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, \ \ \ 1 1 -RIM=85.35 i< ^^ li i ' ►
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t 1 ► 1 1 I 1 , \ Gj. I I I I (92.29) RIM
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w ; ; w ► i i w 5LF 4"SD 0 13.1 % i I TOW=92.18
_ i f ► .� ' wi .�` ' wi tx :v w 1� �' TO = 9 .99 \ \ , I I I I I ,� �� 1 , I ►
r ► l ► I .. l x 6.1 LF 4 92.25 93.1;1 �, `I ; ; (� �. I , ►
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" cy 3 .6°l0 1 �,
4 SDCO \ - - - -- --- -- -- --- -- --- - -- --- -- -- ' -,r TOW=92.18 \ - x ` �q I IUD 'AI i , i x '
' 1 1► 1 RIM=75.36. ' 1 " 14 SDCO o t ► I I, I ^ ; I 1
1 wl w 1 w , 4 PERF PVC DS °� 1 RI 414 ,
► ' / IE=74.03 �. 5.�1 �. 1 89.71 I RIM=92.32 -�-2 j -'� - I ' ; I , I I I �
FOOTING DRAIN (TYP) I I I , ►9 I 1 I I X EDGE I \
81.53 92.37 I IE=90.99 1. I i i i i 2 x F''
IE=79.72 ► ' i ► ; `- tip`
► ► '`�` ► / �,�z ; , DS DS 92.37 I 93.C9 1 ; ' ► ; 1 1 tip\AVEkNT
I w� , ► I I I� 192.32 1 1 Iti I,
I , , / �` -- , ► � 1 I / ; j -- _ _-_ TYP
ROOF DRAIN I a 20LF 4 SD . C� 2.0! ��yy a "3 1 i ; 1 ► ► -� ► ; )
I I 1 L\I 01.8% t 1 1' I' I 1' l l I I I♦ \ ,
I r ► TIGHTLINE . - - - - - -_ _ 14 - 92.37-
- I - 92:71-----t
----1 35------------
� % �• I X^ 12LF 4"SD CaD 2 Ol y w - 3 5'LXO 5'WX1'
E-One Buoyancy Calculations
Model
Minimum
amount of
Concrete
needed cf
DH/DR-151-63
14.5
DH/DR-151-74
16.6
DH/DR-151-93
20.�#
QH/QR-151-129
27.5
DH/DR-151-160
33.6
I w ► " - D 92.6-Q - � 1 : PAGC I ' ► ► \ 1 � _� `N� `♦
TYPE I CB a 29f 4 SD 92.07 -� 1 1
,..w .. . . - _ -_- TRENCH DRAIN---b�--------�----- --
I �RIM=77.26 " ; i ; _ ' a (9 2.01 _ = i I I o i o
- o - - - - - � - - -------------- - , EAR , I I �, I � ' � �' � `_-_===_-
�w 1 X 1 w w wl w' w w v TOP OF CV -10.7 . i I--� i 1
w IE=73.38 (4"N,E,W) , ; w W `W W W 1-- - 81:23 TRENCH=92.33 ®. - - - - '�"-"-"-X ;� - +' 9E IE' ��M'ENT PER tip`' '' !_:_: i FORCEMAIN DISCHARGE IE = 96.46
IE=75.69 4 S 1 ' f DS In • • • " " " h I a4 -c==== ' I '
1 ( ) I C .�1 1w 1,.1 ; a 78.56 IE=91.33 cv j _ _ _ _ '�" i AFN I $ 30 89 �' {-____ ' I ! GRINDER PUMP IE = 74.50
CONNECT FOOTING I , , ,: a �'' t I 1 , , I \ I {:::
I w , a 6 SSCO o, I I , , I '� HEAD PRESSURE = 96.46 - 74.50 - 21.96
I ; DRAINS HERE ; i (.,, !,, I E i ' I ' R'� \ DRAIN, \ ti' Ir-■1��1��' __ =-__= 1
I ,, , RIM�79.00 16 LX0.5 WX1 D _�... :�_.. I I ; ;R M�t
6 \ !! 1 1
I i i I •-" 1i -93. � is=:=::-.:-_:_::
I i i wi PIPE ANCHOR I a a 9 °' E 1 1\
7 .41 IE=75:0� TRENCH DRAIN -� _
3�1 PER DETAIL w a a '�-
I , ►., , , I 80A79 a TOP OF
•93• \ ►21 I __=____ SEWER GRINDER PUMP CALCULATION
I ; ; _ - - -- -1 " TRENCH=92.07 DS - _ ' 1 ' , ► " I __
w w UTILITY CROSSING ' 25L 4 SD � � �Fk 3FO C TON � i:::::::::NO SCALE
- IE=91.07 j �. \ I , IVivi
1
6 4"SD IE=77.22 i .� .� .� '1(� 1 .0°l0 92.07 E ;'\ i Rli �JQRTHE`RI�1
I I ? w "' vx w I II 81.48 ' I E \ ` 1
92.01 . \ \ � 2
1 I I 6 SS TOP OF , I 1 11 , GN dR S COIN CI�1
PIPE=75.25 ► I ..DS 1OLF 4 SD @ �93.5 _ # ' \I , 1 ►1 `
w ; I " . d- j �4.33 \ ` ` ► 1 i ��' x I __a \ ;
° 4 SDCO _ �{r \ ` \ 1 1 ► I - ��
w w w , _ f- - -�',•
,..► , ,I o RIM=93.0704 UTILI ► GR,O 1 G i " I
IE=89.88 �I " \ 'i� �t 1 1 NE IA TERM
81.37 ; _ 2„WATER �I 9b. `, ASIisI F877
81.49 92.48 4 SD TOPS F' P.1
\ \ \ 1 ., .w ► N 81.25 a 92.54 r-- A - - - - - - - -I � , 1 �,� I PIPI G TO
w / ► /� \ .► I - -- ----- 93.99 \ 1 ' i �, J`• \ \ \\ ; w w w w % w w w /� /� 1 '1 d ; �pc , ; I WI TRACER W ��
`v �`` ` \ ` I ,� / •► " 1 '\ INSTALL INEW
\ ` ` ` ` ` J- STRUCTURAL � , .► 14LF 4 SD a .. - . " ; I \ \ ► - �6 �'�'
I i .1 r� ®2.Oq ;' ,ITR, IN ; \\
COLUMNS (TYP) ` 1 ' A.... •o. , ► `t ti71
0
x ! ' '�w `, DS I _ ; _ I EMIR , TER ; I NOTES:
' , ► 94.08 - B0A Fk
FIRST FLOOR r ,� 1� 1 1 -� a
� � \ •► ao 92.54 ; a 94:1.2..•."; _ _ EDMO�IQS, I \ I "
_ Ql• \ `` `\1 ABOVE (TYP) W; w w w '� �`L vi q \ STAND�4t ` 1. WATER DURING CONSTRUCTION WILL BE PROVIDED BY NEW 1
I I ' iE-ONE r qH 5q R11 1� EIRI SI ► I , " , ► \ \ I Q
I , I , I \ 1 • C� 4 WATER METER INSTALLED IN EMPTY METER BOX.
I I , , , \ 53LF 4 SD 0 2.0% �r w w , .►D S ; 94.17 � �
1 KAGE SY TRM 1 I \ , 1 .► 92.38 94.9? \ ` o - \
I I \ , 1 \ �♦ _ to - - ° ► ` \ , �`� 1 \ 2 UNDERGROUND WIRING REQUIREMENTS OF ECDC 18.05 SHALL
I I 1 B CCFL W P EYE 1;E , I \ \ 1 , w \ ,DECK ABOVE ,l w �_ -- _- 92.17 _ Q I \ , , o�' 110 1
I , ► , , \ ► \ ► �I 11 LXO.5 WX1 D I 0 ��►4.42', \ x _ �, ,
C,�TE� NSI El AN 0 ► \ \ , 1 \ w •� \ (Np) { � 1 w 'I � ; �\ \\ x -� -, o BE FOLLOWED. ALL UTILITY SERVICES SHALL BE INSTALLED
1 1 ` I \ \ ` ► ` \ !-.. ' I� �� TRENCH DRAIN . I \ d 1 , , \ _ __ \ \ UNDERGROUND.
1 ------ TOW=94. � \
� 1 , \ 1 \ \ , �1 •v \\ .v _ •J� •� II � i 17LF 4"SD '
I I I I I I » 1 I ; ► \ \ \ ► \\ j II T_ TOP OF 1 `� - - \ ` �- ' �
I 11 \ ► \ \ \ , Iw w w ROOF DRAIN �► . , _
I , 14 U-SHAPE R4131 , \ , , 1 \ \ , 1 . 1 , 11 1 ° - . .... ACCES EASEMENTAR R - = , `
I � 1 \ , TIGHTLINE \ �. TRENCH=92.45 ®15.5q � ; _ TRN � 3. DRIVEWAY SLOPES SHALL NOT EXCEED 14% PER ECDC
I 11 ,'PER DETAIL TYP ► , , ` 1 \ \ \ ` w �` �.,L' I 11 Io .g5 - \ 7.94 '7 II
( ) , \ 1 IE=91.43 1 w . - _ . _ .._ .AFN 2000102350 1 18.80.060.
' " ' 'I �°c '`V BOW=93. 1 \ BEGINS AND �N A 2 PVC SCH
4 SDCO I I �o " J I
1 \ \ ` ` ► \ \ 1 \ \ \ 1 RIM=81.91 `� t. PROR ` I ,
14' ApLE 1 \ \ \ \ \ \\ 1-------- -- ' :_ _ _ . `� I 40 PO - M� \ �,� 4. MINIMUM 3 HORIZONTAL SEPARATION AND 1 VERTICAL
I I \ \ 1 \ \ 1 \ \ \ 1 -------- --- IQ
\ w \ .� . \ \ I ` \
IE=80.10 \ \ 1 oo IN ;_ _ _ .. . _ \ \ 1 \ CONDUIT AN `\ SEPARATION BETWEEN DRY UTILITIES AND SEWER, WATER,
w \ w w w� W I x \ AND STORM AND 5 FROM ANY CITY MAIN LINES.
I i i \ ` ►I �\ \ ` \ IJ �`\ `\ �w ` ` \` i 1 p ' ,t_ _ ! POWER �( '
` 1 I ` ` \ ` 1 \ \ `\ ♦ L _ 88.00 11.1_ �O�rO \ \ �\ ► I I 10\ '
I SERVICE_
1 , \
► \ \ \ FOR �LOP`E \ \ 1 \ \ \ \ \ \ `� ---- - 1 1--I 4 SDCO ` _ \ \ 1 \ \
I 1 ► 81 r oP� ; \ \ \ \ \ \ 1 \ 1 85.57 I �3 ; -I
\ 1 90.41 1 RI 90.33 - �\ 1 `� `; 5. FINAL RESTORATION WITHIN THE RIGHT-OF-WAY SHALL BE
I I I ' ► I 1 ` ; I \ \ I \ \ \ `\ ��y\ \ `, - -,, D ' IE=8 .55 q. �. _ �\ ` 1 \ \ COMPLETED BY THE CONTRACTOR, NOT THE CITY OF
1 S E TFLOW \ \ \ I` 1 \ \ \ �.� \.� .� \ \ -- --- --- \ \ - - - - - - - - -
1 , SPERSION AR A 1 \ \ 1 , \ \ . BOW= .74 TO 9�:44 �- --'- . \
ObSF) IN hNSF POW ; 1 \ , 1 \ ` \ \ \ 1 ` ` " .� p °SJ `, 6. EXISTING FAILING FRONTAGE IMPROVEMENTS SHALL BE
I I ! ►\ 1, \\ 4 SDCO ; X 9 1 `►` O 159LF 3" FORCEMAIN ` _ � " 10. 0 , REMOVED AND REPLACED AS DETERMINED BY THE CITY
- --
\ \�► RIM 85.65 . \ Q 6A'l � - 23LF 4 SD ' DEDIC TION = PROPOSE \ \ _-_--- ►F4INSI E, T6R P`V , , \ \ ` `• • '�? \ \ � ENGINEERING INSPECTOR.
I ► ► I , 1 , , \ \ \ Iw SCH 40 PVC PIPE w \ w\E-84.31 `
I 1 I 1 S IM 303 \S f�\ 5,, \ \ \ , \ ` , \0 21.0� �� � •` � GAS LI � , . \
141
E IIVE N`� UB ► \ \ \ \ \ ` M •-_� '`•
I i ► ► FF4c0♦\ J ► o 7. BNSF INSPECTION OR SPECIAL INSPECTION REQUIRED FOR
,(26i i i �("DER ATL K, R, QqA )� IyJ �� `\ c ,1B� \w \�w \ .' �� - I \ ► - RESTOR ` ` BNSF OUTFALL WHICHEVER IS APPLICABLE. CITY OF EDMONDS
1 , RTE FIbR 2�F� H Q SWRE \ , v\L�\ \ \ �- - - " AVEMENT J
I 1 , ► 1 ,1 1 \ , \ \ • \ \ \ ♦ : `� _ 6 CONC ♦ti WILL NOT BE RESPOPNSIBLE TO INSTPEACT THE OUTFACE
W� 2.5 ' 0 C R 1 N \ 1 \ \ tt�0 0� \ �� \ \ - I PER ED ON o2`._ o
1 \ \ , \ \ \ \ \ \ (83)__ SL CEESS ROAD T =gg. 1 ■ .t CURB �. PIPE, ANCHORS, AND DISCHARGE TO BNSF ROW.
' i 1 i ' f i ► APPRO LC 3 .1 ► \ \ , .� \\ \ 1 �� �\ �` .� \\ \ \\ \ `` ��.. • ... • - STD GU -41 do
{ i , ' 1 i I 1 ► i \; - w� 4 . 4� A `Q TYP -
1 ► 1 1 I , ► , , 1 \ \ , w \ �� XI \� S ,�_ _ _ ► ( y 2 8. INSTALL CONTROL PANEL ON EAST SIDE OF HOUSE FACING
' ' ' ► ; l ► i ►'\\ w CP
\� ; w------� 1a`• OVIr .94 `• �' - I `� C3.1 I STREET. ELECTRICAL CONTRACTOR TO LOCATE WHERE IT FITS
1 1 1 ! ► ' ' ' ; ► \ , ; ; w ; w\\ , w \\ \` '. `. . ``� I I (1 1) BEST.
N GE LL IW ► \ \ 1 \ I ..QRA� A ►PIPE�011FA DI'`FF SEA , I \ 1 \ w \ w, w ✓w w \ �\ _ \
IItiE DST �L bN *S ;SH ET ► ► 1 ; , w \\ w w`, w w �-� w`\\ w �� ` _; gg'97 x 9. HOSE BIB TO BE INSTALLED WITHIN 15' OF GRINDER PUMP
F� ACCESS>�SEMENT PER ti
SEE SHE T 04. N ' C4.1'11F4 N C .1 , ► \ \ \ \ \ w `--------- 99 1 X
N Y p' 1 ► I ` , ► ► \ ► rn \ _ ., , . r - - - `�•Qa SUMP
'X IB'T ' 1 ► 1 , I ► , 1 I \ , w l +\�\, AFN 20 1 35001 ` 99,8 \
► ► ► ► 1 ► \ , wt I ,� w 41 w , w w w w ♦ BEGINS ,A \EVS ,AT \ \ - �f0 - _ `
1�A►'TC R�#DE ► ► ` , , 1 ► ROPERTY� • � \ \ "
I 1 1 , \ 1 �� •PROPIJ Y`ONE, g. 10. SEWER CLEANOUTS SHALL HAVE A 12 CAST IRON LAMPHOLE
1 ' ' `� \0 = I COVER WITH HEX BOLTS AND A PICK HOLE AND CONCRETE
,1 1 I I ►- I I I ► , I ► ► , , w w w LINE TYP '� .\ "
1• 0 3. 4 I I I 1 I I j� , t- ► cSi I I ` 1 ---�. --. . . \ \ \
I , w w w , w w �• w `.w � '` �• � � `, `. �, 0 \ \ _ _ - - - - -RIM=99: - 3;=-- - - \
I
�_ �``• =��.1 jE=g PAD PER CITY OF EDMONDS STANDARD DETAIL SS-200
Io 1 X X �I I.� 'i `�.I ! `\ \ \ -t- a-------9--'-
I \- \
E-ONE GRIN
STATION 1\ \
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I I T2" Mi,P Ej 2 ; I 6\D
I I I I \ 1! A
1614 G,
I
N
10 5 0 10 20
SCALE IN FEET
1 "=10'
\S'SG'� ` ► 1 1 S ►ej SIDE $EWE
R N� =99171 ; ; I �(�D 2:09� N ni I
100 : / IE=94.07 /( "� �" �� ' ' ! STUB I
' ► IE=94.3t
-----------EASEkENT------ = --VARIES ► , ! ► / -
--------- ' ' ' ► ' ' I ------
- - - - -- - - - PROPOSED GRADE ` �6" SS+'�(C� ' ► ' ► = I - - - - - - -
RETAINING = 1 d , I I , , IBOW-� 6 ,--------- - \
- -1- _:- - - - - - :I- - - - -,- IMPERVIOUS AREA CHART: I RIM= 9�5 I I I ' j- - - - -_-_-_ _
WALL _ �� EX GRADE �`� I Y I I 1 1
I I I I , Q" (97.
- - - - - - - - 2;Q I " PROJECT SITE CATEGORY. CATEGORY 2 i 2i I =9 .71F1 (�" ' "�$ ; 'TOW= 8. W- - - - - _ _ _-____-' N
95 - _ 6 CURB DISCHARGE LOCATION: BNSF ROW �' I I I 'i I 1 I
VI - - - - - - --, = I- --- - - 1 ► I g� `\
`N
__ --((
f R'E I , LO (51 _ _ . d-.. I CLEAN SAIVCU
1 1 FO TfN1 OR IN , I I , o AT EXISTI G rV
1'pA SRTI N' , ' pW, 97.14 N - EDGE OF I �\
RFT WIN WALL; T'01 PAVEMENT AT I
T W 97.6
(''�OI�C C B ; I 5 PL W AND \
c , , I 2
G ' , I , ' I 1 96.3 I AR4000 EALER �' '
FORCE MAIN - -------I------ €_-------I- j ; i i i ; i I '
I I I I I I; 1 96.40 AT JOINT
85
NOTE: PROPOSED UTILITIES , �� I , , I 1 f , i , h
W
' i i i i I `� Z�
I I I I I 5vo,SHOWN ARE IN PARALLEL (9
ACCESS ROAD WALL AND UTILITY CROSSING 4
Ld
SCALE• 1" = 10'H 1"=5'V - - ' i i 1 i� i i \ , v I.
X�
--- - - - - - I- _ - PROPOSED 2"
SCH 40 CONDUIT
o
o PROPOSED
GAS LINE
---1------ I TOM' DEDICATION
3" SEWER - -- --I------ = -- - - - - - -I- _-_
TYPE OF AREA
SQUARE FOOTAGE
STORMWATER
FACILITY
LAWN AND
11,782
N/A
LANDSCAPE
ROOFS
4,687
BNSF OUTFALL
HARD SURFACES
2,580
BNSF OUTFALL
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY:
CITY ENGINEERING DIVISION
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drawn by checked by
DP JDD
scale date
AS SHOWN 11 /20/
job no.
2022117
sheet C3.0 of