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RENTON, WASHINGTON
LAND USE PERMIT # LUA14-001284
UTILITY PERMIT # U16006860
SURFACE WATER STANDARD PLAN NOTES
1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY.
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST
BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT.
3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC),
THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS
AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY
OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR
VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO
ADDITIONAL COST TO THE CITY.
4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL
OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS,
ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE
APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS
WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE
WATER UTILITY SECTION.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY
THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A
WRITTEN DECISION BY THE CITY OF RENTON.
PBGLJ LLCM
Land Planning • Civil Engineering
s 5130 South 166th Lane
SeaTac, WA 98188
T (206) 229-6422
22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT,
EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS
SHALL CONFORM TO THE FOLLOWING:
A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE
LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTINGDRAINS,
DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS
NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH
OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED
STORM WATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X4" STAKE
MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE
LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE.
C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN
CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF
NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR
OTHER ACCEPTABLE DETECTION.
D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS
DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS.
E. THE APPLICANT I CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE
LOCATIONS OF ALL STUB- OUT CONVEYANCE LINES WITH RESPECT TO OTHER
UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION).
F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE
LOT HOME OWNER.
G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS,
EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED
THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE.
23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE
DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF
LAVER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY
OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE
CAPACITY.
24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO
CONSTRUCTION PERMIT ISSUANCE.
25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON
DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR
LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY
OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND
MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD,
SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED
ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO
PROTECT PROPERTY IN CONNECTION WITH THE. PERFORMANCE OF WORK. ANY WORK
WITHIN THE TRAVELED RIGHT -OF -WAV THAT MAY INTERRUPT NORMAL TRAFFIC FLOW
SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS
DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT
STANDARD SPECIFICATIONS 1.07-23 TRAFFIC CONTROL SHALL APPLY.
CONDITIONS OF APPROVAL
1. THE APPLICANT SHALL PROVIDE AN UPDATED SHORT PLAT PLAN THAT PROVIDES FOR THE REQUIRED 5 -FOOT
SETBACK BETWEEN THE EXISTING HOME AND THE PROPOSED 20 -FOOT WIDE SHARED DRIVEWAY. THE SHORT
PLAT PLAN SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL
PRIOR TO CONSTRUCTION PERMIT ISSUANCE. IF THE SETBACK CANNOT BE MET BY A REVISION TO THE
DRIVEWAY, THE SHORT PLAT WOULD NOT BE APPROVED WITHOUT DEMOLITION OF THE STRUCTURE OR PARTS
OF THE STRUCTURE THAT WOULD BRING THE HOME INTO COMPLIANCE WITH THE REQUIRED 5 FOOT SETBACK.
2. THE APPLICANT SHALL PROVIDE DETAILED LANDSCAPE PLANS COMPLIANT WITH RMC 4-8-120 FOR BOTH ONSITE
AND OFFSITE LANDSCAPING TO THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF CONSTRUCTION
PERMIT REVIEW. THE DETAILED LANDSCAPE PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT
PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
3. THE APPLICANT SHALL PROVIDE AN UPDATED TREE RETENTION PLAN AND TREE RETENTION
WORKSHEETCOMPLIANT WITH RMC 4-8-120. THE FINAL TREE RETENTION PLAN SHALL BE PROVIDED FOR REVIEW
AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION ISSUANCE.
4. THE APPLICANT MUST PROVIDE SUFFICIENT INFORMATION TO SHOW HOW THE STUDENTS THAT WALK TO
SCHOOL OR THE NEAREST HIGH SCHOOL BUS STOP WOULD HAVE A SAFE WALKING ROUTE TO THE NEARBY
INTERSECTION AT SE 162ND ST AND 116TH AVE BE AND INTERSECTION AT BE 162ND ST AND 114TH AVE SE
WHERE SAFE WALKING ROUTES ARE AVAILABLE. IF A SAFE ROUTE TO SCHOOL IS NOT IDENTIFIED TO THE
INTERSECTIONS, THEN THE APPLICANT WILL BE REQUIRED TO PROVIDE A SAFE WALKING PATH, WHICH MAY
ENTAIL SOME OFFSITE IMPROVEMENTS. A SAFE WALKING ROUTE TO THE INTERSECTIONS ON EITHER SIDE OF
THE PROJECT SITE SHALL BE IDENTIFIED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER
PRIOR TO CONSTRUCTION PERMIT APPLICATION. IF OFFSITE IMPROVEMENTS ARE REQUIRED TO
ACCOMMODATE A SAFE WALKING ROUTE, SUCH CONSTRICTION SHALL BE INCLUDED WITH THE CONSTRUCTION
PERMIT APPLICATION AND BE COMPLETED PRIOR TO SHORT PLAT RECORDING.
5. THE APPLICANT SHALL PROVIDE A GEOTECHNICAL REPORT TO BE PROVIDED TO THE CURRENT PLANNING
PROJECT MANAGER AND PLAN REVIEWER FOR REVIEW AND APPROVAL AS PART OF CONSTRUCTION PERMIT
APPLICATION. IF THE GEOTECHNICAL REPORT PROVIDES DIFFERENT ANALYSIS OR CONCLUSIONS THAN WHAT
ARE STATED IN THE TECHNICAL DRAINAGE REPORT,THE DRAINAGE REPORT AND ANY UTILITY PLANS SHALL BE
UPDATED AND PROVIDED AS PART OF CONSTRUCTION PERMIT APPLICATION.
6. THE APPLICANT SHALL PROVIDE WATER AND SEWER AVAILABILITY CERTIFICATES FROM BOOS CREEK WATER
AND SEWER DISTRICT WITH THE CONSTRUCTION PERMIT APPLICATION.
7. THE APPLICANT SHALL PROVIDE A REVISED SHORT PLAT PLAN IDENTIFYING COMPLIANCE WITH THE SHARED
DRIVEWAY STANDARDS AND EMERGENCY ACCESS STANDARDS, INCLUDING BUT NOT LIMITED TO THE MINIMUM 5
FOOT SEPARATION FROM THE PROPERTY LINE AND THE 20 FOOT WIDTH. SUCH PLAN SHALL CLEARLY IDENTIFY
THE EASEMENT LOCATION ON ALL PROPOSED LOTS. THE REVISED PLAN SHALL BE SUBMITTED FOR REVIEW AND
APPROVAL TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
B. THE APPLICANT SHALL UPDATE ALL PLANS THAT IDENTIFY THE WIDTH OF PRIVATE DRIVEWAY TO BE CONSISTENT
WITH THE REVISED SHORT PLAT PLAN. ALL PLANS TO BE REVISED SHALL BE PROVIDED TO THE CURRENT
PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL AS PART OF CONSTRUCTION PERMIT APPLICATION.
9. ALL LOTS SHALL TAKE ACCESS FROM THE PROPOSED SHARED DRIVEWAY. A NOTE TO THIS EFFECT SHALL BE
RECORDED ON THE FACE OF THE SHORT PLAT.
10. THE APPLICANT SHALL REMOVE THE CARPORT ON THE EAST SIDE OF THE EXISTING HOME WHERE THE PRIVATE
DRIVEWAY IS TO BE LOCATED AND TO PROVIDE FOR THE REQUIRED SETBACK BETWEEN THE EXISTING HOME
AND DRIVEWAY. THE CARPORT SHALL BE DEMOLISHED AND DOCUMENTATION OF SUCH DEMOLITION SHALL BE
PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO RECORDING OF THE SHORT PLAT.
DATA
27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY
WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND
AQUIFER PROTECTION REGULATIONS (RMC 4-3-050).
BENCHMARK AND DATUM
VERTICAL DATUM: NAVD 1988 SITE BENCHMARK, TOP OF MONUMENT IN CASE AT EAST 1/4
CORNER OF SECTION 29-23-5 ELEVATION = 459.078 (RENTON PT ID 1863)
(AB)
TOTAL LOT ARE/0 29,723 SF (0.68 ACRES)
DEJURB AREA: 25,865 SF (0.59 ACRES)
CUT: 40 CY
FtI.J 32 CY
PROJECT
7.
IT SHALL BE THE APPLICANT'S / CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION
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5130 S. 166TH LANE 2824- 187T1 I AoENIUF
EASEMENTS NECESSARY BEFORE INITIATING OFFSITE WORK. EASEMENTS REQUIRE CITY REVIEW AND
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APPROVAL PRIOR TO CONSTRUCTION.
425-818-8829
8.
FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS
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CONTACT: HAN PHAN, P.E.
SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF
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CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON.
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CENTURYLINK
14616 SE 192ND STREET
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9.
DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE
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(253)630-9900
BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
-
10.
ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE
SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
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11.
ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95
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PERCENT DENSITY, STANDARD PROCTOR.
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12.
OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS
NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE
APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON
TRENCH RESTORATION STANDARDS.
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13.
ALL SEDIMENTATION / EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING
CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED
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AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED.
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14.
ALL RETENTION / DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN
BE 163RD ST
CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS
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SE 164TH ST
DEPARTMENT, SURFACE WATER UTILITY SECTION.
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15.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDANCE
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WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE DGE
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CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF
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THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING
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MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A
UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C', WITH THE
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EXCEPTION OF PVC PIPE.
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16.
STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT#1 OR BETTER INSIDE AND
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OUTSIDE.
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17.
ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS.
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ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL
HAVE SOLID LOCKING LIDS.
18.
BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT
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WIDTHS AND BUILDING SETBACKS LINES.
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19.
ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
20.
ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT -OF -WAV SHALL BE OF SUFFICIENT
LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE
DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND
QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS:
of
4 - 81NCH ROCK / 40 - 70% PASSING;
2.4 INCH ROCK / 30-40% PASSING; AND
LESS THAN 21NCH ROCK 110 - 20 % PASSING.
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21.
ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL CONNECTED TO THE STORM DRAINAGE
_
SYSTEM, UNLESS APPROVED BTHE CITY PLAN REVIEWER O OR SURFACE WATER UTILITY SECTION. AN
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ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE
PBGLJ LLCM
Land Planning • Civil Engineering
s 5130 South 166th Lane
SeaTac, WA 98188
T (206) 229-6422
22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT,
EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS
SHALL CONFORM TO THE FOLLOWING:
A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE
LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTINGDRAINS,
DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS
NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH
OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED
STORM WATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X4" STAKE
MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE
LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE.
C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN
CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF
NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR
OTHER ACCEPTABLE DETECTION.
D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS
DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS.
E. THE APPLICANT I CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE
LOCATIONS OF ALL STUB- OUT CONVEYANCE LINES WITH RESPECT TO OTHER
UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION).
F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE
LOT HOME OWNER.
G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS,
EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED
THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE.
23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE
DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF
LAVER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY
OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE
CAPACITY.
24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO
CONSTRUCTION PERMIT ISSUANCE.
25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON
DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR
LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY
OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND
MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD,
SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED
ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO
PROTECT PROPERTY IN CONNECTION WITH THE. PERFORMANCE OF WORK. ANY WORK
WITHIN THE TRAVELED RIGHT -OF -WAV THAT MAY INTERRUPT NORMAL TRAFFIC FLOW
SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS
DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT
STANDARD SPECIFICATIONS 1.07-23 TRAFFIC CONTROL SHALL APPLY.
CONDITIONS OF APPROVAL
1. THE APPLICANT SHALL PROVIDE AN UPDATED SHORT PLAT PLAN THAT PROVIDES FOR THE REQUIRED 5 -FOOT
SETBACK BETWEEN THE EXISTING HOME AND THE PROPOSED 20 -FOOT WIDE SHARED DRIVEWAY. THE SHORT
PLAT PLAN SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL
PRIOR TO CONSTRUCTION PERMIT ISSUANCE. IF THE SETBACK CANNOT BE MET BY A REVISION TO THE
DRIVEWAY, THE SHORT PLAT WOULD NOT BE APPROVED WITHOUT DEMOLITION OF THE STRUCTURE OR PARTS
OF THE STRUCTURE THAT WOULD BRING THE HOME INTO COMPLIANCE WITH THE REQUIRED 5 FOOT SETBACK.
2. THE APPLICANT SHALL PROVIDE DETAILED LANDSCAPE PLANS COMPLIANT WITH RMC 4-8-120 FOR BOTH ONSITE
AND OFFSITE LANDSCAPING TO THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF CONSTRUCTION
PERMIT REVIEW. THE DETAILED LANDSCAPE PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT
PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
3. THE APPLICANT SHALL PROVIDE AN UPDATED TREE RETENTION PLAN AND TREE RETENTION
WORKSHEETCOMPLIANT WITH RMC 4-8-120. THE FINAL TREE RETENTION PLAN SHALL BE PROVIDED FOR REVIEW
AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION ISSUANCE.
4. THE APPLICANT MUST PROVIDE SUFFICIENT INFORMATION TO SHOW HOW THE STUDENTS THAT WALK TO
SCHOOL OR THE NEAREST HIGH SCHOOL BUS STOP WOULD HAVE A SAFE WALKING ROUTE TO THE NEARBY
INTERSECTION AT SE 162ND ST AND 116TH AVE BE AND INTERSECTION AT BE 162ND ST AND 114TH AVE SE
WHERE SAFE WALKING ROUTES ARE AVAILABLE. IF A SAFE ROUTE TO SCHOOL IS NOT IDENTIFIED TO THE
INTERSECTIONS, THEN THE APPLICANT WILL BE REQUIRED TO PROVIDE A SAFE WALKING PATH, WHICH MAY
ENTAIL SOME OFFSITE IMPROVEMENTS. A SAFE WALKING ROUTE TO THE INTERSECTIONS ON EITHER SIDE OF
THE PROJECT SITE SHALL BE IDENTIFIED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER
PRIOR TO CONSTRUCTION PERMIT APPLICATION. IF OFFSITE IMPROVEMENTS ARE REQUIRED TO
ACCOMMODATE A SAFE WALKING ROUTE, SUCH CONSTRICTION SHALL BE INCLUDED WITH THE CONSTRUCTION
PERMIT APPLICATION AND BE COMPLETED PRIOR TO SHORT PLAT RECORDING.
5. THE APPLICANT SHALL PROVIDE A GEOTECHNICAL REPORT TO BE PROVIDED TO THE CURRENT PLANNING
PROJECT MANAGER AND PLAN REVIEWER FOR REVIEW AND APPROVAL AS PART OF CONSTRUCTION PERMIT
APPLICATION. IF THE GEOTECHNICAL REPORT PROVIDES DIFFERENT ANALYSIS OR CONCLUSIONS THAN WHAT
ARE STATED IN THE TECHNICAL DRAINAGE REPORT,THE DRAINAGE REPORT AND ANY UTILITY PLANS SHALL BE
UPDATED AND PROVIDED AS PART OF CONSTRUCTION PERMIT APPLICATION.
6. THE APPLICANT SHALL PROVIDE WATER AND SEWER AVAILABILITY CERTIFICATES FROM BOOS CREEK WATER
AND SEWER DISTRICT WITH THE CONSTRUCTION PERMIT APPLICATION.
7. THE APPLICANT SHALL PROVIDE A REVISED SHORT PLAT PLAN IDENTIFYING COMPLIANCE WITH THE SHARED
DRIVEWAY STANDARDS AND EMERGENCY ACCESS STANDARDS, INCLUDING BUT NOT LIMITED TO THE MINIMUM 5
FOOT SEPARATION FROM THE PROPERTY LINE AND THE 20 FOOT WIDTH. SUCH PLAN SHALL CLEARLY IDENTIFY
THE EASEMENT LOCATION ON ALL PROPOSED LOTS. THE REVISED PLAN SHALL BE SUBMITTED FOR REVIEW AND
APPROVAL TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
B. THE APPLICANT SHALL UPDATE ALL PLANS THAT IDENTIFY THE WIDTH OF PRIVATE DRIVEWAY TO BE CONSISTENT
WITH THE REVISED SHORT PLAT PLAN. ALL PLANS TO BE REVISED SHALL BE PROVIDED TO THE CURRENT
PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL AS PART OF CONSTRUCTION PERMIT APPLICATION.
9. ALL LOTS SHALL TAKE ACCESS FROM THE PROPOSED SHARED DRIVEWAY. A NOTE TO THIS EFFECT SHALL BE
RECORDED ON THE FACE OF THE SHORT PLAT.
10. THE APPLICANT SHALL REMOVE THE CARPORT ON THE EAST SIDE OF THE EXISTING HOME WHERE THE PRIVATE
DRIVEWAY IS TO BE LOCATED AND TO PROVIDE FOR THE REQUIRED SETBACK BETWEEN THE EXISTING HOME
AND DRIVEWAY. THE CARPORT SHALL BE DEMOLISHED AND DOCUMENTATION OF SUCH DEMOLITION SHALL BE
PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO RECORDING OF THE SHORT PLAT.
DATA
27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY
WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND
AQUIFER PROTECTION REGULATIONS (RMC 4-3-050).
BENCHMARK AND DATUM
VERTICAL DATUM: NAVD 1988 SITE BENCHMARK, TOP OF MONUMENT IN CASE AT EAST 1/4
CORNER OF SECTION 29-23-5 ELEVATION = 459.078 (RENTON PT ID 1863)
(AB)
TOTAL LOT ARE/0 29,723 SF (0.68 ACRES)
DEJURB AREA: 25,865 SF (0.59 ACRES)
CUT: 40 CY
FtI.J 32 CY
PROJECT
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PBG, LLC
, 600113 SURVEY9146
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5130 S. 166TH LANE 2824- 187T1 I AoENIUF
NE
BELLEVUE WA 98006
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425-818-8829
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CONTACT: TROY SCHMEIL
CONTACT: HAN PHAN, P.E.
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SEINER APD WATM POWER APD dAt# SA@L,E?
SOOS CREEK WATER & SEWER DISTRICT PUGET SOUND ENERGY COMCAST
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14616 SE 192ND STREET
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BE 162ND ST
DESIGNED:
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BE 163RD ST
BE 164TH ST
SE 164TH ST
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EX 511 4,400 SF
DEIELOPm
PRIVATE ROAD=5,560 SF
TOTAL ROOF (2,200 SF PER LOT)=8,800 SF
TOTAL DRIVEWAY PAD=1,600 SF
FRONTAGE IMPROVEMENTS=1,410 SF
DRAWINGENDEX (AB)REFERENCE ET NO. DRAWING TITLE
INC.
HWY, UNIT A SHEET 1 COVER SHEET AND NOTES
SHEET 2 ROADWAY / DRAINAGE PLAN, PROFILE AND SECTIONS (SITE PLAN)
SC.OL�
CALLIDUS DEVELOPMENT, INC
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PBG, LLC
, 600113 SURVEY9146
16834 SE 43RD STREET
5130 S. 166TH LANE 2824- 187T1 I AoENIUF
NE
BELLEVUE WA 98006
SEATAC, WA 98188
425-818-8829
(206)229-6422
CONTACT: TROY SCHMEIL
CONTACT: HAN PHAN, P.E.
SEFMCES
SEINER APD WATM POWER APD dAt# SA@L,E?
SOOS CREEK WATER & SEWER DISTRICT PUGET SOUND ENERGY COMCAST
CENTURYLINK
14616 SE 192ND STREET
1-888-321-7779 1-800-934-6489 1-800-475-7526
RENTON, WA 98058
(253)630-9900
JOB NO.
MRVM+ .
FM30
DESIGNED:
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REN TAL:NAVRQONTAL: NA31W69,
DATUM
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DATE: 2-28-2018
RECORD DRAWING
CITY OF
RENTON
Planning/Building/Public Works Dept.
VICINITY MAP
NTS
LEGAL DESCRIPTION
THE WEST HALF (1/2) OF LOT 5, BLOCK 4 (4), AKER'S FARMS NO.6.
ACCORDING TO PLAT RECORDED IN VOLUME 42, OF PLATS, PAGE 15,
RECORDS OF KING COUNTY. WASHINGTON
TAX PARCEL NUMBER
0088000260
ADDRESS
11427 SE 162ND STREET
RENTON, WA 98055
LEGEND
is
Know what's below.
0811 before you dig.
DROPERTY LINE
- - - - ADJACENT PROPERTY LINE
ROW CENTERLINE
ROW LINE
EASEMENT LINE
SD PROPOSED STORM DRAINAGE LINE
W PROPOSED WATERLINE
55 PROPOSED SEWER LINE
ASPHALTPAVEMENT
CEMENT CONCRETE PAVEMENT
R-394109
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CASCADE GREENS SHORT PLAT 2-28-2018
11427 SE 162ND STREET FIELDBOO
RENTON, WA 98055 PAGE
RECORD DRAWING DNANING NO
COVER SHEET AND NOTES CV
SHEE : OF.
1 OF 2 (AB) 1 8-