Asbuilt for Subdivision Improvements.pdfSECTION 25, T.27N., R.H., W.M.
(V0L, 2)
r r
0 kJ1 1J I J2 13 ; )� UTILITY NOTES
1. ALL UTILITIES SHALL BE UNDERGROUND.
j
2. REQUIRED SEPARATION OF UTILITIES SHALL BE MET PER CITY OF EDMONDS AND
INDUSTRY STANDARDS. �..�-`w �1 tx4j
0. MINIMUM OF 10' SEPARATION FROM THE SEWER AND WATER;
b. ALL THE UTILITIES TO THE HOUSE (I.E. POWER, PHONE, CABLE, GAS, ETC.) MUST BE
i
--- A MINIMUM OF 3' SEPARATION FROM THE DRY UTILITIES AND WATER, SEWER, STORM.
PUBLIC ALLEY
CHAINLINiC FENCE SEWER NOTES
A 1/ �\ 1. THE EXISTING SEWER LATERAL WILL NEED TO BE INSPECTED TO VERIFY GOOD CONDITION
! / ICv
I AND THE SIB / ------ 'E IS 6" IN ORDER TO BE REUSED. THE CONDITION MUST BE VERIFIED BY
! / --
CITY OF EDMONDS SEWER DIVISION OPERATIONS CREW. IF CONDITION IS NOT
SATISFACTORY, A NEW LATERAL SHALL BE EXTENDED To THE MAIN.
REMOVE EXIST. 2. SEWER MU U �4" MIN.) NEEDS TO BE CONSTRUCTED AT LEAST A FOOT OR TWO ON
SEWER LINE TO THE NEVI LOT.
3. LOCATION OF EXIST. SIDE SEWER SERVING EXIST. HOUSE SHOWN IS APPROXIMATE ONLY.
THE CONTRACTOR NEEDS TO VERIFY THE LOCATION, AND THE PROPOSED EASEMENT MAY
NEEDS TO BE ADJUSTED.
WATER NOTES:
1. THE CONTRACTOR SHALL COORDINATE WATER SERVICES WITH THE CITY OF
EDMONDS WATER DIVISION (425-771-0235).
A� �p_ O�/If��/fj 5' SEWER EASEMENT �\ 2. EXIST. WATER SERVICE LINE SHALL BE CUT AND CAPPED AT THE EXIST. WATER
N 1/v `/`v��vv J ,, I I I ! (SEE SEWER NOTE /3)-
�/� t �,` MAIN BY THE CITY.
�' `�°� v�vjj Ii I i �r✓ 6,340 Sq Ft �� ( �,r 6 339 S F J>� jif 15 3. EXIST. WATER METER TO BE RELOCATED BEHIND NEW SIDEWALK BY THE CITY.
q t
>iOUSE (CONTRACTOR WILL BEGIN 2:1 CUT SLOPE 2 FEET BEHIND SIDEWALK.)
a37 1 EOAR STREET
P�JF r ..it: I I 11`� 0+72.88 fi / I O REMAIN
/ 1 +I I END WALL I / ,� CAR CE = 116.04 4. 1" WATER SERVICE LINE TO BE INSTALLED WITH CITY PROJECT.
I III ,,-,--,EXIST.
>> \ / . MAIN FLOOR ='• 24.81 �
a5�h�ll� ; i 4��EXIST. SEWER LINE '0 REMAIN I1 {\ I / ,/ ( 5. WATER SERVICE TO HOUSE, SHALL BE RE -CONNECTED BY THE CITY.
` SSCo
7
EW
IN 1IR LAMPPHHOLE - --\\ I a \ i ,
COVER
\ ' ULTRA BLOCK RETAINING WALL 11 `� TOP-108.0
SEE PROFILE THIS SHEET
(DESIGN BY OTHERS)
1' WATER TER 1 1 ! \ or • i. K� r_�ry" jI�/► n1 ,( f I /'.Wt a IAA
PER C.O.E. 6 I \ 1 SEE`SE1[IER NOTE /2, - ` \ y 4 r< 10' PUBLIC AND w1 1 11� �•1,• 1Y v all ' •1 { 1 t\: i Y 0.00' PRIVATE UTILITY
(FOR FUTURE BUILDING I I { �, \ \ \
NEW HYDRANT TO T - - - - - - - - - - \ - -- _ EASEMENT L1 U O
' \ // CAP STUB ao EXIST. WATER LINE REIAAIN� 1N11 `, $
i I INSTALLED BY CITY 1 O� 1+4Q� 35 LT. G n `1
3 -6' PVC O 1 `INV=107.0 i s SEE WATER NO
•ti N
SEE WATER N0�4 �^ SEE WATE OTE /3 I I w� land 1t, SCALE 1"=2Q'
ASPHALT RAMP COORDINATE WITH I CB \ \ -- \� _ 0+00-------T -- y
I 1 \ ep _ B WALL EX. BLOCK
EDMONDS ENGINEERING DIVISION 1._ + ,' - wAt I c
PRIOR TO CONSTRUCTION \ I I L `�� - -- ___1-__.._.... _ _ I- 0 5 10 20 30 40'
- _ i
(BOTH ENDS J,N 1 I ` ' .' \• 6-_`18�DR AY 15MP `� " '20' VEW�Y 15'•R` --` \�`_ APPROXIMATE LOCATION
- r._ .. `._'...... 1 Rom, RA`0P �' u.. -1 ____...... ..~ UNE
1,
C"�:' 6-SEWER _
•t
-'.
/ SAWCUj UNE. SEE FRONTAGE % 7 - , . I CURB /
- - ._- IMf�ROVEMENT SECTION PHIS SHEET) -/ l 1 f DRIVEWAY TR NCE / TYPE "A" CURB/GUTTE
/ PER COFJ 26 PER COE 12.8
_ � I
CONCRETE SIDEWALK DRIVEWAY / LOCKING C In
9 GRAp� ` 1 1
/ fa PER COE,�2.13 ENTRANCE PER ! i X LOCATION rOF EXIST. I,r, CR ! E WATER NOTE /2\,�EXIST. rWAIER M IN TO BE
! I SEE WATER NOTE j4 r !
COE E2 26� / ( SEWER NOTE 1/1) N / ! ry r ABANDONED IN ,?LACE
-- - -
+
L
{ 45 N 12 IrVC `, \ /\ ,. C%�•- c'. _ 1 ?.F-':r ,l.a ..._ \ \ \
ssMFi
TOP 89.,E \ \ °d \ \ m \
SAWCUT LINE TYP. \
INV.iJ .2 ( � ` \ ` \ � \ �CE A , 'VTR EE T \ �� ,�'� TRENCH RESTORATION PER C.O.E. E2.3
f13,� A�INEL.) - \ \ ' \ \ Q: \ (SEE SHEET C4 FOR DETAILS)
ETE\ CURB :' \
-- - -\\\\\\ \Ix
�..__ - _ uP 122.41
12 _ . xy,l - INV. 116.51
t^._ APPROX. LOCATION OF NEW
R��WATER MAIN (CTR. CHANNEL
-------- i - \ ---� � �\------- �1C` fo Wor4 wi b•i _______
EX. CB / p �- " �� POTHOLE WATER AND GAS i�7��(� EX. c
TO CONFIRM CLEARANCE B
TOP 98.29 I ! EX. CB __ OF NEW STORM PRIOR TO TOP 120.64
INV. 95.69^ 1l. E: I LLJ I Op 10n CONSTRUCTION WV. 11'7.51•�12';'/
INV. 95.51-12'Ui I 4V. 98.39�1V Ski c'^n INV. 117.34-12"S
0 I INV=98.43(NEW 12")
V. 98.24- 12"F "-`V
V% .'3�' I - NV. 98.06-12"W
0 ,b �IEW 12 PVC INV (71
71
,
I V43 S.
> vi d
.� N
+
V) N
O m
M
.. .... ... ...... ......... .............
+ O Q O
......................................:..............:.............:. p p O N pj
....... .. ...... .... .....
- +
.y.
x
Z,i003N ++ O N
126 ....... ....... 00 v 0 126
....... ...................... .... _
_ _. Q- a. r �_........... p .: EX. CENTERLINE
124 2 3: Ix...... z .. r 124
.................... m .. ..... o ..,� a a. 3 o a_..... .. W
122 _.._. •. _... ri o a M Ir o
�. v of >. Q' W .. 122
+ d a ,
120 Doi + + 3 a. o ... .. ^ �/ '., I -120
...
118 a_
z Q _. o w W L6 Uj m 118
m
116- Im { 3 . ,z � a z 9 Lz' 0)Id, OD Z �� g 116
114 v v __ _ W m r• I+J ���.al DROPPED C RB FOR
- - z `D W L0 �4 m���'� ASPHALT R MP 114
112 - a v w z h ro 112
r� PROPOSED TOP OF __ ...
110 w m N o0� + o _ � ....... CURB/DRIVEWAY ........... 110
108 m °i c + .. ........... ... .. 108
Q-... ;.. ;..
a
r-
106 n n EX. TOP ....................................... .TOP..120.6.4. _
VEWAY • 106
c o _ >�' CURB/DRI INV. 117:51�12 Y1F..... .....
104 !` o _ - �x ..........................104
DROPPED CURB 4 OFr4- I WATERMA_......}...............�...............�NV•...t i?.x.. ..............:.
FOR ASPHALT 102 .....:..... EX:''t2''tX1NEE1E.................... ;............ .......................;...............>...............:.............
102
RAMP 100 _�-� ......... �...... ..............................
.......... ........... ........... ........... ........... ........... ........... ........... ........... ........... 100
EX. 12' CONCRETE _,�5.: _ ............ ........... ........... ........... ...............................
"" 5•�12• PVCO 1. z............:.............�.............l.............1� 98
.....,.. ..:..
CB 2 ......:....... .:...............:............. ........... ........... ........... ........... ........... ........... ...........
EX. CB 96 :............................ ........... ...........
TOP=108.0 .......... ........... ........... ...........................................96
TOP 100.94 94 a+ INV=103.0-6'E do B" S..c............... ............
...................:...
• A ............................................. .....::
94
INV. 98.39^-10"SE _ - °� N CB 1i............................... ;............... ;............... p............... ............... ...............
>�
INV. 98.24^ 12"E 92 o TOP=103.9 ...........
........................;...............;............................... i............... i..........
.....;..............................;i 92
INV. 98.06-12"W DATUJf EISv INV-98.51-8' N do 12-SW..........:...............:...............:...............:...............................:................................ :...............
NEW 12" PVC INV=98.
0
0
r
Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
(D,MT,ND,OR,WA)
L, L %,..►IIL
06 go. o0
1f) N N 00 (O W ^ It
O O O O N N
1+00 1+5U 2+00
CEDAR STREET
SCALE : 1" = 20' HOP.
= 10' VERT.
2+50
NOTE_
1. THE TOP OF RETAINING WALL SHALL NOT EXCEED 3-FEET IN HEIGHT AS MEASURED
ABOVE ORIGINAL GRADE WITHIN THE MINIMUM REQUIRED SETBACKS.
a• Vnv %k)Ny •� Chi-! Snov11 be .-Zy RJR \ 1t d Zo IGf btp ,I, ,v
. , cffi cam/! t Q 4f � a&� W 6YWI
~ y6kfk W �0 &R ( V& i w l am u I or
l.o� j*,pdopma�� -
130 _._- ..... __. 1.. 130
........ .. _. ..
128 _
128
H........... ; ...........
126 _ _ _ 126
124 .. _- N 124
122 EXISTING'122
GROUND 0
/.
120 w � 120
.
118 z '................, BLOCK. WALL ..... j.... . W 118
•./ ..............:............
116 $ :....... / :......... ..116
........................:.........:.. .
..........:.......... :
112 ......:..........:...........:
••��• 112
- .. FINISHED..GRADE .....•..........
110 '. .. ............. 110
........;
108- _ .... _ ; _ 108
.....
:.
106 . .. ... _.. .. : 106
_ ............... i .
104 • . ..... ._._...; -i 104
102 _ _ ...... ...... -i 102
nA r7ni sv ry
100.00
n 0 0
rri rri
� N N
U+UU 0+50
SECTION A- A
SCALE : 1" - 20' HOR.
1" = 10' VERT.
EXIST. R/W
30'
SUBGRADE AS REQUIRED. GRAVEL
BORROW MAY BE REQUIRED
PENDING SOILS CONDITIONS.
30' R/W
17.75t
0.5'
W 3' 5' 6.75'f
SIDEWALK
EX. ASPHALT PAVING D
ZF
MATCH EXISTING
1-1/4- MINUS CSBC
IMPORT OR NATIVE MATERIAL
BACKFILL SHALL BE COMPACTED
TO 95% MAX. DENSITY
EXIST. R/W
INSTALL NEW CURB, GUTTER
AND 5' SIDEWALK PER C.O.E.
STD DETAILS E2.8 AND
E2.13.
FRONTAGE IMPROVEMENT SECTION CEDAR STREET
NO SCALE
STATIONS ARE SHOWN
AT FACE OF WALL "A' - CEDAR STREET ROW q
i
Q- ��.! a 0 a 0+08.03 = "A" 2+23.00, 23.3' LT
I-
V) N " N a z 0+04.03 - 'A" 2+27.00. 23.3' LT
a6 co
+ : n o) N y W 0+00.00 "A' 2+31.03, 23.3' LT
n + O ADJUST AS NECESSARY n o+ c� N N ...� ......... ....... .....
124 TO FIT EXISTNG STEPS .... N z
+ ......:. vi a
ri
122-.;..... - -124
+
/ i.�..!........ 122.0 \\ O
121.5
............. .. ............ 121.0 i 12
.> ..
12�:6 120.5 .......... 20.5
120 _......_ 1%5 ._ -:...........:......._......:.......... 20. 120
� <�....................................................... .......... ........... .......... ........... ........
.... ..:..
, .. ;...
119.5
118.......... ...... ................ ................ .............<............ ...... .. ........._ ......... .......... ........... ...... 118
.. s... ..
E%. 'GROUND ..
:......... ..... .............. ............................................. FINISHED GRADE ....... ........... ........... ................................
AT TOE OF WALL
116 :....:............;..............:. ... ......... ... 116
:...............;.... _ .....
...
..... ..... ............i. _ .........
114 `O "" • 114
4 ........ ............ .
z APPROXIMATE .. .......... :..,) .....
..:........... :............... ............. .
112 ............._ _ ......... 112
a ti BOTTOAU.M OF _......... .
,.............:. W
E_.. .:..
J.... ..... .... a ............................................... a ...... .......... ......... a ... .........: ........ ........:...
110 Z .. .........._........ W ...........:......
:.. :..
a a
tia...: .............�............. .. ... ..:..
.110
.......w......:....... W ........... ;....... ....... ... ....... ... .. .... ........ __.
...
m...............,....... ..
N ^ N ... ... .. .:.
108 m.......:................................................... ..........:...... .. 108
+ + rn .<.. ..... ............rp............. ... .........
o �.....: '0
o_ .......... .... ................ ...... ........ ; ..o...... .. _..
106 _ ... ......... _....... .......... ........ ...
:.... ........ .... ........... .:..... ... ....... ............ 1 nF,
i
i
7 + O U0
N WEST
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: ` & - 11/ ' I
BY: 7)a v�, &r-1
CITY NG14ERING DI SION
0+50
MODULAR BLOCK WALL PROFILE
SCALE ; 1' = 10' HOR
1" = 5' VERT
W.K. ;•�,''C
A'P 3'Ol�
IV
MAL
12/to/t5
mallej
DATUM ELEV
105.00
DRAINAGE CONSTRUCTION NOTES
1. PIPE MATERIAL:
UNLESS CALLED OUT OTHERWISE ON THIS PLAN,
ALL STORM DRAIN PIPE MATERIAL SHALL BE PER
C.O.E. APPROVED MATERIALS LISTS MM-1, MM-2
& MM-3.
NEW IMPERVIOUS AREAS
CONCRETE SIDEWALK 543 SQ FT. i1Gi� L /1)/v
ASPHALT PARKING, APRON 495 SQ FT. �����_ f�r-•;
CONCRETE CURB 181 SQ FT. V
ASPHALT
L PAT H C 241 SQ. FT.
ASPHALT RAMPS 79_SQ --F+ 1 n
GRAVEL WALK 60 SQ. FT. OEC i ZJ��
BLOCK WALL 47-5B7F-T
TOTAL 1,6s6- SQ FT
DEVELOPMEPIT SE00
1358 S F COUNTER 4
UTILITY CONFLICT NOTE
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE
ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS OF ALL UTILITIES IN THE
AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND
ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS
PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT 11111111t
ENGINEER IMMEDIATELY.
STREET FRONTAGE PLAN & PROFILES, WITH UTILITIES
FOR
MARTIN & PEN TTILA(5-2007-000
n
IN NE1 /4, NW1 /4, SECTION 25, T.27 N.,R.3 E., W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
Revised at Owner's Request & per City Review Comments 12/10/2015
Revised z)er City Review Comments, dated March 26, 2012 4/10/2015
!' Lovell-Sauerland & Associates, Inc. SHEET
= Engineers/Sur%eyors/Planners/Development Consultants
e-mail: info®lsaengineering.com • web: lsaengineering.com C 3
19217 36th Avenue W., Suite 106 • Lynnwood, WA 98036 (425)775-1591
DRAWN CHECK'? DATE F.B. SCALE FILE NO.
J.T.T. J.Y. 2-10-15 494, P.20 1"=20' 4901- 0- 06 OF cJ
1+00 1+5U 2+00
CEDAR STREET
SCALE : 1" = 20' HOP.
= 10' VERT.
2+50
NOTE_
1. THE TOP OF RETAINING WALL SHALL NOT EXCEED 3-FEET IN HEIGHT AS MEASURED
ABOVE ORIGINAL GRADE WITHIN THE MINIMUM REQUIRED SETBACKS.
a• Vnv %k)Ny •� Chi-! Snov11 be .-Zy RJR \ 1t d Zo IGf btp ,I, ,v
. , cffi cam/! t Q 4f � a&� W 6YWI
~ y6kfk W �0 &R ( V& i w l am u I or
l.o� j*,pdopma�� -
130 _._- ..... __. 1.. 130
........ .. _. ..
128 _
128
H........... ; ...........
126 _ _ _ 126
124 .. _- N 124
122 EXISTING'122
GROUND 0
/.
120 w � 120
.
118 z '................, BLOCK. WALL ..... j.... . W 118
•./ ..............:............
116 $ :....... / :......... ..116
........................:.........:.. .
..........:.......... :
112 ......:..........:...........:
••��• 112
- .. FINISHED..GRADE .....•..........
110 '. .. ............. 110
........;
108- _ .... _ ; _ 108
.....
:.
106 . .. ... _.. .. : 106
_ ............... i .
104 • . ..... ._._...; -i 104
102 _ _ ...... ...... -i 102
nA r7ni sv ry
100.00
n 0 0
rri rri
� N N
U+UU 0+50
SECTION A- A
SCALE : 1" - 20' HOR.
1" = 10' VERT.
EXIST. R/W
30'
SUBGRADE AS REQUIRED. GRAVEL
BORROW MAY BE REQUIRED
PENDING SOILS CONDITIONS.
30' R/W
17.75t
0.5'
W 3' 5' 6.75'f
SIDEWALK
EX. ASPHALT PAVING D
ZF
MATCH EXISTING
1-1/4- MINUS CSBC
IMPORT OR NATIVE MATERIAL
BACKFILL SHALL BE COMPACTED
TO 95% MAX. DENSITY
EXIST. R/W
INSTALL NEW CURB, GUTTER
AND 5' SIDEWALK PER C.O.E.
STD DETAILS E2.8 AND
E2.13.
FRONTAGE IMPROVEMENT SECTION CEDAR STREET
NO SCALE
STATIONS ARE SHOWN
AT FACE OF WALL "A' - CEDAR STREET ROW q
i
Q- ��.! a 0 a 0+08.03 = "A" 2+23.00, 23.3' LT
I-
V) N " N a z 0+04.03 - 'A" 2+27.00. 23.3' LT
a6 co
+ : n o) N y W 0+00.00 "A' 2+31.03, 23.3' LT
n + O ADJUST AS NECESSARY n o+ c� N N ...� ......... ....... .....
124 TO FIT EXISTNG STEPS .... N z
+ ......:. vi a
ri
122-.;..... - -124
+
/ i.�..!........ 122.0 \\ O
121.5
............. .. ............ 121.0 i 12
.> ..
12�:6 120.5 .......... 20.5
120 _......_ 1%5 ._ -:...........:......._......:.......... 20. 120
� <�....................................................... .......... ........... .......... ........... ........
.... ..:..
, .. ;...
119.5
118.......... ...... ................ ................ .............<............ ...... .. ........._ ......... .......... ........... ...... 118
.. s... ..
E%. 'GROUND ..
:......... ..... .............. ............................................. FINISHED GRADE ....... ........... ........... ................................
AT TOE OF WALL
116 :....:............;..............:. ... ......... ... 116
:...............;.... _ .....
...
..... ..... ............i. _ .........
114 `O "" • 114
4 ........ ............ .
z APPROXIMATE .. .......... :..,) .....
..:........... :............... ............. .
112 ............._ _ ......... 112
a ti BOTTOAU.M OF _......... .
,.............:. W
E_.. .:..
J.... ..... .... a ............................................... a ...... .......... ......... a ... .........: ........ ........:...
110 Z .. .........._........ W ...........:......
:.. :..
a a
tia...: .............�............. .. ... ..:..
.110
.......w......:....... W ........... ;....... ....... ... ....... ... .. .... ........ __.
...
m...............,....... ..
N ^ N ... ... .. .:.
108 m.......:................................................... ..........:...... .. 108
+ + rn .<.. ..... ............rp............. ... .........
o �.....: '0
o_ .......... .... ................ ...... ........ ; ..o...... .. _..
106 _ ... ......... _....... .......... ........ ...
:.... ........ .... ........... .:..... ... ....... ............ 1 nF,
i
i
7 + O U0
N WEST
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: ` & - 11/ ' I
BY: 7)a v�, &r-1
CITY NG14ERING DI SION
0+50
MODULAR BLOCK WALL PROFILE
SCALE ; 1' = 10' HOR
1" = 5' VERT
W.K. ;•�,''C
A'P 3'Ol�
IV
MAL
12/to/t5
mallej
DATUM ELEV
105.00
DRAINAGE CONSTRUCTION NOTES
1. PIPE MATERIAL:
UNLESS CALLED OUT OTHERWISE ON THIS PLAN,
ALL STORM DRAIN PIPE MATERIAL SHALL BE PER
C.O.E. APPROVED MATERIALS LISTS MM-1, MM-2
& MM-3.
NEW IMPERVIOUS AREAS
CONCRETE SIDEWALK 543 SQ FT. i1Gi� L /1)/v
ASPHALT PARKING, APRON 495 SQ FT. �����_ f�r-•;
CONCRETE CURB 181 SQ FT. V
ASPHALT
L PAT H C 241 SQ. FT.
ASPHALT RAMPS 79_SQ --F+ 1 n
GRAVEL WALK 60 SQ. FT. OEC i ZJ��
BLOCK WALL 47-5B7F-T
TOTAL 1,6s6- SQ FT
DEVELOPMEPIT SE00
1358 S F COUNTER 4
UTILITY CONFLICT NOTE
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE
ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS OF ALL UTILITIES IN THE
AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND
ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS
PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT 11111111t
ENGINEER IMMEDIATELY.
STREET FRONTAGE PLAN & PROFILES, WITH UTILITIES
FOR
MARTIN & PEN TTILA(5-2007-000
n
IN NE1 /4, NW1 /4, SECTION 25, T.27 N.,R.3 E., W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
Revised at Owner's Request & per City Review Comments 12/10/2015
Revised z)er City Review Comments, dated March 26, 2012 4/10/2015
!' Lovell-Sauerland & Associates, Inc. SHEET
= Engineers/Sur%eyors/Planners/Development Consultants
e-mail: info®lsaengineering.com • web: lsaengineering.com C 3
19217 36th Avenue W., Suite 106 • Lynnwood, WA 98036 (425)775-1591
DRAWN CHECK'? DATE F.B. SCALE FILE NO.
J.T.T. J.Y. 2-10-15 494, P.20 1"=20' 4901- 0- 06 OF cJ
100.00
n 0 0
rri rri
� N N
U+UU 0+50
SECTION A- A
SCALE : 1" - 20' HOR.
1" = 10' VERT.
EXIST. R/W
30'
SUBGRADE AS REQUIRED. GRAVEL
BORROW MAY BE REQUIRED
PENDING SOILS CONDITIONS.
30' R/W
17.75t
0.5'
W 3' 5' 6.75'f
SIDEWALK
EX. ASPHALT PAVING D
ZF
MATCH EXISTING
1-1/4- MINUS CSBC
IMPORT OR NATIVE MATERIAL
BACKFILL SHALL BE COMPACTED
TO 95% MAX. DENSITY
EXIST. R/W
INSTALL NEW CURB, GUTTER
AND 5' SIDEWALK PER C.O.E.
STD DETAILS E2.8 AND
E2.13.
FRONTAGE IMPROVEMENT SECTION CEDAR STREET
NO SCALE
STATIONS ARE SHOWN
AT FACE OF WALL "A' - CEDAR STREET ROW q
i
Q- ��.! a 0 a 0+08.03 = "A" 2+23.00, 23.3' LT
I-
V) N " N a z 0+04.03 - 'A" 2+27.00. 23.3' LT
a6 co
+ : n o) N y W 0+00.00 "A' 2+31.03, 23.3' LT
n + O ADJUST AS NECESSARY n o+ c� N N ...� ......... ....... .....
124 TO FIT EXISTNG STEPS .... N z
+ ......:. vi a
ri
122-.;..... - -124
+
/ i.�..!........ 122.0 \\ O
121.5
............. .. ............ 121.0 i 12
.> ..
12�:6 120.5 .......... 20.5
120 _......_ 1%5 ._ -:...........:......._......:.......... 20. 120
� <�....................................................... .......... ........... .......... ........... ........
.... ..:..
, .. ;...
119.5
118.......... ...... ................ ................ .............<............ ...... .. ........._ ......... .......... ........... ...... 118
.. s... ..
E%. 'GROUND ..
:......... ..... .............. ............................................. FINISHED GRADE ....... ........... ........... ................................
AT TOE OF WALL
116 :....:............;..............:. ... ......... ... 116
:...............;.... _ .....
...
..... ..... ............i. _ .........
114 `O "" • 114
4 ........ ............ .
z APPROXIMATE .. .......... :..,) .....
..:........... :............... ............. .
112 ............._ _ ......... 112
a ti BOTTOAU.M OF _......... .
,.............:. W
E_.. .:..
J.... ..... .... a ............................................... a ...... .......... ......... a ... .........: ........ ........:...
110 Z .. .........._........ W ...........:......
:.. :..
a a
tia...: .............�............. .. ... ..:..
.110
.......w......:....... W ........... ;....... ....... ... ....... ... .. .... ........ __.
...
m...............,....... ..
N ^ N ... ... .. .:.
108 m.......:................................................... ..........:...... .. 108
+ + rn .<.. ..... ............rp............. ... .........
o �.....: '0
o_ .......... .... ................ ...... ........ ; ..o...... .. _..
106 _ ... ......... _....... .......... ........ ...
:.... ........ .... ........... .:..... ... ....... ............ 1 nF,
i
i
7 + O U0
N WEST
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: ` & - 11/ ' I
BY: 7)a v�, &r-1
CITY NG14ERING DI SION
0+50
MODULAR BLOCK WALL PROFILE
SCALE ; 1' = 10' HOR
1" = 5' VERT
W.K. ;•�,''C
A'P 3'Ol�
IV
MAL
12/to/t5
mallej
DATUM ELEV
105.00
DRAINAGE CONSTRUCTION NOTES
1. PIPE MATERIAL:
UNLESS CALLED OUT OTHERWISE ON THIS PLAN,
ALL STORM DRAIN PIPE MATERIAL SHALL BE PER
C.O.E. APPROVED MATERIALS LISTS MM-1, MM-2
& MM-3.
NEW IMPERVIOUS AREAS
CONCRETE SIDEWALK 543 SQ FT. i1Gi� L /1)/v
ASPHALT PARKING, APRON 495 SQ FT. �����_ f�r-•;
CONCRETE CURB 181 SQ FT. V
ASPHALT
L PAT H C 241 SQ. FT.
ASPHALT RAMPS 79_SQ --F+ 1 n
GRAVEL WALK 60 SQ. FT. OEC i ZJ��
BLOCK WALL 47-5B7F-T
TOTAL 1,6s6- SQ FT
DEVELOPMEPIT SE00
1358 S F COUNTER 4
UTILITY CONFLICT NOTE
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE
ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS OF ALL UTILITIES IN THE
AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND
ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS
PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT 11111111t
ENGINEER IMMEDIATELY.
STREET FRONTAGE PLAN & PROFILES, WITH UTILITIES
FOR
MARTIN & PEN TTILA(5-2007-000
n
IN NE1 /4, NW1 /4, SECTION 25, T.27 N.,R.3 E., W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
Revised at Owner's Request & per City Review Comments 12/10/2015
Revised z)er City Review Comments, dated March 26, 2012 4/10/2015
!' Lovell-Sauerland & Associates, Inc. SHEET
= Engineers/Sur%eyors/Planners/Development Consultants
e-mail: info®lsaengineering.com • web: lsaengineering.com C 3
19217 36th Avenue W., Suite 106 • Lynnwood, WA 98036 (425)775-1591
DRAWN CHECK'? DATE F.B. SCALE FILE NO.
J.T.T. J.Y. 2-10-15 494, P.20 1"=20' 4901- 0- 06 OF cJ
U+UU 0+50
SECTION A- A
SCALE : 1" - 20' HOR.
1" = 10' VERT.
EXIST. R/W
30'
SUBGRADE AS REQUIRED. GRAVEL
BORROW MAY BE REQUIRED
PENDING SOILS CONDITIONS.
30' R/W
17.75t
0.5'
W 3' 5' 6.75'f
SIDEWALK
EX. ASPHALT PAVING D
ZF
MATCH EXISTING
1-1/4- MINUS CSBC
IMPORT OR NATIVE MATERIAL
BACKFILL SHALL BE COMPACTED
TO 95% MAX. DENSITY
EXIST. R/W
INSTALL NEW CURB, GUTTER
AND 5' SIDEWALK PER C.O.E.
STD DETAILS E2.8 AND
E2.13.
FRONTAGE IMPROVEMENT SECTION CEDAR STREET
NO SCALE
STATIONS ARE SHOWN
AT FACE OF WALL "A' - CEDAR STREET ROW q
i
Q- ��.! a 0 a 0+08.03 = "A" 2+23.00, 23.3' LT
I-
V) N " N a z 0+04.03 - 'A" 2+27.00. 23.3' LT
a6 co
+ : n o) N y W 0+00.00 "A' 2+31.03, 23.3' LT
n + O ADJUST AS NECESSARY n o+ c� N N ...� ......... ....... .....
124 TO FIT EXISTNG STEPS .... N z
+ ......:. vi a
ri
122-.;..... - -124
+
/ i.�..!........ 122.0 \\ O
121.5
............. .. ............ 121.0 i 12
.> ..
12�:6 120.5 .......... 20.5
120 _......_ 1%5 ._ -:...........:......._......:.......... 20. 120
� <�....................................................... .......... ........... .......... ........... ........
.... ..:..
, .. ;...
119.5
118.......... ...... ................ ................ .............<............ ...... .. ........._ ......... .......... ........... ...... 118
.. s... ..
E%. 'GROUND ..
:......... ..... .............. ............................................. FINISHED GRADE ....... ........... ........... ................................
AT TOE OF WALL
116 :....:............;..............:. ... ......... ... 116
:...............;.... _ .....
...
..... ..... ............i. _ .........
114 `O "" • 114
4 ........ ............ .
z APPROXIMATE .. .......... :..,) .....
..:........... :............... ............. .
112 ............._ _ ......... 112
a ti BOTTOAU.M OF _......... .
,.............:. W
E_.. .:..
J.... ..... .... a ............................................... a ...... .......... ......... a ... .........: ........ ........:...
110 Z .. .........._........ W ...........:......
:.. :..
a a
tia...: .............�............. .. ... ..:..
.110
.......w......:....... W ........... ;....... ....... ... ....... ... .. .... ........ __.
...
m...............,....... ..
N ^ N ... ... .. .:.
108 m.......:................................................... ..........:...... .. 108
+ + rn .<.. ..... ............rp............. ... .........
o �.....: '0
o_ .......... .... ................ ...... ........ ; ..o...... .. _..
106 _ ... ......... _....... .......... ........ ...
:.... ........ .... ........... .:..... ... ....... ............ 1 nF,
i
i
7 + O U0
N WEST
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: ` & - 11/ ' I
BY: 7)a v�, &r-1
CITY NG14ERING DI SION
0+50
MODULAR BLOCK WALL PROFILE
SCALE ; 1' = 10' HOR
1" = 5' VERT
W.K. ;•�,''C
A'P 3'Ol�
IV
MAL
12/to/t5
mallej
DATUM ELEV
105.00
DRAINAGE CONSTRUCTION NOTES
1. PIPE MATERIAL:
UNLESS CALLED OUT OTHERWISE ON THIS PLAN,
ALL STORM DRAIN PIPE MATERIAL SHALL BE PER
C.O.E. APPROVED MATERIALS LISTS MM-1, MM-2
& MM-3.
NEW IMPERVIOUS AREAS
CONCRETE SIDEWALK 543 SQ FT. i1Gi� L /1)/v
ASPHALT PARKING, APRON 495 SQ FT. �����_ f�r-•;
CONCRETE CURB 181 SQ FT. V
ASPHALT
L PAT H C 241 SQ. FT.
ASPHALT RAMPS 79_SQ --F+ 1 n
GRAVEL WALK 60 SQ. FT. OEC i ZJ��
BLOCK WALL 47-5B7F-T
TOTAL 1,6s6- SQ FT
DEVELOPMEPIT SE00
1358 S F COUNTER 4
UTILITY CONFLICT NOTE
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE
ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS OF ALL UTILITIES IN THE
AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND
ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS
PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT 11111111t
ENGINEER IMMEDIATELY.
STREET FRONTAGE PLAN & PROFILES, WITH UTILITIES
FOR
MARTIN & PEN TTILA(5-2007-000
n
IN NE1 /4, NW1 /4, SECTION 25, T.27 N.,R.3 E., W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
Revised at Owner's Request & per City Review Comments 12/10/2015
Revised z)er City Review Comments, dated March 26, 2012 4/10/2015
!' Lovell-Sauerland & Associates, Inc. SHEET
= Engineers/Sur%eyors/Planners/Development Consultants
e-mail: info®lsaengineering.com • web: lsaengineering.com C 3
19217 36th Avenue W., Suite 106 • Lynnwood, WA 98036 (425)775-1591
DRAWN CHECK'? DATE F.B. SCALE FILE NO.
J.T.T. J.Y. 2-10-15 494, P.20 1"=20' 4901- 0- 06 OF cJ
i
i
7 + O U0
N WEST
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: ` & - 11/ ' I
BY: 7)a v�, &r-1
CITY NG14ERING DI SION
0+50
MODULAR BLOCK WALL PROFILE
SCALE ; 1' = 10' HOR
1" = 5' VERT
W.K. ;•�,''C
A'P 3'Ol�
IV
MAL
12/to/t5
mallej
DATUM ELEV
105.00
DRAINAGE CONSTRUCTION NOTES
1. PIPE MATERIAL:
UNLESS CALLED OUT OTHERWISE ON THIS PLAN,
ALL STORM DRAIN PIPE MATERIAL SHALL BE PER
C.O.E. APPROVED MATERIALS LISTS MM-1, MM-2
& MM-3.
NEW IMPERVIOUS AREAS
CONCRETE SIDEWALK 543 SQ FT. i1Gi� L /1)/v
ASPHALT PARKING, APRON 495 SQ FT. �����_ f�r-•;
CONCRETE CURB 181 SQ FT. V
ASPHALT
L PAT H C 241 SQ. FT.
ASPHALT RAMPS 79_SQ --F+ 1 n
GRAVEL WALK 60 SQ. FT. OEC i ZJ��
BLOCK WALL 47-5B7F-T
TOTAL 1,6s6- SQ FT
DEVELOPMEPIT SE00
1358 S F COUNTER 4
UTILITY CONFLICT NOTE
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE
ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS OF ALL UTILITIES IN THE
AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND
ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS
PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT 11111111t
ENGINEER IMMEDIATELY.
STREET FRONTAGE PLAN & PROFILES, WITH UTILITIES
FOR
MARTIN & PEN TTILA(5-2007-000
n
IN NE1 /4, NW1 /4, SECTION 25, T.27 N.,R.3 E., W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
Revised at Owner's Request & per City Review Comments 12/10/2015
Revised z)er City Review Comments, dated March 26, 2012 4/10/2015
!' Lovell-Sauerland & Associates, Inc. SHEET
= Engineers/Sur%eyors/Planners/Development Consultants
e-mail: info®lsaengineering.com • web: lsaengineering.com C 3
19217 36th Avenue W., Suite 106 • Lynnwood, WA 98036 (425)775-1591
DRAWN CHECK'? DATE F.B. SCALE FILE NO.
J.T.T. J.Y. 2-10-15 494, P.20 1"=20' 4901- 0- 06 OF cJ
1.4 :
/4, SECTION 25, TOWNSHIP 27 NORTH, RANI
.............. ........... ............... . ...... ....... . ... .............
�r PUBLIC ALLEY
. ......... - ----- ---------------- x x
E C-
6 F),
.. . . ............ ................................
AC
CN 2,321 SF ROOF
3 H
I
- -- --------- .......... ---------- ..........
c
4./IiiV,
N
11VG
11/11/8/OJV
9SoWALKWAY
5 l
c
'r {TYI')
CLEANOU
W/4 TE R Qv -i c r-
pr-- p
J, TW 116.0
H=2.0'
TW 116.0 14
H=3.0'
1 4 1
ISD Tj -� Tw 116.0
H =3.0
MODULAR BLOCK WALL [E8.12]
od
..........
b ON TW 114.0,;
J�
;7e
H=2.0'
.0e
EXISTING 6" PVC IE 107.0
(R t; IV e r r.— it
ocB -"4
INSTAL4 x6 in-
WYE IE 106.,
L
FOR MODULAR BLOCK
WALL FOOTING DRAIN
5 E W-A
R r3^
... .......
C' L f P,
CB INSTALL 4"x6-" WYE IE
63.# 3 FOR BUILDING F007ING
%CB TYPE I
RIM 106,
IE