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Application Plans 1City of Edmonds Land Use Application .- ARCHITECTURAL DESIGN REVIEW POV 24)4J06 ❑ COMPREHENSIVE PLAN AMENDMENT X CONDITIONAL USE PERMIT PLN La 7 LE # ZONE Q S ieS ❑ HOME OCCUPATION DATE -7 1 REC'D BY ❑ FORMAL SUBDIVISION ❑ SHORT SUBDIVISION FEE 5-, 9 56.0 RECEIPT # ❑ LOT LINE ADJUSTMENT HEARING DATE ❑ PLANNED RESIDENTIAL DEVELOPMENT '�'j� El/ � OFFICIAL STREET MAP AMENDMENT ❑ STAFF ❑ PB VADB ❑ CC ❑ STREET VACATION ✓/ ❑ REZONE ❑ SHORELINE PERMIT VARIANCE / PLn/ z.o l5/DO 66 ❑ OTHER: • PLEASE NOTE THAT ALL INFORMATION CONTAINED WITHIN TILE APPLICATION IS A PUBLIC RECORD o PROPERTY ADDRESS OR LOCATION 23200 100th Ave W, Edmonds, WA 98020 PROJECT NAME (IF APPLICABLE) Former Woodway High School Field Improvements PROPERTY OWNER Edmonds School District PHONE# 425-431-7167 ADDRESS 20420 68th Ave W., Lynnwood, WA 98036 E-MAIL FinchM@edmonds.wednet.edu FAX# 425-431-7006 TAXACCOUNT# 27033600202200 SEC. 36 TWP. 27 RNG. 03RT-50 DESCRIPTION OF PROJECT OR PROPOSED USE (ATTACH COVER LETTER AS NECESSARY See attached exhibits A & B with project location/vicinity and description DESCRIBE HOW THE PROJECT MEETS APPLICABLE CODES (ATTACH COVER LETTER AS NECESSARY See attached criteria statement. APPLICANT Matt Finch, Edmonds School District PHONE# 425-431-7167 ADDRESS 20420 68th Ave W., Lynnwood, WA 98036 E-MAIL FinchM@edmonds.wednet.edu FAX# 425-431-7006 CONTACT PERSON/AGENT Bob Harding, D.A. Hogan & Assoc. PHONE# 206-285-0400 ADDRESS 119 - 1st Ave South, Suite 110, Seattle WA 98104 E-MAIL bobh@dahogan.com FAX# 206-285-0480 The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees. By my signature, I certify that the information and exhibits her ith submitted are true and correct to the best of my knowledge and that I am authorized to file this ap i a�on on the behalf of owner as listed below. t �J SIGNATURE OF APPLICANT/AGENT 1DATE Property Owner's Autporization I, Mai h certify under the penalty of perjury under the laws of the State of Washington that the following is a true and correct statement: I have authorized the above Applicant/Agent to apply for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the purposes of ipsgpetion and postin ant to this a tc 'on. SIGNATURE OF OWNER DATE Questions? Call (425) 771-0220. Revised on 8122/12 B - Land Use Application Page 1 of] Edmonds School District Former Woodway High School ,;,p'�"ti iSS � ida kSu� zztO;s ` •I 6 E �.. 8 t ,k Former Woodway Iilthkm High Schoolkm . 3 f 23200 100'h Ave W pkm e, km # i Edmonds, WA 98020 irsnnm S 5 � zn.+ 3 .nn., el.at`SN f -3 TIC §,y 3 IVMS f �t [eniN i xawm' 2 9 � : so 3 � NMY s S ORTH,:. i f t Vicinity Map Project Location Field Improvements PERMIT SET— November 12, 2014 EDMONDS Owner Edmonds School District 20420 68th Ave W, Lynnwood, WA 98036 Is (425) 431-7000 Phone — (425) 4317006 Fax SCHICIDL n I ST It I CT Prime Consultant K 'A`' H D.A. Hogan & Associates I 1 O � � I V 119 —1" Avenue South, Suite 110 -Seattle, WA 98104 (206)285-0400 Phone - (206) 285-0480 Fax Project Site dfu th at — — — — — t Phase 2 1 ` Project Area Phase 1 ♦ �1 Project Area Phase 1 Project Area �J <... J.f..:..-...... ................................... � 3 ---� .; Construction Access I I Higllsfbool Buildings; RECEIVED NOV 18 2014 DEVELOPMENT SERVICES COUNTER Civil Engineer q I M LPD Engineering 911 Western Avenue, Suite 420 - Seattle, WA 98104 engineering pllc (206) 725-1211 Phone, (206) 973-5344 Fax Electrical Engineer S I' L I N G Sparling 0 4100 194th Street SW, Suite 400 - Lynnwood, WA 98036 .3 (206) 224-3667 Phone - (206) 667-0554 Fax a s s o c i a t e d earth sciences i n c o r p o r a t e d Sheet Index Geotechnical Engineer Associated Earth Sciences 9115th Ave, Kirkland - Washington 98033 (425)827-7701 Phone F-0.0 Cover Sheet F-0.1 Topographical Survey South Phase 1 F-0.1A Topographical Survey North Phase 1 F-0.2 T.E.S.C. Plan South Phase 1 F-0.2A T.E.S.C. Plan North Phase 1 F-0.3 T.E.S.C. Details F-0.4 T.E.S.C. Notes F-0.5 Demolition Plan South Phase 1 F-0.5A Demolition Plan North Phase 1 F-1.0 Site Overview F-1.1 Layout Plan South Phase 1 F-1.1A Layout Plan North Phase 1 F-1.2 Grading Plan South Phase 1 F-1.2A Grading Plan North Phase 1 F-1.3 Drainage Plan South Phase 1 F-1.3A Drainage Plan North Phase 1 F-1.5 Fencing Plan South Phase 1 F-2.1 Site Sections & Details F-2.2 Drainage Details F-2.4 Fencing Details F-2.5 Fencing Details F-2.6 Backstop Details Legal Description SEC 36 TWP 27 RGE 03RT-50) SE1/4 NW1/4 Parcel Number: 27033600202200 Zone: OS, RS-8 r 0.0 MR & o CONTRACTOR TO MANTAEXISTING CONCRETE WALKWAY/PARKING AREA AND KEEP SEDIMENT F., FREE DURING CONSTRUCTION. INSTALL CATCH �Ilwt AND PROTECT EXISTING CATCH BASIN BASIN PROTECTION ON CATCH WIN S 107FEUAIN. PLUG EX. 18' SO TO NW 0 LOCATED WITHIN OR DOWNSTREAM OF HAUL L ROUTE THROUGH E)USRWPRWMY "ft OF WORK LIM Y Li XT\ (Typ • LIMIT OF TEMPORARY 'TENECE EPRTOYP CTO _tI I ' CATCH PH A CH BASIN' Do-, PROTECTION -.1 (TYP-) F-0.3 LIMIT OF WORK =TOR SHALL PP MDE MINI UM 4f (TYP.) "f., GAL _ GO i�j rT SrCi��GE ITY :jtT:EM ACTYIGN ANK AS NEC T �U CI (TYP-) FORKS OR SED ENTRANCE A SETTLING 1L. A -s� \� i'�I 2 y�l 1 / � 1 al t\ �� __. \ .,I � l\\' � .° I � �y / •a. � �.`�, �a/777d1 TEMPORARY 7 )CEPTOI SWALE CATCH BASI F�B, PROTECTIONN MR) INSTALL TEI.PORARY PLUG-IN OUTLET.,.k •% . 'PIPE DURING CON�TRUCTTINN. USE & TEMPORARY SUMP PUMP AS 't. NECESSARY FOR PUMPING TO SL (TUNG TANK@' YY TEMPORARY FENCE TREE P TECTION FILTER "I FENCE (TYP.) F-0.3 Mp.) TEM INTERCEPTOR SWALE LIMIT OF WORK MR) T.E.S.C. NOTES TEMPORARY EROSION CONTROL NOTES SEE SHEET F-0.4. q 'A (TYP.)11 Mir* I T.E.S.C. LEGEND ------ u- FILTER FENCE @ TEMPORARY INTERCEPTOR SWALE CATCH WIN PROTECTION @ TEMPORARY CONSTRUCTION ENTRANCE TEMPORARY TREE PROTECTION FENCE 0 COMPOST FILTER SOCK m UMff OF WORK FORCE MAIN -410;: K_Atlre below. Call before you dig. EDMONDS Is SCHODL 1) 1 S T R ICT FORMER WOODWAY HIGH SCHOOL FIELD IMPROVEMENTS HOGAN NORTH ... PERMIT 7 77 DATE 11"12.14 SCALE 1'=20' DRAWN C_ TEMPORARY EROSION CONTROL PLAN SOUTH PHASE I SHEET F-0.2 3 1 P 52O7R _$ 3 RMIDN DATE '. ? - :.- V -1� . '4 ` '•u"; ii .S F, L ct _`__ i r I I r I I'r }Tr II I x- .l, i; I I la Il w ll Ilr 11 r',Il�ll�llr II L,�1'�Lr tl r ll rdlrll Il rll CATCH , T \ '. - \ ,\ �:, \ ♦ - ' PR F-0`3 OTECTION ♦/�- \ \ \ \ \ I I - r Ta/ f. diP ). � - ' •. ♦ /, . uuN:gF woRK •I/�Ci I ICl/ fir/am r i 1 I t r 9:I. I t fir/ 1,1 FILTERFABRIC/ ♦ // ' ♦ , .§ �� FENCE -: % ♦ ' - I ♦, 1. / "a \ 8, , P \ ♦'/ I ILTER K F FABRIC I `��. #F� - I / . f \� '♦ `a FENCE 'Ei CATCH'�@45 OVQN - - - ! 'S `'. `R 'a 4 y �1. k v vg __ �4 • 'l yi- ( a z - r \ I tl �:0% 3 / 'ten ,•.y/ �'� 4i•�, -� A 0 .F,E—_ - - -- —E, Dsm� _—_ --5;-- _'C.' aTRWiGULAR — _ s14. BIKE (TYP) 69 m z 5 CATCH BASIN ' \ ' ;` \� e, 41 �•. 9 1 Ill l� PROTECTION j - 1.j t 11 I f �• `�I'.� :` 1 ,40. I A''g�..,� � \ - _ - -. - � / _ _ - - _- _- - _ / �.• d t `< III Q 1 Ji(\F•ILT�4ER/\FBRIC F NOE ..5 .a is RI \,I . i_ �z 1• __Tf _ - _ _r_LFi._ N -.--i. _5., _a 4• .`tea-F SILiOKE O'� T _PGI AUTEJ i 411 I \;. �0 3 �Z 4�,`-Tt a� ':� •- '!rT -. � 40 '-s� �� .. -.. - ..... ... � -5 ., r! ''�, w`I II, � -.. TMR1\'WORK .f� a . L ` .4 S ' .f., .. .°�. E• ICE GTCH BASIN, 1 %/ 1 FILTER FFAB / p' a .. -.' mks PRO. - (TYP.) § 5. ice` ° a PRO. � q TESC NOTES TESC LEGEND TEMPORARY EROSION CONTROL NOTES SEE SHEET F-0.1. v ❑ FILTER FENCE e F-0.3 COMPOST FILTER SOCK e F-0.3 --�•-- TEMPORARY INTERCEPTOR SWALEe F-0.3 I� LIMN OF WORK ® i CATCH fiASM PROTECTON F-0.3 - . FMB / FORCE MAIN �--T TEMPORARY CONSTRUCTION EMRARCEe TRLANGUTAR SILT DIKE e F-o.3 F-0.3 � +�•w....,,,,,,, TEMPORARY TREE PROTECTION FENCE F 03 KD wtQf below. Call before you dg. EDMONDS 16 SCH®L DISTRICT FORMER WOODWAY HIGH SCHOOL FIELD IMPROVEMENTS vl--rl IAA HOGAN NORTH o�tv SCALE:1- 20' PFRMIT SET DATE 11-12I4 SCALE 1'=zD DRAY. CP CHECKED MH TEMPORARY EROSION CONTROL PLAN NORTH PHASEI SHEET F-0.2A REVISION DATE E A ADAPTER SKIRT —RETRIEVAL STRAP 100' MINIMUM a cEOTExnLE a ovERFLow FABRIC(M'_ 700X)a (TO BYPASS PEAK FLOWS) OR APPROVED EQUAL SEDIMENT ACCUMULATOR (MIN. 0.5CF STORAGE) SCHEMATIC DETAIL PROVIDE 'SMEAMGUARD SEDIMENT CATCH BASIN INSEW OR APPROVED EQUAL MANUFACTURER'S NAME BOWHEAD ENVIRONMENTAL & SAFETY ADDRESS: PO BOX 375 PRESTON, WA 98OW TELEPHONE FOR INFORMATION: (800) 909-3677 1 1 \ TEMPORARY CATCH BASIN PROTECTION F-0.3 NOT TO SCALE EXTEND BETWEEN TRACK IXISC ROADWAY 0 � PAVING ANO E%ISTING TRACK �\STN INSTALL DRIVEWAY CULVERT 1� / THERE 5 A ROADSIDE DRCH PROVIDE FULL WIDTH OF PRESENT, AS PER KING COUNTY INGRESS/EGRESS AREA ROAD STANDARD 4'-8' QUARRY SPALLS GEOTE%TRE Ir TAN. THICKNESS STABALIZED CONSTRUCTION ENTRANCE NOT TO SCALE DISTURBED AREA PLAN wEw 10' - 00 30- ANGLE EACH END TO PREVENT FLOWN AROUND (TYP.) I DIDI TU BED AREA , ( � CONTOUR LINE (TYP.) r3E02E MIN) l3OC�(1W.)E MATERIAL, 2' •2' .(2' MINI TIED OFF WOODEN $TAKE BIODEGRADABLE COMPOST SOCK - SEE NOTE 1 — I TPMAL SECTION COMPOST FILTER SOCK NOT TO SCALE JOINTS IN FILTER FABRIC SWILL BE SPLICED AT POSTS. USE STAPLES. WIRE RINGS OR EOUNALENT TO ATTACH FABRIC TO POSTS. 2',2' BY 14 GA. WIRE -I EQUIVALENT. IF STANDAR y STRENGTH FABRIC USED I I 12 I FILTER 1-11 uRft i SI `MINIMUM 4',4- TRENCH BACKFILL TRENCH WITH — POST SPACING MAY BE--"� NATIVE SOIL OR 3/4'-1.5' INCREASED TO 8'IF WASHED GRAVEL WIRE BACKING IS USED Y,2' WOW POSTS. -sit ELEVATION FENCE POSTS. OR EQUA 3� FILTER FENCE NOT TO SCALE - COMPOST SOCK 1S''."' - SEE DETAIL AREA SEGi]OtiOA (SHOWN AS SLOPE PROTECTION) I. COMPOST SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9.14.4(8T. COMPOST SOCK SHALL BE A MINIMUM OF 10' IN ETER OR SIZED TO SUIT CONDITIONS AS SPECIFIED BY THE ENGINEER. SOCK MATERIAL SHALL BE BIO-DEGRADABLE. PROVIDE COMPOST SOCK BY CEDAR GROVE COMPOSTING, OR APPROVED EOUNNENT. 2. ALWAYS INSTALL COMPOST SOCK PERPENDICULAR TO SLOPE AND ALONG CONTOUR UNES. 3. REMOVE SEDIMENT FROM THE UP SLOPE SIDE OF THE COMPOSE SOCK WHEN ACCUMULATION HAS REACHED 1/2 OF THE EFFECTIVE HEIGHT OF THE COMPOST SOCK, 4. ONCE PLACED ON THE GROUND, APPLY WEIGHT TO THE SOCK BY WALKING ON OR ROW NG TO IMPROVE CONTACT BIWN THE SOCK AND THE GROUND SURFACE. SECTION LEVEL BOTTOM GRASS OR ROCK V MIN. 2' MIN. NOTES: GRADE: MAX. 5X WITH POSITIVE DRAINAGE TO A SUITABLE OUTLET SUCH AS A SETTLEMENT TRAP STARWZATION: SEED, COVER MEASURES, OR ROCK 12' THICK, PRESSED INTO SWALE BANK AND EXTENDING AT LEAST 8' VERTICAL FROM THE BOTTOM. 5 TEMPORARY INTERCEPTOR SWALE F-0.3 NOT TO SCALE NOTES 1. 6-FT. HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT THE DRIPUNE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. FOR ROOTS OVER 1-IN DIA. THAT ARE DAMAGED DURING CONSTRUCTION. MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WTH DAMP BURLAP TO PREVENT DRYING, AND SHALL BE COVERED WITH SOIL AS SOON AS POSSIBLE. 3. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPIUNG OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WTHIN THE /� LIMIT OF THE FENCING. / 6 \ TEMPORARY TREE PROTECTION FENCE F-0.3 NOT TO SCALE TOP OF DRUM SHALL BE 6' MIN RUNOFF WITH SEDIMENT ABOVE GRADE PROVIDE SOUD PROVIDE 1' MIN DEPTH COVER SUMP AROUND DRUM — C� ® 11 F-0.3 NOT TO SCALE STAPLES APRON ON THIS SIDE OF APRON THE DIKE SHOULD BE FOLDED UNDER THE DIKE SECTION AND STAPLED DDWN CONSTRUCTION AREAfLQW A A TRIANGULAR SILT DIKE PLAN ' NOTE: 3 -6' TRENCH 1. LAY TRIANGULAR SILT DIKES END TO \ END USING SLEEVE TO CONNECT ENDS. \ 2. HOLD IN PUCE WITII SAND BAGS =I \ WHEN INSTALLED ON HARD SURFACES \ STAPLES STAPLES MTLS L SEDIMENT AREA � DETAIL A -A / �8 \ TRIANGULAR SILT DIKE F-0.3 NOT TO SCALE EDMONDS Is SCH®L DISTRICT FORMER WOODWAY HIGH SCHOOL FIELD IMPROVEMENTS HOGAN 4/oNat e�� SULE HIS D.V/H cm CHECKED RSH urt Qmf TEMPORARY EROSION CONTROL DETAILS SHEET F-0.3 REVWON DATE CONSTRUCTION SEQUENCE 1. SCHEOAE A PRE -CONSTRUCTION MEETING YAM CRY FI/GNEERNG DMSIDIN AT 425-771-0220. EXT. 1326. TWO MY (48 HR) NOTICE IS REWIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. CALL FOR UTILITY LOCATES, 4. INSTALL TESC MEASURES MA MAINTAIN DUST CONTROL WILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETAWI OUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS COY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION GOtITROL MEASURES MUST BE II RACE AND INSPECTED PRIOR TO ANY CONSTRUCTI(kN OR SIZE CLEARING. EROSION AND SEDIVENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE IMJNTMNED UNTIL PERMANENT VEGETATION IS ESTAS ISHED. 6. DEMOLISH E%STING STRUCTURES 7. ROUGH GRIME SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 8. OLEAR. GRUB h ROUGH GRADE SITE. REVEGETATE DISTUREED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE 11MEDLATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 9. POTHOLE ALL UTILITIES PRIOR TO CONSTRUCTION OF TEMPORARY SHORRIG WALLS. 10. INSTALL SNORING MOUND ALL SIDES OF EXCAVATION, AND EXCAVATE FOR BUILDING FOUNDATION. 11. INSTAL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE MMOYFMENTS. 12. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE 13. ESTABUSH LMNDSGRNG AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FARM SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOYMG SPECIFICATIONS AND CODES, AND All OTHER APPLICABLE LOCAL MUNICIPAL. STATE, AND FEDERAL CGDES. RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) - 2010 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLUG AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CRY OF EDMONDS STANDARD DETAILS. UNLESS NOTED OTHERWISE 1. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF 'AS -BUILT' DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SEi OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINIAL APPROVAL OF ME BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOW THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IF IS THE SOLE RESPONSIBMY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTRITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WNICN MAY BE AFFECTED BY THE IMPLEMENTATIGN OF THIS PUN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH. SIZE. TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SUE FUTURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFIJCTS THAT ARISE. B. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ME APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAY LWOZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ME RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. MANHOLES, CATCH BASINS. UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATNE SOIL OR DISTURBED. FT SE WET OR IF ORGANIC MATERIAL 15 PRESENT AT R FILL. IF D R PL CE W BED 50 L00 COMPACTED STRUCTURAL P fl FILL PER C TECHNICAL REPORT. SUBGRME ELEVATION, REMOVE AND REPLACE N17H COMPACTED STRUCTURAL LL E EO 14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS. LANDSCAPED AREAS AND OMER PROPOSED OR EXISTING SITE FEATURES. 15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 16. ALL REOUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER, 17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS. CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REOORED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 19. AS A MINIMUM REQUIREMENT. ALL DSTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EGUNALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REOUIREMENTS AND STANDARDS. 20. ALL DISTURBED SDIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PUNS FOR SPECUC GRADING AND EROSION CONTROL REOUREMENTS. 21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ME REWIRED. 23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS. EXISTING BUILDINGS. STREETS. WALKWAYS. UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING. AS REGUIRED. 26. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS. STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 28. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFM1LING. 29. NEW UTILITY LOCATIONS ME GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ME INDICATED. LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 30. WERE NEW PIPE CLEARS AN EXISTING OR NEW UNITY BY 6' OR LESS. PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 31. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 32. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 33. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION EROSION AND SEDIMENTATION CONTROL (ESC) NOTES: 1. CONSTRUCTION ACCESS ROUTE: CONSTRUCTION VEHICLE ACCESS SHALL BE. WHENEVER PRACTICAL, LIMITED TO ONE ROUSE. ACCESS POINTS SHALL BE STABILIZED WITH OUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE. THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 2. STABILIZATION OF EXPOSED AREAS: ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BLIPS. INCLUDING. BUT NOT LIMITED TO, SOD. HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING. OR MULCHING. NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN IWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30. 3, PROTECTION OF ADJACENT PROPERTIES: ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS. SEDIMENT BARRIERS OR FILTERS. DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS. 4. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEM INTENDED FUNCTION. 5. AS REOURED BY THE CITY. OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED. 5. UNDERGROUND UTILITY CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING: A EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS; B. THE MATERIAL WH PLACEMENT OF EXCAVATED ERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE TIRO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS): D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING; E. DAILY CLEANUP AND STREET MAINTENANCE. 7. ADDITIONAL ESC MINIMUM REOUIREMENTS FOR LARGER DEVELOPMENTS: ALL NEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND DISTURBING THAN. RBING ACTIVITIES OF GREATER T, OR EOUAL 70, ONE ACRE IN ADDITION TO MEETING THE MINIMUM REOUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REOUREMENTS LISTED BELOW. B. DELINEATE CLEARING AND EASEMENT LIMITS. IN THE FIELD, MARK CLEARING LINKS AND/OR ANY EASEMENTS, SETBACKS, SENSITIVE/CRITICAL AREAS AND THE BUFFERS, TREES AND DRAINAGE COURSES. 9. SEDIMENT TRAPPING: PRIOR TO LEAVING THE SITE, STORM WATER RUNOFF SHALL PASS THROUGH A SEDIMENT POND OR SEDIMENT TRAP. OR OTHER APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS. PERIMETER DIKES, SEDIMENT BARRIERS. AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING. THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING ACTIVITIES TAKE PLACE. EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL BE SEEDED AND MULCHED ACCORDING TO AN APPROVED TIMETABLE. 10. CUT AND FILL SLOPES CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED IN ACCORDANCE WITH ESC NOTE NO. 2. 11. CONTROLLING OFF -SITE EROSION: PROPERTIES AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM F RAT OF STORM WATER RUNOFF FROM THE PROJECT SITE. THE 4CHANNELS AND PEAK LOW E DU TO INCREASES IN E VOLUME, VELOCITY. EROSION E EASES SHALL B 12. STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS: ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS E L TWO-YEAR. 24-HOUR T PREVENT EROSION FROM TIME EXPECTED VELOCITY OF FLOW FROM EAR. DESIGNED. CONSTRUCTED AND STABILIZED 0 EVE FREQUENCY STORM FOR THE DEVELOPED CONDITION. E PROM STABILIZATION ADEQUATE TO PREVENT EROSION OF TENTS. .ADJACENT STREAM BUMS. SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS. 13. STORM DRAW INLET PROTECTION: ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL. NOT ENTER THE CONEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 14. REMOVAL OF TEMPORARY BLIPS: ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BOPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED. 15. DEWATERING CONSTRUCTION SITES: DEWATERING SYSTEMS SHALL DISCHARGE INTO AN APPROVED SEDIMENT FILTRATION OR SEALING FACILITY 16. CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER TART DOES NOT CAUSE CONTAMINATION OF STORM WATER. 17. FINANCIAL LIABILITY: PERFORMANCE BONDING. OR OTHER APPROPRIATE FINANCIAL INSTRUMENTS. SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE COUPLRNCE WITH THE APPROVED ER054ON AND SEDIMENT CONTROL PUN. CORD. 3792. 20101. 18. ALL SITE WORK MUST COMPLY WITH CITY OF EDMONDS DEVELOPMENT CODE. 19. THE TEMPORARY EROSION AND SEDIMENTATION CONTROL SYSTEM SHALL BE INSTALLED AND INSPECTED BY THE ENGINEERING INSPECTOR PRIOR TO ALL OTHER CONSTRUCTION 20. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE. THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS REOUIRED BY THE CITY TO ENSURE EFFECTIVE AND FUNCTIONAL EROSION/SEDIMENTATION CONTROL 21. TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTATION CONTROLS SHALL BE MNNTAINEO IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND / OR CONSTRUCTION 15 COMPLETED. PERMANENT DRAINAGE FACILITIES ME OPERATIONAL. AND THE POTENTIAL FOR EROSION HAS PASSED. 22. ALL DISTURBED MIND AREAS SHALL BE STABILIZED AS REOUNED BY THE CITY OF EDMONDS AS NOTED ELSEWHERE IN THIS PLAN SET. 23. WHERE POSSIBLE NATURAL VEGETATION WILL BE MAINTAINED FOR SILT CONTROL. 24. STOCKPILES ARE TO BE LOCATED IN SAE AREAS AND ADEQUATELY PROTECTED BY TEMPORARY SEEDING AND MULCHING. HYDROSEED PREFERRED. 25. ME PUBLIC ROW SHALL BE KEPT CLEAN. TRACKING OF MUD AND/OR DEBRIS FROM THE 517E WILL RESULT IN WORK STOPPAGE. EDMONDS Is SCH®L DISTRICT FORMER WOODWAY HIGH SCHOOL FIELD IMPROVEMENTS F_ DA HOGAN wmw„�+� 1 Lxs:.Av.o PERMIT SFT DATE 11-12-14 SCALE TUTS ,HU,m CPW .I.ED RSH cprv.M QNN TEMPORARY EROSION CONTROL NOTES SHEET F-0.4 d r \$ ` +I,IIIII'IIIIIIIII i' $,' i• \P � I! I 111, -`�' } I e! $.. �• % I I IIII I Ij�I • 4: ♦ *N % �. II I � $ $�� �4 I'��I II� Ik sm I :, �• i `j� ' � I. � il, I I I IIII I:.. I l 1►. I�IIII IIII I: 1 $. :: �' l'P � � '• Jlj� IIII( t $'f:jlll it I � 49, 1' • I I l'�I I I I� I11111II111 � / / ._ I 1 1'" llit, I IIII I:¢ a� Surveyor's Notes: gc� •' 4` 9 4NO 1) Tne mo m nt control Shown far this sit wascrorpl isnetl g \ SB by fieltl trav¢rse ti]izing one measuring (fa uhcond [neodol ite th integral .tranic distance e i g ter I Sg �Be (Ge,dinet,r 600) and Real Time Kinematic (RTK) / Static a • F I I I } Qr \ e Global Pof itipninq System e(GPS). Linear n0 ngular `� \\ ],sure f the traverses a et the Line ,rtls of NAC 332-130-020. ,i� }L-- --4 I 1 \ \�. 2) Utilities other than those snown eay ezist this site. $ } } `o`. �.\ \• On]y [nose whim are visible or having visible evitlence of their installation are shown hereon. 3) This sury y r presents physical i •pr,ve"pt conditions as 4, p, v f•q. • • • •`} \ \\ they existed May f2, 2014. the d ,f kh is field '• ` v !. 4 < d ,} } $- • •` •" 9' t v t c} P$. 4' $ •$• m^m \ sur eys survey. •g —$ $ —_ 9 •$ } I mrg q• 1 I $\ 1 4) This i not a boundary s vey. $ IN. t �� ` / $ `} $ 4• / ..e N I $ \ .xtl I III 5) Itsi reservations which ay t fec is thisys iteto show easenents or IIiII Basis of Bearing: } TM ' / /�• , ,v' . --$ I \, `\\ True North. Based Upon Global Positioning Ssteaa (GPSI / / ',/ ,4 •�P, 1 $ } - _$, } a, $ / W \\\\\ ^ Larhert Gritl Nasn ingt,n Stake North Zan¢ ordinates- kiseas A }. } A.t \ a con ..gence an of D]'OB'SB.80• counterclockwise w • /` "q�. - ty�•• \ $ } d A� \ \ n applietl t braae pin in CO... to' i .d. at the a �� `, ^a: $ , Ta3apNU } • • / $ i\\ \\ tersection of ]Oetn Avenue Xest anda North Deer Drive+ i» s. �• ' t $ } ��111.. �_ & / \� �\ \h me m nun t is the northwest orne of section 36. °` =� m�R•"-— 'Q - S,�✓ �. \ \\ Township 27 north. Range 3 east f the Millar,e tte Meridian. The North A,Srican Datum of 1983/199/ (NAD B3/91) grid 4 R I t!, d � saa $ '$ d •$ \\\��` o tlinaI S w e f,uhd to be 292837.206 / 12600]9. 293 t f. • �GF\ \I� that point The inverse of both the Sea level correction zmmb b f $' • /$/ / ' mu $ '•$ $ ! °} \ factor 1f 0 99999129] and the grid scale factor ' '1L \ 0.99995e313 was applied to the grid coordinates far shown ground nistances. e— . I I \ i \ \ a • & / I• a I I \o Benchmarks: e f P \ }• . / s 4�s ' },1 $.� III\?\ Snohoaish County Benchmark No.21. Found brass pin, in co Crete, incased. at the northwest y of Section 36 Township 27 north. Range 3 east. N.M. 95' % Elevation: 256.53 feet C� \ \ \ �• \ \}\ } •P I ,°$l $,I I'•', '� ./ ' •} ••�m Sett mog na-I i walk, east of fieltls. / 2 B east of back ' '• l of lk. +/ 6.9' northwest of water valve. / ` \ $. \ g, -\ ` ` °'y/ $•• $ I l .theast f c ble junction bez I \ \ i• \ I I // Elevation 39].fi4 Feet $ I \'\ \ ? \ }. \ \ \ \ `$ }• i/ °$ L I .$$ y 1`I\ 5 Bft mik nail BnOwanortheast of of norfields.ed of/gate. east of back I ' \ \ +• \ 4 \ ' } g � t $ \\ v7, vatest f c ter, f catch basin. g E1 tion 392.57 Feet •av I\� Vertical Datum: U`' �wWtl \ \ ,V •\ 1, \ ♦v$ 1 \ North American Vertical Oat.® of 198B MAVD BB). mod/ aa�� $. \ F \ $ \ '•6 $ } I Legend: a+. @, \$ \ c } - I ' y, A v Irrigation control boz(ICB) C Cable paint II I } \ \ I I �• I �. \ \ \ $ $ •� ,..... v •}. 4. P- = Power paint It I I \ I \ e \ $• e'. I \ e', \ ..\ $' }. / }. °k\r)f�• 4 -N- = Water paint Concrete surface 6,I I I ` I �• \ I I �\ $'• / °} / i \ Rubberized track surface Gravel surface 6 1� de _°•/ W $ I � fie, I }� ��• I �. / � � \ � I % Its I I I /• I ��• / � l — — — «lll \ *�'1I�e c •} } I "sae„m / / I •e I \ 'e \ �� If Asa.y � mA SE -NW 36, T27N., R3E., W.M. 9iHi fac D.A. Hagan S. Associates 1f9 let Ave South Suite 110 Seattle WA 9B122 N Larson SNOHObfISH COUNTY, WASHINGTON Gag May 15. 2014 3432 SHEET 1 OF 2 3432 ! �� o a ry �Y —o� D m SCRIBER LAKE HIGH SCHOOL TOPOGRAPHIC SURVEY "If_ ry ry ry A portion of the SE 1/4 of the NW 1/4 of Section 36, Township 27 N., Range 3 E., W.M. ry City of Edmonds, Snohomish County, Washington EDMONDS 5 SCH®L DISTRICT FORMER WOODWAY HIGH SCHOOL FIELD IMPROVEMENTS CAA HOGAN f) NORTH 0�0 SCALE: 1- 20' PFRMrf SFT DATE 11-22-14 SCALE 17=20' DAAv/N EPw CHECKED ASH c®ret+rt ©nu ow tw.>ra uw+ns TOPOGRAPHICAL SURVEY SOUTH PHASE 1 SHEET F-0.1 $gym o Legend: b, aBallard _ lo _1e i,' ' w A = Irrigation control box(IGB) - A ^mx 'y�yO4� 'i -C- = Cable paint m =�u -^ m4 vi m R4� �$`'bS '0 -P- = Power paint SQwne ww R;nd 3G�saS Z m W W 4 -X- - Water paint W6 �J wmmw I D cc`$ j\.� � '= t 0= Cpncre to surface P. gR� lYJI1a3A W A a' p ,a 311, �,� ,.s t d W. e. •~+ 4 a � aN=ww '♦ W. W, P t t � �°;1�` � t b `i ba P. S. W. W, t a a a IU- W, `e a t � 1, gip;, o `v � _ Rubberised track surface 4! W rs u W. ,. 5. t. J. /= 4. = P. a P. 1 1 •} Gravel surface t ♦ R p C-1 ♦ t ` a„ i�> . I •/ a. ,m �! ./ P. a. ! ` ` P, a 2' /• aYr43 Ja0 • : a ` i i (ONItltl�9 j 6ISY8) M. 9 0 s i , lauxdJ aF ,'fit. —-- Jrrii 3,ap �—� ' s� --CO.-per-- s'e6e'-w w, --s• s. - ..-\ g3Jn3i- \--v !.-J } Benchmarks: Sli�ziproas \F p \ \ p Hose: Bnohonish County eenchnark /: / \ \ \ \ \ F p No.21. Found brass pin. ch nerate, incased. at the ��/ .: / 4 -�- ►• \ 1 t• �-• \i o 'P \ ! '• \ $, \ 4.• \ a, o@, T.r'.hip 27 north, Range 3 eaaF, �la! /•� / /%'G \ \ \ ` \ \ \ \ \ X,N. Elevation. 258.53 feet Ynwest c f Section 36, s Set �..mi..'...N..........-..--. .-..-.. cab] ction box tionof \ \ \ • \ \ \ 4 \ ? @ \` east Ro fl�f ieltlsa9+5a2,8�neastkef _ • + •'� \:\ ck f walk + .9 nerthwes ♦ --y - 1), $"� ..- ----_- $ y' S'2 \ \ R 1 wafer valve, i /8.0' Southeast. a �• °a Np p � �� of iav $ s, ` 1 Elevation 39].641Feet t; „�..�w/ / /•. 1 /,' / % •. / / $, / / / `9( '� 1 1 Site No.2: Set a +nail in walk. / /� w $•`F / / a p -� /'y —$ $ / f�, ease of fie To . /-1.6' east of .N / nm^^ $• •t•./ / •/ V- $ '/ / ^�'• @ Hack doff walk, +/- 6.0' north of �4� :� ! az�=8'$ / / / / t'. F / •F / / °�• I ¢• 1 nortn end of gate. +/-21.E. /•. / / 4, �YYYYSb / / / / / / / I southwest of center of catch •�z888ww$ / / / / basin. Elevation 392.57 Feet rev. � •� �,'i /;: / / '� / `' 'F /`• / / � / !, // $, /R• � pN/ ¢. � � a, /a, $, /a. a, / a• p' �• \ � �. / I / \ { I ' �• & \ I Basis of Bearing: True North. Based upon Global `/.�� -• 4 t P♦• I / / / °F /h Zone I'Y, m p �I \ \ Q,• \pia '� I •F F,� 1 $, Gr itltXaian shi n9tont5to( PS) Laebart / °p �. $/ /i / �e ,Q •\ \ $, \• / coordineates. A convergence 4 c .'.7 /• / $ I / / i. / !. / / \ 1 ` o a in o oc„eteoacaseo t ff_ ;, p:.' % `• / ` J / / fib \ \ \ \ $ I p p \ p' \ Aat vethe West rantltNorth tBeeStDrive. ♦ 'l!p��LL �, \ y $• �09• \ \ Tna ncnu,ent is the northwest corner of Section 36. Townenip •-+ �•p •♦ (W, $ $ \ R a \ ,m.,b$ p• •\ ` ` \ 27 north. Range 3 east of the • $ \ \ wt;=— �-� — 4 N113a%n1 a Meridian. The North p • /• u_ } '� \ \ •, \•. .. \ -- — .` — _4 ion BE t Aeer icon Oatum of f9B3/199f (NAO 4��$+ \ i RR� \ \ •. $ ..-�1.... } --- .P -- ! �?y_...—'— —?• r--'— oP�•_found 9Z a coortlinatoe snYereTne �.$ f b 292 3]. R --- � -- to e e CO6 ; .. 3p < $ \. $ ._ s. p �..... _- • —_ = •— — z= \ \� 9 of 3hat oin the sea level $ • 2 .wm p 1 ♦ b. $ TaE--�— • _ iF-- 1 6 8s �: \ '^w�rN 1..-..... l� ....... _...- a.'...:T_.--:�.--.- _.-=_'-_-=--•1 \�-�, correction Factor or 0.99999129] % Imwew $ / J \ �, d to 9d scale fatter of C S0.999958313 was applied to the - ....m 4 t ► a 4� • 3 p ti .9... 4 $ a . ? ♦ - •.� ! .b 4 • at\� grid coordinates for mown /' p..v +�, 49 ♦ $+ $ p; ai $ :$: $`l�. ground distances. i /a / *• + a., p P �ti — /' Vertical Datum: D 2� 0 P. • a W.. . • t •! P!• s. P ! !. ° .. p 5� p $ p p ° i p * �a - North American Vertical Gatua of >a �l J• i, p •' - -- -'" .--._ - .-- •�... - t` �. p p �• p p _y p �•P.• ; p'8`-'�' _\• 19BB (NAvs 861. t o — Toe — — — — — — — 4 —,• _ /�����. aaa -�'- p p •. / p 1 p P % / —p p — ` — k — — — _ _ � — - �$ _ 4 i j 4. . - !. i . — — — — — — — — eT — — �a e ' 54 F. , Surveyor's Notes o E $ wL o 6 $, e \ 4r - _ 1 o f —� $, anew • •, p� f The nonument control shown T t' Si 9. A O O6F @mom \ I / / •i $• p. P, � —�. •p. \ .t q 1 for c Ceplishedebw field ` i� /•'' `W P, $• t'. A^ $• 3G�e \ \ 4 \$♦< traverse utilizing a are (1) `,:w • p 9 / �,•' / / �+ ` c� �,• \ '1 $ �' second theodolite with '�Ip: r♦ 4• $ / / w e& — — — — — — — — _ _ .— — e ma — — — — — — — — \ .4 •P \ $ integral 9eletero lGeonic tlicetera $ / P •F / p. rg emo'� p p $ _ 3r" �• 3`^ \ @' \' '., v 600)uand Real Tine Kinematic m a mb ♦ ••. ` PositioningGlobal S t(GPS) • ' / Linear and angzelarem closure of q p to traverse s et the f� -� a' '1 1 9 p $• t tl dsof WAD 332 130 090. p p pqq/ / /$ / 1 / •� \ \ £ t" $ .:$ 2) Ut'1't' s other than those a. " / y / '$i P• P a • •!. •�$ x h S t chVs site. .ti / $ / / / •$ \ �R\ •p $.\ �$ m$.�^F; 8 t� \ - $ On1Y th h h n ar isible h b] eesce of pl p 1 : i am / �, /' `¢• a• •f• p• p• $• •$• �,. �y, "a. $, 'p \ �;! �• p• ��• \ P. to n t 11 t Hawn •P• p' I I X $ hereon. P g •' \ e •! 3) This survey represents 6 Cehnaieal ixa= Yenene `.. / I 1•'. i a. u \ / 'g o 1�� r Mayd 12102014. then dateofur ;.'_` _ �1 :R a� $• a� °p — a% •! p •! .— — — — i / / / �p. p •-0 a. al - q� this fields ver. �! -! �! _. F B'� 4) This is not a boundary survey. \'• / • .. v Itor ri net in, Intenteof this J `, \ \ `• p. $. �►-. r $,— •� �i. �'. •t. '!• . '!' ,P' •! =F .F ,� °` /i / yV p $ '•t•. I �$ I ns whichanaV effect thisrsite. * i w'e \` s, p a. �q `$• t. a t — / �/ fi ; Pp I kt A _�, p g' •- . _ �A— - .. - �$� -•$- _ � � — �t,c�.P"' $ p�o_ / '*�bi ` I�I .. R'`...Sob ----- ..... .- .••p / y. p / 'Sl -4% ��, ' $' _ 4, a 0. � i �-•�. t $ .d $ $ t ,a •i .°b p p p •/•/ � �o c— — '� . a _ .�__—_ _ — ° = -- ��_ �•—_ • aJxaa a � . � v �; $ • �$ �. 4 crao>&�E aA _ _ � ...,,, ���'� \\ ��/gip.• �s 'E-n� z- t bra m� ne m o p 0 4 t u 466 SCRIBER LAKE HIGH SCHOOL TOPOGRAPHIC SURVEY A portion of the SE 1/4 of the NW 1/4 of Section 36, Township 27 N., Range 3 E., W.M. City of Edmonds, Snohomish County, Washington .S£'61E1 3.9V.L0.00S .9E'61f1 3_9V.L0.00S - --SE-NW 36, T27N., RZ, W.M. O.A. Hogan 6 Associates 119 1st Ave South Suite 1f0 Seattle NA 98122 0 Moods N Larson SNOHOMISH COUNTY, WASHINGTON oD[ May 15. 2014 A� 3432 SHEET 2 OF 2 1-1- 20 Ken 3432 "SON EDMONDS Is SCH®L Il1K TR IC'T FORMER WOODWAY HIGH SCHOOL FIELD IMPROVEMENTS DA, HOGAN 4� NORTH 0AV go SCALE: P= 40' PERMIT SET DATE 11-i1-14 swE 1•=za DRAWN Cm CHECKED as- 0— TOPOGRAPHICAL SURVEY NORTH PHASEI SHEET F-0.1A