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Permit 6687 - City of Tukwila / Crystal Springs Park - Picnic Shelter
6687 91-238 crystal springs park 5116 south 158th street picnic shelter 6687 91-238 crystal springs park 5116 south 158th street picnic shelters Permit 6687 - Crystal Springs Park I hereby certify that I have read and examine this perm an know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. / / SIGNATURE: � `1r . ...1_,,,;4p J"... DATE: 7 "1 7 — `' PRINT NAME: ZD /BZ�scA) COMPANY: 1 /449 Pt' jj' G 1ti02/e-P TYPE OF CORST.: V - N ll = I • year 1988 SETBACKS: N- S - E- W- FIRE PROTECTION: O Sprinklers Q Detectors Qx N/A UTILITY PERMITS REQUIRED? O Yes O No (through Public works) ZONING: BAR/LAND USE CONDITIONS? O Yes g) No CONDITIONS (other than those noted on or attached to permit/plans) ARCHITECT Natural Structures PHONE 323 -1602 ADDRESS 2525 Boyer Avenue East, Seattle, WA ZIP 98102 _ City of Tukwila PHONE 433 -1843 ADDRESS 6200 Southcenter Boulevard, Tukwila, WA aP 98188 CONTRACTOR Golf Landscaping, Inc. PHONE 838 -2567 ADDRESS 28016 Military Road South, Auburn, WA ZIP 98001 WA. ST. CONTRACTOR'S LICENSE # GOLFL* *263R0 EXP. DATE 5 -20 -92 ARCHITECT Natural Structures PHONE 323 -1602 ADDRESS 2525 Boyer Avenue East, Seattle, WA ZIP 98102 _ CITY OF TUKWILA Dept. of Community Development- Building 6300 Southcenter Boulevard, Tukwila WA (206) 431 -3670 BUILDING (0(40S1 PERMIT NO. DATE ISSUED: Division 98188 BUILDIN a PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES DESCRIPTION BUILDING; PERMIT FEE PLAN:CHECK FEE:. BUILDING: SURCHARGE OTHER, TOTAL AMOUNT :126 :00' 9'56x3, RCPT # <9568 . 1349 PLAN CHECK NO.: 91 -238 PROJECT : INFORMATION SITE ADDRESS 5116 S 158 St PROJECTNAME/TENANT Crystal Springs Park SUITE # TYPE OF (x) New Building O Addition Li Tenant Improvement (commercial) O Demolition (building) O Grading/Fill WORK: O Rack Storage O Reroof O Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Construct pre - manufactured picnic shelter. VALUE OF CONSTRUCTION - $ 10, 500.00 ASSESSOR ACCOUNT # 222304 -9009 COPE COMPLIANCE ... SQUARE FEET OCC. SQUARE LOAD FEET OCC. SQUARE LOAD FEET OCC. SQUARE LOAD FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FE TOTAL ET OCC.LOAD APPROVED FOR ISSUANCE BY: MINA • BUILDING OFFICIAL DATE: i This permit shall become null and vor Issuance, ar if the; work''is suspends CERTIFICATE OF OCCUPANCY NO. RA w il'kl; d or abandonei cornme or a: period; of 1 DATE ISSUED: PERMIT NO. CON'i ACTED DATE READY DATE NOTIFIED ---I~ 1 l Ct C 1 I 1 BY: ) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) BY: (init.) AMOUNT OWING 3RD NOTIFICATION PLAN CHECK NUMBER INSTRUCTIONS TO STAFF SI l • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET TOTAL OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. I rt PLANNING &I - initial review CSit FIRE PUBLIC WORKS 0 OTHER 21 BUILDING - final review INIT: ZONING: 'T/o REVIEW COMPLETED �/ PROJECT NAME g4-2,4):)6V / SITE ADDRESS I SUI NO. mom Sr' NI_Inrourizaarrti.v.mans A PPRO,V 0/1 lq (ROUTED BUILDING C 'ERMIT ,APPLICATION TRACKING INIT: !, s l RE UIREMEN.T CONSULTANT: Date Sent - 0 / i3 / 7/ FIRE PROTECTION: S • rinkl _ rs ( Detectors VLN /A INSPECTOR: .s FIRE DEPT. LETTER DATED: -1 INIT: / MINIMUM SETBACKS: N- t.l S- M UTILITY PERMITS REQUIRED? I(� PUBLIC WORKS LETTER DATED: li121111111i r .0 =11,141 REFERENCE FILE NOS.: TYPE OF CONSTRUCTION: Vu COMMENTS Date Approved - BAR/LAND USE CONDITIONS? UBC EDITION (year): 196 TOTAL OCC LOAD w- ' 14/k o8I17/90 SITE ADDRESS 51 ( ( 4; 5 lJ ' SUITE # Crystal Springs Park So. 160th and 51st Ave. So. VALUE OF CONSTRUCTION - $10,500 PROJECT NAME/TENANT Tukwila Parks & Recreation Department ASSESSOR ACCOUNT # (commercial) Li Demolition (building) 0 Other* TYPE OF 0 Now Building Addition 0 Tenant Improvement WORK: 0 Rack Storage O Reroof O Remodel (residential) DESCRIBE WORK TO BE DONE: Picnic shelter, open sides with wooden roof and cement floor which will be part of this park project. This is a pre - manufactured structure made by Natural Structures. BUILDING USE (office, warehouse, etc.) Picnic shelter NATURE OF BUSINESS: Public Park WILL THERE BE A CHANGE IN USE? ci No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 560 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? U No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER City of Tukwila, Parks & Recreation Department PHONE 433 -1843 ADDRESS 6200 Southcenter Blvd., Tukwila, WA ZIP 98188 CONTRACTOR Golf Landscaping, Inc. PHONE 838 -2567 ZIP 98001 ADDRESS 28016 Military Road South, Auburn, WA WA. ST. CONTRACTOR'S LICENSE # GOLFL * *263R0 EXP. DATE 5/20/92 ARCHITECT Project: Stixrood Associates - Arch.: Natural Structurd HONE 323 -1602 ADDRESS 2 Boyer ' ve. . , eatt e, i , ZIP 98102 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER 'Je `.APPLICATION .MUST BE . PILLED :OUT .COMPLETEL.Y. • BUILDIN3 PERMIT APPLICATION BUILDING OWNER SIGNATURE OR PRINT NAME AUTHORIZED Gary Van Dusen AGENT ADDRESS 6200 Southcenter Blvd. , Tukwila M ICA1: CONTACT PERSON Don Wi 1 i ams PHONE 433 -1850 CITY/ZIP 98188 PHONE 433 -1843 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES site conditions. SUBMITTAL CHECKLIST fl Specifications • Structural calculations stamped by a Washington ilcense engineer 1 0 report stamped by a Washington State licensed engine Topographical survey E.Encirgy:calculations • stamped by a Washington. State „Oenitect.•• I :••••:::•••••• • • engineer or architect •':.••.: .••••.:••••••••:-..• •.•.• J Legal description .. • • Wo,idng • • : • ..drawings ;• stamped by a Washington State licensed arChltect, which include •: •.• ,• •:••••••••••••••••••••::::::::: ••••• •••• • • • • •••• • •••-••••:•••••':::•:''''''',"•:•••••?••••••:"••••••:••••:•,•:•::"•:••••••••••••:•":•::•:'•••• :•••; ••.: •••• •,••••::•:.::::•••••••••:ii.:..... • •• :•. •••• • '••••••••:.i:.,::.:.!••••••••::::::-.1•:-::::;:::--•••:-.•:::•••:::".•;.••:?•••••••••••:,,..:.:••••,,•••• • • • • • • • ::•• • ••• ::••. •.:-..- — — ••••.."• "-..••••••••'.".'.".".•''.• •—••"...i..•.:•..*::: ''."..*:.::•.":',:•:•:-•..s..:',•••:..."..s... ......... „.,....... .. ....... .......,.•....:•:..........:•:::••.--.• . . . . . :Completed utility pertnifeppli4ition::(Orle•fortirir..p • ............ ................„.....:„...............,„:„.„.„:„. .. ::::••••• :::::: .. :•.; .......• ••••••••• : .... :, .-- ::: •. •••••• :::::::::::::::::::•:::::::::::::::.:.:•,:::- ::::::::,.„-•:.-..„....................::::::: : ciraviingS:::::::•::.;:::::::::•::::::::::.::::::::.•:::::•:::••::::::•••:::::::: NOTE:'..Bee UtilitYpe im I t: aPPlicatienen d6,it checklist id .f*ePeOl liO::tidl 10■ ..:Submittatrecitrirements • ........„.„.„ . .. . . ....,..„.. Building floor. plan ch�wing::..1:.. :•:•...•••••••: ••••••••••;•.Entire space where racks will be locate . Exit doors . . . . . . . „ . . .. ,"•'•...., . • • ; RACK STORAGE. • ,• . -;;•••• ;••;-:- [J Completed building permit application Assessor Account Number „. . . • • • .• ••• • • •• •••,•'. • ••••••" • " • • •••• .• Two. (2) sets which Incitidet•:•:•" :::::::: :E Tenant space floor plan showing rack storage layout aisles and exits NOTth..livkicie 'dimensions of racks1:(heightiOcItherid ;:artgailt NieYe ••; „.„ Structural calculations stamped by a Washington Slate license engineer (eqpic ::..:,. . . . ...... • . • . • • RESIDENTIAL - ....PIEWSINGW-FAPAILY...DW.EU.INGS/ADDITIONS.:•:::‘,:::.::::.k El Completed building permit application (one for each structure) Legal description Assessor Account Number Two sets (2) of working drawings, which inc1iie • Site plan (Qi plan show sfliy&snt loca5O(i. . • • : Foundation plan • •••••:::::::•:::•:::::::,iclucre:Stcess ro ..... :. F Ft o C t i j or plan /r dle i • Roof plan' • •. •:. .• Building elevationS .•:: • Buliding.cross-section::: framing • • "-"" •••••>"••••••••••••••••••:••••:•,:::.:-:•••••••::•::.:::: ri Washington State Energy Co • : •• E Completed utility permit application .• ••• •••••• • „. Six (6) sets of site plans showing utilities •••••.• • • ••..".••• • . ..‘ NOTE Building site plan and utility site plan may be coMbIneel.:.: See utility permit application and checklist for specific subrititial.requiremenis; • . . . Additional topographical and soils Information may be required if Unique ; ....., ............ .., „i„ , each struatur -.... p .., .........,, ,... .... -; .. ; . --...,...:.:.....,,,;;;,.....:::::.:,......?..,-,-.... app li ca tion i1 or . ;;; ,- ;; ;- •; : ::"; ...---.. ";:;';:i;:; . .z . .":;;:..':;;:.;;;;;'''''.';'"" : ::";N:' . " .. ';'...-- *iif;O*;) ..... ... . . . ............................................................................................................................................................................................................. .....:•.-.. . ......„:„...„.............„....„.............,.....,.....,..,......:...:...:.;•...:.::::....:...........:.•..........„........,.......:„..:..............:....,,.......,...,.:„.....„.„ •."."......•.....,,,,,,,,,..:.......?...,,,,....•.....,,,.,,,.....,.,.::::...,,... '.... '*: ........::- Loc . .. 'ottenent SPacip:::•:.. 'Existing and proposed parking • Landscape plan (If applicable to change of use) Overall building plan • Tenant location • Use of ada�ent (common Wall) tenan footage • • .• ••••• . •••'•'•••••••••-• fl • • tena . use of each roon labelled • Tenant space plan with •Exitdoor, egress patterns • N*m walls, existing wall, and abut) ks2rtsseetcst "15 be demolished • • wall • constru • and me thod ' • ••••• • of ......................... done( • attachment for floor and ceiling ku,a• -- to p ::•:•:•••tarriti.0:•'''• werk,„. . rate utittlY ern* e Ofru,. „.cal; .• • •:°•:•„/ .; ripip;ENTy . .. . .• . . . ...„..... Completed building permit application (one for each structure) "•: Assessor Account Number FT Completed building permit application Assessor Acoount Number Two (2) sets of plans whIch Inclu ..• .• S howing b ••••• • . al stste sau :cinsed • . chment ash ''• 13/t • ;j ° 1 enginee • • Complotad pti4064.; pptilil(applICatiOri.;(4ne for each structure) •isaessOrAccoqnt 1‘./k(2):004.9tWotkt 000 w include :::Narrative..dOSirtibiri4:Oriting'roof,,Matnrial being remo material being Installed .. ... • .. ....... :••••::.NOTE • inspection and sign- o( the permJt and ''."::•••••••• 0601 * Roof plan 'BuIlding Olevatlons (all views) • Building f rami n g °n • " • .• .• •:: ;•• • . NOTE anyurlliryr wericis:tol be d o ne pro vide permit application • ;„ and POO* must b e ;100im!d. : • •Completed bUllting.:"perMit iaPpliOation..(ona• for each . structure) • • ,•.• fl Assessor Account Number ..• ••,...„::••:.:. . • ..:•• • ::.• „:. Narrative describing existing root, Material. being : removed, and Material being Installed • NOTE: letter Is required prior ro final tospectlon and sign:' .1 • Off of the permlt.: •• • • ... • •• • •• • : • • • • • RI Building Permit ACCOUWT.:. NUNAB)14 ... .. N7' 000/322.100 $ / ?l .000/345.830 000/386.904 000/322.800 71 t3 • City of Tukwila — Dept. of Community Development 6300 Southcenter Boulevard, Tukwila, Washington 98188 1e �,w'jti ( JUN 1 2 1991 r'1 ' ' OF TURWILA BUILDING PERMIT CUSTOMER CHARGE TRANSMITTAL DATE: // / �j/ 1 EMPLOYEE'S NAME: CUSTOMER: 74'f'. /•��- �'• •-� �.�- (206) 431.3680 vvvv vVUIt n.c1ILC► uuuwva►u, I un►wna V Vfl I vv (206) 431-3670 ^ , DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE , P(,n ' (�G7 ZIP 98001 WA. ST. CONTRACTOR'S LICENSE # GOLFL * *263R0 PLAN CHECK NUMBER � , -" APPLICATION MUST BE FILLED OUT COMPLETELY PLAN FEE 6 UILOING SURCHARGE ZiP 98102 OTHER. ::. TOTAL - SITE ADDRESS SUITE # Crystal Springs Park So. 160th and 51st Ave. So. VALUE OF CONSTRUCTION - $10,500 ?568 PROJECT NAME/TENANT Tukwila Parks & Recreation Department ASSESSOR ACCOUNT # 6 —/ 3 -q/ TYPE OF © New Building • Addition • Tenant Improvement (commercial) • Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Picnic shelter, open sides with wooden roof and cement floor which will be part of this park project. This is a pre - manufactured structure made by Natural Structures. BUILDING USE (office, warehouse, etc.) Picnic shelter NATURE OF BUSINESS: Public Park WILL THERE BE A CHANGE IN USE? 0 No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 560 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? U No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER City of Tukwila , Parks & Recreation Department PHONE 4334843 ADDRESS 6200 Southcenter Blvd., Tukwila, WA ZIP 98188 CONTRACTOR Golf Landscaping, Inc. PHONE 838 -2567 ADDRESS 28016 Military Road South, Auburn, WA ZIP 98001 WA. ST. CONTRACTOR'S LICENSE # GOLFL * *263R0 EXP. DATE 5/20/92 ARCHITECT Project: Stixrood Associates - Arch.: Natural StructureP 323 -1602 ADDRESS 2525 Boyer Ave. E., Seattle, WA ZiP 98102 . 1 CtiTY OF TUKWILA Department of Community Development - Building Division BUILDINJ PERMIT APPLICATION EREBY :THr4T I>:HAVE.;; READ • >;ANp:';EXAMINEQ:THIS APPI ICATIQN<! ;TRUE: AND> CORRIECT, :AND I :Atli AUTHORIZED TO APPLY. Ft R THIS PERMIT :. .... . BUILDING OWNER SIGNATURE Q ,. ,. _ Q v� DATE OR PRINT NAME AUTHORIZED Gary Van Dusen AGENT ADDRESS 6200 Southcenter Blvd. , Tukwila CIiY/ZIP 98188 CONTACT PERSON Don Wi 111 ams PHONE 433 -1843 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of • Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431.3670. DATE APPLICATION ACCEPTED C.v q ( DATE APPLICATION EXPIRES fw. S AME PHONE 433 -1850 •IX11 PERMITS PERM T NUMBER APPROVED PLAN /LETTER DATE ISSUED COMMENTS Channelization/Striping/Signing ‘ 1 * Uk i I 1 � c Vrf7-' ( t l0 ct 1 Curb Cut/Access /Sidewalk Fire Loop/Hydrant Flood Zone Control Grade/Fill Hauling Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage Water Main Extension (private) Water Main Extension (public) El Deduct Water Meter (exempt) size: No.: O Water Only X Water Meter (permanent) eke: it II No.: 1 W Iflf P 1(5 — 1 - 101 1 -1 ci- ci l Water Meter (temporary) size: 4/ I No.: Da i 1 -131 9 I - 1 -3C-9I 1-019 -9 I 10 a - q 1 Other: U) 0.fiey MOS r -es mo nk 3 /1-I I / W kw-P-1 - 73-qt i - - q 1 Other: RECEIVED TYPE OF REVIEW '.1 , TO PWD • • • APPROVED • - (: REQUESTED COMMENTS (c5 I ‘ 1 * Uk i I 1 � c Vrf7-' ( t l0 ct 1 ROUTING PERMITS REQUIRED TRACKING CHECKLIST UTILITY P OJECT Adliii6L PROJECT NAME SITE ADDRESS cxy*o\ Spr nS Pars SUITE NO. (o 5 CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT I; HEREBY CERTiFY THAT I HAVE;REAG►THIS /APPt;ICATION ANti;KA OW:THa SAM 9'CC1 BE TRUE AlVf.1 CORRECT. > Applicant/Authoriz: , v. 1 . : 1 • , : i',2,-.L.,: . , i Contact Person • II I • u : • Don Will Print Name: Gary Van Dusen i Address: 6200 Southcenter Blvd., Tukwila, WA Date: 6/3/91 Phone: 433 -1800 Phone: 433 -1843 Date Application Accepted: ( Q I Date Application Expires: i _ --) _ f, "t CITY OF TUKWIL# Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 PROJECT Site Address. e-: -Se- 5 I ( lp 5 1 E • ''v INFORMATION Name of Pro ect: Cr stal Strings Park * phas, .7L Property Owner: Ci ty of Tukwila Street 6200 Southcenter Blvd. Engineer: Reid Middleton, Inc. Street Address: 19031 33rd Ave. W., Suite 301 Lynnwood, WA Contractor: Golf Landscaping, Inc. Afi UTILITY PERMI APPLICATION PLAN CHECK "t' I — c� NUMBER: C,t Street Address: 28016 Mi 1 i tary Road King County Assessor Account Number: 2-2 - 2-3 -o 4. - more y PERMITS >> ❑ Channelization/Striping /Signing REQUESTED ❑ Curb Cut/Access/Sidewalk ❑ Fire Loop/Hydr. (main to vault) - No.: _Sizes: ❑ Flood Zone Control ❑ Grade/Fill cubic yards ❑ Hauling .Landscape Irrigation ❑ Moving an Oversized Load Q Sanitary Side Sewer- No.: 1 ❑ Sewer Main Extension Private ❑ Public ❑ WATER. METER; <. DEPOSIT/ REFUND /BILLING No. of Units: MISCEILANEOU INFORMATiON ><>.. . Name: Parks Department Street 6200 Southcenter Blvd. MONTHLY ;< ;? Name: Parks Department SERVICE BILLINGS Tt3'''':? < Street 6200 Southcenter Blvd. DI Water E Sewer DESCRIPTION OF PROJECT ❑ Multiple - Family Dwelling ❑ Commercial/Industrial El Hotel El Motel El Office El Retail ® New Building Square King County Assessor's valuation of existing structures: $ Phone No.: 433 -1843 City /State /Zip: Tukwila, WA 98188 Phone No.: 775 -3434 Cit /State /Zi • : 98036 Phone No.: 838 -2567 ® Metro ❑ Standbx ❑ Single - Family Residential ❑ Duplex El Tri • Iex City /State /Zip: Auburn, WA 98001 23- 2- 3 - oyt -oa El Apartments El Condominiums ❑ Storm Drain ❑ Street Use in Water Main Extension Private ❑ Public [] ❑ Water Meter / Exempt: - No.: — Sizes Deduct ❑ Water Only ❑ 10 Water Meter / Permanent - No.: Sizes. 3/4" ❑ Water Meter/ Temporary: - No.: — Sizes ❑ Other: r Phone No.: 433 -1843 City /State /Zip: Tukwi 1 a , WA 98188 Phone No.: 433 -1843 City /State /Zip: Tukwi la , WA 98188 El Other: ❑ Warehouse El Church El School/College /University El Manufacturing El Hospital RI Other: Public Park Restroom ❑ Remodel/ Square footage of original building space: Addition Square footage of additional building space: Valuation of work to be done: $ 67,000 09/18/90 SUBMITTAL ClirCKLIST All site plans shall be provided I •. e submittal for review by the Public Works Department. Si ((1•ets of plans stamped by a licensed engineer are required a ong with this application completed and signed by the applicant's representative. The following information is necessary for Public Works Department evaluation and approval of site plans: • All utility construction is to meet the City of Tukwila Standards • Indicate scale of drawing and show north arrow • Identify location by address or distance to nearest intersection CURB CUT /ACCESS /SIDEWALKS/ CHANNELIZATION /STRIPING /SIGNING O Dimensions O Type of surfacing - asphalt, crushed rock, etc.(and thickness) O Percent of slope or runoff direction O Size of curb cuts/location O Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts FIRE LOOP /HYDRANT O Type of pipe O Size of pipe /location O Location and type of all valves O Type of bedding and backfill materials /percent compaction O Distance from structures, storm and sewer facilities at minimum separation O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord. No. 1482 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, GRADE AND FILL) O Contour map (2' Intervals) showing existing and proposed contours O Estimate of yardage, both cut and fill O Erosion control plan HAULING O Copy of Certificate of insurance coverage (minimum $1,000,000) O $2,000 bond made out to the City of Tukwila for property damages caused by activities O Route map LANDSCAPE IRRIGATION O Location of DSHS approved double check valve O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and backlit' materials /percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) O $5,000 bond made out to the City of Tukwila for property damages caused by activities O Business License with City of Tukwila O Route map SANITARY SIP'' SEWER O Type of pipe - f . ete, PVC, etc. O Size of pipe /loca on O Percent of slope on pipe /length of run O Connection point(s) to public O Location of cleanout(s) and test Tec(s) O Type of beddirig and backfill material/percent compaction O Invert elevations at structures and junctions SEWER MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe /location O Percent of slope on pipe/length of run O Connection point(s) to public O Location of cleanouts O Type of bedding and backfill materiaspercent compaction STORM DRAINAGE (including existing topography and proposed grading and surfacing) O Type of pipe O Size of pipe O Percent of slope /length of run O Location of all structures O Square footage of area to be drained, including roof area O Bedding material for pipe O Invert or flow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of limits of activity relative to public right -of -way and easements O Proposed traffic control/detour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (times and dates) WATER MAIN EXTENSION O Type of pipe O Size of pipe O Hydrant type and locations O Valve type and locations O Connection point(s) to existing system O Type of connection - live tap, tee, etc. O Location and size of thrust blocking O Size and location of mains, including elevations (profile) WATER METER - EXEMPT O Diagram of domestic system/tie in of exempt meter O Number /account for existing domestic meter O Size and type of material of meter and service O Site address WATER METER - PERMANENT O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt) O Location and type of tap O Type of bedding and backfill materials/percent compaction WATER METER - TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule After the P'u . 1 c o s Department as comp et t e r rev ew an • t e pans are approv , t e app icant will . : notified by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. N the plans are not approved, the applicant will be notified by letter of necessary resubmittal jguirements. TO FROM: DATE: SUBJECT: city of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W Rants, Mayor MEMORANDUM Rick Beeler, Community Development Director Don Williams, Parks and Recreation Director p✓'' May 8, 1992 Crystal Springs Park Phase II - Project Acceptance Based on the requirements in Gary Shulz's memo of 4/2/92 and the work that we have accomplished in the buffer and wetland areas, I respectfully request this project be accepted by your department. This action would be with the understanding that the wetland and buffer areas disturbed by the electrical undergrounding will be restored according to Gary's forthcoming planting plan. My department will be responsible for completing this work within 90 days from the date the existing work is accepted by DCD. We will try to complete the work sooner if possible. Please inform me of your decision as soon as possible. I appreciate you and your staff's patience in this matter and regret any miscommunica- tion or misunderstanding. cc: Ron Cameron Bob Giberson Scott Moore Ann Siegenthaler Gary Shulz John McFarland Phone: (206) 433-1800 • City Hall Fax (206) 433.1833 CITY OF TUKWILA PLANNING DEPT. Project: .L a Type ofinspe. 'n: �,. .r.ss 5 7/4 5$6 A SA ♦ X- ':teCaie.: - l Special Instructions: yy�� l'�rC. /'1 /C. ���� 64/ Date anted: ~�Z a Requester: Phone No,: Approved per ap Mart es. COMMENTS: ece71o.: INSPECTION RECORD Retain a copy with permit INSP ECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6Ge37 PERMIri NO 431 -3670 ❑ Corrections : • • : d prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project 5nfiki6s "" prat (.6 Type of Inspection :An Address: Date Called: Special Instructions: Date Wanted: am. p.m. Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 X Approved per applicable codes, COMMENTS: ` 5A0 /id i gef /deal' /)air J 4, � `" . ` Inspector: INSPECTION RECORD Retain a copy with permit Date: PERMIT N0./ (206) 431-3670 431 -3670 0 Corrections required prior to approval. O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100.. Call to schedule reinspection. '� PROJECT: ,;,;tt, / ■ , r a J '. ma PERMIT NO. , , i DATE CALLED: 4 ' — — —y SITE ADDRESS: • , , TYPE OF INSPECTION: ,,, -"� DATE WANTED: ! SPECIAL INSTRUCTIONS: ,� l REQUESTER: , di g , I PHONE NO.: INSPECTION RESULTS /COMMENTS:" «, _ ` , A l', , ; rp ,epat.e.4 it INSPECTOR: •4, DATE: - -ci tnk:r.,Z? L CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 11 4 V ±ufiY4wam: INSPECT101'RECORD 6300 Southcenter Boulevard #100 Tukwila Washington 98188 PROJECT: CNV'7f 70 i 5 VIL ' {}tilptcj, PERMIT NO. D (p �/ DATE CALLED: 617 Tr) SITE ADDRESS: 1 ( (P C, e ) � j ' 9{ 1 C TYPE OF INSPECTION: r DATE WANTED: Pi -- REQUESTER: Dc '' Pi ( a:m SPECIAL INSTRUCTIONS: PHONE NO.: ?4r 7550 INSPECTION RESULTS /COMMENTS: £ 4 r, r y t; /1-44-4-1 . ,L- e -G INSPECTOR: 1(1.-t,_# 4.i�t�� DATE: 4 1— . 249 –e1) CITY OF TUKW/IL.A Dept. of Community Development - Building Division Phone: (206) 431 -3670 f ::r h �.. ..r -t:l "L:r .li..:S: ...�a. .'.U: ..i ..� .�...r:li`.'t'.v1>:. r;1L+, .`+'Y':: ..1t•.�.. J4 .fiL INSPECTION RECORD 6300 Southcenter Boulevard – #100 Tukwila Washington 98188 PROJECT: ` <.S'7'I� -- 5'tt -i iJ : S PERMIT NO. ('p C' SITE ADDRESS: / 5 d- 53 c. DATE CALLED: ° '` 'cli _ TYPE OF INSPECTION: � DATE WANTED: (9 �-� / S.M. . C. SPECIAL INSTRUCTIONS: - '4'I� p �S REQUESTER: J PHONE NO.: 141.. lAMOSS 'r A S /cafe. t a c,..a+l n J INSPECTION RESULTS /COMMENTS: M — OIL- -f-a a • � o INSPECTOR: 6 . 3 ,—(_...X.,--... DATE: 19 -9 ■ CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 • • , , , .",4,., : v : ..-,..Fif ,,,,,,,,—,4),:.,4 ,,...,„: 4ri ,),. ' +4" . •,,,^* ' , • -t.' •.'' ..., ,. -,,. ,, •. • ...; -,,,, ,3 ,:,..,:;:,. 4'. :..... ...Z. 4 C7,.= 0 .1444 • ":- - Ai e' ,, ,,,,....-' '''.. ' I S - '" ''''' . . . . . . . . . . . . . . . . ................ . (—... ...( si41 , A City of Tukwila ' 1909 pproved without correction notice e 1 Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: • Pre-Fire: Permits: FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift inspection Gary L. VanDusen, Mayor Control No. Permit No* 11-e7 cc: Ron Cameron Bob Giberson Scott Moore Ann Siegenthaler Wry:1Shulz'. 'John McFarland City of Tukwila vommorr 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W. Rants, Mayor MEMORANDUM TO Rick Beeler, Community Development Director FROM: Don Williams, Parks and Recreation Director DATE: . May 8, 1992 SUBJECT: Crystal Springs Park Phase II - Project Acceptance Based on the requirements in Gary Shulz's memo of 4/2/92 and the work that we have accomplished in the buffer and wetland areas, I respectfully request this project be accepted by your department. This action would be with the understanding that the wetland and buffer areas disturbed by the electrical undergrounding will be restored according to Gary's forthcoming planting plan. My department will be responsible for . completing this work within 90 days from the date the existing work is accepted by DCD. We will try to complete the work sooner if possible. Please inform me of your decision as soon as possible. I appreciate you and your staff's patience in this matter and regret any miscommunica- tion or misunderstanding. Phone: (206) 433.1800: • ' City Hall Fax (206) 4331833 MAY 11 1992 CITY O0 - TUKWILA PLANNING DEPT . City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W. Rants, Mayor MEMORANDUM TO: Rick Beeler, Community Development Director FROM: Don Williams, Parks and Recreation Director / ay" - DATE: May 8, 1992 SUBJECT: Crystal Springs Park Phase II - Proj®ct Acceptance Based on the requirements in Gary Shulz's memo of 4/2/92 and the work that we have accomplished in the buffer and wetland areas, I respectfully request this project be accepted by your department. This action would be with the understanding that the wetland and buffer areas disturbed by the electrical undergrounding will be restored according to Gary's forthcoming planting plan. My department will be responsible for completing this work within 90 days from the date the existing work is accepted by DCD. We will try to complete the work sooner if possible. Please inform me of your decision as soon as. possible. I appreciate you and your staff's patience in this matter and regret any miscommunica- tion or misunderstanding. cc: MEM MAY 111992 CITY OF TUWIL PLANNING DEPT. Ron Cameron Bob Giberson Scott Moore siititsio rituals. Gary Shulz John McFarland Phone: (206) 4331800 • City Hall Fax (206) 433.1833 TO: FROM: DATE: SUBJECT: City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W. Rants, Mayor MEMORANDUM Gary Schulz, Urban Environmentalist Don Williams, Parks and Recreation Director April 16, 1992 Crystal Springs Park Phase ll Buffer Enhancement Progress Just wanted to let you know we are working towards fulfilling the requirements of the buffer planting plan. Scott Moore and Bob Giberson are working with the contractor to finish the work. If this is not possible, I will have the city park maintenance crew finish the work as noted in areas 1, 2, 3 and 4. We feel the contractor has some obligations to help resolve these problems, but getting them back on the job appears highly unlikely. Concerning the area disturbed by the electrical undergrounding, we will work on this as soon as we can after we receive the plan you indicated you would prepare. We would. like to do the work this spring, so the sooner we have the plan better. If you.have any questions, please give me a call. cc: John McFarland, City Administrator Bob Giberson, Senior Engineer PW Rick Beeler, Director - DCD Ann °Siegenthaler, Assistant Planner DOD MN EN El, APR 16 1992 CITY OF TUKWILA PLANNING DEPT. crysprog 04/15/92 Phone: (206) 4334800 • City Hall Fax (206) 433.1833 Crystal Springs Memo Page 2 In order for myself and DCD to give final approval on landscaping /sensitive areas, these disturbed and altered areas must be restored per approved plans. If we need to meet and discuss the completion of park landscaping needs, please contact Rick Beeler. cc: John McFarland, City Administrator ". Bob Giberson, Engineer Public Works DCD nn, i * ;ege,1. h eZ, Assistant Planner - DCD MEMORANDUM TO: Scott Moore, Inspector - Public Works Don Williams, Recreation Director FROM: Gary Schulz, Urban Environmentalist - DCD DATE: April 2, 1992 SUBJECT: Crystal Springs Park Phase II Buffer Enhancement Landscape Plan. You have requested that I review the park site for approval of the 9/26/91 wetland buffer enhancement plan plantings (attached copy). After visiting the site last week 1 feel that the plantings ' closely correlate with the approved plan. However, I did observe some minor planting deficiencies in several areas. These deficiencies are listed below and noted on the attached map copy. 1) I could not locate approximately 6 trees within the entire buffer area. 2) This area was partially. cleared during the removal of the metal fence and does not have the indicated plantings. I could not locate any Snowberry (SnB) or other shrub plantings in this area. 4) Many of the trees are smaller than the plan specifications and therefore, additional planting is recommended along the southern half of the wetland buffer. You have indicated that additional plantings may be possible during a future park improvement contract. With the exception of a couple missing trees, I found the plantings around the picnic shelter to be fairly consistent with the plan. From my standpoint and the direction given to me, I cannot sign off on the total buffer enhancement plan. Even though the area around the picnic shelter has appropriate plantings, other areas lack plantings according to the plan. As you are aware, there are disturbed areas, slope and wetland, that need to be planted after a plan is produced. I believe that I am able to produce this plan . for restoring that utility corridor. C ,,rovisions Phase ;hall be l 1 1 16 as �\y5p ' S • i, • �-� • ;. Y: IG F • . 04fianroo dl knaD iFeacta Planning, Landscape Architecture 2525 Royer Avenue Fist, Seattle, WA 98102 (206) 323- 1602.325 -0442 (Fax) 12123 /y] TO: Fred Lccnstra FROM: Carl Stixrood Ga RE: Site Visit. December 23. TEL No .206 -325 -0442 MEM DEC 23 CITY OF TUK " WILA PLANNING DEPT. 1 stopped by the Crystal Springs site to review planting work and talked With l3oh Riley arid Dan. We re planting in the lower area and 1 suggested that digging slightly larger holes would be helpful. Much of the wetland buffer planting was completed, We rcvicwcd possible approaches to planting bulbs and Bunchbcrry. I suggested using a bulb planter for I3unchberry and suggested placing bulbs in groups of five or so. • !3ob indicated they were planning to install planting tablets in the upper area and showed where planting tablets were installed with groundcovcr. I will try to stop by again on Thursday or Friday to sec how things arc going. Stixrood TEL No.206- 325 -0442 IOW 1ta11= 12/10/91 Name fi trOordl AMladtliigen Planning, Landscape Architecture 2525 Doycr Avenue Bast Swale, WA 98102 (206) 323.1602 s 325 -0442 (Fax) . TO: Bob Gibcrson FROM: Carl Stixrox d Size Approx. Qty on site Dec.10,91 11 :41:.P.03 s RE: Plant Measurement : Crystal Springs Park Site Visit December 9. Schedule: Dave Wells Indicated that asphalting was tentatively scheduled for Wednesday and that planting would be scheduled after that, Fred Lcenstra called December 10 and confirmed that. Thursday was the tentative start date for planting: Fred also wanted to wait until coneretc was poured for the drinking fountain and grill slab. $itka Spruce, Fred indicated that he had been unable to locate 4' to 5' Sitka Spruce trees locally. He suggested a substitution of two five gallon trees for each 4' to 5' tree specified. I concurred with this approach. There are three spruce trees specified for the project. The following new Plant material was on site: Contrict Qty 9'7 Sword Fern 5 Cal 75 Mahonla Aquifolium 5 Cal. 150 167 Salal 4 ". pot . 300 9474 Bunchbeny 1 -112" cups 50 643 Hemlock 4'. to S' B& B 5 :16 .. I will conduct a mote detailed inspection of the Sword Fern and Malonia Ayuifolium on Wednesday, <,cn • ee, Fred Lcenstra vA'ttrtKr.Sitg& Clay Schulz ■!■ PA MN Planning, Landscape Architecture 2525 Boyer Avenue East, Seattle, WA 98102 (206) 323-1602 • 325-0442 (Fax) Bob Giberson Senior Construction Engineer City of Tukwila, 6300 Southcenter Boulevard Tukwila, WA. 98188 Crystal Springs Park -Phase II Construction Review Services Tukwila Project No. 84-PK08 December 2,1991 Dear Bob, The attached invoice covers construction review services from November 1, 1991 through November 30, 1991. I just called Fred Leenstra to check on the schedule for planting. It sounds like next week is when they are planning to plant. We discussed the planting fertilizer tablet requirement. I felt I should double check the specified rates with the manufacturer. I did this and found our rates are appropriate. One possible adjustment we may want to consider (if Golf proposes it) is that using smaller tablets than specified for the ground cover will improve initial performance. This is because .. the smaller tablets release fertilizer faster than the larger tablets. The trade off with this approach is that smaller tablets won't release fertilizer as long as larger ones. The manufacturer emphasized the importance of placing tablets around the sides of the plant holes. I will continue to inspect plants as they arrive at the site. The budget is adequate to complete this planting inspection work and I will reserve enough budget to emphasize inspection of buffer enhancement planting. Please call if you have questions, I look forward to completion of the planting work in the near future. cc. (Cover only) Fred Leenstra °Ann Siegenthaler ,; Gary Schulz • CITY 4F : 1'ur` . 1?LANNING Stixrood I '. am di TEL No.206- 325 -0442 mdilmr®ed1 k®ooeliantem Panning, Landscape Architecture 2525 Boyer Avenue Nist, Seattle, WA 914102 (206) 323-1602 • 325-0442 (Nix) TRANSMITTAL DATE: 11 7/4/ VIA ac FAX TO: '0 L 1 t,. 2..Sz L EA P L_ — MAIL Feat:, e..1s g,a& >+.ra a FED EX DELIVERY FROM: _ 1"1, .r7-42i.o PROJECT: . e At -.. P lZ.. L me ... COPIES/ # PAGES DESCRIPTION REMARKS Total Pages (Including cover) Nov.27,91 16:23 P.04 Please call if any portion of this transmittal is not received: 323 -1602 Stixrood 11/27/91 TO: Fred Lccnstra FROM: Carl Stixrood RP: Plant Measurement TEL No.206 325 - 0442 klgillsi crocincll Agnissflauttat Planning, I .andscape Architecture 2525 Boyer Avenue 1- t, Seattle, WA 98102 (206) 323 - 1602.325 -0442 (Fax) Nov.27,91 1 P.05 C 13y Fax Mahonia nervosa and repens plants delivered to the Crystal Springs site were measured on November 25, 1991. About 100 Mahonia nervosa have been supplied in a balled and burlappcd condition instead of iii a 2 gallon container as specified. Typical spread was estimated as 18" with string removed, and a typical ball size was estimated as 8" high and 11" dia. AAN standards require a minimum ball diameter of 10 inches and depth of 7.5 inches for plants with spread of 18 to 24 inch spread. The maximum spread for two gallon plants of this type is 18 inches. In conclusion, these plants meet or exceed specifications for two gallon material and B &B material, The binding and burlap should be removed from the top 1/3 of the ball before planting. The attached sheets show field measurements for the Mahonia r'epcns spread. About 330 plants Were on site. The average spread of these plants minimum specification for one gallon material as outlined by AAN guidelines. The middle range of size given in the AAN guidelines was typically used for this project so while the repens material. meets minimum AAN specifications, it is 30% undersized when design standards for the rest of the project are applied, These standards suggest that one gallon material should have an average spread of 10,5 inches while plants on site had an average spread of 8.1 inches. Three hundred seventy five two gallon size Mahonia nervosa are specified in the original • contract with 57 two gallon size added in the buffer enhancement planting for a total of 432 two gallon plants. The quantity of repens on site at this time appears to only allow a one to one substitution for the nervosa. I assume that additional material will be delivered to achieve the two for one substitution of repens for nervosa we have discussed. 1 suggest that the B &B malionia nervosa be used in the buffer enhancement area. cc. Bob Oiberson Ann Sieg�enihaler Gary Schulz Stixrood 1 w C Measure, of Mahonia� repens samples _____._____ , ._.1. Crystal Springs Park 11 27/91,, by CWS and ASS Estimated approximately 330 plants are on site; Samples taken on a two foot grid basis All co ntain minimum 5.5': x_6 ",slze 1 gallon material _,.,. (6" . x 7 "_was_typical container measur " .. ..._..__.._._. Mahonia_repens sample (Inches) _ 1 12 2 M... ,..,..._.. 4 5 6 7 8 29 30 Smp1, Std, Dev, High ^Pop_Mean Est._ », AAN Spread for , 1 galio Type 1_Brosdleaf TEL No.206- 325 -0442 6 8 8 ...... ... 1.50 0.56 ... 7157 �� 8.69 .,... 6 . to 9 A�to,12 12 to15 Mahonla Repens Measure 11/27/91 7 44747 7 447 477 47. *777 44444 4 4 447 .4 <4,planta meet this sp„oc 744 447.41477 447477. Page 1 «Typical ran a for this,pro est Nov.27,91 16:25 P.06 Stixrood TO: FROM: PROJECT: .O P S/ # PAGES REMARKS TE0o.206 -325 70442 Ogfiztrecall kni®mfsigags Planning, Landscape Architecture 2525 Boyer Avenue F.nst, Seattle, WA 98102 (206) 323.1602.325 -0442 (Fax) TRANSMITTAL DATE: i dob A74.4( :aG•41L)!V.2. es .4 1/0, _tej21 , InALVALitil i DESCRIPTION Noe25,91 10:56 P.04 046.tM0 0 $J 411 b;1 t. ..1e,a 1' ibo .t T D tr'A im_v ) R:i kr,,or Total Pages (Including cover) VIA FAX MAIL FED EX DELIVERY Please call if any portion of this transmittal is not received: 323 -1602 IFNI tray* Paha 11/25/91 SittfivTIVctn i Amamfi t co Planning, landscape Architecture 2525130yer Avenue Last, Seattle, WA 98102 (206) 32.'3- 1602.325 -0442 (ltax) TO: Anne Sicgcnthalcr Gary Schulz CC. Bob Giberson FROM: Carl Stixrood RE: Buffer Enhancement Planting: Crystal Springs Park Bob Gibcrson asked me to keep you informed of the progress an buffer enhancement planting. Accordingly, I am summarizing activities to date in this memo and have attached a sheet which describes the approach I am using towards plant inspection. Bob Lecnstra, the planting foreman for Golf Landscaping, and I meet on site on September 11 and reviewed the buffer enhancement planting layout. We painted the location of most plants on the ground and staked the location of trees. Actual construction of the planting should follow the plans closely, Only minor adjustments in layout were needed to respond to adjustments to clearing limits and stream location made during construction. I just checked the plant delivery and installation schedule with Fred Leenstra, President of Golf Landscaping, While some plants are on site, and I am in the process of inspecting them, buffer enhancement plants are not yet delivered. It looks as if buffet enhancement plant delivery and installation will get underway during the week after Thanksgiving. Fred wants to wait for the sidewalk to be finished before planting is started, An additional factor is that storage of plants on site, especially the upper portion, is limited for security reasons. Please call me if you have any questions or concerns or if you would like copies of field' inspection records, 11/20/91 Stlxrood Associates Landscape Architecture /Planning 2525 Boger Avenue East Seattle, WA 90102 (200 323-160211325-0442 FAX TO: Bob Giberson 64• fa !i 1 4 6 /tlrc l�, FROM: Carl Stixrood RE: Plant Measurement; Crystal Springs Park I have thought about an appropriate approach to measuring plants at Crystal Springs Park and have the following suggestion Since the number of plants to be installed is large (around fifteen thousand) measurement of each plant and container is impractical. I suggest measuring a random sample and calculating how confident we can be that the sample mean represents the mean of the total population. Since plants of one species may arrive in several lots from several locations at different times, I suggest that measurement be on an ongoing basis as plants arrive. I will measure a sample of each plant species on site now starting tomorrow. I will keep field record sheets showing total plants in the lot, sample size, sample selection technique (probably a grid system) and the field measurements of each sample plant and its container. Please call me if there is a problem with this approach or if you would rather have City staff do the measurements. cc: Gary Schulz Ron Cameron Bob Giberson John McFarland crysprwt 10/28/91 City Of Tukwil 6200 Southcenter Bouleva Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor d MEMORANDUM <: O CITY OVTUMNILA TO: Ross Earnst, Public Works Director FROM: Don Williams, Parks and Recreation Director DATE: October 28, 1991 SUBJECT: Crystal Springs Park Project - Wetland Disturbance On October 18th and 25th I discussed with Gary Schulz from D.C.D. the need to mitigate the disturbance to an existing wetland where the electrical powerline undergrounding occurred on 51st Avenue. We understand utilities can be located in wetland areas, however the work area is subject to mitigation, that is it has to be reconstructed into a wetland area again or some other equal mitigation must occur. I told Gary the City had to be sure the hillside, and especially the Seattle City Water Pipeline is secure. Any effort to rework the wetland would have to occur after the area was stabilized. Gary agreed with that approach. The question now is, what else will need to be done, if anything, to stabilize the ditch and hillside? We need to know the answer to this question before any mitigation can be planned. We may even have to wait until next spring to complete stabilization and mitigation, however we need to have documentation as to what will be done. This is a visible site and we need to be sensitive to what has and will be done. Please let me know what else may be done to stabilize the site. MEMORANDUM cc: Don Williams, Recreation Director Ron Cameron, City Engineer Jack Pace, DCD Senior Planner Ann Siegenthaler, Assistant Planner:. The Sensitive Areas Ordinance allows construction of new utilities . in all wetland types within the City; however, alteration, fill material, or other impacts are subject to the standards of compensatory mitigation. DCD is required to review these proposals and any associated impacts. A restorative effort for the filled wetland area is more desirable than wetland creation. Please respond when you have been able to assess the potential instability issue for the affected ` TO: Bob Giberson, Engineer - Public Works Scott Moore, Inspector Public Works PROM:' Gary Schulz, Urban Environmentalist - DCD Planning g DATE: October 9, 1991 SUBJECT: Crystal Springs Park Phase II electrical underground installation. I visited the site yesterday and am writing this memo to identify significant impacts to sensitive areas. Per our on-site meeting today, specific remedies and restoration efforts will be required where a primary power line was installed underground within a steep slope, and within a wetland drainage area existing on the park site. photos LETTER OF TRANSMITTAL DATE: ,. JOB NO. ATTN: J S , SUBJ: G - rfYC- SPIz / A/AS 7W/ TO : TcJKWI Lq-- e17) ,cc/r t e..D (/1:',.- C=N H ZhVGE tiei Shop drawings [1 Copy of letter REMARKS: COPIES TO: G , t/ City of Tukwila ( ublic Works Department 6300 Southcenter Blvd., Tukwila, Washington 98188 (206) 433 -0179 WE ARE SENDING YOU: ❑ Attached L. Under separate cover via the following items: Prints [ Plans ❑ Samples ❑ Specifications Change order n Other: f COPIES DATE 2.— NO. DESCRIPTION THESE ITEMS ARE TRANSMITTED AS CHECKED BELOW: As requested For review ❑ Approved as submitted ❑ Resubmit copies for approv ❑ For your information For approval C Approved as noted ❑ Submit copies for distributic C For your use C Returned for corrections C Return corrected prints C For bids due (date): ❑ Prints returned after loan to us f _A5"E //t/ c©M ,y z yr /ApeRev cpvic-K. At-S Pe Sr/ cE . `TA/ Cl C-c kr A-c-1 V./ t TIT (S TITLE: Kis- r2vG-rio otrzepc. ^�+ �� „ntod ntppcp nntifv us at once. Thank you. *ILA 0 a . 1909 DATE: September 4, 1991 0 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM TO: Bob Giberson, Public Works FROM: Ann Siegenthaler, Assistant Planner - DCD Gary Scholz, Urban Environmentalist -- DCD RE: Crystal Springs Park Buffer Enhancement Proposal, Plan Drawings - 8/14/91 DCD has completed its review of the proposed planting plans for Crystal Springs Park (W -1 and W -2 dated 8/14/91). Prior to approval of the permit, revisions to the plans are required, as follows: The 25 -foot wetland buffer zone must be drawn in and noted on each plan. This zone must be planted with native plantings, . not ornamentals. 2) Wetland buffer area north of the path: v / A. Enhancement plantings must extend a full 25 feet from wetland edge. /B. To provide better cover, shade, etc. in the buffer area, more trees should be planted in the north buffer. Trees should be spaced at 10' to 15' o.c., rather than at 20 feet. The proposed grouping of shrubs, or "clonal" planting scheme, is not desirable for long -term buffer health. Plans must be revised to reflect a broad distribution of shrub species. ✓D. Buffer areas that have been completely cleared will require more diverse groundcover plantings than the single species proposed. Other groundcovers such as Oregon grape (Mahonia nervosa), swordfern (Polystichum munitum), etc. must be added to proposed plantings in these areas. Conifers proposed at path landing (view corridor) should be planted within'the buffer, not;in wetland area,. 7) 'Existing large maples at buffer edge southwest of picnic . shelter should be shown On. plan, relative to nevi trees proposed Buffdr at northwest edge of the picnic shelter: Native plantings are required in buffer enhancement areas. The Vinca minor: planting shown on drawing W-2 is not consistent with the kinnikinnick shown on W -1 This area on W -2 needs to be revised. Buffer at southwest corner of tank: Native buffer plantings are required; the Vinca minor planting as shown on drawing W -2 must be revised. Wetland lobe area directly west of the path (partially cleared for post removal) : As this part of wetland has been partially cleared, it must be re-vegetated with trees or shrubs. Species similar to those proposed in plant schedule on W -1 are suitable. i TO: FROM: DATE: SUBJECT: OFFICE 1ENIO `CITY of TUKWILA 600 610 , PUPA-10 IA/Mks 6,/P0(7 C - Gg -`e5 - r B , M-f t•( SS Vti d, `L /, sit 1 zoe is , "&e ie4tzhe-etar meeit ac eerie -n% ` /(S Ote clag 91' "id �seZeb7t' �ri>�r�u s. f1f�, / /ro `Qrzdsce�.x /7e ve:, raze ae ivcu7 Civ e," sAr/. T �r , /o�,s -c l�� 7 ,plu1 re, s t!�zs I'll..v�' c/ 2� gj2zeiVeeve.r. C Li elt 1 .g gehei2rn-b ridlekrrk '/7t /Tz e i c a e e - i 5 o (7 7 ,SQL &e �Gf2f2GKi�?IZ!`7C JU/7C 0 1/44,1- fi v azt'r C 6a b has / c c 5 e,, e) • EIN6 GMrZ6t LETTER OF TRANSMITTAL DATE: `7 /zirk/ JOB NO. ATT N : !`1VA S / EiV ?`frot i_c-1 SUBJ: C -3/ 1 PL_ SP / /Vr;s lit �phlt TO: TO K WI &A-- 0 C.-h CF-0 v / VL- CN H 4 /c €tom - 1 : ' 6 - A'TJ WE ARE SENDING YOU: Ti Attached ❑ Under separate cover via the following items: E Shop drawings / Prints ❑ Plans ❑ Samples ❑ Specifications Copy of letter COPIES DATE ❑ Change order ❑ Other: NO. THESE ITEMS ARE TRANSMITTED AS CHECKED BELOW: As requested or review ❑ Approved as submitted ❑ Resubmit ` copies for approval ❑ For your information For approval ❑ Approved as noted ❑ Submit copies for distribution ❑ For your use ❑ Returned for corrections ❑ Return corrected prints Ti For bids due (date): ❑ Prints returned after loan to us REMARKS: SE iC // /Gt) ' coM M ,t 7 /A-pop, &v Pr-C As ioSS/g . ?'Nt Ci-ry Co uTt4Nr .-1 Wv IT/'( Co - r -c r . /S 'A -S'7' A n- / ( Tl-r COPIES TO: G t/ ni/4-Z Fie- E g — (Z City of Tukwila nubile Works Department 6300 Southcent alvd., Tukwila, Washington 98188 (206) 433 -0179 DESCRIPTION : L A.i1Gv v SIGNED: TITLE: . jivs1 'c- T" /00t/ Z5M$ /Ai If enclosures are not as noted, please notify us at once. Thank you. City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor TO: FROM: RE: DATE: MEMORANDUM Bob Giberson, Public Works Ann Siegenthaler, Assistant Planner - DCD ' e- Gary Schulz, Urban Environmentalist DCD Crystal Springs Park Buffer Enhancement Proposal, Plan Drawings - 8/14/91 September 4, 1991 DCD has completed its review of the proposed planting plans for Crystal Springs Park (W -1 and W -2 dated 8/14/91). Prior to approval of the permit, revisions to the plans are required, as follows: 1) The 25 -foot wetland buffer zone must be drawn in and noted on each plan. This zone must be planted with native plantings, not ornamentals. Wetland buffer area north of the path: A. Enhancement plantings must extend a from wetland edge. B. To provide better cover, shade, etc. area, more trees should be planted buffer. Trees should be spaced at 10 rather than at 20 feet. full 25 feet in the buffer in the north ' to 15' o.c., C. The proposed grouping of shrubs, or "clonal" planting scheme, is not desirable for long -term buffer health. Plans must be revised to reflect a broad distribution of shrub species. D. Buffer areas that have been completely cleared will require more diverse groundcover plantings than the single species proposed. Other groundcovers such as Oregon grape (Mahonia nervosa), swordfern (Polystichum munitum), etc. must be added to proposed plantings in these areas. v Mr. B. Giberson Memo Crystal Springs, 9 /4/91 Page 2 Buffer at northwest edge of the picnic shelter: Native plantings are required in buffer enhancement areas: The Vinca minor planting shown on drawing 'W -2 is not consistent with the kinnikinnick shown on W -1. This area on W -2 needs to be revised. Buffer at southwest corner of tank: Native" buffer plantings are required; the Vinca minor planting as shown on drawing W -2 must be revised. Wetland lobe area directly west of the path (partially cleared for post removal) : As this part of wetland has been partially cleared, it must be re- vegetated with trees or shrubs. Specie similar to those proposed in plant schedule on W-1 are suitable. Conifers proposed at path landing (view corridor) should be . planted within the buffer, not in wetland area. Existing large maples at buffer edge southwest of , picnic shelter should be 'shown on plan, relative to new trees proposed. DATE: August 26, 1991 MEMORANDUM TO:: Ann Siegenthaler, Assistant Planner - DCD FROM: Gary Schulz, Urban Environmentalist - DCD RE: Crystal Springs Park Buffer Enhancement Proposal, Plan Drawings - 8/14/91 I have a few comments resulting from a recent site visit and review of the proposed buffer enhancement plan. I have attempted to list the following comments in order of importance: 1) Wetland buffer area north of the path needs to be shown with enhancement plantings at least a full 25 feet from wetland edge. The area north of the picnic shelter should also be included with enhancment plantings. Wetland lobe area directly west of the path has been partially cleared for post removal. This area should be planted with trees or shrubs. Species grouping or • "clonal" planting scheme is not as desirable as a broad distribution for survival and diversity. Given an existing spacing of 20 feet and greater between trees, 1 think that more trees should be planted in the north buffer. Increased tree plantings may initially provide better cover and increase the functions of the buffer. More groundcover such as Oregon grape (Mahonia nervosa) or swordfern (Polystichum munitum) would help areas that have been completely cleared. cc. Gary. Schulz =riri 3iegent r Sttxrood AS8octetee Landscape Archttocture /Plennina 2525 anger Avenue EOSt Seattle, WA 90102 (206) 323 - 16020025 -0442 FAX 8/9/91 TO Bob Giberson FROM: Carl Stixrood ,.0 RE: Wetland Plan Call from Don Williams Don Williams just called and informed me of the August 15 deadline on submission of a final Wetland plan. We agreed that x should go ahead and prepare a revised plan now to be completed by next Wednesday. z will start this work today based on the information and comments I have received so far. The final plan . is to include quantity and sizes of plants added and deleted. U U DATE: -'- , v, ^ n (7 7- -, r _ ,, .r t r) I L IVU .4 JLJ U44L• • • • Stixrood Associates Landscape Architecture /Planning 2525 Boyer Avenue East, Seattle, WA. 98102 (206) 323 -1602 • (206) 325 -0442 (FAX) TRANSMITTAL TO: %--4 tbc/Ad#f; A Ps») E 1 & ENTPIAL.0 -JZ. FROM: PROJECT: QA. .1.OP1ES LEAUEL FMS DESCRIPTION 17g4 Pr rt.-A JT L Total Pages (Including cover) A ,91 10:30'P:04 Please call if any portion of this transmittal is not received: 323 -1602 VIA x FAX MAIL L�? . [Ir;[ [ U\ C 1 AUG 091991 CITY OF TUKVVILA PLANNING DEPT. _ FED EX _ DELIVERY .J t, l ,4,. l U U U 8/9/91 cc. Gary Schulz Ann Siegenthaler Don Williams Stixrood Associates Landscape Architecture /Planning 2525 Boger Avenue East Seattle, WA 90102 (206) 323 - 1602.325 -0442 FAX TO: Bob Giberson FROM: Carl Stixrood RE: Wetland Plan Status ,91 10 :31 P.03 I talked to Gary Schulz just after you called on Wednesday. He hadn't yet reviewed the draft plan submitted on July 30 in detail but did have some comments from Ann Siegenthaler. As I indicate below, the grading is not yet complete so it may be too soon to perform an in depth, detailed review although comments on the draft plan will be helpful now. I stopped by the site ThursdaY afternoon to review the status and progress of grading in the buffer areas. Ann Siegenthaler was on site reviewing the Wetland Plan. She had comments on shifting trees to preserve views and the desirability of some infill planting with shrubs and ground cover material in specific areas. Ann's comments are consistent with the approach in the draft drawing, which focuses on the idea of beginning the next stage of plant succession to a coniferous forest environment. I suggested I send the complete plant list I developed for the wetlands plan to the City for information. This is attached. The plan will need to be revised when rough grading is complete. There are some areas where grading work is not finished now so I believe it is best to wait a few days to revise the plan. b ID AUG 09 1990 CITY OF TUKWILA PLANNING DEPT. Draft Wetlands Plant List, Crystal Springs Park, by CWS 8/91 iNg 0 9 1 9 9 1 1 CITY OF TUKWILA PLANNING DEPT. Native to Common Name Botannioal Name Mature Vet areas? hhirrastteerrististikrss Ever **a Trees Western Hemlock TwheterAhylla Thuja plioata 125 to 200 ft. es on site Western Red Ceder 125 to 200 ft. es on site) Si tka Spruce Pioea stichensis to 120 ft. yes no Can tolerate st • *otter Does not like sw soils las Fir Pseuclotsma menziesii 70 to 250 ft. Decideses Trees Or Ash Fraxinus latifolia 40 to 80 ft. es on site Will take winter standing water under saturated soil conditions shar stalks Red Mier Alms rubs to 75 ft. re11111111 yes Orowth is Unt Western crabapple rus fusca 15 to 30 ft. Qu aking en P lus tremuloides 20 to 60 ft. .yes yes es I. t bark and leaves may not do well near L t bark ids dew — 1 vasive-reets, brittle many .cittonifseeds- sea level P bark Biroh Betula tasurffera Populus trichoc Corms nutallii 30 to 40 ft 40 to ft. to 50' Black Cottonwood Pacific INywood no White flowers M dra Biyleaf Maple hoer maorephjllum to 95 ft. es on site) Everireav Shrubs Ever een Huck Vaocinium oYaturn 2 to 3 ft (sun) 2 to 6 ft. no no To 10 ft. in sire Likes some shade Saki Oaultheria shallon Or Grape Mahonla olium to 6 ft. no Low Oregon Grape Mahonia nervosa 2 ft. Likes shade and moist soil 1 More treelike in full sun Davidson shrubs Vine Maple hoer oircinatum Multi stem to 35' es onsite Western Dogwood Cornus 000identalis 6 to 20 feet Looks show white flowers Red-Osier Dogwood Cornus stolonifera Multi stem to 15' yes yes no Red Fall color Edible nuts Partial shade red winter HazIenut lus oornuta Multi stem to 12' Red Huckleberr Yaociniurn pervifolium 4 to 12 ft. Red floweriny_Currant Ribes Sanguinium Multi stern to 12' no to red flowers Snowberry pos abs 2 to 6' no flowers white winter fruits Salmonberry Rutus speotabilis moist woods salmon colored fruit Thimbleberry_ Rubus prviflorus Sarnbuous rooms) no Forest 'lent not Red Elderberry 2 to 6' no Ocean Sp Holodiscus discolor Multi stem to 20' no White flowers to Ju Pacific Ninebark Physooarpus o atus S ire. douglasii 5 to 8' to 8 ft. rrtt stii no White flowers Pale flowers suckers Western Spirea Pussy willow Salix discolor to 20 ft. Ues an ea Touch me not atiens noli-t e to 3 ft. _Yes 2 to 4 feet no Takes seasonal inundation Difficult maintenance Nasotka Rose Rosa Nutkana Everreva Oromicevers Kinnikinniok A.rotolos uva test 6 to 8 inches no slow st oause weed alms Sword fern Polystiohum munitum ■■,, tt ..ee moist woods Decideses Oreasadairy Bunchberry_ ers IIIIIIIIIIII Native to lake and stream edges, Corms oanadensis 6" to 9" is I to 3000 ft. Western Bleeding Heart Dicentra formosa 8" to 18" moist woods eril=n1111a1 semi-evergreen Lady Fern Athyrium filix-femina to 4 ft moist woods Ell Yellow Iris Iris Likes water kto invasive Bad smell, needs 6 inches demo IIIIIIIIIIII s water Western Buttercup Ranunculus occidentalis 1 to 2 ft. yes , yes Slcunk_ Lysichiturn anwkanum Draft Wetlands Plant List, Crystal Springs Park, by CWS 8/91 iNg 0 9 1 9 9 1 1 CITY OF TUKWILA PLANNING DEPT. 4' -0" 13" Finish Pour 3 Reference: #4 = DIA. #3 3/8 DIA. 35 SHELTERS, 98 -202 98 -203 98 -204 98-205 1 • a' ' #200 SERIES 2 - - DTIC:" n (2) 5/8X 12 NOTE: anchor bolt 1. Concrete and r'ebar by others unless otherwise specified. 2. This is a suggested slab construction, consult your building codes before installaticAtITY OF TUKWILA APPROVED SEP :" 1991 no.~ : FOOTING AND REBAR DETAIL FOR STEEL POST. #3 All rebar above this line to be put in for finish pour except #4 Vert. ----� App y'-y, ��11►S e a-TO 2- SCILLCU4t. t �V� r•. Flf�.�.t (. e t-h �'�r .FC?o-W.05 ( #4 VERT. Rebar with wire - get NFot2U tiq tAmea La l) d , "DS514,bdlaD . I #3 Ties @ 14" on center NATURAL STRU . PO. BOX 727 SHERWOOD, OR. 97140 (503)625 -2566 (503)625 -6664 FAX n c 4 of 0 (VISION C »tr. CovAOe.1, .Dr. .1•• • 4 • ••• • 1 • • • ^ T,C . . . „.. • , 1 ,.. , 11..t1G01 1 FidevI GAUP/At; III A11.P.4 0 ,,k, nie , , 0270yol A:Lit. 1114.1.14 fire4s/ArioNtomaXNKNE AA...co! il.i.dcap ow sari /5 rit/0 F.7.1c ONclem ,77 •HoAORAY EX.IAIGL. llAvOlVt'LLA d /Ho /Met ; , • 1;.; : 012.4•AppAy ex, ',Jct. Ilat.i.laNtZ4. 0, MP ste....1. , IY5' cut:4,6 wenn elt nx,./om s i'W Am! Ehitswklogr , • ' 1 l' i . .. .. Ai*: 11er.ter2 4./1 .: • . REMOVE EARTHEN OAM i I " AREA 5 REGRADE AREA ' i . i A141-.:A 11.11:1.044 81...EA/D lA170 ExISAVG Ma/ ; 1 . P.I.EVATION27c3 /. 1.Acr • I. .1 or PA'Aso.40.4 e4PeJ•Ittp. '. ... on,. C.1M AV1: .7. ' Au. (00 vv i-. i (.(.1T • AS AlErT.JED 70 ACCOMMODATE • • /OW iv,T0r 0.4.4x • • •. acuss si.ona 0F 2% %d Se-SE ( 1..11 • c? NOW STRE.AM , WATERFA L. L.-- • s Alu..1414Y I ,1 ,1, 0 .11 ,1 1 1 AM 4 th11 A ,W.1111,&; CWAYAr1011 PhIrIANIehlr.41r f roe rNAs rinitY• f'OE P 1,6 0 1. ad Qtr. L .7 z.. e‘,1104 yp.. Nitro! • CON5Tf-V.ICT ME.NT AP3AC.F.A.11 1 EXLAVAleP MAtE.P./' AL. Orak 4 31V ttard.5: 1(, l'11 • INcLur Ammg. 511.4.pep ;.sge,4, 9,, • • 11 J=1.-.fc Pt,,A•vrs, as witorloWe.,/es r° . , toe llic.ratken TRosa ageAs. 1 EX/STING CONTOURS ARE BASED A I94.A SURYFY 1X1ST/NG CON] MAY Nor tor 4ccuRA7E: . THE SUR AND SOILS INFORA1477014 MAV INSPECTED AT THE CITY. Z. A1.1. DIST/ 1R8E0 AREAS Alusr '?HVEGETATst 3 WHERE NC) GRADES ARE S11014 PATHS, P.4711.9 FOLLOW EX/ST1N GRADE. 1-10WEVER Trit.F. GRADE ASPHALT r:477/ .>101.1. MT EXCEE 1 .SEE SHEET L - 4 FOR PATH LAvour. .5 GKM .95 AREAS SIIAL1_ NOT EXCEED . 4 / SLOPE.. G. 01:At91.14. 1111: OtAll.:WAY bf 1..t. c LA'S e.. -- C1-1(1,121e045 1 14MP 0 51 vg---rtANIP aUrro , F. E. E v ic.E 54i p r _ c _ r A_D 1 In hX(..AV,A tiod PILL. UNOSif P/C/WC .6//EL. .5/./1/4 AND 4-1PAVA.l &VALI_ DE S110VVN OA/ SI-IEET L- 7. P' .# esql■in1110 t , \ 5 ....! e 1 , ,.,, ,, . ---. .. : i. ''..7. .; ,.., ;. :...,.k ...' ..,:.% : — • .'. ,...1...L.. : 1 . : A * 8 / Al 1'1 . 4 .. ( i ti 7141 11; ° I '1;1'1.:;'.6•1: \ IY4( '' ‘• : i 7 — —1' 7' \ t L". 7 1 ' \ ' ''77 N .1 ''` ", C •••, 1' . 1 1 '\.\ • )1/ ‘ .1 , i .• . • • ').. t. /11; . .... :.. ..tiVMSNp . .. ,.. .....,... z.. . ,.; ,..... , •. ... , . • ..‘` :', ,..,..............,..„ :J....pi ...,0...T.:Lt,..,.!.q~.„.. •,-..Z ,',.:We94■4 OPP , .. . q. ..- . ,. ... . s .....,,,_,......,, ; „:,.........,.,..... 4 „ f :. ! .....,.........‘.4.,...,.......... . ... , „.........„....,, ...o.sel ..1... • . i ,, *--',..-.- - . ..,.....„....1 . • .. • .: ,,\ •' - 40.1 •••■•• 641. log CI /NCI WI. M1 f: t.. /Ni t.. NAIL '^' ' F ILE C I understand that the Plan Check approvals are subject to errors and omissions and approval of I ff,, , •,, ;;aot authorize the violation of any dry'.- A code or ordinance. Receipt of contractor copy of 'approved plans acknowledged. • • s Date ti , ... • . ermit'No .:,, ,..... . • • 7'N 1 1A(ILL•P (VFSlre rs raly 'nit TPL' •NoA/7NAY X. /NCI... //A IA'.;'A/tkA $, WO /rlA/, /101. /Y.44 4 r,e N, "MtlANKNENr, rl' Fuller ugAD/nU /N AP t 9 /N Ewe e..1.10.y ex, 'NM. IIM.i; Ants.. d /5th ire.a. •1/p16 W ettra CF fix, AVA I r "N AIIO 6MII.WkNralr, •leCl.1.:C7 •• • vr'I- . • •,. Aug SN : w6Y pU7�I n� WAD' • 1 • L •l� ' /•/frW STREAM q., r AS AY FFOEP 1CC_OMMODATE •\ WI / 11 MAX )SS .LOPE OF 2% . 11n�osl•� R 5 `l� • 14r11)(41 ,&7 /J 1 3 IN fli rv C.:rY/,va CINI' `• N.+p 'I I Cht. AREA B NS EA 1:1111_OW PLt'VArl0N / IAG'r of ?lens t+t,l. ".11 1. rN• 1 AVIi see • s,.iNE rAP/N6 9J/AP/'P .4MeAS......._.. ..... ...... ._._ r tags of PZ,ul(S GRASS oe Wltvl'I•....4 TY+ p 117W11$a Afi.EAs REMOVE EARTHEN OAM REGRAOE AREA BLEND /N •U EX /S7 /NC 7011 G. 67.241/146. , '.• 7I /l' r;IAlt.14W 14 b / /I'C.• 1 ! °,v iw,yyn�r c t,A', /S, CHUSR S rr,f INS r A�2 � F i F.E,DUC,E PA-0 S tzV .!- \, > .e l/o s 4-1 Fne c: + ER - r//&• PICNIC S / /ELTF.R .SLAI3 AND APRON .57-1/11,1... BE As /I SOWN cvw SHEET L-7. `.. • ":5[E 111•/.1 ( 4 D11€, Nat ape ■:tiy}Gryf F• +UHtnr /MIf . I r .;IAB I P r1.IGItG1 YANI4A4.. M•rA, YAiWC. / =.u>Fi JI. Ib4711A' 11T::fr�ao _ `\ APIA (/41.1' � ; . - TOP Or. Li - M G 1. EXISTING CONTOURS ARE BASED ON A /WG,M SURVF,Y. E XIS?' INC rY)NrouRs MAYN'T/' BC_ ICCURA7E • THE SURVEY AND SOILS INFORMATION MAY .I3E. INSPECTED A7 THE CIT I ° ._l .3 WHERE NO GRADES ARE SHOUT'./ ON PATHS, PATHS FOLLOW EX /STING GRADE , HOWEVER , THE GRADE OF l ASPHALT PATH. 1lA11 Nor EXCEED a %...;. -I SE_E SHEET L -.L PDX? PATH !_ AVOUr, L. ALL DISTURBED AREAS MUST BE RE. VEG ATATt U• S 0,c74;i3 AREAS S11,41. L. NOT ExCEE•D •I / SLOPE . r • ••• A7'I :MMN, Mill. P x/57/NC • ( "•l 71 • ' 0 -- *1 '. . )r . Sr • '�• • I G '. I z. 1I liVKLANP 5OUj'4P6R " werpdv N oPPsaz t., Ui (t1 porf fz; ON j I CE% O ',PCEND! -- — PIEOFOSED CON 0' 40' • 60' 9CALE. 1'• 40 ~...• . CITY OF -TUKWILA APPROVED 'JUL 1.9 1991 AS: NOTED BUILDING DIVISION CITY Or TUKVVIL1 PLAIIINING DEPT, 481w stuk000 JOVE FAICE 'NO WEST PROPER- LIN E. 0 MOVE ALL 1 / 4 .1 NATURAL. • , !;/i w5, arAo !HS SETWEEN 24' 0/4, WITHIN ; ()F ALL. /M4/L3 'MOVE LEAN trokos car-cub fel --••••••- fAV CH r co4- REA.10vE 3 Yo AO:VI, AND 71A.S11- - 77 1 \ • AFPK0.044,476 • CLEAqIN.; (rvp) 70 E P4Acce0 tiV ENG/NEER ,CL.E.AP# GRUB, LEAVE. EVERGREEN ivEr...s, MAPLE AN!? MINA g 7REEs OvER .43 10" RECTEP BY' ENGINEER . , . 14£110VA OCAO B,/l/ 'i.:1 TAASII• A/p.move. t / P CMTE CL•f; AR tloi 1 rll 41 WE....4 l* Art tide Al tialeIVP To rin. II AGC.Ot•101:1A, li Plalle•E • tois 'I irrek.1 0 1 1 iteLt,&5 .or cerkv,A•ut• 1 PetiNia MAY CO eur Ilir0 ...4•.; 1.-elirarlk; 'AM 11 Ai' A:elf / GAS rANK• f ei/ •, cur Greg/5 ftu-tu w/o/ 0,u.r.4›, ;j1 : i '6 ".Y c: aryor , •.. • • 4 •.S4VE. A4AGRONAS t PO WERL./NE (EDGE OF cRAVei...9110(J4DER) br int CA - . • i • : ' . REMOVE METAL. TROUCII :1 P/PE,I.OGS ANC BRI.1311' ON DA/1.4 • ' • ' • r \o v E s .• , ROAN 0 ALL. S71JA•IFS f ROOTS /N AREAS OES/G N- CLEAR V GRUB ARE TO BE 1 REMOVED TO 12" BELOW ORAGE E) CEPT 11/11N '30' OF TREES 70 R1/v14 WHERE GRUB/NG SHALL EXTEND 70 .1" BELOW GRACE ® ALL ORGAN/C DEBRIS SHALL Z3E .0/sFOSED OF OFFSITE AT CONTRACTOR'S ExPEA.I.SE• agearr pou/ ,c4=4,-eio/6- ALL. FENCES, ME.TAI e 7-/REs SHALL BE 0/sF OF OFFS/7ff • . AT CONTRACTORS ExpEArse, apiatIS (1.) RE move 4143I.L.LiER TR EE. s WI7HIN FENCE. CUT 0Pf: sTump.ts A GRADE. L.EAVE W/TH ..6440071 TOPS FREE OF .spL/NrEks. LEAVE BRu: HUT muN/41 70 .3' HIGH. (.5 14.11tIOVE ALL Dt.:14i) ANO/01.:: LEANIN TREES PROM THE uNC/...a4RE0ARE AS FLAGGEo 61/ THE ENcINEER. • i• Cur 0/:/*.• STUN/At; r ckt•ire I.EAVe W/'/ EJ 10071/ TOPS O rtrfelle!l'ilnkr!...1., 0 REMOVE A i LL ACM/ vA ;OA R/AL FROM 71/E 6' WEST OF 5/ t.t. Ava. ivprep As by 774E ENG //JEER , 1//7/NG 77, ORA /A.Mlni• •SrArLX: Te.J•clin W/711/A./ 7'/? FEiVC.:60 MW n/ArURAL re• /NCI FEA/CE.:S, TIRES; "-YAWS ,n, # VEH/Ct.,Es; P)11. rtuktIni. NrArLY ANL/ SroCA:M.e, A1.0116 kIlnyr pe.E" fir pi f'ltlV.IW I' WAY W ITN VA / • el (WE env' icrEr.7 v 10 ;41 NANO PRUNE BRUSH 70 3'NH ,sAvE EXISTO.G OREGON GRAPE. FERNS , IVY ANC" MAPLE TREES /7 7'0 A' • •, . ••••.." , 4 . 6 ° 1 ./7 AVAIi • , • . 7:• NCE '.• , • WALK, • . • • fAi 1 10 ;.`•,•.; .•-• 1 • „i LIM • r .sr arr p • zu ric occbuz c n/ .f WEt:r twos", Art r.alr A: Naer•tp /Alf; PI=N•(:, Lb4L, 'l ,teal / NAf/T.AL `f If6 our /NIC .!d /.L•:NT rM AI/v 11.4.•/c4) :Ur Grows ' , kip/ ay 1.1 ••••.•••:( 4;7' /KG4j / aru4w S; A OVE ._FENCE " 7V C • AI• rzAR4 GRUB. LEAVE E/G..FEN TREE!), WLE AND A At2A6NA CES.OVER 10" PA AS :ECTEP 13V' G /NEER • • AVEL .9HOULOER) CLL AC' GRUB REMOVE METAL TROUGH :11 PIPE, LOGS, 41/VP BRUS/ /• 7 ON DAM I Ij • f:i. ANP L EA;NI ,1 4' 4' T. rl HAND PRUNE BRUSH TO J' H /GH SAVE EXISTING OREGON GRAPE, FERNS , /VV , AND A•?APLE TREES NPT s : ALL STUMPS I ROOTS IN AREAS DES /G - N47ED CLEAR 4 GRUB ARE TO BE tr) REMOVED TO I2" BELOW GRADE EX- CEPT W/lN .30 OF TREES TO REMMIne, WHERE GRUBING SHALL EXTEND 70 •f " BELOW GRADE <( I-> O ALL ORGAN /C DEBRIS SHALL BE 1} OISFOSEO OF OFFS /TE AT It! CONTRACTOR'S EXPENSE. e%. E/ r Ff�NLr! GLK4F/N!i O ieltuk1 Ati Nor/ m. U ALL FENCES, ME7AL, ( TIRES S //ALL BE DISPOSED OF OFFS /7E X AT CONTRACTORS EXPE (. �• jj �� 1.- 0 Re MOVE �H+ ILD 4:1 W /7H /N FENCE. CUT OFF STUMPS AT.e. GRADE. I-LAVE WITH 541007H TOPS. FREE OP SPLINTERS. LEAVE ErRU8// BUT PRUNE TO .3' HIGH. ✓ /.'L• &IOW:: ALL DEAD AND/ox. LEAN /NG 'TREES FROM THE ( /NCLEAREDARECIS AS FLAGGED BY TIlE ENGINEER. c:l /T l ,:f' 2TUitJr�S AT G,C %ICL9 Lf -•.4VE WITH 541007 /l TOPS / FLWE OF SPLINTERS ��n(OV.A1, _n/' _s r K�Lr . o /i L' 1 ! rM11TioNS _ O A K)VE AL!_ NON NATUXCAL.' Mi1`/'E= PAL. FROM 771E a .'ICR s /T WEST OP S / ;,t. AVE. 5 AS /t'oreP / H...4 L3V THE ENGINEER, I:,rC/ ( /p/Na THE £2''A/NAGE 5 TFL/CT'L/ E`er WI'TII /N T //s P'L?NC.Ec' AREA. MW NATURAL rt'rL. (' A ) /IJC L_UPES FENCES, •PIKES, PIPES , f7A >J'rG 5 OLIJ Vli //IGLUS, l/J /.r,(/. /'7: 16:/,• /•IA /I fhlAi. NE4rL'/ A1NU 5rocArlr.t AI.cW( Till: W14.r l l'r•E' Of I714 /'Rrv Kt ^.tl'Wny, 1.1 /70 TIIL H'iTS 4 ' 1 1.xicruTi I1'/ 1//C CI p• /M,,"Er /ilk. • T•GES to H& - ,..t rF2 ttEtiova •. -• r • • GI TV TO REMOVE Ef'/JT Fen/l. • P n/CE •. •• j� i= CCliA4OVE EXISTGVG WALK, QLJ W • ask 1467, SE@ 'fit SO 17 L' /I. . IT '�, LI/f(r al" (lam 4v45FF i !KW1IL.A _ . uAis F�t�l 3 iL sr;. pT. 40' 0' Io' 00' T SCALE: 1 ". 40' REMOVE FENCE , CUT OFF AND oc/NDl ST /RR PS FLUSH 1 ' W ITH CONC 'ETE PA04, • FILL PIPES WITH EF-tOXY! ;. 1 RES /N, AND G.G /IVL7 .SMOOTH. • FOK /'rl r<r'A' / cLI M• to: ,.ie• / /F. /,/a,tK ALONG S. /431:V :%f• (ott 1.://11 W0K/c.) S TREE TO as SAVED • DEAO TREE OR LARGE L /4455 TO BE REMOVED n LOG, coWNt'GTiA'L, M LIMB 7o ec rtYM.arT� LNp{Gtf{AMUMrwr $ LEAN /NG TREE TO BE REMOVED L /r4IT of CL•.' WM9 . L/t.pr or CLFiN'UNG Al /IOrEP cat W, SfU IXi0 a111f4CAn so. 1L: i a••t6' 01 74 /POO SPH r', • 175, 9:5U' 1 77,9' ,c•59.06 ; 40• LOCATE 57s1/A3 ' ""• 8& TWEEN /REES AS SHOWN }q;JTW I.: ;i / ©5 2 28 268 htt */ 0 : /f0 iron WIDE CEMENT CONCRETE4!AEWALK • r .f' \ 4 E, W!OE AS /3 4LT Fd/'J ;"N0 GK'f.SflFD�GK S1f0 JLL R$. !N 'CREASE C.S'[JS/ /EL . . .9UkPACINC & SE CWRSE �-7' WIDE ASA'lALT, • :. CO4 /PAC7E0 0 t00A /195 • DISTANCE FROM PROP CORNER ALONG PL (TYP). •BNOINBBRINO•BTRHHTB• WATBR•BBW HR•PARKB•OSU1LDINO• N 88 • se,, 'oo' W by hailed co Inn ,t0 t ai cr1 frill 1M f7R0F LINE Stiarood Assoclalas fluid Mi idlolon Enninsurs' r71 Calvin Jordan Associalus EGS NOTE ::. THE ENGINEER WILL PROVIDE 87AK/NG . AS DESCR /GED IN 7) SPEC /AL PROVISIONS. Moon No APRONS ARE NOT SH PROPERTY CORNER SET RE /D MIDDLE'TON ENGINEEi . F S ?r Dim! `('o 4-' A-LL Ago vqo Nr' 'I . ''. rnI/ ..I.rul. . 3 :3I A'rlONS FROA•t • 1 '• g •• 'Pre tkhtL•IJI' PAPL'7 ere 0ItEWALK. d•bM4.C. E,YN_'T LOCATION AND OR /ENTA7 Of= 7.'ES7ROOM TO eta APPRO BV. EMt•'/NEER. ASPIC ' C/K /5/ s' w CEN .COM • S/DI • q• '.' its•cO• FOR AA CRYSTAL SPRIN L AYOUT AND P1 4'OO w ...,,,i•..r. 4" REINFORCED' -.'- , WAX SLAB . /A:75 524'•0' •CONCRETE IWTYr. i:r " "<'t3Q.th,E / r 7• . • 3/'/ .. , W /pE . CEMENT • ' CONCRETE, IFEWALK CRt,fIECIAOCk S'plAce IN- CREASE CStJS/ g'LSE. COI/:SE 70i G, 4111,1 CO1r.IPACTED A3PHALT CRl/9 //EO ROCK ' 'SlIOt%LUERS r, I W/DE CEMENT "•,1,- WA..CRETE j CRYSTAL SPRINGS PARK LAYOUT AND PAVING PLAN •9.00 ao 5C4LE: r t, • ; too* NUN r.64rirar r.ANGCL7'6 s/PWAIJt : • ' SHEET I L-'.3 : .:•. t' AR /' } Q1111fIC/.t p l r J L' t:'. LOCATE uTA /tS �'•;• HETWF_EN /REE9 AS •/IOtVN W /OE: AST-HALT - y PATH /?ROREA'T Y..•1 L / N 89 "W (PLO 2'95 3 r5o a e/ • 1 Idl drive a uw =7 • Inri +.o use thtltl 'wi I4/i° EtiKtood Assloclolurl /nl fluid Mkddlnron Erudinou,s 0 0 too -END PATH AT ROWERLINE (TYP) (;1 Calvin Jordan Associalus E :SEE. LK�7A I / CELOW NOTES. (,) THE ENGINEER WILL PROVIDE MELD .•I 8I•AKING AS OE5CR /E3ED IN THE tY ' SPECIAL GROV /8 /ONS. tr/ 1� = PROPERTY CORNER SET EY ` ^ RE/O M/DDLE TON ENGINEERS, /99O. bvc,? $L#Tz DrMErNsra: `Co 4- A-LL A=govoo 4; ';•Ci•nln,n' ewe s I A• :ilATIONS FROM F9/A5E X .Cr;VELOPEM c. 1411 eat-rote floWirlIra :ft l.,S.S 1 ".• Ir'EWA4K• t. lb NA e. br'..I e... t`t - r in „r I t r ,d/ry /fij •s EXACT• LOCATION' AND ORIENTATION 1 • ' OF 'C'ESTROOM 7O EiE APPROVED dY ENGINEER. , ! - . 1 1,3 r:33 :. _.• '� I 1 ��L1r.' • �a�r��151' (. J r ,. . (rr.G', it ` 4.%14 • naYVfn /Ib ARnv> N..? N. Nrv✓ [ LVR :� 1\56E6 .1.4/y N.1T ✓IC.4 Qti.;r Gr�/�i7/1'ur'l .. /on/ W/T// 5-5 + r .i I';)i ..,p Nrd• PA/1/ : JMNGt:i:�:,5•• ._..:r V ."' Wiry hll.�(A .` . t.. • (rot) 1. TALL OREGON GRARE (Tv') ..... 1?f1r t f, lilt:, C.r �ut•av nr. racoon 'Ai r4 !sy fiAr/rn.ar etoN37ii r N/ etVeSt::1, 4'Ar t OW. EX /ST /NG OREGON ORAPR FERN$ f ivy ...,... M:..... VIM MAJ SEE imEC /.4L P .OV /S /ON FOR PLANT L /ST. D,E•A- 1t-Et PJ ft Tld pc,pr-pfrri PA FOR $u 6NH Privice M SNT pc-At./ is 1367 51a'Nei) . TD og 5O 3M try $`( TV DEPT caw • OP ,Ap pROVAL . CRYSTAL SPRING • ISNOIN6eRIN0 •STR86T6•WATER•98WBR•PARK9•©UIL DING• Sli000d Associates rt fir tti. Calvin Joman Assocmws r• . • •,. r,. ,srm 1". rcfen.ern " Arvo•A Eny :�-,v/wow l+% c- Ige:ti,fiA/'k lrl>', H i - -`seEO AL D/STC/RBED y , i...... Yi REAS WIT/// — joy Ni c;•i L i= T LT:i.v,LA JI At%ttku t!• •s . r� w}u� itrirm Wtl W IIIMODU QNIINCATI MO. JL + V C X /ST /NG TREE. RE/OA/IV (7WP) • ' GRASS. • SUN MIX Sh ,00d Annocla CRYSTAL SPRINGS PARK. Calvin JoiOan Associates SEA SlaEC /.AIL 'WOWS/OA/9 FOR PLANT L./ST. D.ETArILEJ IV A P-J-ri NC3 • par Ai Fn R $U FFg NHP-Nc -E McNr Pt-AW t 8 -(b 135 6013m 1Tfl%17 by 7 -a P PT COMM • OP - ,ApPRovAc . B ug N +-tdrtelGL MvT' V- 0 me " L O,PECO.J G R.A"E n. •.t- .... .5 "I, 1 x I ° Li LI I.; COPla$/ # GES DEJCRIPTIQt BEMABKS TRANSMITTAL DATE: TO: r'i' tJ'y PROJECT: �W;Y.� ♦ u:" '��� . � Total Pages (Including cover) -- 3 6011 41 r -. C. ll 1 •1 ' ..' 1, Stixrood Associates Landscape Architecture /PlannIng 2525 Boyer Avenue East, Seattle, WA. 90102 (206) 323.1602 • (206) 325 -0442 (FAX) . 1= •r , Av Y rC.24+ N U 1.". Z, j J _ w F tlY ! l/SS W7 , 614 FROM: .A P. �,.. i 25.Ed Please call If any portion of this transmittal is not received: 323 -1602 L 1.1 •'4 J. f VIA x, FAX MAIL FED EX DELIVERY 17 1 - D -- - - 75 f - Trip --- 11111.t91. \91: '�'E.J CL C Stixrood Comments City of Tukwila, Crystal Springs Park -Phase II Notes by, Stixrood Phase: Construction .nonce Page /sheet No. end Commento Site Visit 7/29/91 Scott Moore, City of Tukwila Gary Schulz, City of Tukwila Dave Wells, Golf Landscaping Carl Stixrood, Stixrood Associates We reviewed grading issues at the lower part of the site, particularly the picnic shelter and play area pads. The reduction in clearing limits and other factors have resulted in not having enough earth available for fill if original pad elevations are maintained. The original pad elevations also create excessively steep slopes along the street. It was agreed to drop the pad elevations by at least one foot to reduce the problems of steep slopes along the street and fill material availability. The slope north of the tank may be steepened to provide some fill material. This will also help accomodate the stream which may nerd to be realigned eastward to follow a 1 -.vel contour. If the slope north of the tank is steepened, a slope of 4:1 is iesirable and 3:1 acceptable, A small cut area of 2:1 in the buffer area may be needed to route the water feature stream around the southwest corner of the play area. This cut, if required, will be revegetated with smaal oregon grape and other plants as part of the enhancement planting, Short term stabilization with seeding may be advisable. ... : . 1 1 i l.i . ..1 i r . ) ti 7/29/91 64 -PKOB Sheet 1 of 2 On-Site Work Dies T. I Ai iU C Stixrood Comments Citu of Tukwile, Crystal Springs Perk^•Phese I I Notes bU, Stixrood Phase: Construction re Ice S ':e �.� I v or, n S The water feature may need to enter the buffer area for a short distance behind the three large maple trees that were saved. Disturbed areas will be revegetated. It is desirable to make the outer edge of the path coincide with the clearing limits in the tank area to avoid disturbing natural vegetation. This will result in a larger buffer than the minimum required in some areas. The enhancement planting may most appropriately follow the alignment of the trail in this area rather than the buffer or wetland boundary. This general planting alignment will help minimize .disturbance to natural areas. Buffer enhancement planting will emphasise coniferous trees which represent the next stage of plant succession for this area. The general approach is as follows: Douglas firs in the driest, sunniest areas; Hemlock and Spruce on dry "hummocks" in wet areas; and Sitka spruce where seasonal standing water may occur. The enhancement plan will address the issues of revegetation of cleared buffer areas and enhancement of retained buffer areas in enough detail to provide a preliminary estimate of plant quantities by species. Since construction is still underway, and the exact extent of different types of areas is not known, the plan is expected to be revised. Stixrood will have a plan for City review by Tues PM or Wed AM, 7/29/91 84 -PKOO Sheet 2 of 2 On -Site Work Jut. 301991 cli•Y `i ��ti� �:v►+.l� CITY OF TUKWILA 6200 SOUT!ICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 MEMORANDUM PHONE /1 (206) 433.1800 TO: Don Williams, Director Parks & Recreation FROM: Ann Siegenthaler, Asst. Planner RE: Crystal Springs Park ( #6687) - Planting Plan /Re- Vegetation DATE: July 29, 1991 Gary L. VanDusen, Mayor Based on information from Public Works, it appears that you will not be able to meet one of the conditions of permit approval for Crystal Springs Park. This condition was that a planting plan be submitted by July 30, 1991. The following is a status summary, including what steps need to be taken to comply with your permit. A) Extension of deadline: As a condition of building permit approval (on 7/10/91) for Crystal Springs Park, a detailed planting plan was to be submitted by July 30, 1991 for approval by Dept. of Community Development (Planning). According to Bob Giberson and Scott Moore of Public Works, the consultant will not meet this deadline. The reason for the delay is that the original base map does not accurately reflect the topography on site; therefore, the consultant must prepare a new base map in order to prepare the new planting plan. Given these circumstances, an extension of the deadline for planting plan submittal to August 15, 1991 appears reasonable. B) Completion of required re- vegetation: As a second issue, I am concerned that native plants will not be available in sufficient quantities to complete re- vegetation. Most nurseries are sold out by this late point in the construction season. It is likely now that the contractor will not be able to get enough plants to complete re- vegetation of disturbed wetland buffers until spring of 1992. Further delay in planting plan submittal (and, therefore, purchase of plants) could mean an even later completion date. Mr. Don Williams Crystal Springs Memo, 7/29/91 Page 2 of 2 We are all concerned about achieving a high level of quality in the Crystal Springs Park project.. We need to do everything we can to make sure . we meet the re- vegetation requirements of the Sensitive Areas Ordinance before the park is open. If this is not possible, re- vegetation of buffers must be addressed as follows: a).' The most critical and visible areas of the re- vegetation zones shall . be given priority for installation of available native plantings. All remaining disturbed areas in the buffers shall be re- vegetated with erosion control plantings until they can be replaced with native plantings. All re- vegetation with native plantings (per the revised planting plan) shall be completed by May 1, 1992. ' Any additional work or re- habilitation of the site . required as a result of this second phase planting shall meet the same standards as required in the original permit conditions. • Please let me know if you have any questions on this alternatives. By FILE COPY Date 7 20' WIDE 09 8-202 20' X 20' 8.203 20 X 28 98 -204 20 X 36 98 -205 20 X 44 24' WIDE 98 -400 24' X 28' 98 -401 24 X 36 98 -402 24 X 44 I understand that the Plan Check approvals subject to errors and omissions and appro plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor copy of approved plans acknowledged. K IA. TED • REAM SfZTER Pow #98 -200 SERIES SHELTER SPECIFICATIONS: Shelter posts and beams are Douglas fir, laminated with waterproof glue, in accordance with current AITC ANSI standards. Posts are 5 -1/8" X 7i" for 20' wide. Posts aree9" wide for 24' and 30' wide, and have a Hot Galvanized base that is embedded in concrete footings for stability. No wood is buried and no additional bracing is required. Roof beams are 8' -0" with a minimum dimension of 5 -1/8" X 9" for 20' wide. For 24' and 30' wide dimension are a Minimum of 5 -1/8" X 10i ". Appearance grade of laminated members is Architect- ural. Posts and beams are pre - drilled for easy on -site assembly with 3/8" steel connector plates and bolts. Steel base footing plate is constructed of Hot Dipped Galvanized Steel ASTM A -36 Flat Bar. Assembly of steel base to post is with (2) 5/8 X 7 Hexbolts, See page 4 and 5. • Roof decking is 2 X 6 tongue and groove Douglas fir, #2 and btr., with 2 X 6 fascia boards. Galvanized nails are provided. Roofing is optional with either asphalt which will be 3 tab class A fire rated fiberglass asphalt shingle with a 20 year life or cedar shingles are available, or customer may supply the roofing. A metal drip edge and 15# felt underlay are included if Natural Structures provides the roofing. The shelter roof structure is designed to withstand a snow load of 40 psf and a wind load of 20 psf. A basic soil bearing strength of 1000 psf is required. Steel posts are also available. Steel posts will be 5 X 5 x 3/16 for 20' wide, and 6 X 6 X 3/16 for 24' and 30' wide, structural steel. The posts will be primed and painted with an industrial enamel finish. Hot GalvanitOW for posts is available. APPROVED LAMINATED •BERM SHELTERS 30' WIDE 98- 212 .30' X 20' 98- 213.30 X 28 98 -214 30 X 36 98 -215 30 X 44 98 -216 30 X 52 1984 Rev. 4/90 ELEVATION OF SHELTER NATURAL STRUCTURES P.O. BOX 727 SF WOOD, OR. 97140 (503) 625 -2566 (503) 625 -6664 FAX JU 9 1991 Page 1 of 9 pages RECEIVED CITY (W TI tKWILA JUN 06 1991 PERMITCENTER B IL r ING DIVISION We recommend to apply clear sealer ; or stain on Your woods' structures of ter installation, and on annual basis or when needed. (Clear sealers can be obtained from your local paint. company). I t't kairuF' .. ETR!_': i L: E: TEL , 40: =L=AN. 5 E 8' -0" O.C. RCOF 1 ,t' OF BEAMS (ci 2 bays (0) 8'- 0 ".16' -0" for 20' Shelter 3 bays (0) 8'- 0"_24' -0 ". for :'28' Shelter 4 bays (0) 8'-0"4,32'-0" for 36 Shelter 5 bays (0) 8 "- 0 "- 40' -0" for 44' Shelter 6 bays (0) 8' -0 "2148' -0" for 52' Shelter 7 bays (0) 8 for 60' Shelter FOOTING LAYOUT LAMINATED BEAM SHELTERS 98 -200 SERIES CD1984 Rev. 1990 Caution - spacing at tops of posts must l b to fit properly. 1 accurate for beams NATURAI. STRUCTURES PO BOX 727 SHERWOOD, OR 9 (503) 625 -2566 (503) 625 -6664 FAX Page 6 of 9 -7 'I 20'/ 16' -7 "O.C. 24'/20' -9" O.C. 30'/26' -9" O.C. 1 X011 Reference: M4 w DIA. #3 ■ 3/8 DIA. 13" Finish Pour 35 • SHELTERS, #200 SERIES ( 98 -202 98 -203 98 -204 (. 98 -205 . • _ _IONS_.•_ IMMO 2 4 DIA. (2) 3/4 X 12 anchor bolt FCYTING AND MBAR DETAIL FOR STEEL POST #9 GA. wire mash or, #4 , Rebar 24" on center CIMINO All rebar above this line to IF - be put in for finish pour except #4 Vert. (4) #4 VERT. Tie Rebar with wire 3 Ties @:14" on center NATURAL STRUCTURES PO. BOX 727 SH 2 WOOD, OR. 97140 (503)625-2566 (503)62S-6664 FAX Page 9 of 9 7 ! Fnttl 4v� •r •h . CITY OF TUKWILA 6200 SOUTHCIiNTRR BOULEVARD, TUKI ILA, WASHINGTON 98188 JP /amc:7:williams r, M E M O R A N D U M If you have any questions, please call me at 433 - 0179. Enclosure a/s xc: Bob Giberson, Senior Engineer Development File: Crystal Springs Park Read File PHONE # ('2061.133.1800 Cnn• l.. 6i nLusen, Mayor TO: Don Williams, Parks and Recreation Director FROM: John A. Pieiog, Associate Engineer, Public Works DATE: July 10, 1991. SUBJECT: Crystal Springs Park, 5116 South 158th Street 1" Water Meter for Restroom Building The Public Works Department has reviewed and approved the plans for the above facility. Enclosed is a blank Water Meter Permit (Permanent) Form. Please fill out the complete Bill of Sale side and return to Arline McCready, Administrative Clerk for Public Works. The fee for this permit is $325.00. Special connection charges have been waived due to City participation in water main extension costs which were included as part of the overall project. Once the completed permit form has been returned to this office, you will need to contact Denise Millard, Permit Coordinator at 431 -3672, for permit issuance and pickup. .1..?„ I I K (,'p■Ai nvcrioN NOTES FOK ,\DRUPE ALTERNATIVE R. IA 0 0 0 0 C(X)RUINMI. WATER MAIN SIIU'I'•UFF ALONG 53RD AVE. S. WIIll CI'T'Y OF TUKWILA. PROVIDE 2•INCII GALVANIZED IRON PIPIT TEMPORARY SERVICE 'I0 I:XI511NG MATER AT N.W. CORNER OP 5114)) AVE. S. AND S. ISeill ST 1400'11' AND 1'UINr OF CONNECTION To EXISTING SYS'11iA1 SUBIE(T TO CITY AI'I'H I'OI.LOWING I'I.ACCMIENl' OF NEW MAIN IN Silt Vii i'., INS 1',11.1. SI:IIVIG'li CONNIECITI)N, I la NN('1( 8.IN(11 X I la INCII smug E. I in Wu 11 I')1114)IIAl1E S11)1', 1 1/2 Illell SERVICE LINE AND 141 IIINNI.I:I 1)X15 INO Mlil' K. INSTALL. 11/2 INCII VACUUM BREAKER ASSI'MIII.Y ON (EXISTING 2. INCII SERVICE TO PARK IRIOOAI'ION SYS'Il)N. SEA. 11)01 (M' M7'.) CUNS'IKUCI' ONE SINCII GATE VALVE V.1111 VALVE BOX AND (.OVER, ONr: M INCII'I'I'li, ONIE M INCII X 6•INCII RIEDUCIER, ONE 6 IN( I 1 11.1 X1111.1) (TRIPLING. CONS I RUCr 23u I..1'. 01' I)UCI'Il.lE IKON 1 1 UK WA'I III MAIN, MJNCII DIAMETER NORTH 180)1'1111'. M. INCII'11.1/ S EA. 10,44 (0' H'I'.) CONS'IRIIC'r US 1. F. O1• UI1CI'IIJE 1HON PIT) I (Re WATER AIAIN, 8 114(11 UI KIlilER WINE FROM '11111 &INCII T1)1i. CUNNIECr1U EXISTING MTNCII GAM VALVE. RECONNECT EXISTING EIRE I IYDItANr. STA 4. 1V' II'I'.) CUNS'rHUCr BENCH X 6.IN(11'I'IEE, (ONO{ VALVE WI111 VALVE K1)X AND COVER, FIRE. HYDRANT ASSIEMIILY ANI) 011A140 EOSIN I'FH CI'T'Y STA: UARU PLAN W), W4, AND W.6. SEA. It 15 (11' R'I' I TO S I'A. 5'69 (12' W.) CONS'rKUCr 3.15 L.F. OP DUCTILE IRON I'll'(: FOR IVA'11iK MAIN, &I(4CA UTAMEIER. STA 5.6'1112' Hr ) ((1)151H0Cr 11.25 DEGREE 111)141) WI'ill CIEAIIINr CIAiCR1:IE 111R11SI'IILOCK. STA. 5169(12'RT.)TO stn. 5,07(12' Ill'.) CONSIRII('r 65 I. P OP DUCT II.IE IRON 1 1.0R WATER MAIN. 8.114(:11 DIAMKI STA 3.07 (12' WE.) CONSTRUCT K•INCII X 6•INCII TiEE WFIII CEMENT CONCRETE. flatus r UI.00'K. 6 INCII DIAMETER (7A11E VALVE WI H i VALVE UUX AND C'UVER, PIKE IIYURANI' ASSIEMIILY AND GUARD PINTS PER COY S'rANUAHD PLAN W.), W S AM) W6. STA. 5417 (12' H r.) TO STA. 40X2 (19' RT.) CONSTRUCT 27 1..1'. 01' DUCI11.1: IRON 1 FOR WA•IER 'IAN. MANCI1 0)661311:14 • S'I'A 4.82 (19' Kr.) CONS'IRUCr 22.5 DEGRIEII BEND WFIII CEMENT CONCRIETEi11KUS'rIII.00K. STA. 4.12 (19' R ETU) STA. 3.93(22' RI.) CONS'IRIICI' 92 1.1. OI. DUCTILE IRON PIPE FOR WA11EK MAIN, M•INCII DIAMI:I ER HIEAIOV1E AND RECONSTRUCT EXISTING CURIE OU l'I LH AN'l SIDEWALK AN NECESSARY. 51 A S.90 (22' R'I' 1 C0N51 RUC'(' 22.5 DEGREE 111)141) IVI'lll CEMENT CONCRIEII)'01405'1 III.(X'K NIA. 3.9K(22' STA. 3.10(22' K'r.) ('UN51440(I' 94 I. F. OE 0(('011.1: 111014 1 1 OK WA'11E11 MAIN, 8•INCI I I)LWEil STA. 3.10122' KT I (INSTRUCT 22.5 DEGREE MENU WrIll CEMENT CI1K('Rlil E '1111(1:51' 110.(X'K. STA. 3.10 (22' RT.) TO STA. 2.26 (16' ITT 1 CONS') KUCI' MS I. F. OF DUCTILE IRON PIPE FOR WA'Il)R MAIN, 14 •IN('11 DIAMETER STA 2491 11 R r 1 (1)NS'I1411(:1' 64NCII X I i lN('II SAU111.ti, I ))'(INCII CIIRI'ORAT E 5'101', 1 (QUiCIl DIAMETER PRESSURE REDUCING VALVI) W'1111 3111'1)14 1)1)X, I KINCII WATER 30)11'14 ,1SSIEMIlLY AM) I25 I..1'. OF ((111'IER PIPE FOR WAIER SERVICE, 1, •INCII DIA3E.T ER AND 1)).( 114(11 AIAI'l11R. STA. 208(12' RT.) ('0,14111 R(ICr 11.25 DEGREE BEND 111'111 CEMENT CONCRETE T uttUS'1' IIL(R'K. STA. 2.28 1)2' RT.) TO STA. 2.141(II)' R1') CONS R "1: I )II 1. F. 01' (DUCTILE IRON I'll'F. I lilt WATER MAIN, 8•INL'II 111631311)14. STA. 205 (10' H'I'.I CUNS'IRUM' 11 )1CT1 X 6.1N(11 11.11 WIT II CIEMIEM' CONCRETE 11111UST 111.(X'14, 64NC'11 DIAMETER (.lA11E VALVE IVI'lll VALVE 110X ANU COVER, FIRE IIYDKANr ASSEMIILY AND GUARD POSTS PER COY STANDARD PLAN W), WS ANU W•6. STA. 2.35 (III' HT.) TO STA. 12. ISO' I.T.) CONSTRUCT 335 1.I'. OF MCI II.I:IRON 1011 FOR WATER MAIN, 8JNC'11 DIAMI IliR. N STA. 10.0: (HT) CONSTRUCT (•INCII SERVICE CONNIECtiON INCLUDING SADDLE, CORPORATE STOP, SERVICE LINK,.•dNCII X 50•IN(11 MI"IER ASSEMBLY INCLUDING MITER BOX. 3/4.114(11 PRESSURE REDUCING VAI.VE WI'lll X1111)14 UUX, RIECONNICCr EXISTING SERVICE. IS STA. 10.02 (LT.) CONSTRUCT (•INCII SERVICE CONNECTION INCLUDING SADDLE, CORPORATE STOP, SERVICE LINE, 3/44NCII X 3/6.10)111 311 1'114 ASSEMBLY INCLUDING METER UUX, 3 /4•INCII PRESSURE REDUCING VALVE WI'1)) M1)11:11 111)X. RECONNECT EXISTING SERVICE. 16 STA. 11.34 (RT.) CONSTRUCT 1•INCII SERVICE CONNIECI'ION INCLUDING SA100 E, CORI'ORA'llt S'TOP, SERVICE LINE, 3 /4 X 5 /86IN('It MIrrIE1l ASS;.Stlll,Y INCI.IIDING 311111)11 110X, 3 /4•INC'II PRESSURE REDUCING VALVE W(1'11 METER 111)X. RECONNECT EXISTING SERVICE. • 17 STA. 12.94 (30' LT.) CONSTRUCT FIRE IIYUKANI' ASSIEMUI.Y Wrl'll CEMENT CON('Ri I'IE 1'11141)51' 01.0CK ANT) UUARI) POS'T'S PER CITY STANDARD )'LAN Sv.3. 1V•S, AN)) IV.6. STA. 12.94 (30' 1..T.) TO STA. 13.32 (30'LT.1 CONS ERUCT 38 L.F. OE DUCIIIE IRON 1911 FOR WATER MAIN, WII(CII DIANE:11R. IM STA. 13.32 (30' I.T.) CONSTRUCT 8•INCII GATE. VAI.VL' mill VALVE BOX AND COVER, Ila'I'AI.L PLUG AN)) luitusT 111.0(14 ON 1111'. DOWNS 11UEAM SIDE OF 11114 VALVE. IL. SANITARY SEWER CONSTRUCTION N FOR AIID)TIYK ALl'ER. $.''CIYFa1 0 0 0 0 a U -W- - S'- O E) CORE DRILL EXISTING MANI101.IE 1'O RECEIVE NEW DUCI'II.L' 11111N DROP CONNECTION FOR PVC SEWER PIPE, $ )NCII DIAAR:111R PER CITY STANDARD i'I.ANS S•S AND S•6 (SEE SANITARY SEWER 10(011(.11 FOR INVERT ELEVATION). CONNECT NEW DUCI II.L' IRON SEWER 1'11'1410 EXISTING MANITOI.IE. PA'I'Cil I'AVIE/AI:Or 1'1)11 Crl'Y OF TUKWII.A STANDARD I'I.AN 14•8. CONSTRUCT 531.111 114, SHALLOW AIANIEOLI), 48•1NCII DIAMISI'IIR PER CITY 5'I'ANUARU PLANS 5.10 AM) 5•12, PROVIDE LOCKING III), 111)1.1'. DOWN TYPE PER CITY STANDARD ELAN Si. • CONSTRUCT SSMII 82, SI IAI.LOW MANIIOI.II. 416 INCII DIAMETER PER CITY STANDARD I'I.ANS 3.1(1 AND S•12 CONSTRUCT SEWER CI.IEANOU M•INCII DIAA11 ?I lilt IN ACCORDANCE WI Ill CI'T'Y S• ANIIAIlD PLAN S.2 IVI'T1I M•INCII WYE •011 CONNIiCIION'10 IIIS'1'R(X)M WASTE LINE 151EIE RIES'111(X)S1 DRAWINGS) $IOIiWALK CONSTRUCTION 1411'1'1:5 SEA. 2.311 (III' RT.) NIIMIIII=111A CONS1l)UCI CIESIENT CONCIOE'1'li SII) PER CITY OF 11.1KWN.A S'T'ANDARD I'I.AN 14•S AGAINS1 "1111) IEXIS'IING CURD AND GUTTER AT '1111) FOI.I.OIVINO LOCA'T'IONS: STA. 2.02 (RT.) TO 3176 (RT.) STA, 4,50 (RT.) TO 6162.50 OCT) STA. 6.38.45 (LT.) 10 600.70 (cr.) STA. 2125 GU' KT.) CONSTRUCT MAXI' (SEE LANDSCAPE DRAWINGS). CONSTRUCT WIIEIEI. CIIAII( RAMP Al' 11111 FOLLOWING LOCATIONS; vent CONSrluITITON 1401'1:S FOIL ADDITIVE ALTERNATIVE (, STA. 10.83 (LT.) CONSTRUCT 1.114(11 SERVICE CONNECIION AND TAI' TO EXISTING 2•INCI I I'VC LINE INCLUDING A SADDLE, CORPORATE STOP, SERVICE LINE, 3 /4•INCII X 3/8•114('11 611)•)11K ASSEMUI.Y INCI.UUIN(I METER 110X, 3 /4•INCII PRESSURE. REDUCING VALVE WI'lll ma tit BOX. LEGEND: EXISTING NEW D4 H ► -w -- GATE VALVE THRUST BLOCK WATER MAIN SANITARY SEWER CL EA NOWT MANHOLE METER/NW • - N FIRE HYDRANT ASSEMBLY STA. 10 + 00 R • 249.10' A • 80 -54' -0 L • 386,50' T • 244.36' ••/ i.i e J ADDITIVE' ALTERNATIVE • • • f ' P(1 , 4.1 ADDITIVE ALTERI∎ATIVE B Ti , 4 • Y SEWER CONS NOT ES FOR ADDITIVE ALT'EIlu1TIVE A )1111 01(0.1. EXISTING AIANI1OI.L TO RECEIVE NOW UIUCTILO IRON tO1' CONNECTION F011 PVC SI!1VEI( PIPE, ('INCII UTAMIRTER PER CITY 'ANUARO PLANS S•S AND 3.6 Mill SANITARY SEWER PROFILE FOR VIiRT ELEVATION). C'ONNEC'T' NEW DU(:I11.1.1 IRON SOWER ('(1'1(10 ;15T'INCI MANIIOI.11. PA•ICII I'AVERII!NT 1'104 CITY OF TUKWII.A ANUARU PLAN R•1. )NSTRUCr SSMII RI, SHALLOW 61AN11O10, •18•(NCII IKAMETIiR PER EY STANDARD I'I.ANS S•I0 AND S•12. PROVIIRI LOCKING 1.11),11OLT. MN 'TYPE PER CITY STANDARD PLAN S•1. )NSTRUCF SSMII 12, 511ALLOW MANIIGI.I!, 4R•INCII DIAMETER IT:R 1'Y 5'rAMDAKU PLANS S•10 AND 5.12 CONS'IRllt "1' SOWER .IIANOUT, R•INCII UTAMCIER IN ACCORDANCE WIEll coy STANDARD AN S•2 WI'ITI X•INCII WYE ILA( CONNECTION TO It IiS'IROOM WASTE NO (SUN RI(S•IRU3OSI DRAWINGS) LK C(I . J'RIN'rl(1N NI TIES )NS'IRUCT CIIMRNT CONCH EIE SINI!WAI.K PER CrrY OP •IUIKWILA 'ANNAK01'LAN K•S AGAINS'1 "111It 1iXI5'IINO CURII AND GUTTER AT 111 FOLLOWING LOCA'IIONS: STA, 2+02 (RT.) TO 7196 (KT.) STA. 4.30 (RT./ TO 6i 62.30 (R'r,) STA. 6.38.43 (LT.) TO 6170.70 (LT.) 'A. 2,25 (10' RT.) CONSTRUCT RAMP (SEE LANDSCAPE DRAWINGS/. )NS'IRUET WIII11i1. CIIAIII RAMP AT 11111 FOI.LOWINCI LOCA'T'IONS: STA. 200 (10' RT.) :GEND NEW 1H . ` ^ s- - 0-- CO, 10 4■ GATE VALVE THRUST BLOCK WATER MAIN SANITARY SEWER CLEANOUT MANHOLE METER /PRV FIRE HYDRANT ASSEMBLY CONSTRUCTION NOTES FOIL AUNI'rIVE AI 1'ERNAT IVK C 'A. 10t1S (I.T.) CONSTRUCT I•INCI I SI(RVICR CONNECITON AND TAP TO OSFINO 2•INCI I I'VC I.INII INCLUDING A SADDLl1, CORPORATE STOP, !RVICE LINE, ) /4•INCII X S /R•INCII REiTTER ASSEMBLY INCLUDING METER )X, 314•INCII PRESSURE REDUCING VALVE 1VI'11I MUTER 110X. B'TYP 2402,02 ) STA.1O +00 C' R •249,10' tP A •66 54' -OO' 1$,. L • 386,50' T • 244.36' 62•- 00' -00' STA.24O2.02,S, 156TH ST,• STA. 10 +00, SIST AVE. S. SSMII M I ADDITIVE ALTERNATIVE B IO6 - OO' -00' " ,,.• -PRV VAULT r ( EXIST• ) ii CITY OF SEATTLE 60 ' MASTER MITER . TRANSMISSION MAIN,CRPL NO.4 ' � . VAULT FEXIST ) - -- - .EXIST. METER ( TO 3 SITES) -CONITEL I TO, EXIST, SYSTEM. Vii- REMOVE AH0 '• REPLACE EXIST. 6' C.I. WATER MAI • ADDITIVE' '� 1 ALTERNATIVE C^, '... G1•47I1.6 ADDITIVE ALTERI`ATIVE' B '1. • t„ 40 0 40. ('.10' '�"'•! �"��'! 1041. ' Tot C P , '4/ ,S CITY OF TUKWILA 6200 SOUTHCEN'TLR BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -238: Crystal Springs Park 5116 S 158 St PHONE 1 (206) 433.1800 THE.FOLLOWING COMMENTS'APPLY TO AND BECOME AR ' THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER !i . 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. . All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. . All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition) and Washington State Regulations for Barrier Free Facility (1989 Edition). . Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. Validity of Permit. The issuance of .a permit or approval of plans, specifications and computations shall not be construed to . be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming . to give authority or violate or cancel the provisions of this code shall be valid. Gary L. VanDuscn, Mayor "X" REQUIRED INSPECTIONS PHONE APPROVED INITIALS CORRECTION NOTICEISSUED x 1 Footings 431 -3670 x 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 "="',,"� 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 11 12 13 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431-3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 5116 S 158 St BUILD1tEG PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: Crystal Springs Park CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE ( ict (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - if structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. Plan Check No.: 9 ( 2 ae Project: REQUIRED INSPECTIONS PlcN REVIEW COMMEdi S No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277 - 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior. to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying lire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition),- 14ftifornr Mechanleal -bed Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Coiling 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final Plan Check No.: 9 ( 2 ae Project: REQUIRED INSPECTIONS PlcN REVIEW COMMEdi S No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277 - 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior. to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying lire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition),- 14ftifornr Mechanleal -bed Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. Gary L. VanDusen, Mayor City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control $91 -238 and #91 -2.39 Re: Crystal. Springs Park 5116 South 158th Street Dear Sir.: The attached set of building plans have been reviewed by. The Fire Prevention Bureau and are acceptable with the following concerns: 1. A hydrant is required within 150' of a structure, and no; .portion of a structure can be further than. 300'.; a hydrant. City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM S • TO: Don Williams, Director of Parks & Recreation Bob Giberson, Engineer - Public Works FROM: Gary Schulz, DCD - Urban Environmentalist RE: Crystal Springs Park - Site plan revisions for SAO compliance DATE: July 1, 1991 As part of Planning Division's review of the Crystal Springs Park - Phase II building permit, the related June 28, 1991 memo identified specific site plan conflicts with reference to the recently adopted Sensitive Areas Ordinance. As a result of this review, the following recommendations and revisions were discussed in our meeting on July 1, 1991. 1. Picnic shelter will be relocated out of the north wetland by design modification. 2. The children's play area cannot be relocated out of the north wetland's 50 -foot buffer. The wetland buffer will need to be reduced in this area. Reduced buffers cannot be less than 25 feet for the on -site, Type 2 wetlands. In accordance with Chapter 18.45.040, 4., an enhancement plan, using native plant species, is required to improve the value of the reduced wetland buffer. 3. Removal of trees or other vegetation within wetland areas will be restricted to hazardous and unhealthy trees that may affect the safety of public use. 4. The existing "Clear & Grub" boundary on the site plan will be adjusted to coincide with the "Wetland Boundary ". Avoidance of buffer clearing will be noted where possible; however, most of the eastern project area will have reduced buffer zones due to the extent of improvements. As stated above in 2., reduced buffer areas will be required to have enhancement plantings. 5. Where trail development activities are adjacent to the central, steep slope area, a new notation should be added to indicate that steep slope areas coincide with wetland buffer zones and will not be disturbed. Memo to Don Williams Crystal Springs Park Page 2 • Traq.l clearing activities will be performed within a maximum width of 10 feet. ▪ The planting and grading plan sheets need to be. revised. Landscape plantings will be removed from within the wetland boundary and the 25 -foot wetland buffer zone. At a minimum, the graded areas shown will be removed from all wetland areas. In summary, development activities associated with passive recreational use will be allowed in the wetland buffer zones. Unavoidable site impacts associated with '.active recreation improvements will require that buffers be reduced and, therefore, . enhanced to increase functional value. All clearing, grading, and planting details occurring in wetland areas, as shown on the current site plan, will need to be revised. Direct impacts to wetland areas will avoided with the exception of removing hazardous trees and garbage debris Rick Beeler Ann Siegenthaler C City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor M E M O R A N D U M TO: Don Williams, Director Parks & Recreation FROM: Ann Siegenthaler, Asst. Planner Gary Schulz, Urban Environmentalist RE: Crystal Springs Park - Permit processing for SAO compliance DATE: June 28, 1991 Building permit applications have been submitted for the restroom building and picnic shelter at Crystal Springs Park. Upon review of these applications, we noted some apparent conflicts with the new Sensitive Areas Ordinance. The following is a summary of our review and recommendations. v/ Picnic shelter must be located outside wetland per SAO. � � Current plans show shelter within wetland boundary. Public ,,� r Works believes it can be relocated without undue difficulty : +r'l:;ib v �:t ` 2_6 • . Children's play area must be located outside 50 wetland per 6, buffer per SAO, as it is considered "active" -creation. aQ,u,,Lz- b Current plans show play area within buffer. We understand that to resolve this, play area would have to be relocated in (C$ � '� d an area of steeper slopes, reduced in size, or eliminated. q t&L This could seriously affect park design and costs. Note that buffers could be reduced if appropriate enhancement measures are taken. Gary should review buffer widths/ enhancement measures for compliance with SAO. W3 . Plans call for removal of• "all alder trees within fence;" however, "fence" area is wetland area. To prevent conflict with SAO, this note needs to be elimina ed from plans and the area protected. Pill � Areas calling for "clearing and grubbing" include wetland ' b Le z. r ones'. While removal of hazard trees may be ,QJ a necessary, clearing in buffers would conflict with SAO. Ow v v2. ( , `j Wetland b f fers d nee to be noted on plans, and notes on plans 1 need to be changed to reflect appropriate areas._fszr clearing v'0 i, and grubbing : '` 7 v'. OK— NJ1tO 17. Memo to Don Williams Crystal Springs- SAO, 6/28/91 Clearing and grubbing is scheduled for the area above the wetland. As upper wetland buffer is not delineated on plans, there is concern that clearing may extend into buffer. To prevent conflict with SAO, plans should show upper wetland buffer with appropriate note for protection. Alternatively, plans may indicate that "slopes will be protected," which should accomplish the 50' buffer. Trails proposed in wetland buffer areas are allowed. However, we understand that some clearing will be done within a 30' wide zone around trails. This may conflict with SAO. This type of work, and where it is to occur should be., reviewed with Gary and clarified on plans . `` (A.vi•n.��,'/ (son o - a ireei6 wi i1,uM ' p ' �._ rutao� j J , The planting plan shows re - vegetation of wetland and buffer areas with non - native plants. Per SAO, only appropriate native species may be used in wetlands for re- vegetation of disturbed areas. (The planting plan will need to be revised. Ir t 4 i Guilt •v�vi72 t e' " 'Wo01< t,a44, •itcA Also, planting shrubs instead of grass in disturbed areas may .be appropriate. Gary should review re- vegetation plans for coMpli,ar}cc with. SAO. Site plan for picnic shelter is inaccurate (out of date ?). It shows shelter where play area is now located. Also, as noted above, it shows a location in wetland buffer. An accurate plan must be submitted prior to ap roval of ,t e building permit. -- UG. Vtik itvl )01 W/ i. "ts ( ,e r i b %✓�h 9 . -•Building - permits f or restroom• building r� ° •This building is• located outside any sensitive areas; other zoning concerns are addressed. Therefore, this permit was approved by Planning on 6/27/91. Due to the potential' conflicts with SAO noted above, we cannot approve any park plans until appropriate revisions are made. This project, we realize, is on a very tight time schedule. We would be happy to meet with you and Public Works to work out some solutions as soon as possible, and to see how we can keep this project on schedule and within its budget. Please let us know when a meeting can be arranged to resolve these issues. cc: Ron Cameron. Duane Griffin Rick Beeler Jack Pace Page 2 A v e a TREES. AFY'ROX /MATE CI.EAPtC, /_ /M/TS ('/'VP) 70 BE FLACCEED BY ENC /NEER I/� n /ymer , a � Ian M .CLEAR 4 GRUB. LEAVE EVERGREEN TREES, 444PLE AND MADRONA TREES OVER /0" LV4 As IRECTED BY ENG /NEER / i r 0 /90 / 90 6/00 CRYSTAL S REMOVE 3 vn• mor,y 74 AND % WA t7. / '- , O //A l URAL // p'1nr-s, OED /417 I WI FA/ '1 • !J /A, WlIH/N A1.1. M'A /L3 .!r'VI 1 h "M / -- /H,'/ •$ 'True cir..o.telot, To pAVCM F.NI FPU! REM.'VF OF.Ah i 7RASA ti'FJr10VC i / fAc*.lir, CRATE 20 TIR E,r,, 2 /1 /Lve$ of Cc V,4/, EtY'Y _. / GAS TANK. reiwilhoe weeiramm nom". IINOIN!lERINQ• 1 TREHTO .WATmR.BEWER•PARKS.DUILOIN0• cLOAF 'l'TI / 4 WESrP Lute A; N0?E/~rn lb AG „. i77A1I1 17 Loa,, 7ICL°.I±q I NA7YIf+cL l OM/. ' %AY Ege Gm INTV .s-." 4CNf.77Y ANT ' tN j(/p •-`N %/T t. cur 6-rowS ru...5 l /.I /7'I/ O_.fl i)i1o, . (.K T •.:i 5 v77 EE!R/3 4 S ruMP POWERL /NE (EDGE OF GRAVEL SHOULDER) issy oa i1;r,n Cfaii G. +7 - HAND PRUNE BRUSH 70 .5' NIGH/ SAVE EX /37' /AG OREGON GRAPE, FERNS , /VV , AND MAPLE TREES n 4 � _,_.•,,, -tom o NOTES : aLFA� /NG L6 _ 4s2AK: Q ALL STUMPS I ROOTS IN NATEO CLEAR S GRUB REMOVED TO /2" BELO CEPT WilN 30 ' OF TR WHERE GRUB /NG SHA TO 4" BELOW GRADE ALL ORGAN IC OEBR /S D /SPt 5Et OF OF'FS/7 CONTRACTOR'S EXPE/JS LG4/VN6. Pr -OIT/s .4.f. oral ALL FENCES, METAL SHALL 8E O /SPOSED AT CONTRAC EX RE MOVE ALDER CUT 0 GRADE . LEAVE WITH .5 FREE OF SPL /NTERS BUT PRUNE TO 3' HI REMOVE ALL DEAD At TREES PROM THE UN AS FLAGGED BY THE CUT OFF STUMPS AT WITH SMOOTH TOPS , SPLINTERS . eHe vAL ' STY"UG77 /RC ^, / oaS REMOVE AL G N0A/ /VA R /AL FROM THE 8 A WEST OF 5/5t, AVE. S. BY THE E/./G /VEER, E OR.4 /NAGE STRUC TUR THE ,'ENC AREA INCLUDES FENCES, Ti t) OLD VEH /C? ES. O POLL /"f: /le..E MA 7' ERIAL N STOCkP/LE ALo/IG Tilt 1.1 7'R/V4iEs /C' N /7I/ Hy 7NF. Orr /AS/Y3.7oP. - - - L/N,r or /c.o. Sr/cur:Tur n OILI P:ril ,,t 4 PRnPrely I..IIJC Al Nl't'rr:n IPAU? I'r/ //.E. Lo ', 171,11•: I A/Artie:At {Ay F!- ,uIr' / /Iry .y-.S e.E AM, .`lrAr tI/., / t•^ CUT ry fL113/l j.Jlr /J, Q•R»UIJc, ', r '/r;' / EEx3 i O rIMr 16 amizoi et. 'Be tAre / i ( 1 -I —REMOVE 1Y0 OF 7/SAS1/ /%U5 411 TIRE-3,1 BICYCLE, I J 410 RCYCLE • TE l iGE DE N /NC. r REtiVV(0 N CB A's-Y; (4•�S Pr 5 CLEAR y' GRUB . LEAVE EVERGREEN TREES, •cWLE AND MAO ONA TREES OVER 4)" DIA 45 O/RECT•D SV ENG /NECR - -• t� tie ' GRAVEL S/IOULOER) disi ned cws dm 9 /00 chided swi Me_ 5/90 1/90 - 5 - /90 CL _ GR;P1 • REMOVE METAL TROUGH P /PE , LOGS , AND BRUSH' ON DAM C -RE MOV elagtO i GATE TR LEAVE ROCK HAND PRUNE BRUSH 70 3 M/G/-I SAVE EXISTING OREGON FRAPE, FERNS ,/VV , AND MAPLE TREES .1 l -l1.11 `c.3`,a r J-L -c -:-.� I NOTES: cLEA� /NC. .LceCU/SD% .IPRK= QJ ALL. STUMPS/ ROOTS /N AREAS DESIG- NATED CLEAR $ GRUB ARE TO BE te; REMOVED TO /2" BELOW GRACE EX - ty CEPT W //N 30' OF TREES TO REMA /N.4 WHERE GRUB /NG SHALL EXTEND TO 4" BELOW GRADE. KT ALL ORGAN /C DEBRIS SHALL BE (I) ,0 /SFtSF_D OF O/'FS /7'E AT ts.t CONTRACTORS EXPENSE. EXGBPT / NG6w GLC4, /A' pL+esms A-6 NorF ' ALL FENCES, METAL, 4 T /RES SHALL SE DISPOSED OF OFFS /TE L AT CONTRACTOR S E XPENSE. Y j.._ RE MOVE . ALDER TREES ATE CUT OFF STUMPS AT:;:" GRADE. LEAVE WITH SMOOTH TOPS, FREE OF SPL INTERS. LEAVE BRUSH SUIT PRU.AJE TO 3' HIGH. REMOVE ALL DEAD AND /OR LEANING TREES FROM THE UNCLEAREDAREAS AS FLAGGED BY THE ENG INEER. CUT OFF STUMPS AT GRAD. . LEAVE WIT /I SMOO 'TOPS ,FREE OF SPLINTERS . JVGMoVAL «I' sfRUG7t /r.L; otsSrI(4TJoMS : G REMOVE_ ALL NON Nom/ TURXE R/AL FROM THE 6 ACRE SITE WEST OF 5 /'t. AVE. S. ,&S NOTGO.'its R-- , E1 7 SY THE ENGINEER, EXCLUDING THE DRAINAGE STRUCTURES W /TH /N THE FENCED AREA. ,VOA,' NA rUTAL ( K.ASA) INCLUDES FENCES, TIRES, F /PES /[A7T /G, 9 OLD VEH /C ~ES. 0 POLL / t Nr/? NAT E/CIAL 1,164rLy AND $TOCk r /LE ALONG TAE WEs,r /:t E or Me e W 40' 0• /'E /VA IF IV'nA.t'hl4y, N /TA 7 //1. /ti'STS A. P /EITCTET; BY riff city mISIrrr_.7-''/ . . RI3MOvc ST'uM1'' LIM /r or fcEMOVAL S re; Liar/J _s , rwrit;t..T /OA/S. CRYSTAL SPRINGS PARK 0 SCALE: t "• 40' 13o1 2N eL4CyGEb , I d -'2 A•F-b Nl�y... WITKIIU y X E fj i TAM 40' 80' 1 W >"fZf�ciJ(� • 8V FM? R / 25 ' Wf W/CEIM&A/7" MeA Tr-Am- OraxEitt ovelvitamrivermsrracs � / FFNCeS ' ;. �rkFMOVF EX/.STING. . . ' WALK, C URBS, 4 N••: \:.,,! -. �. .f% ASPHALT , SEE i! : ` W: \ 'z / .5,:e7 L -//. � '. -{- - . RE - -'`e"MOVE. , 3 L CUT OFF AND GR /NDi I • STIRRUPS FLUSH ' WITH. CONCTE D. t� QE PA , FILL PIPES WITH EFOXYt i' RESIN, AND GR /ND : SMOOTH. 1 •, ' s1. SEC CItf./ L • A . t • $60 ...SePi!ir Aren,VB d r �IIE&T. rem; r:e /,C7'AEic ctrAr F ,. 'UI' Aloik ALnN4 S, /5f. /'N •'.T. ( .'rr ::I/7? Wqc K) LEGEND S TREE 70 BE SAVED ( 1. LI • DEAD TREE OR LARGE L /MBS 70 BE REMOVED LOG, poWNEb7XE , ee L /M6 TO ex 1 EMoVV - D net LEAN //VG TREE TO BE A2EMOVED(O RMAII .?/ / LIMIT og CLeAIC ' GRt/B (1k/f1116) ah:411 � urq/T' of CLF.vvvW6 AS NorEV I" 8 /i, J.A. �s RomovAL 6R- 'A) I .IN • L —I L —II u } F • Kr •WAY P-IrAvArtntl ' Awn • CHItiv0=1 AA's• A 1144.1.0PA5 f %Vnrla/ Phrr$4,vetdeNt• r'oc T/!1?. r 4 /atm oHLy. 56tt PE1A /t, 1,3 a 4' otl %lt•, . 2•s et/LW. •TI'S, le b. • CONST E•t3A1--ii4 riewr Ap7%1GE1S1T TO T317H5W /7H EEXCAVA1EP /NA7 E- P-JAL AREA Al7EA t3ELOW ELEVA7 %ON279 / 143T ar PK'T »an_1? .1re/J.1LI< 014. A ‘/td ,:4.: • CUT A5 . NEEDED TO ACCOMMODATE \, PATH WITH MAX ' CCOSS SLOPE OF 2% 4�AKTU NAJLE1, err SIT, l r /O SIC UNt j7'Ae '1 OADIJrtY E. Nat- IIArX.!Alc•r /s, NIP IT/IN. 12Z5Yo RPQ, /Naivde Erc.IVATJoN, ;MBANKMENr, 1f uGil `! - QPAPING 111 ARlxt B /N TNt VRoAG/•/y Cx, /N64, /1Av1 AfZRA 3, OW /rem. 12S, YARD.; cr r'x j\ve'l #')N Auf, emISM /kJl/r'n7 • Al e NtIiw �N • :/rr.. . REMOVE EARTHEN DAM R,EOPAOE AREA' B[.END /AJTU, EX /ST /NC 70/X) II1c r4' E'.rWI / "A 7/IG : IN 11111 ?up4gPApt 81Nr•I�IU... • INCLUDE GRAn/N6 ; ..•; .... IN "'rI /G'k1/t;°'/rvMs Po/C PIkNTS,,GRAS M tJILOPL4' R . Be /N5r'u. t7 /N 711,35e3 A .tS : \\I AREA A AREA ABove E Lt VATlonl 279 NOTES: .1. • EXISTING CONTOURS , MAV NOT BE 4CC RA7 ANO SOILS /NFORMA7 INSPECTED AT THE C ,2. ALL O/STI./RBED ARE REVEGETATED. S WHERE NO GRADES , PATHS, PATHS FOLLC G . HOWEVER , 7 ASPH ALT PATH 3H -1. SEE SHEET L - 4 • LAYOUT, 5. GRASS AREAS SHf • EXCEED 4 :/ SLOE 6yeAa1Nc0 repr 7711= . GrA r�T Rv� UICP Ex VAT W Alkt b.e :XcAVA-r'/ON L UNDER THE. R SL • = AND APRON SHOWN - SHEET r•r.rAININF; WA/ I , • •,' , . . )1, ., -• ',.:' .,, . lkiJI-iiac: ..0e.Ae;y1ll. 1 17/7 esolIFolinPvIlmi; -4, --• - r ± ....7) •'- '. , :•,.... , ".. s. .. :SLAB 44 rArktote, Aki'A 1 PIA / //:-..: 4 1 .., 1 '. • '•ivi,."0/fF:./(V13/Nemll //4 - 77 v ,/g, r, e,ii,kinyi.4i'f;,..1.vnt.,,,:/ ,;: : - .,.,._, ,,/t, ...•4• ., Aium 4y \oil 47.1:,•4. fe4... c • vp,-,... ii-g-1,.• wt..„ Mut .;'. - :;,•:....:;., . e / • • ' , , '>••'/kli C ''. ''. , . • ' .' ... . vv - • , ' • • ,' XISTINC .\.. 4 .: , - '. . • '. A.Ne. .,0 't • • Z .4 7 - ..."... ...•• . MAX 15 WGiell • '' 1 , '',.‘ ', . .''',',, /...', • '‘...• ...,:':',', ,:::, '''. • .,-, .. "1. ',1 1' ' . !r i'' .s. ''''' • • ; , ,iiso ...;4try taiirf l,„44,, , 40,4 ■\., . ''' '- \ , ‘. ...,yy',. -7 „54,,arva 7 619 /N i -., i ..,, ' , ,• ... , , , , ,.,,,. ...,„, .., -. ,, ,., .,„,.. ,,,, ,, , .. i .,,.. ' l'• 1 .. .' I .'' •• • - ".'''' V ' ri': c ' ' A . / I - \ 1 ..•,..\ ...11/ ,•• i '. \ \\' • % \ /..:• .4 1/': • 1/4.,.. • 43,02 csicApito AvA-now L UNDER 7HE oc SHEL'IE AND APRON SHALL BE AS SHOWN .SHEE T 7. '"• AP-.EA AREA BELOW E26/A7IoN2713 / ?AT PKorrPsol, strAktii.k. onl q"irit AVEi ,"*.` • 45 NEEVED ACCOMMODATE \ rH pt/ITH MAX A IZOsS SLopE CP 2% , 'ZTM IlAdLE17 err .9/To 1r.. PIP F■ OMIT're •RoAakinsy Ex. IN17.1. NAU1„ A, mi /7 , py (mar, Mk2AM •If...4■44 f MoANKMEI/r, s ' Gil At1 PINIV/ GRAM/1G 11.1 AREA 0 of Two Api.m.y l.f.)<, m4-. iiMil- Al2. 0 , ON7 ire/4. C14310 YAges et P.X.,...4V411 A1/0 gMOrWkAeffitr NeVreP GRAPINA IN ....;ilAPPI Arm, • .. . ... ... .ii Pi,.a.mrs,GAA.;s cfc otorioPledssTo .1-I.r.P. lel Tliesa 4yee4s. . . . , . • i A • , It' • / TI • • I . I . ' I 1 l■ REmOVE EARTHEN DAM . III' r . Ex . 1 . BLE 1 , RE.GRADE AREA ' ND /Nni /ST/NG 71:3 ' ' i , . 1 . 1 . ,1 f , , JJ 1. .... , "" •• ' '"" '''' . NoTaa:' N 4* 1 i hi ,' . i 1 EX/5T/VG CONTOURS ARE BASED ON 0.": • • "" 7.;: . .,-- ::, : '''' ' ..'. A lem8 sURIAqY. EXISTING CONTOURS _.i 1. 1 ! T . MAY NOT BE 4ccURA7E. THE SURVEY 1::. \ s, i . i 1 . •t:z ANO sOa...S INFORMATION MAy BE (/) i • u INSPECTED AT THE CITY. 1.1 .2., ALL DISTIJR,SED AREAS MUST BE REVEGETATED 3 WHERE NO CRAOES ARE SHOWN ON PATHS, PATHS FOLLOW EXISTING 1 . , GRAVE. HOWEVER , THE GRADE oP ASPHALT rAnfJ5HALL NOT EXCEED' 8%.. 4. SEE SHEET L -4 FOR PATH LAYOUT. 5. GRASS AREAS .SHALL NOT EXCEED 4 / -SLOPE. G. Gw../kowe., rpr rile.srAirciv.A.y EaecAv.46N cd.Ass 2* WMAND Reve6aA / • I I t • • I • • • , " ' • . ' szl • I . ' ' i • ' . ,.• • , I • • ,` 7 1.5 • AJi rc. pSYl r l� APb'AK 6 �' ;Jiro Gmm,;'3 / /AGM MN . . SEEO ANY A/ATuIU L ARM.1 Pegr SCB SPAPAI.. Mb: • jt ..` ^eet� .err! Jlnucck!Y -- W/r ✓ ht/X�..., •\.' (rYia ). ''''' TAO. O.PEGON/ ,GRAPE (Two): PF'Rl;1 twirinesr*o e0A N/ 41'0 3 ;61/Ar'e•:MIX.' ',r •HNOINEERINO•BTREHTB• WATER•BHWHR•PAPIKB. BUILD' NO• ":!r., . i�i..Ci('IC. i t;Ga , i :�.';+. +r (,i• 'tr�.v .. ere. At. Steirood Associates., ReidMddtaton Engineers', p A • .SEED ANY itlitTi")TA(. col.11rivor4ionl WIT! I. • . • SHAt.o.,Mbe. • ■ " ilArts mix. „ • .0W6R 1•1') 'RAP. (Tv) T ISMI • .• (VINCAmfit/oR • ' • • • • .;,..„ - ,,, ,.. . ..,..,, . viA•icA .. , -ktript.A. • . . „,.. •... vr.,4:7:1 ,...! 1:4 , 0 „,47: ‘," ion/ okeGolv , ,." i ,, , . . , .„..•• . ‘ , , , ... `,/,-/-•:,:. er. .., ,.•,,. . :,... --.. ‘• ,., • ., ?-. ... Gg41 , (TW • . 4 : ' . .,...i. :•:..('. ''''' ' . c' \ a 4 ` 4411 2 P t4i4 t 4 0 4I4' W=ZY • .) 14 :i{k, 'i. :,''. ., A i . c (PlAre.;Afiy 1. .,,,,• .r e. , '%.s.'. . il ....... ee W/ c", c • • , • . „, VA/CA MAvoq • . „ •i • f' ! c • • EXISTING TREES , TO REA SUM • MIX or4tri OREGON GRAPE " • PaRivs t WV - . 7 1111-1( t6:T Stixrood Associates Calvin Jordan Associntes noid Middleton Engi000rs E.G. S. r Frwlinrer SE SPEC/AL PROVISIONS Pale PLANT LIST. T41-b A/4"nsi/ PeAmv/A/6 PA Fog- vtiLlz- e" rverairterreo SCOAi AS PP OSSISte "c LysTt/kBEl., 'OREAS WIT / aRA:30, ' 401 MIX. •••• 1 f / ', s, • 4 )' Attivv'l .r c•- .65r. s101/N'S WO/er),..' , • ,., , \ --a tttliT . CRYSTAL SPRINGS PARK PLANTING PLAN .. • . , , . • • i . ! , • . , • • i . .... k• . . -I- •• • . ' • • .7 • : • '.. ; ; • i t ' • \;,‘•• • . • • - .I. • • • . ..!" • ••••,.,- • „- . ' „, • RaLocAre 7-k. ; , • • qx/srfivc ct / . .. / . . " t.; • - „ • ce � W 1LA City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor M E M O R A N D U M TO: Don Williams, Director Parks & Recreation FROM: Ann Siegenthaler, Asst. Planner Gary Schulz, Urban Environmentalist RE: Crystal Springs Park - Permit processing for SAO compliance DATE: June 28, 1991 Building permit applications have been submitted for the restroom building and picnic shelter at Crystal Springs Park. Upon review of these applications, we noted some apparent conflicts with the new Sensitive Areas Ordinance. The following is a summary of our review and recommendations. 1. Picnic shelter must be located outside wetland per SAO. Current plans show shelter within wetland boundary. Public Works believes it can be relocated without undue difficulty. 2. Children's play area must be located outside 50' wetland buffer per SAO, as it is considered "active" recreation. Current plans show play area within buffer. We understand that to resolve this, play area would have to be relocated in an area of steeper slopes, reduced in size, or eliminated. This could seriously affect park design and costs. Note that buffers could be reduced if appropriate enhancement measures are taken. Gary should review buffer widths/ enhancement measures for compliance with SAO. 3. Plans call for removal of "all alder trees within fence;" however, "fence" area is wetland area. To prevent conflict with SAO, this note needs to be eliminated from plans and the area protected. 4. Areas calling for "clearing and grubbing" include wetland buffer zones. While removal of hazard trees may be necessary, clearing in buffers would conflict with SAO. Wetland buffers need to be noted on plans, and notes on plans need to be changed to reflect appropriate areas for clearing and grubbing. Memo to Don Williams Crystal Springs- SAO, 6/28/91 Page 2 5. Clearing and grubbing is scheduled for the area above the wetland. As upper wetland buffer is not delineated on plans, there is concern that clearing may extend into buffer. To prevent conflict with SAO, plans should show upper wetland buffer with appropriate note for protection. Alternatively, plans may indicate that "slopes will be protected," which should accomplish the 50' buffer. 6. Trails proposed in wetland buffer areas are allowed. However, we understand that some clearing will be done within a 30' wide zone around trails. This may conflict with SAO. This type of work, and where it is to occur should be reviewed with Gary and clarified on plans. 7. The planting plan shows re- vegetation of wetland and buffer areas with non - native plants. Per SAO, only appropriate native species may be used in wetlands for re- vegetation of disturbed areas. The planting plan will need to be revised. Also, planting shrubs instead of grass in disturbed areas may be appropriate. Gary should review re- vegetation plans for compliance with SAO. 8. Site plan for picnic shelter is inaccurate (out of date ?). It shows shelter where play area is now located. Also, as noted above, it shows a location in wetland buffer. An accurate plan must be submitted prior to approval of the building permit. - --- Building - permit-for•. restroom buildings ° building is located outside any sensitive areas; other zoning concerns are addressed. Therefore, this permit was approved by Planning on 6/27/91. Due to the potential' conflicts with SAO noted above, we cannot approve any park plans until appropriate revisions are made. This project, we realize, is on a very tight time schedule. We would be happy to meet with you and Public Works to work out some solutions as soon as possible, and to see how we can keep this project on schedule and within its budget. Please let us know when a meeting can be arranged to resolve these issues. cc: Ron Cameron Duane Griffin Rick Beeler Jack Pace MEMORANDUM TO: Don Williams, Director of Parks and Recreation FROM: Gary Schulz, Urban Environmentalist, Community Development, Planning Division DATE: March 18, 1991 RE: Sensitive Area Planning for Crystal Springs Park :Phase 2 Rick Beeler and I discussed the Phase 2 park plan and the identified wetlands on this site. The current draft Sensitive Area Ordinance specifically allows passive recreation in sensitive area buffers. As stated in Chapter 18.45.080 (4) (E) Public access shall be limited to trails, boardwalks, covered or uncovered viewing or seating areas, and displays and must be located in areas which have the lowest sensitivity to human disturbance or alteration. The current site plan includes a play area near the flagged wetland edge within the wetland buffer. There is a concern for meeting the requirements of the draft SAO because the play area is considered active recreation and is not a permitted use within a wetland buffer. This wetland's buffer would be 50 feet if it were rated as medium value. The minimum buffer required for a low value rating would be 25 feet. A site plan revision is needed to comply with the draft SAO. One alternative revision acceptable to the Planning Division would be to relocate the play area to the picnic shelter location and, thereby remove the active use from the buffer. The picnic shelter could be placed in the buffer since it is technically viewed as a passive use. The scheduled wetland boundary survey will accurately define the wetland edge in relation to the subject play area and the amount of potential buffer encroachment. When the survey information has been completed, City staff can jointly review the site plan for any proposed revisions. I will assess the wetland value using the . rating methodology required in the draft SAO and inform you of the rated wetland buffer distance by 3/19/91. r Phase Two. Agreement To Be Subject To A Sensitive Areas Ordinance The undersigned owner and developer of real property located at Crystal Springs Pk. Ph. II, S. 158 St. & 51 Ave.Sand more specifically described in Exhibit A attached hereto, hereby agrees, pursuant to the requirements of Tukwila Ordinance No.'s 1544 and 1550, that if the City of Tukwila will process the following applications: Process and issue •ermits sub ect to standard review for construction of Crystal Springs Park, the development of the property described in Exhibit A will be subject to all of the Sensitive Areas Ordinance provisions as finally passed by the City Council even though those provisions may be more restrictive than any conditions or limitations imposed by or resulting from the processes described above. The Undersigned agree(s) that these processes will be continued solely at their risk and expense and that the result of the final Sensitive Area Ordinance may be to require extensive project modification and re- evaluation or recision of the above approvals. It is also understood and agreed that continuation of these processes does not mean that applications not pending on November 20, 1989, for this project, will be accepted or processed unless the City Council approves a petition therefor. The undersigned acknowledges that the covenants herein run with the land described in Exhibit A and that this document will be recorded with the King County Department of Records and Elections and that these covenants cannot be released without the written consent of the City of Tukwila. STATE OF WASHINGTON ) ss. COUNTY OF KING 3/15/90 Dated City of Tukwila Landowner Dept.of parks and Recreation Applic On this da per onally appeared before me , to me known to be the ind vidual described in and who executed this instrument, and acknowledged that s /he signed the same as a free and voluntary act for the uses and purposes herein mentioned. , 1991. ary Public' In and for the ate 91 Washington, residing at • /Joni fv My appointment expires y -`✓ 13 . JUN 2 8 1991 CITY OF TuI'vVILA 7708220628 Parcel A: Tract 8, Brookvale Garden Tracts, according to plat recorded in Volume. 10 of.Plats,page 47, in King County, Washington; EXCEPT the south 30 -feet thereof conveyed to the City of Seattle by deed recorded 'under Recording No. 4101554; AND EXCEPT that portion thereof conveyed to King County'for road by deed recorded under. Recording No. 4063864; AND EXCEPT N ' that;portion thereof lying within a 100 -foot wide strip ■41 . conveyed to•the State of Washington for highway purposes,by., CD deed recorded.under Recording:No. 5571095; AND EXCEPT:roads; ND CV A EXCEPT that`portion thereof, if any, lying north`of"a'' aD line described as follows:, .. O Beginning at the southwest corner of Section 23,'Township 23 North,'Range 4 East, W.M., in King County, Washington (being the southwest.corner.of the plat of Brookvale Garden Tracts, according :to'plat recorded in Volume 10:of'Plats,' page 47, in King County, Washington); and running thence north`. 00 °41'21" east, along the west line thereof, 328.713 feet to the true point of beginning of the line herein described; thence south 88 °16'00 east to the westerly margin of 53rd Avenue South.and the terminus of said line; TOGETHER WITH that portion, if any, of Tract'7 of said Addition lying south of the ""above- described line. Parcel B: .EXHIBIT "A" 4 a J./ r u -.a ' RECEIVED CITY (W TI IKWII.A JUN 0 6 1991 PERMIT CENTER '. The southeast quarter of the southeast quarter of .the south- east .: quarter. of Section. :22,,Township,23 North,.Range,4 :East,'!, W.1.1*::, -in. King , County,' Washington; EXCEPT. the north;'south,' and.east:30 feet thereof for, road; AND EXCEPT that portion': thereof conveyed to King County for• road. purposes.' by: deed`_ ..recorded under Recording..No.i, 4063864;, AND EXCEPT,that'portion. thereof conveyed to the' State o'f:Washington for highw purposes by deed recorded under Recording.No..566190.3.,: • TOGETHER=WITH rights,tothe'waters . of:twounnamed springs as disclosed,by instrument recorded under King County Recording No'.',638525, and as° contained under State Certificate issued November 23, ,1,962, recorded under:King:•County Recording No.'`5596280:' SUxrood Associates Reid Middleton Engineers Elton Engineers'' ". Design 2428:: UNUEVELN Cr) 'S TREE T•RtGIPC. OF' WAY AREA. AREA t3ELOW i,• i` ' ELEVAr/ON27r3:' a' E.-ice:LUC: _FAOAO,S 5YF'. = : \,'. /Dt:WA .,. . . LU NOTES; EX/ST /Na C • A I96 MAY NOT . B= AND SO /L5 /NSPECTEO 2, ALL O %STiJ RRVEGETA .3.• WHERE . NO PATHS, . PA7 GRADE. l-lO ASPHALT P 4 SEE LAYOUT, iii lid drays SUxrood Assaciates Reid Middleton Engineers Eicon Engineers Design 2426 CRYSTAL SPRINGS PARK GRADING PLAN tItltieli ILEA.: REA BEL014 . _ N EVAT /O 278 CLUDING:.f3CAP �. ". • SIPEWALkS • STR T'RIGiIT. WAY. REMOVE E. R, DAM • REGF-2AOE..4REAt; i, BLEND /NTU' E ( /, J4 7b PO CO /VOTES; .F EXIST /NG CONTOURS. ARE BASED • ON CA A'. /968 SURVE X EX /S7 /NO CONTOURS MAY NOT SE ACCURATE •. THE . SURVEY AND SOILS /NFORMAT/Ohl MAY. BE ; U) INSPECTED AT THE CITY. Z. ALL DISTURBED AREAS MUST BES-- REVEGETATEO. 3. WHERE NO GRADES ARE SHOWN ON PATHS, PATHS FOLLOW EX /STING , GRADE , HOWEVER THS GRADE OF ASPHALT PATH, HALL NOT EXCEED8%..z S 5. GRASS AREAS: SHALL NOT EXCEED 4 / SLOPE. F /LL' UA/OER THE 'pielCii; ,'BE" EL 7ER{ SLAB AND APRON 5'HALLL . `;:48 SHOWN ON SHEET L - 7 . Z2 40' • 0' • . 40' ... 80' 5CALH : I' . 40' 15 TI Sy. dailned drown da(e 6/60 eroo SEE NOTE A CONNECT FENCE' • 70 'EXISTING-DATE AS D /RECTED : BY' EAJOINEER,- --, ` t•� NOTE A:' 1 STOP FENCE :/2 " ' u ' : I FROM TRUNK' ON ra EACH S /GE.OR - BU /LLB FENCE, AROUND TREES OVER '8 " WA; AS D IRECTED BY, a • .7HE. ENG/NEER. : 577 PLAN L' -2 TYPE 6' HIGH CNA /N L./NK FENCE off/ - UNDEVtLOPED' STREET RIGHT" OF, WAY PROPE L RTY . /NE,' 3' CLEARING WIDTH. TREES OV/6R 8" DIA, ARE . T O BE SAVED: „i r , . `\ : i: !''RbPgRT1' INE' '•IENOINO�pINOOGIl ' li re .TL4Ta• WATI3FI ∎I3IIWBR•PAFIKEPEUILOINO. eonsu ,?DAYL /GH7 %5!s iSTREAM END. �Td MATCN;S /DE', .sL:OPES I dU<1R ' SPAL:L ' • ' P /RE I �G • M /W. • 'INSTALL PINY, PAVIPME'' 7* TIMBER 'CURE3 HEADWALL G ,'PROM .17REAM CENTTRLIWE PLAY AREA CH(PS' •.;� Y . SLOPE:•.INSTALL s' PER. STD PEWS -11'• ,'t HEADWALL. ' PER, 'JT •PL:N B - - 9. CONCRETE STA1R:. 'WAV RPERAIL'• BOTH 5 /DES . `,, SYANDARD H JO. . NO GUTTER. RIC N/C H6GT B/ 91. 43 field It m Ellwood Associates' Reid Middleton Engineers Elcon Engineers Design 2426. NOTE.' 0 ' SEE SPE CITE 'FU 20 'MOUNT BOTTOM PAVE/WEA as •2 ' F MOUNT , STANDA/ DISTURB CONO /T /C sPL /'T NEW. SPL EX /ST //VG, LAWN ARE . 9'" 6EH /F • 111/4/G W-1, TA IN 5/G SEA SEE ;DAVLI6 /TI/5's .FROM ' . ; STREAM V�// BEVELED i .! END `,7O ( MATCFI , S /OE SLOPE� QfJJR,kY SPALL � ' sPLAs PA,C7 'dk"Pt/4 $6We P /PB E / ,ALOP 1 ) /NSTAL L ,' ` PLAY 5QCIIP TIMBER.CURS G'FROM 9TRE PLAY, AREA Cl{IP9. l %MIN; /. SLOPE. ` /NSTALL :;•'•. PER STb PLA.1 -/I : ; 'CA); : DAYLJGNT+ WI' HEADWALL; /PER `OT F;PLIJ :B -9; CONCRETE STAIR-+ WAY 4 FIPERA/L:' ` ' ' . BOTH SIDE8 ? STANDARD, . PLAN H- /o.: /vn GLITTER ti CO NOTE.' " N 0 SEE SPECIAL PROV /S /OA/S POR CO SITE FURNISHINGS SCHEOULE..' ZU. MOUNT " SIGN ON 4 X4 WOOD. POST.. :: (( j BOTTOM OF 8 /GN TO BE 7' ABOVE '•" PAVEMENT.. FACE OF POST SHALL. , Lt! BE ` 2 ' FROM FACE OF CURBS • . MOUNT IN . ACCORDANCE WITH �! STANDARD PLANT G -4a. RESTORE DISTURBED AREA To ORIGINAL. I CONDITION. NEW SPLIT RAIL FENCE TO MATCH EX /ST /NO, PROVIDE MOW STRIP IN LAWN AREAS LOCATE POST C €NTER 9" BEH /ND S /DEWAL k ,OR / /v /NG 2 CRWSU /NG_ TA /N SIGN; SEE'NOTE (0 ' : t 1�'./NN O OBBT,Q(/CT /ON S 1 EL tj L /TTER RECEPTACLE: �r:Lry' INSTALL V✓/ CONC PAO'•' • °- -S4/NE Ag EX /STING ti • 1. • 'INSTALL /RON -\ XI NTA/N!FoRGF_ \r (I- - 325 "8828) . M O D E L ' 24 - P PEDESTAL' PICNIC.' ABLE, SURFACE MWAI , W/REDWOOD . S,FATS BOLT.. TO 5/ 4B PR'.,';'. '"AiANUFACT.URERIS /RE-., COMMENDATIONS •- CEN7ER `OFITASLE , BE .9'Pk2M .WE'8T5GGEOf'9L459 5'F • NORTH 'EQ OP' .:S .1 t .:.{ • ZEE SHJE rrorfli *!.3 •) f• `/ SIGN : SEE NOTE W - /1A -2 CRO SING'S /Ovt/ SEE •NOTE' . 2 *.. IWO lire Stixrood Associates' Reid Middleton Engineers Elcon Engineers Design 2426 SITE FURNISHING •IENOINIIIIIRINO ∎OTRII4STO. WATRR•OSlW81R•PARKIPSUILOINO• dssidnld draws chichi c 1 1 14 lir lield by dais S e /90 0 6 /90 • 9/90 CVI J! CO S1...1 SUxrood Associates Reid Middleton Engineers . Elcon Engineers Design 2428 a is Calvin Jordan Associates E.G.S. MINN 0/STANCE FRCSN!` U4IEN7 I I SOUTH ISO T H. STREET '. PROP CORNER ALONG. PL;: (TYP� ... +00 0 ±74 /►00 1 +$5 Z + 28 ' 2 +68 2 #.95 3 +SO REIN .FORCED CUNC. N 89 ° 42'37." W (PL) 4tS1 ■I■ 4ETA/L E�qw gT7 PATH, NO 40ERgy: / QQ „ JH/N .. k t?,4C:TE D: rbC 7C t.. NOTES; ME ENG /NE STAKING AS SPECIAL PR MOWING .4P QO = PROPS RE /D Ml * .,STATion1S . f EXACT LOCH; OF RESTRO EN ENG /NEE 3 r'.53 • -3t00 i4 tl : 35' i Th Re5', c 9+cca : \. \' \i 10 *GO CR° L A` �•yntan '. . 4 " REINFORCED COAX,. SLAB• /9' 7 %2'X2 , O" CONCRETE ,'';;4 TI- K /C RAJ : I, FORCED CONC 1' APROAJ AI, S ,E 4 r.jW - EloE9'. -: EXPANS /Dil( 131 ..1. .f� p.1 ` .," 31.33 x_.;._. . .,._• j. t, isn ! t` . Ili «48 3100. h G8 a ' / ,.. � t •, � i �.�,:� r \ i . 1 Ike , ' L '. ' 4 YV aE \ f \�� !1 l : - CRUSHED 6 q� � � 0 :, 3 � . 12.2' l 27. ti j ' ? 16 ` +5—�. 1 �: 15 ( 1 J t Ann 411-IIA `! : '' �, � �f t r t j 9 is ` �S r tg L7 Na ',''�' � WIDE CEMENT , t ` 1 ^ �. 6� C kt/9HEQ 15'OCK ;tQ CONCR s /GL`WgL l< . • V. . �' ` * `R t 1 iS H OC y L DERS t ,� ..t. \ ® , , GE , ` � • '9 d G�-' ��4ftU 'i.i, \. ' .�. `12.": Ic .M NT ; n; , ; .. • e.. \ = 069,5 - 4q, " . ONCRE , o "s ENti PATH A7 POWERL•YNE.. (TVP) t i r f5lo 9k 5TAT IONS FROM PHASE I / VELOPEMEVT O BE I .I tr *9/.5 * 91 EXACT 'LOCAT /ON AND ORIENTATION, OF ' RESTROOM TO BE APPROVED. BY ENYYNEE 2 ., BE• ,;•. ".NAIL. b.ELQ . y ) tis , VV/DE as t T1! 5, } ~` (n r/ 1 ... UT F*177{{�� N ` � $ N\ . : hu � .r. .. ;- - • H E!, C.e \ w \ F'>� ra [`' E SHED . fSCJ' • Cl/ T „MiN - X NOTES: N • THE ENG/NEER • W/LL PROVIDE ' P/ECD t t STAKING AS DESCRIBED :lN THE • SPEC /AL PROV /SI ONS . ' ' -: 4 MOWING 'APRONS -ARE NOT SHOWN...' • t� = PROPERTY CORAJER. .SET BY , ' z •RE /D M /DOLETON ENGINEER, /990. _..1 / i i i. l .,11'..i1,11::. rt • . . q +oo 1 4 . 1 •` I ii +poi ,,fY, - ) . j `) `N” s.)18a7H,ST : t 40'. 0' " 40' 3CA O' 5' WOE CON SIDEWALK • :''ea ley nod k en Sth rood A04001110e Reid Middleton Engineers Elcon Engineers Design 2420 Calvin Jordan Associates E.G. S. revisions PERMIT CENTER c* MATI O . ,OPEI) -`; "T REE i 'NIGHT OF WAY • oO• / OCA7' C E STA /RS A, 1,. BETWEEN; TREES ;1 AS SHOWN 7.',•W /DE • QSPHAL 95 .3 +50 P,,F9 4,1?,rV 1 civie. SHEETS ttttr• FOR S7REEI7 Stixrood Associates Reid Middleton Engineers Eican Engineers Design 2426 ,,A•rCON$TRL CTT E,MB 14 eNr'A2T,/,1G 7Jr. r0. F'A, 7't/5'4' /TH' EXC y J E P\ MaT AL` mnr UNDEVELOrCf) STREET t?1G4T 01: WA'I 19161111160E IAPISIMIRM •SNgINRRRINQ•OTRINuTO• WATRR•OHWmR•PARKO.OUILDIN®• A!#EA SELOW V 'ELBVAT/ON27& F.3cGG UD /NG FSO,4Ps AND � • ;. �'..S /DEWALJG°3 "', CUT-AS.. NEgvs ,TO. ACCdMMODArr..'` ;F:4TH W/TH 4X C.Et?SSSLOPEOF 2°/. SOUTH; , 1G() ` STREET NOTES : .. /, L X /ST /NG CON /448 SURVF NOT ,BE ,d ANC' SO /LS IN INSPECTED A 2.. ' ALL. D /STURB REVEGETATE 3 : WHERE NO G ASPH PATHSA LT , PATP H GRADE , HOW 3 SEE SHEET LAYOUT. .5. GRASS ARE -• EXCEED 4.' 01 , •' II. AFLEA: ‘. AREA 13EL.olv ' aLEVATIoN276 EXCLUDING 1 2 ,oAp, - AND/ + .S . 4.; \ • v .'• V. • • \ • ' , • •;.• • - • Y 1•• , • • " . • i • , 1 f ; • i i '•• • , '!.. ' • : - ';` ,. !'yoP,' /,' '1 ,1 ''. i ', y . ; ' 11! REMOVE e..IRr14.'iv• i o,Am . ■., l • , „:1,1 1 ; ; • ,; RE6R40E ' AREA;: . : - '. ,,,"1 I. " 1.• '; 1 I J : J ' BLEND /N70 'Ex/sr/A/O - 7b14:5, ' • , I )1 : • - . ..: ! .. . ' -.: ,,, • i• f .' ...,, ''.,' !, ; 1 .. , • • • " .• , . . PROpERTY „ . • • .1 NOTES: c0 cs 4- EXISTING CONTOURS ARE BASED ON op A L9G8 sURvF.Y. EIXIST/NG CONTOURS MAY Nor BE AcCuRATE • THE SURVEY AND .SO/L5 INFORMATION MAY BE V) INSPECTED AT THE CITY. 2.. ALL OISTORBED AREAS MUST BE ''.--- l2EVEGE7AT40. .3. WHERE NO GRADES ARE SHONA/ ON PATHS, 'PATHS FOLLOW EXISTING 1— GRADE . HOWEVER THE GRADE OF ASPHALT PArkr,i'lAL.Z NOT EXGEEP 4. %SEE .SHEET L —4 FOR PArH LAYOUT. 5. GRASS AREAS SHALL NOT EXCEED 4 sLop . 71 . • , • :‘x • •. • _2_ 1, • t ! , • NEEDED , ACCOMMODATE '.•••• TH WITH`MAX. kr-$.GS• S LORE OF. FILL ovoER - rHa SLAB AND APROALISHALIZ SHOWA/ ON .SHEET 5C1 SCALE : • 40' RECEIVED ITY OF TUKWILA (3:'" mu ll) N 0 6 1W PERMIT CENTER Stixrood Associates Raid Middleton Engineers Eicon Engineers Design 2428 Calvin Jordan Associates E,O.S. CRYSTAL SPRINGS PARK • 1-4EGENP: PROPOSE j ! i • I .1 1 • • ''' I (.1 I (r I . a) N S. ral it 3 MI nod drawn Gold It fa St,xrood Associates Reid Middleton Engineers Elcon Engineers Design 2420 • CONNECT. 'FENCE 70. EX /STING•. .GATE • AS' :DIRECTED 8V • , ENG /NEER. - 324 -ti, sTOP.FENCE:' /2". a -r,. PROM 'TRUNK • ON EACH-SIDE OR I3U /LQ... PEA/GE AROUND' t- , TREES OVER 8"17/4•• AS ; DIRECTED BY THE ENG /NEER.::.::C 977 PLAN [. "2 . TYPE / r 6'' /GH -CHA //V L"!NK PENCE • oN r " UNDEVELOPED STREET RIGHT' Or WAY PROPERTY' -3' CLEARING W /DTH.TREES'OVER 8 '' 04 ARE TO SE' .SAVED. 12, 4 L 'TAT .�., aNO1N�lIRINQ•9TKi6�T9• WATQ3R� Bp•PARKB•®UILDITIIeil• • / PRgM. • 'STRF .W/ BEVEL t ; END ;',70, MATCH_ S /DE SLOPE q. G1JAgR ' S5PALL:. • I SPL.ASh/. 'AU_: _a ti ; P /PE E .J M/V INSTALL PL A EQCJ/PMEN�7 • '7 /MBER CURS LOG:47�•:., •1 HEADWALL GPROM '3TREAM.cENT -ERLINE PLAY AREA CHIPS /2 "`CMP I % /M i, • 9LOPE.'INSTALL. •: "'PER STD PLN 8 l7• ,. (A), DAYLIGHT' .Wj ' y HEADWALL. PER ,STD. xis CONCRETE -STAIR- WAY e P/PERAIL .:, `,•` BOTH SIDES STANDARD; :PLAN ; lo No NO 'GUTTER GRILL MOUNT 3 BOT70M PAVEMEN SE '2 P " MOUNT / STANDAR DISTURB CONDIT /O •,�' SPLIT'+. -` .? RAIL' • " PENCE t MO . \Brie/ Ale N CO M Stixrood Associates Reid Middleton Engineers Elcon Engineers Design 2426 CRYSTAL, SPRINGS PARK SITE FURNISHING rnisises DAVLIGH7' STREAM ; W/ BEVELED f ' . END : ;TO f MATCH rs/OE • 3LOPE.4GL/ARR` 45PALA rt eTD.PP,'i&- INSTALL , ', PLAY, : EGturPfr1E T.f `'' "" T/MEER CURB (A7� ;NEAOWALL . 6'PROM 'STREAM CFNTERL /NE'' ' AREA cHI P9 /2' CMP 1'', MAO • $LOPE. " /NSTALL:, , PEI $70 PLN'a-Il (.l,: DAVLIGHT < .W/;' ` "HEADWALL, ''PER. JT • CO%v/C:RETE STA /F'- •1 4 /AY $ RPERA /L' BOTH'zIDES , STANDARD • PLAN H- to "NO:000TTER i ?ENT i i,.i 3PL /T RAIL PENCE W/: MOW STRIP (T►'P) NEW ' SPLIT. RA /L FENCE :To' MATCH. EX /ST /A.G, 'PROVIDE MOW STR /P //V LAWN ,AREAS LOCATE. • •POST CENTER .9 BEHIND •S //7WAL 14 2 7 /NG --W-11A 2 CROSSING e -� TA IN .S/GNN, SEE. NOTE 1 W-77 ADVAtt/CE , CROSS /NCa1SI N S6E, NOT ()ft CO NOTE.' N ® "SEE SPECIAL PROVISIONS FOR 0) 9 /TE FURNISHINGS .SCHEDULE'. ,d ® MOUNT S/GN ON 4X-1 WOOD PoST. BOTTOM OF SIGN TO BE 7' ABOVE PAVEMENT, FACE OP POST SHALL Lid BE ` 2' PROM PACE OF CURBS r ': Z MOUNT IN ACCORDANCE W /TH'. STANDARD PL:4 N 7 0-4o . RESTORE O /5TURBEO AREA TO ORIGINAL - CONDITION. V - 4 t ELOCA7•E ° "a. I , \4 ` / ER LL % PA 4ME /NG 401 0' a' eo' • 9CAL6: 1" • 40' `, ., INSTALL IRON "" AR7UNTAIN'FORGOE\ I. I:c, . (P=BC> ,- 325- Be2tl�, "' jt /''; "' MODEL 244-6x P-5 .. {' /. /PEDESTAL PICN /C.. ' ` J . , AE'LE,5URFACE MW/ /; w/'REDWt OD, SEATS. e2LT'TU SLAB . 'PER MANUF4CTLIRER S` RE COMMENDATIONS) CEN7E:p. OF`TASLE T,0 ea' 9 iikvM WEST'EOCEOF SLAB s *t5'PR . , NORTH EDGE, OF SLAB .HE'ErrtiY2i- W -1 /ADVANCE 00.55/ G SIGN,: 'SEE NOTE.`. ) J W -17A -2 CRO SING SIGN SEE NOTE . PERMIT CENTER 44 h* hold Woo Stirrood Associates • • Reid Middleton Engineers Elcon Engineers DesIgo 2426 . Calvin Joidan Associates E, G. . LEFT PROP VLc CORNER' SOUTH' 160TH. •.STREET PROP A{I.ONG PL. (TYF) O #OO • Q, ± 74 /r00 __.... 2'28.. 775'• 659. •eNOINEICRINO.OTRlUTS• WATER•9tSWIMPAFIKI I•9UILDINO• tJNOE.VEt.(iFEL: E,'il ?E:Ei' •oO' W 2 68 2#95 ttt -- S/OEWALI< .. pct F CONCRETE Int i A TA /L f�EAOW 'W(DE L.r.RITH,,No LS "go ,GK.. • Es1 $5. CRUSNED t,84saxou 'SE j Gr "MIN ..... CO D • NOTES: THE ENG /N STAKING AS SPECIAL P - MOWING .4P U = PROPE RE /D M *• STATIONS EXACT LOCA OF RESTA' 8V E JG/NE •' 09NC: 'SLAB, `.. Ada /9 =7 yi X26 .6, • WIDE. ASpHE1 L7z •� �5•PATHA/"z'�: • I¢ "��i ?Pl:ff ltw'SQ�tJE' , +4 0 :567 . 0. Z+75.5 r8e. a t9/.5 ) E TAIL ( 0 1 :k>10 . 1f15 -• , I~T,'r O177i, NO - HEO/iVOK • I.ILD R$ IN' E.0 VED ice :Clil/ — w o•CYX! SE / 7'• 6 "MI COMPACT D Dpx'K fi 1-4 9.5 EXACT 'LOCATION AND OR /ENTAT /ON OP . RESTROOM TO BE APPROVED BY ENG /NEER . q +00 SCALE; I " - -1o' /• e ' �o . BEE SHE3T )1iSik.9) 3T ) .5' `WIDE CON :SIDEWALK S,'115EBTN ST. 1 . 4" CONCRETE PAD CONC, PAD DE TA/ L. 10400 * dai nod drawn Stixrood Associates Reid Middleton Engineers Eton Engineers Design 2428 Calvin Jordan Associates E.G. & CRYSTAL SPRINGS PARK LAYOUT AND PAVING. PLAN RECEIVED ' r CITY OFTI IKWILA �}, ar JUN tl ti 1'��I CA SII PERMIT CENTER wamraare se . 727 ;Tl fiE :f;'fiii;HV : t' IfJt.:`( • ; Y { { :LINE • 'CATE ' STAIRS 4}i f 5TWCE/■); 71PEE'S ;'1 s sKo1vN _WIDE p-/ALT NOTES. OJ SV THE ENGINEER WILL. PROVIDE FIELD • co STAKING AS DESCRIBED IN THE SPECIAL PROVISIONS. MOWING. APRONS ARE NOT. SHOWN.. t!7 = PROPERTY CORNER SET BY REID M/ODLETON ENGINEERS /990. _ j .T, 0 h-' STATIONS FROM PHASE T DEVELOPEMENT F F SEE CIVIL SHEETS m FOR STREET CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: Cu 'iri „L.�, s ADDRESS: °°�� I DATE: OCCUPANCY GROUP VIM I — °"Dc ;-t (pi GN(G 5H L -e) TYPE OF CONSTRUCTION V kt LOCATION ON PROPERTY BUILDING HEIGHT /# OF STORIES ONE, FLOOR AREA OCCUPANT LOAD N �� EXITING REQUIREMENTS DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION to ot PART V, CHAPTER 23, U.B.C. W.S.E.C. CHAPTER 51 -10, W.A.C. iJA NOTES PREPARED BY: PLAN REVIEVC P" A M NA PLAN CHECK NUMBER 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 'D4 -4E' •.0 tciar DATE: A / ts �Q S or iti 7 `cr-sv RECEIVED CITY Or TI IKWILA EXHIBIT "A" JUN Q 6 1991 • PERMIT CENTER Parcel A: Tract 8, Brookvale Garden Tracts, according to plat recorded in Volume 10 of Plats, page 47, in King County, Washington; EXCEPT the south 30 feet thereof conveyed to the City of Seattle by deed recorded under Recording No. 4101554; AND EXCEPT that portion thereof conveyed to King County for road by deed recorded under Recording No. 4063864; AND EXCEPT op N that portion thereof lying within a 10.0 -foot wide strip O conveyed to the State of Washington for highway purposes by deed recorded under Recording No. 5571095; AND EXCEPT roads; N AND EXCEPT that portion thereof, if any, lying north of a O line described as follows: CD r r ` Beginning at the southwest corner of Section 23, Township 23 North,'Range 4 East, W.M., in King County, Washington (being the southwest corner of the plat of Brookvale Garden Tracts, according to plat recorded in Volume 10 of Plats, page 47, in King County, Washington); and running thence north 00 °41'21" east, along the west line thereof, 328.713 feet to the true point of beginning of the line herein described; thence south 88 °16'00" east to the westerly margin of 53rd Avenue South and the terminus of said line; TOGETHER WITH that portion, if any, of Tract 7 of said Addition lying south of the above - described line. Parcel B: The southeast quarter of the southeast quarter of the south- east quarter of Section 22, Township 23 North, Range 4 East, W.M., in King County, Washington; EXCEPT the north, south, and east 30 feet thereof for road; AND EXCEPT that portion thereof conveyed to King County for road purposes by deed recorded under Recording No. 4063864; AND EXCEPT that portion thereof conveyed to the State of Washington for highway purposes by deed recorded under Recording No. 5661903. TOGETHER WITH rights to the waters of two unnamed springs as disclosed by instrument recorded under King County Recording No. 638525, and as contained under State Certificate issued November 23, 1962, recorded under King County, Recording No. 5596280. Notes: All enhancement planting shall conform with the provisions of the Contract documents for Czysta1 springs Park, Phase 2, including planting techniques mulching and establishment. All cleared areas that are not planted or paved shall be seeded with grass, shade mix. i. , i 1 .l d�iiya 044110 In Foot W E T I-A ND 13U FF EIS sug.vEYED tr FLAr.(�E.p L.OGATIO1- Aye- SHOW h1 • 1 4711 1 71717717Truippru IF1 ' � l ij_i: `rj I I { I ` r . 11 � � �, r � I � I Ir I H T :�:�; .� � 1 1 1 � l a ' I . r I I' " ,� ,....,. I I I I I I I I C I 1 1 1 11 (I I I I i 1 1 1 ,� ._.- �. f eTN.IHO - • 2 3 4 5 6 7 8 FLEXIBLE RULER -302 AWa :'OE 6Z B6 LZ 9Z SE 4Z CZ ZZ IZ oz 61 8I LI 91 SI t, CI ZI IL I I I I I I I I I I I DI , � 111111111Ip111111Illlllullll l llilllllllllllllllllll llllllllllll l lllllllplllll, lIIIIIIIIIIIIIIIIIIIIIIIIIIII111 11111lIIIIIIIIIIIIIIIIJIIIIIIII llllllllllllllllllI llllllllllllll JZ ( .A. WIRG rig. WITH RUOeaWK MoSE FLOW4r, "r'REL 0 2. w SVmbol K BB Salt cc NB OC F 6B RE C F A Common Name Native arouadoovere Salal Kinnikinnick Bunchberry Native shruhm Snowberry Red -Osier Dogwood Pacific Ninebark Low Oregon Grape Sword fern Salmonberry Rad Elderberry Native Trees Western Hemlock Western Red Cedar C1tka Spruce Douglas Fir Oregon Ash vN Dwarf Periwinkle Vinca minor Vinca major Botanical Name Gaultheria shallon Arctostaphylos uva ursi Cornus canadensi. Symphoricarpo■ albus Cornea stolooifera Physocarpus capitatus Nahonia nervosa Polystichum munitum _epee ectab111s Cambucus racsmo.a Town beterophylla Thuja plicata Picea aticben.ia Paeudotsuga menciesii Fraxinus latifolia Ornamental Shrubs and Oraundoovers We Sire 4 inch Pot 4 inch pot 4 inch pot 2 Gal. Can 2 Gal. Can 2 Gal. Can 2 Gal. Can 2 Gal, Can 2 Gal. Can 2 Gal. Can Balled and Burrapped 16' Dia by 12' depth. 4' pot 4. pot ST t1 l Buffer Enhancement Plant List, Crv.,tal Springs Park IF THIS MICROFILMED DOCUMENT IS LESS 1' CLEAR THAN THIS NOTICE, IT IS DUE TO 'THE QUALITY OF THE ORIGINAL DOCUMENT 111,111 11 =' 111 3 ?" 1 ft. 1 ft. 1 ft. 3' -0' 3' -0' 3' -0' 3' -0' 3' -0' 3' -0' 3 -0' cinri 15 to :) ft. or as a,lown 1 -1/2 to 1 -34 • cL.uper 20' ball dia., 13' - depth. 1' O.C. 1' O.C. �, rLANTII.l(� PRoGf -sum S WHICH NtIIJLMI=.E. pAMokf e- TG GXISTI►.i( C VE CrE.TAT' I OW SHP% 1!"E. USED. Quantity Rei 550 205 595 24 29 36 57 36 32 1 5 16 8 3 5 2 6250 215 4' to 6' 3 runners 10' long Leaves to cover pot to 18' to 24' 18' to 24' 18• to 24' it• to 24' 18' to 24' 18' to 24' 4' to 5' Spread 3 canes >18' 3 canes >18' 3 canes >18' 15' to 18' 3 frond >18' 3 canon >18' 3 canes >18' 2.5 to 3 ft. 10 to 12 ft. 10 to 12, 8' to 10' runners 10 to 12, 0' to 10' runner. NATIVE 'Sol I,, F I I..L E VERGR��N -1-ICE PLANT! NKr 2ET^1L 14 S. Ex15TINC, r.F.A.DE STATE OF WASHINGTON LkNO AM A Ar44 ove CARL W. STIXROOD caRTIHGTE NO..� CRYSTAL. SPRINGS PARK PH.Z i .16 - 91 a'I - vFCOe REVISE.p BUFFER N1-1A1. PLAN CITY OF TUKWII..A l oF J SDN1e. t3UFFSR AREAS NoIZTH OF THt= rATH HAVE 1-OWE . sl - %RUp. DEIJStT�{ THA}J 1S c)PT1MA1- FOFG. A FvR -EST E�[�t =. TW6SE AREAS `BHA1 -L- 8e. IGI. 1 4AWC -e.D w17 i rI AP.prr OhlA1- SHtZUB PLP.I.TT11.16 AS s‘ LoC-AT101.1S S11A1 -L . 131► A42z TO - 4ATL1i 4.OIJpIT co. HI~ML - OGIL uE.MLOC N HEMt oGt' • A DJU - r - r .e- LOG/�+T l O 1• IS To PRE6ERVE VIEW HE.MIr�k NAYL) A. I_. SHRUG DE.WslTY It1 THE AREA SOUTH OF THE YATA IS AT orTI MAL LEVE>_ -. FURTHER Sk}(LUb PLANTING U4 T'Hts AREA r-torr P1z•a?OSEp• EXITI1-46 ve.GeTAT101.t S1-tAt -L bL ?R1= SERVED. Stixrood Associates Landscape Architecture • Planning • Urban Design • Seattle WA, 323 -1602 MASTER FORM MF -138.3 • 0 WETLAND 13OUNDARY ` 1•FrrIP1Th rI � LI 1(1 i I CI ITr�11�111 I i I I f 11 F1:I �I I I I I I I li rI I J I I I I I I I I I I I I I I I 1 I n I I I rI I I I I rI I] 111 I r11 V I I 1 111 r1 I I I 1 1 1 -II , I . L 11 111 � V jo ITN.I„CH . 1 . - • 2 3 4 5 6 7 8 • I J FTEkIBLE RULER -302 AW I 'oc 6z 9L LE 9Z GE VE LE EE IZ OZ 64 131 LI 9I GI 4I CI El II t I Ol 1111III IIIIIIIIIIIIIIIIIIIIIII 1111IIIIIIIIIIII1 11111 I111111II111I111111I41L11111II1111111II111111111I11I1I11111011111 HEMI_oC, & GoNIPER TREE' PL■NT1Ncs IS INTE -1-JOE.D 70 £IJC.0ti Cr$. PLI 4T a U C,c.E.S�tot�1 TOWARDS A MATURE C.ol11 LRC>u5 FoRLST. TRe- >, L 0 CAT to •., O1+6.LL B1: AOTUSTMD ro ewe l •1" 1A/A1 F. rote-fLh•Mce.• SP•GIL.b TdLERAUt -E 4- pout. FIR IZ) L-Oc A.1 101.10 w1 .brSRN 1 t -r't .K - MotB - 50IL wCOT'tc>itN iZ�17 C..0-43AK. • n SITK.A SFRUGS - SEAbc�NAL bIANg111G. NAJAtre CEDAR 375 k114NI1CIMMICK MAY b1✓ SUBSTITUT _Fa pc V 1 t% CA / St -toWN t- te..x.1✓ o1-4 12g."W 1 NCr ar -Z. . trl- Pl :A1._, 21 TOTAL FGR PLA>`1TI IJCs W IT.H�I t GI-a -AKIN& 1 - 1MIT PLANT LIST NAME. DovGLAS F 1 R PbEUDOTSUGA ME.NZIES1I W5- STER1.I H -MLOGY _:MUGA HETEROPHYLLA. NA/ EST E.14 REP CEDAR 'THUTA PLICATA .S ITKA SPRUGE :1°IGEA ST"l C.HEIVSIS RED 091 ER DOGWOOD :GORNUS STOLONIFERA ?AC IF1L NINE15ARK PHYSOCA1e .PUS CAPITATUS :5ALMoN 13E►ZRY .RUE5U5 SPELTP'SILIS TH I M 6Lt= >3><RRY :RUSUS PARVI FLORUS .S NOW 'BERRY S •MPHORoo■RPo At 'US RED E LPER13'ERRY S AM BOGUS KAG>;MOSA. W ESTEICN 5'PIREA : RE.P. DOUGLA I HAZELNUT CORY I LI GORNUTA B UNC H!PERKY CORNUS CANAPENSIS .. ] 4NIIC1Nt.1IGK :ARGTOSTAPHYLOS UVA URSI �'. b4E' oIC &ARe FOOT ISM Pie Su rtTUT'ED WITH P_1<RM1551oh1 FROM TN>; 04 - 84C. IZ A. WIRB •rte. WITIi A FZ01.)1 - TREE 'T R UN1G. ,, 2 +. Z STAKE. IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO' 'THE QUALITY OF THE ORIGINAL DOCUMENT Ill "► LoiJT 17b UMEAITS Poll cRYST g1"R1tiv PARK rt -wAseL z HEIGHT SPREAD ROOT PALL SPACING- - 2% Z 3' E5 /G "rnll•t. 20'-v" C). G. /2" MM. DEPTH Olt AS 514OW14 n ,. Il u IS "- " 'I 3 R1JAI1 1O " L.oR1G 32" I, Is u ,1 3 GA?.IES 2 fiAL. GA /8" . LAP 7 "515 x 7i HltrH r, I11= 111 = 411 =111 III�III -III= ITI L VERURSSI.I TT PLANTI NCr p .TA {L h-YTs ,! R 3 " -O" o. c. ,1 9 " o.G. C tl.1G P(LoCr- OUtZe.S JI(LC.H 1-411.11MI7..E DAMAC-sE 'Tev EnLSTIt.1C.7 5 Ve.0 a 01.1 s 4At-L- ¢V.- U5E -t7. NAT IVE SOIL $AOKF E xL�c'I tJ S GAZ 7E. UI.tpISTURPED 01L- I i1 11' 111 \ 10 AUG 1 5 1991 I` (.,,: 1;r CITY OF T L A QUANTITY 5 8 /n 3 H 3 3 3 5 5 2.1 ' PT/O1lMAI -- C 575) 6UFFER ENHANCEMENT LAMTIMCr PROPOSAL WASSHHIN OF IA IR ARCRT.CT CARL W. STIXR000 CERTIFICATE NO...? CRYSTA L SPR t NG-5 PARK PH. 2 I Z -O" APPROVED BY DRAW BY e-14..46 DATE: � i'i SCALE: I I 84 { - Pico& DRAWING NUMBER w - l 61111111111Mir LIMITS 1DE E PPNCILIS- PLANTING PER. [ AUG15 1991 CITY OF TUKVVILA PLANNING DEPT. D LowErtAncr r ,g isr' CARL W. STIXRR0 DODO anrrltian wo. n CRYSTAL SPRING PARK PH.2 SCALE: 1 DATE: ®- APPROVED BY CITY OF TUKWILA DRAWN BY G W4 8H -Plc SUGGESTED PLANTING REVISIONS FOR RE.pUGED GL .M .1 NG Lt MITS DRAWING NUMBER W - 2- ALGA ! - 4 t . . 1 0 1 7 , 12" O. C. q"° o.c_• RELdGP1 _ t $OO V11-1GA MIhIOI2 12" D.L. (SLOPE ME.A.sv>r..E._) .DELETE 5 8.11 SHADE MIX 2 Al Td TA.1--11‘.. JA fW� FEK • A — /O" 0.G. PEL -ETE 380 S.Y. 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OR STEE 3.3EE SPECIAL PROVIS1O1�1S FoR PLAN t u&r. : [rtt • 1 V) S 1 . ;iVI%' • v) r "lonC r IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT PLAt.1 V. MI )..1(:)1z.. IN 2 - ROW -rrlt_ rERI ME.TI =R OF - / - He- 1 Nfo t3F.S7. fl- Al.r1- V. MA•■Oi 11.1 - r c-E14. or- THE- SL'la O I AREA A Al<tA At3OVI!.. h-l.r.VA1 /./40A/irf.ft/i/ Ay •A A 1st ti".1,4...NA!no:Ari /4 1 nv4:, tigt: pi:Inll,1 1, 3 gI 4 C 1. . 7 , t.e 4L1111:. i N Ca1V:57AUGT 1.r11311■ne: nip niT APjAC.P1.41' 7'0 I WI I 15 f I I EXtAVAlEr 1%7 r.g./AL 1/4 • • 1/4 rr! r. 11A117 ilAut.an erl -SI 712 1.16Jonty• .7•Pk. 'Ro.kell•tny' tX /Ne.:1.. ANL-.A i No 1,511. /e7r.vc:o IOU lq.An N 13.111,01E A 1:1•;APING: ARPA u rile vg....mply,..y e.g. tic.t. AN;;:A. 0 , 011 reAl. 1./5 y.nours r AW I I"N kilo et; fil'Wkrtergr An: MICI.V..,p ' • : AREA S VAT/ON 2A3 / 11.41:r /10 , ..11 , r Sail A. 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I.: 1v1;.'..i. :' II. F IL E IV . 1111: A c. ./3'eywkdAy t,a,d_r_1A., \:•..„ • '', \ . './-- .._J N.„, . • 1' COPY - -. , ,A.,, , A a .. \ . \ - ../. t / 1: 1 %;:: ::: I ) s. 1 ‘ L..- / , ..... • 703 AP: . , (. -- 1‘ 9ubject to errors and omisSions and approval of ,,' . • I understand that the Plan Check approvals are `-___. I I .\ 4 „;: - " - 1 .!---- - rptii•gittfoot authorize the violation of any .. I T. , / . • .• . adop or ordinance. Receipt of contractors • I „\. 'If 1 1 copy of approved plans acknowledged. ' , t . , 1 i , , I ,‘ N , , 1 By - Date 'CITY OF TUKWILA APPROVED *JUL 1g 1991 1 AS NOTED BUILDING DIVISION I.1.1.1 11 \\11 1 "1-2 rri r--1.1sED CLIN 7 (IRS -I '..• Iv, II 1 - - PRo r-EC:END. JU L H 1 CI . 1q0 / . LAM.:r..el AR'n111C1 CITY OF - I I, ; K IN LP, PI cm w swoop ... . ... 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