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HomeMy WebLinkAboutPermit 91-06-SPE - CITY OF TUKWILA - FOSTER PARK PARKING ADDITION SPECIAL PERMISSION91-6-spe south 139th street epic-20-91 Permit 91-06-SPE - CITY OF TUKWILA - FOSTER PARK PARKING ADDITION SPECIAL PERMISSION s City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor NOTICE OF DECISION TO: DON WILLIAMS, DIRECTOR FROM: ANN SIEGENTHALER, ASSISTANT PLANNER DATE: MAY 30, 1991 RE: NOTICE OF DECISION BY THE PLANNING COMMISSION 91- 6 -SPE: FOSTER PARK ADDITION This is to confirm that on May 23, 1991, the Planning Commission established 34 stalls as the minimum parking required for the Foster Park Addition project. The decision was made with the condition that 26 stalls shall be standard size, 6 compact and 2 designed for the handicapped. The Planning Commission also adopted the findings contained in the Staff Report dated May 13, 1991, and conclusions contained in the minutes dated May 13, 1991. The decision of the Planning Commission is not final until the appeal period has elasped, which is ten calendar days after the above date of decision. Appeals must be filed in writing to the City Clerk by 5:00 p . m . on the final day of the appeal period. Where the final day of an appeal period falls on a weekend or holiday, the appeal period will be extended to 5:00 p.m. on the next work day. If you have any questions regarding this, please let me know. cc: Jane Newbold Bruce Dees & Associates 222 East 26th Street, # 202 Tacoma, WA 98421 CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD. TUKWILA, WASHINGTON 98188 The meeting was called to order at 8:15 P.M. by Jack Flesher, Chair. Members present were Messrs. Flesher, Haggerton, Malina, Gomez and Knudson. Representing the staff were Vernon Umetsu, Darren Wilson, Ann Siegenthaler and Sylvia Appleton. MR. HAGGERTON MOVED TO APPROVE THE MINUTES OF THE APRIL 25, 1991 MEETING. MR. GOMEZ SECONDED THE MOTION; MOTION UNANIMOUSLY APPROVED. here were no citizen's comments. 91 -6 -SPE Foster Park Parking: City of Tukwila PLANNING COMMISSION MINUTES MAY 23, 1991 PHONE # (206) 433.1800 Gary L. VanDusen, Mayor Ann Siegenthaler presented the staff report. Planning Commission approval is required to establish the minimum parking required for the proposed Foster Park. The park includes a little league baseball field, which will double as a soccer field, a picnic shelter, a children's play areas, restrooms and a perimeter trail. The applicant is proposing 34 stalls for the parking area. Under the zoning code, this park is not required to go through design review. However, the Commission is required to determine the minimum number of parking stalls needed to serve the uses listed above. The two main factors that have to be considered are the total number of users expected and secondly, what the expected rider occupancy will be. The Parks Department's estimate is based on an estimate of 24 ball players and 24 spectators, or 48 users for the park. Assuming a rider occupancy of 2 persons per car, 24 stalls would be needed. This is for a field that is specifically designed for little league use, and for a program which schedules only one game per evening. Although the 24 stalls is the minimum the applicant is indicating would be needed, they are proposing an additional 10 stalls. Planning Commission Page 2 May 23, 1991 Staff also used this 48 user figure for the ball field, but added two more for those using the picnic facilities or the trail for a total of 50 users. Staff then used a "worse case" rider occupancy of 1.5 persons per car to arrive at 34 stalls as the minimum parking requirement in a worst case scenario. Staff concluded that since the worst case scenario is not a typical situation, parking requirements probably lie somewhere between 20 and 27 stalls, which is similar to what other jurisdictions have estimated. In conclusion, staff recommends that the minimum parking requirement be established at 25 spaces. Mr. Knudson asked if this park proposal would come before the Planning Commission again in the future. Staff indicated that it would not. Mr. Knudson said that he was unsure if this ball park is what the people of Tukwila wanted for this particular site. He indicated that in the past, there were other proposals for this site and currently, there were not adequate facilities for childrens sporting events. He asked if the Commission were to approve the parking, would they be in turn approving the site itself. Ms. Siegenthaler stated that they would not be approving park design and this could be indicated when the Commissioners make their motion. Mr. Knudson asked how many games would be played per day. Staff stated that the applicant aserts that there would be only one game per evening and one game on Saturday. Mr. Knudson stated that does not always work if games run late, etc. He went on to say that he wanted it made clear that if he approves the parking requirements, that does not mean that he approves the project (ball field). Mr. Malina asked how much off -site parking was available. Ms. Siegenthaler stated that there was on- street parking available along 53rd Ave. S. Mr. Malina asked if that street would be posted with "No Parking" signs. Ms. Siegenthaler stated that the Public Works Department currently has not posted that street and that there are no plans to do so at this time. Don Williams, Director, Parks & Recreation Department is the applicant, and presented the following testimony: Planning Commission Page 3 May 23, 1991 Mr. Williams stated that this site was proposed in the past as a possible location for the community center, as were other sites. In February, the Parks Commission notified citizens in the park area, inviting them to attend the February Parks Commission meeting. Present at this meeting was the President of the Little League Association, and a phone call was received from the President of the Soccer League Association of which expressed the desire to have a park similar to the one proposed. The uses of the park will be seasonal. Both the Soccer Association and Baseball Association will be scheduling their own games, but they are required to submit a copy of that schedule to the Parks Department. He went on to explain the justification for requesting a minimum of 24 stalls and providing 34 stalls. Mr. Malina asked why the staff report figures for the number of compact, handicapped and regular stalls differed from that on the drawing on the wall. Mr. Williams stated that the drawings had been revised from the one on the wall. Mr. Knudson asked if Presidents Merkyl and LeMaster were in agreement with having only one ball field. Mr. Williams stated that he would address the parking issues only. Mr. Knudson asked if he had any cost estimates. Ann Siegenthaler stated that although the Commissioners were concerned with the park design, their scope of review was limited to establishing the minimum parking requirement. Mr. Knudson said that he understood what it was they were to be reviewing, however, he said that he had a problem approving the parking if he didn't know what he was approving. He said that he did not have any access to discussion of this project. He stated that he wanted to be able to ask questions before he made any decisions. Mr. Knudson excused himself. Mr. Haggerton asked if any thought had been given to the spacing of the handicapped parking spaces. Don Williams said yes, they wanted easy access to both the ball field, as well as the restroom and children's play area. Mary Van Ess, 15210 42nd Ave. S., Vice President of Little League: She said that she estimated that they would need 15 -20 stalls per game for soccer and baseball. Games will be scheduled one night per week during the week and the games will not overlap on Saturdays. Mr. Haggerton asked where the teams were currently playing. 91 -7 -SPE BOEING: Planning Commission Page 4 May 23, 1991 Ms. Van Ess said that they were playing at upper- Foster, Tukwila East and Tukwila West; two grade schools and upper- Foster. Mr. Flesher asked for clarification if both soccer and baseball games could played at the same time. Ms. Van Ess stated that soccer and baseball would NOT be played at the same time, and she could guarantee that it would not happen in Tukwila. Mr. Flesher closed the public hearing. at 8:45 P.M. Mr. Malina stated that he would recommend that the number of standard stalls be increased from 22 to 26. He would also like to see the center handicapped parking space located at the entrance from 53rd Street, closer to the bathroom. He clarified that he was proposing 26 standard stalls, 6 compact, and 2 handicapped, with the compact stalls closer together rather than scattered out. Mr. Haggerton stated that he felt the design of this park should be modified so that it could be expanded. He went on to say that when he votes for the parking he'll stipulate that it's for that application and that application only. Mr. Gomez agreed. MR. HAGGERTON MOVED APPROVE PROJECT, 91 -6 -SPE, FOSTER PARK PARKING BASED ON THE STAFF'S FINDINGS AND CONCLUSIONS THAT THERE WILL BE A MINIMUM OF 34 PARKING STALLS WITH A COMBINATION OF 6 COMPACT, 26 STANDARD AND 2 HANDICAPPED PARKING STALLS. THIS MOTION FOR APPROVAL IS BASED ON THE SPECIFIC APPLICATION AS PRESENTED TO IRE PLANNING COMMISSION ON THIS DAY AND THAT IS, ONE LITTLE LEAGUE BALL FIELD, ONE SOCCER FIELD AND NO MULTIPLE ACTION OR CONSECUTIVE ACTION. MR. MALINA SECONDED THE MOTION; MOTION PASSED UNANIMOUSLY. Darren Wilson presented the staff report. He stated that the proposal was to increase the wall sign from 150 sq. ft. to 318 sq. ft. The zoning of the property is M2, heavy industrial. The proposed 318 sq. ft. would be compatible with the surrounding uses. The logo will be projected high upon the large Boeing building. In an M2 zone, the setback requirement is 25 ft. and the applicant has a 175 ft. setback. Also, due to the size of the building and the surrounding buildings and signage, this proposal would be compatible. Staff would recommend that the proposed increase from 150 sq. ft. to 318 sq. ft. be approved as CITY OF T UKWILA 6200 SOUTHCENTER BOULEVARD, TUKWI A, WASHINGTON 98188 PHONE # (206) 433.1800 Gang L. 4anDusru. Mayor HEARING DATE: May 23, 1991 STAFF REPORT TO THE PLANNING COMMISSION Prepared May 13, 1991 FILE: 91- 6 -SPE: FOSTER PARK PARKING APPLICANT: City of Tukwila Parks and Recreation Department Tukwila, Washington ZONING DISTRICT: R -1 -12.0, Single Family REQUEST: Approval of the parking capacity (34 stalls) for a proposed 4.5 acre community park. LOCATION: South 139th & 53rd Avenue South, adjacent to Foster Park SEPA DETERMINATION: The SEPA determination is not applicable, as this review is for evaluation of parking capacity only. ATTACHMENTS A. Applicant's summary of proposal (letter 4/22/91) B. Vicinity Map C. Site Plan Staff Report to Planning Commission 91- 6 -SPE: Foster Park Addition Page 2 VICINITY /SITE INFORMATION The proposed park is located at 53rd Avenue South and South 139th, adjacent to the existing Foster Park, in a single family residential area. BACKGROUND The applicant requests approval of the parking requirement for the Foster Park Addition, a proposed 4.5 acre community park. An off - street parking area is proposed, consisting of 34 parking stalls (22 standard, 10 compact, 2 handicapped). The new park will include a little - league baseball field, soccer field, picnic shelter, children's play area, perimeter trail and restrooms. The ball field is designed for little league use, and games will be limited to one game per evening. Bleachers will be provided to seat 84 people. The conceptual site plan submitted illustrates the proposed parking lot location and general layout. The lot is designed for 90- degree, single loading parking, with two access driveways off of South 139th (near the intersection of 140th). A sidewalk is provided between the edge of the parking lot and the park play fields. Drawings to be submitted for permits will show the minimum parking dimensions as required by code (i.e., 19' stall depth and 25' aisle). DECISION CRITERIA FINDINGS The Zoning Code specifies that the required number of parking spaces required for "Outdoor Sports Areas or Parks" shall be determined by the Planning Commission (TMC 18.56.050). There are two issues before the Planning Commission: • what is the minimum parking capacity needed for the types of activities to occur in the park, based on the number and types of anticipated users; and • whether the applicant's proposed parking capacity meets this minimum. Staff Report Planning Commission Page 3 Potential Peak Proposed Players: 24 24 (12 /team) (12 /team) Spectators: 24 (1 per 24 (1 per player) player) Coaches: 2 0 Total users: 50 48 Trail /Play/ Picnic Users: 2 (over 0 -- 2 hrs) Fixed seats (bleachers) provided: 84 -- Rider Occupancy: 1.5 /car 2.0 /car -- Total stalls required: 33.3 24 needed 22 21 34 proposed 91- 6 -SPE: Foster Park Addition The applicant's estimate of parking needs has been based on experience with similar park facilities and on a comparison of requirements for a adult baseball fields in other jurisdictions. Some jurisdictions, such as Seattle and Auburn, have no specific standards but rely on administrative review of each proposal. The applicant anticipates 24 players (12 players /team x 2 teams) and 24 spectators (1 per player) per game. The applicant has assumed a rider occupancy of 2.0 players or spectators per car. Thus, with a total of 48 participants and two participants per car, 24 stalls would be required. At peak use, staff has estimated a somewhat higher requirement. This is due to a higher number of estimated participants in all park uses over a time period similar to the duration of a little league game. In addition, a lower rider occupancy of 1.5 participants per car is used. Below is a summary chart of the parking standards for baseball fields of several jurisdictions, and the applicant's estimate of need (the applicant is actually proposing 10 stalls beyond the estimated need). Also shown for comparison is staff's estimate of potential parking need at peak use. Bellevue Kent /Renton Stalls per fixed seat: 1 per 4 Staff Report Planning Commission 91- 6 -SPE: Foster Park Addition Page 4 CONCLUSIONS The applicant's estimate of the project's parking need reflects a typical use scenario. This is consistent with the standards of the other jurisdictions. The potential peak use scenario shown above gives an idea of how much parking would be needed with more park users and less ride- sharing than the applicant projects. It is possible that this peak use scenario could occur on occasion during the baseball season. For example, the spectators -to- players ratio is often higher for little league games than for adult games, and a rider occupancy of 1.5 would not be uncommon for evening games attended by two- income families. This means the potential need for parking may be close to the peak use figure of 34 (33.3) stalls. However, the estimates for a peak use situation are balanced by figures which are more typical of park usage. For example, it is likely that ride - sharing will be higher for little league players than adult park users. Thus, a total of 50 park users at a rider- occupancy of 2.0 or 48 park users at a rider - occupancy of 1.75 (avg. occupancy) would require approximately 25 -27 stalls. This is similar to the 21 -24 stalls estimated by the applicant and other jurisdictions. Given the possible combinations of numbers of players, spectators, other park users, rider occupancy rates, and weather /season variables, it is difficult to determine an exact, constant figure for parking stalls. However, based on the above discussion, it is likely that the minimum parking required for typical park use lies somewhere between the potential peak use scenario and the applicant's estimate. Staff concludes that the minimum parking capacity needed for this project is approximately 25 -27 stalls. This would allow for situations with more park users or less ride- sharing. During occasional peak use periods, additional parking can accommodated with on 53rd Avenue South and 140th, which are currently used for on- street parking by residents. The parking proposed (34 stalls) is more than estimated by the applicant (24 stalls) and by the staff (25 -27 stalls), and is equal to that estimated for peak use periods. Based on this, the number of parking stalls proposed appears to be adequate for this project. RECOMMENDATION Based on the above evaluation of parking needs, staff recommends that the minimum parking requirement for this project be established as 25 stalls. As the proposed parking capacity exceeds the estimated minimum requirement for the park, staff recommends that the proposal be approved. FOSTER PARK ADDITION PARKING May 10, 1991 P ARKING TOTALS The Master Plan for Foster Park Addition includes a total of 34 parking stalls, which would include 2 handicap (12.5'), 22 standard (9'), and 10 compact (8.5') stalls. These numbers are sufficient for one little league field or soccer field, and for other park users enjoying the park. For example, the City of Bellevue's standard per ball field is 22 parking stalls. We based our numbers on this standard and added 2 additional stalls under the assumption that there would be more spectators since this is a little league field. If one assumes an average of 12 players per team or 24 players per game, one can assume 2 people per car, or 12 cars. The same number is calculated for spectators; 24 per game, 2 per car, which comes to 12 cars. Hence, the total stalls needed for one ball field is 24 (these numbers are also accurate for soccer games). In addition, the games played on the field will be scheduled and limited to only one game per evening, and there will be no back -to -back games on Saturdays. Because this field is a little league field (or soccer field), this number of stalls is more than adequate for this use. This is also consistent with the seating capacity designed for the field. The remaining stalls would be utilized by other park users using the play area, trail, or picnic shelter. SAFETY It is important to design the Foster Park Addition parking lot with the safety of the park users, primarily children and their parents, in mind. The parking for the Master Plan was designed as all off - street parking with 90 degree single - loading only located on the park side of the parking loop. As a result, children and other park users will not be forced to cross the parking lot, creating a potential conflict with the automobile traffic. In addition, a sidewalk has been placed adjacent to all parking stalls for direct access to the park grounds. All of these measures have been taken to reduce the conflict between pedestrian and automobile uses and to make the park experience a more pleasant and enjoyable one. EGRESS /INGRESS The location of the parking lot was designed to accommodate for a future sidewalk along 53rd Avenue South. The northern entrance was located with sufficient distance, approximately 170' from South 139th Street and 85' from South 140th Street, for adequate sight and deceleration distance. Each driveway entrance is 30' wide with adequate turning radii. Y RIE1W1 1 MAY 2 0 1991 CITY OF T unviLA PLANNING DEPT. ATTACHMENT A - Applicant's Summary 3 H v iP • � r %S •I T 4[ s` DAVID M a■ WRIT IOW °`, e 36 A c � h . r S. 144th St TUKWILA S. 140th SI. .t >Foslrr. "Qil ' Golf. S •1111. St I 3 Course Fr. D Park Joseph Foster Afem. Park PROJECT LOCATION FOSTER PARK ADDITION S. 140th SI. ERTON GHTS ` I TUF I SOYf►Ke/lttr (CA[ 4N er , 3 i .•`' , o . — i t' ' \, it - t ' '\ 0 ? I t p 1 fyn t IILAt • N l •9 • I /5 Ac 5:1 004 144 -S 1!900 ,t 1 0 • Z 5e , J Of PI I If '0 , � I 2 II i . BE'I OF Hi LEN MANE W ICI 1 34 Ac . FIN- •r — --S—/397H—sr urn , 3 0 z .Jr! 11 0 919 3 Cl too I 3 01 .4 I .] I , i It I -, • „ 3 Ir, le.l. a K' 111 '." 1 : TZ .♦ I 1 _t n no >.M 01I P �I Nolo I I , 2 1 ± I [a 1 �. ^ 14039 - - 1•J i r•e`c I[ s • • 01. 32 l"T ' 019V _ <C rJ^ , 101 I ; S P 78•03 1 1 I • s 121 W i O 1 A t: 111 1 " Sr, S * /42ND ,v.r ST 1IP N -;t, S f1( ".' l 1.• 1 T 1 1 of : i I. . .•� • 1^ II III -, Lr • • • Ifl ' 11 — "oe "[ Is Lis - 2 "h al •2 [ t� 'i f . I , ♦ \ .r0[ • • _oomArrOw tr: ALBERT E DOWSI' stk. 5 � 3 )I ATTACHMENT B - Vicinity Maps SITE PLAN MEEEM L AY101 CITY OF TUKWILA PLANNING DEPT. Joseph Foster Meln. Park PROJECT LOCATION FOSTER PARK ADDITION S. 140th St. 4' 'b 13 s b t \ s ► • ,ee Ir, f: 1:1111111.3 SCH 144 I47 .SFOC 2R4 1.4.11 --S—/39TH—ST 13940E3 3 I ^ '3/ s 1(6 09 :ro ti 44 '^ n. I 7A4 14010 d V ✓I D F /7/ US (1) 131E0 "S. o ` 167 J.f 'l r ' -'► UC,je.SO .F - 04 - •,, \ ri F�tF�� T.I11 1 v ei\ ` 1. DAVID H. l',. \\ WHO LOW °0 e 36 Ac ��� 6 5 c 1 ' 1st ❑ IY°.0 /?.Y 1 129 /26 I/O PO e I I I .1 v161011 11111111111111E4∎Z I e .13 24j I 1 0.56 Ac. 071Ac. D3742 FOC 19 F! ea L MIf TEPHE POST \le A so 14038 w -.... z l....6 -.. 1 „! 013970 Southcenter :SR v _ I 64.5 ls)s S P. 78-03 (2) 4 101 (I 1:15. CG ►•/42ND NOT ST °P 41 - - -• /,7 T ..•."115" 1.1) I _...... I _ 1 \♦ \ FOC OONAT I61f -Ci Nc 4 3 v o JFOC 71.1J H JFOC It /3 ✓ FOC rl r7 1327 i J.. C J ALBERT E. DOWSft 68 -2-SS 32 (A) L 76491. frv. -1 'c u6 I I v ✓FOC 7C 26 ,�--- lel I .5 R79 I (2) L (4) e ,RTss Ri+: I SeAc - 2 / / � SS l3) _ //d ( I) (2) a0 s; � 13 I S. 140th St. RIVERTON 4 HEIGHTS Joseph Foster Mem. Park PROJECT LOCATION FOSTER PARK ADDITION Solid:center LOCATION MAP T. 'S. BLACK RIVER JCTN PLANNING DEPT. *dr [MN ITEM APR 19 1991i cifi•OF-TUKWILA FOSTER PARK ADDITION THE EAST 74 FEET OF LOT 1; AND THE EAST HALF OF LOT 2 LESS THE WEST 55 FEET THEREOF; AND THE EAST 64 FEET OF LOT 3; AND THE EAST 74 FEET OF THE NORTH 77.4 FEET OF LOT 4; AND ALL OF LOT 9 EXCEPT THE SOUTH 70 FEET THEREOF; AND ALL OF LOT 10; AND ALL OF LOT 11 EXCEPT THE EAST 100 FEET OF THE NORTH 127.4 FEET THEREOF; AND ALL OF LOT 12; ALL IN BLOCK 1 OF THE PLAT OF COLEGROVE'S ACRE TRACTS, AN ADDITION TO THE CITY OF SEATTLE, . ACCORDING TO PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 85, IN KING COUNTY, WASHINGTON. LEGAL DESCRIPTION MEM [A. PR 191991 . CITY OF TUKWILA PLANNING DEPT. 1 , ? B 1 5 El 2 E rWil=r0-11 • • • r■A •••2 I I IrrA I I I I— I I Fir t 4 ard Cr oo °OA"' ill 1 3. 3 A SOUSIOAlre SIOWN ft AS SNDWIN SU Sr CASAwarAt AA.T.olf tot Wu. PR IM PAM . 111. Casa Coarrr we, Y.C. S. SUuvgY '"'Van "COLL 1%.10 a • ma ••• aka nab YAMS MA* 7.11“Of MR= 0•0047, - — — C 53rd Avenue & WERE SC' • a' as Nam 11821 PAW 4A/ri It I•1 III rod ns LIMN INGINTERDIC TOPOMAPPAC !LOWY a rt A rtga v Iwo emu. gamut Far utua anv gr. An"mir — 7: ✓ Am mut a NU WNIMMT Ci III IP WINO Inca saw sax raw rat NIE ram AU RAM; ■■■•■•••• awls* raw mannr smori-t LW ED APR 1 2-1 991 . CITY. OF TUKwIj PLANNING 'DEPT. D'OUTE CIO a if.fmkvirtillal Wziabiluc 1 21( dl INDEX TO DRAWINGS Cover Sheet C -1 Grading & Paving Plan C -2 Field & Storm Drainage, Sanitary Sewer & Domestic Water C -3 Sections C-4 Details C -5 Details C -6 Details M -1 Irrigation Plan M -2 Irrigation Details L -1 Planting Plan A -1 Restroom Plans, Elevations & Notes A -2 Restroom Plumbing & Electrical Plans, Sections & Details E -1 Electrical Plan CITY OFFICIALS Mayor -Gary L. Van Dusen Director of Parks & Recreation -Don Williams Director of Public Works -Ross Eamst P.E. City Engineer -Ron Cameron P.E. CITY COUNCIL MEMBERS Dennis Robertson, President Steve Lawrence Joe Duffie Clarence Moriwaki Alan Ekberg John Rants Joan Hernandez Rr HI INDEX TO DRAWINGS over Sheet Trading & Paving Plan leld & Storm Drainage, Sanitary Sewer & Domestic Water ections 1etails retails retails rrigation Plan rrigation Details 'Ianting Plan ;estroom Plans, Elevations & Notes ;estroom Plumbing & Electrical Plans, Sections & Details :lectrical Plan CITY OFFI'CI LS Mayor -Gary L. Van Dusen )irector of Parks & Recreation -Don Williams Director of Public Works -Ross Earnst P.E. City Engineer -Ron Cameron F.E. CITY COUNCIL MEMBERS )ennis Robertson, President Steve Lawrence oe Duffie Clarence Moriwaki Man Ekberg John Rants roan Hernandez W in a a an a IT) al. TT W C? 1 (,7 r 1` d \ PuG14 991 Ct1 ,a�ti(G tpt=PT� PI.t RIVERTON HEIGHTS Joseph Foster Meng. Pork PROJECT LOCATION FOSTER PARK ADDITION S. 1101► So. a' Southeaster n RIVER JCTN LOCATION LEAP alky Sp6/ A6111MI.:E weQMs MOAT. •SNOINERRING• /TRUTR• WATER•SEWEP•PARKY•OUILOINO• Illi Ili dem consu BRUCE DEES & ASSOCIATES 222 East 26th Street, Suite 202 Tacoma, WA 95421 (206) 627.7947 MONOLITHIC CURB & WALK 148.1 I C•IC. /ET W4(4 © MONOLITHIC CUR I& WALK grime' Fib6 77°'�itA� 53rd Ave RESTROOM TYPE E CURB amp Gruen oAP ■ -1 & A -2 pc •775 PAHOPIEW a) AGIE11a0.5 -TAPER Inv .• FOSTER Pi Grading • f I. if • I x129.59 X176 I REA .:'. -r X11•.19 FIXED PICNIC TABLE / X120 69 teA N TS •59 TYPE E CU C PAW E RESTROOM - SEE SHEETS eiwir^v iA18 W7 l AriVE144 - T � •7DP A ' SHELTER LAYOUT w4Z;t' ' /27 "•7‘..w ..19 6 o .9.14e. /6 9.:;.1• ^ Sat.97 •• ?f ants ItUCE DEES & ASSOCIATES 222 East 26th Street. Suite 202 Tacolns. WA 98421 (206)627 -7947 • a M1 1 •PIPE FOU It Its 997 ar LEGEND 114 $f1RI7.ONTAI, CONTIjOR. 113 A layout plan. coordinate points, and calculated coordinates ate in the appendla of the specifications. Coordinate points are provided foe des warmly cornea. t BOUNDARY SHOWN IS AS SHOWN ON 112 SURVEY BY CHADWICK SURVEYING IN VOL 12 'OP SURVEYS. PAGE 73, KING COUNTY, WA., MARCH 3. 19711. to' erNe rot /)VAenerm) — e-- ∎ --- 4 hIih (*MAILIk fen* T.c. Top of cub 113 T.P. Top of paving N.P. High point of !Nish trade 115 Its 017 AM I , N1f2.,_ AL. 1 !BENCH MARK PIWW0 41616 „rr1519.B5 B.M.- ft. R. 51211(410 nzu N Cl Ev OF � -- I M - xuial SA rI - -� — .. —• �71.a' 911619 ' r _” ! ®--- rd. - —enrol - — — T VAtt 11 + ° I I .CB. I a a a t a p 1 i — - -- - -- ------- - - - - -- — -- F� �� r C Q WII ELCHA`R RAMPI 53rd Avenue S. PICNIC I. � •i••••••••■••• row ....M.• r •l•••••. N-Wr 1_.!..1.11_ oulomo• r.wl_fw.4..r✓t_ . r.t•••rr •w•r•rt•rCww. 1 1E Tr rr. rrr..r rrr. —1.111 we *ram rod - .M..•.r-.Y..rrweamA wni *NM ...moo law r rte. s.. nt+.w.w r mow. . .... N.Y.. Y� •••••I r. wily r•• r • r to r !t1 - -c sm. .P�.r1�Iw...rr. ^•19 • r 1ltr-At es EI/FAG./S lLAGurrer BENCH SLAB J.FGEND Now Impnessneeta .....I•-• Proposed contours 112 1, f- Roposed spat elevation • • • Casah basin 4' thick concrete 6' thick mower Existing Conditions W MATE" VANE IS. ,111E HYDRANT O Sm SET' MAMIIOIE t1eCe. CATCH !USN p PONE" POLE PONE" Pots M/LR71r Existing =nom Existing spot elevsian. WALE OSECT NO. 040 DEC. 12, 1909. STATE OF *591111 OTO• 111 Y 1 • .1/✓y f T.J� C 11 COMOC ITT Mw O ®► FOSTER PARK ADDITION Grading & Paving Plan 1111 /11111111 g lib N ,111I1 1 "a 20' Ills •ENOINEERINO•STRRETI•• WATER•OEWER•PAAKIPIOUILOINO• consu BRUCE DEES & ASSOCIATES 222 East 26th Sweet, Suite 202 ' Tacoma, WA 98421 • (206) 627-7947 ef AIX •M. ,Il ° • I / 4R.Sf6QAgigC DUGOUT NLET1 rra,erress Fl,Y /£.varA oerz NEY.L car.. ele /7i0 k 50, of•c niter • cif isdncycr \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \\:\ \\\\ \ \ \ \ \ \ \ \ \ \\ \ \ ` \ \ \ \ \ \ \ g \ \ \\\ \ \ \ \ \ \ \ \ \ \ \ 53rd Ave South iser awearsr aFosarApo ®• dr ? e „ SIMILAR ,use nr eercwrlwwraa4c U dem Ale CB 10 • estA . 0. .02.4 PLAY AREA SEE t.'.IranA ' o . s+Aaee• rnav ( .K4w. /Nr• t sear s/41G.ArCBKzx) eao. sva 1 451 FOSTER PA. • Field &. Storm D & Domes r' - z. " Itwfiardariptaelle Pi 'WSW `reeA DA! /E7 XI. � 0 / �Ri =• LiAV C8 102 RUCE DEES & ASSOCIATES 222 East 26th Street, Suits 202 ' Tacoma, WA 98421 (206) 627.7947 CD 105 AT DRNKNG FOUNTAN te r -- - - - -If /.t .Gl�/1^ /i9 I 'I ,any /E3 . /N Y, /N 5. /ZAP . Y. /N s1• /to' .. /411 Oar /W ,rwy / ram AYV/ 4tr. OA "1a Alf - /lt9t 1 e. .Wt,. Ar /07 SIMIL oar fa r" /e "aeEawemirrrge. (r's moc /4eesriga*. DV. o. Aw exe,msts• do folortirctssigroav J 777 Ac4W. /NS t (xa sP+Q Y) P.647 12/. 108 /CAr! / /AM ,V49 / k/T A7/5 1 ftz:•• /AtRSW AdIPGC iPler 11 ; C8 103 (OVERFLOW STFIUCTIML CMGM(kII• iE?iVSrioV DRINKING FOUNTAIN DETAIL C8 107 . . ays Aviv .. /.rS: 0' !AV Gvr' MASS DETENTION POND & CONTROL STRUCTURE C8 108 (OVERFLOW STF Imp I•/ /ofy ti.r/cr/T' /07.. Mwrua.Nea de-aosPrs,) r Sr /a -- —z ctc rYac wavrAw cll=wmas) LEGEND OX/3T.KC► O es4N/T/Kr xWW-+- �• eornipw pertaned Wend drai P t nuptd°Wennelm ...en==nno PVC nuns NSW PVC iaithy NW. ��� III Type In cock brs wen maMrd pon • Typp IfIamb Eris *lammed ® Central eresesa • . el- '�- ���DooeWe rel aW. See non 1 Eeba. NOTE G& H Ch7 1. Nuns user line in oosrson mend end Waving with inipdon linen See Sam M•1. tativweur FOSTER PARK ADDITION ie d torm rainage, Sanitary Sewer & Domestic Water ss Ms mien* IA N 1nha 1 "m20' ills qi-00.-sfs a0Ate OP VA7n1"OTOM /AVM a oua emnwWVe ns s• F IL } F ii BRUCE DEES & ASSOCIATES 222 Fast 26th Street. Suita 202 Tacoma, WA 98421 (206) 627 7947 Ahlig1I.7. weQns •ENOINEERINO•ETREETE• WATER•■EWER• PARK E•BUILDINO• FOSTER PA Se• L8" = 1'•4 irdorMIO AG Mow M7714 4=4024 /!Ie ama l4111C "Ca rr+ (Wp•Sars F✓ •9€L AVOW /Mtn A . �• "..�•JG.SF�GfiGT .,. CAC Gal= 1/8" at 8'4" i 118" • 1'4" 4.4 AWN caw Mut two", aPOIMGM Ate anal L8" . I'4" \ 107',774. ' awe • a gt ICY 1/8• . 114 ", 1/8" a 1' -0" AG apse: /W'.0 4_ BRUCE DEES & ASSOCIATES 222 East 26th Street, Suite 202 Tacoma, WA 98421 • (206) 627-7947 N/. 1/I" • 1'4" Gslt737J1!! 0144. 1 l ' Il+wasars,44194 • "Sea so.ie.sir 1 0. __J U6" • 1' -0" 1/1" • 1.4" • r'aala atvrn Mx- srt us" s 1'4" — 1/1" ■ 1'4' OP %lir IMO ?OOM (fa MYM a Till IG?a M. as NTS f..o+les 70 fr .4410•/110104.00017 0730/ I.M) alrlael.lr )aqa •o r• CONCRETE PAVING MONOLITHIC CURB & WALK BENCH SLAB SCALE iir .1'.0" A611111`1 weQMs eMAT. •ENOINEERINO•SITRRETB• WATER•BEWER•PARKB•BUILOINO• SCALE: 112 • 1••0" FIXED PICNIC TABLE ffire0010 - WHEELCHAIR RAMP SCALE: lir ■ 1••0" BRUCE DEES & ASSOCIATES 222 East 26th Street. Suite 202 . TALMO, WA 98421 (206) 627.7947 1 ; .. 4 I .1 . . PICNIC SHELTER LAYOUT FOSTER Pi D r7Par.MA TAY. 7•.. /LIM70 ••I.awa. P42/442. TIT L.4r•4TA .0OfA'QQ- /*era .40 4131 yawls /1gNt0 CONCRETE 'RETAINING WALL t >aim "AA. wrrDrs. SO CSC. 1 1 I roP'Pe* 0 F ASPHALT A. C. PAVING Ma•A1a41wa ,7 mornw/7v. 11 71714344 X44.4 ~OW 7••••.61IrYiM Lain 1 i1. L 1 awn' C4uag(M) 0 10 144.11 1440 41.0 L/ 70 . N).) 111.1 4.3 30 1410 . 111.1 1.6 40 14011 . 1717 7.3 30 111! , 1)1.4 LI 60 171.0 1)110 110 70 1146 171.7 LO So 17114 1 170.1 1.1 10 117! 171.1 4.4 100 1111 17111 7.7 170 1N I 111.3 377 7 {. 3 3 • 110 1)47 171.1 41 140 111.1 117.1 110 • 100 111.1 1771 3.1 140 117! 177.1 3.7 IA 111.1 1774 31 110 1116 177.7 44 ISO • X4 11Gf 11 if 711 170.0 177.3 2.7 710 170.4 177.4 10 !77 1703 , 177.4 1.1 d T • 0 04" 717.• • II • LO 0 ).4• 11•14, M • 1.0 or 4 IT OS A f0 1'•7• 4111• Ir H • ♦ 100 r-0• M 10.1 r-4• r-4• 7r a NTS sitrtA Avezer. gum • 03731•..r•7alr,T WM. �a Ong ROXIIILA 8,.. 714.• 7 e I.+ TYPE E CUR .tr ey)] NTS ® ASPHALT PATCH NTS ® A .94 0 A.SPHALT PATCH R (1 a Ir BRUCE DEES & ASSOCIATES 222 East 266 Street, Suite 202 . Tacoma, WA 98421 (206) 627.7947 DRINKING FOUNTAIN zogroive • in NTS mmotkoinwrIstaie - -ia� tws w . xcme.vur VOIS 5.000. TABLE ANCHOR SCALE: 3/32" ■ P4" • e V, 100 &M+% ...« ere QwO•ifL" L'Om.le /Oai o.w,...r:1. q tob • SPE rWe Peat AMIN A' 4( trot"a .asw•i'Ltlta A P3 04. Jtet. Wm./ a e& 4swwva✓ pr1MINiM 7b SM. OuM /Rww. • FLAN TABLE ANCHOR NTS n1/4 IrPee CanG 71',7 7 , �� [ - 4' ,� • ��n1 I r Bois i P aiavv W I aw Cam riyirtawg ?SW' novAra.s. AMMO cip 7t1 SCALE: 1/2" w 1 F ASPHALT PATH AS SHOWN u FOSTER PARK ADDITION gliiiiii C - ., sal .94 0 A.SPHALT PATCH R (1 a Ir BRUCE DEES & ASSOCIATES 222 East 266 Street, Suite 202 . Tacoma, WA 98421 (206) 627.7947 DRINKING FOUNTAIN zogroive • in NTS mmotkoinwrIstaie - -ia� tws w . xcme.vur VOIS 5.000. TABLE ANCHOR SCALE: 3/32" ■ P4" • e V, 100 &M+% ...« ere QwO•ifL" L'Om.le /Oai o.w,...r:1. q tob • SPE rWe Peat AMIN A' 4( trot"a .asw•i'Ltlta A P3 04. Jtet. Wm./ a e& 4swwva✓ pr1MINiM 7b SM. OuM /Rww. • FLAN TABLE ANCHOR NTS n1/4 IrPee CanG 71',7 7 , �� [ - 4' ,� • ��n1 I r Bois i P aiavv W I aw Cam riyirtawg ?SW' novAra.s. AMMO cip 7t1 SCALE: 1/2" w 1 F ASPHALT PATH AS SHOWN u FOSTER PARK ADDITION Auln`TE weQMs 101sT. •HNOINEHRINO• &TARSITSI• WATHP••11WER•PARK lei .el lri.. chichi BRUCE DEES & ASSOCIATES • 222 East 26th Strtet. Suite 202 Tacoma. WA 98421 (206) 627.7947 e. • I Fl awl= "IMCAIR f' /. /L9. re t/. /1✓. LPL /5 zt°rso• L 0 D \ > /5o. f\/t% D BACK STOP LAYOUT PLAN SCALE: Ui" . 4" .ew.. os. w••fsr+r • :� I lawn .ier - ∎1 ION 1■•• • D RACK �c 09a ri/yq +e /s>' 51 O 0 VI IMO Mow cuwW .r Aw Awl BAT RACK 4' { 4' FOSTER P l ^A•G./ W40 Cote. 0141446 ri /4 9!01 'V /r7 Z >r/e4•Zt ..Moro 4:Mover' 77'/E1a a/ar8 /fret T•e /0.0/At !! \ r/•/bet!if MO. ��ar BACK & WHO FENCE O a r ex s CON RETE AP GRASS SLOPE BLEACHER & RAIL r.+u•..r./n.rw CONCRETE APRON & GRASS SLOPE . SCALE: ter . r o.• DUGOUT AREA wMU.►a av er�NIT 11 J xx 22 PROFLE SECTIONS MANUFACTURED BACKSTOP & WING FENCE AVM: Ak y ANTAL. CAtscr//H. /once sireptere r..cC /itOOt •oo NTS / ,n mine osome. 11L‘ \ WING NLET AT DUGOUT 13 \ \ LEACHER 0 LEA HER 0 \ GrlOtar? friAdffFlt7R w,•,tel / r6. /L l ®SLAB AT DUGOUT OPENING \ � i.L. /t1.Zt i&, i2 � •�i!' /e A 9.0!! TG. /so /1 D T.�inr• /s9 is \ F.L ' , /. ��/str s sw/•eta I 411111.-- 1 1 4=1__Ie il ilizq u. MAIL viffivikpiaimalw ,P/331� �iNiPt /Q1� \D LYtp•/ryO'3�541 GY.NLr/P) t T.0 TOPIN'CURS �\ EL . ILOW(�Ig NORTH T.l. ,TOPOFPAVSVO - S.W. ' ROTIOMOPWALL 0 . E.1. EXPANSION JOINT • rwti.oa I'n.N•a.r s 4.rrav/eCO- r aoi+w . r... a.Ywr P.Ir rev �1 rr �o "rf° � Serge .•wwoo.rn.. DUGOUT AREA WING WALLS STEEL RAIL' {riirr RACK 0 7E' n9.a 77P.Ply,+-e 711'117. U NORTH A DUGOUT AREA O a c a.p . •�1NIJo�. +.•••ca Macaw... Aar•• d' iurr 0 01.19 �•o. �.Y•rae f II 4• f 4' 1 4• STEEL RAIL' 9man :e ar .a' 0 ants FOSTER PARK ADDITION AMU/ :1112SEIXEIVITY SLAB AT DUGOUT OPENING A . NTS 6'etJ mo SCHEMATIC _ M w• NTS - 6 AI1aa S G� K WIN L 0111 • aonnuTIl SIS Details C: NEN im tatiliul 11 UT o iu w s�i ti ••aw41.•,•• TE APRON & GRASS SLOPE AREA 2z sEcroNs ENCE INLET AT DUGOUT LEO EN D T.0 TOP OF CURB P.L. FLOWUNB _T.P. TOP OF PAVING B.W. BOTJD 4OPWALL F.1. EXPANSION JOINT G.160 4 tTa'rUf. A wesi a. z NA* SLAB AT DUGOUT OPENING BRUCE DEES & ASSOCIATES 222 East 26th Street, Suite 202 Tacoma, WA 98421 (206) 627.7947 fa.•io /'dMtlr►1 se eseaugy Ate. i wumrr • SCALE: 7VT' • rte" rns rwr OSLO AMP, Iret,7 •r>.ro. r • • 1 saws, ��I, v 6 •2 .x .6 �.., OLINOVIEIC air nitadbc. .•Ol44iiWV ► 113 lawsr,7awl sum _� ear.,oa.ag. / - Olo - SpIE ("war scar) WING WALLS AT BLEACHERS • Avow B.. 6WG 177 0711.0 e ?11 A .PARTIAL PLAN ;. • COY' 71 r...•r. 1•w. •✓M / •••v mv �I• sots wP.r. ni •• .w MAW PALI A Iegs•INID . a. ~are. ••••••••a0 aa...u..rIYGu..n• • .BAT RACK same IL4lit. 1WiKr ores../..wr•I•r• er•e... r grrAP. Plitt .' V.k0yc. s-°#* d'w4• BLEACHER ; RAI SCALE: 717' • 1-0" INLET AT DUGOUT laawoiear •arivgv.w•o) ♦ ca•e.ger0 t cr.+•vra•�- .w• maw MAO � w � ar !0740 I•M04 SECTION A-A :NI u *— • SIGNED PFE1.D AREA 4 LATERAL DRAINAGE ,nos /aaasB r/ 241of 64•••••o n /42 ,wax sr.oc c Co (/rIC er71, ,344.471-1. • e0 2 f yi GRASS AREA WATER SERVICE TRENCH BEDDING, & BACKFILL .G4K.47f.I \ /Ol. f•• IrlM /MA • AVIV . ,N / qtr oiale nre A141•11. N.T.S. nom ~Attu. 64KaetscartscrCa 7D 05.r crrixe. 'nagor.7r grarft:o - A7'10 DETENTION POND & CONTROL STRUCTURE r N.T.S. azQ 'doges , •eAino. lb Avow araw- • : Camas Au1"1`1E WeQMs e�AT. •ENOINEERINO•STREETS• WATER• SEWER•PARKS•SUILDINO• TYPICAL COLLECTOR PIPE SECTION /31Ct/ Aca,M /0127O.ilffr•1 /X ,r arC MKS W • g di JIIIIIIiiii/ /��r 41111IIIIIIIIIf • N.T.S. } ArMV Itik,__S4lbAdcla I b _ 1+t, designs! draw. Multi •N•91 MI Iaf ri dr NW A o flvi� �f.41+or. f "c aa VoletN0 eeswtt• ~ow STORM SEWER TRENCH BEDDING, & BACKFILL DOMESTIC WATER SERVICE • 67,4 nza 044•/, a •ust" N.T.S. N.T.S. n s 0 BRUCE DEES & ASSOCIATES 2222Eut 26th Street. Suite 202 Tacoma, WA 98421 (206)627.7947 TYPICAL CATCH BASIN SE( SANITARY SEWE' BEDDING, & BAC DRINKING FOUNTAIN FOSTER P TYPICAL CATCH BASIN SECTION N.T.S. SANITARY SEWER 'TRENCH. BEDDING, & BACKFILL 011111 .r clrreP, rrA.S r.+p tii P•07/4 •1104 rNNts Oi •1-0 M••••4/se swn✓ sr... moons ynvoy .waeat .— uw.0411e0111r042710 - Details N.T.S. N.T.S. FOSTER PARK ADDITION 711 4 T°+IP' ■n'S tr -n1 RI tuitions CONTROL STRUCTURE N.T.S. soh ASS/OW Isle WAcat, Eret Rase Gam. fGP.P. G- ,LIIIG....a . Z./A40 f il/RIiE Arlan ;TION N.T.S. ►7 SEWER TRENCH NC, & BACKFILL 4 g o nta �.m t e TEE CAC ="?Ut yy.Ge ->r err ., cr. rcaao J`ttlr IuaoS IrEt V43 .a•prte ;•r* •vse,Kw N.T.S. BRUCE DEES & ASSOCIATES 222 East 26th Street, Suite 202 Tacoma, WA 98421 (206) 627.7947 ealWeJvw+res 11 DRINKING FOUNTAIN &ma Cade me ea m slow_ 7z, /two Mule d ounra. ;Ooze fr-qtairE.a ogie Moyle Fes 77r9P N.T.S. Alai" WPM. Om., Gs .,rrn errs Monty rant ow: IOW PIc nalerpppy PPM sty 100•II►a.•• a I- Otp •SP. API Pr. a.rs .0.1 COVTPML �T SaIUg plw•.► . � u+►• YwnaaN Pim (I/W1•AN■ 11•••• r'Irr YIUrAfArlr a•A~alr 7!!111 Poonsaawromom way aroma aliadosw:FPol SANITARY SIDE SEWER N.T.S: Of M•fwINOTON IILGiara MI a. oua OtnnGR ti NI 3 F u } F ii • I91.Ig1617C RJIreQMS MOIST. •RNOINBBRINO•.TRBBT••WATER• BB W BR•PARK.• BUILOINO • Ini ttl irm tMtltl Q1® mmalaa ® _ Ca BRUCE DEES & ASSOCIATES' 222 East 26th Street. Suite 202 Tacoma, WA 98421 (206) 627.7947 FOSTER PA IrrigE f r r r r • • • • • $a T mot • 17N ► • . nit . roe . 191 4 • tow • ma : ITV 1 -to M,rYu Pia 'Law 1-t• •� r7• 1 -L alitM Kr 5401 1QM 10c PA _ W V.8 Z tto 7,s•M — 1- to •Y,a•}4• 1.8 •14 t1 2. W ouf Known to Soo. MeeworAOO1 WALL MAR 0001TIC01.1411C IN GII•e MN • Ol V-15 4• w : =ITJYi V •1 MI• ,. fir I k ter py1 gam 1 -20 •jlrr WON • 7.13•• -.-- eet OS St es 6a I r I" IY4 V -10 4 - 1.40 KM i -0i/ir Or 'sr we • •i -�z uSS. 4r rig V'I7 r r r ,•,, _ r• Cf u 1 1-40 MOO BRUCE DEES & ASSOCIATES' 222 East 26th Street, Suite 202 Tacoma, WA 98421 (206) 627-7947 1 -24 V-4, 42 J 4 h 13i PIN • r red eat -4- MM 144 Illy r Mir •.M MITI ='OI l e I¢tGdtt • y N mI,sa 4 r I tratg 2'Gerr t Ns itesencts • I J.POENO • Mow 1.10.36341 MI dale rats spridlr . ., • . Sr IN. 117 p U . •o idiorl ea w Q N�� � elm 42 pt titer roes rafMHr.3$' K. 117 •tti 60 pd. as `Y' Hugs 41tADS.XX pm dab ms *skim 60 pistols eel ac 661nr/ as •� Hamer 140411S40l paddle ram awirM.00pl. nob and se Winds I pis. • 0 G RatldR30C 60 pl. mak re eic WIrd s pled 1 • Ocb Ibiabbil NCO prim rs.. pipet 1104 ley. 30 p. rode r we Winds • O Mabel I.0.rwr.s dry payees 11016dy.30 *made r/r l.etld .Ia • Rarlyd 110641AMMIS piss d 1104. e $chid HFlQ aaestrroor easel .... S4 Pis far Pam ® ROMPS 6A•0.493 pimp wedeln Barr soft rail valve. far swam - 0.. 2013 PVC Post Sr epos tar mime errs ppd. Mae* b PVCsrNw wiry. Nrly7C4.000t 34 Was tasdrv.fr RYAN Roar 7Yd k. rat NO PVC dam rdrp-d.g. ••• 0. UMW SISK sally plea. t Iry tap. • lstll.e Patessies A .... Lj Hr19D%1XX NIP* sew rr NOTES 1. 7164 ant.. is .Wahl by the ..(...ward W PPP' 14 tr pit ..Iles waive 14 Pe ePer..trYy. S. ` si ghare t .t/ brigades Ogre is r ant PO .i.0.o Mars S i. •.tarNU. va.. IMAM. .fell playing mbar. 4. WW1 deeps seen sab et bunk pr Ir.r paved .n= s anal prprl..W..r.a .trsd..s, eem dirt trees W pies • p P, . geUwe eIN I vim Ines mil V4. x.114. es 10.W Wee; P..s ..sgdin u V•IS vie V•It hr ..14.$..14 V -11.1. V 410 IN V.S. 7. M w part Pd. ram u r .•ard r naiad 14 peddle pd Itdg.ties le Pre VALVE DATA CHART V•I r * PWIC71.r 114 r I, nil PO Res ••a a' a IW4 PC ldr V•4 r • PNMPC l.1r V•/ r • Me PC limas V•$ • 7 R.N PC Ran tat I Pr • G&Y Seta V-I r . !r. PAW V4 l sir a amps Rats VU 1Vr• • , Lass Spa V•Il 11?• • Lars Rpm V -U Iw•• • Ls. Spay 1414 I Vine • Wes Spa tU Iw'• • Lee Spa V•U 1 WI. • Ls. Spa 1417 I I•• • lass Spa V•Il 1 w'• • Lee Spa V411 I IN" • IS Ls. Spa V-• I w'• 41 Laws Spa V•11 1•• • Laws Spa V•11 I wit I? Inns Spray V•• 1Or• r Laws Spa • . Par. lrya..6 } F v S' SCH.40 PVC CAIN TO SYSTEM • 1' QUICK COUPLING VALVE ` 11 iSUKE OUAGE iCT 12 552 PSl EDUCING VALVE JUMBO VALVE BOXES 1/2' DRAIN VALVE 2' DOUBLE CHECK VALVE TRENCH DRAIN, SEE DETAIL THIS SHEET 2' STOP VALVE IN 10 VALVE BOX 2' MUG. WATER METER (OEMPT) 055E SHOT C -E FOR DOMESTIC WATER SERVICE CUT -IN DETAIL LATERAL PIPE 3/4' PVC NIPPLE (THREADED BOTH ENDS) f • 0/4' PVC NIPPLE (THREADED BOTH S ELL (MGDED BOTH ENDS) INTO 0 TTE OR �' ELL (( 1' PVC J: /L7 ROERD 110T ENDS) own de NOTES: 1.USE TEFLON TAPE ON ALL THREADED JOINTS 2.USE THIS SWING JOINT ON ALL HUNTER 1 -20 -AND RAINWIRD R -60C BALL THREADED PVC NIPPLES TO HAVE ION. WALL THICKNESS OF SCHEDULE 00 TYPICAL SWING JOINT FINISH GRADE S. TRENCH DRAIN AT CUT IN INSTALL WITH 45 DLO. ANGLE 2 -PVC 90 ELLS (THREADED PVC T H R RED EE DS) L w.TCb: _ I. pipe ( L• P.P) w 10 TRe1JCN ?ME COML.. TQEIYN AND ORAN TO *WE AwAn' ♦'Rohl 00001t CAWS 41,411M1114 4e 2%. ube TIME• PAW Ah IJDKAIWO tri CUT -1l► 0WI>•L THw 4HIRr L?a/L••.vc SSIVAV N.T.S. N.T.S. •ENOINEERINO•uTAEETu. WATER•.EW ER•PARKY•OUILDINO• FINISH GRADE AUTO. VALVE 947.40 PVC MAINLINE TEE (BUSH AS REQ•D.) AUTO VALVE ASSEMBLY N.T.S. t •••---TO TRIPLE SWING JOINT E • • QUICK COUPLING VALVE N.T.S. -4i COMPRESSION COUPLING LATERAL •IJHE SCH.110 PVC NIPPLE 3/4' WASHED GRAVEL cons -u .BRUCE DEES & ASSOCIATES 222 East 26th Street, Suite 202 Tacoma, WA 92421 (206) 627-7947 C • • ER PA rigatia sit GRADE AUTO. VALVE iT SCH.BO PVC NIPPLE ALVE ASSEMBLY FINISH GRADE QUICK COUPLING VALVE • WI HOLES FOR B 1E' LONG U BOLT: ANCHOR LOIT ON VALVE TW1EADEO PVC NIPPLE RI= • I ----TO TRIPLE SWING J011! COUPLING VALVE COMPRESSION COUPLING [AURAL •LINE a /4.' MARIA GRAVEL N.T.S. N.T.S. F: NOTE: MAINLINE OR LATERAL IDLE *USE THIS SWING JOINT ON ALL • QUICK COUPLING VALVES. RUNTER 1 -40 AND 1-25 ROTORS. *THREADED ONE END NIPPLE k SOLVENT JOINT NIPPLE! TO HE *SUPPLY UNE TEL THREADED — ONE —END NIPPLE & SOLVENT JOIE NIPPLES NOT DICWDED IN PRE — FABRICATED SLING JORIT VIT. C : TYPICAL SWING JOINT TYPICAL SWING JOINT: SPRAYS — FINISH GRADE I' PIPE NIPPLE. LENGTH AS NEC. TO ACCOMMODATE 45 DIG. ANGLE (SOLVENT JOUR). 1' PVC NIPPLE RISER THREADED ONE END (MIPT) INJMLL WI 45 DEG. ANOLL PRE—FABRICATED SWING JOINT (SCN. 00). USE SECOND MALE ADAPTER (PROM SWING JO AND SOLVENT JOINT PVC NIPPLE INTO SOLVENT JOINT SUPPLY UN! OUTLET TEE OR ELL. N.T.S. FOSTER PARK ADDITION Irrigation Details NIIh1NM .BRUCE BEES & ASSOCIATES 222 East 26th Stmt, Suite 202 Tacoma, WA 98421 (206) 627.7947 4.•s•es i MINIIMI.'E weQMs e0ATe •UNOINIERRINO•STRERTR. WATSR•SEW EIR•PARKB•BUILDING. BRUCE DEES & ASSOCIATES 222 East 26th S Suite 202 Tacoma. WA 98421 (206) 627-7947 • i s S 1-'Tara, 00 O 0 O 0 O 0 O 0 O 0 O H as as oft q N �N ae� 041 4L0 AdA 0 IND crsnr�z±6o cs4w..4s ax �?n�cnra L _-_ -- firriVeWal 4r-FL "AO . ' Dit it • �1 M a ' 0-- .--` .•f 4 ; firlaeoVEWIAtfr .5 a • WA irdzrriles15.=:: v o "al 111(1=111111111•1111 *maw "-La ft ed /Yr. FOSTER P/ • Plan 53rd Avenue South intImeEs se IIILW 109 rel hiltP+*4.4) • POP i s go 1$ 3rd Avenue South !BRUCE .USES & ASSOCIATES 222 Fat 26th Street, Suite 202 Taco fl , WA 98421 (2061621.7947 to' to' Planting Plan • FOSTER PARK ADDITION pt.ANT SCREW ILE NOTES w a0r Iefie a.� / A7 I. Twfarm .. a vae; grw wen avenn+,. ..muerer.t$..I.r. OM) urat4t. T., me, wow woo t../p.w p,r..Y ep. &* 11 I ..w r pr e.rM.+e 1. 10 q.11fe.lr r.rrl owl .p,a.pa'..ra irareYfarm-Uns 0 Ilervesnd AA 11./.1/•00* 01110/. Tip Too n.... el.l.. q A- orowspE r ejat. C .&70 . IMMAV ,1 1111M1.1.1111111111111 l• • IffllieMiagajd TREE PLANTING as /IN 1,11 Cra.111m1/....fa ra+ a!a•Woet rcx ■ *a.n..t r oa a•a.e( r-a• LA ere sr Ai NY DETAIL N.T.S. TREE STAKING DETAIL N.T.S. {TAT[ O/ WASN1 TON 11 1 011 iY /11 II p.T•K1T[ .. foe lib as full 1 "= 20' lilt •ONOIN EERINO. OTRENTO •WATIIR•OOWOR•PARKO.OUILDINO• FOSTER PA Restroo o 114! 1.1m. poen d twit 14 16 . :+' Let/Alt 4. urctl'cur _ FLOOR FLAN 0 1 3 ' -4 t 2a 1' - tvcr or cote. sumY 'T INSULATMM: WALLS - ItII: CIA -feo IM Mt 4 ' - 1 1 20 qd •I ' I 61_ ITS 20 .:0 FOUNbATIO I°LPM _ 4 i 6( s' 9Le'4 ' FC1 r. A CPblt/ iii — '^115 . pufA. 16' MOWN* erimt MN I2' ASavr Fr. / � -14' 6 , -1Y4 - 0 —. 3'-0 ► l'- C'LI'P}' M.M. to*. 4 p rr I W 1e'•S}'Lovvell uMCtRalt (I- PM.- over -444 -� 2' -• 4•1 1}M. Dame ! rr.9nt I' -o' • start etAle tb rwrcl4 04►PC101e WMtel. C84 ACttes Cc'Me. Sias W/ 6 ►6 IA+ .61L4 WO* ovE$4MIL yr 4 6' 41MNto • C1fM tl. - 4' L . 1o:'r I LIMO' • hp� HA e&. a euf i 0s. 0 wee° sMMIr It't'r -a WEST EL�PTIOM 0 0 >rAE'T �L •vATION .P �11VA1 111111 NotZr L'LE V ATION 114 _ I� ' 01111111 E cur4. e 601.1441 (TYr) 2.6T14r1 ti urttr. OHO rvuTto Lt•TTNRO 1.6 cHtimelicAl Ire TFIM e''tweve 910114' I.6m w'ot: 1 ' — Ve - mg. r -0t am)4•rmo7 Wei I9Nocie eiplr(r, bl/ I.6 • Ibp C. 1. 0000: Uniform betiding Cede, I. 1101 OF CV ITINCTI01: Mel 3. 00101 CRITERIA: . Mue landing: Live had D eed had TOTAL 4. The Contrasts, shall verity skews ar I. spec ens as well as con oils et the site: diserspsnelss Fier to start S. 0000001i011 SOIL .1152110: sells. Compaction west skill 25%. •. C71Ol1TI: N W Lied Compressive strength 2' t' eest.ue a1. p. llt Wising ass placing et all ea he In d ■nea VI preps produce • dense werksble ■ segregation er eadeee tree all exposed concrete edges erchltscturel dra.ings. sat Air entreinlng sweet (l% to network egeeed to weather. 0eseelith 10011 (1 ea. per all concrete. Where spacial consult architect for varlet T. u11KS0Cl50 SIMI: All reinforcing steel shall Grade 40, h•eb,050 psi. Ong (I' -S' bend) will be I relntorceesst. Detail all manual et Standard Practiced Item bolded wire n ■ per aI MSS. Mi.tereeeaat elver shell be Pectin.' Parsed Swelecee - Mather Pe Interior 1 Slab ea at 'J, TIOI-I 'ATION :ATIoH w onsu U Il_pt ISO a I■•• e 4 -' tee I Z.b prierr re r I � - 1Rea •nun MF' >s i' -- ants CALVIN .IOROAN ASSOCIATES. NC. .....w. .ram• ms a.ame minea .r.• .r env...•• ••• amuwR vr. asamr O "WWI° OMAN? • Of Od wr tlr I•e TF111 a 66 ercuI os0.6 rmi.tucr S/e rVaJc~v• $1131M4 N/ i. n. • 14. QC. 0Tr6 1. COOS: Outten wlldly Cods. 1004 Niels. 3. Tiro a 031SIIR.TIC1: Type V-S fee 11-2 Occupancy. 3. O04I10 CRITERIA: Met Loedl.t Live toed Deed teed 7OTRL Mind bed 4. the Contractor shall verify w entice all diaenalen" and c.sdit/ss skews sr implied ea the dewlap and spec if lceti'es as well Si the "slating work 0d ph the site. Arcblteet of any dlserspstis prier te stert of verb. 7. F0000ATI0N SOIL MIMIC: 2100 pet es unt'eldle, natural e lls. Compaction weak shall be is 1' lilt. to a density et p7 \. S. COOKRIT1: Cep ttttt re strength t' • 2010 psi, shies 11/2 sack ■ic, '' seslm.e sluep. Ole/ate strength design ',eked used. Miring and placing of all cescr,te serf selection et materiels shell be Le accordance with the are and MCI Code lit, prepe rtlea. of 'g0r'gatt to e.onet shell be such as to produce • dense workable el. which eau be placed ■ltheat segregation or "semss free settee* 1/2' chaster es all exposed concrete edges, unless ldleated otherwise ee architectusel dceeinpe. eater curiae shall he used. Air ..training 'gest (3% to It) to be used 1, all eemetite flatwark .tpe..d te weather. Pesselith 3000 14 ea. pet 100 lbs. .1 eseentl to ba used is all concrete. Shore special places, conditions are required, consult Architect for variations of this 'pacification. 7. R021ROaCI110 STS>s.: 32 pet IS yd IS pet 21 pet All reinforcing steel shall be deformed bars per aTN Af13, Credo Q. ry.40,000 poi. Unless otherwise noted, corner bars 12' -0' bend) will be pre.ld.d for 011 reinforcement. Detail steel in sccordence with the 'AC1 Manuel of leached practices of Detailing Reinforced Concrete Structures.' gelded wire sash shall be 0 a S - 11.4 • 01.0 per M N A155. Relatorbesent cover shall be as /anew: Footings 3 lnchos formed Settees* - Nether Face 2 inches - Iatealer pan 3/4 inch S lab s Orals 1 Cl. Top of Cos*. to reel S. TIISER: S ecretors' timber and leakier to be stress grade lee -Fir Meted er oaogls Fir -:arch Meath' am fellows: IS. 11. as.: Wring walls • Mrs -bearing partition" All other limber Tap a beets plats 0 bearing walls • Mepetltlw ember uses 01000: Fl: • Ms. 2 1550 eel Std. • 027 pal Std. ec batter No. 3 1550 psi S od bmeri'g as or installed with', 1' of excrete to be pressure treated according to MSC Standard 2S -I3. Selid blocking et met less then 2' thickness shall ke provided at all baadsg petals of trusses. Typical xebec blte to be S /S' diameter at 4 -0' O.C, .islsaa embedment 1 All metal framing anchor" shown en drawings shall be as eemetactered by P. M. aurae C mpeny, er approved 'gaol. I. 500► Te040st Shell he fastest usstact,rd, designed to fit the dlrn"losa ad leads indicated ow the plane. Desire be 'e accordance with ellssble values aesigeed by the building cede official. Cosplets design calculations shoring integral lopeed. ember and Ceetrel palate are to he available upon request for truss design. The design of the sglneer in the State of Dashlntts. All bracing shall be as per manufacturer's rec,emedatiea as appre.ed by Miner. •000 PROMO DOTAILS not shown otherwise shall be constnetd to the sinless standards of the enlists ruilding Code. Miniewa nailing. unless etharelee meted, shell ester to Table 37-0 of the 01C. 550CUAL ConDITIO04: Contractor shall verify all dimesiea le field and Mall provide 'degrees atomise and bracing of all 'textural sobers during construct'... Contractor shell mein/ Architect d all field changes prier I. installation. 12. CONTRACTOR shell be solely respesaible for all requited safety precautions and the methods, tecbdgeos er procedures requital to potterer his work. 13. Slop OsAvI.OSi Submit five Q1 sets of shop drawings for e pt,val prior to Gs* testis fee: reed tcus.ee. 11 if ;rl'lrip I 1 110010. M0O pus .'me.me '►1219 J F u i FOSTER PARK ADDITION Restroom Building in Me revision lib sr u1N A55*)1/ deo AVIV =c NAPE! "'S IS ig •IINCHNEMPINO•STAIII1TS• WATER•.eW ERI•PARKS•KUILDINO• hi 1 "„a SKYLIGHT prrm 1544 WALL lotTikIL 2 0.8 YI'IM MLnre Tor m DR. ) /t, it or fixes* (2) 24 tt'r ('14•Tr to 114M 2.4 STUas,t Ui W/ 7/5' rLYWoot W/ I •', • HO oz. 0 - P' 21+ 61‘11.14HT MCTAL rLAtHf44 214- cUFAIT e) LIOOP TFUOa ftI OHP 2 *+ t4.0C$IN4 Va rL'(WmP r:1•1! rAllCf+ 5 1 4 .11 = r. arty r ▪ /R7r Or CUI�A4 • MM. PLR' . 1:1". 0131'. SUCTION 'A INTL1IOR WALL PE c aisurs.00e/wawe h o ptur.ovvra 1.4'rmaa 04011015 oveF rpiil I1 hL 4til't4 =•4 etoxFN4 We seFttatro ivirs A rru lux" 7/a PL•M1IooO tHtr• W I.6 M9Tts5 o Woe. • it to cL4 IHSUL.I UHIHSULATCD e Mix/Mr-ROM MC61 /rtEt: I' t 4 12 C TmtzIolz WALL •lo TAIL a MCH /WOMCHs rIWTo CLtt. mL 'defile ) p4OCA4M4 /a /Ai - 1Dr Or PLATO' ft /it A Fir OP'M7 410'P TWss t•4 )WEIR Tbr Or 11J1 ' '116 rLY40oo Ns' LYW ta r t r (, TOr 1vTC r p.i tset)ITYR w Merit' 2.4 'NOS t Mi�OL INSUMIWN 2.4 l'Aresillr 11 rum- W DILL rum- io' AHCHO P• pa.1 a 4 ac era P. t .1 0411 iff/ (2) -•4 conk Pie e /SO. Pitt M.P. Pil )N MC MW11M4 Or - comr Me FtN1r. set SLPD /POUII rV'M PLUMBING FIRTIJI P -2 WA' P -3 UR P -4 /4 P -s IN P -a . 21Q r -7. _ _ - oll FOSTER P Restrc UHIHSULkTL'D 12 4r --onsu rMDfb RUC. ml. vtMTCA rtocran4 /s /. •• T1lr or RAW /ll.b TOr Or rule /s0 Wr OP CURD K3'y MM. M.A TPA, 2 ++ H,G1Lt Mar or rLM sie rt.n 000 Yi' /L.II+a (2) 1.4 TOO fumt r. F . rAMtt (ire w lent' litre /Ik'r11ls } kris' 2 r V 9T1UDS • K.'O.G IJ�RII IMSUI 1 ON 2'4 flirseor 11 SILL rtATr wiles NW Mc*II' 0 e 4 CAL roil JORDAN AggOC AT'ES. fVC. rvit Ralf: att We/ nom. rim en I at-* 4 care ele m MMC PW41*I roll Mir ate' etro/tiUIt RAM SW L c o)-•4 cont .TAIL. Al ants /ss.W FIM. Fur. PLUFffiIFwc 7I711T1RE 3C7IEOULt P-1 RAPAPORT 0 WATZR Q.4311112 P - 3 URINAL I r - MOOR DRAIN P-S Moos cLIAllolrr r -6 . Ross u.R r - 7 _ _ osrrwNr rairom a rc. FLUM13IHC FLAN 7Lrrrti AL sYMnnt, l r(FNQ Karrll 7�) S- I 7 Chnoob o aFF iW qua. O tk000wll no.ard a rod (ales aril. 7 & elPs IONwick?OA. . I% ve«r ro.e. f-5 tLE FLAN error Alt Mils 1COW Q'LR Mrd Arm U.aplry IHD03 s.gsL 24 kw. 240V, 1P. • MONA ilsolgrado. Ss I.Rad *se S-1. KT 5. MOTENC err' ELEG. £111V. Eknoeedubl don dak for alefor b 11dfa5lad asoom Ug$l . hryor.Tat of —. PSwocrU out at desk TC off r 1190 p.a. TC al of 690.-.. phoaaD off d/wa. FOSTER PARK ADDITION Restroom Building �dF I nS VIII fie me Her WIEMMS - BEAT. • •.NOINuuRIN4•STIMITS• WATER•SRWER•PARKS•SUILOINO• BRUCE DEES & ASSOCIATES 222 Ent 266th Stmeet. Suite 202 Tacoma, WA 98421 (206) 627.7947 53rd Avenue South P m WER RISER DIAGRAM / ,cw dailEPiiderY r ig o M a:CA PPGEW _ /NJ' iI UMOi 2714 RY/r 44'c -tldum ¢iotxcu 4 I / /tea Gam. PAN FOSTER F Elect Sot ace nurtS to 1[O Il a TqN IIIoIWI .4 loom "WA y 1 1F gt C: I..1, s a Shelter lee AMPS WRIT Im MNN BNEFI7R .; CONHECIED LSD: OE?UWD LOAD: ;RAM BRUCE DEES & ASSOCIATES 222 East 26th Street. Suite 202 Tacoma, WA 98421 (206) 627.7947 77,r earl ADM&77uiY Ca W/l. e * C-D *Vet/. .asutcv igererriezet sD pJtivc s4EL' WS! ANSI= 01 sUb GWEI AMP Mc' ow lsr- Amerce Rrrr a 9 A irivs IMO 44707 Min e PUB P.I E7vx• .'.allrsL7TS? J.ECR,ND /1.40077 6. GO4FterrE frisurerd44 9MIWAC72 lisselhole Underground Conduit a i sr- /4 sigm a a�sv.vnrae desalt ha few Malted p aysti • i& V{ Mani sod eo�pcdoa Minima th ob Duplex Reeepaele 20A, 125V, GFt. Hubbell 0F5253 with CW l war. V26Qar. Moon on io as aler iano single gag yep boa. Pre-cast memo vault with wihSadaOtyl light .0 hinged bid. Utility t l ootl� squat. aatleQaYmsts E7Sie Rearm +e ale: ar. F�f , ___ e , 'A GM ° POWER RISER DIAGRAM N.T.S. attsrmes r a5f AXI c.otv.s - e son- >?MLCa. PANEL aao iravrse If 3 F u i Dis op- F Ii FOSTER PARK ADDITION Electrical Plan ^ LITRE LaitscoUS. F-ieu7 �III�III�II' i li I I I I j I I I � I I�' Ililili�I I�i,li�Il��4! iiI�ili�ililil 1_!_iI Ili il_ 1LW11I�111 .U_I1II�iI)IIlillyIII�III III�1.lI i 1�1 lI�IIlIrIII'' IitI�' II�IIII'Ii�II$�III�IIII'IIIIIII 0 .4.i4 � 1 2 3 " ,::'S 6 ... 7..._ .. 9 • ' 10 : • . 11 wanes. 12 IF=.THIS..MICROFILMED DOCUMENT IS,,.LESS CLEAR THAN':�THIS 'NOTICE IT'IS'DUE TO TH '!4:1 ' LITYAFTHEE _ORIGINAL 'DOCUMENT �ill�( IIIIIIi[( III1i1QIIlIti11I> nll 1t�111ltllt )111ff1�iitfflii�t[T] II�uffPi Ii['uuiii�i i. i t(mI[lfl�i ti s u kYM " j+lll'v� i �C�,�� ; A}1 l !.Y MVL� + 7 .�.. 1 1 fM AY'1.0 1991 CITY :OF.;TUKWILA r.PLANNING .DEPTr.'.'= IIII IIIjiIlliFihII III I + . t3 :: JCS �. . :\ �y • .J,. �� 4 .t -`rc'w '1iJ.i'.i�i:rJ... T ,:T.t•n.'- •'.ri+:iS1<'!'f3',.�!!" 13 132.80 130.9 . X1J1.50 32.00 130.90, x130.90 129.99 X130.60 x129.79 128.99 X129,19 X130.50 X129.90 30.70 133.80 �sE►I�rt- rap WATER - . X1332 X12 .09 X128.49 . 126,59 x123.6 X a _a-s.ira rad x131ss_ )(1'' 29 .. .X 120.8P . X117.09 X t24. X121.89 114.09 c ' BOUNDARY SHOWN IS AS !SHOWN ON SURVEY BY CHADWIGK SURVEY IN Vol.. l2 OF SURVEYS, • PAGE '75, KING COUNTY WA.; MAR. 3, 1978. 'SCALE•.1 -20 !, IRON . BAR W/oAP FOUND UNLESS NOT.RA '' OTNER . W ISE.:..: NER-. r SAN 1 „ s.5--- -- raw 26.03 DONNED. DRAWN.: TMSHER CHECKED I. • APPROMED ,. ':yff�4i i. 1 � II I I 111 1 11I I 111 1 111 I I1I I I1I I I III1III1III1III1II11.t1�1�1 .111 -11111 111 111 111 111 1 1 11�1111114 .111111.1.1II'IIIII111111HII'1I IIIIIL1111111i-I-IlI III III III IIIII III1II IIIIII111111III'IIIIII 0 I II II IIII�IIIIIIIII�IIII'; IF: THIS MICROFILMED ',DOCUMENT ::!S' CLEAR THAN' TH IS';'NOTICE, .It ;I DUE :PTO TH _, ITY.OF THE,QRIGINAL'�DOCUMENT 111 6Z 8L LZ . 9Z • SZ '4Z EZ I ZZ lZc I II IIII II I 1�1IffI111111I1n1I Pt 171111l?li iiii tr if 1i ll�iiitatif JOB NUMBER 9829 mWIN ENGINEERING, C IVIL ENGWEE'RR G' ' AND _LAND' °, 814; SOUT8.411 84R11517' ;. - :"Phossc ,eos '�ssr ° 0° rem B.M. - EV. 119. OF X114. 14168 1X11 6b'' 15.08 115 118 TOPOGRAPHIC ..SURVEY FOSTER .P,,ARk , TUKWILA FOR :;BRUCE:OATS ;AND ASSOCIATE$ 0 A :1919 91,': CITY ;OCT.UKWILA :. PLANNING:;DEPTr' ." Ftr3..�r._.'i•.� [ �-r rs.t ail`.;.��. ^��•�73;k�5nr`.K�cTc� 136.0 36.10 36.58 135.6 58 134.70 X134.30 4.3 133 x132.80 131.80 x131.40 130.9 x130.9 x 130.50 60 x130.70 x133.80 x134.50 x132.70 32.00 x131:50 x133.2 x 130.50 x 130.20 8 SAN x13.435... x 1 za a - sEMfR 8• WATER •148.1 133.20 130.90 x130.90 x130.60 x129.90 X129.70 BOUNDARY SHOWN IS AS S NoWN ON SURVEY By .CHAOW IGK SURVEYING IN . VOL.. 12 OF' SURVEYS PAGE 7S, KING COUNTY. WA., MAR. 3 1979. 129.99 x129.79 x129.19 x129.49 x130.59 x128.39 x124.59 x128.99 x126.59 x124.49 x12B. 9 x128.59 x126.79 x127.79 521.97 X123.6 x125.49 x125.69 SCALE: 1"1=20 4 .29 ' �. - 20.59 X /22 • X1 . 20.99 x120.89 x119.8 1 9.79 .59 x118.89 x119.19 x125.49 x124. x124.59 SEIIER- x175 89. - x 17.09 41 519.8 /MP- - -- ATER - -- 8 - - -WATER 26.03 I 1- t_II IIII III: 1 • 9 10':. 11..w.n!tiauwn 12 IF. THIS MICRO IL D:. OCUMENT ZS LES ^ ; CLEAR THAN'.THIS NOTICE -, IV`ISG;:DIE .T ITY!OFz TI£..'ORIGINAi.O s. �.' ,.: 6 t t_e._::_�.•. ° .. s ° ,..E.:..�Z,...::f " "9,;.,`.. 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1'. 1 !J III � III 111111I I I p . ,..w. INCH 1 7 . 3" .. 6 96 LZ 9Z °. SC 4Z I MI MITIl aififf ffl gnmanre lrari mti l W na I II II I I III I I II 1111 #10.:t v DESIGNED DRAWN T.FISHER CHECKED y..Q . APPROVED x1 . 2.09 x116.59 5.9 x11 .09 14.9 x119. x121.89 JOB NUMBER 9829 DATE OAT x117.09 x114.69 12.19 120.49 t 21.p9 - 1 - - -- B EV I19. in. N , C1 OF UKWILA. - g1 ,. • SAN 1121.6 el - ' - - TER- - - .1z s* _ - It �9 r 130 - N 114.09 IRWIN :ENGINEERING AND. CI V IL': ENGIREERING BLAND':; SURVEYING 824 • 5001841116' ;'9TRIII7' . TACOML W A 11406 .:, Phan : (t0A -7 1, ;, I x116.59 15.08 TOPOGRAPHIC FOSTER;; PARK,': ; TUKWILA FORBRUCEDEES o y��y ASSOCIATES W WATER VALVE , i FIRE HYDRANT O SAN SEW MANH C.B. CATCH BASIN p POWER. POLE POWER POLE `W/IJ APR 191991 CIT.Y TUKWILA PLANNING` DEPT.