ENG PROJECT ASBUILT - LFI
0 PPU
EX -CB
RIM=243.74
IE=241.84 (12" S)
EX -CB
RIM=243.72 0.
IE=241.66 (12" SW) -A -iF01.69 (12- SW)
IE=241.66 (12" N)-IF-401.66 (12- N)
IE=241.66 (12" E)-NEW
EX -CB
RIM=242.81
12 CONCRETE �
CB-1 (TYPE 1)
RIM=246.15
El IE=242.25 (12" W)
/ IE=242.25 (12" S)
3
zo
d
0
o
EX -CB
RIM=238.35
IE=235.30 (12" N)
\ SO
t CB EX. CB 12-365
_ RIM=247.34 TYPE 1 W/GRATE
dH0 IE = 1.9' BELOW RIM EL
SD -
/ -0- PTLU
\ WV
ASPH.\ M
RAMP NEW qW
s GV M
CB-2 TYPE 1
RIM=255.11
IE=251.51 (12" N&SE) r w
IE=252.26 (4" S) s ... s..+.
CB-2 s 2" COPPER WV
N 88~39'36" W LINES
37.05' CBW
CB-3 1p
CJB0®
EJB s
PV lb
GM
CB-3 (TYPE 1) (X4) HVAC@�y CB-4/ .:.: H:•:...
PM
RIM=260.13 (X5) 0 CA s: \
1E=256.83 (12" NW&E) .•
IE=257.53 (4" S) CB-4 TYPE 1 Y CBW
RIM=261.59 / � 0� �\ f ' • ..1, ..: \
IE=258.54 (12" W&E) i
IE=259.14 (4" S) / PM a �4)'
/ 313 77'
ElYD C0114 PER COE SS-200 (X5) GM W.. 25o CB-5 a:
W/12" CAST IRON LAMPHOLE 1 1/2" (X5)
/ V r• •~
SSCO COVER W 1 2 WATER LINE HEXBOLTS
Rlbf--�6i'5:2- RIM=262.78 / HVAC Via,f. .,
.4 /E=259.58 j /i 1 1/2" s .� .1.
WATER LINE s• '`t;\tiF
2" POLY
FDC LINE 7 KSW
2"POLY s• •� h \
2" POLY / CB-5 TYPE 1 P KSW
s FIRE LINE RIM=262.63
sa 6� / FDC LINE / i IE=260.53 (12" W&E)
2" POLY i / / IE=261.28 4" S / P
s
/ FIRE LINE / �' i ( ) /
L T / IE=260.58 (6" S) HVAC GM s. X
,`s PTL
</l CB- 6A CONTECH / / (X4) B- `; , f• / /
�Fc HVAC / l i RIM=262.20
® / IE=259.90 (CALCUALTED) 1 1/2" X5
s / / WATER LINE ( )
0 CO
�Q 1 1/2" COO200 PER COE RIM 264.66E 1
l IE=260.76 (12" W&E) F� i
\ WATER LINE O /� g� �IM266��7 IE=261.36 (4" S) CB-7 CONTECH �Q
sa 55 125 % SSCO CB/OW I / HVAC EIM26130 (CALCULATED)
® \
CB-8 CONTECH f
TRENCH DRAIN
CO 1 PER RIM=263.95 RIM=262.87 (NW)
"0 5� COE SS-200 IE=260.55 CALCULATED z ASP\
RIM=263.25 -RAO :266.9- / () IE=262.37 (NW) RAMP
1E=258.10 6-966. 4i SSCO r
CO 1 PER COE SS-200 I
1p err RIM=265.84
/-T-"r,16 IE=262.34 m
0 1 PER COE SS-200 < \\>
CB/OW / HVAC n TRENCH DRAIN
RIM=256.6 p\� �o>6 ��Y YD YD RIM=263.33 (SE)
\ IE=251.45 �O �� SO, oG HVAC ❑ IE=262.83 (SE)
�. 9A,
> sa 0S'' \ J 2" POLY SSCO D / w
`r0 ®sss FIRE LINE \1 FEC
Q� o,0 2" POLY CD
\ NPF� ��� ®� FDC LINE e
KSW - _ z
SSMH 4 TYPE-1 COE GU-42
STORM STRUCTURE MEASUREMENTS RIM=267.50
IE=261.70-fF�IN - 8" N & E)
EXISTING CB s IE=261.70 AF-�+ "
TYP. 1 STD. LID o (OUT- 8 SW)
RIM = 244.31 \ ��
12" CONC N = 241.66 /
12" CONC E = 241.66 J
12" CONC W = 241.66
CB-1
TYP. 1 STD. LID \ so CB RIM=255.86
RIM = 246.15 12" CONC. SE=252.36
12" DI W = 242.25 12� CONC. NW=252.26 SSMH-3
12" CPEP S = 242.25 12 CONC S=252.46
CB-2 SSMH#3 TYPE-1 COE V-421
TYP. 1 SOLID LID \ RIM=271.50-Rlk-269 ffl
RIM = 255.11
12" CPEP N = 251.51 IE=261.10-1E-z6�k9J(IN - 8" Pl/C N)
G 1E=261.10 ,C-�-99 (OUT- 8" SW)
12" CPEP SE = 251.51
4" PVC E = 252.26
CB-3
TYP. 1 SOLID LID \ CB RIM=255.35
RIM = 260.13 12" CONC. N=252.55
12" CPEP NW = 256.83 So
12" CPEP E = 256.83
4" PVC S = 257.53
CB-4 \
TYP. 1 SOLID LID so
RIM = 261.59
12" CPEP E & W = 258.54 SEWER STRUCTURE MEASUREMENTS \
6" PVC S = 259.14
SSMH-1
CB-5 \ SSMH
CB- 1 SOLID LID TYP 1. SOLID LID RIM=270.48 RW-
RIM = 26SOLID
RIM = 265.99 IE=260.08 �Alr �&
RIM CPEP E = 260.53 8" PVC N + S IE=260.08 lE-E6
- 260.53 CTR. CH. = 256.69
12" CPEP W
4" PVC S = 261.28 \
6" PVC S = 260.58 SSMH TYP 1..
SOLID LID
CB-6 RIM = 270.48
TYP. 1 SOLID LID 8" PVC N + S
RIM = 264.66 CTR. CH. = 260.08
12" CPEP E = 260.76 \
12" CPEP W = 260.76 SSMH-3
4" PVC S = 261.36 TYP 1. SOLID LID
RIM = 271.50
CB-6A 8" PVC NE + SE
CONTECH STRUCTURE CTR. CH. = 261.10 \
RIM=262.20
IE=259.90 (CALCULATED PER SSMH .
TYPSOLID LID
APPROVED PLAN SET) RIM 1.
RIM = 267.50
CB-7 8" PVC NW, N + SW
CONTECH STRUCTURE CTR. CH. = 261.70 RIM=265.99
RIM=263.60 IE=256.69
IE=261.30 (CALCULATED PER IE=256.69
APPROVED PLAN SET)
CB-8
CONTECH STRUCTURE
RIM=263.95
IE=260.55 (CALCULATED PER
APPROVED PLAN SET)
SSMH-4
S 88~40'48" E
Ad I 141.36'
10' SEWER
EASEMENT
KSW
8-9-24
N
20 0 20 40 60
Scale 1 " = 20'
MERIDIAN
ASSUMED
LEGEND:
ASPH ASPHALT
CB CATCH BASIN
CB/OW CATCH BASIN/OIL WATER SEP. (CONTECH)
CBW CINDER BLOCK WALL
CJB CABLE JUNCTION BOX
EJB ELECTRICAL JUNCTION BOX
FDC FIRE DEPARTMENT CONNECTION
FEC FACE OF EXTRUDED CURB
FH FIRE HYDRANT
FVC FACE OF VERTICAL CURB
GM GAS METER
GV GAS VALVE
HVAC HVAC UNIT
KSW KEYSTONE WALL
PM POWER METER
PPU POWER POLE W/UNDERGND
PTL POWER POLE W/XFMR&LIGHT
PTLU POWER POLE W/XFMR&LIGHT&UG
PV POWER VAULT
SSCO SANITARY SEWER CLEANOUT
SSMH SANITARY SEWER MANHOLE
WM WATER METER
WV WATER VALVE
ASPHALT HATCH CONCRETE HATCH
BENCHMARKS
ORIGINAL BM: WSDOT BM-JEFF RESET: FND. 3" DOMED BRASS DISC SURFACE MON.
STAMPED 'JEFF RESET' SET ON A CONCRETE WALKWAY IN BRACKETT'S
LANDING PARK NORTH OF THE EDMONDS FERRY TERMINAL.
ELEV. = 12.953
GENERAL NOTES
1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY
MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE
GENERAL CONDITION EXISTING AT THAT TIME.
2. UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE EVIDENCE OF
UTILITIES (I.E. PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS ETC.) THE
CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING
UTILITIES PRIOR TO CONSTRUCTION.
3. TREE SIZES WERE LOCATED & SPECIES DETERMINED TO THE BEST OF OUR ABILITY.
HOWEVER, TYEE SURVEYORS DOES NOT WARRANT THE ACCURACY OF SIZE & SPECIES
SHOWN HEREON. ANY TREES CONSIDERED TO BE CRITICAL SHOULD BE VERIFIED BY A
TRAINED ARBORIST.
4. THIS MAP DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD, IF ANY.
5. NO PROPERTY CORNERS WERE SET IN CONJUNCTION WITH THIS SURVEY.
LEGAL DESCRIPTION
FROM OLD REPUBLIC TITLE, LTD ORDER NUMBER 5207185676
ALL THAT PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 27
NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON, LYING NORTH OF
STATE ROAD NO. 1-W AND SOUTH OF COUNTY ROAD;
EXCEPT THE EAST 15 FEET THEREOF, AS MEASURED ON THE SOUTH LINE;
AND EXCEPT THE WEST 262.90 FEET OF SAID SOUTHWEST QUARTER OF THE NORTHWEST
QUARTER OF THE SOUTHWEST QUARTER, MEASURED ON THE NORTH LINE;
AND EXCEPT THE FOLLOWING DESCRIBED TRACT:
BEGINNING AT A POINT ON THE SOUTH LINE OF SAID SOUTHWEST QUARTER OF THE
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER 15 FEET WEST OF THE SOUTHEAST
CORNER THEREOF;
THENCE NORTH 1~ EAST 95.54 FEET TO THE SOUTHERLY LINE OF COUNTY ROAD;
THENCE NORTHWESTERLY ALONG THE SOUTHERLY LINE OF COUNTY ROAD 168.19 FEET;
THENCE SOUTH 1~ WEST 71.94 FEET, MORE OR LESS, TO THE NORTHEAST CORNER OF
TRACT CONVEYED TO OTTO E. MARTEN AND WIFE, BY DEED UNDER RECORDING NO.
1029868;
THENCE NORTH 82*32' WEST 260.05 FEET, MORE OR LESS, TO THE NORTHERLY LINE OF
STATE ROAD 1-W;
THENCE SOUTHEASTERLY ALONG THE NORTHERLY LINE OF SAID STATE ROAD 236.05 FEET,
MORE OR LESS, TO POINT ON THE SOUTH LINE OF SAID SUBDIVISION, 180 FEET WEST
OF THE SOUTHEAST CORNER THEREOF;
THENCE SOUTH 88*32' EAST 165 FEET TO THE TRUE POINT OF BEGINNING;
ALSO EXCEPT PORTION CONVEYED TO THE STATE OF WASHINGTON UNDER RECORDING NO.
2159660.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
EQUIPMENT & PROCEDURES
A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY
MEETS OR EXCEEDS W.A.C. 332-130-090.
PARCEL NUMBER: 27032500302600
SITE ADDRESS: 546 PARADISE LANE
NW1/4, SW1/4, SEC. 25, T. 27 N., R. 3 E., W.M.
CITY OF EDMONDS, WASHINGTON
SQ
REV- ADDED WATER LINE INFO, SEWER PIPE DESCRIPTIONS, LINEWORK CLEANUP 8-09-24 -AA