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Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
LEGEND:
®
FOUND MONUMENT AS NOTED
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FOUND CORNER MONUMENT AS NOTED
h'
PROPERTY LINE
P.C.
PROPERTY CORNER
—u—
ROAD SIGNAGE
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POWER JUNCTION BOX, SIZE VARIES
CABLE JUNCTION BOX, SIZE VARIES
El
TELEPHONE JUNCTION BOX, SIZE VARIES
¢
LIGHT POLE WITH ARM
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WATER METER
�Q
WA TER VAL VE
FIRE HYDRANT
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STORM DRAIN CATCH BASIN
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
O
TELEPHONE MANHOLE
WDF
WOOD FENCE
CLF
CHAINLINK FENCE
o
DECIDUOUS TREE
EVERGREEN TREE
SANITARY SEWER LINE
— — — —
STORM LINE
UNDERGROUND POWER
UNDERGROUND WA TER
G —
UNDERGROUND GAS
UNDERGROUND TELEPHONE
UNDERGROUND CABLE
EDGE OF PA VEMEN T
FENCE
CONCRETE
TESC LEGEND:
CL
CONSTRUCTION LIMITS
SF
REINFORCED SIL T FENCE
DC
DUST CONTROL
MU
MULCHING, MATTING, & COMPOST BLANKETS
OINLET
PROTECTION
PS
PERMANENT SEEDING AND PLANTING
SS
STREET SWEEPING & VACUUMING
1r
►6
NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M.
BA SSA NO MUL TI=FA MIL Y
FOUND 1 /2" REBAR
WITH YELLOW PLASTIC
CAP STAMPED "HSA
PLS 29282" AT P.C.
6'WDF IS 1.9'W. X
0.5N. OF P.C.
5'WDF IS 2.8'W.
X 1.0'S. OF P.C.
FOUND 1/ 2" REBAR WITH
YELLOW PLASTIC CAP STAMPED
"CRONES LS 29537" 0.0'E. X
0.1'N. OF P.C.
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
O 425 827 3063 F 425 827 2423
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FOUND 2" IRON PIPE WITH BIG 0 O CONSTRUCTION SEQUENCE: p
NAIL, 0.1 ' W. X 0.1 ' S OF P . C. 1. PRE —CONSTRUCTION MEETING. O
a 11 LIMITS OF HALF a 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE STREET GRIND AND II CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). O 6
OVERLAY (TYP.) J. FLAG OR FENCE CLEARING LIMITS.
B LD G '" ' r A� 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED.
SIDEWALK REBUILD TO BE EXTENDED I I Ell 5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). U
6'CLF TO NEAREST EXPANSION JOINT W 6. CONSTRUCT UTILITIES AND GRADE SITE FOR CONSTRUCTION OF THE
TOWNHOUSES.
CROSSES I 7. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DA YS
N887450 W 0.09 o _ I DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH
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- ------ EQUIVALENT STRAW W I MULCH, COMPOST, PLASTIC SHEETING UIVAL
" I 8. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
-------------- '----------------
MU -----------� Q 9. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
a°. I 10. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE
PS I a STABILIZED AND BMPS REMOVED IF APPROPRIATE.
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GARAGE /I
MISTING CONCRETE DRIVEWAY TO BE a i,
USED AS CONSTRUCTION ENTRANCE
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BLDG #121 '7 I v
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SIDEWALK REBUILD TO BE EXTENDED I
TO NEAREST EXPANSION JOINT ON a
BOTH SIDES OF THE PROPERTY o / I I
SAWCUT PER COR I I
STD. DTL. 110.1 (TYP.)
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2 CITY COMMENTS 7.3.24 YLP 08.23.24 YLP SURVEYED: SCALE:
DJC VERTICAL: NAVD 1988
3 CITY COMMENTS 9.10.24 YLP 09.19.24 YAP DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991
4 STORM REVISION DUE TO DUCT BANK CONFLICT YLP 12.13.24 YLP YLP
5 UTILITY REVISION YLP 01.10.25 YLP DRAWN:
GLB ONE INCH DATUM
6 UTILITY REVISION YLP 01.24.25 YLP CHECKED: Y� .
AT FULL SCALE
IF NOT ONE INCH
N 0. REVISION BY I DATE AP P R APPROVED: SCALE ACCORDINGLY
YLP
1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED T
NECESSARY BY COR INSPECTOR.
2. COORDINATE WITH NEIGHBORING PROPERTY OWNERS THE REMOVAL OF FENCES
AND STRUCTURES. O
3. BAKER TANKS (AS NECESSARY) WILL BE UTILIZED.
4. MEASURES WILL BE PROVIDED TO ENSURE THAT NO RUNOFF FROM THE SITE O
SHALL GO TO ADJACENT PROPERTIES EITHER DURING OR AFTER O
CONSTRUCTION. 1
5. SILT FENCE WILL BE PROVIDED AT ALL DOWN SLOPES. O
6. IF GROUNDWATER IS ENCOUNTERED DURING EXCAVATION, THEN DE —WATERING N
MEASURES ARE TO BE UTILIZED AS NEEDED PER GEOTECHNICAL .
RECOMMENDA TIONS.
DEWA TERING NO TE:
DEWA TERING IS NOT ANTICIPATED FOR THE SITE. SHOULD DEWA TERING CONTROL
BE NECESSARY, CONTRACTOR SHALL APPLY FOR A CONSTRUCTION DEWATERING
PERMIT WITH CITY OF RENTON IN ORDER TO DISCHARGE TO THE SANITARY SEWER
SYSTEM IN WELLS AVENUE S.
SIDEWALK CLOSURE NOTE:
THE PROJECT IS PROPOSING TO CLOSE THE SIDEWALK ALONG THE FRONTAGE FOR
THE LENGTH OF CONSTRUCTION TO ALLOW FOR ADDITIONAL STAGING AREA.
SD
RIN
8"I
NORTH
GRAPHIC SCALE
0 10, 20' 40'
1 INCH = 20 FT.
•
C TY OF
RENTON
V`R
VANIV
Planning/Building/Public Works Dept.
AS -BUILT
NO AS -BUILT INFORMATON ON THIS SHEET.
"I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS,
ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS,
ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY
ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 912412025."
J
R-417603LL
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS —
BASSANO MULTI -FAMILY
TESC PLAN
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DATE: C`�
11.20.20 m FIELDBOOK:
PAGE:
117 WELLS AVENUE S C3
RENTON, WASHINGTON 98057 SHEET: 3 OF:20
DRS PROJECT NO. 20070