ENG PROJECT ASBUILTV KEY NOTES
Oi
ROOF OVERHANG (TYP) -
APPIRMIMATE LOCATION F X IF
N KEY
DESCRIPTION DETAIU SHEET
PERIMETER FOOTING DRAIN-4" SEE
SSS. CONTRACTOR CONFIRM
LOCATION SIZE. DEPTH, AND
53 LF 8"SD�2,00%MIN SLOPE
PERFORATED PVC PIPE IN 8" MIN
GE.TECHNICAL
CONDITION OF SSS PRIOR TO
5 D
t0 1D 20
CB -TYPE 1.#1W/ SOLID LOCKING LID
WASHED GRAVEL, WRAPPED IN
NON -WOVEN FILTER FABRIC P) REPORT
(ry
INSTALLATION OF ONSITE SEWER
SYSTEM. IF LESS THAN 6" DIAMETER,
SCALE IN FEET
82' MIN SUMP
16 LF 6" TRENCH DRAIN
A NEW 8" SSS AND CONNECTION TO
LEGEND:
RIM 495.06
RIM 498.00
THE B" SS IN THE ALLEY IS REQUIRED,
1IE (S) 481.00
12"IE(E)490
0
4" SOUD WALL SD FOOTING DRAIN
-
O
IF THE EXISTING SEWER LATERAL IS
PROPOSED TO BE REUSED, THE
-
ASPHALT _ O
12" IE (W) 490.2020s G+COS
TIGHTLINE C 2.00%MIN SLOPE
CITY'S PUBLIC WORKS DEPARTMENT
AGE CONCRETE
CONTRACTOR TO POTHOLE
+Q+
6" SDCO
RIM 498.80 MC07
WILL NEED TO TV THE LATERAL TO
CONNECTION PRIOR TO ORDERING
CATCH BASIN METERIALS; IF RIM TO
6" IE 494.00
DETERMINE IF IT IS ACCEPTABLE TO
RE -USE. CONTACT THE CITY OF
LANDSCAPE
INVERT EXCEEDS 5' IN HEIGHT, A TYPE
6" SDCO
EDMONDS PUBLIC WORKS SEWER
-
21S REQUIRED
® Q
RIM 495.80 NMO]
DIVISION, 125-n1-0234, TO SCHEDULE
PERMEABLE PAVEMENT (SEE DETAIL O/C07)
O
IL T J'N/CO6
6" IE 493.00
AN INSPECTION
CB- TYPE 1, #2
_
SAWCUT AND MATCH EG O 8 LF 6" SSS @ 2.00%MIN SLOPE -
ROOF HATCH
O
10 LF d" SD @ 2.00%MIN SLOPE
W/ HERRINGBONE GRATE 82' MIN
ROOFDOWNSPOUTTIGHTLINE
SUMP
RIM 485.75
GRAVEL FILLED DRYWELL O
MIN
2.00%MIN SLOPE 82'MIN COVER -
6"IE (N)493.00 (W/SPILL CONTROL
(TYP)
ELBOW)
Oe
4" ROOF DOWNSPOUT (TYP) -
+Os
6" IE (W)493.10
G/C058 P/C07
GENERAL NOTES:
uc-uc -nlc-� uc-uc
e•vE (E) d9as0 (OVERFLOW)
0'IE(S) 493.00(FTG ORN TIGHTLINE)
i. A RATION RESULTING FROM THE ].
ALL UTILITY TRENCHES WITHIN V OF THE EDGES OF THE
BUILDING FOOTING DRAINS MUST BE
INSTAL OF U
INSTALLATION
INSTALLATION OF UTILITIES IS TO BE COMPLETED BY THE
INFILTRATION LS SHALLBE WRAPPED AN
SET AT AN ELEVATION ALLOWING FOR
OS'MINIMUM FREEBOARD FROM THE
CONTRACTOR.
US IN R TO E
OVERFLOW IE TO THE PERFORATED
STORMIMPERIA
ATER FROM SEEPING IWO THE
STORMWATER FROM SEEPING INTO THE UTILITY TRENCHES. ®
PORTIONS OF THE FOOTING DRAIN
2. MAINTAIN A MINIMUM OF 3' HORIZONTAL SEPARATION
sD-so-sD-so-sc-sD-
U BIG X 5 O U D
BETWEEN DRY UTILITIES (GAS, POWER, ETC) AND WET-so-sD-sP-s
s-so-so-o-sD-
so
TO BE ROUTED INTERNALLY TO
UTILITIES (WATER, SEWER. AND STORM)
SINGLE POINT OF COMPLIANCE AT
THE PERIMETER OF THE BUILDING.
3. MAINTAIN A MINIMUM OF 10' HORIZONTAL SEPARATION
O
NO PLUMBING FIXTURES ARE
_
BETWEEN WATER AND SEWER LINES
I
I
'
PROPOSED BELOW LEVEL 3 OF UNITE
INFILTRATION
- ��_ - - - -
(ELEV 514,00)
8" IE W6.50t
4. MAINTAIN A MINIMUM OF 5'HORIZONTAL SEPARATION
`
RENCH
NEW GAS SERVICE CONNECTION TO
BETWEEN SEWER AND STORM LINES F-t 8k8'5D
\
1
/ 6' PERF PIPE &
B" SOLID WALL PIPE
CONNECTINGTWO
O
EX Z" GAS MAIN. CONTRACTOR TO
COORDINATE WITH PSE
5. UTILITY PATCHES SHALL BE COMSINEDANDFULLWIDTHOR
CATCHCLEANOUT
INFILTRATION
O
8" SSSCO
RIM 508.75
E/COS
HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON RIM ELEV: d95.12 ENCHES
THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES
05.0
8" IE 505.00
FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY
PLUMBING FIXTURES FOR UNITS A & C
TO BE ROUTED INTERNALLY TO A
1 SHALL EXTEND TO THE CENTERLINE OF ROADWAY. MERE _ _ INFILTRATION
TRENCH
UTILITYPATCHESEXTEND INTO BOTH TRAVEL LANES, AFULL
•
11'T1q•z2Yp
SINGLE POINT OF COMPLIANCE AT
WIDTH OVERLAY IS REQUIRED
- B° TEE
--
WI8"PERF PIPER I
a r CLEANOUT
O
THE PERIMETER OF BUILDING C.
NO PLUMBING FIXTURES ARE
_
6. SIDE SEWER MUST MAINTAIN A 2.00% MIN SLOPE. IF PIPE
PROPOSED BELOW LEVEL 3 OF UNIT A
SLOPE EXCEEDS 20% THE PIPE MUST BE ANCHORED,
--
(ELEV514.00)
6" IE SU5.50t
°g5
�D
OO
EXISTING2"MPEGASMAIN
-
�rru
° -
DEVELOPED AREA CALCULATIONS
PROPOSEDCONDITIONS`
u
-
COMPLETED BYORIVERVIEw
EXCAVATING ON it/132020
�•
O
6 F8"555�2.00%MIN SLOPE
O
APPROXIMATE LOCATION OF
AS-BUIERVIEWMARKUPS
UPSVATINGED
BY RIVERVIEW EXCAVATING
R
gRFA DssCR�IOx IN ACRES
I
NEAREST FIRE HYDRANT
_
gREq (ox srcE7 D+s
^90 DEGREE $
DESIGNVOLUMEOF(3)
EX WATER METERANDSERVICETO
BEND e
DRYWELLS: 368 CF STORAGE
O
BE RETIRED
_
-DESCRIPTION IN., AREA IN ACRES
F a96
Ci°
-- B VOLUME OF CONSTRUCTED
O
(4) NEW 1" WATER SERVICE
CONNECTIONS T08"CI WATERMAIN
„ ;S
FEa sGDD
(2)
INFILTRATION TRENCHE6: 385.4
O
(I NEW 1" WATER METERS
(COMBINATION DOMESTIC & FIRE)
M/COB
ON SITE)
I - _J
-
L- _
CF STORAGE
O
NOT USED
o/
001
TRENCH IN
16LF 8"TRENCHDRAIN
CONNECTION TO -
O
RIM 514.00
_
PERVx)USARFAS gREq Ix sO Fi AREA IN ACRE9
CB
5' O INFILTRATION DRYWELL #1
IAN09ogPNG(ONsnEI I m um
S
FG 495.50
%UNIT
-A
_
0
TOPOFORYWELL493.50
BOTTOM OFDRYWELL487.25
H��
FIRE PROTECTION NOTES:
I NRFF000
ENTRYFFWSOO
I
6"IS(E)491.50
/ # S D
6" IE (S) 492.50
1. A NFPA 13D FIRE SPRINKLER SYSTEM IS REQUIRED FOR
/ $ I
sm
s' 0INFILTRATION DRYWELL #2
ALL UNITS (TO BE DESIGNED BY OTHERS).
-
2.4"STORZ TYPE FITTINGS ARE REQUIRED TO BE
dl
m
&
8'� =
OO
TO496.00P OF DRYWELL d93.50
BOTTOM OFDRYWEU-487.25
H/CO6
INSTALLED ONTHEEXFIREHYDRANTINFRONTOF632
�I
s1O
fi"IE IS)491.50
BELL STAND THE EX FIRE HYDRANTON THE CORNER OF
\
gg $
- �\\1
8IE(W)491.60
5'01NFILTRATION DRYWELL#3
FG 496.]0
]TH AVE NAND BELL ST. 8 �,
>; I
ABBREVIATIONS: LF LINEAL FEET
LS LAND SURVEYOR
NIT
�e -. O
Sosoo
UNIX
ExrPY FF 5+4W.
-
Q
TOP OF DRYWELL 493.50
BOTTOM OF
H/Cos
BLDG = BUILDING OHP =OVERHEAD POWER
6" IE (W) 491,50
BM =BENCHMARK PL =PROPERTY LINE
- -
m
'
fi"IE (E)492.50
O
4 LF 4" SD CONNECTING TRENCH
DRAINS
_
SOTS = BOTTOM OF STEP(S) PVT = POINT OF VERTICAL $
INTERSECTION dP 1Ss� ♦
CB =CATCH BASIN
CL =CENTERLINE ROW =RIGHT OF WAY
t4
�a
7 LF 4" SD 2.00%MIN SLOPE
-
CW = CONCRETE WALK SO = STORM DRAIN Y 5u OgRAt 0
DR N = FOOTING DRAIN SDCO = STORM DRAIN CLEANOUT
_�
-�$
514.a
O
RIM51C2O85
NICO]
s+s
EG =EXISTING GRADE SDFM = STORM DRAIN FORCE I
EL = ELEVATION MAIN
1
6" IE 509.85
ELEV =ELEVATION SDMH = STORM DRAIN MANHOLE
O
97 LF 6" ED 0 2.00%MIN SLOPE
-
ES MT = EASEMENT SS = SANITARY SEWER
EX = EXISTING SSMH = SANITARY SEWER
., L° - - -
1
- - - - - -
J
NOT USED
FF =FINISHED FLOOR MANHOLE
FG =FINISHED GRADE SSS = SANITARY SIDE SEWER
SSSCO= SANITARY SIDE SEWER
1 m �°+Tfss�srps-sssa
IJ
" 11
a
",
CB-TYPE1 #4W/HERRINGBONE
FH = LOCATION OF NEAREST
s FIREHYDRANT CLEANOUT
TOC =TOP OF CUR B
°;l
�17
m
O
GRATE&Z MIN SUMP
�C068P/C07
FL=FLOWLINE
G =GAS TOPS =TOP OF STEP(S)
HIM=HOT MIX ASPHALT TYP =TYPICAL
_ a
_ _
°•
6'!E((W) 510,00(WI SPILL CONTROL
ELBOW)
NOT USED
-
10 =INNER DIAMETER W =WATER
IE =INVERT ELEVATION WDF =WOOD FENCE
_
7LF 6"SD@Z00%MIN SLOPE
-
BUILDING (ON SREI
35B
ppe
AYROANALL
t]
D.W
DRIVE -LEY (ROM
AYs
t,OW
DOS
IOry SrcE)
0
BLF 6"SD02.00%MIN SLOPE
s
�_
0
9LF fi"SD@2.00%MIN SLOPE
eOi
12 LF 6"SD@ELEV 491.50
O
11 LF 8'SD@ELEV 491.50
INSTALL OBSERVATION PORT IN
0
CENTER OF DRYWELL W/TRAFFIC
H/cos
qsw
RATED LID
RIM 495.50
-
=
lymsi
0
BLF B"SD@2.00%MIN SLOPE
0
]LF 8"SD@2.00%MIN SLOPE
CB -TYPE 1,#3
W/SOLID LOCKING UD 82'MIN SUMP
O
RIM487.80
GICOS�H£�
8" IE (S) 484.10
6" IE (W)494.00
4 g
G
W a
0
ST LF B"SD@2.00%MIN SLOPE
b �
SOCO
O8'
RIM 511.70
8" IE 508.70
N/CW
�Q
�
1-12" PE WATER SERVICE LINE TO BE
INSTALLED FROM THE BACK OF THE
O
METERS TO THE BUILDING. 14 GA.
VINYL COATED WIRE TRACER TO BE
INSTALLED ON THE WATER SERVICE
_
MOD UNDEDAT THE METERINSTALL
OBSERVATION PORT IN
O
CENTER OF ORYWELLW/TRAFFIC
RATED LID
HMa'
�muSm �LL
RIM 485.80
INSTALL OBSERVATION PORT IN
O
CENTER OF DRYWELL W/TRAFFIC
RATED LID
HICO6
RIM 496.22
COMMAND UGP SERVICES TO BE
ROUTED FROM POWER POLE AT SW
CORNER OF ]TH AVE N ANO BELL ST
PER DIRECTION FROM SNOHOMISH
COUNTY PUD. SERVICES TO BE
O
PLACED IN COMMON TRENCH AND
DISTURBED PAVEMENT IN ROW SHALL
BE REPLACED IN -KIND. FINAL DESIGN
AND SERVICE SIZES TO BE
COORDINATED W/SNO' WISH
COUNTY PUD 8 COMM SERVICE
O
NECESSARY BY SNOHOMISH COUNTYC
PUD. LOCATION TBO
8' SSSCO
O
RIM 514.10
EICOS
8' IE 508.35
O
19 LF 8"SSS @2.00%MIN SLOPE
-
8'SSSCO
O
RIM 514.10
EICOS
6" IE 505.95
sOi
54 LF 8'SSS @2.00%MIN SLOPE
-
O
281E So SSS G2.00%MIN SLOPE
-
CONNECT TO EX B' SSS ANO INSTALL
6' SSSCO W/ 12" LPMPHOLE COVER W/
OUPSTREAM
12"HEXBOLTS. REMOVE EX SSS
(NORTH) OF THE
CONNECTION POINT
EICOS
�
Q
6^ IE 504.40t
CONTRACTOR TO CONFIRM DEPTH OF
o z
W W �
m
EX SS
(
F
RECEIVED
CHE-
JUN 211N"
DWELOOUPMF11N1�ER�6WF3 - nZ �ti� Ss
FPR-111FxS1xUCnoN xEEi NUMBE
COV OF EDMowOs
C04