jonesdrain.pdfBUILDING HEIGHT
5uilding Corner
Existing
Existing Grade
Elevation
Existing Gradepoint; 5W
653
FT
Existing Gradepoint; SE
97.0
FT
Existing Gradepoint: NW
_5-.
FT
Existing Gradepoint-. NE
92.0
FT
Tota l
361.3
FT
Average Buidling Height
90.3
FT
Maximum 5uilding Height From avg grd
25.0
FT
Maximum Allowable Height
f1c,,
FT
Proposed 5uilding Height
115.0 1
FT
I'T Y COT &
GRADING LOT COVERAGE
VOLUME
UNITS
CUT
91
CY
FILL
69
ICY
TOTAL
160
ICY
51TE COMPONENT
AREA
JUNITS
6UILDING LEAVE TO SAVE)
INGLUDING GARAGE
2,505
5F
DRIVEWAY
620
SF
SIDEWALK
212
SF
KEYSTONE WALLS
183
SF
TOTAL 3,520
5F
$q �p HEfGHT ALC.
6• BakD Box
EN
TYPICAL SILT
FCE 9E O �-
, 8d'.0• I I
,83 6•�ir .I
WW. a B3._6.
TDW. a AZ-0-
W, a 83'•0'
T.AE- 84'2•0'-b A9 Yl. • ''
G.
AY1 a 84'-0'
BDW.. 82'-0"
EG. • BP_9•
D
BAW. ,.81'-9•
EG. • BI'-6•
TA
BAW, , 0-6'
T. iJ.. 84'-0'
BAN. • 81'-3'
EG. , 79'-3'
TA7a 92 Y
SLOPE GRADE
MAXI M OF 2:l ICAL
ALL L ATIONS I ,
A FMI
OF 9,
WALL
OF 3'-O� HIGH
PERCENTAGE
AREA
UNITS
SITE AREA
100%
6,578
SF
MAX BUILDING COVERAGE
35%
2.302
SF
DOUSE FOOTPRINT
34%
2,227
Sr
PERVIOUS DECKS
1%
70
5F
TOTAL COVERAGE
35%
2,297
SF
` MAXIMUM OF 3'-0' W*14 KEYSTONE WALL ALL LOCATfCNS.
\SLOPE GRADE AT 2-1 MAXIMUM TO ACHIEVE A FINISHED
GRADE LEVEL OF 9%'-b , TYPICAL THIS WALL SIDEWALK
CU�/GUTTE
41'•b%'
B YAW. • 99'-6'
\\ BDW. • 97'-0'
O /
em•r w
O 4•
F DECRS mil+ /
/ a
\ � LST FLOOR \
ELF I00, 0' \ NV. EL a
DECK, /
EL 90=0t
/ .. II
T.O.D. - 89'-9'
IE
p I \ ISAD. • -3' /
fE - 89'-3' /
BAN. , 79'-3' v BAYI. , 82'-5'
G.. B0'-0' EG. • 02'_10' EG. , B4'•®'
TAN. • 83'-0' TAN. a 85'•10' TAN. • 87'-0•
JULn/ 1 nq M� BDN., 80'•0' BAW. a 82'40' BOW. • 84'-0'
2 1 L/�00 EG. a BI — Ea a 83'.0' EG. , 84'-4-
7AW. , 1 -0' TAW. , 86'-0" 7D
SAW. , BI'-0' BAH. • 63'-0' BAW. • S4'-4'
BUILDING DEPARTMENT EG , 82'-0' EG. • 89'-4'
CITY T OF EDNDS 7AW. TAW , 86'-4• TAL4 a 87'-8'
BAW. • 02'-0' BAW. , 83'-4' BAW.. B4'•B'
BY F-INGIVEE911ING
• . • •architects ps ' � r
624 Edmonds Way
Edmonds, WA 98020-4641
425.778.5400 FAX 778.3032
Date: :..�..\-
SWILL NOT
ND INTO SETBACK
MORE THAN 30. TYPICA
ALL LOCATICNs
DATUM:
Alb w MH BENCW
EAST RIM , 100-W
!ASSUMED)
F
TEGHTLINE ALL DOWNSPOUTS TO
PER CATCH BASIN W/ INVERT
EVATICN OF 87.0'
BDW- , %'-0'
BAD LL s 99'-m•
BDW. , 93'•0'
17
:NEW CD 0.
INV. EL , 86'•6'
RIM EL , W'-0-
�FE 24' !
7VER MINIMIR1 I Qr
EL , 86'-b' t
NEW CB ON S.
SIDE OF ALDER ST.
INV.. EL a 86'.3•
IM EL
/TDW. , SBD'
TAW, a 89'•4'
BAW, , 87'•2'
R • 90 -0
BAN.. 0'
BAH.
EG. • 87'-0,
EG. - '-6
EG. • 86'-6'
TAN..
TA
TDW. , 89'•b•
BAW, , 87'-0'
BAN, . B5'-b'
BDW. , 86'-b'
EG. , Bb'•I0'
EA , 86'.0°
Efx a 86•-B'
iAN. a 89'-b'
TAN. , 819'-0.
B9'-6'
BOW..
BAN. • 86'-0'
SAW. , 06'-8'
20'•0' SETBACK
EG. s86'•2'
B9'-2'
BAN. , 86'-2'
EG., 06'-9'
TAN.. 89'•6'
BOW. , 86•-9' 35'45'
ALDER STREET
III = 20I-0"
STANDARD DETENTION SYSTEM WORKSHEET
(5000 SF OR LESS)
CALC BY:i 17%'
OWNER: r� ADDRESS:
PHONE:
DATE:
IMPERVIOUS SUFACE AREA a-sug? s.
PIPE DIA. &1111
PIPE LENGTH 90.
ORIFICE tt
FOOTING DRAIN' SHALL NOT BE CONNECTED TO DETENTION SYSTEM
OCKING LID (TYP)
RIM ELEV. `C.�� IM ELEV.
FINISHED
GRADE
DETENTION PIPE LENGTH J
& Min. clearance
Measured from top of RIM ELEV.,
Conc: box or riser.:
IVY
1' MI IMUM
`---`"--r- OZ%TO 1.0%SLOPE DEVELOPMENT SERVICES CTR,
CITY OF EDMONDS
TO CITY CONVEYANCE
NV. < INV. ELEV;
NV. ELEV. ELEV.eU . C11
CC
—OUTLET SYSTEM
UPPER CATCH BASIN T cakm0^1
N.
CE
CATCH BASIN
1N. 6" COVER
�--SPREADER TRENCH
SHALL BE A MIN.
OF 10' LONG AND `
PERPENDICULAR
TO CONTROL CB.
CONTROLCB
'
TRENCH SHALL BE LINED:
e5
WITH M1RA01 & ON TOP ;; �-,9 7 l
718" WASHED DRAIN ROCK
SPREADER TRENCH
NOTES -
1. CALL ENGINEERING DIVISION (771-0220 EXT. 1326) 24 HOURS IN ADVANCE FOR A TIGHTLINE AND DETENTION
SYSTEM INSPECTION BEFORE BACKFILUNG AND FOR FINAL INSPECTIONS. ;l APP1?61rEFD 13
2. Responsibility for operation and maintenance of drainage systems art private property is the responsibility of the property
owner. Material accumulated in the storage pipe must be flushed out and removed from catch basins to allow proper operation.]
The outlet control orifice must be kept open at all times. DATE