C3.1 Paper (2)I
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ASPHALT
SIDEWALK
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NO MON. FND.
FOUND CASE
N 0.7 E 1.8
IE IN (8" E): 136.33 I
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SCALE: 1" = 10'
SMIH RIM=1
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NE 1/4, SE 1/4, SECTION 13, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
� j '� i
I I I X
_ S 84'58112" E I I 18„ 16
X / 30„ S
TOP: 142.0� ] 1
lcl!TOE: I I 114" TOP:160.0
0 \ EG: 141.0 I I I 11 \ \ TOE: 158.0
04 I I� TOP: 1561.0 EG: 159.0
w I \ TOP: 142.0 l SA I TOE: 154.0 \ \
TOE: 141.0 I \ \ \ G: 156.0 WINDOW WELL
j� EG: 141.0 \ \ \ \ TOP:156.0
\ 1S s S 6 \ TOE: 150.0
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E X WINDOW WELL /
Z I TOP\ 147.0 g8 \ \ INDO \ \ TOP: 158.0 /
TOE: \ TOP. 147.0 WEL'L TOE: 145.0 `• TOE. 150.0
° \
I TOP: 141.75 1 4.50 \ TOP: 155 0 �2 � �
TOE: 140.0 \ 1- - _ \ \ TOE: 15(:W \ h WINDOW WELL
TOP: 164.0
1
o �F _ \ -TOE:-1759.75_ 70 - a
R/F \ O
RQOF A D FOOTING \ R/F
DRAIN (SEPARAT 4 R/F
\ 1 SEE DETAIL)
\ P: R/F R/F
\ OP 47.0 j \
E .50 so 1.50 \ \
0) \ TOP: 141.75 " ° I' ENTR1\158.0 TOE 47.0 \ 30"
M TOE: 139.50 \ (MAIN FLOOR TO
rn I \ COVERED`DECK AB
O)
l
67.09' \
SDCO ° \
ON
q ° AA
WA WA WA WA�
+ R OF NEW SINGLE_, FAMILY R�DENCE \
I ER NG ENTRY: 158.0 I T I o
(MAIN FLOOR TO
MAIN FIFE: 158.0
COVERED DECK ABOVE) BSMT FFE: 147p
IBSMT ENTRY: 47.0
125 8' WIDE
GRAVEL ADDITIO TOP: 141.75 CONNECT ROF CONN CT FOOTING\
TOE: 139.50 I DRAINS ONLY DRAINS ONLY / V)
O: 1/47.0 I (MAX IE: 143.0) I \ I I I / Q
53'x5'X3' INFILTRATION TRENCH TOE: 45.0 MAI ENTRY: 158.0 I
2 TOP OF TRENCH: 142.0
C3. BOTTOM OF TRENCH. 139.0
4" AREAI'DRAIN
TOP: 147.0 - - j/ I (TIE IN
T ROOF SEE ARCH PLANS
° FOR BASEMENT
TOP 141 50 TOE 144 50
w i I - DRAINS)
U 14 0 j/a �// N WALL LOCATIONS
° F a I GARAGE TI AND HEIGHTS
EG: 138.7
a a I-_ _ j/ ENTRY: 158.0 \
TOP. 45.0 /
T E: 14 0 SS j ` co \
° G:144. -- �
TYPE I CATCH BASIN (SOLID LID) F L / T I \
l _ - ----------
dAl
I /-IE IN (6" NE): 141.50 / F / / a l
l/ IE OUT (6" NW): 141.0
&QIJT (6' SW, OVERFLOW): 141.40
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TOr 14z. \ TOP: 145.0Ln
j I / ' ✓ /
TOE: 141.50 _ TOE: 144.50/ j I 9 9
\ EG: 141.50 _ EG: 145.50 TOP: 150. 157.9 T P: 61. /
TIE FOOTING DRAIN I TOE: 148. 0 21046 57 E \ o INTO OVERFLOW PIPE O� - � SS='¢2„ I Shp EG: 151.0 TOP: 155.50 .160.0
/ _ 14 I TOE:154.0 I P:159.0 G: 60.0 \ 14
TOP:/149.0 5' 4 EG:155.0 157.86 T :157.95 4/
\ O TO�: 148.0 j TO 155.25 5 159j / 2' HT CO
4 O°)° EG: 149.0 .0 RETA �NG W ILL
I J RAMP GRADES 52.50 T : 155.157.9 0 I 0
OE: 152.0 -
I I
EG: 154.50
- - --=----- -I------ �<<
\ I I I 1' SAWCUT IN j TYPE f CATCH BASIN
/ _ I ASPHALT. WIDEN / `' RIM: 157.68
)
\ I , I IE 6" N 155.18
WESTBOUND TRAVEL I 2 l (TIE INTO ROOF DRAINS)
LANE TO 11 MIN / 158.6
-M H 5 707, j I P SED ASPHALT
�_9.=2 E / 3 WAY
/ I BSW 45.12
C3.2
a .83
1 2.06 BSW 147.81CB RI _SW 15159 BSW 15553
157.38IE OU =1 .06 BSW 1 0
IE IN=140.�4 a �I aTO 45.
01 �TOC 447,73 / TOC 151.51 � a T� 155. 5 - OC 157.22
r� L„ 0 .
-- -- - - - - - - - o/ a
MH RIM-1 0.33 I I T F-T"
- I 144.54 I I 15 .72
- 147.23 I I I S 151.01 S 154.95 157.30
S -� I I I TYPE I CATCH BASIN RIM
LILJ I I RIM:158.0±/
IE OUT (8 S): 156.0±
i 1 `190TH PL SW
,a.
GRADING QUANTITIES
TOTAL EXCAVATION (CUT) - 1120 CU YDS TOTAL
EMBANKMENT (FILL) - 850 CU YDS
TOTAL 1970 CU YDS
THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT PROCESS
ONLY. THESE VALUES ARE APPROXIMATE. DO NOT USE FOR
BIDDING, PAYMENT, OR ESTIMATING PURPOSES.
PAVING LEGEND
NEW ASPHALT
OVERLAY EXISTING ASPHALT
NEW CONCRETE
6.3
58 \` 6� 0
mv4158.25 O �� 7782, /
158.43 -
AT ,/ / i 0
� .017 ti �0
160.27
J
a l 14N
IE OUT (8" W): 162.73 /
\
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rl I�
/ N I cV
to
0
1 0 3- S I S oROi
_ GRP
7•79 162. 0 DRILITIES BY OTHERS I P \
I (BRING OF F �X+9UNG - P
REPLAQE EXIST CB / UTILITY POLE) -
LID W SOLID NOW
SLIP L D. ADJUST RIM
AS NECESSARY
ASPH.I
NOTES:
NOTE:
1. 3' SEPARATION IS REQUIRED BETWEEN THE DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC.) AND EG: EXISTING GRADE
SEWER, WATER, AND STORM AND 5' FROM ANY CITY MAIN LINES. 2. SITE WALLS PER STRUCTURAL. TOP: FINISH GRADE AT TOP OF WALL 3. DRIVEWAY SLOPES SHALL NOT EXCEED 14% SLOPE. TOE: FINISH GRADE AT BOTTOM OF WALL
4. CONTRACTOR TO VERIFY EXISTING ELEVATIONS PRIOR TO CONNECTING PROPOSED DRAINAGE
SYSTEM.
5. FOR TRENCHING, SEE DETAIL 4/C4.2.
6. TIGHTLINE PIPES UNDER DRIVABLE SURFACES SHALL HAVE 2' MINIMUM COVER.
7. NEW/REPLACED IMPERVIOUS SURFACE: 7,344 SF
- ROOF:
4,000 SF
- DECK/WALKWAYS (UNCOVERED):
256 SF
- DRIVEWAY (ON -SITE, UNCOVERED):
812 SF
- DRIVEWAY (ROW, UNCOVERED):
351 SF
- 190TH ROAD WIDENING:
264 SF
- SIDEWALK:
722 SF
- OLYMPIC VIEW DR GRAVEL ADDITION:
939 SF
8. ALL DISTURBED AREAS ON AND OFF -SITE SHALL BE COMPOST AMENDED PER REQUIREMENTS OF
BMP T5.13 IN THE STORMWATER MANUAL, VOLUME V, CHAPTER 5.
9 ALL FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR NOT THE CITY OF EDMONDS
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- - - CB RIM
I REVISION
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D SD
/ CB RIM=171.42
1. GEOTECHNICAL ENGINEERING REPORT
REPORT NUMBER: 12058
PREPARED BY: SOUTH FORK GEOSCIENCES
DATED: JANUARY 14, 2014
2. STORMWATER INFILTRATION LETTER
REPORT NUMBER: 1105019
PREPARED BY: NELSON GEOTECHNICAL ASSOCIATES
DATED: MAY 24, 2019
20
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
May 4, 2020
DAB;,
13y:
CITY ENGINURING DI ISIOIN
C3�J
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
Cs GUjr
WASH l�
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25385
Is rEg ti
IONAL�
04/07/20
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DESIGN: TAF
DRAWN: ATD
CHECK: JPU
JOB NO: 18300.20
DATE: 01 /21 / 1 9
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