APPROVED ENG PLN RESUB 1-Site_Plan+4.23.2021_1.23.57_PM+2161435GENERAL NOTES
I. FOR EXTERIOR LIGHTING LOCATIONS SEE 5UILDING ELEVATIONS 4
REFLECTED CEILING PLANS.
2. SEE CIVIL GRADING PLAN FOR GRADES, PROPOSED UTILITY
DISTRIBUTION, AND DRAINAGE CONCEPT.
3. NOT USED.
4. SEE CIVIL PLANS FOR STREET FRONTAGE IMPROVEMENTS.
5. INDIVIDUALLY METERED ELECTRICAL PANEL PROVIDED WITH
CONDUIT UNDER 5LA5. ELECTRICAL CONTRACTOR TO PROVIDE
DETAILS FOR WALL PENETRATION.
(o. HVAC; CONTRACTOR TO PROVIDE PENETRATION DETAILS.
1. SEWER LINE UNDER GARAGE SLA5,
INISH GRADE
REMOVE EXCESS ALPHALT OVERRUN
PRIOR TO INSTALLING EXTRUDED CURB.
EXTRUDED CONCRETE CURB, PAINT CURB
WHERE INDICATED ON SITE PLAN.
RADIUS CORNERS
BONDING SLURRY
2" DIA. WEEP HOLES 15'-0" O.C.
�I II III III a `ASPHALT PAVING
_/
D IUS
® °° 0000 o
ONTROL
JOINTS
o ° °
-COMPACTED ROCK
o'
8°
®o ° o ° °
BASE.
6" MIN.
PLAN VIEW
12" MAX.
OF CORNERS
12"
NOTE"
I. WIDEN ALL INSIDE AND OUTSIDE CORNERS.
2. CUT CONTROL JOINTS AT ALL CURVE RETURN POINTS +/- CORNERS
AND NOT TO EXCEED 15'-0" ALONG STRAIGHT CURB RUNS.
3. TOOL ALL EDGES SMOOTH.
oo-
SITE KEG' NOTES
OPRIMARY ENTRANCE TO [DWELLING UNIT
� CONCRETE PATIO. SEA ARCHITECTURAL
FLOOR PLANS AND STRUCTURAL PLANS FOR
MORE INFORMATION.
OPROPOSED DRIVEWAY ACCESS OFF OF
EXI571NCs CURB GUT. SEE CIVIL ENGINEERING
DRAWINGS FOR MORE INFORMATION.
O3 NEW GA57 IN PLACE RETAINING WALL. MAX 4'
HIGH. MAX 3' ABOVE ORIGINAL GRADE. SEE
CIVIL PLANS FOR AppT'L INFO.
O NEW SIDEWALK SEE 2/A-I.I AND CIVIL PLANS
FOR MORE INFORMATION.
O5 ROCKERY A7 WINDOW WALL.
OEXISTING RETAINING WALL ON ADJACENT
PROPERTY. PROTECT FROM DAMAGE.
�l EXISTING SIpEIUALiG TO REMAIN.
OS NOT USED.
OPROPOSED FRONTAGE IMPROVEMENTS. SEE
CIVIL ENGINEERING DRAWINGS FOR MORE
INFORMATION.
10 PROPOSED ELECTRICAL SERVICE GEAR
LOCATION. CONTRACTOR TO COORDINATE WIT
5NOHOM 15H PUD FOR FINAL LOCATION.
EXTRI�DED CURS +.......................... 11 PROPOSED M�4IL BOX LOC,4TION.
1 CONTRACTOR TO COORDINATE FINAL
1-1/2"21'-0" �, { �� SPACES RE ID $ LOC4TION UJIT�-I POST OFFICE 4Np PROVIDE
Q....................
r---------8------- CONCRETE PAID. INSTALL OWNER SUPPLIED
BARK MUL
PARKING SPACES PROPOSED .................. MAIL 5OXE5.
ISH GRA E ................
PSOIL ACCESSIBLE PARKING SPACES 12 OUTLINE OF FLOOR ,45OVE.
r...............
IUND TO LED EDGE
=\/AN6AGGESS PARKING SPACES: ................. ST U TU ,A "Mk S ST U TU ,A F
f-'-4" THICK LAYER OF SAND,
ROCK BASE OR FILL
III SOIL UNDER SIDEWALK
TIII- COMPACTED NATIVE
OR FILL SOIL
5UBGRADE
WALK AT LANpSGAFE
1-1/211=1'-011
2.510.023
ALL BENDS TO
BE 2" R. -WELD
# 6RIND SMOOTH
n
�_ "�
o °
FILL TOP 100
/2" O ° °
1/2" WIDE EXP. JT.
W/SEALANT
1-1/2" DIA. &ALV. STL. PIPE
W/5' O.G. MAX. POST SPAG I N&
SHOP PRIME 4 PAINT
N5TALL POSTS IN
b" HIGH MTL. SLEEVE
SET FLUSH W/ TOP OF
m GONG. - FILL 1/2" GAP
W/ NON -SHRINK &ROUT
.2" m
FILL TOP 1/2" OF 1/2"
WIDE EXP. JNT. WITH
SEALANT
1
0. fib" COMPACTED GRANULAR
DRAIN MAT'L
#3 REBAR ® 12" O.G.
BOTH DIRECTIONS
#3 NOSIN6 REBAR W/
MIN. 2" COVER TYP.
ROUND TOOLED NOSINC75
1/2" MAX RADIUS
5 I TE 5TA I R5 DETAIL
1/2"= I'-O"
2.550.02
v i �u�. i u�" �u�. i ur-N L_ rvr--.
3 ADDITIONAL INFORMATION.
CDE4' WIDE TYPE III LANDSCAPING. SEE
L'SCAPE PLAN FOR FURTHER INFO.
15 EXISTING TREE TO BE REMOVED.
16 EXISTING SOLID WOOD BOARD FENCE TO
REMAIN ALONG SOUTH PROPERTY. REPAINT
AND REPAIR AS REQUIRED.
(NOTE: CONTRACTOR TO PROVIDE A NEW (o'
HIGH PAINTED SOLID WOOD BOARD FENCE IF
EXISTING FENCE IS LESS THAN 5' IN HEIGHT)
D EXISTING SOLID WOOD BOARD FENCE TO BE
REMOVED ALONG WE67 PROPERTY.
�g PROPOSED LOCATION OF INTERNAL LOT
LINES. REFER TO SEPARATE SHORT PLAT
SUBDIVISION APPLICATION FOR ADDITIONAL
INFO,
19 PROPOSED SHARED UTILITY EASEMENT.
Approved by Fire
05/20/2021 AFM /,--/ F t rer
- Townhomes can have a NFPA 13D flow through
- type fire sprinkler system.
- A residential fire sprinkler system is required. A
- recommended flow -through design will meet
specifications and reduce equipment and
continuing maintenance requirements.
ECDC19.05.020B2. Provide a minimum
combination water service of one inch (1 ") meter
and one and one half (11/2") service line, or show
- that domestic and fire protection needs can be
met with a smaller service. Fire lane markings for
final
PPROVED BY PLANNING
May 10 2021
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Sides S/E
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BLD2021-0020
SITE PLAN
5GALE: P = 101-011
SCALE. 1 " = 10'
WMIM
0 5' 10' 20' 30'
ENGINEERING DIVISION ,,,See approved Civilsfor all
APPROVED AS NOTED engineering requirements. ***
06/22/2021
SITE NOTES
PARCEL AREA: 10,2411 50 FT
MAX GOVERA&E ALLOWED: 45%
GO\/ERA&E PROPOSED: 5A45 5F (BLD6) / 10,24Q 5F (SITE) = 38%
(SEE A-1.5 FOR ANALYSIS)
MAX HEIGHT ALLOWED: 25' ABOVE AV& EXISTING GRADE (410.2' + 259 = 455.2'
+5' PER EGDG 16.50.050 = 440.2'
HEIGHT PROPOSED: 28'-2 1/2" = 458.4'
456.4' < 440.2' OK
(SEE A-1.2 FOR ANALYSIS 8 BLD6 ELEVS ON A-5.1 8 A-5.2)
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P I
R S C
H E R
ARCHITECTS
OVA + Pirscher Architects
25114 100
AVE A
EDMONDS, NASHINGTON, g502O
(206)368-g668
RESUB
4/28/2021
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
SHEET: