HomeMy WebLinkAboutR-410926Q
w
LEGAL DESCRIPTION
THE NORTH 2 2 ACRES OF THE SOUTH EAST QUARTER OF THE
SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5,
TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M IN KING COUNTY
WASHINGTON.
EXCEPT THE EAST 30 FEET FOR ROAD.
ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST:
AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE
OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER
RECORDING NO 8906291184:
SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF
WASHINGTON
0
I
d66 N6p 5
k6o k3r . LINEOF EX
1 24" CEDAR
Pr rwn-srurr
k6o 6
k'h6p0 �k6p$ 6
p 6 k6o • 0p 9
g CURB 71" QEnna r
DAR TWIN k
G
tb 9
A PORTION OF THE SE 4 OF THE NW 4 OF SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST. W.M.
k6, 06 k6 $, n61 D`6�O
A
ALL WORKS AS SHOWN FRONTING LOT-
TO LOT-6 ARE TO BE COMPLETED
UNDER PERMITS BY CITY OF RENTON &
SOOS CREEK DISTRICT. SEPARATE ESC
PLANS WILL BE SUBMITTED FOR
ASSOCIATED WORKS & SERVICES.
!abl0 9
k6�
9
k6y'
TEMPORARY INLET
PROTECTION
MAPLE QUAD
Ik6 1• (]IJKR AI MY I I
Too°o
C105 �000° 000°°00° 0°0°00 00°00° 0 0°000°° arqk
• 000 000° ° ° c > o oo°0 0 00°0 00 0 00 ° oo°0 0 0
_ °' pOO°° O O °O°° �O°°O °O °° ��o® < ,pO O� c+ O c�° O° c AD 198THSTS_E
Q o 0 0 �c
° 0 0- °0 ° °
Y_O°ooao�S ao 3 r,Qo- 1-- - -- -
0+! 000 6 00 0�0 0 °o°- 4 66�0 r5C'._10
o 00 0 o .�-----
0 C14 o 0 o zls vpb 00 w,b o 54->
006 00°0000°000000 ,��qq���o°�O 00 O 00°0 0 0° o°0000000 00 00°0 0 00�0 oov 50 O O I'
00 0000°000000 00000000000 o-0 °0000 00 0000°0000 o 0 , -oo o o I •'
Q� g @Q'� O Opp,., O O O O O O O O O" C�fQ O
�. OOOoO O°0000 °00�00000000�° O OO -0;0 O0 �O°n O.m. ��O� �T.;'�0�00�`CY04�°n�0�0 Ot9'��9 li
O��OOD 'O 00 °°00�0°°O° O'0°0000�
y
® OD O!O°nO Q.re."Y O°O°°°O�O°n00°0�000°°p0°O°p�O�Oc�00�r + I
G-� - - -- a--------- e -------------- -e -- a e -�-------- ' .
1,hi:'';�'Yrat'1.
'H':'HIJ M�•i
1• „};.,„s;;, „�.
::.,�}Y:1y
,I
'Y7'si7;!$;i
ri,.
7.a '.rl'1.a:�'a ,%1 �5'� V�1
- - --- - --
Jnr sv,, Li+;�r�1•�.
•`1: +'•Y
♦:rI:J 1+'.""
r�'•I`'
4+• ,n. r4 •
t' L
.e '�I" )"1 „�d�n+'
i
er
1 !• 1 ^.
nY'Y .',
,•x, a'�.
'�i' ��9,
•"�Y. ;1 ,'i� 'i 'i
"r:
.r, '1,1•:.,.,":.r,.
�N r'4
tf' •
:i1 •�•F1' nil
,I '.s a ,�,' +si"
fi ,l1„b' 1. i��"'�
�^r�'.''''+ '.�.»
v, t s.. "�i
ws I
"Yfi. L l :It'
I'Y .a,.
, ,t I'r' � °,
�•S •;,'i:� rr
�•I� "I , '?�
',\I JA � Ui
, f •a• ,
,{ „a •I^ + r
v I ::�It' w'I':'a
+, %r, 1,�„'^' l�
n
f � i• 1
.!h ! t ,
. 1 a,w 3' f:' ,t•
N•, ,. 4w
I- -� 31.9'
74.0' 1�
r
- 16'-0"
o------ -- I
1 `1.
--- I 74.0 - - - - -
d�-I TYP$�X
.L I
- - - ^ - - 74.0-I ---
-
o k6� .
o- o -----IVI
1 �' v I 11'
j-I----I---74.0'----k6y
�..
dI I ���° 6�9
I 6�6 � 9
----- --74.0>- ---
o-------�--�I
1 I 11.
1� I I 'O.-VL k
k6 $ k6
dl�--�---
I I k6
- 4 8'2�
46r C223
X
ot� k6$.
- - - - -
11
_k6y
- -- - - -I
1
-� k6J
� k. I
11
�-- k
I r
k
1
L--
� - - - - - I -
k6 k
I - - - -1^
1 l
- Xp {r
6g.
k u• COnoM= 1
I
1 I
p6
1 I
I t6 1
I LOT 6 X\ I
k
k6y?
6
4
LOT 5 I
I
C150 4- I i
k k WOW FM nb
STORM
1 LOT 1
1 LOT 2
11 LOT 3
k6k I
1 1 LOT 4k.
I k6k 1
1ft
1 1 x /�/� x 1
1 I\\j�� I I
i'� y kk6q. v
N Z466 kF,y• 1 13' , E
DRAIN
TRACT
N I 0 I
�i'y I
1 I k6y y I
I I}
N 1 k6g? I
I - I
I N I I
I I
N 1iN
1 I \�� I
1 1
6k9 yrO �k GOTM 0)
4
I 1°°-°°'
I
��
zt mrrax k lrcorrOw
a6`
I I
I I
kyb•
f�+ 1
6p.'•
aw000 10Ago
-
-
_ :b
krO
L
11
- L-------
1 c 153 I`
24" corn
9--J I
I / e cor oNwoao
------J
- ---J
----J
y
- --=--J
-
No
WOODX
10" 1
\
;�11
k6y
1 1 X
ku orraN�r-p6��TT0I+
6k�
74.0'
X R
74.0 by9
0° k066
k66 k6y$ 74.0'
k6y9 k
24XALDER
`'� k6y' 0• k6 9
100- k� 21' -
- rWs
- 57.0'
a 74.0'
74.0'
74.
4 '
NO CONSTRUCTION DURING HEAVY RAINFALL
THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. AGENCIES
INVOLVED SHALL BE NOTIFIED WITHIN A REASONABLE TIME
PRIOR TO THE START OF CONSTRUCTION.
INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES
IS COMPILED FROM TOPOGRAPHY SURVEY BY SURVEYOR, AND MAY NOT BE
COMPLETE OR ACCURATE. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL
EXPOSE AND CONFIRM THE LOCATIONS AND ELEVATIONS OF ALL EXISTING
UTILITIES, AND ADVISE THE ENGINEER OF ANY POTENTIAL CONFLICTS.
SURVEY BENCHMARK
CITY OF KENT BENCHMARK NO 7073 PUNCH IN 3" BRASS DISC,
INCASED, LOCATED AT THE INTERSECTION OF SOUTH 2O0TH
STREET AND 100TH AVE SOUTHEAST. ELEVATION: 343.77 FEET
CENTREPOINTE CONSULTANTS 14209 29TH ST E #105
SUMNER, WA 98390 PHONE: (253) 987-7859
CONSULTANT
MAINLAND ENGINEERING CONSULTANTS CORPORATION
UNIT 206 8363 128TH STREET
SURREY, B.C. V3W 4131
TEL: (604) 543 8044 FAX: (604) 543 8104
EMAIL: CIVIL@MAINLANDENG.COM
MATERIAL STOCK PILES TO BE
ENCIRCLED WITH SILT FENCE OR
COVERED WITH POLY SHEETS,
LOCATION MAY VARY (TYPICAL)
OF OFFSITE TREES ARE
SHOWN (TYP)
DI" 24" COTTONWOOD
DROPERTY LINE AS PER STD DETAI
STD 5.31 (TO BE REINSTATED
MMEDIATELY, IF TEMPORARY
REMOVED DURING CONSTRUCTION).
ALONG TREE TRACT WITH TOPSOIL
AND SOD IMMEDIATELY (OR AS PER
ARBORIST RECOMMENDATION)
ANY DISTURBANCE ALONG
PROPOSED SIDEWALK TO BE
SIDEWALK TO BE COVERED WITH
GRAVEL/GEOTEXTILE IMMEDIATELY
ESC CONSTRUCTION SEQUENCE:
1. PRE- CONSTRUCTION MEETING.
2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR
(MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN)
3. FLAG OR FENCE CLEARING LIMITS.
4. INSTALL CATCH BASIN PROTECTION AS SHOWN ON PLAN.
5. INSTALL PERIMETER PROTECTION (SILT FENCE)
6. CONSTRUCT SURFACE WATER CONTROLS SIMULTANEOUSLY WITH CLEARING AND
GRADING FOR PROJECT DEVELOPMENT AS SHOWN ON PLAN .
7. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT
AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS
IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS.
8. COVER THE ALL AREA WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING
THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD
FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT.
9. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
10. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
11. UPON COMPLETION OF THE PROJECT ALL DISTURBED AREAS MUST BE STABILIZED
AND BMPS REMOVED.
3. ISSUED FOR APPROVAL SGC 2022/04/19
2. ISSUED FOR APPROVAL SGC 2021/09/29
1. 1 ISSUED FOR APPROVAL MK 2020/12/15
N0. REVISION BY DATE
Q
Z
kj0�6
I
W
Ob
kip
LLI
PICA 220 �
�
�
J
a
a�
h�p96
R�p9
it
W
`T
r
00
�Q
O
4:L dl
1
o �r ON, y2
k�0�o--EX11aE%9CURB
y
m 4, ti
D
k� k IN,
-
3
6
Y � Iti�15
ANY DISTURBANCE
DURING MAIN WATER
WORKS TO BE
STABILIZED WITH
'1
k�1�0
w
k
a- CURB
1 k
DO k�
k
U
k� o x UDED CURB
)C1 k1 6`L
k�� O
ROAD DEDICATIOP
9
k
eye' k1 R
c22o
I-
�, ti
W
LU
I kl HYDRANT
LL
O
o06 1 k�1Z�
k1 a
I-
bio6 k1*16
1
V
VI 1
= 6
k'IU y
Dr1
O
SURVEYED:
SURVEYED
DESIGNED:
EM
AB
AB
DRAWN:
SGC
AB
CHECKED:
RM
A P P R
APPROVED:
AB
PLAN SCALE. 1 "=40'
EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (
ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY
REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC
ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES.
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG
THE CITY OF KENT, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR.
2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY ( ECOLOGY)
CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE
CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER
GENERAL PERMIT.
3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE
FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST- PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC
REQUIREMENTS.
4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION
AND TREE RETENTION AS PRESCRIBED ON THE PLAN( S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN
THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF KENT SURFACE WATER DESIGN MANUAL (RENTON SWDM)
PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING
LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ ESC SUPERVISOR FOR THE
DURATION OF CONSTRUCTION.
5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE
DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE
REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK- OUT TO ROAD RIGHT OF WAY DOES NOT
OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED
THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT
SEDIMENT FROM ENTERING WATERS OF THE STATE.
6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF- SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY.
DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON- SITE DUMPING
OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS.
7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ OR CONSTRUCTION
TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC
BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ OR CONSTRUCTION IS
COMPLETE AND POTENTIAL FOR ON- SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION
IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. THE
IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY
OF THE APPLICANT.
8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF
PROPERLY AS PER STATE STANDARD.
9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE
CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL
ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE.
DURING THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS
ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS OVER AND ABOVE
MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING
DRAINAGE SYSTEM.
10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR
LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES.
11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY
FOR REVIEW AND APPROVAL.
12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING
THE WET SEASON ( OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH
SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING,
PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE KENT SWDM.
13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS
OTHERWISE APPROVED BY THE CITY.
14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN
(7) DAYS.
15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24
HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE
CITY.
16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS SHALL BE PROVIDED FOR ALL STORM DRAIN
INLETS DOWNSLOPE AND WITHIN 23 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE
INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED
AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION.
17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS
AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -
LADEN WATER INTO THE DOWNSTREAM SYSTEM.
18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE
NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY
FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO
THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
19. AREAS DESIGNATED ON THE PLAN( S) CONTAINING EXISTING STORMWATER FACILITIES OR ON- SITE BMPS ( AMENDED SOILS,
BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID
SEDIMENTATION AND COMPACTION DURING CONSTRUCTION.
20. PRIOR TO THE BEGINNING OF THE WET SEASON ( OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY
WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED
OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR
SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.
21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT- LADEN
WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS,
FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF
THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL
BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL.
MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.
BMP LEGEND
C101 = PRESERVE NATURAL VEGETATION
C105 = STABILIZED CONSTRUCTION ENTRANCE
C120 = TEMPORARY AND PERMANENT SEEDING
C123 = PLASTIC COVERING
C140 = DUST CONTROL
C150 = MATERIALS ON HAND
E53 = MATERIAL DELIVERY, STORAGE AND CONTAINMENT
C209 = OUTLET PROTECTION
C220 = STORM DRAIN INLET PROTECTION
C223 = SILT FENCE
AD = AREA OF DISTURBANCE
SCALE:
AS SHOWN
0 40'
1 "=40'
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 C T Y OF
KENT
DATUM
Planning/Building/Public Works Dept.
f I A No. REMC- 2B4826
BRIBED ON THE SUBMITTED DRAWI NG5 A{i D SPECIFICATIONS
PROVIDED BY THE APPLIOANT"S LIOEN5ED EINIGINEERS,
SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED
PRO FESSIMALS, THESE PLANS ARE APPROVED FO R
CC N FO R.MANCE WITH TH E CITY OF KENT ENGIN EER-I NG
DIVISION`S REQUIREMENTS
Development Engineering Manager Date.
City Engineer Date
1.
INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES
IS COMPILED FROM TOPOGRAPHY SURVEY BY SURVEYOR, AND MAY NOT BE
COMPLETE OR ACCURATE. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL
EXPOSE AND CONFIRM THE LOCATIONS AND ELEVATIONS OF ALL EXISTING
UTILITIES, AND ADVISE THE ENGINEER OF ANY POTENTIAL CONFLICTS. 11
MADUENO SHORT PLAT
19805 108TH AVE SE, RENTON, WA 98055
EROSION AND SEDIMENT CONTROL PLAN
N
00
N
In
0
0
0)
u
N
0
0
0
0
L /
I\
0
0
0
0
0
U)
0
z
W
DATE, )
2022/04/19 L
E1� PAGE: 0
DRAWING NO:
6 0-
SHEET:
6_OF-10