Loading...
21-101296 -Plan Set-08-16-2021-V2slwfiiv�sw I > UFA M►1►I! 1>>kONAM►ONA GNU MAR( eiiri M n 0 :A I oil 0 91MV461ta M gol$ It 0 swZbIff " ti t +-. }r ♦ -" �/Y' } .fie � # ! .�K+r: � �'�.'`!� '�' M1 •+ �. �+r'^ �T,s .�y4� ��+f �• � h_+ Y T 4 }~ 4 r y.,�ti . •T',� �• � ��� +� � � • '� -` •r i �' � �.,ti - _, � 4 .�, �y rt '� . � + ,�.' � irk ' � *'14 �• !" r a..�+e 4�x*�: �. • 'r- "�, '- - � '� ` �' �- _ ,%��" L IF' -fit - �C_.� � F _ � � R ,�� ' x, 7��.7� -_ '� { ..;:'� .�r� �, �•. •� �`'�. ` � }��+ i+' ` � .±5� 1. :�� � ° - ' 7 r r! Yam} M1�• i' I r - _ r.1,� _ - ,may- '+'a M1 •..+.� f-�+'' '�f�'' 'y{� 'ri+� - \+'t' - y �•' - - �� �� �F° �,.. �� ��,� � y'� r� "�. . - .�'. ..e� ._'�� `ieS� .. 'r +�� AK' � , —� } � { ,jam-- �.R - X . � .` # s "Y� it k! yTF I x •� i' Y� .r sop -16 Abl- r - - k f� • - .�' { r y .t J4 .'+> * ' _ t - r. t .`F lG �F4 # r..-. ' lie k � ' + � � �� rt, � ,�• '�•� � - �' � '���+�+ll .r. .- . ,� _ J � .ems' . � �;� _ }!' . +�• mr- Lo VIL Wo .;�' - •�'.Y ~� - [• - .. 'w fix••'; t - - .r' s - + �' ti,�.- ry y __����,!- pr 410 AN 71r; • - .'- +', _ • }� } - } • ' w '• ,� r.?_.ia4 {.s,�,.• r' - _ �, •7 r� � M1� �'�_ �'- i' �3�' i� }h _+`�k ��kJ '� "} r _ - •�f'!ti _ - F_ *•„� +1....� •� 4+d�� - � y r � x �TM '� #,• � � � At 16 � ..�`'� '� may, -' � . _ '' +';>• � � � „ "r .�Y� � rya �•`._ ..� r - �,:�' .r - � ryr .. - +•- -+C S 5 _ .� •+: :yl J"IF*'r r J�'�['l..# ; '�Z'i - - - "5 'g10 • r'� fv`� LTi - - ;, � ', , - , e •�F.T r S. r' 44 _ - �F - :.�` ' � r ; •• � � � � _*"#�'� :N i - � �_` A r + '� y y� �' z� • ,ti7 L�' 'yY� � I '_ ' _ F _ � '� _ •' .. - - ` �� -�' _ - r' �'?at;yam �`�' � �r - �" - ar r' i • - - _' n v, :�� w t. } .. a,+ 1 r+ - - ram' - T 1 -' " ' {'• + .- �kry� ' Ejl. ■1 111 1�1 I I:E !i'1.1�x�1a.- ■�■ 1�1 1�1 I 14 39 a.r.• t� 'w - + },'+G 1 i FEIE�� F■� ++11�4i1�k}tj#I_!�+';APR Ar ssfi' IN - — - _1. 'mimic- x A4 1' � x � - _ _ ' . _ �_ 'a�f ' ��.� � r-• w:�M}'�' �.7 M Y 1 '.�r a Y�..�ir- _�a4� _ _ _ _- `--�� - �� .ri_�� a �� �,•-r �'w„t �4-'f' r �'.. a :��. �.yy �. �, F .� stir .*, :i. `. irE .. :. � �� Y.� * M h*__ _ -.i.. ����•��.i'+' f -,.' + .. .---�_+��-:.i�� v ` . _- _��-.c � _�rt� �- �` � �.�..��� �`�..__ . ��r+ • - � .. - - - _ _ ~ - _ �,i� � ' 'v' � . -+. $ � - •,d'j; :F� �, -- ; !1� y • •* r.�� - - , � sa•�r•Y �'�M . _ e�+�'} - ',�� � _- - .. � - ;� - "�'�'�Y' �', � `� _ - - � �: �'�''-�` -r1�' _ - _ �_ R - - - 'i`'�RS� -�'' .� r - � - - � - - AdwfiL � �� J+ .... Is j'� CA Firi .- -.- ,, N Ah PROJECT IMAGES U Q u E MAIN ENTRANCE & COMMUNITY PLAZA N.T.S. ORIGINAL SHEET IS 30" x 42" copyright 2021 all rights reserved MAIN ENTRANCE PERSPECTIVE KEYNOTES 01 DISTINCTIVE ARCHITECTURAL ELEMENTS (DAYLIGHT MONITOR) 02 SHELTERING CANOPY 03 CLEARLY VISIBLE AND RECOGNIZABLE ENTRY 04 SINGLE STORY AT ENTRY TO REDUCE BULK AND MASSING 05 COMMUNITY PLAZA WITH PEDESTRIAN AMENITIES CONNECTS TO STREET CORNER 06 DISTINCTIVE ROOF SHAPE 07 VARIED AND MULTIPLE STEPPED ROOF LINES 08 VISUAL CONNECTIONS FROM STREET TO OUTDOOR LEARNING COURTYARD WITH PEDESTRIAN AMENITIES 09 VISIBILITY TO ACTIVITIES FROM THE STREET 01 02 03 E 05 a 07 CLASSROOM WING DETAIL ELEVATION KEYNOTES 01 ARCHITECTURAL PARAPET CAP ARTICULATES THE 'TOP' OF THE BUILDING 02 STEPPED ROOF LINE 03 SHADOWBOX WINDOW TRIM 04 CLASSROOM WINDOW BAYS PROVIDES RHYTHM & MODULATION WITH A REDUCED SCALE FOR SCHOLARS 05 LANDSCAPE FORMS NATURAL 'SCREEN' IN FRONT OF THE 'INSETWALL 06 SIDING PATTERN CREATES ARCHITECTURAL INTEREST AT THE PEDESTRIAN SCALE 07 BRICK BASE CLASSROOM WING DETAIL ELEVATION CONTENT REMOVED N.T.S. Al architect MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON CONSULTING ENGINEERS landscape architect_ WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer_ HARGIS ENGINEERS electrical engineer_ HARGIS ENGINEERS food service STAFFORD DESIGN GROUP hazardous materials PBS ENGINEERING surveyor_ AHBL 8979 REGISTERED ITECT KRISTOPHER J. STAMON STATE OF WASHINGTON project_ OLYMPIC VIEW K-8 SCHOOL client FEDERAL WAY PUBLIC SCHOOLS location 2626 SW 327th ST, FEDERAL WAY, WA 98023 Project No. 2016.000 LAND USE PROJECT IMAGES issued LAND USE 26 MAR 21 revision 1 LU RESUBMITTAL 16 AUG 21 drawn_ MR checked_ KS sheet_ LU1.01 NORTH VICINITY MAP U Q u E GRAPHIC SCALE: 1 inch = 32 feet 0 16' 32' 64' 96' ORIGINAL SHEET IS 30" x 42" copyright 2021 all rights reserved PLAY AREA 67,509 SF I �z GROSS AREA ANALYSIS: TOTALS LEVEL 1 40530 SF LEVEL 2 23650 SF SUBTOTAL / BLDG 64179 SF HORIZ PROJECTIONS: 1853 SF = TOTAL ROOF OVERHANGS & CANOPIES GRAND TOTAL: 66033 SF = TOTAL GROSS BLDG AREA COVERED PLAY 3044 SF MECHANICAL PLATFORM 986 SF 26TH AVENUE SW CO 0 PROJECT NORTH LAND USE SITE PLAN 1 /32" = 1'-0" architect MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON CONSULTING ENGINEERS landscape architect_ WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer_ HARGIS ENGINEERS electrical engineer_ HARGIS ENGINEERS food service STAFFORD DESIGN GROUP hazardous materials PBS ENGINEERING surveyor_ AHBL 8979 REGISTERED ITECT VSIRISTOPHER J. STAMON TATE OF WASHINGTON project_ OLYMPIC VIEW K-8 SCHOOL client FEDERAL WAY PUBLIC SCHOOLS location 2626 SW 327th ST, FEDERAL WAY, WA 98023 Project No. 2016.000 LAND USE SITE PLAN issued LAND USE 26 MAR 21 revision 1 LU RESUBMITTAL 16 AUG 21 drawn_ MR checked_ KS sheet_ LU1.02 ZONING CODE ANALYSIS ALLOWABLE HEIGHT, ZONING): HEIGHT LIMITED BY ZONING REQUIREMENTS, SEE AVERAGE GRADE PLANE / BUILDING HEIGHT ANALYSIS. THE AVERAGE OF THE HIGHEST AND LOWEST EXISTING OR PROPOSED ELEVATIONS, WHICHEVER IS LOWEST, TAKEN AT THE BASE OF THE EXTERIOR WALLS OF THE STRUCTURE, OR IT MEANS FIVE FEET ABOVE THE LOWEST OF THE EXISTING OR PROPOSED ELEVATIONS, WHICHEVER IS LOWEST. ABE IS THE ELEVATION FROM WHICH BUILDING HEIGHT IS MEASURED PARKING REQUIREMENTS 1 STALL PER EMPLOYEE X 60 EMPLOYEES = 60 STALLS REQ'D PARKING PROVIDED: EAST PARKING LOT = 43 STALLS REGUALR STALLS: 37 COMPACT STALLS: 3 ACCESSIBLE STALLS: 3 (2 REQ'D) SOUTH PARKING LOT = 20 STALLS REGUALR STALLS:20 COMPACT STALLS 0 ACESSIBLE STALLS 1 (1 REQ'D) PASSENGER LOADING ZONES, IBC 1106.7 I PROVIDE 1 ACCESSIBLE LOADING ZONE PER 100 LF. 400 LF OF LOADING AREA = 4 STALLS @ 20' EACH WSSP S2.4: CARPOOL DESIGNATED STALLS REQ'D FOR 5% OF PARKING STALLS. 63 STALLS X 5% = 4 STALLS REQ'D. 4 STALLS PROVIDED WSSP S2.2 BIKE RACKS FOR 5% STUDENT 4-8TH GRADE + STAFF (150+60) X 5% = 11 REQ'D. 12 BIKE RACKS PROVIDED. WSSP S2.3 PROVIDE INFRASTRUCTURE FOR 1 FUTURE ELECTRIC VEHICLE I CHARGING STATION. 1 PROVIDED, SEE ELECT FOR MORE INFORMATION LOT COVERAGE: LOT COVERAGE: 75% MAX OF SITE TOTAL LOT AREA: 399,915 SF BUILDING AREA INCLUDING CANOPY: 43,174 SF HARDSCAPE: 137,442 SF PLAY FIELD: 42,976 SF TOTAL IMPERVIOUS AREA: 223,592 SF 223,592 SF 1399,915 SF = 55.9% DISTRICT GUIDELINES N V1/ N N 2' INSET 6'-7" OUTDOOR PLAY AREA 75 SO FT PER STUDENT WITH 6' MIN HIGH FENCE STUDENTS 602 X 75 = 45,150 SF REQUIRED AREA PROVIDED 125,750 SF EAST ELEVATION O d c d 378' - 2" PEDESTRIAN PLAZA F LANDSCAPE BUFFER 8' X 2' BAYS - TYPICAL 20,668 / 64,078 = 32.3 % > 1 % = COMPLIES CANOPY 12T LENGTH / 378' - / - : ;.♦...:'............................. .... .... .... .... .... .... .... .... .... ........................ :.:,: _.:.............................................. f ............................. ................::.::.::.::.::.::.::.::.::.::.:::::.::.-::.::.::.::.::.:.: ...................... CD t._. .............. .....1::. ....ti............................................................................... •:•:: •::•::•::: •::•::•::...;............................................................................. pp e O Ci x':.-:.::.::.::.::.::.::.::.::............-: :--- _ _ _ ....1 ....._.,................................................................. .... 1 7-..♦............................................................ ....... N iL ...M............................................................... - .........-::.-::.....-::.-::.-::.-::.-::.-::.-::.-::.-::.-: UN........................................................ :.:-:.:-:.:-:.:-:.:.......: . 11'-2' X 1'-6" INSET 8'-10" ( 18'-0" 14'-9" 19'-0" 18'-11" 42'-1" M 378' - 0" 13-5" X 1'-6" INSET M 0 co 0 N 55'-5" WEST ELEVATION a0 b C BUILDING FACADE MODULATION AND SCREENING OPTIONS a) FACADE MODULATION. MINIMUM DEPTH: TWO FEET; MINIMUM WIDTH: SIX FEET; MAXIMUM WIDTH: 60 FEET. (b) LANDSCAPE SCREENING. EIGHT -FOOT -WIDE TYPE II LANDSCAPE SCREENING ALONG THE BASE OF THE FACADE, EXCEPT TYPE IV MAY BE USED IN PLACE OF TYPE II FOR FACADES THAT ARE COMPRISED OF 50 PERCENT OR MORE WINDOW AREA, AND AROUND BUILDING ENTRANCE(S). (c) CANOPY OR ARCADE. AS A MODULATION OPTION, CANOPIES OR ARCADES MAY BE USED ONLY ALONG FACADES THAT ARE VISIBLE FROM A RIGHT-OF-WAY. MINIMUM LENGTH: 50 PERCENT OF THE LENGTH OF THE FACADE USING THIS OPTION. (d) PEDESTRIAN PLAZA. SIZE OF PLAZA: PLAZA SQUARE FOOTAGE IS EQUAL TO ONE PERCENT OF THE GROSS FLOOR AREA OF THE BUILDING, BUT IT MUST BE A MINIMUM OF 200 SQUARE FEET. THE PLAZA SHOULD BE CLEARLY VISIBLE AND ACCESSIBLE FROM THE ADJACENT RIGHT-OF-WAY. ORIGIN SHEET IS 30" x 42" copyrig t all rights reserved > N w N J W H SERVICE YARD FACADE MODULATION AND SCREENING 1" = 50'-0" NORTH REQUIRED SETBACKS FRONT BACK SIDE EAST SIDE WEST MIN SET BACKS BASE HEIGHT (30' HIGH) 50, 50, 50' 50' INCREASE REQ'D FOR BONUS HEIGHT + 5' FOR EACH ADDITIONAL FOOT UP TO 10') + 50' + 50' + 50' + 50' TOTAL MIN SET BACK REQ'D 100' REQ'D 100' REQ'D 100' REQ'D 100' REQ'D PROVIDED SET BACK 142'-1" 326'-0" 141'-11" 11T-5" ALLOWABLE BUILDING HEIGHT 40' 1 1 ♦ 1 ` 1 1 ♦ 1 ♦ 1 1 ♦ 1 1 ♦ 1 1 ` 1 `♦ 1 1 ` 1 `♦ 1 1 ` 1 `♦ 1 1 1 `♦ 1 `♦ 1 1 `♦ D ; 1 1 `♦� 1 L 1L1 1 G F B A BLANK WALL ARTICULATION E C WALL METHODS APPLIED A, B IV, VII C u, Vn D IV, VII, VIII E IV, VI, VII F IV, VII G IV, VII METHODS TO ARTICULATE BLANK WALLS. (1) SHOWCASE, DISPLAY, RECESSED WINDOWS; (II) WINDOW OPENINGS WITH VISIBLE TRIM MATERIAL, OR PAINTED DETAILING THAT RESEMBLES TRIM; (III) VERTICAL TRELLIS(ES) IN FRONT OF THE WALL WITH CLIMBING VINES OR SIMILAR PLANTING; (IV) SET THE WALL BACK AND PROVIDE A LANDSCAPED OR RAISED PLANTER BED IN FRONT OF THE WALL, WITH PLANT MATERIAL THAT WILL OBSCURE OR SCREEN THE WALL'S SURFACE; (V) ARTWORK SUCH AS MOSAICS, MURALS, DECORATIVE MASONRY OR METAL PATTERNS OR GRILLWORK, SCULPTURES, RELIEF, ETC., OVER A SUBSTANTIAL PORTION OF THE BLANK WALL SURFACE. (THE FEDERAL WAY ARTS COMMISSION MAY BE USED AS AN ADVISORY BODY AT THE DISCRETION OF THE PLANNING STAFF); (VI) ARCHITECTURAL FEATURES SUCH AS SETBACKS, INDENTATIONS, OVERHANGS, PROJECTIONS, ARTICULATED CORNICES, BAYS, REVEALS, CANOPIES, AND AWNINGS; (VII) MATERIAL VARIATIONS SUCH AS COLORS, BRICK OR METAL BANDING, OR TEXTURAL CHANGES; AND (VIII) LANDSCAPED PUBLIC PLAZA(S) WITH SPACE FOR VENDOR CARTS, CONCERTS AND OTHER PEDESTRIAN ACTIVITIES. BLANK FACADE ARTICULATION - 1 " = 50'-0" NORT 1 AVERAGE BUILDING ELEVATION (ABE) AVERAGE OF FINISH (PROPOSED) OR EXISTING ELEVATIONS (WHICH EVER IS LOWER) POINT FG High FG Low EG High EG Low High + Low/2 Average Total/17 Calculated Average A 288.08 287.53 286.56 285.32 285.94 8 287.60 287.53 286.75 285.09 285.92 C 288.08 287.60 289.26 287.74 287.84 288.08 287.60 288.63 287.60 287.84 E 288.08 287.87 289.03 288.47 287.98 F 288.08 288.08 289.03 288.93 288.08 G 289.08 287.43 289.21 289.93 287.76 H 288.08 287.43 289.09 289.08 287.76 I 288.08 288.08 289.10 289.09 288.08 J 288.08 288.08 289.10 289.10 288.08 K 289.08 288.08 289.10 289.ID 288.08 L 288.08 288.03 289.13 288.38 288.06 M 288.08 288.08 289.13 288.86 288.08 N 288.08 288.08 288-86 287.82 287.95 0 288.08 288.08 288.28 287.82 287.95 P 288.08 288.08 288.25 288.13 288.08 Q 288.08 287.60 288.13 286.55 287.32 Total 4890,78 287.7 ABE M 288.08 37.76 G 287.76 '.98 �U - 287.84 J MECHANICAL o SCREEN WALL 't MECHANICAL SCREENING HEIGHT LIMIT - - - - - - - - - - - - - - - - - - BUILDING HEIGHT LIMIT / 31�TOP OF PARAPET o o 288.00 293.00 288.10 FF M AVERAGE GRADE PLANE ------------ --------- - 288.30 ------------------- --- - - --- ---------------------- LOWEST HIGHEST 1 ELEVATION "288. ELEVATION J EAST -WEST BUILDING DIAGRAM EXISTING GRADE Z O -1 C) M W W = N 0 3: _ o ti > O w w Z co M 00- ZONING HEIGHT SECTION Scale: 1/32" = V-0" M N WEST ELEVATION STRUCTURAL MODULATION CALCULATIONS EAST ELEVATION TOTAL LENGTH: 378'-0" STRUCTURAL OFFSET MIN DEPTH REQ'D: APPROX 10% (34'-38') MIN WIDTH OF OFFSET REQ'D: APPROX x2 DEPTH (68'-76') STRUCUTRAL OFFSET DEPTH PROV'D: *68'-5" (--18%) STRUCTURAL OFFSET WIDTH PROV'D: 10V-8" (>x2) *DUE TO THE TRIANGULAR SLOPING FORM THE DEPTH IS MEASURED TO THE MIDPOINT OF THE ANGLED WALL WEST ELEVATION TOTAL LENGTH: 378'-0" STRUCTURAL OFFSET MIN DEPTH REQ'D: APPROX 10% (34'-38') MIN WIDTH OF OFFSET REQ'D: APPROX x2 DEPTH (68'-76') STRUCUTRAL OFFSET DEPTH PROV'D: 35-10" (-10%) STRUCTURAL OFFSET WIDTH PROV'D: 147'-10" (>x2) SOUTH ELEVATION TOTAL LENGTH: 221'-3" STRUCTURAL OFFSET MIN DEPTH REQ'D: APPROX 10% (20'-24") MIN WIDTH OF OFFSET REQ'D: APPROX x2 DEPTH (40'-48') STRUCUTRAL OFFSET DEPTH PROV'D: *86'-1" (--39%) STRUCTURAL OFFSET WIDTH PROV'D: 78'-10 (>x2) *DUE TO THE TRIANGULAR SLOPING FORM THE DEPTH IS MEASURED TO THE MIDPOINT OF THE ANGLED WALL NORTH ELEVATION TOTAL LENGTH: 221'-3" STRUCTURAL OFFSET MIN DEPTH REQ'D: APPROX 10% (20'-24") MIN WIDTH OF OFFSET REQ'D: APPROX x2 DEPTH (40'-48') STRUCUTRAL OFFSET DEPTH PROV'D: 219'-2" (99%) STRUCTURAL OFFSET WIDTH PROV'D: 76'-7" (>x2) STRUCTURAL MODULATION 1 " = 50'-0" architect MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON CONSULTING ENGINEERS landscape architect_ WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer_ HARGIS ENGINEERS electrical engineer_ HARGIS ENGINEERS food service STAFFORD DESIGN GROUP hazardous materials PBS ENGINEERING surveyor_ AHBL 8979 REGISTERED ITECT KRISTOPHER J. STAMON I STATE OF WASHINGTON project_ OLYMPIC VIEW K-8 SCHOOL client FEDERAL WAY PUBLIC SCHOOLS location 2626 SW 327th ST, FEDERAL WAY, WA 98023 Project No. 2016.000 LAND USE ANALYSIS issued_ LAND USE 26 MAR 21 revision LU RESUBMITTAL 16 AUG 21 drawn_ MR checked_ KS %V sheet_ NORTH o LU1.03 EXTERIOR MATERIAL PALETTE U Q as U E GRAPHIC SCALE: 1 inch = 16 feet 0 8' 16' 32' 48' o4l 2a FIBER CEMENT SIDING O BRICK 2B FIBER CEMENT SIDING — DARKER COLOR 2c O COLORED PANELS O MECHANICAL SCREEN WALL O VINYL WINDOWS O SERVICE YARD GATE SCREEN FIBER CEMENT PANELS O STOREFRONT/ CURTAINWALL <�>CANOPY OVERALL NORTH ELEVATION Scale: 1/16" = 1'-0" ET OVERALL EAST ELEVATION architect MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON CONSULTING ENGINEERS landscape architect_ WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer_ HARGIS ENGINEERS electrical engineer_ HARGIS ENGINEERS food service STAFFORD DESIGN GROUP hazardous materials PBS ENGINEERING AHBL surveyor_ 8979 REGISTERED ITECT r KRISTOPHER J. STAMON I STATE OF WASHINGTON project_ OLYMPIC VIEW K-8 SCHOOL client FEDERAL WAY PUBLIC SCHOOLS location 2626 SW 327th ST. FEDERAL WAY, WA 98023 Project No. 2016.000 LAND USE ELEVATIONS issued LAND USE 26 MAR 21 revision LU RESUBMITTAL 16 AUG 21 drawn_ MR checked_ KS ORIGINAL SHEET IS 30" x 42" copyright 2021 all rights reserved Scale: 1/16" = 1'-0" LU1.04 EXTERIOR MATERIAL PALETTE GRAPHIC SCALE: 1 inch = 16 feet O BRICK O COLORED PANELS <�>MECHANICAL SCREEN WALL PM r pill i 2a FIBER CEMENT SIDING n2B FIBER CEMENT SIDING -DARKER COLOR O VINYL WINDOWS 1041- O SERVICE YARD GATE SCREEN \ 11 zc FIBER CEMENT PANELS O STOREFRONT / CURTAINWALL Os CANOPY OVERALL SOUTH ELEVATION Scale: 1/16" = 1'-0" OVERALL WEST ELEVATION Scale: 1/16" = 1'-0" architect MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON CONSULTING ENGINEERS landscape architect_ WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer_ HARGIS ENGINEERS electrical engineer_ HARGIS ENGINEERS food service STAFFORD DESIGN GROUP hazardous materials PBS ENGINEERING AHBL surveyor_ 8979 REGISTERED ITECT KRISTOPHER J. STAMON I STATE OF WASHINGTON project_ OLYMPIC VIEW K-8 SCHOOL client FEDERAL WAY PUBLIC SCHOOLS location 2626 SW 327th ST. FEDERAL WAY, WA 98023 Project No. 2016.000 LAND USE ELEVATIONS issued LAND USE 26 MAR 21 revision LU RESUBMITTAL 16 AUG 21 drawn_ MR checked_ KS 0 8' 16' ORIGINAL SHEET IS 30" x 42" copyright 2021 all rights reserved 32' 48' LU1.05 ■ OLYMPIC VIEW ELEMENTARY SCHOOL A PORT/ON OF THE SE 114 OF THE N W 114 OF SEC. 13, TWN. 21 N. R GEw 3 E. W. M. CITY OF FEDERAL WAY KING COUNTY WA SHING TON. TACOMA • SEATTLE - SPOKANE •TRI-CITIES 2215 North 30th Street, Suite 200 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: •� OL YMPIC VIEW ELEMENTARY SCHOOL JJ .I I I Client: 490.00' N89' 00' 34"W FEDERAL WAY I I I � PUBLIC SCHOOLS ' I 33330 8TH AVENUE SOUTH FEDERAL WAY, WA 98003 MIKE KWASKE LEGAL DESCRIPTION Job No. PARCEL A: THE EAST 520 FEET OF THE NORTH HALF OF THE SOUTH HALF OF THE 2200603.50 SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 13, TOWNSHIP 21 NORTH, RANGE 3 EAST OF THE W.M. EXCEPT THE EAST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR 26TH " AVENUE SOUTHWEST, BY INSTRUMENT RECORDED OCTOBER 5, 1966 UNDER RECORDING NO. 6111206, RECORDS OF KING COUNTY, I I Issue Set & Date: WASHINGTON. I I ; ro PARCEL B: �� THE EAST 520 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 13, ��j - TOWNSHIP 21 NORTH, RANGE 3 EAST OF THE W.M. I I EXCEPT THE EAST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR 26TH AVENUE SOUTHWEST, BY INSTRUMENT RECORDED OCTOBER 5, 1966 UNDER RECORDING NO. 6111206, RECORDS OF KING COUNTY, I I OCTOBER 20, 2020 WASHINGTON. PARCEL C: ' THE EAST 520 FEET OF THE NORTH HALF OF THE NORTH HALF OF THE I SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 13, TOWNSHIP 21 NORTH, RANGE 3 EAST OF THE W.M.; ' OLL EXCEPT THE NORTH 150 FEET THEREOF; I '� F �._............... <cl ALSO EXCEPT THE EAST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR INSTRUMENT RECORDED pF Wash �.� 26TH AVENUE SOUTHWEST, BY OCTOBER 5, 1966 UNDER RECORDING NO. 6111206, RECORDS OF KING COUNTY, co WASHINGTON. "' 5161 �.. w sl0�'AL VERTICAL DATUM Irl N LAWD NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS I � I (n OBSERVATIONS USING WSRN AND GEOID 2012A. I N I N I Tl 1� I n BASIS SSOF BEARING Ln I CID I Q I I NOTICE NAD 1983/11 TTT I I ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS I (� OWNERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECT IDENTIFIED IN THE TITLE BLOCK OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. ARE US SURVEY FEET. GRAPHIC SCALE I I • � I 0 30 60 120 FEET r 1" = 60 FEET 1I I UTILITY NOTES 1. SURFACE UTILITY FACILITIES ARE SHOWN HEREON PER FIELD LOCATED VISIBLE EVIDENCE. THERE MAY BE UTILITIES THAT EXIST ON THIS SITE OTHER :J THAN THOSE GRAPHICALLY DEPICTED HEREON. 2. UNDERGROUND (BURIED) UTILITIES SHOWN HEREON ARE BASED ON I Q4 COMBINATIONS OF VISIBLE SURFACE EVIDENCE, UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS —BUILT OR UTILITY DESIGN DRAWINGS). ALL UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND, IN SOME CASES, ARE SHOWN AS STRAIGHT LINES BETWEEN FIELD LOCATED SURFACE UTILITY FACILITIES. UNDERGROUND UTILITIES MAY HAVE BENDS, CURVES OR CONNECTIONS WHICH ARE NOT SHOWN. / 3. ALTHOUGH LOCATIONS OF UNDERGROUND UTILITIES BASED ON UTILITY I LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS —BUILT OR UTILITY DESIGN DRAWINGS) ARE DEEMED RELIABLE, AHBL, INC. ASSUMES NO ' LIABILITY FOR THE ACCURACY OF SAID DATA. 4. CALL 1-800-424-5555 BEFORE ANY CONSTRUCTION. Qi REVISIONS MADE 11 /5/2020 GD Revisions: EQUIPMENT USED I I 3" TOTAL STATION UTILIZING STANDARD FIELD TRAVERSE METHODS FOR I Sheet Title: CONTROL AND STAKING. I I TOPOGRAPHIC SURVEYOR'S CERTIFICATE - s88. 57' 59"E 490.00' I SURVEY I, DAVID FOLLANSBEE, A PROFESSIONAL LAND SURVEYOR IN THE STATE OF WASHINGTON, HEREBY CERTIFY THAT THIS MAP CORRECTLY REPRESENTS A —__—__—__—_--------------------__—__—__—__—__— SW 327TH STREET.P„��.� SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN OCTOBER 2020 IN COMPLIANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT, I ----- --- \ CHAPTER 58.09 R.C.W. AND 332-130 W.A.C., AT THE REQUEST OF THE FEDERAL WAY PUBLIC SCHOOLS. I - Designed by: Drawn by: Checked by: - \ I GD DF I Sheet No, DAVID FOLLANSBEE, PLS 45161 DATE 1 of 7 Sheets OLYMPIC VIEW ELEMENTARY SCHOOL A PORTION OF THE SE 9/4 OF THE NW 9/4 OF SEC. 13, TWN. 21 N... RGE. 3 E. W.M. CITY OF FEDERAL WAY, KING COUNTY .f WA SHING TON. LEGEND O HUB AND TACK 0 SET NAIL AND WASHER o BOLLARD o MAIL BOX r SIGN AS NOTED ® GATE POST p SANITARY SEWER MANHOLE o CLEANOUT O STORM CATCH BASIN Q STORM MANHOLE 0 ROOF DRAIN ❑ CABLE RISER ❑O GAS METER ►m GAS VALVE POWER TRANSFORMER E---- GUY ANCHOR -0- UTILITY POWER POLE 0 JUNCTION BOX 0 POWER METER © POWER VAULT LUMINAIRE ❑ TELEPHONE RISER M TELEPHONE VAULT FIRE HYDRANT IRRIGATION CONTROL VALVE ® WATER METER M WATER VALVE EW WATER VAULT CONIFEROUS TREE P=PINE F=FIR C=CEDAR DECIDUOUS TREE M=MAPLE U=UNKNOWN A=ALDER CH=CHERRY LEFT TURN ARROW STRAIGHT ARROW & HANDICAP STALL IR IRRIGATION LINES PER RECORD DRAWINGS — — — — W WATER LINE PER RECORD DRAWINGS F FIRE LINE F FIRE LINE PER RECORD DRAWING — — — — — OHP — OVERHEAD UTILITIES — — — — D STORM LINE — — — — S SEWER LINE — — — — D STORM LINE PER RECORD DRAWINGS — — — — S SEWER LINE PER RECORD DRAWINGS — — — — W WATER LINE ----G GAS LINE — — — — P ELECTRICAL LINE — — — — T COMMUNICATION LINE — — — — — OHP — OVERHEAD UTILITIES x—x—x—x FENCE ASPHALT CONCRETE N GRAPHIC SCALE 0 10 20 40 FEET 1" = 20 FEET ........... I I \\ \ \ I I I I I III Of ........... ............. I \\\\ \\\1\ \8 \\\\\ \ \1\ \ \ \ \ \ \\I I \ I \I I\I \II I \ \I I II ...0 Q_� .'Q.�......"...�.:...''.'-:r...... � . ':'::':' ::... .A18 BIG TOY .:::::F- ........... : :.\1. _ 1121 COVERED PLAY AREA ........� CHERR� ::: � L �A18 M18 �F1m UA\20\w �20\.........................'WELCOME' oo.::..::..::... :.;.:;..:.BLDG OVERHANG — — — — — — — — — — — — �\ — O0e .. O EHI � I / I 1 0 1\\\ IIII\ 1_ 0 / -F18 Al I I Fla I III I I I o Q / .... ..................\ C�i�F�RIY12 n cuilninc ' ' ' '1 1 \ \ II N Lr, I �,,F18 I I I I \ \\ 11 \\ \• fa I I I I 1 1 I I OA10 \ \ \I?I \ U101 \ I I / A14 M10 / f � 11I IIII a 16 / U8 IIII ►III I I 1 �jI1 I111�1 - � nA16 1a / III1111 I - � / I \ \ / / �A1I A l l I _ z G�26 I t I ,III \ I J I l i , 0A141 8 I ®2 I // F14 I \\\ / / // CH�RRY14\1 HERRY1 CHERRA ■inr r11 ox2 • , I II 1 I 1 I I I I _ ---------------- 1 /i OCHERRY 1 11 Lf�TCHIPOST — — — / �CHERR`�1 # 1 I I I I X --0 ------ / 1 / 2agi11i1 \xe of 0I LdI - / i /Al2 _-- w A20 nA18 - // I 1 a I RAMP FF=292.70 �I 0 OI w Of L FF= 292.73 I BLDG OVERHANG D I FF=292.69 I FF=292.67 FF=292.72 �r / I / I $ LDG OVERHANG , 6" STORM LINE PER RECORDS ZL — BLDG COLUMN CONC PAVERS, / I U14 ( \ 2 w o I // \\ AHBL #107 U26 / / NAIL AND WASHER / \ CHER / Y 1/ � I \ 2 N:116531.9560 � V �"NO PARKING" ®2g21 E:1259875.7824\1 4' AIN LINK / w i / � ELEV:291.81 \ = �Y �— X X X — � \ / \ a I INE50 \l �� z/ 292 "NO PARKIN18 G - / "P ILL FORWL—P-- -------" \ 1 /a --- ---— — — _ —P� �9 /A. - / /a j . " 1.1�................... i \ �. STEEL PLATE STCB#2265 RIM=289.14 �9� .'._._._._._... w M ______________________________________ _ "'.� �r... / �.\ — o I Cl- .. .'.'. . / / ........'.'.'..'.'......... \ — P _ w 6' CONC NE IE=287.72 v� m _ _ . - \ " / OLYMPIC VIEW EL P_ / - - - 2g1' / EMENTARY N f ....—._ �.\.. ....... ....... ......................................\.i SCHOOL„ _p I / /-- ---- \ -... / �� ✓ / t a--- --- U2Q� —�/ \ /-------- z RR TIC \ / - _ _ _____ _ _____ _ —_ _ _ _ _ - _-____ _ _ _ �_---_-_____•_• Q "DO NOT ENTER" / J I �� 4 1 - _ a \ 12 �� // — STAIRS CURB &GUTTER \1 ;'2 ----- / ,, y / II I"SCHOOL CROSSING U1 0 "DO NOT ENTER" of �� / U10X3 �'9j '9 /� -Er _ CURB & GUTTJ AHEAD" PINE o N/ / // ml ` INE30 RR TIE / 292 M- 8 1 -TF — - STAIRc RR IIE I jn ° Iu1�2� u� / 293 I I I 293 I _�_ \ �/ -- - — 9- _ I IivET� 1 , STAIRS � U16 ---- -- _ / — RR TIE _ RR IE — -- - - —' _ — — I RR TIE �— I a / "FWPS PARKING" �\ 293 0 /� RR TIE � � � I GRAVEL ,DRIP LINE \ 7KING- \/"FWPS KING"W— — _ W— — --/�(TYP.) "FwPs AGRAVEL . GRAVEL / "FWPS PARKING" I ROLLED CURB a — ---W—= 1 A AHBL #104 NAIL AND WASHER 1/.................................... - -%------------ ----- - ---------------------------------------------- ------------------------------- I / l / --- N:116462.6523------------------ -- \ -.. - ----------------- b E:1259634.2728 - --�__-_-_--_-_---_-_---_-_---_-_---_-_---_-_-_-_-_-_---_-_- . -- ...... SW 327TH STREET �_ -— — `° g� ELEV: 289.35 - l `L_ \ - `L - - — — S— — l\ �\ .S88' 57' 59 E 490. S-- S— --S——S----- - / 2 S— -- --- - .— S-----S----- IS— — — — — -- —S—— —\— — . . .......... — — S —S---- ..... ........\\ - - \ -------------- --- -- -------------- ----- --------------------------- ��...--......--...... -! -•-•.......................� .r--.-...--••---•---•---•----------•-----..--- -._ ?\ _—/ ®P--- ----_-- WM----- �---- -1----------------- —_ -/ — —— -- �--- ---------------------_-------------------------�--- ----= -__ _— ----_�N— G G 2'STW IP 8UCL PER PSE ECO DS .---- ---G_ _ — ---• - I zin G--OH—P--< 2OH @=—H$ HP--OHP —OHP— G WM WM OH— — — o—OOHP — — OH OHP— �OP — — - -� ------ --v---------------- ---- WM ®WM o \• W/ LIGHT-------------------- SSMH#2203 RIM=292.17 10" CONC E—W 6" CONC N(FILLED IN) CENTER OF CHANNEL=275.47 LADDER E W/ LIGHT - - - TACOMA • SEATTLE • SPOKANE •TRI-CITIES 2215 North 30th Street, Suite 200 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: OLYMPIC VIEW ELEMENTARY SCHOOL Client: Job No. FEDERAL WAY PUBLIC SCHOOLS 33330 8TH AVENUE SOUTH FEDERAL WAY, WA 98003 MIKE KWASKE 2200603.50 Issue Set & Date: OCTOBER 20, 2020 NOTICE ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECT IDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. A 0 A 0 Revisions: Sheet Title: TOPOGRAPHIC SURVEY Designed by: Drawn by: Checked bv: GD DF Sheet No. 2 2 of 7 Sheets OLYMPIC VIEW ELEMENTARY SCHOOL A PORTION OF THE SE 9/4 OF THE NW 9/4 OF SEC. 13, TWN. 21 N... RGE. 3 E. W.M. CITY OF FEDERAL WAY, KING COUNTY , WA SHING TON. LEGEND 17 HUB AND TACK IL SET NAIL AND WASHER o BOLLARD o MAIL BOX 171 SIGN AS NOTED ® GATE POST O SANITARY SEWER MANHOLE o CLEANOUT 11 STORM CATCH BASIN ❑Q STORM MANHOLE 0 ROOF DRAIN o CABLE RISER R2 GAS METER im GAS VALVE POWER TRANSFORMER E— GUY ANCHOR -0- UTILITY POWER POLE z JUNCTION BOX 0 POWER METER © POWER VAULT 0 LUMINAIRE o TELEPHONE RISER M TELEPHONE VAULT FIRE HYDRANT ^� IRRIGATION CONTROL VALVE ® WATER METER M WATER VALVE QW WATER VAULT I CONIFEROUS TREE P=PINE F=FIR C=CEDAR DECIDUOUS TREE M=MAPLE U=UNKNOWN A=ALDER CH=CHERRY I LEFT TURN ARROW I 4 STRAIGHT ARROW I HANDICAP STALL IR IRRIGATION LINES PER RECORD DRAWINGS I — W WATER LINE PER RECORD DRAWINGS I F FIRE LINE F FIRE LINE PER RECORD DRAWING — — — — — OHP — OVERHEAD UTILITIES I — — — — D STORM LINE — — — — S SEWER LINE I — — — — D STORV LINE PER RECORD DRAWINGS — — — — S SEWER LINE PER RECORD DRAWINGS — — — — W WATER LINE I ----G GAS LINE — — — — P ELECTRICAL LINE — — — — T COMMUNICATION LINE — — — — — OHP — OVERHEAD UTILITIES x—x—x—x FENCE I ASPHALT CONCRETE I N GRAPHIC SCALE 0 10 20 40 FEET 1" = 20 FEET L �jMAPL 8X2 1 M6 X A 12 / M6 \ M6 / \ A2 M6 o \ M6 / 0 (DM 8 �� w 6 CHE�RYA14 / o— / 8 1 _ r I 2 - of -,0 < -i \ \ 1 -F30 I - w I ki - \\ \ \\ A18 X �/ ®2 "-A14� ID \ \X ANA12 \ w \\\ \\\\ \\ \\ \ \\Xa I Q I I \ \ \ \ \ < \\\\\\ \\ \ \ \ I \\ � I °28`f 60 g0•�8 vo. 64 \ \ \ \ \ \ \ I \ \ I ®2 ® AX \ \ \ \ Mh o I \ -)A10 \ \ \ \ IIIII f / \ STCB#5208 RIM=287.07 48 II X 6" CPP W IE= 285.41 \ \ 1 / OM6X� I i I IAI10X�L w 4" CPP E IE=285.41If x \ I ,N I 110 }a °2aa�a J I � NI�II�III / A6 I M12 I I I I Xow I Al o I I b1 - J 0 o / °2j�1IoxLO II / i� X / aga cn 1 I I I III °x 1 / to / /I ►I II�j11 I✓�� // / 11 1 I I '•i� A� - // /I x \ / �� � I I I sta•' g� / 1/ I \ / - A8 r I I \\ I A8� 1 / / X 18" VERT CONC I / I _ \----- 6» IE=287.08G8 — — — I \ I STCB#5151 RIM=289.00 — D ——1+/+D / I 6" CONC W IE=287.22 OA14/ 1 1 I I l ° taa60 sago I 00 / 11 A16 X w ---------------- ®2 --------------------- N I I \ N — �290— 5I •)A10 141 1 \ X - - .. . ---------------------------------- / ------------------------ A6 / A10 -CONTAINE .. I. . .. .......... ......... . i i i ° ° 39 • /®7� 2gp 16 2g0 ° AHBL #120 ° ®2g1• HUB AND TACK N:116998.9300 E:1259846.4490 ELEV: 291.13 --� LONG JL4pM PIT / e -:- - -:-:- -.--.-.-.:.r E I I ::C II -.-------- - -.-. " . . I I-----------------------------�"� /.. bt '-----------------------�...-�-- DRIP LINE ---- -:I:. (TYP.) t."."."."..I".". I --- ---- ---- - - - - - ... TE H` �t`1------------- { \ F 6" WA • - - - 16 BLDG OVERHANG — — — — —............ RUBBER PLAY TOP LOOP PER 1962 M I F--------W---- r "e I r- ROOF EL=303.04 I ° FF=292.70 TACOMA • SEATTLE • SPOKANE •TRI-CITIES 2215 North 30th Street, Suite 200 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: OL YMPIC VIEW ELEMENTARY SCHOOL Client: Job No. FEDERAL WAY PUBLIC SCHOOLS 33330 8TH AVENUE SOUTH FEDERAL WAY, WA 98003 MIKE KWASKE 2200603.50 Issue Set & Date: OCTOBER 20, 2020 NOTICE ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECT IDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. 0 ©❑ A A Revisions: Sheet Title: TOPOGRAPHIC SURVEY Designed by: Drawn by: Checked bv: GD DF Sheet No. 3 3 of 7 Sheets ■ OLYMPIC VIEW ELEMENTARY SCHOOL A PORT/ON OF THE SE 114 OF THE N W 114 OF SEC. 13, TWN. 21 N. R GE. 3 E. W. M. CITY OF FEDERAL WAY KING COUNTY WA SHING TON. TACOMA • SEATTLE • SPOKANE •TRI-CITIES 2215 North 30th Street, Suite 200 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: OL YMPIC VIEW ELEMENTARY SCHOOL Client: FEDERAL WAY LEGEND � . . � � . . � \ J PUBLIC SCHOOLS I Ill HUB AND TACK 33330 8TH AVENUE SOUTH IL SET NAIL AND WASHER ' \ I FE FEDERAL WAY WA 98003 o BOLLARD \ MIKE KWASKE o MAIL BOX I \ 171 SIGN AS NOTED _ \ / ® GATE POST ---------- l4iN LINK ' \ / O SANITARY SEWER MANHOLE - _ 8 / - Job No. o El CLEANOUT STORM CATCH BASIN I I IM1s2X2'- \ `- ��j` N89' 0 34'W ' l ^� 14 \ 2200603.50 0 STORM MANHOLE I \ \ \ P 4 \ \ \ / L4 ® ROOF DRAIN \CHERRY16 / IN, I Issue Set & Date: ❑ CABLE RISER \ \ ❑O GAS METER GAS VALVE / • M6 80� � \ �' �CHERRY16 \ "�CH FE]POWER TRANSFORMER -1��-C34 ' �CHERRY12 I I \\ /� — — — —/ I k — \ �CHERRY8 I � - � GUY ANCHOR // / a2g2.�5 / / � i ^ \ � j — / — — — — \ OCTOBER 20, 2020 � z UTILITY POWER POLE JUNCTION BOX I / /14 \ / / \ \ ®28p!� ®280,�g A// 0 © POWER METER POWER VAULT I / OCHE �Y14 / / 284-�_--- _ _ _ \\ ���— ----- g4 �� �� \ A16 c �—_�� ��� �� ��� 281. \ Al2 \ LUMINAIRE �� / / \ \ / / ®���� A24 _ Al2 �� � M6 / F.L � of wa i l ❑ T TELEPHONE RISER TELEPHONE VAULT \\ / CHERRY8 L / r o �,, \ \ 1 A16 CHERRY6 I J X \ Al�F FIRE HYDRANT CHE RY6 A28 \� / x �\ �r X a — \ 8- — I M 6 / IRRIGATION CONTROL VALVE I — �i \ %� X a28566 --�� 86�� 9\�, ^\ \ \ �84,\�\ I °\ / ° ` \ \ \CHERRY8 A14 M8 �� 45181 ® WATER METER I 0M6 \ ®Z 2g6 \ / ° ® -28 \ 6`_. \ ���� �� �l0NAISTE 9SQ OW WATER VALVE WATER VAULT I \ /�~~~M6 / .`' 6j8 \ \ � - - - CONIFEROUS TREE P-PINE F-FIR C-CEDAR \ / / / // , / \ ` _ — _ 2 _� \\ — — _ — DECIDUOUS TREE M=MAPLE U=UNKNOWN A=ALDER CH=CHERRY I LEFT TURN ARROW I i / / \ / / // / /" __ ___ �' _ ' $7 T \ A10 ��6— — DRIp LlNE 4 STRAIGHT ARROW \ \ \ A14 k / ° // 1� 6 X \ A6 / A16 A14 I ALTERATION of THIS DOCUMENT EUM SHALL INVALIDATE THE \ / p2$ S,•l rLB�I O� _ — X PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED R HANDICAP STALL IRRIGATION LINES PER RECORD DRAWINGS \ I — — — — — / — / / M L 1 O _ MAPLE8 / M8 ° ® �8a-- �°--------— ---_— X r�aa ® $ /A, / L 02 $$ 3 p \ _ e2 ,LgB � X (�\L � X FOR USE OWNERSHIP RIGHTS IN IT. THIS DOCUMENT TITLE ONLY FOR THE PROJECT IDENTIFlED IN THE 11TLE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR TO THAT PROJECT IX2 FOR ANY OTHER PROJECT. — — — W WATER LINE PER RECORD DRAWINGS M16 0 / ) MAPL10X2 � � Gib".ADDITION F FIRE LINE \\ /MAPLE8 R FIRE LINE PER RECORD DRAWING — — — — — OHP — OVERHEAD UTILITIES I M6 / X o / / �67 - - — — — D — — — — S STORM LINE SEWER LINE - - M8 0MAPL 8X2 — — — — D STORM LINE PER RECORD DRAWINGS I 8 — — — — S SEWER LINE PER RECORD DRAWINGS — — — — W WATER LINE ----G GAS LINE — — — — P ELECTRICAL LINE — — — — T COMMUNICATION LINE — — — — — OHP — OVERHEAD UTILITIES x—x—x—x FENCE ASPHALT CONCRETE N 0 OD 0 Revisions: Sheet Title: TOPOGRAPHIC GRAPHIC SCALE SURVEY 0 10 20 40 FEET 1" = 20 FEET Designed by: Drawn by: Checked by: GD DF Sheet No. 4 4 of 7 Sheets OLYMPIC VIEW ELEMENTARY SCHOOL A PORTION OF THE SE 9/4 OF THE N W 9/4 OF SEC. 13, TWN. 21 N., R GE. 3 E. WiffM. CITY OF FEDERAL WAY, KING COUNTY .f WA SHING TON. LEGEND El HUB AND TACK IL SET NAIL AND WASHER o BOLLARD o MAIL BOX 1­1 SIGN AS NOTED ® GATE POST O SANITARY SEWER MANHOLE o CLEANOUT ❑ STORM CATCH BASIN Q❑ STORM MANHOLE 0 ROOF DRAIN ❑ CABLE RISER ❑O GAS METER ru GAS VALVE ❑A POWER TRANSFORMER E--- GUY ANCHOR -0- UTILITY POWER POLE 0 JUNCTION BOX 0 POWER METER © POWER VAULT LUMINAIRE ❑ TELEPHONE RISER M TELEPHONE VAULT IQ FIRE HYDRANT 10 IRRIGATION CONTROL VALVE ® WATER METER N WATER VALVE OW WATER VAULT CONIFEROUS TREE P=PINE F=FIR C=CEDAR DECIDUOUS TREE M=MAPLE U=UNKNOWN A=ALDER CH=CHERRY LEFT TURN ARROW 4 STRAIGHT ARROW HANDICAP STALL IR IRRIGATION LINES PER RECORD DRAWINGS - - - - W WATER LINE PER RECORD DRAWINGS F FIRE LINE F FIRE LINE PER RECORD DRAWING - - - - - OHP - OVERHEAD UTILITIES - - - - D STORM LINE - - - - S SEWER LINE - - - - D STORM LINE PER RECORD DRAWINGS - - - - S SEWER LINE PER RECORD DRAWINGS - - - - W WATER LINE ----G GAS LINE - - - - P ELECTRICAL LINE - - - - T COMMUNICATION LINE - - - - - OHP - OVERHEAD UTILITIES x-x-x-x FENCE ASPHALT CONCRETE N GRAPHIC SCALE 0 10 20 40 FEET 1" = 20 FEET TACOMA - SEATTLE • SPOKANE -TRI-CITIES 2215 North 30th Street, Suite 200 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: OL YMPIC VIEW ELEMENTARY SCHOOL Client: -- \ -r . FEDERAL WAY PUBLIC SCHOOLS END MIC PIN IN CONIC\g6°526°5wECORO DOWN 0.7', CENTERLINE MON � ®WM PER 33330 8TH AVENUE SOUTH AT INTERSECTION OF 26TH AVE ® jER AND 323RD ST (W 0.1' OF CALC POSITION) FEDERAL WAY, WA 98003 I (VISITED 9/25/2020) - I � �� S� � � MIKE KWASKE Sw I S� STCB#514 RIM=263.73 \ STREET 30" CONC NE IE=259.00� Job No. 12" DI SE IE=260.15 2 I 30" CONC SE IE=259.03 ® �6g o 2200603.50 TYPE 2 26,5 - I\\ SSMH#512 RIM=264.80 Issue Set & Date: 8" CONC NW-NE-S I V) CENTER OF CHANNEL=257.77 Q LADDER I STCB#513 RIM=264.14 \\ - 6 12" DI NW IE=260.93 �� \ 1 ��0 'L "SPEED LIMIT" I 12" CONC SE IE=260.88 \ \ I �� �� 265'1 ° 26 l 1 I I OCTOBER 20, 2020 STOP/STREETS 1 I l � .. \.� ��� 5 266�n• I STCB#515 RIM=264.41 1 l V 30" CONC NW IE=260.56 I Z II /45 STCB#516 RIM=263.69 pg wAShrJ�� 30" CONC S IE=260.65 I I W I I I 2 12" CONC NE IE=261.64 ,1;'Q a'•.� J TYPE 2 I II II / ®266g�, 1" 2CONC NW IE=261.39 Cn / I 1 / I m I4M T I � •`•. �..- � ,`moo �/35 I 45161 �s'••.�.��ISTEg�9'•�,,w II/ 26 25 sl o / U I - / I�� N MI I II 26-, °NAL LA>39 s L`J 1 '' STMH#772 RIM=267.48 i\ I _j 30" CONC N IE=261.36 L I 0 1 l IIII / �g6 RETAINING WAL I 30" CONC SW IE=261.38 TYPE 2 LADDER E "SCHOOL 20MPH": I 1 I IIII X 1 III6� 44 "TWIN LAKES„ Y'or, X_ _Ix x \ I 1 I I II II 4?,b,NOTICE I \ ^O - "' I 1 I I I f a�j - ALTERATION OF THIS AND SHALL INVALIDATE THE J �i-- Al �' I 1 PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF q1a \ / ` 1 O,\ \ n \ 30 THIS DOCUMENT DOES NOT HS DEROGATE NT IROM RESERVED ORUSE V V IU: �J OWNERSHIP RIGHTS IN IT. THIS DOCUMENT TITLE FOR USE ONLY FOR THE PROJECT IDENTIFlED IN THE TITLE BLOCK \ \ - 1 o'yc2 \ \ I I I �I II RIP RAP ADDITD IS TO NOT TO BE USE FOR REPAIR, ANY OREMODEL MODTHER LO,R \\ 10 \ \ \ \ . 11 T�-__- r IIII 6a113 M8 \ \ C M121 26 IL 'll - ck T Z Zq I \ OA M12 \ \ \ \ \ \ Z I I - -1 - - i US I I 0CHERRY14 \ Q /// 'M\ \\ \\ \\ �I / / I \ \ M10 `��' 6 1I A22 OA24 \ \ \ II 1 I 3„ I �IN, • \ / / � � � -, \ 1 1 al � � I I I I IN, / \ \ 1 / I I \ I 1 ST VAULT#774 RIM=268.56 \ A18 L / 2�614 \\ / \A2��X2 / / / I I \ U 1 I I ' x 30" CONC NE IE=262.6f I 1 *SOUTH PIPE RECESSED TO FAR IERR 6 \ \\ \ \ \// \ \ (\ (\ \ \ `I \ I ....... iI II / CANNOT SEE* \ \ \ \ A24 ^\ VI AI'4�AC� -\ II I I O ; / I M36 �ft\ET�I\ IN WAIL \ l I 2j li I / X \\ o16 I A18 P STMH#773 RIM=269.26 I 30" CONC NW IE=263.74 I� I I -- I / I /°ZI TYPECONC SW IE=263.76 I I 1 Al 0 1 I l i I Y 30M CONC NIME 266 37 • Ai 1 /- �w \ 30" CONC S IE=266.91 1 I \ 1 12" CONC SE IE=266.94 \A1gHERRY10 81,11 TYPE 2 I Revisions: STCB#775 RIM=271.90 4' CHAR LIB- �'�`L I �3 12" CONC W IE=269.12 X X %� I I✓ 1 `j 1 ICA16 \ I c- I _i N I �: 11 lI\ ; I°2 12" CONC SE IE=269.15 I \ \ 1 I N I y Sheet Title: I 2 l I \ Al I ------\------- ��// I I 1 I 1 1 S--,,CHERRY10 Al I I1 I \I \\ I AHBL #114 <� ^\ 1 1 \ \ \ TOPOGRAPHIC L HUB AND TACK - \ 1 ` ` \ \ \ 10 ( 1 I1 0 T - D - �2 STOP/STREETS N.117157.9797 0 I - - \ 1 \ \\ \ \\ 1 � l I I I 11 I I I I W- - - - - w- SURVEY E:1259985.2421 \ \ I \ 1 I 6 WATER PER RECORD ELEV:289.13p12 Designed by: Drawn by: Checked by: GD DF Sheet No. 5 5 of 7 Sheets OLYMPIC VIEW ELEMENTARY SCHOOL A PORTION OF THE SE 9/4 OF THE NW 9/4 OF SEC. 13, TWN. 21 N... RGE. 3 E. W.M. CITY OF FEDERAL WAY, KING COUNTY , WA SHING TON. LEGEND El HUB AND TACK IL SET NAIL AND WASHER a BOLLARD o MAIL BOX SIGN AS NOTED ® GATE POST Q SANITARY SEWER MANHOLE o CLEANOUT ❑ STORM CATCH BASIN Q STORM MANHOLE 0 ROOF DRAIN ❑ CABLE RISER 0 GAS METER im GAS VALVE ❑ POWER TRANSFORMER E--- GUY ANCHOR -0- UTILITY POWER POLE 0 JUNCTION BOX 0 POWER METER © POWER VAULT A LUMINAIRE ❑ TELEPHONE RISER M TELEPHONE VAULT FIRE HYDRANT �{ IRRIGATION CONTROL VALVE ® WATER METER WATER VALVE OW WATER VAULT CONIFEROUS TREE P=PINE F=FIR C=CEDAR DECIDUOUS TREE M=MAPLE U=UNKNOWN A=ALDER CH=CHERRY LEFT TURN ARROW 4 STRAIGHT ARROW HANDICAP STALL IR IRRIGATION LINES PER RECORD DRAWINGS — — — — W WATER LINE PER RECORD DRAWINGS F FIRE LINE F FIRE LINE PER RECORD DRAWING — — — — — OHP — OVERHEAD UTILITIES — — — — D STORM LINE — — — — S SEWER LINE — — — — D STORM LINE PER RECORD DRAWINGS — — — — S SEWER LINE PER RECORD DRAWINGS — — — — W WATER LINE — — — — G GAS LINE — — — — P ELECTRICAL LINE — — — — T COMMUNICATION LINE — — — — — OHP — OVERHEAD UTILITIES x—x—x—x FENCE ASPHALT CONCRETE GRAPHIC SCALE 0 10 20 40 FEET 1" = 20 FEET I I II M61 A1zf I 11 11 II SW 325TH STREET 1\ I I A16 ` I I I 1 �� I I\ 1 �SSMH#777 RIM=273.90 l I I N 8" CONC N-S-NE ® � CHANNEL=263.04 All \\ Za$�6 II LADDER W ® 1 �8 I A\ \P14/ < / �� I I----G—I —I G Q \ \ \ \ \ a to I y STCB#776 RIM=272.89 12" CONC E IE=270.27 35 MPH I ®2 12" CONC NW IE=270.09 \N�,1 Ja tJ� A1� �,/ / I A�6k A18 / 1 ° 290 AD " \ 2g9 rob\ �8 I / A16 \ \ I I I I I (M6 30' I OAl2 / I j l 1 1 1 A1,6 / m I I IMF I I I I 11,12)1 I I� �� ° II U 1 I I Il I - � r`�"}Al �+ Io1 I II I IIII III w l _ I M8 I �i 6P\\ \\ III o I ° 2g I 290 I I \ .4 �M46" I I I rl Q� - I Q 4 V I I I C/) b v v Mvo I I I I I I! I I I I I I I Io I \ I I I N I\ r I I I � I I I I \ f `� a II m o \ ` II I I I I I P422" 1 I\I I I I I U II 0 Cn IIILd a —° W— — W—� — W—I I I II I \ W/ LIGHT o I I 11 a ° + I M24" ) I I I I Ld F- I\ I I I I I o \ ICn k II � � Z I j YI FF=292.55 I 11 i o mSTCB#503 RIM=281.76 24" CMP N IE=275.68 12" CONC E IE=278.96 1 I 1 = I li 32" CMP S IE=276.31 1 1 I I 01 I I I 12" CONC W IE=278.86 I I I I N It' TYPE 2 I <I I II I I I N 1 I I DI Cn --D j z N I Iw I li co to \ i Ld BORE: PIT 2 I - -_ _ ____3 I o i I I I to I I I ....`� 28 0 iEn 11 X2/3"X2 / DRIP LINE] I I G - / (TYP.) o � �co Co I l V�� o I I I ............... N I, I i o P I 6 1 Ilk DIRECTIONS IPCH8"X4 I I I I I I I i I I I I I STCB#501 RIM=282.06 12" CONC S IE=279.59 12" CONC W IE=279.54 RETAINING WALL I' I I �O e p — W— — SSTOP" — W- 4" WATER PER RECORD SW 325TH PLACE I STCB#502 RIM=280.18 /,,--12" CONC N IE=280.18 RETAINING WALL STREETS Lr PLA ERS I ®�� �SSMH#500 RIM=283.19 0 / \ I U I OLl 1 �% 8" CONC N-E-S w T \ 1 I I CENTER OF CHANNEL=272.99 LADDER W J I I I U II a- I ' o l I o f 7 86 I I I ,` �o o o I I I I I I I J I II I I I I I I I N I w 0 I °�!re I of I I II elfI CH114"I I I I I I I wl I ' "SPEED LIMIT 25" < �\ I�/ I I I I OfLLI 01 .... ► ° I N I II W/ LIGHT = II z w N I I $8 t32 86 I _:= X I I— X I \I„ I I I G �� -- G— —I /< I CH8"X2/�I I I I 1 2O I/ I I. 6' I X I� _ u2o i D I 28 0 Cn TACOMA - SEATTLE • SPOKANE •TRI-CITIES 2215 North 30th Street, Suite 200 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: OL YMPIC VIEW ELEMENTARY SCHOOL Client: Job No. FEDERAL WAY PUBLIC SCHOOLS 33330 8TH AVENUE SOUTH FEDERAL WAY, WA 98003 MIKE KWASKE 2200603.50 Issue Set & Date: OCTOBER 20, 2020 NOTICE ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECT IDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. 0 0 A 0 Revisions: Sheet Title: TOPOGRAPHIC SURVEY Designed bv: Drawn by: Checked by: GD DF Sheet No. 6 6 of 7 Sheets OLYMPIC VIEW ELEMENTARY SCHOOL A PORTION OF THE SE 9/4 OF THE NW 9/4 OF SEC. 13, TWN. 21 N... RGE. 3 E. W.M. CITY OF FEDERAL WAY, KING COUNTY , WA SHING TON. LEGEND 17 HUB AND TACK 0 SET NAIL AND WASHER a BOLLARD o MAIL BOX n SIGN AS NOTED ® GATE POST Q SANITARY SEWER MANHOLE o CLEANOUT O STORM CATCH BASIN Q STORM MANHOLE 0 ROOF DRAIN ❑ CABLE RISER ❑O GAS METER GAS VALVE POWER TRANSFORMER E- GUY ANCHOR -0- UTILITY POWER POLE 21 JUNCTION BOX 0 POWER METER © POWER VAULT LUMINAIRE a TELEPHONE RISER M TELEPHONE VAULT FIRE HYDRANT �^ IRRIGATION CONTROL VALVE ® WATER METER N WATER VALVE 0 WATER VAULT CONIFEROUS TREE P=PINE F=FIR C=CEDAR DECIDUOUS TREE M=MAPLE U=UNKNOWN A=ALDER CH=CHERRY LEFT TURN ARROW 4 STRAIGHT ARROW HANDICAP STALL IR IRRIGATION LINES PER RECORD DRAWINGS - - - - W WATER LINE PER RECORD DRAWINGS F FIRE LINE F FIRE LINE PER RECORD DRAWING - - - - - OHP - OVERHEAD UTILITIES - - - - D STORM LINE - - - - S SEWER LINE - - - - D STORM LINE PER RECORD DRAWINGS - - - - S SEWER LINE PER RECORD DRAWINGS - - - - W WATER LINE - - - - G GAS LINE - - - - P ELECTRICAL LINE - - - - T COMMUNICATION LINE - - - - - OHP - OVERHEAD UTILITIES x-x-x-x FENCE ASPHALT CONCRETE GRAPHIC SCALE 0 10 20 40 FEET 1" = 20 FEET D m Zll I M RAMP I STMH#2087 RIM=286.95 X 30" CMP N IE=279.56 12" CONC S IE=283.37 (FIELD EFFORTS INDICATED DIFFERENT PIPES FROM RECORD DRAWINGS) I I I 8 RETAINING WALL I I N= �o I � I I Lj a_ of 6" STORM LINE PER REORD G - + - - G -_ �- --� �D GI ----�-° D 7/r/ Z,Wj I I I RETAINING WALL j PINE16 o 28 - _I I CD IW/ LIGH I I I ll" I \� STOP/STREETS , WATE I IIRE LOOP R I1962 REC P� ORDS � - 6" WATER PER RECORD -W ROOF EL=311.31 I �N [if OU10 ° I I o SW 326TH STREET w -----\ w I o o I 29 STCB#506 RIM=288.96 0::l�: ' 8" CONC S IE=286.95 Ld I Mw SSMH#507 RIM=289.38 of 8" CONC N(FILLED IN) �� 8" CONC E-S 0 P - - - - 01` P CENTER OF CHANNEL=280.74 LADDER W II ° ca-p :;7z ----�° "DO NOT ENTER" I ........ I �I RETAINING WALL / ) I STCB#505 RIM=289.00 I FF=292.64 Io / 1 Elf 8" CONC N IE=284.90 12 CONC E IE=284.78 U12 1 I I 12" CONC W IE=284.66 I (D / . R 1 I STMH#1628 RIM=289.35 III I I D ° 132" CONC N IE=281.02 I ° "5 MPH"- \ % DRIP LINE / �\BAG 0 RHANG � J� TYP. i� = I I 32' CONC S IE=281.08 - ) _ ..... " . 112" CONC NE IE=282.15 i I�Ul 6 I / 1 ;+. f:- I LADDER W „NO PARKIN' I I N. I �... m ST B#1852 RIM=287,54 12" CMP SE IE=285.62 �.. /......_.: or . -- rl �:::I 1 ,....... . ............... / N "" STCB#508 RIM=287.46 I \ I 132" CONC SEIE 2881892 _..'.':'... - - �p I \ I I I - - 112" CMP NW IE=281.92 A RR -TIE 2" IRRIGATION LINE PER \ I � - STAID$ _ _ - RECORD DRAWINGS, \ G1 I I / O of - �DCP PRK I U10 I -/ ^q� / 89 E ��1 I ° FQWPS PARKINQy/ / I "I " I""" """"""" "SCHOOL CROSSING" GRAVEL Li 6" WATER PER RECORD r_ SSMH#509 RIM=288.26 -----W----°' W---W---- W- - W� I I I �I I 6" CONC SW IE=280.11 ° - -1 - I 8" CONC N f--------------------- ° _------- 10" CONC W-SE I \ O I / I \ CENTER OF CHANNEL=279.83 / I i LADDER E SW 327TH STREET _______________- 268 - - --S- - - - - '� - I / - - -IS ". ""... STCB#504 RIM=287.57 1- f - � - - - - - - - -"- _-_-_-_-_-_ -/ J- - -"- .. --- ".I - - 12" CMP SW IE=285.62 ------...1":"...."":" ..... ... ....-- . - _ 1-1 --------- / I �. STOP 1 2"STW P 8'NCL PER PSE RECORDS ° - - G- - - ----- offF -- TOE WALL W WM a' r:HAIN IINK �I \ \7 p -n -mac - \ E IBUS STOP H� ISTCB#510 RIM=287.48 32" CONC NW IE=282.53 12" CMP NE IE=284.08 I 24" CONC S IE=282.68 12" PVC SW IE=283.80 \ \ TYPE 2 LADDER SW FF=292.69 % i co 0- )Lo- 0)- 00 -U ` U18171 XCifI� �- 4' CHAIN LINK \ "ONE WAY - I I Lj CURB &GUTTER I w to I �.. 190 III I �.......... �I I �� 0 I i 30' I 30' o _ , CD Cf) BLDG OVERHANG,✓_ J 1 C 1 1 I\ I & UNKNOWN RISER 11 I I 1 TACOMA • SEATTLE • SPOKANE •TRI-CITIES 2215 North 30th Street, Suite 200 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Proiect Title: OL YMPIC VIEW ELEMENTARY SCHOOL Client: Job No. FEDERAL WAY PUBLIC SCHOOLS 33330 8TH AVENUE SOUTH FEDERAL WAY, WA 98003 MIKE KWASKE 2200603.50 Issue Set & Date: OCTOBER 20, 2020 NOTICE ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECT IDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. A ©❑ A A Revisions: Sheet Title: TOPOGRAPHIC SURVEY Designed bv: Drawn by: Checked by: GD DF Sheet No. 7 7 of 7 Sheets U Q rn u E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Sheet List Table C0.00 COVER SHEET - C1.00 OVERALL DEMOLITION PLAN C2.00 OVERALL TESC PLAN C3.00 OVERALL GRADING PLAN - C3.20 SITE SECTIONS C3.21 SITE SECTIONS - C4.00 OVERALL DRAINAGE PLAN C4.10 DRAINAGE DETAILS C4.20 STORM DETENTION PROFILES OL)FIA131ic VIEVV 1K 8 SC[i()OL _ C5.00 OVERALL UTILITY PLAN C6.00 OVERALL PAVING PLAN FEDERAL WAY PUBLIC SCHOOLS CITY OF FEDERAL CONSTRUCTION SEQUENCE PROJECT NOTES CITY OF FEDERAL WAY GENERAL NOTES LEGAL DESCRIPTION 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE 1. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO PRE -CONSTRUCTION PARCEL A: OWNER: FEDERAL WAY PUBLIC SCHOOLS HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANT'S CONSTRUCTION CONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING MEETING. THE EAST 520 FEET OF THE NORTH HALF OF THE SOUTH HALF OF THE SOUTHEAST 33330 8TH AVENUE SOUTH - REPRESENTATIVE. PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE QUARTER OF THE NORTHWEST QUARTER OF SECTION 13, FEDERAL WAY, WA 98003 DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY PURVEYOR, OWNER AND THE 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), TOWNSHIP 21 NORTH, RANGE 3 EAST OF THE W.M. (503) 477-2036 CONTACT: MIKE KWASKE 2. FLAG CLEARING LIMITS. ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SEC. APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE EXCEPT THE EAST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR 26TH AVENUE 1-07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND THE METHODS DOCUMENTS ARE SUPPLEMENTED BY THE MOST RECENT VERSION OF THE STANDARD SPECIFICATIONS SOUTHWEST, BY INSTRUMENT RECORDED OCTOBER 5, ENGINEER: JACOBSON CONSULTING ENGINEERS 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE. OF CONSTRUCTION FOR WORK SHOWN ON THESE PLANS. FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD 1966 UNDER RECORDING NO. 61-11206, RECORDS OF KING COUNTY, WASHINGTON. 255 S KING STREET, SUITE 800 _ STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE PARCEL B: SEATTLE, WA 98104 _ 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 2. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT, AND ALL SOIL WORK IN THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY THE EAST 520 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST (206) 426-2600 CONTACT: SASCHA EASTMAN _ GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE CITY OF FEDERAL WAY STANDARDS. ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL QUARTER OF THE NORTHWEST QUARTER OF SECTION 13, SASCHA@JACOBSONENGINEERS.COM 5. INSTALL OFFSITE CATCH BASIN PROTECTION. CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. TOWNSHIP 21 NORTH, RANGE 3 EAST OF THE W.M. - 3. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL LAND SURVEYOR TO REFERENCE EXCEPT THE EAST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR 26TH AVENUE 6. CONSTRUCT SEDIMENT TRAP/POND. EXISTING MONUMENTS ON OR ADJOINING ESTABLISHED SAID POINTS AT PROJECT COMPLETION. THIS 3. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY SOUTHWEST, BY INSTRUMENT RECORDED OCTOBER 5, REESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY PREVIOUS TO DEMOLITION OR ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE 1966 UNDER RECORDING NO. 6111206, RECORDS OF KING COUNTY, WASHINGTON. _ 7. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. CONSTRUCTION AND TO RECORNER RECORD AS DESCRIBED IN W.A.C. 332-120. CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED PARCEL C: UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. THE EAST 520 FEET OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTHEAST - 8. INSTALL INTERCEPTOR SWALES/BERMS AND CHECK DAMS. 4. CONTRACTOR SHALL MAINTAIN A 5 FOOT MINIMUM HORIZONTAL CLEARANCE FROM THE WATER MAIN QUARTER OF THE NORTHWEST QUARTER OF SECTION 13, AND OTHER UTILITIES (i.e. GAS, CABLE, POWER, ETC.). IF SAID CLEARANCE CANNOT BE MAINTAINED, 4. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY TOWNSHIP 21 NORTH, RANGE 3 EAST OF THE W.M.; 9. ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM AND RETENTION/DETENTION CONTACT ENGINEER FOR APPROVAL AND RECORD EXACT MEASUREMENTS OF THE UTILITY LINES ON THE OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, EXCEPT THE NORTH 150 FEET THEREOF; FACILITIES. PROVIDE INLET PROTECTION WHERE INDICATED. AS -BUILT DRAWINGS. A 10 FOOT MINIMUM HORIZONTAL CLEARANCE MUST BE MAINTAINED BETWEEN ETC.) ALSO EXCEPT THE EAST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR 26TH - WATER MAIN AND SANITARY SEWER. AVENUE SOUTHWEST, BY INSTRUMENT RECORDED OCTOBER 10. INSTALL REMAINING UTILITIES AND BUILDING. 5. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE 5, 1966 UNDER RECORDING NO. 6111206, RECORDS OF KING COUNTY, WASHINGTON. 5. SCHEDULE WITH CITY AND OWNER (96 HOURS MINIMUM NOTICE FOR WATER MAIN SHUT DOWN ON THE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION 11. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, SIDEWALKS, CURBS SCHOOL SITE). INSTALL CITY STANDARD TESTING CONNECTION ON NEW WATER MAIN FOLLOWING REPRESENTATIVE. AND GUTTERS. COMPLETION OF NEW WATER SYSTEM CONSTRUCTION, TESTING, AND ACCEPTANCE BY THE CITY, VERTICAL DATUM REMOVE TESTING CONNECTION AND INSTALL SEGMENT OF DI PIPE, LENGTH TO SUIT, WITH TWO LONG 6. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS 12. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. PATTERN SLEEVES. INSTALLATION AND CONNECTION TO EXISTING WATER SYSTEM SHALL BE WITH 100% IN PROGRESS. NGVD 29 - CITY INSPECTION. FEDERAL WAY VERTICAL BENCHMARK FW103 13. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENT AND DEBRIS. 7. ON -SITE CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY MONUMENT IN CASE AT INTERSECTION OF SW 323RD STREET AND 32ND AVE SW 6. UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NOT A GUARANTEE THIS IS 7:00 A.M. TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8:00 P.M. ON PUBLISHED ELEVATION 233.14 - 14. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. THAT ALL UTILITY LINES ARE SHOWN OR THAT THE LOCATION, SIZE, AND MATERIAL IS ACCURATE. THE SATURDAYS. CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSINGS, INTERFERENCE'S OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO 8. RIGHT-OF-WAY CONSTRUCTION IS ALLOWED 8:30 A.M. TO 3:00 P.M. MONDAY THROUGH FRIDAY. BASIS OF BEARING DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE WRITTEN AUTHORIZATION TO WORK OUTSIDE OF THESE HOURS MUST BE GRANTED BY THE PUBLIC WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE - APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE WORKS DIRECTOR. CITY OF FEDERAL WAY HORIZONTAL CONTROL CALL AT 811 AND ARRANGE FOR PUBLIC AND PRIVATE FIELD LOCATION OF EXISTING FACILITIES BEFORE HOLDING MONUMENT NUMBERS FW103 AND FW102. - CONSTRUCTION. 9. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. POINT NO.FW103 7. SCHEDULE WITH CITY (48 HOURS MINIMUM NOTICE) FOR WATER METER SHUTOFF AND TO RETIRE AT THE INTERSECTION OF SW 323RD ST W/ - METERS. 10. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS 32ND AVE S - SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY - REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. POINT NO.FW102 AT THE INTERSECTION OF SW 320TH ST W/ Q - 11. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 18TH AVE SW. 1 - 12. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE - EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE PROPERTY INFORMATION CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. PARCEL NUMBER: 1321039008 - 13. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8" CRUSHED ROCK AND SITE ZONING: RS 7.2 COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE - TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF -COMPACTED PLOWABLE FILL) AS DEFINED BY WSDOT 2-09.3(1)E. THE AGGREGATE WILL BE 3/8-INCH MINUS. EARTHWORK QUANTITIES - 14. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE - WITH WSDOT 2-06.3. EXCAVATION 6,410 CY FILL 3,793 CY - 15. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE NET EXCAV/FILL 2,617 CY _ PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE TOTAL EARTHWORK 10,203 CY RESTORED IN ACCORDANCE WITH KCRS 8.03(B) 3. NOTE: ' 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, THE QUANTITIES SHOWN ARE PRELIMINARY ESTIMATES ONLY AND INTENDED ' PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND FOR MUNICIPAL PERMITTING AND REVIEW FEES. THE CONTRACTOR SHALL - SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF IGNORE THESE QUANTITIES, THEY ARE EXCLUDED FROM THE BID DOCUMENT - WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INFORMATION. THESE VOLUMES SHALL NOT BE USED BY THE CONTRACTOR AS INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF A BASIS FOR ANY CONTRACTUAL INFORMATION. THE CONTRACTOR SHALL - TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 -TRAFFIC PREPARE THEIR OWN EARTHWORK QUANTITIES BASED ON THE INFORMATION - CONTROL, SHALL APPLY. PROVIDED IN THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO DRAWINGS, SPECIFICATIONS, AND THE GEOTECHNICAL REPORT. - 17. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST ' EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EXISTING LAND COVER AREA (ACRES) IMPERVIOUS AREA 3.46 LANDSCAPE AREA 3.69 FORESTED AREA (UNDISTURBED) 2.27 TOTAL SITE 9.42 PROPOSED LAND COVER AREA (ACRES) IMPERVIOUS AREA 5.13 LANDSCAPE AREA 1.67 FORESTED AREA (UNDISTURBED) 2.38 TOTAL SITE 9.18 - 18. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 19. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. - ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE VICINITY MAP - CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT - EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. s m a SW 3341h it Q - 3 P• P � N N _ S 3116u, St S 308N 5[ - K SW 3121fr Sr 5 312th St - - r- In •Tj '� y h+ Dasjl poillE 5�435h� a s 317r6 St - . C]esfr Poi 1r S[a1.ePark 'irn 5t 4 Federal Way S32ath st - Golf ank . _y Cnunry{I p SITE L ' _. 5 12d17n `- •- L F - e�om MohEls Memo Perk Golf L - Ca-y [lub b aarf a 5330th St ' Jr<Ii R� Wrirr hM�'+A NE i � q N A, SW 333nd pl �S m h s �+ 1AJJ11 polo[ Bird I'•,�f 5W Ca[I7ff,_ • A6th SA ore Golf F' Q $99 � 3 - ql �J r 4- ' rrn sang 'Y 51N 344rh5[ m K °rr a S U& N St � 1 & HarFo. m � ^: sCreek } ±+I irn,•.,y ,r 24th St T4V SW 35GCh St z 594 L'f- 3 ORIGINAL SHEET IS 30" x 42" copyright 2020 all rights reserved architect_ MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON CONSULTING ENGINEERS landscape architect_ WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer_ HARGIS ENGINEERS electrical engineer_ HARGIS ENGINEERS food service STAFFORD DESIGN GROUP hazardous materials PBS ENGINEERING surveyor_ /_1:131 project_ OLYMPIC VIEW K-8 SCHOOL client_ FEDERAL WAY PUBLIC SCHOOLS location_ 2626 SW 327th ST. FEDERAL WAY, WA 98023 Project No. 2016.000 COVER SHEET issued_ LAND USE 26 MAR 21 revision_ Qi LU RESUBMITTAL 16 AUG 21 drawn_ DJD checked_ JAJ sheet_ CO.00 CU a E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GENERAL DEMOLITION NOTES LEGEND Call before you. Dgg.8-1-1- • 1. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION FENCING AROUND JOB SITE TO PROPERTY LINE N 79JJ'06" E - 46.81' SANITARY SEWER or 1-800-424-5555' PROTECT PUBLIC AND MAINTAIN PROJECT SITE. CONTRACTOR HAS THE OPTION TO SUPPLEMENT - - -ss �ss� UNDERGROUND- . CONSTRUCTION FENCING WITH EXISTING ON -SITE CHAINLINK FENCING. SAWCUT LINE - - SANITARY MH/CO SSMH OSSCO N( x SERVICE (USA) - �A� it - 2. CONTRACTOR SHALL POTHOLE AND VERIFY OR HIRE PRIVATE UTILITY LOCATE COMPANY TO LOCATE REMOVE CURBING GAS MAIN/SERVICE 0 15 30 60 •GAS - GAS�� _ ALL UTILITIES WITHIN THE JOB SITE PRIOR TO STARTING CONSTRUCTION. _ REMOVE ASPHALT PAVEMENT GAS METER/VALVE AGM MGV x SCALE 1 �� - 30' 3. A DEMOLITION PERMIT MUST BE OBTAINED AT THE PUBLIC WORKS PERMIT COUNTER PRIOR TO - • ANY DEMOLITION ACTIVITY. REMOVE CONCRETE PAVEMENT ELECTRICAL SERVICE E E " 71 4. CONTRACTOR SHALL RETAIN A COPY OF THE CITY OF FEDERAL WAY PUBLIC WORKS DEVELOPMENT DEMOLISH BUILDING ELECTRICAL JBOX/VAULT STANDARDS AND HAVE ON -SITE DURING CONSTRUCTION. THE MOST CURRENT PDF VERSION IS AVAILABLE ONLINE AT: https://www.cityoffederalway.com/development-services REMOVE TREE(S) OVERHEAD POWER DPP , �op FENCING TELEPHONE SERVICE TELE , T T� � - STORM DRAINAGE PIPE -SDIRS FTI X ET- YD/CO/CB/CB 2/MH xx x X - WATER MAIN w�� - FH/FDC/PIV/VALVE x x - SSMH#507 RIM=285.81 SSMH#509 RIM=284.69 COORDINATE WITH PSE FOR DECOMMISSIONING 8" CONC N FILLED IN STCB#508 RIM=283.89 • � Sr VAULT 774 RIM=264.99 N(FILLED � 6" CONC SW IE=276.54 # AND DISCONNECTING POWER TO EX SCHOOL 8" CONC E-S 32" CONC N IE=278.32 30" CONC NE IE=259.Ot STCB#506 RIM=285.39 8" CONC N , *SOUTH PIPE RECESSED TO FAR AND PORTABLE BUILDINGS. 8" CONC S IE-283.38� CENTER OF CHANNEL=277.17 312 CONC SE IE=278.35 I 10" CONC W-SE CANNOT SEE* SSMH#777 RIM=270.33 LADDER W 12" CMP NW IE=278.35 CENTER OF CHANNEL=276.26 ` STC8#775 RIM-268.33 8" CONC N-S-NE LADDER E _ 12" CONC W IE=265.55 CENTER OF CHANNEL=259.47 S7CB 502 RIM=278.86 8"CB#505 RIM=285.43 12" CM 04 RIM=28 2.0 SSMH#512 RIM-261.23 # STMH 2O87 RIM=283.38 = CONTRACTOR SHALL UTILIZE I 12" CONC SE IE=265.58 LADDER W 12" CONC N IE=276.61 # I► 8" CONC N IE=281.33 12" CMP SW IE=282.05 30" CMP N IE=275.99 � � 12" CONC E IE=281.21 EXISTING ON -SITE PARKING I 8" CONC NW-NE-S LOT PAVEMENT FOR STAGING _ / I I CENTER OF CHANNEL=254.20 12" CONC S IE=279.80 PROTECT EX UTILITIES ALONG N 12" CONC W IE=281.09 ® I / I \ LADDER N N (FIELD EFFORTS INDICATED STMH#773 RIM-265.69 N W THE FRONTAGE AND IN THE M W LAYDOWN, AND CONTRACTOR \ - (� W STCB#776 RIM=269.32 SSMH 500 RIM=279.62 DIFFERENT PIPES FROM RECORD RIGHT-OF-WAY TO REMAIN / STMH#1628 RIM=285.78 PARKING. REMOVE AS 30" CONC NW IE=260.17 C I 12" CONC E IE=266.70 STCB#501 RIM=278.49 M V� # DRAWINGS) � � 32" CONC N IE=277.45 V \ STCB#516 RIM=260.12 7YPEC�NC SW IE=260.19 12" CONC S IE=276.02 8" CONC N-E-S UNLESS OTHERWISE NOTED. \ REQUIRED FOR - 12" CONC NW IE=266.52 _I 32" CONC S IE=277.51 CENTER OF CHANNEL=269.42 / / 12" CONC NE IE=258.07 \ 12" CONC W IE=275.97 12" CONC NE IE=278.58 CONSTRUCTION PHASING. \. x Q \ \ LADDER W - X X Is �/- 19L ON NW IE=257.82- = - ~ \ \ - = --- \ -- -- -- -- -- - -- -- -- - - _ -- -- -- -- LADDER W - -- - -- -- --�� _74 M M (IS- - -- - 0 �� w S I p P d d-� ��� \ �P M M /i! - _ �w - - c / /-------- _ - - Q - h SAWCUT AND REMOVE ' -- "y' SS REMO �`L1� 1`L� 1^� '��°� EX CONCRETE SIDEWALK Q `b� �� 1`b� �� 0 28 :; SO �� �� ° _ �/ _ AND ROLLED CURB _ �' �� 26TH AVENUE SVIl�� - �/ �- - - - - 3� o EX TR S / - s ssy s v s �S v \y v (MINOR COLLECTOR) v " v Ss-ss ss Ss - SS / '---_ \ \ \ ss \ �s \ ss \ ems\ s \ GAS - GAS GAS SVG ° ° ° VG- �- ° SdJ� \ ��SV9 SHE \ S /J�_ -�� 0 ' > sd� v_ sys d� � - - -IT dn .�L�bC - i- \ i1 - - - - / / - - BE-A/IO EX ° I- l REMOVE EX %� 28�\ ° ✓ / /- / ��_ �21� - - - - / - - - \ CONTAINER --;! 1 \ / - 1 1 1 I STCB 510 RIM=283.91 sf #�26M ►- - - - / �#50 280- ASPHALLkL �\ I I I # tit src IM278.19 _ % 0"CONC NIE=�6280\���1 \_/� -- -- �i24�CMP 1=27 28i--- __---- \ � �`L1 i - - 17'PNC_E IE= .39 5M0 - / 1 / 30" CONC S IE=2.34 / 1 i - - -- �r // 12" CONC 1�263R � / ��1�R E � � � � - _ _ - � rrnE22 T-�t�ES ��yp'l \ r { ygS - - S7CB 514 RIM=260.16 30" CONC NE IE=255.43 ( ) I �', `_', _, PRO T / _ / - - - - -_ _� 28g-- 12" DI SE IE=256.58 / I ` T TO R ANV i �� \ - - - - - -- - - - _ - II I d >N o �\ X / 32" CONC NW IE=278.96 - L' IN \ - y %>, + / I ' 12" CMP NE IE=280.51 zox�/ 24" CONC S IE=279.11 T ( 12" PVC SW IE=280.23 / I I } TYPE 2 LADDER SW STMH#772 RIM=263.91 / / / _ L _ r 30" CONC SE IE=255.46 / ( \ \ J r r- - - - - / - -, - - I l - 30" CONC N IE=257.79 \ � � � � i2 .-- � - - - / ' � � - 287- - - x � '� � � I _ $ \ \ TYPE2 \ I - -� _ 286-- -_� __ -- --�8�--- ,I i' S - I 30" CONC SW IE=257.81 I I l ( ( ( - _ �`L� - _ _ _ i - TYPE 2 LADDER E `� \ \ J - --RE1C/IOVE EX ASPHALT WALK TO BE o 28� ® REMOVE EX TREE STCB#513 RIM=260.57 I / / - / / _. 5D _ i I , \ 12" DI NW IE=257.36 /� \ ) //// r - \2 REPLACED AS REQUIRED FQR GRADE TRANSITION FROM ROW i�i 12" CONC SE IE=257.31 \ "� / - / AND SITE PARKING LOT AND / STCB#515 RIM=260.84 / /l \\ ° ROOT DAMAGE. SEE SHEET C7.01 - / � � � / / /ry/ / / I � 30" CONC NW IE 256.99 W / / m o 30" CONC S IE=257.08 I / \ / /// \ - o �_ �� �- TYPE2 \ // \ \\ \ \ REMOVE EX FIRE HYDRANT AND BOLLARDS I J --' -, I I `f) \/ , AHBL #114 / DEMOLISH EXISTING BUILDING AND ~\I / / \ \ \ \ \ \• ) HUB AND TACK REMOVE EX ALL ASSOCIATED APPURTENANCES - / / \ \ I I N:117157.9797 BACKSTOP FENCING , ,;: - r- --- S I REMOVE EX :1259985.2421 r = N-,/ ELEV: 285.56 SIGNSTYP \ I - s ! (TYP) \ I \ REMOVE- \ SOCCER GOAL I = -E-01 00 T / 00, � i=- 1 REMOVE - I \ \ \ EX TREES I F - REMOVE I 8 s- _ 00 / _ I REMOVE CONCRETE \AIBUILDING � REMOVE EX FIRE HYDRANT AND BOLLARDS. ALL ASSOCIATED STRIP AND WALKWAY N EX AROUND BUILDING (TYP) _ _ APPURTENANCES ! ) -- I I I FIRE HYDRANCAP WATER T 0 REMAIN IN UAT VALVE. SE DURING CONSTRUCTION�I I \ \ \ I I CONSTRUCTION UNTIL NEW FIRE HYDRANTS / 1 - J / / REMOVE EX 6" ON -SITE _ _ f / AHBL #107� I ALONG SW 327TH ST ARE INSTALLED, / I I \ WATERMAIN (TYP) 288- AND WASHER \ I REMOVE EX LIGHT POLE 116531.9560 1 I d, INSPECTED, TESTED, APPROVED, AND TURE, FOUNDATION, AND 1 259875.78 r�l ° `- ,� BROUGHT ONLINE. SEE SHEET C5.00. LECTRICAL CONDUIT (TYP) ELEV:28 I I \N'!\ I \ \ - II Nc5� �\ = P\ /-- NO, REMOVE EXISTING BACKBOARD, HOOP, I OLL I �(� I \ I LONG JUMP PIT POST AND FOUNDATION REMOVE EX \ ! X � a - I I I J I TETHERBALL POST \ II I II O AHBL #120�]/ AND FOUNDATION - / HUB AND TACK N:116998.9300 ICC E:1259846.4490- \ ELEV: 287.56 - - - - 281r REMOVE EXISTING / I - / ® o ASPHALT PAVEMENT ° \ REMOVE EX CATCH BASIN AND I I ASSOCIATED STORM PIPINGCIO ' \REMOVE EX CHAINLINK FENCE. \ // ® I I / 1 ) T \� CONTRACTOR HAS OPTION TO USE Ejj�CISTING FENCE AS SUPPLEMENTAL ✓ I ca \ ( y j \ l o ® _ I I REMOVE EX RAILROAD TIE - \ PE �2IMETER CONSTRUCTION I DEMOLISH EX COVERED PLAY AND I I / /� I WALLS AND CONCRETE FENCING IF HEIGHT REQUIREMENTS I I I I _ STAIRS AND HANDRAILS . • _ _ I \ \ I // I ARE MET TO PROVIDE SITE SECURITY I � ALL ASSOCIATED APPURTENEANCES, - - I � _ _ _ I m I SAFETY PROTOCOLS ( TYP) . �28�� INCLUDING DOWNSPOUTS, GUTTERS, I - I I SSMH#2203 RIM=281 ALONG SW 327TH STREET, t /� � ® \ I % \ AND STORM DRAINAGE PIPING 10" CONC E-W FRONTAGE (TYP) 00 00 _ / I 6" CONC N(FILLED II / ' / 1 11 I 1 I 1 `" L �/ / CENTER OF CHANNEL=271.9G - I N M /M M 'ADDER E / 1 \11 CONTAINER INER � I - ,/ � \ ', ' - / I I I 1 \ REMOVE EX 0 ° / �� REMOVE - x / I I \ �\ \ \ SOCCER GOAL REMOVE EX PLAY / J REMOVE EX \ I /��� AN � $ \\ I /. � EX TREES - / I I \ \ \ SURFACING MATERIAL/ I BACKSTOP FENCING I I \; DEMOLISH EX COVERED PLAY AND - - � _ ° /- �! ALL ASSOCIATED APPURTENEANCES, - - - - I ° / / I 6T C#52PP W81EI =28450 1 _ - _ I I INCLUDING DOWNSPOUTS, GUTTERS,- \ J I AND STORM DRAINAGE PIPING -_- - ' -� - - RW PROTECT(5)EX �c, `�� �- / / 4" CPP E IE=281.84 /\ ` I / - / - - -FATS T6Ridl P1 I ° \ ��� \ I - - TREES TO REMAIN � / I ° 0 `J� _-� ___- \ I \\ \\ \��� I\\ I 1 I III IN THIS AREA - El -- - 28----- - --- - - 2g� �/ 1 \ �- _ _ -- _ - _�L / 28?- s /- \ _ _ , �\ 3 \ / _ _ _ _ 282 - _ -��- , / - �280- \ \ \ x - AHBL #1 4 ' CONTRACTOR SHALL / \ /_ J/��\ _28888� - ` , _ / /- \ \ - WAHER 1 \ \ \ 7 / /� - - - - - - -- - - - - - 279- - _ _ - _ -�� _ il� �279- - - - \ ��� \ \ ✓ ` ,1, \�6' �8� N:11646 6 \ I UTILIZE EXISTING ON -SITE /\ \ 1 / / / - 27�76- - -'� 1� - / / \ \ \ N \ E:12596 4.2 28 PARKING LOT PAVEMENT R� OVE 276- \ \ I FOR STAGING LAYDOWN \ \\ EX \ / \ \ , �� - J / / / / , / / �- ` i- \ \ \ n �.Z J / �L / \ - \ ° / ° AND CONTRACTOR l \ -� \ J / / i 275- \ i / ��1 / \ \ \�� \ \ \ \ \ - �� I \ i PARKING. REMOVE AS \�27fr- _-� �1� / 2j -__\ \�j� \ \`- _\ \ \ \ ° REQUIRED FOR \ \ \ ` - / _ - 1 \ - - - - " \ \ ` -� - I \ , CONSTRUCTION PHASING. - \ \ / Cn \ I� . . . . . . . . . . . . . . . . . . . . . . I. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . ./. . . . . . . . . . . . . . . . . . . . . . . .I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1. . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - ORIGINAL SHEET IS 30" x 42" copyright 2020 all rights reserved architect_ MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON CONSULTING ENGINEERS landscape architect_ WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer_ HARGIS ENGINEERS electrical engineer_ HARGIS ENGINEERS food service STAFFORD DESIGN GROUP hazardous materials PBS ENGINEERING surveyor_ le1:l 31 8/IG/2o21 project_ OLYMPIC VIEW K-8 SCHOOL client - FEDERAL WAY PUBLIC SCHOOLS location_ 2626 SW 327th ST, FEDERAL WAY, WA 98023 Project No. 2016.000 OVERALL DEMOLITION PLAN issued - LAND USE 26 MAR 21 revision_ Qi LU RESUBMITTAL 16 AUG 21 drawn_ DJD checked_ JAJ sheet_ C1.00 U Q rn U E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CITY OF FEDERAL WAY EROSION/SEDIMENTATION CONTROL NOTES GENERAL TESC NOTES LEGEND Call before you. Dgg.8-1-I- . 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE 12. WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D, SECTION 1. PROVIDE CATCH BASIN PROTECTION AT ALL CATCH BASINS RECEIVING SURFACE PROPERTY LINE N 7933'06" E - 46.81' or 1-800-424-5555 ` DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO D.2.4.2 OF THE KCSWDM ARE IN EFFECT BEGINNING OCTOBER 1 FLOW FROM CONSTRUCTION AREAS, (TYP.) UNDERGROUND. DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, ENSURE THEIR CONTINUED FUNCTIONING. THROUGH APRIL 30. LIMITS OF CONSTRUCTION - - - LIMIT - SERVICE (USA). RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. CONTRACTOR IS RESPONSIBLE FOR TREATING ALL CONSTRUCTION STORMWATER 0 15 30 60 1 " . 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A RUNOFF TO DISCHARGE AT NO MORE THAN 25 NTU OVER BASELINE. THE IS INTERCEPTOR SWALE . . 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE SYSTEM SHALL BE DESIGNED, INSTALLED, AND OPERATED BY THE CONTRACTOR. . MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC PERIOD OF 2 DAYS (WET SEASON) OR 7 DAYS (DRY SEASON), SHALL BE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE THIS SYSTEM MAY INCLUDE BUT NOT LIMITED TO: SURFACE PONDS, PERMANENT FF FILTER FABRIC FENCING SCALE 1 �� - 30' _ FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO VAULTS, BAKER TANKS, FILTRATION SYSTEMS, PUMPS AND HOSES ETC. THE UNTIL ALL CONSTRUCTION IS APPROVED. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, SYSTEM MUST REMAIN UNTIL THE AREA OF THE SITE IT IS TREATING HAS BEEN (CD TEMP CONSTRUCTION FENCING THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. STABILIZED, AND IT HAS BEEN APPROVED FOR REMOVAL BY BOTH THE CITY AND . 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS THE PROJECT CIVIL ENGINEER. (CD TEMP CONSTRUCTION GATE - SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. A TEMPORARY SETTLING BASIN. / / / / / / / / / / / / DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE 3. CONTRACTOR TO PROVIDE ALL WEATHER WORKING THROUGHOUT THE BOTTOM OF EXCAVATION . FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, CONSTRUCTION SITE AS NECESSARY. NO PAYMENT WILL BE MADE FOR EXCAVATION SIDE SLOPE . SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE UNSUITABLE SOILS IN THIS AREA THAT ARE NOT PROTECTED DURING THE . DURATION OF CONSTRUCTION. FOLLOWING A STORM EVENT. POUNDS PER ACRE). (:�() PERENNIAL RYE APPLIED AT APPROXIMATELY 80 DURATION OF CONSTRUCTION ACTIVITIES. CE TEMP CONSTRUCTION ENTRANCE Q Q Q Q 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED 4. OBTAINING A KING COUNTY METRO CONSTRUCTION WATER DISCHARGE PERMIT ATB PAVEMENT CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS IS HIGHLY RECOMMENDED AND THE RESPONSIBILITY OF THE CONTRACTOR. F I . SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO CDINLET PROTECTION NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INCHES. 5. NO SEDIMENT SHALL BE TRACKED INTO THE STREET. (a . STANDARDS. INTO THE DOWNSTREAM SYSTEM. VEG TREE PROTECTION . . 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION 6. TESC INFORMATION SHOWN ON PLANS IS FOR PERMITTING PURPOSES ONLY. . . 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE SHALL BE PROVIDED PER SECTION 19.120 OF FWRC. CONTRACTOR SHALL REVISE OR INSTALL ADDITIONAL TESC MEASURES AS TEMPORARY STORM PIPE >- - - � . REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED CONSTRUCTION CONDITIONS CHANGE. _ CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR 7. CONTRACTOR SHALL RETAIN A COPY OF THE CITY OF FEDERAL WAY PUBLIC - ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. THE DURATION OF THE PROJECT. WORKS DEVELOPMENT STANDARDS AND HAVE ON -SITE DURING CONSTRUCTION. . THE MOST CURRENT PDF VERSION IS AVAILABLE ONLINE AT: . https://www.cityoffederalway.com/development-services ST VAULT#774 RIM=264.99 UVIIU IV+I ILLLV 01) 32" CONC N IE=___ __ 6.. CONC SW IL=2/6.54 30" CONC NE IE=259.0t TCB#506 RIM-285.39 co 8" CONC E-S 8" CONC N U } CENTER OF CHANNEL=277.17 32" CONC SE IE=278.35 \ SOUTH PIPE RECESSED TO FAR = _ " CONC S IE=283.38 = LADDER W 12" CMP NW IE=278.35 10" CONC W-SE CANNOT SEE* - SSMH#777 RIM=270.33 0- z CENTER OF CHANNEL=276.26 ` . STCB#775 RIM=268.33 8" CONC N-S-NE w p LADDER E . STCB 505 RIM=285.43 STCB#504 RIM=284.00 . 11 SSMH 512 RIM=261.23 12" CONC W IE=265.55 CENTER OF CHANNEL=259.47 STC8#502 RIM=278.86 �__ # # - N W N W STMH#2087 RIM=283.38 � U N 8" CONC N IE=281.33 12" CMP SW IE=282.05 \ I 8" CONC NW-NE-S 12" CONC SE IE=265.58 M w LADDER W M V 12" CONC N IE=276.61 30" CMP N IE=275.99 Q � M 12" CONC E IE=281.21 /'' . I', \ / I I CENTER OF CHANNEL=254.20 � INSTALL TEMP CB Q 12" CONC S IE=279.80 � 12" CONC W IE-281.09 ,/'-/' . ® / I \ LADDER N STMH#773 RIM=265.69 ~ PROTECTION (TYP) J (FIELD EFFORTS INDICATED a � I -/' - \ 30" CONC NW IE=260.17 U) V) STCB#776 RIM=269.32 DIFFERENT PIPES FROM RECORD V) V) STMH#1628 RIM=285.78 i ( SSMH 500 RIM=279.62 /W / I 1 12" CONC E IE=266.70 2" CONC RIM=276.49 \ II # DRAWINGS) 32" CONC N IE=277.45 -'� 30" CONC SW IE=260.19 12" CONC S IE=276.02 �� 8" CONC N-E-S CONSTRUCTION r' 1 v STCB#516 RIM=260.12 TYPE 2 12" CONC NW IE=266.52 4�/ CENTER OF CHANNEL=269.42 / / 32" CONC S IE=277.51 CONSTRUCTION I 12" CONC NE IE=258.07 Q - \ \ 12" CONC W IE=275.97 �� ti - - ��� 1 ON NW IE=257.82� _ � -_ -_ � J \ \ 1 i LADDER W ACCESS GATE S \ 12" CONC NE IE=278.58 _CM. N _ -- - -- - -- -- -- - -- -- - - - -- - -- -- -- -- -- _ --- --- - -- - -\V -- r - X X - -- -- -- -- - '-- - r - - -- -- -- -- ACCESS GATE-- -- II 1 \ . -� __ �- -�-�-- -�- =�� - LADDER W �� M I �/Y v\ P P d M -� \ M M " M \/ M W SS ------- L - --",-- / l \6 _ _ /�6`( / ,��� ;�� ;� �P/ ��r �� /rLI'v) ���� ,�1`� ,�1� o ��� v ,� ,��� 5L1��59 �1�� 26TH AVEN l� S -��� -��� ��`� 28_ - Sow l - -, - / - / _� - / "' - / / / - / - / / - - - ' - / - - / - - - v' - - SS ii �/- % CD \ \ \ 1 \� \ \ ��� \ � \ \ ss s5 ss SS s ss s ss S ss �s Ss SS ss vSs s v \_ / �S (MINOR COLLECTOR) SS `�� "� ,,/ --_ A T\S:: \ � \ \ � V) - / • / %� \ GAS SVS S�tS \ \q� \ SVU VS SVG VS //� . GAS GAS \ SVC G \ SVS SVS l5V\� S / JSVS \ VS SVU \ . / / 1� S \1. \ \ \ \ �' i . / - - 1 / as as / l =as (IS s as o s$ - S - / - 1 -- 1- 1 / i -p 1_ J J , A - - - _ - IX / 7 cis �'( i' J- -- -� - � --_ 271--- 1-_- '1 �� _ _�' r / ' - 28G---L j/ n j 7 / / __ � _ -- _- I- �ti6�� �� � � /-- ,_T� j ` j � - - -- � t_ _ / 0 2 �]�� -� INS/TALL-TREE / _ _ - - 1j /' \ 282 // 28� - - \ - �,u- - - - . _ z �s `LSO ?i / -_ / - -_ - / � \� �� / \ \ �21 -_ - ® _ �' � ti l \ _ - - 5�0 - i � \ w STCB 510 RIM=283.91 . / / r° ' Sf 0 RI -26 M. `L� i \ FRACTION ST�#�L13�IM�278.19 2a(�' - _ - - J - - J - - � i i # // / /`1 L69' �- '�/ / / r #� 8�2\�,�,� - �\ -111' � - i24" MP IE=27 -_ - / \ _ 283_ , s - \ / \ I 1 1 32" CONC NW IE=278.96 -d= �2- 28i- - / I / / / (� - / i / 0° CONC N IE=�6280 \ FENCING_ _ _ - - - _ / - / / \ - - - \ / I ' 12" CMP NE IE=280.51 - _ _ -- G- � - . / / �� i / / �L� 1 �NC� IE=275.' _ _ - / / / - - / / �, I _ 24" CONC S IE=279.11 / / �ti� Y i i / / / 30" CONC S IE-2�6 .34 \ , ��� ✓ / \ i - _ - 32" Ch1�=2 - _ _ ' ; ,, �� / 12" CONC SE 1263`3V / �� _ - - _ I'= J w /�' J TYPE 2 LADDER SW . / � �', / /L . . q( / �PE"2\ /� i - _ - - - �12' CONCH - 9 _ - =i> ; - : o i °I j �`� 12" PVC SW IE=280.23 - Icy (5 STCB 514 RIM=260.16 _ _ - bw 30" CONC NE IE=255.43 % I __, N' ' �c� HEMP CAT�H�ASI i / $I \ - , - - _ `- - / J �j �' I O I ���� ` \ \mod' J / r \ // 12" DI SE IE=256.58 � / I \ � �\ } / /' rQR C L--P�tE- - _ - _ _ - / - - - \ I \ \ \ STMH#772 RIM=263.91 \ `^-' / / � � � - � - _ - _ - - _,. - - � � - - 2RR � �,1 30' CONC SE IE=255.46 _ I /' i r r- - , -, - � - - - 5� ' _ _ _ . 30' CONC N IE-257.79 \ ( \ \ 11 L ( S �3_ - - _ _ _ �2 - -� - - - 87- - - - - _ _ TYPE 2 30" CONC SW IE=257.81 I 0 \ I I /- 0jF T�EI " _D - ___ _ - o - - - 8g- - - - - - - - - -M 88- - _ - CONE T ROAD- � ,� I \ � \ { � 4�` ) I \ \\ I r . TYPE 2 LADDER E '` '`' STCB#513 RIM=260.57 I / I � F�kF�,L�E_A D� / - �_� - - / \ - \ 12" DI NW IE=257.36 / \ ) / �/ �� - _ � � - � r-_ - - (2 BALLAST) _ - ? �, = -> . '\ // I \ \ /`L \ / . // / I � � � I X - ci I / / ft / . 12" CONC SE IE-257.31 / / I 1 II O / // / I / / / I / % 90 LF TEMP 6" ADS I\ INSTALL TEMP INTERCEPTOR GRAVEL HAUL ROAD (12 " I- 0 I \ " \ / o � \ I CONSTRUCTION \ lI I _ / / � \ // ti )) I IN I l \ / \ PERF LEVEL SPREADER I /SWALE --CHECK DAMS- CSBC 1 1/4" MINUS) FOR 289- \ - - ` ° i ACCESS ROAD I I \ \ I --` STCB#515 RIM=260.84 / \ \ \ /// )) I I / \ I ,' AT 50-FT O.C. (TYP) CONSTRUCTION ACCESS � - o I v / / / / THROUGH SITE. � X / 1 (2 BALLAST) I \ I / I / . 30" CONC NW IE=256.99 / / / / PUMP "CLEAN" STOF MWATER ��,1\ 30" CONC S IE=257.08 I / / // / \ Y Y� / OQ O + I \ \ I TYPE 2 / /\ / / ` \ \ / / FROM TEMP SED,I�/IENT POND Hof I I 1 \ /� ) / /Q,,/-- 0 /// / \ \ \\\ \ / TO TEMP LEVEL SPREADER \ / �� OQ I \\ \ � / I \ / . / / / \ \ \ \ \ \ / / CATCH BASIN / / % _\ \ \ \ \ / ,HSL #114 / I n __- I ° I \ / a . / / \ \ \ \ \ \. � / i UB AND TACK / m I 1 \ / / \ I :117157.9797 / ® -----_------- I I \11 \ \ TEMP SEDIMENT TRAP WITH MO O I 5 \ / / / \ \ I \ LEV285.56421 r 55 GALLON DRUM AND PUMP A 00 I \ /tip / ' \` I \ / ���� 11 \1 \ 11 I o0 00 / m II \V\ / I \ / I . I °° / I / � __ 0 // /. 1IIIII11 � \ N ms= + / N coV) . \ / / / / I I III N / = __ I I U (O I I I / INSTALL ATB PAVING (4" ATB OVER J • ' Z.g- `y` I 1 \ ' . I \ 11 I I I \ \Z. - - - 2" CSBC) FOR CONSTRUCTION _ -'__" _ '-_� ='�- - I - - - / \ I C \ �,� I v \ (10 - o A E THR H ITE. EE _ : - -_ ti CC SS OUG S S l \ I III � - \ _ . ::�- / \ 1 - I _ \I _ _ \ \ I _ _ . .. i \\`` SHEET C6.00 FOR PROPOSED FIRE - \ 1 I I \C*, I I \ \ ` \� �8�-���^-\--_J LANE LIMITS FOR ATB PAVING. - I / _ - - 1 Z,__ -_' : I I I ,� � \ I / I p - I � \ I I ) , (/ ( \ \ \ / ) _ XJ � _ ° - - _1 t •, _ _ = - - _ his I \ I F - 289- ,, I �\ i I I - - - - I I I (III/ \ GRAVEL HAUL ROAD 12" ` G J INSTALL TEMP STRAW _ _ - _ :_ = CO TRACTOR SHALL UTILIZ EX \ I \ I / \ I I I ( WATTLE AROUND PERIMETER =- � =f = Y,:.Z. ` ""- `` =�;: ON SITE P RKING LOT PAVEMENT OR I - - I / I I \ CSBC 1-1/4 MINUS) FOR _ . •- I I OF BLDG PAD (TYP) I "====' `=__ =`_ '�y =' STAGING, LPIYDOWN, AND CONTRACTOR \I� I �' 1 _ I I I I 1 CONSTRUCTION ACCESS `� ` - _ ` ' - "_ �/ / =- �= �` - •• �.� f- �s PARKING. REMOVE AS REQUIRED FOR \ • / - - f N,_ I / I / \ I THROUGH SITE. - _ _ is-'i- :�_ . _- - -_ -'-' _-.__ I CONSTRUCTION PHASING. I� \ ( I '� 0 1 . ti / I / // \ - - _ PROVIDE A MI -. 10-- T WIDE - -_ _ - -; _ = = f J . t f = -' `n - r 1 =`==` . I . / �� �\ -- J // I --- 288�--------- �21NCHGRAVELWORKING PAD 1 - - r . - - - - r �! ) I ' - � / / I I (1 1/4" MINUS) AROUND BUILDING - 288- � f • � - __- - _ �'_ f1.t=__ ,:... _: s I ) - r� / / /// / PERIMETER FOR WET WEATHER I'' =' _ - `; - -. %'- - - • - . --- I \ �' / / / WORKING CONDITIONS '�-I I i ;{=_ '- �=_ - S I NI I ' ^C - - _ - = I 1 - / / / : 'x_ "t _ - _ _ _ __ - _ I= = - _ - - - _ _ - \ / / / - - - I I I� s1 '• ..` : sv I � / - _ _ _ _ �4 -_ - _ _ _ _ _ _ - _ _ _ __ =z._�_ = _�."= - / I _ - s' I I I 1 X _/ ,:! - - _ / \ - / I _ _- - '' �� _ _ _ y z:- _ _ _ _ I► 1-1 IG) � I �[r- I . :: t _ _ __ - __ - - - - - - - - - - - -- r - - -.Q - c• - - 1 i- _ I - r _t / t - - ft - - I - _ _ _ __ _ _ s= 1 _ 4 _ _ _ * 4. - °-< = - I \ I j - 3- - I - _ __ - _ - - - _ - �.1� 1 \ _- -..:: /I - - _ - - +�� _Ll - q - - y / BEL W RADE LVERT PIPE BL 120 =" I 0 G CU _ w- _ = - ? • / I1-4 � I - - 1 _ _ _ _ _ _ _ _ _ • t' _ _ - - _ - - 'ice - -ti-_ - - _ 7�] _ _ H AND TACK - - `s" - / -> may - _ _ _ Co R AT RADE R BBERIZED - _ - _- _ - 0 G U - - _ - / - - -i• - - -:- - - - 1 3- - - _ _ _ _ _ - 'l _L - ti N:1 998.9300 _ - _ - - +�- - - - / _ _ _ I t_ - _ I LV T R I - - =; - - I I CU ER C OSS N - _ _ - - - - 1 - - 4 - E:125 6.4490 _ _ - _ _ _ - - `tom --_ - • S - - I - cn i - n . -. - - � _ - Viz. ELEV) //1",. 7.56 - - - - -':. __ _ _�.,� _ J _ i - _ - i TEMP RARY D PLEX MP _ _ _ - 0 U SU - - - - �- 'I�- I ' - - - - �a-= I 1, - - - a - t' - - - - Fi ly �4 U YI- � �! - I t . =2 , , . A __. dVJ, J- _ B LJV a, - - �J- _ Sys• .F INSTALL I - - - I_ - S L E P 's - - - - - S / .�- - - -p.` - - _ - I _ _ _ _ _ _ _ _ _ - r-� / S _ Q 1 - \ PUMPS IN 55 GALLON DR M r- - _ - .=:;-. U S - / ;-:2- - - ��' _ r �� - a r `, i C F i _ 1 F - R E� r i .ACT ✓/._AIr1 - 0 �... L J R - - - - 1 - h - - I SILT FENCE �P - I Y _ - - Ir - 1 t: 7 / Z. - - / -- C01 1 \ - _ - - - s / / - :_ CD - _ - -- / I - - 1 . = : :��- I _ \ = -- - / + \ + -_ TEMPORARY SEDIMENT P ND x' 0 S D 0 - - -�--- - _ - / / -- - + Lam. • - � - /+ :�: _ _ _ _ _ _ _ _ J 5 r I `� ,ram_ _ r I + +' I POND VOLUME RE UIRED 27 000 CF I_IVI- � _I�iM_P\iT TF2.S1- 'V'T � - �- ��::- Q - - 4 + + } - -i + + # cA - 3 _ i Qo` ` `-i=- - I / + X _ - + + -. = 8 c P ND V ME PR VIDED 27 12 F C I- - -°s' 0 OU 0 0 C 5� GAL �N i�Rl V! A JJ / c - cn 1 / / T a r' 7 + - - - _ _ (n / + + + - e - _r- I - 1 - n U I - �P �rz - .L -t' - _ �Ir•I�..L r.�Ni�rE=ir Fr �.Ir. _ _ .n r - A t_ I PLr L L � I INT - - -- J / I / PUr�,1 C 0 - - - - - + r :i� - cP f + + I- +# - H_1 Ai' L. G T C' V .N TOP OF ND rI kl - + - - - - - - - I U11 + I I� + + - - T - - r Y f� _ _ I -1 ' - N _ ^ �e� .Y i J_ + t� 'S `' - - �..��llv•�r' :� -f CIV ill U "1� r.; + + FREEBOARD D _ - lJ QI I # o ++ - - o0 _ w - - - I + . - w rs �t - + - - ..0 ail '-� - I __ - I + I _ c - �EI_UE ,E =0. J T - fi - - - %- r D P P. � L - � ELEV 2 2.4 - I # II - Q + + l� / - - - _ - = - - - - - - - - - - - - - I + I _ 4 + - - jL - T + # +# I _ IL A.� N IUN 1 -S = - + + + i - - - •`,`_.L cry _ -'t r \ TOP F POND i - - - - - 0 - - I + _' - - 1 ++ \ I - - _ \ \ 1 - __q) I + - - fit_ - - +# i I + ta' =-ri - WATE RFA E I - I SU C - - - - � \ �- = s - ++ °- - - - ' \ I - - - - I / \ _ _ + _ I ++ _ + + + '..r J - - - - i --- =' - - dam' _ __ _ _ _ _S iZ� _ � 1Xi - v� + 1 S t'. _i- A Y + ELEV 2 1.43 - - =;--=- - / # = - pl + H \ - CJ I + + + + 1 , - _ 2 - N + + F I I # 8 - T T€1 _ 0 _ _ - - I +++++++ +++ i� _ \ I^ i/ _ u 2 4 I \ 8 -- - r I + + + + LE /J,IH VlicCi�.D.., 1 ,tr, - SSMH 2203 RIM-288.60 I AI _ . �.C. TYI -_ t - / + $2- ) _ - \ \ N - - - _ � \ 10" CONC E-W + + 1 I`l - - + + O� - - t_ . / 01 + + + _ _ ` _ =- _ _ _ _ _ _ - / / 6° CONC N(FILLED IN) + # + + 2 8 0 \ - -Y / + + + + + + _ - - - - Z +r - - - - _ _ 1 \ - �-- f CENTER OF CHANNEL-271.90 ++++++. 27 \ - - - t 1 _`= r \ \ + + + \ _ I LADDER E \ + + + + + + + + + \ - _ / \ \ I + + + + + + + + + + + +++ ++ S S S -- ----- -� - I 1 \ + + + + + + + + +' / / I 1 \ \\ `+�+ + + I I - x / � ,+#+++#+#+#+++# #++ / °off � I �\ I \+++++#+#+++++#+#+++++++#+++++++#+++/ 11 I +++#+++#+#+#+++#+#+#+++#+#+#+1.+ +++++++++++#+ +++++++++#+++++#+ . I I \ +++++#++++ ++#+++++++#++++++ / \ I . / I \\\ / - _ - _ _Cn \ _t_ + + + + + + + + + + + + + + + + + + + +y+y+ �� / \ \\ ---'� '- r N N C ��k \ // _ __ - - - I �1 P OTECTIONE _ _ y�y 1 ' 1 �� ------ ------ - - \ "CPP WIE=281. I - T ° \\ m \� I I I FENCING . / / I I / ------ --- --- ' / F GRAVELHA�R D(12 --- E - `_287-- -- =: NsT�_C tQ� \A � - CPP E IE=281.84 CSBG�1-1/4yVIINUS) FOR ONC� o� I\ \ ` J - - / \ \ ( I � / I o 0 / ____1. \ / TN STALL TE MP -�- - _ _- =A €Ss R4Ab- _ - 1 \\ °\ \ -Z I III, . r \ \ � �/ C�NSTRd�TION 7fi6CES� •\ 0\ / S§1 - NCE LTYP� �283- . - -- - _ TIll )� I \ �� \ \ \ I 1 CONSTRUCTION \ \ \ \ _ \ \ / / I^ 0 , V THROUGH SIT- / JI \� � / j _ - - - , - __ - _ _ - - - - � � 1 ACCESS GATE \ \ I - I ___ o _ _ ___\ _____ �� //� 282- -f \ � N \ \ .\ � \\\ � r 1 \ III��\ ���\_ - 284--283-- - - -- 2$�j� 28?_ � � /-�'' - --� \ `�' \\ \� W I �/ I V,\ I / �� i'��_-__ _28�---- -��-�-/ M �2$o-- i - \ \ \ \ X \ AHBL I 1 i / \ \ / / - 280279- - - - / 7� - i - - \ 2j \ \ \ \28 - NAIL AN W R \c� - _ - _ - - - _ - ,2 -- ,- _✓ I. \ 8 �� \ / / /�- ------ --- 27�- - - �1����i - , -� 1 \ \\ I B N:11646.65A3HE \ \ - - \_ \ `�1 \ \ - / ' / � _-- ----- ---- 276-� �- '�\ 2%8= ", / /�� \ \ \ \ \ \ \I E:125964.228 \ \ \ \ � � 7- -_ __ , - J / /' �/ / - - - 276- �- \ \ ��2�,Z �L� r / \ \ 2�� CONS1`RUCT TEMP o \E\V:28�.78 - \ -- L __\ - . 4 \ 1-1 \ _ / - \ \ __ / / / i \ \ - / �/ \ \TRUC� WHEEL WAS�I \ o \ o G, ti - - \�� \ 4 L \\ \/ \ �\ _� f \ t �� \� . �1 1 - / ^� \-_-- Q�27(r- --� \ _ 1 / 2�Lk --\ \� \tom" \ 1 I . -X- T \ / I I � I/ \28 I . J . \\ / I I " I . . \ / I I \/ \28o____ �- I . . I \ / "i ' ----------------------------------- ----------- - - - I - -....\................../........................I..------.................. .I.--- . -�j,1..__.\.La------- - - - - - - ORIGINAL SHEET IS 30" x 42" copyright 2020 7 all rights reserved architect_ MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON CONSULTING ENGINEERS landscape architect_ WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer_ HARGIS ENGINEERS electrical engineer_ HARGIS ENGINEERS food service STAFFORD DESIGN GROUP hazardous materials PBS ENGINEERING surveyor_ - - 5/I(/�I project_ OLYMPIC VIEW K-8 SCHOOL client - FEDERAL WAY PUBLIC SCHOOLS location_ 2626 SW 327th ST. FEDERAL WAY, WA 98023 Project No. 2016.000 OVERALL TESC PLAN issued_ LAND USE 26 MAR 21 revision_ Qi LU RESUBMITTAL 16 AUG 21 drawn_ DJD checked_ JAJ sheet- C2■00 02. U E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Legend Call before you. Dgg.8-1-I- PROPERTY LINE N 7933'06" E- 46.81' or 1-800-424-5555' UNDERGROUND- - STORM DRAINAGE PIPE SD Sp 8" SID xx% SERVICE (USA). SID YD/CO/CB/CB 2/MH L J �� ®• �OO 0 15 30 60 SANITARY SEWER "Ss SS 8 SSS xx� SCALE 1 �� - 30' SANITARY MH/CO ( )SSMH oSSCC O WATER MAIN 12" DI W 12" DI W - W- �W � FH/FDC/PIV/VALVE �FDC0PI o W M FHA P1V NWV FDC FOOTING DRAIN ---FTG ---- FTG ----FTG i L •' •i• o N Lu N Lw N LU \ I 2/o GRADING BENCH THEN 4:1 M LU M () co Lw / I MAX FOR GRADING TRANSITION Q • • i '/'"/" ® \, 1 NEAR PROPERTY CORNER � � / J M � "/- -/- / i X 3 o 03701 / / / / F / / • / • s •o a,� a / / - Hn- •ciimoN ebno a�y� e� /` 1 - �. /c1 r11 �11 `V ��WA _VEN I E S VI��`L�� D 28�� / \ \ \ \ \ \ J (MIN COLLECTOR) \ - - - - 0 \ \ BW 265.71 \ \ \ \ \ \ • / j / \ BW 21&5.83 \ 67.97 70.4 \ \ \ \ \ \ \ 00 1 2;2. s \ \ � J� VY � / ` /_ TC285.94 \ - _1' L \ BC 285.44 7�2�� 8.23� TvG z .� / �w s/��� _ �� \ ,�1 / - - _ - -23-- / ( s / / _ �I = �= _ 83 - g4 - 1 TC 285. G / 28S - / f` GABIC)NIk.�� i -- - 2 _ 1 - 284.88 / j % a---`� a - 285 J N o of \ \ /-�-� �-- - J - VALLE _ •_ - f I c _ MA EX�OSE6 �J � - - T 85A3� TC 284.70 T 286.1 TC 285.83J � � � • / I ( / / WALL HE 6-�pl't� �t - = - MAX �QPE - 285 I ' b" - \ - - BC 284.93 _� _"BC 28�0 _ _ - G� /BC 285.64 I BC 285.E I 8� \ Z� _ - w N \ 4. 7 -. � .� 286- \ � _- �, * �- I c� /�,LPL' B 4.07 I 8 - - ' Te 2a5:�0-I TC 2�§&.4 I iL�� I TC'2 5.78 \ / f / c R �- / - BC 284.50 yd 8 -J / \ I \ \ f\ } / / / / // �L --- -86-- _ _-- - ---cQ -_I- BC12a5.28 \ �� s_• 2w\ 1 \ I 28 -----� _ - a BC 28E. 1 I 1IC P85.52 • r T 85 70 �� I EIC �85.02 \ . -{,• / �F I - /285.62 I� \ B 295.20 \ TC 286.24 / / I • -,r-• , J i/ /L 1 / 11 I o, l l l \ - - - - - - _S:_:. Bc�s 2 I� - - -a- - - - - - - , 0 J \ I o BC 2s5.74 I J :• •::• \ \ 1 - / / %/ I I T + + \ I _ _ o lo_ Q `; + >I - / 285.57 I > �;8 l0 285.63 8 O O 286.01.6% 0.5% C I16.53 I I I .• T a-••_ � C - �C 6#3 C28 5TC 27.06 .� 28576 C 2861 BC2 6.56 BC 86. 8 T281 85.7 - -`_=_ __= -_:_.•_ •.' =_ �-":; •;�.6:,..-==.--��• \ \ ='_:--T•_": _ I � .p-' -_•: -- � / I \ TC - - -- = - m 1` 'f __J'� - 1 � J•• --A -iS __ 1' -- - - __ -+ •t N. _ _••_ � [s--•r.-• �R• _ - / / CK 1 I '�'_ -- -- - J� I • 1: it 817.49 / < / \ \ \ \ I :11 57.9 7 \ I ® _•k 1 2 34 285.86 286.55 f 286.67•• TC287.52 285.8 I ' : $� BC 9\9 ,_• I :1259985. 21 1 I I ® �� >_ E - D BC 287.02 285.88 ' to A: V: 2 I 285 L :•ti•::p� ) 286.31 I I 6' JI �, `,cA ` I t.. :_:��.:. I TC 288.5i� / / o I , TC 286.96 _J TC 287.88 =� I \ ��-_ \ = '= I - BC 286.46 �� BC 287.38 - I •� 286.33 • __ .: _ :y • - 289- 286.26 _ •;� i•� / ryaj BC 288.O�JN ✓ I \�/ 1 > 286.91 28 .03 r - \ / / I I I = =.-ct � -a _� •-Iy ._ - -__ •° . •- • _ t ' •s _ � •�-•_ .••- _ __ __ t -. 4.1_ ! \•_ _ -•� •a•-� _ -Ji I - :'• �� � .�. _ wr 1 I I I I I \ \ L - •� - _..-_:.�. - - - - -!�' - - - - --'Z87:46' ..;.-- �•4 - _ - •-•:- 28 .34 1 I 10 I =rf-� --- - - - / _• �- - •_r _ ;� � ,\. _ - _ -=8� - - .� - ID _ �o - /� // I I \ I I \ _ I I I- o �$� .�_.. ti ;� , . I _ •-` .. ' •�1 _: `- • is • _ `'-o _ . I 1 • /I I / I II I II I II II I I�F I/ / / N \ \ \ I �� \ \ ,\ III \ \ II I.- `°•f •::r. j= -, III - - 2L_ _i ='-r-`a•-:_ :_._ , __ -_ � '-a- ;_-"` -•�--�- �pI•G _ •_�, • �- \ •\_-�; JI I •.-.':ig_•,Y_'i- _:_�4:}: :_ •. fiyr')`_ -I�I _.. _ , • a: • •_...., • I .16 _ �t'•°>' 1 I, 286.60287 89- INFILTRATING BIOR NTION m BOTTOM OF RAIN GARDEN 287.18, \ 287° .47 co ELEV 284.47 _N _ •a: \ I I - _ _ _ •' _ _ - _ _ _ _ _ - 00 - I ry ---- - _• _ _._•a.� 288.08 N -L- -� -- -- ---- -- ----- \ ------ \- I _ / _ a� aTAA _ C3.2 •• __8.08 3.2 2_ / // / I / I / m m \m m m m m m \ 1r m i m \ I \ I _ a_ l .._ _ _ '_ � I f •.qC7 _a -_ / / / / / / m m m m m m m \ �n m m m m m m\ m m m m m m� I ->. _ ' .•-- - = -• « = � -_ ' - _ -_• _ _ ___ -_ - _ \ s' - I , �/ f I :. I / ® °-' - LEY • I \ / [�. \ / / / T T T T T T T T T T T T T T T T T T T \ •'d •� / / - = •i •J 'I < _!\�rQe� ,_ 4 ---. •J -e_ -i - _ •_a-•- ILU - • / I J \ l l / �, \ I • t • - - - - - - •_ .-•: :e_••-•- r_-'� _ , 24 � _. r •�_ : . i� -, a __ !... n m m m m n n m m m m m m n m m m m m n _ m m m r m m m m m m n m m `• - - - --- `• __- •' I - - - _ - f. '..` d-^-<•c 1j' I I \ P �� 9 TC287.69 N� OI m m m m m I m m m m m \ m �m m m T .6 I� I t' •_ _ 4f /o~rrt u .�� . _ 1: I 28 .08 I �/ I BC 287 IN N I I I ;, l _ 1 m m m m m m m \ T \ m an d m m m _Cl `Jl -- -- -- - _ -- C - - 88.08 1 -- ---- 1 2 I I I 1 I/ 14, m m m m m n m n n n m m 9L #120, m I ------ \\\ i P. •_ ;v I °� I m m m a+ HUB D THICK m 288.08 I T288 08 \ I I I I \ I !! 116 8.9= I I EST 12 BELOW TOP 288.08 �* I / >. \ 1 `= C kmv// m/+mmm-nmmlE:12 98 6. 490 T I I m \ I 1 / / I m m TI T m m m T T T N T T m \m ELEV: 87.5 m I m I I OF WALL ELEVATION TC 287.83 I I 2 BC 87.33 qj I i \ I I m 27 86-- \ I FFE 288.10 I N I - m \mcv n m m•- \_ - I -- A m + m\ m \ m m m m\ m m m \ �- - I I I •- �; -; I / I B 3.2 -nT m -n m-m m- m m - - m-m m- m -n m T-� r- \----------------- ---�---------------------- - :=? --1- -- -- -- C3.2 m m n m m m m n m m m m m 4 4' a1J m m m 41\ 288 08 = . m m m m �n m m o m m \\ oo / ( t 1 m m m m 4n �n n n m \. m . . m n m n\ n m// m I i I \ � � ' �' / / I I 288 08 ° = ": L� • - J \ \� I y I 1 , m m l m m m m \m m n m m m m N m m m m m m \m m m .0% I I I / / / m m m m m m T m m m m m m m m m m m m m l m m J I / / I / I I I 1 _ '_ • `• 5 - �\ \I Ll T T I T T T T T T T T T T\ T T T T T T \T / T T1288.0 •'_• • I T- I N� / / m r ml m m m i m r r m m r m r m ---- - _ ---- /f - - - - L \ m n m Im m m m m m m m m m m m m m m m m m m --� -- --�_ r--- i -- ---- r- r __ - 288.08 ;• -= • 1 m oNo m >m m m m m m m m m m m \\ m m m m m m m m I m� • I I s T. "� • S /\ 30�\ / \ I Nn m m m m m m m m m m m m m m m m m m m m I I ®I I I 288 I\ 1 - �j I I - \ \ I I I• m� m m m m m m m m \ m m m m n m \m m m n m m m m m \ I I I I\ I I I •� ( N % I I I 1 \ I I TC 30-FT RIGHT-OF-WAY I m n m n n m n m m �n m n n m n m �n �n m �n m �n �n m �n I 288.0 °p �' - - - - - - - I I m l m m m I m m m m m m\ n m m m m \ m m m m m m m m ` \ I I •.` - I < BC 87.98 r I I DEDICATION \ m _ - : _ RID E \ 1 m m m m m m m m m m \m m m m m m m m m 2 7 , I 0 1 �' j \� " 288.08 288.08 8.08 i :• •• •' -I- - - 1 1 h \ m m m m m m m m m m m m m m m m m I C ��� • � m \\\\\ \\ \\ m \ mm 1mmm\ \ mm_m n m _mm 4, mm m \ \m \`mm -m mm -m mmjm \ mm m m I -•' �_T_ ,}rII ' _ _ _4• _/ - /�'% • `�_ _ • /\/ \ 8\7.1/2 /o IW W mm m m m m n IN IJ �mmm I J \ I - ci m m m m m\ m m m Q C) m\ 41 m L m m m m m m 1n/o m n m m m n m I�� \ n \\286v TW2$J,m , 28 m m m m 1 + mm m m m m m m - .- - m m m m m m m �/ / y F J ` J ��.� /- __ E , `_ 287- - •-, 1 I 1 li& 3:1 AX �C�LOPF�\ 10 \ / - '�- _ -- - _ _ = 2 6.5 ------ / � 28 _ � �-� �283.07 _ IX 2 .45 \ II \ - \ `i \ 1s 6 0 V _J \ \-------�---------- __ __ 282- I�ODULAR�OCKRETAINING\WALL. I mod, �, \ �P I Bc; 6.95c�d I �-3' MAyC SL9PE�- _ �- _- - - 28 - - - - - - _ - - - - - \ 2g� � / - - � MAX EXPOSED-WALL-HEVGH1\4-FT � _ F�T�0'7�6_� - _ - - - - � - _ �`L / � 28?- � � - \ �I / / PORTA LE-BULDING_ _ - - - 28� - - \ M s �/ 'SEE CTI9N G ON SHEET C$\21 I \ \ I _ - AHBL I i \ / - 280- / TW 2 .02 \ \ \ 1 \ \ 3' 1VIAX APE / �_- _ = 279- - _ _ - - - - 79- - / - - \ 2j 2 NAIL AN WASHER I (Ort G�TR�Xt;f� =---- --- ---- 27�- - �- / - �\ 28 02 \\ '•y 6.36 E:12596 4.2728 \ 1 \ - _ / i2 / 1 8� •'.N:11646 6523 \ - \ 276- \ \ - / \ \ \ ;� -01kBC 285.86 \ \ELEV: 281.78 \ / r / \ \ �� :1 MAX SL iE \ \ / / \ I e.• / \ // 274- \ ]f - ��<Z �_ _\_\_` --� ��S - \283b6 1 \ -X � D - "�C T A TW 7.19 I / 3 2 3.2 BW 283.44 BW 285.62 I � \28lt- LLJ \ \ o\ r 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . ./. . .i. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ORIGINAL SHEET IS 30" x 42" copyright 2020 all rights reserved - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _- - TC 2 5.07 BC 2 34.57 I %C 84.9 C 285.59 I C 285.09 2 architect_ MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON CONSULTING ENGINEERS landscape architect_ WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer_ HARGIS ENGINEERS electrical engineer_ HARGIS ENGINEERS food service STAFFORD DESIGN GROUP hazardous materials PBS ENGINEERING surveyor_ AHBL - - - S/IG/2 I project_ OLYMPIC VIEW K-8 SCHOOL client_ FEDERAL WAY PUBLIC SCHOOLS location_ 2626 SW 327th ST. FEDERAL WAY, WA 98023 Project No. 2016.000 OVERALL GRADING PLAN issued_ LAND USE 26 MAR 21 revision_ Ii LU RESUBMITTAL drawn_ DJD checked_ JAJ sheet_ C3.00 16 AUG 21 U a E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ') A n ') An - J`+V 320 w . z J Iw O 300 O . z 280 (------------------ EXISTING GRADE (TYP) 260 340 • 320 300 280 Co 0 co 260 w - z J U a i J`+V 320 NEW ASPHALT/FIELD PLAY AREA 300 280 0 co ' h 260 w z . J SECTION A ' SCALE: 1" = 20' Q ' U7 D PROPOSED SCHOOL T UILDING --- — -- RIDG — LEVEL — -- ----BEVEL --- — RTYARD FF 291.67 PLkZA SECTION A SCALE: 1" = 20' 340 30' ROW - DEDICACTION w z ' 320 w w w I0 EXISTING GRADE (TYP) BUS LOOP AND IN STAFF PARKING o 300 U) cn --— — — — — — -- — — — — — - 280 260 340 1340 PROPOSED SCHOOL BUILDING 320 w 320 LU ry 10 1 - 300 I rr)"' FIRE ACCESS LANE 300 o PLAY FIELD z — FFE 291.67 ---- ----------------------- ------ -- — --- — ------ — — — ---- ------ ----� - 280 280 I ----------- --- --- -- EXISTING GRADE (TYP) Q - 260 260 w z - J SECTION B - SCALE: 1" = 20' Q - ')An QAn J`-FV 320 300 ' 280 0 co ' 260 1 w z - J - U H a 30' ROW PROPOSED SCHOOL B Ae DEDICACTION BUILDING - w- z 320 RIDGE 28 011 w - w EXISTING GRADE o - (TYP) a = - _ _ LEVE 2 I ~ - BUS LOOP AND to 3OO - STAFF PARKING I I - PLAZA 280 260 SECTION B SCALE: 1" = 20' - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ORIGINAL SHEET IS 30" x 42" copyright 2020 all rights reserved E FIFE 291.67 architect MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON CONSULTING ENGINEERS landscape architect_ WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer_ HARGIS ENGINEERS electrical engineer_ HARGIS ENGINEERS food service STAFFORD DESIGN GROUP hazardous materials PBS ENGINEERING le1:l 31 surveyor_ - - - 8/I6/2o21 project_ OLYMPIC VIEW K-8 SCHOOL client FEDERAL WAY PUBLIC SCHOOLS location_ 2626 SW 327th ST, FEDERAL WAY, WA 98023 Project No. 2016.000 SITE SECTIONS issued — LAND USE 26 MAR 21 revision_ Qi LU RESUBMITTAL 16 AUG 21 drawn_ DJD checked_ JAJ sheet_ C3.20 CU a E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 340 340 PROPOSED SCHOOL BUILDING 320 320 w 3D41 - z "0 -'8 LLJ z J J w LU 10- SJ3V J EXISTING GRADE 1w - T T T 300 I STAFF AND VISITOR (TYP) 10 w 300 - PARENT PARKING Q c~n DROP OFF _ w wJ FFE291.67------------------- --- — ---- w N - 280 I - - - t - 280 1 FIRE ACCESS LANE COURTYARD 1 ` EXISTING GRADE (TYP) 260 260 SECTION C SCALE: 1" = 20' 340 340 r s 0 a a T PROPOSED SCHOOL BUILDING 320 LIJ 320 3 41A Z w ` Z ` LIJ w � 1 a s 3v3J— EXISTING GRADE t oLU o - (TYP) 1 a ¢ 300 - 300 � FIRE ACCESS LANEPARENT U) — I w DROP OFF DRIVELANE w N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - 280 I __ - - - - - - - PLAZA 1 280 EXISTING GRADE (TYP) 260 260 SECTION D SCALE: 1" = 20' 300 300 320 320 - 280 TW=EX GRADE AT BACK OF WALL POTENTIAL 280 300 POTENTIAL MODU300 . -- --"" -- WALL HEIGHTS ON TW=PROPOSED GRADE AT FACE OF WALL LAR - ---- !~------------------- ---- ------ - - _ - '- - ----_------tee ---__.._------ - - . _ BLOCK HEIGHTS ' BW=PROPOSED GRADE AT FACE OF WALL 260 260 280 280 BW=EX AND PROPOSED GRADE AT BACK OF WALL 240 240 260 260 SECTION E - NE GABION RETAINING WALL ELEVATION SECTION G - SW MODULAR BLOCK WALL ELEVATION SCALE: 1" = 20' SCALE: 1" = 20' 320 320 4' MAX HEIGHT MODULAR 300 300 300 BLOCK WALL 300 PROPOSED . EXISTING 6' MAX HIGH GRADE - GABION WALL GRADE 1 OR EQUAL- 280 3' 280 280 i - 280 EXISTING — — — — w E GRADE > J PROPOSED o7 260 1 GRADE w260 260 I 260 IX -D w w a_ LIJ Q Q o w 240 w N 240 240 3�: 240 SECTION F - NE GABION RETAINING WALL SECTION H - SW ECOLOGY BLOCK WALL SCALE: 1" = 20' SCALE: 1" = 20' - ORIGINAL SHEET IS 30" x 42" copyright 2020 all rights reserved architect MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON CONSULTING ENGINEERS landscape architect_ WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer_ HARGIS ENGINEERS electrical engineer_ HARGIS ENGINEERS food service STAFFORD DESIGN GROUP hazardous materials_ PBS ENGINEERING le1:l 31 surveyor_ - - - 8/I6/2o21 project_ OLYMPIC VIEW K-8 SCHOOL client - FEDERAL WAY PUBLIC SCHOOLS location_ 2626 SW 327th ST, FEDERAL WAY, WA 98023 Project No. 2016.000 SITE SECTIONS issued LAND USE 26 MAR 21 revision_ Qi LU RESUBMITTAL 16 AUG 21 drawn_ DJD checked_ JAJ sheet_ C3.21 CU Of a C, E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . • • . . • . . . • . . . • . . . • . . . • . . . • . . . • . . . • . . . • . . . • . . . • . . . • . . . • • . . • . . . • • . . • . . • • . . . • . . . • • . . • . . . • • . . • . . . • • . . • . . . • • . . • . . . • • . • • . . . • . . • . . . . • • . • . • . . • . . . . . . • • . . . . • . • . . . . . • . . • • . . • . . . • . DETENTION AND WATER QUALITY NOTES CITY OF FEDERAL WAY DRAINAGE NOTES Legend Call before you. Dgg.8-1-1- . 1. TOTAL SYSTEM TO BE SPLIT UP INTO (2) SEPARATE INFILTRATION SYSTEMS. 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE 8. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS PROPERTY LINE N 7933'06" E - 46.81' or 1-800-424-5555' PRECONSTRUCTION MEETING. (STUB -OUTS). STUB -OUTS SHALL CONFORM TO THE FOLLOWING: - - UNDERGROUND - 2. STORMWATER RUNOFF FROM BOTH ON -SITE AND OFF -SITE NEW +REPLACED IMPERVIOUS AREAS TO BE ACCOUNTED FOR IN ON -SITE DETENTION SYSTEM. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE STORM DRAINAGE PIPE $" SDXX% SERVICE (USA) - SD D@ _ . FOUNDATION IN ACCORDANCE WITH WSDOT 7-08.3(1). THIS SHALL INCLUDE LEVELING LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, 0 15 30 60 3. 595 LF 8-FT PERFORATED CMP WITH 595 LF 2-FT X 4-FT TO 4.2-FT GRAVEL FINGER DRAIN. SEE SHEET C4.20 AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUB -SURFACE DRAINS ­' A,A,-)\( l REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH YD/CO/CB/CB 2/MH L J ` V ® ❑®® • ® . . 4. DETENTION STORAGE PROVIDED = 29,960 CF AND INCLUDES 6" SEDIMENT/DEAD STORAGE AT BOTTOM OF PIPE SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED SS $" SS SS XX% SCALE 1 �� - 3 _ AND 6" OF FREEBOARD AT TOP OF PIPE. STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. SANITARY SEWER 7"SS _ 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER 5. DETENTION STORAGE REQUIRED = 28,500 CIF INSIDE AND OUTSIDE. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X 4 STAKE SANITARY MH/CO ( )SSMH ,SSCO O 0 . MARKED "STORM". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE 6. STORMWATER PLANNED TO BE INFILTRATED INTO GROUND AND IS CALCULATED TO BE 7.8-INCHES PER HOUR FOR 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED VISIBLE AND BE SECURED TO THE STAKE. WATER MAIN �z" DI W 12" DI W CMP #1 AND 7.5-INCHES PER HOUR FOR CMP #2. INFILTRATION RATE WAS DETERMINED VIA PIT TEST AND WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL W- � W - . COORDINATED WITH GEOTECHNICAL ENGINEER. DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN FH FDC PIV Wb FH P V WV . FACILITY SHALL HAVE SOLID LOCKING LIDS. KCRS 7.03 AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER FH/FDC/PIV/VALVE � 0 o f1! : N 7. ON -SITE WATER QUALITY TREATMENT TO BE PROVIDED BY (4) 4x6 FILTERRA VAULTS AND (3) CONTECH CDS SOLIDS ACCEPTABLE DETECTION. FDC SEPARATORS INSTALLED UPSTREAM OF DETENTION AND ARE PROVIDED FOR POLLUTION GENERATING IMPERVIOUS 5. ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 4-2, 4-3, FOOTING DRAIN ---FTG ----FTG ----FTG SURFACES ONLY. 4-4, 4-5, 4-8 OR 4-10. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO . CONVEY FLOWS THROUGH INDIVIDUAL LOTS. 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF - . SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE . DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES SECTIONS TO MATCH THE SIDE SLOPES. (I.E. POWER, GAS, TELEPHONE, TELEVISION). ' . 7. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND LOT HOMEOWNER. . MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/40%-70% PASSING; 2"-4" . ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. INSTALLATION SHALL BE G. THE CITY DOES NOT ALLOW TAP -IN OR CUT -IN TEES ON MAINS FOR INDIVIDUAL LOT . IN ACCORDANCE WITH KCRS DRAWING NUMBER 7-024 OR AS AMENDED BY THE DRAINAGE. APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. . . \ ST VAULT#774 RIM=264.99 8" CONIC R ILLED I.81 SSMH NC RIM=2 76.5 8° CONIC N(FILLED IN) STCB#508 RIM=283.89 30" CONC NE IE=259.0t # 8" CONIC E-S 32" CONIC N IE=278.32 6" CONC SW IE=276.54 . STCB 506 RIM=285.39 8" CONIC N *SOUTH PIPE RECESSED TO FAR 8" CONC S IE=283.38 CENTER OF C L=277.17 32" CONC SE IE=278.35 10" CONIC W-SE � CANNOT SEE* SSMH#777 RIM=270.33 LADDER W 12" CMP NW IE=278.35 CENTER OF CHANNEL=276.26 - . STCB#775 RIM=268.33 8" CONC N-S-NE LADDER E . / SSMH#512 RIM=261.23 12" CONC W IE=265.55 CENTER OF CHANNEL=259.47 CONNECT EMERGENCY STCB#502 RIM=278.86 STMH 2O87 RIM=283.38 STCB#505 RIM=285.43 12" CMP RIM=28 2.0 ,/ 12" CONIC SE IE=265.58 = LADDER W = 12" CONIC N IE=276.61 # 8" CONIC N IE=281.33 12" CMP SW IE=282.05 -/' / 8" CONIC NW-NE-S I� OVERFLOW PIPE TO 30" CMP N IE=275.99 12" CONC E IE=281.21 ,/' I \ / I I CENTER OF CHANNEL=254.20 In � REPLACED CATCH 12" CONC S IE=279.80 ( 2" CONC W IE=281.09 _/' _ . ® c / \ LADDER N IN (FIELD EFFORTS INDICATED N W REPLACE EX CB FRAME _ STMH#773 RIM=265.69 BASIN #503 N LV (n LLJ STCB#776 RIM=269.32 DIFFERENT PIPES FROM RECORD 12" SD EMERGENCY M W STMH#1628 RIM=285.78 / ___IIIIII., \ 30" CONIC NW IE=260.17 STCB 501 RIM=278.4. M V SSMH#500 RIM=279.62 \ AND GRATE WITH NEW ,/w - 1 / I 12" CONIC E IE=266.70 # � 8" CONIC N-E-S DRAWINGS) OVERFLOW PIPE (FLOWS \ 32" CONIC N IE=277.45 FRAME AND SOLID '''�� q \ Z STCB#516 RIM=260.12 30" CONIC SW IE=260.19 � 12" CONC NW IE=266.52 12" CONC S IE=276.02 Q / - 32" CONC S IE=277.51 ,/ / TYPE 2 I_ \ 12" CONC W IE=275.97 �I CENTER OF CHANNEL=269.42 ABOVE 100 YR STORM) / LOCKING LID ,/' \ � 12" CONIC NE IE=258.07 x � � , - LADDER W X - � � � 12" CONIC NE IE=278.58 \ \ 19 COON NW IE=257_82- = --AL� ~ \ \ -= = P \ \ _ =� r_ - � X / ��pS LADDER W �,�/�/ / NI 1 Q , I I \ -_ as - - � - _ - _ - _ -- -- w -- -- - - -- • MI W� W P P d Q -�_ _ = _ -_ - _ -_ Sp- h \ / / 8 0 a3� ON / / / / / C` / / ' / o a/I/ / N `1 0 d I ION / / 8bf10 03 2j 8 N - / �- - - /��°", /`1`°"C /\`°�' V `L`° `°`�' `°� /`L`°`� ��11 ��1� /�1'� ti o `L�`� /` ' 1� /` V /- il`b, �l`b� `l�� o 28 0 0 ��� - S� , � l / A co _ / _ _ / _/ _ / 6 _ � / / _ /SO' 51 31"W / /_ ,- 26TH AVENU � / � SD G1 CB TYPE II - 48 cn SD R1 CB TYPE II - 54 SS �oF �/" / - - SS \ \S� \ S SS \ S SS SS SS SS \SS - - - - = \ - . CD\ - - - - - - - SS F S� � /'' - \ \ \ � (MINOR COLLECTOR) / GAS \ GAS-­;�- GAS SVO \ \ 0 \ S \ S \ S S �� SDiVIH - 48" 'I) \ St \ SbG 1 SD H - 8 SD G1A CB TYPE I i / - SVO- SVO 1 0 � >/� \ \ S �� % / _ /�6Y OS -� S - aS aS--GS---- S S - a- / - - - - -= - - - _ -- _ / / // / �� - - ��A �- qq SL •_-. ,%.--••:-ss ° - STC 78 1� _ dS �7w I `i ) = 32" CON NW IE=278 _/ 21�- _ / / 1-1 ZL, 6' / �- ,// / jb-�_-_STYH#650-'RIM,=2�M2\���, - �\ \ /�2��' 1 "S.DhAUZGE� =7 - 28V_ - / 2�� s - IQS/ / QS QS- 4S . '-t_'_ ;-% `i:-1 , 32" CONIC NW IE=278.96/ / / / - / / / "����"0CONC N IE=�62 80 -, - / G �� 12 ^5Q - - \ I/ = --r I 12" CMP NE IE=280.51 - / / '11\/ / / / / .,e � OVE!R F I PE f� 1 C; 5. 4 - /- _\ - - / `• �� 11 / / � � IV / / / / - / / / 30" CONIC S IE-29Z.34 \ / ��1 ✓ / OVE YR ST�M� - 32" c - 2 - 285 - 28� / /_\ _ - �D�27C9 TTYPE I I -_W I' F _ - _ a 24" CONC S IE=279.11 - . I / 1-1 1� /C5 / 12" CONC SE 1�263�', / 1°l \ - - I 12" PVC SW IE=280.23 //ti ( I, /-----t2' CO _ SDF2CBTYPE11-48 \ I --, I 1 � / / �2 v / tia� � - - _ _ - - 28� - _M -ter �D-C�CIII B�fiYPET 28�- - - h CONTECH CDS J 8� �65 96" : ^ m TYPE 2 LADDER SW _ STCB#514 RIM=260.16 \ \ x / / // �� \ - - / _ - v7 / / a \ I / ,\- N �� - \ / 28fr - - - - -`L cQ `L ` 9ETENT 0 30" CONIC NE IE=255.43 -� -' �' � / - - r \ - - - - C3 Lx T� I - r �8� h CB TYPE 11-- 60`� - - - - SD F3 CB TYPE I SEPARATORA �4)s \ q� \ -/ SD R2 CB TYPE I 12"DI SEIE=256.58 / I `� / / /_ �/ -_ \/.,L� \�QC2 T"��E-IE-48�-� / __------�786- N--- --_ -- --- --- SEE DETAIL�--- j`L �d-\PPE -J 2 ��1 \ STMH#772 RIM=263.91 \ / / / L�tr ECG - - - 7" 30" CONC SE IE=255.46 / i r _ i _ _- - _ - - -o- _ - -_ - - �S - - - - 65 LF 9$ i� 1- /30" CONC N IE=257.79 \ I \ \ _ _ _ tl��__::�_ _ 1TYPE 2 30" CONC SW IE=257.81 \ I I i ( ( ( \ - - - _ ,�28G- A�� _ ` / ° - _ _ 8 - - - 8 � _ 8 s,_/ 2 CB TYPE I E�'I ENTI I� = - - I / \ -- SEE�DAIL 4.1 \ F ~ o i 12 Q PIPE Q I - TYPE 2 LADDER E 1 / \ � , J -(8? SID " / V, SD F14 X6 FILTERF�Q #3 I g�1 STCB#513 RIM-260.57 I // / r _ \ 1 / SD F4 PE I . 12" DI NW IE=257.36 / -' \ 0)// / , - 286 - �-287 36" SD P - - - RISER (TYP) / I Sl \ SD B3 CB TYPE 11 - 72" . / - - WATERUALITY VAULT - - / / / / / II > �- -- ----- -- - ,._ 36S'SD�TYP) / 12" CONIC SE IE=257.31 // / / /� I I�/ / / / \- - - - - / - � \ - % \ / � � CMP DETENTION )•:�-_ _ \ \� / JI,- / ti l /I I INI l \ �� + + + \ -� 1 - - SYSTEM #2 -r jj;:j•: 2�7 • STCB#515 RIM=260.84 / \�\ / / / i / / / \ / I- / I 1 I o _ �,. ' \ (_ / I . . 30" CONC NW IE=256.99 / y \\ _/ / /// / / / L TRENCH DRAIN = _-` / SD A3 CB TYPE 11 72" • 1=_• I I :_ - a . 30" CONC S IE=257.08 I / / / // \ -'_� ( / > � / o _ = .) , �:.,' __ -z q�\'j \ TYPE 2 // / / / ` \ \\ \ / / 1 N = -._ . = 1 \ - •. ;_,_-� i� % / / / // / \ �tV�H D IN �/ / SD C14X6 FILTERRA #2 I\ ) SD A4 CB TYPE - 72" 6 ACCESS i`L &, _�_'a I -- TYPE`7 `:_•��•I \ �O . I� -_ / I / ' WATER QUALITY VAULT \4 •' r • , .. ra-: - Cn\ RISER (TYP) - _ . _ .. .: `/ - // // / \\ \ \\ \ ) / / / / W/ 6" RECESSED TOP I - :._ 286 - _ V. - _ - - ----- --- -: - -i> -�' 1 1 \/ \ \ \ / I SEE DETAIL m n 4 :a =_... _ - - r " - , ' _. • � / • J :•c f / / 6 % / UB/d 0 Q I I j ND CK / I w ` G,Q • •- ,•• -- _ _ _ - : ` , r I I \ . 1-1 \ \ \ :1298E21 41 I - y 8 SD CMP DETENTION SYSTEM #1 '� Z / / \ \ v:2 5� SD E2 CB TYPE I • SEE SHEET C4.20 AND SS SS SS SS • .' S _ SS • SSca A SS / \ I / / / 1 \ \ \ . � _ _ SD E1 CB TYPE I �.•.-II •�4 __ . e• 7' SD G CB TYPE I p �° = ` - _ ` '_. `�' �` _ I \ - \ ` \ / � I \\ I \ ' :-.�-. SD E3 CB TYPE I �2 o DETAILS 5/C4.10 & 10/C4.10 a•�;_: (L� �c� `' : t 't -=-F - • �y, -w SD 7ACBTI�P,I N o \ / o I . \ � x / I I I I I I + e>• 'r • ~- _- __ _ \ _ - _ _ _ __ _ �v ✓v v vi i 289 _. ai ,j,_• - _ _ - r i • _ _ / - r ,• ^�' I �I (n �! I (n \/ 1 / / -_ `_`•'` - _ - _ - _ _ , _ - _ . _ - _ - . - _ _ _ _ - - - - -1 , V - - - LEI I 11 _ ,C1 1 -� 1. •r.• w_ - r-•- - _ t' _ _ 6 '` _ S - y- __ :ems_ l _ _ •I_- , / / - _ - _ - _ _ - �. 4_ e DA BTYP II 4LO •::! _ - _ -- -. '- t'•.- �- - _ -ate - _ - S 6C 8Ln s _ • _ Y . _ - .• . _. _ • -r - _ _ `lf - t;=f ,� h: .. SD - CB II i8:L -f_ I ( 0 I \\ 11 I\ I I I I' I � I �aS - I == - - - --- _ - �o I 1 N OSr. (� r • I/ - -. r _ . ! - : I F UA I - I I I \ SD A5 CB TYPE II -,1�4 I _ -- - - - g- - .':-- ' ' `' _ =r_ :: ., = \ \ ` I v> / , I , I I III / / \ �� \ I W/ BEEHIVE GRATE o0 �8 : =i= - ___ : ' -:I. 1. �.� I [ �4 B �X13_E L . '1= \ \ \ _ \�� . 11I \ TRIINCH BR ICI I \ �L I I N00 SEE DETAIL cA� ., �:, .. 'I.- . a� :1 -. -. ;.` - •• I vim) `�" \ \_ - - 1 _ `n / __\ J ' p Q . / I 1 / I \II \ // � I I " •-" _ 4.1 _ - 'ti_ ~ ='ate` _-a:� -�-` - _ _� \ \-�-\J. 4. .-__}-_ -�__ •.. I :_ -. �� - I . - - I I /� \ I PERFORATED PIPE \ �I - a=._ �_ _ f y;.� ''` . -= 6 DOWNSPOUT I :4'. -,P - \\ o I / / I / / _ / LATERAL UNDERDRAIN \ I f ;.- .`_ r' .-�'`.''t- TIGHTLINE (TYP) �'�; r i_ er' =_� \ I �- I n I 1 U) J I ) / `d / I \------�-- - - ----- -----� - - _ --__- - '_ __- " --- ;•..�('= Q _ - `_ ~a �•-._- cn SDR3CBTYPEII-48" - \\ ''' 2ss' ' I _ \ - / // / I / / m �( �( m �i m r r m r r m \ I : _ - i'4: - _ L 1 , I \ •� . �' ` ' 1- ' \ :f -=_ II /,/;� �g __ //// / I / m m \>< - T T� T \S D1 BfYPE�II \4$" T\ I -a:= %` -;= _ '.,�'. 1 . -•`' _. ?: \ / `S� :r• J SDB7CBTYP Id, - o / N / / /// / / / G� / / / m •n ,� m m 4, m m 41 .1. r m\ �� m m m �I ; > . • _ _ � : _ '_ _ / \ ® - sl \I - o r _ o / ^ //// / / / / m 1 r ^\m \ m i\ m m m m \m m m \m T I :=r':- (n 0 '•-.°:;•a!--. �i.� _ I n F ` {• ..r' _". ` • _ .at_ SEPARATOR I 1 \ _ = CONTECH CDS <° \ / N ^/ / / / \ 8 - ' _ -- _ SD B5 CB TYPE 11 - 48 \ : hx:=:. - :_ m m m m m m 4, m m m m m m m m m m m s(1 - \ J / `O \ \/ / / / / I n m \ 4, 4, m m m i m i � m � m m m m m 114- O � S_ + ,a - _°_ "• •• r� I I \ �ZQ : ?_ `• a- -o _ . �, j � I• • _ i• " U SEE DETAIL - . . ' / %� // / / / 4n m _ �n m 4n m 41 �nl . n m n n m \ 4n mN n m m e • - - - 4 •_ d •' ' ��� 1$ I I - I n I - o �' / N /N / I m \ r r m r m a m\ \ T m _ - _ _ _- •a III' _ \ TI \ I ° 4.1 I - I . z //^ I I / / / / I `m m �^ m\ m \n m m m \ m m m \n \ m m m m ` ° - - ° J CD° . ° . •� - ---1c I °° "_ / I OIII I / H / m ', m 1 m m m m m m m m\ m m\ n m m ', m _ _ 1 _ QS' _� _ __ _�S QS' l LL I'�✓ : (_l� / IN N 1 ''��yy _ L __ __ - - - J l - - __ r - __ L-- I / / I / / /� / I T \ m m \ n\ m \ m \ m n m n \ n \ \m n m I = - - w - - _ - �i ��� I Y : •` $ /� - _ / m 1 41 P\ m "n m ", n I m T\ m m\ \ \r \ # / I � I N n m m n �m m �L 12fi� / / / / / / / A \ SD D1A CB TYPE I 6" DOWNSPOUT �� I -. =' / m n m m m n m n n n m n m m T HUB D3CK T w I ® \ SD B6 4 X6 FILTERRA #4 w MI , / / / \ \ I� 4 \ �12198 6. 490 I I I m \ W 6" RECESSED TOP I T(-' . _r- / / 1 1 J / I T T T m m m m T T T\ T TIGHTLINE (TYP) WATER QUALITY VAULT °O r__ `\ / / / / / / m � m m m m\ m m m m m m m n m\ m m 1\ T T m m T m \T ELEV- 87. 6 m T 1 1 I / I I •� I 1 I a , . / / \ \ I o I SEE DETAIL I SD B8 CB TYP I :_ I I I ~ I I cn 1 J/ / // / /// / m m m m m \ m \ m \n m n m I �' - - 286 INFILTRATING BIORETENTION I I I 8 / I '► �i < . / \ / / // / \ T T T COLLECTOR LINE FOR T T T T \� - iI I' - BOTTOM OF RAIN GARDEN - 1 I 4.1 j . t. , I / , �' I - / / // /1 m m m\ m �` m \ m m + m m m m II ` I - n FILED UNDERDRAIN PIPES \ \ I ELEV 284.47 ,y I . •_: _ _ "-_. • _ _ 1 I k // / / /I / m\ h m m mm 4, \ m m m m m m m � L/ I SEE DETAIL FFE 288.10 - - N I CONNECT TRENCH : -: , -d . : _;�_,_ ) /^ I J ANzm m m m �J m m m m m m m m m / // 1 // / T T I \ \ \ \ \ �' 15 I - DRAIN TO STORM •=- a I / M I . I I , // / n m n m m m\ m n m m m n m m n m m n _ 1 // \ 1' I 4.1 / / DRAIN SYSTEM i. I ` ` , I 8" SD ST69 FOR1 / / t� T / T � T \m T \ T T\ T 1r T \T M T T � T T T\� T m/� T �' � \ 4 PERF FOOTING / / I J � ( � I . m m m m m m m n m m m m m m m m m m m " I I �I 1 FIELD UNDERDRAIN / \ N \ I I DRAIN (TYP) 6" DOWNSPOUT 1 / j 44 LF TRENCH DRAIN _ .. .'� I � 1 /\ / m m m `\ m m m �n m \m m m \m m m m m m m \m / \m AT 0.6/o SLOPE AND _- - � - _ _ I� / - COLLEC 0 PI E T\ T T \m m m m m m m m m m �r m m T T TIGHTLINE (TYP) I I 00 I ,� SD A7 4'X6' FILTERRA #1 I � I I I \ \/ T T T T m m m m m m m \ m 4, m \ m\ / - m I / RIM TO IE IS 12 MIN . ;- • r_ .-.►� �° � . WATER QUALITY VAULT \ \ I A / T T T T'` T N T T T T T T T T T T T \T \\\\\ _ \\��������\\\ \\� V / _ I :. _ _ 0 / I . I \�311-- --� f - �' . _ V I i \ \ \ m '\ m m m \ m \m m m \m\ m �n m + 4, m ---� - -- _ -� 1- - -- - ---- ---- / 1 SEE DETAIL (TYP) \ I / �n - _ - _ _ L i- r- . I / m m m m m m m m m m m m C UJ -J UJ LL Q - - I / \ \ 30-FT RIGHT-OF-WAY . 8 \ I I T T \T S E LANDSC E P N$ T T\ T T T T� T I I ®I '> ` v 1 1 __ _28g - I �(, l �, i I DEDICATION 4.1 I \ \ T T T\ T T T FOR PERFORA ED FIELD T T\ T T T \T T m m \ T \ 1 =1= -- -I I 11 I -' _% • I. �, > I �\I \ I \ \ /T T mm T\ T T\ T UN ERDRAINA ES STEM T\ T\ T �' SD'D�CBTYVEIF-\$' T 1 I // I � ------ �- -;,'} u' 0' _ 1 \ - , . `' �• y- _ �VD I `J I SSMH 2203 RIM=288.60 \ \ m \m m m m m m m m m m m m m m 7 p �� 1 \ m 1 �_ I / / I I # - / \ 1� / m m ® 4. \ m m m m m m n m m m m m m m m m m m 2 _ � � _ ' Qj - (q 1 \ / 10" CONIC E-W - \ \ \ \ \ \ \ \ \ \ o = °o I ``• • . \ / 6" CONIC N(FILLED IN) / / / \ \ j I m m m r\ n \\ m \, n m \ m m 4, m m 2 m - � - - - _ - o _ '�' �- ' _ � _ J / �. � CENTER OF CHANNEL=271.90 - / \\ \\ \m \m m m \m\ m n m m m m n m m m� m m m m m n ` �. ----__ ___ _SD PEI �8� 1 �' �, � d.-• I I LADDERE . / / \ I \ I \ \ \m T \ T \ \ m \ r m\ \\ m \r m n m \ m m r \m m \ m T\ I I Q '- - - - - - - - - - - - - - - - - - - - - - - - - 1 / \ m m m m m m m m m m n m m m m \ m m m m m m \mI / - � I 00 - S \ \ j / I I \ \1 \ \ m \ \ m m m + m 4, ,1! / _ ;Y M M M \ I �Cp I - (no �• ` I . - /Vl M \ I cn i t -40 \ �' _ \ 1 x / I I \ \\ \ \ \ �\ �T m T T\ T �\ T UTURE 30'X64' / / �� - _ (IS "SID I M " M T� �M �M 0 o \ 9 /'� I - . / I I 1 \° \ \ \ T T "\\ m m T ,\ "2 T T T T T PORTABLE BUILDING I / ----- --- -- -- - -- \ v - \ C \ \ / / _ -� / `�' I SD R4 CB TYPE I - � � � � \ m\ \ 4, 4, m m m m m � m m T T (NOT IN CONTRACT) - / / 4t��-286 `- _ _ _ _ - _ _ I \ \ _ -- � `� I - N N N N I �(P� \ \ m � � �� m T� � n � n m n m I / STCB#5208 RIM 283.50 I ��'Z8 I _ _ v a J � _ � _ - - � I. I \� � \ - _ \ nr �I f \ m . m m m 4' m m\ m m m m I , \ \ \ �\ \ !, \ / CPP W IE-2 1.84 I - - -_- -_ - �_ _% - �\ r n m m m m m \m m m m m m m / F - E _ ` I I / / 1 I /_ _ \ \ \ \ \ \ / / / / CPP E IE=28 .84 J 18" VERT CONIC °` I \ / - - - - - �D 1 - - - - � � - � __ 1 \ I 1 m m 1 m m \ m \ m �n \ m\ �n -m \ -� - _ i +� ( \ \ \ ( \ \ \ \ \ \ \ -C m 1m - N J� � ,J n �k 11 m Js ,n / / / Cp / / 0 0 / / i \ \ Q o \ \ / /�- �� j �28� _ - - - \ \ _ ,I X O \\ \ \ I \ I II . \ -�2 �, \ �� 1 �_ \ / d - ----ti p /i - _ __ - I • \ \ \ \\ \ - S �J \ // / - ��\ \ \ m \ N - \, X I \ s g --- ° 28 DD3CBTYPE°I ------ -_ -_ 8���/ 282- -3- / / \��SDD6CBTYPEI �� `I \ \ �'� �� I �/\ )\\I �. V -_ 2 / --- 0- --- _ - 2 / - -� \ � \ y - 1 /"��" l -V \ / �/ /�\- - 282 ---- - � -/ - �_280 // �� \ -� �\ \\ NABL N1 4 I . I / -� / \ \ \\ / __�\ -=_/� , �� � - _28'28079-- - _ -� __� 2 79-_ /- - \\ \\ � 2j \ a \ \2 _ . - -_---- - ----- - - - -- 8 I WA HER \ / / / --- -- - - -� i i2 - / - 9� \ .. 1 I' \ \ 8� �\� \ ! / �//--_--_- __-- 27� _-li���, Q}- / /.- i 1 \ \ \ or.Qo`S �� \ N:11646 653 \ �� �� ✓ \ //� / ------ ----� 276-� \ 278-- �L1 / / \ \ r.o4 8,� E:125964.228 \ 1 ��\ \ ��� �'�\ �\ \\/����_ � J //��// /---- 276- \\ 1-1 N�2/� ������ 1-1 ��1rJ // \\ \`,-, "��� \\S�B9 TYP�1\ `` SD( /) bSo �/ �\E\v:28�.78 \ r� \11 ,__\ \ J / / / / / \ 275- \ \ / ��1 / \ \ �2j \ \ \ - . = s i ­ , , . \\ \ \ � --j ! - //// _ - �- i/1\ \-_�_ - 274--SO`57`31'W 5 3'� \ - �_ � / '^2j� \ r- - \` - -� �\2j� \\ _ \ \I'll 1-1\\ ) I � •� \ I - 4�2 • \ / SD B10 CB TYPE I I� `8 , . . I I o I . \ i Cn \� . \ / I I I . I. . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . I. . .�..1.\. ORIGINAL SHEET IS 30" x 42" copyright 2020 all rights reserved architect_ MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON CONSULTING ENGINEERS landscape architect_ WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer_ HARGIS ENGINEERS electrical engineer_ HARGIS ENGINEERS food service STAFFORD DESIGN GROUP hazardous materials PBS ENGINEERING le1:l 3I surveyor_ - - - 8/I6/2o21 project_ OLYMPIC VIEW K-8 SCHOOL client - FEDERAL WAY PUBLIC SCHOOLS location_ 2626 SW 327th ST, FEDERAL WAY, WA 98023 Project No. 2016.000 OVERALL DRAINAGE PLAN issued - LAND USE 26 MAR 21 revision_ Qi LU RESUBMITTAL 16 AUG 21 drawn_ DJD checked_ JAJ sheet_ C4.00 U a E VAULT LENGTH CURB AND GUTTER, TYP. *CURB (NOT BY CONTECH) *INLET PIPE INLET TRANSFER OPENING SEE CURB INLET DETAIL *IF REQUIRED NOT BY CONTECH 4" x 15" ON 4' WIDE VAULTS (LOCATION VARIES) 4" x 20" ON 64WIDE VAULTS 7 +7------- H--------� m 0 I D -O L UNDERDRAIN U � II I A w I A z I I I _ F� �Q 7"0CLEANOUT F INLET ACCESS I DO�OO��D�D� 2"0 IRRIGATION PORT (TYP 3 PLACES) TREE GRATE I I I L_^_T --------- I I -rr - OUTLET PIPE NOT BY CONTECH OUTLET ACCESS (LOCATION VARIES) 2'-0" MEDIA BAY MIN F -� 1� PLAN VIEW 12 I II�L I H L I II I �L w r� L 1-i _J PLANT PROVIDED BY CONTECH ALTERNATE ORIENTATION �� 3 ENERGY TREE FRAME AND GRATE DISSIPATION r CAST INTO TOP SLAB ROCKS CLEAN OUT FRAME AND *INLET PIPE COVER CAST INTO TOP SLAB NOT BY CONTECH *CURB *IF REQUIRED (LOCATION VARIES) INLET TOP SLAB 6" (STD) 12" (DEEP) Ea w - � w INLET BAY 2"0 IRRIGATION PORT PERMANENT (TYP 3 PLACES) SETTLING POOL ELEV. 3" MULCH LAYER, TYP PROVIDED BY CONTECH �� 6" UNDERDRAIN OUTLET PIPE STONE LAYER, TYP :;� NOT BY CONTECH FLOWKIT PROVIDED BY CONTECH (LOCATION VARIES) N 21" FILTERRA MEDIA, TYP PROVIDED BY CONTECH SECTION A -A (STANDARD DEPTH SHOWN) INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING UPON OUTLET LOCATION. CENTER OF CDS STRUCTURE, SCREEN AND FIBERGLASS SEPARATION SUMP OPENING CYLINDER AND INLET P F`ONN /' + FLOW I TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) PVC HYDRAULIC SHEAR 48" [1219] I.D. MANHOLE PLATE STRUCTURE +/-65° MAX. PLAN VIEW B-B N.T.S. CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGS/RISERS FIBERGLASS SEPARATION N CYLINDER AND INLET B INLET PIPE (MULTIPLE INLET PIPES MAY BE ACCOMMODATED) OIL BAFFLE SKIRT SEPARATION SCREEN PVC HYDRAULIC SHEAR PLATE SOLIDS STORAGE SUMP t°Used " rn N_ 0 III o I N tt5 33] -I o 1 0 N OUTLET PIPE PERMANENT POOL ELEV. UJ w B N co v ELEVATION A -A N.T.S. lul�ir+; D& Ofilterra" 121 FTPD STANDARD HEIGHT CONFIGURATION DESIGNATION (OPTIONS: -P, -T, -PT) AVAILABILITY MEDIA BAY SIZE VAULT SIZE (W x L) WEIR LENGTH/ MAX CURB OPENING *MAX BYPASS FLOW (CFS) INLET/ OUTLET ACCESS DIA TREE GRATE QTY & SIZE FTPD0404 N/A CA 4 x 4 4 x 6 1'-8" 1.4 12"/12" (1) Tx 3' FTPD04045 CA ONLY 4 x 4.5 4 x 6.5 V-8" 1.4 12"/12" (1) Tx 3' FTPD0406 N/A MID-ATL 4 x 6 4 x 8 V-8" 1.4 17712" (1) Tx 3' FTPD045058 MID-ATL ONLY 4.5 x 5.83 4.5 x 7.83 V-8" 1.4 12"/12" (1) Tx 3' FTPD0604 ALL 6 x 4 6 x 6 V-8" 1.4 12"/12" (1) Tx 3' FTPD0606 ALL 6 x 6 6 x 8 V-8" 1.4 12"/12" (1) Tx 3' FTPD0608 ALL 6 x 8 6 x 10 V-8" 1.4 12"/12" (1) 4' x 4' FTPD0610 ALL 6 x 10 6 x 12 1'-8" 1.4 12"/12" (1) 4' x 4' FTPD0710 ALL 7 x 10 7 x 13 2'-6" 2.1 24"/24" (1) 4' x 4' FTPD08105 ALL 8 x 10.5 8 x 14 T-0" 2.5 24"/24" (1) 4' x 4' FTPD08125 ALL 8 x 12.5 8 x 16 T-0" 2.5 24"/24" (2) 4' x 4' N/A = NOT AVAILABLE FTPD-D DEEP OPTION CONFIGURATION DESIGNATION (OPTIONS: -P, -T, -PT) AVAILABILITY MEDIA BAY SIZE VAULT SIZE (W x L) WEIR LENGTH/ MAX CURB OPENING *MAX BYPASS FLOW (CFS) INLET/ OUTLET ACCESS DIA TREE GRATE QTY & SIZE FTPD0404-D N/A CA 4 x 4 4 x 6 V-8" 4.6 12"/12" (1) Tx 3' FTPD04045-D CA ONLY 4 x 4.5 4 x 6.5 V-8" 4.6 17712" (1) Tx 3' FTPD0406-D N/A MID-ATL 4 x 6 4 x 8 V-8" 4.6 12"/12" (1) Tx 3' FTPD045058-D MID-ATL ONLY 4.5 x 5.83 4.5 x 7.83 V-8" 4.6 12"/12" (1) Tx 3' FTPD0604-D ALL 6 x 4 6 x 6 1'-8" 4.6 12"/12" (1) Tx 3' FTPD0606-D ALL 6 x 6 6 x 8 V-8" 4.6 12"/12" (1) Tx 3' FTPD0608-D ALL 6 x 8 6 x 10 1'-8" 4.6 12"/12" (1) 4' x 4' FTPD0610-D ALL 6 x 10 6 x 12 V-8" 4.6 12"/12" (1) 4' x 4' FTPD0710-D ALL 7 x 10 7 x 13 2'-6" 6.8 24"/24" (1) 4' x 4' FTPDO8105-D ALL 8 x 10.5 8 x 14 T-0" 8.2 24"/24" (1) 4' x 4' FTPD08125-D ALL 8 x 12.5 8 x 16 T-0" 8.2 24"/24" (2) 4' x 4' N/A = NOT AVAILABLE *MAX BYPASS FLOW IS INTERNAL WEIR FLOW. SITE SPECIFIC ANALYSIS IS REQUIRED TO DETERMINE CURB INLET FLOW CAPACITY CURB AND GUTTER, TYP (NOT BY CONTECH) STREET J, CURB INLET DETAIL CDS2015-4-C DESIGN NOTES THE STANDARD CDS2015-4-C CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. CONFIGURATION DESCRIPTION GRATED INLET ONLY (NO INLET PIPE) GRATED INLET WITH INLET PIPE OR PIPES CURB INLET ONLY (NO INLET PIPE) CURB INLET WITH INLET PIPE OR PIPES SEPARATE OIL BAFFLE (SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION) SEDIMENT WEIR FOR NJDEP / NJCAT CONFORMING UNITS FRAME AND COVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTUREID WATER QUALITY FLOW RATE (CFS OR L/s) PEAK FLOW RATE (CFS OR L/s) RETURN PERIOD OF PEAK FLOW (YRS) SCREEN APERTURE (2400 OR 4700) PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE 1 INLET PIPE 2 OUTLET PIPE RIM ELEVATION ANTI -FLOTATION BALLAST WIDTH HEIGHT NOTES/SPECIAL REQUIREMENTS: PER ENGINEER OF RECORD GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com 4. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET HS20 (AASHTO M 306) LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. 6. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING MAINTENANCE CLEANING. INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS, AND ASSEMBLE STRUCTURE, D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. NTS --(:8 Filterra Peak Diversion (FTPD) NTS 1 Contech CDS Separator C/L 8-FT DIAMETER PERFORATED PIPE LENGTH PER PLAN PROPOSED FINGER DRAIN MINIMI WIDE BY VARIES (4-FT TO 7-FT) DE LENGTH TO MATCH LENGTH DETENTION PIPE. FINGER DRAII LOCATED BETWEEN CMP AI DIRECTLY BELOW CMP DETENTIO1 SEE SHEET 3/4" - 1-1/2" WASHED ROCK NTS A Not Used NTS CMP Detention Pipe and Finger Drain Schematic CONCRETE PERIMETER PLANTER WALL PER USCAPE PLANS NOTES: BIORETENTION SOIL PER USCAPE PLANS (TYP) (SOIL LAYER #2) 1. ALL COMPONENTS (PLANTS, SOIL, MULCH) ARE REQUIRED FOR STORMWATER FUNCTION. SEE L'SCAPE PLANS 2. SEE BIORETENTION NOTES, SHEETS C4.01 & C4.02 3. SEE BIORETENTION CONSTRUCTION NOTES, SHEETS C4.01 & C4.02 4. CONTRACTOR SHALL VERIFY WITH AS -BUILT SURVEY, THE MINIMUM BOTTOM AREA, SIDE SLOPES, BOTTOM ELEVATION, MAX W.S. ELEVATION, FREE BOARD ELEVATION, AND BIORETENTION DEPTH ARE PROVIDED AS DESIRED. 5. SUBMIT AS -BUILT SURVEY TO ENGINEER PRIOR TO PLANTING 12"x10" 96" DIAMETER PERFORATED PIPE SEE DETAIL 6" SEDIMENT 4" MIN 16" MAX DDER. WELD OR BOLT ANDARD MANHOLE EPS 12" O.C. OTE ILL METAL PARTS AND SURFACES IUST BE MADE OF CORROSION ESISTANT MATERIAL OR ASPHALT OATED TREATMENT #1. A. 36" BOLT LOCKING MANHOLE RING AND COVER W/ ADJUSTMENT RING AS NECESSARY AND HS-25 LOADING. FRAME WITH LOCKING LID (MARKED "DRAIN"). MOUNTED OVER 24" DIAMETER. ECCENTRIC OPENING. ALIGN VERTICALLY WITH ACCESS LADDER TO PROVIDE 2-FOOT ACCESS CLEARANCE B. CONCRETE GRADE RINGS AS NEEDED TO MATCH FINISHED GRADE C. 12" THICK CONCRETE TOP SLAB FOR TYPE 2 CATCH BASIN - 60" DIAMETER D. CMP RISER: (GAUGE TO MATCH DETENTION PIPE) HELICAL OR ANNULAR CORRUGATED METAL PIPE, 36" 0. E. CORRUGATED METAL STUBS AND DETENTION PIPE TO BE GAUGE 16 OR APPROVED EQUAL. STUB LENGTHS TO BE 12" MIN. NTS 5 Access Riser ACCESS RISER (4) 01" PERFORATIONS 096", 5"x1% ALT2, 16ga SEE DETAIL 5 1'-0" APART CUSTOM PERFORATED CSP 4.1 /- SPRINGLINE SECTION A -A SEE PLAN z J 0- w w �Ov 611 -J ' -1- 15 o l PERFORATION DETAIL ACCESS RISER PLAN VIEW REINFORCING AS REQUIED 096", 5"x1% ALUMINIZED PIPE (ALT 2), 16ga., CUSTOM PERFORATED CORRUGATED STEEL PIPE (CSP) 01" HOLES STAGGER 6" o o o o oo 0 0 0 o o o o o o o o o o o o o o o 0 o 0 0 o o 0 o o o o o o 0 1'-0" TYP A FRONT VIEW Perforated Detention Pipe 1 MULCH PER L'SCAPE PLANS (TYP) (SOIL LAYER #1) FREEBOARD (FT) _ MAX W.S. ELEVATION V m BOTTOM ELEVATION (BE) CLEAN (<5% FINES) ��oaDo��( o� 3/4" - 1-1/2" WASHED ROCK Oho ti (SOIL LAYER #3) �0�00o�a �O000O� *EL 283.50- F� BEE -HIVE GRATE SEE DETAIL e 4.1 INSTALL RISERS AS Out REQUIRED, SUCH THAT STRUCTURE IS BELOW GRADE IE PER PLAN OUTLET STRUCTURE PER PLAN BIORETENTION REQUIRED PONDING BOTTOM MAXIMUM W.S. TOP OF NUMBER BOTTOM DEPTH (FT) ELEVATION (FT) ELEVATION (FT) FREE BOARD (#) AREA (SF) (D) (BE) M (FT) 1 2,813 6" 288.04 288.54 289.77 * ELEV 283.50 EQUALS BOTTOM OF WASHED ROCK LAYER AND TOP OF INFILTRATIVE SOIL LAYER. INFILTRATIVE SOILS APPROXIMATE INFILTRATION RATE = 4.2 IN/HR NTS 15 Infiltrating Bioretention NTS 20 Not Used architect MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON CONSULTING ENGINEERS landscape architect_ WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer_ HARGIS ENGINEERS electrical engineer_ HARGIS ENGINEERS food service_ STAFFORD DESIGN GROUP hazardous materials PBS ENGINEERING surveyor_ AHBL project_ OLYMPIC VIEW K-8 SCHOOL client_ FEDERAL WAY PUBLIC SCHOOLS location_ 2626 SW 327th ST, FEDERAL WAY, WA 98023 Project No. 2016.000 DRAINAGE DETAILS issued_ LAND USE 26 MAR 21 revision_ Qi LU RESUBMITTAL 16 AUG 21 drawn_ DJD checked_ JAJ :r sheet_ C4.10 ORIGINAL SHEET IS 30" x 42" copyright 2020 all rights reserved CU a E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 295 295 - EX GRADE 290 290 FINISHED GRADE • 285 `-- 285 OUTWASH ELEVATION 233 LF 96" CMP @ 0.0% 280 i 280 i 1 275 0.5' j 275 • 2-FT WIDE BY 4-FT DEEP 6" MIN BEDDING BELOW PIPES 270 GRAVEL FINGER DRAIN 270 BETWEEN AND BELOW CMP L L SDA4CBTYPE II-72" DETENTION PIPE. SEE SECTIONSL RIM 285.69 CMP DETENTION SYSTEM 1 IE 273.73 18"(IN)NW Scale: 1"=5' V. 1"=10' H IE 274.43 36"(OUT)S IE 274.43 36"(OUT)E 300 300 300 300 300 300 FREE DRAINING FREE DRAINING FREE DRAINING IMPORTED OR ON -SITE ANGULAR WASHED IMPORTED OR ON -SITE ANGULAR WASHED FINISHED GRADE IMPORTED OR ON -SITE ANGULAR WASHED FINISHED GRADE STRUCTURAL FILL MATERIAL STONE 3/4" TO 2" FINISHED GRADE STRUCTURAL FILL MATERIAL STONE 3/4" TO 2" STRUCTURAL FILL MATERIAL STONE 3/4" TO 2" 290 - MIN PARTICLE SIZE EX GRADE 290 290290 290290 MIN PARTICLE SIZE EX GRADE MIN PARTICLE SIZE EX GRADE - ------- — ----------- —_— _---- — _ — -------- —----- 11=III=11I-1 I I III —III —III —III —III— I I —III —III —III —III —I — — — — _ — — — — — I I=1 I I —III —III III=1 I I=1 I I I I=1 I I —III III=1 I I III III III=1 I I—III=1 I I - - — — — — — — — — — — — — — — — — _ — 1.5:1 TEMP CUT 1.5:1 TEMP CUT — — — — — — — — — — — — _ 1.5:1 TEMP CUT III III III III III III III III SLOPE (TYP) — —III =III— — —III=III— SLOPE TYP —III- - — — — — - — — — SLOPE (TYP) — — — — — (TYP) III III I III III - 280 it II —I II I— — 280 280 — — _— - 280 280 _ — = —1.1 280 T00 boo°0 0 0 o 000�o a OUTWASH o0 0 00gnu a OUTWASH o a�o�o 0 OUTWASH - 0 ° 0000 00 0 0° ELEVATION 0 °0 0 00°moo Oo°o 0 0 0° ELEVATION 4-FT MAX 0 0 0°00 4-FT MAX 4-FT MAX 0 0 0 0 0 0000 0 0 o ELEVATION 2' 1.0% 1.0% 2' 1.0% 1.0% 2' VERTICAL 21 10%� E1'o�° VERTICAL 12 F VERTICAL 121 F- 270 CUT (TYP) 6" MIN BEDDING BELOW PIPES 270 270 CUT (TYP) �I 6" MIN BEDDING BELOW PIPES 270 270 CUT (TYP) �I � 6" MIN BEDDING BELOW PIPES 270 SLOPE BEDDING SUB -GRADE 2 1 <_ SLOPE BEDDING SUB -GRADE 2 SLOPE BEDDING SUB -GRADE 2 AT 1% MIN TOWARDS GRAVEL GRAVEL FINGER DRAIN AT 1% MIN TOWARDS GRAVEL GRAVEL FINGER DRAIN AT 1% MIN TOWARDS GRAVEL GRAVEL FINGER DRAIN FINGER DRAIN (TYP) SEE DETAIL�g FINGER DRAIN (TYP) SEE DETAIL�g FINGER DRAIN (TYP) SEE DETAILeg - ' 260 260 260 260 260 260 ' CMP DE=TENTION SYSTEM 1- SECTION A CMP DE=TENTION SYSTEM 1- SECTION B CMP DE=TENTION SYSTEM 1- SECTION C SCALE: 1" = 10' SCALE: 1" = 10' SCALE: 1" = 10' 295 295 290 FINISHED GRADE 290 A B EX GRADE - 285 ---�----_-------- --- -- 285 OUTWASH ELEVATION 65 LF 96" CMP @ 0.0% O - 280 280 0.5' 275 _ 275 N 6" MIN BEDDING BELOW PIPES 270 270 2-FT WIDE BY 4.2-FT DEEP SD B2 CB TYPE II - 60" GRAVEL FINGER DRAIN CMP DE.TENTION SYSTEM 2 RIM 285.89 - BETWEEN AND BELOW CMP IE 274.65 36"(OUT)W DETENTION PIPE. SEE SECTIONS Scale: 1"=5' V. 1"=°10' H IE 281.65 12"(OUT)N IE 274.65 36"(OUT)S 300 300 300 300 - FREE DRAINING FREE DRAINING IMPORTED OR ON -SITE ANGULAR WASHED FINISHED GRADE IMPORTED OR ON -SITE ANGULAR WASHED FINISHED GRADE - STRUCTURAL FILL MATERIAL STONE 3/4" TO 2" STRUCTURAL FILL MATERIAL STONE 3/4" TO 2" MIN PARTICLE SIZE EX GRADE MIN PARTICLE SIZE EX GRADE 290 290 290 290 1.5:1 TEMP CUT III III III �I 1 I I I 1.5:1 TEMP CUT SLOPE (TYP) I I -111111111 SLOPE (TYP) 280 280 280 I I III III ICI I 280 -- 4-FT MAX o00 0000° 0 0 O0°` 0� VERTICAL o0 0 oO�o�O�°0°` 0� OUTWASH OUTWASH " 000 0 0 " l o CUT (TYP) 4 FT MAX o0 0 0 10% o - 1.0% k ELEVATION 1.0 /o ELEVATION 121 c� oo �— 2 VERTICAL 21 10%� cv oo E—� 2 _ 270 �I 6" MIN BEDDING BELOW PIPES 270 270 CUT (TYP) 6" MIN BEDDING BELOW PIPESIt 270 _ _ SLOPE BEDDING SUB -GRADE 2 SLOPE BEDDING SUB -GRADE 2 _ AT 1% MIN TOWARDS GRAVEL GRAVEL FINGER DRAIN AT 1% MIN TOWARDS GRAVEL GRAVEL FINGER DRAIN FINGER DRAIN (TYP) SEE DETAIL�g FINGER DRAIN (TYP) SEE DETAIL (g 4.1 4.1 260 260 260 260 CMP DE=TENTION SYSTEM 2 - SECTION A CMP DE=TENTION SYSTEM 2 - SECTION B SCALE: 1" = 10' SCALE: 1" = 10' ORIGINAL SHEET IS 30" x 42" copyright 2020 all rights reserved architect MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON CONSULTING ENGINEERS landscape architect_ WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer_ HARGIS ENGINEERS electrical engineer_ HARGIS ENGINEERS food service STAFFORD DESIGN GROUP hazardous materials PBS ENGINEERING surveyor_ le1:l 31 project_ OLYMPIC VIEW K-8 SCHOOL client FEDERAL WAY PUBLIC SCHOOLS location_ 2626 SW 327th ST, FEDERAL WAY, WA 98023 Project No. 2016.000 STORM DETENTION PROFILES issued LAND USE 26 MAR 21 revision_ Qi LU RESUBMITTAL drawn_ DJD checked_ JAJ 16 AUG 21 sheet C4.20 z1x,, CU a E • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Le end Call before you. 9 Dgg.8-1-1` PROPERTY LINE N 79JJ'06" E- 46.81' CZ or 1-800-424-5555' UNDERGROUND - STORM DRAINAGE PIPE So 8" SID xx% SID SERVICE (USA) _ YD/CO/CB/CB 2/MH C, ^ J �� ®•BOO 0 15 30 60 • SANITARY SEWER ?"ss SS 8 SS S xx°� SCALE 1 ��=30' - SANITARY MH/CO ( )SSMH 0SSCO O • . WATER MAIN z" DI W W- 12" DI W �W � - FH/FDC/PIV/VALVE F\FDC PI o WV FHA Ok PIV NWV FDC FOOTING DRAIN ---FTG----FTG----FTG - NEW 8" WATER MAIN NEW 8" WATER MAIN / (REPLACE EX 6" WATER MAIN) (REPLACE EX 6" WATER MAIN) ` / 44 LF 8" DI CL52 14 LF 8" DI CL52 / \ - / STUB CONDUITS -_ CONNECT TO NEW 8" WATER MAIN CONNECT TO EX 4" WATER MAIN \ UP TERMINAL POLE 2-INCH GRIND AND (1) 8"x8" TEE (FLxFL) (1) 8" G TEE (FLxFL) \ - ST VAULT 774 RIM=264.99 OVERLAY AS REQUIRED / (3) 8" GATE VALVES (FLxMJ) (2) 8" GATE VALVES (FLxMJ) / \ SSMH NC RIM=285 _ SSMH NC RIM=2 76.5 - 8" CONC N FILLED I, STCB#50 RIM-283.89 ( 6" CONC SW IE=276.54 # 1 (1) 4"x8" REDUCER (MJxFL) 8° CONC E-S 32" CONC IE=278.32 30" CONC NE IE=259.0t FOR WATERMAIN () 8 x12 REDUCER (MJxFL) STC6#506 RIM=285.39 8" CONC N - *SOUTH PIPE RECESSED TO FAR REPLACEMENT (TYP) W/ THRUST BLOCKING (1) 4 GATE VALVE (FLxMJ) \ 9" CONC S IE=283.38\ CENTER OF C L=277.17 32" CONC SE IC278.35 10" CONC W-SE CANNOT SEE* SSMH#777IIM=270.33 / LADDER W 12" CMP NW IE-- 78.35 CENTER OF CHANNEL=276.26 ` STC13#775 RIM=268.33 8" CONC S-NE LADDER E SSMH#512 RIM=261.23 12" CONC W IE=265.55 \ CENTER 0f STCB#502 RIM=278.86 / NEW 8" WATER MAIN STCB#505 RIM=285.43 - 8" CONC NW-NE-S 12" CONC SE IE=265.58 LADDER LNE CE EX ACCESSIBLE = STMH#2087 RIM=283.38 12" CMP RIM=28 2. 0 12" CONC N IE=276.61 (REPLACE EX 6" WATER MAIN) = 8" CONC N IE=281.33 / 12" CMP SW IE=282.05 ~ AS REQUIRED FOR 30" CMP N IE=279. 286 LF 8" DI CL52 12" CONC E IE=281.21 CENTER OF CHANNEL=254.20 N W 12" CONC S IE=279. 0 (flLADDER N (� W MAIN REPLACEMENT F� 2" CONC W IE=2a, 9 ONNECT TO EX 6" WATER MAIN(FIELD EFFORTS INDICAT D (I.V STMH#773 RIM=265.69 REPLACE EX CONCRETE (6" COUPLING30" CONC NW IE=260.17 INEW 8 WATER MAIN STCB 501 RIM=2 .49 (� V # qDIFFERENT PIPES FROM RECOSIDEWALK AS RE UIRED W1H#1628 RIM=285.78 1 6 GATE VALVE MJxFL)SSMH 500 M=279.62 STCB#516 RIM=260.12 30" CONC SW IE=260.19 (REPLACE EX 6" 12" C C S IE=27 02 8" CONC N-E-S DRAWING Q 32" CONC N IE=277. (( Q FOR WATER MAIN 32"=277.51 (1) "x8"REDUCER (FLxMJ) TYPE 2 12" CO C W IE=275. 7 J CENTER CHANNEL=269.d? IE=258.07 X P WATER MAIN) -- -- -- -LADDE -- -- -- -- - -- -- REPLACEMENT (TYP) -- _--� 12" CONC NE IE=278.5812�NW IE=257_82 -- -- -- - -- -- -- 181 LF 8" DI CL52 -- -- - -- - - �- __ R X - -- -- -- _ -- -- - - LADDER W -- - -- - -- - \ - _ Q ill �` M M M M M a- W W W • Q o �, ° ss W P 821f10 a3� 0�1 � 821f10 03��021f1 a3��021 82�f10 43��021 8 �, /` co I SO SO' 57' 31"W ° 26TH AVENUE SW I � FIRE HYDRANT NCO / I o� SS S SS SS S S SS S S SS SS SS (MINOR COLLECTOR) ' s ss ss - GAS GAS GAS SVO VO S -S VO '0 Sd0 S 0 - SVO \V, S 093q;G-8 CIS j as Cs - s - _ - s STUB CONDUITS LE S - - - - - - UP TERMINAL PO ' s S CIS 5t SC �C P SL - - - ���� - - o �_ OS� 4 Q� as = - STCB 510 RIM=283.91 CONNECT EX FIRE HYDRANT CIS 4 t]S OS # _ CONNECT NEW UNDERGROUND LSTMH#850 RIM=268.82 7211 ® _ ''° _ - - , 32" CONC NW IE=278.96 POWER TO EX VAULT \o„ CONC N IE=262.80 \ � TO NEW 8" WATER MAIN / �8� - '__ `° - = I ' 12" CMP NE IE=280.51 - 30 CONC S IE=263.34 \ �� (1) 8"x6" EE (FLxFL) F//� _ a 24" CONC S IE=279.11 12" CONC SE IE=263.37 Fy --- = I I . CONNECT6COUPOINGEX 6 WATER MAIN TYPE 2 \ �� TYP 6 LF 6 DI CL52 5'-FT UTILITY OSF Fq `` ®m II IV 12" PVC SW ER SW.23 6" COUPLING f `'� " \ R w y TYPE 2 LADDER SW STCB#514 RIM=260.16 (1) 6"x8" REDUCER (FLxMJ) \ CONNECT NEW ��� W/ THRUST BLOCKING / EASEMENT ALONG L'iy ® n - 26TH AVE SW (TYP) 30" CONC NE IE=255.43 PROPOSED STREET LIGHT, UNDERGROUND COMM � _ - 12" DI SE IE=256.58 <v ON ❑ ) 30" CONC SE IE=255.46 STMH#772 RIM=263.91 POLE, AND HANDHOLE TO EX UNDERGROUND �Q ° O TYPE 2 30" CONC N IE=257.79 ALONG 26TH AVE SW (TYP) CONDUIT ° 30" CONC SW IE=257.81- STC6#513 RIM=260.57 TYPE 2 LADDER E 12" DI NW IE=257.36 ® I� FIRE HYDRANT I I - 12"CONC SEIE=257.31--------- --- - \ -- \ I` i • STCB#515 RIM=260.84 \ T + + + STREET LIGHT, = -:y a ® ' ` i / _ - ° __ I 180' FIRE HOSE REACH '.- -- 30" CONC NW IE=256.99\ TRANSFORMER, METER,/ ® _ CONNECT TO EX - 30" CONC S IE=257.08 I / AND CONTROL CABINETS _ o 65�_ _. I WATER MAIN TYPE 2 _ 81' 1 • � o- - - - - - - - -_ - - - - - - __ -- -- - _` -__ - - - - - _- -_ - - - _ - - _ - -- °- _ - - - - _------- --- - %gip- -_• - - - i I . / UB AND CK - :11 57.9 7 -= 8 SS \ :1259985, 21 _ = _ - _ - -- - \ \ - - � I � I _ ` o _ ss� SS ss� SS SS SS s - -_ SS = _ _ - ' s - - s- SS •ss_ SS4SSMH-48" _ 811SS - �� I I \ x t / \ SS 1 SSMH - 48"- \ + _ 12 DI WATER = - _ •.f 1 • _ MAIN L P TYP _e -_ Co En \ \ 4S� -aQ - w - --- -- - - - - --'� _.v ` \�\ _ :- p - I 8"SEWER CONNECTIOf \ W/ SERVICE TEE TO EX /. ------ 10" SEWER MAIN PER o _ a `CM SSCO LUD STD PLAN SS-07 CN I° \ al 30' (USE ALTERNATE of = a IE 284.10 \ °- I INSTALLATION WITH 9° / U) \ - \ N I = \ .:° - -' :- -� \ 6" SS POC \\ `__ °: I I' i ANGLE) o 9s pp°a _ - - - _ _ _ -:a=' �\ \` IE274.72 / f\ ® s` ------------------------ - a° _ \ :•� - _ _'- _ _-,_- -=f_ "' I I O: 30-FT RIGHT-OF-WAY \ - _ - `�- ©S J - 4� = s-. It O DEDICATION / A A A A A A A A A A �(' A A A I a•• \ I= ® \ A m` m �-dlam - _ CO A A A LU m m m I d a p "• Ic / -\ a_ - ®_s 00 / \ / 2" IRRIGATION METER IN _:'\ J CIS7 st / A A A A A A A A A A A \ A A\ A A A A A A - - - e O MI�A A A A A A \A A A A\ a A a A A A A ps _ : _;a_ __` : ea -��_ \ zo <_ AN HDPE METER BOX;i=_ - :. R �_ I A °n A A A A A A A A A A A A A A A A A A I 11MI �\ I CI A \A A A A A A \A A \A A A A A A A A A E e " • " - _ ___ _ __ -- \ \ CONNECTTOE I I oC \/ / A A A A A\ A A A A A A A A A A A A A A _ I I FJR k Z / (IS - __ _ \ R N J TER -MAIN A A A A I A A A ` A A A A A A- / A A A A �A A A m' n m m n m m �L 12� n \\AV�\\\\���\���\�\ = n - / A A A A A A A A HUBTAND # CK A A w 6 SSCO ` 2" IRRIGATION \ _ _- --' p � 6 DI M i = i / A �n m m m\ m \ m �n m m m\ m m n 1 I11:1169�8. 301� \ I E 284.10 I • / � \ � �N2�9846.tj9O\- � o\ A A A A A A A A A A A A A A A A A m m / / A A A A ,\A A A A� ELEV:i287) T 0 A A A A A A A A A A A \ A A Cn 6 A A SS POS/ 1 A�A A 1. A AA A A A AA A A A A A A A A A A A \ A \A A A = FFE 288.10 RPBA IN HOT BOX _ FDC I n - 2" DOMESTIC METER IN AN HDPE ME R BOX 2" DOMEST �� _ I _ `" A A A A A A A A A A A A A A A A A - OZ / / � �' � � � � '� \ BA IN HOTIB X �1 _---- -- - \ RP/ / 1 \ e_ •_ I Z ' GAS METER / A / \ \, / / I (SIZE TBD BY PSE) A --. R q CN A A A A A 4"DOMESTIC ° - AWATER SERVIC� 2" GAS SERVICE \ s E A A as I ®I LLp 4„FDC LINE �A A A\A A A \A \ A\A - -� - - (FINAL SIZE TBD A A pI.V BY PS 4" FIRE SERVICE SSMH#2203 RIM=288.60\ A A A A� :END B10" CONC E-W4 GREASE WTE 6" SS POC / / -- - • \\ A A A A A\ \ A A\ A \ A \\A A\ A A1 A m� A A \A A\ A I -=�---------/ --- ----=-Ak ------------ 6" CONC N(FILLED IN) A CENTER OF CHANNEL=2719\ \ / 0 FUTURE 30'X64' �' j �� - - M " D-M M 12" DI \ 4-' GW 6" SS „I I I EX GAS MAIN / CONNECT TO PORTABLE BUILDING / i - - OS - nS M M M M �M M M : SS 2 SSMH - 48 / I I °\ A A A\ A A A A A A A A T Q \ 1 I� I (NA� OAT IN y CO AT,RA\ A CAT) " II C-O-NE-C- T CATCBA I ° B° ND V<� �\� I dSTCB#5208 RIM=283.50 45a CPP W IE=281.84 WITSCCo A A Ay� A11 E B A\ A A A A\A AAA A A \A CPP E IE=281.84 18VERT CONC TO SANITARY SEWER(UNDER 0 BUILDING CANOPY COVER) x A ---------------A- FIRE HYDRANT ER 12.DI WAT --�J III / -- - - MAIN LOOP (TYP) \\. 1,000 GALLON z I `-^' \ 0 �"\\ 1 \\ ,� 1 GREASE INTERCEPTOR = _ y \ �y y . _ �\ _ NAIL AI i HE CONNECT TO EX - \ \ _ N:1159r g 3 \ 4" DCDA IN A 675 LA VAULT 12" DI E:1259 �8 6" WATERMAIN - \ \\ (6.25' x 7.75OUTSIDE) / �S° °, I - _ ELEV.2� - - SO' 57' 31 "W 845.97' X- ��ID , � 1 U 1 J J , . . . . . . . . . . �. . . . . . . . . . . . . . . . . .�. . . . . . . . . . . . . . . . . ./. . . . . . . . . . . . . . � . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� I. . . . . . . . . . . . . . . . . . . . .l- - - - �. . . . - a I . . . . . . . . . . . . . . . . . . ORIGINAL SHEET IS 30" x 42" copyright 2020 all rights reserved architect_ MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON CONSULTING ENGINEERS landscape architect_ WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer_ HARGIS ENGINEERS electrical engineer_ HARGIS ENGINEERS food service STAFFORD DESIGN GROUP hazardous materials PBS ENGINEERING le1:l 31 surveyor_ - - - 5/I6/2o21 project_ OLYMPIC VIEW K-8 SCHOOL client - FEDERAL WAY PUBLIC SCHOOLS location_ 2626 SW 327th ST, FEDERAL WAY, WA 98023 Project No. 2016.000 OVERALL UTILITY PLAN issued - LAND USE 26 MAR 21 revision_ Qi LU RESUBMITTAL 16 AUG 21 drawn_ DJD checked_ JAJ sheet_ C5.00 U Q rn u E w 0 . Q� a wI Z I . �: . = w . n 0 . ry, d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30.HALF R.O.W. • . - . - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . - • J� - - ' ' 1' 5' SIDEWALK 4' PLANTER STRIP 8' PARKING LANE 10' DRIVING LANE > :> I Q MIN CURB BULB = 2=e��°1 (BEYOND) N — — — — — — __ I . - - - --7-- —_"TI— — — — — — — — — — — — — — — — — — — w z \/ J �� / a w 1 z EX ASPHALT PAVEMENT SUB BASE 2" CLASS 1/2" HMA PAVING OVERLAY LJ THICKNESS MAY VARY SLIGHTLY TO CEMENT CONCRETE EX ASPHALT PAVING -DEPTH VARIES -GRIND PROVIDE POSITIVE DRAINAGE. CURB AND GUTTER AS NECESSARY TO MATCH ALL ADJACENT Scale: 1"=2' ELEVATIONS OF ASPHALT/CONCRETE. Frontage Improvements - 26th Ave SW 1 30' HALF R.O.W. 1' MIN 5' SIDEWALK 2.0% 4' PLANTER STRIP CEMENT CONCRETE CURB AND GUTTER 8' PARKING LANE EX ASPHALT PAVEMENT SUB-BASE1 EX ASPHALT PAVING -DEPTH VARIES -GRIND AS NECESSARY TO MATCH ALL ADJACENT ELEVATIONS OF ASPHALT/CONCRETE. REPLACE ACCESSIBLE _\ RAMP TO MEET CURRENT ADA CODE 10' DRIVING LANE L2" CLASS 1/2" HMA PAVING OVERLAY THICKNESS MAY VARY SLIGHTLY TO PROVIDE POSITIVE DRAINAGE. Scale:l"=2' Frontage Improvements - SW 327th ST T w > Q _ I— (10 w z_ I w z w 0 --------------------............................................ NOTES: ------...........---...........--u: Legend Call before y Dgg.8-1-I- 1. STREET CLASSIFICATION FOR BOTH 26TH AVE SW AND SW 327TH ST PROPERTY LINE N 7933'06" E - 46.81' I-800-424UND- UND O(USA) IS MINOR COLLECTOR STREET.SERVICE ASPHALT PAVEMENT . 0 15 30 60 1 . 2. STREET FRONTAGES SHALL MEET CITY OF FEDERAL WAY STD DWG HEAVY DUTY ASPHALT PAVEMENT . 3-2S WITH (AS MEASURED FROM RIGHT-OF-WAY CENTERLINE): CONCRETE PAVEMENT '� ". _ D- •,..-,A "'' • ,p. _ -� _ SCALE 1 �� - 30' - 18-FT ROAD WIDTH HEAVY DUTY CONCRETE PAVEMENT t -6' ~` ♦ h ' -'` ► � ' - - 4-FT PLANTER STRIP F_ —3-_ - I--'— --:-__- - - 5-FT SIDEWALK GRAVEL _ - - - - 3-FT UTILITY STRIP CONCRETE RETAINING WALL . 3. SHARED LANE USE MARKINGS OR "SHARROWS" ALONG 26TH AVE CONCRETE CURB SW AND SW 327TH ST, INSTALLED AS PART OF THE CITY OF CONCRETE CURB AND GUTTER . [-A FEDERAL WAY'S GREENWAY PLAN, SHALL BE REPLACED IN KIND . AND INCLUDED AS PART OF THE RIGHT-OF-WAY IMPROVEMENTS. ASPHALT THICKENED EDGE — — — — — — — — — — — — — . -= v v -- � �,_� �- -_ _ v `• � �---,\ -_ - -..r v •,.ram_ A . A REPLACE EX ACCESSIBLE REPLACE EX CONCRETE • ' ♦ • ' - - RAMP AS REQUIRED FOR WATER MAIN REPLACEMENT SIDEWALK AS REQUIRED FOR WATER MAIN = _ . • • REPLACE ACCESSIBLE ,' RAMP TO MEET ,/-'� . Ln REPLACEMENT (TYP) L REPLACE EX CONCRETE REPLACE ACCESSIBLE ' . CURRENT ADA CODE ,/' ,�� . N LLI REPLACE ACCESSIBLE SIDEWALK AS REQUIRED RAMP TO MEET • • • ,�� - ONIII III 2-INCH GRIND AND OVERLAY REPLACE ACCESSIBLE RAMP TO MEET FOR WATER MAIN CURRENT ADA CODE • REPLACE ACCESSIBLE -�� - % AS REQUIRED FOR WATERMAIN RAMP TO MEET CURRENT ADA CODE REPLACEMENT (TYP) RAMP TO MEET ,�' I I ,,� REPLACEMENT (TYP) CURRENT ADA CODE / - - - - -- - -- --�-� -- CURRENT ADA CODE -- -- -- -- -- - - - -- -- -- -- -- -- -- -- -- -- - - -- -- -- -- — - - - -- -- -- -- -- -- -- - --�- ,/' :_.- _ _ ° , ❑ ♦•- _ _.. ,._-:_'.�♦'••.__-:v: v. _ - ..% - . -o _ o - _-_°- °�_ __ - .. _ - ,; 's-• J--_ - _t -- •r -�;. _°_ -ic• . _ ° •° _--, o �o ' R L 1�k X \\%�x ZX\lr: _ N ~ A G 7 T R R P) R L rI C P) B V Y T P ��e ' C '/,,i : -— . IO �_'\oDo — / /,_ -\' - � P T T � ��- , e�no a nn ♦ ❑ / .. _ _ _ _ _____ - X ---. _ - - y�(�� ° _ _ , _ ... _a - f ! .9. _ _ _ tQV_- 4 _ 1. - ♦ L _ . • - _ _ _ - :�����__ — .�i - I U L31 - � — I � �� =1= — 7 . . . . .............. U� - ... 4 - � ; ;; I • •' . , -- -- --- ----. --- -- --- m NEW CURB RAMP 1 6"CONCRETE - . 1 w 14- :- ��}:3: " 1�: ACCESSIBL RA P `_- _ : - . • ® e)nCURB AND,GUTTER 1 : : .:_ _ - - . 0 \ - NEW CURB RAMP 1 �`\ 4. (� ' - - . _ _ _ _ _ _ _ _ _ _ SCHOOL SIGN PER ` 1 1 6" CONCRETEJARCH'L PLANS r \� a _ _4 _ _ ®m VERTICAL CURB _ _ _ C CU w . REPLACE EX ASPHALT PATH . C S =-::: ;. - o :. :: -_ -:. _ as TO MATCH NEW ROWAND .-: =- -.. ..,.-'.-'---------=--=--- -- - - - - . - t. _ F:- :- -- -- -- :- =- :- =- =- - "- - "- "- - - - ---:-bRT�(�AL.GUB:= :--: = :- :- := := :- :- :- :--:ia7 :- :- �'--:--: SITE GRADES AND REPAIR :_ _ : = -:_�8 _ - : -- . . • - • •- - - -" _ _ _ _ _ _ - -_ I'l TREE ROOT DAMAGE � _ _ . _ _ _ _ _ IX g 6 CONCRETE _ - - — — _ — —-.-4-.-• •: _ >. o0° o VERTICAL CURB .. I I I . O - = -R3 O � = -= S— -_. - -- -- -- -- -- � R11.5 --. _ - -_ HEAVY DUTY ASPHALT STANDARD ASPHALT I \ T rt + +_ : a DRIVE (4" HMA OVE9 o o PARKING LOT o � o (3) ACCESSIBLE :: _ '�:' / I:: - _ _ -8 = = -- ° t-- 2" CSTC OVER 4" CSBC) STAFF/VISITOR PARKING (3" HMA OVER 4" CSBC) N 0 PARKING STALLS - -. - :. = - ® -` -: I O ________ O __ _ _t I __ o 0 0 o g -R5' 6 CONCRETE CURB _:� . :�,�_ . CON FIQ I + - 1_' AND GUTTER . . ono ono ;-CUR. GETTER -= -� • . . \\\, _:._____ _ _ __ I - I . I . ._ . - - _ ----------- _/ • 1. �I—� _ /` as - =a a a- - m ' - B AND CK I w �_ - ram- - _ _ . -_ . - - . . . . . . 1 57.9 7 r O _ _ _ _ __ _ ___ _ _ _ 29985. 21 I k: : - -. - _ _ - GiT I 8_ IV _E- f _: _ - _ �=.6-flC�T _ Q - _ "--"P.XCRENTPI K P- -"Qf� P--FF---"--:---•---"--=-=-.-------- _ I _ -s - _ _ _ _ \ : - 4 E t R ETE - - CONC (. __'_ .- __._ .- .--- .- ..--. - - -CONCRETE _. - _ _ _ _ ___ x _ __ ___ " 1 rn DRIVEWAY - .. - DRIVEWAY + - - - - — .. ,f. - - -e: _ - - r • - _ \ - . -. APRON _- � __- - _ .-- --_ --- - - - --•• -- - = - •-• --• - - - - -•- = -• - '=1-- - --•' _ - - '=� - _ n' - • • =N' N _ _-.fI25: _ APRON _ -� _ I �-: _ \ - • - - _ - - - - - - - _� -- — _ _ - - - V/ _ _ _ - - a _ , - Allf t _ s- I CO— • : I - HEAVY DUTY CONCRETE _ _ . ° M . I (P 0 RAISED RUBBERIZED HEAVY DUTY : � CROSSWALK (8" PCC __ - -' •_ _ ,=. ' :_ 1. • _ — : � ' _� ; . / - - OVER 6" CSBC) TYP) __: ;'� ::=; �� .. . _ _ _ TILE SURFACING PER CONCRETE FIRE LANE : - --: ( •:I .� .= ;�,,• ;� . / L'SCAPE PLANS :- -_ I _ _ - _ • . .r. \ • - ' _ ° . J 6 CONCRETE (8 PCC OVER 6 CSBC) j r ;•_ , < . t - = _ :- ACCESSIBLE R11 r \ \ _ _ :'I --. _ -_�'=� «\<. s'� _ :� (1) ACCESSIBLE -�- N 'VERTICAL CURB - _ ? _ - - _ _ _ • I r _ _ _ _ _ - _ -`" " "_:."':I: __�_ _ - PARKING STALL ---- = .- - _ r/i //i J4 / /rG //i rG //i rri //i r4 //i r4 //i rri r? J/i r4 Jri �� ;�I a '- • s . _ .. .. i i / _ -:.• -<-. /rri44//4ri4 44/iJr/iJr' l ��• a. _ O -t s • J4ri/J4///J4ri/JI,. /.' r4/4r4/Jiro/rir : :1 . / /4 /ri r4 /G r4 /4 r4 /r/ /ri r/ rri /rr rri /rr rri /rr rri / - _ / — — — — — — — — —/rr///rr/rrr/rrr/r/r/rrJ//rJ//r///r CONCRETE PLAZA AND _ _ _ _ _ %<. - _ ..1. ///4/i/r/i4/i4/i/r/i/r/iG404rrr 1=r',.1= d .• / -.� I . _L. 4Gr', r'4 "r .,/rirrririri4ri4ri �� I:'� SITE SIDEWALK (TYP) I n I . \ ////r///r///////rrJ/r////r///r//r _ _ - ... --: -:: - • . •• Ji/riff /� J rr/� ifr/� ifi/� ifi/� ifJ/ i//ri _ f - . 4 i P 4 i O --� - -` / / \ 1 - • � �� / _ _ � - ( CC OVER CSBC) �:..; -. - .Q -- z / T • • ■ ■-i ■ \ :' r✓J rr/� r/ ///r/� ���Jr�� ��� ��� ��� fir/ f 4 •• _ - •�^ a- a_ -_ _ • - ......-Z_ . ♦ ' ' / / / ,. ,. ,. ,. ,. ,. _ _ STANDARD ASPHALT .. j J Jr /rrirJi • p •• �_ -_ _ ® : - < �� 1 - HARD SURFACE PLAY {: -_ ' : I ;/• �_ a� _ . r _ _ a / m m T m m m m m T _ r//// r// .L / / -_ ::•• + _ ri4ri4riririrJ4rr _ i •�___ e 0 (3 HMA OVER 4 CSBC) T T T T T T T T : I- • . /r rJ // r/ // r/ // r/ // r/ Jr r/ r/ •�a : •. - ij f _ �' !1• I . / �..1 • // JJ/ r/ J/ // r/ r/ Jl/ �/� �J/ �/� �J/ �J •. • - . • 7 - - = - s -" •� - Q - _T T T T T T T < �, Jr/J//r//rJr r/, J/ _ 4 • i - •-• -_` _ 'l<� a• i Q- / -: . -. - _- -ryryyy - - / —J c~n IT, I[\ 0. (�) _ . ,• - ... :� - ,•, r z/ / m m m m m m m } j T I = - ` . • . . - t• • 0 C� C _...'_.. I\ �. `+� / O '-' m- • - J . / / m m m T m m m m mIIIIIIIIIIIIIIIII / /91/ m m m 41 m m RL #12a 4, __ _ I w - e:•s I I / / _._ ® I iI�.. . +"� JA . .. v _ m n n m 4n m HUB4AND TICK m __ __ w / / / m m T T m m T R:1169�8.930� i_ _ 11 STANDARD ASPHALT w :- _. - .. - .. - -: / / m m m m m m m E' 1 ELEV:287450 T 1 ® .J • _j�ta; a_ Z _ / T m m m m m m m m 1:: -.: .--:-_-1 (3" HMA OVER 4'N SBC) "= / m m m 4n m m m m 4n m m m m In m m m m 4. m I / n m m n m n T m n m n n m n m n n m" n • -- — — — — — — y_ I i . Y.' - I m m m m m m m m m T m m m m m m m m T 4 r � HEAVY DUTY ASPHALT DRIVE ' •! a: -- / / / m m m m m m m m m m I- FIFE 288.10 i� // m m m m T — — - — — — — — (4" HMA OVER 2" CSTC OVER 4" CSBC) ;�� _ _ - I - K /I 5, /.a / ASPHALT PROPOSED PLAY FIELD WITH HEAVY DUTYA......... _ _ I - HEAVY DUTY CONCRETE `. '_�Iz.--`. --. I -' - - / / THICKENED UNDERDRAINS AND ROUTED ASPHALT FIRE LANE SERVICE YARD _ °_ _ : _.--: I�o - --:-- -:_ - --:_- I _° ' '''I 1 . '�6 / / / EDGE TO CMP INFILTRATION SYSTEM (4" HMA OVER 2" 1. =_ _. =: - - - CONCRETE CURB (6 PCC OVER 6 CSBC) I : _-;-_- / / CSTC OVER 4" CSBC) I:::: =-: =: _- _ •:.. .4 I •=. -_ . -......... -I AND GUTTER (TYP) - i- -: -- --- =1 _ - .:' ° - ® HEAVY DUTY • _,}`:�` "}- . CONCRETE _ I I I I ASPHALT - I \ _ - ` - x, ". '= _ _ ASPHALT FIRE LANE --„__%� _t.r. — I _ I i SIDEWALK (TYP) :{ , (4" HMA OVER2"-::_ -.- •'` ';- ." - ::-::-:=-_ I - _ _ _ _ �I �• THICKENED 1- N :: .:_�\ "�� _x e_ �;�._ --: ::::=::-:: - I� - � 091 ® EDGE - _ o o - � m CSTC OVER 4 CSBC)' : • :��- I _ 1 1` n m m m m m m m m m m m m m m m m m m m m m m � \ -�, : �� p, _ PHALT w _ _ I m m m m m m m m T m m m m m m m m m m m n n .- _. _ — — — ICEE E ������ ������������� ��������� � �������� \\ \V :' `C r �_ 30-FT RIGHT-OF-WAY ` T m m m m m m m m m m m m m m m m m T m m m _- .•-:_- :: _- :. --- — „ J� _ _ - - - — �. -�— - ' 1- -: = - , .� �' ' d *- 1 DEDICATION - m n m m m m n m m m m n m m m m n m m n m n _ _ _ _ _ _ __ _ _ _ _ _ _ • —1- - "-• ' - J Q \ - _ - -- _ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - /Il _T _ - J c I r T —'—� T T T _ T T T T T T T T T T T T T T T T T T T T T 3 - - Y l j'I i • _ T _ r m T T T T T T T =.�_.. 1- m m m m m m J J \ 1 e \ T T T _ -: - : - - PLANTER : :-N :- : : : :: :: :_ :_ :- : : : : : - - - - -_ - - - - - \5� . _ _ _ R_ T_E - _ C E PEDESTRIAN GRADE J " I\ _ _ :- -- -- :--.- :_ : a: Nfl I S TRIP TYP ASPHALT PATH AROUND \ st —�E-- _0. - µ - . - . - .-DRLVESNA1t- \ S- /-------------- T----------------——�—�—�— 9-• 1 PERIMETER OF HARD �� \ / J � —� � — # - --—ZFPftOf�-_: : -- I - :- :- :- • L SURFACE PLAY AND FIELD \ I I --n -- _ (2 HMA OVER 4 CSTC) \ / / �� I - .*11� \ / I 0 INSTALL ASPFtAt� t>ttEDGE CURB _ ... -16 _ - . \ / o FUTURE 3O'X64' - : . ----------------- - I AND THICKENED EDGE ALONG 0 & 0 -='=: ::_::: ..-.-R.! -. .•...... ` i ❑ I — — J PORTABLE BUILDING WEST SIDE OF FIRE LANE - - \ 1 - ��— ——— ------ —------------ — (NOT IN CONTRACT) �-------------------- R54' - - _ s`` _ EXISTING TREES AND VEGETATION .. tj -: - .-.:..-=_-: =. =. -_:-_-- __ FROM APPROXIMATELY THIS LINE ` .-"_"_4� =_-: -_-: -_-. =:. ... .. -: =_-: _ _ -• 4 1 . TO THE PROPERTY LINE TO REMAIN \\ . (-" _ ._-' ER I p, . AND NOT BE DISTURBED 6" VERTICALZ _. 6 .6523 CONCRETE . •__'y 12 4.2728 I �f} CONCRETE CURB \ "e -' __9 . _ 28 78 DRIVEWI APRON AY V' 1 . • _. Y ti SO' 57' 31"W 845.97' X — �, — — — — — — — — — — — — — — — — — — I - \ - 1 1z1 I I I . . I I 1 . I I M -1-4 . � _ . I 1 U w IJ J I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -Ii . - . = . . I. . . . . � . . . . . . . . . . . . . . . . . . 4 ORIGINAL SHEET IS 30" x 42"Is copyright 2020 all rights reserved architect_ MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON CONSULTING ENGINEERS landscape architect_ WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer_ HARGIS ENGINEERS electrical engineer_ HARGIS ENGINEERS food service STAFFORD DESIGN GROUP hazardous materials_ PBS ENGINEERING surveyor_ AHBL - - - S/16/2 I project_ OLYMPIC VIEW K-8 SCHOOL client_ FEDERAL WAY PUBLIC SCHOOLS location_ 2626 SW 327th ST. FEDERAL WAY, WA 98023 Project No. 2016.000 OVERALL PAVING PLAN issued_ LAND USE 26 MAR 21 revision_ LU RESUBMITTAL 16 AUG 21 01 drawn_ DJD checked_ JAJ sheet_ C6.00