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TALBOT HILL ELEMENTARY SCHOOL
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 30, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON KING COUNTY, WASHINGTON.
ROOF DS PER
ARCH
6" CAP W/ HOLE DRILLED
FOR DOWNSPOUT
PIEDMONT DS ADAPTER, MODEL #SV
STAINLESS STEEL BRUSHED FINISH
W/ DEBRIS EXCAVATION CLEANDUT OPTION
ROUND INLET ID — 4.625", OUTLET 00 — 5.56"
COVER PLATE OD — 7.25"
HEIGHT — 18"
PROVIDE (MIN) 24" SQUARE CONCRETE
ENCASEMENT FROM FACE OF BUILDING TO
8" CENTERED ON DOWNSPOUT CLEANOUT
ADJACENT PAVEMENT OR
LANDSCAPF PFP PI AN
2.0" MIN�
6" 90' ELBOW
d F 00 00
10.5% (MIN)
4.
�.
REMOVABLE 8'"-4F BEND
FOUNDATION FOOTING PER PLUG
STRUCTURAL
LOCKING METAL
RING & COVER
6%6" TEE
MODIFED FOR S OW/VnDE FOOTINM
ROOF DS -- SEE ARCH
PLANS AND SPECIFICATIONS
PER ARC
PIEDMONT DS ADAPTER, MODEL #SV
` STAINLESS STEEL BRUSHED FINISH
W/ DEBRIS EXCAVATION CLEANOUT OPTION
ROUND INLET ID — 4,625", OUTLET DID — 5.56"
COVER PLATE OD — 7.25"
HEIGHT — 18"
JT FILLER (TYP ALL AROUND WHEN
i CONCRETE IS PRESENT)
i
[STORED DRAIN CLEANDUT FLUSH W/
FINISHED GRAD
STD CAST IRON COVER FOR PAVED AREAS
CLEANOUT PER COR STD DETAIL 226.00
i 2.0' MIN
a 8»
a ADJACENT PAVEMENT OR
LANDSCAPE PER PLANT
�J
6A-45' (1f8 BEND PROVIDE (MIN) 24" SQUARE CONCRETE
ENCASEMENT FROM FACE OF BUILDING TO
d S", CENTERED ON DOWNSPOUT CLEANOUT
D o
a y R Y
FOUNDATION FOOTING PER STRUCTURAL FOOTING DRAIN SEE DETAIL 6„-48• (11$)
BEND
MODIFICATIONS ALLOWABLE AS REQUIRED DUE TO
WIDTH OF SPREAD FOOTINGS AND LOCATIONS OF
FOOTING DRAIN
PIEDMONT DOWNSPOUT ADAPTER
NOT TO SCALE
NOTES:
1. CONTRACTOR SHALL FIELD VERIFY SIZE AND SHAPE OF EACH DOWNSPOUT AND
EXISTING TIGHTLINE PRIOR TO ORDERING DOWNSPOUT ADAPTERS.
CORNER OR
END POSTS
10' MAX. - SEE SPECIFICATIONS
TOP RAIL
KNUCKLE FABRIC 1/2 WAY
UP RAIL FOR SAFETY (TOP
AND BOTTOM)
En
z
Q
J
LLI
o_
� FENCE FABRIC,
2" GALVANIZED MESH -
SEE SPECIFICATIONS
FOR ADDITIONAL
INFORMATION
BOTTOM RAIL
CV
a
2'-0" MIN. °
a .
CONCRETE 6"
FOOTING
NOTES: 10" MIN. DIA
1. SUBMIT SHOP DRAWINGS FOR ALL FENCES AND GATES.
2. SEE SPECS FOR FINISH INFO.
3. ALL POSTS TO BE INSTALLED WITH CAPS.
CHAINLINK FENCE
NOT TO SCALE
F—
Ll
i
6 "SANITARY TEE
CORNER OR
END POSTS 3-FT
BRACE RAIL
GALVANIZED
CHAIN -LINK
FENCE FORK
LATCH KIT
DIA. TRUSS ROD FOR
GATES 6' AND WIDER
VARIES
SEE PLANS
6" TYP.
10" MIN. O
SWING GATE
NOT TO SCALE
TYPICAL
STANDARD GATE HINGE
FENCE FABRIC - 2"
GALVANIZED MESH
BANDS AND STRETCHER BAR
AT END AND CORNER POSTS
X" x %4" FLAT STRETCHER
GATEFRAME
HOLD BOTTOM RAIL BETWEEN
1 1/2" AND 2" FROM FINISHED
GRADE
FINISH GRADE
CONCRETE FOOTING
NOTES:
1. SUBMIT SHOP DRAWINGS FOR ALL FENCES AND GATES.
2. SEE SPECS FOR FINISH INFO.
3. ALL POSTS TO BE INSTALLED WITH CAPS.
www.piedmontpipe.com
SWING DOOR WITH
NEOPRENE GASKET
FASTENED WITH S/S PAN
HEAD HE)( 1/4-20 X 1/2
SCREWS. WITH INTERNAL
GRATE.
TOP ELEVATION
4.625" - Contractor
to Field Verify
INLET I.D.
3.00
PHONE# 704-489-0911
i/16 MOUNTING HOLE ACCESSIBLE
I FROM CLEAN OUT DOOR,
18" INTERNAL DEBRIS GRATE.
6.63"
Contractor to
Field Verify
FRONT ELEVATION OUTLET O.D.
8" Minimum - COVER PLATE O.D.
Contractor to
Field Verify SIDE ELEVATION
DRAWN 3/8/2019
MATEwAL Stainless Steel - Q!IEDMON10I
Brushed Finish
SCALE
N.T.S. PIPE MANUFACTURING
PROPRIETARY AND CONFIDENTAL
MFG
USA
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE
PROPERTY OF PIEDMONT PIPE MANIFACTUFUNG LLC . ANY
REPRODUCTION OF PART OF AS A WHOLE WRITTEN
MANUFACTURING
PERMISSION OF PIEDMONT PIPE MANUFACTURING LLC IS
PI
M 0 D E L # SV
PROHIBITTED.
PIEDMONT PIPE MANUFACTURING www.piedmontpipe.com
EXPOSED HE
4 GA FLUSH SEAM SPUN
1LUMINUM GOLD ANODIZED BALL
CAST ALUMINUM REVOLVING TRUCK
PHONE# 704-489-0911
14 CA FLUSH SEAM SPUN
ALUMINUM GOLD ANODIZED BALL
/-CAST ALUMINUM REVOLVING TRUCK
BRONZE SWIVEL TYPE
SNAPHOOK
SIMPLE KNOT
010 - W DUl WHITE
POLYPROPYLENE HALYARD
BRONZE SWIVEL TYPE
SNAPHOOK
IMINUM ASTM B241 CONE TAPERED
.OY 6063-T6 SEAMLESS FLAGPOLE
H A POLISHED SATIN BRUSH FINISH
t AA M32
ST. STL. QUK;KLINK
NEOPRENE COATED
COUNTERWEIGHT
PLASTIC BEAD
RETAINING LOOP
TRUCK & RIGGING DETAILS
#10 - 91s' DIA. WHITE
POLYPROPYLENE
t
HALYARD
.UMINUM ACCESS DOOR WITH
SPRING
'UNDER LOCK AND CAST ALUM
® LOCK LEVER
:INFORCED HANDHOLE FRAME
IR CAM CLEAT ACCESS
BUTT DIA. x WALL THICKNESS
FOAM PLUG INSIDE SHAFT
CLEAR SILICONE CAULK
SPUN ALUMINUM FLASH COLLAR
LT
FINISHED TO MATCH POLE
Lx::�
I
ROLLER
2• ELASTOMETRIC SEALANT
UNTREATED HARDWOOD WEDGES
INTERNAL CAM CLEAT SYSTEM
3000 PSI CONCRETE ASTM C94
TAMPED WITH CLEAN DRY SAND
16 GA CORR. GALVANIZED
STEEL SLEEVE
THREE (3) STEEL CENTERING
WEDGES O 120' O.C.
STEEL BASE PLATE WELDED
TO SLEEVE
6• SQUARE STEEL PLATE INTERNAL HALYARD CAM CLEAT FLAGPOLES
WELDED TO SPIKE
N• DIA STEEL LIGHTNING SPIKE
ROUND SET FLAGPOLE
NOT TO SCALE
N
O
0
N
R=430817
TACOMA SEATTLE SPOKANE TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Project Title:
TALBOT HILL
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230870.10
Issue Set & Date:
PERMIT SET
JUNE 21, 2024
6/21 /2023
NOTICE
ALTERATION OF THIS DOCA4W SHALL INVALIDATE THE
PRWESSIONAL SEAL AND SIGNATURE PUBLI MON OF
THIS DODAIENT DOES NOT DOMIE FROM RESERt•ED
MEtS f WM N IT. THIS DO MNT IS FOR USE
ONLY FOR THE ERUM DARED N THE IIILP BLOCK
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT ERUM OR FOR ANY OTHER PRO ECT.
A
A
A
/ \ 05/13/2024 ADDENDUM 1
Revisions:
Sheet Title:
SITE IMPROVEMENTS
DETAILS
Designed by: Drawn by: Checked bv:
JAD JAD DCN
Sheet No-
17 of 17 Sheets