ENP2022-0009+Site_Plan+3.10.2022_1.26.56_PM+2730371E
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10' POWER LINE PARK 212 APT LLC
EASEMENT REC.
NO. 201610050625 A
T
ACTIVITY ZONE
WIDTH VARIES
MIN. 3'/MAX. 7'
PROPOSED 8'
WIDE PUBLIC
PEDESTRIAN
EASEMENT
7' WIDE
SIDEWALK
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LANDSCAPE WIDTH I �I EXISTING 212TH STREET 0
VARIES MIN. 8' SW IMPROVEMENTS _j
212TH STREET SW - SECTION A
PROPOSED 1' WIDE
PUBLIC PEDESTRIAN
EASEMENT
1.5' LANDSCAPE -
WIDTH VARIES
SCREEN WALL -
9' TRASH
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SIDEWALK IWIDTH VARI
MIN. 5'
X X�\���\'! \���\\�� Ex. GAS
TRASH STAGING AREA ELEVATION // // ' VAULT TO :' // /
IS 0.00' TO 0.85' HIGHER THAN \\�\\\` REMAIN
LANDSCAPE ON OUTSIDE EDGE OF\�/.`
SCREEN WALL. SEE GRADING PLAN\\/
FOR ADDITIONAL INFORMATION.
72ND AVE W - SECTION B
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FOUND 'X' I 1 1 /4'
BRASS DISK IN
CONCRETE MONUMF IT
DOWN 0.7' IN C
/2018)
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G
0.5' CONCRETE CURB
IMPROVEMENTS
0 10 20 40
SCALE: 1 INCH =20 FEET
SITE NOTES (NAVIX ENGINEERING)
LEGEND
1.
ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY REGULATIONS AND
PROPERTY LINE
CODES AND O.S.H.A. STANDARDS.
PROPOSED BUILDING
2.
THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE
EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD
CURB AND GUTTER
SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED
ASPHALT PAVING
UPON THE SURVEY PREPARED BY AXIS SURVEY & MAPPING, DATED
- -
03/06/19. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD
: ' '
CONCRETE PAVING
CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF
CONCRETE SIDEWALK
CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER
_
PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD
-W W y W W W W
LANDSCAPE
BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY,
INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE
GRIND AND OVERLAY LIMITS
SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A
REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW.
3.
CAUTION - NOTICE TO CONTRACTOR
SITE KEY:
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
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ASPHALT PAVEMENT
RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS
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-54
WIDE
TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING
30' CONCRETE DRIVEWAY
EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE
UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO
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CONCRETE SIDEWALK (7' ON 212TH, 5' -53
ON 72ND, AND WIDTH VARIES ON -SITE) C-1.1
REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES
AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED
OD
CURB AND GUTTER. SEE SITE NOTE #19, _52
THIS SHEET,FOR ADDITIONAL INFORMATION
IMPROVEMENTS ON THE PLANS.
iR-52
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VERTICAL CURB
4.
CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION
AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS,
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WHEEL STOP (TYP) C 21.1
RAMPS & TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING
LANDSCAPING, SEE LANDSCAPE PLANS, BY OTHERS, FOR
UTILITY ENTRANCE LOCATIONS.
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ADDITIONAL INFORMATION
5.
DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE
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LIPPED CURB
CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED.
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EXISTING RETAINING WALL TO REMAIN
6.
ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL
BE STANDARD DUTY ASPHALT PAVEMENT UNLESS OTHERWISE NOTED.
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REFER TO DEMOLITION PLAN FOR PORTION OF EXISTING
RETAINING WALL TO BE REMOVED
7.
CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE
CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY
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EXISTING SIGNAL POLE AND CONTROL BOX TO REMAIN
RIGHT-OF-WAY.
EXISTING GAS VAULTS AND EQUIPMENT TO REMAIN. EXISTING
8.
FIRE LANE STRIPING AT 212TH STREET SW BUILDING ENTRANCE AS SHOWN ON
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VAULT LID SHALL BE REPLACED AS NEEDED TO PROVIDE A
THIS PLAN SHALL BE INSTALLED AS PART OF THIS CONTRACT, IN
NON-SKID SURFACE.
ACCORDANCE WITH THE LOCAL CODE AND FIRE MARSHALL REQUIREMENTS.
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EXISTING HIGH PRESSURE GAS MAIN. SEE NOTE THIS SHEET
9.
REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF
FOR ADDITIONAL INFORMATION.
PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION.
ON
TRASH STAGING AREA (OPEN-AIR). REFER TO ARCHITECTURAL
10.
ALL ON -SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS
AND/OR STRUCTURAL PLANS FOR STRUCTURAL PAD DESIGN.
SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. (CONTRACTOR TO
REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING
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TIE INTO EXISTING SIDEWALK
REQUIREMENTS.)
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SAWCUT, MATCH, AND JOIN WITH AR-4000 OR APPROVED
11.
PARKING LOT STRIPING SHALL BE WHITE, 4" WIDTH, & DOUBLE COATED,
EQUAL
UNLESS OTHERWISE NOTED.
PT CONCRETE TO BE COORDINATED WITH STRUCTURAL
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ENGINEER
12.
ALL DISTURBED AREAS ARE TO RECEIVE COMPOST AMENDED SOILS PER CITY
OF EDMONDS STANDARD SPECIFICATION AND STANDARD DETAIL SD-642.
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MAX. 18" CONCRETE CURB WALL.
13.
EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,
ACTIVITY ZONE. SEE LANDSCAPE PLANS FOR DETAILS AND
REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN
OO
ADDITIONAL INFORMATION.
BASE BID.
CONTRACTOR TO MATCH EXISTING PAVEMENT THICKNESS
14.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT
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DURING TRENCH RESTORATION FOR POWER INSTALLATION. ANY
NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS &
PARKING STALL STRIPING IMPACTED BY TRENCHING REPAINTED
POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH
IN KIND.
GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH.
ALL COST SHALL BE INCLUDED IN BASE BID.
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TRANSFORMER LOCATION. SEE FRANCHISE UTILITY PLANS
15.
CURB RADII ADJACENT TO PARKING STALLS SHALL BE 2', UNLESS OTHERWISE
PRESERVE AND PROTECT EXISTING ADA COMPLIANT RAMPS TO
NOTED.
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REMAIN. SIDEWALK BEYOND RAMP LIMITS TO BE REMOVED AND
REPLACED.
16.
PAINTED FOGLINE, STOPBAR, AND CENTERLINE WILL BE RESTRIPED, AS
REMOVE AND RELOCATE EXISTING OVERHEAD POWER POLE AND
REQUIRED, PRIOR TO PROJECT COMPLETION.
Ow
GUY ANCHOR. CONTRACTOR TO COORDINATE WITH UTILITY
PURVEYOR PRIOR TO CONSTRUCTION ACTIVITIES.
17.
ANY EXISTING FAILING, DAMAGED, OR NON-ADA COMPLIANT FRONTAGE
IMPROVEMENTS SHALL BE REMOVED AND REPLACED AS DETERMINED BY THE
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EXISTING FIRE HYDRANT TO REMAIN
CITY ENGINEERING INSPECTOR.
EXISTING TREES TO BE REMOVED. OWNER/DEVELOPER SHALL
18.
UTILITY PATCHES WITH LESS THAN 20-FEET OF SEPARATION SHALL BE
(DPROVIDE
THE CITY OF EDMONDS WRITTEN ACCEPTANCE FROM
COMBINED AND FULL WIDTH OF HALF WIDTH OVERLAY WILL BE REQUIRED
THE NEIGHBORING PROPERTY OWNER FOR REMOVAL OF TREES
DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL
ON THE NEIGHBOR'S PROPERTY.
ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE
GRIND AND OVERLAY PER CITY OF EDMONDS STANDARDS. SEE
CENTERLINE OF THE ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH
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SITE NOTE #19, THIS SHEET, FOR ADDITIONAL INFORMATION.
TRAVEL LANES, A FULL WIDTH OVERLAY IS REQUIRED.
SANITARY SEWER FORCE MAIN NOTE:
CONTRACTOR TO USE EXTREME
CAUTION AROUND EXISTING SANITARY
SEWER FORCE MAIN DURING
CONSTRUCTION ACTIVITIES.
CONTRACTOR SHALL LOCATE AND
COORDINATE WITH CITY OF
LYNNWOOD PRIOR TO CONSTRUCTION.
HIGH PRESSURE GAS MAIN NOTE:
CONTRACTOR TO USE EXTREME
CAUTION AROUND EXISTING HIGH
PRESSURE GAS MAIN DURING
CONSTRUCTION ACTIVITIES.
CONTRACTOR SHALL LOCATE AND
COORDINATE WITH GAS PURVEYOR
PRIOR TO CONSTRUCTION.
REPLACE STOP BAR, CROSSWALK, CENTER LINES,-56
AA LANE LINES, BIKE LANE MARKINGS, AND TURN c-1. c-1.
LANE MARKINGS. SEE NOTE 18 FOR RESTORATION
LIMITS BASED ON LANE WIDTHS.
BB EXISTING CITY OF LYNNWOOD SANITARY SEWER FORCE MAIN.
SEE SITE NOTE #19, THIS SHEET,FOR ADDITIONAL INFORMATION.
cc FIRE LANE MARKING REQUIREMENTS: C-1.1-5s
1. THE CURB SHALL BE PAINTED YELLOW IN COLOR WITH THE
WORDS "FIRE LANE - NO PARKING" PAINTED IN BLACK
WITH A MINIMUM 1/2" STROKE AND 3" HIGH.
2. THE FLUSH CURB AT THE SIDEWALK SHALL BE PAINTED
YELLOW IN COLOR.
ODD PRESERVE AND PROTECT EXISTING TREE TO REMAIN. PROTECT
EXISTING TREE PER ECDC 23.10.
OEE DOUBLE SIDED BLUE RAISED PAVEMENT MARKER PER CITY OF
EDMONDS STANDARD DETAIL WA-100.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
CITY ENGINEERING DIVISION
NAVIX
SITE I CIVIL
11235 s.e. 6th street I suite 150
bellevue, wa 98004
t: 425.453.9501 1 f: 425-453-8208
www.navixeng.com
CLIENT/OWNER
ANTHOLOGY
SENIOR LIVING
PROJECT NAME
ANTHOLOGY
OF EDMONDS
NAVIX PROJECT NUMBER: 50-616-001
PROJECT ADDRESS
21200 72ND AVE W
EDMONDS, WA 98026
STAMP
•A 41872
�SSIONAL E���
O//07/2022
REVISIONS
REV
ISSUED FOR:
DATE
1
DESIGN REVIEW SUBMITTAL
03.22.19
2
DESIGN REVIEW RESUBMITTAL
05.16.19
3
DESIGN REVIEW RESUBMITTAL
06.26.19
4
CIVIL PERMIT
07.09.19
5
PERMIT RESUBMITTAL
10.07.19
6
PERMIT RESUBMITTAL
03.02.20
7
PERMIT RESUBMITTAL
03.20.20
8
DESIGN REVIEW RESUBMITTAL
01.22.21
9
DESIGN REVIEW RESUBMITTAL
05.14.21
10
PERMIT RESUBMITTAL
06.29.21
11
PLUMBING PERMIT RESUBMITTAL
10.20.21
12
CIVIL PERMIT RESUBMITTAL
01.07.22
0
0
SECTION, TOWNSHIP, RANGE:
NW 1/4, NW 114, SEC 29, T 27 IN, RANGE
4 EAST, W.M.
PROJECT TEAM
REVIEWED BY: J. TAFLIN
DESIGNED BY: J. GREEN
SHEET NAME
SITE
IMPROVEMENT
PLAN
SHEET NUMBER
C-1.0
BLD2021-0116
SCALE: NTS
SCALE: NTS