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POR OF THE NE 1/4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, ALL IN SEC.
DECISION:
THE PROPOSED PRELIMINARY PLAT OF EAST RENTON, AS REVISED AND RECEIVED ON MARCH 17, 2006, IS APPROVED, SUBJECT TO 774E
M177CA nQUAMPACT FEES:
13. 774E APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY WITH KING COUNTY CODE 14.75, U177GA77ON PAYMENT SYSTEM (MPS),
FOLLOWING CONDITI0NS OF FINAL PLAT APPROVAL:
BY PAYING 774E REQUIRED MPS FEE AND ADMINISTRA77ON FEE AS DETERMINED BY THE APPLICABLE FEE ORDINANCE. 774E
1. COMPLIANCE WITH ALL PLA777NG PROVISIONS OF 777LE 19A OF 774E KING COUNTY CODE.
APPLICANT HAS THE OP7701V TO El7HER: (1) PAY THE MPS FEE AT THE FINAL PLAT RECORDING, OR (2) PAY THE MPS FEE
AT THE TIME OF BUILDING PERMIT ISSUANCE. IF THE FIRST OP77ON IS CHOSEN, THE FEE PAID SHALL BE THE FEE IN EFFECT
2. ALL PERSONS HAVING AN OWNERSHIP INTEREST /N THE SUBJECT PROPERTY SHALL SIGN ON THE FACE OF THE FINAL PLAT A
AT 774E TIME OF PLAT APPLICA7ON AND A N07E SHALL BE PLACED ON THE FACE OF THE PLAT 7HAT READS, ALL FEES
DEDICATION 7HAT INCLUDES THE LANGUAGE SET FORTH IN KING COUNTY COUNCIL MO77ON NO. 5952.
REQUIRED BY KING COUNTY CODE 14.75, M177GA77ON 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.
J. THE PLAT SHALL COMPLY WITH THE BASE DENSITY AND MINIMUM DENSITY REQUIREMENTS OF THE R-4 ZONE CLASSIFICATION.
ALL LOTS SHALL MEET THE MIN/MUM DIMENSIONAL REQUIREMENTS OF THE R-4 ZONE CLASSIFICA7ION OR SHALL BE AS SHOWN
14. LOTS WITHIN THIS SUBDIVISION ARE SUBJECT TO KING COUNTY CODE 21A.43, WHICH IMPOSES IMPACT FEES TO FUND SCHOOL
ON THE FACE OF THE APPROVED PRELIMINARY PLAT, WHICHEVER /S LARGER, EXCEPT THAT MINOR REVISIONS TO THE PLAT
SYSTEM IMPROVEMENTS NEEDED TO SERVE NEW DEVELOPMENT. AS A COND177ON OF FINAL APPROVAL, FIFTY PERCENT (5OX)
WHICH DO NOT RESULT IN SUBSTANTIAL CHANGES MAY BE APPROVED AT THE DISCRE77ON OF THE DEPARTMENT OF
OF 774E IMPACT FEES DUE FOR THE PLAT SHALL BE ASSESSED AND COLLECTED IMMEDIATELY PRIOR TO THE RECORDING, USING
DEVELOPMENT AND ENVIRONMENT SERVICES
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.
AN PLAT BOUNDARY DISCREPANCY(!ES) SHALL BE RESOLVED TO THE SA77SFAC77ON OF DDES PRIOR TO THE SUBMITTAL
OF 774E FINAL PLAT DOCUMENTS. AS USED IN THIS CONDITION, DISCREPANCY" IS A BOUNDARY HIATUS, AN OVERLAPPING
WETLANDS'
BOUNDARY OR A PHYSICAL APPURTENANCE WHICH INDICATES AN ENCROACHMENT, LINES OF POSSESSION OR A CONFLICT OF
15. PRELIMINARY PLAT REVIEW HAS IDEN77FIED SPECIFIC REQUIREMENTS WHICH APPLY TO THIS PROJECT AS LISTED BELOW. ALL
77TLE.
OTHER APPLICABLE REQUIREMENTS FROM K.C.C. 21A.24 SHALL ALSO BE ADDRESSED BY THE APPLICANT.
4. THE APPLICANT MUST OBTAIN FINAL APPROVAL FROM THE KING COUNTY HEALTH DEPARTMENT.
A. THE CLASS 2 WETLAND SHALL HAVE A MINIMUM 50-FOOT BUFFER OF UNDISTURBED VEGETAT7ON AS MEASURED FROM THE
5. ALL CONSTRUCTION AND UPGRADING OF PUBLIC AND PRI VA TE ROADS SHALL BE DONE /N ACCORDANCE W177-1 THE KING COUNTY
WETLAND EDGE.
ROAD STANDARDS ESTABLISHED AND ADOPTED BY ORDINANCE NO. 11187, AS AMENDED (1993 KCRS. (ALSO SEE COND177ONS
B. SENSITIVE AREA TRACT(S) SHALL BE USED TO DELINEATE AND PR07ECT SENS177V>= AREAS AND BUFFERS /N DEVELOPMENT
8 AND 24.)
PROPOSALS FOR SUBDIVISIONS AND SHALL BE RECORDED ON ALL DOCUMENTS OF 777LE OF RECORD FOR ALL AFFECTED
6. THE APPLICANT MUST OBTAIN THE APPROVAL OF THE KING COUNTY FIRE PROTECTION ENGINEER FOR THE ADEQUACY OF THE
LOTS:
FIRE HYDRANT, WATER MAIN, AND FIRE FLOW STANDARDS OF CHAPTER 17.08 OF 7HE KING COUNTY CODE.
C. BUFFER WIDTH AVERAGING MAY BE ALLOWED BY KING COUNTY IF IT WILL PROVIDE ADDIT70NAL PR07EC77ON TO THE
WETLAND/STREAM OR ENHANCE THEIR FUNCTIONS, AS LONG AS THE TOTAL AREA CONTAINED IN THE BUFFER ON THE
ALL FUTURE RESIDENCES CONSTRUCTED WITHIN 774IS SUBDIVISION ARE REQUIRED TO BE SPR/NKLERED (NFPA 13D) UNLESS THE
DEVELOPMENT PROPOSAL SITE DOES NOT DECREASE. IN NO AREA SHALL THE BUFFER BE LESS THAN 65 PERCENT OF
REQUIREMENT IS REM
OVED MOVED BY 774E KING COUNTY FIRE MARSHAL OR HIS111HER DESIGNEE. THE FIRE CODE REQUIRES ALL
774E REQUIRED MIN/MUM DISTANCE. TO ENSURE SUCH FUNCTIONS ARE ENHANCED A MITIGATION PLAN WILL BE REQUIRED
POR77ONS OF 774E EXTERIOR WALLS OF STRUCTURES TO BE WITHIN 150 FEET (AS A PERSON WOULD WALK VIA AN APPROVED
FOR 774E REMAINING ON -SITE SENSITIVE AREAS AN ENHANCEMENT PLAN SHALL BE SUBMITTED FOR REVIEW DURING
ROUTE AROUND 774E BUILDING) FROM A MIN/MUM 20-FOOT WIDE, UNOBSTRUCTED DR/NNG SURFACE. TO QUALIFY FOR REMOVAL
ENGINEERING REVIEW.
OF THE SPRINKLER REQUIREMENT, DRIVING SURFACES BETWEEN CURBS MUST BE A MINIMUM OF 28 FEET /N WIDTH WHEN
PARKING IS ALLOWED ON ONE SIDE OF THE ROADWAY, AND AT LEAST 36 FEET IN WIDTH WHEN PARKING IS PERMITTED ON
D. A 15-FOOT BSBL SHALL BE ESTABLISHED FROM THE EDGE OF BUFFER AND/OR THE SENS177VE AREAS TRACT(S) AND
BOTH SIDES. 774E ROAD WIDTH REQUIREMENT APPLIES TO BOTH ON -SITU ACCESS AND ROADS ACCESSING THE SUBDIVISION.
SHOWN ON ALL AFFECTED LOTS.
7. FINAL PLAT APPROVAL SHALL REQUIRE FULL COMPLIANCE WITH 774E DRAINAGE PROVISIONS SET FORTH IN KING COUNTY CODE
E. TO ENSURE LONG TERM PR07EC77ON OF THE SENSITIVE AREAS A SPLIT -RAILED FENCE OF NO MORE THAN 4 FEET IN
9.04. COMPLIANCE MAY RESULT IN REDUCING THE NUMBER AND/OR LOCA77ON OF LOTS AS SHOWN ON 774E PRELIMINARY
HEIGHT SHALL BE INSTALLED ALONG THE SENS177W AREA TRACT BOUNDARIES 1N THE AREA OF PROPOSED L07S.
APPROVED PLAT. PRELIMINARY REVIEW HAS IDENTIFIED THE FOLLOWING COND177ONS OF APPROVAL, WHICH REPRESENT
SENSITIVE AREA SIGNS SHALL BE ATTACHED TO THE FENCE AT NO LESS THAN 100 FOOT INTERVALS.
POR77ONS OF THE DRAINAGE REQUIREMENTS. ALL 077-IER APPLICABLE REQUIREMENTS IN KCC 9.04 AND THE SURFACE WATER
DESIGN MANUAL (SWOM) MUST ALSO BE SA77SFIED DURING ENGINEERING AND FINAL REVIEW.
F. lF ALTERATIONS OF STREAMS AND/OR WETLANDS ARE APPROVED IN CONFORMANCE W)TH K.C.C. 21A.24, THEN A DETAILED
PLAN TO M177GA TF FOR IMPACTS FROM T HA T AL TERA T70N WILL BE REQUIRED TO BE REVIEWED AND APPROVED ALONG WITH
A. DRAINAGE PLANS AND ANALYSIS SHALL COMPLY WI7N 774E 1998 KING COUNTY SURFACE WATER DESIGN MANUAL. DDES
THE PLAT ENGINEERING PLANS A PERFORMANCE BOND OR 01NER FINANCIAL GUARANTEE WILL BE REQUIRED AT THE TIME
APPROVAL OF THE DRAINAGE AND ROADWAY PLANS IS REQUIRED PRIOR TO ANY CONSTRUCTION.
OF PLAN APPROVAL TO GUARANTEE THAT 774E M177GA110N MEASURES ARE INSTALLED ACCORDING TO THE PLAN. ONCE
THE U177GAT70N WORK IS COMPLETED TO A DDES SENIOR ECOLOGIST'S SATISFACTION, THE PERFORMANCE BOND MAY BE
B. CURRENT STANDARD PLAN NOTES AND ESC NOTES, AS ESTABLISHED BY DDES ENGINEERING REVIEW SHALL BE SHOWN ON
REPLACED BY A MAINTENANCE BOND FOR THE REMAINDER OF THE FIVE-YEAR MONITORING PERIOD TO GUARANTEE THE
THE ENGINEERING PLANS.
SUCCESS OF THE M177GATTON. THE APPLICANT SHALL BE RESPONSIBLE FOR THE /NSTALLA770N, MAINTENANCE AND
MONITORING OF ANY APPROVED MITIGATION. THE M177GA77ON PLAN MUST BE INSTALLED PRIOR TO FINAL INSPECTION OF
C. THE FOLLOWING N07E SHALL BE SHOWN ON 774E FINAL RECORDED PLAT
THE PLAT.
"ALL BUILDING DOWNSPOUTS; F0077NG DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PA770S AND
G. PRIOR TO COMMENCING CONSTRUCTION AC77VI77ES ON THE SITE, THE APPLICANT SHALL TEMPORARILY MARK SENS177VE
DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED
AREAS TRACT(S) IN A HIGHLY VISIBLE MANNER, AND THESE AREAS MUST REMAIN SO MARKED UN77L ALL DEVELOPMENT
CONSTRUC77ON DRAWINGS ,f -_ _- ON FILE WITH DDES AND/OR 774E DEPARTMENT OF TRANSPORTATION. 774IS
PROPOSAL ACT7V7T7ES IN THE VICINITY OF THE SENSITIVE AREAS ARE COMPLETED.
PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNEC77ONS OF 774E DRAINS MUST BE
CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPEC77ON APPROVAL. FOR THOSE LOTS 774AT ARE
H. DURING ENGINEERING PLAN REVIEW THE APPLICANT SHALL PROVIDE A WETLAND HYDROLOGY ANALYSIS TO DEMONSTRATE
DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE
HOW THE WETLAND HYDROLOGY WILL BE MAINTAINED POST -CONSTRUCTION.
BUILDING PERMIT AND SHALL COMPLY Wl7H THE PLANS ON FILE."
I. DETENTION OUT -FALL STRUCTURES MAYBE PERMITTED WI774IN THE WETLAND/STREAM BUFFERS, HOWEVER, STRUCTURES
D. STORM WATER
OR ATE FACILITIES SHALL BE DESIGNS D USING THE KCRTS LEVEL ONE FLOW CO
CONTROL STANDARD. WATER QUALITY
SHALL E L A
B OC 1ED IN THE OUTER EDGE OF THE BUFFER 1F POSSIBLE. ALL BUFFER PA AL 77 A
IMPACTS SHALL BE Ml G 1ED.
FACILITIES SHALL ALSO BE PROVIDED USING THE BASIC WATER QUALITY PR07ECT70N MENU. THE SIZE OF THE PROPOSED
DRAINAGE TRACTS MAY HAVE TO INCREASE TO ACCOMMODA7E 774E REQUIRED DETENT70N VOLUMES AND WATER QUALITY
16. DEVELOPMENT AUTHORIZED BY THIS APPROVAL MAY REQUIRE OTHER STATE AND/OR FEDERAL PERMITS OR APPROVALS. IT IS
FACILITIES. ALL RUNOFF CONTROL FACIL177ES SHALL BE LOCATED IN A SEPARATE TRACT AND DEDICATED TO KING
THE APPLICANTS RESPONSIBILITY TO CORRESPOND WITH THESE AGENCIES PRIOR TO BEGINNING WORK ON THE SITE
COUNTY UNLESS POR77ONS OF THE DRAINAGE TRACT ARE USED FOR RECREATION SPACE IN ACCORDANCE WITH KCC
21A.14.180.
17. DURING ENGINEERING REVIEW, 774E PLAN SET SHALL BE ROUTED TO 774E SENS177VE AREAS GROUP TO DETERMINE IF THE ABOVE
CONDI7IONS HAVE BEEN MET.
E. THE APPLICANT HAS RECEIVED APPROVAL FOR TWO DRAINAGE ADJUSTMENT APPLICA77ONS REGARDING DESIGNS FOR THE
DISCHARGE OF STORM WATER AND A SHARED FACILITY DETENTION POND. THE ADJUSTMENT DECISIONS ARE CONTAINED
GEOTFCHNICAL'
WITHIN FILE NUMBERS L02VO089 AND L04V0103. DURING FINAL RENEW OF THE ENGINEERING PLANS, ALL APPLICABLE
COND177ONS OF THE ADJUSTMENT APPROVALS SHALL BE SA77SFIED INCLUDING REQUIREMENTS FOR THE SHARED FACILITY
18. THE APPLICANT SHALL DELINEATE ALL ON -SITE EROSION HAZARD AREAS ON THE FINAL ENGINEERING PLANS (EROSION HAZARD
LOCATED OFFSI7E WITHIN THE PLAT OF ROSEMONTE.
AREAS ARE DEFINED IN KCC 21A.06.415). THE DELINEA77ON OF SUCH AREAS SHALL BE APPROVED BY A DDES GEOLOGIST. THE
REQUIREMENTS FOUND IN KCC 21A.24.220 CONCERNING EROSION HAZARD AREAS SHALL BE MET, INCLUDING SEASONAL
F. AS STATED IN THE DRAINAGE ADJUSTMENT DECISION, THE OFFSITE DRAINAGE POND SHALL BE DESIGNED USING THE LEVEL
RESTRIC710NS ON CLEAR/NG AND GRADING ACTIVITIES.
1 FLOW CONTROL STANDARD. BASIC WATER QUALITY STANDARDS ARE ALSO REQUIRED FOR DESIGN OF THE FACILITY. IF
A WET POND FACILITY IS PROVIDED FOR WATER QUALITY, THE DESIGN SHALL COMPLY WITH THE J. 1 FLOW LENGTH RA770
SENSI77VE AREA:
AS OUTLINED ON PAGE 6-72 /N THE DRAINAGE MANUAL. FOR EVALUAT70N OF THE ONSI7E STORM VAULT AND THE
OFFSITE DETEN77ON POND, A SOILS REPORT SHALL BE PREPARED BY A GE07ECHNICAL ENGINEER TO EVALUATE 774E SOILS
19. THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL ENGINEERING PLAN AND RECORDED PLAT:
AND GROUNDWATER CONDITIONS.
RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE
G. FOR ANY PROPOSED BYPASS OF STORM WATER FROM THE FLOW CONTROL FACILITY, 774E FINAL DRAINAGE DESIGNS SHALL
AREAS AND BUFFERS
COMPLY WITH APPLICABLE DESIGN REQUIREMENTS IN THE DRAINAGE MANUAL AS OUTLINED ON PAGES 1-36 AND 3-52.
DEDICA7ON OF A SENSI77VE AREA IRA CT/SENSIT7VE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN
H. AS REQUIRED BY SPECIAL REQUIREMENT NO. 2 IN THE DRAINAGE MANUAL, THE 100-YEAR FLOODPLAIN BOUNDARIES FOR
THE LAND WITHIN THE 7RACTISENS177W AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVA710N OF NATIVE
THE ONS17E- WETLANDS SHALL BE SHOWN ON THE FINAL ENGINEERING PLANS AND RECORDED PLAT.
IIEGETAT70N FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE
WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PR07EC77ON OF PLANT AND ANIMAL HABITAT. THE SENSITIVE
AREA TRACT/SENSI RVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND
ACCESS AND ROADS-
SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING
8. THE PROPOSED SUBDIVISION SHALL COMPLY WITH THE 199J KING COUNTY ROAD STANDARDS (KCRS) INCLUDING THE FOLLOWING
COUNTY, TO LEAVE UNDISTURBED ALL TREES AND 07HER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE
REQUIREMENTS.,
VEGETAT7ON WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR
DAMAGED WITHOUT APPROVAL /N WRI77NG FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL
A. DURING PRELIMINARY REVIEW THE APPLICANT SUBMITTED A ROAD VARIANCE APPLICATION (FILE NO. L03Vt7049), REGARDING
SERVICES OR 17S SUCCESSOR AGENCY ' UNLESS OTHERWISE PROVIDED BY LAW.
THE CREST VERTICAL CURVE AND SUBSTANDARD STOPPING SIGHT DISTANCE ALONG THE PLAT FRONTAGE. IN RESPONSE
TO THE VARIANCE APPLICATION, THE KING COUNTY ROAD ENGINEER PROVIDED A DECISION LETTER DATED OCTOBER 20,
THE COMMON BOUNDARY BETWEEN THE TRACT SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST
2004 WHICH APPROVED THE VARIANCE BASED UPON SPECIFIC DESIGN CR17ERIA FOR CONSTRUC77NG 1487H AVE SE. AS
BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING
N07ED IN THE VARIANCE DECISION, THE CREST CURVE ON 1487H AVE SE MUST BE RECONSTRUCTED TO PROVIDE 455
CONSTRUCTION OR OTHER DEVELOPMENT ACTIWTY ON A LOT SUBJECT TO THE SENS177VE AREA TRACT/SENSITIVE AREA AND
FEET OF STOPPING SIGHT DISTANCE BASED UPON DESIGN CRITERIA WITH A 2-FOOT TARGET. THE FINAL ROAD
BUFFER. 774E REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UN77L ALL DEVELOPMENT PROPOSAL ACTIVITIES IN
IMPROVEMENTS AND DESIGN PLANS FOR THE PROJECT SHALL DEMONSTRATE COMPLIANCE WITH ALL APPLICABLE
THE VICINITY OF 774E SENS177VE" AREA ARE COMPLETED.
COND17701VS OF APPROVAL AS STATED IN THE VARIANCE DECISION.
NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE
B. 148TH AVENUE SE SHALL BE IMPROVED ALONG THE FRONTAGE AS AN URBAN COLLECTOR ARTERIAL INCLUDING ALL
PROVIDED BY LAW.
DESIGN CR17ERIA FROM THE ROAD VARIANCE DECISION. IN ACCORDANCE WITH KCRS 2.02, THE CURB LOCA77ON SHALL BE
DESIGNED AT 22-FEET FROM 7HE ROAD CROWN TO PROVIDE FULL WIDTH TRAVEL LANES AND A BIKE LANE. THE
01NER:
PRELIM/NARY DESIGN PLANS FOR EAST RENTON SHOWS ROAD GRADING EXTENDING OUTSIDE THE RIGHT-OF-WAY ON THE
2a 774E PLAT DESIGN SHALL BE REVISED TO PROVIDE THE MINIMUM SUITABLE RECREATION SPACE CONSISTENT WITH 714E
EAST SIDE OF 148TH AVE SE. DURING FINAL ENGINEERING REVIEW, THE APPLICANT SHALL ACQUIRE EASEMENTS FOR ANY
REQUIREMENTS OF K.C.C. 21A.14.180 AND K.C.C. 21A. 14.190 (I.E., MIN/MUM AREA, AS WELL AS, SPORT COUR7[SJ CHILDRENS
PROPOSED CONSTRUCTION ON PRIVATE PROPERTY OR PROVIDE AN ALTERNATIVE DESIGN WHICH IS ACCEPTABLE TO KING
PLAY EQUIPMENT, PICNIC TABLE[SI BENCHES, ETC.), AS SHOWN ON HEARING EXH. NO. 26.
COUNTY FOR ROAD CONSTRUCTION WITHIN THE EXIS77NG RIGHT-OF-WAY
C. THE PROJECT ENTRY ROAD TO 148TH AVE SE SHALL BE IMPROVED AS AN URBAN NEIGHBORHOOD COLLECTOR. AS
A. A DETAILED RECREATION SPACE PLAN (I.E., LOCATION, AREA CALCULATIONS, DIMENSIONS, LANDSCAPE SPECS, EQUIPMENT
SHOWN ON THE PRELIMINARY PLAT, THE REQUIRED RIGHT-OF-WAY WIDTH IS 56 FEET:
SPECS, ETC.) SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY DDES PRIOR TO OR CONCURRENT WITH 774E
SUBMITTAL OF ENGINEERING PLATS.
D. THE PROPOSED ROADS WITHIN THE SUBDIVISION SHALL BE IMPROVED USING URBAN DESIGN STANDARDS AND IN
ACCORDANCE WITH THE STREET CLASSIF7CA77ONS SHOWN ON THE PRELIMINARY PLAT MAP.
B. A PERFORMANCE BOND FOR RECREATION SPACE IMPROVEMENTS SHALL BE POSTED PRIOR TO RECORDING OF THE PLAT.
E. TRACT D SHALL BE IMPROVED AS A PRIVATE JOINT USE DRIVEWAY SERVING A MAXIMUM OF TWO L075. THE LOTS
21. TRACT E SHALL BE DESIGNATED FOR RECREATIONAL AREA, WITH AN APPROVED TRAIL (ACROSS WETLAND BUFFERS) EXTENDING
SERVED SHALL HAVE UNDIVIDED OWNERSHIP OF THE TRACT AND BE RESPONSIBLE FOR ITS MAINTENANCE. AS SPECIFIED
FROM THE RECREA7IONAL TRACT G AND FUNC770NING AS AN EXTENSION OF RECREA7ION FROM TRACT G. PLANS FOR THE
IN KCRS 3.01C, IMPROVEMENTS SHALL INCLUDE AN 18 FOOT PAVED SURFACE AND A MIN/MUM TRACT WIDTH OF 20 FEET.
TRACT - DESIGNATION AND DESIGN, SHALL COMPLY WITH CODES AND SHALL BE TO THE SA77SFAC77ON OF DDES PRIOR TO
DRAINAGE CONTROL SHALL INCLUDE A CURB OR THICKENED EDGE ON ONE SIDE.
ENGNEERING APPROVAL.
F. STREET TREES SHALL BE INCLUDED IN 774E DESIGN OF ALL ROAD IMPROVEMENTS AND SHALL COMPLY WITH SECTION 5.03
22. A HOMEOWNERS' ASSOCIATION OR 077-IER WORKABLE ORGANIZATION SHALL BE ESTABLISHED TO THE SATISFACTION OF DDES
OF THE KCRS
WHICH PROVIDES FOR THE OWNERSHIP AND CON77NUED MAINTENANCE OF THE RECREATION, OPEN SPACE AND/OR SENSITIVE
AREA TRACT(S) WHICH COMBINES USAGE OF RECREATION AREA WIT-11N L03P0018, THE PLAT OF ROSEMONTE, PURSUANT TO
G. STREET ILLUMINAT70N SHALL BE PROVIDED ALONG 774E PLAT FRONTAGE AND AT INTERSECTIONS WITH ARTERIALS IN
HEARING EXH. NO. 26. (SEE COND177ON NO. 25.)
ACCORDANCE WITH KCRS 5.05.
23. STREET TREES SHALL BE PROVIDED AS FOLLOWS (PER KCRS 5.03 AND K.C.C. 21A.16.050):
H. 774E PROPOSED ROAD IMPROVEMENTS SHALL ADDRESS THE REQUIREMENTS FOR ROAD SURFACING OUTLINED IN KCRS
CHAPTER 4. AS NOTED IN SEC77ON 4.0IF, FULL WIDTH PAVEMENT OVERLAY IS REQUIRED WHERE WIDENING EXISTING
A. TREES SHALL BE PLANTED AT A RATE OF ONE TREE FOR EVERY 40 FEET OF FRONTAGE ALONG ALL ROADS SPACING
ASPHALT, UNLESS OTHERWSE APPROVED BY KING COUNTY.
MAY BE MODIFIED TO ACCOMMODATE SIGHT DISTANCE REQUIREMENTS FOR DRIVEWAYS AND INTERSECTIONS.
I. 148TH AVE SE IS CLASSIFIED AS AN ARTERIAL STREET WHICH MAY REQUIRE DESIGNS FOR BUS ZONES AND TURN OUTS
B. TREES SHALL BE LOCATED WITHIN THE STREET RIGHT-OF-WAY AND PLANTED IN ACCORDANCE WITH DRAWING NO. 5-009
AS SPECIFIED IN KCRS 2.16, 774E DESIGNER SHALL CONTACT METRO AND THE LOCAL SCHOOL DISTRICT TO DETERMINE
OF THE 1993 KING COUNTY ROAD STANDARDS, UNLESS KING COUNTY DEPARTMENT OF TRANEPORTAT70N DETERMINES THAT
SPECIFIC REQUIREMENTS.
TREES SHOULD NOT BE LOCATED IN 774E STREET RIGHT-OF-WAY.
J. MODIFlCA77ONS TO 774E ABOVE ROAD CONDITIONS MAY BE CONSIDERED BY KING COUNTY PURSUANT TO THE VARIANCE
C. IF KING COUNTY DETERMINES THAT THE REQUIRED STREET TREES SHOULD NOT BE LOCATED WITHIN THE RIGH OF -WAY,
PROCEDURES IN KCRS 1.08.
THEY SHALL BE LOCATED NO MORE THAN 20 FEET FROM THE STREET RIGHT-OF-WAY LINE.
9. ALL U77LI77ES WITHIN PROPOSED RIGHTS -OF -WAY MUST BE INCLUDED WITHIN A FRANCHISE APPROVED BY THE KING COUNTY
D. THE TREES SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOCIA7701V OR
COUNCIL PRIOR TO FINAL PLAT RECORDING.
07HER WORKABLE ORGANIZA7ON UNLESS 774E COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. OWNERSHIP AND
10. THE S17E PLANS FOR EAST RENTON SHOW THE NORTHERLY ROAD STUB FOR 145TH AVE SE WHICH MAY EXTEND INTO THE
MAINTENANCE SHALL BE N07ED ON THE FACE OF THE FINAL RECORDED PLAT.
WETLAND BUFFER AND ASSOCIATED SETBACK WITHIN THE ROSEMONT PLAT. DURING ENGINEERING REVIEW FOR EAST RENTON, A
E. THE SPECIES OF TREES SHALL BE APPROVED BY DDES IF LOCATED WITHIN 774E RIGHT-OF-WAY, AND SHALL NOT INCLUDE
REVISED ROAD ALIGNMENT AND GRADING PLAN SHALL BE PROVIDED WHICH DEMONSTRATES THAT ROAD CONSTRUC77ON WITHIN
POPLAR, COTTONWOOD, SOFT MAPLES, GUM, ANY FRUIT -BEARING TREES, OR ANY OTHER TREE OR SHRUB WHOSE ROOTS
ROSEMONTE WILL COMPLY WITH APPLICABLE SENS177VE AREA CODES THE REVISED ROAD DESIGN AND GRADING PLAN MAY
ARE LIKELY TO OBSTRUCT SANITARY OR STORM SEWERS OR THAT IS NOT COMPATIBLE WITH OVERHEAD UTILITY LINES.
RESULT IN MODIFICA77ON OR LOSS OF LOTS AS SHOWN ON THE PRELIM/NARY PLAT. ALTERNATIVELY, THE APPLICANT MAY
SEEK APPROVAL TO USE BUFFER AVERAGING AS A MEANS TO REVISE THE LOCAT70N OF THE BUFFER AND BSLB TO ACHIEVE
F. THE APPLICANT SHALL SUBMIT A STREET TREE PLAN AND BOND QUANTITY SHEET FOR REVIEW AND APPROVAL BY DDES
CODE COMPLIANCE WITHIN ROSEMONTE
PRIOR TO ENGINEERING PLAN APPROVAL.
11. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM 148TH AVE SE FROM THOSE LOTS WHICH ABUT IT. A N07E TO
G. THE APPLICANT SHALL CONTACT METRO SERVICE PLANNING AT (206) 684-1622 TO DETERMINE IF 1487H AVE SE IS ON A
THIS EFFECT SHALL APPEAR ON 774E ENGINEERING PLANS AND 774E FINAL PLAT.
BUS ROUTE. IF 148TH AVE SE IS A BUS ROUTE, 774E STREET TREE PLAN SHALL ALSO BE REVIEWED BY METRO.
12. THE APPLICANT SHALL PROVIDE A SAFE WALKING ACCESS TO APOLLO ELEMENTARY SCHOOL WI774 URBAN IMPROVEMENTS ALONG
H. 774E STREET TREES MUST BE INSTALLED AND INSPECTED, OR A PERFORMANCE BOND POSTED PRIOR TO RECORDING OF
THE WEST SIDE OF 148TH AVE NE TO THE EXISTING CROSSWALK ON THE NOR774 SIDE OF SE 117TH ST. THIS IMPROVEMENT
THE PLAT. IF A PERFORMANCE BOND IS POSTED, THE STREET TREES MUST BE INSTALLED AND INSPECTED WITHIN ONE
INCLUDES URBAN FRONTAGE IMPROVEMENTS ALONG PROPERTY FRONTAGE OF THE PLAT OF EAST RENICK URBAN
YEAR OF RECORDING OF THE PLAT. AT ME 77ME OF INSPECTION, IF THE TREES ARE FOUND TO BE INSTALLED PER 7HE
IMPROVEMENTS ALONG FRONTAGE OF ROSEMONTE AND URBAN IMPROVEMENTS NORTH TO THE EXIS77NG CROSSWALK ON THE
APPROVED PLAN, A MAINTENANCE BOND MUST BE SUBMITTED OR 774E PERFORMANCE BOND REPLACED WITH A
NORTH SIDE OF SE 1177H ST. (IT IS N07ED THAT THE ADJOINING PLAT OF ROSEMONTE ALSO WILL BE SUBJECT TO URBAN
MAINTENANCE BOND, AND HELD FOR ONE YEAR. AFTER ONE YEAR, THE MAINTENANCE BOND MAY RE RELEASED AFTER
FRONTAGE REQUIREMENTS AND URBAN IMPROVEMENTS NORTH TO THE EXIS77NG CROSSWALK ON THE NORTH SIDE OF SE 1177H
DDES HAS COMPLETED A SECOND INSPECTION AND DE'TERM/NED THAT THE TREES HAVE BEEN KEP: HEALTHY AND
ST.)
THRIVING.
IN THE EVENT IT IS NOT PRAC77CAL TO CONSTRUCT URBAN IMPROVEMENTS ON THE WEST SIDE OF 1487H AVENUE SOUTHEAST
I. A LANDSCAPE INSPECTION FEE SHALL ALSO BE SUBA41TTED PRIOR TO PLAT RECORDING. THE INSPECTION FEE IS SUBJECT
EXTENDING TO 7HE EXIS77NG CROSSWALK, A NEW CROSSWALK MAY BE ESTABLISHED SOUTH OF SOUTHEAST 1177H STREET AND
TO CHANGE BASED ON THE CURRENT COUNTY FEES.
A SAFE WALKWAY PROVIDED ON THE EAST SIDE OF 148TH AVENUE SOUTHEAST FROM THE NEW CROSSWALK TO 774E NORTH
SIDE OF SOUTHEAST 1177H STREET. THIS AL7ERNAT7VE MAY USE A GRADED SURFACE ON THE EAST SIDE OF 148TH AVE SE
TO ENSURE THAT SCHOOL -AGE PEDESTRIANS ARE PROVIDED AN A CCEP TABLE- WD TH WALKWAY SURFACE BEHIND THE CURBING.
THE WALKWAY SHALL BE DESIGNED TO THE SA77SFACT70N OF THE SCHOOL DISTRICT AND DDESS,
109 TWP. 23 N., RGE. 5 E., W.M.
SEPA:
24. 774E 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 17EMS PRIOR TO FINAL
APPROVAL.
(1.) TO M177GATE 774E SIGNIFICANT ADVERSE IMPACT THE PLAT OF EAST RENTON WILL HAVE ON THE INTERSEC77ONS OF SR
9001148TH AVE SE AND SR 9001164TH AVE SE, 774E APPLICANT SHALL INSTALL, EITHER INDIVIDUALLY OR IN CONJUNCT70N
WIN OTHER DEVELOPMENT PROJECTS IN 7141S AREA, THE FOLLOWING IMPROVEMENTS AT 774E SR 90011487H AVE INTERSECTION.
• A TRAFFIC SIGNAL, AND
• EASTBOUND AND WESTBOUND LEFT TURN LANES
THE DESIGN FOR THE SR 9001148TH AVE INTERSECTION IMPROVEMENTS SHALL BE APPROVED BY THE WASHINGTON STATE
DEPARTMENT OF TRANSPORTATI0N (AND BY KING COUNTY TO THE EXTENT SUCH IMPROVEMENTS ARE LOCATED IN COUNTY
RIGHT-OF-WAY). IN ADDITION, AT A MINIMUM, THE EXIS77NG ENTERING SIGHT DISTANCE LOOKING EAST FOR THE NORTH AND
SOUTH LEGS OF THE IN7ERSEC77ON (602 FEET AND 386 FEET, RESPECTIVELY) SHALL NOT BE REDUCED AS PART OF THE
INTERSECTION IMPROVEMENTS. DOCUMENTA77ON SHALL BE SUBMITTED TO SHOW THIS REQUIREMENT /S MET. ALL
CONSTRUCTION WORK ASSOCIATED WITH THE INTERSECTION IMPROVEMENTS SHALL BE COMPLETED BETWEEN APRIL 1ST AND
SEPTEMBER 307H. THIS SEASONAL RESTRICTION SHALL BE CLEARLY SHOWN ON 774E FINAL ENGINEERING PLANS
IN LIEU OF THE INSTALLA77ON OF THE ABOVE -NOTED INTERSEC77ON IMPROVEMENTS PRIOR TO FINAL PLAT APPROVAL, THE
APPLICANT MAY POST A FINANCIAL GUARANTEE WITH WSDOT WHICH ASSURES THE INSTALLATION OF THESE IMPROVEMENTS
WITHIN TWO YEARS OF THE RECORDING OF EAST RENTON. IN THIS EVENT, INTERSECTION IMPROVEMENT DESIGN MUST BE
APPROVED BY WSDOT PRIOR TO KING COUNTY APPROVAL OF THE ENGINEERING PLANS FOR EAST RENTON.
IF THE ABOVE -NOTED INTERSECTION IMPROVEMENTS HAVE ALREADY BEEN MADE BY 077-IERS PRIOR TO THE RECORDING OF
EAST RENTON, OR A FINANCIAL GUARANTEE HAS BEEN POSTED BY OTHERS WHICH ASSURES THE INSTALLATI0N OF THESE
IMPROVEMENTS, THEN THE APPLICANT FOR EAST RENTON SHALL PAY A PRO -RA TA SHARE DOLLAR AMOUNT TO THE
DEVELOPER WHO HAS MADE THE IMPROVEMENTS OR BONDED" FOR THE IMPROVEMENTS, IN AN AMOUNT PROPORT701VAL TO THE
IMPACTS OF EAST RENTON. THE PRO -RA TA SHARE DOLLAR AMOUNT TO BE PAID SHALL BE SET BY WSDOT, AND
DOCUMENTA77ON SHALL BE PROVIDED BY THE EAST RENTON APPLICANT TO THE KING COUNTY LAND USE SERVICES D/VISION TO
SHOW THIS PAYMENT HAS BEEN MADE, PRIOR TO FINAL PLAT RECORDING. 774E PRO -RA TA DOLLAR AMOUNT TO BE PAID
SHALL BE BASED ON 774E FOLLOWING:
• THE FINAL EAST RENTON LOT COUNT
• THE TRIP DISTRIBUTION FOR EAST RENTON
• THE TOTAL TRIPS CONTRIBUTED TO THE INTERSECTION OF SR 900.1487H AVE BY THE PLATS OF ASTER PARK (LOOP0024),
STONE RIDGE 9L99P3008), EAST RENTON (LO2P0005), SHAMROCK (LO2P0014), ROSEMONTE (AKA IRONWOOD - L03P0018),
MAR77N (LO5P0019) AND ANY FUTURE LAND USE APPLICAT70NS SUBMITTED TO KING COUNTY FOR WHICH COMPLIANCE WITH
774E KING COUNTY INTERSECTION STANDARDS (KCC 14.80) IS REQUIRED AT EITHER THE SR 90011487H AVE INTERSECTION,
OR THE SR 9001164TH AVE HIGH ACCIDENT LOCATION.
IN THE EVENT THAT EITHER KING COUNTY OR WSDOT ADOPTS A FORMAL "LATECOMER'S" SYSTEM PRIOR TO FINAL PLAT
RECORDING, THAT SYSTEM MAY BE FOLLOWED IN LIEU OF THE APPROACH DESCRIBED ABOVE, AT 774E DISCRET70N OF THE
APPLICANT, AS LONG AS AT A MINIMUM THERE IS A FINANCIAL GUARANTEE WHICH ASSURES 774E ABOVE -NOTED INTERSECTION
IMPROVEMENTS WILL BE INSTALLED WITHIN TWO YEARS OF THE DATE OF RECORDING OF 774E PLAT OF EAST RENTON.
[COMPREHENSIVE PLAN POLICY T-303 AND KING COUNTY CODE 21A.28.060A]
(2) DOCUMENTA77ON SHALL BE PROVIDED TO DEMONSTRATE TO THE SA77SFACT70N OF WSDOT THAT STOPPING SIGHT DISTANCE
(360 FEET) IS AVAILABLE ON 174E EAST LEG OF 774E SR 9001148TH AVE INTERSECTION. THE INTERSECTION SHALL BE
MODIFIED BY THE APPLICANT, IF NECESSARY, SO THAT THIS STOPPING SIGHT DISTANCE REQUIREMENT IS MET ON THE EAST
LEG. IN ADDITION, 774E APPLICANT SHALL CLEAR VEGETA7701V WITHIN 774E RIGHT-OF-WAY ALONG SR 900, EAST OF 148714
AVE., TO MAXIMIZE THE ENTERING SIGHT DISTANCE FOR THE NORTH AND SOUTH LEGS OF THE INTERSECTION. [COMPREHENSIVE
PLAN POLICY 1=303 AND KING COUNTY COMPREHENSIVE POLICY T-303 AND KING COUNTY CODE 21A.28.060A]
25. THE RECREA77ON AREA MAY SERVE 774E ADJACENT PLAT OF ROSEMONTE: IF NECESSARY, BOUNDARY LINE ADJUSTMENTS MAY
BE APPROVED TO ESTABLISH A PORT70N OF 774E EAST RENTON PLAT RECREATI0N AREA AS A PART OF THE ROSEMONTE PLAT,
OR 774E TWO PLATS MAY BE RECORDED AS A SINGLE PLAT.
26. WETLAND BUFFER AVERAGING OR ADDITIONAL BUFFER ARE REQUIRED TO COMPENSATE FOR REDUC77ON OF WETLAND BUFFERS
ADJACENT TO 145774 AVENUE SOUTHEAST, AS PROPOSED IN THE VICINITY OF THE NORTH PROPERTY LINE, AND TO
COMPENSATE FOR CONSTRUCTION OF 774E RECREATI0N TRACT TRAIL THROUGH WETLAND BUFFER BETWEEN TRACTS E AND G.
ORDERED THIS 57H DAY OF APRIL, 20OZ
L41
King County
Department of Development
and Environmental Services
900 Oakesdale Avenueou hw S t est
Renton, WA 98057-5212
206-296-6600 TTY 206-296-1217
www.kinacounty.aov ,
May 22, 2008
Jennifer Reiner
Camwest Development
9720 NE 120d' Place
Kirkland, WA 98034
R=345 124
Richard Tomkins, P.F.
Triad Associates
12112 115"' Ave NE
Kirkland, WA 98034
RE: East Renton and Rosemonte Subdivisions: 1998 KCSWDM Adjustment Request
(File No. L08VO039)
Dear Applicant and Engineer:
The Department of Development and Environmental Services (DDES), Land Use Services
Division (LUSD), Site Engineering Review Section, has completed review of the adjustment
request for the East Renton and Rosemonte subdivisions. This request addresses the 1998 King
County Surface Water Design Manual (KCSWDM) Section 12.1, Discharge at the Natural
Location, and Special Condition No. 1, Section 1.3.1, Other Adopted Area -Specific
Requirements and the Shared )~acuity Plan Guidelines published in a memo dated September 15,
1999 describing the Shared Facility Plan approval process. Our review of the information
provides the following findings:
1. The East Renton subdivision is to-.ated on tre west side of 148ei Avenue SE at
approximately SE 120'h Street. The 66 lot, 19.6 acre, East Renton subdivision has
preliminary approval under LUSD file number L02P0005. The East Renton subdivision
had previously processed 1998 KCSWDM adjustments L02VO089 for a diversion to
consolidate subbasin flows into a single, on -site facility, and L04VOI03 for a shared
drainage facilility.
2. The Rosemonte subdivision is located adjacent to East Renton along the north property
line. The 25 lot, 19.3 acre, Rosemonte subdivision has preliminary approval under
LUSD file number L03POO18.
3. During the approval of L04VO13, East Renton and Rosemonte had different developers.
East Renton and Rosemonte now have a single developer and are undergoing a singular
Engineer Review under LUSD file number 1.07SR054.
4. The East Renton and Rosemonte subdivisions are located in the Honey Creek subbasin of
the May Creek basin. Both sites are subject to the Level One flow control and Basic
water quality requirements of the 1998 KCSWDM.
5. The proposal is to accommodate all ormwater flows from the development of East
Renton (less wetland recharge) and Rosemonte to a single shared draimge facility in the
Rosemonte plat. This approach would revise the diversion adjustment (LO2VO089)
previously processed to divert flaws from the south basin area into the north basin area of
Rosemonte and expand the previously approved shared drainage facility adjustment,
L04VO103 to include stormwater flows from the East Renton south basin area.
ALI4MW 1161W 111III1W %# I
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Based on these findings,hereby approve this
w e h eby app o e t s adjustment to allow the diversion of runoff to a
shared drainage facility with shared facility plan for the East Renton and Rosemonte
subdivisions with the following conditions:
1. The release rates for the detention facility will be based on the tributary area being
directed to the facility.
2_ The volume for the detention facility will be based on all flows directed to the facility at
full development under current zoning. The allowed release rate will be reduced by any
undetained flows that would bypass the proposed subdivision drainage facilities. The
detention volume
o ume shall be sized using the Level One flow control standard in the 1998
KCSWDM. A 10 to 20 percent volumetric factor of safety must be applied to all storm
events requiring detention. The design Technical Information Report shall state the factor
of safety selected and the basis of that determination.
3. Water quality facilities must be sized based on the entire proposed subdivision draining
to the facilities including any required frontage improvements.
4. All onsite or offsite drainage facilities must be located in a public right-of-way or stone
drainage tract dedicated to King County.
5. The developer of the shared drainage facility is responsible for any cost sharing
agreements that may need to be set up as part of the implementation of the shared facility
plan.
6. Engineering plans for both the East Renton and Rosemonte subdivisions shall note this
approved shared facility plan.
7. If the two projects are phased separately in time, the shared drainage facility must be
constructed first and operational before any lots tributary to the facility can be recorded.
8. If there is a change of design standards or project design that requires modification of the
shared facility design, an update to the shared facility plan shall be provided as part of the
trailing project's engineering review submittal.
If you have any further questions regarding the SWDM adjustment or the design requirements,
Please contact Claire Jonson by telephone at 206-296-6641.
cerely,
ko, I ief-1-0164--
1m Sand rs, F.E. Mark Bergam, P.E.
Supervising Development Engineer Site Engineering and Planning Supervisor
Land Use Services Division Building Services Division
cc: Curt Crawford, P.E., Supervising Engineer, Local Drainage Services, KCDNR
Pete Dye, P.E., Engineer III, Engineering Review Section, LUSD
Ted Cooper, P.E., Engineer 11, Engineering Review Section, LUSD
Claire Jonson, P.E., Engineer 111, Engineering Review Section, LUSD
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SHARED FACILITY PLAN IN ADJUSTMENT
'OdV 039 APPLIES-410 774E ROSEMON7E
AND EAST RENTON PLA 75
Checked for Compliance to City Standards
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800.488.0756 toll free
www. triadassociates. net
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PROJECT MANAGER
MARK S HARRISON, PLS
PROJECT SURVEYOR
RKHARD A. TOWKINS, PE
PROJECT ENGINEER
"EFFWY L COX ASLA
PROJECT LANDSCAPE .ARCHITECT
FIRST SUBMITTAL DATE: 8120107
SCALE: HORtZ.: N/A VW.: N/A
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STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB NO. 01_ 047
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