 AMC
SEE FATE I REMWN VISBLE UPON COMPLETION
ALTERNATIVE PRECAST BASE SECTION
-- --- ., vLr SS 01HfRSMWF NO'f 0 DRAWING S NOT -O VALF (ITS'.
STD. PLAN - 200.00
PUBLIC WORKS FIT" Ln
DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018
OLI-DOWN SLOT. 1.-
66E OFTAK AND
NOTE 1
34 �.►
I
1
81R'
T
BOLT -DOWN SLOT DETAIL
ESSED LETTERING
5
1lOMETRNi
If 24'
I /R 6 EQUAL SPACES
�{
1 OIRECI `OF fLOW
T} �
1 "'MAX J -'
NOTES:
1 DOC-DOWN CAPABLLRY IS RECURRED ON ALL FRAMES. GRATES AND
COVERS. UNLESS OTHERWISE SPECIFIED PROVIDE TWO HOLES N
THE FRAME THAI ARE VERTICALLY ALIGNED MTN THE GRATE OR
COVER SLOTS THE FRAME SWILL ACCEPT THE 5/r-1/ NC R 7 ALLEN
HEAD CAP SCREW BY BEING TAPPED. OR OTHER APPROVED
MECHANISM LOCATION OF BGLT.DOWN HOLES VARIES BY
MANUFACTURER
2 REFER TO STANDARD SPECIFICATION 94515(2)FOR ADDITIONAL
REQUIREMENTS
3 FOR FRAME DETAILS SEE STANDARD RAN 204 00
UNLESS OIH(AW V %C'r �. DRAWING S NOr -O VAJ ;N IS:
STD. PLAN - 204.20
GAZ 9/28/2018 I
PUBLIC WORKS RECTANGULAR VANED GRATE
p� DEPARTMENT
PATE
Know what's below.
Call before you dig
1'
05/27/2020
CATCH BASIN FRAME AND VANED
GRATE PER STD. RAN 201.110
RECTANGU AR OR CIRCULAR ADJUSTMENT
SFCT.ITW,SFCTONSMAX 1
- MORTAR [TYP 1. SEE NOTE 5
4• MIN
2-MAX
16' MAX.
FLAT SLAB TOP
71.77.
AR- W. W. 121. 941.
W. Im OR IRA,
SEE NOTE 6, TYP
IS! MAX
FOR
L•ANlENANCE
STEPS 0"
LADDER
�o
.
T
1' MN
24'
2 5- MAX ••
'D' Rwa
MN.
4
REINFORCING STEEL �P )
1r� .
IT MILK
GRAVEL BADKFILL FOR PPE ZONE
1r BEDDING PER WSDO- STD.
SPECIFICATION SECTION 9F0312(3)
r
B-
I SEPARATE BASE INTEGRAL BASE I
PRECAST
PRECAST WITH -RISER
NOTES:
N..i F I r PS ARE RECURRED WHEN HEIGHT IS 4 OR LESS
THE NOT TOM OF 1 HE PRECAST CATCH aASW MAY BE
SLOPE O TO FACII RATE CLEANING
3 THE RECTANGULAR FRAME AND GRATE MUST BE
INSTALLED WITH THE FLANGE DOWN THE FRAME MAY BE
CAST IN10 THE ADJUSTMENT SECTION
4 KNOCKOUTSSHALL KAVE A WALL IHKW&SSOF 2'
M fN1MUM TO 2 5' MAXIMUM PROVIDE A I.S' MMIIMLIM OAP
BETWEEN ME KNOCKOUT WALL AMC) THE OUTSIDE OF THE
PIPE AFTER THE PIPE IS INSTALLED. FILL THE GAP WITH
JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 944 3.
S AI L GRADE RINGS. RISERS AND CAST INGS SHALI. BE SET
IN MORTAR N ACCORDANCF WITH STANDARD
SPECIFICATION SIN 3,
G WHEN CONNECTING TO A NEW PPE. USE A FLEXIBLE
CONNECTOR (KOR."EAL BOOT WITH CORRUGATED PPE
ADAPTER OR APPROVED EQUAL) WHEN CONNECTING TO
ANEXISTNGPK'E USE A FABRICATED SAID COLLAR Of
THE SAMF MATERIAL AS IMF CONNFCTING PIPF
I MORTAR SHAL, BE NXED AND APPLIED MR
MANUFACTURERS DIRECTIONS
8 fFAME SMALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETFRM%4FO WITH A STRAIGHT FOGE OF SUFFC*FMT
LENGTH
9 ALL MIORTAR:OSTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION
PUBLIC WORKS
UDEPARTMENT
VA31071
RENTO
i
CATCH
BASIN DIMENSIONS
MIN BASE
THICKNESS
CATCH BASIN
DIAMETER
MIN WALL
THECKNESS
MIPIIMIUM
W%(MUM DISTANCE
KNOCKOUT SIZE BETWEEN
KNOCKOUTS
AB•
4'
r
W
R'
be
: Y
r
r
42
41r
r
e
er
7T
6'
r
BY
12,
or
r
12'
Ir
1T
or
r
b1'
Ir
Z
to,
IT
9r
Ir
144
17
tr
108' 12'
PIPE ALLOWANCES
CATCH PPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
DIAMETER
CONCRETE
ALL METAL
SOLID WALL
CPSSPPVC'
►ROFLE WALL
PVC'
M•
N'
3P
24•
A;_
Yr
1.
Ar
3r
30•
1.
]r
ITC•
3r
47
3r
4r
42'
72-
42'
54,
Ar
441,
48-
M'
S1'
67
Sr
48•
46'
911-
tlP
TT
60•
48•
46-
12P
66•
84'
60'
48,
48'
144•
Tr
96'
60'
4r
48'
CORRUGATED POLYETHYLENE STORM SEWER PIPE ISM SPEC 90520)
7STO SPEC.905.120)
' STD SPEC 90512(2)
CATCH BASIN TYPE 2
Orr LETTERING
SOLT HOLES-3PLACES
EQUALLY SPACED 120' APART ON
23 1116' DIA B C
(1) r DA RCYOIOLE
oM aM MIRMW "NE,LETTERING
OA
314-
VT 21?
1 B RvYAP 1 �1
COVER SECTION VIEW
- 26 12- DA
25 1/n DA
IM'DA. NEOPRENE CASKET
[�/1r
h r
,�. 23 318' DA CL OPEN
27 Y16' DIA
34 118' OA
FRAME SECTION VIEW
OTH[RWISE %DIED. DRAWING IS MAT'o SCAU :NTS;
STD. PLAN - 201.00
GAZ 9/28/2018 I :
DAIS
COVER BOTTOM VIEW
13)BLT SM (ALLEN HEAD)
YS 1 •. F 1 5 SS RUSSER
WASI4 R
nL
EON BOLTINO DETAIL
1M' t7 Title-
1
Ir
R14r
GASKET GROOVE DETAIL
NOTES:
1. AL_ CC VERS SHALL BE LOCKING LID PER EJ No 3717C 1
OR APPROVED EQUAL
♦.- SS OTHERWISE NOTED. ORAWM IS NOT TO SCAU (NTH
DB STD. PLAN - 204.SO
':R DEPARTMENTPUBLIC WORKS STORM ROUND FRAME AND COVER 9/28/2018 1
s�
-vs-�-� ORIE
�1sTsr
9
ONAL�
PLO
ENGINEERING2
1
READY FOR SUBMITTAL
1ST REVIEW REVISIONS
Surveyors & Civil Engineers
3
2ND REVIEW REVISIONS
P.O. BOX 412
4
3RD REVIEW REVISIONS
Ravensdale, WA 98051
(206) 420-7130
www.PlogEngineering.com
NO.
REVISION
CLEAN SURFACE AND BOTTOM AREA
PROVIDE UNIFORM CONTACT THE SURFACE
AREA OF THE BASE SECTION LUST BE
VORIARED 10 THE 801 YOM AREA OF THE
ADJUSTMENT SECTION
MIMM MM MM R>•MM� •
BASE sECT1oN
NOTES:
I I it COVER OR GRATING OF A CATCH BASIN SHALL NOT OF. ADJUSTED TO FINAL GRADE UNIX THE FINAL ELEVATION O THE PAVE. MENT. GUTTER
DITCH OR SIDEWALK IN WHICH ITS TO BE PLACED HAS BEEN ESTABLISHED. AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO
MOOR rAR IN PLACE IN ACCORDANCE WI74 WSDOVAPWA STANDARD SPE CIFICATKON 1063.
J SHIMS SHA.I NOT BE USED TO SET FRAME 'O GPADF THE LUSH OF SHIMS IS PROHISITFO
3 A CONTNL4DUS LAYER of MORTAR SMALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRAR TO PLACEMENT
4 ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PEBUY I I E D WHERE THE BRICKS ARE STAGGERED TO CREATE A RUIN NG SUNG OR yK BONO
5 BASE SECTION SMALL BE SEALED TO THE BOT ION, AREAOF THE ADJUSTMENT SECTION W IH LIORTAR
6 MORTAR SMALL MEET THE REOUIFEMENTS OF WSDOTIAPWA STANDARD SPFCIFICATION UM 3
7 PICK, LIFTING HOLES ARE TO BE GROUTED WATER TIGHT USF GROUT TYPF 2 FOR NON SHRINK APPLIC.AT IONS IN ACCORDANCE WITH STANDARD
SPECIFICATION 920.3(7)
8 MORTAR SMALL BE MIXED AND APPL.EO PER MANLFACTLRER'S DIRECTIONS
9 FRAME SMALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL rRAVE IS RUSH WITH PAVEMENT AS OCTCRMINED WITH A STRAIGHT EDGE C'
SUFFICIEN- LENGTH
10 ALL MORTAR JONTSSMALLSE IRIMP*C)ILUSH AND REMAIN V.SIBLE UPONCONKPLETK)N
UNMS601NEIIWIM NOTED, DRAWING S ACT -0 SCALE (NIS)
STD. PLAN - 202.00
• PUBLIC WORKS CATCH BASIN INSTALLATION
DEPARTMENT GAZ - -
9/28/2018 1
DATE
R6 BARS a 7- SPACING
2(r124' 24'
4r DA 04
DIAL HOLE
LT (TYP I
1r 1
1 NIN
2172 VA?
W or 96- FLAT SLAB TOP
XS BARS $ F SPACING
2W.24. 24' DA
AA' DA OR SC
DIA. HOLE
�IMFLzz` 2 !TYP 1
1 � U I
2 Ili MAX
72- FLAT SLAB TOP
4 BARS a 6- SPACING
20i121. OR
24'DIA HOLE
rRYP.)
I- MIN
I?MAX
48 54% or 60" FLAT SLAB TOP
ICI)
ITYP)
4r
MAIL
L
r-r
r
T-
PREFABRICATED LADDER +_7
STEP
{� 24-
I MN
Ir
1
__N\
24'
MIN
1r MN
AT MAX
.-
III- MIN
TYPICAL ORIENTATION
ECCENTRIC
CONE SECTION
F R ACCESS AND STEPS
Y
1i fi 34'
s•
5 ,I
ONE■3 NAR HOOP FOR B- 1
HEIGHT INCREMENT ISPACED �I
EQUALLY), SEE NOTE - 1
2' OR 24-
ONE 03 BAR HOOP FOR 6' rEKiNT
44CREMENT ISPACED EQUALLY), CIRCULAR ADJUSTMENT SECTION
SEE NOTE I
RECTANGULAR ADJUSTMENT SECTION
NOTES:
I AS AN ACCEPTABLE ALTERNATIVE TO REBAR. WIRE MESH, HAVING A MINIMUM AREA OF
0-12 SQUARE INCHES PER FOOT MAY SE USED FOR ADJUSTMENT SECTIONS
LNUSS OTH[RWIV NOTO. DRAWING S NOT TO SCALL INES)
cm STD. PLAN - 204.60
PUBLIC WORKS MISCELLANEOUS DETAILS FOR
?„ DEPARTMENT DRAINAGE STRUCTURES 9/28/2018
Ali
MXP
05/27/2020
MXP
suRveveD
MXP
MXP
11l05/2019
MXP
DESIGNED
MXP
MXP
04/05/202C
MXP
MXP
05/27/202
MXP
DRAWN
M
CHECKED
MXP
BY
DATE
APPR
APPROVED
MXP
BOLT•r)0" HOLE (TYP) - SB•.
I I MC SEE DETAIL AND NOTE 2
O
TOP
RECESSMALLEN
NERD CAP BD IE W
5M'-11 "CRT
oAn
! Iw r
SECTION BOLT -DOWN DETAIL
SEE NOTE 2
N 1M
SECTION A
SEE DETAIL - ISOMETRIC VIEW
/ 7Ir ur
2W \ W
�/ 1 w• ') NOTESe
1 71,116 FRAME IS DESIGNED TOACCOMMODATE 2V- 2r GRATES OR COVERS.
I 4 W SEE STANDARD PLANS 2D4 10,204 20 204 30 AND 204 40
I 1 Sir 2 BOLT DOWN CAPABILITY IS REQUMD ON ALL FRAMES GRATES. AND
COVERS. UNLESS OTHERWISE SPECIFIED PROVIDE TWO HOLES IN THE
1 t yr FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS
THE FRAME SHALL PTIHE SW 11 NCr ALLEN HEAD CAP SCREW
3W OEM TAPPED. ORAOTTHHE APPROVED M CXHANISM LOCATIONOr BY
SOLT-DOWN HOLES VARIES BY MANJFACTURER.
\ 2 T? 3. REFER TO STANDARD SPECIFICATION 905.15(Z) FOR ADOITIONK
RETAIL REQUIREMENTS.
\ / :
uRKEss OTHIRW'ISr Notf D DRAWING S NCT -O SCAL[ IN TS;
STD. PLAN - 204.00
PUBLIC WORKS RECTANGULAR FRAME OWINIRRn 9/28/2018
DFPARTMENI GAZ
Alf1'
(1-IEII
EE NOTE 3 TRENCH WIDTH(.
PPE ZONE BEDDING AND BACFLL SEE NOTE 1 -///r//�/7771
FOUNDATION
Ava -�
PPE ZONE BEDDING AND
BACKFILL. SEE NOTE 4 -
FOUNDATION
LEVEL -�
l FOUNDATION MATERIAL,
IF REOURRED. SEE NOTE 5
CIRCIN.AR PIPE
TRENCH
SEEEE NOTETE 3 3
SPAN r r
7
RISE
TTT--- FOUOATIONMATERLAL. r
IF RECURRED. SEE NOTE 5
PIPE • ARCH
RIGID PIPE NOTES.
1 PIPE COMPACTION .MITS SAWN ON THIS PLAN ARE FOR PPE
CONSIRUCION INAN EMBANGIENI FORPIPE CONSTRUCTION -N
A TRENCK THE HORIZONTAL LIMITS OF THE PIPE COMPACTION
ZONE
SMALL BE THE wins Of THE TRENCH
2. 0.0 IS EQUAL TO THE OUTSIDE DIAMEIER OF A PPE OR THE
OUTSIDE SPAN OF PIP F ARCH
3 BEE STANDARD WSDOTAPWA SPECIFICATIONS SECTION 2.094 FOR
TRENCH WIDTH
P" TYR
MINIMUM
PINLIC7
PIWATET
ALLOWEDIN ZONE 1
COVER EFT)
OF THE APAT
CORRUGATED
20
YES
YES
YFS
STEEL PIPE
SPIRAL RIB STEEL
20
TIES
YES
Y1S
PIPE
PUN CONCRETE
CP)
PCP
20
NO
YES
NO
REINFORCED
CONCRETE PIPE
110
YES
YES
NO
(RCP)
CORRUGATED OR
SPIRAL in
20
YES
YES
NO
A UMMM PIPE
YFS
DUCTILE IRON PIPF
1.0
YES
YES
4 PIPE ZONE BEDDING AND SACIKF ILL MATERIAL SMALL BE PLACED IN
W LOOSE LAYERS AND COMPACTED 10 96%MAXIMUM DENSITY
CIRCULAR PPE
5 EXCAVATE LAWASU MATERIAL DOWN TO FIRM SOB. AND REPLACE
MINIMUM DISi ONCE
WI TH FOUNDAT ON MATERIAL CLASS A OR B PER STANDARD
DWIETER BETWEEN BARRELS
WSDOTIAPWA SPECIFICATIONS SECTION 9.03 17
1T TO 24•
.r
3r TOW
DIAMETER/3
I0TTO19V
4r
GRAVEL BACKS ILL FOR RIPE ZONE SEJD'NG IW3007 9-03 12; 3))
OR MANTE NANCE ROCK;WSOO' 903'h4)I
PIPEYARCN
SPAN
YBEMLM OWANCE
EETYrtEIE IM MUE
r7T03r
IT
4T TO t42.
SPAN 13
148' TO +99-
48'
'LESS DTHTRWISE NOTED DRAWING SNOI'O SCALE[-7%1
STD. PLAN - 220.00
PUBLIC WORKS PIPE ZONE BEDDING AND A"FR L
DEPARTMENT COMPACTION RIGID PIPE GAZ 9/28/2018 I
DATE
SCALE
VERTICAL. NAVD 1988
SEE GRAPHIC HORIZONTAL NAD1983,1991 CITY OF
ONE INCH DATUM . RENTON
AT FULL SCALE
IF NOT ONE INCH Planning/Building/Public Works Dept.
SCALE ACCORDINGLY
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 CONSTRUCTIONS
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.
:45 AF
:4S AN
R-406217
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CIVIL PLAN SET
HAEVIN RIDGE SHORT PLAT
RENTON, WA
DRAINAGE DETAILS
DATE
05/27/2020
FIELDBOOK
PAGE
DRAVANC NO
080-18
SHEET OF
17 23
0
m
v
O
C]
CA
Ln
CD
N
O
O
O
I
Q
J
CTJ
T_
O
O
AO
1
r
N
CD
O
DncuSign Envelope ID 6EECF586-602A4E4A-B436-A317AA638878
IT
0
W
t\
W
W
U)
TABLE: ARBORIST WOOD CHIP MULCH GRADATION
SIEVE SIZE
PERCENT PASSING
64NCH
100PERCENT
24NCH
95 TO 100 PERCEN 1
1-INCH
70 TO 100 PERCENT
511-INCH
0 TO 50 PERCENT
US N0. 4
0 70 30 PERCENT
DESIGNER TO SPECIFY V:ATER STOWAGE ELEVATION
OVERFLOW STRUCTURE PER STD PLAN
FOR EDGE TREATMENT OPTIONS 262 40 UNLESS SPECIE IED OI HERWIBE
SEE STD PLAN 262.20
SIDEWALK OR LANDSCAPING
BOFf WIDTH SIDE SLOPE AT TREE, SEE NOTE 9
777--- ROADWAY' 6' MIN MIN 16'
/ PARKING LOT TOP Of SANK 6 MN
/ 6' MW
ELEVATION
j 2'-11 PONDING FREEBCJARO
DEPTH
IF
6• '
1 � I
iWWSl r10N IONIC2 5 MIN SOIL � I H
SEE STD PLAN 26220 ,Y.'E� y{�,�2•�'• .1 l�'
.5 >` 4Y +"
r�'DEPTM ARBOW5T : 1: IFMIN
WOOD CHIP MULCH. % t ANGLE OF REPOSE
SEE NOTE 7
BIORETENTION SOIL MIX IBSM,
12' MIN SEE NOTE S
t
UNDERDRAIN AGGREGATE
SEE NOTE 8
OVERFLOW TO STORM MAIN -
SCARI11E0 AND UNCOMPA1110 SUBGRAUE
LOW PERMEABILITY LINER SEE NOTES I AND 2
WHEN REQUIRED SEE NOTE 3 -
UNDERDRNN SEE NOTE
GRAVEL BASE SEE STD PLAN 76240
1 AVOWCOMPACTION Of EXISTING SUBGRADE BELOW BASIN
RAD 2 SCARIFY SUBCE TO A DEPTH OF 3INCHES MINIMUM IMMEDIATELY PRIOR TO PLACEMENT OF MORE TENTION SOIL MIX ANO LNDIERDRAIN AGGREGATE
EXCEPT WHEN LINER IS REQUIRED
J LINER TO BE INSTALLED ONLY WHEN REQU(DRY)
IN THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDMI LOW PERMEABILITY LINER TI
BE 30 MIL MIN GECMAEMBRAE LINER OR 12 INCHES MIN CLAY LINER CLAY LINER TO BE COMPACTED TO 95%MINIMUM DRY DENSITY (ASTM 008,
WITH AT LEAST 30%CLAY PARTICLES PASSING (ASTM D4221 AND AT LEAST 15% PLASTICITY INDEX (ASTM 04316)
4 LNDERORAIN TO WMIN(PRIVATE I.B•MN(PUBLIC) SLOTTED PVC PER ASTM D17I5 SCH 40 SLOTS SHOULD BF CUT PERPENDICLA AR TO THE LONG AXIh
OF THE PIPE AND BE 0 04 TO 0 069 INCHES BY I INCH LONG AND BE SPACED 0 25 INCITES APART (SPACED LONGITUDINALLY) SLOTS SHOULD BE ARRANGE L)
N FOUR ROWS SPACED ON 45-DFGREE CENTERS AND COVER 1,20E THE CIRCUMFERENCE OF THE PPE SLOPE PIPE AT 05%MIN UNLESS OTHERWISE
SPEC IFFED PROVIDE ONE CLEANOUT MN. PER 100 FEET OF UNDERDRAIN. AND AT EACH END SEE STD. PLAN 22600 MATCH CROWN ELEVATION OF
UNUE RDRAIN IO OW RI IOW PIPE LNL E SS O T HE RWISE SPECIFIED
5 16• MIN SIORETENTION SOIL MIX ON BOTTOM AND SIDES TO TOP OF PONDING AREA BIORE TENTION SOIL MIX TO MEE T STD PLAN 262 W
6 UNDERDRAIN AGGREGATE TO MEE T STD PLAN 26260
I ARSONIST WOOD CHIP MULCH TO MEL 1 510 PLAN 262 W
8 MAXIMUM LONGITUDINAL SLOPE (ALONG DIRECTION OF FLOW) OF BIORETENTION SWALES SHALL BE 6%
9 WHERE NOT CONFLICTING WITH REWIRED CLEARANCES OR UTILITIES TREES MAYBE LOCATED IN MORE TENT ION REDUCE BOTTOM WIDTH 706INCHES
MINIMUM AND INCREASE SIDE SLOPE TO 1 5H IV ADJACENT TO TREE TREES TO BE LOCATED ONLY OUTSIDE OF LINER FOR LINED FACILITIES
GENERAL NOTES:
.'.'.JAR UTILITY SETBACKS ARID PROTECTION MEASURES MUST CONFORM TO CURRENT CITY STANDARDS. STD PLANS 26500, 265 10 AND 26520 AND
�I I TLN UTILITY PROVIDER REOUIREMEN IS COORDINATE WITH CITY ENGINEER IN THE EVENT OF U TILITY CROSSINGS OR CONFLICTS
2 SSM PLACEMENT, GRADING AND CONSOLIDATION SHALL NOT OCCUR WHEN THE SSM IS EXCESSIVELY WE I UR HAS BEEN SUBJECTED 70 MORE THAN
1,70F PRECIPITATION WITHIN 48 HOURS PRIOR TO PLACEMENT EXCESSIVELY WET IS DEFINED AS BEING AT OR ABOVE 22% SOIL MOISTURE BY A
GENERA TOOL S AND INSTRUMENTS D_SMA500 PRECISION DIGI TAL SOIL MOISTURE METER WITH PROBE ION EOUNALENI) THERE SHOULD BE NO
VISIBLE FREE WATER N THE MATERIAL THE CONTRACTOR SHALL PUCE BSE4 LOOSELY WITH A CONVEYOR BELT OR WITH AN EXCAVATOR OR LOADER
FROM A HEIGHT NO HIGHER THANIS FEET UNLESS OTHERWISE APPROVED BY THE ENGINEER II E DO NOT DUMP MATERIAL DIRECILY FROM TRUCK
INIO CELL( COMPACT SSM USINGNONMECHANICAL COMPACTION METHODS IE.G BOOT PACKING. HAND TAMPING. OR WATER CONSOLIDATION) TO
93% IS 2%) OF THE MAXIMUM DRY DENSITY PER MODIFIED PROCTOR TEST (ASTM D15571. OR AS DIRECTED BY THE ENGINEER
SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REOUIREME47S
UNLISS OTHE R WISI NOII (I. (MA WING IS NOT TO SCALf (NTS(
STD. PLAN - 262.10
% PUBLIC WORKS BIORETENTION SECTION D
DEPARTMENT (WITH UNDERDRAIN) GAZ 9/28/2018 1 :
DAII
DocuS,gn Envelope ID 6EECF586-602A-4E4A-B436-A317AA6;t8H; tl
UNDERDRAIN AGGREGATE
TABLE: UNDERDRAIN AGGREGATE GRADATION
SIEVE SIZE
PERCENT PASSING
314-INCH
100 PERCENT
V4-INCH
30 TO 60 PERCENT
US NO 6
20 TO 50 PERCENT
us NO SO
3 TO 12 PERCENT
US NO 200
0 TO I PERCENT
UNOtHORNN AGLoRELIA1E MVSI CONSMI OF SCREENED SAND. GRAVEL OR OTHER INERT MATERIALS, OR COMBINATIONS
THEREOF FROM SOURCES APPROVED BY THE ENGINEER. HAVING HARD. DURABLE PARTICLES FREE FROM ADHERENT
COATINGS THE MATERIALS MUST BE WASHED THOROUGHLY IO REMOVE CLAY. LOAM ALKALI ORGANIC MAI PER OR OTHER
DELETERIOUS SUBSTANCES PARTK;L ES HAVING A SPECIFIC GRAVITY LESS THAN 19S MUST NOT EXCEED 1 0 PERCENT OF
THE TOTAL WEIGHT ORGANIC MATTER. BY CALORIE.(( TRIO TEST. MUST NOT BE DARKER THAN THE REFERENCE STANDARD
COLOR (ORGANIC PLATE NO 3) MSHTO 721 UNL [ 1 HER TESTS PROVE A DARKER COLOR TO BE RARMESS
BIORETENTION SOIL MIX
BIORETENTION SOIL MIX IBSMI SMALL BE A WELL -BLENDED NOMOGE14EOUS MIXTURE OF 60 TO 65 PERCENT BY VOLUME MINERAL
AGGREGATE FOR BIORETENTION SOIL AND 35 TO 40PERCENT By VOLUME: COMPOST AS DETAILED IN THE TABLES BELOW
MINERAL AGGREGATE FOR BIORETENTION SOIL
LE: MINERAL AGGREGATE GRADATION MINERAL AGGREGATE FOR SIORETENTION SOIL MUST BE FREE OF WOOD,
WASTE COATING. DRAM' OTHER DELETERIOUS MATERIAL ANDALL
SIEVE SIZE PERCENT PASSING AGGREGATE PASSING THE NO 200 SIEVE SIZE MUST BE NON PLASTIC
18-NCH 10f1 PERCENT MINERAL AGGREGATE MUST BE ANALYZED BY AN ACCREDITED LAB USING
141E SIEVE SIZES NOTED IN THE TABLE TO THE LEFT AND MUST MEEI THE
U S NO 4 f15 TO t00 PERCENT REQUIRED GRADATIONS
TAB
us NO t0
15 TO UD PERCENT
us NO 40
25 TO 40 PERCENT
US NO 100
4 TO 10 PERCEN T
U S NO 200
2 TO PERCENT
COMPOST
TABLE: COMPOST GRADATION
SIEVE SIZE
EIIN. PERCENT PASSING
2INCH
100 PERCENT
IINCH
99PERCENT
5B-NCH
90 PERCENT
1 44FICH
75 PERCENT
COMPOST MUST ORIGINATE A MINIMUM 65 PERCENT BY VOLUME FROM
RECYCLED PLANT WASTE COMPRISED OF YARD DEBRIS, CROP RESIDUES.
AND BULKING AGENTS, AND MEET THE DEFINITION OF 'COMPOSTED
MATERIAL"IN WAC 173.350100 COMPOST SMALL HAVE A MOISTURE CONTENT
THAT HAS NO VISIBLE FREE WATER OR DUST PRODUCED WHEN HANDLING
THE MATERIAL COMPOST SHALL HAVE AN ORGANIC MATTER CONTENT OF 40
PERCENT TO 65 PERCFNT BY DRY WFIGHT A CARBON TO NITROGEN RATIO
BELOW 251 AND A DM BE TWEEN 60 AND 50
ABORIST WOOD CHIP MULCH
ARBORIST WOOD CHIP MULCH SMALL BE COARSE GROUND WOOD
CHIPS IAPfNROXIMATELY trr TO W ALONG THE LONGEST DIMENSION:
DERIVED FROM THE MECHANICAL GRINDING OR SHREDDING OF THE
ABOVE -GROUND PORTIONS OF TREES IT MAY CONTAIN WOOD WOOD
FIBER BARK BRANCHES AND LEAVES. BUI MAY NOT CONTAIN
WEEDS. WEED SEEDS- OR VISIBLE AMOUNTS OF SOIL
UNLESS DINE RWISI NOVEL, UKAWING 6 NOT TO SCALE (NTS.
UNDERDRAIN AGGREGATE, STD. PLAN -262.60
PUBLIC WORKS BIORETENTION SOIL MIX, AND MULCH G� 9/28/2018 1 �iC DEPARTMENT
SPECIFICATIONS
CAT[
Know whays below.
Call before you dig
45
45
A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNT f
DocuSlgn Envelope ID 6EECF586.602A-4E4A-8436-A317AA638878
P MN . SEE TOP OF SANK
NOTE I ELEVATION
6- MIN
CONCRETE CURS, SEE STD PUN 101 P FREEBOARD
2%
STREET —a
TTOP OF PONDING
L �
5 I -
TRANSITION ZONE SOIL SEE NOTES 7 AND 3 .L •=
2'4'DEPTH ARBORIST WOOD CHIP MULCH SEE SOD PLAN
263 fi0 .•,jt. ,�
BFURE IENIION SOIL MX SEE NOTE 4
BNIRETENTION ADJACENT TO CURE
L 6• MN. BEE
IF- NOTE 1
SIDEWALK- DRIVEWAY, OR
ITTMIN1• DRM1/G SURFACE
FREEBOARD �
TOP OF PONDING
TRANSITION ZONE SOIL. SEE NOTES 2 AN0 3
1" OEPtH ARBORIST WOOD CH•P MULCH. SEE STD PUN 262 60
SIORETENTION SOIL MIX SEE NOTE 4
SIORETENTION ADJACENT TO SIDEWALK, DRIVEWAY, OR
DRIVING SURFACE WITH FLUSH OR NO CURB
NorEs: --— - - ---
I SHOULDEFULEVEL AREA WIDTH TO BE 5-INCH MIN IN AREAS WITHOUT PARKING PLANTINGS ADJACENT TO PARKING SMALL Of
SELECTED AND SPACED TO ALLOW ACCESS TO VEHICLES
2 COMPACT TRANSITION ZONE SOIL IMMEDIATELY BEHIND CURB TO 90% MAX STANDARD PROCTOR DENSITY IASTM DESBI
3 TRANSITION ZONE SOIL SMALL BE BIORETENTION SOIL MIX OR AMENDED SOIL PER GENERAL NOTE I
4 IFMINIMUM SIORETENTION SOIL MIX PER STD PLAN 262 60 TO TOP OF PONDING DEPTH
GENERAL NOTES:
1 SOIL AMENDMENT SCARIFY OR TILL SUBGRADE TO 3 INCH DEPTH PLACE 3-INCHES OF TOPSOIL ON SURFACE AND TLL INTO
51NCHES OF SITE SOIL SCARIFICATION DOES NOT APPLY TO LINED FACILITIES TOPSOIL SMALL HAVE A MINIMUM ORGANIC
MATTER CONTENT OF 10% DRY WkKL HI IN PLAN I ING REDS AND 5% IN TURF AREAS AND A PH FROM 00 TO 6 O OR MATCHING
THE PH OF THE ORIGINAL UNDISTURBED SOIL
2 SEE STD PLAN 262 30 FOR CURS CUTS
3 FOR FACILITIES WITH LINERS, PROVIDE LINER ANCHOR PER WSDOT SPECIFICATICNS 8-29 3(2)
4 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS
JNlf S.S OTHERWISE NOTED. DRAWING 15 NOT TO SCALE OATS)
tGjAd
TD. PLAN - 262.20
U PUBLIC WORKS BIORETENTION - EDGE TREATMENTS -1� DEPARTMENT 9/28/2018 I
u4n
DocuSlgn Envelope ID 6EECF586.602A-4E4A•8436-A317AA638878
RANTING BEOSUNDSTURBED UNDISTURBED TURF ILAWNI AREAS
VEGETATION SEE NOTE I SFF NOTE I
UNDISTURBED GRASS SEED OR SOU
NATIVE VEGETATION I'RT-i T 111 0
UNDIES T URSED NA T NE SOIL UNOIS 1 URGED MA I IVE SOIL
OPTION 1 - NO DISTURBANCE
RANTWO BEDS TURF ILAWNI AREAS
J•-V AREORIST WOOD CARP MULCH.
SEE STD. PLAN 262 60
0•
3.Of COMPOSE INCORPORATED
INTO 5' OF SITE SOIL (TOTAL
AMENDED DEPTH OF 9 S. FOR A
SETTLED DEPTH OF W)
GRASS SEED OR SOO
1 7S OF COMPOST INCORPORATED IN 10
6 25'OF SITE SOIL (TOTAL AMENDED DEPI�-
OF 9 V FOR A SETTLED DEPTH OF r I
6 I I I
�• - I SUBSOIL SCARIFIED 4• BELOV,
SUBSOIL SCARIFIED 4' BELOW II. COMPOST AMENDED LAYER
COMPOST AMENDED LAYER - 02•BELOW SOIL SURFACE(
ItrBELOW SOIL SURFACE) I•
1r
OPTIONS 2,3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND
PLANTWGSEDS TURF LAWN) AREAS
'4' ARBOF41S I
W000 GHCRP
GRASS SEED OR SOO
MULCH SEE SYD
f
P
PLAN 262 60
_
I I . _-IN'I
NOTES:
I I r - `i 11
I {- •_ _ �E_
t AREAS OF NO DISTURBANCE TO BE FENCED
_
I I
AND EXISTING VEGETATION AND SOIL TO BE
6' IMPORTED
PROTECTED FROM CONSTRUCTION IMPACT'.
TOPSOIL PAX
W IMPORTED
TOPSOIL MIX
(COMPACTED
(COMIPAC
TIED
GENERAL NOTES:
DEPTH(
T
pEPTRI
1 TO MEASURE SE TILED DEPtM WATER SOIL
SUFFICIENTLY TO FULLY SATURATE WITWXJT
- i
rd I
CAUSING EROSION
U y.
TETt
SUBSOIL IS
2 COMPOST TO MEEI STO PLAN 26260
SUBSOIL Is
SCARKIED 6'
IT E--
- 711111
_
SCARIFIED 6
BELOW IMPORTED
J COMPACTION OF TOPSOIL TOURER[ REWRE
BELOW 1MPOpTEO
-
__
TJ
TOPSOIL MIX
TO BE TO A5% OF STANDARD PROCTOR
TOPSOIL MIX
I
4 SEE CONSTRICTION MANS FOR SPECIFIC
1Y - I{
PROJECT REQUIREMENTS
OPTIONS • IM 'ORTED TOPSOIL
uvuu OMERVASE Novo, DRAWING o NOT 10 sGLLE D4TSI
STD. PLAN - 264.00
PUBLIC WORKS
L' -jam
DEPARTMENT
SOIL AMENDMENT SECTIONS
GAZ 9/28/2018 1
lIA Il
05/27/2020
45
DocuSign Envelope ID 6EECF5B6.602A-4E4A-6436-A317AA638878
MATCH MATCH
F� GUTTERCID
WIDEN I ' WIDTH
.
STREAMBED
tY MIN S 6 COBBLES,
SEE NOTE 3
Js P I
1S•-21- • •TAPER• ITYP 1 •.
I/ DESIGNER C5 OO lY
S NOTE 7 SPECIFY. : 9iLOYN A I
SEE
A r OO O
*\ GIN"
TAPER GUTTER AT CURB CUT 10 MATCH
GV I I LH SLOPE UPSLOPk AND
DOWNSLOPE OF CURB CUT
PLAN
CURB
WEE NOTE I
�S
J ~
PLASH APRON
r GUTTER DEPRESSION
AT FLOWLRE
GUTTER UPSLOPE AND TYPICAL SIDE SLOPE
OOYWISLOPE OF CURB CUT YJ' — AMBOI415I IP/(JOO CHIP
SLOPE \ 23 MULCH, SEE STD. PLAN 26200
�+ INFLOW VMN. FREEBOARD
ROADWAY ' • L _
'• 1• DROP TO COBBLES a• IF
4-CRUSHED SURFACING 5'''�.•,r` 1 I
11'4- LOURSk 1 :: I y�jf••�BF�A•.,�J1�E, `• ` •-•�Y�=.L, • I
COMPACT SOIL BELOW ts� ~;!'(hIFD�'
+!%' r
COBBLES SEE NOTE (01114
YftVC� N�y +=hf^•L�.3jY_ •,t,-T'
yY� T �� --,A •, -•, �L
NOTES: SECTIONA UNI:QMVAC ItOB ORE TENT —SOIL
MX IBSMI SEE STD PLAN 21i21i0
I SEE STD PLAN 262 20 FOR EDGE TREATMENT OUTSIDE INLET AREA
2 INLET CURB CUT WIDTH SHALL BE 24.ON GUTTER SLOPES 4 5% AND IF ON GUTTER SLOPES . 5%
I STREAMSED COBBLES SHALL BE 6• COBBLES PER WSDOT 9-03 1112, COBBLE PAD TO BE S- THICK WITH T I SIDE SLOPES. TAPERING TO 12•
WIDE AT FACILITY BOTTOM
4 COMPACT SIONETENTION SOIL MIX UNDER COBBLES TO 90% MAX STANDARD PROC TOR DENSITY (ASTM D6961
GENERAL NOTES:
I BOND NEW CURB AND GUTTER TO EXISTING CURB AND GLITTER WITH EPDXY AND DOWEL CONNECTION. IF RETROFITTING INTO EXISTING
CURBLNE REFER r0 STO PLAN 101 10 FOR EXPANSION JOINT DETAIL
'.:,EE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REOIREMENTS
V NI f' 5 OI Ht RWISE NOTED, DRAWING IS NOT TO SCALE LMSI
STD. PLAN - 262.30 oatthPUBLIC WORKS
DEPARTMENT BIORETENTION CURB CUT INLETS GAZ 9/28/2018 1
()Ali
DocuSlgn Envelope ID 6EECF586-602A-4E4A-B436-A317AA638878
45
DncuSign Envelope ID 6EECF5B6-602A-4E4A-B436-A317AA63B876
CAST IRON BEEHIVE GRATE
AND FRAME SEE NOTE I
CATCH BASH ADJUS
REQUIRED UkS1GN1
OPTIONAL FOR B• STREWSEO COBBLES
PER WSDOT "311712) SEE NOTE 2 �\
DI
CIL
�
T. J
SEE NOTE 3
VARIES. 5 MAX
LAND
SEE NOTE 41TYP 1 -
SEE
1; 1J9N
� I I I I I1111111111111111
CATCH BASIN TYPE 1 P
STD PLAN 200 00 OR 0
STORM DRAIN PIPE
STRUCTURE VAIN APP
OESIGNER 10 SPECIFY MIN SUMP
CONCRETE BASE
6' MN J
B' MN
GRAVEL BACKFILL FOR DRAI',
COMPACT PER WSDOT STD
NOTES:
1 FRAME AND GRATE SHALL BE LOCKING AND GRATE SHALL BE BOLTED TO FRAME FRAME SHALL CONFORM T(
B-30 10.01 GRATE TO BE DUCTILE IRON BEEHIVE GRATE FITTNG 20•A24' FRAME OLYMPIC FOUNDRY PART SM
STANDARD SPECIFICATIONS 905 IW)
2 MINIMUM STREAMED COSSLE DIAMETER SHALL BE LARGER IRAN MAXIMUM GRATE OPENING
3 ALL GRADE RINGS AND CASINGS SHALL BE SET INOR MTAR INACCORDANCE WITH STANDARD SPECIFICATIO
MORTAR TO INSIDE ANo OUTSIDE OF ALL JOINTS RINGS, RISERS. AND FRAMES
4 WHEN CONNECTING TO A NEW PPE USE A FLEXIBLE CONNECTOR (KOR,!J-SEAL BOOT WITH CORRUGATED Pit
EQUAL 1 WHEN CONNECTING TO AN EXISTING PPE. USE A FABRICATED SAID COIIAR OF THE SAME MATERW
GENERAL NOTES:
1 PLANT SPACING WITHIN FACILITY TO ALLOW MAINTENANCE ACCESS TO STRUCTURE
2 12-NCH MIN CLEARANCE WITHIN OVERFLOW STRUCTURE SMALL BE PROVIDED FOR MAINTENANCE ACCESS
' OVERFLOW PIPES MUST BE LOCATED AT AN ELEVATION HIGHER THAN THE STORM DRAIN HYDRAULIC GRADE
INTO THE SIORETENTION FACILITY
4 OVERFLOW STRUCTURE SHALL BE LOCATED WITHIN 10 FEET OF ROAD EDGE FOR MAINTENANCE ACCESS UN
OVERFLOW STRUCTURE MAY BE LOCATED N SIDE SLOPES
SFE CONSTRUCTION PLANS FOR iPFCIFX' PROJECT REOUIRFMENTS
UNITS
PUBLIC WORKS BIORETENTION - OVERFLOW OUTLET
DEPARTMENT STRUCTURE
VAh
n
II
T
11
II I
J
V MIN CURB CUT 10
EDGE OF CATCH BASIN
CATCH BASIN
II
I -
SC I I UTILITY MAIN
1 I I CROSSING A
�'
'—
—— --- - . — — —
— — — --
— — — — --
_----L
-----------------
— — — — — — —
— — — —--
UTILITY
�E
\ _ CROSSINGRVIC
B10RETENTION FACILITY
_J
�I
I
W
OPTIONAL UTILITY 1RENC-H DAM 1 TIP I
DESIGNER TO SPECIFY
GENERAL NOTES:
' ABANDONED UTILITIES WITHIN FOOTPRINT OF FACILITY AND OBSERVED DURING CONSTRUCTION MUST BE REMOVED, COORDINATE WITH MUNICIPAL OR PRIVATE
OWNER AND ENGINEER
2 HORIZONTAL SEPARATION BETWEEN WATER MAIN WALL AND TOP OF SLOPE OF THE STORE TEN TION FACILITY SHALL BE NO LESS THAN 7 FEEI
3 FINE HYDRANTS SMAI L SE AT LEAST 5 FEET FROM RIORETENTION FACILITY FOOTPRINT
A WATER METER SHALL BE LOCATED OUTSIDE B•ORETENTION FACILITY FOOTPRINT
S MANHOLES SMALL BE LOCATED OUTSIDE SIORETENTION FACILITY FOOTPRINT
6 A MRIIAUM OF 1 FOOT SEPARATION BETWEEN SANITARY SEWER CROSSINGS AND UNDERDRAINS SMALL BE MAINTAINED
7 UTILITY SERVICE AND UTILITY MAN CROSSINGS SMALL BE MADE PERPENDICULAR 10 THE BIORE IkNTFUN FACILITY
e SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS
UNLESS OTHERWISE NOTED,
DRAWING K NOT TO SCALE (NTT
STD.
'm
PLAN - 265.00
♦rry PUBLIC WORKS
AJML
DEPARTMENT
UTILITY CROSSINGS - BIORETENTION
(,�
9/28/2018 I
DATE
AS -BUILT NOTES
1. AS -BUILT INFORMATION ON THESE DRAWINGS IS
45 AA 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 CONSTRUCTIONS 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.
oNALti'- -
PLO
1 READY FOR SUBMITTAL
ENGINEERING 2 1ST REVIEW REVISIONS
Surveyors & Civil Engineers 3 2ND REVIEW REVISIONS
P.O. Box 412 4 3RD REVIEW REVISIONS
Ravensdale, WA 98051
(206) 420-7130
www.PlogEngineering.com NO.
REVISION
MXP
05/27/2020
MXP
SURVEYED'
MXP
MXP
11/05/2019
MXP
DESIGNED'
MXP
MXP
04/05/2020
MXP
MXP
05/27/2020
MXP
DRAWN
CM
CHECKED
MXP
BY
DATE
APPR
APPROVED
MXP
45 AM
DocuSlgn Envelope ID 6EECF5B6-602A4E4A-B436-A317AA638878
DEPARTMENT
SECTION VIEW
GAZ 9/28/2018
VAII
30 MIL MIN GEOMEMBRANE
LINER
30 MIL MIN GEOMELIBRANE
7
I TRIER
IT MIN
DESIGNER
DESIGNER TO SPECIFY PI
SVER
DESIGNER 10
AS RE UIRE
MIN CLEARANCE COVER AS REWIRED
SPECIFY MIN PIPE
AROUND UTILITY SEE NOTE 3 BY UTILITY PROVIDER
COVER AS REWIRED
xI' MN
BY UTILITY PROVIDER
VERIFY MN SEPARATION TO
30• MN
---
50ITOMOFFACILITY SEE NOTES
EMBED LINER J' MN
INTO NATIVE SOIL
NATIVE 50IL
NATIVE SOIL SEE NOTE 2
SEE NOTE 2 - EXISTING UTILITY SERVICE TO
EXISTING UTILITY SERVICE TO
RFI IN MACE SEE NOTE 1
REMAIN IN PLACE. SEE NOT • ---
SECTION - SHALLOW UTILITY SERVICE
SECTION - SHALLOW UTILITY SERVICE
UNDER BIORETENTION FACILITY A
WITHIN SIORETENTION FACILITY B
SLALE NT.. ti5
SCALE. NI^ 65
DESIGNER TO SPECIFY
MN CLEARANCE AROUND
UTILITY SEE NOTE 3
[*SIGNER TO SPECIF Y
DESIGNER t0
\4
K114 PIPE COVFR AS
SPECIE Y MIN PIPE
RE WIRED BY UTILITY
COVER AS RE WIRED
PROVIDE; 3G' MIN
By UIILo. DIVIDER
�\
SM
b MIL MIN GEOMEMBRANE
LINER
UTILITY SERVICE
PIPE CASING PER STD PLAN 4II NATNESOIL E%ISTINGUTILItYMNN TO
EMBED LINER 3' MIN REMAIN IN PLACE SEE NOTE 1
SECTION - ENCASED UTILITY SERVICE INTO NATIVE SOE W NOTE 2
JZ
SECTION - SHALLOW UTILITY MAIN
WITHIN BIORETENTION FACILITY c WITHIN BIORETENTION FACILITY D
SCALE NTS 5
SCALE NTS
NOTES:
TRACTOR SHALL LOCATE AND DETERMINE DEPTH OF EXISTING UTILITY W ITHN THE FOOTPRINT OF THE BIORETENTION FACILITY WHILE LIMITING THE AMOUNT OF DISTURBANCE TO THE SO1LBACKF1LL MATERIAL OVER AND
AROUND THE UTILITY PIPE IF ELECTROMAGNETK; UTILITY LOCATING POTHOLING. OR OTHER METHOD REVEALS TRAT THE UTILITY PIPE DOES NOT MEET THE REWIRED CLEARANCE FROM THE BOTTOM OF THE SIORETENTION
FACWTY. THE UTILITY PROVIDER MAY REWIRE IMPLEMENTATION OF PROTECTION MEASURES THAT EXCEED STANDARDS SHOWN PER THEIR OWN STANDARDS OR REWIRE THE EXISTING UTILITY TO BE RELOCATEOOUT OF
THE BIORETENTION SECTION
2 EXLS ZING UTILITIES AND NA I IVE SOIL AROUND EXISTING UTILITIES SHOULD REMAIN IN PLACE WHERE POSSIBLE IF A PORTION OR ALL Of THE UTILITY IS UNCOVERED DURING EXCAVATION OR EXISTING SOIL WITHIN I FOOT OF
7HE KNOWN EXISTING UTILITY IS SCARIFIED NATIVE SOIL OR APPROVED ENGINEERED BACKFLL SHALL BE CAREFULLY PLACED AND COMPACTED AROUND THE UTILITY PER THE UTILITY PROVIDERS REQUIREMENTS
•"t ". DL THE MINIMUM CLEARANCE AROUND THE UTILITY SERVICE OR MAIN AND SETBACKS FROM STRUCTURAL ELEMENTS II E CATCH BASINS MANHOLES. VAULTS ETC) PER THE UTEI TY PROVIDER'S REAL NEMENTS.
GENERAL NOTES:
I ANY DISCREPANCIES BETWEEN THE EXISTING UTILITIES SHOWN IN THE DESIGN DRAWINGS AND THE ACTUAL FIELD CONDITIONS SHOULD BE COMMUNICATED TO THE ENGINEER IMMEDIATELY
2 UTILITY MAINS SMALL NOT BE SUBJECT TO LOADING FROM NEW CURBSWALLS LOAD BEARING LINES TO BE DETERMINED BY THE GEOTECIW ICAL ENGINEER
3 SEE CONSTRUCTKON PLANS FOR SPECIFIC PROJECT REQUIREMENTS
UNIESS DIME RW1SE NOTED, ORAYWNG 1S NOT TO SCALE IN7S1
Aomtzbii STD. PLAN - 265.10
URIPUBLIC WORKS D'
DEPARTMENT UTILITY CROSSINGS - BIORETENTION SECTIONS GAZ 9/28/2018 I
DATE.
SCALE
VERTICAL NAVD f906
SEE GRAPHIC HORIZONTAL NAD 1963/1991 CITY OF
URI
ONE INCH RENTON DATUM '
AT FULL SCALE
IF NOT ONE INCH Planning/Building/Public Works Dept.
SCALE ACCORDINGLY
45 AM
45 AM'
R-406218
�
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
O
CD
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DATE O
CIVIL PLAN SET o5/27/2020 /WD
FiELD
HAEVIN RIDGE SHORT PLAT
PAGEBOOK 0
PAGE
RENTON, WA °�'"""°"° z
DRAINAGE DETAILS SHEET
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7 *<, o Calocedrus decurrens/ INCENSE CEDAR
A PORTION OF SE 1 /4 OF THE SE 1 /4 OF SEC 32 , T 23 N, R 5 E, W. M.
min. 2-1/2" cal., street tree form
I
FOUND REBAR AND CAPI
LS 35974
•� I_•T t
4 Iyl Chamecyparis o. `Gracilis'/ SLENDER HINOKI CYPRESS min. 6'-0" hgt. Tree to be Retained 1
(typ•)
1 �� _ tia p. `Vanessa'/ IRONWOOD min. 2" cal. �
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21 =°"' Carex oshimensis 'Evergold'/ VARIGATED JPN. SEDGE 1 gal. I I
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7 Cornus s. `Isanti'/ ISANTI DOGWOOD min. 18" spr. I J
I 6' -0" ood Screen
as needed Gaultheria shallon/ SALAL 1 gal. 0 30" o.c. tri. spacing I Fence I(Red)
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4
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22 0 Myrica californica/ PACIFIC WAX MYRTLE min. 36" hgt., prominent leader D +S89°31'15" I I 5,768 SF j I
N 5,174 SF I I I 5,02-X SF
as needed `—_—� Prunus I. `Mt. Vernon'/ DWARF LAUREL 1 gal. ® 30" o.c. o — I I �� LOT 4 I ° /7172
5,155 SF
I I 11 1 1 1 I I I ;I I s
22 � Ribes s. `King Ed. VII'/ FLWG. CURRANT min. 24" hgt. z I I 1 \ I I
67 Vaccinium ovatum/ EVERGREEN HUCKLEBERRY min. 24 hgt. * Pg1 q3 IIi I iI i(0
322 305/I 1°' - S89°5"W -- 770 II 1 N11050E 8.78Plant sizes are specified per the American Standard for Nursery Stock, Publication- -11050W 10.232 01'
Ma2, 1986 sponsored by the American Association of Nurserymen, Inc. 0
\
` L=10.11'
* If plant quantity shown on schedule conflicts with what is represented by symbol li / — \xx R=25.00' I ��
on Plan, the quantity represented by symbol shall be used. N I I I
* Plant names shown i bold are native/ drought tolerant-PNW adaptive species. I 4.0'
10' i - _
--- ----
I I I LOT tJ I �- ---- -- ------------- ---
GENERAL NOTES: PLANTING NOTES (cont.): i i 5,450 SF I
I. Coordinate work with other trades as required. Determine
texture shall be used as an amendment. Provide textural and
location of underground utilities and perform work in a manner
nutrient analysis for review and approval. Minimum soil
which will avoid possible damage. Coordinate with Utilities
specifications after amendments shall show a minimum organic
Underground Location Center and Owner for locations of
content of 10% (by weight) and pH shall be between 5.5- 7.0.
existing underground utilities, etc. servicing or routed through
See BMP T5.13 in WDOE Stormwater Management Manual for
the site.
Western Washington.
2. Provide protection of all property, persons, work in progress,
2. Soil Preparation: Planting Beds: See City of Renton
structures, utilities, walls, walks, curbs and paved surfaces
Standard Plan-264.00 Soil Amendment Sections Options 2,3
from damages incurred arising from this work. The Contractor
and 4/ Planting Beds for scarifying and amended soil depths. FOUND 1/2" SPIKE
shall pay for any such damage at no additional cost to the
All Other Pervious Areas Other than Planting Beds (above): 0.4' EAST & 0.3' NORTH
Owner.
See City of Renton Standard Plan-264.00 Soil Amendment
3. Prior to beginning any construction activities, arrange an
Sections Options 2,3 and 4/ Turf Areas for scarifying and
on -site pre -construction meeting with Owner's Representative
amended soil depths.
to discuss and review Tree Protection Measures around
Bio-Retention Facility: See Civil Plans for Bio-Retention
existing trees to be retained (if noted).
Planter grading, cross section and underdrain (if required).
4. During construction, keep pavements, building clean.
Place imported (or amend existing soils) and mulches per 2017
Protect site and adjacent properties from damage due to
City of Renton Surface Water Design Manual Section 6.8
construction operations, operations by other Contractors/trades
Bioretention Facility Designs.
and trespassers. Unfinished and completed work shall be
3. Fertilize all installed plants during backfill operations (except
protected from damage by erosion or trespassing, and proper
for Bio-retention Facility) with 4-2-2 Agro Transplanter as
safeguards shall be erected to protect the Public.
recommended by Manufacturer.
5. Staking and Layout: Immediately notify Landscape Architect
4. Substitutions or changes in materials and placement shall
in writing of any variance between plans and actual site.
be made only on the written change orders as agreed between
Landscape Architect has the right to adjust the location of
Contractor, Landscape Architect, City and Owner.
elements. Verify layout with Landscape Architect prior to any
5. Mulch all newly planted ornamental beds with a minimum
installation work.
three inch (Y) depth of approved coarse bark 'mulch' mix or
6. Verify installation conditions as satisfactory to receive work.
Arborist's Chips. Finish grade of mulch shall be 1" below
Do not install any site elements until any unsatisfactory
adjacent hard surfaces/ walls.
conditions are corrected. Beginning of work constitutes
6. Stake trees per detail and as directed by Landscape
acceptance of conditions as satisfactory. When conditions
Architect.
detrimental to plant growth/contructed elements, are
encountered such as rubble fill, adverse conditions, or
obstructions, notify Landscape Architect.
7. New Landscape Plantings will be watered by a Bidder
Design Automatic Irrigation System submitted for approval to
Owner's Representative prior to beginning landscape
construction.
PLANTING NOTES:
1. Planting soil for new planting areas shall be an approved
Compost cultivated into the existing prepared subgrade. If
existing subsoil is determined to be not suitable by Landscape
Architect, a pre -mixed garden soil with a 'Sandy Gravelly Loam'
@2019 Copyright Glenn Takagi Landscape
Architect. All Rights Reserved. All drawn and Jeff Varley
written information incorporated herein is an
instrument of professional practice and is the Landscape Architect
property of Glenn Takagi Landscape Architect 19819 30th Drive SE
and not to be used in whole or in part without Bothell, WA 98012
the written authorization of Glenn Takagi (425) 466-9430
Landscape Architect.
O� WASy/
AS -BUILT
m
REVISION
—Street Light Pole
'-20' Street
Uss LightOffset
6-0" Wood Screen
Fence (Red)
FEE
r�j��� l r fT v.. 0""11"
*ram �f
NO
ROAD
MEN
• .•SF
S. 8• •• •
_,-�05—
9114
TREE REPLACEMENT/ DENSITY CALCULATIONS:
(See also TREE RETENTION PLAN and Consulting Arborist Report)
Tree Replacement Requirements:
Total Significant Trees- 31
Significant Trees Required to be Retained- (30% of 31) = 9.3
Significant Trees Retained- 9(73677377746775277537758775977667A)
Total Quantity of Trees to be Replaced- 0.0
Tree Density Requirements:
2 trees per 5000 s.f. of Lot
6 Lots times 2 trees each = 12 trees (@ 1-1/2" ea.) = 18 inches
Total Tree Inches Provided- 111 inches
(Deciduous Trees= 55 inches, Conifer Trees= 28 (qty.) x 2" ea. = 56 inches)
JMV
12.16.23
SURVEYED.
SCALECIENTR.
EPOINTE
1 "=20'
JMV
DRAW
JMV
ONE INCH
CHECKED
JMV
AT FllLL SCALE
IF NOT ONE INCH
BY
DATE
A P P R
SCALE ACCORDINGLY
mGvm-
JM V
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
Street Tree
\ � v
\, SS Driveway (typ) 3
----_ �— -- —, 15.0'
""FOUND 1/2" SPIKE
0.5' WEST & 0.2' NORTH
CITY OF
R
REN TON
N�t�
Planning/Building/Public Works Dept.
0' 10' 20' 40'
SCALE: 1 " = 20'— 0"
\[•7iIIII1
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�- --------------
Q
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R-406219
IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~
HAEVIN RIDGE SHORT PLAT
AS -BUILT - PLAT LANDSCAPE
LANDSCAPE PLAN
0
Cn
W
O
0
DATE
10.23.19 z
F•LDBOOV_
PAGE >
DRAWING NO. W
Q
SHEET L1 OF.2 =
2" ROUND PRESS. TREATED PINE
POLE (OR APPROVED EQUAL) SET
TO LEE OF PREVAILING WINDS.
AMENDED BACKFILL
EXISTING SLOPE
SECURE W/ LOOP
OF CHAINLOCK.
WOOD CHIP MULCH
PER SPECIFICATIONS
FORM 6" HIGH
CONTINUOUS
WATER BASIN
' OR 3 TIMES WIDTH OF ROOTBALLSUBGRADE
CONIFEROUS TREE PLANTING
NOT TO SCALE
� t
r r-
2:1 TRANSITION
SLOPE
PLANT PIT WITH
ANGLED SIDES
UNDISTURBED SOIL
GENERAL SLOPE PLANTING
NOT TO SCALE
0
N
N
0
0
g
z
L4
a
2-3" MIN. MULCH. HOLD
BACK 3" FROM BASE
OF TRUNK
WATER RETENTION BERM
ROOT BALL
AMENDED
BACKFILL
Jeff Varley
Landscape Architect
19819 30th Drive SE
Bothell, WA 98012
(425) 466-9430
CHAINLOCK TIES
MIN. 1.5 x 1.5 IN.
APPROVED STAKE MATERIAL
ALL STAKES SHALL BE DRIVEN OUTSIDE
THE EDGE OF THE ROOT BALL.
AMENDED BACKFILL
18"— DEEP ROOT BARRIER
(PLASTIC), # AS REQUIRED (MIN. 12'0").
SET 1 /2" BELOW GRADE ON SIDE TO
BE PROTECTED (Public Street/Sidewalk).
COMPACTED AMENDED BACKFILL.
TAMP SOIL AROUND ROOT BALL
BASE FIRMLY WITH FOOT PRESSURE
SO THAT ROOT BALL DOES NOT SHIFT.
PORTION OF NE 1 /4 SEC 15 T 23 N, R 5 E, W. M.
a
0
oa
x ROOTBALL
oa
0
EACH TREE MUST BE PLANTED
SUCH THAT THE TRUNK FLARE IS
VISIBLE AT THE TOP OF THE ROOT
BALL. TREES WHERE THE TRUNK
FLARE IS NOT VISIBLE SHALL BE
REJECTED. DO NOT COVER THE TOP
OF THE ROOT BALL WITH SOIL.
4 IN. HIGH EARTH SAUCER
BEYOND EDGE OF ROOT BALL.
FINISH GRADE
PLANT PIT WITH
++++
+
ANGLED SIDES
++
ROOT BALL
IF PLANT IS SHIPPED WITH A WIRE
BASKET AROUND THE ROOT BALL,
CUT THE WIRE BASKET IN FOUR
PLACES AND FOLD DOWN 8 IN. INTO
PLANTING HOLE. SET TOP OF ROOT
BALL FLUSH TO GRADE 1-2 IN.
HIGHER IN SLOWLY DRAINING SOILS.
TIGHTEN TIES ONLY ENOUGH TO KEEP FROM SLIPPING.
ALLOW FOR SOME TRUNK MOVEMENT. CHAINLOCK SHALL BE LONG
ENOUGH TO ACCOMMODATE 1.5 IN. OF GROWTH.
2 DECIDUOUS TREE PLANTING
NOT TO SCALE
UNDISTURBED
NATIVE VEGETATION
UNDISTURBED NATIVE Sat-
3'-4' AP80PJST WOOD CHIP MULCH,
SEE STO PLAN 202.90
r OF COMPOST INCORPORATED
iWrO 5" OF SFM SOIL (TOTAL
AMENDED DEPTH OF 8.5, FOR A
SETTLED DEPTH OF W)
SUE] SOIL SCARIF IE D 4' 9ELOW
COMPOST AMENDED LAYER
(12' BELOW SOIL SURFACE)
Y-4" ARBOR IST
W000 CHIP
MULCH. SEE STD
PLAN 252.60
6" IMPORTED
TOPSOIL MIX
(COMPACTED
DEPTH)
SUBSOIL IS
SCARIFIES] III
BELOW IMPORTED
TOPSOIL MIX
PLANTING BEDS?UNDISTURSED UNOISTURBW TURF (LAWN)AREAS,
VEGETATION, SEE N07E I SEE NOTE 1
0-
OPTION i - NO DISTURBANCE
PLAN T IN BE DS FURF (LAWN)AREAS
141,1�lii�rf;l,
0'
GRASS. SEED OR $00
UNDISTURBED NATIVE SOIL
GRASS! SEED OR $00
1 75' OF COMPOST INCORPORATED INTO
SZS- OF SRE SOIL ITOTAL AMENOED OEP I H
OF 9.5-, FOR A SETTLED DEPTH OF 6')
SUBSOIL SCARIFIED 4' BELOW
COMPOST AMENDED LAYER
(17'BELOW SOIL SURFACE)
OPTIONS 2.3. AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND
PLANTING BEDS
/ B&B OR CONTAINERIZED SHRUB, TYP
eSET ALL PLANTS AT NURSERY LEVEL
MIN 2"-3" OF MULCH (PER SPECS)
SHRUB BED SOIL PREPARATION
DEPTH (SEE SPECS)
FINISH GRADE
DEPTH PER SPECS
ROOTBALL
TURF IL.AWN) AREAS
111��
GRASS. SEED OR SOD
NOTES;
I
}, AREAS OF NO DISTURBANCE TO BE FENCED
AND EXISTING VEGETATION AND SOIL TO BE
PROTECTED FROM CONSTR IC I ION IMPACTS
6" IIAPOR7ED
TOPWIL MIX
GENERAL NOTES:
(COMPACTED
(COMPACTED
DEPTH)
I. TO MEASURE SETTLED DEPTH, WATER SOIL
SUFFICIENTLY TO FULLY SATURATE WITHOUT
CAUSPIG EROSION
^�'�
SUBSOIL IS
SCARIFIED 6-
2• COMPOST TOM EE 7 STD. PLAN 262.00.
BELOW IMPORTED
3. COMPACTION Of TOPSOIL [WHERE REOVIR EDy
TOPSOIL MIX
TO BE TO 85% OF STANDARD PROCTOR
ti I- I ' 4, SEE CONSTRUCTK)N PLANS FOR SPECIFIC.
72' • F \. PROJECT REQUIREMENTS
OPTION 5 • IMPORTED TOPSOIL
UNLE Si OSrERWISE NOTED. [1RAfWNG K NOT 7a SCAIL [NT51
STD. PLAN - 264.00
! PUBLIC WORKS SOIL AMENDMENT SECTIONS APP q 9/28/2018
lwzgv�1� DEPARTMENT GAZDAH
®T. WAsN
if M Vg®
o AS —BUILT
n N
REVISION
OR 3 TIMES WIDTH OF
SHRUB PLANTING
:4
JMV 12.16.23 SURD`
CENTREPOINTE
DESGNM.
JMV
DRAWN: JMV
CHECKM,1M V
BY DATE APPR °" JMV
NOT TO SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BURLAP, WIRE & STRING FROM
TOP 2/3 OF ROOTBALL
NATIVE BACKFILL WITH SOIL
AMENDMENTS. (SEE SPECS.)
UNDISTURBED SUBGRADE
(PROVIDES FIRM BASE SO THAT
ROOTBALL WILL NOT SINK)
JUTE FABRIC UNDERNEATH
BARK MULCH ON SLOPES
R 2:1
2"MULCH (PER SPECS)
SH GRADE
CAL GROUND COVER
NTED AT NURSERY LEVEL
SOIL AMENDMENT MIXED W/
NATIVE SOIL (SEE SPECS)
SCARIFIED SUBGRADE
SEE SPECS.
4 GROUND COVER PLANTING
NOT TO SCALE
End Post
1 x 6 Board
Line Post
PLAN VIEW
7'-0" m
1 ina pnct
ELEVATION VIEW
ep Bottom
lear of
4 PERIMETER FENCING Q
NOT TO SCALE
R-406219 a_
IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~
ry
I
w
0
0
DATE
VERTICAL: NAVD 1988 •
HORIZONTAL• NAD 1983/1991 CITY OF H A E VI N RIDGE SHORT PLAT 10 .23.19 z
%R)RENTON AS -BUILT -PLAT LANDSCAPE P>
DRAWING NO: w
DATUM Planning/Building/Public Works Dept. LANDSCAPE DETAILS Q
SHEET: 12 OF. 2