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HomeMy WebLinkAboutLUA-07-002_Large FormatVOL SHY CREEK POR NE 1/4 , SEC 15, TWP 23 N, RGE 5 E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON LEGAL DESCRIPTIONS PER CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 1124778. TRACT 32, BLACK LOAM FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, IN KING COUNTY WASHINGTON. PER CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 1124779. TRACTS 28 AND 29, BLACK LOAM FIVE ACRE TRACTS, ACCORDING TO THE PLAT TIHEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, IN KING COUNTY WASHINGTON. PER CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 1153746. PARCEL C OF KING COUNTY LOT LINE ADJUSTMENT NUMBER S90M0088 AS RECORDED UNDER RECORDING NUMBER 9804090613, IN KING COUNTY, WASHINGTON; BEING A PORTION OF TRACT 25 BLACK LOAM FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON. PER CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 1152293. TRACT 25, BLACK LOAM FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON; EXCEPT THE FOLLOWING DESCRIBED PARCEL: BEGINNING AT THE NORTHEAST CORNER OF SAID TRACT 25; THENCE SOUTHERLY ALONG THE WEST LINE OF 144 TH AVENUE SOUTHEAST, TO THE SOUTHEAST CORNER OF SAID TRACT 25; THENCE WESTERLY ALONG THE SOUTH LINE OF SAID TRACT A DISTANCE OF 207.00 FEET; THENCE NORTIHERL YAND PARALLEL WITH THE WEST LINE OF 144TH AVENUE SOUTHEAST, TO A POINT LYING 140.00 FEET SOUTH OF THE NORTH LINE OF SAID TRACT 25; THENCE WESTERLY ALONG A LINE PARALLEL TO THE NORTH LINE OF SAID TRACT 25 A DISTANCE OF 48.00 FEET; THENCE NORTHERLY AND PARALLEL TO THE WEST LINE OF 144TH AVENUE SOUTHEAST, A DISTANCE OF 140.00 FEET TO THE NORTH LINE OF SAID TRACT 25; THENCE EASTERLY ALONG SAID NORTH LINE TO THE POINT OF BEGINNING. (ALSO KNOWN AS A PORTION OF KING COUNTY LOT LINE ADJUSTMENT NUMBER S90M0088, RECORDED UNDER RECORDING NUMBER 9804090613.) EASEMENT PROVISIONS 1. A PUBLIC EASEMENT IS HEREBY GRANTED TO THE CITY OF RENTON, WATER DISTRICT NO. 90, PUGU SOUND ENERGY, QWEST AND COM CAST AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE AREAS DEPICTED ON THE ATTACHED MAP LABELED (A) IN WHICH TO LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, CABLE, PIPELINE AND WIRES, WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE TO THIS SUBDIVISION AND OTHER PROPERTY WITH WATER, ELECTRIC, TELEPHONE, GAS, CABLE TV OR INTERNET SERVICE, SEWER AND WATER, TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENTS AT ALL TIMES FOR THE PURPOSES STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION OF UTILITY. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, TELEPHONE OR CABLE TV SHALL BE PLACED OR BE PERMITTIED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT A TTACHED TO A BUILDING. 2. PRIVAnE DRAINAGE EASEMENT COVENANT: THE OWNERS OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, A MUNICIPAL CORPORATION OF STAnE OF WASHINGTON, THE RIGHT BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATIER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY THE CITY OF RENTON, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS FROM THE CITY OF RENTON PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. 3. CITY OF RENTON DRAINAGE EASEMENT AND COVIENANT: ALL DRAINAGE EASEMENTS WITHIN THIS PLAT NOT SHOWN AS PRIVATE ARE HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, A MUNICIPAL CORPORATION OF THE STAnE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE PLANS APPROVED FOR THIS PLAT BY THE CITY OF RENTON, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS) TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY THE CITY OF RENTON, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THE OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN WRITTEN APPROVAL FROM THE CITY OF RENTON AND ANY REQUIRED PERMITS FROM RENTON DEVELOPMENT SERVICES PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS EASEMENT AND COVENANT IS INTENDED TO FACILITATE REASONABLE ACCESS FOR THE OPERATION, MAINTENANCE, REPAIR AND RECONSTRUCTION OF THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. 4. A PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND ENERGY, QWEST, COM CAST, (OTHER PRIVATE UTILITIES), AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON ALL PRIVATE STREETS, ALLEYWAYS AND PRIVATE DRIVES AND, THE EXnERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS AND 5.00 FEET PARALLEL WITH AND ADJOINING ALLEYWAYS AND PRIVATE DRIVES EXCEPT THOSE PARTS OF LOTS 41, 42 AND 61 ABUTTING NE 2ND STREET, THOSE PARTS OF TRACT A, LOTS 1 THROUGH 8 AND 31 THROUGH 34 ABUTTING JERICHO AVE. SE & JERICHO AVE. NE, AND THOSE PARTS OF LOTS 8 AND 9 ABUTTING SE 2ND PLACE. FURTHER EASEMENTS ARE RESERVED OVER PRIVATE LANDS FOR VAULTS, PEDESTALS AND RELATED FACILITIES ("VAULT EASEMENTS") ADJACENT TO THE 5-FOOT WIDE UTILITY EASEMENT RESERVED IN THE PRECEDING SENTENCE AS FOLLOWS: THE VAULT EASEMENT MAY OCCUPY UP TO AN ADDITIONAL 5-FEET IN WIDTH (FOR A TOTAL WIDTH OF 10 FEET) WITH THE LENGTH OF EACH VAULT EASEMENT EXTENDING 5 FEET FROM EACH END OF THE AS-BUILT VAULT(S). THE NUMBER AND LOCATION OF VAULT EASEMENTS WILL BE "AS INSTALLED" DURING THE UTILITY'S INITIAL INSTALLATION OF FACILITIES. THE EASEMENTS ARE RESERVED AND GRANTED IN ORDER TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND PIPE, CONDUIT, CABLES, WIRES, VAULTS AND PEDESTALS WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, TELECOMMUNICATIONS, DATA TRANSMISSION, STREET LIGHTS AND UTILITY SERVICE TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AND TRACTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION. NO LINES OR WIRES FOR TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE, CABLE TELEVISION, TELECOMMUNICATIONS OR DATA TRANSMISSION USES SHALL BE PLACED OR PERMITTED TO BE PLACED WITHIN THIS EASEMENT UNLESS THE SAME SHALL BE UNDERGROUND. NO PERMANENT STRUCTURE SHALL BE PLACED WITHIN THE EASEMENTS WITHOUT PERMISSION FROM EASEMENT OWNERS. 5. THE PRIVATE ACCESS AND UTILITY EASEMENT GRANTED OVER AND UPON LOT 9 IS FOR THE BENEFIT OF LOT 8. LOTS 8 & 9 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM, SANITARY SEWER SYSTEM, WATER SYSTEM, PHONE AND CABLE TV SYSTEMS ALONG WITH ALL ACCESS IMPROVEMENTS USED IN COMMON. 6. THE PRIVATE ACCESS AND UTILITY EASEMENT GRANTED OVER AND UPON LOTS 12 & 13 IS FOR THE BENEFIT OF LOTS 11 & 12. LOTS 11, 12 &13 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM, SANITARY SEWER SYSTEM, WATER SYSTEM, PHONE AND CABLE TV SYSTEMS ALONG WITH ALL ACCESS IMPROVEMENTS USED IN COMMON. 7. THE PRIVATE ACCESS AND UTILITY EASEMENT GRANTED OVER AND UPON LOT 35 IS FOR THE BENEFIT OF LOT 34. LOTS 34 & 35 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSnEM, SANITARY SEWER SYSTEM, WATER SYSnEM, PHONE AND CABLE TV SYSTEMS ALONG WITH ALL ACCESS IMPROVEMENTS USED IN COMMON. CITY OF RENTON FILE NO, LUA-07-002-FP / LNO-10-0445 GENERAL NOTES 1. INSTf,UMENTATION FOR THIS SURVEY WAS A 1 MINUTE THEODOLITE AND ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 332-130-090. 2. PROPERTY CORNERS SHALL BE SET AS FOLLOWS UNLESS OTHERWISE SPECIFIED. A) LEAD AND TACKS ON CONCRETE CURB AT FRONT LOT LINE EXTENSIONS. B) SET 1/2" x 24" REBAR WITH CAP w LS NO. 19586" AT ALL REAR LOT CORNERS; C) SrANDARD CITY OF RENTON MONUMENT IN CASE TO BE SET BY ME AS INDICA TED. 3. THE STREET TREES SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS OR THE SHY CREEK COMMUNITY ORGANIZATION UNLESS THE CITY OF RENTON HAS ADOPTED A MAINTENANCE PROGRAM. 4. A) UPON THE RECORDING OF THIS PLAT, TRACTS A, D, & G ARE HEREBY GRANTED AND CONVEYED TO THE SHY CREEK COMMUNITY ORGANIZA TION (HOA) ~OR NATIVE GROWTH PROTIECTION AREAS (NGPA) AND TRACTS B, E, & F ARE HEREBY GRANTED AND CONVEYED TO THE SHY CREEK COMMUNITY ORGANIZATION (HOA) FOR OPEN SPACES AND RECREATION. ALL NECESSARY MAINTENANCE ACTIVITIES FOR SAID TRACTS WILL BE THE RESPONSIBILITY OF THE HOA. IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS AS EVIDENCED BY NONPAYMENT OF PROPERTY TAXES FOR A PERIOD OF EIGHTEEN (18) MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN THE TRACTS PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINnENANCE RESPONSIBILITIES. B) UPON THE RECORDING OF THIS PLAT, TRACT H IS HEREBY GRANTED AND CONVEYED TO THE SHY CREEK COMMUNITY ORGANIZATION (HOA) FOR A STORM DETENTION TRACT. OWNERSHIP AND MAINTENANCE OF SAID TRACT SHALL BE THE RESPONSIBILITY OF THE HOA. IN THE EVENT THAT THE HOA IS DISSOLVED. OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS AS EVIDENCED BY NONPAYMENT OF PROPERTY TAXES FOR A PERIOD OF EIGHTEEN (18) MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN THE TRACT PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. 5. TRACTS "A", "D" AND "G" ARE HEREBY DECLARED A NATIVE GROWTH PROTECTION EASEMENT (NGPE) SUBJECT TO THE EASEMENTS DEPICTt:D UPON OR OTHERWISE SPECIFIED ON THIS PLAT. THE NATIVIE GROWTH PROTECTION EASEMENT (NGPE) ON THIS PLAT IDENTIFIES THE STREAM, WETLAND AND ASSOCIATED BUFFERS. THE CREATION OF THE NATIVE GROWTH PROTECTION EASEMENT (NGPE) CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE EASEMENT AREA. THIS INTIEREST SHALL BE FOR THE PURPOSE OF PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, VISUAL AND AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE NATIVE GROWTH PROTECTION EASEMENT IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE EASEMENT AREA ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE EASEMENT AREA. THE VEGETATION WITHIN THE NGPE MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT EXPRESS WRITTEN PERMISSION FROM THE CITY OF RENTON. THE RIGHT OF ENTRY GRANTED HEREIN SHALL APPLY TO THE AGENTS, REPRESENTATIVES AND EMPLOYEES OF THE OWNERS OR SUBSEQUENT OWNERS OF THE UNDERLYING PROPERTY. 6. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE ON FILE WITH RENTON DEVELOPMENT SERVICES DIVISION AND ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY RENTON DEVELOPMENT SERVICES DIVISION. 7. ALL BUILDING DOWN SPOUTS, 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 FILE WITH RENTON DEVELOPMENT SERVICES DIVISION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO FINAL BUILDING INSPECTION APPROVAL. 8. TRACTS "E" AND "F" ARE RECREATION TRACTS AND ARE HEREBY CONVlEYED TO THE SHY CREEK COMMUNITY ORGANIZATION AND SHALL BE MAINTAINED BY THE SHY CREEK COMMUNITY ORGANIZATION. 9. TRACT "H" IS A DETENTION AREA TRACT AND IS HEREBY CONVEYED TO THE SHY CREEK COMMUNITY ORGANIZATION AND SHALL BE MAINTAINED BY THE SHY CREEK COMMUNITY ORGANIZATION. 10. TRACT "I" IS A SEWER LIFT STATION TRACT AND IS HEREBY CONVEYED TO THE CITY OF RENTON AND SHALL BE MAINTAINE:D BY THE CITY OF RENTON. 11. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 3. AND 4 IS FOR THE BENEFIT OF LOTS 2 AND 3. THE OWNERS OF LOTS 2 THROUGH 4 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOTS 2 THROUGH 4. 12. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 5 AND 6 IS FOR THE BENEFIT OF LOTS 6 AND 7. THE OWNERS OF LOTS 5 THROUGH 7 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOTS 5 THROUGH 7. 13. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 11 THROUGH 14 IS FOR THE BENEFIT OF LOTS 12 THROUGH 15. THE OWNERS OF LOTS 11 THROUGH 15 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVA TE STORM DRAINAGE SYSTEM SERVING LOTS 11 THROUGH 15. 14. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 17 IS FOR THE BENEFIT OF LOT 18. THE OWNERS OF LOTS 17 AND 18 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATIE STORM DRAINAGE SYSTEM SERVING LOTS 17 AND 18. 15. THE fRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 21 IS FOR THE BENEFIT OF LOTS 20 .AND 30. THE OWNERS OF LOTS 20, 21 AND 30. S.· :ALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM Df';"ii' AGE SYSTEM SERVING LOTS 20, 21 AND 30. 16. THE ~RIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 22 AND 23 IS FOR THE BENEFIT OF LOTS 23 AND 24. THE OWNERS OF LOTS 22 T~1I10UGH 24 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORt.j DRAINAGE SYSTEM SERVING LOTS 22 THROUGH 24. 17. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 26 IS FOR THE BENEFIT OF LOT 27. THE OWNERS OF LOTS 26 AND 27 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOTS 26 AND 27. 18. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 28 IS FOR THE BENEFIT OF LOT 29. THE OWNERS OF LOTS 28 AND 29 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOTS 28 AND 29. 19. THE PI~IVA TE STORM DRAINAGE EASEMENT WITHIN LOT 31 IS FOR THE BENEFIT OF LOT 32. THE OWNERS OF LOTS 31 AND 32 SHALL BE RESPONSIBLE FOR THE :MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOTS 31 AND 32. 20. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 38 AND 39 IS FOR THE BENEFIT OF LOTS 39 AND 40. THE OWNERS OF LOTS 38 THROUGH 40 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOTS 38 THROUGH 40. 21. THE PfllVA TE STORM DRAINAGE EASEMENT WITHIN LOTS 43 THROUGH 49 IS FOR THE BENEFIT OF LOTS 42 THROUGH 48. THE OWNERS OF LOTS 42 THROUGH 49 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOTS 42 THROUGH 49. 22. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 51 AND 52 IS FOR THE BENEFIT OF: LOTS 50 A.ND 51. THE OWNERS OF LOTS 50 THROUGH 52 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOTS 50 THROUGH 52. 23. THE SANITARY SEWER EASEMENTS SHOWN HEREON ARE CONVlEYED TO THE CITY OF RENTON UPON THE RECORDING OF THIS PLAT. 24. MAINTENANCE RESPONSIBILITY: ALL OWNERS OF LOTS CREATED BY OR BENEFITING FROM THIS CITY ACTION ABUTTING OR INCLUDING A NATIVE GROWTH PROTECTION EASEMENT [TRACT]' MAINTENANCE INCLUDES ENSURING THAT NO ALTERATIONS OCCUR WITHIN THE TRACT AND THAT ALL VEGETATION REMAINS UNDISTURBED UNLESS THE EXPRESS WRITTEN AUTHORIZATION OF THE CITY HAS BEEN RECEIVED. 25. THE GROSS AREA AND TH~ NET AREA OF THE LOTS ARE THE SAME EXCEPT AS NOTED ON THE MAP. 26. PORTIONS OF THIS PLAT MAY BE SUBJECT TO THE RESERVATIONS AND EXCEPTIONS CONTAINED IN THE DEED RECORDED UNDER AUDITOR'S FILE NUMBER 79509, RECORDS OF KING COUNTY WASHINGTON. 27. THE FENCES MENTIONED IN THAT RECORD-OF -SURVEY RECORDED UNDER AUDITOR'S FILE NUMBER 8012039003 AND AFFIDAVIT OF CORRECTION RECORDED UNDER AUDITOR'S FILE NUMBER 8109240792, RECORDS OF KING COUNTY WASHINGTON HAVE BEEN REMOVED. 28. PORTIONS OF THIS PLAT MAY BE SUBJECT TO THE PROVISIONS AND RESTRICTIONS OF THE SHORT PLAT RECORDED UNDER AUDITOR'S FILE NUMBER 9007060508, RECORDS OF KING COUNTY WASHINGTON. 29. PORTIONS OF THIS PLAT MAY BE SUBJECT TO THE PROVISIONS AND RESTRICTIONS OF THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER AUDITOR'S FILE NUMBER 9804090613, RECORDS OF KING COUNTY WASHINGTON. 30. PORTIONS OF THIS PLAT MAY BE SUBJECT TO THE PROVISIONS AND RESTRICTIONS OF THAT SENSITIVE AREA NOTICE RECORDED UNDER AUDITOR'S FILE NUMBER 19990819001587, RECORDS OF KING COUNTY WASHINGTON. 31. TRACT C WAS PURPOSELY OMITTED. 32. TRACT B IS AN OPEN SPACE TRACT AND IS HEREBY CONVEYED TO THE SHY CREEK COMMUNITY ORGANIZATION AND SHALL BE MAINTAINED BY THE SHY CREEK COMMUNITY ORGANIZATION. 12112115tl1 Ave. NE Kirkland, WA 98034-6929 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com JOB NO. 03-185 SHEET 2 OF 6 < o I ~ lJ G) FOUND 3"BRASS SURFACE MONUMENT W/CTR PUNCH (10/27/00) FOUND 3 1/2" BRASS DISC SURFACE MON W/PUNCH MARK (10/27/00) CITY OF RENTON MON NO. 1851 -0 ORIGINAL BENCHMARK ELEV.=398.549 N 507779.4432 Y CREEK POR NE 1/4 , SEC 15, TWP 23 N, RGE 5 E, W.M. 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PUNCH IN 1-1 2" I I I I 3'j I J:= PARCEL 0 IRON PIPE w/ CAP IN 'J ~ 'I 'J,c D I I I 32 I CASE. DOWN 1.0'. -../ ('I N8T49'03"W 5.33' OF I I I .~ CALCULATED INTERSECTION. I I. I . L (3/22/04) 1------660.61'-----J L___ J~ 660.61' -'-N88'29'16"W ·~321.21-' -.-. -660.61'-=.-. ~--= ~~\ .114 (12/27/00) *1 L ______ _ . ~.' .-. 670.47"-- ---." '-. -"-'.-.. I ._ N88'29'16"W 600,59' N88'29'16"W 2633.3' (PLAT OF BLACK LOAM) SE 2ND PLACE 15 WEST QUARTER N88'29'16"W 2652.29' (SE 136TH ST) CORNER NOT FOUND w in .q- fi o o z 22 SCALE: 1" = 200' FOUND 3X3 CONCRETE MONUMENT W/ 3" BRONZE DISC W/ MULTIPLE PUNCH MARKS DOWN 1.7' BELOW RIM (12/27/00) BASIS OF BEARING NAD 83/91 CITY OF RENTON MONUMENTS C.O.R.#1851 (BASE POINT) AND C.0.R.#1852. HOLDING A BEARING OF S88'22'22"E FROM C.0.R.#1851 TO C.0.R.#1852. CITY OF RENTON FILE NO, LUA-07-002-FP / LND-10-0445 12112 115lh Ave. NE Kirkland. WA 98034-6929 425.821.8448 425.821.3481 fax 800.48a.0756 loll free www.triadassoc.com JOB NO, 03-185 SHEET 3 OF 6 PER CEDARGROVE PARK DIV. 1 V72 PSO < o I o CL ~ -1 o > ~Z ~2 -" W Z ~~~ 1&1 ~~ 1&1 :Z~ DC. C'l. z (\f=> 0...0 u~g LC'i~ '-...... ~ ~~Z ::c CO ~ tI) ~Z __ W ...... a: WLL. ZO ~~ 0...0 CD LO "" I~ ';t en tOl ~ w en w ::> w Z j.... w :1 > r « 8 ~ « ::> o o ::J: Z \1) 3D' 30' ro r--. a LO CD N LO /" TRACT G / /. 34,168 sCj. ft . Y . NGPE . / / /,::,~0~/ c.o/ /"'~~ . . ~~7 / 95.00' 99.72' a n N Lri LO '" w en w () « !'-'..J ~c.. IS~ , I-@ I J I I SHEET 5 OF 6 25 19 7,200 sq. ft. 7,389 sq. ft. (112) C111 ) N89'41'13"W 201.55' 1 00.00' 101.55' ®-/ 21' ~I ol '7I'n --,'" • r--. 0- 0' 21' I-@ 1 7,370 sq. ft. (110) N89'41'13"W 114.60' // /, I / . ';t 50 7,954 sq. ft. 7,174 sq.ft. Net I Is ".; ICD ~« :::> o o ::J: o o N 24 g ~I'O N 0 A=1"11'46" I R=2520.00 L=52.61 I 18 21' . N, ~.b v 'it 1 0:: 21' A=1'27'25" IR=2478.00 L=63.01 2 7,255 sq. ft. (116) . / / W ~(o v "" Cooi '''' ON o Z o o Ifi en N ":.t Lri I' LI) 0 -0 o o '" CD z'b o '" lO I I 4 ""0 <0 '" (119) N89'41 '13"W 136.00' 51 8,568 sq. ft. (125) N89'41'13"W 136.00' 52 8,568 sq. ft. (131) N89'41 '13"W 136.00' I- Z I- W Z :::t!' w w :::t!' (f] W I-<{ (f] Z W <{ W w :::t!' ~ I- Z w :::t!' I- Z w :::t!' w (f] <{ W w Z ::J w <{ (f] 0:: <{ 0 w tJj (f] >-:::t!' 0:: <{ (f] I-a:::: W w w -0 I-0 =' I-<{ W 0 I-(f] 3= u. <{ => <{ Sd ~ I=! ~ i=' ....J <{ <{ C> CD ::: ::: Z => 0:: 0:: <{ <{ > 0:: (f] (f] w 0:: o o <{ I- W W 0:: I- (f] C> w (f] o u. o 0:: U. a.... 0.... n... .....J 0.. r-.. @@)@@ @)~ TRACT H 54,111 sq.ft. o "¢ II = 16 ..--0 "<t W ...J « 0 o '" (f) o ~ ......... 10.00' I I T: o I~ I 1 ' ~~ I 5.17' A=50'25'12'\ R=76.00 L=66.88 \ 21' N30'02'37"E \. 23.34' .t'-' r-. "" ro 1;1 o Z LO r::: 21 ' 26.00' r--. o o N r--. 10.00' 7,200 sq. ft. (118) N 89'41'13"W 100.00' 23 7,200 sq.ft. (124) N89'41 '13"W 100.00' 22 7,452 sq. ft. (130) 66.00' N N r--. o o r--: r--. N89'41'13"W 7,282 sq. ft. t (117) 10.00' "en- 1"), 201.00' 101.00' 17 7,272 sq. ft. (123) 201.00' 101.00' to <0 <0 en a o N r--. ®-I a o 16 7,643 s'l.' ft. (129) l;;j 76.00' I 6=90'00'00" R=25.001 __ L=39.27 188.00' --------- N f' -f--65.00' --\ A=39'34'48" 71-- 1 R=76.00 10.00' " L=52.50 13 9,601 sq.ft. 7,343 sq.ft. Net (204) SE 2ND STREET a o .,f r--. 77.00' -----....... 15 L=39.27' ) R=25.00' A=90'00'OO" 7,414 sq. ft. 10 J ~ (203) 10.00' i I \ N r--. ci CD N89'41'13"W A=0'03'10" R=2478.00 L=2.28 115.46' 3 7,274 sq. ft. (122) en '" en <0 M I N89'41 '13"W 81!'e\ 115.46' -I "" N W N j....1~ ."" ro 1; o Z .,f w en w () «ro ..J;ci 'o~ ~I a o ".; <0 4 7,274 sq. ft. (128) N89'41 'n"w 115.46' 5 7,274 sq.ft. (134) c.. -II N89'41'13"W 115.46' i o () w« 1~3= ro...J r - . 1 0 LOa <oz N '" o o ".; lO ~10.00' 6 7,274 sq.ft. (202) N89'41'13"W 115.46' t.'lLD ~I \ 125.00' 102.00' ~ ,N89'41'13"W 227.00' .w r-. "" 21' ~ 8 21' ~ 1---\6) "J CDI 7 7,274 sq. ft. (208) <..') Z 0:::' « w CD o~~ (f]ZO::"" I-<{<{ . Z we:; w..-..OJo :::t!'~<{u =>- Z0t.'l:::t!' oo..ZO :::t!'wCSO:: (f]--'''- §<{OWN I-~I;: lO Z . N<o lL.. ~w.-N5"'.---o '" 0:: LO LO N "" ...... <O<ONci (J) ~ 15 ~~~ ~ (J) 0 >-e:; a::: (f] 0 « <{~~~"-O CD ZOOOOI- w j.... "" ro 1; o Z o o Lfi "" r-. "" '" en I N89'41'13"W 26.00' B 12 8,595 sq. ft. 7,425 sq. ft. Net (210) ~I ~I~ I_® Z '" ci 14 7,268 sq.ft. "" tG" r '],,'0' I 45.46' I /_~ N4 T2,4'15"E 20.00 NOO'18'47"E ~ 30.00' --r1O.00' 99,00' ~ ~1O.00' (209) / 36.23 ---L r~ ~ ® N89'41'13"W 80.00' 179.00' N50'18'58"W ···00' W ~n , -~ , r--. ' r--. I ""to I ."" I • u"l ro I ro . ~ rill 9 8,454 sq. ft. 7,330 sq. ft. Net w , r--.' "¢N • r--. ro . _N ON o~ Z 115.46' 70.00' 20.00' 8 8,642 sq. ft. . . 10 a'" ---...IA'o en 0 , l~ 11 ~ ~ 9,432 sq. ft. ~ I .t'-' ..lN88·Z9'16"W ,w a 20.00' 9,627 sq.ft. ~ (215) : (214) (220) J; a o ".; lO '0 o '" <0 w 'I~ o -o to ".; r <D 0 o o ".; to o o ".; <D a o ".; <D en .,f N o z 1! ~40'oZ"W ~ 50.00' •• ~ ~ ! ' . (216) ~ 10.00'-;-:-5.00' 0.. 663;r--'O~TRACT 1 00 -L ': ~ \:y . r 8 r ~ r--I--- - -r10.00 ©-: i---{d 5 . 1,500 sq.ft. g 5 _______ j--_ _ __ ,- --Z 0 Z , 'I I 2 2' 7 2' \1 24.01'lL·-41.60' ~ '" 50.00' ~-100.45' -:::, 125.03 117.49, I 7 .0 0.0 . Ii V"_ N88"29'16"W 600.59' o 1"') SE 2ND PLACE o 1"') -' 30' VOL/PG ro r--. N "" r--. ~ w'" z.,J. Gig > co <to> g~ -0 '" " ~ '" ~:i' N .= ~:.:: II! E <X)~~~ ~ - -g "'¢T"""COcn OOtDl.OlI) • ""=t,.... nI ~M01J ~~$~ Lri Ci! ~ ~. N~g "<t"<tco w en w ::> z ~ « o ::J: () -a: '" '" f.- <>: .w w I~ ..., ro ~ o o Z L[) CO ..-to I n .i.J..... 0 0 .-.::j-o Zf- W (IlW OI J (f) L[) -.::j- -.::j- o 1 o ..- 1 o Z .....J ~ D.... i.J..... 1 N o o I I"'-o I « ::::> .....J '--___ 0 ~L Z W .....J i.J..... Z o f- Z W a::: i.J..... o >-f- U ! ~ C) D- '-..... ~ o > .z ~O ~~ _0 W z ~ lC)I .. w~ 11.1 ~.3= 11.1 ~~ ~. C\I~ ... D....0 u~g 16~ ~ ....... ~ ~~Z :z:: (/) g tn ~z ""-.w ...... a::: WLL ZO ~§ I _J f-- w Z W ;:) Z w > c:( :::!: c:( ;:) o o :I: z'" w .... ~N z~ o' ::;0 Lf) ot--. zlJ"l :J' 001 w j.... .... in 51 o z in "'l ~ <0 u..~ L......---. Ii w C/) w ;:) Z W > c:( :::E c:( ;:) o o :I: '" Ll) .f I~ 3D' 3D' I SHEET 6 OF 6 1 81 ~I 1 1 1 ~ N89'41'13"W 100.00' 59 7,200 sq. ft. (160) N89'41'13"W 1 00.00' 58 7 ,200 sq. ft. (154) N89'41'13"W 100. 57 7,200 sq. ft. (120 100. 0 1 ~I~ I 56 7,200 sq. ft, (114) <!) lC) N N89'41'13"W 100.00' 55 7,200 sq. ft. (10B) N89'41'13"W 1 00.00' ~ ) ~I 54 . 7,566 sq. ft. (102) iF90'OO'oo" R=25.00 @ ~27_L 75.00' 200.00' I I 100.00' I 10.00' -1 0 44 I~ ~I~ 1 7,200 sq. ft. (161 ) ~ IX) IX) Lf) w j.... .... in 200.00' 1 100.00' 1 1 1 _ ~I 45 0 7,200 sq. ft. I~ (157) 1 I· 200.00' 100.00' 1 1 ~ 1-(8) 46 ®-I 0 01 ~I 7,200 sq .ft. (153) 1 47 7,200 sq. ft. (113) 200.00' 1 00.00' 48 7,200 sq. ft. 10.00' (107) 200.00' 1 00.00' 10.00' 0 I~ 1 1 18 I~ 1 1 -~ 1 ~ 1 1 18 N o ~I 49 7,566 sq.ft . ®-I Lf) (101 ) iF90'OO'OO" R=25. L=39.27 f---® -------- 75.00' I 21' I w j.... I~ b ...... 0 z '" N 21' ~ ..i§,oL o "'" " :: ....... W ....J () en o r.!lLO a~~ (l)ZO:::,"", f-<C« . Z wet; w..-lDo ::;~«0 :J- Z0r.!l::; o"-zo ~woo:: (I)...Ju.. tj«OWN I-e:r::: t.{) Z • NIX) LL _w_N5"-o '" 0::: lfl lfl N '""' ....... IX)IX)NOC UJ ~~ ~~1gc::i UJ 0 >-a:; et; (I) U « «'=~~u..o CIJ ZUUUOf- f- Z W ::; W (I) f-« Z w w Z ::; W ;:;: (f) 0::: « 0 w >-::; f-0::: ::J 0 f-;= (f) :J W U f- ::J ;; en :J Ei' "-"- @ @) f- Z W ::; W (I) « w W Z :J 0::: W f- « ~ W f-;; Ei' "- @ (f) (f) W f-a::: Z 0 w 0 I-13 « Z (I) f- W « W ::; W W w a::: (f) (f) f-« (f) (f) W W U 0 W U w "-« UJ « 0 U W "- UJ f-0 o « 0::: Z > "-« 0:: ~ ...J "-"11:= @@)~ '-" L-N89'41'13"W -N 192.00' _ ~~~ NE 1ST COURT ~ ~po. "" \--® 140.12 / I \ w t--. .... in w 51. Z o z ...... n c::i '" 01 I r-.. h'1 u-i (!) w () c:( -I a.. :::!: c:( -::J o o :I: 33 'Wo,~( °0 ~ '0;;~;3 t¥8: J _65~ _ + 36.00'_ ~ O~u'_ ----L~53.41'''''' R=34.00' iF49'31 '22" \ R=76.00 L=65.69 \ 7,200 sq. ft. (126) L=39.27' R=25.00' liF90'OO'OO" o 28 o I ~,636 sq. ft. !1J r---® (5151) o o 10.00' 70.00' N89'41'13"W 27 ~ 7,214 sq.ft. (106) 102. N89'59' 40"W 98.19' 26 29 7,215 sq. ft. (5157) 65.00' iF90'OO';j 30 7,522 sq. ft. (5163) I~ 205.00' 21 10.00' 70.00' I ®-/ 7,228 sq. ft. I (109) 103.00' W ~ 21' w Z inl '" -..... "'1"'0-~ g () ~ I c-1~~--te\ w j.... ... Co -c:( ~ 3= ...J - 32 7,201 sq. ft. (120) 9.J.. 49.37' C:f.~ :zr:-N89 '41'1SW ~ :=., -, .. -_ TRACT B ~ OPEN SPACE L2 -N 251.00' ------ NE 1ST STREET ~ -J 7,357 sq.ft. (100) 20 7,201 sq. ft. (103) 1 I I ®-1 N \ ___ -++~-,=r; n u-i I'" L;.39.27' . -R=25.00' Y ~9cfoo'oo" N73'52'22"E / .9;-"'<v7 ( ,J:39.27' 1 R=25 00' iF90'OO'OO" 53 75.00' 7,638 sq. ft. (5101 ) 75. TRACT F 7---- / y""- / . . / / . Y / TRACT G / / 34,166 sq ft / Y NGPE' . ./ /W~C:J~/ . c..o/ /-<..~~. . ~'?''/ /. / TRACT E 3,006 sq. ft . 95.00' N89'41'13"W 99.72' Ll) , A,1"t.. ~10'\~ ..,' ~1·01 .. ---.~.-.. ~ ~. ---{t..",~"'St.. ~ . -. I>------- I 21' 1;""'--...----" .~f>.. ----T ~ . ~ ~ ~ . ~ ____ RACT 0 . ----. ~"'~4'JO' 1 _-;;;-17,ODB ,q.". ~-'478:00 NGPE L=75~. -"'l 01 u-i lfl n w C/) w () c:( ;U...J !;i:Q,. IS :::E ~~ ;:) o o :I: rl ____ ~N89'41'13"W 100.00' I--@ 81 ~I I 25 7,200 sq.ft. (112) N89'41'13"W 1 00.00' SHEET 4 OF 6 203.66' 103.86 19 7,389 sq. ft. (111) iF1'05'46" I R=2520.00 L=48.21 I 201.55' 101.55' w () "'I c:( '~-I­ "", Q,. 21' 21' g;/ 20.34' . c..rY ' NOO'18'47"E p< Y 9.84' 7~ ~-<..~~ . / ~ 0-./' ./ RACT A -iFl'37' 45" 11,606 sq. ft. . R=2520.00 NGPE L=71.65 N89'41'13"W iFO'39'48" R=2520.00 1~917 iFO'46'59" I R=2478.00 L=33.86 1 7,370 sq.ft. (110) '" Ll) "'l o to .f '" to '" N CJ) lC) -.t d .q- 0 30' '" N ~ VOL G §l W ~ ~ E Z M _ 0 (1j0o:>X=u >0:) -.::rJ!!B (.) <(0) -..;tor-CO 0 ..c~CO<OIO~ in> ~;;t;b~ -oN~<o.:g N c CONeS)_ ro o«)""i;f" • :;::::i: Il)!.rio i C\I.~ NNO .,...Y:-.::::t~tO w z w 1 m ;:) "'lZ u-i w n> c:( o :::t: () -IX: W ..., '" '" lfll i IX) ~ ~ ~ Iw }.. .... in 1 8 w ZC/) w ;:) Z W > c:( 0 :I: () -IX: W ..., L[) co ..--to I r<)l.J.... 0 0 0 L[) zl-W mW OI "J(/) L[) -.;;f- -.;;f-o I o ..-- I o Z --1 ""'" 0... l.J.... I N o o I i' o I « => --1 o z W --1 l.J.... Z o I- Z W 0::: l.J.... o >-I- o , . . " o o o . '. '. . .'. - w "-~-----------W -------.<------'1/ . • -:J',:' . ~.-,,-' 0" c, , -/ , .~ .. '~ MI ~r--~;rm =111=118 2,482 SF OF WETLAND FILL (1,M2 SF WETLAND B + 570 SF ROAD CROSSING) 4,648 SF WETLAND CREA nON AREAS TO BE GRADED OUT TO SAME ELEVATION OF ABUTTING WETLAND & TO BE FIELD VERIFIED BY SURVEYOR & BIOLOGIST 44,145 SF BUFFER ENHANCEMENT 963 SF BUFFER ENHANCEMENT / 21 • ·WA· J I '0 .99 , ,'. , ____ . li c-~ "'2/ ------ , . -----~ I 111:11 I I I i l i -'-IJf J vl' . I i I i i \~ , , , , I o 30 60 90 120 ,.. = SCALE 1";= 60' ,-WA--- I to ..... / , DEVaOPlilENT PLANNING CITY OF RENTON SEP 1 42006 . RECEIVED NOTE BASE DRAWING PROVIDED BY TRIAD ASSSOCIATES, INC. , '. J/-\ [:' '/ •... j'; '" -'-'-" ."",-",," '" "'--', . Sewall Wetland Consulting, Inc. 1103 West Meeker Street, Kent, We 98032 253-859-0515 Fax 253-852-4732 g;; <i, -d, V) g;; g;; ~ z Q <0 ~ fa 0 ""-~ 1-1 K l- V) ~ ~ ~ 1-1 > <3 <3 w ai ai frj :s a::: Q; 0:: ~ :0,; :0,; ~ W' t:! c;: ~~ <E]<J Job No. : AS-306 . ES Designed by: ....,.....::~. Drawn by: • CML Checked by:.,.Li __ Date: IAN 2006 SHEET WI OF W-4 · \' o o o - T (J o * ~I REMOVED 1~1 I Cl I ~I / / ~\ ~ I ~) C) , J i o 15 30 45 BO lilil"WW "- SCALE: 1" =30' NOTE BASE DRAWING PROVIDED BY TRIAD ASSSOCIATES, INC. Sewall Wetland Consulting, Inc. 1103 West Meeker Street, Kent, Wa 98032 253-859-0515 Fax 253-852-4732 <c <;:> ''> -d, llJ V) ~ ~ 2 z , ~ is:' 0 -cO '" t--l K I_ V) ~ ~ () () t--l C3 C3 IJ.. > w ai ai fa u.: :::;: Ck: u.: ~ :::,: :::,: ~ ~ ~ Job No. AS·30B Designed by: ES Drawn by: eML Checked by: Date: MAR.200B SHEET· W-2 OF W-4 "',, ~~ :;- II I 0 G) $ @ G) 0 @ ® 0 e ® 2"(TVP.) TOTAL PLANT LIST PLANTING LIST QNTY PLANTNAME SIZE TREES 73 Big Leaf Maple 2gal. Acer macrophyllum 10 Sitka Spruce 2 gal. Picea sitchensis 106 Bitter Cherry 2 gal. Prunus emarglnate 85 Doug/as Fir 2 gal. Pseudotsuga menzies!i SHRUBS 135 31 115 93 219 251 38 Vine Maple Acer circinatum 2 gal. Red-osier Dogwood Comus stolonifera 2 gal. Hazelnut 2gal. Cory/us comuta Indian Plum 2ga/. Demler/a cerasiformis Red-r7ower/n!l Currant 2 gal. Ribes sangumeum Salmonberry Rubus spectab!lis 2gal. Sitka Willow 2gal. Salix sitchensis berm (Iyp) II 112" min. Mulch or slerlle slraw ffr spring planting, wood chips for fall planting. --"'--'--2 X root ball Top soil TREE PLANTING DETAIL NOTTOSCALE III . II Top soil 6" berm (Iyp) Finish grade , , I 2 112" mli1. Mulct! or sterile straw fir spring pianling, wood chips for fall planting. CONIFEROUS TREE PLANTING DETAIL NOT TO SCALE SPACING as shown as shown as shown as shown as shown as shown as shown as shown as shown as shown as shown HABITA T FEA TURES 65 HABITAT FEATURES TO BE 6' LENGTH (MIN) & 4" DIAMETER (MIN.) CONIFER SPECIES. 65 HABITAT FEA TURES TO BE 15' LENGHT (MIN.) & 8" DIAMETER (MIN) CONIFER SPECIES NOTE: ALL HABIT A T FEA TURES TO BE PLACED ALONG EDGE OF CHANNEL, 2 PIECES PER 10' OF CHANNEL HERBS WETLAND AREA SEED MIX 50% Redtop Ben/grass Agrostis s/olonifera 50% Meadow Foxtail Alopecurus genicularus Seeding rate: 6 IbI1000 sq. feel 200 -Slough Sedge 10 em. plug Carex obnuta 200 -Spike Rush 10 em. plug Eleocharis ovala NOTE: TO BE PLANTED IN EXISTING WETLAND & CREATED WETLAND WETLAND SIGN NOTES Glue ~ignJP 1/2" CDX p'rr"ood and r~~l:d~osM;~' ~71#b,~~rew[e Set {)ost minimum :1 fibelow fade. Wetland sign to !ii!.a! appro imately 5' height above finish grade. ;?"':~~'!Fn'!f::c:nffi~ 1tt~~%f;gt~d Area BuffW S~lb8l;k Area or Selback Tract and the Building Setback Area. ,Wetland One sigo shall be posted o~er lot for e very 150' orSensitive Area Surter and shall be statio(led In a promment location leo at the closest point to the proposed develop-ment. Signs mayalso be attached securely /0 fences. Sensitive Area BoundaJy Help protect and care for this area, I' WETLAND SIGN DETAIL NOT TO SCALE ~ /' iI['min. A{u,bfl or stetile straw fir spring planting, wood chips for fall planting. Topsoil SHRUB PLANTING DETAIL NOT TO SCALE ___ -2x4 TK TOP RAIL O/TOP OF POST "----1 x4 TK Rp.IL ! \---2x4 TK RAIL t +1 8' 0" f I t=;n~~~~~~~;:+ ~~ ___ 4x4 TREATED POST BEYOND _______ 1x4 CEDAR 8RDS. TIGHT r----2x4 TK RAIL r--1x4 TK RAIL I 'co '" o '0 I I.e) T==~iil~;::::::::=~FI:N~:AL GRADE 1 x4 TK CEDAR D, 4x4 TREATED POST HELD DOWN 2" .---CUNI C. Ilf-;J----OPT. PIPE ATTACHED TO POST ~---4x4 TREATED POST / / • TOP RAIL TO BE HORIZONTAL! WITH MAX 12" STEPS AT POSTS AS NEEDED FOR GRADE -VERIFY 1'1/ SUPERINTENDENT ON STEEP GRADES, , 2x4 RAIL SIDE. TO FACE iNTO THE FENCE OWNER'S PROPERTY EXCEPT AT STREET OR PARK LOCATIONS , WITH GRADE [·IFFERENCE OF 6" OR MORE BETWEEN POSTS -SLOPE 80TTO,1 RAIL TO CONFORM , COLOR TO BE RODDA IS96F4015 ASTEROID SEMI TRANSPARENT EXTERIOR STAIN A C E i BUFFER STREAM EXISTING WETLAND WETLAND WETLAND CREATED WETLAND I CROSS SECTIONS I SCALE -H: 1"=10' STREAM BUFFER BUFFER 1--------~--~~--~-----~,-.. --~---17: f"--3~-------'-~~~- 2" MIN 6" MAX __ -6" PEELER POST __ ~3" PEELER RAIL L t= F I + 1 S· Q" i-I- 1= ,= \ o o , '----cONe. HELD DOWN __ -CONC. I 2" \L 3" PEELER RAIL I 6" PEELER POST ------PEELER POST , TOP RAIL TO DE HORIZONTAL"'WI~fH ,gX 12" STEPS .IT POSTS AS NEEDED FOR GRADE -VERIFY w/ SUPERINTENDENT QN STEEP GR.~DES~ * WiTH GRADE DIFFERENCE OF' 6" OR MORE BETWEEN POSTS -SLOPE BOTTOM RAIL TO CONFORM B { /) i F NOTE: BASE DRAWING PROVIDED BY TRIAD ASSSOCIATES, INC Sewall Wetland Consulting, Inc, 1103 West Meeker Street, Kent, Wa 98032 253-859-0515 Fax 253-852-4732 ~~~----------------------------------------~------------------------------------------------------------------ ig '" -Q, VJ ig ig .lJ.J ,Q) Z 0;, ct Q D -ll§ f-< t-!. 0;, I-. VJ i::: ;,... C) f-< I-. &: > ti ti w EG EG fa ::;;: 0::: 0..: 0..: ~ ::,; ::,; ~ ~ ~ Job No. ' AS·306 DeSigned by: ES , CML Drawn by: Checked by: Date: MAR. 2006 SHEET W-3 OF i W-4 , . '. -' .. ',:,\;>:-,. ~·i",,:_;..-•• ','~_-,,, 1.0 WETLAND MlTIGA TION CONCEPT AND GOALS 1.1 . MITIGA TION CONCEPT Impacts · The proposed project is the construction of a 61 lot subdivision. The proposed road crossings of the site will require impacting both the creek and a portion (560s0 of wetland. Additionally, the City is requiring · miti[JOtion for the fill of wetland B. a 1912sf wetla'ld as well as paper fill of 963$f of Wetland A for the rood ,. crossing. These impacts are allowed with appropriate mitigation as described by Code. In odditiofl, the 35'buffer of the Closs 4 stream is proposed to be reduced to 25' as allowed by Code with enhancement. Mitigation The rood crossings will require placement of an appropriate size culvert. To compensate for the total :1mpactto 2,482sf of Category 3 wetiond, 2,485sf of wetland will be created to the west of the eastern rood ... crossing along the sides of the channel. To compensate for the 963sf of paper fill, 2,163sf of wet/and wl/l be ,'CToo.fed Of? the we$t side of the site' along the east bank of the channel. This creation will fnvotve excavating down the area to create wetland hydrologic conditions ond maintain the existing storage copacity of the wetland for floodwater, and t'7en followfr;g soil amendments If needed, rt:-pIGrtt!t y wft? a mIx of notlve frees and shrubs. In addition, the rest of the wetland will be enhanced with native plantings and same habitat features such as large logs. ':Td,ccmyensote for the reduced stream buffer, the entire buffer of the stream will be enhonced through the :' lnstollotion of nattve trees and shrubs as well as large woody debris in and along the stream channel. The. result of the proposed mitigation is no net loss of existing wetiand function (floodwater storage capodty) and a large increase in habitat function as the entire bulfer and stream chonnel will be planted with native. trees and shrubs and exotic deer will be removed The removal of the deer will eliminate nutrients fromanimalwQsteentering the stream as well as eliminate the brOWSing of vegetation. The woody vegetation /0 be planted will restore a native plant community to the riparian area and prwide a source of woody debris and invertebrate substrate for the stream channel as well as shade and cool ihe water in the channel which will benefit off-site, downstream areas of the tribulary that do contoln fish. Tl:e proposed creation area will be monitored for 5 years as required by Code. j,2.0 IVIITlGA TIONGOALS 1.2.1 Create 2,485sf of vegetated wetland meeting wetlond vegetatian and hydrology criteria. 1.2.2 lVIoinloln pre-development hydrology to the wetland os a minimum. i2.3, . Remove invasive and exotic plants from lhe mitigation area and replace wilh native species, 1.2.4 Provide BJ2I% cover of woody species by the end of year 5. . 2.0' CONSTRI)CTION SEQUENCE The 'canstructian sequence of this project will be implemented as follows: 2.1 Pre-canstructlan meeting 2.2 Construction sloking 2.3 Construction lenctng Gnd erasion control 2.4. Clearing and gradio] .' ;,5 Stabilization of mitigation area 2.6 ... Plant material lnstollotion 2.1 Permanent sign installation 2.1. Construction inspection 2.B . Agency approval 2.9 : !Voniloring inspection ond r~oorting 2.iiZf Silt fence removal 2.11 Project completion 2.1 Pre-construction lVIeetl:7g A pre-construction meeting will be held on-stte prior to commencement of construction, to include Ihe · Owner!> biologist, the contractor, the Owner ood the Cily Biologisl. The approved plans and specificotions will be reviewed to ensure that all parties involved understand the intent of the cons/rucilon documents, specifications, sUe environmental constraInts, sequences. and inspection requIrements. 2.2 Canslruction Staking The li7Jits of clearing and grading of the mitigation area will be marked in the field by a licensed professional lond surveyor prior to commencement of construction activities. 2.3 . Construction Fencing g Erosion Control All erosion control measures adjacent to the mitigation area, including silt fencing and orange construction fencing wiil be instailed Eroslon control fencing will remain oround the mitigotian area until clearing, grading and hydraseeding are complete. 2.4 Clearing & Grading The biologist will be present on-site for the excavation and grading of this area to confirm wetland conditions w/ll be created. The wetland area is very small and linear. As a result, no grading plan hos been prepared The areo proposed as wetland creation w/ll be graded out to the existing elevation of the abutting wetland This will be verified by survey and visually by the biologist. The edges of Ihe creation area will be sloped bock at a 3:1 slope fram the created wetland edge. The crealion area will be excavated oul and lopsail stockpiled outside of Ihe wetlond and buffer. The creotion area will be over-excavated by approximately 12" to allow replacement of stockpiled topsoil to bring the area to finish grade. All excavated material will be stored and or disposed of outside of critical areas and their buffers on or olf- sitea/ on approved facility/properly. 2.5 Stabilization of Mitigation Area All graded areas will be stabilized wilh hydroseed or mulch per 3.4.2 upon completion of grading. Oranae coos/ruction fencing and erosion controi fences will be restored ond placed around the mitigation area. 2,6 Plant Material Instol/o/ion All plant material will be plonted by hand per detail ond Conslruction and Planting Noles. The Mitigotion Plan specifies ire required size, species, quantity. and location of piant malerials to be installed The contractor wil/ re-seed or over-seed all hydraseeded areas disturbed during the planting process. Upon camptetion of the planting, the erosion control fencing will be restored and repaired Plant substilutions or modlficalions to locations shall be approved in writlng, by the Owner's biologist and Cily of Renlon prior to instal/otian. 2.7 Permanent sign installation Upon acceptance of the planl material installation by Ihe Owners biologist. Critical Area signs wli/ be placed · on-posts as noted on the Final IVIitigation Pion. 2.8 Construction Inspection Upon completion of installation, the Owner's biologist will conduct an inspection to confirm proper implementatian of the IVIitigotion Plan. Any corrections, substitutions or missing items will be identified in a ''punch list': Items of partieulor importance will be soils in pits, pit size, plant species, plant size. mulch around pits, md tree stoking. . Upon completion of planting, if instaliaNon or materlols vary signtficonlly from the lVIitigation Plan, the controctor will submit a reproducible "os-built" drawing to the Owner. 2.9 Agency Approval Following acceptance of the installation by the Owner's bialogl\t. a letter will be prepared 10 Ihe City Biologist requesting approval of lhe installatlon. · 2.10 Monitoring Inspection and Reporting The monitOring program will begin in the first growing season (approximately one year) following installallan approval by the City Biologist. The subsequent maniiori,'9 lnspectians will be conducted in accordance with the approved /Vionitoring Program. 2.11 Silt Fence Removal Erosion control fencing adjacent 10 the mitigation area will remain in place until ail areas adjacent to the mlttgaiian area have been stabillzed 2.12 Project Completion If, after the final year of monitoring, the project has satisfied the objectives and goals of the approved IVIitlgatTon Plan, the Owner's biologist will prepare a letter to the City requesting flnal qopraval ~ closure of the mitigation plan. 3.1 SITE PRE PARA TJON 3.1.1 The Landscqoe Contractor will approve existing conditions of subgrade prior to initiation of any mitigation installalion work. The Landscape Contractor will inform the Owner of any discrepancies between the approved construction document and existlng conditions. 3.1.2 The Generol Controctor will flog Ihe limits of clearing with orange construction fencing ond will observe these limits during construction. No natural features or vegetation Will be distu,"bed beyo.'ld Ihe designated Hlimits of clearing': 3.i.3 The La]:jrJScope Cmih.i"c/Oi~ ~r4llliGnd grub all blarJ1i;eT)'I' 1'~F7e~7es as specified h Section 4.13 of the approved Wetland IVIitigalion plan. Weed debris will be disposed of off site. I 3.2 PLANT A{I[) HABITAT IVIA TERIALS 3.2.1 All plant materials will be as specified in the plant schedule. Only vigorous plants free of defee/s, diseases and infestation are acceptable for installation. 3.2.2 All plant materials will conform to the standards and size requirements of ANSI Z60.1 ''American Standard for Nursery Stock': All plant malerials will be nattve to the northwest, and preferably the Puget Sound Region. Plant materials will be propagated trom native stock; no cultivars or horticultural varieties will be allowed All plont materials will be grown from rursery stock unless otherWise approved 3.2.3 Ali nursery grown plant materials will be h containers or balied and burlqaped Bare root plantings will be subject to approval. 3.2.4 All plant materials stored on-sile longer thon two (2) weeks wi!! be organized in rows and maintained by the contractor at no additional cost to the owner. Plant materiais temporarily stored will be subject to i inspection and approval prior to installation. i ,3.2.5 Substitution requests must be submlt/ed in writing to the Owner and approved by Ihe Owners , biologist and City of Renton in writing prior to delivery to sile. 3.2.6 All plant materials will be dug, packed, transported and handled wilh care to ensure protection from Injury. Ali plant materials ta be stored on site more thon 24 hours wll/ be heeled into topsoil or sawdust. Precautionary measures sholl be token to ensure plant materials do not dry out before planting. Wetland , plants will be shaded and saturoted until lime of installation. Immediately after installation the miligotion plonting area will be saturated to avoid capillary stress . ,3.2.7 The contractor will verify all plant materials, the quantities shown on the planting pion, and the plant schedule. The quantity of plant materials shawn on the plan tokes precedent over the quantity on the plant list. . 3.3 PLANT AND HABITAT MATERIAL INSTALLATION 3.3.1 All plant and habitat materials must be inspected prior to installation to verify conformance of the materials with the planl schedule including size, quality and quantity. Any piont or habitat materials deemed unsatisfactory will be rejected 3.3.2 All plant materials delivered and accepted should be planted immediolely, foliawing installation of the habitat features depicted on the plan. Plant materials not planted wlthin 24 hours will be heeled-in per nate 3.2.6. Plant materials stored under temporary conditlons wil! be the sale responsibllity of the con/roc tor. Plants will be pi'otected at aU 'tknes ,to prevent the root 'ban "fj"om -drying out before. durlng. or ofter plantkg. 3.3.3 All planting pits will be circular with vertlcol sides, and will be sized per detail on the mitigattan pioe and filled with pil soils approved by Ihe Owner's biologist. If native soils are determined to be unacceptable by the Owner's biologist, pit soils will be amended with Cedar Grove mulch or equivalent. 3,3.4 No fertilizers will be used within the miligation area. 3.3.5 All containerized piant materials will be removed from their containers carefully to prevent damage to the plant and its roots. Plants removed from their containers will be pion ted immediately. 3.3.6 Ali plant materials will be placed as shown on the approved mitigation pion. If the final installation varies from the approved mitigation plan, the controctor will provide a reprodUCible mylar os-built of the installed conditions. All plant material will be flogged by the contractor. 3.6.3 Lvl;O may be selected from other areas of the site being legally cleared or obta.lned off-site in a lawful manner. All woody debris from any source will be selected and or approved by the biologist. 4.0 MAINTENANCE PROGRAM INTRODucnON This maintenance program outlines the program, procedures and goals for mitigation of the wetland impacts at the mitigotlan site. This maintenance program will be the responsibility of the project owner through the durotion of lts ownership at the mitigation area, or throughout the duration of the manitoriog period, whichever 1\ langer. The mointenonce contractor will complete the work as outllned below. 4.1 IVIAINTENANCE WORK SCOPE 4.1..i The prknory goals of the mltrgotlon plan ore to enhance ond enlarge the exIsting wetland. preserve the hydrology and woter quallty Oi' the wet/and and enhonce the native plont community typically found around lJndlstlRbed wetlands. To accomplish this goat, normal (ai7d~wpl;7rJ metrrOds must be modffied to incfude: o. No mow/ng or tr{(nming of ground cover or vegetat/on k'l the mitfgat/on area. b. No placement of fertilizers in the mitigation areo. c. No plocement of bark mulch or equivalent in the mitiga/lan area, except as noted in the planting detoils. d. No piocement of gross clippings, landscape debris, fill or ornamental plont malerials tn the mitigotlon area. ' i'.- 4.1.2 War* to be included i(1 each site visit: a. Remove all litter including paper, plastic, bottles, construction debris. yard debris, etc. b. Remove all blackberry varleiles and scotch broom wlthin the mitigot/on O'"'eo. At! debrls ls to be removed from site and dispoSe.,d""ln OrY approved landfill. /' '" --/' / c. Repair silt aod/ar permonenl fencing and signoge as needed , 4.1.3 Work to be completed on on annual basis includes: a. Areas containing Himalayan blodrberry should be controlled by hand Gutting the blackberry and treating the remaining cut stems only with a glJ:Ohasphate herbicide such as Roundup or Rodeo. b. Replace dead or lailed plant materials. Repiacement plonti,1gs are to be of some species, size and locotion as original plantings. Plantings are to be installed during the dormont period c. Remove weedy species withln the dripilne of each installed plant. 4.2 M4INTENANCE SC'IEDULE The Owner will conduct all items listed in the Maintenance Work Scope on on annual basis. Addllionol work may be required per toe Monitoring Report and as approved by the City 8ialagist. Addilianol work moy include removal of the grasses around each shrub and tree, installation of wood chips at eao'l shruv and tree bose, reseedll7g the mit/gotton area, re-stoking existing trees at7d erosion control protection. 4.3 WA TERING PEQUf,'iEIIENTS 4.3.1 A temporary irrigation system will be required The temporary irrigation system may be removed after the second year providing the plantings are established and acclimated to on-site conditions per Constnxtfon and PlantIngs Notes Sec. 4.0. 4.3.2 [rriuatlan will be provided at a rate of 2" per week from Installation through October 1st, or between July 1st and Oct. 1st for any subsequent year. Irrigation. wlil provide head to head coverage for 15 mlnutes per cJoy every day. 4.4 CLOSEOUT OF FIVE YEAR MONITORING PROGRAIVI Upon complC'lion or the monitoring program and acceptance of the wetland mitigation by the City Biologist, Ihe mointenonce of the project will be reduced 10 include removal of litter and debris, repair of perimeter fencing and signage, removal of noxious weeds and undesirable vegetation, and repair of vandalized areas. 5.J2I WETLAND AND BUFFCR MONITORING PROGRAM 3.3.? All habital material locations will be field specified by the biologist durlng mitigation construction and placeJJ.l approximately every 10' along the stream corrldor. SAMPLING METHODOLOGY 3.4 PLANTING SCHEDULE A{I[) WARRANTY i 3.4.1 A fal/-winler instal/ation schedule (October .1st -Morch 15th) is preferred for lower martality rates of "I nelV plantings. 3.4.2 AU disturbed areas wlll be mulched or seeded wlth mixes as specified on the plans as soon as the I mitigotion area grading is corrplete. The seed must be germinated and a gross cover established by October lIst. If the cover is not adequately established by October 1st, exposed soils will be covered with approved erosion control materia! and the controctor will notify the Owner in writing of alternative soil stabilization method used. 3.4.3 The Inslaller will warrant all plont materials to remain healthy and alive for a period of one yeor oflcr linal acc~otance. The installer will replace all dead or unhealthy plant materials per the"opprov~d plans and spedflcoft'ons. 3.5 SITE CON)JTIONS 3.5.1 The Installer will coordinate with the Owner and Ihe Owner!> biologist for construction scheduiing. 3.5.2 Landscape Installation will begin after the City acceptance of grading and construct/on. The Owner will notify the Owners biologist of acceptance of tinal grading. 3.5.3 Silt fences will be installed os shown on the approved mitigation grading pions. The lnstaller .Is responsible for r~DOir and replocement of silt fences disturbed during plant installation. No equipment or soils w!l'i be stored Inside the sifl fences. 3.5.4 After clearing and grading is complete in the mit/galion area, exposed soils will be seeded or mulched Orange construction fence will be placed around the mit/galion area to prohibit equipment and personnel in the mitigation area. 3.5.5 Flnal grading will be based upon soil conditions found during excavation of the fill material and will be verified by the owners biologist on-site prior to planting. 3.5.6 All plant material will be planted wilh suitable soils per planting details 3.6 LARGE WOODY DEBRIS 3.6.1 Western red cedar is the preferred species for oil Lorge Woody Debris (LWD). At least 50% at ali L WD used shall be cedar. Other species that are acceplable include Douglas fir, western hemlock, block cottonwood or big leof maple. 3.6.2 L VWJ instailatian will occur during the dry season (lVIay 31-0ctober 1) prior to onset of seasonal rains. The newly c,eated wetland will be manitored quarterly during Yeor land annually Ihereafter. /VIonitaring wll! be conducted us/ng the lechnlques and procedures described below to quantify the surv!vo{f relative health and growth olplonl material as well as the successful creation of on area meeting wetland vegetation and hydrology criteria. An annual monitoring report submilled following each years monitoring visits will describe md quontify the status of the mitigotlon at that time. IVIonitoring will be extended if performance standards are not achieved If acontlgency plan Is required to be implemented It may ,"clude oddWono! mon/torlng as the p;ojec! v.;ttCbe~'Considere.d restarted. Monotolrng reports wllL be submitted to the City of eenton. /",:" 5.1.1 Hydrology,.f' '\\ ~pf"< -,;' -,- Vvetland hycblogywili be monitored using two (2) combination stotf/crest gouges located within the restorott:on.or:;ea. -"'--~urfoce ~,;-'Otet level or ground water soturatlon depths will be measured ot these two stations 'to delermine il weiland hydrology has been successfully attained As is noted in the Corps of Engineers Wetlands Delineation Monuol (Environmental Laboratory, 19B1). wetland hydrology is defined as lnundotion or sol[ saturaUo,?: (usuot[y wlthi'n 12" of the surface) durfng the growing season. The growing season for this oreo is generqliy defined as the period between the middle of March and the middle of November. However, plont 9~owth onen occurs eorller In the year and sound profeSSIonal judgment wttl be needed to determine when th~; growing season is taking place at the sUe. Weiland hy,,"ology will be considered successfully created if wetland hydrology is observed inundating or saturating the soil within 12 inches of the surfoce durlng the grawing season. Headings will be made early in the growing season (@ !ViJrch 15) to determine if weiland hydrology is present. 5.1.2 Vegdolian The vegetotion monitOring consists of inspection of the planted material to determine Ihe health a,'ld vigor 0/ the Installot/on. All the planted material In the wetland and buffer will be Inspected dunng each monitoring visit to determine the level of survival of the installation. 5.2 STANDA.'iOS OF SUCCESS 1.0 Evoluetion of the success of the mitigation project will be based upon an 80% survival for all plan led woody vegetation at the end ot year 5 • 1.b Not niore than i0%cover of non-native invasive species wlthin mitlgation areo after year 5. 2. The Lwllond mitigation project will create 2,485sf of wetland meeting 01 leost the vegetation and hydrology criteria for a "etland as described tn the Corps of Engineers Wetlands Delineation tVJcnuoi (Env/ronmentai LoboratorYf 1987). 3. Volunteer noUvel non-/;'7Vosive specles wilt be lncluded as acceptable components of the mitigotion. 4. The mitlgation wil! provide B0% c('verage of woody vegetatian at the end of Year 5. 5.3 CONTINGENCY PLAN A contingency plan con be lmplemented :If necessory. Contlnyency plans con include additional plcnt installation, erosion control, modification!; to hydrology, and plant substitutions including type, size, and locotion. If the monitoring results indlcote thot arw of the performance standards ore not belng met. It may be necessary to implement all or pori of the contingency pion. Careful atlention to maintencnce is essential in ensuring that prablems do not arise. SI:ould any of the site foil to meel the success criteria, a contingency plan will be developed ond implemented. with the City approval. Such pions are prepared on a case-oy-case basis to reflect the failed mitigation chqracteristics. Contingency/maintenance activities may include: Reploclng aU plants lost to vandalism, drought, or disease, as neceSSGry~ Replocing any pLont specles wfth 0 20 percent or g~eoter martairty rate with the same species or simllor s,oec/es upprovsd by the City BkAog/st. Irrigating the wetland area only as necessary during dry weather if plarlts appear to be too dry, wIth a minimal quantity of water. Peseeding wetland and buffer areas wilh on approved gross mlxture as necessary if erosion/sedimentation occurs. Removing ali t~ash or urdeslrable debrls from the wetland and buffer arees as necessary per 4.iZI iVlaintenance Program. J I ) Sewall Wetland Consulting, Inc. 1103 West Meeker Sireet Kent, Wa 98032·5751 253·859·0515 Fax 253·852·4732 ~ ~~I a~~~ ~~o§ n II~ fi~~1 ~~ 3g ~3 ~I~ 116 i ~ ~ ~ ~ ~ [Q r-.: S. (J) I I z ~ 0 ....... (J) ....... h > ~ ~ ~ w 0:: ~ ~ I ~ ~ <:8~<El<J Job No. A5-ae6 Designed By; £(2 Drawn By: Q\lL Checked by; Oat.: J\MR. 2f?ft36 SHEET W-4 OF W-4 VOL/PG SHY E POR NE 1/4 , SEC 15, TWP 23 N, AGE 5 E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON AUGUST 2006 DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALL Y IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED TO THE ADJACENT LANDS OF THIS SUBDIVISION BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS WITHIN THIS SUBDIVISION. FURTHER AGREE TO HOLD THE CITY OF RENTON AND ANY GOVERNMENTAL AUTHORITY HARMLESS, INCLUDING THE COST OF DEFENSE, IF ANY, FROM ANY DAMAGES TO PERSONS OR PROPERTY WITHIN OR WITHOUT THIS SUBDIVISION RESULTING FROM THE ALTERATION OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOW, OR IN ANY FASHION CAUSED BY THE APPROVAL OR CONSTRUCTION OF THIS SUBDIVISION. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. CONNER HOMES COMPANY, A WASHINGTON CORPORATION BY: FIRST HORIZON HOME LOAN CORPORATION A KANSAS CORPORATION BY: ITS: ---------------------ITS: -------------- ( AS LENDER ONLY, NOT AS OWNER ) ACKNOWLEDGMENTS STATE OF WASHINGTON COUNTY OF __________ _ I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ____________________ _ AND ____________________________ SIGNED THIS INSTRUMENT, ON OATH STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE _____________________________ AND ________________________________ _ CONNER HOMES COMPANY, A WASHINGTON CORPORATION, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE l~lSTRUMENT. DATED ____________________________________ _ SIGNA TURE OF NOTARY PUBLIC ______________________________ _ TITLE _____________________________________ _ MY APPOINTMENT EXPIRES _______________________ _ STATE OF WASHINGTON COUNTY OF _________ _ I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT __ _ AND SIGNED THIS INSTRUMENT, ON OATH STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE . __ -:-=-c-==-:-AND FIRST HORIZON HOME LOAN CORPORATION, A KANSAS CORPORATION, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNA TURE OF NOTARY PUBLIC TITLE MY APPOINTMENT EXPIRES ________ _ ACCESS EASEMENT WITNESSETH THAT SAID GRANTOR(S), FOR VALUABLE CONSIDERATION, RECEIPT OF WHICH IS HEREBY ACKNOWLEDGED, HEREBY GRANTS AND CONVEYS AN ACCESS EASEMENT OVER, ACROSS, AND UPON THE PRIVATE DRAINAGE EASEMENTS SHOWN ON THE FACE OF THIS PLAT, PER AN ENGINEERING PLAN APPROVED BY THE CITY OF RENTON, A MUNICIPALITY CORPORAllON OF KING COUNTY, FOR THE PROJECT KNOWN AS SHY CREEK FOR THE CITY OF RENTON AS GRANTEE, TO ENTER UPON SAID EASEMENT(S) FOR THE PURPOSE OF OBSERVING AND INSPECTING THE FACILITIES TO ASSURE THAT THE OWNER(S), THEIR SUCCESSORS AND ASSIGNS. ARE PROPERLY OPERA TING AND MAINTAINING THE DRAINAGE FACILITIES PURSUANT TO THE ABOVE REFERENCED PLAN AND CONTAINED WITHIN SAID EASEMENT AREA(S). THE COVENANTS HEREIN CONTAINED SHALL RUN WITH THE LAND AND ARE BINDING UPON THE GRANTOR(S), ITS HEIRS. AND ALL SUBSEQUENllAL OWNER(S) THEREOF, FOREVER. RESTRICTIONS NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGED OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED. APPROVALS CITY OF RENTON APPROVALS CITY OF RENTON PLANNING / BUILDING / PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS __ DAY OF , 2007. ADMINISTRATOR CITY OF RENTON EXAMINED AND APPROVED THIS __ DAY OF _____ , 2007. ATTEST ______ ----------------- CLERK OF THE COUNCIL MAYOR CITY OF RENTON FINANCE DIRECTOR'S CERTlFICA TE I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREON CONTAINED DEDICATED FOR STREETS, ALLEYS OR OTHER PUBLIC USES ARE PAID IN FULL THIS _ DAY OF , 2007. FINANCE DIRECTOR KING COUNTY FINANCE DMSION CERTlFICA TE I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID. THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR OTHER PUBLIC USE ARE PAID IN FULL. THIS DAY OF ____ .2007. DIRECTOR DEPUTY .DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS __ DAY OF ____ .2007. KI:\lG COUNTY ASSESSOR DEPUTY ASSESSOR COVENANTS SEE DECLARATION OF PROTECTIVE COVENANTS FOR SHY CREEK AS RECORDED UNDER RECORDING NO. , RECORDS OF KING COUNTY, WASHINGTON ALL LOTS AND TRACTS WITHIN THIS PLAT ARE SUBJECT TO THE SHY CREEK COMMUNITY ORGANIZATION ESTABLISHED IN ACCORDANCE WITH WASHINGTON STATE LAW WHICH IDENTIFIES EACH LOT OF THIS PLAT AS A MEMBER OF SAID SHY CREEK COMMUNITY ORGANIZATION RECORDED UNDER RECORDING NO. , RECORDS OF KING COUNTY, WASHINGTON. DECLARATION OF COVENANT THE OWNER OF THE LAND EMBRACED WITHIN THIS LONG PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS LONG PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THE LONG PLAT. COUNTY RECORDING OFFICIAL'S INFORMATION BLOCK (WAC 332-130-050) LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT OF SHY CREEK, IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., AS REQUIRED BY STATE STATUTES; THAT T DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY; THAT THE MON " SHALL BE SET AND LOT AND BLOCK CORNERS SHALL BE STAKED CORRECTLY ON THE , EXCEPT AS NOTED, THAT I FULLY COMPLIED WITH PROVISIONS OF THE STATE AND lk. iA.TUTES AND REGULATIONS GOVERNING PLATTING. C1f.-h YI..ZVQ q;<" ~ $:).". *01 lfAsl!* ~~ 0 A '* '" t .. / yr '~ . *" . ";", * ~* <9 W"""~I 00~ o;~ ~ t!!>/-03 -c RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CITY.OF RENTON THIS ___ DAY OF , 2007, AT ____ MINUTES PAST __ M. AND RECORDED IN VOLUME _. _____ OF PLATS, PAGE(S) , RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECORDS AND ELECTIONS PORTION OFcTHESOUTHWESTQUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN CITY OFRENTON,KING COUNTY, WASHINGTON .' VOL/PG H E POR NE 1/4 , SEC 15, TWP 23 N, RGE 5 E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON LEGAL DESCRIPTIONS PER CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 1124778. TRACT 32, BLACK LOAM FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, IN KING COUNTY WASHINGTON. PER CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 1124779. TRACTS 28 AND 29, BLACK LOAM FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, IN KING COUNTY WASHINGTON. PER CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 1153746. PARCEL C OF KING COUNTY LOT LINE ADJUSTMENT NUMBER S90M0088 AS RECORDED UNDER RECORDING NUMBER 9804090613, IN KING COUNTY, WASHINGTON; BEING A PORTION OF TRACT 25 BLACK LOAM FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12, OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON. PER CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 1152293. TRACT 25, BLACK LOAM FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON; EXCEPT THE FOLLOWING DESCRIBED PARCEL: BEGINNING AT THE. NORTHEAST CORNER OF SAID TRACT 25; THENCE SOUTHERLY ALONG THE WEST LINE OF 144TH AVENUE SOUTHEAST, TO THE SOUTHEAST CORNER OF SAID TRACT 25; THENCE WESTERLY ALONG THE SOUTH LINE OF SAID TRACT A DISTANCE OF 207.00 FEET; THENCE NORTHERLY AND PARALLEL WITH THE WEST LINE OF 144TH AVENUE SOUTHEAST, TO A POINT LYING 140.00 FEET SOUTH OF THE NORTH LINE OF SAID TRACT 25; THENCE WESTERLY ALONG A LINE PARALLEL TO THE NORTH LINE OF SAID TRACT 25 A DISTANCE OF 48.00 FEET; THENCE NORTHERLY AND PARALLEL TO THE WEST LINE OF 144TH AVENUE SOUTHEAST, A DISTANCE OF 140.00 FEET TO THE NORTH LINE OF SAID TRACT 25; THENCE EASTERLY ALONG SAID NORTH LINE TO THE POINT OF BEGINNING. (ALSO KNOWN AS A PORTION OF KING COUNTY LOT LINE ADJUSTMENT NUMBER S90M0088, RECORDED UNDER RECORDING NUMBER 9804090613.) EASEMENT PROVISIONS 1. A PUBLIC EASEMENT IS HEREBY GRANTED TO THE CITY OF RENTON, WATER DISTRICT NO. 90, PUGET SOUND ENERGY, VERIZON AND COM CAST AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE \ AREAS DEPICTED ON THE ATTACHED MAP LABELED @ IN WHICH TO LAY, CONSTRUCT, RENEW, OPERATE AND' MAINTAIN UNDERGROUND CONDUITS, CABLE, PIPELINE AND WIRES, WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE TO THIS SUBDIVISION AND OTHER PROPERTY WITH WATER, ELECTRIC, TELEPHONE, GAS, CABLE TV OR INTERNET SERVICE, SEWER AND WATER, TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENTS AT ALL TIMES FOR THE PURPOSES STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION OF UTILITY. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, TELEPHONE OR CABLE TV SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. 2. PRIVA TE DRAINAGE EASEMENT COVENANT: THE OWNERS OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, A MUNICIPALITY CORPORATION OF KING COUNTY, THE RIGHT BUT NOT THE OBUGA TION TO CONVEY OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY THE CITY OF RENTON, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRE:D PERMITS FROM THE CITY OF RENTON PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT, THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. 3. CITY OF RENTON DRAINAGE EASEMENT AND COVENANT: ALL DRAINAGE EASEMENTS WITHIN THIS PLAT NOT SHOWN AS PRIVATE ARE HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, A MUNICIPALITY CORPORATION OF KING COUNTY, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE PLANS APPROVED FOR THIS PLAT BY THE CITY OF RENTON, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS) TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILIllES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY THE CITY OF RENTON, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THE OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN WRITTEN APPROVAL FROM THE CITY OF RENTON AND ANY REQUIRED PERMITS FROM RENTON DEVELOPMENT SERVICES PRIOR TO FILLING, PIPING, CUTIING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS EASEMENT AND COVENANT IS INTENDED TO FACILITATE REASONABLE ACCESS FOR THE OPERATION, MAINTENANCE, REPAIR AND RECONSTRUCTION OF THE DRAINAGE FACILIllES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. 4. A PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND ENERGY, VERIZON, COMCAST, (OTHER PRIVATE UTILITIES), AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON ALL PRIVATE STREETS, ALLEYWAYS AND PRIVATE DRIVES AND, THE EXTERIOR 10 FEET PARALLEL 'MTH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS AND 5.00 FEET PARALLEL WITH AND ADJOINING ALLEYWAYS AND PRl1iATE DRIVES EXCEPT THOSE PARTS OF LOTS 41, 42 AND 61 ABUTTING NE 2ND STREET, THOSE PARTS OF TRACT A, LOTS 1 THROUGH 8 AND 31 THROUGH 34 ABUTIING JERICHO AVE. SE & JERICHO AVE. NE, AND THOSE PARTS OF LOTS 8 AND 9 ABUTTING SE 2ND PLACE. FURTHER EASEMENTS ARE RESERVED OVER PRIVATE LANDS FOR VAULTS, PEDESTALS AND RELATED FACILITIES ("VAULT EASEMENTS") ADJACENT TO THE 5-FOOT WIDE UTILITY EASEMENT RESERVED IN THE PRECEDING SENTENCE AS FOLLOWS: THE VAULT EASEMENT MAY OCCUpy UP TO AN ADDITlONAL 5-FEET IN WIDTH (FOR A TOTAL WIDTH OF 10 FEET) WITH THE LENGTH OF EACH VAULT EAS.EMENT EXTENDING 5 FEET FROM EACH END OF THE AS-BUILT VAUL T(S). THE NUMBER AND LOCATION OF VAULT EASEMENTS WILL BE "AS INSTALLED" DURING THE UllLlTY'S INITIAL INSTALLATION OF FACILIllES. THE tASEMENTS ARE RESERVED AND GRANTED IN ORDER TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND PIPE,· CONDUIT, CABLES, WIRES,. VAULTS AND PEDESTALS WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, TELECOMMUNICATIONS, DATA TRANSMISSION, STREET LIGHTS AND UTILITY SERVICE TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AND TRACTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION. NO LINES OR WIRES FOR TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE, CABLE TELEVISION, TELECOMMUNICATIONS OR DATA TRANSMISSION USES SHALL BE PLACED OR PERMITIED TO BE PLACED WITHIN THIS EASEMENT UNLESS THE SAME SHALL BE UNDERGROUND. NO PERMANENT STRUCTURE SHALL BE PLACED WITHIN THE EASEMENTS WITHOUT PERMISSION· FROM EASEMENT OWNERS. 5. THE PRIVATE ACCESS AND UTILITY EASEMENT GRANTED OVER AND UPON LOT 9 IS FOR THE BENEFIT OF LOT 8. LOTS 8 &. 9 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM, SANITARY SEWER SYSTEM,. WATER SYSTEM, PHONE AND CABLE TV SYSTEMS ALONG WITH ALL ACCESS IMPROVEMENTS USED IN COMMON. 6. THE PRIVATE ACCESS AND UTILITY EASEMENT GRANTED OVER AND UPON LOTS 12 & 13 IS FOR THE BENEFIT OF LOTS 11 & 12. LOTS 11, 12 & 13 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF: THAT PORTION OF THI;: PRIVATE STORM DRAINAGE SYSTEM; SANITARY .SEWER SYSTEM; WATER SYSTEM,' F'HONE<AND CABLE TV SYSTEMS ALONG. WITH ALL ACCESS IMPROVEMENTS .USED IN COMMON. T THE PRIVATE ACCESS.AND UTILITY EASEMENT GRANTED. OVER AND UPON LOT 35 IS FOR THE BENEFIT OF LOT 34. LOTS .34 & 35 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM; SANITARY SEWER SYSTEM, WATER SYSTEM, PHONE AND CABLE TV SYSTEMS ALONG WITH ALL ACCESS IMPROVEMENTS USED IN COMMON. GENERAL NOTES I. INSTRUMENTATION FOR THIS SURVEY WAS A 1 MINUTE THEODOLITE AND ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 332-130-090. 2. PROPERTY CORNERS SHALL BE SET AS FOLLOWS UNLESS OTHERWISE SPECIFIED. A) LEAD AND TACKS ON CONCRETE CURB AT FRONT LOT LINE EXTENSIONS. B) SET 1/2" x 24" REBAR WITH CAP "LS NO. 19586" AT ALL REAR LOT CORNERS. C) STANDARD CITY OF RENTON MONUMENT IN CASE TO BE SET BY ME AS INDICATED. 3. THE STREET TREES SHALL BE OWNED AND MAINTAINED BY THE ABUTllNG LOT OWNERS OR THE SHY CREEK COMMUNITY ORGANIZATION UNLESS THE CITY OF RENTON HAS ADOPTED A MAINTENANCE PROGRAM. 4. TRACTS "A", "B", "C", "D" AND "G" ARE OPEN SPACE TRACTS AND ARE HEREBY CONVEYED TO THE SHY CREEK COMMUNITY ORGANIZATION AND SHALL BE MAINTAINED BY THE SHY CREEK COMMUNITY ORGANIZATION. PORTIONS OF TRACTS A, D, AND G ARE CRITlCAL AREA MANAGEMENT TRACTS AND SUBJECT TO RESTRICTIONS IN NOTE 5. 5 DEDICATION OF A CRITICAL AREA TRACT 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 CRITICAL AREA/TRACT CRITICAL AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/CRITICAL AREA AND ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/CRITICAL AREA AND BUFFER THE VEGETATION WITHIN THE TRACT/CRITICAL AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE RENTON· DEVELOPMENT SERVICES DIVISION, UNLESS, ., ... OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT/CRITICAL AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF CITY OF RENTON PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OF OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE CRITICAL TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSED ACTIVITIES IN THE VICINITY OF THE CRITICAL AREA ARE COMPLETED. 6. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE ON FILE WITH RENTON DEVELOPMENT SERVICES DIVISION AND ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY RENTON DEVELOPMENT SERVICES DIVISION. 7. ALL BUILDING DOWN SPOUTS, 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 FILE WITH RENTON DEVELOPMENT SERVICES DIVISION. THIS PLAN SHALL BE SUBMITIED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO FINAL BUILDING INSPECTION APPROVAL. 8. TRACTS "E" AND "F" ARE RECREATION TRACTS AND ARE HEREBY CONVEYED TO THE SHY CREEK COMMUNITY ORGANIZATION AND SHALL BE MAINTAINED BY THE SHY CREEK COMMUNITY ORGANIZAllON. 9, TRACT "H" IS A DETENTION AREA TRACT AND IS HEREBY CONVEYED TO THE SHY CREEK COMMUNITY ORGANIZATION AND SHALL BE MAINTAINED BY THE SHY CREEK COMMUNITY ORGANIZATION. 1 O. TRACT "I" IS A SEWER LIFT STATION TRACT AND IS HEREBY CONVEYED TO THE CITY OF RENTON AND SHALL BE MAINTAINED BY THE CITY OF RENTON. 1'1. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 3 AND 4 IS FOR THE BENEFIT OF LOTS 2 AND.3. THE OWNERS OF LOTS 2 THROUGH 4 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOTS 2 THROUGH 4. 12. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 5 AND 6 IS FOR THE BENEFIT OF LOTS 6 AND 7. THE OWNERS OF LOTS 5 THROUGH 7 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOTS 5 THROUGH 7. 13; THE PRIVATt"STORM DRAINAGE EASEMENT WITHI~I LOTS 11 THROUGH 14 IS FOR THE BENEFIT OF LOTS 12 THROUGH 15. '\ THE OWNERS OF LOTS 11 THROUGH 15 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOTS 11 THROUGH 15. 14. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 17 IS FOR THE BENEFIT OF LOT 18. THE OWNERS OF LOTS 17 AND 18 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOTS 17 AND 18. 15. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 21 IS FOR THE BENEFIT OF LOTS 20 AND 30. THE OWNERS OF LOTS 20, 21 AND 30 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVA TE STORM DRAINAGE SYSTEM SERVING LOTS 20, 21 AND 30. 1(). THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 22 AND 23 IS FOR THE BENEFIT OF LOTS 23 AND 24. THE OWNERS OF LOTS 22 THROUGH 24 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOTS 22 THROUGH 24. 17. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 26 IS FOR THE BENEFIT OF LOT 27. THE OWNERS OF LOTS 26 AND 27 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE .SYSTEM SERVING LOTS 26 AND 27. 18. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 28 IS FOR THE BENEFIT OF LOT 29. THE OWNERS OF LOTS 28 AND 29 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCllON OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOTS 28 AND 29. 19. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 31 IS FOR THE BENEFIT OF LOT 32. THE OWNERS OF LOTS 31 AND 32 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORllON OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOTS 31 AND 32. 20. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 38 AND 39 IS FOR THE BENEFIT OF LOTS 39 AND 40. THE OWNERS OF LOTS 38 THROUGH 40 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOTS 38 THROUGH 40. 21. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 43 THROUGH 49 IS FOR THE BENEFIT OF LOTS 42 THROUGH 48. THE OWNERS OF LOTS 42 THROUGH 49 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOTS 42 THROUGH 49. 22. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 51 AND 52 IS FOR THE BENEFIT OF LOTS 50 AND 51. THE OWNERS OF LOTS 50 THROUGH 52 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOTS 50 THROUGH 52. 23. THE SANITARY SEWER EASEMENTS SHOWN HEREON ARE CONVEYED TO THE CITY OF RENTON UPON THE RECORDING OF THIS PLAT. 2+. MAINTENANCE RESPONSIBILITY: ALL OWNERS OF LOTS CREATED BY OR BENEFITING FROM THIS CITY ACTION ABUTTING OR INCLUDING A NA llVE GROWTH PROTECTION EASEMENT [TRACT]. MAINTENANCE INCLUDES ENSURING THAT NO ALTERATIONS OCCUR WITHIN THE TRACT AND THAT ALL VEGETATION REMAINS UNDISTURBED UNLESS THE EXPRESS WRITTEN AUTHORIZA llON OF THE CITY HAS BEEN RECEIVED. ·k·,TRIAD ••.. ASSOC. IATES ~ .. '12112 115th Ave. NE FOUND 3" BRASS SURFACE MONUMENT W/CTR PUNCH (10/27/00) FOUND 3 1/2" BRASS DISC SURFACE MON W/PUNCH MARK (10/27/00) CITY OF RENTON MON NO. 1851 -0-ORIGINAL BENCHMARK ELEY. = 398. 549 N 507779.4432 E 1665846.7853 y E POR NE 1/4 , SEC 15, TWP 23 N, AGE 5 E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SE 128TH STREET N88'21'1J"W 2642.56' 2647.0' (PLAT OF BLACK LOAM) VOL/PG FOUND KING CO. 3" BRASS SURFACE MONUMENT W/PUNCH MARK CITY OF RENTON MON NO. 1852 (10/27/00) ------, r\~ --=-=--=-=--=-=-=-==--"':'-l --i =-==--=-=--==-=---=-=-=---l -Y=--=-=-==-~-=--=-"':'--=-=-l-r =-=-==-=-==--=--=---=-=-'51 \ '4 ~ f~i;~.i99tt,~ , \ , I , , I , I ,\ 18 , , 17 , I I I , I \ I I I , , 2 , , , , \ , , I I I , I , \ I I ---\----_ I I I I , , I : \ -i r-----l i-------~ ~-------~ I \ I , I , , , I \ 'j 9 I I I 20 I I , I ' , I \~ I , ' I I I \~. , , : ! (",\'S , , 4 , L ~~ I , '\ RP> 3 I I I , ---~ c:)~. I '\ - --I -, ------p-O'-~ I -_ _ I I I \~, , I 1\"-l~ I ,\0'\ --, I - - ----J I \~, I \-,OP-\'~ '\?J ?G, I I I I I , f'-\ t;,..(,,\( "-l0\-" ~ I I , I I , 22 \ "'OY , , , , ' , \' , 21 , ,6 5' , \, , , , ' , , ,------\-JIL__ JII ' , , , \ :: -----, I-·------_~I~ _____ ---~ , \ I I I , I I .~ J I 'I 23 \ I , ;:>/1 : I , , : I d ~ .' \ I I I N 507704. 1 562~"-j' I I 7 , I 8 I :i' ~ ~ I L \ I E 1642768'fJfZ 2 N D S T R E E T " I : : I : I I 3 ~ ~-' _-=-----=------J --=-(§.1L~2NDJ2TI-JtL----------J I L I ~ ~ ~~Ir------------l ----------J ru W ~ ~ ----I ,-----------=-------=~ ~ w C/) g ~: : ' I I I w i i -----------l. ~ 9= w z ~ I, ' 26 : ~PARCEL A I I z~ PARCEL B , I I ' I ;; ~ ~ W I I W ']0 , , 9 I ~ ~ :t: , ' ::> 25 , ::> , , 'N I- ,L--_____ J ffi --1 I ~ I I I ~ , ~-----,-«----___ I L I N 506105.6468 ...._ _ _ _ , E 1666509.4506 , 0 , I , ----I I 27 ~ C , :t: , , , PARCEL () I , ::> , -, , ~~~·C.1 {~ .. c~~~:~6~Gl ,I~, 00 2 8 I ~ 'J 1 I, " ] 2 , w , O.1'W OF CALCULATED ?:t: I " , ~ ~-------I III ---~---_IIL~ --___ ._:'L_ ___ : > , ,w.I ~-_ , , __ « I en -, WW , , ' :t: , wW PARCELC ,::>C/) , I-: 30 I I ::> C/) I ffi wi' , ~ I ffi~ 29 , > ~ 14 I I ' 13 , ,-I I , >« « , I I L I « 10:t: , I -------.J C IJ:I-I " FND. 1/2" REBAR/CAP , «~---FN~. 1/2" ~R/CAP ,-~:: ------J L ----___ J LS. #11691. UP 0.3'. I -~ 1691 UP 0 l' a:: "... I , , , 0.3'1'1 x 0.2'S OF PROP. COR. ::>"... LS. #1 . . . 1-/ / , I O.35'W OF PROP. COR. W I I FOUND 3"X3" CONCRETE MONUMENT IN CASE W/l/4" BRASS ROD DOWN 0.7' BELOW RIM (3 22 04) 0 w (3/22/04) __ , ..., , , 31 ,Oz PARCEL D , FND. PUNCH IN 1-12" , I I , I , :t:_ 32 IRON PIPE w/ CAP IN 'j 5 'I 1 Co I I ' CASE. DOWN 1.0'. , N8T49'03"W 5.33' OF , I L CALCULATED INTERSECTION. , , I (12/27/00) 15 .~ . '~1" .-=--. --=-.-:'= -- - -J L (3/22/04) , i ._ . ---.. --=-~-. ~-. ~-.. -=-~ L ____________ ~~' l'J·.1 to· • ..r . BASIS OF BEARING NAD 83/91 CITY OF RENTON MONUMENTS C.O.R.#1851 (BASE POINT) AND C.O.R.#1852. HOLDING A BEARING OF S88'22'22"E FROM C.O.R.#1851 TO C.O,R.#1852. 26~~~~~9~~~~ OF B~~;2~?AM) SE 2ND STREET -, -" --. -'15 . 1:ST QUARTER (SE 136TH ST) CORNER NOT FOUND ·L···············~·············:····················· .·1·R!AD .••...•. A SS~CI AT E$ . iJIiIIIfA . PER CEDARGROYE PARK DIY. 1 Y72 P50 ., ) I. '"\. .~ G (L "-.. --.J o > .Z ~2 .. 0 W Z -LC)I WOO w~~ :Z~ C')Z C\J::::> 0..0 u~g Lri~ ..-~ o .. W Z (J)~ "Z """W -:;:::'0: WLL 20 a:~ &:0 w en w ~I <0 n ::::> w Z 'f.-.I w ~ > eX) S « :E <{ -:;:) o o :t: o z I. , " 30' 30' o LO <ci N LO ./' ./' /' TRACT G /' /' 34,168 sq.ft. / / /~~0<V/ . 00/ /' ®-l f TRACT E 3,006 sq.ft. 95,00' /",-:8-' . ~~/ /. N89'41'13"W 99.72' ./ ;: .; / ' / :q.: 50 7,954 sq. ft. I I-g I~ / ~ (J) N 10.00' ~l. / ~I <0 4 I- Z w :;: w (f) « w >-I-::; F' ::J I- Z W :;: W (fl « w z « n: o :;: n: ~ (f) I- Z W :;: W (fl « w w Z ::; 0:: ~ ~ W W o I-I- ::; :; :; m _ _ ::J n: Cl:: 0... a.. a.. @@)@ N89'41'13"W 136.00' 51 8,568 sq. ft. N89'41 '13"W 136.00' 52 8,568 sq.ft. N89'41'13"W 136.00' I- Z W :;: W (f) « w w CL I- Z W :;: W (f) « w (fl (f) w o o « « w o I- (f) « o > Z -« n: -.l CL @8 TRACT H 10.00' I I 10 o I~ I I -o ~~ I 5.17' \ 1'£= 50'25'12\ R=76.00 L=66.88 \ 21' N30'02'37"E \. 23.34' n N to LO ,., w (f) W o « !-'-l...J ~a.. IS:: , I-® I I 25 19 ~ 7,200 sq. ft. 7,389 sq. ft. 0« z_ I N89'41 '13"W 201.55' w 'f.-. v Co SI o Z I, :=I o o J: 21' o o N f'.. L10 .00' I I~ g /--® ~ I-@ 100.00' 24 7,200 sq.ft, NS9'41 '13"W 100.00' 23 7.200 sq.ft. N89'41'13"W 100.00' 22 7,452 sq.ft. 66.00' 7J~~ 1?'''\''''o, °o·~o, " (\9~ C'i 'S9'~ C'i ~~,L ! l.\= 39'34' 48-"--'R~76.00 10.00' 65.00' L=52.50 'in 13 r:::. 9.601 sq. ft. 26.00' -<tl (::, o I") 1_ m 0 N q N 1'- '0 o WIN 'f.-.1'-v Co ~ o o Z o o r...: f'.. N89'41 '13"W 101.55' 18 l.\=111'46" I R=2520.00 L=52.61 7,282 sq. ft. 10.00' 201.00' 101.00' ®-- 17 7,272 sq.ft. 201.00' 101.00' en ®-I 0 o 16 I~ 7,643 sq. ft. I 76.00' l.\=90'OO'OO" R=25.001 _ L=39.27 188.00' ------- SE 2ND STREET (::, o ,f 1'- 77.00' ----...... 15 L=39.27' ) R=25.00' l.\= 90'00' 00" 7,414 sq.ft. 10 o 10.00' I~ 53,861 sq. ft. ~I 125.00' 102.00' ~ N89'41'13"W 227.00' w o ~ II = ~ ill o co ....J « 0 o N (j) o z ~ «, w m 0;0 O~~ (flZO::*, 1-«« . Z wO:; W".....roO :;:!z«O ::J- Z 0 0:;: o o...z 0 :;:WOO:: (f)-'u. 6«OWN I-e I 'N LO Z . NCO LL T""'"W..-N_ ~ o mo::LOlON~ '-. eX)CONo:: (/) ~~ ~~~c! (/) 0 >-0:; 0:; (f) U « «t;qqu.O m ZOOOOI- N !-'-l r-. .q- Co ~ o o 2 '0 o to -q- NOO'18' 47"E 30.00' 12 8,595 sq.ft. _1 99.00' N89'41 '13"W Ol q C'i N 10.00' 10.00' 179.00' 14 7,268 sq. ft. 80.00' . n ci v N50'18'58"W 20.00' 21' 1 21' 21' g;/ i '" I') en eX) ~I -v N W N 'f.-.I~ :r eX) o o Z i 21' w C/) W () <{ ...J 0.. o o w<C I~ 3: 'co ...J ,- . 1 0 LOO 002 N '<I' w = 1'- '<I' 21' ~ 21' o o z I I I I '.~ l.I=1'27'25" / R=2478.00 L=63.01 1 7,370 sq.ft N89'41'13"W 114.60' 2 7,255 sq.ft. N89'41 '13"W 115.46' l.\= 0'03' 1 0" R=2478.00 L=2.28 N r-.. ci CD o!-® ~I o o I") CD '0 o n <0 ~10.00' g~ ~I 3 7,274 sq.ft. N89'41 '13"W 115.46' 4 7,274 sq.ft. N89'41'13"W 115.46' 5 7,274 sq. ft. N89'41'13"W 115.46' 6 ,7,274 sq.ft. N89'41'13"W 115.46' 7 7,274 sq,ft. N89'41'13"W 45.46' w = 9 70.00' . 20.00' ~-i 20.00' 8 o f'.. v en en !-'-l r-. -q- Co wi • I f'.. , ' '<I'IJ') 8,454 sq. ft. r-..' -q-N • I"-co . ,N oN o~ 8,642 sq. ft. .-41.60' w .v l _ va oq ~lO ~I") o ~2 N88'29'16"W 50.00' TRACT I 1,750 sq. ft. 50.00' w , _I v o~ 00 <tir> I")~ o 2 11 9,627 sq.ft. L_ 100.45' ~" "'IS o 0 N Z f'.. --._- 10 9,432 sq. ft. Co~ ,CD 00l o ' Z I f--5.00' 10.0~ L _ _ _ !--© I Z '-125.03' 117.49' ! 72.02' 70.02' o I") N88·29'16"W 600,59' SE 2ND PLACE '0 I") o o I") CD '0 o I") CD -' 30' • J ~. . ~ C) 0.- ~ .-J o > ~ :J: en .2 ~O ~t; -z W-It)I CJ) w~ O~ a:: _ :Z~ C")Z (\I=> 0..8 ~o -z LO-or-~ o - W Z CJ)~ .. z "","w -;:::.a: WlL 20 a:~ 0_ D...O w z w :> z w > <. ~ « :> o o J: w CJ) w :::> z w > « ~ « :::> o o J: :.r l m cO ;;:; w 7-- "i' 30' o a <'i " ~I " o ~I o a ~ NB9'41'13"W 100.00' 59 7,200 sq.ft. NB9'41 '13"W 100.00' 58 7,200 sq. ft. N89'41'13"W 100.00' 57 7,200 sq. ft. N89'41'13"W 100.00' 56 Co I c-J CO" 7,200 sq.ft. cO lO N '0 a <'i " NB9'4,"3"W 100.00' 55 7,200 sq. ft. N89'41'13"W 100.00' o~ ~I 54 7,566 sq.ft. IlI=90'OO'00" L \ R=25.00 /~39.27_ _ 75.00' o a "Lnl<'i t') " cO ro L() g <'i " r10.00' 200.00' 100.00' 44 7,200 sq. ft. 200.00' 100.00' 45 7,200 sq. ft. 200.00' 100.00' I g~ ~I 46 7,200 sq. ft. w 7-- "i' ro ;;/0 00 Z c-J " o a N " o o r' I' I 200.00' 100.00' 47 7,200 sq. ft. 200.00' 100.00' 48 7,200 sq. ft. 10.00' 200.00' 1 00.00' 49 7,566 sq.ft. ~ 75.00' 10.00' I J I~ " I I I I " a I~ I ~'O 10.00' a I~ I a a c-J " "0 a c-J " o a ®--l~ 21' :.r l L() <ri I") to l-LI 'f-.. .q- w 'f-.. I~ (:, o Z 1 \ 21' ro W ;;1 z o Z i--- t() lI'i ;0 w () <1: ...J Il. ::: « -::> o o :t: _1 N89'41'13"W b -.:::t II = ~ ~ 0 -q- W -.J 5 ~ en o £0.00' 192.00' ------ NE 1ST COURT L=39.27' R=25.00' 1.6.=90'00'00" 45.00' 1: 0, 28 ~ I '. 7.636 sq. ft. 28 -'@ ~1~;00' 70.00' }LI "I' "i'O • 0 co . b~ o~ z I ! N89'41'13"W I ~I 27 7,214 sq.ft. 102.00' N89'59' 40"W 98.19' 26 65.00' -1 29 7,215 sq.ft. 65.00' ~I' "i'L() • "i' co. ,0 or--. o z w , ,:<1"00 oo~ . C) z ~I wi c.?U'i o~~ (f) Z et: *' 1-«< ' z wO:; W _____ ill 0 =<~<cj ::>-z°c.?:::;: o o.z 0 :::;:wCSC:: (f)..J lL. is «0 WN 1-~::r::NL() Z . Nro LL ....... w,.-C'\I_ ~ o mc::l()l()N~ ......... roOONa:: (f) ~ 15 ~~ [g ~ (f) 0 >--0:; 0:; (f) U « «1::~~lL.0 ro ZUUUOI- I- Z I-W Z =< W t;j:::;: l- I-< W Z Z W (f) W W < =< :::;: z W I-W ~ <i: w 15 ~ < et: ~ :::;: w w 0 ..J W (f) (f) >--:::;: et: « (f) I-et: W w w -0 I-U =' I-~ W U I-(f) :> 0. < ::> W W < W U I-I-~ I- :::i ~ ~ 0 ~ co _ z- ::> et: et: < et: 0. 0. 0. ..J 0. @@>@@@> LINE TABLE LINE LENGTH BEARING L1 3.37' N89'41'13"W L2 3.37' N89'41'13"W L3 16.32' NOO'lB'47"E L4 31.12' N58'SO' 33"E L8 3.37' NB9'41',3"W L9 3.37' _JiB9'41'13"1/i CURVE TABLE CURVE LENGTH RADIUS DELTA Cl 27.97' 77.37' lI=20'42'3S" C2 27.97' 77.37' tF20'42'38" C3 19.29' 53.37' lI=20'42'38" C4 36.64' 101.37' tF20'42'38" C5 39.27' 25.00' tF90'OO'00" C7 6.81' 53.37' tFT18'39" CB 36.64' 101.37' .6.=20'42'38" C9 19.29' 53.37' ""=20'42'38" Cl0 39.27' 25.00' tF90'OO'00" Cll 12.48' 53.37' tFl3'23'59" N N89'41'13"W N33'41'33"E 137.69' 7.85' , ~ -~""S 0:0 <1", 0-"\90,~( 00 :0-~9'31'22" ~ oJ-ttY ------.. ---.. "" -"\to. \ R=76.00 L=65.69 ~I" "i'0 , 0 co . ,~ o~ o~ z 205.00' L=53.41' "" R=34.00' tF90'00';-j 30 7,522 sq. ft. 10.00' 70.00' 21 a a r' I"'- 7,228 sq.ft. I ®-I ~ I <0 21' i 21' w z w o « ...J \ iDl c.. N • • ·"<t o a <DI~ a ~ ~a/t')N " '" '" '"<t w • ~«~ 3: I ...J .6.=3'44'37" R=76.00 L=4.97 L9 33 7,712 sq. ft. N89'41'13"W 111.62' 32 7,201 sq.ft. N89'41'13"W 111.46' 31 7,233 sq. ft. o L{) c-J to '0 to .q: '" o t') 103.00' N89'59' 40"W 106.82' " "i' ro NS9' 41'13"W 20 ~ 49.37' '-N89'41'13"W-6-3-.5-1'-N-r 1ST STREET 2t C:) L1 '--C7 IL N N89'41'13"W ------~ ~~----251.00' ---------------- NE 1ST STREET N --* '0 o c-J m 7,357 sq.ft. "I' :-to 0'" o Z 16.38" 46.81' N8S'11 '13"W 63.19' 7,201 sq. ft. I~' I I~ I"'- ®--l N '0 lI'i ,to \~ Cl1 /Li.39.27' V ·\R=~?·OO' / . lI=;o90'OO'OO" N73'52'22"E /' s<V V V 30' ro to c-J r--. 75.00' ( :L:39'27' I - R=25.00' ® tF90'OO'00" 53 7,638 sq.ft. ~I' "i''' rol': ,I' aL() o Z / 75.00' - ---::-;-.... L=39.27 TRACT F R=25.00' 3,855 sq. ft. tF90'OO'OO" 7:: / Y . N90'OO'00"E / / 14.95' /" .... J ," TRACT G /'./ 34,168 sq.ft. /' .)'"" /.~«:-s~/ . 00/ /"'~~ . '~""/ / . / TRACT E 3,006 sq.ft. 95.00' N89'41'13"W 99.72' o "-: li) .--~. _ . ---..f::>. .--' ............. I 21' ;,..-_-..v-~;:;o< c~ ~ -. ~ .----..---. :::.;.--1'" _~. ~. TRACT D -----~bl'44'30" . t ~.;a---17,00B 'q.ft. . --.J3.~247B: .. OO. L=75.32 ~. n w en ~I w l() t') (,) w<C ,...J ~c.. '5~ I§E~ I~ ~ ~I Col r-.. N 89'41 '13"W 1 00.00' 203.86' 103.86' tFO'33'03..1 25 7,200 sq. ft. N89'41'13"W 100.00' o a c,j " 19 R=2478.00 L=23.82 ®--i 7,389 sq. ft. tFl'05' 46" I R=2520.00 L=48.21 I 201.55' 101.55' I. 20.34' . / rY<i:-. / W NOO'lS' 47"E j;£ C; / • (,) 9.84' 7'",S' . . g:1 -< ./ ~~ '. c.. -tF1'3}'4:: lf6 ACT A 0; . ...J_. ,,/ . . .Ji::'2520.00 ,06 sq.ft. ..J~ 0 0:-0 o Col.A . /I '"'4, ~ <J 3: <;fl ...J et: _ 21' 21' g:1 L=71.65 N89'41'13"W 26.28' tFO'39' 48" R=2520.00 N86'S9'36"E 86.35' ~=29.17 A 1 7,370 sq. ft. tFO'46'S9" I R=247B.OO L=33.86 N89'41'13"W 114.60' 2 "to m N m TANGENT 14.14' 14.14' VOL/PG '" Sl w '9 ~E z.... J: .;8 <Xl ~'6 ~ ~~ ~'--g -..' --(.0 VI :5 <1;. <X) to. '" to ~ ~ ~~. ~ ~ i ~~ g ~ ~ '" u'}.cq "": ~. ,... 32, N to 0 ~ 2 v ~ ~ w I, .. ::> ~ Z ... 1 ~w ~> « o ::r::: o a:: w "":) 7~ lo '¢ o '¢ o w 7--.• "i' Co 8w zen ,-;1 ~.;.I' ~ jl .•.. " '" , • " " ,,' w z w ;:) ~ z ~I ~ ., <C ~ <C 5 o 1"1 o ~ ::t: b w z w ;:) z ~ <C ~ <C 5 o o ::t: o z I 30' I 188"2113 W 100.03' 75.60' L=38.69·. ':\ R=25.00 I 6=88'40'00" I I "01 ~I I 1 I ~, ~I I I I 1 I ~I ~ I 1 61 8,051 sq.ft. N89'41'1J"W 100.00' 60 7,200 sq.ft. N89'41'13'W 100.00' 59 7,200 sq. ft. N89'41'13"W 100.00' 58 7,ZOO sq. ft. N89'41'13'W 100,00' 57 7,200 sq. It. N89'4I'13"W 100.00' 56 7,200 sq. ft. N89'4t'IYW 100.00' 55 7,200 sq. ft. ... 42 7,591 sq. ft. 200.00' I ~ ~I ~ Ml0.00' 100.00' 43 7,200 sq.!\. I 200.00' ~I ~I I I I 100.00' 44 7.200 sq.ft, 200.00' 100.00' 45 7.200 sq.ft. 200.00' 100.00' I-\!l) 81 46 ~I 7,ZOO sq.ft. 1 200.00' 1 100.00' 4 I ~g I z" " ~I 47 7.200 sq.ft. ZOO.OO' 100.00' 48 7,200 sq.f!. I "01 ~I I r--tl0.00· , N89'41'13"W I 200.00' 1 100.00' 1 100,00' "0 t-® 1 49 I ~~ "' I I I I~ COl I" I I I I ®-I"o I~ I I 1 I 18 I~ I 1 10.00' +- r~ I~ I w zl w () ZI,:3 "- :=ill <c -2 :5 ~ 0" o :x: I w 21' \ 345.62' L=39.85· R=25.00' I il=91'20'00' 77.97' 4 8,26ttq.ft. ~I <0 '" I ~j~ ______ ~N~89~~~I~'1~3'2WL-______ ~W I 103.53' i 't;: -+ . iD 10.00' ... g I 40 N Z 7,353 sq.!t. ~ ;::; I NAA"?"U.W I N89'4,'13'W \ ~ 48.00 ~~~~~----~1~0~3.~5~3'2L------~~ 39 10,363 sq.ft 1--1-10.00' .~ , 1--I~ b N89'41'13'W 151.52' N88"21'13"W 207,00' 21' a z 73.00' ';2 a3 I 38 ~617 sq.!t, 58.00' 37 7,220 sq.ft. 21' I '<.Y \2R:'O~~~;~O' L=39.27 f N89'41 '13"W f co•OO' <l\ I-----' 68.00' 192.00' LI ., ~I-~OO-, ------ I \ NE 1ST COURT w () <c ..J a. I~ c( ~i'-;{ r J~=25'oo. /1>=90'00'00' "0 I 28 ~ ~.636 ,q.ft. f--t.l0.00' 70.00' i" .... .,.0 • 0 <Xl. ,...-0;: o z 65.00' 65.00' 36 7.302 sq.!\. N33'41'33"E 20.10' il=21'34'14" R=76.00 _ L=28~ 30.00' _ \ 70.00' 5 o o ::t: I I ~I I NS9'41'13"W 205.00' 27 7,214 sq.ft. 21 7,228 sq.ft 102.00' 103.00' 78.4a· 35 8,985 sq.t!. ACCESS AND UTiUTY EA1SEMENT 6=15'O9'47'"~ R-76.00 I "" L=ZO.,1 I \.Ii-' N89'41'13'W 7.85' ~9'31'22" \ R=75.00 L=55.69 \ 34 7,750 .q.ft. 70.00' 137.69' 33 7.712 sq. ft. NS9'41'13"W ft.~ Jli=Y44'37" 111.6Z· I R=76.00 L=4.97 ",I ~"'. m 10.00' w ~ f / 32 7,201 sq.ft . N89'41'13"W 111.46' ;,,1 it I \ 1$ :6 ;:;0' <> ~ 31 <> ~ d () g ~ 7,233 sq.ft. ~ f.D • ~ -v -~ ~ I ~90'O0'00" TRACT C ~~~ ..J . R=ZS.OO ! ""90'00'00" _ I L=39.27 R=25.00 / I N L;39.2V/ -61.46' --~ N89'41'13'W -.,L. ~ I 54 ~ 1 7.565 sq. It. :: I" 16=90'00'00' L L&\ " ~ ~f=25.00 I '<> iLl 1 v, ~.~y-75.0-;;:--+-I ~.O-;;:- il=90'OO'CO") R=25.00 L=39.27 ----- I~ I~ -~> N89'59'40"W - 98.19' N89'59'40"W '06.82' w (/) w ;:) z ~ <C ~ <C 5 o o ::t: w CI) 30' " ' 30' 20 ,7.2QLsQ.It. 26 7.357 sQ,ft. N N89·41'1.3"W 251.00' ----:.::-----~I 16.3S' NE 1ST STREET ~ ~ N8811'13'W 63.19' ,,~ 41:" K 75.00' 75.00' 1"1°1)1.101 '" . -,-k.. ( ~ 1--~~TRACT F ~:~~:~~x .----IJ~;;:':--· ~ '-.. :'~~~~OO" ~ I:; 3,855 sq.!\. ~90'O0'00" , ~? c~. ~ACT D ----r" "E. ~ '!I~ ____ . 53 g'" \\14"5"'9 21' I 21' ;...--' .....--' 17.008 sq.ft. I z.. 60. ~ ;:.;-'" .--r ~1g I 7,638.q.ft. , "".9 U .--t:::~::::::" --t·· --~' " ,:>').:6' J>----.-r '" " \ /' .-/ N89'41'13"W 2103.06' t-® \01 .61' ./' .. Y 'N90'00'0!>'E ~"'-----10-0-.00~· ~..!.::!....!!..--'----='::::~1::;0::;3.-;;86:;:;·"----1r-I / . ./' 14.95 ;,,1 W ~ TRACT G /:/ . ./'. -I ~ ~ I 25 19 ~ / ®-i <c 7.200 sq.!t. '/,389 sq.!t. 34.168 sq.t\. // -Qi'l<~~ TRACT E I tit 1 I / ~-:;~v ~,>"'j 93~: sq.!t. I I §z ~ I I / ~y . . N89'41'13"W 99.72' I g 1-...-1----IO.,..0,....00!!N8~, 9~·4~1..!.·1=-3".!W'-_+-__ ...;2:;0~1·::::~~~·1:;;0:-1.;:;55;;· ____ -t-1-1 1:, / ~",., 0 6=1'1'40" I ' ~ . 50 I '8 :t: I g M520.00 ' I ..; I :;i . 18 L=52.61 I ' ~ 7,954 sq.tt. J (,0 § I 24 N g wi' ~ U~ ~~ ~ ~~ t 1:::: I .1 ~ I 10.00' , 'I NB9'41'13'W w 10.00' Wl ~ ~ / ~ 136.00 / Et I g I '" I'---W ..,.-~I ~.!".. ______ ";N~8~9:,,::·4:!.1'';;13::..'.!!W-_+-__ ...:2~0.!.;1.::::00:.;,~=---,,*~ai Z '-: 10.00' 1"0 ~ "'-100.00' 101.00' J ~ g / 51 0 \ (!j) \W ~ 8,568 sq, ft. / :2 qj)- -+10.00' I ~ /-@ 23 OJ ~ 17 ~ .~ 1 " 7,200 sq. ft. • " '/,272 sq.ft, ,_ w N89'41'13"W I !:;; 4 1 136.00' 1 LA> ~ ~ I I ~I '" ~I I I N86'59'36"' 86.35' 1 7.370 .q. ft. N89'41'13"W 114.60' 6=1'27'25" IR=247B.OO 2 L=63.01 7,255 sq.ft. 10.00' N89'4I'13"W ~ 115.46' \ 1.0'03'10" R=2478.00 L=2.28 3 7.274 sq.tt. NS9'41'13'W 115.40' UJ 7-. ""gr I I 21' 21' r---'O' ~ N89'4I'I"-W z ~ I 52 1 ~ 100.00' Z01.oo' 101.00' I 4 7.Z74 sq.ft. . "" 8 'Co ..; ... <0 a , ! , "0 '" <0 '" '" \ '24.01' ....... I 8.568 sq. ft. @--l - '" ~ N89'41'I3'W I I :_l! ~"o ,~'" '''f + ~50'25'12"\ ~~ 22 7.452 sq.t!. ""90'00'00" 'R~34.00 L;"53.~ ___ _ 16 I ~ 7.643 sq.!t. l ""90'00'00 R=25.ool ___ L=39.27 I w I N89'41'13'W 115.46' I : ~ I 7,2745 sq.tt. 8 TRACT H 53.661 sq. ft. N88'29'16'W 50.00' I" o~ TRACT. I, ~?I 1,750 ,s~.ft.: I<) (5 50.00' " ':S ,.; '" 6 00 '0. o. R=7 . V.'fO. 66.00' 76.00' -1' ~ 1-~_+-II ___ ~N8""9CO'4"-"",13f-"W"-___ --I L=66.88 \ ('&~ \" . .J$~_ N89·41·13·W ___ _ 186.00' N30'02'3rE \" 115.46' i 8 I SE 2ND STREET 23.'>4' , I -J65.00· _~,---n '---fo.-""39'34'40" 10 00' JI R=76.00 . @ L=52.50 13 9,601 sq. ft. 77.00' -~ L=39.27'. l' R=25.00 Jli=90'OO'00" 15 w<c I~ ~ ~ j-® ,...-'" ~~ :~ 7,414 sq.ft. 1"0 1 :; I l--~10.00· 10.00' -'-I ... t 8 r® "' '2~.OO' 102.00' I ~1----!----':~N8~9::"·4-''''''''''Y:-W'-----+-r-12:-2C:7~.00~' -..:.:=::......----1-""1 21' § 21' ::i I '§ I 1·-z N89"41'13'W 115.46' 7 7,274 sQ.tt '0 o ..; "' 8 ... .; 12 ~ 1 I ~ I 1 N89'41'13"W 115.46' N89'4,'13"W 8,595 sq.ft. 14 I ~ I 1 /~' ~ -® 7,268 sq.fl ~ 7 56' ~'" 45,46' 70.00' ~I NOO;b~~rE (J3) -JIO.OO' ~~~ . \,;~f ,-~--i~r t: I L~ ___ , I 10.00'_ 1 l~?' ! "I l/-®@20.00,J@ .::; L r ,.' 99,oo':~ , , " 1 80.00' I V] . b Z I N89'41'13"W ".179.W l I ~ o ..... N5018'58"W J 1 ~ ~ 't» f-.. 1. 20.00' :}U f 9 ~ c-J 8 :;: ci I ~ 1 :t ~'. 8,454 sq.fl 8 ~ 8.642 sq.ft. ~ 01 -@ a, b 10 : ~ g Z '---l-iI20.00' 11 ~ ~ 9,432 sq.tt. l ~',l, r 9,527 'q.!t " ,... 10.oo'~ '!-5.00' I o Z w :z w ;:) z ~ <c o :::t: () ii: w .., 3D' 30' 30' 1 I" I!:;; Co ,... g Z w z w I", ;:) ~z §~ <c o ::t: () ii: w .., !.I.I ::l :z W > <c o ::t: () ii: W .., w (/) W ;:) Z W > <c o ::t: (.) ii: II::: W .,. .., 10 r g Z , I SCALE: 111 = 60' o 30 60 120 .1 _j~t~_~1 BASIS OF BEARING NAD 83/91 CITY OF RENTON MONUMENTS C.O.R.#1851 (BASE POINT) AND C.O.R.#1852. HOLDING A BEARING OF S88'22'22"E FROM C.O.R.#1851 TO C.O.R.#1852. UNE TAB: 1='- UNE LENGTH BEARING L1 3.37' L3 16.32' L4 31.12' La 3.37' L9 3,37' CURVE TABLE CURVE LENGTH RADIUS Cl 27.97' 77.37' C2 27.97' 77.371 C3 19.Z9· 53.37' C4 36.64' 101.37' C5 39.27' 25.00' C7 6.81' 53. '7' C8 36.64' 101.37' C9 19.29' 53.37' Cl0 39.27' 25.00' N89'4' '13"'11 N89'41'13"W N0018'47"E N58'50'33"E N89'41'1J"W N89'41 'lJ"W DELTA TANGENT lP20'4Z'38' 14.14' lPZO'42'38' 14.14' ~20'42'38' lP20'42'3S' ""90'00'00' ""7~8'39" .... 20·4Z·38· '=20'4Z'38' Cll 12.48' 53.37' -';;;-90'00'00" 1F13'23'59" ® PUBLIC UTILITY EASEMENT @PRIVATE STORM DRAIN EASEMENT ©PRIVATE WATER LINE EASEMENT @ LANDSCAPE EASEMENT ®PRIVATE ACCESS EASEMENT -""" ,~~. N .. ""';. L --1-25.0-3'---- --F,o~~<b, --©-+t-1 ~ 72.02' '70.02'. IJ ,,' , [ ______ ~--__.----.-' il ____ ~--__ ~g~~--.l~ __ ~----f_--~~--~~~~~------------------~--__ --__ ----~6tOO~.;59;.~--~~7t~;==="==:,:~=+;==;=':;:"::.'.:~~:-.----~II~~.:~::;;.~';;~:::;::~:.g~FFt·":.:::~::~~'~;:r:::J . , ...... w Z w ::> ';J; iii ~I > ~ <t ::i <t 5 o 1"1 o r;: ::r: '" b w z w ::> z w > <t ::i <t :5 o o ::r: o z I 30' I I ::1 '" "'I r' f I I ~I 10, ~ I I 1 '01 ~I I , I I ~I ~I a I I I I 1 ~l ~ I I J ~ ~ I ~ I ~ I I I '01 ~I I I ef0 ~f 100.03' 61 8,051 "'l,ft, NSS'41'I3'W 100.00' 60 7,200 "'l.ft. 100,00' 59 7,200 sq.fl N89'41'13"W 100.00' 58 7,200 "'l.ft. N89'41'13'W 100.00' 57 7,200 .q. It. N89'4I'13"W 100.00' 56 7,200 .q.ft. N89'41'13'W 100.00' 55 7,200 sq.!!. N89'41'13'W 100.00' 54 7,566 sq. ft_ 11>=90'00'00' \ R=25.00 ® N8B'21'l3"W l" .., '" 75.60' ~ l=38.69' : \ R"25.oo' I <'.=88"40'00' I 42 ®-r~. 7,691 "l.ft. I :: '" I 200.00' I ~ ~I MIO.OO' 100,00' 43 7,200 sq.ft. I =.00' 1 '01 ~I 1 I I 100.00' 44 7,200 .,.ft. 200.00' 100.00' 45 7,200 .q.ft. 200.00' 100.00' 1 gl-® 46 ~I I I I 7,200 sq.ft. 200_00' 100.00' I 1 I~ I~ I 1 10,00', 1 I I I I bbl 00 z'" 47 7,200 .q.fl 1 18 I~ .... I I ~I 200.00' 100.00' 48 7,200 "'l.ft. I I 10.00' -l- ,+10.00' I I I ~I 200.00' 100.00' 1 1"0 49 ' :::/ 7,565 sq.!t. ®-! "', <'.=90'00'00") , w Zl w (.) 21'j 21' 21' c.. ~I :!~ ::>;e 0'" o :t: "' ~ w 1-. I~ I r o o Z I \ 10 w til Z o z w (.) <t ..J c.. l::i < 5 o o :t: . 3-4-5.62' ;--\ La 39.8S' / ( R~25.00' . I f>.91'20'oo· \ 77.97' 4 B,2st11t. ~I ~._,~I ______ ~N~B9~'~41~"7.3'~w~ ______ -iW I 103.53' i t;: I I a, 1'10,00' 8 I 40 '"Z 7,353 sq. ft. " ;::: I I .JIIRR"?1'n"W NB9'41'13'W \ ~ -48.(jO ~'1~~----~1~0~3.~5~3'~------~2 39 10,363 sq.ft. 1-\-10.00' o "., N89'41'13'W 151.52' N88'21'13"W 207.00' 73.00' 68.00' ~ ai I 38 ~517 sq.ft. 37 7,220 SG.ft , 0.11 r lO•OO "'\ ~1~--""'; 53.00' N89'41'l~ ___ _ 192.00' ~10,OO' I 70.00' 65.00' N89'41 '!3"W 27 '\ -58.50 N8\'41 '13'W 10,52' 36 7,302 "'l.ft. N33'41'33"E 20.10' 6=21'34'14' R;76.00 _~8~ 30.00' _ \ 70.00' 21 ®" , ~I 7,214 "1.fl. 1.22.3 sq.ft. 102.00' 103.00' ~189'5S'4!J'W IOB.82' I- I ! I 78.48 35 8,985 sq. ft. ACCESs AND UTiUTY EASEMENT 6=15'09'4//? I R=7S.00 "'" l-20.11 _'Y 20.!0' 2JoO' 167.69' -1 N89'41'13"W 7.85' 70.02 34 7,750 sq.ft 70.00' 137.69' ~49-:l1'22" 33 \~ 7,712 sq.ft. R=76.00 L=65.69 N89'41'13'W ~j6=Y44'37" 111,62' \ R=76,00 L-4.97 .... 1 '" ~10.00' 32 7,201 sq.ft. -",-,§! " ,,~,-~ 1\\11.':::::27 __ i ___ _ ""---.. 75,00' --f--rl--R=25.00~ L=39.27 --~ 75.00' ___ --'-'-1'89.41'1.--'3_.'_'·_'__ 251~O' -.C·_. -1.1 --"-, ! ~I ! f:!1 Jr---.------=--------~ NE 1ST STREET Nil I 16.33'1 ®--JI W ~lJ w ::> z w > <t :; <t :5 o o ::r: !.U (J) w ~I <0 5 ::> w ~ ~I < g ::E <t 5 o o ::r: z 30' 30' .'-y";".,;:.-: ,." '. ':." '.' I / .,--..... 75 DO' _ -~l-_ 75.0~' _ ~ A V;';l=39 27' I \oj L=39.27' ><. \ I I R=25.00· @ (;:~" TRACT F R<5.~C'. 6=90-00'00' ;"I~ 3,855 sq. ft. 6=90'00 00 S~ ,~~ I 53 0 1174~',.s 21' 1 7,638 .q.ft. Z "",,'Ii 60 ~~I ~? .• ;;; ~ .... l' \ N9D'OO'OO'£ t-® \01 .0 14.95' I #" ®-l TRACT G 34,168 "'l.ft. ''l-'' TRACT E I ~..,,,,,'l-3.006 sq.l'" " 95.00' J NB9'41'13'W 99.72' 50 7,954 .q.ft. NB9'41'13'W 136.00' 51 8,568 sq.ft. I /2 1:3 / 10.00' -r: I~ -+10.00' I ~~+-' ________ ~N8~9~'4~!~'13~'~W __________ ~~ l:;: I 136.00' I ~ I I 21' ~ ~ I 52 I ~ _ 8,568 sq. ft. ®---' _ ~ N89'41'13'W 1 136.00' 5.17'Y \ 1F50'2S'12"\ R~76.00 La6S.56 \ N30UZ'3/E" 23.34' I 21' , IW tl U) .; '" ., l" ;;: ;" til ~I I I 21' TRACT H -25.00' ! ~ 1 I I I 1 ~1 .... r110.00' I I~ NB9'41'I3"W 100.00' 25 7,200 sq. ft. N89'41'1~'W 100.00' 24 7,200 sq.ft. N89'41'IJ"W 100.00' 23 7,200 sq.ft. N89'4l'1J"W 100.00' N8811'iYW 63.19' TRACT 0 17,008 sQ.II. 1>-1'4-4'30' Rn 2478,00 L=7S.32 20.).06' 103.85' I 19 ~ 7,369 sq.ft. I I 201.55' 101.55' I 1 1>=1'1'46' I R-2520.00 Ln 52.61 I 18 7,2B2 sq. ft. TI 10.00' a, .., 201.00' 101.00' 17 7,272 ,q.ft. 201.00' 101.00' 16 7,643 sq. ft. 76.00' oi N89'41'1 LW ___ _ 188.00' SE 2ND STREET I -165.00' <'.=39~48-· -'::-Jl---1-- R=7S.00 10.00 ® l=5Z.50 77.00' 15 ---...., L=39.27' \ R=25,OO' 6=90-00'00" g:1 ~1'" ..J'" , ,... 0-0" g~ ... 'ill '" 21' .f.21' I \ .... 0' w N }..!~ .. 'OJ r o o z I I I 6:1'37'45' R=2520,00 L;71.65 N89'4t'13'W /6.28' TRACT A 11,606 .q.ft. 1-186'59'36'£ 86.35' 1 7,370 sq. ft. NB9'41'13"W 114,60' <'.=1"27'25' IRaZ478.00 2 L-63.01 7,255 sq.ft. !--LIO.CO' I NB9'41'13"W I I 3 7,274 .q.ft. NB9'41'13'W 115.46' 4 7,274 sq~ft. N89'41'13"W 115.46' 5 7,274 sq.ft. NB9'41'I3'W 115.46' 6 7,274 sq.ft. N89'41'13'W 13 9,601 sq.ft. 7,414 sq.!!. Ie I ~ 1-+10,00' 115.46' 53,861 sq. ft. 7 7,274 ,q.ft. 10.00' --'--I 't ~ 8 r-@ ~"'.I-----~--____ ~1~25~.0~O~'~ ·~~ ____ --+-_r~~~~l~02.~O~O~'-------+~. . I " I 21 ' '" 21' ::l I '" NS9'41'13 W 227.00' r_ b o "j ~ I r·~ ~ 12 '" I ~ I. I NB9'41'13"W 115.46' N89'41' 13'W 8,595 eq,ft. " I 14- o o ..-; '" / 26.00' § ~. t8> 7,268 sq.tt. ~ 756' rI>';" 45,46' 70.00' _I, ./ __ ~ "I I~ l '\? ~'" 20.00' r~i 'Irl N0015'47"E ® "1-+10.00' ~,t·, "01'9 -,-t---t.-rr w 'A'1@tI------"30'00'11000' I o.~,j' :"!H @ 20~' !;: ----, -f-·.I-.;.>'" l I'~ . ~ . L . 99.00 I I 50.00' I . Vi o~ I N89·41'13·W 179.00' : I ~ N501S'58·W f t ~ ~ 'tb ~ I 4 2.0.00' : h :: 9, ~ N 8 :;: ..:. I v it, 8.454 sq.ft. 0 "" 8,642 sq.ft: '" N8S'2S'16"W 0; 1---"'" 11 "0-:'8'" : "'"l gl~ - I ~ .. " 10 : 8~ ~ 50.00" I~ I---,t-,20,00' 9,627 sq.ft. ~ z 9.432 sq.ft. I Z : ~i~ /,~~~ft~ ~i~ L ._ _'_ pO.OO' c;.~. 109±-~5.00' \'S~~4~.0~1-'~.-~~41~.6~0~'--~~~,1----~50~.~00~'--.J·~~~~'-------Ul00~.4~5'~~~9'1~~ ·~--.. __ --__ --~~5~-~·~------~_---:-·--L.--~~::~L-~~;.~:.::~J~,::LlII-~--C_·-Z~~~ __ .J ______ ~~ ____ ~l '---12 .OJ li1.49' . i, I 7' 2.02' II N88'29'1S"W 70.0z: . g .' 600,59' .... .-:-' '. . ." .,' . ":. ..', ", .. :."" ". " . w z w ::> z g; <t o :t: () c: ~ 3D' 30' 30' , I w I~ '" r 8 :z W Z w I", ::> "?z :2w :::> <t o :t: ~ a: w ..., W CI) w ::> z g; < o :t: () c: II'-' W !;: ..., ;" r o o Z I u':V'c', -... , -= {;i rf,\}-.:]. l~~:.' I I I 'J \N " o (§) ()LJ{f.J/ ~l ~f btL SCALE: 1" = 60' 30 60 120 t;~;;;;,1W···;; .;J BASIS OF BEARING NAD 83/91 CITY OF RENTON MONUMENTS C.O.R.#1851 (BASE POINT) AND C.O.R. #1852. HOLDING A BEARING OF S88"22'22"E FROM C.O.R.#1851 TO C.O.R.#1852. r------ui:ETAii-l1-------·--,· UN;;: LENGTH BEARING CURVE CI C2 c.3 C4 C5 C7 C8 C9 ClO en l2 3.37' Na9'4I'13'W L3 16.32' N001S'47'E , • 31.12' N511'SO'33'E L8 3.37' N89'41'13"W 19 3.37' N89'41'13'W CURVE TABLE LENGTH RADIUS 19.29' 53.37' ~64' lQJ.37' 39.27' 25.00' 6.81' 53.37' 36.64' 101.37' 19.29' 53.37' 39,27' 25,00' 12.48' 53.37' DELTA TANGl'NT <'.=20'42'38' 14.14' ""20'42'38" 14.14' bc20'42'38" "='0'4 ",." 6:90'00'00' ""nB'39" ""'or '4?'~8' ""20'42'38" ""90'00'00' 1='3""'~9" @ PUBLIC UTILITY EASEMENT @PRIVATE STORM DRAIN EASEMENT © PRIVATE WATER LINE EASEMENT ~LANDSCAPE EASEMENT ® PRIVATE ACCESS EASEMENT '. ..:..:..'-~. . '.' .' , ; .. . .' i·. PORTIONS OF NE 1/4 , SE 1/4 AND SE 1/4, Sf! 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. " "." i . I-T I I " , , , ~----~-----'--'-, , . I SCALE: 1" = 200' o 100 200 400 I I 'I J .' Q.. ~ :::.:! ;:: ~ Cl 0 0 ~ ~ (!I ~ <: ,: ", i -. " . - I ·iRIAIP ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488,0756 toll fr •• www.triadassoc.com ).. :c: ~ '!iC ~ 0 ~ (.) CI,) ~ (.) 0 ::t >.. ffi :t: ~ CI) 0 l> I , MICHAEL L 'MATH£SON, P£ PROJECT lIANAGER NICK A. YlNC£R. PLS PROJECT SURVEYOR ..£FF£RY L' cox. ASLA PROJECT LANDSCAPE ARCHITECT FIIlST SUBMITTAL DATE: X I , _ i • SCALE: , . }Olffil.: 1"=200' e,mr.:N/1,cc": .. ,',__ . -i PRELIMINAR~ STAMP NOT VAlJD , UNLESS SIGNED AND DATED 1 JOB NO. 03 .. 185' I SHEET NO., 120F 1~ ©2006 mlAD ASSOCIATES ____ ' lilli' __ ' .'-.': , i f J I , I>",~ ... il' i i. I I ~/4' -+ TRACT C Open Space II 31 ~~~BHi®C s 1: '18 i • I~ 1 i~ ; ! ; I~ ; I .. j i ( , , ! / , i I / , , . PORTIONS OF NE 1/4 , SE 1/4 I j i i ; i j I : i h-+~-----. /1 i i i , l AND SE 1/4, SE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. j <1~J / ,/ / ........ , .. ,~ .. ~'''~~-~'''~,,': .. -~. ,~~ .-~, ··'·1'1-----------1 J-L-_______ _ ~ i' i\ i 34 I / / I I I . --I j .... i /i j I T I i , . o ! !, SCALE: 1" = 3~' 15' I rM::::··· -G-- 30' I 60' I GENERAL IRRIGA TION NOTES I.) RAIN 5r=:N50R TO 6r=: IN5T ALLr=:D ON 50UTI-l OR Wr=:5T 51Dr=: OF A 6UILDING OR P05T I FENCr=: 5TRUCTURr=:, AT A MINIMUM PRr=:Fr=:Rr=:D 1-lr=:IGI-lT OF 8 Fr=:r=:T A60vE: GRADr=: WI-lr=:Rr=: 5r=:N50R 15 FRr=:r=: FROM vANDALl5M, TRr=:r=: CANOFIr=:5, 6UILDING ovr=:R I-lANG5 OR OTI-lr=:R 5TRUCTURAL I NATURAL RAIN IMPr=:DIMr=:NT5. IF MINIMUM PRr=:Fr=:Rr=:D 1-lr=:IGI-lT OR LOCATION 15 NOT F05516LE, COORDINATr=: 1-lr=:IGI-lT LOCATION WITI-l CON5TRUCTION 5UFr=:RINTr=:NDr=:NT I OWNr=:R'5 Rr=:PRr=:5r=:NTAT I vE:, PIPE SIZING SCHEDULE GPM 0-8 9-15 16-24 25-32 SIZE OF PIPE 3/4" I" I -1/4" 1-1/2" , "~of _, • ,. _. j i \ , IRRIGA TION LEGEND 5YM, FRODUCT MANUFACTURr=:R 6ACK FLOW PRr=:vE:NTr=:R WILKIN5 DOU6Lr=: CI-lr=:CK VALvE: ':IEolZ' XL T I", WITI-l GATE vALvE5 IN5TALLr=:D 60TI-l 51DE5 (5IZr=: PER MANUFACTURr=: Rr=:QUIRr=:Mr=:NT5) I" WATr=:R Mr=:Tr=:R, IN5T ALLr=:D 6Y OTI-lr=:R5 GATr=: vALvE:,I-lAMMOND 6RONZr=:, 51Zr=: TO FIT FIFr=: AUTOMATIC CONTROLLr=:R5, RAIN61RD E5P-MC 5r=:RIr=:5 WI Pr=:D-DDI~ Mr=:TAL FEDr=:5TAL MOUNT CA6Nr=:T (5TATION NUM6ER5 CALLr=:D OUT ON PLAN), IN5TALL Fr=:R MANUFACTURr=:R'5 Rr=:COMr=:NDATION5. ALL CONTROLLr=:R5 51-lALL 6E IN5TALLED WITI-l RAIN 51-lUT OFf Dr=:VICr=: Dr=:vICr=: 51-lALL 6r=: RAIN61RD R5D-6r=:X OR r=:QUAL IN5TALL 5r=:N50R IN LOCATION WI-lr=:Rr=: PRr=:CIF. CAN 6r=: MEA5URr=:D ACCURATr=:L Y (5r=:E Gr=:Nr=:RAL IRRIGATION NOTE "1 AND Dr=:T AIL5). AUTOMATIC CONTROL vALvr=:, RAIN61RD Fr=:6 5r=:RIr=:5, -LA6r=:Lr=:D Pr=:R CONTROLLr=:R NUM6r=:R AND COORE5PONDING 5TATION Lr=:TTr=:R lifE INDICATr=:5 vALvE: NUM6r=:R 3 L-INDICATr=:5 ZONr=: TYpr=: (LAWN, 51-lRU6, DRIF, OR Tr=:MP ZONr=:5) 3.40 INDICATr=:5 ZONr=: 51Zr=: (GPM) I" INDICATr=:5 VALvE: 51Zr=: ::l/4" QUICK COUFLr=:R vALvE:, RAIN61RD ::l::l DRC. IN5TALL ON TRIPLr=: 5WING JOINT Fr=:R Dr=:TAIL - - -I 112" 5CI-lr=:DULr=: 41Z' FVC MAINLINr=: CLA55 21Z'IZ' PVC LATr=:RAL LINE, 51Zr=: FER PIFE 51ZING 5CI-lr=:DULr=: I"" """"" "'l 5CI-lr=:DULr=: 41Z' PVC 5Lr=:EvING, 2>< PIFr=: DIAMr=:TER, ALLOW 5FACE FOR vALvr=: WIRING, IN5TALL AT ~" MIN. Dr=:PTI-l FOR LATr=:RAL5 4 18" MIN. Dr=:PTI-l FOR MAINLlNr=: IRRIGA TION HEAD SCHEDULE 5YM. FRODUCT MANUFACTURr=:R 181Z'IZ'-I:;LC5 RAIN61RD 181Z'IZ'-I:;RC5 RAIN61RD 161Z'IZ'-1:;55T RAIN61RD • 161Z'IZ'-IEoE5T RAIN61RD 181Z'IZ'-IEoF ""~IN6IRO .. 181Z'IZ'-I:;TQ ~ 181Z'IZ'-I:;TT ... 181Z'IZ'-1:;1-l • 181Z'IZ'-I:;T • 181Z'IZ'-I:;Q ® 181Z'IZ'-12F 'V 181Z'IZ'-121Q 'V 181Z'IZ'-12TT "" 181Z'IZ'-121-l '" 181Z'IZ'-121 " 181Z'IZ'-12Q @ 181Z'IZ'-11Z)f "" 181Z'IZ'-1IZ'1-l " IWIZ'-IIZ'T " 181Z'IZ'-IIZ'Q "'" 181Z'IZ'-81-l '" 181Z'IZ'-8T 181Z'IZ'-8Q 181Z'1Z' -I:> 14 "" 181Z'IZ'-I:> T III 181Z'IZ'-:;Q NOTr=:, RAIN61RDI I RAIN6IRD' RAIN61RD RAIN61RD RAIN61RD RAIN6IRD' RAIN61RO RAIN61RD RAIN61RO RAIN61RD RAIN61RO RAIN61RD RAIN61RD RAIN61RD RAIN61RO RAIN61RO RAIN61RO RAIN61RO RAIN61RO RAIN61RO RAIN61RO RADIU5 4' X I:;' 4' X lEo' 4' X ::lIZ" 4' X I:;' I:;' I:;' I:;' I:;' I:;' I:;' 12' 12' 12' 12' 12' 12' lIZ" lIZ" lIZ" lIZ" 8' 8' 8' 8' :;' 1:>' 1:>' IZ'.4':1 IZ'.4':1 1.21 IZ'hl ::l.1 IZ' 2.18 2.48 1.8:; 1.2::3 IZ'.':I::l 1.':11:> 1.14 131Z' IZ'.81 1.1:>8 IZ'.1':1 IZ'.:;::l IZ'3':1 IZ'.::l:; IZ'.2~ IZ'.1::l IZ'.11Z' F51 ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ::lIZ' ALL LAWN I-lEAD5 TO 6r=: ON 4" FOF UF 60DIE5, 51-lRU6 I-lr=:AP5 TO 6r=: ON 12" POF UF 60DIr=:5 © 2006 TRIAD ASSOCIATES \. TRIAD ASS O_C I ATE S 12112 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com Land DelJel()~ll1e!lt COllsultants MICHAEL A. MOODY. PE PROJECT ENGINEER JEFFREY L COX; ASlA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7/19/06 SCALE: HORll: 1'~10' VERT.:N/A FINAL E L. cox CATE NO. 556 TAMP NOT VALID UNLESS SIGNED AND DATED I JOB NO. 03-185 1 SHEET NO, 3 L 110F 13 ~ ----.~ '- iii en 1 '" :" "' a ~' uj i2 " • " r::: Lo a '" 1 '" '" "' CJ ~ • :? " -tl " 0 ~ E~ o 0 ~~ ;.:.--~ • 1 ~ -, '" <a , Clr) a~ ":2 " 00'--8 "~ <i(l r)() ,'J "0 ~g: "'~ ~G,j PORTIONS OF NE 1/4 , SE 1/4 AND SE 1/4, SE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. ,--------EXI6TING WATEI'< LINE I II'<I'<IQATION UlATEI'< METEI'< 6EE CiviL DUIQ, I VALVE VALVE TYP. -II'<RIQATION LATEI'<AL LINE AUTOMATIC CONTI'<OL VALVE I QATE J MASTEl'< QATEl ~18I--"--N--11I-D'<11-+-+--< I UNION, TYP. ~ J !3ACt<:FLOUI I FF<EVENTEI'< A6SEM!3LY '-----QUICK COUPLEI'< VALVE '------MANUAL DI'<AIN VALVE POINT OF CONNECTION NOT TO SCALE FINISI-I GRADE 1 II-II ,--------,--GATE VALVE -II 1 - GALv. I II ,: b D DOUBLE CHECK VAL VE ASSEMBL Y NOT TO SCALE ~ '.'..:111" I "" 't ~TI -=llI II' _' 'T ~~ I: I I< 1 1 , ....-n II IJ1lrl!: U-7 I Idl I. . . " .. .;1,;;JX~ rx , • 0 J Ii,. ,'Q, . . . hl III'-..Ll",ll"l,'~j ITill" ,lll-,.... -. NOTE, FINISI-l GRADE UJIRE LOOP AUTOMATIC CONTROL VALVE PVC NIFFLE, DIA. OF VALVE MIN. 4" LONG, SOTI-l SIDES SCI-lEDULE er;, UNION, SOTI-l SIDES SCI-IEDULE er;, MALE ADAPTER, SOTI-I SIDES VALVE SOX FVC LATERAL LINE 4" MIN. PEA GRAVEL SRICK SUFFORTS -TYF. EACI-I CORNER CONTF<OL UJIRES FVC FIFE -SIZE AND TYFE SAME AS FRESSUF<E MAIN FVC ELSOUJ OF< TEE PVC FRESSUI'<E MAIN SEAL ALL TI-lREADED JOINTS UJITI-I TEFLON TAPE ON MALE TI-iREADS ONLY ONE VALVE PER VALVE SOX AUTOMA TIC CONTROL VAL VE NOT TO SCALE ,-----------FINISI-l GRADE ,--------GATE VALVE, LINE SIZE '---\N£iiT'---GALV. NIFFLE, DIA OF vALVE MIN. 4" LONG, SOTl--I SIDES 1t('-~--vALVE SOX ~-FVC FRESSURE MAIN '-----FVC SCI-I 8'" MALE ADAFTER SOTl-l SIDES L--__ --GALV.UNION, SOTI-l SIDES NOTE, SEAL ALL TI-lREADED JOINTS UJITI-l TEFLON TAFE ON MALE TI-iREADS ONLY ONE VALVE FER vALVE eOX GATE VALVE NOT TO SCALE III SUFER JUMSO VALVE SOX UJITI-I LOCKING coVER -FLUSI-l UJITI-I FINISI-I GRADE COMFACT SACKFILL AFPROVED DoUeLE CI-IECK VALVE GALv.UNION, TYF. STANDARD vALVE SOX UJITI-l LOCKING COVER -FLUSI-I UJITI-I FINISI-I GRADE MASTER GATE VALVE GALv. UNION, TYF. GALV. FRESSURE MAIN CONNECT TO METEI'< FEA GRAVEL SUMF ,----------FINISH GRADE ,--------LOCKING CAF \/\ \ III/ 1~r'-'-4TT'-'""Fr'--FROTECTIVE SLEEVE ,--J+rlddn-------DRAIN vALVE t-/"'jE--F.V.C. LINE n--F.V.C. ELSOUJ 4 NIFFLE ----F.V.C. FIFE, 18" MIN OFFSET FF<OM F.v.C. LINE o '------"-''-FI--f-----3" F.v.C. FIFE, TI-lREADED o -0 0 111.°0 : 9,°80'. I ~m=TTT'---. ONE END 0, (-n-t-----DRAIN F<OCK SUMP, MIN 6 C.F. NOTE, ALL FIFE 4 FITTINGS TO SE SAME DIAMETEF< AS IFS FEMALE CONNECTION OF DRAIN VALVE MANUAL DRAIN NOI 16 SCALf 5 z ~ 'J 1:: ,./ RAIN SENSOR NOT TO SCALE /W".%-' /C'ill--vALVE SOX "'_II=- INSTALL RAIN SENSOR AND MOUNTING SRACKET AT TOF OF FENCE UJEATI-lERI-lEAD FENCE FOST I" RIGID STEEL CONDUIT NOTE, SEE GENERAL IRRIGATION NOTE "1 FOR ADDITIONAL INSTALLATION REGlUIREMENTS -, (2) STAINLESS STEEL CLAMFS TO STAKE ~#---P.V.C. NIFFLE 3' "4 RESAR STAKE A--+Ht----36(1/' PVC TRIFLE SUJING JOINT F.V.C. PRESSURE MAIN '----------'=-----FVC TEE OR ELSOUJ UJITI-l TI-lREADED OUTLET SIDE ELEvATION :t-." " '~::, _ _ __ , __ ' , NOTE, ALL TI-lE'FITTINGS AND FIFE TO SE SAME DIA AS IFS FEMALE CONNECTION OF GlUICK COUFLER QUICK COUPLING VAL VE NOT TO SCALE SPRAY HEAD NOT TO SCALE FINISI-l SUF<FACE OF FAVING OR CUI'<S FINISI-l GRADE SFF<INKLEF< FLl.ISI-I UJITI-l FINI51-l GRADE F.V.c. TEE OF< ELSOUJ F.V.c. LATEF<AL LINE eARBED POL YETI-IYLENE ELSOUJ 1/2" DIA. X 12" MIN. FOL Y- ETI-l'T'LENE FLEX FIFE SARBED FOL YETI-IYLENE ELSOUJ \. TRIAD ASSOCIATES - 12112 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com , Ldllri Developmellt COllsult<llltS ).. <: ~ CI) ~ ::::! ~ ~ <:) ~ ~ (.) CI) ~ ~ (..) <:) i=::: <:) oq; ::t: ).. (!) ffi ~ Ci: ~ ~ <:) (.) MICHAEL L MA THESON, PE PROJECT MANAGER NICK A. YINGER, PLS PROJECT SURVEYOR MICHAEL A. MOOD Y, PE PROJECT ENGINEER JEFFREY L. COx, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMI'ITAL DATE: 7/19/06 SCALE: HORIZ.: 1"=10' VERT.:N/A JOB NO. SHEET NO. FINAL 03-1851 3 L 120F 13 ~ ©2006 TRIAD ASSOCIATES _________ .. ~ ~~~~~.~. --'~""~.~~~~~.~ __ ,~ __ <.J____'~c,""'_,"_~· ~~~~~~~.'_-_,~,____"__',~ ___ "__'__"~,~~ •• ~. ~.~ •. _"~,,,~1~,, __ PORTIONS OF NE 1/4 , SE 1/4 AND SE 1/4, SE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. IRRIGA TION NOTES -THIS SYSTEM WAS DESIGNED WITH AN ASSUMED WATER FRESSURE OF 12B AT THE FOINT OF CONNeCTION. CONTRACTOR TO VERIFY THI€> PRESSURE FRIOR TO E3EGINNING WORK AND SHALL MAKE ADJUSTMENTS AS NECESsAF!Y -OE3TAIN ALL FERMITS AND FAY REQUIRED FeES To ANY GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THE WORK. ARRANGE INSFECTIONS IF REQUIRED E3Y LOCAL AGENCIES AND ORDINANCES DURING THE COURSE OF CONSTRUCTION. EXAMINATION -VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE FLANS AT THE SITE FRIOR TO COMMeNCEMENT OF ALL WORK UNDER THIS CONTRACT. -VERIFY LOCATION OF EXiSTING UTILITIES. NOTIFY OWNER'S REFRESENTATIVE OF ANY DisCREFANCIE6 E3ETWEEN FLANS AND EXISTING CONDITION6. -VERIFY THAT REQUIRED UTILITIES ARE AVAILAE3LE, IN FROFER LOCATION, AND READY FOR USE. FREFARATION -THIS DESIGN 15 DIAGRAMMATIc. EQUIPMENT SHOWN WITHIN FAVED AREAS 15 FOR DESIGN CLARIFiCATION ONLY, AND SHALL E3E INSTALLED IN THE FLANTING AREAS IN A MANNER 50 AS TO CONFORM WITH THE VARIOUS DETAILS. -LAYOUT AND STAKE LOCATIONS OF SYSTEM COMFONENTS. TRENCHING -REFER TO UTILITY FLANS PRIOR TO TRENCHING. -TRENCH E30TTOMS SHALL E3E SMooTH AND SHALL FF,OVIDE UNIFORM SUFFORT FOR FIFE. -MINIMUM TRENcH WIDTH, AS REQUIRED TO FROVIDE 3 INCHES OF CLEARANcE ON EAcH SIDE OF FIFE AND::> INcHES OF cLEARANCE E3ETWEEN FIFES INsTALLED IN COMMON TRENCH. -TRENCH TO ACcOMMODATE GRAD[;: CHANG[;:s AND SLOF[;:S TO DRAINS. -MAINTAIN TRENCH[;:s FREE OF D[;:E3RIS, MATERIAL, OR OE3STRUCTIONS THAT MAY DAMAGe FIFE. -[;:XERCIS[;: [;:XTREME CARE IN EXCAVATING AND WORlc:.ING N[;:AR [;:XISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITI[;:S AND 13[;: RESFONSIE3L[;: FOR DAMAG[;: TO ALL UTILITI[;:S. R[;:FAIR ANY DAMAGE cAUS[;:D 13'1', OR DURING THE FERFORMANCE OF WORK AT NO ADDITIONAL COST TO THE OWNER. FI[;:LD ADJUST SFRINKLER LOCATIONS SO AS TO AVOID CONFLICTS WITH UTILITIES (FIRE HYDRANTS, TRAN6FORMERS, ETC). -DO NOT WILLFULL 'I' INSTALL THE SFRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT 15 OE3vlOUS IN THE FIELD THAT WIND CONDITIONS, OE3STRUCTIONS, GRADE DIFF[;:RENC[;:S OR DIFF[;:RENc[;:S IN THE AR[;:A'S DIM[;:NSIONS [;:XIST THAT MIGHT NOT HAV[;: E3[;:[;:N CONSIDERED IN TH[;: ENGINEERING. E3RING SUcH OE3STRUCTIONS OR DIFFERENCES TO THE ATTENTION OF THE OWNER'S AUTHORIZED REFRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT FERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESFoNSIE3IL1TY ANC) COSTS FOR ALL NECESSARY REviSIONS. FIFE, FITTINGS 4 INSTALLATION -COMFLY WITH MANUFACTURER'S FRINTED INSTRUCTIONS. -SOL VENT WELDED JOINTS, I. ASsEME3LE AE30VE GROUND WHERE FOssIE3LE. 2. CUT SQUARE, REAM AND THOROUGHLY cLEAN. 3. MAKE JOINT USING FRIMER AND CEMENT. CONTINUOUSLY WIFE OFF EXCESS CEMENT. PRIMER WELDON P-1@ FVC IAMFO-UFC AND NSF LISTED. CEMENT, COMFLY WITH AsTM D25oQ4, IAMFO-UFC AND NSF LISTED. 4. ALLOW A MINIMUM OF 15 MINUTES OF SET -UF TIME E3EFORE HANDLING, AND A MINIMUM OF 24 HOURS E3[;:FORE EXFOSING TO WATER -THREADED JOINTS, I. USE TEFLON TAFE FOR FLASTlc TO FLASTIC AND FLASTIC TO GALvANIZED JOINTS. HAND TIGHTEN AND USE ONLY LIGHT WRENCH FRESSURE AS REQUIRED TO FRODUC[;: SOUND JOINT. 2. USE FIFE JOINT cOMFOUND FOR GALVANIZED TO GALVANIZED JOINTS. -INSTALL TO ALLOW FOR THERMAL EXFANsION. -FAINT ALL E3ELoW GRADE GALVANIZED FIFE WITH GALVANIZED FIPE FAINT (CARE30N ELASTIC FAINT NO. 222113'1' AMERicAN TAR COMPANY OR EQUAl). -FIFES -I FITTINGS SHALL E3E THE FOLLOWING TYFES, I. MAINLINE, 2" -I GREATER, FVC TYFE 112@-315 2. MAINLINE, LESS THAN 2", FVC scH. 4@ 3. LATERAL LINES, FVC TYPE 112@-21Z!@ 4. ALL LINES UNDER FAvING, FVC SCH. 4@. ALL FIFINC" UNDER FAVING SHALL E3E INSTALLED IN SLEEvING. SIZE AS FER FIFE SIZING SCHEDULE 5. SLEEVES, FVC SCH. 4@ 00. FLASTlc FITTINGS FOR LATERALS, FVC SCH. 4@ 1. NIFPLEs -I FITTINGS FOR RISERS -I VALVES, FVC SCH. 8@ 8. FOL YETHYLENE FIPE, LINEAR LOW DENSITY FOLYETHYLENE-MIN. WALL THicKNESS -.10" ALL LINES SHALL E3E FROvlDED WITH sOLVENT WELD JOINTS -I FITTINGS AND ALL MAINLINE SHALL E3E FRESsURE TESTED AT IIZ!@ Fsi FOR I HOUR -SLEEVING SHALL EXTEND 12" MINIMUM E3EYOND EDGE OF CURE3 OR FAVING. MARK E30TH ENDS WITH A STAKE. UNLESS cALLED OUT ON FLANS, SIZE TO E3E TWO TIMES (MIN) THE SIZE OF FIFE E3EING SLEEVED. - DEFTH OF COVER OVER FIFING SHALL E3E AS FOLLOWS, I. MAINLINE, 18" (UNLESS UNDER FAVING) 2. LATERAL LINES, 12" 3. SLEEVES FOR MAINLINE, 24" 4. SLEEVES FOR LATERAL LINES, 18" EQUIPMENT INSTALLATION -E3ACKFLOW FREVENTION DEviCE, CONFORM TO MANUFACTURER'S FRINTED INSTRUCTIONS, DETAILS SHOlLN ON DRAWINGS AND GOVERNING CODES AND REGULATIONS. -AUTOMATIC CONTROL vALvES, I. CONFORM TO DETAILS. 2. FLUSH MAINLINE OF ALL DEE3Rls E3EFORE INSTALLING VALVES. 3. INSTALL EACH VALVE IN A SEFARAT[;: VALVE E30X. (AMETEK E30X WITH LOCKING COVER OR EQUAL.) 4. SET vALVE E30XEs FLUME3 AND SQUARE WITH ADJACENT STRUCTURES AND FLUSH WITH FINISH GRADE. B. SET vALvE E30XEs IN SHRUE3 AREAS WHENEvER FOSsIE3LE. SET ADJACENT TO LAWN OR FAVED AREAS. MANUAL DRAIN VALVES, INSTALL AT ALL LOW FOINTS ON MAINLINE IN THE SYSTEM. -CONTROLLER I. ALL ELEcTRICAL WORK SHALL CONFORM '['0 AFFROPRIATE ELECTRICAL CODES AND ORDINANCES. 2. INSTALL AND WIRE IN CONFORMANCE WITH MANUFACTURER'S FRINTED INSTRUCTIONS. 3. WIRE ONLY ONE VALVE FER STATION. 4. MAKE CONNECTION TO ELECTRICAL SUPFL Y. 5. CONTROLLER SHALL E3E SET TO ALLOW SPRINKLER OFERATION DURING FERIODs OF MINIMUM EvAFORATION -CONTROL WIRE, I. CONTROL WIRE SHALL E3E COFFER, UL RATED FOR DIRECT E3URIAL, TYFE UFo CONFORM TO NEC. COMMON SHALL E3E WHITE, IMPULSE RED. 2. AE30VE GRADE WIRE SHALL E3E INSTALLED IN AFFROVED CONDUIT TO A DEFTH OF 18 INCHES E3ELOW GRADE. 3. E3UNDLE WIRES WITH ELECTRicAL TAFE AT MAXIMUM I@ FooT INTERVALS. TAFE E3UNDLE TO E30TToM OF MAINLINE WHERE FOSsIE3LE. 4. RUN A SEFARATE IMFULSE WIRE AND A cOMMON GROUND TO EACH CONTROL VALVE. B. MAKE sFLICEs IN VALVE E30XES ONLY. ueE RAINE3IRD SNAF-TITE CONNECTORS OR EQUAL. 00. FROVIDE A 12 INCH LOOF AT EACH V.t.,LVl;'. MINIMUM WIRE SIZE SHALL E3E DETERMINED 13'1' THE FOLLOWING Ci-lART, NO. OF VALVES MAXIMUM LENGTH OF coMMON WIRE B@IZ!' I@IZ!IZ!' 2@12!@' 31Z!IZ!@' I 14 14 14 12 2 14 14 12 I@ 3 14 14 Ie> 8 4 ~ ~ lIZ! 8 -SFRINKLER HEADS, I. INSTALL AS REQUIRED TO FROVIDE FULL IRRIGATION COVERAGE FOR ALL si-lRUE3 E3EDS AND LAWN AREAS TO RECEIVE IRRIGATION. 2. Tl-IOROUGHLY FLUSH LINES E3EFORE INSTALL ING NOZZLES. -QUICK COUFLER! GEAR DRIVEN ROTOR HEADS I. INSTALL ON TRIFLE SWING JOINT AS DETAILED. 2. MINIMUM RISER SIZE SHALL MATcH THE INLET. -SMALL FOF-UP SFRINKLERS, I. INSTALL ON FLEXIE3LE RISERS AS DETAILED 2. MINIMUM RISER SIZE SHALL MATCH Ti-lE INLET. -SET ALL LAWN HEADS I" AE30VE FINAL'FINISH GRADE UNTIL SEEDED LAWN AREAS i-lAVE FILLED INt Ti-lEN SET i-lEADS FLUSH WITi-l FINiSH GRADE. " -SET ALL HEADS PERFENDICULARTO.FINISH GRADE AND b" E3ACK FROM CURE3S AND WALKS UNLESS OTHERWISE NOTED. E3ACKFILLING '.," ""'>:'-10.';.<_ ' -E3ACKFILL ONLY AFTER SFECIFIED'TESTS HAVE E3EEN FERFORMED AND OWNER'S REFRESENTATIVE ACCEFTANCE HAS E3EEN OBTAINED. CLEAN TRENCHES OF DEE3RIS AND RocKS. ~ E3AcKFILL WITH AFPROVED GRANULAR SANDY NATIVE ON-SITE MATERIAL. FIELD QUALITY CONTROL -TESTS, THE FOLLOWING TESTS SHALL E3E FERFORMED 13'1' THE CONTRAcTOR AND OE3SERVED 13'1' THE OWNER'S REFRESENTATIVE. CONTRACTOR SHALL SUFFLY ALL EQUIPMENT NECESSARY FOR CONDUCTING TESTS. I. MAINLINE, FRESSURE TEST AT 112!e> FSI FOR I HOUR THIS FRESSURE SHALL E3E MAINTAINED UNTIL ALL JOINTS, FITTINGS AND RISERS HAVE E3EEN INSFEcTED AND AFPRovED 13'1' OWNER'S REFRESENTATIvE. MAXIMUM FSI LOSS IN IB MINUTE TEST SHALL 6E 5 PSI. CORRECT ANY LEAKAGE NOTED AND REFEAT TEST UNTIL SYSTEM IS AIR TIGHT. CENTER LOAD FIPE WITH E3ACKFILL E3ETWEt::N FITTINGS AS REQUIRED TO SECURE PIFE IN FLACE DURING TEST. DO NOT COVER FITTINGS. 2. LATERAL LINES, FRESSURE TEST AT FULL LINE FRESSURE FOR A FERIOD OF ONE HOUR CAF ALL HEADS AND CENTER LOAD FIFE WITH E3ACKFILL MATERIAL TO SECURE IN FLACE DURING TEST. DO NOT COVER FITTINGS. REPAIR ALL LEAKS, i-lOWEVER MINOR, AND REFEAT UNTIL SYSTEM 15 WATER TIGHT. 3. COVERAGE TEST, OFERATE SYSTEM TO TEST IRRIGATION COVERAGE IN PRESENCE OF OWNER'S REFRESENTATIVE. IF COVERAGE IS INADEGlUATE, MAKE CORRECTIONS AS DIRECTED AT NO ADDITIONAL COST TO OWNER. 4. ALL TESTS Ti-lAT FAIL WILL REGlUIRE ADDITIONAL TESTING AT CONTRACTOR'S EXPENSE. INSTALLER'S FIELD SERVICES -FREPARE AND START SYSTEMS. -PROVIDE ONE COMFLETE SFRING START UF AND ONE WINTERIZATION FROCEDURE. CONDUCT THESE OFERATIONS WITH OWNER'S PERSONNEL PRESENT AND INSTRUCT THEM ON THE REQUIRED FROCEDURES. -INSTRUCT OWNER'S FERSONNEL IN OFERATION AND MAINTENANCE OF SYSTEM, INCLUDING ADJUSTING OF SPRINKLER HEADS. USE OFERATION AND MAINTENANCE MATERIAL AS 6ASIS FOR DEMONSTRATION. -FROVIDE AS-E3UILT DRAWINGS TO OWNER'S REFRESENTATIVE FOR AFFROVAL AFTER INSTALLATiON OF IRRIGATION SYSTEM IS coMPLETED. ADJUSTING -ADJUST CONTROL SYSTEM TO AcHIEVE TIME cycLES REQUIRED. MODIFY HEAD AND NOZZLE TYFES AS DIRECTED. -FLUSH AND ADJUST ALL SPRINKLER HE:ADS FOR OFTIMUM PERFORMANCE. THIS SHALL INCLUDE THROTTLING THE FLOW CONTROL AT EACH VALVE TO OE3TAIN THE OFTIMUM OFERATING FRESSURE FOR EACH SYSTEI"1. -ADJUST HEAD LOCATION IF SFRAY IS DE:TRIMENTAL TO OR E3LOCKED 13'1' TREE, SHRUE3 OR STRUCTURE, MAINTAINING EVEN COVERAGE OF FLANTED AREAS. MINIMIZE ALL OVERSPRAY ONTO WALKS AND STREETS. MAINTENANCE -MAINTAIN SYSTEM DURING MAINTENANCE PERIOD SFEclFIED IN FLANTING SFECIFICATIONS. CLEAN-UF -CLEAN UF ALL DEE3RIS CAUSEr::> 13'1' THIS FROJECT UFoN COMFLETION OF OFERATIONS AND FRIOR TO WATI:RING. . , GUARANTEE -THE ENTIRE SFRINKLER 6Y6TEt1 6HALL E3E GUARANTEED 13'1' THE CONTRACTOR TO GIVE COMFLETE AND SATI6FACTQRY SERVICE AS TO LAYOUT, MATERIAL6 AND . Uk)RKMANSHIF FOR A FERIOD OF ONE YEAR FROM THE DATE 0' FINAL ACCEFTAN<;:E OF THE WORK 13'1' THE OWNER. -SHOULD ANY TROUE3LE DEVELOF WITHIN ONE YEAR WHICH, IN OFINION OF THE OWNER OR HIS REFRESENTATIVE,fS DUE TO INFERIOR OR FAULTY MATERIALS AND/OR WORKMANSHIF, THE TROUE3LE SHALL E3E CORRECTED, WITHOUT DELAY, TO, THE 6ATISFACTION OF THE OWNER AND AT THE CONTRACTORiS E1XFENSE. ' , -ANY SETTLING OF E3AcKFILLED TRENCHES SHALL E3E REF,Li,IRED 13'1' THE CONTRACTOR AT HIS EXFENSE, INcLUDING RESTORATION OF 'SEEDED, SODDED AND/OR PLANTING AREAS. -CONTRACTOR SHALL MAINTAIN'A qET OF "RECORD" DRAWINGS THROUGHOUT THE COURSE OF CONSTRUCTION AND DEiLIVER THESE DRAWING5 TO OWNER'S AUTHORIZ!=D REFRESENT ATlvE UFONC0t"lFLETION OF WORK. , , -'RECORD' DRAWINGS SHALL 51-lOW AcTUAL LOCATIONS OF CONTROLLER, E3ACKFLOW FREVENTOR' VALVES, RISERS, SLEEVES ETC. OFERATIONS AND MAINTENANCE MANUAL -AT COMFLETION OF THE IRRIGATION SYSTEM, SUE3MIT FOR ~VfIEW A MANUAL, 3 RING NOTEE300K, TO OWNER'S REFRESENTATlvE CONTAINING 'AT MINIMUM THE FOLLOWING INFORMATION, . , I. LIST OF AUTHORIZED DISTRIBUTORS AND SERViCE REFRESENTf>,TIVES 2. GUARANTEEIWARRANTY CERTIFI.CATES FOR ALL EQUIPMENT. i 3. INSTRUcTION MANUALS FOR ALL .. EQUIPMENT USED. 4. WINTERIZATION AND SFRING STARTUF PROCEDURES. 5. CHART OF AFFROXIMATE STARTUF TIMES FOR FROGRAMM!NG:CONTROLLER ZONES FOR SFRING, SUMMER AND FALL SCHEDULE. 'r 00. CONTROLLER CAE3INET KEYS. . 1. ONE FRINT OF 'RECORD' DRAWiNGS. IRRIGATION PERFORMANCE NOTES: • Mainline shall be placed unde;r landscaped areas, wherever poeeible. UJhen croselng a under a road Ie necessar~ It Ie Intended, that a sleeve be prOVided. ' • Automatic controller ehall be Inetalled on pedeetal which ehall be mounted on 4' x 4' concrete pad. • Automatic control valvee shall be grouped when po&slble. , • When poeelble, automatic control valvee ~hall be placed in ehrub beds Immedlatel:J adjacent to lawn areae. The valve box edg<!F' ehall be parallel to the shrub bed edge. valve b.oxee In lawn . areas, ehall be placed Immedi.atel:J ,,\pjacent to and parallel with an adjacent curb or walk.. The top dfthelbox shall be fl~eh with finish grada . • Quick couplere shall be located with gro.ups of valve. boxee to make them eaeler to locate. . . • Sprinkler head la:Jout sha II be head to head full coverage la:Jout. • Irrigation zonee for lawn areal? and ehrub bede ehall b~ ~perated b:J automatic control valvee on Eleparate zones. .: • Groups of isolated lawn or shrub areas ma:J be conne",te.p ae a single irrigation zone, but It ie Intended that areas with northerni and eastern exposures be placed In different zonee than areas with . southern and western exposures. • Irrigation zones eha II not exc~ed 3i2l GFM per zone with an operating preeeure at the head& of 3i2l psI. • Valve slzee ehall be per manufacturers recommendation. • Lateral line eizee shall be per' Pipe Sizing Schedule. • All lawn heads to be on 4" pop up bodle&, &hrub heads to be on 12" Pop up bodies. • Pressure regulating Seal-A-t"'iatic (SAM) or eCjual, ehall be Installed as neces&ar:J on low ends of zonee to prevent leakage from: low heade. • Coverage test: Operate s:Jstem to test Irrigation cover,,!ge In presence of owner's representative. If coverage ie inadl'Cjuate, make corrections as directed at nC) addltlona I cost to owner. : • Adjuet head location If €opra~ Is detrlmenta I to or bloc~d b:J tree, shrub or structures, malntalnln£l even coverage of plantec:;l areas. rnlnlmlze a II overspra:J onto wa lka andeotreets. . © 2006 TRIAO ASSOCIATES \. TRIAD ASS O_C I A T B S 12112115thAve. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com , ]',~,,-,",-l: -.;i' ~"~}3""'-'-;~~''''.J-'~'''~!l' __ ".!?~ _~1 rail d [)Q vl~lti Ii Ilt ~ nf]:Vn 's 'ur I ilii q , , ~ :c: ~ (I) ~ ~ :e 0 ~ ~ (..) :.:: (I) ~ 0 0 i:: 0 <3 ::c: ~ a: ~ :t: ~ § CI) 0 \.) '" '-' S :g ~ ~ "-" "" :oJ i'i @ " ~ ~ ~ ~ is a; ~ n" z {.) u ~ Q t t ;:; ~ " " " ~ e; 15 i!1 "-"-"- I !;l " 'S .... It) '" ~~~ d z N ~ ... MICHAEL L. MA THESON, PE PROJECT MANAGER NICK A. YINGER, PLS PROJECT SURVEYOR MICHAEL A. MOODY. PE PROJECT ENGINEER JEFFREY L. cox. ASLA PROJECT LANDSCAPE ARClUTECT FillST SUBMl'ITAL DATE: 7/19/06 SCALE: HORIZ.: 1"=/0' VERl.:N/A FINAL JOB NO. 03-185 L 130F 13 ~ ---_ .. § SHEET NO. ~~ I '" "' '" () --" I :::: § G en ~ I '" <'Q '" () G' I '" Q;J TRACTB&C '" () " OPEN SPACE -G I ill <t) ;;; () [2 I ill Q;J § ~ I ill "' '" Q V) en I ill CD ;;; Cl 0;' oj e '" • " -'< -" I :::: ;;; Q ~ • g- o " " " G t;:'- ~O r-<) .os '. lc -~ ~ I • 4::: co "' Q • C)co '"~ cQ~ -;;; -cQ .~ "'i'.' '-' ""' ,cs ,0 'll'" '-Q "~ .~Gj PORTIONS OF NE 1/4 , SE 1/4 NO SE 1/4, SE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. / ~~~~~--T~CTC \ ;\ l !\ II ! V j SCALE I' = 10' SITE FURNISHING & SITE LA YOUT NOTES SITE FURNISI4INGS -ElENCI4ES, PICNIC T AElLES, ElASKETElALL EQUIPMENT AND PLAYGROUND SURFACING AVAILAElLE AT SITELINES (PI40NE-.81Z11Z1.541£)8b~) INSTALL ALL SITE FURNISHINGS (AS NOTED AElOVE) PER MANUFACTURERS RECOMMENDATIONS, AMERICAN DISAElILITIES ASSOCIATION AND CITY OF RENTON REQUIREMENTS IT IS THE RESPONSIElILITY OF THE CONTRACTOR TO INFORM THE OWNER'S REPRESENTATIVE OF ANY CONFLICTS IN THESE REQUIREMENTS SUElMIT MANUFACTURERS CUT SHEETS OF ALL ITEMS TO ElE INSTALLED FOR APPROVAL elY OWNER FRIOR TO INSTALLATION INSTALL SITE FURNISHINGS PLUMEl, LEVEL AND RIGID. METAL FITTINGS NOT SUPPLIED elY MANUFACTURER SHALL ElE GALVANIZED. ALL ENDS OF ElOLTS NOT UNDER MANUFACTURERS SPECIAL TREATMENT ARE TO ElE ElALLPEENED OR OTHERWISE RENDERED TAMPER PROOF. FILE OR GRIND ALL SI4ARP EDGES, TO ElE SMOOTH OR FLUSH LOCATION FROM CONCRETE EDGE OF ALL PLAY EQUIPMENT AND ElETWEEN EQUIPMENT SHALL ElE PER MANUFACTURER SAFETY lONE REQUIREMENTS STAKE ALIGNMENT AND LOCATIONS OF ALL SITE IMPROVEMENTS (INCLUDING PATHS AND SITE FURNISHING) FOR REVIEW elY LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIvE FRIOR TO INSTALLATION. INCORRECTLY LOCATED WORK SHALL ElE REMOVED AND REPLACED elY CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER WALK LAYOUT SHALL ElE SUCI4 THAT CURVES ARE TANGENT TO ONE ANOTHER VERIFY THAT SUElGRADE HAS elEEN FROPERL Y COMPACTED. WORK SHALL GUARANTEE AGAINST SETTLEMENT FOR ONE YEAR ---------- Open Space SCALE: 1" = 1 0' o 5' 10' 20' f-------! ~I~I-------jl __ -ENTRY ISLAND LINED WITH GRASS CELL PAVERS, PLANT WITH 4" POTS OF KINNIKINICK " 11:1" O£;. (TYP.) FUTURE ENTRY MONUMENT LOCATION " .'. . .... '. ,,:' '0. :', • TRACTSE&F RECREATION SITE FURNISHING LEGEND ITEM MANUFACTUREFM10DEL • PICNIC TAElLE FAIRWEATI4ER -F-3 (3 SEAT) -3b" ACCESSIElLE TAElLE, 2 X 4 WOOD ELEMENTS. ElLACK FRAME, INGROUND. ElENCI4ES FAIRWEATHER -CASCADE SERIES CA-2 (CONTOUR ElENCH) ElLACK FRAME, WOOD ELEMENTS b' LENGTI4, INGROUND. CHILDREN'S PLAY AREA PLAY EQUIPMENT TO ElE C140SEN elY OWNER'S REPRESENTATIVE. •.... ,: . -..... ~ .......... . ~.:: . .' ,: : ) • SCALE I" = 10' \ ) 1 , • . ' KEY MAP NOT TO SCALE ) T~CTF TRJiLLIS CHILDREN'S PLAY AREA / ) t::l q: 0 Q:: ~ ~ I! ~ .. ~ ' .. ;. f·; © 2006 TRIAD ASSOCIATES \. TRIAD ASSOCIATES - 12112 1151h Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fa>< 800.488.0756 toll free www.triadassoc.cam Land Development Consultants :<: q: ~ (!) ~ t-..: :<: q: ~ :>. I--c: ~ (.) oq: q: ~ e: 0 ~ ~ (.) CI) 0 ~ (.) ~ ~ 0 ::t: )... Q:: (.) ffi ::t ~ ~ (J) ~ 0 (.) q: lJ.J (.) Q., q: CI) ~ Q., 0 NICK A. YINGER, PLS PROJECT SURVEYOR JEFFREY L. COX, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMl'ITAL DATE: 7/19/06 SCALE: HORIZ.: 1'~IO' VERT.:N/A FINAL E L. COX CATE NO. 556 AMP NOT VALID UNLESS SIGNED AND DATED lOB NO. 03-185 SHEET NO. <i L20F 13 ~ -----§ " , ~ '" G l' .q , Q en '" '" G -'< ~ , en '" ;;; G ~ , en '" "' Q ~ , en '" "' Q 2 I Q.. en '" "' Q i;3 , ~ '" ;;; Q Ui 01 , ~ "' Q '" co Vi 2 Q; ~ " ~ 1M Q , en '" ;;; co ~ " g- u i': 0 u ,,::, 6}0 f.') ·s '. LC -~ " , " " '0 '" a , COQ ,,~ en ",-", -; cco "~ CJ~ '-' """ c-, "Cl "a: .~ Q o~ .C!!.. Gj / ! .......................... hcJl"'l+n'll)"'11 !' I >1 " • tJ , , , if i , I / • SCALE: 1" = 20' o 10' 20' 40' ~! .1 liiliiiiliiiiiiiiilill PORTIONS OF NE 1/4 , SE 1/4 AND SE 1/4, SE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. TRACT I Sewer lift stat:ion -- ,/ " STORM WATER POND PLANT LIST IIIII IIIII IIIII + + + + + + + + + + + + + + + + + + + G!AUL THERIA SHALLON/ SALAL SALIX SCOULERIANAI SCOULER WILLOW CORNUS SERICEAI RED TWIG! DOGIWOOD I G!AL. 4' OC 18" HTI 4' OCI6ARE ROOT 18" HTI 4' OCI6ARE ROOT ARCTOSTAFHYLLOS UVA URSII I G!AL. 2' OC KINNIKINNICK ::]+;: ' '+1;,j,'1 "FE 'c'r I:F" [IJ--------- - - ----- - -- - ---- - ------ --- FHYSOCARFUS CAFITATUSI FACIFIC NINE 6ARK HOLODISCUS DISCOLOR! OCEAN SF~Y SFARGIANIUM EMERSUMI NARI'<OWLEAF 6URREED /,,-- 18" HTI 4' OCI6Afi<E ROOT 18" HTI 4' OCI6ARE ROOT TU6ERS/18" OC PLANT LIST SYME30L PLANT NAME DECIDUOU& TREE F~XINUS LATIFOLIA I OREG!ON ASH ff---1FOFULUS TRICHOCARFAI 6LACK COTTONWOOD ACER MACROFHYLLUM I 61G! LEAF MAPLE CONIFEROU& TREE& n FSEUDOTSUG!A MENZIESII I V DOUG!LAS FIR ~THUJA FLICATA I W WESTERN RED CEDAR &l-l~6& C9 RI6ES SANG!UINEUMI o I'<ED FLOWEI'<ING! CUR~NT ". ACEI'< CIRCINATUMI viNE MAFLE Q CORYLUS CORNUT AI WESTERN HAZLENUT @ CORNUS SERICEA I RED OSIER DOGIWOOD 0 SYMFHORICARPOS AL6US I SNOW6ERRY 0 !'<U6US SFECTA61LISI SALMON6ERRY , , \ , . " I \ ., , , , SIZE CONDITION/~EMARKS 4' HT., MIN. 6ARE ROOTICONT 112)' MIN SFACING! 4' HT., MIN. 6ARE ROOTICONT 112)' MIN SFACING! 4' HT., MIN. 6ARE ROOTICONT 112)' MIN SFACING! 4' HT., MIN. 646/CONT 1(2)' MIN SFACING! 4' HT., MIN. 646/CONT 112)' MIN SFACING! 18" HT., MIN. 6ARE ROOT ICONT 4' MIN SFACING! 3' HT., MIN. 6ARE ROOT ICONT 4' MIN SFACING! 18" HT., MIN. 6ARE ROOT ICONT 4' MIN SFACING! 18" HT., MIN. 6ARE ROOT ICONT 4' MIN SFACING! 18" loon., MIN_ 6ARE ROOT ICONT 4' MIN SFACING! 18" HT., M IN_ 6ARE ROOT ICONT 4' MIN SFACING! © 2006 TRIAD ASSOCIATES "-TRIAD 12112115thAve. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com LC1llli D8\1elollillclit COllsultallts , :c: q: ~ ~ ).. ~ :c: ~ oq; r-.: ~ :c: q: c ~ ...... 0 Q. ~ CI) ~ (..) C Q. C ~ :r: ).. ~ :t: r-.: ~ ~ CI) C ~ 0 e CI) JEFFREY L. COx. ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7/19/06 SCALE: Hom.: 1"=20' VERT.:N/A FINAL E L. cox CATE NO. 556 TAMP NOT VALID UNLESS SIGNED AND DATED :t E ~ ~ ~ ~ :c:- E ~ Q: ~ )... ..... -(.) JOB NO. 03-185 ------------------~~ SHEET NO. L 3 "'3 0 OF I' ~ -----~ -----,--------- 2% PITCf..I PORTIONS OF NE 1/4 , SE 1/4 DUMMY JOINT (1(4" X 2" WITf..I PREMOLD ED JOINT MATERIAL" 12' O.C) ___ -----CONCRETE PAviNG (MEDIUM BROOM FINISf..I UNLESS NOTED) I"'xl"'xbxb W.W.M-~ TOOL MARKS (1/4" v GROOvES" 4' o.c. BETWEEN DUMMy JOINTS) oLOF!: 2% TO DRAIN COMPACTSUElGRADE TYP. O CONCRETE PA VING/WALK A--------- NOT TO SCALE MATERIAL NOTES, WOOD SURFACING Sf..IALL BE FIBAR ENGINEERED WOOD FIBER (OR EQUAL) (12" COMPACTED DEPTf..I), WITf..I TWO (2) LAYERS OF GEOTEXTILE FABRIC DRAIN ROCK FOR SUMPS AND PERFORATED PIPE BACKFILL 4 X 8 GRAvEL MEETING Tf..IE FOLLOWING GRADATION, SIEvE SIZE PERCENT PASSING 14 I"'''' 4 ~I 8 I~ ~ 2 PERFORATED DRAIN PIFE, 4" DIAMETER ADS PERFORATED POL YETf..IEYLENE PLASTIC DRAIN PIPE. ,----------CONCRETE WALK CONCRETE MOW BAND '---(MEDIUM BROOM FINISf..I) "4 REBAR CONTINUOUS, TYP (CENTER IN BAND) ,------FIBAR ENGINEERED WOOD FIBER SURFACING MATERIAL OR APPROvED EQUAL ,---QUILINE (GEOTEXTILE FABRIC) 3" DRAIN ROCK ~'<I '" COMPACTED SUElGRADE '. < < , • 3" .;l9 .. .. < T-\2\J~.....4--·~----PERFORATED -DRAIN PIPE CONNECT TO STOF5'1 SYSTEM PER CIVIL ENGINEERING PLANS \ 3" 1!Z)1l ~COMPACT SUElGRADE 3" @ PLA Y AREA SOFT SURFACE AND CONC. EDGE B-------- NOT TO SCALE HEIc;,HT FER RECOMME ali N 1 >I r MANUFACTURER NDATJON MEDIUM BROOM FINISf..I PLAN CARRY TOP LEvEL 1/ ~./)/ I. =,Ull • .' ." ,; .' .'. :. .'wJ =Wil IIU fffl 1_1111 11111 1_1111 1_1111 11111 1M 11111= 11I11 I1111 11111 11111 11111 -11111 11111 11111 II' 'II 11I11 11111 11111 II111 11111-II' , , I I I II I ' ,- SECTION BENCf..I BENCf..I 4" CONC. PER DTL ABOvE FINISf..I GRADE COMPACT SUElGRAGE TYP_ e ...------------@) BENCH W/ CONC PAD TYP. NOT TO SCALE AND SE 1/4, SE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. I' -r - N I. " I I I I lJ 2" X 4" EQUALLY SPACED"~" Oc--------, I I I I -t------CONCRETE FOOTING LJ I 12" I ~ NOTE, WOOD Sf..IALL BE CEDAR, I I I I LJ O TRELLIS TYP UNLESS OTf..IERWISE NOTED. D ---------------- NOT TO SCALE ~ 1 I / / I I \ \ \ \ \ EQUAL -...- / / / / ~o £;, \ " " "-"-- ~ EQUAL " 1 1 --"-"-" / .---/ - PLAN " " \ \ \ I 3' / MINI TYF. / / / MEDIUM BROOM FINISf..I. CONC. PAD SLOPE TO DRAIN PICNIC TABLE CARRY TOP LEvEL CENTER IN b'R CIRCULAR PAD SCORE LINE, TYP REMOvE BENCf..I ONE SIDE, Wf..IERE INDICATED ON PLAN FOR Wf..IEELCf..IAIR ACCESSIBILITY PEDESTAL FOR PICNIC TABLE WOOD PICNIC TABLE, OR SIMILAR --r~~~~~ SEE SITE FURNISf..IlNG LEGEND FOR MANUF. AND MODEL· 4" CONC. PAVING, PER CONC. PAVING DETAIL f..IE IGf..IT FER MANUFACTURER RECOMMENDATION ,~ NOTE, . . . ~ . -' .. FINISf..I GRADE . c'. . , . ~~~'--~~~~~ .-.-tf;'=tlli'---CONC. FTG. FER MANUFACTURER'S INSTRUCTIONS utt~';TI:w~::r:tt=ti;fuJ----COMPACT SUElGRADE TYP. SECTION f..IEIGf..IT OF TABLE Sf..IALL BE FER MANUFACTURER'S RECOMMENDATIONS ADJUSTMENTS, AS NECESSARY, Sf..IALL BE MADE SO Tf..IAT PICNIC TABLE IS LEvEL REGARDLESS OF GRADE O PICNIC TABLE TYP. E ------------ NOT TO SCALE , --I , , \ "-' . PI ;: >. © 2006 TRIAD ASSOCIATES \. TRIAD ASSOCIATES 12112115thAve. NE KiriOand, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com Land Developmellt CUIlSlIltclllts >-<= ~ oq: CI) ~ 0 ~ :::::! 0 ~ CI) ~ ~ <-> ~ 0 ::t: )... Cii ffi :t: ~ CI) 0 0 MICHAEL L MA 7HESON, PE PROJECT MANAGER MICHAEL A. MOODY. PE PROJECT ENGINEER FIRST SUBMITTAL DATE: 7/19/06 SCALE: HORlI.: AS NOTEOVEIIl.: FINAL STATE OF L. COX CE NO. 556 IJiiT'I.P NOT VAUn UNLESS SIGNED AND DATED JOB NO. 03-185 ------------------~ SHEET NO. L 4 13 " OF ~ _____ 6 c:i ili I en OJ G G --" I :il § ~ 1'0 I :il § ~ I en OJ "' G " " -G I ~ " G 2 I Q en OJ G G G '" I Q en OJ "' G '" ctl I ~ " G ",' G (;j "' '" , " -" -' I en OJ G G ~ c t]- c i3 , a E:.::!- !2--ts "J ·s '. "' -~ " I " ~ '" '" C) , GC) ,,~ '" "'-'" , -G cG m~ C)~ G o;ec c-, ~Cl ilOo: '-Q c~ .'!l, Gj PLANT LIST SYMBOL PLANT NAME DECIDUOUS TREE ACE I" CIRCINATUMI VINE MAFLE -iY::::::::::;;::-ACER FALMATUMI JAFANESE MAFLE ElETULA FAFYRIFERAI FAFER ElIRCI-l r=1>1 FOFULUS ElALSAMIFER ssp. TRICI-lOCARFA ~ ElLACK COTTON UJOOD G STYRAX OElASSIAI '0 FRAc;RANTSNOUJElELL o AESCULU5 X CARNEAl RED FLOWERING! 1-l0ReE CI-lESTNUT +------QUERCUS COCCINEAI SCARLET OAK ACER MACROFI-lYLLUMI ElIG! LEAF MAFLE FRAXINU5 LATIFOLIA OREG!ON 04514 CONIFEROUS TREES /hcUFRESSOCYFARIS LEYLANDIII m~ LEYLAND CYFRESS CALOCEDRU5 DECURRENS~ INCENSE CEDAR FSEUDOTSUC;A MENZIESII/ DOUC;LAS FIR T5UC;A CANADENSISI ' . .-, CANADIAN I-lEMLOCK ' , \ O TAXUS ElACCATA 'FASTIG!IATA'I ~ IRISI-l YEUJ . TI-lUJA FLICATA UJESTERN RED CEDAR o CALLUNA vULG!ARIS 'ElLAZEAUJAY'1 I-lEATI-lER ® CEANOTI-lUS 'JULIA FI-lELF5'1 JULIA FI-lELF5 CEANOTI-lU5 o CORNUS ALElA 'ELEG!ANTI55IMA'1 TATARIAN DOG!UJOOD © CORNUS 5ERICEA I RED 051ER DOG!UJOOD GCORNU55TOLONIFERAI REDTUJIG! Doc;UJOOD Q CORYLU5 CORNUTA CALIFORNICA UJESTERN I-lAZELNUT I PORTIONS OF NE 1/4 , SE 1/4 AND SE 1/4, SE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. SIZE CONDITION/COMMENTS SYMBOL PLANT NAME QUANTITY SIZE CONDITION/COMMENTS 6' I-lT El 4 El 1-S' I-lT El 4 El, MUL TISTEMMED I 3/4" CAL El 4 El, MUL TI5TEMMED I 3/4" CAL El 4 El I 3/4" CAL El 4 El I 3/4" CAL El 4 El I 3/4" CAL El 4 El I 3/4" CAL El 4 El 5 G!AL CONT 5' I-lT El4El 5' I-lT 5' I-lT 5' I-lT 5' I-lT 5' I-lT I G!AL CONT 2 G!AL CONT 2 G!AL CONT 4' MIN SFACING! 2 G!AL CONT 5 G!AL --------------------------------------------------------------------------- SI-IRU6S I-lEElE 'AUTUMN G!LORY'I AUTUMN G!LORY I-lEElE I-lELICTOTRICI-lON 5EMFSRVlREN51 ElLUE OAT G!RA55 I-lEMEROCALLI5 X 'MARY TODD'I MAR'r TODD DAYLIL Y MAI-lONIA AQUIFOLIUMI OREG!ON G!RAFE NAND INA DOME5TICA 'MOON ElAY'1 MOON ElAY I-lEAVENL Y ElAMElOO 05MANTI-lU5 DELAvAYII 05MANTI-lU5 * FENNI5ETUM ORIENT ALEI ORIENTAL FOUNTAIN G!RA5S FICEA FUNc;ENS 'G!LOElOSA'1 DUJARF G!LOElE ElLUE 5FUCE FOL YSTICI-lUM MUNITUMI SUJORD FERN RI-lODODENDRON 'DORA AMATEIS'I DORA AMATEIS RI-lODODENDRON RIElE5 5ANc;UINEUMI RED FLOUJERING! CURRANT RUElUS SFECTAElILIS SALMON ElERRY o 5YMFI-lORICARFOS ALElUSI SNOUJElERRY LAvANDULA ANG!U5TIFOLIA LAVANDER GROUND COVERS 1'< I SEED LAWN ," :" ' .. .. :~ ." .. ,. ",' ARCTOSTAFHYLLOS UvA URSII KINNIKINICK Ie" COTONEASTER DAMMERI I IIB' . '=,. ,. r;= ElEARElERRY COTONEASTER 2 G!AL I G!AL 2 G!AL 2 G!AL 2 G!AL 2 G!AL. 2 G!AL 1 G!AL I G!AL IS-21" 2 G!AL 2 G!AL 1 G!AL 1 G!AL I G!AL 1 G!AL CONT CONT CONT CONT CONT CONT CONT CONT CONT CONT CONT El4El CONT CONT CONT, 24" O.C. SFACING! (KINNIKINICK I G!AL. SIZE EXCEFT AT ENTR'r ISLAND UJI-lERE SI-lALL ElE 4" FOTS ., IS" O.C) CONT, 3e>" o.c. SFACING! (LOCATE IN R.O.UJ. UJI-lERE NOTED ALONe; UJEST, SOUTI-l AND EASTERN FERIMETER OF SITE) © 2006 TRIAD ASSOCIATES '\. TRIAD ASSOCIATES 12112115thAve. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com , Land DeVE!lollrnellt Consultants ).. ~ ~ oq: ~ I--.. 0 ~ ~ (..) ...,J CIl ~ <-.) I--.. ~ oq: 0 ~ :t: ).. ffi ~ ~ 0 (..) "'~~' .. Z."."."."."."."."."."."_" : JEFFREY L COx. ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7/19/06 SCALE: BORlZ.:N/A VEIIl.:N/A FINAL E L. cox CATE NO. 556 AMP NOT VillD UNLESS SIGNED AND DATED JOB NO. 03-185 SHEET NO. 3 L50F 13 ~ -----~ PLANTING NO TES Goe:NE~ NOTES -Contractor .hall verlf~ exl.tlng .Ite condition. prior to beginning construction. Notlf~ owner of discrepancies, between plans and actual field condition •. -The contractor .hall be responsible for damage to exl.tlng utilities or Improvemente reeultlng from their work.. Repalre eha II be made at no expenee to t .... owner. -fhe contractor ehall notlf~ t .... owner. repreeentative prior to beginning conetructlon, and .ha II ksep the owner Informed of progre •• of work.. throughout construction. -An~ requirement In the plane andlor notee .hall be con.ldered binding. In case :=,f dlscrepancle. or Items not understood b~ the contractor, the owner e repreeentative ehall be contacted Immediatel~. -Site visits b:l the landscape architect to Inspect progrees of work and Its conformance with the plane .ha 11 be ae directed b:l the owner'e representative. -E:xecute periodic cleaning of the site throughout t .... contract period to remove waste materia Ie, rubbleh, plant containere reeultlng from their work.. -Written dimensions .uper.ede scaled dlstancee. Plmenslon. are taksn from the back of curb, face of building or face of fence. -Refer to architects 4 civil engineering plan. for elte, grading 4 utlllt~ Information. -Contractor shall coordinate their work with all other applicable trades, ae neceeear~. Quallt:l Aeeurance -Work eha II be Ineta lied In conformance with applicable loca I codee and ordinances Flantlng eha 11 be be performed b~ a Ilceneed and bonded contractor -Contractor shall obtain neceooar:l permlto and pa:l reqUired fees. Chemical applications shall be applied b~ IIcenoed applicator. -\..ateot Isoue of American Standard for Nuroer:l Stock publlohed b:l American A •• oclatlon of Nurser:lmen sha 11 be used to grade nurser:l stocl<.. AN51 Z612>.1 -Flant nomenclature ohall conform to that u.ed In New 5unoet We.tern Goarden 1300k current edition. Namee and varletle. not listed In this reference shall be those moat commonlH ueed in the nureer~ trade. ProJect Condltlono -Flantlng operatlone ehall not be conducted under the follOWing conditione, I. Freezing Weather 2. Exceselve l-4eat 3. I-4lgh Wlnde 4. E:xcesslvel~ Wet Condition. Sequencing • ScheduUng -\..and.cape contractor eha 11 coordinate with ot""r site contractor. and owner's representative to develop a .chedule for landscape Installation. -Coordinate with earthwork contractor to e.tablieh appropriate 5ubgrade elevations a. reqUired b~ planting .011 and mulch depths specified herein and on the drawlnge. Flante Frovlde plants a. Indicated on draWings. Quantltle •• hown on draWing. are for contractor'e convenience onl:l. Contractor Is re.ponslble for total number of plante represented graphicall~ or b~ calculation. -Condition, All plant. shall conform to the follOWing minimum requirements, I. Nureer:l grown, unle •• otherwise specified. 2. 5upplled In appropriate container, balled or bur lapped, or bare root as epeclfled on drawlnge. 3. In vigoroue growing condition with full foliage and full~, s~mmetrlcall~ branched t;)plcall:l repre.entatlve of the epecles. 4. Flante .hall meet governing regulatlone concerning peste, weede and disease 4 shall be free from all pe.ts, dl.eases 4 weeds. 0.. Full:l and completel;) rooted, but not rootbound. 6. Flant grading .hall conform to ANSI Z612>.1. -5treet Tree., Uniform In appearance, .Ize and structure. Overelzed Flant., Flants larger than epeclfled size ma;) be used providing height, spread, caUper, and root ball dimensions conform to AN51 Z612>.1. -Flants shall be Inspected b~ the owner'. representative at time of deliver;). Rejected plant •• hall be removed from the site Immedlatel~. l-4:1droeeed -5eed sha II conform to the etandarde for "certified" grade .eed or better, a. outlined b~ the 5tate of WA Pept. of Agrlculture'o "rule. for .eed Certification" lateet edition. 5eed shall be furnished In etandard container •. -Upon owner's requeet, furnish duplicate cople. of a statement signed b~ the vendor certlf~lng that each lot of seed hae been te.ted b;) a recognized .eed teeting lab within 6 month. of dellver~ to t .... proJect elte. -l-4:1droseeded mix shall be a. speCified on the plans -Fertlllzere and amendments .ha II be per the h:ldro.eed euppller -Juri.dlction .hall approve seed mix prior to Inotallatlon. PORTIONS OF NE 114 , SE 114 AND SE 114, SE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. &011. and Mulcr... On 51te etockplled .011 -If available, on-eite stockpile soils ma:l be ueed for planting bed preparation, lawn areae or plant pit backfill. Uee of on .Ite eoll to be coordinated with owner'e repreeentative Soli mix for amending eoll In ehrub bede and lawn areae -2-wa:l topsoil to be approved b:l Owner's Repreeentative. Topsoil .ha 11 be 0.12>% com poet and 0.12>% eand, eand~ loam Or ellt~ sand and shall meet the follOWing specifications 5creen Size (Approximate particle .ize) Tota I Nitrogen OrganiC matter FI-4 range Conductlvlt:l 1/16" maximum 20.% minimum 112>% minimum 0.5-8£) 4 mmho.lcm maximum Topooil mu.t be free of Viable planto, plant parto, or oeedo. Mulch Mulch shall be a compost uniform In color, free from weed seed, sawdust, and .pllnters. Mulch shall not contain re.ln, tannin, wood fiber or compounde detrimental to plant growth. Mulch .hall be a com poet that i. a well decompoeed humu.-Ilks materia I compo.ed of decompoeed gra •• clipping., leaves, branc""', wood and other organiC materia Is, aged for a minimum of 6 month •. Compost sha II be produced at a permitted .olld wa.te compo.tlng facllit:l 5creen Size (Approximate particle .Ize) 1/16" maximum Maturlt~ mea.ure (C,N ratio) 312>,1 Total Nitrogen .0.% minimum OrganiC matt .. r 20.-40.% FI-4 range 0.5-8£) Foreign matt .. r b~ dr~ weight 1% maximum Conductlvlt:l 4 mmhoe/cm maximum FerU Ilzer -Tree., .hrub. and ground cover, I. Formula 4-2-2 "T"" starter" as manufactured b~ Profe.slonal's Choice, Or equal 2. Agriform Tablet., Flantlng tablet. a. manufactured b~ Agrlform Int .. rnatlonal Chemicals Inc., 212>-112>-0. anal:lsls, or equal. l-4~dro.eed, I. As Included with h~drose .. d mix. l-4 .. rblcld ... -Fre-Emergent, Surflan or approved equa I. -Ot""r ""rblcldes shall be approved b:l owner'. repreeentative prior to application. Submit product data and purpo.e of u.e for review. Examination Examine .tte and verlf:l that lin ... , l .. v .. ls, gradee are acc .. ptable and condition of exl.tlng .011 I. read:l to recelv .. work.. -Start of work .hall Indicate contractor'. acceptance of eXI.tlng conditione. Soil Fr"paratlon On elte .oil I. If on Site stockpiled soil Is available for uee In new planting areas, It shall be .ubmltt .. d to a eoll. te.tlng laborator~ for anal:l.I. 2. If ueed, on elte etockplled 5011 shall b .. amended per re.ults of eoll t ... t. Shrub 13ed, I. Frlor to placing eoll mix, .carlf:l 6ubgrade In two direction. and thoroughl~ loo.en to a depth of 12 Inc ...... 2. Flace 6 Inche. of soli mix on .ubgrade and thoroughl~ till Into scarlfl .. d eoil to a d"pth of 6 Inches. -l-4:1dro.eeded or Sod lawn areae, I. Flace 4 Inche. of soil mix on .ubgrade and thoroughl:l till Into ecarlfled .oil to a depth of 6 inc ...... 2. Thoroughl~ till Into top 6 Inch ... of a II .eeded area. soil additives 4 fertilizer. (Rate 4 t~pe a. recommended b~ .eed euppller.) 3. Rake, drag 4 remove rocl<.o 4 debrl. 3/4"+ from top I" of .eed bed 4. Roll to produce a firm finlehed grad .. and IIghtl~ raks to loo.en top 112" of 0011 prior to .eedlng -l-4~droeeeded areae (non Irrigated), I. Thoroughl:l till top Ib Incr... of .eeded area. and add .oil additive. 4 fertilizer. (Rate 4 t:lpe ae recommended b:l .eed ,uppller.) 2. Rake, drag 4 remove rocl<.o 4 debrl. 3/4"+ from top I" of seed bed 3. Roll to produce a firm flnl ..... d grade and lightl~ raks to loo.en top 112" of .,,11 prior to ..... dlng Fine Goradlng -Remove rocl<.o and debrle with an~ dimension larger than I Inch that turned U~J during preparation. -Raks, drag and roll area smooth to establish approved finished grades. Maintain eetabli.h .. d flow lin ... , .Iope. and grade to achieve po.itIV .. draln~g .. allOWing no. puddlee. -Fini.h",d Gorade Requlremente, I. Flantlng 13 .. d Areae, 3 Inchee below adJacent paVing and curbe. 2. &e",ded lawn area., I Inch below adjacent paving and curb •. l-4:1dro.", .. dlng -Wat .. r area to a depth of 4" prior to h:ldro ... edlng -Spra~ elurr:l onto flnl.h grade at .uch an angle to aid In embedment of oeed -Contractor eha II clean excess slurr:l from plante, paving and etructure. Tree • 5hrub Flantlng -Excavate plant pit. to .Ize. Indicated on draWing •. -Inotall root barrier on 'peclfied trees per manufacturers Instructions. Po not plant until direction concerning po.ltIV .. drainage I. given b~ genera I contractor. F .. rtillze plant pit. at planting with Agrlform tablet., 212>-112>-:', or equal Application rate .hall be per manufacturer's Inetructlon -&et plumb face for beet appearance. 5et.o root crown will .ettl .. to appropriate level related to eurroundlng flnlehed gradee aft .. r .eWlng has oc.curred. -Wc;terlng, Con.truct water ba.lns and thoroughl:l water plante Immedlatel:l after planting. -Reetore flnl.hed grades b~ hand raking. Leave water ba.lns In place. -Flace 'peclfl .. d mulch and hand raks .mooth -Fertilize b:l :opdr .... ing n .. w .hrub and tree planting, with Prof", •• lonal. Cholc .. -The 5tarter 4-2-2, or .. qual Application rate shall be per manufacturer'. In.tructlon -5take tree. a. Indicated Tn detaile. -Goroundcover planting ehall begin at the following dletance. from other elte .. Iemente 12" from drlplln .. of conifer., 24" from trunk of declduoue tree, 18" from out .. r branc""s of shrubs, 18" from adJacent hard .urfaces Pr .. -Em .. rgent l-4 .. rblclde -Appl~ In accordance with manufacturer'. recommended ratee and procedure •. Appl~ to soli of all planting areae prior to placement of mulch. Mulching Appl~ 2 Inche. (compacted depth after watering) of epeclf(ed mulch to flnlehed grade In all ehrub and groundcover bede. -Thoroughl~ wat .. r mulched area. to eneure mol.ture penetration to the eoil. INSFECTION, GoUARANTee 4 MAINTeNANCE -Keep ar .. as of work clean, neat and orderl~ while work Is In progress. The \..andecape Contractor .hall contact th .. owner'. r .. pre.entatlve prior to beginning construction. Piscrepancies or other probleme shall be resolved at thl. time. -Maintenance p .. rlod ehall begin upon In'pectlon and approval b~ owner's r"pre.entatlve, and .hall be for 1212> calendar da:l" Malntenanc .. of new planting shall con.lst of watering, cultivating, we .. dlng, mUlching, re.ettlng plant. to proper grade. or upright poeition, re.toratlon of the planting saucer, and furnlehlng and appl~lng euch .pra~. and Invlgorants as are neces.ar~ to ksep the plantings free of Insect. and dieea ... and In thriVing condition. -Flant material .hall be In thriVing condition one ~ear from date of final acceptance. -Replace new plant material Which has loet 312>% or more of t""lr normal foliage. ;;:; l: .- til Q , , .Q iil o Tf<!;10 STAKe: F'f<I'VAI~INGo ~IWOT!3A~~ WIND • ~TF<UNK F~AN· TF<EE STAKE NOTIO, F~ANT Tf<!;105 I" 1-I1"'14~F< TI-IAN DIOFTI-I ",f<OU,N IN NUf<51OF<Y Tf<!;10 FIT 5I-IA~~ NOT 1310 ~~55 TI-IAN (2) TIMl:S f<OOT !3A~~ D IAMIOTIOF< Tf<!;10 ST Al<J:S FEOF<Fl:NDICU~AF< TO Ff<I:VAI~ING WIND 't/-----12 c.A. Wlf<!;, TWIST TO TIGII-ITS' '----HI-----In" DIA !3~ACK F<U!3!31OF< I-IOSIO TYF. NOTIO, Tf<!;105 5' TA~~ AND 51-10F<TIOF< DO NOT f<!;QUIf<!; Tf<!;10 5TAI<.!:S UN~~ee NOTIOD OTI-lIOf<UlI51O r-Ill-----CUT A~~ TIES AND FOLD !3ACK ElIJi<tLAF Ff<OM UF'FI:F< 1/3 OF f<OOT !3A~~. f<!;MOVE: A~~ F~ASTIC AND TWINE ~--------2" MULCI-I ~A...-e:F< lrJt:t~~~~~~~~~'fd1Ei~---------3" WATEF< !3ASIN '---SFEOCIFIED SOI~ MIX AND FEf<TI~I~EF< +--.f< ________ ::J:----f<!;COMFACTED NATIVE SOI~ 4" 2X MIN DIA. f<OOT!3A~~ TYPICAL DECIDUOUS TREE PLANTING NOT TO SCALE • Tf<!;E STAI<.!: NOTE, FF<EVAI~ IN'" GF-f<OOT!3A~~ , Tf<LiNK WIND Tf<!;ES 5' TA~~ AND 5I-IOF<TEF< DO NOT F<EQUIF<E Tf<EE 5TAI<.!:& UNLIOSS NOTIOD OTl-lE:f<UllSIO • TF<EE STAI<.!: FLAN NOTIO, F~ANT Tf<!;E& I" I-II"'I-IER TI4AN DEFTI-I """'OlIN IN NURSERY Tf<EIO FIT &I-IA~~ 1310 NOT ~IOee TI-IAN 2 TIMl:S IWOT!3A~~ DIA.. WATEF< TI-IOF<OU6l-l~ Y AFTER F~ANTINGo Tf<!;E &TAl<J:5 FEORFENDICULAF< TO Ff<I:VAI~ING WIND -----12 ",A. Wlf<!;, TWIST TO TI"'I-ITEN 1------112" DIA. !3LACK f<LiI3l3EF< I-IOSE TYF. 1-"'----2" x 2" CC:DAr;.:: 5iAKCS "G,~~~(:~,~~~r/w----CUT A~~ TIIOS AND FO~D !3ACK ifi !3Ui<tLAF AND !3ASKET Ff<OM UFFEOR 1/3 OF f<OOmALL. f<!;MOVE A~~ F~A5TIC AND TWINE r-----2" DIOFTI-I MU~CI-I ~AY~F< ~~~~~~f~i~;--3" WATEF<ING !3A5IN r~~::JIj11 *l~TIJ~ngmtg[~~~ffittrrhlIL---5FEOCIFI~D 501~ MIX AND FEf<TILlZl:F< '-+----f<!;COMFACTED NATIVE SOI~ 4" 2X MIN DIA. f<OOT!3A~~ TYPICAL CONIFEROUS TREE DETAIL NOT TO SCALE CUT A~~ TIES AND FOLD !3AcK !3Uf<LAF • 6ASKET FROM UF'FI:R 1/3 OF f<OOT !3A~~ OF< f<!;MOVE F~A6TIC CONTAINER. F<EMOVE A~~ TWINE Ff<OM F~ANTIN'" FIT. 3" WATE~ eASIN J'h=---2" MU~CI-I ~AYEf<, Ke:EF MU~CI-I 2" FROM Tf<LiNK ·'S".Jn1J.h.----SFIOCIFIIOD F~ANTING MIX AND FEf<TILI~IOF< ,gi+-----5CAF<IFY SIDES AND !30nOM OF F~ANTING FIT TO A~~OW FOI< f<OOT FENETf<ATION .Q+_4f~~atfe1+i'0Me+41\\~..i~~fi."~---f<!;COMFACTED NATIYf'; 50IL &" TYPICAL NOT TO SCALE EQ ! SHRUBI PLANTING DETAIL NOTE, A~~ GlRQUNDCOYf';R!5I-IF<U!3 SFACING 5I-1A~~ 6E IOQUIDIST ANT UN~E6S OTI-IEf<UJISE enCIFIIOD. DISTANCIO ON CENTEF< A5 SFIOCIFIED 5TAF<T FIf<5T F<OUJ OF F~ANTINCo AT 112 TI-IE: FEf<FENDICU~AF< SFACING l3ETWEEN f<OUIS EDGIIO OF F~ANTINGo Af<!;A TRIANGULAR PLANT SPACING NOT TO SCALE ©2006 TRIAO ASSOCIATES " TRIAD ASSOCIATES - 12112115thAve. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800,488.0756 toll free WNW.triadassoc.com Lanli De'Jeloplllent COI)sultOlllts CI) :::! ).. ~ ~ ~ q: ~ ~ ~ 0 ~ (.) q: CI) CI) ~ (..) ~ 0 0 ::t: )... <= re (,,'J ~ ~ ~ t--: 0 <= (.) q: ~ ~ e ~ 0:: ~ ). j... ... (,) ~ ,.., "" ~ ~ ~ '" (; " hl " 15 I'! I'! ~ ~ ~ ~ Z § § ~ I ~ ~ ~ o " ~ ,;.: ~ ~ ~ "" ~ ~ ~ ~~S • Q a.~~ ---R ~~~k1<J<l<]: Z""~' .. r '''; MICHAEL L. MA TIIESON. PE PROJECT MANAGER MICHAEL A. MOODy' PE PROJECT ENGINEER JEFFRE:Y L cox. ASLA PROJECT LANDSCAPE ARCHrTECT FIRST SUBIHTIAL DATE: 7/19/06 SCALE: HORIZ.: NA VKRT.: FINAL JOB NO. 03-185 .~ _______ ~ __________________ . 0 f.' o :s L60F 13 : ~ _____ 3 SHEET NO. / / v ; I I' PORTIONS OF NE 1/4 , SE 1/4 AND SE 1/4, SE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. --------- ! , --------- o EXI&TING GlRADE CONTOUR (TYP) '... .. 'I f 1 f J .. ' EXISTING TREE LEGEND "0, .. I I ",. ! ! I ~ / ,," ". ;;"'~J;,'" , ./ ,/ &PECIE& OF EXI&INGI TREE& ON &ITE 6" AND GlREATER NOT CON&IDERED A& PROTECTED TREE&. 6"M:) \ 46"F l ~I?-EXISTINGI TREES ON SITE 6" AND GlREATER 6UT LES& THAN 8" . 1\ TO 6E REMOVED. EXI&TINGI TREE& ON &ITE 6" AND GlREATER 6UT LES& THAN 8" TO REMAIN 8"B 'J1!!"c °IA "PROTECTED" TREE& ON &ITE PROPOSED TO 6E REMOVED ~"F "PROTECTED" TREE& ON &ITE TO REMAIN IF FO&SI6LE 14~ 12:k, ~) ~ "PROTECTED" TREES ON SITE PROPOSED TO 6E RETAINED ""'-LAPPROXIMA TE TREE DR/PUNE (T'rP ) A ALDER B 61RCH C WE&TERN RED CEDAR CY CHERRY CO T COTTENUJOOD D F H M p DECIDUOUS DOUGILAS FIR HEMLOCK MAPLE PINE HOQUIAM A VENUE NE .... ~ \ j 50 ~ Cj o j I / '/ ' I ; j I I . / ' ! j I ! . , 20 .~ 4)6 -41)f\ , '. I I / I I ,,0" I :.,. I I TO 2i JERICHO A VENUE SE TREE CALCULA TlONS TREE RETENTION REQUIRED ON &ITE FER CITY OF RENTON POLICY DECI&ION ((1)?;1(1)91(1)6) 6A&ED ON INTERPRETATION OF RMC &ECTION 4-4-13(1)H4 AND 1 NUM6ER OF EXSITING TREE& 6" AND GlREATER CLAS&IFIED A& NOT PROTECTED &PECIE&, NUM6ER OF EXSITING TREE& 6" AND GlREATER 6UT LES& THAN 8", EXISTING ~'PROTECTED" TREES (8" AND GlREATER) ON SITE, TOTAL TREES ON &ITE (6" DIAM. AND A60VE), * 1&1 1&8 321 2&% OF "PROTECTED" TREES REQUIRED TO 6E RETAINED ON SITE = 2&% OF 321 = 8(1).2& / 8(f) TREE& PROPOSED "PROTECTED" TREES TO 6E RETAINED ON SITE. 91 TREES (210%) FOTENTIAL EXISTINGI TREE& TO REMAIN ON SITE (IN ADDITION TO PROTECTED TREE& PROPO&ED To 6E RETAINED), ?;(1) TREE& NOTES 58 / / --7-~+---------l--------- 37 .' I . , . o il-------J ~ 1 ~. I I 1 I 1 ;, J ~ --.,.. ------------------~ J4 ! , :' , ) , '/--hl \ SCALE: 1" = 50' o 25 50 100 ~! I I iiiiiiiiiiIiiI~1 L 2&% OF ALL ~PROTECTED TREE&" ON THE &ITE MU&T 6E RETAINED. CITY OF RENTON POLICY DECI&ION). (FER *2. FROTECTED TREE& ARE THO&E TREE& WITH A DIAMETER OF 8 INCHE& OR MORE A& MEA&URED AT 45 FEET A60VE THE GlROUND, LE&& ANY CITY DEFINED NOXIOUS TREE SPECIE& (PER CITY OF RENTON POLICY DECISION). 3. WHEN THE REQUIRED 2&% OF FROTECTED TREE& CANNOT 6E RETAINED, THEN THE PROTECTED TREES THAT ARE REMOVED MU&T 6E REFLACED WITH NEW TREES AT A RATIO OF I TO I (FER CITY OF RENTON POLICY DECI&ION). 4. FOR CITY REQUIREMENT& OF TREE INVENTORY ALL TREES A60VE 6 INCHES IN DIAMETER ON SITE HAVE 6EEN SHOWN. (PER CITY OF RENTON FOLICY DECISION). PROTECTED TREE& ARE THOSE TREES INTICATED DIFFERENTLY ON PLAN WITH 60LDER LINE LUEIGlHT. h! , \ I I I I I I I I ~ ~) I ,+ -' I I , ,~, J -~~4...0~-== .... 1 I ------"",W, , , J , , ' / I ' I' id'ilillll'!! I I • I / i;:~i\H![:lI : I ' I • I i ' ;. I I' :1 ; © 2006 TRIAD ASSOCIATES 12112 115th Ave. NE Kirkland, WA 9B034-6923 425.821.8448 425.821,3481 fax 800.488.0756 toll free www.triadassoc.com , L a 11 dOe vel u I-' III e 11 teo '11 S LI I tan t s JEFFREY L COX. ASLA PROJECT LANDSCAPE ARCBfTECT FIRST SUBMIITAL DATE: 7/19/06 SCALE: HORIZ.: '·~50· VERT.:N/A FINAL STAMP NOT VAIJD UNLESS SIGNED AND DATED JOB NO. 03-185. SHEET NO. ~ L70F 13 ~ ____ ... 8 ;'~~~~ " .. IF; /) L ~." -~.~ ~~~. "' ·,,-t~~< ~~, .... , ~c ,~ " ([:1\...1 ~~~~ ..... -~ ~ .... ,.E,~:::.::~~::::: l:~~~~~j '''~~, Ail ~~~" ~ ... •.•.. , it' ( d ~ , ; \ I 1\ ! TRACr I-.. ~ Sewer lift statibn I : j / ... , , ) ! I , I I! " g I r I ' . , I, i I I ++--------- I ( .1< .~ ", ...... . j/ ., , I I ! I j .$ .. PORTIONS OF NE 1/4 , SE 1/4 ------ TRACTH Detention 14 • • / / , / I "') J / / AND SE 114, SE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. ---------lE ~ 'Ii j I " , , ! / I / IRRIGAnON . """. #Z."-,,,-~ . 16 STATIONS TRACT E 1" IRRIGA TlON AND BACKFL / / / / / jr<i. t= / -1/# J ~~ ----r=" , ...... ~~~~ .. .. ........ MM. ~ ( ADJUST A TERALS IN FIELD 7i A VOID EXIS,TlNG TREES / t ~J () (J ::> --t;'~ /9 .\\ '\ ,. , 1 1 £\ , , ~ ~ -IRRIGA TlON. ~ I CON TROLtER • .. ..... '1 ~ , 1 ! i ! / '----~{ ~ " METER' .--#1.'16 .!. lrHil "STA TIONS Iii .• " .... ~ ...... , PLA CL IN '1 TRACT F i j'. SCALE: 1" = 30' o 15' 30' 60' ~, .' I_~I . IRRIGA TlON METER BACKFLOW . I :. NO.1 .. ...... / .. / , . , I·····~~~=::-.7tf-~.= ..... == .. == r NOTE: SEE SHEET L 11 FOR IRRIGATION LEGEND. ~~~~~~ar~~~~"~~-J -0- -- © 2006 TRIAD ASSOCIATES \. TRIAD ASS O_C I ATE S 12112 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com Land Uevelopillen1 CO)lsult8l1tS J£FFR£Y L. COx. ASlA PROlECT LANDSCAPE ARCHITECT FIRST SUBMl'ITAL DATE: 7/19/06 SCALE: RORIZ.: '·~'0' VER'l.:N/A FINAL E L. cox CATE NO. 556 AMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-185 :;: L80F 13 : ~ ----... ~ SHEET NO. ------------ " I , ............. ____ . ~~~J :h j "'.! ... ~.J. .. _ ! i ~,···a/'iP- i ~ i Utility at / r ,," ff ", 0 ~ • "_., , ........ , 0.t, PORTIONS OF NE 1/4 , SE 1/4 AND SE 1/4, SE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. ~~~ ~[}=I]~~1r L.~S3 I - \ ( /1' \ / , / .. •• ,' 0 _ ., / 1 j ( / I I i " -' "c6ry'TRoLLER , ",116. PLACE / .' 1 n IRRIGA TlON METFfR~ AND BACKFL i \ I I ,c / ADJUST TERALS IN , FIEI,.D ,A VOID I='YIC::TlNr., I TREES \ / / I IRR'/(;A TlON PIPINQ _---I-~ TO PROTECT TREES,'" .. / o t \ ·t , .• ~L .••.... t~~ \ SCALE: 1" = 30' i; : \ , 1 15' 30' 60' I I __ ~I 'j , , -->. 'i' /1 *" ," '" ' /' ! --' , , ~'+-+-TRACT I Open Sf '" ,~ ... "', /-•~,i'71:';~'~"~:;O!!@i/~I;='~ )fO , ••••••••• , ••••••• _ .. ~_~ ____ ~~m NOTE: SEE SHEET L 11 FOR IRRIGATION LEGEND. © 2006 TRIAD ASSOCIATES '\. TRIAD ASSOCIATES 12112115thAv9. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com , LBlld Devel0I.lIllBnt Consliitants MICHAEL L. MA 1HESON. PE PROJECT MANAGER NICK A. YINGER. PLS PROJECT SURVEYOR MICHAEL A. MOODY. PC PROJECT ENGINEER JEFFREY L. COx, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMlTIAL DATE: 7/19/06 SCALE: HOm.: 1"=10' VERl.:N/A FINAL E L. cox CATE NO. 556 TAMP NOT VALID UNLESS SIGNED AND DATED I JOB NO. 03-185; SHEET NO. j LgOF 13 ~ _____ ll EP STREET SYMBOL EB o PORTIONS OF NE 1/4 , SE 1/4 AND SE 1/4, SE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. LAN DSCAP FROVIDE COTONEASTER GROUNDCOVER i I \ \ " ) 1\ IN RO.W. AS NOTED 536 j7~1~~f~~<LJii'" Ir/2 I ~UTILITY 1,1. EASEMENT I I ./0 14 \: I \ .0. W. PLANT LIST BOTANICAL/COHMON NAME FYRUS CALLERYANA 'REDSFIRE'/ REDSFIRE FLOWERING FEAR FRUNUS SERRULATA 'AMANOGAWA' I ) COLUMNAR AMANOOAWA ORNAMENTAL CI-lERRY COTONEASTER DAMMERI / BEARBERRY COTONEASTER ./ 13 7 6 5 I • SIZE CONDITIONIREMARI<S LA. IrT'Y", , 17 , \ \ ,.. " \.. 3 I / / / \ \ '\ \ '\ \ \/'8 \ \ ~o". \ \ \ \ LALIJN Lt~~';~C~~::F STRIF, SEE BELOW REGARD I IRRIGIATION (TYF) 53 . 19 PROFOSED LANDSCAFE AREAS .26 20 1-1/2" CAL. SINGLE TRUNK, FULL, WELL-BRANCI-lED, MATCI-lED,B4B WETLAND/STREAM MITIGATION AREA BY SEWALL LlJETLAND CONSULTING, SEE MITIGATION FLAN FOR DETAILS. 1-1/2" CAL SINGLE TRUNK, FULL, WELL-BRANCI-lED, MATCI-lED, 13413, (DO NOT LIMB UF TI-lIS SFECIES AS ITS f-lABIT IS NARROW AND LIMB GROWTI-l IS TIc;,I-lT TO TI-lE TRUNK) DROUGf-lT TOLERANT VARIETY, LOCATE IN ROW. FLANTER STRIFS AND 50' WITI-lIN FRONT OF LOT YARDS AS SI-lOLIJN. I c;,AL CONT, 3<Z>" O.C. SFACINc;, (LOCATE IN RO.LIJ. WI-lERE NOTED ALONG WEST, SOUTI-l AND EASTERN FERIMETER OF SITE) PLAN /55 56 ,/ LALIJN LA~4bE,CA,FE STRIF, SEE NOTE ING IRRIGIAT ION 28 27 29 21 , 3rt 31 32 33 57 \ I /58 38 37 , . :36 I 35 ~ ACCESS/UTILITY rEASEMENT 34 , ; : I I I I MIN. DISTANCE FROM CENTER OF STREET TREES TO NEAREST EDGE OF VERTICAL CURB SI-lALL BE 4'. Wf-lERE STREET TREES ARE LOCATED BETWEEN CURB AND BACK OF SIDEWALK TREES SI-lALL BE CENTERED. STREET TREES SI-lALL BE LIMBED UF TO 50', UNLESS OTI-lERLlJISE NOTED, AND STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC. STREET TREE LOCATIONS ARE AFPROXIMATE, vERIFY DRIVEWAY, STREET LIGlf-lT 4 UTILITY LOCATIONS FRIOR TO TREE INSTALLATION. NUMBER OF STREET TREES MAYBE REDUCED BASED ON FINAL LOCATIONS OF TI-lESE SITE ELEMENTS. NUMBER OF STREET TREES AND TI-lEIR LOCATIONS FROvlDED ARE NOT ONLY DETERMINED BY JURISDICTIONAL REQUIREMENTS BUT ALSO ANY UTILITY CONFLICTS OR OTI-lER SITE CONSTRAINTS SUCI--I AS DRIVEWAY LOCATIONS. IRRIGATION NOTE, 5 FOOT REQUIRED FRONT YARD LANDSCAFING TO BE IRRIGATED VIA AUTOMATIC SFRINKLER SYSTEM DESIc;,NED/INSTALLED UFON INDiviDUAL I-lOMES CONSTRUCTION. ~---------~--------- ! ; FROVIDE LALIJN IN Ro.W. AS NOTED (TYF) I L 59 39 ',60 STRIF, SEE ",,...,,.¢ REGARD ING I~I"IIGA . , I I SCALE: 1" = 50' { '} SHEET INDEX !~ ~ !I~ I::C;: I • 1I L2 L3 L4 LS L6 L7 Cover sheet & street tree planting plan Open space & recreation tracts planting plan L8 -1I1 1I2 1I3 Storm water pond planting plan Site details Plant list Planting notes and detail Tree retention plan Irrigation Plan Irrigation details Irrigation notes © 2006 TRIAD ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034·6923 425.821.8448 425.821.3481 fax 800.488.0756 toll fr .. www.triadassoc.com Land Delfelopment Consultants MICHAEL L MA THESON, PE PROJECT MANAGER MICHAEl. A. MOODY, PE PROJECT ENGINEER JEFFRE:Y L. COX, ASiA PROJECT LANDSCAPE ARCHITECT FIRST SUBMl'ITAL DATI:: 7/19/06 SCALE: KORIZ.: 1·~50' VERT.: FINAL E L. cox Cli E NO. 556 TAMP NOT VALID UNLESS SIGNED AND DATED . _. JOB NO. 03-185 ----------------------~ SHEET NO. L 10F 13 J _____ 1 I. i , PORTIONS OF NI; 1/4 , SE 1/4 NO SE 1/4, SE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. \, -- ENTRY & TRACT B OPEN SPACE SCALE I' = 10' SITE FURNISHING & SITE LA YOUT NOTES SITE FUF<NISl-lINGS -ElENCl-lES. FICNIC TAEILES, ElASKETElALL EQUIPMENT AND FLAYGF<OUND SUF<FACING AVAILAEILE AT SITELINES (Fl-lONE-.e1Zl1Zl.&4I£181i'>'9) INSTALL ALL SITE FUF<NISl-lINGS (A5 NOTED AEIOVE) FEF< MANUFACTUREF<5 RECOMMENDATIONS, AMEF<ICAN DISAElILlTIE5 A5S0CIATION AND CITY OF F<ENTON REQUIREMENTS IT 15 Tl-lE RE5FONSIElILITY OF Tl-lE CONTF<ACTOF< TO INFOi"<M Tl-lE OWNEF<'S REFF<ESENTATlvE OF ANY CONFLICT5 IN Tl-lESE REQUIREMENTS 5UElMIT MANUFACTUF<EF<S CUT Sl-lEETS OF ALL ITEM5 TO ElE INSTALLED FOF< AFFF<OvAL ElY OWNEF< FF<IOF< TO INSTALLATION INSTALL 51TE FUF<NISl-lINGS FLUMEI, LEVEL AND F<IGID. METAL FITTINGS NOT SUFFLIED ElY MANUFACTUREF< 5l-lALL ElE GALVANIZED. ALL ENDS OF ElOLT5 NOT UNDEF< MANUFACTUF<EF<5 SFECIAL TF<EATMENT ARE TO ElE ElALLFEENED OF< OTl-lEF<WISE RENDERED T AMFEF< FF<OOF. FILE OF< GF<IND ALL 5l-lAF<F EDGES, TO ElE SMOOTl-l OF< FLUSl-l LOCATION FF<OM CONCF<ETE EDGE OF ALL FLAY EQUIPMENT AND ElETWEEN EQUIPMENT 5l-lALL ElE FEF< MANUFACTUF<EF< 5AFETY ZONE REQUlREMENT5 5TAKE ALIGNMENT AND LOCATION5 OF ALL 51TE IMFF<OVEMENTS (INCLUDING FATl-l5 AND SITE FUF<N15l-l1NG) FOF< F<EVIEW ElY LAND5CAFE AF<CI-lITECT AND OWNEF<'5 REFF<ESENTATIVE FF<IOF< TO INSTALLATION. INCOF<RECTL Y LOCATED WOF<K Sl-lALL ElE F<EMOVED AND F<EFLACED ElY CONTF<ACTOF< AT NO ADDITIONAL COST TO Tl-lE OWNEF< WALK LAYOUT Sl-lALL ElE SUCl-l Tl-lAT CUF<VES AF<E TANGENT TO ONE ANOTl-lEF<. VEF<IFY Tl-lAT SUOOF<ADE l-lAS ElEEN FF<OFEF<L Y COMFACTED. WOF<K 5l-lALL GUAF<ANTEE AGAIN5T 5ETTLEMENT FOF< ONE YEAF< , ! ! SCALE: 1" = 1 0' o 5' 10' 20' ~! I~I--~I ~-ENTF<Y ISLAND LINED WITl-l GF<ASS CELL FAVEF<5. FLANT WITl-l 4" FOTS OF KINNIKINICK ., 18" O.c. (TYFJ FUTUF<E ENTF<Y MONUMENT LOCATION / TRACTS E&F RECREATION SITE FURNISHING LEGEND ITEM MANUFACTUF<EF<lMODEL • . 'G:;j' . ,{Jur} . . •.... . .. :~ -.-'0' .:: . .... TRACT ~"""--\/ . Recreafio.n /' •• • '. .: "" <'! ", .. ' PICNIC .' .TYFICA~·· ... ' .. ,' .' .. : . . i . '.: FICNIC TAEILE FAIF<WEATI-lEF< -F-3 (3 5EAT) -3<&" ACCE551E1LE TAElLE, 2 X 4 WOOD ELEMENTS. ElLACK FF<AME, INGF<OUND. ElENCl-lES FAIF<WEATl-lEF< -CA5CADE 5EF<IES CA-2 (CONTOUF< ElENCl-l) ElLACK FF<AME, WOOD ELEMENT5 Ii'> , LENGTH INGF<OUND. Cl-lILDF<EN'S FLAY AREA FLAY EQUIPMENT TO ElE Cl-l05EN ElY OWNEF<'S F<EFF<E5ENTATIVE. SCALE I" = 10' / , ;ROAD C \ \ \ \ \ I KEY MAP NOT TO SCALE TRACiF ·Cl-lILDREN'S ./FLAY AREA . I i CI ~ / Q:: Q ~ .... , " " - © 2006 TRIAD ASSOCIATES " TRIAD ASSOCIATES 12112115thAve. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com . L<lllrllJ8velupment Consultants C'! q: ~ (!) ~ j...; C'! q: ~ ).. .... C'! ~ (.) ~ q: ~ ~ <::) ~ ~ (.) (J) <::) ~ (.) j::: ~ <::) ::t: ).. ~ (.) ffi :t: ~ ~ CI) ~ <::) (.) q: ~ Q.. ~ ~ ~ NICK A. YINGER, P~S PROJECT SURVEYOR MICHA£L A. MOODY..P£ PROJECT ENGINEER JEFFR£y L. cox. ASLA PROJECT LANDSCAPE ARCBrrECT FIRST SUBMI'ITAL DATE: 7/19/06 SCALE: HORI!,: 1'=10' VER'/,:N/A FINAL JOB NO. 03-185 L20F 13 ~ _____ 8 SIIEET NO, , . " " I en <Xl " " '" 1: .Q I Q ~ " '" -" ~ I en <Xl :3 ~ I en <Xl "' '" ~ I en <Xl " '" § I "-en <Xl " '" " Lc I ~ " '" V) QJ I Q en <Xl -'" '" ",' '" oj 2 '" • '0 i" ~ I "' OJ "' '" -~ i} c {J " E.'i 0-"'-'" 0 .:.:~ -~ " I ~ I"-.~ '" '" '" . ,,3- ['Q~ ~ "'-"' '" o~ ~f::2 " ""," ,'-5 "a ilQ: " Q ,,- '~LJ / l ~.i , I" I . i )' lj . /~~' I .. _L I I I I I I ,('J 'IX: ! (I' . ) ( ! r.J "I I I I I I !,..,,~) \. . , , ! ! . J':> // 'I / I CJ :t: \) I / ! .! , I I • ( SCALE: 1" = 20' o 10' 20' 40' ' ... 1 1_1iiIIijj1 PORTIONS OF NE 1/4 , SE 1/4 AND SE 1/4, SE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. I TRACT I I Sewer lift statiori /' STORM WATER POND PLANT LIST IIIII IIIII IIIII + + + + + + + + + + + + + + + + + + + + e:.AUL THE"'IA 5HALLONI 5ALAL SALIX SCOULERIANAI SCOULE'" UJILLOUJ COF<NU5 5eRICEAI REP TUJIe:. poc:.WOOP 1 e:.AL. 4' OC 18" HTI 4' OCIBARE ROOT 18" HT I 4' OCIBA!=<!E "'OOT A"'CT05TAPHYLL05 UVA UF<511 1 e:.AL. 2' OC KINNIKINNICK , . I cu········· - - - - - - - - - -- - ---- - --- - - --- PHY50CAF<aFU5 CAPITATU51 PACIFIC NINE SAF<K HOLOPI5CU5 PISCOLOF<! OCEAN 5PF<AY / / / / / : / / : / 5PAF<G!ANIUM EME"'5UMI / /.: / / NA"''''OUJLeAF Bu~ep - 18" HTI 4' OCIBAF<e "'OOT 18" HT I 4' OCIBA!=<!E "'OOT TUSeF<5/18" OC ;ljl-----1- I " ! - PLANT LIST SYMBOl.. FI..ANT NAME DECIDUOUS TFi£E FF<AXINU5 LATIFOLIA I O!=<!EGON A5H __ -1POPULU5 T"'ICHOCAF<FAI SLACK COTTONWOOP ACE'" MAC"'OPHYLLUM I SIG LEAF MAPLE CONIFE~OUS TFi£ES ~ P5EUPOTSUG.A MENZIESII I V POUe:.LAS FI", ~THUJA PLiCATA I W UJESTEF<N !=<!EP CEPA'" e.1-I~es (9 "'ISES 5ANe:.UINEUMI "'EP FLOUJE"'INe:. CURRANT o ACE'" CI"'CINATUMI viNE MAPLE Q CO"'YLU5 COF<NUT AI UJESTeF<N HAZLENUT @ COF<NU5 5e"'lceA I !=<!EP OSIE'" poc:.UJOOP 0 5YMPHO"'ICA"'POS ALSU5 I 5NOUJse",,,,Y 0 ",USU5 5pecT ASIL 151 5ALMONBe"''''Y SIZE COND ITION/REMA~S 4' HT., MIN. SA!=<!E "'OOT/CONT lIZ!' MIN 5PACING 4' HT., MIN. SA!=<!E "'OOT ICONT lIZ!' MIN ef"ACING 4' HT., MIN. SA!=<!E "'OOT ICONT lIZ!' MIN 5PACINfG " ' 4' HT., MIN. S • S/CONT 4' HT., MIN. S • S/CONT lIZ!' MIN SPACING 18" HT., MIN. SA!=<!E "'OOT ICONT 4' MIN Sf"ACING 3' HT., MIN. SA!=<!E "'OOT ICONT 4' MIN SPACING 18" HT., MIN. 6A!=<!E "'OOT ICONT 4' MIN SPACING 18" HT., MIN. SA!=<!E "'OOT ICONT 4' MIN SPACING 18" HT., MIN. SA!=<!E ROOT ICONT 4' MIN SPACING 18" HT., MIN. SA!=<!E "'OOT ICONT 4' MIN SPACING. \ , \ \ © 2006 TRIAD ASSOCIATES • \. TRIAD ASS O_C I ATE S 12112115thAve. NE KirKland, WA 98034·6923 425.821.8448 425.821.3481 fax SOO.4i!l!.0756 toll ~ee WWW.frtadassoe.com LiJnd Development Consultants NICK A. "IINGE:R, PLS PROJECT SURVEYOR MICHAEL A. MOODy, P£ PROJECT ENGINEER FIRST SUBlII'1'rAL DATE: 7/19/06 SCALE: BOlilZ,: 1'=20' VER'l.:N/A FINAL L. cox NO. 556 Ih'TAMP NOT VAJJD UNLESS SIGNED AND DATED , , . JOB NO. 03-185 SHEET NO. ~ L30F 13 ~ -----~ PORTIONS OF NE 1/4 , SE 1/4 AND SE 1/4, Sf: 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. 2% FITC14 DUMM, JOINT (1/4" X 2" WIT14 FF<l:MOLDED JOINT MATERIAL" 12' O.C) I' " 2" X 4" eQUALL, SFACED" ':I" O.c.-------~ IlZ'xllZ'xl&xl& W.W.M-~ ~-----CONcReTe FAvINe:. (MEDIUM BROOM FINIS14 UNLESS NOTeD) TOOL MARl<£> (1/4" Ve:.ROOVES .. 4' o.c. BETWEEN DUMM, JOINTS) SLOPE 2% TO DRAIN COMFACT SUBe:.RADE T'F. O CONCRETE PA VING/WALK A---------NOT TO SCALE MATERIAL NOTes, WOOD 5URFACINc:. 514ALL BE FIBAR ENe:.INeeRED WOOD FIBER (OR eQUAU (12" COMFACTED DEPT14), WIT14 TWO (2) LA,ER€> OF e:.EOTEXTILE FABRIC DRAIN ROCK FOR 5UMF5 AND FeRFORATED FIFe BACKFILL, 4 X e e:.RAVEL MeET INc:. T14E FoLLOWINe:. e:.RADATION, 51EVE SIZE 14 FERCENT FA55INe:. 4 e 110 IIZ'I2> ':II IS 2 FERFORATED DRAIN I"'IFE, 4" DIAMETER AD5 FEF<i"ORATED FOL ,ET14E,LENE FLASTIC DRAIN FIFE. ,-------CONCRETe WALK CONCRETE MOW BAND r---(MEDIUM BROOM FINI514) "4 REBAR CONTINUOU5, T,F (CENTER IN ElAND) ,---FIEIAR ENe:.INEERED WOOD FIBER SURFACINe:. MATERIAL OR AFFROVED EQUAL r---QUILINE (e:.EOTEXTILE FABRIC) 3" DRAIN ROCK COMPACTED SUEle:.RADE ··->k-4n~?~P=s.i2Y 3"' " . 4t. ~.k--!IiL.,t:=:~4--------FERFORATED -DRAIN FIFE CONNECT TO . '. STORM 5,STEM FER CIVIL ENe:.INEERINe:. FLANS 3" ---------------COMFACT 5U6c:.RADE 3" O PLAY AREA SOFT SURFACE AND CONC, EDGE B--------NOT TO SCALE ~ N. 1 MEDIUM ElROOM FINI514 PLAN BENC14 CARR, TOF LEVEL I/~---BENC14 ~ FINIS14 e:.RADE r f.lEIGf.lT FER MANUFACTURER RECOMMENDATjON / I =";Wl '.'" " .' • . " " . .. .".. :. .\51 .. 1: :UlU I1II rPfl 11111 11111 11111 11111 11111 III~ 1IIIHoEI ""-----COMFACT SU6c:.RAc:.E T'F. -, IIII I1III IIIII IIIII IIIII IIIII IIIII IIIII II' "I I11II IIIII III11 1IIII 11111-I" , , , I I III ' ,- SECTION r - N "' I I I I LJ id.12" I I I 11--~--CONCReTE FOOTINe:. LJ NotE, WOOD SI-lALL BE CEDAR, I I I I LJ ® TRELLIS t,F UNLESS OTI-lERWISE NOTED. D·-~-------~~-----------------~ -GW"··' .,-,--~ • ~ ,~'- NOT TO SCALE 1ft -Q '" --III k EGlUAL 1 I I I I I EQUAL 1 . MEt:>IUM BROOM FINISH CONC. I"'AD eLOI"'~ to DRAIN . f"ICNIC 'tABLE CAr=:!r=:!'f TOI'" LEVEL CENTer=:! IN 10 'R CIr=:!CUI.AR PAO _-SCOF<E: 1. INE, t'fl'" -I <i 4--t--++-+----;)~-F<l:MO"ll': S!::NCI-l ONE SIDE, \ \ \ \ \ "- I-lEIGMt PEr=:! MANUFACTU~R RECOMMENDATION ,~ NOTE, "-'-"-"-- / ,- -" ---- PLAN " , '. • , . ~;, I 3' I MINI TYF. / / . , WI4ERE INOICAtED ON I"'LAN FOF< WI-lEEI.CI4AIR ACCE5SIBILIT'f 1"'r:t:>r:ST AI. FOR FICNIC TABU, r---WOOD PICNIC TABLE, Or::! 5IMILAR. SEE 51TE FURNIS14INc:. LEe:.END FOR MANUI'. AND MODEL· 4" CONC. FAvINe:., FER CONc. FAvINe:. DETAIL FINISI-l e:.RADE ·~F"'±J-Ij----CONC. Fic:.. PER MANUFACTURER'S IN5TRUCTIONS U.H~p~~r:tl?~:+----COMI"'ACT SWOORADE TTF. SECTION I-lEIe:.I-lT OF TABLE SI-lALL BE 1"'E:r::! MANUFACTURER'S RECOMMeNDATIONS ADJU5TMENT5, A5 NECES5ARY. S14ALL BE MADE 50 TI-lAT I"'ICNIC TABLE 15 LEVEL REe:.ARDLES5 OF c:.RADE I I \ C---------® BENCH W/ CONC PAD TYP, ®. _,_P_'_C_N_'C __ T_A_B_L_E __ TYl_P_, ________________________ __ NOT TO SCALE O WOOD SCREEN FENCE DETAIL F--------NOT TO SCALE NOT TO SCALE NOTE, ALL WOOD 51-lALL BE C:SOAR EXCr:FT FOR FOSTS. F05T5 SI-lALL BE FRESSURE T~ArED DOUG FIr::! 2)(4 RAIl. SECTION © 2006 TRIAD ASSOCIA rES A S SO~C I ATE S ,.,.,,~'" " im~ 115thA~ •. NE Kirklartd, WA 98034·6923 425.821.8448 42S.S21.:l481 fax 800.48B.075G toll fra. 'INM.trladassoc.com Land UelJelOplllent COllsult;)l1tS FIRST SURldlT'I'A!. llAtE: 7/19/06 SCALE: IlORIZ.: AS NOTFOVEra,: FINAL JOB NO. 03 .. 185 ------~-------------~ § L40F 13 ~ ___ .• -.-•. -_5 SHErr NO. PLANT LIST SYM60L FLANT NAME DECIDUOUS. TREE ACER CIRCINATUMI VINE MAPLE -t:::;;:;:-ACER FALMATUMI JAFANESE MAFLE 6ETULA FAFYRIFERAI FAFER 6IRC!-I ~ FOFULUS 6ALSAMIFER •• p. TRIC!-IOCARFA \C§l 6LACK COTTON WOOD G STYRAX 06ASSIA/ O FI<!AG!RANT SNOW6ELL AESCULUS X CARNE A/ RED FLOWERING! !-IOI'<5E C!-IESTNUT -I-___ QUERCUS COCCINeAI SCARLET OAK ACER MACROF!-IYLLUMI 61G! LEAF MAFLe FRAXINUS LATIFOLIA OREG!ON AS!-I CONIFEROUS. TREES. ~CUFRESSOCYFARIS LEYLANDIII ill~ LEYLAND CYFRESS CALOCED!<!US DECURRENSI INCENSE CEDAR ",,=,-FSEUDOTSOOA MENZIES 11/ DOOOLAS FIR TSOOA CANADeNSIS/ CANADIAN !-IEMLOCK O TAXUS 6ACCATA 'FASTIGIATA'I W IRIS!-I YEW TI-IUJA FLICATA WESTERN RED CEDAR o CALLUNA VULGARIS '6LAZEAWAY'1 f-iEATf-iER ® CEANOTf-iUS 'JULIA Ff-iELFS'1 JULIA Ff-iELFS CEANOT!-IUS o CORNUS AL6A 'ELEG!ANTISSIMA'I TATARIAN DOGWOOD @ CORNUS SERICEA I RED OSIER DOGWOOD G CORNUS STOLONIFERA/ REDTWIG DOOWOOD Q CORYLUS cOI<!NUTA CALIFORNICA WESTERN f-iAZELNUT I PORTIONS OF NE 1/4 , SE 1/4 AND SE 1/4, SE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. SIZE CONDITION/COMMENTS SYM60L FLANT NAME QUANTITY SIZE COND ITION/COMMENTS ------------------------------------------------------------------------------------------ S.HRU6S. 0) !-IE6E 'AUTUMN GLORY'/ ;I GAL CONT 1&' !-IT 646 AUTUMN GLORY !-IE6E 8 !-IELICTOTRIC!-ION SEMFERVIRENS/ 1 G!AL CONT 6LUE OAT GRASS 1-8' !-IT 6 , 6, MUL TISTEMMED !-IEMEROCALLIS X 'MARY TODD'I ;I G!AL CONT MARY TODD DAYLIL Y 13/4" CAL 6 4 6, MUL TISTEMMED @ MA!-IONIA AQUIFOLIUMI ;I G!AL CONT OREGON G!RAFE 13/4" CAL 646 (') NAND INA DOMESTICA 'MOON 6AY'1 ;I G!AL CONT MOON 6AY !-IEAvENL Y 6AM600 I 3/4" CAL 6'6 G OSMANT!-IUS DELAvAYlI ;I G!AL. CONT OSMANT!-IUS I 3/4" CAL 646 * FENNISETUM ORIENT ALEI ;I G!AL CONT ORIENTAL FOUNTAIN GRASS 6) FICEA FUNG!ENS 'GL060SA'/ I G!AL CONT I 3/4" CAL 6 4 6 DWARF G!L06E 6LUE SPUCE FOL YSTIC!-IUM MUNITUM/ I GAL CONT $ SWORD FERN I 3/4" CAL 6' 6 0 R!-IODODENDRON 'DORA AMATEIS'I 18-21" CONT DORA AMATEIS R!-IODODENDRON <51 RI6ES SANGUINEUMI ;I GAL CONT 5 G!AL CONT RED FLOWERING CURRANT 0 !<!U6US SFECTA61LIS ;I G!AL 646 SALMON 6ERRY 0 SYMF!-IORICARPOS AL6U51 I GAL CONT SNOW6ERRY 5' !-IT 646 @) LAVANDULA ANGUSTIFOLIA I G!AL CONT LAVANDER 5' !-IT 646 GROUND COVERS. [,P' ·.1 SEED LAWN .... ,", " ....... :.: 5' !-IT 646 5' !-IT 646 ARCTOSTAP!-IYLLOS UvA UI'<511 I G!AL CONT, 24" O.C. SPACING KINNIKINICK (KINNIKINICK I GAL. SIZE 5' !-IT 646 EXCEFT AT ENTRY ISLAND W!-IERE S!-IALL 6E 4" FOTS ., 18" O.C) ~ COTONEASTER DAMMERI I I G!AL CONT, 3"''' o.c. SFACING , • . _.__ 6EAI<!6ERRY COTONEASTER (LOCATE IN R.O.W. W!-IERE 5' f-iT 646 NOTED ALONG WEST, SOUT!-I AND EASTERN PERIMETER OF SITE) I GAL CONT ;I GAL CONT 2 GAL CONT 4' MIN SFACING! 2 G!AL CONT 5 GAL 646 '~ \ ©2006 TRIAD ASSOCIATES 12112115thAve. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com L a 11 dOe IJ c I 0 !Jill e 11 teo 11 S II ltd 11 t S E (!) ~ ~ ~ )0.. <: ~ ~ :::e """ 0 ~ CI) (.) -...,J CI) ~ <-.) """ <: 'c::t 0 it ::t: )... ffi ~ ~ 0 (.) ::c:- ~ ~ ct t'5 >-I--.... 0 .. u '-' ~ ii; ~ ~ ~ ~ ~ ~ ~ 0 ~ " ~ ~ ~ <:( ~ ~ ~ ~ ~ ~ ~ ~ i5 q ~ ~ 12 u "" ~ ~ ~ ~ ~ t5 (3 :r: t:5 ~ ~ ~ ~ ~ I ~ "S"S H. ~~~~ '" ci z FIRS"r SUBMI'ITAL DATE: 7/19/06 SCALE: Bom.: N/A VERr.:N/A FINAL lOB NO. 03-185 SHEET NO. :i L50F 13 ~ _____ tl PLANTING NOTES G.ENE~L NOTES -Contractor ehall v .. rlf!:! sxletlng elts conditions prior to beginning construction. Notlf!:j own .. r of diecrspancis., b .. twssn plans and actual fisld conditions. Ths contractor shall b .. r .. sponslbl .. for damag .. to .. xletlng utilities or Improvsm .. nto rsoultlng from th .. lr work. R"palrs shall b .. mads at no .. xpeno .. to the owner. The contractor .hall notif!:! ths ownsre rspreesntativs prior to beginning construction, and sha II \c.eep the ownsr Informed of progress of work throughout construction. An!:! r",qulrsmsnt In the plano and/or notes shall be considered binding. In cass of dlscrepanclee or Itsms not und .. retood b!:! ths contractor, ths owner'e representative ehall be contacted Immedlatel!:!. -Site vie Its b!:! the landscape architect to Inspect pr09ress of work and Ite conformance with the plane sha II be ae directed b!:j the owner's repressntativs. -Ex .. cuts periodiC c\sanlng of ths .Ite tlvoughout the contract psrlod to rsmove waste materials, rubbish, plant contalnere resulting from their work. -UJrltten dlmsnelons supereede scaled distances. Dlmsnslone are taksn from the back of curb, face of building or face of fsnce. -Refer to archltecte 4 civil snglneerln9 plans for .Ite, grading 4 utlllt!:! Information. -Contractor shall coordlnat .. their work with all other applicable trades, as necee6ar~. Qua I It!:! Assurance -Work ehall be Installed In conformance with applicable local cod ... and ordinances Flantlng shall be be performed b!:! a IIcsnsed and bond .. d contractor Contractor shall obtain necessar!:! permit. and pa!:! reqUired fees. -Chsmlcal applications shall be applied b!:j licensed applicator. Latest I.sue of American Standard for Nurser!:j Stock published b!:j American Association of Nuraer!:!msn shall be used to grade nurser!:! stock. ANSI ZI&IZ'.\ -Flant nomsnclature shall conform to that used In New Sunset UJ .. st .. rn Glardsn Elook currsnt edition. Names and varieties not listed In this refersnce shall be those moet common I!:! used In the nurser!:j trade. Froject Conditions -Flantlng operations shall not be conducted under the followln9 conditIOns'. I. Freezing UJea ther 2. Excess Ive Hea t 3. High UJinds 4. Excesslvel!:j UJet Conditione Sequencing 4 Scheduling Landscape contractor shall coordinate with other eite contractors and owner's repressntatlve to dev .. lop a achedule for landscap .. Inatallatlon. Coordinate with earthwork contractor to establish appropriate aubgrade elevatlona as reqUired b!:! plantln9 aoJl and mulch deptha specified h .. reln and on the drawln9s. FRODUCTS, Flante -Frovlde planto as Indlcatsd on draWings. Quantities shown on drawln9s are for contractor's convsnlenc .. onl!:!. Contractor Is responelble for total number of plants represented graphlca II!:! or b!:! ca Iculation. -Condition, All plants sha II conform to the followln9 minimum requirements, I. Nurser!:! grown, unleae otherwlae speCIfied. 2. Suppll .. d In appropriate contaln .. r, balled or burlapped, or bare root as sp,,"clfied on drawinge. 3. In vl9orous growln9 condition with full follage and full!:j, s!:jmmetrlcall!:j branchsd t!:!plcall!:! representatlv" of the species. 4. Flants sha 11 meet governln9 re9ulatlons concerning pests, weeds and dlseaee 4 sha 11 be free from all peata, dloeaseo 4 w,,"eds. 5. Full!:! and completel!:j rooted, but not rootbound. IE>. Flant 9rading sha II conform to ANSI ZIE>IZ'.1. -Street Trees, Uniform In appearance, size and structure. -Overslz .. d Flants, Flanta larger than ap .. clfled size ma!:! be uaed provldln9 height, spread, caliper, and root ball dlmsn_Iono conform to ANSI ZI&IZ'.1. -Flants shall b .. Inspected b!:j the owner'a repreasntatIve at time of deliver!:!. Rejected planta shall be rsmoved from the _Ite Immedlatel!:!. H!:jdroseed -Seed ehall conform to the standards for "certIfied" 9rade seed or beller, as outlined b!:! the State of UJA Dept. of A9rlculture's "rules for seed Certification" lateat edition. Seed _hall be furnl.hed In atandard containers. Upon own .. r's r .. qu .. at, furnlah dupllcat .. copl .. a of a alatsmsnt elgn .. d b!:! th .. vsndor certlf!:!Ing that each lot of ee .. d hae been t .. eted b!:! a rscogniz .. d s .... d t .. stlng lab within 1& months of d .. llv .. r!:! to ths project sit ... H!:!droes .. d .. d mix shall bs as .psclfled on lhs plans - F .. rtlllzsrs and amsndmsnte ehall b .. psr ths h!:!dros .... d supplier -Jurisdiction shall approv .. s .... d mix prior to Installation. PORTIONS OF NE 1/4 , SE 1/4 AND SE 1/4, SE 1/4 SEC. 15, TWP. 23 N., RGE, 5 E., W.M. Solis and Mulches On Site etockplled eoJl -If available, on-site stockpile solis ma!:! be used for plantln9 bed preparation, lawn ar .. as or plant pit backfilL Use of on alt .. eoJl to be coordinated with owner's repressntatlve Soli mix for amsndln9 soJl In shrub beds and lawn area. -2-wa!:! topsoJl to be approved b!:j Owner'. Representative. TopsoJl shall be 51Z'% compost and 51Z'% sand, eand!:j loam or eJlt!:! eand and shall meet the followln9 speCifications Screen Size (Approximate particle size) Total Nltr09sn Or9anlc matter FH range ConductIVlt!:j 1111&" maximum 25% minimum IIZ'% minimum 55-8£1 4 mmhos/cm maximum TopsoJl must be free of Viable plants, plant parts, or seeds. Mulch -Mulch ahall be a compoat uniform In color, free from weed seed, eawdust, and apllnter •. Mulch ahall not contain rea In, tannin, wood flb .. r or compounda detrlmsntal to plant 9rowth Mulch shall be a compost that Is a well decompoeed humus-like materia I composed of decompo ... d 9ras. cllppln9s, leaves, branche., wood and other or9anlc materia Is, aged for a minimum of IE> months. Compoat sha II be produced at a permitted aolid waate compostln9 facllit!:! Screen Size (Approximate particle size) 1111&" maximum Maturlt!:! measure (C,N ratio) 31Z',I Total Nltr09sn 5% minimum Or9anlc matter 25-40.% FH range 5.0.-8£1 Forel9n maller b!:! dr!:! wel9ht 1% maximum Conductlvlt!:! 4 mmhos/cm maxlm"m Ferlllizer -Trees, shruba and 9roundcover, I. Form"la 4-2-2 "Ths atarter" aa manufactured b!:! Frofesslonal's Choice, or equal 2. A9rlform Tablets, Flanlin9 tablets as man"factured b~ A9riform International Chsmlcals Inc., 21Z'-11Z'-5 anal!:!sle, or ec;"al. -H!:!droeeed, I. As Included with h!:jdroseed mix. Herblcldea -Fre-Emer9snt, Surflan or approved equa I. -Other hsrblcldes aha II be approved b!:! owner's repreesntatlve prior to application. Submit product data and purpose of use for review. Examination -Examine sIte and verlf~ that lines, levels, 9rades are acceptable and condition of exlstln9 soJl Is read~ to receive work. -Start of work shall Indicate contractor's acceptance of exlstln9 conditions. Soli Freparatlon On site soil I. If on _Ite atockpJled soJl Is avaJlable for uae In new plantln9 areaa, It shall be submitted to a soils testln9 laborator!:! for anal!:!sis 2. If used, on site stocl<.pJl .. d soJl ahall be amended per results of soil tests Shrub Elea, I. Frlor to placln9 eoJl mix, scarlf!:! sub9rade In two directions and thorou9hl!:! loosen to a depth of 12 inches. 2. Flace IE> Inches of soil mix on sub9rade and thoro"9hl!:! till Into acari fled eoJl to a depth of IE> Inches. -H!:jdroseeded or Sod lawn areas, I. Flace 4 Inch .. s of soJl mix on 5ub9rade and thoroughl~ till Into acari fled soJl to a depth of 1& Inches. 2. Thorou9hl!:j till Into top 1& Inches of all seeded ar .. as 50Jl addltlv .. s 4 fertilizer. (Rate 4 t~pe as recommsnded b!:! seed auppllerJ 3. Ra\c.e, dra9 4 remove rocke 4 debris 3/4"+ from top I" of seed bed 4. Roll to produce a firm finished 9rade and 119htl!:j ra\c.e to looaen top 112" of 50Jl prior to seedln9 -H!:!droseeded areas (non I"I9ated), I. Thorou9hl~ till top IE> Inches of seeded areas and add soJl additives 4 fertJllzer. (Rate 4 t!:jpe as recommsnded b!:j s .. ed suppll .. r.) 2. Ra\c.e, dra9 4 remove rocl<.& 4 debrla 3/4"+ from top I" of seed bed 3. Roll to produce a firm finished 9rade and 119htl!:j ra\c.e to loossn top 112" of soJl prior to s .. edln9 Fine Glradl"9 -Rsmove rocl<.& and d .. brls with an!:! dlmsnslon lar9 .. r than I Inch that t"rned up durln9 preparation. Ra\c.e, dra9 and roll area smooth to establish approved finished 9rades. Maintain established flow lines, slopes and 9rade to achieve positive drainage allowln9 no puddles. -Flnlehsd Glrade Req"Iremsnts, I. Flantln9 Eled Ar .. as, 3 Inches below adJacsnt pavln9 and curba. 2. Seeded lawn areas, I Inch below adjacsnt pavin9 and curbs. H!:!dro.eedlng -UJat .. r ar .. a to a depth of 4" prior to h!:!droseedln9 -Spra!:j slurr~ onto finish 9rade at such an an91e to aid In smbedment of seed -Contractor eha II clean exce •• slurr!:! from plants, pavln9 and struct"rea Tree 4 5ITub Flantln9 -Excavate plant pits to sizes Indicated on drawln9s. -Inetall root barrier on speCified trees per manufacturers Instructions. -Do not plant unlll direction concernln9 positive dralnage Is 91vsn b!:j 9snera I contractor. -Fertlliz .. plant pits at plantln9 with A9rlform tablets, 21Z'-11Z'-5, or equal Application rate sha II b .. p .. r manufacturer'. Instruction -S .. t plumb face·for best appearance. Set so root crown will settle to appropriate lev .. 1 related to surroundln9 finished 9rade5 after setWn9 haa occurred. UJaterln9' Construct water ba.lns and thoroughl!:! water plants Immedlatel!:! after plantln9· R ... tore finlshsd 9rade5 b!:! hand rakln9. Leave water baslna In place. -Flace specified mulch and hand ra\c.e smooth Fertilize b~ topdressln9 new shrub and tree plantin9, with Frof .. sslonal's Cholc .. -The Start .. r 4-2-2, or equal Application rate ehall be per manufacturer's Instruction -Sta\c.e trees as Indicated In detaJls. -Glroundeover plantln9 shall be9in at the followln9 distances from other Site elsments 12" from drip line of conifers, 24" from trunk of deciduous tree, 18" from outer branches of shrubs, 18" from adjacsnt hard surfaces Fre-Emer9ent I-ierblclde -Appl!:! in accordance with manufacturer's recommsnded ratee and procedures. -Appl!:! to eoll of all plantln9 areas prior to placement of mulch. Mulchln9 -Appl!:! 2 Inches (compacted depth after waterln9) of speCified mulch to flnl_h .. d 9rade In a II s\Tub and 9roundcover beda. -Thorou9hl~ water mulchsd areae to ensure moisture psnetratlon to the eoJl. INSPECTION, GlUA~NTEE 4 MAINTENANCE Keep areas of work clean, neat and orderl~ while work Ie In pr09ress. -The Landscape Contractor shall contact the owner's repressntatlve prior to be91nnln9 con5tructlon. Discrepanclea or other problsms shall be resolved at this tim",- Maintenance period shall be91n upon Inspection and approval b!:! owner's repressntatlve, and shall be for 121Z' calendar da!:!a. Maintenance of new plantln9 ahall conelst of watering, cultlvatln9, weedln9, mulchin9, resettln9 plants to proper 9rades or uprl9ht position, re.toratlon of the plantln9 eaucer, and furnlshln9 and appl!:jln9 euch spra!:!s and Invl90rante aa are neceaaar!:! to keep ths plantln9s free of Insects and disease and In thrlvin9 condition. -Flant material shall be In thrlvln9 condition one !:!ear from date of final acceptance. -Replace new plant material which has lost 31Z'% or more of their normal follage. NoTJ:, • T~J: eTAKE f'Fi!J:VAI~ING G=Fi!OOTe>A~~ eo TRUNK WIND T~J:e S' TA~~ AND eHOi'<TJ:'" DO NOT ~GlUI~ T~J: eTAl<J:e UN~J:55 NOTED oTHEF<Wlee P~AN· TFi!J:J: STAKE NOn:, P~ANT T~ES I" HIGoHE'" THAN DEPTH Go!WUN IN NUF<eeF<Y T~E PIT eHA~~ NoT E3I: ~E5e THAN (2) TIMES !WOT e>A~~ DIAMen:", T~E 5TAKE5 FeFi!F&lDICU~A'" To f'Fi!J:vAI~ING WIND +-.!k--~~~-""it-----2" x 2" CI:DA'" STAI<J:S 11-----12 GoA. WI~, TWIST To TIC.HTEN '--t1r-------112" DIA e>~ACK F<Ue>e>I:'" Hos\: TYP. r-l+-----CUT A~~ TIE5 AND FO~D e>ACK e>UFi!LAP FFi!OM UI'FJ:'" 1/3 OF !WoT e>A~~. Fi!EM0VI: AL~ P~A5TIC AND TWIN\: _____ --:::::====== 2" MU~C>I LAYI:'" ~S~r1ffl~!ii'f~~~~rfii~·~ 3" WATE'" e>A5IN l:J~~~~®~~~~~~~ '---5PECIFI';D BOI~ MIX AND FERTI~IZJ:'" "-----10!E(:0I1P'~C1·ED NATIVE Sol~ 4" 2X MIN DIA. !WOTe>ALL TYPICAL DECIDUOUS TREE PLANTING NOT TO SCALE • T~E STAKJ: NoTE, P~VAI~ING G=!WOTe>A~~ ----.~ TF<UNK WIND T~ES S' TA~~ AND eHO",TE'" DO NOT ~GlUI~ TFi!J:E STAKES UN~J:SS NoTED oTHI:F<W161: • T~I: STAKJ: P~AN NOTE, P~ANT T~E5 I" >lIGo>le", T>lAN DEPT>I GoFi!O.lN IN NUI'!6EF<Y TFi!J:1: PIT SHAL~ E3I: NoT LE55 THAN 2 TIMES Fi!OOTe>A~~ DIA., WATE'" THOFi!OUQH~ Y AFn:'" PLANTING T~E 5TAI<J:5 F'J:Fi!FJ:NDICULA'" TO f'Fi!J:VAI~ING WIND ~t~,~~----12 GoA. WI~, TWIST To TIGo>lTEN ill 'If1t~---112" DIA. e>~ACK F<Ue>e>E'" H05E ~l:W ~ ~ ~ r---=----2")( 211 CEDA~ eTAKE8 ~ & ~f-·~--CU1 A~~ TIE& AND FO~D e>ACK , J3UFi!LAP AND e>A5J<ET FFi!OM UPFe'" 1/3 .I) ti OF !WoTSALL ~MoVE A~~ PLASTIC AND TWINJ: ~ ,r---i---211 DEFTI-l MULC!-I LAYE~ +;N~¢2i~~~ !'ii,"",-.ji~~~~b~~=---3" WATE",ING e>A&IN 4" 2X MIN DIA. !WOTe>ALL \ \ TYPICAL CONIFEROUS TREE DETAIL NOT TO SCALE CUT ALL TI1:5 AND FO~D e>ACK e>UFi!LAP _ e>A5J<ET FFi!OM UI'FJ:'" 1/3 OF !WOT e>A~L 0Fi! Fi!EMoVE P~ASTIC CONTAINE'" . Fi!EMoVE AL~ TWINI: FFi!OM P~ANTING PIT. 3" WATI:'" e>ASIN u:~~~-2" MU~CI-I ~Aye"" I<J:J:P MULC>I 2" FFi!OM TF<UNK •. ·;,;c~.J.J;:~---5F'J:C:IIF 'lED PLANTING MIX AND FJ:i'<TI~IZJ:'" 'l""FP-----ec;AF<lFY 51DI:5 AND e>oTIOM OF PLANTING PIT To A~~oW FOFi! ",ooT Fl:NETFi!A TION ~;;~~~,*~----"'J:C'OMF'ACT!'D NATIVE SOl~ TYPICAL SHRUB PLANTING DETAIL NOT TO SCALE J:Gl NOTE, A~~ QFi!OUNDCoVEFi!leHF<Ue> sPACING 5HA~L e>J: J:GlUIDI5TANT UN~E&5 oTI-ll:F<W15E eFE:CIFIED. DI5TANCJ: ON CENTE'" AS 5PECIFIED 5TART FIF<eT Fi!OW OF P~ANTING AT 112 TI-II: F'J:F<FJ:NDICU~A'" 5PACING e>ETUoEEN !WWS ' .. ~. eDGI: OF P~ANTINQ A~A TRIANGULAR PLANT SPA CING NOT TO SCALE © 2006 TRIAD ASSOCIATES "'-TRIAD ASSOCIATES - 12112 115th Ave. NE Kir1<1and, WA 98034·6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free 'M'VW.triadassoc.com Land Development COllsuit<lllts CI) ::::! ). ~ ~ ~ ~ ~ ~ ~ LLi u oq: CI) tc: CI) ~ (.) ~ C ~ ::t: ~ ft] ~ ::r:: ~ ~ CI) j..;; C ~ U oq: ~ "" " u ~ i;; [!! ~ NICK A YINGER, PLS PROJECT SURVEYOR MICHAEL A. MOODY, PE PROJECT ENGINEER FIRST SUBMI'l'fAL DATE: 7/19/06 SCALE: HOmz.: NA VERT., FINAL STATE OF WASHINGTON R GISTERED LAND A RC~ L. COX C E NO. 556 TAMP NOT VAIJD UNLESS SIGNED AND DATED :to E ~ It: ~ ).. "'" ... 0 JOB NO, 03-185 ~ ---------------------------~ ~ L60F 13 ~ _____ 8 SHEET NO. ,:' I' '··1 ,'" u ~ ~ -r' !/ TRACtt Sewer lift lsta""'--j . f j ", .~ ;' f I J ! J if l / : .. ~. II I t ;" 'f ' , 'g d ! ( I ,/ Ii i ! i ! PORTIONS OF NE 1/4 , SE 1/4 TRACT H Detention • _~e .. _.~·~~" .... ~ .. __ ~~ .. 'O"<:.~~ "~ / /3 / / .' --t-:----"" 'I %i /' i ,. ! /' ."'~~~~ .. ,;. i,," i ""~' ~ ... ~ _____ ~. AND SE 1/4, SE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. , , . ". -~ .............. -------/_- i > " / " , ! ,.' ", .,' 7 r . ;' /' / " ..- / i it --MAINLINE /> ~ O>---..--n" , " ,.\i} Jt., 1" IRRIGA TlON 1 Q 10 AND BA"'J~L'J'" /, ! I / .' TERALS IN AVOID TREES / .'" _) -.J ~ IRRIGA TION. ..§ I CON TROLLER !.., ~-#1,16 .!. , 'STATIONS PLAC£ IN TR~ct F SCALE: 1" = 30' o 15' 30' 60' ~I~I~I_~I NOTE: ,/ ,i IRRIGATION METER BACKFLOW NO.1 ~"~ ,., ,~ .) SEE SHEET L 11 FOR IRRIGATION LEGEND. © 2006 TRIAD ASSOCiATES "-TRIAD ASSOCIATES - 12112115thAve. NI:: Kirkland, WA 98034-6923 425.821,8448 425,821,3481 tax 800,488,0756 toll free www.triadassoc.com L d 11 dOe vel 0 p !11 e 11 teo r] S LI I t 01 II t s " .. on FIRST SUBlIlTIAL DATE: 7/19/06 SCALE: HORlZ,: 1·~10' VERT,:N/A FINAL STATE or WASHINGTON R I J RED LAND A RC~ E L. COX C,oI; E NO. 556 TAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03·185 SIlEET NO. 3 L80F 13 ~ -----~ , " , i //9 11 ! \ / i 'j i i i ; [ , i ' I , ! J i !()l~~i;ij L',,,',, ,1I~m I' PORTIONS OF NE 1/4 , SE 1/4 L ",," I I I I I ! / ---I~ {it ~-41t '" ,. ~ , .. ~, .~., '" ~,. ,."~ ~o~, ,,-"-~-~ •••••••• > •• -1;'1 r 7 / .. """ ",,4 --r-/ --------,,' ---,/ ." .. ~-" e ---", .... ! " i / / / 1 ' 6 " ; / I ' I II I II I I, AND SE 1/4, SE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. / ! \ , -+ _-../ I I / I ! , , ! , , : i ! 4 1" IRRIGA nON AND BA"u~, ~---I ~ , I ~ ~I"_ ..... -'"" / " ADJUST I TERALS IN FIELD AVOID EXISTING TREES i /8 f ! I' I ____ ~0 'I ! :1 !/ , " .. ' ! r---ADJUST IRRt,GA TlON PIPINO --+~ AS NEEDED I TO PROTECT; EXISTING TREES,,""'" II /" I \"ii'J¥;f-y-;l~ I / / \ \ '. jj : ,'I {Jf)J TI '\ \ ~ 12 ' \, v' \ I" I \' \. " \, \ \ ' \ ' ! ,< \I \ \ 1 <-\ i~ i I , i 'I ; j I </ 1-""""""+--0 /; /~ " , / / , 1/' '<Iii I I {{ I , 'j )RRIGA , , CON TROLLER ,,--"""""'1~ STA Tf{DfV.(!5 L~, _'..r; ........ : 1 --' \ \ ft--T---·o \ \ SCALE: 1" = 30' o '\5' 30' 60' /~I I_~I / / ! I ! /' '/' I y 1 Ii IR,RII';A TUnAl NOTE: SEE SHEET L 11 FOR IRRIGATION LEGEND. © 2006 TRIAD ASSOCIATES \. TRIAD ASS O_C I ATE S 121f2115thAV',NE KlrklMd. WA SM34·6923 425.821.8448 425,821,3481 f." 800,48a.o756 \011 free WWW.ll.iadassoc.com Land Developmellt Consultants NICK A. I1NGtR. "Pl.S PR01ECT SURVEYOR MICHAEL A. MOODY, PE PROIECT ENGINEER mST SUBMI'l'l'.IL DATE: 7/19/06 SCALE: HORIZ.: 1'~1O' YERl,:N/A FINAL E L. cox CA ~ NO. 556 TAMP NOT VAIJD UNLESS SIGNEn AND DATED " ,__ ~_." e~ ," ~._",", JOB NO, 03-185 SHEET NO. 2 I ~ ') a \ , \ \ '. \. \ .... \ ..... ~ r--\tA· ~, . , , • ) T \ \ \""\ I ~[ \ \ \ I 1---++--0 b II I .... .,. - /' " PORTIONS OF NE 1/4 , SE 1/4 AND SE 1/4, SE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. '. ( /' 2l; . , / l : : ~ ) / ......... ~, ... """ ... ~ ~ . i ,,"~ J======' ............. "':':'--"=~-- I I ! ! J I ! ! I I / ) ,I / ~'\ .. ~ . =",. ,~ 1i$ ~b 1 , 1/ u 1 ,~~~~~. '=1 / r I. I ) I I I i ! ! I \ \ , I i : ., I 37 . kO"~ I' I" .. .__~" "" 6 , ,I I I I I \ .. , ' .. '<I:ij \ NOTE: SEE SHEET L 11 FOR IRRIGATION L!:GENO. • ~~~~~~ar~ .. ~~"~~~ .... - SCALE: 1" = 30' o 15' 30' 60' !~I I_~! © 2006 TRIAD ASSOCIATES iRIAD ASSOCIATES - 121121151hAve. NE Ki,klMd. WA !l'8()34·6923 42S.1121 ;M41l 425.821.3481 fiiX 800,488.0756 tall Ir .. www.triada-g~.cam '.' L 8 n dOe v 8 I 0 11 III e 11 t ~ OilS U I t a II t S MICHAeL L. MA 71!EsON. P •.• PR01ECT MANAGER NICk A. 'I1NIJER. ,PLS PROJECT SURVEYOR JEFFRfY L. cox, .. ASLA PROJECT LANDSCAPE ARCHITECT FmST SUlIM1TrAL DATE: 7/19 /(J8 SCALE: !!Om!.: 1'=10' wt1I.:N/A FINAL SlATE OF WASHINGTON R I j RED LAND A . RG~ E . L. COX CA E NO. 556 TAMP NOT VALID UNLESS SIGNED AND DATED lOB NO. 03-185 ':l L 100'1 13 ~ _"_1111111_~ SHEET NO. J ...... . / ;' /1 / "--, ............................ ~~~~~ i 3 / / / .-. ------'Fii1/ / / / / J ",' \"J J 3 PORTIONS OF NE 1/4 , SE 1/4 : i : ! . , , ; . '<f ~,) i I , I i I (I j I , I i , I .. , .. ' I AND SE 1/4, SE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. ........................ J -.......!t------------' I ,J\.;/ I ..1 . • I ··'~I'·· "', .. i ; i I LI ._-.. --------1 ; .. i / ~ .. " I ,iI ; j II 'j .. I ! i / ' ! SCALE: 1" = 30' o 15' 30' 60' ~II-I--~· .. ·I / 7W ~~~-~- ............... C··· .. GENERAL IRRIGA TION NOTES ;" III ,;Ii ; , i . I H : 1 _Ii; , I.) RAIN el:NeOI'< TO el: INeTALLED ON SOUTI-I Ofil WEST elDE OF A SUILDING OR FOeT / F'ENCE eTI'<UCTUfilE, AT A MINIMUM FfilEFl:filED I-IEIGI-IT OF 8 FEET ASOVE GF!ADE WI-IEfilE eENeOfil 16 F!'ilEI: FfilOM vANDALISM, TFi1I:E CANOFIES, SUILDING OVEFi1 +-IANGS 01'< OTfoll:fil 6TF!UCTUFi1AL / NATUFi1AL Fi1AIN IMPEDIMENTS. IF MINIMUM FF!EFEfilED folElGI-IT 01'< LOCATION IS NOT PoeSISLE, COOfilDlNATE folEIGfolT LOCATION WITI-I CONSTI'<UCTION SUFEfillNTENDENT I OUJNEfil'6 F!EFfilESENTATIVE. PIPE SIZING SCHEDULE GPM 0-8 9-15 16-24 25-32 SIZE OF PIPE 3/4" I " 1-1/4" 1-1/2" / IRRIGA TION LEGEND S'1"M. N FfilODUCT MANUFACTUfilEfil SACK FLOW FfilEVENTEfil, WILKINS DOUSLE CfolECK vALVE so.,e, XL T I", WITfol GATE VALVES INSTALLED SOTfol SIDES (SIZE FER MANUFACTURE filEQUIREMENTS) I" WATER METER, INSTALLED S'1" OTfolEF!S GlATE vALvE, folAMMOND SfilONZE, SIZE TO FIT PIFE AUTOMATIC CONTROLLERS, Fi1AINSIRD ESP-MC SERIES W/PED-DDII& METAL PEDESTAL MOUNT CASNET (STATION NUMSERS CALLED OUT ON FLAN). INSTALL PER MANUFACTUfilER'S filECOMENDATIONS. ALL CONTROLLERS SfolALL SE INSTALLED WITfol Fi1AIN SfolUT OFF DEVICE DEVICE SI-IALL SE Fi1AINSlfilD RSD-SEX OR EQUAL INSTALL SENSOR IN LOCATION WfolEfilE PfilECIP. CAN SE MEASUfilED ACCUFi1ATEL'1" (SEE GlENERAL IRRIGATION NOTE "I AND DETAILS). AUTOMATIC CONTROL VALVE, Fi1AINSIRD PES SERIES, -LASELED FER CONTROLLER NUMSER AND COOF!ESPONDING STATION LETTER IlfE INDICATES vALVE NUMSER 3 L-INDICATES ZONE TYPE (LAWN, SfolRUS, DRIF, OR TEMP ZONES) 3.40 INDICATES ZONE SIZE (c:.PM) I" INDICATES VALVE SIZE 3/4" QUICK COUPLER vALVE, Fi1AINSlfilD 33 DRC. INSTALL ON TF!IFLE SWING JOINT FER DETAIL - - -1112" SCfolEDULE 40 PVC MAINLINE CLASS 200 PVC LATEFi1AL LINE, SIZE PER PIFE SIZING SCfolEDULE I'.. '.. '.. '..'0SS'] SCfolEDULE 40 FVC SLEEVINc:., 2X FIPE DIAMETER, ALLOW SPACE FOfil VAlVE WIRING, INSTALL AT 1&" MIN. DEPTI-I FOR LATEFi1ALS 4 18" MIN. DEFTfol FOR MAINLINE IRRIGA TION HEAD SCHEDULE SYM. PRODUCT MANUFACTUfilER ;:g. 1800-15LCS Fi1AINSIRD ~ IW0-15RCS Fi1AINSIRD B-IW0-15SST Fi1AINSIRD 1800-15EST Fi1AINSIRD • IW0-1!:>F Fi1A INS II'<D . • IW0-15TQ Fi1AINSIRD ~ IW0-15TT Fi1AINSIRD .. IW0-15fol Fi1AINSIRD .. 1800-15T Fi1AINSIRD • IW0-lo.Q Fi1AINSIRD ® IW0-12F Fi1AINSIRD 'V lOO0-I2TQ Fi1AINSIRD '!l 1800-12TT Fi1AINSlfilD "" 1800-121-1 Fi1AINSIRD "" IW0-12T Fi1AINSIRD "IW0-12Q Fi1AINSIRD @ IW0-11ZlF RAINSIRD RAINSIF!D " 1800-10T RAINSIRD , " IW0-10Q RAINSIRD \ "" 1800-81-1 'C> 1800 -8 T 1800-8Q .., le~0-5T !> 180,e,-5Q NOTE, Fi1AINSIRD Fi1A INS I filD Fi1AINSIRD Fi1AINSIRD Fi1AINSIRD Fi1AINSIRD Fi1AINSIRD filADIUS 4' X 10.' ,e,.4S 4' X 15' ,e,.4S 4' X 30' 121 4' X 15' 15 ' 15' 10.' 15 ' 15 ' 15 ' 12' 12' 12' 12' 12' 12' 10' I,e,' 10' 10' 8' 8' 8' 0.' 5' 0.' ,e,hl 3.10 2.18 2.48 1.85 123 2h0 1.14 1.3,e, 1",8 ,e,,,,2 ,e,.35 ,e,.21& ,e,20 ,e,.13 ~.1'" PSI ALL LAWN folEADS TO SE ON 4" POi'" UP SODIES, SI-IFi1US I-IEADS TO SE ON 12" POI'" UP SODIES © 2006 fRIAD ASSOCIATES tRIAD ASSOCIATES - 12112 115111 Ave. NE Kirkland, WA 98034-6923 425,821.8448 425.a21.3481 f<lx 800.488.0756 toll ~ee www.triadassoc.com L a 11 dOe II e lop III e II teo II .s II I tan t " , PROJECT LANDSCAPE ARCHrTECT FIRST SUBMI'1'I'AL DATE: 7/19/06 SCALE: HOlil:!,: 1·~f(j' VER'/.:N/A lOB NO, FINAL L. . NO, 556 VALID SmNED AND DATED 03-185 :5 L 110F 13 ~ _____ 1'i SllEET NO. \ PORTIONS OF NE 1/4 ,SE 1/4 AND SE 1/4, SE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. j EXISTING WATER I-INE IRRIGIATION WATER METER eEE CIVIl-Dux;,. ~1F<F<IGlATION I-ATEF<AI- I-INE I VAl-vE vAl-vE TTl"'. AUTOMATIC CONTF<OJ. VALve I GlATE J MASTER GlATE 1 ~~-.--N--.,-I3',*8--+---t-< I UNION. TTF, ~ J ElACI<FLOW I PREYENTER A55EMElI-T '-----GlUICI< COUFI-EF< VAl-vE '------MANUAl-DF<AIN VAl-vE POINT OF CONNECTION NOT TO SCALE FINISH GRADE ,-------,--GATE vAI-VE 000,<:0 0°00.0 ° 00 ooq.o 00" °0 " "0 ,0 0 0 ,00., .? 0 0 ".'. ' " 0 • ,,0 0 •0 .0, 00,,0 0 • " • " 0 . , o o o o. o •• NOTE, r--~~------FINIS14 G~DE r-~--~--GATE VAI-Ye, I-INE SIZE r---1i1J±-,-,J----GAl-V. NIFFI-E, DIA. OF VAI-Ye MIN. 4" I-ONG, 60T14 SIDES '"----VAI-Ye 60X '----PVC P~SSU~ MAIN '-----pvc SCH 8IZP MAI-E ADAf"TE:!=! 60TH SIDES ~~---GAl-v. UNION, 60TH SIDES €lEAL. AI-I-T14I¢ADED JOINTS lLIIT14 TEl"I-ON TAPE ON MAI-E THI¢ADS ONI-T ONE VAI-Ye PEFia vAI-Ye SOX GATE VALVE - -71" --) - NOT TO SCALE SUPER JUMElO VAl-VE 60X lLIlTH I-OCI(;ING COYeR -FI-U5H WITH FINI5H GRADE COMFACT 6ACr<:;F11-1- Af'PF!OYeP DOUElI-E Cf-lECI(; VAl-VE GAl-V. UNION, TTP. 11(---5TANDARD vAI-Ye ElOX lLIlTH I-OCI(;ING COYeR -FI-USH WITH FINI5H G!=!ADE MA5TE:~ GATE VAI-Ye GALv. UNION, TTl". Rr~,----GAL V. ~esU]':!E MAIN CONNECT TO METE:!=! '---------------PEA GRAVEL SUMP ~~#~=-:..-5UF'pC)RT 61-0CI(;, TTl". '----------UNION, TTl". '------------5CH W p.V.C. MAI-E ADAPTER '-----------p.vc. P~SSU~ MAIN DOUBLE CHECK VAL VE ASSEMBL Y NOT TO SCALE ,-------------FINIS14 GRADE r----------lLIl~ 1-001" r--------AUTOMATIC CONTROl-VALVE: r-------pVC NlpFI-E, DIA OF VAI-VE -"""TT~'~ifm!i==I===I==l====2l!grr;:;:-MIN. 4" I-ONG, 60TI-I 51DES '~III'" -'-'=[1 5CI-IEDULE 8IZP UNION, 60TH SIDE:S -=lJj r--*;j-JTL' ---5CI-IEDULE W MALE ADAPTER, T ~ A~ J] 60T14 51DE5 _" "'J-o:i~~. <I' vALVE60X I, ,.-] 1!~f1lrl1j, UH-n~ PVC LATERAL LINE 1 I",JJ 4" MIN. FEA GRAVEL } 1:1>< i.,,' :,' ~·.::j,iaX 6RICI(; 5UPF'ORTS -TTf". r-~! ",illi' I U-" I I LL1, ,fllJ, ,Til ,-EACI-I CORNER "<I::::-I--oLL-'--'-'-'--'-'-'----'LL-----CONTROL lLIlRE5 ¥-t-I-f=------------PVC PIPE -SIZE AND TTPE €lAME AS ~55URE MAIN LL _____________ F'VC EL60W OR TEE L-______________ FVC p~55URE MAIN NOTE, €lEAL ALL TI-I~ADED JOINT5 lLIlTI-I TEFLON TAPE ON MALE TH~AD5 ONLT ONE VALVE PER VALve ElOX AUTOMA TIC CONTROL VAL VE NOT TO SCALE ,----------FINISI-I GRADE ,-------LOCI(;ING CAP VI II \ \ I ~"w~.!.!rr"----FROTECTIVE SI-EEVE ,.-.Iff!±"n-------D~IN vALVE ~;--p.v.c. LINE n--pY.C. EL60lLl 4 NIFFLE ~c--L_I"+Si,, L ____ F.v.C. PIPE, 18" MIN OFFeET .t6, FROM F'Y.c. I-INE 15 0 0 o LL~"-FI+-----3" p.v.C. FIFE, TI-I~ADED o o 0 III. 0 0 -oo~ . I ~m!:::-III:'-" ONE END o , t-n-f------DRAIN ROCI(; SUMP, MIN Ib CF. NOTE, ALL F'IF'E • FITTINGS TO 6E €lAME DIAMETER A5 Ipe FEMALE CONNECTION OF DRAIN vALVE MANUAL DRAIN Not m!>'CAIE ~ 't, ~ 'J I: V RAIN SENSOR NOT TO SCALE INSTAl-I-~IN SENSO!=! AND MOUNTING 6!=!ACI<ET AT TOP OF FENCE lLIEAT14ERHEAD FENce FOST I" RIGID 5TEEI-CONDUIT NOTE, €lEE GENERAl-IR!=!IGATION NOTE 01 FOR ADDITIONAl- IN5TAI-I-ATION l¢aUI~MENT5 ,-----GlUICI(; COUPI-ER t--'---TTII"FI =liTl PI =j111i1 ;====I=TIiT_IIj=1 ~ FINI514 GRADE '-=111 III 8 z f aJ , I II 11-ell /1f-"<-,IEId--VALvE 60X _II=- Mft+':r--(2) 5TAINLE55 5TEEL CI-AMP5 TO 5TAI<E I{H-+l---p.V.C. NIPPLE I~--3' 04 ~ElAR 5TAI<E A'-'---+Ht---%~ PVC TRIPLE SlLIlNG JOINT +---b::=u~t~=]c1tJ!..---p.V.C. P~55U~ MAIN '---------'=-----pvc TEE OR EL60W WIT14 TH~ADED OUTLET 51DE ELEVATION ~,.,' ,-, NOTE, AI-L TI-IE FITTINGS AND PIPE TO 6E €lAME DIA A5 11"5 FEMAI-E CONNECTION OF GlUICI(; COUPLER QUICK COUPLING VAL VE NOT TO SCALE 3" MIN Ib"MAX ~/ SPRAY HEAD NOT TO SCALE FINI51-1 5URFACE OF PAVING OR CURS FINISI-I GRADE 6FRINr<:;LER FLU61-1 lLIlTI-I FINISH GRADE pY.c. TEE OR EI-60lLl F.v.C. LATERAL LINE 6AReED POL TETI-ITLENE EI-60lLl 112" DIA. " 12" MIN. pOLT- ETHTI-ENE FLEX FlpE 6AReED POI-TET14TI-ENE EL60W ©2006 mlAD ASSOCIAfES 1211~ 115InAv •. NE Kirkland, WA 980:J4.6923 425,1121.8448 425,821,3481 fax 800,488,Q756 t611116e www.tMa-d:.lffSCJC.oom Lalld lJ81JeiolllllB!l1 Consultants ). ::i!: ~ CI) '5C ..... ~ ~ -~ C ~ ~ (J CI) :ce: ~ CJ c i:: Q <t: :t:: )... ~ ~ :t: -~ ;: -<: CI) c (J NICK A, YlNGfR. _PLS PROJECT SURVEYOR MICHAEL A. MOODY, Pi: PROJECT ENGINEER FIRST SUBMlTrAL DATE: 7/19/06 , SCALE: HORl!,: 1''''10' VRIII.:N/A FINAL JOB NO. 03-185 L 120F 13 ~ ---'.--_ .• -'.---•. _-.-.§ SHEET NO. PORTIONS OF NE 1/4 , SE 1/4 AND SE 1/4, SE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. IRRIGA TION NOTES -THIS SYSTEM WAS DESIGNED WITH AN ASSUMED WATER FRESSU~ OF 12S AT THE FOINT OF CONNECTION. CONTRACTOR TO vERIFY THIS FRESSU~ FJ:<IOR TO BEGINNING WORK AND SHALL MAKE ADJUSTMENTS AS NECESSARY -OBTAIN ALL FERMITS AND FAY REQUIRED FEES TO ANY GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THE UJORK. ARRANGE INSFECTIONS IF REQUIRED BY LOCAL AGENCIES AND ORDINANCES DURING THE COURSE OF CONSTRUCTION. EXAMINATION -VERIFY ALL CONDITIONS AND DIMENSIONS SHOUN ON THE FLANS AT THE SITE FJ:<IOR TO COMMENCEMENT OF ALL WORK UNDER THIS CONTRACT. -VERIFY LOCATION OF EXISTING UTILITIES. NOTIFY OLUNER'S REFRESENTATlvE OF ANY DISCREFANCIES BETWEEN FLANS AND EXISTING CONDITIONS. -VERIFY THAT REQUIRED UTILITIES ARE AVAILABLE, IN FROFER LOCATION, AND READY FOR USE. FREFARATION -THIS DESIGN IS DIAGRAMMATIC. EQUIPMENT SHOLUN UJITI4IN FAVED AREAS IS FOR DESIGN CLARIFICATION ONLY, AND SI4ALL BE INSTALLED IN TI4E FLANTING AREAS IN A MANNER SO AS TO CONFORM WITH THE vARIOUS DETAILS. -LAYOUT AND STAKE LOCATIONS OF SYSTEM COMFONENTS. TRENCI4ING -REFER TO UTILITY FLANS FRIOR TO TRENCHING. -TRENCI4 BOTTOMS SHALL BE SMOOTH AND SHALL FROVIDE UNIFOI=!M SUFFORT FOR FIFE. -MINIMUM TRENCH WIDTH, AS REQUIRED TO FROVIDE 3 INCI-IES OF CLEARANCE ON EACH SIDE OF FIFE AND 3 INCI4ES OF CL.EARANCE BETUJEEN FIPES INSTALLED IN COMMON TRENCH. -TRENCI4 TO ACCOMMODATE GRADE CI4ANGES AND SLOFES TO DRAINS. -MAINTAIN TRENCHES FREE OF DEBRIS, MATERIAL, OR OBSTRUCTIONS THAT MAY DAMAGE FIFE. -EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR =XI5TING UTILITIES. CONTRACTOR SI4ALL VERIFY TI4E LOCATION AND CONDITION OF ALL UTIl..ITIES AND BE RESFONSIBLE FOR DAMAGE TO ALL UTILITIES. REFAIR ANY DAMAGE CAUSED BY, OR DURING THE FERFORMANCE OF WORK AT NO ADDITIONAL COST TO THE OUNER. FIELD ADJUST SFRINI<LER LOCATIONS SO AS TO AVOID CONFLICTS WITI4 UTILITIES (FIRE HYDRANTS, TRANSFORMERS, ETC.). -DO NOT WILLFULLY INSTALL THE SFRINKLER SYSTEM AS SHOLUN ON THE DRAUJINGS WHEN IT IS OBviOUS IN TI4E FIELD THAT UJIND CONDITIONS, OBSTRUCTIONS, GRADE DIFFERENCES OR DiffERENCES IN THE AREA'S DIMENSIONS EXIST THAT MIGI4T NOT HAVE BE2N CONSIDERED IN THE ENGINEERINC.. BRING SUCH OBSTRUCTIONS OR DIFFERENCE€> TO Tl4E ATTENTION OF THE OLUNER'S AUTHORIZED REFRESENTATIVE. IN THE EVENlTHIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESFONSIBILITY AND COSTS FOR ALl.. NECESSARY REVISION6. FIFE, FITTINGS 4 INSTALLATION -COMFL Y WITH MANUFACTURER'S PRINTED INSTRUCTIONS. -SOL VENT WELDED JOINTS, I. ASSEMBLE ABOVE GROUND WHERE FOSSIBLE. 2. CUT SQUARE, REAM AND THOROUGHLY CLEAN. 3. MAKE JOINT USING FRIMER AND CEMENT. CONTINUOUSLY WIFE OFF EXCESS CEMENT. FRIMER, WELDON F-1(2) FVC IAMFO-UFC AND NSF LISTED. CEMENT, COMFLY UJITI4 ASTM D2S64, IAMFO-UFC AND N&F LISTED. 4. ALLOW A MINIMUM OF IS MINUTj:S OF SET -UF TIME BEFORE HANDLING, AND A MINIMUM OF 24 140URS BEFORE EXFOSING TO UJATER. -THREADED JOINTS, I. USE TEFLON TAFE FOR FLASTIC TO FLASTIC AND FLA!:'>TIC TO GALVANIZED JOINTS. I4AND TIGHTEN AND USE ONLY LIGHT WRENCH FRESSURE AS REQUIRED TO FRODUCE SOUND JOINT. 2. USE FIFE JOINT COMFOUND FOR GALVANIZED TO GALVANIZED JOINTS. -INSTALL TO ALLOW FOR THERMAL EXFANSION. -FAINT ALL BELOW GRADE GALVANIZED FIFE WITI4 GALvANIZED FIPE FAINT (CARBON ELASTIC FAINT NO. 2221 BY AMERICAN TAR COMFANY OR EQUAL). -FIFES 4 FITTINGS SI4ALL BE THE FOLLOWING TYFES, I. MAINLINE, 2" 4 GREATER, PVC TYFE 112(2)-3IS 2. MAINLINE, LESS THAN 2", PVC SCH. 4(2) 3. LATERAL LINES, FVC TYFE 112(2)-2(2)(2) 4. ALL LINES UNDER FAvING, FVC SCI4. 4(2). ALl.. FIFING UNDER FAVING SI4ALL BE INSTALLED IN SLEEVING. SIZE AS FER FIFE SIZING SCHEDULE S. SLEEVES, FVC SCH. 4(2) 6. FLASTIC FITTINGS FOR LATERALS, PVC SCH. 4(2) 1. NIFFLES 4 FITTINGS FOR RISERS 4 VALVES, FVC SCH. 8(2) 8. FOL YETHYLENE FIFE, LINEAR LOUJ DENSITY FOLYETHYLENE-MIN. WALL THICKNESS -.10" ALL LINES SHALL BE FRovlDED WITH SOLVENT WELD JOINTS 4 FITTINGS AND ALl.. MAINLINE SHALL BE PRESSURE TESTED AT 1(2)(2) FSI FOR I HOUR. -6LEEVING SHALL EXTEND 12" MINIMUM BEYOND EDGE OF CURe OR FAvING. MARK BOTH ENDS UJITH A STAKE. UNLESS CALLED OUT ON FLANS, SIZE TO BE TWO TIMES (MIN.) TI4E SIZE OF FIFE BEING 6LEEvED. - DEFTH OF CovER OVER FIFING SI4ALL BE A6 FOLLOWS, I. MAINLINE, 18" (uNLE66 UNDER FAvING) 2. LATERAL LINES, 12" 3. SLEEVES FOR MAINLINE, 24" 4. SLEEVES FOR LATERAL LINES, 18" EQUIPMENT INSTALLATION -BACKFLOW FREVENTION DEviCE, CONFORM TO MANUFACTURER'6 FRINTED IN6TRUCTIONS, DETAILS 6HOLUN ON DRAWINGS AND GOVERNING CODES AND REGULATIONS. -AUTOMATIC CONTROL VALvE6, I. CONFORM TO DETAILS. 2. FLUSH MAINLINE OF ALL DEBRIS BEFORE INSTALLING VALVES. 3. INSTALL EACI4 VALVE IN A SEFARATE vALVE ElOX. (AMETEK ElOX UJITH LOCKING COVER OR EQUAl.) 4. SET vALVE BOXES FLUMB AND SQUARE WITH ADJACENT STRUCTURE6 AND FLUSH WITH FINISH GRADE. S. SET vALvE BOXES IN SI4RUB AREAS WHENEvER FOSSIBLE. SET ADJACENT TO LAWN OR FAVED AREAS. -MANUAL DRAIN vALVES, INSTALL AT ALL LOW FOINTS ON MAINLINE IN THE SYSTEM. -CONTROLLER, I. ALL ELECTRICAL WORK SHALL CONFORM TO AFFROFRIATE ELECTRICAL CODES AND ORDINANCES. 2. INSTALL AND WIRE IN CONFORMANCE WITH MANUFACTURER'S FRINTED INSTRUCTIONS. 3. WIRE ONLY ONE vALVE FER STATION. 4. MAKE CONNECTION TO ELECTRICAl SUFFL Y. S. CONTROLLER SHALL BE SET TO AlLOW SFRINI<LER OFERATION DURING FERIODS OF MINIMUM EVAFORATION -CONTROL WIRE, I. CONTROL WIRE SHALL BE COFPER, UL RATED FOR DIRECT BURIAL, TYFE UFo CONFORM TO NEC. COMMON SHALL BE WHITE, IMFULSE R5D. 2. ABOVE GRADE WIRE SHALL BE INSTALLED IN AFFRovED CONDUIT TO A DEFTH OF 18 INCHES BELOW GRADE. 3. BUNDLE WIRES WITH ELECTRICAL TAPE AT MAXIMUM 1(2) FOOT INTERvALS. TAFE BUNDLE TO BOTTOM OF MAINLINE WHERE FOSSIBlE. 4. RUN A SEFARATE IMFULSE WIRE AND A COMMON GROUND TO EACH CONTROL vALVE. S. MAKE SFLICES IN VALVE BOXES ONLY. USE RAINBIRD SNAF-TITE CONNECTORS OR EQUAL. 6. FROVIDE A 12 INCH LOOP AT EACH vALVE. MINIMUM WIRE SIZE SHALL BE DETERMINED BY THE FOLLOWING CHART, NO. OF VALVES MAXIMUM LENGTH OF COMMON WIRE S(2)(2)' 1(2)(2)(2)' 2(2)(2)(2)' 3(2)(2)(2)' I 14 14 14 12 2 14 14 12 1(2) 3 14 14 1(2) 8 4 14 12 1(2) 8 -S~INKLER HEADS, I. INSTALL AS REQUIRED TO FROvlPE FULl.. IRRIC.ATION COVERAGE FOR ALL SHRUB BEDS AND LALUN AREAS TO RECEiVe: IRRIGATION. 2. THOROUGHLY FLUSH LINES BEFORE INSTALliNG NOZZLES. -QUICK COUPLER! GEAR DRIVEN ROtOR HEADS I. INSTALL ON TRIFLE SWING JOINt AS peTAlLED. 2. MINIMUM RISER SIZE SI-IALL MATet-! tl-lE INLEt. -SMALL FOP-UP SPRINKLERS, 1. INSTALL ON FI..EXIBLE RI5eR5 AS PeTAllED 2. MINIMUM RiseR SIZE SHALL MATCI-I THE INL.ET. -SEt ALL LALUN HEADS I" ABOVE FINAL FINISH GRADE UNTIL SEEDED LALUN AREAS HAVE FILLED INt THEN SET HEAPS FLUSH WITH FINISH C.RADE. -SET AL.L HEADS FERPENPICULAR TO FINISH C.RADE AND 6" eACK FROM CURes AND WALKe UNLESS OTHERUJISE NOTED. BACKfiLLING -BACKFII..L ONLY AFTER SF'ECIFII:P TeSTS I4AVE BE:!:N FERFORMED AND OLUNER'S RE~ESENTATIVE ACCEPTANCE HAS BEEN1:'BTAINED. -CLEAN TRENCHES OF PEBRIS AND ROCKe. -BACKFILL WITH AFFROVED GRANULAR SANDY NATIVE ON-SITE MATERIAL. FIELD QUALITY CONTROL -TESTS, THE FOLLOWING TI:STS SHAI..L eE FERFORMED BY THE CONTRACTOR AND OBSERvED BY THE OLUNER'S REFRESENTATIVE. CONTRACTOR SHALL SUFFLY ALL EQUIPMENT NECESSARY FOR CONDUCTING TESTS. I. MAINLINE, FRESSURE TEST AT 1(2)(2) FSI FOR I HOUR. THIS PRESSURE SHALL BE MAINTAINED UNTIL ALl.. JOINTS, FITTINGS AND RI6ERS HAVE BEEN INSFECTED AND AFPROVED BY OLUNER'S REFREseNTATIVE. MAXiMUM FSI LOSS IN IS MINUTE TEST SHALL BE S FSI. CORRECT ANY LEAKAGE NOTED AND REFEAT TEST UNTIL SYSTEM IS AIR TIGI4T. CENTER LOAD FIFE UJIT14 BACKFIL.L BETWEEN FITTINGS AS REQUIRED TO SECURE FIFE IN FLACE DURING TEST. DO NOT COVER FITTINGS. 2. LATERAL LINES, FRESSURE TEST AT FULL LINE FRESSURE FOR A FERIOD OF ONE HOUR. CAF ALL HEADS AND CENTER LOAD FIFE WITH BACKFILL MATERIAL TO SECURE IN FLACE DURING TEST. DO NOT COVER FITTINGS. REFAIR ALL LEAKS, HOWEVER MINOR, AND REFEAT UNTIL SYSTEM IS WATER TIGHT. 3. COVERAGE TEST, OPERATE SYSTEM TO TEST IRRIGATION COVERAGE IN FRESENCE OF OLUNER'S REFRESENTATIVE. IF COvERAGE IS INADEQUATE, MAKE CORRECTIONS AS DIRECTED AT NO ADDITIONAL COST TO OUNER. 4. ALL TESTS THAT FAIL WILL REQUIRE ADDITiONAL TESTING AT CONTRACTOR'S EXFENSE. INSTALLER'S FIELD SERVICES -PREFARE AND START SYSTEMS. -FROVIDE ONE COMFLETE SFJ:<ING START UF AND ONE UJINTERIZATION PROCEDURE. CONDUCT TI4ESE OPERATIONS WITH OLUNER'S PERSONNEL FRESENT AND INSTRUCT THEM ON THE REQUIRED FROCEDURES. -INSTRUCT OLUNER'S FERSONNEL IN OFERATION AND MAINTENANCE OF SYSTEM, INCLUDING ADJUSTING OF SFRINKLER I4EADS. USE OFERATION AND MAINTENANCE MATERIAL A6 BASIS FOR DEMONSTRATION. -FROvlDE AS-BUILT DRAWINGS TO OWNeR'S REFRESENTATIVE FOR AFFROVAL AFTER INSTALLATION OF IRRIGATION SYSTEM IS COMFLETED. ADJUSTING -ADJUST CONTROL 6YSTEM TO ACHIEVE TIME CYCLES REQUIRED. -MODIFY HEAD AND NOZZLE TYFES AS DIREcTED. -FLUSH AND ADJUST ALL SPRINI<LER I4EADS FOR OFTIMUM FERFORMANCE. THIS SI4ALL INCLUDE THROTTLING THE FLOW CONTROL AT EACI4 VALVE TO OBTAIN Tl4E OFTIMUM OFERATING PRESSURE FOR EACI-! SYSTEM. -ADJUST I4EAD LOCATION IF SPRAy IS DETRIMENTAL TO OR BLOCKED BY TREE, SI4RUB OR STRUCTURE, MAINTAINING EvEN COVERAGE OF FLANTED AREAS. MINIMIZE ALL OVERSFRAY ONTO WALKS AND STREETS. MAINTENANCE -MAINTAIN SYSTEM DURING MAINTENANCE FERIOD SPECIFIED IN FLANTING SFECIFICATIONS. CLEAN-JF -CLEAN UF ALL DEBRIS CAU~ED BY THIS FROJECT UFON COMFLETION OF OFERATIONS AND FRIOR TO UJATERING. GUARANTEE -THE ENTIRE SFRINKLER SYSTEM SHALL BE GUARANTEED BY TI4E CONTRACTOR TO GIVE COMFLETE AND SATISFACTORY SERViCE AS TO LAYOUT, MATERIALS AND WORKMANSHIF FOR A FERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEFTANCE OF THE WORK BY TI4E OLUNER. -SHOULD ANY TROUBLE DEVELOF WITI4IN ONE YEAR WHICI4, IN OFINION OF THE OLUNER OR HIS REPRESENTATIVE, IS DUE TO INFERIOR OR FAULTY MATERIALS AND/OR WORKMANSHIF, THE TROUBLE SI4ALL BE CORRECTED, WITHOUT DELAY, TO TI4E SATISFACTION OF TI4E OLUNER AND AT THE CONTRACTOR'6 EXFENSE. -ANY SETTLING OF BACKFILLED TRENCHES SHALL BE REFAIRED BY TI4E CONTRACTOR AT HIS EXFENSE, INCLUDING RESTORATION OF SEEDED, SODDED AND/OR FLANTING AREAS. -CONTRACTOR SHALL MAINTAIN A SET OF "RECORD" DRAUJINGS THROUGHOUT THE CoURSE OF CONSTRUCTION AND DELIVER THESE DRAUJINGS TO OLUNER'S AUTHORIZED REFRESENTATIVE UFON COMFLETION OF UJORK. -'RECORD' DRAUJINGS SHALL SI-IOUJ ACTUAL LOCATIONS OF CONTROLLER, BACKFLOW FREVENTOR' VALVES, RISERS, SLEEVES ETC. OFERATIONS AND MAINTENANCE MANUAL -AT COMFLETION OF THE IRRIGATION SYSTEM, SUBMIT FOR REviEW A MANUAL, 3 RING NOTEBOOK, TO OLUNER'S REPRESENTATIVE CONTAINING AT MINIMUM TI4E FOLLOUJING INFORMATION, I. LIST OF AUTHORIZED DISTRIBUTORS AND SERVICE REPRESENTATIVES 2. GUARANTEEIlUARRANTY CERTIFICATES FOR ALL EQUIPMENT. 3. INSTRUCTION MANUALS FOR ALL EQUIPMENT USED. 4. UJINTERIZATION AND SFRING 6TARTUF FROCEDURES. S. CHART OF AFFROXIMATE STARTUF TIMES FOR FROURAMMING CONTROLLER ZONES FOR SFRING, SUMMER AND FALL SCHEDULE. 6. CONTROLLER CABINET KEYS. 1. ONE FRINT OF 'RECORD' DRAWINGS. IRRI~ATION FERFORMANCE NOTES: • Mainline shall be placed under landecaped areas, whlSre:!ver POSsible. When crossing a under a road Is neceeear!:J It is Intended that a eleeve be prOvided. • Automatic controller ehall be Installed on pedeetal which shall be mounted on 4' x 4' concrete pad. • Automatic control valves ehall be grouped when P066lble. • When poeeible, automatic control valves ehall be placed in shrub bede Immediatel!:J adjacent to lawn areas. The valve box edge shall be para Ilel to the shrub bed edge. Valveboxes In lawn areas, ehall be placed Immedlatel!:JaCiJa'cenUoa/'1dpara Ilel with an adjacent curb or walk. The top of the box shall be flueh with flnleh grade. , • Quick couplers eha II be located with groupe. of va Ive boxes to make them easier to locate. . • Sprinkler head la!:Jout eha II be head to head full coverage Id!:Jout. • Irrigation zonee for lawn areas and shrub beds shall be operated b!:J automatic control va Ivee on eeparate zones. • Groups of isolated lawn or shrub areas ma!:J be connected as a Single irrigation zone, but it is intended that areas with northern and eastern exposuree be placed In different zonee tha'n areas with eouthern and wee tern exposures. : • Irrigation zonee ehall not exceed 30 GPM per zone with an operating preesure at the heade of \30 pel. • Valve slzee shall be per manufacturere recC?mmendatlon. • Latera I line eizee eha II be per Pipe Sizing $chedule. • All lawn heade to be on 4" pop up bodies, shrub heads to be on 12" Pop up bodies. \ • Preeeure regulating Seal-A-Matic (SAM) or eClual, shall be installed as necessar!:J on low ends of zones to prevent leakage from low heade. • Coverage test: Operate s!:Jstem to test irrigation coverage in preeence of owner'e representative. If coverage is InadeCluate, make correctione ae directed at no additional coet to owner. • Adjust head location if epra!:J ie detrimental to or blocked b!:J tree, ehrub or etructuree, maintaining even coverage of planted areae. minimize a II overspra!:J onto wa II<.e and etreete. © 2006 TRIAD ASSOCIATES "'~RIAD' ........ . ... . T ·· . ,,' ASSOCIATES ~ 12112115thAve.NE Ki,~and. WA 98034·6923 425.821.8448 425,821.3481 fax 800,488,0758 toll ff ... WW\N,tfitlda!lSoo-,eom L a 11 d 0 [0 veil] ~ III e 11 teo 11 :; II I ~ a 11 t s ). <: ~ CI) ~ ~ ~ ~ ~ 0 y.j ~ ct ~ (I) 0 ~ ~ i::: ~ ::r: ).. Q:: ~ :t: ~ SE <: CI) 0 ~ JEFFReY L. cox.. ASLA . PROJECT LANDSCAPE ARCBrTECT FIRST SUBIII'l'rAL DATE: 7/19/06 SCALE: Hom.: '·""0' VERT.:N/A FINAL STATE OF WASHINGTON I J RED LANDA. RC~ J E L. COX CE CIi. E NO. 556 TAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-185 L130F13 ~ _____ 13 SHEET NO.