22-102123-UP-Plan Set-05-09-2022F E D E R A L W A Y M E M O R I A L F I E L D
F E D E R A L W A Y P U B L I C S C H O O L S
F e d e r a l W a y , W a s h i n g t o n
L A N D U S E
M A Y 9 , 2 0 2 2
PERMIT NO. ##-#####-AA
DATE
APPROVAL
ORIGINAL SHEET IS 30" x 42"
c o p y r i g h t 2 0 2 2
a l l r i g h t s r e s e r v e d
s h e e t_
c h e c k e d_
d r a w n_
Project No.m c g - A R C
a r c h i t e c t_
MCGRANAHAN ARCHITECTS
l o c a t i o n_
c l i e n t_
p r o j e c t_
i s s u e d_
G0.00
COVER SHEET
-
-
2202.000
s t r u c t u r a l e n g i n e e r _
m e c h a n i c a l e n g i n e e r _
e l e c t r i c a l e n g i n e e r _
l a n d s c a p e a r c h i t e c t _
c i v i l e n g i n e e r _
ETHOS CIVIL
AHBL
PCS STRUCTURAL SOLUTIONS
BCE ENGINEERS
BCE ENGINEERS
FEDERAL WAY MEMORIAL FIELD
FEDERAL WAY PUBLIC SCHOOLS
FEDERAL WAY, WA
LAND USE 09 MAY 22
STATE OF WASHINGTON
REGISTERED
ARCHITECT
8979
KRISTOPHER J. STAMON
. r e v i s i o n_
STATE OF WASHINGTON
REGISTERED
ARCHITECT
8979
KRISTOPHER J. STAMON
67$7(2):$6+,1*721
5(*,67(5('
$5&+,7(&7
.5,6723+(5-67$021
P R O J E C T T E A M
GENERAL CONTRACTOR
BNB BUILDERS
2601 4TH AVENUE - SUITE 350
SEATTLE, WA 98121
PHONE: 206.473.2798
ARCHITECT
McGRANAHAN ARCHITECTS
2111 PACIFIC AVENUE, SUITE 100
TACOMA, WA 98402
PHONE: 253.383.3084
CIVIL ENGINEER
ETHOS CIVIL
748 MARKET STREET - SUITE 312
TACOMA, WA 98402
PHONE: 253.365.4973
LANDSCAPE ARCHITECT
AHBL
2106 N 30TH STREET - SUITE 300
TACOMA, WA 98403
PHONE: 206.658.2663
STRUCTURAL ENGINEER
PCS STRUCTURAL SOLUTIONS
1250 PACIFIC AVENUE - SUITE 701
TACOMA, WA 98402
PHONE: 253.383.2797
MECHANICAL ENGINEER
BCE ENGINEERS
6021 12TH STREET E - SUITE 200
FIFE, WA 98424
PHONE: 253.922.0446
ELECTRICAL ENGINEER
BCE ENGINEERS
6021 12TH STREET E - SUITE 200
FIFE, WA 98424
PHONE: 253.922.0446
OWNER
FEDERAL WAY PUBLIC SCHOOLS
33330 8TH AVENUE S
FEDERAL WAY, WA 98003
PHONE: 206.462.9144
HAZARDOUS MATERIALS
PBS
214 EAST GALER STREET, SUITE 300
SEATTLE, WA 98102
PHONE: 206.233.9639
SURVEYOR
AHBL
2106 N 30TH STREET - SUITE 300
TACOMA, WA 98403
PHONE: 253.284.0281
GEOTECHNICAL ENGINEER
ASSOCIATED EARTH SCIENCES, INC
911 5TH AVENUE
KIRKLAND, WA 98033
PHONE: 425.827.7701
P R O J E C T D A T A
PROJECT DESCRIPTION
PROJECT CONSISTS OF REPLACING EXISTING STADIUM FACILITY ORIGINALLY BUILT IN 1971. PROJECT TO INCLUDE DEMOLITION
OF EXISTING GRANDSTANDS AND SUPPORT BUILDINGS. TWO NEW FREESTANDING GRANDSTANDS, SEATING 2,000 SPECTATORS
EACH, WILL BE CONSTRUCTED. SEPARATE RESTROOM, CONCESSIONS AND TICKETING BUILDINGS ARE ASSOCIATED WITH EACH
GRANDSTAND. SITE IMPROVEMENTS INCLUDE ENTRY PLAZAS, SITE AND SECURITY FENCING, EXPANDED STORMWATER
FACILITIES, FIELD AND TRACK RESURFACING, AND PARKING UPGRADES. PROJECT ALSO INCLUDES UPGRADES TO LOCKER
ROOMS AND OFFICES IN AN EXISTING BUILDING TO REMAIN.
PROJECT ADDRESS
1300 S 308TH STREET
FEDERAL WAY, WA 98003
KING COUNTY TAX PARCEL NUMBER
082104-9001
LEGAL DESCRIPTION
PER KING COUNTY ASSESSOR
NE 1/4 OF NE 1/4 OF SEC 8-21-4 LESS CO RDS TGW POR OF NW 1/4 OF NW 1/4 OF SEC 9-21-4 LY WLY OF 16TH AVE S & OF PACIFIC
HWY S TGW POR OF VAC 16TH AVE S LESS RD (ROW DEDICATION PER CITY OF FEDERAL WAY REC #20190329000115 &
#20190329000116)
JURISDICTION REFERENCE
CITY OF FEDERAL WAY
ZONING DESIGNATION
BC - COMMUNITY BUSINESS
LOT AREA
1,669,260 SF | ± 38.32 ACERS (FULL PARCEL INCLUDING FEDERAL WAY HIGH SCHOOL)
BUILDING AREA
(INCLUDES GRANDSTAND ROOF STRUCTURES)
V I C I N I T Y M A P
I-5PROJECT SITE
1300 S 308TH STREET
FEDERAL WAY, WA 98003
TO SEATTLE
I-5
I-5
TO TACOMA
POVERTY BAY
COMMENCEMENT BAY 21ST AVE SW99
99
18
509
509509
S 320TH ST
SW 356TH ST
NORTH
S 312TH ST
1ST AVE SWS H E E T I N D E X
GENERAL
G0.00 COVER SHEET
G0.01 SHEET INDEX & PROJECT INFO
G1.00 LAND USE ZONING ANALYSIS
G1.01 LAND USE SITE IMAGES
G1.02 LAND USE ELEVATIONS
G1.03 LAND USE ELEVATIONS
SURVEY
1 TOPOGRAPHIC SURVEY
2 TOPOGRAPHIC SURVEY
3 TOPOGRAPHIC SURVEY
4 TOPOGRAPHIC SURVEY
5 TOPOGRAPHIC SURVEY
6 TOPOGRAPHIC SURVEY
CIVIL
C0.0 COVER SHEET
C0.0. USE PROCESS IV SITE PLAN
C1.0 DEMOLITION PLAN - OVERALL
C1.1 DEMOLITION PLAN
C1.2 DEMOLITION PLAN
C1.3 DEMOLITION PLAN
C2.0 TESC PLAN
C2.1 TESC NOTES AND DETAILS
C3.0 GRADING PLAN - OVERALL
C3.1 GRADING PLAN
C3.2 GRADING PLAN
C3.3 GRADING PLAN
C3.4 SITE SECTIONS
C3.5 SITE SECTIONS
C4.0 STORM DRAINAGE PLAN - OVERALL
C4.1 STORM DRAINAGE PLAN
C4.2 STORM DRAINAGE PLAN
C4.3 STORM DRAINAGE PLAN
C4.4 STORM DRAINAGE DETAILS
C4.5 STORM DRAINAGE NOTES AND DETAILS
C4.6 POND SECTIONS
C5.0 DRY UTILITY PLAN - OVERALL
C6.0 PAVING AND HORIZONTAL CONTROL PLAN - OVERALL
C6.1 PAVING AND HORIZONTAL CONTROL PLAN
C6.2 PAVING AND HORIZONTAL CONTROL PLAN
C6.3 PAVING AND HORIZONTAL CONTROL PLAN
C6.4 PAVING AND HORIZONTAL CONTROL PLAN
SS0.0 SEWER COVER SHEET
SS1.0 SEWER PLAN
SS2.0 SEWER NOTES AND DETAILS
SS2.1 SEWER NOTES AND DETAILS
W0.0 WATER COVER SHEET
W1.0 WATER PLAN AND PROFILE
W1.1 WATER PLAN AND PROFILE
W2.0 WATER NOTES AND DETAILS
W2.1 WATER NOTES AND DETAILS
LANDSCAPE
L0.0 LANDSCAPE COVER SHEET
L0.1 TREE AND VEGETATION RETENTION PLAN
L1.0 OVERALL SITE PLAN
L1.1 MATERIALS PLAN
L1.2 MATERIALS PLAN
L1.3 MATERIALS PLAN
L2.1 PLANTING PLAN
L2.2 PLANTING PLAN
L2.3 PLANTING PLAN
L2.4 PLANTING SCHEDULE
L2.5 PLANTING DETAILS
L3.0 SOIL PREPARATION PLAN
L4.1 IRRIGATION PLAN
L4.2 IRRIGATION PLAN
L4.3 IRRIGATION PLAN
L4.4 IRRIGATION DETAILS
L4.5 IRRIGATION SCHEDULE
ELECTRICAL
E0.03 LIGHITNG SCHEDULES
E1.01 ELECTRICAL SITE PLAN
E1.02 PARKING LOT CALCULATIONS PLAN
PERMIT NO. ##-#####-AA
DATE
APPROVAL
ORIGINAL SHEET IS 30" x 42"
c o p y r i g h t 2 0 2 2
a l l r i g h t s r e s e r v e d
s h e e t_
c h e c k e d_
d r a w n_
Project No.m c g - A R C
a r c h i t e c t_
MCGRANAHAN ARCHITECTS
l o c a t i o n_
c l i e n t_
p r o j e c t_
i s s u e d_
G0.01
SHEET INDEX &
PROJECT INFO
-
-
2202.000
s t r u c t u r a l e n g i n e e r _
m e c h a n i c a l e n g i n e e r _
e l e c t r i c a l e n g i n e e r _
l a n d s c a p e a r c h i t e c t _
c i v i l e n g i n e e r _
ETHOS CIVIL
AHBL
PCS STRUCTURAL SOLUTIONS
BCE ENGINEERS
BCE ENGINEERS
FEDERAL WAY MEMORIAL FIELD
FEDERAL WAY PUBLIC SCHOOLS
FEDERAL WAY, WA
LAND USE 09 MAY 22
STATE OF WASHINGTON
REGISTERED
ARCHITECT
8979
KRISTOPHER J. STAMON
AREA 27,050 SF
HORZ P 2,182 SF
RENOVATION 5,677 SF
GRAND TOTAL 34,909 SF
. r e v i s i o n_
2.1
STATE OF WASHINGTON
REGISTERED
ARCHITECT
8979
KRISTOPHER J. STAMON
67$7(2):$6+,1*721
5(*,67(5('
$5&+,7(&7
.5,6723+(5-67$021
C CC CC CCC CC CC CC CC CSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGNO PARKINGVANCC CC CC CCC CC CC CC CC CSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGNO PARKINGVANCC CC CC CCC CC CC CC CC CSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGNO PARKINGVANCZONING CODE ANALYSIS
ZONING REGULATIONS - COMMUNITY BUSINESS (BC) - SCHOOLS (FWRC 19.220.040)
LOT SIZE & SETBACKS
MINIMUM LOT SIZE NONE
FRONT SETBACK 20 FT
SIDE SETBACK 0 FT, EXCEPT 20 FT ALONG RESIDENTIAL ZONES
BACK SETBACK 0 FT, EXCEPT 20 FT ALONG RESIDENTIAL ZONES
HEIGHT OF STRUCTURE (ALLOWABLE HEIGHT)
HEIGHT LIMITED BY ZONING REQUIREMENTS, SEE AVERAGE GRADE PLANE / BUILDING HEIGHT ANALYSIS.
55 FT ABOVE AVERAGE BUILDING ELEVATION (AABE) FOR GYMS IF LOCATED 100 FT OR MORE FROM AN ADJACENT
RESIDENTIAL ZONE. 35 FT ABOVE AVERAGE BUILDING ELEVATION (AABE), TO 55 FT AABE, FOR ALL OTHER STRUCTURES.
SEE NOTES 1 – 3
1. BUILDING HEIGHT MAY NOT EXCEED 30 FT AABE WHEN LOCATED WITHIN 100 FT OF A RESIDENTIAL ZONE.
2. EXCEPT FOR GYMS, IF APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT SERVICES, THE HEIGHT OF A
STRUCTURE MAY EXCEED 35 FT ABOVE AVERAGE BUILDING ELEVATION (AABE) TO A MAXIMUM OF 55 FT AABE, IF ALL OF THE
FOLLOWING CRITERIA ARE MET:
A. THE ADDITIONAL HEIGHT IS NECESSARY TO ACCOMMODATE THE STRUCTURAL, EQUIPMENT, OR OPERATIONAL
NEEDS OF THE USE CONDUCTED IN THE BUILDING, AND/OR ALL GROUND FLOOR SPACES HAVE A MINIMUM FLOOR-
TO-CEILING HEIGHT OF 13 FT AND A MINIMUM DEPTH OF 15 FT;
B. HEIGHT COMPLIES WITH NOTE 1;
C. HEIGHT OVER 35 FT IS SET BACK FROM NONRESIDENTIAL ZONES BY ONE FT FOR EACH ONE FT OF HEIGHT OVER
35 FT; AND
D. ROOFLINES ARE DESIGNED TO AVOID A PREDOMINANTLY FLAT AND FEATURELESS APPEARANCE THROUGH
VARIATIONS IN ROOF HEIGHT, FORMS, ANGLES, AND MATERIALS.
3. FOR ANY STRUCTURE, INCLUDING GYMS, AN INCREASE IN HEIGHT ABOVE 35 FT SHALL NOT BLOCK VIEWS DESIGNATED BY
THE COMPREHENSIVE PLAN.
PER FWRC 19.15.010 - "AVERAGE BUILDING ELEVATION (ABE)" MEANS 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
SEE TRAFFIC IMPACT ANALYSIS (TIA) REPORT AND PROPOSED TRAFFIC MANAGEMENT PLAN (TMP).
SEE CIVIL SHEETS C0.0, C6.2 & 6.3 FOR PARKING LOT LAYOUT
HIGH SCHOOL: 1 FOR EACH EMPLOYEE AND 1 FOR EACH 10 STUDENTS
TOTAL PARKING
569 STALLS
(E) FEDERAL WAY HIGH SCHOOL PARKING:
EAST PARKING LOT = 429 STALLS TOTAL
ACCESSIBLE STALLS: 13 (9 REQ'D PER IBC T1106.1)
*NOTE PENDING PARKING REVISIONS NEAR BUS LOOP AND REDUCTION IN 16 STALLS
PER AGREEMENT BETWEEN FW PUBLIC WORKS AND FWPS.
IMPROVED MEMORIAL FIELD PARKING:
SOUTHWEST PARKING LOT = 140 STALLS TOTAL
REGULAR STALLS: 117
COMPACT STALLS: 18 (< 25% ALLOWED PER FWRC 19.130.170)
ACCESSIBLE STALLS: 5 (5 REQ'D PER IBC T1106.1)
ZONING REGULATIONS - COMMUNITY DESIGN GUIDELINES (FWRC 19.115)
SITE DESIGN (FWRC 19.115.050)
SEE CIVIL, LANDSCAPE, AND ELETRICAL SHEETS FOR DOCUMENTATION OF REQUIRED SITE DESIGN ELEMENTS.
BUILDING DESIGN (FWRC 19.115.60)
SEE ZONING DIAGRAM - STRUCTURAL MODULATION & SCREENING.
SEE ZONING DIAGRAM - BLANK FACADE MODULATION.
DISTRICT GUIDELINES (FWRC 19.115.090(1)(a-f))
SEE RENDERED EXTERIOR ELEVATIONS.
SEE CIVIL AND LANDSCAPE FOR DOCUMENTATION OF REQUIRED SITE DESIGN ELEMENTS.
INSTITUTIONAL USES (FWRC 19.115.100)
SEE ZONING DIAGRAM - STRUCTURAL MODULATION & SCREENING
BLDG 1 & 3 ABE
± 443.00
BLDG 4 & 5 ABE
± 463.00
BLDG 2 ABE
455.51
(E) FIELD ELEVATION 55' - 0"TO ROOF
BLDG 1
40' - 0"BLDG 2
TO ROOF
26' - 7"55' - 0"TO ROOF
BLDG 4 & 5
13' - 8"TO ROOF
BLDG 3
15' - 6"BLDG 4 OUTLINE, BEYOND
ALLOWABLE BUILDING HEIGHT
ALLOWABLE BUILDING HEIGHT
FIELD LIGHTING
543.00
100 FT ABOVE FIELD LEVEL
ATHLETIC FIELD LIGHT POLES. VARIANCE REQUESTED
FOR 100' TALL POLES TO MINIMIZE OFF-SITE GLARE.
REFER TO APPLICATION FOR DETAIL.
EXISTING (E) -
CENTRAL KITCHEN
BUILDING (CKB)
BLANK WALL ARTICULATION
PER FWRC 19.115.060(3)(a) & 19.125.040(22)
WALL METHODS APPLIED
A IV, VI, VII, VIII
B IV, VI, VII, VIII
C III, VI, VII, VIII
D III, VI, VII, VIII
METHODS TO ARTICULATE BLANK WALLS.
(I) 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.
A
B
CD
(E) GRANDSTAND
OUTLINE
(E) GRANDSTAND
OUTLINE
ADJACENT RESIDENTIAL ZONE S 308TH STREETEXISTING (E) -
CENTRAL KITCHEN
BUILDING (CKB)
BUILDING FACADE MODULATION AND SCREENING OPTIONS
THE 'EAST' AND 'WEST' ELEVATIONS NOTED ABOVE PROVIDE A COMBINATION OF FEATURES FALLING
INTO THREE CATEGORIES AS NOTED.
PER FWRC 19.115.060(2) - FACADES > 60 FEET, VISIBLE FROM ROW, PICK TWO.
*DIMENSIONAL REQUIREMENTS MODIFIED BY ELECTING TO EMPLOY MORE THAN TWO 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.
273' - 11"
108' -10"108' -10"56' -3"
3' MODULATION
57' - 4"
10' LANDSCAPE BUFFER 41' - 4"273' - 11"
EAST ELEVATION - 19.115.062(2) - (a) (c) (d)
263' - 6"
(E) GRANDSTAND
OUTLINE
(E) GRANDSTAND
OUTLINE
CANOPY & ROOF
OVERHANG
PEDESTRIAN PLAZA -HOME
2000 SF
CANOPY 42' LENGTH /
120' -10" = 35%
84' -0"54' -0"
120' - 10"
CLADDING OFFSET, TYP
SEE ELEVATION
STRUCTURAL MODULATION
THE 'EAST' ELEVATION COMPLIES AS SHOWN ABOVE. 'WEST' ELEVATION IS PURSUING ALTERNATIVE METHODS PER FWRC
19.115.100(5). AS NOTED ABOVE THE DESIGN INCORPORATES A COMBINATION OF FEATURES THAT MEETS THE INTENT OF
THE GUIDELINES.
PER FWRC 19.115.100(3) & 119.115.100(5) - FACADES > 120 FEET, VISIBLE FROM ADJACENT RESIDENTIAL ZONE OR ROW
(a) FACADE DESIGN INCORPORATES AT LEAST TWO OF THE OPTIONS LISTED IN FWRC 19.115.060(2).
(b) THE LOCATION AND DIMENSIONS OF STRUCTURAL MODULATIONS ARE PROPORTIONATE TO THE HEIGHT AND
LENGTH OF SUBJECT FACADE, USING FWRC 19.115.060(2) AND 19.115.100(3) AS A GUIDELINE.
(c) FACADE DESIGN INCORPORATES A MAJORITY OF THE ARCHITECTURAL AND ACCESSORY DESIGN ELEMENTS
LISTED IN FWRC 19.115.060(3)(b) AND MAXIMIZES BUILDING AND PEDESTRIAN ORIENTATION PURSUANT TO
FWRC 19.115.070.
(d) OVERALL BUILDING DESIGN UTILIZES A COMBINATION OF STRUCTURAL MODULATION, FACADE TREATMENT, AND
ROOF ELEMENTS THAT ORGANIZE AND VARY BUILDING BULK AND SCALE, ADD ARCHITECTURAL INTEREST, AND
APPEAL AT A PEDESTRIAN SCALE, AND, WHEN VIEWED FROM AN ADJACENT RESIDENTIAL ZONE, RIGHT-OF-WAY,
OR OTHER PUBLIC AREA, RESULTS IN A PROJECT THAT MEETS THE INTENT OF THESE GUIDELINES.
WEST ELEVATION
19.115.060(2) - (a) (b) (d)
19.115.100(3) - (a) (d)
PEDESTRIAN PLAZA -VISITOR
2000 SF
CANOPY & ROOF
OVERHANG43' - 4"STRUCTURAL MODULATION (OFFSET)
19.115.100(3)
REQ'D DEPTH = 263' -6" X 10% = 26' -4"
PROV'D DEPTH = 43' -4" OK
PROV'D WIDTH = 120' -10" MORE THAN 2X
REQ'D DEPTH
15' EXISTING PERIMETER LANDSCAPE BUFFER
SEE LANDSCAPE DRAWINGS FOR IMPROVEMENTS
ADJACENT RESIDENTIAL ZONE S 308TH STREETAVERAGE BUILDING ELEVATION (ABE) CALC
AVERAGE OF FINISH (PROPOSED) OR EXISTING ELEVATIONS (WHICH EVER IS LOWER)A
D B
C
E
G
H F
EXISTING (E) -
CENTRAL KITCHEN
BUILDING (CKB)
1
2
5 4
3
> 20 FT REQ'D SIDE SETBACK207' - 11"ADJACENT RESIDENTIAL ZONE > 20 FT REQ'D SIDE SETBACK199' - 6 1/2"S 308TH STREET1
BUILDINGS
VISITOR (WEST) GRANDSTAND
HOME (EAST) GRANDSTAND
VISITOR RESTROOM / CONCESSIONS
HOME RESTROOM / CONCESSIONS
HOME RESTROOM / TICKETS
2
3
4
5
(E) GRANDSTAND
OUTLINE
(E) GRANDSTAND
OUTLINE
PERMIT NO. ##-#####-AA
DATE
APPROVAL
ORIGINAL SHEET IS 30" x 42"
c o p y r i g h t 2 0 2 2
a l l r i g h t s r e s e r v e d
s h e e t_
c h e c k e d_
d r a w n_
Project No.m c g - A R C
a r c h i t e c t_
MCGRANAHAN ARCHITECTS
l o c a t i o n_
c l i e n t_
p r o j e c t_
i s s u e d_
G1.00
LAND USE
ZONING
ANALYSIS
-
-
2202.000
s t r u c t u r a l e n g i n e e r _
m e c h a n i c a l e n g i n e e r _
e l e c t r i c a l e n g i n e e r _
l a n d s c a p e a r c h i t e c t _
c i v i l e n g i n e e r _
ETHOS CIVIL
AHBL
PCS STRUCTURAL SOLUTIONS
BCE ENGINEERS
BCE ENGINEERS
FEDERAL WAY MEMORIAL FIELD
FEDERAL WAY PUBLIC SCHOOLS
FEDERAL WAY, WA
LAND USE 09 MAY 22
STATE OF WASHINGTON
REGISTERED
ARCHITECT
8979
KRISTOPHER J. STAMON
Scale: 1" = 20'-0"
ZONING HEIGHT SECTION
PROJECT
NORTH
1" = 80'-0"
ZONING DIAGRAM - BLANK FACADE ARTICULATION
PROJECT
NORTH
1" = 80'-0"
ZONING DIAGRAM - FACADE MODULATION & SCREENING / STRUCTURAL MODULATION
PROJECT
NORTH
1" = 80'-0"
ZONING DIAGRAM - AVERAGE GRADE
. r e v i s i o n_
STATE OF WASHINGTON
REGISTERED
ARCHITECT
8979
KRISTOPHER J. STAMON
67$7(2):$6+,1*721
5(*,67(5('
$5&+,7(&7
.5,6723+(5-67$021
05
02
03
04
01
PERMIT NO. ##-#####-AA
DATE
APPROVAL
ORIGINAL SHEET IS 30" x 42"
c o p y r i g h t 2 0 2 2
a l l r i g h t s r e s e r v e d
s h e e t_
c h e c k e d_
d r a w n_
Project No.m c g - A R C
a r c h i t e c t_
MCGRANAHAN ARCHITECTS
l o c a t i o n_
c l i e n t_
p r o j e c t_
i s s u e d_
G1.01
LAND USE SITE
IMAGES
-
-
2202.000
s t r u c t u r a l e n g i n e e r _
m e c h a n i c a l e n g i n e e r _
e l e c t r i c a l e n g i n e e r _
l a n d s c a p e a r c h i t e c t _
c i v i l e n g i n e e r _
ETHOS CIVIL
AHBL
PCS STRUCTURAL SOLUTIONS
BCE ENGINEERS
BCE ENGINEERS
FEDERAL WAY MEMORIAL FIELD
FEDERAL WAY PUBLIC SCHOOLS
FEDERAL WAY, WA
LAND USE 09 MAY 22
STATE OF WASHINGTON
REGISTERED
ARCHITECT
8979
KRISTOPHER J. STAMON
01
02
03
04
NORTH
12" = 1'-0"
SITE IMAGES
0104
04 02
01 - VIEW SOUTH FROM S 304TH STREET03 - VIEW NORTH FROM S 308TH STREET
04 - VIEW EAST AT PROPERTY LINE 02 - VIEW WEST FROM FEDERAL WAY HIGH SCHOOL 05 - AERIAL VIEW LOOKING SOUTH
05
. r e v i s i o n_
STATE OF WASHINGTON
REGISTERED
ARCHITECT
8979
KRISTOPHER J. STAMON
67$7(2):$6+,1*721
5(*,67(5('
$5&+,7(&7
.5,6723+(5-67$021
12'-10"
T.O. ROOF
1A1B 5
3
431A1B5 2
VERTICAL
TRELLIS TYP
ARCHITECTURAL
WALL OFFSET
WALL MOUNTED
SIGNAGE
LANDSCAPE IS DIAGRAMMATIC TO SHOW INTENT,
SEE LANDSCAPE DRAWINGS
PEDESTRIAL
BOLLARDS
PEDESTRIAN SCALE
LIGHT POLE
CONCRETE BENCH ART INSTALLATION
PLACEHOLDER
FEATURE FOUR HIGH
SCHOOLS
FLAG POLEENTRY CANOPY
STRUCTURE GRANDSTAND
STRUCTURE
BEYOND
EXTEND ROOF
COVERING AT
TICKET BOOTH
WINDOWS
EXTEND ROOF
COVERING AT
CONCESSIONS
14'-8"
T.O. ROOF
1A1A1A41A1B1A1B1A1B1A1B1B53AENTRANCE CANOPY
STRUCTURE
12'-10"
T.O. ROOF
3
222
6
RESTROOM
BUILDINGS BEYOND TYP
3
5222
CONCRETE MASONRY - GROUND FACE CMU, TWO TONE
CORRUGATED METAL PANEL
GALVANIZED STEEL FRAMING
STANDING SEAM METAL ROOF PANEL
1A
2
CMU, LIGHT COLOR
CMU, DARK DARK COLOR1B
METAL PANEL
FREESTANDING CANOPY
GALVANIZED STRUCTURE
STANDING SEAM METAL ROOF
3
4
5
ALUMINUM BLEACHER SEATING, WALK PLATFORMS & RISERS
ALUMINUM PLANK, CLEAR
ANODIZED
6
PERMIT NO. ##-#####-AA
DATE
APPROVAL
ORIGINAL SHEET IS 30" x 42"
c o p y r i g h t 2 0 2 2
a l l r i g h t s r e s e r v e d
s h e e t_
c h e c k e d_
d r a w n_
Project No.m c g - A R C
a r c h i t e c t_
MCGRANAHAN ARCHITECTS
l o c a t i o n_
c l i e n t_
p r o j e c t_
i s s u e d_
G1.02
LAND USE
ELEVATIONS
-
-
2202.000
s t r u c t u r a l e n g i n e e r _
m e c h a n i c a l e n g i n e e r _
e l e c t r i c a l e n g i n e e r _
l a n d s c a p e a r c h i t e c t _
c i v i l e n g i n e e r _
ETHOS CIVIL
AHBL
PCS STRUCTURAL SOLUTIONS
BCE ENGINEERS
BCE ENGINEERS
FEDERAL WAY MEMORIAL FIELD
FEDERAL WAY PUBLIC SCHOOLS
FEDERAL WAY, WA
LAND USE 09 MAY 22
STATE OF WASHINGTON
REGISTERED
ARCHITECT
8979
KRISTOPHER J. STAMON
Scale: 3/32" = 1'-0"1HOME GRANDSTAND -ENTRY PLAZA - EAST ELEVATION
Scale: 3/32" = 1'-0"4HOME GRANDSTAND - CONCOURSE - WEST ELEVATION
Scale: 3/32" = 1'-0"2HOME GRANDSTAND - WEST ELEVATION
Scale: 3/32" = 1'-0"3HOME GRANDSTAND - CONCOURSE - EAST ELEVATION
2
KEY PLAN
13
4
N.T.S.
EXTERIOR MATERIALS
N.T.S.
3D VIEW
. r e v i s i o n_
LEGEND FOR SHEETS G1.02 & G1.03
STATE OF WASHINGTON
REGISTERED
ARCHITECT
8979
KRISTOPHER J. STAMON
67$7(2):$6+,1*721
5(*,67(5('
$5&+,7(&7
.5,6723+(5-67$021
1A 5
52222222
VARYING ROOF
HEIGHT ELEMENT
ROOF OVERHANG WITH
ARTICULATED WALL TOP TRIM
10' LANDSCAPING BUFFER,
SEE LANDSCAPE DRAWINGS
ARCHITECTURAL
WALL OFFSET, TYP
HORIZONTAL TRIM, TYP
CENTRAL WALL MODULATION WITH
LOWERED ROOF
6
3
1A1B1A1B1A
1A2
3
323
1A
1A 1B 1A 1B1A 1A 1B1A1B
1A 3
PERMIT NO. ##-#####-AA
DATE
APPROVAL
ORIGINAL SHEET IS 30" x 42"
c o p y r i g h t 2 0 2 2
a l l r i g h t s r e s e r v e d
s h e e t_
c h e c k e d_
d r a w n_
Project No.m c g - A R C
a r c h i t e c t_
MCGRANAHAN ARCHITECTS
l o c a t i o n_
c l i e n t_
p r o j e c t_
i s s u e d_
G1.03
LAND USE
ELEVATIONS
-
-
2202.000
s t r u c t u r a l e n g i n e e r _
m e c h a n i c a l e n g i n e e r _
e l e c t r i c a l e n g i n e e r _
l a n d s c a p e a r c h i t e c t _
c i v i l e n g i n e e r _
ETHOS CIVIL
AHBL
PCS STRUCTURAL SOLUTIONS
BCE ENGINEERS
BCE ENGINEERS
FEDERAL WAY MEMORIAL FIELD
FEDERAL WAY PUBLIC SCHOOLS
FEDERAL WAY, WA
LAND USE 09 MAY 22
STATE OF WASHINGTON
REGISTERED
ARCHITECT
8979
KRISTOPHER J. STAMON
4
2
KEY PLAN
5
2
Scale: 3/32" = 1'-0"4VISITOR GRANDSTAND - WEST ELEVATION
Scale: 3/32" = 1'-0"5VISITOR GRANDSTAND - EAST ELEVATION
Scale: 3/32" = 1'-0"2HOME GRANDSTAND - TYPICAL SIDE ELEVATION
Scale: 3/32" = 1'-0"3VISITOR GRANDSTAND - TYPICAL SIDE ELEVATION
Scale: 3/32" = 1'-0"8VISITOR BUILDING ELEVATION - NORTH
Scale: 3/32" = 1'-0"9VISITOR BUILDING ELEVATION - SOUTH
SIM/OPP
3
3
SIM/OPP
8
9
Scale: 3/32" = 1'-0"6HOME BUILDING ELEVATION - SOUTH
Scale: 3/32" = 1'-0"7HOME BUILDING ELEVATION - NORTH
76
1
N.T.S.
3D VIEW
Scale: 3/32" = 1'-0"1VISITOR BUILDING ELEVATION -SOUTH
. r e v i s i o n_
STATE OF WASHINGTON
REGISTERED
ARCHITECT
8979
KRISTOPHER J. STAMON
67$7(2):$6+,1*721
5(*,67(5('
$5&+,7(&7
.5,6723+(5-67$021
NO
PARKING
NO PARKING NO PARKING
NO P
A
R
K
I
N
G
NO PARKING
NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO
P
A
R
K
I
N
G
LINE TABLE
2215 North 30th Street, Suite 200 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
61
DFGD
MARCH 17, 2021
2210075.50
DELIN HUANG
33330 8TH AVENUE SOUTH
FEDERAL WAY, WA 98003
FEDERAL WAY
PUBLIC SCHOOLS
FEDERAL WAY HIGH
SCHOOL MEMORIAL
STADIUM
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 08, TWN. 21 N., RGE. 04 E. W.M.
CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON.
FEDERAL WAY HIGH SCHOOL MEMORIAL STADIUM
1
TOPOGRAPHIC
SURVEY
VERTICAL DATUM
BASIS OF BEARING
UTILITY NOTES
EQUIPMENT USED
SURVEYOR'S CERTIFICATE
N
GRAPHIC SCALE
0 20 40 FEET
1" = 20 FEET
10
LEGEND
SHEET 4
SHEET 2
NO PARKINGLINE TABLE
2215 North 30th Street, Suite 200 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
62
DFGD
MARCH 17, 2021
2210075.50
DELIN HUIANG
33330 8TH AVENUE SOUTH
FEDERAL WAY, WA 98003
FEDERAL WAY
PUBLIC SCHOOLS
FEDERAL WAY HIGH
SCHOOL MEMORIAL
STADIUM
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 08, TWN. 21 N., RGE. 04 E. W.M.
CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON.
FEDERAL WAY HIGH SCHOOL MEMORIAL STADIUM
2
TOPOGRAPHIC
SURVEY
N
GRAPHIC SCALE
0 20 40 FEET
1" = 20 FEET
10
LEGEND
SHEET 3
SHEET 1
LINE TABLE
2215 North 30th Street, Suite 200 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
63
DFGD
MARCH 17, 2021
2210075.50
DELIN HUIANG
33330 8TH AVENUE SOUTH
FEDERAL WAY, WA 98003
FEDERAL WAY
PUBLIC SCHOOLS
FEDERAL WAY HIGH
SCHOOL MEMORIAL
STADIUM
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 08, TWN. 21 N., RGE. 04 E. W.M.
CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON.
FEDERAL WAY HIGH SCHOOL MEMORIAL STADIUM
3
TOPOGRAPHIC
SURVEY
N
GRAPHIC SCALE
0 20 40 FEET
1" = 20 FEET
10
LEGEND
SHEET 6
SHEET 4SHEET 4SHEET 2
LINE TABLE
2215 North 30th Street, Suite 200 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
64
DFGD
MARCH 17, 2021
2210075.50
DELIN HUIANG
33330 8TH AVENUE SOUTH
FEDERAL WAY, WA 98003
FEDERAL WAY
PUBLIC SCHOOLS
FEDERAL WAY HIGH
SCHOOL MEMORIAL
STADIUM
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 08, TWN. 21 N., RGE. 04 E. W.M.
CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON.
FEDERAL WAY HIGH SCHOOL MEMORIAL STADIUM
4
TOPOGRAPHIC
SURVEY
N
GRAPHIC SCALE
0 20 40 FEET
1" = 20 FEET
10
LEGEND
SHEET 5
SHEET 3SHEET 3SHEET 1
LINE TABLE
2215 North 30th Street, Suite 200 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
65
DFGD
MARCH 17, 2021
2210075.50
DELIN HUIANG
33330 8TH AVENUE SOUTH
FEDERAL WAY, WA 98003
FEDERAL WAY
PUBLIC SCHOOLS
FEDERAL WAY HIGH
SCHOOL MEMORIAL
STADIUM
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 08, TWN. 21 N., RGE. 04 E. W.M.
CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON.
FEDERAL WAY HIGH SCHOOL MEMORIAL STADIUM
5
TOPOGRAPHIC
SURVEY
N
GRAPHIC SCALE
0 20 40 FEET
1" = 20 FEET
10
LEGENDSHEET 6SHEET 4
LINE TABLE
2215 North 30th Street, Suite 200 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
66
DFGD
MARCH 17, 2021
2210075.50
DELIN HUIANG
33330 8TH AVENUE SOUTH
FEDERAL WAY, WA 98003
FEDERAL WAY
PUBLIC SCHOOLS
FEDERAL WAY HIGH
SCHOOL MEMORIAL
STADIUM
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 08, TWN. 21 N., RGE. 04 E. W.M.
CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON.
FEDERAL WAY HIGH SCHOOL MEMORIAL STADIUM
6
TOPOGRAPHIC
SURVEY
N
GRAPHIC SCALE
0 20 40 FEET
1" = 20 FEET
10
LEGENDSHEET 5SHEET 3
1G0002304005402030 G13200405004020301G10GCCCCCCCCCCCCCCCCCSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGNO PARKINGVANCSOUTH 308TH STREETDETENTIONPONDATHLETICFIELD ANDTRACKCENTRAL KITCHENAND LOCKER ROOMSPARKING LOTTICKET BOOTHSRESTROOMS ANDLOCKER ROOMSSTORAGECONTAINERRESTROOMSRESTROOMSAND TICKETBOOTHVISITOR GRANDSTANDS
HOME GRANDSTANDS
14TH AVENUE SOUTH TENNIS COURTSBASEBALL FIELDDETENTIONPONDAHBL POINT #159NAIL AND WASHERN 122462.35E 1272711.68ELEV 455.16AHBL POINT #135NAIL AND WASHERN 122765.96E 1272367.40ELEV 442.96AHBL POINT #162HUB AND TACKN 123358.45E 1272139.01ELEV 445.9535.5'DETENTIONPONDEXPANSIONBIORETENTIONFACILITYEASTER LAKE (NOT SURVEYED)LOCATED 160'± SOUTH OFPROJECT PARCEL LINEEXISTING LEGEND LDJTJM49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.NSCALE IN FEET402004080COVER SHEETC0.0TRENCH NOTE UTILITY NOTE TOPOGRAPHIC NOTE FILL SPECIFICATION IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR ORMORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PITREQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHOREDAND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLEFOR WORKER SAFETY AND ETHOS CIVIL ASSUMES NORESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THEREQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY ANDHEALTH ACT, CHAPTER 49.17 RCW.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES AREAPPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIEDBY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALLDETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIESBEFORE COMMENCING WORK AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES THAT INCUR DUE TO THECONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANYAND ALL UNDERGROUND UTILITIES. ETHOS CIVIL ASSUMES NOLIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ONTHESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPONINFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION ISBELIEVED TO BE RELIABLE, ETHOS CIVIL CANNOT ENSUREACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OFTHAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAYHAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT.FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, ORSUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, ORWHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW,ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD.AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST WITH SITELAYOUT. PLEASE NOTE THAT ELECTRONIC FILES ARE PROVIDEDFOR CONTRACTOR'S CONVENIENCE AND SHALL NOT REPLACE NORBE USED TO SUBSTITUTE THE CONTRACT DOCUMENTS. THECONTRACTOR IS RESPONSIBLE FOR PROJECT LAYOUT ACCORDINGTO CONTRACT DOCUMENTS AND COST FOR ELECTRONIC AUTOCADFILES.CONTACT: TREVOR McDONALDPHONE: 253.318.8116AUTOCAD FILE CONTRACTOR SHALL FURNISH AS-BUILT RIM ELEVATIONS, PIPEINVERT ELEVATIONS, AND STRUCTURE LOCATIONS(COORDINATES) TO THE NEAREST 0.01 FOOT FOR ALL STORMDRAINAGE AND UTILITY STRUCTURES, AND AS-BUILT SLOPEMEASUREMENTS TO THE NEAREST 0.01% FOR ALL CURB RAMPAND LANDING PANEL JOINTS. CONTRACTOR SHALL ENGAGEWITH A PROFESSIONAL LAND SURVEYOR LICENSED IN THESTATE OF WASHINGTON TO FURNISH AS-BUILT INFORMATION.AS-BUILT NOTE LEGAL DESCRIPTION 1300 S 308TH STREETFEDERAL WAY, WA 98003SITE ADDRESS VICINITY MAP NOT TO SCALEOWNER/APPLICANT CIVIL ENGINEER ETHOS CIVIL748 MARKET STREET - SUITE 312TACOMA, WA 98402PHONE: 253.365.4973CONTACT: LUCAS JOHNSON, PE LEED APEMAIL: lucas@ethoscivil.comSURVEYOR FEDERAL WAY PUBLIC SCHOOLS33330 8TH AVENUE SFEDERAL WAY, WA 98003PHONE: 206.462.9144CONTACT: TIM AUSINKEMAIL: tausink@fwps.orgLANDSCAPE ARCHITECT AHBL2106 N 30TH STREET - SUITE 300TACOMA, WA 98403PHONE: 253.284.0281CONTACT: DAVID FOLLANSBEE, PLSEMAIL: dfollansbee@ahbl.comVERTICAL DATUM BASIS OF BEARING NBC - COMMUNITY BUSINESSZONING PER KING COUNTY ASSESSORNE 1/4 OF NE 1/4 OF SEC 8-21-4 LESS CO RDS TGW POR OF NW1/4 OF NW 1/4 OF SEC 9-21-4 LY WLY OF 16TH AVE S & OFPACIFIC HWY S TGW POR OF VAC 16TH AVE S LESS RD (ROWDEDICATION PER CITY OF FEDERAL WAY REC#20190329000115 & #20190329000116)ELECTRICAL ENGINEER BCE ENGINEERS6021 12TH STREET E - SUITE 200FIFE, WA 98424PHONE: 253.922.0446CONTACT: MICHAEL COZART, PEEMAIL: michael.cozart@bceengineers.comMECHANICAL ENGINEER STRUCTURAL ENGINEER PCS STRUCTURAL SOLUTIONS1250 PACIFIC AVENUE - SUITE 701TACOMA, WA 98402PHONE: 253.383.2797CONTACT: BRET MADDOXEMAIL: bmaddox@pcs-structural.comARCHITECT McGRANAHAN ARCHITECTS2111 PACIFIC AVENUE - SUITE 100TACOMA, WA 98402PHONE: 253.973.6610CONTACT: KRIS STAMON, AIA, DBIAEMAIL: kris.stamon@mcgranahan.comCONTRACTOR BNBUILDERS2601 4TH AVENUE - SUITE 350SEATTLE, WA 98121PHONE: 206.473.2798CONTACT: GERI URBASEMAIL: geri.urbas@bnbuilders.comAHBL2106 N 30TH STREET - SUITE 300TACOMA, WA 98403PHONE: 206.658.2663CONTACT: CRAIG SKIPTON, PLA, LEED APEMAIL: cskipton@ahbl.comBCE ENGINEERS6021 12TH STREET E - SUITE 200FIFE, WA 98424PHONE: 253.922.0446CONTACT: JEFF HARDWICK, PEEMAIL: jeff.hardwick@bceengineers.comWASHINGTON STATE PLANE COORDINATE SYSTEM, NORTHZONECITY OF FEDERAL WAY HORIZONTAL CONTROLHOLDING COUNTY MONUMENT NUMBERS 101 AND 114.POINT NO.101N=118543.73E=1270807.93AT THE INTERSECTION OF SW 320TH ST W/8TH AVE SPOINT NO.114N=121233.37E=1268065.08AT THE INTERSECTION OF 1ST AVE S W/S 312TH ST.HELD A LINE BETWEEN FOUND MONUMENTS AT THEINTERSECTIONS OF 1ST AVE S WITH S 312TH ST AND 1ST AVES AND S 320TH ST. SAID LINE BEARS NORTH 01°04'42" EAST.NGVD 29FEDERAL WAY VERTICAL BENCHMARK 2200-01MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S312TH ST.PUBLISHED ELEVATION: 357.20'SHEET INDEXNUMBERTITLEC0.0COVER SHEETC0.1USE PROCESS IV SITE PLANC1.0DEMOLITION PLAN - OVERALLC1.1DEMOLITION PLANC1.2DEMOLITION PLANC1.3DEMOLITION PLANC2.0TESC PLANC2.1TESC NOTES AND DETAILSC3.0GRADING PLAN - OVERALLC3.1GRADING PLANC3.2GRADING PLANC3.3GRADING PLANC3.4SITE SECTIONSC3.5SITE SECTIONSC4.0STORM DRAINAGE PLAN - OVERALLC4.1STORM DRAINAGE PLANC4.2STORM DRAINAGE PLANC4.3STORM DRAINAGE PLANC4.4STORM DRAINAGE DETAILSC4.5STORM DRAINAGE NOTES AND DETAILSC4.6POND SECTIONSC5.0DRY UTILITY PLAN - OVERALLC6.0PAVING AND HORIZONTAL CONTROL PLAN - OVERALLC6.1PAVING AND HORIZONTAL CONTROL PLANC6.2PAVING AND HORIZONTAL CONTROL PLANC6.3PAVING AND HORIZONTAL CONTROL PLANC6.4PAVING NOTES AND DETAILSSS0.0SEWER COVER SHEETSS1.0SEWER PLANSS2.0SEWER NOTES AND DETAILSSS2.1SEWER NOTES AND DETAILSW0.0WATER COVER SHEETW1.0WATER PLAN AND PROFILEW1.1WATER PLAN AND PROFILEW2.0WATER NOTES AND DETAILSW2.1WATER NOTES AND DETAILSPROJECT SITEWSET NAIL AND WASHERSET REBAR AND CAPBOLLARDMAIL BOXSIGN AS NOTEDSANITARY SEWER CLEANOUTSANITARY SEWER MANHOLESTORM CLEANOUTSTORM CATCH BASINSTORM MANHOLECABLE RISERGAS METERGAS VALVEUTILITY CABINETPOWER TRANSFORMERGUY ANCHORUTILITY POWER POLEJUNCTION BOXPOWER METERLUMINAIRETELEPHONE RISERTELEPHONE VAULTBLOW OFF VALVEFIRE DEPARTMENT CONNECTIONFIRE HYDRANTHOSE BIBIRRIGATION CONTROL VALVEWATER METERWATER VALVEWATER VAULTC-CEDAR, F-FIR, H-HEMLOCKP-PINE, ST-STUMPA-ALDER, CH-CHERRYM-MAPLE, MAD-MADRONEO-OAK, U-UNKNOWNPOWER VAULTHBYARD DRAINYDROOF DRAINSTORM LINESEWER LINEWATER LINEGAS LINEELECTRICAL LINECOMMUNICATION LINEOVERHEAD UTILITIESFENCEUNKNOWN VAULTASPHALTCONCRETESEWER PER RECORDSSTORM PER RECORDSIRRIGATION PER RECORDSWATER PER RECORDSGAS PER RECORDS1.PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TOPRE-CONSTRUCTION MEETING.2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISEDCODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OFPROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE MOSTRECENT VERSION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, ANDMUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS(KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). ITSHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONALENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVEREQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NOADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY.3.THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDINGTO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAYHAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER.ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESSSPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TOCONSTRUCTION.4.APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTEAN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATERCONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.)5.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTIONMEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT,AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE.6.A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITEWHENEVER CONSTRUCTION IS IN PROGRESS.7.ON-SITE CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION19.105.040); NORMALLY 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 SATURDAYS.8.RIGHT-OF-WAY CONSTRUCTION IS ALLOWED 8:30 A.M. TO 3:00 P.M. MONDAYTHROUGH FRIDAY. WRITTEN AUTHORIZATION TO WORK OUTSIDE OF THESE HOURSMUST BE GRANTED BY THE PUBLIC WORKS DIRECTOR.9.IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALLCONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORKWITHIN THE ROAD RIGHT-OF-WAY.10.FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ONTHESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVEDSET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OFKCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREEDAYS PRIOR TO CONSTRUCTION.11.VERTICAL DATUM SHALL BE KCAS OR NGVD-29.12.GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY ORAPPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAYSECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCEWITH THE WSDOT/APWA STANDARD SPECIFICATIONS.13.ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8” CRUSHEDROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES ORLESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITHCONTROL DENSITY FILL (SELF-COMPACTED FLOWABLE FILL) AS DEFINED BYWSDOT 2-09.3(1)E. THE AGGREGATE WILL BE 3/8-INCH MINUS.14.ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95%DENSITY IN ACCORDANCE WITH WSDOT 2-06.3.15.OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLYAPPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVEDPLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B) 3.16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATESAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANYOTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC,AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORKCOVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAYTHAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONEFLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOTSTANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL, SHALL APPLY.17.CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNINGSIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES.18.ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALTWEARING COURSE.19.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION ANDEROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE ASRETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCEWITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEETIN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONSUNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED INTHE STATE OF WASHINGTON.FEDERAL WAY GENERAL NOTES 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, APRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OFFEDERAL WAY, THE APPLICANT AND APPLICANT'S CONSTRUCTIONREPRESENTATIVE.2.FLAG CLEARING LIMITS.3.INSTALL STABILIZED CONSTRUCTION ENTRANCE.4.INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN.5.INSTALL OFFSITE CATCH BASIN PROTECTION.6.CONSTRUCT SEDIMENT TRAP/POND.7.CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED.8.INSTALL INTERCEPTOR SWALES/BERMS AND CHECK DAMS.9.ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM ANDRETENTION/DETENTION FACILITIES. PROVIDE INLET PROTECTION WHEREINDICATED.10.INSTALL REMAINING UTILITIES AND BUILDING.11.FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESSDRIVES, SIDEWALKS, CURBS AND GUTTERS.12.COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS.13.CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENTAND DEBRIS.14.REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE ISCOMPLETELY STABILIZED.FEDERAL WAY SAMPLECONSTRUCTION SEQUENCE0821049001PARCEL NUMBER ACCESSIBLE ROUTE (TYP)ACCESSIBLEROUTE (TYP)5.10.2022
TTTTCCCCCCCCCCCCCCCCCSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGNO PARKINGVANCSOUTH 308TH STREETEXISTINGDETENTIONPOND CELLREDEVELOPEDATHLETICFIELD ANDTRACKEXISTING CENTRAL KITCHEN ANDLOCKER ROOMSGROSS SF: 32,182 (5,677 ALTERATIONS)CONST TYPE: PENDING VERIFICATIONOCC CLASS: BREDEVELOPED GRAVELPARKING LOTTICKET BOOTHGROSS SF: 53CONST TYPE: V-BOCC CLASS: BSTORAGECONTAINERRESTROOMS AND CONCESSIONSGROSS SF: 1,602CONST TYPE: V-BOCC CLASS: B OR MRESTROOMS ANDTICKET BOOTHGROSS SF: 1,107CONST TYPE: V-BOCC CLASS: B14TH AVENUE SOUTH EXISTING TENNIS COURTSEXISTING BASEBALL FIELDSTORMWATERBIORETENTIONFACILITYEASTER LAKE (NOT SURVEYED)LOCATED 160'± SOUTH OFPROJECT PARCEL LINEEXISTINGDETENTIONPOND CELLDETENTIONPONDEXPANSIONRESTROOMS ANDCONCESSIONSGROSS SF: 2,199CONST TYPE: V-BOCC CLASS: B OR MHOME GRANDSTANDSGROSS SF: 11,235CONST TYPE: II-BOCC CLASS: A-5VISITOR GRANDSTANDSGROSS SF: 11,235CONST TYPE: II-BOCC CLASS: A-5EXISTING SOFTBALL FIELDEXISTINGTENNISCOURTSEXISTINGMULTI-PURPOSEATHLETIC FIELDEXISTING SHOTPUT FACILITYEXISTING FEDERAL WAYHIGH SCHOOLGROSS SF: 195,139SOUTH 304TH STREETPACIFIC H
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16TH AVENUE SOUTH14037EXISTING PARKING LOTEXISTINGPARKING LOTPEDESTRIAN PLAZA - HOME2,000 SFPEDESTRIAN PLAZA - VISITOR2,000 SF19EXISTING BUS LOOPAND PARKING LOT47326C
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C C C C C C C C C C C289.0' (EXISTING)95'±95'± TO EXISTING DRIVEWAY ONSOUTH SIDE OF S 308TH STREETFOR LIFE CARE CENTER OFFEDERAL WAY DEVELOPMENT(NOT SURVEYED)EXISTING DRIVEWAYENTRANCE TO REMAINEXISTING DRIVEWAYENTRANCE TO REMAINAPPROX LOCATION OF EXISTINGDRIVEWAY ON SOUTH SIDE OF S308TH STREET FOR CONDOMINIUMDEVELOPMENT (NOT SURVEYED)15' EXISTING LANDSCAPEBUFFER. SEE LANDSCAPEFOR IMPROVEMENTSNEW ACCESSIBLEPATH TO FIELDNOTE: BUS LOOP PARKING BACKGROUND DOESNOT MATCH ACTUAL BUILT CONDITIONS. LOTCONTAINS 24 COMPACT AND 23 STANDARDSTALLS (NO ADA)NOTE: THIS AREA IS SUBJECT TO THE CITY OFFEDERAL WAY/FWPS AGREEMENT AND POTENTIALREQUIRED MODIFICATIONS.EV ACCESS ROUTELDJWATORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003USE PROCESS IV03 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.49037NSCALE IN FEET6030060120USE PROCESS IV SITEPLANC0.11300 S 308TH STREETFEDERAL WAY, WA 98003SITE ADDRESS OWNER/APPLICANT CIVIL ENGINEER ETHOS CIVIL748 MARKET STREET - SUITE 312TACOMA, WA 98402PHONE: 253.365.4973CONTACT: LUCAS JOHNSON, PE LEED APEMAIL: lucas@ethoscivil.comSURVEYOR FEDERAL WAY PUBLIC SCHOOLS33330 8TH AVENUE SFEDERAL WAY, WA 98003PHONE: 206.462.9144CONTACT: TIM AUSINKEMAIL: tausink@fwps.orgLANDSCAPE ARCHITECT AHBL2106 N 30TH STREET - SUITE 300TACOMA, WA 98403PHONE: 253.284.0281CONTACT: DAVID FOLLANSBEE, PLSEMAIL: dfollansbee@ahbl.comBC - COMMUNITY BUSINESSZONING ARCHITECT McGRANAHAN ARCHITECTS2111 PACIFIC AVENUE - SUITE 100TACOMA, WA 98402PHONE: 253.973.6610CONTACT: KRIS STAMON, AIA, DBIAEMAIL: kris.stamon@mcgranahan.comCONTRACTOR BNBUILDERS2601 4TH AVENUE - SUITE 350SEATTLE, WA 98121PHONE: 206.473.2798CONTACT: GERI URBASEMAIL: geri.urbas@bnbuilders.comAHBL2106 N 30TH STREET - SUITE 300TACOMA, WA 98403PHONE: 206.658.2663CONTACT: CRAIG SKIPTON, PLA, LEED APEMAIL: cskipton@ahbl.com38.32± ACRESPARCEL SIZE VICINITY MAP NOT TO SCALENPROJECT SITE0821049001PARCEL NUMBER TREE STANDSTHE PROJECT PARCEL CONTAINS NO STANDS OF TREES ASDEFINED BY FWRC 19.05.200.PHASING AND TIMELINENO PHASING IS PROPOSED. FULL COMPLETION OF PROJECT ISANTICIPATED IN FALL 2023.PARKING SUMMARYPARKING AREASTALLS PROVIDEDSOUTHWEST OF MEM STADIUM140WEST OF FWHS / EAST OF 14TH AVE S (EXIST)37NORTHEAST OF MEM STADIUM (EXIST)19NORTH OF FWHS (EXIST)326BUS LOOP NORTHEAST OF FWHS (EXIST)47*TOTAL569*SURFACE SUMMARYPARCELCONDITIONPERVIOUS AREA(AC)IMPERVIOUS AREA(AC)TOTAL(AC)EXISTING21.8616.6038.46PROPOSED22.0216.4438.46THE EARTHWORK QUANTITIES SHOWN BELOW ARE ESTIMATES ONLY.DO NOT USE THEM FOR BIDDING PURPOSES. THE QUANTITIES DO NOTACCOUNT FOR STRIPPING, COMPACTION, CUT OR FILL ADJUSTMENTFACTORS, PAVEMENT SECTIONS, UTILITY TRENCHING, OR OTHERFACTORS THAT AFFECT EARTHWORK QUANTITIES.CUT:5,000 CYFILL:2,000 CYNET:3,000 CY (CUT)EARTHWORK QUANTITIES NOTE: TABLE ASSUMES SYNTHETIC TURF SURFACES WITH UNDERDRAINSARE PERVIOUS. THIS ASSUMPTION IS NOT APPLIED IN STORMWATERCALCULATIONS.*16 EXISTING STALLS TO BE IMPACTED BY CURRENT NON-MOTORIZEDVEHICLE PROJECT.5.10.2022
NOPARKINGNO PARKINGNO PARKINGNO PARK
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NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKING NO PARKINGSOUTH 308TH STREET14TH AVENUE SOUTH
LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.NSCALE IN FEET402004080DEMOLITION PLAN -OVERALLC1.0MATCHLINEMATCHLINE1.DEMOLITION: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO INCLUDE THE DEMOLITIONOF ALL EXISTING BUILDINGS, PAVING, UTILITIES AND OTHER EXISTING SITE IMPROVEMENTSINCLUDING THEIR UNDERGROUND COMPONENTS AS INDICATED BY THIS DRAWING AND AS REQUIREDFOR NEW CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW THE SITECONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORK AND INCLUDE ALLNECESSARY DEMOLITION, WHETHER SHOWN OR NOT, AND INCLUDE ALL SUCH COSTS IN THE BASEBID.2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THEOWNER'S PROPERTY/DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOROBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.3.FOR BUILDING DEMOLITION, CONTRACTOR SHALL OBTAIN PERMITS FROM PUGET SOUND CLEAN AIRAGENCY.4.CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO CONDUCT ALL CLEARINGNECESSARY TO BE ABLE TO COMPLETE ALL THE WORK OF THIS PROJECT.5.IT IS THE RESPONSIBILITY OF THE CONTRACTOR FOR ENSURING THAT ALL UTILITIES HAVE BEENDISCONNECTED PRIOR TO COMMENCING DEMOLITION. CONTRACTOR SHALL COORDINATE UTILITYDEMOLITION WITH NEW CONSTRUCTION.11.REMOVE ALL UTILITIES WITHIN 10-FT OF PROPOSED BUILDING PADS AND BUILDING APPERTENANCES.OTHERWISE, PIPES/CONDUIT THAT WILL SERVE NO PURPOSE, WITH MORE THAN 3-FT OF COVER INTHE FINAL CONDITION, AND WHICH DO NOT CONFLICT WITH NEW UTILITIES, STRUCTURES ETC. MAY BEDECOMMISSIONED AND ABANDONED IN PLACE. ABANDONED STORM AND SANITARY SEWER PIPESMUST BE FILLED WITH CDF, GROUTED AND CAPPED. OTHER ABANDONED UTILITY PIPES MAY BE FILLEDWITH CDF OR SAND, AND GROUTED AND CAPPED. BACKFILL TRENCHES AND COMPACT TO 95% MAXDRY DENSITY, UNLESS OTHERWISE NOTED. COORDINATE WITH UTILITY PURVEYORS TO ADDRESSCONNECTIONS AT MAINS IN ACCORDANCE WITH UTILITY PURVEYOR STANDARDS.12.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THEREMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THEUTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITYCOMPANY'S FORCES.13.COORDINATE POWER DEMOLITION WITH UTILITY PURVEYOR AND ELECTRICAL PLANS. CONTRACTORTO ENSURE THAT DEMOLITION OF LINES WILL NOT COMPROMISE POWER TO OTHER AREAS.14.ANY ABANDONED SIDE SEWER(S) SHALL BE PLUGGED OR CAPPED AS SHOWN. DEVIATIONS FROMWHAT IS SHOWN SHALL BE INCLUDED IN CONTRACTOR'S AS-BUILT DRAWINGS.15.UTILITIES TO BE ABANDONED SHALL BE CAPPED. CONTRACTOR SHALL AS-BUILT LOCATIONS.16.REFER TO LANDSCAPE ARCHITECTURE DRAWINGS FOR TRACK AND FIELD DEMOLITIONREQUIREMENTS AS WELL AS TREE PROTECTION REQUIREMENTS .17.ALL MONUMENTS DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE REPLACED PERWAC 332-120 AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL APPLY FOR PERMIT FROMTHE DEPARTMENT OF NATURAL RESOURCES AS NECESSARY.18.CONTRACTOR SHALL ENSURE THAT ADEQUATE FIRE PROTECTION ACCESS IS PROVIDED TO SITE ANDEXISTING STRUCTURES TO REMAIN. CONTRACTOR SHALL ALSO PROVIDE ADEQUATE FIREPROTECTION FOR NEW BUILDINGS.19.COORDINATE DEMOLITION OF ASPHALT WITH TESC PLAN. MAINTAIN PAVEMENT AS A WORKINGSURFACE AS LONG AS FEASIBLE.20.CONTRACTOR SHALL MINIMIZE DUST GENERATION ONSITE BY SPRINKLING THE SITE WITH WATERUNTIL SURFACE IS ADEQUATELY WET. SEE BMP C140.21.SAWCUT CONCRETE PAVEMENT AND SIDEWALK TO BE REMOVED AT NEAREST JOINT.DEMOLITION NOTES CLEARING LIMITS NOTETHE CLEARING LIMITS SHOWN MAY NEED TO BE ADJUSTED TOPERFORM THE WORK. CONTRACTOR IS RESPONSIBLE FORREVIEWING LIMITS AND CONFIRMING SILT FENCE LOCATION PRIORTO WORK. ANY ADJUSTMENTS SHALL BE AT THE COST OF THECONTRACTOR.5.10.2022
REFER TO LANDSCAPEPLANS FOR TRACK ANDFIELD DEMOLITION SCOPE1717(TYP)17(TYP)5(TYP)5(TYP)217(TYP)1124(TYP)1112313132424242424117(TYP)71217(TYP)232882222223917(TYP)232424139CLCLCLCLSL5(TYP)5(TYP)17(TYP)17(TYP)171788817282914TH AVENUE SOUTH817(TYP)235(TYP)8(TYP)5(TYP)2430242424SL(TYP)5(TYP)SLLEGENDRIGHT-OF-WAY / PROPERTY LINECLEARING / PROJECT LIMITSREMOVE EXISTING ASPHALTREMOVE EXISTING CONCRETESAWCUT LINEREMOVE EXISTING UTILITYREMOVE EXISTING TREEEXISTING TREE TO REMAINEXISTING MAJOR CONTOURSEXISTING MINOR CONTOURSCLSLPROTECTION NOTESPROTECT CURBPROTECT PAVEMENTPROTECT FENCEPROTECT WALLPROTECT STEPSPROTECT GATEPROTECT MONUMENT SIGNPROTECT BIORETENTION CELLSALVAGE FLAG POLE AND FLAG FOR RESUSESALVAGE PLAQUE FOR RESUSESALVAGE "STATE CHAMPIONS AND STATE RUNNER-UP TEAMS" SIGNAND PROVIDE TO OWNER FOR REUSE.PROTECT TRENCH DRAINPROTECT UTILITY PIPE/CONDUITPROTECT MAILBOXPROTECT RAILROAD TIE WALL123456789101112131415REMOVAL NOTESREMOVE BUILDING/STRUCTURE AND APPERTENANCES, INCLUDINGFOUNDATION. REFER TO ARCHICTURAL PLANS.REMOVE CHAINLINK FENCE SYSTEM, INCLUDING THE FOUNDATION(REMOVE TO THE NEXT NEAREST POST WHERE APPLICABLE)REMOVE WOOD STRUCTURE AND APPURTENANCES.REMOVE FENCE POST AND FOUNDATIONREMOVE WOOD STRUCTURE ON CASTERS (NO FOUNDATION)REMOVE CONCRETE DEBRISREMOVE STORAGE CONTAINERREMOVE LANDSCAPE BLOCK WALL (STACKED 2 BLOCKS HIGH) ANDPLANTERREMOVE ASPHALT CONCRETE PAVEMENTREMOVE RAILROAD TIE WALLREMOVE CEMENT CONCRETE PAVEMENTREMOVE TREES (NOT SURVEYED) - FIELD VERIFY LOCATION ANDQUANTITY FOR BIDDING.REMOVE EXTRUDED CURB (WHERE APPLICABLE REMOVE TONEAREST JOINT)REMOVE STORM/UTILITY STRUCTUREREMOVE CAST-IN-PLACE CURBREMOVE OR ABANDON UTILITY PIPE/CONDUIT UNLESS OTHERWISENOTED (REFER TO DEMOLITION NOTES AND PROJECTMANUAL/SPECIFICATIONS FOR CRITERIA FOR ABANDONING UTILIES).PLUG/CAP UTILITES TO BE ABANDONED AT ALL ENDS.REMOVE LIGHT POLE, BASE, AND FIXTURESREMOVE EXISTING UTILITY. CAP AND ABANDON PIPE AT EDGE OFEXITING PAVEMENT TO REMAIN.REMOVE LIGHT BASEREMOVE PLANTERREMOVE ECOLOGY BLOCKS - FIELD VERIFY LOCATION AND QUANTITYFOR BIDDINGREMOVE SAND PITREMOVE STEPS AND HANDRAILSREMOVE CONCRETE PAD / FOUNDATIONREMOVE SIGN, POST AND FOUNDATIONSREMOVE SCOREBOARD AND FOUNDATIONREMOVE GATE AND FOUNDATIONREMOVE EXISTING GOALPOSTS AND FOUNDATION. SAWCUT,REMOVE, AND PATCH ASPHALT AS NEEDED.REMOVE CONCRETE POSTS AND CABLEREMOVE WHEEL STOP117218319420521622723824925102611271228132914301516LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.DEMOLITION PLANC1.1NSCALE IN FEET201002040MATCHLINE - REFER TO SHEET C1.25.10.2022
NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKING14TH AVENUE SOUTH REFER TO LANDSCAPEPLANS FOR TRACK ANDFIELD DEMOLITION SCOPE111113131323242411111288822222217(TYP)17(TYP)239232710(NOTSURVEYED)111117(TYP)(NOT SURVEYED)775(TYP)5(TYP)5(TYP)17(TYP)17(TYP)172324247172519202066181799344224242413115(TYP)17(TYP)2324241317171826268891016(TYP)89CLCLCLCL6(TYP)6(TYP)6(TYP)17(TYP)30242424SL(TYP)SL(TYP)SL(TYP)LEGENDRIGHT-OF-WAY / PROPERTY LINECLEARING / PROJECT LIMITSREMOVE EXISTING ASPHALTREMOVE EXISTING CONCRETESAWCUT LINEREMOVE EXISTING UTILITYREMOVE EXISTING TREEEXISTING TREE TO REMAINEXISTING MAJOR CONTOURSEXISTING MINOR CONTOURSCLSLPROTECTION NOTESPROTECT CURBPROTECT PAVEMENTPROTECT FENCEPROTECT WALLPROTECT STEPSPROTECT GATEPROTECT MONUMENT SIGNPROTECT BIORETENTION CELLSALVAGE FLAG POLE AND FLAG FOR RESUSESALVAGE PLAQUE FOR RESUSESALVAGE "STATE CHAMPIONS AND STATE RUNNER-UP TEAMS" SIGNAND PROVIDE TO OWNER FOR REUSE.PROTECT TRENCH DRAINPROTECT UTILITY PIPE/CONDUITPROTECT MAILBOXPROTECT RAILROAD TIE WALL123456789101112131415REMOVAL NOTESREMOVE BUILDING/STRUCTURE AND APPERTENANCES, INCLUDINGFOUNDATION. REFER TO ARCHICTURAL PLANS.REMOVE CHAINLINK FENCE SYSTEM, INCLUDING THE FOUNDATION(REMOVE TO THE NEXT NEAREST POST WHERE APPLICABLE)REMOVE WOOD STRUCTURE AND APPURTENANCES.REMOVE FENCE POST AND FOUNDATIONREMOVE WOOD STRUCTURE ON CASTERS (NO FOUNDATION)REMOVE CONCRETE DEBRISREMOVE STORAGE CONTAINERREMOVE LANDSCAPE BLOCK WALL (STACKED 2 BLOCKS HIGH) ANDPLANTERREMOVE ASPHALT CONCRETE PAVEMENTREMOVE RAILROAD TIE WALLREMOVE CEMENT CONCRETE PAVEMENTREMOVE TREES (NOT SURVEYED) - FIELD VERIFY LOCATION ANDQUANTITY FOR BIDDING.REMOVE EXTRUDED CURB (WHERE APPLICABLE REMOVE TONEAREST JOINT)REMOVE STORM/UTILITY STRUCTUREREMOVE CAST-IN-PLACE CURBREMOVE OR ABANDON UTILITY PIPE/CONDUIT UNLESS OTHERWISENOTED (REFER TO DEMOLITION NOTES AND PROJECTMANUAL/SPECIFICATIONS FOR CRITERIA FOR ABANDONING UTILIES).PLUG/CAP UTILITES TO BE ABANDONED AT ALL ENDS.REMOVE LIGHT POLE, BASE, AND FIXTURESREMOVE EXISTING UTILITY. CAP AND ABANDON PIPE AT EDGE OFEXITING PAVEMENT TO REMAIN.REMOVE LIGHT BASEREMOVE PLANTERREMOVE ECOLOGY BLOCKS - FIELD VERIFY LOCATION AND QUANTITYFOR BIDDINGREMOVE SAND PITREMOVE STEPS AND HANDRAILSREMOVE CONCRETE PAD / FOUNDATIONREMOVE SIGN, POST AND FOUNDATIONSREMOVE SCOREBOARD AND FOUNDATIONREMOVE GATE AND FOUNDATIONREMOVE EXISTING GOALPOSTS AND FOUNDATION. SAWCUT,REMOVE, AND PATCH ASPHALT AS NEEDED.REMOVE CONCRETE POSTS AND CABLEREMOVE WHEEL STOP117218319420521622723824925102611271228132914301516LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.DEMOLITION PLANC1.2NSCALE IN FEET201002040MATCHLINE - REFER TO SHEET C4.1MATCHLINE - REFER TO SHEET C1.35.10.2022
NOPARKINGNO PARKINGNO PARKINGNO PARK
ING
NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKING NO PARKINGSOUTH 308TH STREET14TH AVENUE SOUTH5 55172519206181716(TYP)16(TYP)16(TYP)16(TYP)16(TYP)2114521715151414151513131313488466SLSLSLSLSLSLCLCLCLCLCL171717SL6(TYP)141515LEGENDRIGHT-OF-WAY / PROPERTY LINECLEARING / PROJECT LIMITSREMOVE EXISTING ASPHALTREMOVE EXISTING CONCRETESAWCUT LINEREMOVE EXISTING UTILITYREMOVE EXISTING TREEEXISTING TREE TO REMAINEXISTING MAJOR CONTOURSEXISTING MINOR CONTOURSCLSLPROTECTION NOTESPROTECT CURBPROTECT PAVEMENTPROTECT FENCEPROTECT WALLPROTECT STEPSPROTECT GATEPROTECT MONUMENT SIGNPROTECT BIORETENTION CELLSALVAGE FLAG POLE AND FLAG FOR RESUSESALVAGE PLAQUE FOR RESUSESALVAGE "STATE CHAMPIONS AND STATE RUNNER-UP TEAMS" SIGNAND PROVIDE TO OWNER FOR REUSE.PROTECT TRENCH DRAINPROTECT UTILITY PIPE/CONDUITPROTECT MAILBOXPROTECT RAILROAD TIE WALL123456789101112131415REMOVAL NOTESREMOVE BUILDING/STRUCTURE AND APPERTENANCES, INCLUDINGFOUNDATION. REFER TO ARCHICTURAL PLANS.REMOVE CHAINLINK FENCE SYSTEM, INCLUDING THE FOUNDATION(REMOVE TO THE NEXT NEAREST POST WHERE APPLICABLE)REMOVE WOOD STRUCTURE AND APPURTENANCES.REMOVE FENCE POST AND FOUNDATIONREMOVE WOOD STRUCTURE ON CASTERS (NO FOUNDATION)REMOVE CONCRETE DEBRISREMOVE STORAGE CONTAINERREMOVE LANDSCAPE BLOCK WALL (STACKED 2 BLOCKS HIGH) ANDPLANTERREMOVE ASPHALT CONCRETE PAVEMENTREMOVE RAILROAD TIE WALLREMOVE CEMENT CONCRETE PAVEMENTREMOVE TREES (NOT SURVEYED) - FIELD VERIFY LOCATION ANDQUANTITY FOR BIDDING.REMOVE EXTRUDED CURB (WHERE APPLICABLE REMOVE TONEAREST JOINT)REMOVE STORM/UTILITY STRUCTUREREMOVE CAST-IN-PLACE CURBREMOVE OR ABANDON UTILITY PIPE/CONDUIT UNLESS OTHERWISENOTED (REFER TO DEMOLITION NOTES AND PROJECTMANUAL/SPECIFICATIONS FOR CRITERIA FOR ABANDONING UTILIES).PLUG/CAP UTILITES TO BE ABANDONED AT ALL ENDS.REMOVE LIGHT POLE, BASE, AND FIXTURESREMOVE EXISTING UTILITY. CAP AND ABANDON PIPE AT EDGE OFEXITING PAVEMENT TO REMAIN.REMOVE LIGHT BASEREMOVE PLANTERREMOVE ECOLOGY BLOCKS - FIELD VERIFY LOCATION AND QUANTITYFOR BIDDINGREMOVE SAND PITREMOVE STEPS AND HANDRAILSREMOVE CONCRETE PAD / FOUNDATIONREMOVE SIGN, POST AND FOUNDATIONSREMOVE SCOREBOARD AND FOUNDATIONREMOVE GATE AND FOUNDATIONREMOVE EXISTING GOALPOSTS AND FOUNDATION. SAWCUT,REMOVE, AND PATCH ASPHALT AS NEEDED.REMOVE CONCRETE POSTS AND CABLEREMOVE WHEEL STOP117218319420521622723824925102611271228132914301516LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.DEMOLITION PLANC1.3NSCALE IN FEET201002040MATCHLINE - REFER TO SHEET C1.25.10.2022
SOUTH 308TH STREET14TH AVENUE SOUTH
443
443443440437438439441442
442442
4434
4
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444455
460
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456 457 458
459461445450CL(TYP)CL(TYP)CL(TYP)CL(TYP)SF(TYP)SF(TYP)SF(TYP)SF(TYP)SF(TYP)SF(TYP)SF(TYP)SF(TYP)SF(TYP)SF(TYP)SF(TYP)SF(TYP)SF(TYP)SF(TYP)IP(TYP)IP(TYP)IP(TYP)IP(TYP)IP(TYP)2(TYP)1(TYP)1(TYP)3(TYP)3(TYP)4(TYP)4(TYP)4(TYP)5(TYP)5(TYP)5(TYP)SF(TYP)LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.NSCALE IN FEET402004080TESC PLANC2.0LEGENDRIGHT-OF-WAY / PROPERTY LINECLEARING / PROJECT LIMITSSILT FENCEINLET PROTECTIONQUARRY SPALLSSLOPE PROTECTIONEXISTING MAJOR CONTOURSEXISTING MINOR CONTOURSPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOUR123123CLSFKEYNOTESUTILIZE EXISTING ASPHALT DRIVEWAY AS CONSTRUCTIONENTRANCE.UTILIZE EXISTING GRAVEL PARKING LOT AS CONTRACTORLAYDOWN AREA. OPTIONAL: INSTALL ATB AT GRADES TO ALLOWIT TO BE INCORPORATED IN FINAL PAVING. CONTRACTOR TOREPAIR ATB PRIOR TO FINAL LIFT OF ASPHALT AS NEEDED.EXISTING POND TO BE USED AS A TEMPORARY SEDIMENT PONDDURING CONSTRUCTION. REMOVE ALL SEDIMENT AFTERCONSTRUCTION IS COMPLETE. STABILIZE POND BOTTOM ANDSIDE SLOPES WITH HYDROSEED.PROTECT BIORETENTION CELL DURING CONSTRUCTION. REMOVEALL SEDIMENT AFTER CONSTRUCTION IS COMPLETE. STABILIZEBOTTOM AND SIDE SLOPED WITH HYDROSEED.FLUSH STORM PIPES AFTER CONSTRUCTION IS COMPLETE.12345CONSTRUCTION FENCING NOTECONTRACTOR SHALL FURNISH, INSTALL, ADJUST, AND MAINTAINTEMPORARY 6 FOOT CHAINLINK SECURITY FENCE AT SITEPERIMETER FOR ENTIRE DURATION OF PROJECT. SECURITY FENCESHALL INCLUDE, BUT IS NOT NECESSARILY LIMITED TO, CHAINLINKFABRIC, RAILS, POSTS, GATES, LOCKS, AND BRACES.CLEARING LIMITS NOTETHE CLEARING LIMITS SHOWN MAY NEED TO BE ADJUSTED TOPERFORM THE WORK. CONTRACTOR IS RESPONSIBLE FORREVIEWING LIMITS AND CONFIRMING SILT FENCE LOCATION PRIORTO WORK. ANY ADJUSTMENTS SHALL BE AT THE COST OF THECONTRACTOR.IP1C2.12C2.16C2.15C2.1FINISHED GRADE NOTEPROPOSED CONTOURS REPRESENT THE APPROXIMATE TOP OFFINAL SURFACING, SUCH AS PAVEMENT OR LANDSCAPING. THEYDO NOT REPRESENT FINAL SUBGRADE ELEVATIONS.2C6.43C6.45.10.2022
LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.TESC NOTES ANDDETAILSC2.11.APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOESNOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGEDESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS,CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.).2.THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIESIS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALLCONSTRUCTION IS APPROVED.3.THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALLBE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURINGTHE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGEDCLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BEMAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OFCONSTRUCTION.4.THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED INCONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCHA MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTERTHE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS.5.THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUMREQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THECONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E.ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) ASNEEDED FOR UNEXPECTED STORM EVENTS.6.THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THEAPPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURETHEIR CONTINUED FUNCTIONING.7.ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAYEMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIODOF 2 DAYS (WET SEASON) OR 7 DAYS (DRY SEASON), SHALL BEIMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E.SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.)8.ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATEATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS.9.THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED ANDMAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURSFOLLOWING A STORM EVENT.10.AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TOACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS ANDCONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANINGOPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THEDOWNSTREAM SYSTEM.11.STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BEINSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FORTHE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BEREQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THEDURATION OF THE PROJECT.12.WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D, SECTIOND.2.4.2 OF THE KCSWDM ARE IN EFFECT BEGINNING OCTOBER 1 THROUGHAPRIL 30.13.ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARYSETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSIONCONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGECAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY ASAN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BEUSED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTIONTANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN.14.WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FASTGERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E.ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PERACRE).15.WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED,IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES.16.MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTIONSHALL BE PROVIDED PER SECTION 19.120 OF FWRC.FEDERAL WAY EROSION/SEDIMENTATION CONTROL NOTESNOTES:1.CLEAR PLASTIC COVERING SHALL MEET WSDOT 9-14-5(3)2.TIRE SIDEWALLS, SANDBAGS, OR EQUIVALENT MAY BE USED TOWEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP AMINIMUM OF 12" AND BE WEIGHTED OR TAPED10' MAX.10' MAX.TOE IN SHEETING INMINIMUM 4"X4" TRENCHPROVIDE STAKED STRAWBALES AT TOE OF SLOPEFOR ENERGY DISSIPATION1.THE TREE PROTECTION FENCE SHOULD BE MAINTAINED THROUGHOUT GRADING AND CONSTRUCTIONAND SHALL NOT BE REMOVED UNTIL FINAL LANDSCAPING IS IN PROGRESS. AT NO TIME SHALLEQUIPMENT ENTER INTO THE ROOT PROTECTION ZONE (RPZ). ALL BRUSH CLEANUP WITHIN THE RPZSHOULD BE COMPLETED BY HAND TO PREVENT DISTURBANCE OF NATIVE GROUND COVERS. NO CUTS ORFILLS OF UTILITY TRENCHING, MODIFICATIONS TO DRAINAGE, ETC. SHALL IMPACT THE RPZ. NO WIRES,CABLES, OR OTHER DEVICES SHOULD BE ATTACHED TO PROTECTED TREES DURING CONSTRUCTION.2.IF IMPACTS MUST OCCUR WITHIN THE RPZ, CONTACT THE LANDSCAPE ARCHITECT PRIOR TO THEOPERATIONS TO DETERMINE THE PROPER PROCEDURE TO PROTECT THE TREES HEALTH.3.CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.ANCHOR POSTS MUST BE INSTALLED TOA DEPTH OF NO LESS THAN 1/3 OF THETOTAL HEIGHT OF THE POST.USE 8" WIRE 'U' TO SECUREFENCE BOTTOM (TYP)48" ORANGE VINYLCONSTRUCTION FENCINGDIAMOND MESH (TYP)ANCHOR POSTS SHOULD BEMINIMUM 6' TALL 'T-BAR'FENCE POST8' MAX. OC SPACING1.PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILSAND SHALL MEET THE REQUIREMENTS OF THE WASHINGTON STATEDEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONSSECTION 9-14.5(3).2.COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY INPLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM10-FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BETAPED OR WEIGHTED DOWN FULL LENGTH. SEAMS SHALL HAVE ATLEAST A 12 INCH OVERLAP.3.CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ONAREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 ANDREMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED.4.WHEN COVERING IS USED ON UN-SEEDED SLOPES, IT SHALL BEKEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD.5.PLASTIC COVERING SHALL BE BURIED TWO FEET AT THE TOP OFSLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATHSHEETS.6.PROPER MAINTENANCE OF COVERING INCLUDES, BUT IS NOTNECESSARILY LIMITED TO, REGULAR CHECKS FOR AND REPAIRS OFRIPS AND DISLODGED ENDS.1.ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION ASPRESCRIBED ON THESE PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD ANDOBSERVED DURING CONSTRUCTION.2.ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES, ANDPROTECTIVE MEASURES FOR CRITICAL AREAS AND SIGNIFICANT TREES SHALL BEINSTALLED PRIOR TO INITIATING ANY CONSTRUCTION ACTIVITIES.3.ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BECONSTRUCTED AND IN OPERATION PRIOR TO ANY LAND CLEARING AND/OR OTHERCONSTRUCTION ACTIVITIES TO ENSURE THAT SEDIMENT LADEN WATER DOES NOTENTER ANY EXISTING DRAINAGE SYSTEM. THE CONTRACTOR SHALL SCHEDULE ANINSPECTION OF THE EROSION CONTROL FACILITIES PRIOR TO ANY LANDCLEARING AND/OR OTHER CONSTRUCTION. ALL EROSION AND SEDIMENTCONTROL FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTILSUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND THEPOTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION,MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THE EROSION ANDSEDIMENTATION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THECONTRACTOR.4.THE EROSION AND SEDIMENTATION CONTROL SYSTEM MEASURES DEPICTED ONTHESE PLANS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEETANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES ANDUNEXPECTED OR SEASONAL CONDITIONS DICTATE, ADDITIONAL MEASURES MAYBE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE SITE. DURINGTHE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION ANDRESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THATMAY BE CREATED BY CONSTRUCTION RELATED ACTIVITIES AND TO PROVIDEADDITIONAL FACILITIES, OVER AND ABOVE THE MINIMUM REQUIREMENTS, AS MAYBE NEEDED TO PROTECT ADJACENT SITES, SENSITIVE AREAS, NATURAL WATERCOURSES, AND/OR STORM DRAINAGE SYSTEMS.5.ANY DISTURBED AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERENO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 10 DAYS OR MORE DURINGTHE DRY SEASON (MAY 1-SEPT 30) OR 5 DAYS OR MORE IN THE WET SEASON (OCT1-APRIL 30), SHALL BE IMMEDIATELY STABILIZED WITH MULCHING, GRASSPLANTING, OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TOTHE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLEONLY DURING THE MONTHS OF MAY THROUGH SEPTEMBER INCLUSIVE. SEEDINGMAY PROCEED OUTSIDE THE SPECIFIED TIME PERIOD WHENEVER IT IS IN THEINTEREST OF THE CONTRACTOR BUT SHALL BE AUGMENTED WITH MULCHING,NETTING, OR OTHER TREATMENT.6.NO TEMPORARY OR PERMANENT STOCKPILING OF MATERIALS OR EQUIPMENTSHALL OCCUR WITHIN CRITICAL AREAS OR ASSOCIATED BUFFERS, OR THECRITICAL ROOT ZONE FOR VEGETATION PROPOSED FOR RETENTION.7.WATER SITE AS NECESSARY TO CONTROL DUST.8.TOPSOIL SHALL NOT BE PLACED WHILE SUBGRADE IS IN A FROZEN OR MUDDYCONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONSEXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING ORPROPOSED SODDING OR SEEDING.9.ON-SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THECONTRACTOR. ANY PROBLEMS OCCURRING BEFORE FINAL STABILIZATION OF THESITE SHALL BE CORRECTED BY THE CONTRACTOR.10.IF EROSION OR SEDIMENTATION OCCURS ON ADJACENT SITES, ALLCONSTRUCTION WORK WITHIN THE PROJECT LIMITS THAT WILL AGGRAVATE THESITUATION MUST CEASE AND THE CONTRACTOR SHALL IMMEDIATELY COMMENCERESTORATION OR MITIGATION MEASURES. RESTORATION ACTIVITY SHALLCONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED.11.ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHOWN ON THESEDRAWINGS SHALL BE INSTALLED PRIOR TO, OR AS THE FIRST STAGE OF SITEPREPARATION.12.SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURESSHOWN ON THESE DRAWINGS NOT PROVE ADEQUATE TO CONTROL EROSION ANDSEDIMENTATION, THE CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES ASNECESSARY TO PROTECT ADJACENT SITES, SENSITIVE AREAS, NATURAL WATERCOURSES, AND/OR STORM DRAINAGE SYSTEMS.13.ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS,DUST, AND MUD FROM ACCUMULATING ON ADJACENT ROADWAYS.14.THE CONTRACTOR SHALL BE REQUIRED TO CALL 1-800-424-5555 OR "811" AMINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING ANY EXCAVATIONACTIVITIES TO DETERMINE FIELD LOCATIONS OF ALL UNDERGROUND UTILITIES.15.RUNOFF SHALL NOT BE ALLOWED TO DRAIN INTO THE STORM DRAINAGE SYSTEMDURING CONSTRUCTION. PROVIDE TEMPORARY PROTECTION FOR YARD DRAINSAS REQUIRED TO PREVENT RUNOFF FROM ENTERING THE STORM DRAINAGESYSTEM.16.THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORMTO THE CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN AND THECONSTRUCTION STORMWATER NPDES AND STATE WASTE DISCHARGE GENERALPERMIT. UPDATES MEASURES AS NECESSARY TO CONFORM TO SITE CONDITIONS.17.ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BECOMPLETELY REMOVED PRIOR TO PROJECT COMPLETION.18.REFER TO THE CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN ANDNPDES PERMIT FOR ADDITIONAL REQUIREMENTS.TESC NOTES PLASTIC COVERING NOTES HYDROSEEDING NOTES 1.HYDROSEEDING SHALL BE APPLIED TO ALL DISTURBED NON-PAVEDSURFACES, UNLESS NOTED OTHERWISE.2.HYDROSEEDING SHALL CONSIST OF BENTGRASS AND SHALL BEAPPLIED AT A RATE OF 120 LBS/ACRE.3.HYDROSEED SHALL INCLUDE A MINIMUM OF 1500 LBS/ACRE OFMULCH WITH 3% TACKIFIER. IT SHALL ALSO INCLUDE A 10-4-6FERTILIZER AT A RATE OF 90 LBS/ACRE.4.SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILLREQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARYTO FOSTER AND PROTECT THE ROOT STRUCTURE.5.FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30,ARMORING OF THE SEED BED WILL BE NECESSARY TO FOSTER ANDPROTECT THE ROOT STRUCTURE (E.G. GEOTEXTILES, JUTE MAT,CLEAR PLASTIC COVERING).6.BEFORE SEEDING, INSTALL ALL REQUIRED SURFACE RUNOFFCONTROL MEASURES SUCH AS GRADIENT TERRACES,INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS, ANDSEDIMENTATION BASINS.7.THE SEED BED SHALL BE FIRM WITH A FAIRLY FINE SURFACE,FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONSACROSS OR AT RIGHT ANGLES TO THE SLOPE.8.FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERSRECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED,ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS.9.HYDROSEED SHALL NOT BE APPLIED TO AREAS SUBJECT TO WEARBY CONSTRUCTION TRAFFIC.1.DEMOLITION: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO INCLUDETHE DEMOLITION OF ALL EXISTING BUILDINGS, PAVING, UTILITIES AND OTHEREXISTING SITE IMPROVEMENTS INCLUDING THEIR UNDERGROUND COMPONENTSAS INDICATED BY THIS DRAWING AND AS REQUIRED FOR NEW CONSTRUCTION. ITIS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW THE SITE CONDITIONSAND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORK ANDINCLUDE ALL NECESSARY DEMOLITION, WHETHER SHOWN OR NOT, AND INCLUDEALL SUCH COSTS IN THE BASE BID.2.CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO CONDUCTALL CLEARING NECESSARY TO BE ABLE TO COMPLETE ALL THE WORK OF THISPROJECT.3.CONTRACTOR SHALL LEGALLY DISPOSE OF THE OWNER'S PROPERTY, ALLDEMOLISHED AND REMOVED MATERIALS, UNLESS INDICATED OTHERWISE.4.IT IS THE RESPONSIBILITY OF THE CONTRACTOR FOR ENSURING THAT ALLUTILITIES HAVE BEEN DISCONNECTED PRIOR TO COMMENCING DEMOLITION.CONTRACTOR SHALL COORDINATE UTILITY DEMOLITION WITH NEWCONSTRUCTION.5.COORDINATE POWER DEMOLITION WITH UTILITY PURVEYOR AND ELECTRICALPLANS. CONTRACTOR TO ENSURE THAT DEMOLITION OF LINES WILL NOTCOMPROMISE POWER TO OTHER AREAS.6.GAS DISCONNECTION BY UTILITY PURVEYOR CONTRACTOR TO COORDINATEWORK WITH P.S.E. CONTRACTOR TO DEMOLISH ABANDONED SERVICE.CONTRACTOR TO ENSURE THAT DEMOLITION OF GAS LINES WILL NOT IMPACT GASSERVICE TO OTHER AREAS. NO DISRUPTION IN SERVICE ALLOWED.7.ANY ABANDONED SIDE SEWER(S) SHALL BE PLUGGED OR CAPPED AS SHOWN.8.UTILITIES TO BE ABANDONED SHALL BE CAPPED. CONTRACTOR SHALL AS-BUILTLOCATION.9.REFER TO LANDSCAPE ARCHITECTURE DRAWINGS FOR TREE PROTECTIONREQUIREMENTS.10.ALL MONUMENTS DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALLBE REPLACED PER WAC 332-120 AT NO ADDITIONAL COST TO THE OWNER.CONTRACTOR SHALL APPLY FOR PERMIT FROM THE DEPARTMENT OF NATURALRESOURCES AS NECESSARY.11.CONTRACTOR SHALL ENSURE THAT ADEQUATE FIRE PROTECTION ACCESS ISPROVIDED TO SITE AND EXISTING STRUCTURES TO REMAIN. CONTRACTOR SHALLALSO PROVIDE ADEQUATE FIRE PROTECTION FOR THE NEW BUILDING.12.COORDINATE DEMOLITION OF ASPHALT WITH TESC PLAN. MAINTAIN PAVEMENT ASA WORKING SURFACE AS LONG AS FEASIBLE. COORDINATE STUDENT ACCESSALONG SOUTH SIDE OF PROJECT LIMITS WITH COLLEGE - PROVIDE A SAFEPEDESTRIAN ACCESS MEETING ADA REQUIREMENTS.13.CONTRACTOR SHALL MINIMIZE DUST GENERATION ONSITE BY SPRINKLING THESITE WITH WATER UNTIL SURFACE IS WET. SEE BMP C140.14.SAWCUT CONCRETE SIDEWALK AT THE NEAREST JOINT.DEMOLITION NOTES 48"36"24"NOTES:1.FILTERS SHALL BE INSPECTED AFTER EACH STORM EVENT ANDCLEANED OR REPLACED WHEN 1/3 FULL.2.INSTALL INLET PROTECTION IN ALL NEW STORM STRUCTURES THATWILL COLLECT STORMWATER AS THEY ARE INSTALLED.ADAPTOR SKIRT8' MAX.11PROVIDE SAND BAGS 10'O.C. TO HOLD PLASTICCOVERING IN PLACESTOCKPILE AREAEXISTINGGRADE11NOTES:1.STOCKPILES SHALL BE STABILIZED WITH PLASTICCOVERING OR OTHER APPROVED DEVICE.2.SEDIMENT LEACHING FROM STOCKPILES SHALL BEPREVENTED DURING ALL SEASONS.RETRIEVAL STRAPOVERFLOW (TO PYPASSPEAK STORM VOLUMES)EXISTINGCATCH BASINGEOTEXTILEFABRICSEDIMENT ACCUMULATION1.THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TOAVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT ASUPPORT POST WITH A MINIMUM SIX-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST.2.THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCEPOSTS SHALL BE SPACED A MAXIMUM OF SIX FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUMOF 30")3.A TRENCH SHALL BE EXCAVATED, ROUGHLY EIGHT INCHES WIDE AND TWELVE INCHES DEEP, UPSLOPE ANDADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED.4.WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENEDSECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST ONE INCH LONG,TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF FOUR INCHES AND SHALLNOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE.5.THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND TWENTY INCHES OFTHE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN THIRTY SIXINCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES.6.WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORTFENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTSWITH ALL OTHER PROVISIONS OF STANDARD NOTE (S) APPLYING.7.THE TRENCH SHALL BE BACKFILL WITH 3/4 INCH MINIMUM DIAMETER WASHED GRAVEL.8.FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOTBEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.9.FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURINGPROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.10.DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR.11.DO NOT DRIVE OVER OR FILL OVER FILTER FABRIC FENCE.SECTIONNOTES ELEVATION8"5.0'1.0'2.0'0.5'6' MAX.5.0'2.0'2.5'2"x4" WOOD POSTS,STANDARD OR BETTER,OR STEEL FENCE POSTBURY BOTTOM OFFILTER MATERIAL IN8"x12" TRENCH2"x4" BY 14 GA.WIRE FABRIC OREQUIVALENT,AFFIX TO POSTSEXISTINGGRADEORANGE FILTER FABRIC MATERIALMIRAFI 100 NS OR EQUIVALENT 60"WIDE ROLLS - USE RINGS TO ATTACHATTACH TO WIRE FABRIC2"x4" WOOD POST ORSTEEL FENCE POSTPROVIDE 3/4" - 1-1/2" WASHED GRAVEL BACKFILLIN TRENCH AND ON BOTH SIDES OF FILTERFENCE FABRIC ON THE SURFACEWIRE FABRICFILTER FABRIC MATERIAL2"-4" QUARRY SPALLSPER WSDOT 9-13.1(5)12"SUBGRADENOTES:1.GEOTEXTILE FABRIC AND ROCK MATERIAL SHALL BEREMOVED PRIOR TO FINAL PROJECT ACCEPTANCE.2.ALL MATERIAL SHALL BE NATURALLY OCCURRING STONE.RECYCLED CONCRETE IS NOT AN ACCEPTABLE MATERIAL.NON-WOVEN GEOTEXTILEFABRIC - MIRAFI 140N ORAPPROVED EQUIVALENT1NOT TO SCALESILT FENCE2NOT TO SCALEINLET PROTECTION3NOT TO SCALESTOCKPILE4NOT TO SCALETEMPORARY CONSTRUCTION FENCING5NOT TO SCALEPLASTIC COVERING6NOT TO SCALEQUARRY SPALLS5.10.2022
1G0002304005402030 G13200405004020301G10GCCCCCCCCCCCCCCCCCSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGNO PARKINGVANCSOUTH 308TH STREET14TH AVENUE SOUTH444440437438439441442443444455460453454456457458459 46146244545
0 444446447448449451452435440445LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.NSCALE IN FEET402004080MATCHLINEMATCHLINEGRADING PLAN -OVERALLC3.0THE EARTHWORK QUANTITIES SHOWN BELOW ARE ESTIMATES ONLY.DO NOT USE THEM FOR BIDDING PURPOSES. THE QUANTITIES DO NOTACCOUNT FOR STRIPPING, COMPACTION, CUT OR FILL ADJUSTMENTFACTORS, PAVEMENT SECTIONS, UTILITY TRENCHING, OR OTHERFACTORS THAT AFFECT EARTHWORK QUANTITIES.CUT:5,000 CYFILL:2,000 CYNET:3,000 CY (CUT)EARTHWORK QUANTITIES AC3.5BC3.51C3.01C3.22C3.25.10.2022
1G0002340050 G132000504 435440445431432433434436437438439441442443444446440438438
439
441
442
443
443
445443443444463LP:442.601.4%1.4%1.4%1.4%463.25463.00463.12463.07463.08463.07463.07463.08463.08463.06463.17463.40463.25463.25FFE: 463.10BOTTOM OF BIORETENTIONFACILITY: 437.51443.16443.38442.73442.96442.79442.54442.961.5%1.5%0.3%
0.3%443.11443.19443.191.5%1.5%1.5%1.5%442.84442.38442.88442.77442.91442.87461.87461.95462.83462.27463.52463.01463.22463.1011BOTTOM OF POND: 431.0443.221C3.1KEYNOTESMATCH EXISTING GRADE.ADA-COMPLIANT PARKING STALL. SLOPE SHALL NOT EXCEED 2.0%IN ANY DIRECTION.ADA LEVEL LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANYDIRECTION.123LEGENDRIGHT-OF-WAY / PROPERTY LINECENTERLINEBUILDING OUTLINEEXISTING MINOR CONTOURSEXISTING MAJOR CONTOURSPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOURRETAINING WALLRIDGE OR VALLEYSPOT ELEVATIONTOP OF WALLBOTTOM OF WALLFACE OF WALLLOW POINTHIGH POINTSLOPE101100123.45TW 123.45BW 123.45FW 123.45LP 123.45HP 123.453:1OR1.0%LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.NSCALE IN FEET201002040GRADING PLANC3.1MATCHLINE - REFER TO SHEET C3.21%SLOPEPER PLANMATCH EXISTINGTRACK SLOPEEXISTINGTRACK SLOPEPROPOSED PAVEMENTTRENCH DRAINPERIMETER CURB ANDFENCE - REFER TOLANDSCAPE DRAWINGSTRACK EXPANSION - REFERTO LANDSCAPE DRAWINGSEXISTING TRACK2C4.51NOT TO SCALETYPICAL TRACK EXPANSION GRADING SECTION5.10.2022
005402034 050020301G10GNO PARKINGVAN14TH AVENUE SOUTH
6.7%1.1%439.07439.86441.96463455
460
456
457
458
459
4
4
3
444444443443444.21444.04443.94443.20443.52443.63443.22443.16443.46443.55443.45443.13443.27443.31443.38442.96443.27443.27443.27443.27443.27443.40443.37442.90448
453
460450 1.4%1.4%1.4%463.25463.25463.25463.25463.25463.07463.07463.08463.07463.07463.08463.07463.08462.77462.60FFE: 463.10FFE: 443.531.6%1.6%1.6%1.6%1.6%1.6%443.23443.28442.75442.75443.18443.161.5%1.5%1.5%1.5%443.27443.27443.282.7%
3.8%
2.8%
1.
3
%0.9%0.8%463.00461.99462.05461.42461.32462.67462.47443.01443.01443.01443.01443.13443.49443.53443.43442.10442.11441.77441.77441.62441.51441.84LP:441.721.6%1.5%443.28443.28LP:443.001.
0
%1.0%0
.
8%1.3%1C3.11C3.11C3.1441.98KEYNOTESMATCH EXISTING GRADE.ADA-COMPLIANT PARKING STALL. SLOPE SHALL NOT EXCEED 2.0%IN ANY DIRECTION.ADA LEVEL LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANYDIRECTION.123LEGENDRIGHT-OF-WAY / PROPERTY LINECENTERLINEBUILDING OUTLINEEXISTING MINOR CONTOURSEXISTING MAJOR CONTOURSPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOURRETAINING WALLRIDGE OR VALLEYSPOT ELEVATIONTOP OF WALLBOTTOM OF WALLFACE OF WALLLOW POINTHIGH POINTSLOPE101100123.45TW 123.45BW 123.45FW 123.45LP 123.45HP 123.453:1OR1.0%NO PARKINGVAN442.28443.08443.40443.51443.24443.13442.80442.011.6%1.6%1.6%1.6%1.6%
1.5%1.5%
1.5%442.74442.471.6%7.5%7.5%7.5%7.5%7.5%7.5%7.5%7.5%455456457458459444.77444.88444.50443.49443.14448453460450TOP/STAIR 452.23452.28452.49445.38445.30461.62461.72443.12443.02443.02443.05445.47445.391.5%0.5%447.70447.63447.79447.721.5%450.03449.95450.12450.041.5%452.37452.40452.40452.241.5%1.5%1.5%454.74454.81454.72454.65457.06457.14457.05456.97459.39459.46459.37459.30461.71461.80BOT/STAIR 444.77444.721.4%
1.4%
1.4%
1.4%
1.4%
1.5%
1.5%
1.5%
1.5%
1.5%LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.NSCALE IN FEET201002040GRADING PLANC3.2MATCHLINE - REFER TO SHEET C3.1MATCHLINE - REFER TO SHEET C3.31SCALE: 1"=10'ADA PARKING STALL GRADING ENLARGEMENT2SCALE: 1"=10'ADA RAMP GRADING ENLARGEMENTNN
5.10.2022
CCCCCCCCCCCCCCCCCSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGCSOUTH 308TH STREET14TH AVENUE SOUTH437.29438.18438.30439.06439.18439.82439.77440.05440.16441.11441.81440.74439.69438.89440.86439.80439.00437.93440437438439441442
443442.80441.73440.67439.87441.84440.79439.98438.92442.38441.32440.27439.46441.43440.38439.58438.51442.31441.25440.44442.42441.36440.55439.61443.23441.40440.34440.45437.53438.42439.30439.42438.54437.90438.32438.88439.06437.34441.49441.38442.04441.90442.46442.46442.87443.03443.29439.07444444.21444.04443.94444.14444.35444.62444.401.6%1.6%1.6%1.6%1.6%1.6%1.6%1.6%1.6%1.6%1.6%1.6%1.6%1.6%1.6%1.6%1.6%1.6%1.6%1.6%1.6%0.9%1.6%1.6%443.24443.13442.80442.01442.47KEYNOTESMATCH EXISTING GRADE.ADA-COMPLIANT PARKING STALL. SLOPE SHALL NOT EXCEED 2.0%IN ANY DIRECTION.ADA LEVEL LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANYDIRECTION.123LEGENDRIGHT-OF-WAY / PROPERTY LINECENTERLINEBUILDING OUTLINEEXISTING MINOR CONTOURSEXISTING MAJOR CONTOURSPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOURRETAINING WALLRIDGE OR VALLEYSPOT ELEVATIONTOP OF WALLBOTTOM OF WALLFACE OF WALLLOW POINTHIGH POINTSLOPE101100123.45TW 123.45BW 123.45FW 123.45LP 123.45HP 123.453:1OR1.0%LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.NSCALE IN FEET201002040GRADING PLANC3.3MATCHLINE - REFER TO SHEET C3.25.10.2022
4404454504554604654704404454504554604654700+50463.03
1+00463.58 5' SIDEWALKCURB29.65'20.44'LOW POINT6.64'EDGE OFTRACK1.0%1.9%ELEV: 443.00ELEV: 463.25MATCH EXISTINGELEV: 463.54ELEV: 447.00STAIRS
EXISTING GRADEEAST GRANDSTAND35.73'461.95461.87462.83463.52463.22463.17463.10463.04463.08463.07463.08463.08463.07463.12463.40463.12463.00463.25463.25463.25463.25463.25463.25463.25463.25463.25463.25463.25463.25463.25463.00463.01463.06463.08463.08463.07463.08463.00462.77462.66462.46463.03462.74462.60463.23463.22463.04463.15463.62463.54462.961.4%1.2%1.4%1.2%
1.4%1.2%
1.4%1.2%5.8%1.4%1.5%
1.5%4.2%1.5%
1.5%463.100.1%2.3%1.5%
1.5%
1.8%1.5%0.5%1.4%2.1%0.9%1.5%1.5%0.5%2.2%1.0%0.9%0.1%2.3%1.6%1.4%2.0%462.27463.00463.00462.26461.691.0%1.0%1.0%1.0%KEYNOTESMATCH EXISTING GRADE.ADA-COMPLIANT PARKING STALL. SLOPE SHALL NOT EXCEED 2.0%IN ANY DIRECTION.ADA LEVEL LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANYDIRECTION.123LEGENDRIGHT-OF-WAY / PROPERTY LINECENTERLINEBUILDING OUTLINEEXISTING MINOR CONTOURSEXISTING MAJOR CONTOURSPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOURRETAINING WALLRIDGE OR VALLEYSPOT ELEVATIONTOP OF WALLBOTTOM OF WALLFACE OF WALLLOW POINTHIGH POINTSLOPE101100123.45TW 123.45BW 123.45FW 123.45LP 123.45HP 123.453:1OR1.0%1.THE EXISTING SITE SOILS REQUIRE PROPERCOMPACTION PRIOR TO PLACEMENT OF PAVING ANDUTILITY IMPROVEMENTS.2.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAYFROM BUILDINGS FOR ALL PAVED AND NON-PAVEDAREAS, AND SHALL GRADE ALL AREAS TO PRECLUDEPONDING OF SURFACE WATER.3.THE SPOT ELEVATIONS INDICATED ON THESE PLANSREPRESENTS THE DESIGN TOP OF PAVEMENT UNLESSNOTED OTHERWISE.4.VEGETATED AREAS LOCATED ADJACENT TO THEBUILDING SHALL BE 6" MIN BELOW FINISH FLOORELEVATION UNLESS NOTED OTHERWISE.5.ADA ROUTES SHALL NOT EXCEED 5% IN THE DIRECTIONOF TRAVEL UNLESS HANDRAILS ARE PROVIDED.LANDINGS AT NO MORE THAN 2% SHALL BE PROVIDEDFOR EVERY 2.5 FEET OF RISE. CROSS SLOPE SHALL NOTEXCEED 2%.6.TOP OF WALL AND BOTTOM OF WALL SPOT ELEVATIONSSHOWN ON THESE PLANS REPRESENT THE TOP OFPAVEMENT OR TOPSOIL ADJACENT TO THE WALL. REFERTO STRUCTURAL DRAWINGS FOR ACTUAL WALLELEVATIONS.7.TYPICAL CURB HEIGHT IS SIX INCHES UNLESS NOTEDOTHERWISE.GRADING NOTES LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.2SCALE: 1"=20' (H) 1"=4' (V)EAST GRANDSTAND - CENTER2C3.4NSCALE IN FEET10501020SITE SECTIONSC3.4FFE: 463.10FFE: 463.101SCALE: 1"=10'EAST GRANDSTAND GRADING ENLARGEMENTEAST GRANDSTAND5.10.2022
4304354404454504554604654704304354404454504554604654700+000+501+001+502+00442.54
2+50443.10
443.12
3+003+504+004+505+005+506+00463.24
463.10
6+50463.22
7+00FINISHED GRADEEXISTING GRADEFINISHED GRADEEXISTING GRADEPROPOSED GRANDSTANDS - REFERTO ARCHITECTURAL DRAWINGSEASTERN PROPERTY LINE
RESTROOM/SUPPORTBUILDINGFFE: 463.10CONCRETE SLAB PERSTRUCTURAL DRAWINGS10 MIL VAPOR BARRIER4" CAPILLARY BREAK MATERIAL: WASHEDPEA GRAVEL OR WASHED CRUSHED “CHIP”ROCK WITH LESS THAN 3 PERCENT PASSINGTHE U.S. NO. 200 SIEVE4304354404454504304354404454500+000+50438.33
440.20
1+00440.60
441.00
1+50441.40
441.80
2+00442.20
442.59
2+50442.98
443.11
3+00443.27
443.30
3+50443.30
443.26
4+00443.14
443.10
4+50443.10 FINISHED GRADEEXISTING GRADEFINISHED GRADEEXISTING GRADE4304354404454504304354404454504+50443.10443.105+00443.10
443.10
5+50443.10
443.10
6+00443.10
443.10
6+50443.10
443.10
7+00443.01
442.63
7+50441.22
440.22
8+00440.24
440.29
8+50440.37
442.51
9+00FINISHED GRADEEXISTING GRADEFINISHED GRADEEXISTING GRADELDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.SITE SECTIONSC3.5ASCALE: 1"=20' HORIZ, 1"=4' VERTEAST-WEST SITE SECTIONBSCALE: 1"=20' HORIZ, 1"=4' VERTNORTH SOUTH SITE SECTIONSEE BELOW LEFT FOR CONTINUATIONSEE ABOVE RIGHT FOR CONTINUATION5.10.2022
1G0002304005402030 G13200405004020301G10G 435440445SOUTH 308TH STREET14TH AVENUE SOUTH
LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.STORM DRAINAGEPLAN - OVERALLC4.0MATCHLINEMATCHLINENSCALE IN FEET4020040801.BARE GALVANIZED METAL SHALL NOT BE USED FOR MATERIALS THATCONVEY STORMWATER, SUCH AS ROOFS, CANOPIES, SIDING, GUTTERS,DOWNSPOUTS, ROOF DRAINS AND PIPES. ANY GALVANIZED MATERIALSSHALL HAVE AN INERT, NON-LEACHALBE FINISH, SUCH AS BAKEDENAMEL, FLUOROCARBON PAINT (SUCH AS KYNAR OR HYLAR),FACTORY-APPLIED EPOXY, PURE ALUMINUM, OR ASPHALT COATING.ACRYLIC PAINT, POLYESTER PAINT, FIELD-APPLIED, AND PART ZINC(SUCH AS GALVALUME) COATINGS ARE NOT ACCEPTABLE.2.BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION.PRIOR TO INSTALLATION OF ANY PROJECT IMPROVEMENTS,CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTINGUTILITIES. IN THE EVEN T OF ANY DISCREPANCY FROM THEINFORMATION PRESENTED ON THESE PLANS, CONTRACTOR SHALLNOTIFY THE DESIGN ENGINEER.3.CONSTRUCT ALL UTILITIES IN CONFORMANCE WITH THE STORM ANDROOF DRAIN TRENCH SECTION DETAIL UNLESS NOTED OTHERWISE.4.REFER TO ARCHITECTURAL DRAWINGS FOR EXACT QUANTITY ANDLOCATION OF DOWNSPOUTS.5.REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF RAINLEADERS.6.ALL STORM PIPES CONNECTING TO CONCRETE STRUCTURES SHALL BEGROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.7.ROOF AND FOOTING DRAIN TIGHT LINES ARE LOCATED ON DRAWINGSFOR CLARITY AND ARE TO BE INSTALLED IN ACCORDANCE WITHAPPLICABLE CODES. ALL STORM DRAINAGE AND ROOF DRAIN LINECLEANOUTS SHALL COMPLY WITH THE CLEANOUT DETAIL.8.ALL CATCH BASINS ARE TO BE SITUATED SUCH THAT THE OUTSIDEEDGE OF THE FRAME IS AT THE FACE OF CURB OR FLOW LINE OFGUTTER (WHERE APPLICABLE).9.ALL STORM DRAINAGE PIPE SHALL BE CPEP UNLESS NOTEDOTHERWISE.10.ALL ROOF DRAINS SHALL BE 6"Ø WITH A MINIMUM SLOPE OF 1.00% ANDMINIMUM COVER OF 3' UNLESS NOTED OTHERWISE. PIPE MATERIALSHALL BE PVC SDR35 UNLESS NOTED OTHERWISE.11.ALL TYPE 2 CATCH BASINS SHALL HAVE AN INSIDE DIAMETER OF 48"UNLESS NOTED OTHERWISE.12.ALL STRUCTURE GRATES SHALL BE LOCKING AND SHALL CONFORM TOTHE FOLLOWING UNLESS NOTED OTHERWISE:12.1.VANED - WSDOT STANDARD PLAN B-30.30-01 FOR STRUCTURES INTHE STREET OR PARKING AREAS.12.2.ADA - TWS OLYMPIC FOUNDARY FOR ALL LAWN AND PEDESTRIANAREAS.12.3.SOLID - WSDOT STANDARD PLANS B-30.20-04 AND B-30.70-03WHERE NOTED12.4.BEEHIVE -OLYMPIC FOUNDRY PART NO. SM60BH OR APPROVED EQUIVALENT WHERE NOTED.STORM DRAINAGE NOTES 1C4.62C4.65.10.2022
POND EXPANSIONEXCAVATE TO ELEV: 431.036,000 CF LIVE STORAGE440445438439441442443444446BIORETENTION FACILITYBOTTOM ELEVATION: 437.50BOTTOM AREA: 1,800 SFLIVE STORAGE: 1-FT94 LF 8" CPEP @ 1.10%141 LF 8" CPEP @ 0.80%INLET IE: 431.0NORTH TRENCHDRAIN 162 LF58 LF 8" CPEP @ 0.50%SDCB #3CATCH BASIN - TYPE 1HERRINGBONE GRATEN 123325.59E 1272348.96RIM: 442.60IE: 437.79 8" (W)IE: 437.79 8" (E)IE: 437.79 8" (SE)124 LF 8" CPEP @ 0.50%SDCB #4CATCH BASIN - TYPE 1HERRINGBONE GRATEN 123341.61E 1272471.90RIM: 442.87IE: 438.41 8" (W)IE: 438.41 8" (E)SEPARATE NORTHAND SOUTH TRENCHDRAIN SYSTEMS ATSTADIUM MIDPOINTCONNECT TRENCH DRAIN TO STORMSYSTEM. 45 LF 6" PVC SDR 35 @ 1.00% MIN58 LF 8" CPEP @ 4.00%SDCB #1CATCH BASIN - TYPE 1BEEHIVE GRATEN 123261.34E 1272287.11RIM: 438.50IE: 434.50 6" (N)IE: 434.50 8" (S)IE: 434.50 8" (W)SDCB #2CATCH BASIN - TYPE 1SOLID LIDN 123202.91E 1272289.86RIM: 441.66IE: 434.28 6" (E)IE: 434.28 4" (S)IE: 436.84 8" (N)73 LF 6" PERFORATED PVC @ 0.00%CONNECT DOWNSPOUTSTO SLOTTED DRAIN (TYP)CONNECT DOWNSPOUTSTO SLOTTED DRAIN (TYP)233333344REPLACE WITHSOLID LID1C4.4663C4.5444443443
44375 LF 8" CPEP @ 4.65%SDCB #14CATCH BASIN - TYPE 30HERRINGBONE GRATEN 123106.69E 1272702.17RIM: 462.97IE: 458.6± 8" (S)9 LF 8" CPEP @ 0.5% (MIN)55 LF 6" PVC SDR 35 @ 1.00% MIN55 LF 6" PVC SDR 35 @ 1.00% MIN35 LF 6" PVC SDR35 @ 1.00% MINGRAVEL SWALE270 LF60 LF 8" CPEP @ 0.50%SDCB #5CATCH BASIN - TYPE 30HERRINGBONE GRATEN 123328.02E 1272529.95RIM: 442.95IE: 438.71 8" (W)IE: 438.71 8" (SE)58 LF 8" CPEP @ 0.50%SDCB #6CATCH BASIN - TYPE 30HERRINGBONE GRATEN 123292.74E 1272576.36RIM: 442.92IE: 439.00 8" (NW)IE: 439.00 8" (SE)60 LF 8" CPEP @ 0.50%SDCB #7CATCH BASIN - TYPE 30HERRINGBONE GRATEN 123240.44E 1272604.97RIM: 442.91IE: 439.30 8" (NW)IE: 439.30 8" (E)22 LF 8" CPEP @ 0.50%SDCB #8CATCH BASIN - TYPE 30HERRINGBONE GRATEN 123235.57E 1272625.93RIM: 443.39IE: 439.41 8" (W)IE: 439.41 8" (S)66 LF 8" CPEP @ 0.50%SDCB #9CATCH BASIN - TYPE 30HERRINGBONE GRATEN 123169.82E 1272625.49RIM: 442.00IE: 439.74 8" (N)77LEGENDCATCH BASIN - TYPE 2CATCH BASIN - TYPE 1, 30STORM DRAINAGECLEANOUT/DOWNSPOUTSTORM DRAINAGE PIPINGFOOTING DRAIN/PERFORATED PIPETRENCH DRAINSLOTTED DRAINKEY NOTESCURB CUTCONNECT FOOTING DRAIN TO STORM DRAINAGE SYSTEM WITH 4"ØSOLID PVC SDR35 PIPE WITH A MINIMUM SLOPE OF 2.0%.CONFIRM LOCATION OF DOWNSPOUT WITH ARCHITECTURAL PLANSTRASH RACKADJUST STRUCTURE TO FGCONNECT EXISTING FIELD UNDER DRAIN SYSTEM TO NEW STORMSYSTEM. PROVIDE PIPE AND FITTINGS AS NECESSARY.REPLACE EXISTING STRUCTURE WITH FITTINGS AS NECESSARY.12345671C6.48C4.42C4.43C4.45C4.46C4.47C4.42C4.51C4.59C4.4LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.STORM DRAINAGEPLANC4.1NSCALE IN FEET201002040MATCHLINE - REFER TO SHEET C4.22C4.510C4.45.10.2022
14TH AVENUE SOUTH 34 LF 8" CPEP @ 13.29%443EXISTING CONTROLSTRUCTURE TO REMAINREPLACE INTERNALCONTROL RISER445
450
455
460444446447448449
451452
453
454
456457458459461462SOUTH TRENCH DRAIN 523 LF4C4.4SLOTTEDDRAIN 270 LFSDCB #10CATCH BASIN - TYPE 2, 48"SOLID LIDCONNECT TO EXISTINGSTORM PIPEN 122880.55E 1272249.37RIM: 435.99IE: 433.96 10" (N,S) EXIE: 434.45 8" (E)SDCB #11CATCH BASIN - TYPE 1SOLID LIDN 122879.95E 1272283.59RIM: 443.00IE: 439.00 6" (E,S)IE: 439.00 4" (SE)IE: 439.00 8" (W)CONNECT EXISTING BUILDINGDOWNSPOUTS TO NEW PIPE LEADINGTO EXISTING STORM PIPE (TYP)LONG JUMP UNDERDRAIN.SEE LANDSCAPE DRAWINGSLONG JUMPUNDERDRAIN. SEELANDSCAPE DRAWINGSPOLE VAULT DRAIN. SEELANDSCAPE DRAWINGSCONNECT SOUTH TRENCH DRAIN TO EXISTINGSTORM MANHOLE. 19 LF 6" PVC SDR 35 @ 1.00% MINCONNECT SOUTH TRENCH DRAIN TO STORMSYSTEM. 43 LF 6" PVC SDR 35 @ 1.00% MINSEPARATE NORTHAND SOUTH TRENCHDRAIN SYSTEMS ATSTADIUM MIDPOINT34 LF 8" CPEP @ 1.00% MINCONNECT TO EXISTING CATCH BASINCONNECT DOWNSPOUTSTO SLOTTED DRAIN (TYP)23333333333EXTEND EXISTING 12" STORMPIPE, MAINTAIN SLOPE. 12 LF12" CPEP 1.0% MIN44446664
6
325 LF 6" PVC SDR 35 @ 1.00% MIN55 LF 6" PVC SDR 35 @ 1.00% MIN55 LF 6" PVC SDR 35 @ 1.00% MINGRAVEL SWALE270 LFSDCB #12CATCH BASIN - TYPE 30HERRINGBONE GRATEN 122876.22E 1272620.39RIM: 442.71IE: 437.5± 12" (SW)IE: 437.55 8" (N)26 LF 8" CPEP @ 1.00%SDCB #13CATCH BASIN - TYPE 30HERRINGBONE GRATEN 122902.51E 1272620.85RIM: 442.00IE: 437.81 8" (S)6776LEGENDCATCH BASIN - TYPE 2CATCH BASIN - TYPE 1, 30STORM DRAINAGECLEANOUT/DOWNSPOUTSTORM DRAINAGE PIPINGFOOTING DRAIN/PERFORATED PIPETRENCH DRAINSLOTTED DRAINKEY NOTESCURB CUTCONNECT FOOTING DRAIN TO STORM DRAINAGE SYSTEM WITH 4"ØSOLID PVC SDR35 PIPE WITH A MINIMUM SLOPE OF 2.0%.CONFIRM LOCATION OF DOWNSPOUT WITH ARCHITECTURAL PLANSTRASH RACKADJUST STRUCTURE TO FGCONNECT EXISTING FIELD UNDER DRAIN SYSTEM TO NEW STORMSYSTEM. PROVIDE PIPE AND FITTINGS AS NECESSARY.REPLACE EXISTING STRUCTURE WITH FITTINGS AS NECESSARY.12345671C6.48C4.42C4.43C4.45C4.46C4.47C4.42C4.51C4.59C4.4LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.STORM DRAINAGEPLANC4.2NSCALE IN FEET201002040MATCHLINE - REFER TO SHEET C4.3MATCHLINE - REFER TO SHEET C4.12C4.51C4.510C4.45.10.2022
EXISTING BIORETENTION TO REMAINCONNECT EXISTING BUILDING DOWNSPOUTSTO NEW PIPE LEADING TO EXISTING STORMPIPE (TYP)SOUTH 308TH STREET14TH AVENUE SOUTH440437438439441442443
4
4
4
6" PVC SDR 35 N IE=440.0±SLOTTED DRAIN28 LF15 LF 8" CPEP @ 1.00% MINOUTLET TO BIORETENTION FACILITY11114435434436437438439435434436437
10C4.4GRAVEL SWALETYP AT EACH CURB CUTLEGENDCATCH BASIN - TYPE 2CATCH BASIN - TYPE 1, 30STORM DRAINAGECLEANOUT/DOWNSPOUTSTORM DRAINAGE PIPINGFOOTING DRAIN/PERFORATED PIPETRENCH DRAINSLOTTED DRAINKEY NOTESCURB CUTCONNECT FOOTING DRAIN TO STORM DRAINAGE SYSTEM WITH 4"ØSOLID PVC SDR35 PIPE WITH A MINIMUM SLOPE OF 2.0%.CONFIRM LOCATION OF DOWNSPOUT WITH ARCHITECTURAL PLANSTRASH RACKADJUST STRUCTURE TO FGCONNECT EXISTING FIELD UNDER DRAIN SYSTEM TO NEW STORMSYSTEM. PROVIDE PIPE AND FITTINGS AS NECESSARY.REPLACE EXISTING STRUCTURE WITH FITTINGS AS NECESSARY.12345671C6.48C4.42C4.43C4.45C4.46C4.47C4.42C4.51C4.59C4.4LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.STORM DRAINAGEPLANC4.3NSCALE IN FEET201002040MATCHLINE - REFER TO SHEET C4.21C4.55.10.2022
LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.STORM DRAINAGEDETAILSC4.4NOTES:1.USE WITH WSDOT STANDARD PLAN B-5.20 FRAME.2.MATERIAL TO CONFORM TO WSDOT STANDARD SPECIFICATIONS 9-05.15(2).SECTION A-APLANRIM ELEVATION PERPLANALL BARS 5/8"ALL SLOTS 1"20" x 24"10" x 12"18" x 22"5/8"6-1/4"1"30"22"24"16"6"
12"36"
17"16"3"NOTE: 1.PROVIDE CAST IRON FRAME & LOCKING GRATE.2.AREA DRAIN SHALL BE USED IN NON VEHICULARACCESS LOCATIONS.3.UNLESS OTHERWISE NOTED, CATCH BASIN AND AREADRAIN METAL FRAMES AND GRATES SHALL CONFORMTO OLYMPIC FOUNDRY INC.'S 20"X24" AND 18"X24"LOCKING FRAME AND GRATE "TWS" ADA PEDESTRIANGRATE PER THE SPECIFICATIONS.30"22"24"16"30"22"24"16"CAST IRON RING AND LOCKING COVERSEWERNOTES:1.PIPE MATERIAL PER PLAN.2.PIPE DIAMETER PER PLAN.3.ABS TO PVC USE PVC ADAPTOROR FERNCO w/STAINLESS STEELCLAMPS OR APPROVED EQUAL.4.PVC TO CAST IRON ORCONCRETE USE FERNCOw/STAINLESS STEEL CLAMPS ORAPPROVED EQUAL.DRILL & TAP (SPLITTING THESEAM) SET MADE BOLT- DOWNWITH 3/8" SS ALLEN- HEADBOLTS - 2 PLACES"SEWER" LETTERING FOR SANITARY SEWER;"STORM" LETTERING FOR STORM DRAINAGE1"1/8" RAISE - 1/2" WIDE BORDER7"7-3/4"8-3/4"15"4"5/8"10"9"4-3/4"12"2'-0"3000 PSI CLASS CCONCRETE (TYP)12"ØFIBER JOINT PACKING45° (1/8) BENDPROVIDEWATERTIGHT PLUGNOTES:1.BACKFILL MATERIAL SHALL NOT HAVE ROCKS OR PARTICLES LARGER THAN 1" WITHIN 12" OF THE PIPE.BACKFILL MATERIAL SHALL BE PLACED IN 8" MAXIMUM LOOSE LIFTS AND COMPACTED TO 95% MAXIMUMDRY DENSITY PER MODIFIED PROCTOR TEST (ASTM D-1557).2.CONSTRUCT ALL STORM AND ROOF DRAINS IN CONFORMANCE WITH THIS DETAIL UNLESS NOTEDOTHERWISE ON THE PLANS.3.ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED, SHEETED, BRACED, OR OTHERWISESUPPORTED IN COMPLIANCE WITH OSHA REGULATIONS AND LOCAL ORDINANCES.4.IF ORGANIC MATERIAL IS ENCOUNTERED DURING UTILITY EXCAVATION, OVEREXCAVATE TRENCH TOINCREASE PIPE BEDDING DEPTH TO 18" OR MORE AS REQUIRED TO COMPACT BEDDING TO FIRM ANDUNYIELDING CONDITION.BACKFILL WITH BANK RUN GRAVELFOR TRENCH BACKFILL PERWSDOT 9-03.19 OR SUITABLENATIVE MATERIAL0.15 x DIA OR 4" MINPAVEMENT, BASE COURSE ANDSUBBASE PER PAVING SHEETS8" TYPRIGID(DI, CONC)FLEXIBLE(CPEP, CMP, PVC)PIPE AS SPECIFIED ONPLAN OR SPECS1.5 x I.D. + 18"24" MINPIPE BEDDING PERWSDOT 9-03.12, (3)6"DIA6" MINEXISTING LADDER/STEPSCLEANOUT GATEEXISTING 24" Ø EXISTING PIPEINLET IE= 431.0±ORIFICE DIA = 3.375"ELEV = 429.00EXISTING 24" Ø EXISTING PIPEOUTFALL IE = 431.0±RISER DIA.= 18"6" MIN.OVERFLOWELEV. = 439.002.0' MIN.2.0' MIN.6" MIN.EXISTING 60" Ø TYPE 2 CBFRAME AND VANED GRATERECTANGULAR ADJUSTMENT SECTION3"4"
M
IN
.
(TYP
.
)34"5"#3 BAR EACH WAYSEE NOTE 1#3 BAR EACHCORNER#3 BAR EACHCORNER18" MIN.26"
(SEE
NOTE
6
)22"(SEE NOTE 6)4"
44"
21" MIN.24"30"20"5"6" OR 12"ONE #3 BAR HOOPFOR 6" HEIGHTTWO #3 BAR HOOPSFOR 12" HEIGHTALTERNATIVE PRECAST BASE SECTION#3 BAR EACH SIDESECTION B-B#3 BARHOOP*CORRUGATED POLYETHYLENE STORM SEWER PIPENOTE:1.AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS(PLACED ACCORDING TO THE STANDARD SPECIFICATIONS), OR WIRE MESH HAVING A MINIMUM AREA OF0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THEALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS.2.THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20". KNOCKOUTS SHALL HAVE A WALLTHICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUTWALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTARIN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3.3.THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5'.4.THE FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP OR DOWN. THE FRAME MAY BE CASTINTO THE ADJUSTMENT SECTION.5.THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT ARATE OF 1:24 OR STEEPER.6.THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION.7.ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE BASIN HAS BEEN PLACED.PIPE ALLOWANCESPIPE MATERIALMAXIMUMINSIDEDIAMETERREINFORCED OR PLAIN CONCRETE12"ALL METAL PIPE15"*CPSSP (STD. SPEC. 9-05.20)12"SOLID WALL PVC (STD. SPEC. 9-05.12(1))15"PROFILE WALL PVC (STD. SPEC. 9-05.12(2))15"1NOT TO SCALEBEEHIVE GRATE2NOT TO SCALECATCH BASIN - TYPE 303NOT TO SCALECATCH BASIN - TYPE 15NOT TO SCALETRENCH SECTION4NOT TO SCALECONTROL STRUCTURE6NOT TO SCALESTORM CLEANOUTORIFICE DIA. = 3.875"ELEV. = 438.50ORIFICE DIA. = 6.25"ELEV. = 437.75END VIEWSIDE VIEWNOTEALL STEEL PARTS MUST BE GALVANIZED AND ASPHALT COATED(TREATMENT 1 OR BETTER). TRASH RACKS SHALL BE INSTALLED AT ALLOPEN ENDS OF STORM DRAINAGE PIPE 12" DIA AND GREATER.3" MAX. SPACING1/2" GALV. ORNON-CORROSIVENUTS & BOLTS4 EA 1/4" x 2" x 5" STRIPS -WELD TO FRAME, SPACEUNIFORMLY1/4" x 2" x 5"STRIPS3/4" DIA BARSWELD ENDS TO FRAME3/4" DIA FRAME8NOT TO SCALETRASH RACKNOTE:1.NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS.2.THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TOFACILITATE CLEANING.3.THE RECTANGULAR FRAME AND GRATE MAY BE INSTALLED WITH THEFLANGE UP OR DOWN. THE FRAME MAY BE CAST INTO THEADJUSTMENT SECTION.4.KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5"MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUTWALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED,FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARDSPECIFICATION 9-04.3.SEPARATE BASEPRECASTINTEGRAL BASEPRECAST WITH RISER48", 54", 60", 72", 84" OR 96"12" TYP 1" MIN2-1/2" MAX12" MAX
12"24" MIN6"CATCH BASIN DIMENSIONSDIAMETERWALLTHICKNESSBASETHICKNESSMAXIMUMKNOCKOUTSIZEMINIMUMDISTANCEBETWEENKNOCKOUTS48"4"6"36"8"54"4-1/2"8"42"8"60"5"8"48"8"72"6"8"60"12"84"8"12"72"12"96"8"12"84"12"PIPE ALLOWANCESPIPE MATERIAL WITH MAXIMUM INSIDE DIAMETERCBDIAMETERCONCRETEALLMETALCPEP1SOLID WALLPVC2PROFILEWALL PVC348"24"30"24"27"30"54"30"36"30"27"36"60"36"42"36"36"42"72"42"54"42"36"48"84"54"60"54"36"48"96"60"72"60"36"48"1CORRUGATED POLYETHYLENE PIPE PER WSDOT STD SPEC 9-05.202PER WSDOT STD SPEC 9-05.12 (1)3PER WSDOT STD SPEC 9-05.12 (2)CATCH BASIN FRAME AND GRATE ORMANHOLE RING AND COVERRECTANGULAR ORCIRCULAR ADJUSTMENTSECTIONHANDHOLDFLAT SLAB TOPMORTAR (TYP)REINFORCINGSTEEL (TYP.)6" GRAVEL BACKFILL FORPIPE ZONE BEDDING28" MAX
16" MAX
4" MIN
15' - 0" MAX (FOR MAINTENANCE)STEPS OR LADDER7NOT TO SCALECATCH BASIN - TYPE 2GRAVEL BACKFILL FOR WALLS PERWSDOT STANDARD SPECIFICATION9-03.12(2)4"Ø PERFORATED PVC SDR35 WITHPERFORATIONS DOWN. SET TOP OFPIPE AT BOTTOM OF FOOTINGFOUNDATION - REFER TOSTRUCTURAL DRAWINGSSURFACING PER PLANGRAVEL BACKFILL FOR DRAINSPER WSDOT STANDARDSPECIFICATION 9-03.12(4)MIRAFI 140N NON-WOVEN GEOTEXTILEFABRIC OR APPROVED EQUIVALENTPLACED A MINIMUM OF 6" FROMFOOTING DRAIN PIPE.ROOF DRAIN (TYP). DONOT CONNECT WITHFOOTING DRAIN LINE.PER PLAN9NOT TO SCALEFOOTING DRAIN36"6"PERMEABLE BALLAST PER WSDOT 9-03.9(2)SUBGRADEMIRAFI 140N NON-WOVEN GEOTEXTILEFABRIC OR APPROVED EQUIVALENT1% MIN1% MINSURFACE SLOPEDTOWARDS SWALESURFACE SLOPEDTOWARDS SWALE10NOT TO SCALEGRAVEL SWALE5.10.2022
LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.STORM DRAINAGENOTES AND DETAILSC4.51.PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIORTO THE PRECONSTRUCTION MEETING.2.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPAREDFOUNDATION IN ACCORDANCE WITH WSDOT 7-08.3(1). THIS SHALL INCLUDELEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OFFOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORMGRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSEUNYIELDING BASE.3.STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 ORBETTER INSIDE AND OUTSIDE.4.ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES,NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVESOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH APERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKINGLIDS.5.ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS4-1, 4-2, 4-3, 4-4, 4-5, 4-8 OR 4-10.6.ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BEOF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THEEDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALLHAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPES.7.ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES,WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO ADEPTH OF ONE FOOT AND 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 IN ACCORDANCE WITHKCRS DRAWING NUMBER 7-024 OR AS AMENDED BY THE APPROVED PLANS.RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED.8.LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITHDRAINAGE OUTLETS (STUB-OUTS). STUB-OUTS SHALL CONFORM TO THEFOLLOWING:A.EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWESTELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOFDOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, ANDANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TORENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACHOUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO ANAPPROVED STORMWATER CONVEYANCE SYSTEM OR TO ANAPPROVED OUTFALL LOCATION.B.OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2X 4 STAKE MARKED "STORM". THE STUBOUT SHALL EXTEND ABOVESURFACE LEVEL, BE VISIBLE AND BE SECURED TO THE STAKE.C.PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONSDESCRIBED IN KCRS 7.03 AND, IF NONMETALLIC, THE PIPE SHALLCONTAIN WIRE OR OTHER ACCEPTABLE DETECTION.D.DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMSDESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS.E.THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATINGTHE LOCATIONS OF ALL STUB-OUT CONVEYANCE LINES WITHRESPECT TO THE UTILITIES (I.E. POWER, GAS, TELEPHONE,TELEVISION).F.ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED ANDMAINTAINED BY THE LOT HOMEOWNER.G.THE CITY DOES NOT ALLOW TAP-IN OR CUT-IN TEES ON MAINS FORINDIVIDUAL LOT DRAINAGE.FEDERAL WAY DRAINAGE NOTES 1NOT TO SCALESLOTTED DRAIN2NOT TO SCALETRENCH DRAIN1.BARE GALVANIZED METAL SHALL NOT BE USED FOR MATERIALS THATCONVEY STORMWATER, SUCH AS ROOFS, CANOPIES, SIDING, GUTTERS,DOWNSPOUTS, ROOF DRAINS AND PIPES. ANY GALVANIZED MATERIALSSHALL HAVE AN INERT, NON-LEACHALBE FINISH, SUCH AS BAKEDENAMEL, FLUOROCARBON PAINT (SUCH AS KYNAR OR HYLAR),FACTORY-APPLIED EPOXY, PURE ALUMINUM, OR ASPHALT COATING.ACRYLIC PAINT, POLYESTER PAINT, FIELD-APPLIED, AND PART ZINC(SUCH AS GALVALUME) COATINGS ARE NOT ACCEPTABLE.2.BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION.PRIOR TO INSTALLATION OF ANY PROJECT IMPROVEMENTS,CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTINGUTILITIES. IN THE EVEN T OF ANY DISCREPANCY FROM THEINFORMATION PRESENTED ON THESE PLANS, CONTRACTOR SHALLNOTIFY THE DESIGN ENGINEER.3.CONSTRUCT ALL UTILITIES IN CONFORMANCE WITH THE STORM ANDROOF DRAIN TRENCH SECTION DETAIL UNLESS NOTED OTHERWISE.4.REFER TO ARCHITECTURAL DRAWINGS FOR EXACT QUANTITY ANDLOCATION OF DOWNSPOUTS.5.REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF RAINLEADERS.6.ALL STORM PIPES CONNECTING TO CONCRETE STRUCTURES SHALL BEGROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.7.ROOF AND FOOTING DRAIN TIGHT LINES ARE LOCATED ON DRAWINGSFOR CLARITY AND ARE TO BE INSTALLED IN ACCORDANCE WITHAPPLICABLE CODES. ALL STORM DRAINAGE AND ROOF DRAIN LINECLEANOUTS SHALL COMPLY WITH THE CLEANOUT DETAIL.8.ALL CATCH BASINS ARE TO BE SITUATED SUCH THAT THE OUTSIDEEDGE OF THE FRAME IS AT THE FACE OF CURB OR FLOW LINE OFGUTTER (WHERE APPLICABLE).9.ALL STORM DRAINAGE PIPE SHALL BE CPEP UNLESS NOTEDOTHERWISE.10.ALL ROOF DRAINS SHALL BE 6"Ø WITH A MINIMUM SLOPE OF 1.00% ANDMINIMUM COVER OF 3' UNLESS NOTED OTHERWISE. PIPE MATERIALSHALL BE PVC SDR35 UNLESS NOTED OTHERWISE.11.ALL TYPE 2 CATCH BASINS SHALL HAVE AN INSIDE DIAMETER OF 48"UNLESS NOTED OTHERWISE.12.ALL STRUCTURE GRATES SHALL BE LOCKING AND SHALL CONFORM TOTHE FOLLOWING UNLESS NOTED OTHERWISE:12.1.VANED - WSDOT STANDARD PLAN B-30.30-01 FOR STRUCTURES INTHE STREET OR PARKING AREAS.12.2.ADA - TWS OLYMPIC FOUNDARY FOR ALL LAWN AND PEDESTRIANAREAS.12.3.SOLID - WSDOT STANDARD PLANS B-30.20-04 AND B-30.70-03WHERE NOTED12.4.BEEHIVE -OLYMPIC FOUNDRY PART NO. SM60BH OR APPROVED EQUIVALENT WHERE NOTED.STORM DRAINAGE NOTES NOTESBIORETENTION SOIL MIX1.CONTRACTOR SHALL EXCAVATE TO SUBGRADE OF BIORETENTION CELL.2.SUBGRADE PREPARATION: SCARIFY SUBSOILS IN TWO DIRECTIONS TO A DEPTH OF 6". THE ENTIRE AREASHOULD BE DISTURBED BY SCARIFICATION AND BSM APPLIED TO SCARIFIED SURFACE.3.PROVIDE BIORETENTION SOIL MIX (BSM) ACCORDING TO SPECIFICATION.4.SEE GRADING PLANS FOR ELEVATION AND DIMENSIONS OF BIORETENTION CELL.5.BIORETENTION SOIL MIX (BSM) SHALL NOT BE PLACED UNTIL AFTER SEDIMENT POND USE HAS ENDED. DIVERTUPSTREAM FLOWS FROM BIORETENTION UNTIL SITE HAS BEEN STABILIZED.6.DO NOT PLACE BSM WHEN SOIL IS SATURATED OR SUBJECT TO WATER WITHIN 24 HRS. COVER ON SITE SOILS TOPREVENT WETTING OR SATURATION. TEST SOIL FERTILITY AND MICRONUTRIENTS AND, IF NECESSARY, AMENDMIXTURE TO CREATE OPTIMUM CONDITIONS FOR PLANT ESTABLISHMENT AND EARLY GROWTH AT RATESRECOMMENDED BY AN INDEPENDENT LAB SOIL TEST.7.ABOVE THE MAX. WATER SURFACE A 4" MULCH LAYER SHALL BE INSTALLED. WOOD CHIP MULCH SHALL BECOMPOSED OF SHREDDED OR CHIPPED HARDWOOD OR SOFTWOOD, SHALL BE FREE OF SEEDS, SOIL, ROOTSAND OTHER MATERIAL THAT IS NOT TRUNK OR BRANCH WOOD AND BARK. MULCH SHALL NOT INCLUDE GRASSCLIPPINGS, MINERAL AGGREGATE OR PURE BARK.3:1 MAXTYPICAL SECTIONNATIVE SOIL12"6"1' MIN. WASHEDRIVER ROCKDESIGN WATER SURFACEBIORETENTION BOTTOMEL = VARIESBEEHIVE GRATESEE GRADING PLAN FOR GRADES1' MIN. BOTTOMCELL WIDTHSEE LANDSCAPING PLANS FORPLANTINGS6" SLOTTED UNDERDRAINWITH SLOTS FACING UPCATCH BASIN PER PLAN18" MIN.GRAVEL BACKFILL FOR DRAINSPER WSDOT 9.03.12 (4)12" MIN. FREEBOARDRIM PER PLAN3NOT TO SCALEBIORETENTION FACILITY5.10.2022
4304354404454504304354404454500+00441.080+501+001+502+002+503+003+504+004+505+00431.00
5+50431.00
431.00
6+00434.44
441.59
6+506+60.284304354404454304354404450+00437.95
0+50431.14
431.00
1+00431.00
433.03
1+502+00437.91
442.65
2+34.11442.98
LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.POND SECTIONSC4.61SCALE: 1"=20'(H) 1"=2'(V)POND SECTION - NORTH SOUTH2SCALE: 1"=20'(H) 1"=2'(V)POND SECTION - EAST WESTPROPOSED GRADEEXISTING GRADEPROPOSED GRADEEXISTING GRADEEXISTING GRADEPROPOSED GRADEEXISTING GRADEPROPOSED GRADEPOND OVERFLOW ELEVATION: 439.00POND OVERFLOW ELEVATION: 439.00DETENTION POND EXPANSION36,000 CFBIORETENTION FACILITYDETENTION POND EXPANSION36,000 CF5.10.2022
SOUTH 308TH STREET14TH AVENUE SOUTH
LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.NSCALE IN FEET402004080DRY UTILITY PLAN -OVERALLC5.05.10.2022
SOUTH 308TH STREET14TH AVENUE SOUTH 1G0002304005402030 G13200405004020301G10GCCCCCCCCCCCCCCCCCSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGNO PARKINGVANCLDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.NSCALE IN FEET402004080PAVING ANDHORIZONTAL CONTROLPLAN - OVERALLC6.0MATCHLINEMATCHLINE5.10.2022
1G0002340050 G132000504
AA1213.811JJGG11DDFFPIN 123105.72E 1272701.14N 123160.33E 1272702.73PIN 123044.68E 1272697.032(TYP)2(TYP)1(TYP)1799910FC
ICFCIC
14VC
FC
14111111111515VISITORGRANDSTANDSHOMEGRANDSTANDSRESTROOMSAND TICKETBOOTHFFE = 463.1016(TYP)6' O.C.SPACING (TYP)22'5'4.66' (MIN)8.45'22'2929GRIDLINEINTERSECTIONN 123179.59E 1272283.44GRIDLINEINTERSECTIONN 123173.21E 1272650.55GRIDLINEINTERSECTIONN 123156.96E 1272692.61GRIDLINEINTERSECTIONN 123098.32E 1272691.5920'63.62'VC VC313435(TYP)3636R3'R3'R3'R103'N 123326.16E 1272232.39N 123325.20E 1272287.71N 123264.30E 1272286.66R16'R30'R20'N 123296.43E 1272159.19N 123282.07E 1272180.05N 123248.77E 1272192.54LEGENDRIGHT-OF-WAY/PROPERTY LINECENTERLINEFENCING - REFER TO LANDSCAPEARCHITECTS DRAWINGS.PROPOSED BUILDING OUTLINEASPHALT PAVEMENT - STANDARD DUTYASPHALT PAVEMENT - HEAVY DUTYCEMENT CONCRETE - SIDEWALK CEMENT CONCRETE ON STRUCTURAL DECK- REFER TO ARCHITECTURE ANDSTRUCTURAL DRAWINGS.CEMENT CONCRETE - HEAVY DUTYGRAVEL SURFACING - REFER TO LANDSCAPEARCHITECTS DRAWINGS.WHEELSTOPSIGNNCNO CURBVCVERTICAL CURBICINTEGRAL CURBCGCURB AND GUTTERMCMOUNTABLE CURBFCFLUSH CURBNUMBER OF PARKING STALLSX2C6.43C6.44C6.46C6.47C6.48C6.49C6.410C6.45C6.4KEYNOTESMATCH EXISTINGFIELD LUMINAIRE - REFER TO ELECTRICAL DRAWINGS.MATCH EXISTING PAVEMENT. SEAL JOINT WITH ASPHALT EMULSION.PAINTED 8" WHITE "COMPACT" LETTERSTAPER CURB HEIGHT FROM NO HEIGHT TO FULL HEIGHT OVER AHORIZONTAL DISTANCE OF 1 FT.DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLANF-45.10-02WHEELSTOP. INSTALL FRONT EDGE 2' FROM HEAD OF STALL.MATCH TO EXISTING CONCRETE JOINTPAINTED 4" SINGLE WHITE SOLID LINE.PAINTED ACCESSIBLE PARKING SYMBOL PER WSDOT STANDARDPLAN M-24.60-04PAINTED 4" SINGLE WHITE SOLID LINES @ 2' O.C.GOAL POST - REFER TO LANDSCAPE DRAWINGSPAINTED CROSSWALK PER WSDOT STANDARD PLAN M-15.10-01.PERIMETER CURB - REFER TO LANDSCAPE DRAWINGSPAINTEND TYPE 1S TRAFFIC ARROW PER WSDOT STANDARD PLANM-24.40-02.GRAVEL PATH - REFER TO LANDSCAPE DRAWINGSEXISTING RUNNING TRACK SURFACE TO BE REPLACED. REFER TOLANDSCAPE ARCHITECTURE DRAWINGS.GARBAGE FACILITY - REFER TO ARCHITECTURAL DRAWINGSEXISTING TRACK D-ZONE SURFACE TO BE REPLACED ANDPROPOSED FIELD EVENTS. REFER TO LANDSCAPE ARCHITECTUREDRAWINGS.EXISTING ATHLETIC FIELD SYNTHETIC TURF TO BE REPLACED. REFERTO LANDSCAPE ARCHITECTURE DRAWINGS.CONCRETE STAIRS AND HANDRAILS. REFER TO LANDSCAPEARCHITECTURE DRAWINGS.PEDESTRIAN RAMP HANDRAILS. REFER TO LANDSCAPEARCHITECTURE DRAWINGS.TRANSITION ZONE FROM FLUSH CURB TO VERTICAL CURB.CONCRETE SURFACING ON TOP OF STRUCTURAL DECK. REFER TOARCHITECTURE AND STRUCTURAL DRAWINGS.BOLLARD.PAINTED 8-INCH TALL WHITE LETTERS "STAFF PARKING"CURB CUT FOR DRAINAGE EVERY 20'.12923033143253363473583693710111213141516171811C6.41C6.4LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.PAVING ANDHORIZONTAL CONTROLPLANC6.1NSCALE IN FEET201002040MATCHLINE - REFER TO SHEET C6.25.10.2022
005402034 050020301G10G2221NN2324
17.120.1AA20GGJJ20.0DDFFNO PARKINGVANKLR25'PIN 123044.68E 1272697.03PIN 122868.52E 1272693.97N 122857.10E 1272694.70N 122869.10E 1272660.37N 122869.87E 1272616.08N 122729.11E 1272642.70N 122736.16E 1272636.90N 122736.19E 1272634.93N 122729.74E 1272606.65N 122706.21E 1272418.70N 122726.21E 1272307.41N 122727.10E 1272257.42N 122719.64E 1272115.66N 122707.73E 1272334.09N 122757.66E 1272334.97N 122757.21E 1272369.48N 122695.09E 1272090.2214TH AVENUE SOUTH 11(TYP)2(TYP)58(TYP)99910121313VC ICVCICIC
NCNCVCIC FC FCFCIC
1411111111151515RESTROOMS ANDLOCKER ROOMSFFE = 443.53STORAGE CONTAINER
TICKET BOOTHFFE = 443.50VISITORGRANDSTANDSHOMEGRANDSTANDSRESTROOMSFFE = 463.1016(TYP)16(TYP)56' O.C.SPACING (TYP)6' O.C.SPACING (TYP)20'6'6'5'22'30' (TYP)5' (TYP)6'6'6'8'8'20'25.5'7'8'24.6'22.6'131'8'2929GRIDLINEINTERSECTIONN 122799.58E 1272261.50GRIDLINEINTERSECTIONN 122856.90E 1272262.49GRIDLINEINTERSECTIONN 122738.84E 1272341.83GRIDLINEINTERSECTIONN 122738.42E 1272365.8217(TYP)GRIDLINEINTERSECTIONN 122904.62E 1272278.83GRIDLINEINTERSECTIONN 122898.25E 1272645.77GRIDLINEINTERSECTIONN 122893.51E 1272688.03GRIDLINEINTERSECTIONN 122977.50E 1272689.49IC
3133(TYP)6(TYP)4(TYP)12C6.4(TYP)3435(TYP)36NCIC21.00'11.67'37N 122747.09E 1272239.76N 122747.45E 1272218.76VCVCVCVCLEGENDRIGHT-OF-WAY/PROPERTY LINECENTERLINEFENCING - REFER TO LANDSCAPEARCHITECTS DRAWINGS.PROPOSED BUILDING OUTLINEASPHALT PAVEMENT - STANDARD DUTYASPHALT PAVEMENT - HEAVY DUTYCEMENT CONCRETE - SIDEWALK CEMENT CONCRETE ON STRUCTURAL DECK- REFER TO ARCHITECTURE ANDSTRUCTURAL DRAWINGS.CEMENT CONCRETE - HEAVY DUTYGRAVEL SURFACING - REFER TO LANDSCAPEARCHITECTS DRAWINGS.WHEELSTOPSIGNNCNO CURBVCVERTICAL CURBICINTEGRAL CURBCGCURB AND GUTTERMCMOUNTABLE CURBFCFLUSH CURBNUMBER OF PARKING STALLSX2C6.43C6.44C6.46C6.47C6.48C6.49C6.410C6.45C6.4KEYNOTESMATCH EXISTINGFIELD LUMINAIRE - REFER TO ELECTRICAL DRAWINGS.MATCH EXISTING PAVEMENT. SEAL JOINT WITH ASPHALT EMULSION.PAINTED 8" WHITE "COMPACT" LETTERSTAPER CURB HEIGHT FROM NO HEIGHT TO FULL HEIGHT OVER AHORIZONTAL DISTANCE OF 1 FT.DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLANF-45.10-02WHEELSTOP. INSTALL FRONT EDGE 2' FROM HEAD OF STALL.MATCH TO EXISTING CONCRETE JOINTPAINTED 4" SINGLE WHITE SOLID LINE.PAINTED ACCESSIBLE PARKING SYMBOL PER WSDOT STANDARDPLAN M-24.60-04PAINTED 4" SINGLE WHITE SOLID LINES @ 2' O.C.GOAL POST - REFER TO LANDSCAPE DRAWINGSPAINTED CROSSWALK PER WSDOT STANDARD PLAN M-15.10-01.PERIMETER CURB - REFER TO LANDSCAPE DRAWINGSPAINTEND TYPE 1S TRAFFIC ARROW PER WSDOT STANDARD PLANM-24.40-02.GRAVEL PATH - REFER TO LANDSCAPE DRAWINGSEXISTING RUNNING TRACK SURFACE TO BE REPLACED. REFER TOLANDSCAPE ARCHITECTURE DRAWINGS.GARBAGE FACILITY - REFER TO ARCHITECTURAL DRAWINGSEXISTING TRACK D-ZONE SURFACE TO BE REPLACED ANDPROPOSED FIELD EVENTS. REFER TO LANDSCAPE ARCHITECTUREDRAWINGS.EXISTING ATHLETIC FIELD SYNTHETIC TURF TO BE REPLACED. REFERTO LANDSCAPE ARCHITECTURE DRAWINGS.CONCRETE STAIRS AND HANDRAILS. REFER TO LANDSCAPEARCHITECTURE DRAWINGS.PEDESTRIAN RAMP HANDRAILS. REFER TO LANDSCAPEARCHITECTURE DRAWINGS.TRANSITION ZONE FROM FLUSH CURB TO VERTICAL CURB.CONCRETE SURFACING ON TOP OF STRUCTURAL DECK. REFER TOARCHITECTURE AND STRUCTURAL DRAWINGS.BOLLARD.PAINTED 8-INCH TALL WHITE LETTERS "STAFF PARKING"CURB CUT FOR DRAINAGE EVERY 20'.12923033143253363473583693710111213141516171811C6.41C6.4LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.PAVING ANDHORIZONTAL CONTROLPLANC6.2NSCALE IN FEET201002040MATCHLINE - REFER TO SHEET C6.1MATCHLINE - REFER TO SHEET C6.35.10.2022
CCCCCCCCCCCCCCCCCSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGCR20' (TYP)R1' (TYP)R5' (TYP)N 122541.93E 1272115.48N 122542.43E 1272087.48N 122539.98E 1272374.49N 122503.10E 1272366.14N 122502.45E 1272411.28N 122539.47E 1272402.48N 122507.64E 1272120.74N 122508.42E 1272078.43N 122695.09E 1272090.22SOUTH 308TH STREET14TH AVENUE SOUTH33332222 4(TYP)5(TYP)5(TYP)5(TYP)5(TYP)8(TYP)8(TYP)8(TYP)VC VCVCVC
VCVC
NCVC67EXISTING CENTRAL KITCHEN ANDLOCKER ROOMS BUILDINGFFE VARIES2VCVC556765(TYP)55777777777677VCVC25.5'18'18'25.5'18'18'25.5'15'28'8'41.8'(MATCH EX)7'45.1'(MATCH EX)28'8' (TYP)8.5' (TYP)8.5' (TYP)7'18' (TYP)9' (TYP)7' (TYP)18'24.6'17(TYP)30(TYP)67.8' "THROAT"68.0' "THROAT"VC
VC
VC
VC
VC
VC
VC
VCVCVCVCVCVCVCVCVCVCVCVC
VC
VC
VCVCVCVCVCVC
VCVC
VC
VCR15'R15'N 122660.71E 1272404.6528'1289.0' (EXISTING)95'±APPROX LOCATION OF EXISTINGDRIVEWAY ON SOUTH SIDE OF S 308THSTREET FOR CONDOMINIUMDEVELOPMENT (NOT SURVEYED)95'± TO EXISTING DRIVEWAY ONSOUTH SIDE OF S 308TH STREETFOR LIFE CARE CENTER OFFEDERAL WAY DEVELOPMENT(NOT SURVEYED)EXISTING DRIVEWAYENTRANCE TO REMAINEXISTING DRIVEWAYENTRANCE TO REMAINN 122547.98E 1272122.59N 122545.16E 1272280.56N 122542.16E 1272280.51N 122540.65E 1272364.503232323233(TYP)6(TYP)VCLEGENDRIGHT-OF-WAY/PROPERTY LINECENTERLINEFENCING - REFER TO LANDSCAPEARCHITECTS DRAWINGS.PROPOSED BUILDING OUTLINEASPHALT PAVEMENT - STANDARD DUTYASPHALT PAVEMENT - HEAVY DUTYCEMENT CONCRETE - SIDEWALK CEMENT CONCRETE ON STRUCTURAL DECK- REFER TO ARCHITECTURE ANDSTRUCTURAL DRAWINGS.CEMENT CONCRETE - HEAVY DUTYGRAVEL SURFACING - REFER TO LANDSCAPEARCHITECTS DRAWINGS.WHEELSTOPSIGNNCNO CURBVCVERTICAL CURBICINTEGRAL CURBCGCURB AND GUTTERMCMOUNTABLE CURBFCFLUSH CURBNUMBER OF PARKING STALLSX2C6.43C6.44C6.46C6.47C6.48C6.49C6.410C6.45C6.4KEYNOTESMATCH EXISTINGFIELD LUMINAIRE - REFER TO ELECTRICAL DRAWINGS.MATCH EXISTING PAVEMENT. SEAL JOINT WITH ASPHALT EMULSION.PAINTED 8" WHITE "COMPACT" LETTERSTAPER CURB HEIGHT FROM NO HEIGHT TO FULL HEIGHT OVER AHORIZONTAL DISTANCE OF 1 FT.DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLANF-45.10-02WHEELSTOP. INSTALL FRONT EDGE 2' FROM HEAD OF STALL.MATCH TO EXISTING CONCRETE JOINTPAINTED 4" SINGLE WHITE SOLID LINE.PAINTED ACCESSIBLE PARKING SYMBOL PER WSDOT STANDARDPLAN M-24.60-04PAINTED 4" SINGLE WHITE SOLID LINES @ 2' O.C.GOAL POST - REFER TO LANDSCAPE DRAWINGSPAINTED CROSSWALK PER WSDOT STANDARD PLAN M-15.10-01.PERIMETER CURB - REFER TO LANDSCAPE DRAWINGSPAINTEND TYPE 1S TRAFFIC ARROW PER WSDOT STANDARD PLANM-24.40-02.GRAVEL PATH - REFER TO LANDSCAPE DRAWINGSEXISTING RUNNING TRACK SURFACE TO BE REPLACED. REFER TOLANDSCAPE ARCHITECTURE DRAWINGS.GARBAGE FACILITY - REFER TO ARCHITECTURAL DRAWINGSEXISTING TRACK D-ZONE SURFACE TO BE REPLACED ANDPROPOSED FIELD EVENTS. REFER TO LANDSCAPE ARCHITECTUREDRAWINGS.EXISTING ATHLETIC FIELD SYNTHETIC TURF TO BE REPLACED. REFERTO LANDSCAPE ARCHITECTURE DRAWINGS.CONCRETE STAIRS AND HANDRAILS. REFER TO LANDSCAPEARCHITECTURE DRAWINGS.PEDESTRIAN RAMP HANDRAILS. REFER TO LANDSCAPEARCHITECTURE DRAWINGS.TRANSITION ZONE FROM FLUSH CURB TO VERTICAL CURB.CONCRETE SURFACING ON TOP OF STRUCTURAL DECK. REFER TOARCHITECTURE AND STRUCTURAL DRAWINGS.BOLLARD.PAINTED 8-INCH TALL WHITE LETTERS "STAFF PARKING"CURB CUT FOR DRAINAGE EVERY 20'.12923033143253363473583693710111213141516171811C6.41C6.4LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.PAVING ANDHORIZONTAL CONTROLPLANC6.3NSCALE IN FEET201002040MATCHLINE - REFER TO SHEET C6.2PARKING SUMMARYPARKING TYPESTALLS PROVIDEDSTANDARD111COMPACT18ADA5MAINTENANCE6TOTAL140NOTE: SUMMARY IS PROVIDED ONLY FOR PROPOSEDPARKING LOT SHOWN. OTHER EXISTING PARKING LOTSON PROJECT PARCEL ARE NOT SHOWN AND AREEXCLUDED.5.10.2022
LDJWAT49037ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_3/22/2022 9:00:12 AM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE PERMIT09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPERMIT NO. XX-XXXXXX-XXDATEAPPROVALNOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THECITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ONTHESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANSAS DETERMINED BY THE CITY ENGINEER.PAVING NOTES ANDDETAILSC6.4SUBGRADECEMENT CONCRETE PAVEMENT4"CRUSHED SURFACING BASECOURSE PER WSDOT 9-03.9(3)2"NOTES:1.DEPTHS INDICATED ARE COMPACTED THICKNESSES.2.CEMENT CONCRETE PAVEMENT SHALL CONSIST OF PORTLAND CEMENT CONCRETE WITH A MINIMUMCOMPRESSIVE STRENGTH OF 4000 PSI AND A MINIMUM RUPTURE MODULUS OF 580 PSI.3.ALL BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% BASED ON THE MODIFIEDPROCTOR MAXIMUM DRY DENSITY PER ASTM D-1557.4.SUBGRADE SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION PRIOR TO PLACEMENT OF ANYPAVEMENT LAYERS. ANY LOCALIZED ZONES OF SOFT, ORGANIC-RICH, OR DEBRIS-LADEN SOILS SHOULD BEOVEREXCAVATED AND REPLACED WITH STRUCTURAL FILL MATERIAL.5.RECYCLED CONCRETE IS NOT ACCEPTABLE.SLOPE FOR DRAINAGEFINISHED GRADEBACKFILL WITH 3500 PSICEMENT CONCRETE4"Ø SCH 40 STEEL PIPEPAINTED YELLOW, FILLEDWITH CONCRETE ANDCROWNED FOR DRAINAGE3'3'3" MIN1.5' (MIN) ATTACHMENT DETAIL ELEVATIONPLAN13/16" DIA. HOLES9"6'2" CLR (TYP)5"2 1/2"2 1/2"10"#3 BARS (2)NON-SHRINKGROUT#6 BAR (2)NOTE:1.THE NON-SHRINK GROUT USED TOATTACHED THE WHEEL STOP SHALLCONSIST OF 3:1 SAND AND CEMENT.GROUT TO A DEPTH OF 1" FROM THETOP OF WHEEL STOP.2.LOCATIONS FOR WEEP HOLES ANDV-SLOTS SHALL BE IDENTIFIED ON THEDELIVERY ORDER DRAWINGS.3.CONCRETE SHALL HAVE A MINIMUMCOMPRESSIVE STRENGTH OF 3000 PSIAT 28 DAYS.INSTALL CONCRETE WHEELSTOPS WITH DRAINAGE SLOTS#3 BARS (2)5"
5"1"12" MIN.1'-6"ROADWAY1/2" R1" R1" R5 1/2"1"1/2" R6 1/2"FACE OF CURB12"
6"
6"NOTES:1.DEPTHS INDICATED ARE COMPACTED THICKNESSES.2.CEMENT CONCRETE PAVEMENT SHALL CONSIST OF PORTLAND CEMENT CONCRETE WITH A MINIMUMCOMPRESSIVE STRENGTH OF 4000 PSI AND A MINIMUM RUPTURE MODULUS OF 580 PSI.3.ALL BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% BASED ON THE MODIFIEDPROCTOR MAXIMUM DRY DENSITY PER ASTM D-1557.4.SUBGRADE SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION PRIOR TO PLACEMENT OF ANYPAVEMENT LAYERS. ANY LOCALIZED ZONES OF SOFT, ORGANIC-RICH, OR DEBRIS-LADEN SOILS SHOULD BEOVEREXCAVATED AND REPLACED WITH STRUCTURAL FILL MATERIAL.5.EXPANSION JOINTS SHALL BE AT 10' INTERVALS OR AS SHOWN ON THE ARCHITECTURAL PLANS.6.RECYCLED CONCRETE IS NOT ACCEPTABLE.6"0-6"2"VARIES - SEE PLAN4"8"1" RPAVEMENT2% MAX2"CEMENT CONCRETESUBGRADECRUSHED SURFACING BASECOURSE PER WSDOT 9-03.9(3)11SUBGRADECEMENT CONCRETE PAVEMENT7"CRUSHED SURFACING BASECOURSE PER WSDOT 9-03.9(3)2"NOTES:1.DEPTHS INDICATED ARE COMPACTED THICKNESSES.2.CEMENT CONCRETE PAVEMENT SHALL CONSIST OF PORTLAND CEMENT CONCRETE WITH A MINIMUM COMPRESSIVESTRENGTH OF 4000 PSI AND A MINIMUM RUPTURE MODULUS OF 580 PSI.3.ALL BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% BASED ON THE MODIFIED PROCTORMAXIMUM DRY DENSITY PER ASTM D-1557.4.SUBGRADE SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION PRIOR TO PLACEMENT OF ANY PAVEMENTLAYERS. ANY LOCALIZED ZONES OF SOFT, ORGANIC-RICH, OR DEBRIS-LADEN SOILS SHOULD BE OVEREXCAVATEDAND REPLACED WITH STRUCTURAL FILL MATERIAL.5.RECYCLED CONCRETE IS NOT ACCEPTABLE.6x6 - W2.0xW2.02-1/3"3NOT TO SCALEASPHALT PAVEMENT - HEAVY DUTY2NOT TO SCALEASPHALT PAVEMENT - STANDARD DUTY4NOT TO SCALECEMENT CONCRETE - SIDEWALK5NOT TO SCALECEMENT CONCRETE - HEAVY DUTY6NOT TO SCALEWHEELSTOP7NOT TO SCALEINTEGRAL CURB8NOT TO SCALECURB AND GUTTER9NOT TO SCALEVERTICAL CURBNOTECONSTRUCTION SHALL CONFORM TOWSDOT SPEC. 8-04.3FINISHED GRADEPAVEMENT6"5-1/2"1'-4"7-3/4"1" R10NOT TO SCALEMOUNTABLE CURB11NOT TO SCALEBOLLARD4'8"1'2'1'4'8"2'1' (TYP)LANDSCAPE ISLAND LOCATIONNON-LANDSCAPE ISLAND LOCATIONRIP RAP PAD SHALL CONSIST OF 6"STREAMBED COBBLES PER WSDOTSTANDARD SPECIFICATION 9-03.11(2).THICKNESS OF PAD SHALL BE 8" (MIN).LAYOUT AS SHOWN ON DRAWINGS.LANDSCAPING (TYP.). REFER TOLANDSCAPE ARCHITECTURE PLANSCURB PER PLAN (TYP.)ASPHALT PAVEMENT PER PLANASPHALT PAVEMENT PER PLANCURB PER PLAN (TYP.)LANDSCAPING (TYP.). REFER TOLANDSCAPE ARCHITECTURE PLANSRIP RAP PAD SHALL CONSIST OF 6"STREAMBED COBBLES PER WSDOTSTANDARD SPECIFICATION 9-03.11(2).THICKNESS OF PAD SHALL BE 8" (MIN).LAYOUT AS SHOWN ON DRAWINGS.1NOT TO SCALECURB CUTSUBGRADEHMA CL 12", PG 58H-22 PERWSDOT 9-03.8(6) AND 9-02.1(4)CRUSHED SURFACING BASECOURSE PER WSDOT 9-03.9(3)ASPHALT TREATED BASE4"ATB SECTIONSTANDARD SECTION3"2"NOTES:1.DEPTHS INDICATED ARE COMPACTED THICKNESSES.2.HMA SHALL BE COMPACTED TO A TARGET AVERAGE DENSITY OF 92% BASED ON THE RICE THEORETICAL MAXIMUM DENSITY PERASTM D-2041. INDIVIDUAL LOCATIONS SHALL BE COMPACTED NOT LESS THAN 90% NOR MORE THAN 96%.3.ALL ASPHALT BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% BASED ON THE MODIFIED PROCTORMAXIMUM DRY DENSITY PER ASTM D-1557.4.SUBGRADE SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION PRIOR TO PLACEMENT OF ANY PAVEMENT LAYERS.ANY LOCALIZED ZONES OF SOFT, ORGANIC-RICH, OR DEBRIS-LADEN SOILS SHOULD BE OVEREXCAVATED AND REPLACED WITHSTRUCTURAL FILL MATERIAL.5.RECYCLED CONCRETE IS NOT ACCEPTABLE.6.SEAL JOINTS WITH EMULSIFIED ASPHALT PER PROJECT SPECIFICATIONS.SUBGRADEHMA CL 12", PG 58H-22 PERWSDOT 9-03.8(6) AND 9-02.1(4)3"CRUSHED SURFACING BASECOURSE PER WSDOT 9-03.9(3)4"ASPHALT TREATED BASE3"ATB SECTIONSTANDARD SECTION1"2"NOTES:1.DEPTHS INDICATED ARE COMPACTED THICKNESSES.2.HMA SHALL BE COMPACTED TO A TARGET AVERAGE DENSITY OF 92% BASED ON THE RICE THEORETICAL MAXIMUM DENSITY PERASTM D-2041. INDIVIDUAL LOCATIONS SHALL BE COMPACTED NOT LESS THAN 90% NOR MORE THAN 96%.3.ALL ASPHALT BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% BASED ON THE MODIFIED PROCTORMAXIMUM DRY DENSITY PER ASTM D-1557.4.SUBGRADE SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION PRIOR TO PLACEMENT OF ANY PAVEMENT LAYERS.ANY LOCALIZED ZONES OF SOFT, ORGANIC-RICH, OR DEBRIS-LADEN SOILS SHOULD BE OVEREXCAVATED AND REPLACED WITHSTRUCTURAL FILL MATERIAL.5.RECYCLED CONCRETE IS NOT ACCEPTABLE.6.SEAL JOINTS WITH EMULSIFIED ASPHALT PER PROJECT SPECIFICATIONS.4"6"PERMIT REQUIREDPARKINGRESERVEDACCESSIBLEVAN12"18"
3"
5' ABOVE PAVEMENT
SURFACE
2'-6"4" MIN8" MIN2500 PSI CONCRETEFINISHEDGRADE2" DIA SCHEDULE 40GALVANIZED METAL PIPESIGN AT VAN STALL ONLYWHITE ON BLUEBACKGROUND12NOT TO SCALEACCESSIBLE PARKING SIGNNOTECONSTRUCTION SHALL CONFORM TOWSDOT SPEC. 8-04.3FINISHED GRADEPAVEMENT6"7-1/4"1'-4"8-1/4"4"3"1-1/2" R (TYP)5.10.2022
AHBL POINT #159NAIL AND WASHERN 122462.35E 1272711.68ELEV 455.16AHBL POINT #135NAIL AND WASHERN 122765.96E 1272367.40ELEV 442.96AHBL POINT #162HUB AND TACKN 123358.45E 1272139.01ELEV 445.9516 LF 6"Ø DIP CL52@ 2.0% (PRIVATE)51 LF 6"Ø DIP CL52@ 21.3% (PRIVATE)102 LF 6"Ø DIP CL52@ 2.0% (PRIVATE)100 LF 6"Ø DIP CL52@ 2.0% (PRIVATE)100 LF 6"Ø DIP CL52@ 2.0% (PRIVATE)55 LF 6"Ø DIP CL52@ 2.0% (PRIVATE)87 LF 6"Ø DIP CL52@ 3.3% (PRIVATE)62 LF 6"Ø DIP CL52@ 2.0% (PRIVATE)47 LF 6"Ø DIP CL52@ 2.0% (PRIVATE)97 LF 6"Ø DIP CL52@ 2.0% (PRIVATE)97 LF 6"Ø DIP CL52@ 2.0% (PRIVATE)44 LF 6"Ø DIP CL52@ 2.0% (PRIVATE)145 LF 6"Ø DIP CL52@ 2.0% MIN (PRIVATE)30 LF 6"Ø DIP CL52@ 2.0% (PRIVATE)NSCALE IN FEET5025050100490373/22/2022 9:00:12 AMKnow what'sbelow.before you dig.CallRORIGINAL SHEET IS 24" x 36"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SCHOOLSFEDERAL WAY, WAPHASE 1 DESIGN03 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_LDJWATLAKEHAVEN PROJECT NO:THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITHLAKEHAVEN WATER & SEWER DISTRICT 'WATER SYSTEM ANDSEWER SYSTEM STANDARDS' APPROVED BY THE WASHINGTONSTATE OF HEALTH ON JUNE 8, 2994 AND ANY ADDENDA THERETO.ACCEPTABLE CONSTRUCTION METHODS AND/OR R.O.W.RESTORATION REQUIREMENTS FOR WORK PERFORMED IN R.O.WARE IDENTIFIED BY FEDERAL WAY AND MAY NOT BE SHOWN ONTHE PLANS APPROVED FOR CONSTRUCTION. CONSULT WITHLAKEHAVEN'S PROJECT INSPECTOR AND ANY APPLICABLE R.O.W.PERMIT FOR ACCEPTABLE CONSTRUCTION METHODS (OPENTRENCH, BORE & CASE, DIRECTIONAL DRILL, ETC.) AND EXTENTOF ASPHALT OVERLAY AND/OR OTHER RESTORATIONREQUIREMENTS FOR WORK IN R.O.W.SS0.0SEWER COVERSHEETEXISTING LEGEND WSET NAIL AND WASHERSET REBAR AND CAPBOLLARDMAIL BOXSIGN AS NOTEDSANITARY SEWER CLEANOUTSANITARY SEWER MANHOLESTORM CLEANOUTSTORM CATCH BASINSTORM MANHOLECABLE RISERGAS METERGAS VALVEUTILITY CABINETPOWER TRANSFORMERGUY ANCHORUTILITY POWER POLEJUNCTION BOXPOWER METERLUMINAIRETELEPHONE RISERTELEPHONE VAULTBLOW OFF VALVEFIRE DEPARTMENT CONNECTIONFIRE HYDRANTHOSE BIBIRRIGATION CONTROL VALVEWATER METERWATER VALVEWATER VAULTC-CEDAR, F-FIR, H-HEMLOCKP-PINE, ST-STUMPA-ALDER, CH-CHERRYM-MAPLE, MAD-MADRONEO-OAK, U-UNKNOWNPOWER VAULTHBYARD DRAINYDROOF DRAINSTORM LINESEWER LINEWATER LINEGAS LINEELECTRICAL LINECOMMUNICATION LINEOVERHEAD UTILITIESFENCEUNKNOWN VAULTASPHALTCONCRETESEWER PER RECORDSSTORM PER RECORDSIRRIGATION PER RECORDSWATER PER RECORDSGAS PER RECORDSVICINITY MAP NOT TO SCALENPROJECT SITEOWNER/APPLICANT CIVIL ENGINEER ETHOS CIVIL748 MARKET STREET - SUITE 312TACOMA, WA 98402PHONE: 253.365.4973CONTACT: LUCAS JOHNSON, PE LEED APEMAIL: lucas@ethoscivil.comSURVEYOR FEDERAL WAY PUBLIC SCHOOLS33330 8TH AVENUE SFEDERAL WAY, WA 98003PHONE: 206.462.9144CONTACT: TIM AUSINKEMAIL: tausink@fwps.orgAHBL2106 N 30TH STREET - SUITE 300TACOMA, WA 98403PHONE: 253.284.0281CONTACT: DAVID FOLLANSBEE, PLSEMAIL: dfollansbee@ahbl.comMECHANICAL ENGINEER ARCHITECT McGRANAHAN ARCHITECTS2111 PACIFIC AVENUE - SUITE 100TACOMA, WA 98402PHONE: 253.973.6610CONTACT: KRIS STAMON, AIA, DBIAEMAIL: kris.stamon@mcgranahan.comCONTRACTOR BNBUILDERS2601 4TH AVENUE - SUITE 350SEATTLE, WA 98121PHONE: 206.473.2798CONTACT: GERI URBASEMAIL: geri.urbas@bnbuilders.comBCE ENGINEERS6021 12TH STREET E - SUITE 200FIFE, WA 98424PHONE: 253.922.0446CONTACT: JEFF HARDWICK, PEEMAIL: jeff.hardwick@bceengineers.comTRENCH NOTE UTILITY NOTE TOPOGRAPHIC NOTE FILL SPECIFICATION IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR ORMORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PITREQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHOREDAND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLEFOR WORKER SAFETY AND ETHOS CIVIL ASSUMES NORESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THEREQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY ANDHEALTH ACT, CHAPTER 49.17 RCW.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES AREAPPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIEDBY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALLDETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIESBEFORE COMMENCING WORK AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES THAT INCUR DUE TO THECONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANYAND ALL UNDERGROUND UTILITIES. ETHOS CIVIL ASSUMES NOLIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ONTHESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPONINFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION ISBELIEVED TO BE RELIABLE, ETHOS CIVIL CANNOT ENSUREACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OFTHAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAYHAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT.FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, ORSUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, ORWHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW,ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD.AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST WITH SITELAYOUT. PLEASE NOTE THAT ELECTRONIC FILES ARE PROVIDEDFOR CONTRACTOR'S CONVENIENCE AND SHALL NOT REPLACE NORBE USED TO SUBSTITUTE THE CONTRACT DOCUMENTS. THECONTRACTOR IS RESPONSIBLE FOR PROJECT LAYOUT ACCORDINGTO CONTRACT DOCUMENTS AND COST FOR ELECTRONIC AUTOCADFILES.CONTACT: TREVOR McDONALDPHONE: 253.318.8116AUTOCAD FILE 1.CONTRACTOR SHALL MAINTAIN AND PROVIDE MARKED UPSET OF DRAWINGS AND SPECIFICATIONS INDICATINGAS-CONSTRUCTED CONDITIONS FOR ALL CIVIL WORKINCLUSIVE OF ELEVATIONS AND EXISTING SITE UTILITIESENCOUNTERED.2.SUBMIT RECORD DRAWINGS TO ENGINEER FOR SUBMITTALTO LAKEHAVEN WATER AND SEWER DISTRICT WHEN THEPROJECT IS COMPLETED.3.CHANGES OR REVISIONS TO THE ORIGINALLY APPROVEDPERMIT DRAWINGS SHALL BE SUBMITTED TO LAKEHAVENWATER AND SEWER DISTRICT PRIOR TO CONSTRUCTION FORREVIEW AND APPROVAL.AS-BUILT NOTES LEGAL DESCRIPTION 1300 S 308TH STREETFEDERAL WAY, WA 98003SITE ADDRESS VERTICAL DATUM BASIS OF BEARING 0821049001PARCEL NUMBER PER KING COUNTY ASSESSORNE 1/4 OF NE 1/4 OF SEC 8-21-4 LESS CO RDS TGW POR OF NW1/4 OF NW 1/4 OF SEC 9-21-4 LY WLY OF 16TH AVE S & OFPACIFIC HWY S TGW POR OF VAC 16TH AVE S LESS RD (ROWDEDICATION PER CITY OF FEDERAL WAY REC#20190329000115 & #20190329000116)WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTHZONECITY OF FEDERAL WAY HORIZONTAL CONTROLHOLDING COUNTY MONUMENT NUMBERS 101 AND 114.POINT NO.101N=118543.73E=1270807.93AT THE INTERSECTION OF SW 320TH ST W/8TH AVE SPOINT NO.114N=121233.37E=1268065.08AT THE INTERSECTION OF 1ST AVE S W/S 312TH ST.HELD A LINE BETWEEN FOUND MONUMENTS AT THEINTERSECTIONS OF 1ST AVE S WITH S 312TH ST AND 1ST AVES AND S 320TH ST. SAID LINE BEARS NORTH 01°04'42" EAST.NGVD 29FEDERAL WAY VERTICAL BENCHMARK 2200-01MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S312TH ST.PUBLISHED ELEVATION: 357.20'PERMIT NOTE SEPARATE SEWER SERVICE CONNECTION PERMIT REQUIREDFOR EACH SEPARATE BUILDING, TO CONSTRUCT/COMPLETEBUILDING SEWER AND TO CONNECT TO THE SEWER MAIN.SEE SHEET SS2.0 FOR LAKEHAVEN WATER AND SEWERDISTRICT STANDARD NOTES FOR GRAVITY SEWERCONSTRUCTION.SHEET INDEXSHEET No.SHEET TITLESS0.0SEWER COVER SHEETSS1.0SEWER PLAN AND PROFILESS2.0SEWER NOTES AND DETAILSSS2.1SEWER NOTES AND DETAILSCENTRALKITCHEN ANDLOCKER ROOMSATHLETIC FIELDAND TRACKDETENTIONPONDS 308TH STREET14TH AVENUE SPARKING LOTVISITOR GRANDSTANDS
HOME GRANDSTANDSTICKET BOOTHSTORAGE CONTAINERRESTROOMS ANDLOCKER ROOMSRESTROOMSRESTROOMS ANDTICKET BOOTHEXISTING SEWER PIPE PER LW&SD PERMIT 5056 TO REMAIN6" CONCRETE PIPE PER PERMIT DWGS8" CONCRETE PIPE PER FIELD INSPECTIONEXISTING SEWER PIPE TO REMAINLOCATION NOT VERIFIED5.10.2022
SSCON: 122729.79E: 1272278.91RIM: 442.67IE: 438.82SSCON: 122794.22E: 1272280.34RIM: 443.28IE: 440.10EXISTING SSMHN: 122727.86E: 1272365.74RIM: 443.21EX IE: 435.81 8" (S)IE: 435.98 6" (E,W)CONNECT NEW PIPES TO EXISTINGSANITARY SEWER MANHOLE. CONTRACTORSHALL FIELD VERIFY INVERT ELEVATIONSAND LOCATION PRIOR TO CONSTRUCTION.NOTIFY ENGINEER IF EXISTING CONDITIONSCONFLICT WITH PROPOSED DESIGN.RE-CHANNELIZE EXISTING MANHOLE ASNECESSARY.EXISTING CENTRALKITCHEN AND LOCKERROOM BUILDINGFFE VARIESSSCON: 122723.41E: 1272565.69RIM: 443.46IE: 439.98SSCON: 122721.32E: 1272659.91RIM: 457.02IE: 451.75RIM: 461.99IE: 455.21SSCON: 122725.64E: 1272465.71RIM: 443.12IE: 437.98SSCON: 122832.60E: 1272670.88RIM: 460.64IE: 454.116" IE: 440.20SSCON: 122732.16E: 1272669.71RIM: 458.29IE: 452.0716 LF 6"Ø DIP CL52@ 2.0% (PRIVATE)51 LF 6"Ø DIP CL52@ 21.3% (PRIVATE)102 LF 6"Ø DIP CL52@ 2.0% (PRIVATE)100 LF 6"Ø DIP CL52@ 2.0% (PRIVATE)100 LF 6"Ø DIP CL52@ 2.0% (PRIVATE)55 LF 6"Ø DIP CL52@ 2.0% (PRIVATE)87 LF 6"Ø DIP CL52@ 3.3% (PRIVATE)62 LF 6"Ø DIP CL52@ 2.0% (PRIVATE)44 LF 6"Ø DIP CL52@ 2.0% (PRIVATE)SSCON: 122722.44E: 1272609.38RIM: 443.34IE: 440.86442443444445
450
455
461460459458457
456
454
453
448
454
460145 LF 6"Ø DIP CL52@ 2.0% MIN (PRIVATE)30 LF 6"Ø DIP CL52@ 2.0% (PRIVATE)SSCON: 122706.31E: 1272221.03RIM: 441.37IE: 439.62NDS AREA DRAINWITH TRAFFIC RATED LIDN: 122738.73E: 1272221.61RIM: 441.72IE: 440.22SSCON: 123118.45E: 1272696.29RIM: 462.65IE: 460.03SSCON: 123022.36E: 1272694.60RIM: 463.35IE: 458.09SSCON: 122880.67E: 1272692.69RIM: 461.99IE: 455.216" IE: 460.136" IE: 460.22SSCON: 122926.28E: 1272692.91RIM: 462.56IE: 456.1547 LF 6"Ø DIP CL52@ 2.0% (PRIVATE)97 LF 6"Ø DIP CL52@ 2.0% (PRIVATE)97 LF 6"Ø DIP CL52@ 2.0% (PRIVATE)448454460462
463490373/22/2022 9:00:12 AMKnow what'sbelow.before you dig.CallRORIGINAL SHEET IS 24" x 36"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SCHOOLSFEDERAL WAY, WAPHASE 1 DESIGN03 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_LDJWATLAKEHAVEN PROJECT NO:THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITHLAKEHAVEN WATER & SEWER DISTRICT 'WATER SYSTEM ANDSEWER SYSTEM STANDARDS' APPROVED BY THE WASHINGTONSTATE OF HEALTH ON JUNE 8, 2994 AND ANY ADDENDA THERETO.ACCEPTABLE CONSTRUCTION METHODS AND/OR R.O.W.RESTORATION REQUIREMENTS FOR WORK PERFORMED IN R.O.WARE IDENTIFIED BY FEDERAL WAY AND MAY NOT BE SHOWN ONTHE PLANS APPROVED FOR CONSTRUCTION. CONSULT WITHLAKEHAVEN'S PROJECT INSPECTOR AND ANY APPLICABLE R.O.W.PERMIT FOR ACCEPTABLE CONSTRUCTION METHODS (OPENTRENCH, BORE & CASE, DIRECTIONAL DRILL, ETC.) AND EXTENTOF ASPHALT OVERLAY AND/OR OTHER RESTORATIONREQUIREMENTS FOR WORK IN R.O.W.SS1.0SEWER PLANNSCALE IN FEET201002040LEGENDRIGHT-OF-WAY / PROPERTY LINEEASEMENTBUILDING OUTLINESANITARY SIDE SEWERSANITARY SEWER MAINSANITARY SEWER CLEANOUTSANITARY SEWER MANHOLEPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOUR123123RESTROOM AND LOCKERROOM BUILDINGFFE = 443.53STORAGE CONTAINERTICKET BOOTHEXISTING SEWER PIPE PER LW&SD PERMIT 5056 TO REMAIN6" CONCRETE PIPE PER AS-BUILT DWGS8" CONCRETE PIPE PER FIELD INSPECTIONCONTINUES SOUTH TO 8" MAIN ALONG SOUTH SIDE OF S 308TH STREETRESTROOM BUILDINGFFE = 463.10RESTROOM AND TICKETBOOTH BUILDINGFFE = 463.1014TH AVENUE S 14TH AVENUE SMATCHLINE - REFER BELOW
MATCHLINE - REFER ABOVENSEWER PIPE CROSSING TABLECROSSINGNo.FG ELEV.TOP PIPESIZE / TYPEBOT ELEV OFTOP PIPEBOT PIPESIZE / TYPETOP ELEV OFBOT PIPEAPPROXVERTSEPARATION123453SS2.11SS2.02SS2.03SS2.03SS2.04SS2.01SS2.12SS2.1ATHLETIC FIELDAND TRACKHOME GRANDSTANDS5.10.2022
490373/22/2022 9:00:12 AMKnow what'sbelow.before you dig.CallRORIGINAL SHEET IS 24" x 36"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SCHOOLSFEDERAL WAY, WAPHASE 1 DESIGN03 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_LDJWATLAKEHAVEN PROJECT NO:THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITHLAKEHAVEN WATER & SEWER DISTRICT 'WATER SYSTEM ANDSEWER SYSTEM STANDARDS' APPROVED BY THE WASHINGTONSTATE OF HEALTH ON JUNE 8, 2994 AND ANY ADDENDA THERETO.ACCEPTABLE CONSTRUCTION METHODS AND/OR R.O.W.RESTORATION REQUIREMENTS FOR WORK PERFORMED IN R.O.WARE IDENTIFIED BY FEDERAL WAY AND MAY NOT BE SHOWN ONTHE PLANS APPROVED FOR CONSTRUCTION. CONSULT WITHLAKEHAVEN'S PROJECT INSPECTOR AND ANY APPLICABLE R.O.W.PERMIT FOR ACCEPTABLE CONSTRUCTION METHODS (OPENTRENCH, BORE & CASE, DIRECTIONAL DRILL, ETC.) AND EXTENTOF ASPHALT OVERLAY AND/OR OTHER RESTORATIONREQUIREMENTS FOR WORK IN R.O.W.SS2.0SEWER NOTES ANDDETAILS1.ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS OF LAKEHAVEN WATER & SEWER DISTRICT ANDWASHINGTON STATE DEPARTMENT OF TRANSPORTATION/WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKSASSOCIATION (WSDOT/APWA) "STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION," LATEST EDITION.2.CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES THAT MAY BE AFFECTED BY THIS WORK AND SHALL NOTIFYAPPROPRIATE UTILITY COMPANIES TO FIELD-LOCATE THEIR FACILITIES BEFORE STARTING ANY EXCAVATION, INACCORDANCE WITH RCW 19.122.3.CONNECTIONS OF NEW MAINS TO EXISTING FACILITIES SHALL BE TEMPORARILY SEALED OFF UNTIL AFTER UPSTREAMCONSTRUCTION IS TESTED, CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIORTO OPENING THE SEAL, WITHOUT FLUSHING THE DEBRIS DOWNSTREAM.4.GRAVITY SEWER PIPE MATERIAL SHALL BE AS SHOWN ON THE PLANS, WHICH WILL BE ONE OF THE FOLLOWING AND NOTNECESSARILY INTERCHANGEABLE:·POLYVINYL CHLORIDE (PVC) ASTM D-3034, SDR 35 (4” THROUGH 15”) OR ASTM F-679, SDR 35 (18” AND LARGER)·POLYVINYL CHLORIDE (PVC) AWWA C-900, DR-18 (4” THROUGH 12”) OR AWWA C-905, DR-18 (14” THROUGH 36”)·HIGH DENSITY POLYETHYLENE (HDPE) ASTM F-894, WITH GASKETED JOINTS·DUCTILE IRON ANSI A21.51/AWWA C-151, MINIMUM CLASS 52, EPOXY-LINED WITH PROTECTO 401™ CERAMIC EPOXY5.CRUSHED SURFACING TOP COURSE (A.K.A. 5/8” CRUSHED ROCK) SHALL BE USED FOR PIPE BEDDING FOR RIGID ANDFLEXIBLE GRAVITY SEWER PIPE. THE MATERIAL SHALL BE PLACED UNDER THE PIPE TO A COMPACTED DEPTH OF 4” (FOR 27”AND SMALLER PIPE), AND TO A COMPACTED DEPTH OF 6” (FOR PIPE GREATER THAN 27”). THE MATERIAL SHALL BE PLACED 6”OVER THE TOP OF FLEXIBLE PIPE AND TO THE SPRINGLINE OF RIGID PIPE. TO ASSURE UNIFORM SUPPORT, THE MATERIALSHALL BE CAREFULLY WORKED UNDER THE PIPE HAUNCHES WITH A TOOL CAPABLE OF PREVENTING THE FORMATION OFVOID SPACES AROUND THE PIPE.6.ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95% OF RELATIVE DENSITY, OR GREATER IF SO SHOWN ON THE PLANS OROTHERWISE REQUIRED BY THE ROAD AGENCY HAVING JURISDICTION, FROM THE BOTTOM OF THE EXCAVATION TO THESURFACE. DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED FOR COMPACTION TESTING.7.TRENCH BACKFILL SHALL BE COMPACTED PRIOR TO TESTING SEWER MAIN PIPE, AND SIDE SEWER STUB(S) SHALL BE AIRTESTED AT THE SAME TIME AS THE SEWER MAIN.8.MANHOLES SHALL CONFORM TO WSDOT/APWA STANDARD PLAN B-23A, TYPE 1 OR TYPE 2 WITH ECCENTRIC CONES, ANDINCLUDE 1-INCH GALVANIZED DROP SAFETY STEPS OR POLYPROPYLENE SAFETY STEPS (LANE INTERNATIONAL CORP. PARTNO. P-14938) AND AT LEAST ONE (1), AND NO MORE THAN FIVE (5), FOUR-INCH (4”) HIGH ADJUSTMENT RINGS BELOW THEFRAME AND COVER. ALL MANHOLE EXTERIOR SURFACES SHALL RECEIVE A PROTECTIVE COATING OF BITUMINOUS COAL TARTO A MINIMUM THICKNESS OF 50 MILS, APPLIED AT THE FACTORY. WHERE NOTED ON THE PLANS, MANHOLE INTERIORSURFACES SHALL RECEIVE A CORROSION PROTECTIVE EPOXY COATING OF:·POLYSHIELD SS-100® (BY SPECIALTY PRODUCTS, INC. (LAKEWOOD, WA); 50 MILS MINIMUM THICKNESS); OR·RAVEN® 405 (BY RLS SOLUTIONS INC. (OKLAHOMA); 100 MILS MINIMUM THICKNESS). ALL COATINGS SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS.9.MANHOLE FRAMES AND COVERS SHALL BE CAST IRON, WITH THE WORD "LAKEHAVEN" CAST IN THE TOP, SHALL WEIGH 140TO 150 POUNDS, AND SHALL HAVE A SINGLE 1-INCH LIFT HOLE FITTED WITH ONE ¾" X 3" GALVANIZED CARRIAGE BOLT WITHBURRED END TO RETAIN THE NUT AND A FLAT WASHER TO ALLOW FOR 1" BOLT TRAVEL. COVERS SHALL BE 25" IN DIAMETER.10.CONCRETE COLLARS REINFORCED WITH WIRE MESH SHALL BE INSTALLED PER DISTRICT STANDARD PLAN WHERE SHOWNON THE PLANS.11.MANHOLE CHANNELS SHALL BE PRODUCED TO THE FULL DEPTH OF THE ASSOCIATED PIPE DIAMETER AND TO A WIDTH NOLESS THAN THE OUTSIDE DIAMETER OF THE ASSOCIATED PIPE AND NO MORE THAN ½-INCH IN EXCESS OF THE OUTSIDEDIAMETER OF THE ASSOCIATED PIPE. MANHOLE CHANNELS SHALL HAVE A SMOOTH FINISH. TO MINIMIZE TURBULENCE, SIDECHANNELS FROM INLET PIPELINES SHALL BE CURVED TOWARD THE OUTLET PIPELINE TO PROVIDE A SMOOTH LAMINARFLOW TRANSITION FROM ALL INLET PIPELINES TO THE OUTLET PIPELINE. CHANNEL MATERIAL SHALL BE ASHRINK-RESISTANT GROUT MIX, USING 6SACKS PER CUBIC YARD PORTLAND CEMENT AND 7/8" GRADED AGGREGATE. FORGRAVITY SEWER SYSTEMS 15” AND LARGER, PREDL® MANHOLE LINER SYSTEMS BY PREDL SYSTEMS NORTH AMERICA, INC.(BURNABY, B.C.) SHALL BE UTILIZED FOR CHANNELS, FLOORS AND PIPELINE CONNECTION SYSTEMS FOR MANHOLES.12.MANHOLE SHELVES SHALL HAVE A BROOM FINISH, AND BE SLOPED ½-INCH TO 1-INCH PER FOOT TOWARD THE CHANNEL.13.PIPE ENDS OF ALL INLET AND OUTLET PIPELINES SHALL NOT EXTEND MORE THAN 2 INCHES INSIDE THE MANHOLE, AND ALLPENETRATIONS SHALL BE SMOOTHLY GROUTED AROUND THE PIPE WITH SHRINK-RESISTANT GROUT.14.NO JOINTS FOR FLEXIBLE PIPE INLETS AND OUTLETS SHALL BE WITHIN 10 FEET OF THE MANHOLE, AND PIPELINES SHALL BECONNECTED TO THE MANHOLE WITH PVC MANHOLE COLLARS. FLEXIBLE BOOT COLLARS ARE PROHIBITED.15.SIDE SEWER STUBS SHALL BE INSTALLED AT A GRADE OF AT LEAST 2%, AND THEIR TERMINI SHALL BE AT A DEPTHADEQUATE TO SERVE THE INTENDED PROPERTY, CAPPED AND MARKED BY A WHITE 2X4 POST LABELED “SANITARY SIDESEWER."LAKEHAVEN WATER & SEWER DISTRICT STANDARDNOTES FOR GRAVITY SEWER CONSTRUCTIONUPDATED 12/30/161NOT TO SCALESANITARY SEWER MANHOLE2NOT TO SCALESANITARY SEWER MANHOLE STEP AND COVER3NOT TO SCALESANITARY SEWER PIPE BEDDING4NOT TO SCALESANITARY SEWER SIDE SEWER STUB5.10.2022
490373/22/2022 9:00:12 AMKnow what'sbelow.before you dig.CallRORIGINAL SHEET IS 24" x 36"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SCHOOLSFEDERAL WAY, WAPHASE 1 DESIGN03 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_LDJWATLAKEHAVEN PROJECT NO:THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITHLAKEHAVEN WATER & SEWER DISTRICT 'WATER SYSTEM ANDSEWER SYSTEM STANDARDS' APPROVED BY THE WASHINGTONSTATE OF HEALTH ON JUNE 8, 2994 AND ANY ADDENDA THERETO.ACCEPTABLE CONSTRUCTION METHODS AND/OR R.O.W.RESTORATION REQUIREMENTS FOR WORK PERFORMED IN R.O.WARE IDENTIFIED BY FEDERAL WAY AND MAY NOT BE SHOWN ONTHE PLANS APPROVED FOR CONSTRUCTION. CONSULT WITHLAKEHAVEN'S PROJECT INSPECTOR AND ANY APPLICABLE R.O.W.PERMIT FOR ACCEPTABLE CONSTRUCTION METHODS (OPENTRENCH, BORE & CASE, DIRECTIONAL DRILL, ETC.) AND EXTENTOF ASPHALT OVERLAY AND/OR OTHER RESTORATIONREQUIREMENTS FOR WORK IN R.O.W.SS2.1SEWER NOTES ANDDETAILSCAST IRON RING AND LOCKING COVERNOTES:1.PIPE MATERIAL PER PLAN.2.PIPE DIAMETER PER PLAN.3.ABS TO PVC USE PVCADAPTOR OR FERNCOW/STAINLESS STEEL CLAMPSOR APPROVED EQUAL.4.PVC TO CAST IRON ORCONCRETE USE FERNCOW/STAINLESS STEEL CLAMPSOR APPROVED EQUAL.DRILL & TAP (SPLITTING THESEAM) SET MADE BOLT- DOWNWITH 3/8" SS ALLEN- HEADBOLTS - 2 PLACES2" LETTERS1"1/8" RAISE - 1/2" WIDE BORDER7"7-3/4"8-3/4"15"4"5/8"10"9"4-3/4"12"2'-0"3000 PSI CLASS CCONCRETE (TYP)12"ØFIBRE JOINT PACKING45° (1/8) BENDPROVIDE WATERTIGHT PLUG3NOT TO SCALESANITARY SEWER CLEANOUT2NOT TO SCALETYPICAL SIDE SEWER LAYOUT1NOT TO SCALETYPICAL BUILDING SEWER INSTALLATION5.10.2022
AHBL POINT #159NAIL AND WASHERN 122462.35E 1272711.68ELEV 455.16AHBL POINT #135NAIL AND WASHERN 122765.96E 1272367.40ELEV 442.96AHBL POINT #162HUB AND TACKN 123358.45E 1272139.01ELEV 445.950+001+002+003+004+005+006+007+007+48 BP: 0+00.00EP: 7+48.18NSCALE IN FEET5025050100490373/22/2022 9:00:12 AMKnow what'sbelow.before you dig.CallRORIGINAL SHEET IS 24" x 36"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SCHOOLSFEDERAL WAY, WAPHASE 1 DESIGN03 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_LDJWATLAKEHAVEN PROJECT NO:THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITHLAKEHAVEN WATER & SEWER DISTRICT 'WATER SYSTEM ANDSEWER SYSTEM STANDARDS' APPROVED BY THE WASHINGTONSTATE OF HEALTH ON JUNE 8, 2994 AND ANY ADDENDA THERETO.ACCEPTABLE CONSTRUCTION METHODS AND/OR R.O.W.RESTORATION REQUIREMENTS FOR WORK PERFORMED IN R.O.WARE IDENTIFIED BY FEDERAL WAY AND MAY NOT BE SHOWN ONTHE PLANS APPROVED FOR CONSTRUCTION. CONSULT WITHLAKEHAVEN'S PROJECT INSPECTOR AND ANY APPLICABLE R.O.W.PERMIT FOR ACCEPTABLE CONSTRUCTION METHODS (OPENTRENCH, BORE & CASE, DIRECTIONAL DRILL, ETC.) AND EXTENTOF ASPHALT OVERLAY AND/OR OTHER RESTORATIONREQUIREMENTS FOR WORK IN R.O.W.W0.0WATER COVERSHEETEXISTING LEGEND WSET NAIL AND WASHERSET REBAR AND CAPBOLLARDMAIL BOXSIGN AS NOTEDSANITARY SEWER CLEANOUTSANITARY SEWER MANHOLESTORM CLEANOUTSTORM CATCH BASINSTORM MANHOLECABLE RISERGAS METERGAS VALVEUTILITY CABINETPOWER TRANSFORMERGUY ANCHORUTILITY POWER POLEJUNCTION BOXPOWER METERLUMINAIRETELEPHONE RISERTELEPHONE VAULTBLOW OFF VALVEFIRE DEPARTMENT CONNECTIONFIRE HYDRANTHOSE BIBIRRIGATION CONTROL VALVEWATER METERWATER VALVEWATER VAULTC-CEDAR, F-FIR, H-HEMLOCKP-PINE, ST-STUMPA-ALDER, CH-CHERRYM-MAPLE, MAD-MADRONEO-OAK, U-UNKNOWNPOWER VAULTHBYARD DRAINYDROOF DRAINSTORM LINESEWER LINEWATER LINEGAS LINEELECTRICAL LINECOMMUNICATION LINEOVERHEAD UTILITIESFENCEUNKNOWN VAULTASPHALTCONCRETESEWER PER RECORDSSTORM PER RECORDSIRRIGATION PER RECORDSWATER PER RECORDSGAS PER RECORDSVICINITY MAP NOT TO SCALENPROJECT SITEOWNER/APPLICANT CIVIL ENGINEER ETHOS CIVIL748 MARKET STREET - SUITE 312TACOMA, WA 98402PHONE: 253.365.4973CONTACT: LUCAS JOHNSON, PE LEED APEMAIL: lucas@ethoscivil.comSURVEYOR FEDERAL WAY PUBLIC SCHOOLS33330 8TH AVENUE SFEDERAL WAY, WA 98003PHONE: 206.462.9144CONTACT: TIM AUSINKEMAIL: tausink@fwps.orgAHBL2106 N 30TH STREET - SUITE 300TACOMA, WA 98403PHONE: 253.284.0281CONTACT: DAVID FOLLANSBEE, PLSEMAIL: dfollansbee@ahbl.comMECHANICAL ENGINEER ARCHITECT McGRANAHAN ARCHITECTS2111 PACIFIC AVENUE - SUITE 100TACOMA, WA 98402PHONE: 253.973.6610CONTACT: KRIS STAMON, AIA, DBIAEMAIL: kris.stamon@mcgranahan.comCONTRACTOR BNBUILDERS2601 4TH AVENUE - SUITE 350SEATTLE, WA 98121PHONE: 206.473.2798CONTACT: GERI URBASEMAIL: geri.urbas@bnbuilders.comBCE ENGINEERS6021 12TH STREET E - SUITE 200FIFE, WA 98424PHONE: 253.922.0446CONTACT: JEFF HARDWICK, PEEMAIL: jeff.hardwick@bceengineers.comTRENCH NOTE UTILITY NOTE TOPOGRAPHIC NOTE FILL SPECIFICATION IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR ORMORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PITREQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHOREDAND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLEFOR WORKER SAFETY AND ETHOS CIVIL ASSUMES NORESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THEREQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY ANDHEALTH ACT, CHAPTER 49.17 RCW.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES AREAPPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIEDBY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALLDETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIESBEFORE COMMENCING WORK AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES THAT INCUR DUE TO THECONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANYAND ALL UNDERGROUND UTILITIES. ETHOS CIVIL ASSUMES NOLIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ONTHESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPONINFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION ISBELIEVED TO BE RELIABLE, ETHOS CIVIL CANNOT ENSUREACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OFTHAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAYHAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT.FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, ORSUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, ORWHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW,ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD.AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST WITH SITELAYOUT. PLEASE NOTE THAT ELECTRONIC FILES ARE PROVIDEDFOR CONTRACTOR'S CONVENIENCE AND SHALL NOT REPLACE NORBE USED TO SUBSTITUTE THE CONTRACT DOCUMENTS. THECONTRACTOR IS RESPONSIBLE FOR PROJECT LAYOUT ACCORDINGTO CONTRACT DOCUMENTS AND COST FOR ELECTRONIC AUTOCADFILES.CONTACT: TREVOR McDONALDPHONE: 253.318.8116AUTOCAD FILE 1.CONTRACTOR SHALL MAINTAIN AND PROVIDE MARKED UPSET OF DRAWINGS AND SPECIFICATIONS INDICATINGAS-CONSTRUCTED CONDITIONS FOR ALL CIVIL WORKINCLUSIVE OF ELEVATIONS AND EXISTING SITE UTILITIESENCOUNTERED.2.SUBMIT RECORD DRAWINGS TO ENGINEER FOR SUBMITTALTO LAKEHAVEN WATER AND SEWER DISTRICT WHEN THEPROJECT IS COMPLETED.3.CHANGES OR REVISIONS TO THE ORIGINALLY APPROVEDPERMIT DRAWINGS SHALL BE SUBMITTED TO LAKEHAVENWATER AND SEWER DISTRICT PRIOR TO CONSTRUCTION FORREVIEW AND APPROVAL.AS-BUILT NOTES LEGAL DESCRIPTION 1300 S 308TH STREETFEDERAL WAY, WA 98003SITE ADDRESS VERTICAL DATUM BASIS OF BEARING 0821049001PARCEL NUMBER PER KING COUNTY ASSESSORNE 1/4 OF NE 1/4 OF SEC 8-21-4 LESS CO RDS TGW POR OF NW1/4 OF NW 1/4 OF SEC 9-21-4 LY WLY OF 16TH AVE S & OFPACIFIC HWY S TGW POR OF VAC 16TH AVE S LESS RD (ROWDEDICATION PER CITY OF FEDERAL WAY REC#20190329000115 & #20190329000116)WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTHZONECITY OF FEDERAL WAY HORIZONTAL CONTROLHOLDING COUNTY MONUMENT NUMBERS 101 AND 114.POINT NO.101N=118543.73E=1270807.93AT THE INTERSECTION OF SW 320TH ST W/8TH AVE SPOINT NO.114N=121233.37E=1268065.08AT THE INTERSECTION OF 1ST AVE S W/S 312TH ST.HELD A LINE BETWEEN FOUND MONUMENTS AT THEINTERSECTIONS OF 1ST AVE S WITH S 312TH ST AND 1ST AVES AND S 320TH ST. SAID LINE BEARS NORTH 01°04'42" EAST.NGVD 29FEDERAL WAY VERTICAL BENCHMARK 2200-01MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S312TH ST.PUBLISHED ELEVATION: 357.20'ABBREVIATIONS ASSYASSEMBLYCLCLASS/CENTERLINEDIPDUCTILE IRON PIPEEEASTINGFHFIRE HYDRANTFLFLANGEGVGATE VALVELFLINEAL FEETMJMECHANICAL JOINTNNORTHINGPEPLAIN ENDRJRESTRAINED JOINTCENTRALKITCHEN ANDLOCKER ROOMSATHLETIC FIELDAND TRACKDETENTIONPONDS 308TH STREET14TH AVENUE SPARKING LOTVISITOR GRANDSTANDS
HOME GRANDSTANDSTICKET BOOTHSTORAGE CONTAINERRESTROOMS ANDLOCKER ROOMSRESTROOMSRESTROOMSAND TICKETBOOTHGROSS STATIC PRESSURE PRESSURE ZONE , HIGH/LOW /FIRE PROTECTION AUTHORITYSOUTH KING FIRE AND RESCUESHEET INDEXSHEET No.SHEET TITLEW0.0WATER COVER SHEETW1.0WATER PLAN AND PROFILEW2.0WATER NOTES AND DETAILSW2.1WATER NOTES AND DETAILSMETER TABLEMETERSIZEESTIMATEDELEVATIONPRESSUREZONEHIGH/LOWPRESSUREESTIMATEMINIMUMUSAGEESTIMATEDMAXIMUMUSAGEDOMESTIC2"TBDPZ 57849 / 580TBDDOMESTIC2"TBDPZ 57849 / 580TBDIRRIGATION2"TBDPZ 57849 / 580TBDNO FIRE SERVICES PROPOSEDW-0271 16" DI
W-0271 16" DI
W-0271 16" DIW-0269 12" DIW-0269 12" DIEXISTING FIRE HYDRANTEXISTINGFIREHYDRANTEXISTINGFIREHYDRANTEXISTINGFIREHYDRANT FIREHYDRANT FIRE HYDRANT241.4'708.9'244.3'232.0'EXISTING 2" WATER METERFOR CENTRAL KITCHEN(ACCOUNT 8425)EXISTING 1-1/2" WATERMETER FOR FOOD PREP(ACCOUNT 8426)5.10.2022
477LF 8"Ø DIP CL52N 123215.76E 1272327.621-8"x6" TEE (FLxMJ)1-6" GATE VALVE (FLxRJ)15 LF 6" DIP CL521-FH ASSY PER B-19-A-R1-THRUST BLOCK10LF 8"Ø DIP CL52N 123225.76E 1272327.811-8" ADAPTOR (FLxMJ)1-8" BLIND FLANGE1-THRUST BLOCK0+001+002+003+00BP: 0+00.00LEGENDFIRE HYDRANTMETER AS NOTEDGATE VALVETHRUST BLOCKINGFITTINGS AS NOTEDWATER MAIN PIPINGDOMESTIC WATER SERVICE1W2.12W2.14W2.13W2.04W2.03W2.04W2.01W2.04304354404450+00442.90
442.94
0+50443.10
443.09
1+00443.09
443.08
1+50443.07
443.07
2+00443.06
443.05
2+50443.05
443.04
3+00443.03 FINISHED GRADEEXISTING GRADEFINISHED GRADEEXISTING GRADE3' MIN COVER (TYP)10 LF 8" DI CL 52477 LF 8" DI CL 521-1/2" DOMESTICWATER SERVICE8"X6" FIRE HYDRANT TEE2" IRRIGATION SERVICE490373/22/2022 9:00:12 AMKnow what'sbelow.before you dig.CallRORIGINAL SHEET IS 24" x 36"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SCHOOLSFEDERAL WAY, WAPHASE 1 DESIGN03 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_LDJWATLAKEHAVEN PROJECT NO:THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITHLAKEHAVEN WATER & SEWER DISTRICT 'WATER SYSTEM ANDSEWER SYSTEM STANDARDS' APPROVED BY THE WASHINGTONSTATE OF HEALTH ON JUNE 8, 2994 AND ANY ADDENDA THERETO.ACCEPTABLE CONSTRUCTION METHODS AND/OR R.O.W.RESTORATION REQUIREMENTS FOR WORK PERFORMED IN R.O.WARE IDENTIFIED BY FEDERAL WAY AND MAY NOT BE SHOWN ONTHE PLANS APPROVED FOR CONSTRUCTION. CONSULT WITHLAKEHAVEN'S PROJECT INSPECTOR AND ANY APPLICABLE R.O.W.PERMIT FOR ACCEPTABLE CONSTRUCTION METHODS (OPENTRENCH, BORE & CASE, DIRECTIONAL DRILL, ETC.) AND EXTENTOF ASPHALT OVERLAY AND/OR OTHER RESTORATIONREQUIREMENTS FOR WORK IN R.O.W.W1.0WATER PLAN ANDPROFILESCALE IN FEET201002040VISITOR GRANDSTANDSMATCHLINE - REFER TO SHEET W1.1
N15' WATER EASEMENT10'RESTROOMS RESTROOMSN14TH AVENUE SPRIVATE DOMESTIC WATERSERVICE - 20LF 3"Ø DIP CL52DOMESTIC WATERPOINT-OF-CONNECTION. REFERTO MECHANICAL DRAWINGS FORCONTINUATION. BACKFLOWPREVENTION DEVICE LOCATEDINSIDE BUILDING.DOMESTIC WATERPOINT-OF-CONNECTION. REFER TOMECHANICAL DRAWINGS FORCONTINUATION. BACKFLOW PREVENTIONDEVICE LOCATED INSIDE BUILDING.3"Ø DOMESTIC SERVICECONNECTION TO EXISTING 16" DIPMAIN, 2" METER (BY LAKEHAVEN),METER SETTER, AND METER BOX1W2.0W-0271 16" DIHOME GRANDSTANDS
PRIVATE DOMESTIC WATERSERVICE FOR FIELD DRINKINGSTATIONS - 429LF 1-1/2"Ø PE2"Ø IRRIGATION SERVICE CONNECTION TO 8" DIP MAIN,2" METER (BY LAKEHAVEN), METER SETTER, AND METERBOX. REFER TO LANDSCAPE ARCHITECTURE DRAWINGSFOR CONTINUATION.1W2.0FIELD DRINKING STATION - REFER TOLANDSCAPE ARCHITECTURE DRAWINGS.FIELD DRINKING STATION - REFER TOLANDSCAPE ARCHITECTURE DRAWINGS.PRIVATE DOMESTIC WATERSERVICE - 110LF 2"Ø PEMATCHLINE - REFER TO SHEET W1.1
5.10.2022
N 122497.71E 1272314.09CONNECT TO EXISTING12" DIP WATER MAIN1-12" WET TAP TEE1-12" GATE VALVE (FLxMJ)1-THRUST BLOCK241 LF 12"Ø DIP CL52N 122739.00E 1272318.631-12"x6" TEE (FLxFL)1-6" GATE VALVE (FLxRJ)14 LF 6" DIP CL521 FH ASSY PER B-19-A-R1-12"x8" REDUCER (FLxMJ)1-12" ADAPTOR (FLxMJ)477LF 8"Ø DIP CL52CONTRACTOR SHALLPOTHOLE AND FIELD VERIFYLOCATION AND DEPTH OFEXISTING WATER MAIN PRIORTO CONSTRUCTION. NOTIFYENGINEER IF EXISTINGCONDITIONS CONFLICT WITHPROPOSED DESIGN.DOMESTIC WATERPOINT-OF-CONNECTION. REFERTO MECHANICAL DRAWINGS FORCONTINUATION. BACKFLOWPREVENTION DEVICE LOCATEDINSIDE BUILDING.4+005+006+007+007+48EP: 7+48.18
LEGENDFIRE HYDRANTMETER AS NOTEDGATE VALVETHRUST BLOCKINGFITTINGS AS NOTEDWATER MAIN PIPINGDOMESTIC WATER SERVICE1W2.12W2.14W2.13W2.04W2.03W2.04W2.01W2.0430435440445443.033+50443.03443.024+00443.08443.134+50443.28443.355+00443.37
443.02
5+50442.63
442.23
6+00441.83
441.43
6+50441.03
440.63
7+00439.86
7+48.18PROPERTY
LINE
SOUTH308THSTREETFINISHED GRADEEXISTING GRADEFINISHED GRADEEXISTING GRADE3' MIN COVER (TYP)477 LF 8" DI CL 52241 LF 8" DI CL 52CONNECT TOEXISTING WATER MAINEXISTING 15" STORM PIPETOP: 435.64±PROPOSED 6" STORM PIPEBOT: 440.80±8"X6" FIRE HYDRANT TEE490373/22/2022 9:00:12 AMKnow what'sbelow.before you dig.CallRORIGINAL SHEET IS 24" x 36"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SCHOOLSFEDERAL WAY, WAPHASE 1 DESIGN03 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_LDJWATLAKEHAVEN PROJECT NO:THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITHLAKEHAVEN WATER & SEWER DISTRICT 'WATER SYSTEM ANDSEWER SYSTEM STANDARDS' APPROVED BY THE WASHINGTONSTATE OF HEALTH ON JUNE 8, 2994 AND ANY ADDENDA THERETO.ACCEPTABLE CONSTRUCTION METHODS AND/OR R.O.W.RESTORATION REQUIREMENTS FOR WORK PERFORMED IN R.O.WARE IDENTIFIED BY FEDERAL WAY AND MAY NOT BE SHOWN ONTHE PLANS APPROVED FOR CONSTRUCTION. CONSULT WITHLAKEHAVEN'S PROJECT INSPECTOR AND ANY APPLICABLE R.O.W.PERMIT FOR ACCEPTABLE CONSTRUCTION METHODS (OPENTRENCH, BORE & CASE, DIRECTIONAL DRILL, ETC.) AND EXTENTOF ASPHALT OVERLAY AND/OR OTHER RESTORATIONREQUIREMENTS FOR WORK IN R.O.W.W1.1WATER PLAN ANDPROFILESCALE IN FEET201002040STORAGECONTAINERNRESTROOMS AND LOCKER ROOMSTICKET BOOTHS 308TH STREET
MATCHLINE - REFER TO SHEET W1.0VISITOR GRANDSTANDS
W-0269 12" DI 15' WATER EASEMENT10'3"Ø DOMESTIC SERVICECONNECTION TO EXISTING 8" DIPMAIN, 2" METER (BY LAKEHAVEN),METER SETTER, AND METER BOX1W2.01-1/2"Ø DOUBLECHECK VALVEASSEMEBLY2W2.0PRIVATE DOMESTIC WATERSERVICE - 59LF 3"Ø DIP CL52PRIVATEDOMESTIC WATERSERVICE FORFIELD DRINKINGSTATIONS - 429LF1-1/2"Ø PEMATCHLINE - REFER TO SHEET W1.0
5.10.2022
490373/22/2022 9:00:12 AMKnow what'sbelow.before you dig.CallRORIGINAL SHEET IS 24" x 36"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SCHOOLSFEDERAL WAY, WAPHASE 1 DESIGN03 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_LDJWATLAKEHAVEN PROJECT NO:THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITHLAKEHAVEN WATER & SEWER DISTRICT 'WATER SYSTEM ANDSEWER SYSTEM STANDARDS' APPROVED BY THE WASHINGTONSTATE OF HEALTH ON JUNE 8, 2994 AND ANY ADDENDA THERETO.ACCEPTABLE CONSTRUCTION METHODS AND/OR R.O.W.RESTORATION REQUIREMENTS FOR WORK PERFORMED IN R.O.WARE IDENTIFIED BY FEDERAL WAY AND MAY NOT BE SHOWN ONTHE PLANS APPROVED FOR CONSTRUCTION. CONSULT WITHLAKEHAVEN'S PROJECT INSPECTOR AND ANY APPLICABLE R.O.W.PERMIT FOR ACCEPTABLE CONSTRUCTION METHODS (OPENTRENCH, BORE & CASE, DIRECTIONAL DRILL, ETC.) AND EXTENTOF ASPHALT OVERLAY AND/OR OTHER RESTORATIONREQUIREMENTS FOR WORK IN R.O.W.W2.0WATER NOTES ANDDETAILS1NOT TO SCALEWATER SERVICE CONNECTION2NOT TO SCALEDOUBLE CHECK VALVE ASSEMBLY4NOT TO SCALEPAVEMENT REPAIR3NOT TO SCALESTANDARD TRENCH5.10.2022
490373/22/2022 9:00:12 AMKnow what'sbelow.before you dig.CallRORIGINAL SHEET IS 24" x 36"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SCHOOLSFEDERAL WAY, WAPHASE 1 DESIGN03 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_LDJWATLAKEHAVEN PROJECT NO:THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITHLAKEHAVEN WATER & SEWER DISTRICT 'WATER SYSTEM ANDSEWER SYSTEM STANDARDS' APPROVED BY THE WASHINGTONSTATE OF HEALTH ON JUNE 8, 2994 AND ANY ADDENDA THERETO.ACCEPTABLE CONSTRUCTION METHODS AND/OR R.O.W.RESTORATION REQUIREMENTS FOR WORK PERFORMED IN R.O.WARE IDENTIFIED BY FEDERAL WAY AND MAY NOT BE SHOWN ONTHE PLANS APPROVED FOR CONSTRUCTION. CONSULT WITHLAKEHAVEN'S PROJECT INSPECTOR AND ANY APPLICABLE R.O.W.PERMIT FOR ACCEPTABLE CONSTRUCTION METHODS (OPENTRENCH, BORE & CASE, DIRECTIONAL DRILL, ETC.) AND EXTENTOF ASPHALT OVERLAY AND/OR OTHER RESTORATIONREQUIREMENTS FOR WORK IN R.O.W.W2.1WATER NOTES ANDDETAILS1.THE CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OFSTATE AND LOCAL HEALTH AUTHORITIES.2.THE ROAD AND STRUCTURE LOCATIONS SHOWN ARE APPROXIMATE ANDINTENDED TO SHOW THE RELATIVE LOCATION OF THE PROPOSED WATERSYSTEM ONLY.3.ALL LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND IT SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACTLOCATION TO AVOID DAMAGE OR DISTURBANCE.4.ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE CEMENT LINED.5.THE MINIMUM COVER FOR WATER MAINS SHALL BE 3' AND SHALL BEMAINTAINED AT ALL POINTS.6.ALL FIRE HYDRANT SHALL INCLUDE AN APPROVED 5" STORZ ADAPTER ONTHE PUMPER PORT.7.GATE VALVES SHALL BE RESILIENT-SEATED GATE VALVES CONFORMINGTO AWWA C-509. ALL EXISTING VALVES SHALL BE PRESSURE TESTED BYTHE CONTRACTOR PRIOR TO CONNECTION.8.ALL CUTTING, TAPPING, REMOVAL AND DISPOSAL OF ASBESTOS CEMENTPIPE SHALL BE IN CONFORMANCE WITH THE CURRENT POLICIES ANDPROCEDURES OF THE WASHINGTON STATE DEPARTMENT OF HEALTH,THE PUGET SOUND AIR POLLUTION CONTROL AGENCY AND OTHERPUBLIC OFFICES WITH JURISDICTION IN THIS MATTER.9.CONTRACTOR SHALL COORDINATE AND PROVIDE ALL THE NECESSARYPOWER/FIRE SYSTEM MONITORING WIRING.10.CONTRACTOR SHALL PROVIDE GRAVITY DRAIN OR SUMP PUMP ANDFORCEMAIN DRAIN TO ALL VAULTS. COORDINATE POWER FOR SUMPPUMP AS REQUIRED.WATER NOTES: 1NOT TO SCALEHYDRANT SETTING TYPE A2NOT TO SCALEHYDRANT LOCATION3NOT TO SCALEVALVE BOX APPURTENANCES4NOT TO SCALECONCRETE THRUST BLOCKING5.10.2022
ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_5/10/2022 1:31:18 PM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRCSEHLANDSCAPE NOTESABVABOVEADJADJACENTALTALTERNATEALNALIGNAPPRXAPPROXIMATEARCHARCHITECTURALASPHASPHALTASTMAMERICAN SOCIETY FOR TESTING ANDMATERIALSBLDGBUILDINGBOBY OTHERSBOTBOTTOMBSBOTH SIDESCBCATCH BASINCICAST IRONCLCENTERLINECLRCLEARCMUCOCLEAN OUTCONCRETE MASONRY UNITCOLCOLUMNCONCCONCRETECONSTCONTCONTINUOUSCONSTRUCTIONCTRCENTERDBLDOUBLEDEMODETDETAILDEMOLISH / DEMOLITIONDIADIMDIMENISIONDIAMETERDSDOWNSPOUTEAEACHEJEXPANSION JOINTELECELECTRICALELEVELEVATIONENCLENCLOSUREEQUIPEQUIPMENTEWEACH WAYEXISTEXISTINGFBOFURNISHED BY OWNERFOCFACE OF CONCRETEFTGFOOTINGFURNFURNITURE/ FURNISHEDGAGAUGEGALVGALVANIZEDGCGENERAL CONTRACTORGNDGROUNDHORHORIZONTALHRHOURHT/HHVACHEATING, VENTILATING & AIR CONDITIONINGHEIGHT / HIGHIDINSIDE DIAMETERINFOINFORMATIONINTINTERIORMASMASONRYMATMATERIALMAXMAXIMUMMECHMEDMEDIUMMECHANICALMET/MTLMETALMFRMANUFACTURERMHMINMINUMUMMANHOLEMISCMISCELLANEOUSMIXMIXTURENN/ANOT APPLICABLENORTHNONUMBERNOMNTSNOT TO SCALENOMINALNICNOT IN CONTRACTOCON CENTERODOUTSIDE DIAMETEROHOVERHEADINCLINCLUDINGPCPORTLAND CEMENT/PRECAST CONCRETEPOLYPOLYETHYLENEPTPRESSURE TREATEDPVCPOLYVINYL CHLORIDEQUALQUALITYRAD/rRADIUSRDROOF DRAINREBARREINFORCING BARREQDREVREVISE / REVISIONSCHSCHEDULESECTSECTIONSPECSQSQUARESPECIFICATIONSTSTONESTASTATIONSTDSTANDARDSTLSTEELSYMSYMMETRICALSHTSHEETSTRUCTSTRUCTURALTEMPTEMPORARYTOCTOP OF CONCRETETOSTOP OF SLAB/ STEELTOW/TWTOP OF WALLTYPTYPICALTHKTHICKNESSUNOUNLESS NOTED OTHERWISEV(V)VERIFYVENT / VOLT/ VALVEVERTVERTICALVOLVOLUMEREFREFER OR REFERENCESSSANITARY SEWER / STAINLESS STEELTTREAD / THICKTCTOP OF CURBREINFREMREMOVEREINFORCED / REINFORCINGREPLREQUIREDREPLACEXFMRTRANSFORMERCFCICONTRACTOR FURNISHED CONTRACTOR INSTALLEDBMBENCH MARKCJCONTROL JOINTGVGATE VALVEFGFINISH GRADEFSFINISHED SURFACEDWGDRAWINGFDCFIRE DEPARTMENT CONNECTIONPLPROPERTY LINECPCOORDINATES POINT / CENTER POINTSDSTORM DRAINS/WSIDEWALK&AND<@ATANGLE#NUMBERCENTERLINEPROPERTY LINEPLUS OR MINUSROWRIGHT-OF-WAY LINE℄⅊DIAMETER∅±BIOBIO-INFILTRATIONCIPCCAST-IN-PLACE CONCRETEEOPEDGE OF PAVEMENTFOWFACE OF WALLCALCALIPERDBHDIAMETER AT BREAST HEIGHTQTYQUANTITYPAPLANTING AREAABBREVIATIONSMATCHLINEPROJECT LIMIT / LIMITS OF WORKPROPERTY LINE / RIGHT-OF-WAYBUILDING SETBACKCENTER LINEOVERHEAD BUILDING OR CANOPYEXISTING STRUCTUREPROPOSED STRUCTUREGENERAL SYMBOLS LEGENDAREA OF ENLARGEMENTDETAIL REFERENCEELEVATIONSECTIONALIGN (FACES OR EDGES)BREAK LINEREVISION NUMBERREVISION CLOUDGRAPHIC SYMBOLS LEGENDSHEET LISTCODE SUMMARY TABLES1ALIGN00XX00XX00XXFEDERAL WAYREVISED CODECALCULATIONSREQUIREDPROVIDEDTREE RETENTION (19.120.130)NO TREESPROPOSED FORREMOVALNANANATREE DENSITY (19.120.130 (2))MINIMUM TREEDENSITY IN ACOMMUNITYBUSINESS ZONE8.7 (ACRE LOT SIZE)X 20 (TREE UNITSPER ACRE) = 174174 TREE UNITS 167 (EXISTING UNITSTO BE RETAINED) +68 (PROPOSEDUNITS) = 235 TREEUNITSTREE ORDINANCE CODE SUMMARY TABLEPLANTING CODE SUMMARY TABLE1.PLANTING SHALL CONFORM TO ALL CITY OF FEDERAL WAY CODE REQUIREMENTS, INCLUDINGPRESERVATION OF ADEQUATE INTERSECTION SIGHT DISTANCE LINES/ TRIANGULAR AREAS.2.CONTRACTOR SHALL VERIFY ON-SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION.3.INSTALL AUTOMATIC UNDERGROUND IRRIGATION SYSTEM AS SPECIFIED IN ALL NEW ANDRENOVATED LANDSCAPE AREAS.4.THE CONTRACTOR AND OWNER ARE RESPONSIBLE FOR READING THE PLANS, SPECIFICATIONS ANDNOTES.5.THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. ANYPLANT MATERIAL QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR. ACTUALNUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. THE CONTRACTORSHALL BE RESPONSIBLE FOR COUNTING THE TOTAL NUMBER OF PLANTS INDICATED ON THE PLANSAND ESTIMATING GROUNDCOVER QUANTITIES.6.THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER OR FIELD GROWN TREES, SHRUBSAND GROUNDCOVERS, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTEDGROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OFALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING ANDGUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIRARRIVAL AT THE SITE.L0.0LANDSCAPE COVER SHEETL0.1TREE AND VEGETATION RETENTION PLANL1.0OVERALL SITE PLANL1.1MATERIALS PLANL1.2MATERIALS PLANL1.3MATERIALS PLANL2.1PLANTING PLANL2.2PLANTING PLANL2.3PLANTING PLANL2.4PLANTING SCHEDULEL2.5PLANTING DETAILSL3.0SOIL PREPARATION PLANL4.1IRRIGATION PLANL4.2IRRIGATION PLANL4.3IRRIGATION PLANL4.4IRRIGATION DETAILSL4.5IRRIGATION SCHEDULEFEDERAL WAY REVISED CODECALCULATIONSREQUIREDPROVIDED19.125.040 (6) MIN. 25%DROUGHT-TOLERANT (DT)SPECIES, EXCLUDING LAWNAREASTREES: 53 OF 68 ARE DTSHRUBS / GC: 6984 OF 7318 ARE DTTREES: 25%SHRUBS / GC: 25%TREES: 78%SHRUBS / GC: 95%19.125.040 (22) SCREENING OFBLANK BUILDING WALLSTWO LOCATION EXCEEDING 240SF OFBLANK BUILDING WALLS. SEE SHEETL2.0 & L2.1 FOR EXACT LOCATIONSCREENED BYLANDSCAPINGSCREEN BUILDINGUSING VINES ANDGROUNDCOER19.125.060 (6)(B) PERIMETERLANDSCAPE BUFFER - TYPE 1/ RESIDENTIAL SCREENINGINFILL, AS NOTED IN PRE-APP FILE#22-101129-00-PCINFILL, AS NOTED INPRE-APP FILE#22-101129-00-PC13 EVERGREENTREES19.115.060 (2) FACADELANDSCAPE SCREENING8' WIDE TYPE II, AS NOTED IN PRE-APPFILE #22-101129-00-PC8' WIDE TYPE II10' WIDE TYPE II19.125.060 (6)(a) PERIMETERLANDSCAPE BUFFER - TYPE III/ PARKING SCREENINGINFILL, AS NOTED IN PRE-APP FILE#22-101129-00-PCINFILL, AS NOTED INPRE-APP FILE#22-101129-00-PC6 EVERGREENTREES, 1951 SFVEGETATION19.125.070 INTERIOR PARKINGLOT LANDSCAPING22 SF LANDSCAPING X 140 STALLS =3080 SF3080 SF3594 SFCSEHL0.0LANDSCAPECOVER SHEET05/10/2022
CCCCCCCCCCCCCCCCCSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGC1G0002304005402030 G13200405004020301G10GORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_5/10/2022 1:31:30 PM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRCSEHGRAPHIC SCALE04080 FEET1" = 40 FEET20LEGENDEXISTING TREE TO REMAINEXISTING VEGETATION TO REMAINLIMIT OF WORK, SEE CIVILASPHALT PAVEMENT, SEE CIVILEXISTING CONTOURSPROPOSED CONTOURS, SEE CIVILEXISTING BUILDINGSOUTH 308TH STREETVISITOR GRANDSTAND
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PROPERTY LINEPROPERTY LINENOTES1.SEE ARBORIST REPORT: TREE INVENTORY- MEMORIAL FIELD, TREE RESOURCE, FEBRUARY 26, 2022.2.REFER TO L2.1 - L2.5 FOR PLANTING PLANTP 9"TP 15"TP 7"PM 21"PM 54"PM 26"PM 22"PM 16"PM 26"SPECIES DBHELEVATIONFENCING/ROOT PROTECTION1.FENCING TO BE PROVIDED AND MAINTAINED AT CANOPY DRIP LINE.2.TREE PROTECTION FENCE SHOULD BE MAINTAINED THROUGHOUTGRADING AND CONSTRUCTION AND SHALL NOT BE REMOVED UNTILFINAL ACCEPTANCE.3.ALL BRUSH CLEANUP WITHIN DRIP LINE SHOULD BE COMPLETED BYHAND TO PREVENT DISTURBANCE OF NATIVE GROUND COVERS.4.NO WIRES, CABLES, OR OTHER DEVICES SHALL BE ATTACHED TOPROTECTED TREES DURING CONSTRUCTION.5.CONTRACTOR SHALL REFER TO PLANS AND SPECIFICATIONS FORADDITIONAL INFORMATION.TRENCHING/EXCAVATIONCRITICAL ROOT ZONE1.NO DISTURBANCE ALLOWED WITHOUT SITE-SPECIFIC INSPECTIONAND APPROVAL OF METHODS TO MINIMIZE ROOT DAMAGE.DRIP LINE1.LANDSCAPE ARCHITECT'S APPROVAL REQUIRED FOR USE/ACCESSWITHIN DRIP LINE.2.NO SOIL DISTURBANCE OR ACTIVITY ALLOWED WITHIN FENCEDAREAS, SUCH AS MATERIAL STORAGE/STOCKPILING, PARKING,EXCAVATION, DUMPING OR WASHING.3. ANY TRENCHING SUBJECT TO FIELD INSPECTION AND APPROVALBY LANDSCAPE ARCHITECT.FEEDER ROOT ZONE1.OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING OFMATERIALS SUBJECT TO LANDSCAPE ARCHITECT'S APPROVAL.2.MINIMIZE TRENCH WIDTH WHEN USING HEAVY EQUIPMENT.SURFACE PROTECTION* MEASURES MAY BE REQUIRED.3.LIMIT ANY DISTURBANCE TO MAXIMUM 1/3 OF FEEDER ROOT ZONE.4.IF ROOTS GREATER THAN 2 INCH FOUND OUTSIDE OF FENCING,PROTECT BY HAND EXCAVATION AND, IF NECESSARY, CUTCLEANLY AND KEEP MOIST.5.USE 3 INCHES OR DEEPER WOOD CHIP MULCH OUTSIDE FENCEDAREAS TO PROTECT FEEDER ROOTS.*SURFACE PROTECTION MEASURES6-8" MULCH LAYER, 3/4"PLYWOOD, OR STEEL PLATESDRIP LINE4'-0"CRITICAL ROOT ZONEDIA=1/2XDIA=XFEEDER ROOT ZONEWOOD POST 8' OCMAX SPACING.INSTALL AT A MIN.OF 2'-0" BELOWGRADE.ORANGE VINYLDIAMOND MESHCONSTRUCTIONFENCING, TYP.DIA=2XUSE 8" WIRE 'U' TOSECURE FENCEBOTTOM, TYP.TREE PROTECTION DETAIL3/16" = 1'-0"1DETAIL-FILECSEHL0.1TREE ANDVEGETATIONRETENTION PLAN05/10/2022
CCCCCCCCCCCCCCCCCSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGC1G0002304005402030 G13200405004020301G10GORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_5/10/2022 1:31:41 PM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRL1.1L2.1L3.0L4.1L1.2L2.2L3.0L4.2L1.3L2.3L3.0L4.3GRAPHIC SCALE04080 FEET1" = 40 FEET20MATCHLINEMATCHLINEEXISTINGBUILDINGSOUTH 308TH STREETVISITOR GRANDSTAND
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PROPERTY LINE
PROPERTY LINECSEHL1.0OVERALLSITE PLAN05/10/2022
1G0002340050 G132000504
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VISITOR GRANDSTAND
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RESTROOMS AND
TICKET BOOTH
PROPERTY LINEEXISTING DETENTION POND CELL
REDEVELOPEDATHLETIC FIELDAND TRACKGRAPHIC SCALE02040 FEET1" = 20 FEET10MATCHLINE - SEE SHEET L1.2ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_5/10/2022 1:31:43 PM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRPAPAPACONNECT NEW FENCE TO EXISTINGPAPA20'-0"
12'-0"
8'-0"8'-0"SLIDING GATE,TYP.PAPAPA12'-0"LEGENDEXISTING CONTOURSPROPOSED CONTOURSEXISTING TREES TO REMAINLIMIT OF WORK, SEE CIVILCONCRETE PAVEMENT, SEE CIVILASPHALT PAVEMENT, SEE CIVILEXISTING GRAVEL TRAIL TO BE RESTOREDEXISTING TRACK & D-ZONE AREA TO BE RESURFACEDNEW TRACK AREAEXISTING SYNTHETIC FIELD AREA TO RE RESURFACEDCHAINLINK FENCE - 4' HT (BLACK VINYL COATED)CHAINLINK FENCE - 8' HT (BLACK VINYL COATED)ORNAMENTAL FENCE - 8' HTCONCRETE CURBPLANTING AREAPA1
2
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0
"EXISTING SLOT DRAINTO REMAIN, TYP.BOLLARDS, TYP.SEE CIVIL.TRANSITION ZONE, TYP.5'-0"BALL STOP NETTINGEXISTING TRENCHDRAIN TO REMAIN, TYP.PAPACSEHL1.1MATERIALS PLAN05/10/2022
005402034 050020301G10G
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RESTROOMS AND
CONCESSIONS
RESTROOM AND
CONCESSIONS
PROPERTY LINE
STORAGE CONTAINER
EXISTING DETENTION POND CELLORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_5/10/2022 1:31:45 PM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRMATCHLINE - SEE SHEET L1.3MATCHLINE - SEE SHEET L1.1GRAPHIC SCALE02040 FEET1" = 20 FEET10PAPAPAPAPAPAPAPAPA20'-0"12
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0
"20'-0"12'-0"
20'-0"
20'-0"4'-0"4'-0"8'-0"8'-0"4'-0"4'-0"20'-0"
20'-0"8'-0"8'-0"PAPAPALEGENDEXISTING CONTOURSPROPOSED CONTOURSEXISTING TREES TO REMAINLIMIT OF WORK, SEE CIVILCONCRETE PAVEMENT, SEE CIVILASPHALT PAVEMENT, SEE CIVILEXISTING GRAVEL TRAIL TO BE RESTOREDEXISTING TRACK & D-ZONE AREA TO BE RESURFACEDNEW TRACK AREAEXISTING SYNTHETIC FIELD AREA TO RE RESURFACEDCHAINLINK FENCE - 4' HT (BLACK VINYL COATED)CHAINLINK FENCE - 8' HT (BLACK VINYL COATED)ORNAMENTAL FENCE - 8' HTCONCRETE CURBPLANTING AREAPAEXISTING SLOT DRAINTO REMAIN, TYP.TRANSITION ZONE, TYP.5'-0"BALL STOP NETTINGEXISTING TRENCHDRAIN TO REMAIN, TYP.BOLLARDS, TYP.SEE CIVIL.4'-0"PAWASTE SCREENING20'-0"20'-0"CSEHL1.2MATERIALS PLAN05/10/2022
CCCCCCCCCCCCCCCCCSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGCSOUTH 308TH STREETEXISTING BUILDING14TH AVE SOUTH
PROPERTY LINEPROPERTY LINEORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_5/10/2022 1:31:47 PM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRCSEHMATCHLINE - SEE SHEET L1.2GRAPHIC SCALE02040 FEET1" = 20 FEET10PAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPALEGENDEXISTING CONTOURSPROPOSED CONTOURSEXISTING TREES TO REMAINLIMIT OF WORK, SEE CIVILCONCRETE PAVEMENT, SEE CIVILASPHALT PAVEMENT, SEE CIVILEXISTING GRAVEL TRAIL TO BE RESTOREDEXISTING TRACK & D-ZONE AREA TO BE RESURFACEDNEW TRACK AREAEXISTING SYNTHETIC FIELD AREA TO RE RESURFACEDCHAINLINK FENCE - 4' HT (BLACK VINYL COATED)CHAINLINK FENCE - 8' HT (BLACK VINYL COATED)ORNAMENTAL FENCE - 8' HTCONCRETE CURBPLANTING AREAPAPAPAPACSEHL1.3MATERIALS PLAN05/10/2022
VINES (8)1G0002340050 G132000504
14TH AVE SOUTH
VISITOR GRANDSTAND
HOME GRANDSTAND
RESTROOMS AND
TICKET BOOTH
PROPERTY LINEEXISTING DETENTION POND CELL
REDEVELOPEDATHLETIC FIELDAND TRACK15'-0" TYPE I INFILLSCREENING(19.125.060 (6)(B))10'-6" TYPE IIFACADESCREENING(19.115.060 (2))SCREENED BLANKBUILDING WALL PERFWMC 19.125.040 (22)ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_5/10/2022 2:01:04 PM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRCSEHGRAPHIC SCALE02040 FEET1" = 20 FEET10MATCHLINE - SEE SHEET L2.1LEGENDEXISTING TREES TO REMAINEXISTING VEGETATION TO REMAINLIMIT OF WORK, SEE CIVILCONCRETE PAVEMENT, SEE CIVILEXISTING GRAVEL TRAIL TO BE RESTOREDEXISTING CONTOURSPROPOSED CONTOURSCSEHL2.1PLANTING PLAN05/10/2022
VINES (10)209.8 SF TYP.310.7 SF73.67 SF102.0 SF153.4 SF005402034 050020301G10G
14TH AVE SOUTH
VISITOR GRANDSTAND
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RESTROOMS AND
CONCESSIONS
RESTROOM AND
CONCESSIONS
PROPERTY LINE
STORAGE CONTAINER
EXISTING DETENTION POND CELL15'-0" TYPE I INFILLSCREENING(19.125.060 (6)(B))10'-0" TYPE IIFACADESCREENING(19.115.060 (2))10'-0"5'-0" TYPE I TRASHENCLOSURESCREENING(19.125.040 (2)(4)(5))SCREENED BLANKBUILDING WALL PERFWMC 19.125.040 (22)ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_5/10/2022 2:01:05 PM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRCSEHMATCHLINE - SEE SHEET L2.2MATCHLINE - SEE SHEET L2.0GRAPHIC SCALE02040 FEET1" = 20 FEET10LEGENDEXISTING TREES TO REMAINEXISTING VEGETATION TO REMAINLIMIT OF WORK, SEE CIVILCONCRETE PAVEMENT, SEE CIVILEXISTING GRAVEL TRAIL TO BE RESTOREDEXISTING CONTOURSPROPOSED CONTOURSCSEHCSEHL2.2PLANTING PLAN05/10/2022
270 SF200.9 SF209.8 SF TYP.85.65 SF89.86 SF89.88 SF107.9 SF156.2 SF153.2 SF310.7 SF102.0 SF252.2 SF153.4 SFCCCCCCCCCCCCCCCCCSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGCSOUTH 308TH STREETEXISTING BUILDING14TH AVE SOUTH
PROPERTY LINEPROPERTY LINE9'-5" TYPE III INFILLSCREENING(19.125.060 (6)(a))15'-0" TYPE I INFILLSCREENING(19.125.060 (6)(B))ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_5/10/2022 2:01:06 PM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRCSEHMATCHLINE - SEE SHEET L2.1GRAPHIC SCALE02040 FEET1" = 20 FEET10LEGENDEXISTING TREES TO REMAINEXISTING VEGETATION TO REMAINLIMIT OF WORK, SEE CIVILCONCRETE PAVEMENT, SEE CIVILEXISTING GRAVEL TRAIL TO BE RESTOREDEXISTING CONTOURSPROPOSED CONTOURSNOTES1.PLANTING SHALL CONFORM TO ALL CITY OF FEDERAL WAY CODE REQUIREMENTS, INCLUDINGPRESERVATION OF ADEQUATE INTERSECTION SIGHT DISTANCE LINES/ TRIANGULAR AREAS.2.CONTRACTOR SHALL VERIFY ON-SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION.3.INSTALL AUTOMATIC UNDERGROUND IRRIGATION SYSTEM AS SPECIFIED IN ALL NEW ANDRENOVATED LANDSCAPE AREAS.4.THE CONTRACTOR AND OWNER ARE RESPONSIBLE FOR READING THE PLANS, SPECIFICATIONS ANDNOTES.5.THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. ANYPLANT MATERIAL QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR. ACTUALNUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. THE CONTRACTORSHALL BE RESPONSIBLE FOR COUNTING THE TOTAL NUMBER OF PLANTS INDICATED ON THE PLANSAND ESTIMATING GROUNDCOVER QUANTITIES.6.THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER OR FIELD GROWN TREES, SHRUBSAND GROUNDCOVERS, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTEDGROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OFALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING ANDGUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIRARRIVAL AT THE SITE.CSEHCSEHL2.3PLANTING PLAN05/10/2022
TREESQTYBOTANICAL NAMECOMMON NAMECALDROUGHT TOLERANT4ACER RUBRUM `ARMSTRONG`ARMSTRONG RED MAPLE1.5" CAL-5ACER TRUNCATUM X PLATANOIDES 'JFS-KW187' TMURBAN SUNSET MAPLE1.5" CALYES3AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE``AUTUMN BRILLIANCE` SERVICEBERRY6` HT MIN. MULTI-TRUNK-4CALOCEDRUS DECURRENSINCENSE CEDAR6` HT MIN.YES2CERCIDIPHYLLUM JAPONICUMKATSURA TREE1.5" CALYES24GLEDITSIA TRIACANTHOS INERMISTHORNLESS HONEY LOCUST1.5" CALYES2MAGNOLIA GRANDIFLORA 'VICTORIA'VICTORIA SOUTHERN MAGNOLIA6` HT MIN-4PSEUDOTSUGA MENZIESIIDOUGLAS FIR6` HT MIN.YES1QUERCUS GARRYANAOREGON WHITE OAK1.5" CALYES4THUJA PLICATAWESTERN RED CEDAR6` HT MIN.YES9THUJA PLICATA 'HOGAN'HOGAN WESTERN RED CEDAR6` HT MINYES6XANTHOCYPARIS NOOTKATENSIS 'PENDULA'WEEPING NOOTKA CYPRESS6` HT MIN.-SHRUBSQTYBOTANICAL NAMECOMMON NAMECONTDROUGHT TOLERANT18VINES9CLEMATIS ARMANDIIEVERGREEN CLEMATIS1 GAL-9PARTHENOCISSUS HENRYANASILVERVEIN CREEPER1 GAL-SHRUB AREASQTYBOTANICAL NAMECOMMON NAMECONTDROUGHT TOLERANT20,474 SFSHRUB & GROUNDCOVER PLANTING13ARBUTUS UNEDOSTRAWBERRY TREE MULTI-TRUNK6` HT MIN. MULTI-TRUNKYES205ARCTOSTAPHYLOS UVA-URSIKINNIKINNICK1 GALYES568CAREX OBNUPTASLOUGH SEDGE4" POTYES119CORNUS STOLONIFERA `ARCTIC FIRE`ARCTIC FIRE DOGWOOD2 GALYES205FRAGARIA CHILOENSISBEACH STRAWBERRY1 GALYES119HOLODISCUS DISCOLOROCEAN-SPRAY2 GALYES142HYDRANGEA QUERCIFOLIA `PEE WEE`OAKLEAF HYDRANGEA2 GAL-142LONICERA PILEATAPRIVET HONEYSUCKLE2 GALYES80MAHONIA AQUIFOLIUM 'COMPACTA'COMPACT OREGON GRAPE1 GALYES142NANDINA DOMESTICA `GULF STREAM` TMHEAVENLY BAMBOO2 GALYES80PINUS MUGO 'COMPACTA'DWARF MUGO PINE2 GAL.-142POLYSTICHUM MUNITUMWESTERN SWORD FERN1 GALYES80PRUNUS LAUROCERASUS 'MT VERNON'MT. VERNON LAUREL2 GALYES320RHUS AROMATICA 'GRO-LOW'GRO-LOW FRAGRANT SUMAC1 GALYES80SPIRAEA JAPONICA `MAGIC CARPET`MAGIC CARPET SPIREA2 GAL-80SYMPHORICARPOS ALBUSSNOWBERRY3 GALYES80VACCINIUM OVATUMEVERGREEN HUCKLEBERRY2 GALYES1,951 SFTYPE 3 PERIMETER INFILL PLANTING57MAHONIA AQUIFOLIUM 'COMPACTA'COMPACT OREGON GRAPE1 GALYES57NANDINA DOMESTICA `GULF STREAM` TMHEAVENLY BAMBOO2 GALYES32PINUS MUGO 'COMPACTA'DWARF MUGO PINE2 GAL.-127RHUS AROMATICA 'GRO-LOW'GRO-LOW FRAGRANT SUMAC1 GALYES387 SFTYPE 1 BUFFER INFILL PLANTING2ARBUTUS UNEDOSTRAWBERRY TREE MULTI-TRUNK6` HT MIN. MULTI-TRUNKYES17ARCTOSTAPHYLOS UVA-URSIKINNIKINNICK1 GALYES17FRAGARIA CHILOENSISBEACH STRAWBERRY1 GALYES12POLYSTICHUM MUNITUMWESTERN SWORD FERN1 GALYES7,349 SFGRASS AND WILDFLOWER SEED MIXYES7,349 SF-3,040 SFDETENTION POND ZONE 13,040 SFJUNCUS ACUMINATUSSHARP-FRUITED RUSHHYDROSEEDYES198JUNCUS ENSIFOLIUSSWORDLEAF RUSHBARE ROOTYES198SCIRPUS ACUTUSHARDSTEM BULRUSHBARE ROOTYES198SCIRPUS MICROCARPUSSMALL-FRUITED BULRUSHBARE ROOTYES10,770 SFDETENTION POND ZONE 2336CAREX OBNUPTASLOUGH SEDGEBARE ROOTYES91CORNUS SERICEA 'KELSEYI'KELSEYI DWARF RED-OSIER DOGWOOD2 GALYES647IRIS TENAXOREGON IRIS1 GALYES647JUNCUS PATENS `ELK BLUE`SPREADING RUSH1 GALYES84MYRICA PENSYLVANICANORTHERN BAYBERRYBARE ROOTYES91PANICUM VIRGATUMSWITCH GRASS2 GALYES336SPIRAEA DOUGLASIIWESTERN SPIREABARE ROOTYES84SYMPHORICARPOS ALBUSSNOWBERRY3 GALYES4,929 SFDETENTION POND ZONE 3141ACHILLEA MILLEFOLIUMCOMMON YARROW1 GALYES6ARBUTUS UNEDOSTRAWBERRY TREE MULTI-TRUNK6` HT MIN. MULTI-TRUNKYES141ARBUTUS X `MARINA`ARBUTUS MULTI-TRUNK24" HT MIN.YES91ARCTOSTAPHYLOS UVA-URSIKINNIKINNICK1 GALYES274CAMASSIA QUAMASHSMALL CAMASBULBYES36DICENTRA FORMOSAWESTERN BLEEDING-HEART3 GALYES63LONICERA PILEATAPRIVET HONEYSUCKLE2 GALYES63MAHONIA AQUIFOLIUM 'COMPACTA'COMPACT OREGON GRAPE1 GALYES23PHYSOCARPUS OPULIFOLIUSNINEBARK24" HT MIN.YES3,570 SFPARKING LOT PLANTING101FRAGARIA CHILOENSISBEACH STRAWBERRY1 GALYES71LONICERA PILEATAPRIVET HONEYSUCKLE2 GALYES66NANDINA DOMESTICA `GULF STREAM` TMHEAVENLY BAMBOO2 GALYES38PENNISETUM ALOPECUROIDES `LITTLE BUNNY`LITTLE BUNNY FOUNTAIN GRASS5 GALYES40PRUNUS LAUROCERASUS 'MT VERNON'MT. VERNON LAUREL2 GALYES158RUBUS CALYCINOIDESGREEN CARPET RASPBERRY1 GALYESGROUND COVERSQTYBOTANICAL NAMECOMMON NAME14,409 SFLAWN TURF14,409 SFLAWN LAWNPLANT SCHEDULEORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_5/10/2022 2:01:07 PM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRCSEHCSEHCSEHL2.4PLANTINGSCHEDULE05/10/2022
ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_5/10/2022 2:01:08 PM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRCSEHNOTES:1.TREES NOT PLANTED IN CONFORMANCE WITH THISDETAIL WILL BE REJECTED BY THE LANDSCAPEARCHITECT. REPLACEMENT OF REJECTED TREES WILLBE DONE AT THE CONTRACTOR'S EXPENSE.2.PLANTING INCLUDES REMOVAL OF STAKES ONE YEARAFTER INSTALLATION.3"-4" HIGH WATERING RINGSCARIFY SIDES OF PLANTING PIT3" MULCH. NO MULCH AGAINST TRUNKBACKFILL WITH EXISTING SOILDO NOT DISTURB SUBGRADE BELOWROOTBALL TO REDUCE SETTLING.3X ROOTBALLAT TIME OF PLANTING,TRIM DAMAGEDBRANCHES.CONIFER TREE PLANTING W/ STAKE3/8" = 1'-0"DRIVE STAKES 6"-12"INTO UNDISTURBEDSOIL BELOWROOTBALLDRIVE STAKES ATROOTBALL EDGEAPPROVED TREE TIEMATERIAL SET LOOSETO ALLOW FORTRUNK GROWTHSTAKE TREE WITHTWO 2"X2"X8' STAKESSPREAD ACROSSFROM EACH OTHER.ROOTBALL1P-2021-FWMF-71ROOTBALLNOTE:1.TREES NOT PLANTED IN CONFORMANCEWITH THIS DETAIL WILL BE REJECTED BYTHE LANDSCAPE ARCHITECT.REPLACEMENT OF REJECTED TREESWILL BE DONE AT THE CONTRACTOR'SEXPENSE.3"-4" HIGH WATERING RINGSCARIFY SIDES OF PLANTING PIT3" MULCH. NO MULCH AGAINSTTRUNKBACKFILL WITH EXISTING SOILDO NOT DISTURB SUBGRADEBELOW ROOTBALL TO REDUCESETTLING.3X ROOTBALLAT TIME OF PLANTING, TRIMDAMAGED BRANCHES.DECIDUOUS TREE PLANTING3/8" = 1'-0"DRIVE STAKES 6"-12" INTOUNDISTURBED SOIL BELOWROOTBALLDRIVE STAKES ATROOTBALL EDGEAPPROVED TREE TIE MATERIALSET LOOSE TO ALLOW FORTRUNK GROWTHSTAKE TREE WITH TWO 2"X2"X8'STAKES SPREAD ACROSS FROMEACH OTHER3L2.52P-2021-FWMF-70ROOTBALL1" = 1'-0"REMOVE WIRE BASKET (NOEXCEPTIONS) AND ANYOTHER SYNTHETIC MATERIALFROM ROOTBALL. CUT BACKAND REMOVE BURLAP FROMTOP AND SIDE OF ROOTBALL.SET BALL ON COMPACTEDSOIL MOUND TO PREVENTSETTLING.NOTES:1.TREES PLANTED TOO DEEP WITHOUT EXPOSING ROOT FLARE WILL BEREJECTED AND SHALL BE REMOVED AND REPLANTED AT PROPER DEPTH.2.REPLACEMENT OR REPLANTING OF REJECTED TREES WILL BE DONE AT THECONTRACTOR'S EXPENSE.3.REMOVE EXCESS SOIL THAT MAY HAVE ACCUMULATED ABOVE THE TRUNKFLARE PRIOR TO DIGGING AT NURSERY. EXPOSE AND LOCATE TRUNK FLAREPRIOR TO PLANTING.4.PRUNE ANY GIRDLING OR ADVENTITIOUS ROOTS PRIOR TO BACKFILLING.TRUNK FLAREBOTTOM OF TRUNK FLARE.LOCATE BOTTOM OF TRUNK FLARE 1" MIN.ABOVE ADJACENT FINISH GRADE.1" MIN.
ROOTBALL
MULCH LAYER, HOLD OFFFROM TREE TRUNKFINISH GRADEP-2021-FWMF-013SHRUB PLANTINGNTS3" MULCH.NO MULCH AGAINST THEBASE OF THE PLANTBACKFILL WITH EXCAVATED SOILREMOVE BURLAP FROM TOPAND SIDES OF ROOT BALL DOWNINTO GROUND. SET TOP OF BALLFLUSH WITH FINISH GRADE.SCARIFYSIDES OFPLANTING PITLOOSEN / PULL OUT ROOTSFROM CONTAINER GROWNPLANTS4P-2021-FWMF-02NOTE:1.ALL GROUNDCOVER TO BE PLANTEDAT EQUAL TRIANGULAR SPACING PERO.C. SPACING ON LEGEND.2X ROOTBALL3" OF MULCH.NO MULCH AGAINSTTHE BASE OF THEPLANTBACKFILL WITHEXCAVATED SOIL.WATER THOROUGHLY.GROUNDCOVER PLANTING PLANSPACINGAS SPECIFIED12" MINFROM CURBSPACING X .86 FORTRIANGULAR PATTERNGROUNDCOVER PLANTING1/2" = 1'-0"5P-2021-FWMF-66SHRUBS IN PLANTERS1 1/2" = 1'-0"SHRUB W/ EXPOSED ROOT FLARE.PLANT WITH FLARE SLIGHTLYABOVE SOIL2"LIGHTWEIGHT PLANTING SOIL MIXPLANTER ASSPECIFIEDREST ROOTBALL ON LIGHTLYCOMPACTED SANDY LOAMSOIL BASE TO PREVENTSETTLING3"1/2 TO 1" DIA. WASHEDDRAIN ROCKGEOTEXTILE FILTER FABRICDRAIN, 1" DIA. MIN.ADD SLOW-RELEASE FERTILIZER TABLETS WHEN HALFWAY THROUGHBACKFILLING AND THOROUGHLY WATER IN PLANTS AFTER PLANTING.6P-2021-FWMF-03NOTES:1.TREES PLANTED TOO DEEP WITHOUTEXPOSING ROOT FLARE WILL BEREJECTED AND SHALL BE REMOVEDAND REPLANTED AT PROPER DEPTH.2.TREES NOT PLANTED INCONFORMANCE WITH THIS DETAIL WILLBE REJECTED BY THE LANDSCAPEARCHITECT. REPLACEMENT OFREJECTED TREES WILL BE DONE ATTHE CONTRACTOR'S EXPENSE.DECIDUOUS TREE PLANTING ON SLOPE3/8" = 1'-0"TRUNK FLARE SHALL BE 1"-2" ABOVEFINISHED GRADE. REMOVE EXCESSSOIL FROM ROOTBALL TO EXPOSEORIGINAL ROOT FLARE.(2) 2"X2"X8' STAKES3" MULCH. NO MULCH AGAINST TRUNKSCARIFY SIDES OF PLANTING PITREMOVE ALL WIRE STRINGDO NOT DISTURB SUBGRADE BELOWROOTBALL TO REDUCE SETTLING.AT TIME OF PLANTING, TRIMDAMAGED BRANCHES.APPROVED TREE TIEMATERIAL SET LOOSE TOALLOW FOR TRUNK GROWTH.3"-4" HIGH WATERING RING.BACKFILL WITH EXISTING SOIL.7P-2021-FWMF-043L2.5CSEHCSEHL2.5PLANTING DETAILS05/10/2022
4" DEPTH - DISTURBANCE AREAS3,989 SF-6" DEPTH - LAWN14,382 SF-12" DEPTH - STANDARD PLANTING34,700 SF-18" DEPTH - BIO RETENTION - SEE CIVIL13,804 SF-SOIL PREPARATION SCHEDULECCCCCCCCCCCCCCCCCSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGC1G0002304005402030 G13200405004020301G10G1 G0002304005402030 G13200405004020301G10GORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_5/10/2022 1:32:16 PM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRCSEHGRAPHIC SCALE04080 FEET1" = 40 FEET20LEGENDEXISTING TREES TO REMAINLIMIT OF WORK, SEE CIVILASPHALT PAVEMENT, SEE CIVILEXISTING GRAVEL TRAIL TO BE RESTOREDPROPERTY LINEEXISTINGBUILDINGSOUTH 308TH STREETVISITOR GRANDSTAND
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1G0002340050 G1320005041 G0002340050 G132000504
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RESTROOMS AND
TICKET BOOTH
PROPERTY LINEEXISTING DETENTION POND CELL
REDEVELOPEDATHLETIC FIELDAND TRACK25.610112"M-1BFFS212"3"12"3"181.82"283.62"350.02"456.22"SYMBOLDESCRIPTIONSHRUB ROTOR 15`-30` - TEMPORARY ABOVE GROUNDSHRUB SPRAY2022-04-15 13:44IRRIGATION SCHEDULEORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_5/10/2022 1:32:20 PM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRCSEHGRAPHIC SCALE02040 FEET1" = 20 FEET10LEGENDEXISTING TREES TO REMAINCONCRETE PAVEMENT, SEE CIVILASPHALT PAVEMENT, SEE CIVILLIMIT OF WORK, SEE CIVILMATCHLINE - SEE SHEET L4.2NOTES1.SEE SHEET L4.5 FOR IRRIGATION SCHEDULESCSEHCSEHL4.1IRRIGATION PLAN05/10/2022
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26.95112"CM-2BF2FS23"2"18.561"721.41"887.62"42.811112"34.312112"30.013112"30.914112"32.115112"31.316112"31.317112"33.818112"37.69112"3"3"12"2"112"2"12"SYMBOLDESCRIPTIONSHRUB ROTOR 15`-30` - TEMPORARY ABOVE GROUNDSHRUB SPRAY2022-04-15 13:44IRRIGATION SCHEDULEORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_5/10/2022 1:32:24 PM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRCSEHMATCHLINE - SEE SHEET L4.3MATCHLINE - SEE SHEET L4.1GRAPHIC SCALE02040 FEET1" = 20 FEET10LEGENDEXISTING TREES TO REMAINCONCRETE PAVEMENT, SEE CIVILASPHALT PAVEMENT, SEE CIVILLIMIT OF WORK, SEE CIVILNOTEShttps://knowledge.autodesk.com/support/autocad/learn-explore/caas/sfdcarticles/sfdcarticles/Where-to-install-font-shape-files-in-AutoCAD.htmlCSEHCSEHCSEHL4.2IRRIGATION PLAN1.SEE SHEET L4.5 FOR IRRIGATION SCHEDULES05/10/2022
CCCCCCCCCCCCCCCCCSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGSTAFF PARKINGCSOUTH 308TH STREETEXISTING BUILDING14TH AVE SOUTH
PROPERTY LINEPROPERTY LINESYMBOLDESCRIPTIONSHRUB ROTOR 15`-30` - TEMPORARY ABOVE GROUNDSHRUB SPRAY2022-04-15 13:44IRRIGATION SCHEDULEORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_5/10/2022 1:32:27 PM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRCSEHMATCHLINE - SEE SHEET L4.2GRAPHIC SCALE02040 FEET1" = 20 FEET10LEGENDEXISTING TREES TO REMAINCONCRETE PAVEMENT, SEE CIVILASPHALT PAVEMENT, SEE CIVILLIMIT OF WORK, SEE CIVILNOTESCSEHCSEHCSEHL4.3IRRIGATION PLAN1.SEE SHEET L4.5 FOR IRRIGATION SCHEDULES05/10/2022
ORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_5/10/2022 1:32:27 PM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRCSEHRPBA BACKFLOW PREVENTER 1 1/2" = 1'-0"BRASS STOPWASTE VALVE2'-0"1'-6"MIN CLR.1'-0"2 CU. FT. DRAIN ROCK, EACHMANUALDRAIN VALVE3"FROM METERTO MASTER VALVEALL BRASS NIPPLES AND FITTINGS4"BRASS UNIONAQUAH SHIELDENCLOSUREBFP1-S4" CONCRETE SLAB1" ABOVE FG.FINISH GRADE10" ROUNDVALVE BOX8" PVC PIPEMIN.4"CLR.MIN. 4" CLEARANCEON ALL SIDESRPBAZURN 965XL1MASTER VALVE1 1/2" = 1'-0"1'-6"
6"2 CU. FT. WASHED DRAIN ROCKUNIONALL BRASS PIPEAND FITTINGSFROM DCVA6"BRASSSCH 40 PVC2FLOW SENSOR1 1/2" = 1'-0"1'-6"NOTES:1.MAXIMUM LENGTH OFSECONDARY WIRE PATH(14 AWG) FROMDECODER TO RELAY IS450 FEET.2.PLACE 3-FEET OF EXTRAWIRE IN VALVE BOX FOREASY SERVICING.3.THERE MUST BE FREE,UNRESTRICTED PIPEFOR AT LEAST 10DIAMETERS UPSTREAMAND 5 DIAMETERSDOWNSTREAM OF THEFLOW SENSOR.4.GROUNDING SHOULD BETO 10 OHMS OR LESS.MIN. 5x PIPEDIAMETERMIN. 10x PIPEDIAMETERFLOW SENSORMAIN LINEPIPE FITTINGDECODERDBRY SPLICEGROUND ROD WITHBRASS CLAMPSWASHD DRAIN ROCK3QUICK COUPLER BLOW OUT1 1/2" = 1'-0"1'-6"10" DIAMETER VALVE BOX.HEAD BRAND "QVC" ON LIDWITH 2" HIGH CHARACTERS.FINISHED GRADE.1" MIN.
2" MAX.QCVALL BRASS PIPEAND FITTINGSFROM DCVA TOMASTER VALVEBRASS NIPPE6" DEEP LAYER OF 3/4"CRUSHED ROCKQUICK COUPLING VALVEAS SPECIFIED4REMOTE CONTROL VALVE1 1/2" = 1'-0"1'-0"2 CU. FT. WASHEDDRAIN ROCK1'-6"6X2X16 CONC. BLOCK, ONE PER CORNER (4 TOTAL)FILTER FABRIC, WRAP UP ALL SIDESABOVE OPENINGSREMOTE CONTROL VALVE3"6"SCH 80 UNIONNOTES:1.USE VALVE BOX W EXTENSIONS. SET 2" ABOVE GRADE IN SHRUBS, FLUSH INTURF2.USE TEFLON TAPE FOR ALL THREADED FITTINGS, NO PIPE DOPE3.KEEP MIN. 3" CLEARANCE AROUND VALVE ON ALL SIDES.4.LEAVE EXTRA 30" CONTROL WIRE COILED INSIDE VALVE BOX5.USE DBR WATERPROOF CONNECTORSMAIN LINETRUE UNION BALL VALVE5H BOT OXHUBBELLH BOTOXHOTBOX1 1/2" = 1'-0"713-3/4"2X 8-7/8"15-1/16"12"6" CLR. TYP.(ALL AROUND)53"30"36-7/8"AA66-3/4"36-7/8"39-3/4"53"SECTION A-A4-5/8"NOTES:1.FABRICATED PUMP SYSTEM BY PRECISION PUMPING SYSTEMS PROVIDED BY H.D. FOWLERCO.2.DIMENSIONS SHOWN ARE MINIMUM RECOMMENDED CLEARANCES FROM PUMP STATIONTO SLAB EDGE BASED ON MANUFACTURER'S DETAILS.3.SLAB AND PUMP HOUSE MUST BE BUILT IN ACCORDANCE WITH LOCAL BUILDING CODES.4.COORDINATE ELECTRICAL SERVICE WITH ELECTRICAL CONTRACTOR.RECOMMENDED LOCATIONFOR ELEC. CONDUIT, 3" DIA. PUMPTHERMOSTAT CONTROLLEDEXHAUST FANALUMINUM ENCLOSUREWITH SOUNDPROOFINGDISCHARGE PRESSUREGAUGEINTAKE PRESSUREGAUGECHECK VALVE6" THICK CONC. SLABFLOW SWITCHINTAKEBYPASS VALVEDISCHARGE FLANGESLEEVETHRUSLABBOOSTER PUMP PACKAGE1/2" = 1'-0"6P-2021-FWMF-10POP-UP SPRAY HEAD1 1/2" = 1'-0"12" MIN. - 18" MAX.FINISH GRADEPOP-UP SPRINKLER, SEE SCHEDULE.USE BOTTOM INLET ONLYSWING ASSEMBLY. 8" MIN, 30" MAX.LENGTH.PCV LATERAL PIPE, SIZE PER PLANPVC SCH 40 TEE OR ELLSPRAY NOZZLE, SEE SCHEDULENOTE:1.SET HEADS PLUMB OR SQUARE TO THE SLOPE2.PLACE HEADS MIN 4" FROM EDGE OF PAVING3.USE TEFLON TAPE AT ALL THREADED FITTINGS8POP-UP ROTOR HEAD1 1/2" = 1'-0"12" MIN. - 18" MAX.FINISH GRADEROTOR POP-UP SPRINKLER,SEE SCHEDULE.TRIPLE SWING JOINT ASSEMBLY, 1"DIA. X 12"PCV LATERAL PIPE, SIZE PER PLANPVC SCH 40 TEE OR ELLNOZZLE VARIES, SEE PLANNOTE:1.SET HEADS PLUMB OR SQUARE TO THE SLOPE2.PLACE HEADS MIN 4" FROM EDGE OF PAVING3.USE TEFLON TAPE AT ALL THREADED FITTINGS9NOTES:1.DIMENSIONS ARE MINIMUM CLEARANCES.2.ALL TRENCH BACKFILL MATERIAL SHALLBE CLEAN IMPORTED SAND.3.DO NOT TAPE OR BUNDLE WIRES INSLEEVES.4.ALL SLEEVES TO BE TWICE THE SIZE OFTHE COMBINED PIPES INSIDE.5.SLEEVES REQUIRED UNDER ALL PAVEDAREAS AND WALLS.6.SLEEVE TO EXTEND 18" BEYOND THEEDGE OF PAVING ON BORTH SIDES.7.INSTALL TRACER WIRE WITH MAIN LINETRENCHING AND SLEEVING1 1/2" = 1'-0"PLANTING CONDITION1'-0"1'-6"4"PAVING CONDITION1'-6"4"4"MAIN LINE(S)CONTROL WIRESLATERAL LINE(S)STRUCTURAL FILLAT 95% DENSITYPAVING SECTION PERCIVIL PLANSAT 85% DENSITY(SOIL BACKFILL)CLEAN SANDTRACER WIREFINISH GRADE10QUICK COUPLER1 1/2" = 1'-0"1'-6"10" DIAMETER VALVE BOX.HEAD BRAND "QVC" ON LIDWITH 2" HIGH CHARACTERS.FINISHED GRADE.QUICK COUPLING VALVE ASSPECIFIED.6" DEEP LAYER OF 3/4"CRUSHED ROCK.SCH. 80 NIPPLE, LENGTH AS REQ.3" PVC SCHEDULE 80 NIPPLE.1/2" X 36" GALVSTEEL PIPE.ELLS.THREE PVC SCH 80TWO STAINLESSSTEEL CLAMPS.6" MIN.1" MIN.
2" MAX.QCV12" MAX12" PVC SCHEDULE 80NIPPLE.11SET BOX FLUSHTO GRADESTANDARD RECTANGULAR BOXWITH 6" EXTENSIONISOLATION BALLVALVE ASSPECIFIED, SAMESIZE AS PIPESCHEDULE 80UNION (2)MAINLINE4" DEPTH PEA GRAVELTWO 6X2X16 CONCRETE BLOCK CAPS,ONE ON EACH SIDE OF BOXBRASS BALL ISOLATION VALVENTSP-2021-FWMF-5012CONTROLLER PEDESTAL MOUNT3/4" = 1'-0"ELECTRIC AUTOMATICCONTROLLER AS SPECIFIED.MOUNTED IN PEDESTAL PERMANUFACTURER (SEEIRRIGATION PLAN FORLOCATION)2" DIA. SCH. 40 PVC CONDUITWITH LONG SWEEP ELL FORUF DIRECT BURIAL WIRESTO VALVES. ALLOW AMAXIMUM OF 24 WIRES PERCONDUIT1'' METAL CONDUIT WITHSLONG SWEEP ELL FOR 110VPOWER SOURCE AS PERELECTRICAL CODES1"12''5''4''6''3''FINISH GRADE6"13P-2021-FWMF-12CSEHCSEHCSEHL4.4IRRIGATIONDETAILS05/10/2022
SYMBOLDESCRIPTIONSHRUB ROTOR 15`-30` - TEMPORARY ABOVE GROUNDSHRUB SPRAYSYMBOLMANUFACTURER/MODEL/DESCRIPTIONPSIRAIN BIRD 1804-PRS 15 STRIP SERIESTURF SPRAY 4.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. 1/2" NPT FEMALE THREADED INLET.PRESSURE REGULATING.30RAIN BIRD 1804-PRS 5 SERIES MPRTURF SPRAY 4.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. 1/2" NPT FEMALE THREADED INLET.PRESSURE REGULATING.30RAIN BIRD 1804-PRS 8 SERIES MPRTURF SPRAY 4.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. 1/2" NPT FEMALE THREADED INLET.PRESSURE REGULATING.30RAIN BIRD 1804-PRS 10 SERIES MPRTURF SPRAY 4.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. 1/2" NPT FEMALE THREADED INLET.PRESSURE REGULATING.30RAIN BIRD 1804-PRS 12 SERIES MPRTURF SPRAY 4.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. 1/2" NPT FEMALE THREADED INLET.PRESSURE REGULATING.30RAIN BIRD 1804-PRS 15 SERIES MPRTURF SPRAY 4.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. 1/2" NPT FEMALE THREADED INLET.PRESSURE REGULATING.30RAIN BIRD 1804-PRS ADJTURF SPRAY 4.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. 1/2" NPT FEMALE THREADED INLET.PRESSURE REGULATING.30SYMBOLMANUFACTURER/MODEL/DESCRIPTIONPSIGPMRADIUSHUNTER I-20-04-MPR-SS 25TURF ROTOR, 4" POP-UP. ADJUSTABLE AND FULL CIRCLE.STAINLESS STEEL RISER. DRAIN CHECK VALVE. MPRNOZZLE.4525'HUNTER I-20-04-MPR-SS 30TURF ROTOR, 4" POP-UP. ADJUSTABLE AND FULL CIRCLE.STAINLESS STEEL RISER. DRAIN CHECK VALVE. MPRNOZZLE.4530'HUNTER I-20-04-MPR-SS 35TURF ROTOR, 4" POP-UP. ADJUSTABLE AND FULL CIRCLE.STAINLESS STEEL RISER. DRAIN CHECK VALVE. MPRNOZZLE.4535'SYMBOLMANUFACTURER/MODEL/DESCRIPTIONRAIN BIRD PEB1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOWOPERATING CAPABILITY, GLOBE CONFIGURATION.RAIN BIRD 44-LRC1" BRASS QUICK-COUPLING VALVE, WITHCORROSION-RESISTANT STAINLESS STEEL SPRING,LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECEBODY.RAIN BIRD EFB-CP 2"1", 1-1/4”, 1-1/2", 2" BRASS MASTER VALVE, THAT ISCONTAMINATION PROOF W/SELF-FLUSHING FILTERSCREEN. GLOBE CONFIGURATION, RECLAIMED WATERCOMPATIBLE, AND PURPLE HANDLE COVER DESIGNATESNON-POTABLE WATER USE.RAIN BIRD EFB-CP 2"1", 1-1/4”, 1-1/2", 2" BRASS MASTER VALVE, THAT ISCONTAMINATION PROOF W/SELF-FLUSHING FILTERSCREEN. GLOBE CONFIGURATION, RECLAIMED WATERCOMPATIBLE, AND PURPLE HANDLE COVER DESIGNATESNON-POTABLE WATER USE.ZURN 375 2"REDUCED PRESSURE PRINCIPLE ASSEMBLY. SIZES1/2",3/4", 1", 1-1/4", 1-1/2", 2".ZURN 375 2"REDUCED PRESSURE PRINCIPLE ASSEMBLY. SIZES1/2",3/4", 1", 1-1/4", 1-1/2", 2".CALSENSE CS3000 2-WIRE CONTROLLERRAIN BIRD FS-200-B2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM,SITECONTROL, AND ESP-LXD CENTRAL CONTROLSYSTEMS. BRASS MODEL. SUGGESTED OPERATINGRANGE OF 10 GPM TO 100 GPM. SENSORS SHOULD BESIZED FOR FLOW RATHER THAN PIPE SIZE.RAIN BIRD FS-200-B2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM,SITECONTROL, AND ESP-LXD CENTRAL CONTROLSYSTEMS. BRASS MODEL. SUGGESTED OPERATINGRANGE OF 10 GPM TO 100 GPM. SENSORS SHOULD BESIZED FOR FLOW RATHER THAN PIPE SIZE.MUNRO PUMPWATER METER 2"WATER METER 2"IRRIGATION LATERAL LINE: PVC SCHEDULE 40PVC SCHEDULE 40 IRRIGATION PIPE.IRRIGATION MAINLINE: PVC SCHEDULE 40PIPE SLEEVE: PVC SCHEDULE 40TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVESIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIRRELATED COUPLINGS TO EASILY SLIDE THROUGHSLEEVING MATERIAL. EXTEND SLEEVES 18 INCHESBEYOND EDGES OF PAVING OR CONSTRUCTION.2022-05-06 19:34BFBF2CFSFS2M-1M-2IRRIGATION SCHEDULENUMBERMODELSIZETYPEGPMPSIPSI @ POCPRECIP1RAIN BIRD PEB2"SHRUB ROTOR 15`-30` - TEMPORARY ABOVE GROUND81.7642.060.960.7 in/h2RAIN BIRD PEB2"SHRUB ROTOR 15`-30` - TEMPORARY ABOVE GROUND83.6141.360.690.7 in/h3RAIN BIRD PEB2"TURF SPRAY50.0240.254.391.65 in/h4RAIN BIRD PEB2"TURF ROTOR56.2255.7370.970.77 in/h5RAIN BIRD PEB1-1/2"SHRUB ROTOR 15`-30` - TEMPORARY ABOVE GROUND26.9241.2854.470.7 in/h6RAIN BIRD PEB1"TURF SPRAY18.4835.0148.162.12 in/h7RAIN BIRD PEB1"TURF ROTOR21.4450.8864.110.72 in/h8RAIN BIRD PEB2"SHRUB SPRAY87.6039.0963.371.9 in/h9RAIN BIRD PEB1-1/2"SHRUB ROTOR 15`-30` - TEMPORARY ABOVE GROUND37.6255.3171.060.7 in/h10RAIN BIRD PEB1-1/2"SHRUB SPRAY25.6535.1650.821.9 in/h11RAIN BIRD PEB1-1/2"SHRUB SPRAY42.7735.7350.651.9 in/h12RAIN BIRD PEB1-1/2"SHRUB SPRAY34.2735.149.191.9 in/h13RAIN BIRD PEB1-1/2"SHRUB SPRAY30.0236.8450.681.9 in/h14RAIN BIRD PEB1-1/2"SHRUB SPRAY30.8838.04521.9 in/h15RAIN BIRD PEB1-1/2"SHRUB SPRAY32.0634.3448.431.9 in/h16RAIN BIRD PEB1-1/2"SHRUB SPRAY31.2634.7548.831.9 in/h17RAIN BIRD PEB1-1/2"SHRUB SPRAY31.2734.9449.061.9 in/h18RAIN BIRD PEB1-1/2"SHRUB SPRAY33.8435.2249.611.9 in/hVALVE SCHEDULEGenerated:2022-05-09 13:44P.O.C. NUMBER: 01Water Source Information:FLOW AVAILABLEWater Meter Size:2"Flow Available120 GPMPRESSURE AVAILABLEStatic Pressure at POC:54.00 PSIElevation Change:5.00 ftService Line Size:4"Length of Service Line:20 ftBooster Pump pressure provided:30.00 psiPressure Available:82.00 psiDESIGN ANALYSISMaximum Station Flow:87.6 GPMFlow Available at POC:120 GPMResidual Flow Available:32.4 GPMCritical Station:9 Design Pressure:35 PSI Friction Loss:15.26 PSI Fittings Loss:1.53 PSI Elevation Loss:0 PSI Loss through Valve:3.52 PSIPressure Req. at Critical Station:55.31 PSILoss for Fittings:0 PSILoss for Main Line:2.72 PSILoss for POC to Valve Elevation:0 PSILoss for Backflow:11.12 PSILoss for Master Valve:0.75 PSILoss for Water Meter:1.16 PSICritical Station Pressure at POC:71.06 PSIPressure Available:82 PSIResidual Pressure Available:10.94 PSIP.O.C. NUMBER: 02Water Source Information:FLOW AVAILABLEWater Meter Size:2"Flow Available120 GPMPRESSURE AVAILABLEStatic Pressure at POC:54.00 PSIElevation Change:5.00 ftService Line Size:4"Length of Service Line:20 ftPressure Available:52.00 psiDESIGN ANALYSISMaximum Station Flow:42.77 GPMFlow Available at POC:120 GPMResidual Flow Available:77.23 GPMCritical Station:10 Design Pressure:30 PSI Friction Loss:1.3 PSI Fittings Loss:0.13 PSI Elevation Loss:0 PSI Loss through Valve:3.73 PSIPressure Req. at Critical Station:35.15 PSILoss for Fittings:0 PSILoss for Main Line:2.76 PSILoss for POC to Valve Elevation:0 PSILoss for Backflow:11.72 PSILoss for Master Valve:0.56 PSILoss for Water Meter:0.63 PSICritical Station Pressure at POC:50.82 PSIPressure Available:52 PSIResidual Pressure Available:1.18 PSICRITICAL ANALYSISORIGINAL SHEET IS 30" x 42"c o p y r i g h t 2 0 2 2a l l r i g h t s r e s e r v e ds h e e t_c h e c k e d_d r a w n_Project No.m c g - A R C
a r c h i t e c t_MCGRANAHAN ARCHITECTSl o c a t i o n_c l i e n t_p r o j e c t_i s s u e d_5/10/2022 1:32:33 PM
2202.000s t r u c t u r a l e n g i n e e r _m e c h a n i c a l e n g i n e e r _e l e c t r i c a l e n g i n e e r _l a n d s c a p e a r c h i t e c t _c i v i l e n g i n e e r _ETHOS CIVILAHBLPCS STRUCTURAL SOLUTIONSBCE ENGINEERSBCE ENGINEERSFEDERAL WAY MEMORIAL FIELDFEDERAL WAY PUBLIC SHOOLS1300 S 308th StFEDERAL WAY, WA 98003LAND USE09 MAY 22NOT FORCONSTRUCTION. r e v i s i o n_Know what'sbelow.before you dig.CallRCSEHCSEHCSEHCSEHL4.5IRRIGATIONSCHEDULE05/10/2022
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E1.02