HomeMy WebLinkAboutTED4003222.2THE PROPOSED PRELIMINARY PLAT OF LIBERTY GROVE CONTIGUOUS, AS REVISED AND RECEIVED SEPTEMBER 3, 2003, UTILIZING UP TO 5 DENSITY CREDITS (TRANSFERABLE DENSITY RIGHTS), IS
APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS OF FINAL PLAT APPROVAL.
1. COMPLIANCE WITH ALL PLATTING PROVISIONS OF TITLE 19 OF THE KING COUNTY CODE.
2. ALL PERSONS HAVING AN OWNERSHIP INTEREST IN THE SUBJECT PROPERTY SHALL SIGN ON THE FACE OF THE FINAL PLAT A DEDICATION WHICH INCLUDES THE LANGUAGE SET FORTH IN
KING COUNTY COUNCIL MOTION NO. 5952.
3. A. THE PLAT SHALL COMPLY WITH THE MAXIMUM DENSITY (AND MINIMUM DENSITY) REQUIREMENTS OF THE R-4 ZONE CLASSIFICATION. ALL LOTS SHALL MEET THE MINIMUM DIMENSIONAL
REQUIREMENTS OF THE R-4 ZONE CLASSIFICATION OR SHALL BE AS SHOWN ON THE FACE OF THE APPROVED PRELIMINARY PLAT, WHICHEVER IS LARGER, EXCEPT THAT MINOR
REVISIONS TO THE PLAT WHICH DO NOT RESULT IN SUBSTANTIAL CHANGES MAY BE APPROVED AT THE DISCRETION OF THE DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL
SERVICES.
B. THE APPLICANT SHALL PROVIDE TRANSFER OF DENSITY CREDIT DOCUMENTATION TO DOES PRIOR TO FINAL APPROVAL TO ALLOW TRANSFER OF A MAXIMUM OF FIVE DENSITY CREDITS.
C. FENCE ENCROACHMENT SHALL BE RESOLVED TO THE SATISFACTION OF KING COUNTY DOES LUSD OR THE ENCROACHMENT AREA SHALL BE CONVEYED TO THE ADJOINING PROPERTY
PRIOR TO THE RECORDING OF THE FINAL PLAT. THE APPLICANT SHALL DOCUMENT THE IMPACT ON LOT DENSITY BY THE EXCLUSION OF ANY ENCROACHMENT AREA.
4. THE APPLICANT MUST OBTAIN FINAL APPROVAL FROM THE KING COUNTY HEALTH DEPARTMENT FOR ABANDONMENT OF EXISTING SEPTIC SYSTEMS ON -SITE, INCLUDING DRAINFIELDS THAIr
SERVE OFF -SITE HOMES.
5. ALL CONSTRUCTION AND UPGRADING OF PUBLIC AND PRIVATE ROADS SHALL BE DONE IN ACCORDANCE WITH THE KING COUNTY ROAD STANDARDS ESTABLISHED AND ADOPTED BY
ORDINANCE NO. 11187, AS AMENDED (1993 KCRS, EXCEPT AS MODIFIED BY VARIANCE.
6. THE APPLICANT MUST OBTAIN THE APPROVAL OF THE KING COUNTY FIRE PROTECTION ENGINEER FOR THE ADEQUACY OF THE FIRE HYDRANT, WATER MAIN, AND FIRE FLOW STANDARDS OF
CHAPTER 17.08 OF THE KING COUNTY CODE.
7. FINAL PLAT APPROVAL SHALL REQUIRE FULL COMPLIANCE WITH THE DRAINAGE PROVISIONS SET FORTH IN KING COUNTY CODE 9.04. COMPLIANCE MAY RESULT iN REDUCING THE NUMBER
AND/OR MODIFYING THE LOCATION OF LOTS AS SHOWN ON THE PRELIMINARY APPROVED PLAT. PRELIMINARY REVIEW HAS IDENTIFIED THE FOLLOWING CONDITIONS OF APPROVAL WHICH
REPRESENT PORTIONS OF THE DRAINAGE REQUIREMENTS. ALL OTHER APPLICABLE REQUIREMENTS IN KCC 9.04 AND THE SURFACE WATER DESIGN MANUAL (SWDM) MUST ALSO BE SATISFIED
DURING ENGINEERING AND FINAL REVIEW.
A. DRAINAGE PLANS AND ANALYSIS SHALL COMPLY WITH THE 1998 KING COUNTY SURFACE WATER DESIGN MANUAL AND APPLICABLE UPDATES ADOPTED BY KING COUNTY. DOES
APPROVAL OF THE DRAINAGE AND ROADWAY PLANS IS REQUIRED PRIOR TO ANY CONSTRUCTION.
B. CURRENT STANDARD PLAN NOTES AND ESC NOTES, AS ESTABLISHED BY ODES ENGINEERING REVIEW, SHALL BE SHOWN ON THE ENGINEERING PLANS.
C. THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL RECORDED PLAT:
ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM
I DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS # ON THE FILE WITH DOES AND/OR THE KING COUNTY DEPARTMENT OF
TRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR
TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE
11ME OF THE BUILDING PERMIT AND SHALL COMPLY WITH PLANS ON FILE."
D. THE STORM WATER CONTROL FACILITY SHALL BE LOCATED IN A SEPARATE TRACT AND DEDICATED TO KING COUNTY UNLESS PORTIONS OF THE DRAINAGE TRACT ARE USED FOR
REQUIRED RECREATION SPACE IN ACCORDANCE WITH KCC 21A.14.180.
8. A DRAINAGE ADJUSTMENT (LO3VO065) IS APPROVED FOR THIS SITE AND FOR THE LIBERTY GROVE SITE (LO3P0006). THE ADJUSTMENT ALLOWS COMBINING THE STORM WATER FROM B01-H
SUBDIVISIONS ON THE LIBERTY GROVE CONTIGUOUS SITE; AND ROUTING POST DEVELOPED FLOWS TO 160TH AVE. SE. A FLOW SPUTTER IS PROPOSED TO MAINTAIN EXISTING FLOWS TO THE
SOUTH. ALL CONDITIONS OF APPROVAL FOR THIS ADJUSTMENT SHALL BE' MET PRIOR TO ENGINEERING PLAN APPROVAL A CONCEPTUAL DRAINAGE PLAN SHOWING THE PRELIMINARY
CONFIGURATION WAS RECEIVED MARCH 11, 2003.
9. THE STORMWATER DETENTION FACILITY SHALL BE DESIGNED TO THE LEVEL 3 FLOW CONTROL STANDARD IN THE 1998 KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). THE
FACILITY SHALL ALSO BE DESIGNED TO MEET THE BASIC WATER QUALITY MENU.
10. THE DOWNSTREAM DRAINAGE SYSTEM ALONG THE EAST SiDE OF 160TH AVE SE FROM THE SOUTH PLAT BOUNDARY TO APPROXIMATELY 50 FEET SOUTH OF THE CULVERT 29 (HOUSE ##
14028); SHALL BE IMPROVED TO ACHIEVE ADEQUATE DRAINAGE CAPACITY PER THE 1998 KCSWDM. CULVERT 29 IS SHOWN IN THE LEVEL 1 OFFSITE ANALYSIS RECEIVED SEPTEMBER 3, 12003.
PLANS AND SUPPORTING CAPACITY ANALYSIS FOR THIS IMPROVEMENT SHAH BE SUBMITTED WITH THE ENGINEERING PLANS.
11. THE 100-YEAR FLOOOPLAIN FOR ANY ON -SITE WETLANDS OR STREAMS :SHALL BE SHOWN ON THE ENGINEERING PLANS AND THE FINAL PLAT PER SPECIAL REQUIREMENT #2 OF THE
KCSWDM.
12, THE FOLLOWING ROAD IMPROVEMENTS ARE REQUIRED TO BE CONSTRUCTED ACCORDING TO THE 1993 KiNG COUNTY ROAD STANDARDS (KCRS):
A. SE 137TH STREET (THE INTERNAL ACCESS STREET) SHALL BE IMPROVED TO THE URBAN SUBACCESS STREET STANDARD.
B. 162ND PLACE SOUTHEAST SHALL BE IMPROVED TO THE URBAN SUBACCESS STREET STANDARD FROM SE 137TH ST TO SE 136TH ST, AND IMPROVED TO THE MINOR ACCESS STREET
STANDARD SOUTH OF SE 137TH ST.
C. 160TH AVE SE FROM THE SOUTH PLAT BOUNDARY TO SE 136TH ST SHALL BE IMPROVED TO THE URBAN NEIGHBORHOOD COLLECTOR STANDARD (EAST SIDE ONLY).
D. SE 136TH ST FROM 160TH AVE. SE TO 162ND AVE. SE SHALL BE IMPROVED TO THE URBAN NEIGHBORHOOD COLLECTOR STANDARD (SOUTH SIDE ONLY); EXCEPT FOR THE FIRST 2:70
FEET EAST OF 160TH AVE. SE. THE FIRST 270 FEET CAN TRANSITION TO A NARROWER WIDTH TO AVOID CREATING AN ADVERSE GRADE TO THE EXISTING THREE DRIVEWAYS. REVEIF:SE
SLOPE DRIVEWAYS OR OTHER DESIGNS MAY BE CONSIDERED BY DOES AT ENGINEERING PLAN REVIEW STAGE.
E. TRACTS D AND E SHALL EACH BE IMPROVED AS A JOINT USE DRIVEWAY PER SECTION 3.01 OF THE KCRS. THE TRACTS SHALL BE OWNED AND MAINTAINED BY THE OWNERS OF THOSE
LOTS BEING SERVED.
F. A R/W RADIUS SHALL BE DEDICATED AT THE SOUTHWEST QUADRANT OF 162ND AVE SE AND SE 136TH ST. (NORTHEAST CORNER OF LOT 9).
G. MODIFICATIONS TO THE ABOVE ROAD CONDITIONS MAY BE CONSIDERED. ACCORDING TO THE VARIANCE PROVISIONS IN SECTION 1.08 OF THE KCRS.
13. ALL UTILITIES WITHIN PROPOSED RiGHTS-OF-WAY MUST BE INCLUDED WITHIN A FRANCHISE APPROVED BY THE KING COUNTY COUNCIL PRIOR TO FINAL PLAT RECORDING.
14. THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY WITH KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), BY PAYING THE REQUIRED MPS FEE AND ADMINISTRATION FEE
AS DETERMINED BY THE APPLICABLE FEE ORDINANCE. THE APPLICANT HAS THE OPTION TO EITHER: (1) PAY THE MPS FEE AT FINAL PLAT RECORDING, OR (2) PAY THE MPS FEE AT THE
TIME OF BUILDING PERMIT ISSUANCE. IF THE FIRST OPTION IS CHOSEN, THE FEE PAID SHALL BE THE FEE IN EFFECT AT THE TIME OF PLAT APPUCA71ON AND A NOTE SHALL BE PLACED ON
THE FACE OF THE PLAT THAT READS, "ALL FEES REQUIRED BY KfNG COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID." IF THE SECOND OPTION IS CHOSEN, THE
FEE PAID SHALL BE THE AMOUNT IN EFFECT AS OF THE DATE OF BUILDING PERMIT APPLICATION.
15. THE PROPOSED SUBDIVISION SHALL COMPLY WITH THE SENSITIVE AREAS CODE AS OUTLINED IN KCC 21A.24. PRELIMINARY PLAT REVIEW HAS IDENTIFIED THE FOLLOWING SPECIFIC
REQUIREMENTS THAT APPLY TO THIS PROJECT. ALL OTHER APPLICABLE REQUIREMENTS FROM KCC 21A.24 SHALL ALSO BE ADDRESSED BY THE APPLICANT.
A. THE CLASS 3 WETLAND SHALL HAVE A MINIMUM 25-FOOT BUFFER OF UNDISTURBED VEGETATION AS MEASURED FROM THE WETLAND EDGE.
B. BUFFER WIDTH AVERAGING MAY BE ALLOWED BY KING COUNTY IF IT WILL PROVIDE ADDITIONAL PROTECTION TO THE WETLAND OR ENHANCE THERE FUNCTIONS, AS LONG AS THE TOTAL
AREA CONTAINED IN THE BUFFER ON THE DEVELOPMENT PROPOSAL SITE DOES NOT DECREASE. IN NO AREA SHALL THE BUFFER BE LESS THAN 65 PERCENT OF THE REQUIRED MINIMUM
DISTANCE. TO ENSURE SUCH FUNCTIONS ARE ENHANCED A MITIGATION PLAN WILL BE REQUIRED FOR THE REMAINING ON -SITE SENSITIVE AREAS. AN ENHANCEMENT PLAN SHALL BE'.
SUBMITTED FOR REVIEW DURING FINAL ENGINEERING REVIEW.
C. SENSITIVE AREA TRACT(S) SHALL BE USED TO DELINEATE AND PROTECT SENSITIVE AREAS AND BUFFERS IN DEVELOPMENT PROPOSALS FOR SUBDIVISIONS AND SHALL BE RECORDED ON
ALL DOCUMENTS OF TiTLE OF RECORD FOR ALL AFFECTED LOTS.
D. A 15-FOOT BSBL SHALL BE ESTABLISHED FROM THE EDGE OF BUFFER AND/OR THE SENSITIVE AREAS TRACT(S) AND SHOWN ON ALL AFFECTED LOTS.
E. A MITIGATION PLAN AND FINANCIAL GUARANTEE/BOND WILL BE REQUIRED FOR ANY PROPOSED IMPACTS OF SENSITIVE AREAS. THE BOND AMOUNT WILL INCLUDE ALL COMPONENTS OF
THE MITIGATION PLAN INCLUDING, BUT NOT LIMITED TO, PLANTINGS, GRADING, FENCING, SIGNS, INSPECTIONS, AND MONITORING FOR FiVE YEARS.
F. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES ON THE SITE, THE APPLICANT SHALL TEMPORARILY MARK SENSITIVE AREAS TRACT(S) IN A HIGHLY VISIBLE MANNER, AND THESE
AREAS MUST REMAIN SO MARKED UN11L ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREAS ARE COMPLETED.
G. PRIOR TO FINAL APPROVAL OF CONSTRUCTION ACTIVITIES ON THE SITE, THE BOUNDARY BETWEEN THE SENSITIVE AREA TRACT(S) AND ADJACENT LAND SHALL BE IDENTIFIED USING
PERMANENT SIGNS. SIGN SPECIFICATIONS SHALL BE SHOWN ON FINAL ENGINEERING PLANS AND SHALL BE INSTALLED EVERY 50 FEET OR AS DEEMED APPROPRIATE BY COUNTY STAFF
AT THE TIME OF ENGINEERING REVIEW.
H. DURING ENGINEERING PLAT REVIEW THE APPLICANT SHALL PROVIDE A WETLAND HYDROLOGY ANALYSIS TO DEMONSTRATE HOW THE WETLAND HYDROLOGY WILL BE MAINTAINED
POST -CONSTRUCTION.
1. DETEN11ON OUT -FALL STRUCTURES MAYBE PERMITTED WITHIN THE WETLAND BUFFERS, HOWEVER, STRUCTURES SHALL BE LOCATED IN THE OUTER EDGE OF THE BUFFER, IF POSSiBL.E.
ALL BUFFER IMPACTS SHALL BE MITIGATED.
J. DEVELOPMENT AUTHORIZED BY THIS APPROVAL MAY REQUIRE OTHER STATE AND/OR FEDERAL PERMITS OR APPROVALS. IT IS THE APPLICANT'S RESPONSIBILITY TO CORRESPOND WITH
THESE AGENCIES PRIOR TO BEGINNING WORK ON THE SITE.
K. DURING ENGINEERING REVIEW, THE PLAN SET SHAH BE ROUTED TO THE SENSITIVE AREAS GROUP TO DETERMINE IF THE ABOVE CONDITIONS HAVE BEEN MET.
16. THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL ENGINEERING PLAN AND RECORDED PLAT.
RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE
AREAS ANO BUFFERS
DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER'.
THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR' ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE
WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL
PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING
COUNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER
MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KiNG COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL
SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW.
THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION
OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUI-11ON OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND
BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES iN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED.
NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW,
17. SUITABLE RECREATION SPACE SHALL BE PROVIDED CONSISTENT WITH THE: REQUIREMENTS KCC 21A.14.180 AND KCC 21A.14.190 INCLUDING SPORT COURT[S), CHiLDREN'S PLAY EQUIPMENT,
I PICNIC TABLE[S], BENCHES, ETC.
A. A DETAILED RECREATION SPACE PLAN (I.E., LANDSCAPE SPECS, EQUIPMENT SPECS, ETC.) SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY DOES AND KING COUNTY PARKS PRIOR
TO dR CONCURRENT WITH THE SUBMITTAL OF THE ENGINEERING PLANS. THIS PLAN SHALL COMPLY WITH ORDINANCE # 14045.
B. A PERFORMANCE BOND FOR RECREATION SPACE IMPROVEMENTS SHALL BE POSTED PRIOR TO RECORDING OF THE PLAT.
18. A HOMEOWNERS' ASSOCIATION OR OTHER WORKABLE ORGANIZATION SHALL BE ESTABLISHED TO THE SATISFACTION OF DOES WHiCH PROVIDES FOR THE OWNERSHIP AND CONTINUED
MAINTENANCE OF THE RECREATION, OPEN SPACE AND/OR SENSITIVE AREA TRACT(S).
19. STREET TREES SHALL BE INCLUDED IN THE DESIGN OF ALL ROAD IMPROVEMENTS, AND SHALL COMPLY WITH SECTION 5.03 OF THE KCRS AND KCC21A.16.050:
A. TREES SHALL BE PLANTED AT A RATE OF ONE TREE FOR EVERY 40 FEET OF FRONTAGE ALONG ALL ROADS. SPACING MAY BE MODIFIED TO ACCOMMODATE SIGHT DISTANCE
REQUIREMENTS FOR DRIVEWAYS AND INTERSECTIONS.
B. TREES SHALL BE LOCATED WITHIN THE STREET RiGHT-OF-WAY AND PLANTED IN ACCORDANCE WITH DRAWING NO. 5-009 OF THE 1993 KING COUNTY ROAD STANDARDS, UNLESS KING
COUNTY DEPARTMENT OF TRANSPORTATION DETERMINES THAT TREES SHOULD NOT BE LOCATED IN THE STREET RiGHT-OF-WAY.
C. IF KING COUNTY DETERMINES THAT THE REQUIRED STREET TREES SHOULD NOT BE LOCATED WITHIN THE RIGHT-OF-WAY, THEY SHALL BE LOCATED NO MORE THAN 20 FEET FROM THE
STREET RIGHT-OF-WAY LINE.
D. THE TREES SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOCIATION OR OTHER WORKABLE ORGANIZATION UNLESS THE COUNTY HAS
ADOPTED A MAINTENANCE PROGRAM. OWNERSHIP AND MAINTENANCE SHALL BE NOTED ON THE FACE OF THE FINAL RECORDED PLAT.
E. THE SPECIES OF TREES SHALL BE APPROVED BY DOES IF LOCATED WITHIN THE RIGHT-OF-WAY, AND SHALL NOT INCLUDE POPLAR, COTTONWOOD, SOFT MAPLES, GUM, AND
FRUIT -BEARING TREES, OR ANY OTHER TREE OR SHRUB WHOSE ROOTS ARE LIKELY TO OBSTRUCT SANITARY OR STORM SEWERS, OR THAT IS NOT COMPATIBLE WITH OVERHEAD UTILITY
LINES.
F. THE APPLICANT SHALL SUBMIT A STREET TREE PLAN AND BOND QUANTITY SHEET FOR REVIEW AND APPROVAL BY DOES PRIOR TO ENGINEERING PLAN APPROVAL.
G. THE STREET TREES MUST BE INSTALLED AND INSPECTED, OR A PERFORMANCE BOND POSTED PRIOR TO RECORDING OF THE PLAT. IF A PERFORMANCE BOND IS POSTED, THE STREET
TREES MUST BE INSTALLED AND INSPECTED WITHIN ONE YEAR OF RECORDING OF THE PLAT. AT THE TIME OF INSPECTION, IF THE TREES ARE FOUND TO BE INSTALLED PER THE
APPROVED PLAN, A MAINTENANCE BOND MUST BE SUBMITTED OR THE PERFORMANCE BOND REPLACED WITH A MAINTENANCE BOND, AND HELD FOR ONE YEAR. AFTER ONE YEAR, THE
MAINTENANCE BOND MAY BE RELEASED AFTER DOES HAS COMPLETED A SECOND INSPECTION AND DETERMINED THAT THE TREES HAVE BEEN KEPT HEALTHY AND THRIVING.
A LANDSCAPE INSPECTION FEE SHALL ALSO BE SUBMITTED PRIOR TO PLAT RECORDING. THE INSPECTION FEE IS SUBJECT TO CHANGE BASED ON CURRENT COUNTY FEES.
SERA
20. THE FOLLOWING HAVE BEEN ESTABLISHED BY SEPA AS NECESSARY REQUIREMENTS TO MITIGATE THE ADVERSE ENVIRONMENTAL IMPACTS OF THIS DEVELOPMENT. THE APPLICANTS SHALL
DEMONSTRATE COMPLIANCE WITH THESE ITEMS PRIOR TO FINAL APPROVAL
INDIVIDUALLY, OR JOINT WITH OTHER AREA DEVELOPERS, THE APPLICANT SHALL DESIGN AND CONSTRUCT IMPROVEMENTS TO SOUTHEAST 128TH STREET AT 160TH AVE. SE TO MITIGATE:
PROJECT IMPACTS AT THE HIGH ACCIDENT LOCATION.
OR, THE APPLICANT SHALL REDUCE THE PROJECT IMPACTS AT THE HIGH ACCIDENT LOCATION BY COMPLETING THE REMAINDER OF THE IMPROVEMENTS TO SOUTHEAST 136TH STREET (i.EE.
ADDITIONAL PAVING, CONCRETE CURBS, GUTTERS AND SIDEWALKS), 13ETWEEN 158TH AVENUE SE AND 160TH AVENUE SE, AND, REVISE THE CHANNELIZATION AT THE INTERSECTION OF
156TH AVENUE SE/SE 136TH STREET TO PROVIDE A SOUTHBOUND LEFT TURN LANE.
SCHOOL MITIGATION FEES
21. LOTS WITHIN THIS SUBDIVISION ARE SUBJECT' TO KiNG COUNTY CODE 21A.43, WHICH IMPOSES IMPACT FEES TO FUND SCHOOL SYSTEM IMPROVEMENTS NEEDED TO SERVE NEW DEVELOPININT.
AS A CONDITION OF FINAL APPROVAL, FIFTY PERCENT (507.) OF THE IMPACT FEES DUE FOR THE PLAT SHAH BE ASSESSED AND COLLECTED IMMEDIATELY PRIOR TO RECORDING, USING THE
FEE SCHEOU, ES IN EFFECT WHEN THE PLAT RECEIVES FINAL APPROVAL. THE BALANCE OF THE ASSESSED FEE SHALL BE ALLOCATED EVENLY TO THE DWELLING UNITS IN THE PLAT AND
SHALL BE COLLECTED PRIOR TO BUILDING PERMIT ISSUANCE.
SCHOOL WALKWAYS
22. THE APPLICANT, INDIVIDUALLY OR IN CONJUNCTION WITH OTHER DEVELOPERS, SHALL CONSTRUCT AN OFF -SITE WALKWAY TO LIBERTY HiGH SCHOOL FROM THE SiTE. THE WALKWAY SHALL BE
CONSTRUCTED WITHIN THE RIGHT-OF-WAY FROM 160TH AVE SE, EAST At.ONG SE 135TH STREET TO 166TH AVE SE, AND SOUTH TO LIBERTY HIGH SCHOOL AT SE 136TH STREET, OR ViA,
ALTERNATIVE RIGHT-OF-WAY AND EASEMENTS THAT BECOME AVAILABLE AND ARE APPROVED BY DOES. ONE ACCEPTABLE ALTERNATIVE WOULD BE TO USE FUTURE RIGHT-OF-WAY OF
SOUTHEAST 136TH STREET AND 162ND AVENUE SOUTHEAST TO CONNECT WiTH THE SIDEWALK IMPROVEMENT OF "FIVE LOT SUBDIVISION," AND THROUGH THE PLAT OF "FIVE LOT
SUBDIVISION"/LOQP0023 TO THE SOUTHWEST GATE OF LIBERTY HIGH SCHOOL. THE WALKWAY SHAH BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WiTH THE 1993 KING COUNTY ROAD
STANDARDS AND SHOWN ON THE ENGINEERING PLANS FOR DOES REVIEW AND APPROVAL.
ANY SURFACING ALTERNATIVE FROM THE KING COUNTY ROAD STANDARDS; (KCRS 3.09) MAY BE SUBMITTED FOR APPROVAL THROUGH A ROAD VARIANCE APPLICATION.
THE PROPOSED PRELIMINARY PLAT OF LIBERTY GROVE, AS REVISED AND RECEIVED SEPTEMBER 3, 2003, UTILIZING UP TO 5 DENSITY CREDITS (TRANSFERABLE DENSITY RIGHTS), IS APPROVED, SUBJECT TO
THE FOLLOWING CONDITIONS OF FINAL PLAT APPROVAL.
1. A. COMPLIANCE WITH ALL PLATTING PROVISIONS OF TITLE 19 OF THE KING COUNTY CODE.
B. PRIOR TO THE RECORDING OF LIBERTY GROVE, THE PLAT OF LIBERTY GROVE CONTIGUOUS SHALL BE RECORDED (AS DRAINAGE FACILITIES FOR LIBERTY GROVE WILL BE CONSTRUCTED OFF -SITE IN
THE PLAT OF LIBERTY GROVE CONTIGUOUS).
2. ALL PERSONS HAVING AN OWNERSHIP INTEREST IN THE SUBJECT PROPERTY SHALL SiGN ON THE FACE OF THE FINAL PLAT A DEDICATION WHICH INCLUDES THE LANGUAGE SET FORTH IN KING COUNTY
COUNCIL MOTION NO. 5952.
3. A. THE PLAT SHALL COMPLY WITH THE MAXIMUM DENSITY (AND MINIMUM DENSITY) REQUIREMENTS OF THE R-4 ZONE CLASSIFICATION. ALL LOTS SHALL MEET THE MiNIMUM DIMENSIONAL
REQUIREMENTS OF THE R-6 ZONE CLASSIFICATION OR SHALL BE AS SHOWN ON THE FACE OF THE APPROVED PRELIMINARY PLAT, WHICHEVER IS LARGER, EXCEPT THAT MINOR REVISIONS TO THE
PLAT WHICH DO NOT RESULT IN SUBSTANTIAL CHANGES MAY BE APPROVED AT THE DISCRETION OF THE DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES.
B. THE APPLICANT SHALL PROVIDE TRANSFER OF DENSITY CREDIT DOCUMENTATION TO DOES PRIOR TO FINAL APPROVAL TO ALLOW TRANSFER OF A MAXIMUM OF FIVE DENSITY CREDITS.
4. THE APPLICANT MUST OBTAIN FINAL APPROVAL FROM THE KING COUNTY HEALTH DEPARTMENT FOR ABANDONMENT OF EXISTING SEPTIC SYSTEMS ON -SITE SERVING ON AND OFF -SITE HOMES.
5. ALL CONSTRUCTION AND UPGRADING OF PUBLIC AND PRIVATE ROADS SHALL BE DONE IN ACCORDANCE WITH THE KING COUNTY ROAD STANDARDS ESTABLISHED AND ADOPTED BY ORDINANCE NO.
11187, AS AMENDED (1993 KCRS).
6. THE APPLICANT MUST OBTAIN THE APPROVAL OF THE KING COUNTY FIRE PROTECTION ENGINEER FOR THE ADEQUACY OF THE FIRE HYDRANT, WATER MAIN, AND FIRE FLOW STANDARDS OF CHAPTER
17.08 OF THE KING COUNTY CODE.
7. FINAL PLAT APPROVAL SHALL REQUIRE FULL COMPLIANCE WITH THE DRAINAGE PROVISIONS SET FORTH IN KING COUNTY CODE 9.04. COMPLIANCE MAY RESULT IN REDUCING THE NUMBER AND/OR
LOCATION OF LOTS AS SHOWN ON THE PRELIMINARY APPROVED PLAT. PRELIMINARY REVIEW HAS IDENTIFIED THE FOLLOWING CONDITIONS OF APPROVAL WHICH REPRESENT PORTIONS OF THE DRAINAGE
REQUIREMENTS. ALL OTHER APPLICABLE REQUIREMENTS IN KCC 9.04 AND THE SURFACE WATER DESIGN MANUAL (SWDM) MUST ALSO BE SATISFIED DURING ENGINEERING AND FINAL REVIEW.
A. DRAINAGE PLANS AND ANALYSIS SHALL COMPLY WITH THE 1998 KING COUNTY SURFACE WATER DESIGN MANUAL AND APPLICABLE UPDATES ADOPTED BY KING COUNTY. DOES APPROVAL OF THE
DRAINAGE AND ROADWAY PLANS IS REQUIRED PRIOR TO ANY CONSTRUCTION.
B. CURRENT STANDARD PLAN NOTES AND ESC NOTES, AS ESTABLISHED BY DOES ENGINEERING REVIEW, SHALL BE SHOWN ON THE ENGINEERING PLANS.
C. THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL RECORDED PLAT:
ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET
AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS # ON THE FILE WITH DOES AND/OR THE KING COUNTY DEPARTMENT OF TRANSPORTATION. THiS PLAN SHALL BE
SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL.
FOR TLiOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE 11ME OF THE BUILDING PERMIT AND SHALL COMPLY WITH
PLANS ON FILE."
D. THE STORM WATER CONTROL FACILITY SHALL BE LOCATED IN A SEPARATE TRACT AND DEDICATED TO KING COUNTY UNLESS PORTIONS OF THE DRAINAGE TRACT ARE USED FOR REQUIRED
RECREATION SPACE 1N ACCORDANCE WITH KCC 21A.14.180.
8. A DRAINAGE ADJUSTMENT (LO3VO065) IS APPROVED FOR THIS SITE AND FOR THE LIBERTY GROVE CONTIGUOUS SITE (LO3P0005). THE ADJUSTMENT ALLOWS COMBINING THE STORM WATER FROM BOTH
SUBDIVISIONS ON THE LIBERTY GROVE CONTIGUOUS SITE; AND ROUTING POST DEVELOPED FLOWS TO 160TH AVE. SE. A FLOW SPUTTER IS PROPOSED TO MAINTAIN EXISTING FLOWS TO THE SOUTH. ALL
CONDITIONS OF APPROVAL FOR THIS ADJUSTMENT SHALL BE MET PRIOR TO ENGINEERING PLAN APPROVAL. A CONCEPTUAL DRAINAGE PLAN SHOWING THE PRELIMINARY CONFIGURATION WAS RECEIVED
MARCH 11, 2003.
9. THE STORMWATER DETENTION FACILITY SHALL BE DESIGNED TO THE LEVEL 3 FLOW CONTROL STANDARD IN THE 1998 KiNG COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). THE FACILITY SHALL
ALSO BE DESIGNED TO MEET THE BASIC WATER QUALITY MENU.
10. THE DOWNSTREAM DRAINAGE SYSTEM ALONG THE EAST SIDE OF 160TH AVE SE FROM THE SOUTH PLAT BOUNDARY OF LIBERTY GROVE CONTIGUOUS TO APPROXIMATELY 50 FEET SOUTH OF THE
CULVERT 29 (HOUSE # 14028); SHALL BE IMPROVED TO ACHIEVE ADEQUATE DRAINAGE CAPACITY PER THE 1998 KCSWDM. CULVERT 29 IS APPROXIMATELY 900 FEET SOUTH OF THE SOUTHWEST
CORNER OF LCG SITE AND IS SHOWN IN THE LEVEL 1 OFFSITE ANALYSIS RECEIVED SEPTEMBER 3, 2003. PLANS AND SUPPORTING CAPACITY ANALYSIS FOR THIS IMPROVEMENT SHALL BE SUBMITTED
WITH THE ENGINEERING PLANS.
11. THE 100-YEAR FLOODPLAIN FOR ANY ON -SITE WETLANDS OR STREAMS SHALL BE SHOWN ON THE ENGINEERING PLANS AND THE FINAL PLAT PER SPECIAL REQUIREMENT #2 OF THE KCSWDM.
12. THE FOLLOWING ROAD IMPROVEMENTS ARE REQUIRED TO BE CONSTRUCTED ACCORDING TO THE 1993 KING COUNTY ROAD STANDARDS (KCRS):
A. SE 135TH PL SHALL BE IMPROVED TO THE URBAN SUBACCESS STREET STANDARD.
B. FRONTAGE: THE FRONTAGE ALONG 160TH AVE SE SHALL BE IMPROVED TO THE URBAN NEIGHBORHOOD COLLECTOR STANDARD(WEST SiDE ONLY).
C. FRONTAGE: THE FRONTAGE ALONG SE 136TH ST MAY BE IMPROVED TO THE URBAN STANDARDS PER THE SEPA MITIGATION LIST.
D. TRACT A SHALL BE IMPROVED AS A PRIVATE ACCESS TRACT ACCORDING TO SECTION 2.09 OF THE KCRS. THE TRACT SHALL BE OWNED AND MAINTAINED BY THE OWNERS OF THOSE LOTS BEING
SERVED. TRACTS C AND D SHALL EACH BE IMPROVED AS A JOINT USE DRIVEWAY PER SECTION 3.01 OF THE KCRS. THE TRACTS SHALL BE OWNED AND MAINTAINED BY THE OWNERS OF THOSE
LOTS BEING SERVED.
E. A R/W RADIUS SHALL BE DEDICATED AT THE NORTHEAST QUADRANT OF 158TH AVE SE AND SE 136TH ST. (SOUTHWEST CORNER OF LOT 16), AND A SECOND RADIUS SHALL BE DEUx�:ATED AT
THE NORTHWEST QUADRANT OF 160TH AVE SE AND SE 136TH ST. (SOUTHEAST CORNER OF LOT 24).
F. MODIFICATIONS TO THE ABOVE ROAD CONDITIONS MAY BE CONSIDERED ACCORDING TO THE VARIANCE PROVISIONS IN SECTION 1.08 OF THE KCRS.
13. ALL UTILITIES WITHIN PROPOSED RIGHTS -OF -WAY MUST BE INCLUDED WITHIN A FRANCHISE APPROVED BY THE KING COUNTY COUNCIL PRIOR TO FINAL PLAT RECORDING.
14. THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY WITH KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), BY PAYING THE REQUIRED MPS FEE AND ADMINISTRATION FEE AS
DETERMINED BY THE APPLICABLE FEE ORDINANCE. THE APPLICANT HAS THE OPTION TO EITHER: (1) PAY THE MPS FEE AT FINAL PLAT RECORDING, OR (2) PAY THE MPS FEE AT THE TiME OF
BUILDING PERMIT ISSUANCE. iF THE FIRST OPTION IS CHOSEN, THE FEE PAID SHALL BE THE FEE iN EFFECT AT THE TIME OF PLAT APPLICATION AND A NOTE SHALL BE PLACED ON THE FACE OF THE
PLAT THAT READS, "ALL FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID." IF THE SECOND OPTION IS CHOSEN, THE FEE PAID SHALL BE THE
AMOUNT IN EFFECT AS OF THE DATE OF BUILDING PERMIT APPLICATION.
15. THE PROPOSED SUBDIVISION SHALL COMPLY WITH THE SENSITIVE AREAS CODE AS OUTLINED IN KCC 21A.24. PRELIMINARY PLAT REVIEW HAS IDENTIFIED THE FOLLOWING SPECIFIC REQUIREMENTS THAT
APPLY TO THIS PROJECT. ALL OTHER APPLICABLE REQUIREMENTS FROM KCC 21A.24 SHALL ALSO BE ADDRESSED BY THE APPLICANT:
SOUTHEAST 136TH STREET TO THE SOUTH OF THE PROJECT SITE MAY OR MAY NOT BE IMPROVED PRIOR TO BEGINNING CONSTRUCTION ON LIBERTY GROVE. IF ROAD IMPROVEMENTS ARE MADE OR ARE
IN THE PROCESS OF BEING CONSTRUCTED, THEN NO WETLAND CONDITIONS SHALL APPLY. IF HOWEVER THE IMPROVEMENTS ARE NOT MADE OR ARE NOT UNDER CONSTRUCTION, THEN THE EXTENT OF
THE BUFFER/WETLAND AREA SHALL BE SHOWN ON THE PLAT OF LIBERTY GROVE AND A SENSITIVE AREAS TRACT IS REQUIRED FOR THE PROTECTION OF THE CLASS it BUFFER/WETLAND AREA FOR
THE WETLAND IDENTIFIED ON THE PLAT OF EVENDELL.
16. THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL ENGINEERING PLAN AND RECORDED PLAT, IF WETLAND BUFFER IS NECESSARY PER CONDITION 15 ABOVE:
RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE
AREAS AND BUFFERS
DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS
INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION,
MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS
AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL
TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL,
REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE
PROVIDED BY LAW.
AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE
THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA FLAGGED TO THE SATISFAC1TON OF KING
COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE
REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES iN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED.
NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW.
17. SUITABLE RECREATION SPACE SHALL BE PROVIDED CONSISTENT WITH THE REQUIREMENTS KCC 21A.14.180 AND KCC 21A.14.190 IN PROVIDING SPORT COURTIS], CHLDREN'S PLAY EQUIPMENT, PICNIC
TABLE[S], BENCHES, ETC.
A. A DETAILED RECREATION SPACE PLAN (I.E.. LANDSCAPE SPECS, EQUIPMENT SPECS. ETC.) SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY DOES AND KING COUNTY PARKS PRIOR TO OR
CONCURRENT WITH THE SUBMITTAL OF THE ENGINEERING PLANS. THIS PLAN SHALL COMPLY WITH ORDINANCE ## 14045.
B. A PERFORMANCE BOND FOR RECREATION SPACE IMPROVEMENTS SHALL BE POSTED PRIOR TO RECORDING OF THE PLAT.
18. A HOMEOWNERS' ASSOCIATION OR OTHER WORKABLE ORGANIZATION SHALL BE ESTABLISHED TO THE SATISFACTION OF DOES WHICH PROVIDES FOR THE OWNERSHIP AND CONTINUED MAINTENANCE OF
THE RECREATION, OPEN SPACE AND/OR SENSITIVE AREA TRACT(S).
19. STREET TREES SHALL BE INCLUDED IN THE DESIGN OF ALL ROAD IMPROVEMENTS, AND SHALL COMPLY WITH SECTION 5.03 OF THE KCRS AND KCC21A.16.050:
A. TREES SHALL BE PLANTED AT A RATE OF ONE TREE FOR EVERY 40 FEET OF FRONTAGE ALONG ALL ROADS. SPACING MAY BE MODIFIED TO ACCOMMODATE SIGHT DISTANCE REQUIREMENTS FOR
DRIVEWAYS AND INTERSECTIONS.
B. TREES SHALL BE LOCATED WITHIN THE STREET RIGHT-OF-WAY AND PLANTED IN ACCORDANCE WITH DRAWING NO. 5-009 OF THE 1993 KiNG COUNTY ROAD STANDARDS, UNLESS KING COUNTY
DEPARTMENT OF TRANSPORTATION DETERMINES THAT TREES SHOULD NOT BE LOCATED IN THE STREET RIGHT-OF-WAY.
C. IF KING COUNTY DETERMINES THAT THE REQUIRED STREET TREES SHOULD NOT BE LOCATED WITHIN THE RIGHT-OF-WAY, THEY SHALL BE LOCATED NO MORE THAN 20 FEET FROM THE STREET
RIGHT-OF-WAY LINE.
D. THE TREES SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOCIATION OR OTHER WORKABLE ORGANIZATION UNLESS THE COUNTY HAS ADOPTED A
MAINTENANCE PROGRAM. OWNERSHIP AND MAINTENANCE SHALL BE NOTED ON THE FACE OF THE FINAL RECORDED PLAT.
E. THE SPECIES OF TREES SHALL BE APPROVED BY DDES IF LOCATED WITHIN THE RIGHT-OF-WAY, AND SHALL NOT INCLUDE POPLAR, COTTONWOOD, SOFT MAPLES, GUM, AND FRUIT -BEARING
TREES, OR ANY OTHER TREE OR SHRUB WHOSE ROOTS ARE LIKELY TO OBSTRUCT SANITARY OR STORM SEWERS, OR THAT IS NOT COMPATIBLE WITH OVERHEAD UTILITY LINES.
F. THE APPLICANT SHALL SUBMIT A STREET TREE PLAN AND BOND QUANTITY SHEET FOR REVIEW AND APPROVAL BY ODES PRIOR TO ENGINEERING PLAN APPROVAL.
G. THE STREET TREES MUST BE INSTALLED AND INSPECTED, OR A PERFORMANCE BOND POSTED PRIOR TO RECORDING OF THE PLAT. IF A PERFORMANCE BOND IS POSTED, THE STREET TREES MUST
BE INSTALLED AND INSPECTED WITHIN ONE YEAR OF RECORDING OF THE PLAT. AT THE TIME OF INSPECTION, IF THE TREES ARE FOUND TO BE INSTALLED PER THE APPROVED PLAN, A
MAINTENANCE BOND MUST BE SUBMITTED OR THE PERFORMANCE BOND REPLACED NTH A MAINTENANCE BOND, AND HELD FOR ONE YEAR. AFTER ONE YEAR, THE MAINTENANCE BOND MAY BE
RELEASED AFTER DDES HAS COMPLETED A SECOND INSPECTION AND DETERMINED THAT THE TREES HAVE BEEN KEPT HEALTHY AND THRIVING.
A LANDSCAPE INSPECTION FEE SHALL ALSO BE SUBMITTED PRIOR TO PLAT RECORDING. THE INSPECTION FEE IS SUBJECT TO CHANGE BASED ON CURRENT COUNTY FEES.
20. THE FOLLOWING HAVE BEEN ESTABLISHED BY SEPA AS NECESSARY REQUIREMENTS TO MITIGATE THE ADVERSE ENVIRONMENTAL IMPACTS OF THIS DEVELOPMENT. THE APPLICANTS SHALL DEMONSTRATE
COMPLIANCE WITH THESE ITEMS PRIOR TO FINAL APPROVAL.
INDIVIDUALLY, OR JOINT WITH OTHER AREA DEVELOPERS, THE APPLICANT SHALL DESIGN AND CONSTRUCT IMPROVEMENTS TO SOUTHEAST 128TH STREET AT 160TH AVE. SE TO MITIGATE PROJECT
IMPACTS AT THE HIGH ACCIDENT LOCATION.
OR, THE APPLICANT SHALL REDUCE THE PROJECT IMPACTS AT THE HIGH ACCIDENT LOCATION BY COMPLETING THE REMAINDER OF THE IMPROVEMENTS TO SOUTHEAST 136TH STREET (I.E. ADDITIONAL
PAVING, CONCRETE CURBS, GUTTERS AND SIDEWALKS), BETWEEN 158TH AVENUE SE AND 160TH AVENUE SE, AND, REVISE THE CHANNEUZATION AT THE INTERSECTION OF 156TH AVENUE SE/SE 136TH
STREET TO PROVIDE A SOUTHBOUND LEFT TURN LANE.
SCHOOL MITIGATION FEES
21. LOTS WITHIN THIS SUBDIVISION ARE SUBJECT TO KING COUNTY CODE 21A.43, WHICH IMPOSES IMPACT FEES TO FUND SCHOOL SYSTEM IMPROVEMENTS NEEDED TO SERVE NEW DEVELOPMENT. AS A
CONDITION OF FINAL APPROVAL, FIFTY PERCENT (50%) OF THE IMPACT FEES DUE FOR THE PLAT SHALL BE ASSESSED AND COLLECTED IMMEDIATELY PRIOR TO RECORDING, USING THE FEE SCHEDULES
IN EFFECT WHEN THE PLAT RECEIVES FINAL APPROVAL. THE BALANCE OF THE ASSESSED FEE SHALL BE ALLOCATED EVENLY TO THE DWELLING UNITS IN THE PLAT AND SHALL BE COLLECTED PRIOR
TO BUILDING PERMIT ISSUANCE.
SCHOOL WALKWAYS
22. THE APPLICANT, INDIVIDUALLY OR IN CONJUNCTION NTH OTHER DEVELOPERS, SHALL CONSTRUCT AN OFF -SITE WALKWAY TO LIBERTY HIGH SCHOOL FROM THE SITE. THE WALKWAY SHALL BE
CONSTRUCTED WITHIN THE RIGHT-OF-WAY FROM 160TH AVE SE, EAST ALONG SE 135TH STREET TO 166TH AVE SE, AND SOUTH TO LIBERTY HIGH SCHOOL AT SE 136TH STREET, OR VIA ALTERNATIVE
RIGHT-OF-WAY AND EASEMENTS THAT BECOME AVAILABLE AND ARE APPROVED BY DOES. ONE ACCEPTABLE ALTERNATIVE WOULD BE TO USE FUTURE RIGHT-OF-WAY OF SOUTHEAST 136TH STREET
AND 162ND AVENUE SOUTHEAST TO CONNECT WITH THE SIDEWALK IMPROVEMENT OF "FIVE LOT SUBDIVISION," AND THROUGH THE PLAT OF "FIVE LOT SUBDIVISION"/LOOP0023 TO THE SOUTHWEST GATE
OF LIBERTY HIGH SCHOOL. THE WALKWAY SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE NTH THE 1993 KING COUNTY ROAD STANDARDS AND SHOWN ON THE ENGINEERING PLANS FOR
DOES REVIEW AND APPROVAL.
ANY SURFACING ALTERNATIVE FROM THE KING COUNTY ROAD STANDARDS (KCRS 3.09) MAY BE SUBMITTED FOR APPROVAL THROUGH A ROAD VARIANCE APPLICATION.
R=322202
KiNG COUNTY D.D.E.S.
Review Engineer
Senior Engineer
Completion Date
VVII1PIuLIVI-i VUty
JAMES H. SANDERS, P.E. Approval Date
DEVELOPMENT ENGINEER
Comments:
REV. NO. I DATE I DESCRIPTION APPROVED
®AL.EY-MORROW-POBL.ETE INC. ,ENT
V`� � 726 AUBURN WAY NORTH � ����E DEVELOPMENT' INC.
AUBURN, WASHINGTON 98002 P.O. BOX 146, RENTON, WA., 98057
PHONE: (253)333---2200 (FAX)333-2206 PHONE No. (425)228-9750
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DRAWN 1 H.D.O. BY S
EXPIRES 9 JAN 2008 SCALE NONE DRAMMIN 1470ENG - ;HIT
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STAMP NOT VAUD UNLESS SIGNED do DATED ��O�vI.L.D. DATi�' 4 27 05 "' 01-470 1F ____19_
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