REVIEWED ENG CLEARWATER AS BUILT-GENERAL NOTES:
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO
THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING
SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL,
STATE, AND FEDERAL CODES, RULES AND REGULATIONS:
- CURRENT INTERNATIONAL BUILDING CODE (IBC)
2010 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND
MUNICIPAL CONSTRUCTION
- WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER
MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION)
I" COMPACTED
/ 3 COARSE WOODCHIP MULCH co
W BERM 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS
/ (ABOVE PONDED AREA) REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED
341.00 OTHERWISE
INLET P „ ROCKLINED OVERFLOW 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JDBSITE WHENEVER
/ PI E. SET U. MIN.
ABOVE RAIN GARDEN FLOOR. �LG (SEE NOTE 4) CONSTRUCTION IS IN PROGRESS.
BIOR T
W
E ELATION CALCULATIONS � PER TABLE 5 6., ,/ / • � ��.. -ROOF DRAIN IE_,J4O.10 .� - .�.. .J40.50
- - - - �- - - 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVES BY THE ENGINEER OF
BIORETENTION BOTTOM AREA = 4,223 SF xC -- 266
/� _
OR USE 11' WIDE BY 25' LONG POND 80T1-0M -- -= ` INSTALL RIP RAP DISPERSION PAD RECORD AND THE LOCAL GOVERNING AUTHORITY.
WITH 6" OF PONDINGDEPTH. PONDING DEPTH VAR1E
un „
LF 6 .. 5. CONTRALTO' SHALL
a ®7 67�' SEE NOTE 1 I� RECORD ALL APPROVED DEVIATIONS FROM THESE
f PLANS ON A SET
-
DESIGN ,70.00 r\ OF AS .BUILT DRAWINGS AND SHALL SUMMARIZE INFILTRATION RATE 0.75 INCHES PER HOUR
. � AR ZE ALL
1 .... FLOOR. 4
f
/ / AS -BUILT CONDITIONS` ON ONE SET OF REPRODUCIBLE DRAWINGS FOR
� _� , .,. ,;. , . - .: , . ��` SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE.
. � A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF
...._:.... ..: .. y. ,.. _. : � EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY FINAL
.
20 10 0 20 40 / CB#2 PROJECT APPROVAL
.. _ PR
RAIN GARDEN BOTTOM
IE 370.03 / 6. ELEVATIONS SHOWN ARE IN FEET SEE SURVEY FOR BENCHMARK
INFORMATION.
�` 9`6th PL W EX. 6" PVC STR1rRAI'NS �\ 3" COMPOST MULCH' 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON
MONUMENT TO BE CONNECTED \ � � � '�
/ IN PONDING AREA � "' HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM
SET A CENTER OF TO ROOF DRAM � \� � �
CULDESAC PER o ,� AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED
PLAT ENGINEERING �C' /'f - EX. 8" CMP APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE
ELEV. 385.58'
TRENCH FOR GAS CABLE P 6 ?� \D WY / 'f ? ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER
POWER PHONE �� i0 PROPOSED RESIDENCEAND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE
� . a... , . _
,: AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL
ALL NEW UTILITIES MUST BE UNDERGROUND) � : � 4 = }- :.'� �� .a � r � CB 3
� , cx,• :.�.: EXISTING -'' "� ,. �
s _
r-- VERIFYLOCATION, DEPTH, SIZE TYPE AND CONDITION OF EXISTING UTILITY
_ . r < ... CONTOURS s C� a
M(I 10 / c
� y .,� P�f I LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW
. ... I IE 358.37
DRIVE�AY d ..� �a � �-
RIM 383.40, - / N.T.S. UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR T
, ` 'SLOPE -9.5% - • ty ( , , HE COMPLETENESS
IE 375.00 a . , k , �- r r / OR ACCURACY OF THE EXISTING T UTILI iES AND SITE FEATURES PRESENTED
10i / ON THESE DRAWINGS. ENGINEER ;SHALL BE NOTIFIED IMMEDIATELY OF
EXIST S///W & 01W
CITY OF / :: CONFLICTS THAT ARISE.
4 ED ONDSRtUN GARDEN INS TALLA TION NO TE S:
8
,i,
1
a ' 16, 695E l DRAINAGE S
k l
1. POND/N . - • ... / T
� ._. G DEPTH SHALL BE AS SPECIFIED IN TABLE 5 6 OR 12 INCHES). 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL .UTILITIES DURING
: a / / : CONSTRUCTION AND .SHALL CONTACT THE UNDERGROUND . .. •.,, ,: _ _' _ _ • � - : � RESdDEN E / � UTILITIES LOCATION
. .:.
2. BIOR N'
. _ . FF MAIN C� 377.5 ETE TION SOIL DEPTH SHALL BE A MINIM F SERVICE 1 S . .. .. / /' � c, UM O 12 INCHES FOR FLOW CONTROL ( i00 424 5555) AT LEAST 4 HOURS PRIOR TO
,... LOWEST
c
E FOOT�(NG C 362 AND A MINIMUM` OF 1 � INCHES ,
,.g ...-.m.,,,.-.-, •.�, � S FOR WATER QUALITY TREATMENT CONSTRUCTION.
i PRIVATE DRAINAGE
LOT
DRIVEWAY
WALKWAY
ROOF
OUTLINE
TOTAL
IMP. AREA
LOT 7
541 SF
3O SF
1, 512 SF
2, 083 SF
LOT 8
526 SF
80 SF
1, 534 SF
2,140 SF
TOTAL
4,223 SF
TABLEYARD DRAW
YD#
RIM
LE
0
370.00
367.00
2
.J63.00
360.00
3
354.00
351.00
4
349.75
347.00
5
357.75
355.00
NW1A !Vl/4, SECTION 36, T.27N., R.3E., W.M.
SNOHOMISH COUNTY, WASlMVG7`ON
B'dTTOM AREA = 289 SF. 1 �i
34-0 SEE DETAIL THIS SHEET SLOPE I
USE LOW PERMEABLE SOIL
FOR BERM AREA S MHj 10
0.07 340.00 RIM 341.28 tat ol. ...
'. IE 334.58 I 'f
.oft i.0
CRJ6
I IE 34.55
I � /
EX. C E
TOP 337.28
INV 334.54 N
P� INV 334.39 W
FX. c;RMN .4FUATI= CONFLICTMOTE.,
1. REPLACEMENT IS REQUIRED OF ANY PLAT IMPROVEMENTS THAT ARE DAMAGED DURING CONSTRUCTTON. ' MON.
2. SEE SITE PLAN AND DRAINAGEIUTILITY PLANS FOR MORE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON
THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE
HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. T�,'IS AND
THEN SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555
POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY
CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS ,EXIST
LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED
UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO CIO
VARIATION, IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL.
CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL vt
PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. ,
Is
CUL 7WO (2) B USINESS DA YS
BEFORE YOUDIG 1-800-424-5,555
FOR: MBLIC WORKS DRWOUR DATE
2 REVISED RAINGARDEN SJR 09-21-201 1
1 REVISIONS PER CITY SJR 07-12-2011
REV. NO. DESCRIPTION INITIALS DATE
INSIGHT I ' O EL RONCO.
P.O. 147
EVE' TT, WA 98206
SITE ADDRESS: 22804, 22806
9 6TH PL, W.
EDMONDS, WA. 98020
TAX ACCOUNT NO.'S: BLD, 20100757
BLD, 20100758