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PROJECT 2
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DATE
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THAT PORTION qF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 27
NORTH, RANGE 3 EAST, W,M., DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF THIRD AND DAYTON STREETS IN THE C11Y OF EDMONDS;
THENCE WEST 338 FEET TO .,THE '1 RUE POINT OF BEGINNING;
THENCE NORTH 1918'22" EAST, A DISTANCE .OF.263.88 FEET;
THENCE NORTH 88'41'22" WEST, A DISTANCE OF 231.24 FEET TO THE EASTERLY MARGIN OF SR-104, AS
CONVEYED TO THE STATE OF W; 1-! IGTON BY DEED RECORDED UNDER AUDITOR'S FILE NO. 2141566, SAID
MARGIN BEING A CURVE TO THE LEFT HAVING A RADIUS OF 500.00 FEET AND FROM WHICH INTERSECTION POINT
THE CENTER OF SAID CURVE BE"',:S SOUTH 72*52'59" EAST;
THENCE SOUTWERLY ALONG THE b•!RC OF SAID CURVE TO THE LEFT AND CONSUMING A CENTRAL ANGLE OF
9'27'11", AN ARC DISTANCE OF 49 FEET TO A POINT 100 FEET EASTERLY, AS MEASURED RADIALLY TO THE
"L" LINE, OF HIGHWAY ENGINEER,', :' TA110N 20+00;
THENCE SOUTH 23'25'2-/' WEST, "%_DISTANCE OF:61.26 .FEET TO A POINT OPPOSITE AND 80 FEET EASTERLY OF
HIGHWAY ENGINEERS STATION 201.68.17 P.T.;
THENCE SOUTH 1'09'15" WEST, 80 FEET EASTERLY AND PARALLEL TO SAID "L" LINE, A DISTANCE OF 106.83
FEET TO A POINT OPPOSITE HIGH§VAY ENGINEERS STATION 21 +75;
THENCE SOUTH 44'26'45" EAST, A DISTANCE OF 28.10 FEET TO A POINT OPPOSITE HIGHWAY ENGINEER STATION
9+00 AND 30 FEET NORTHERLY, AS MEASURED AT RIGHT ANGLES TO THE CENTERLINE OF DAYTON STREET;
THENCE SOUTH 88*41'227 EAST, ALONG THE NORTHERLY MARGIN OF DAYTON STREET, A DISTANCE OF 249.74
FEET TO THE TRUE POINT OF BEGINNING;
EXCEPT THE EAST 30 FEET THEREOF FOR ROAD;
SITUATE IN THE COUNTY OF SNOI'IOMISH, STATE OF WASHINGTON.
SITE DATA
EARTHWORK QUANTITIES:
CUT = 8200 CY
FILL = 1700 CY
NOTE: THE QUANTITIES OF EXCAVATION AND FILL ARE
SHOWN ONLY FOR THE PURPOSE OF OBTAINING
A GRADING PERMIT AND SHALL NOT BE USED FOR
CONTRACTURAL PURPOSES.
TOTAL AREA = 1.38 AC
TOTAL IMPERVIOUS = 47,293 SF = 1.09 AC
TOTAL PERVIOUS AREA = 12,82C SF = 0.29 AC
NOTE: AREAS WITHIN PROPERTY BOUNDARY
LEGEND
TRAFFIC FLOW DIRECTION
-----
GRADE BREAK
- - • -
DRAINAGE SWALE
CONCRETE AREAS
ASPHALT AREAS
AD 0
AREA DRAINS
CB 0
CATCH BASINS
SDMH @
STORM DRAIN MAI'll-IOLES
DRAWING INDEX
SHEET
1
OF
9
SITE PLAN
SHEEP
2
OF
9
SECTIONS
SHEEP
3
OF
9
GRADING PLAN
SHEET
4
OF
9
UTILITY & STORM DRAINAGE PLAN
SHEET
5
OF
9
TEMPORARY EROSION CONTROL
M ITION PLAN
AND DE OL
SHEET
6
OF
9
SECTIONS AND DETAILS
SHEET
7
OF
9
SECTIONS AND DETAILS
SHEET
8
OF
9
SECTIONS AND DETAILS
SHEET
9
OF
9
NOTES
L;D//4,
P'"T R M IT 3 U 6 M I TT A L
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SHEET ..I .+ OF. 9_......
FILE NO---.----
45 ....... .... .... .. . ....
40
25
z
DAYTON STREET 0
20
d�
15 _....... _ ....
5
45 __... _ _.._........
4
30 ..... _. _....... .
25 __..........
w
z
20 .... _..... ... EXISTING ......
GROUND
a
15
AVERAGE EXISTING GRADE = 17.23
MAXIMUM ALLOWABLE BLDG. HEIGHT = 30.00
o MAXIMUM ALLOWABLE
cv ELEVATION AT RIDGELINE = 47.23
10 _. _..__......._ _._ ... ......... ....... . ... ..........
m
m
i
t\
t
0
rn
3
zs
Li
I-
N
n
fU
0
in
RIDGELIIVE
.L= 46. 75
GARAGE
SECTION 3
SCALE: HORI2. 1" =10'
VERT. 1" =5'
P Em Fl M I T �uEcMi-rr�L.
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NORTH
SCALE: V= 20
LEIaEND
SURFACE WATER
FLOW DIRECTION
FINISHED GRADE
19-00.,* ELEVATIONS
- - - - - GRADE BREAK
_20- PROPOSED CONTOURS
- - - - DRAINAGE SWALE
I
GRADING PLAN
M
CITT) /0N 12,23, TO WN'HIP 27 NOR TH E
_E RANGE 3 EAST), W
S, R. 1011
11*15
00�)" E
......... ... . . ......... -------- ---------- - -- . ....... .... ....... ....
Of 11.13
111v
cr (\%P; WA T.-
.......
"G "r
1 .7;
T (I P .0 1 fRIUMN I
IN V: t ").,c
1.2. 56- 12" cr'rt•.l) / /�!?tir�n;, J
IN v7z *1 1), 0. 1, .1411-12"
B
11-1 V_- I i1 1 2 c
-4 V� 1 600.0o,
12"c
NV� 11.51- 1
....... ..... --
----------
-7, C13
f I I-Y pk,:)
... ...... EX. Q 13
----------
OP--- 15.82
RIM 15.10
f5l,
---RIM• 7 "U-3(svl)
lm T 1.5-25 IIJV=i1.9 -12
TC�B
'17
Q L
co S%
SDMH ) 1 .1
SDMH
F
19J
1 08. 5.2
-1-5. RIM
X1,44
if - 15.64
t�v QpEkN
100.0, LINE
.1 T
--A 1p
IY J
I -
rill gL
16.81 NU.
0. 0 01
20.25 .20.2 18.52 ' ' ' . �� _ ���` =P: - _.
E0
:EX!S'lIHG 2�:�
hvff I'AL BUILDI 1(,
6 59
"D I
F011`101.4. I. , TO E31: I
i L W 15.50
BOW 12.11
0 0
5.: 4 cbNC'
SiG I C V J_! y 0 .. ......... I
I-Ij 0.
�R
J7 RETAINING WAIL
0-�,p 1j. G,
16.7
il-' 0 TOW 5. 0
ter. IBOW 12.16
7
EL 20.25
20.
PROPOSED
25 20.26
BUILDING
FF= 0.-
.20.25- i..q
TOW 15.50
BOW 12.56
it Q'16.43
�I
IV.
r
...... 20.25
4-6.77
0
16.82
.20.25 20.25 TOW 14.30
17.b BOW 13.54
TRENCI-1 DRAIN
.. ..... EL 9.0.
RIM 16.53 10.99 10.*99
0
0 N
c3
rop 17.5 OUTLINE OF
0.02 P101 i"M- UNbERGROUN,D*
td: to
PARKING 17.96
EL 10.63
7. 20.25 �207
0
-ADJUST RIM cp
20
APTT 0` Li)c. vx-. (i r, ve RIM AS NEEDED
C
12-
E'414- R FORCE
z
c:l
0 A U.]
x C14
: !EiV vl�
IJ-PA-vi
a 14- w
<
TRENCH 202 20.10 �H DRAIN
.. .......... EL 15.50 I-Ij
RIM 9.85 18.16
IN J
20 1 _5 Z
J
DRAINAGE
19.75. 20-.-21 20.W
ri
SWALE
20.10
19.89
'45
BOC 17
19.2 B C 19.72 T
80 20.07 E' CB
I A
19.20 ......... 1 ......
NOT A.I.3.
R�
"5 3 M u'V A. 0.
IM 19.73 INV 'I'a,
RIM 1,13.77
X.
J E
77c".
q RIM 1
F A.B.
TOP 19.4 FIC
c'4 INV 14.44 HOf A.b.
EX c,-P-- RIM---49-;28 ------
........ . ......
,2 6 3. i I
FMME
0 L?J20.117
P GRADE _'BREAK_'_'
1 01 X.
TO I RFA'1111.4111,1 I
.. . .... ........... .... . ......... ............... ......
mm r% INIMM
pamml or"UBMITTAL. QJ3
.. . . ........ .....
foil
�N V
Pi V
7. if
Q
S:1
AFIVI E'.9. 8" IWA ER AAW
BOC 19.37
...........
....... .....
..... ... .......
. ........ ...
. .. . ......... ..........
.... ... .........
...... ....
- -------------
CIB
E,
. ... ...... .
TOP '19,01 r](Iff A.D.
m
PIA-T A VA'. S.
it-i'li-r i 3. 1; 1
.. _ ......
j �di F) L
MIARI.Aj•j r-111,113 t-fl.j
13 C
LX. !IJ?t CONO A.-
............. . . .. ..... ..... . . .....
2!,� 7'
111V �i,
H
61181-111 000__-AAX.-__xxxx
a
TOP 20,611
flv
ir,,V 14.5412"CP(S)
0 1
EX . ... ....
24"(NE.)
1MV-12"W(HE)
QN
N
ON
ON
tN
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04
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16
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TOP 13.2."
A
""WON CON01"107"OL AND DEMULITION NPILAN
EMPOHARY b.. HU
17
I I I I/
NORTH I C?Ct^TltlAl OQ TIIWAI-QI41P l 7 AlinRTU APANOIC q FART WM-
00 A 1- V e= gn I
S. R. 104
F-- 'X. CB
NOTE:
1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED
FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE
CONTRACTOR SHALL .BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS
UTILITY CONFLICT NOTE
CAUTION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING
UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POT HOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555
AND THEN POT HOLING 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 VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT BANNON ENGINEERING, INC. (360-297-7479) TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
INV- 7,2412 (;P(H) .............. ........ ........... . ... .. ...... AND TO AVOID DAMAGNTO DAI.... ..... ....... _ . M - NTS
G13 ......... CONFLICTS WITH EXISTG UTILITIES ARISE DURING CONSTRUCTION, THE MINIM EROSION AND SEDIMENTATION CONTROL REQUIREMENTS
f ............. -
INV = 8. 1 1-8"C P(WN) CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY
K) INLET)II I .... CHANSES.- REQUIRED SHALL BE APPROVED BY THE ENGINEER PRIOR TO 1. STABILIZATION AND SEDIMENT TRAPPING. ALL EXPOSED AND UNWORKED SOILS, INCLUDING SOIL
I "v. c D Fv,, " 13
.... .......... . ... ... .......... .
!! ' 'rc.)F1:,,tsl-OF-..R STOCKPILES, SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS WHICH PROTECT SOIL FF OM THE
F0111--.1 COM E j��TED CON
NENC 'kNT CONSTRUCTION ON THE PROJECT.
EROSIVE FORCES OF RAINDROP IMPACT AND FLOWING WATER. APPLICABLE PRACTICES INCLUDE, BUT ARE
MULCHING, PLASTIC COVERING, AND THE EARLY APPLICATION OF
1 N V=l 2.4 1 NOT LIMITED TO VEGETATIVE ESTABLISHMENT,
I I% IV= 10. 8 1 - 8 CP(5)
I X. B
R I ll.- 10.8 1 - 12"CII(IN) TOP;., 14,01 GRAVEL BASE ON AREAS TO BE PAVED. FROM OCTOBER 1 TO APRIL 30, NO SOILS SHALL REMAIN
jj UNSTABILIZED FOR MORE THAN 2 DAYS. FROM MAY 1 TO SEPTEMBER 30, NO SOILS SHALL REMAIN
R lvl:: 11.56-
IN V 1 -1.56- 12"(' -P UNSTABILIZED FOR MORE THAN 7 DAYS.
GRAPHIC SCALE ... ..... . .
AT ALL TIMES OF THE YEAR, THE CONTRACTOR SHALL HAVE SUFFICIENT MATERIALS, EQUIPMENT AND LABOR
0 1.0
ON -SITE TO STABILIZE AND PREVENT EROSION FROM ALL DENUDED AREAS.
IN FEET) ...... 2. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER
I Inch 20 feet FA 1_.V� *-"--*- '__ RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES.
3. CONTROLLING OFF -SITE EROSION. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES
PR' T CT Et U! I RIC ElOy-
EXI TIJ � LIGHT PVC TEMP. TYPE 11-46' CB SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK FLOW RATE
I OF STORMWATER RUNOFF FROM THE DEVELOPMENT SITE BY THE IMPLEMENTATION OF APPROPRIATE BMPS TO
SEDIMENT TRAP
.. .. ....
114- 48 CB OUTLET'PIPE - -----
TYPE !-u C: B MINIMIZE ADVERSE DOWNSTREAM IMPACTS.
IE OUT 8.72
RIM 1 .81 12 I.F 1270 IE I
(y N 11.5;� `TEMP.) OUTLETS. ALL TEMPORARY ON -SITE
CM (.T
IE 7.5 0 SI), S= 4. STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS AND
�_ I CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION FROM
- - - 4\7
IE ±E . 88 W&E) . ....... IN V= 11. 9 7-1 ""(,P(sw)
ly --e= EXPECTED FLOW VELOCITY FROM A 2-YEAR FREQUENCY, 24-HOUR DURATION STORM FOR THE
-7 -DEVELOPMENT CONDITION. STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT
POST
REPAIR EX TING CATCH BASIN @QOLH k�P,
PROTECTION, TYP\
STREAM BANKS, SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL
ILK TO Cl
.)CURB AND !GUTTER, �7
CONVEYANCE SYSTEMS.
,R
E
E
m 0
N U
1' N
Z. .88 W&E) R IR.�Xll
6
PIPE
W.A
L
5. STORM DRAIN INLET PR�HATTIS
TECON. ALL STORM IN INLETS MADE OPERABLE DURING CONSTRUCTION
RIM L io-0-12i-
AND SIDE NDITION 6 ......
-A H 5 S f, EXISTING
SHALL BE PROTECTED SO TORMWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT
INV = 9.9 Qjf
(,A,. i _ .. - ? FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.
G
- - - - - - - - - -
PROTECT E) IS IN
FI !E HYDRA 4T
I I - :: '_____ 6. CONSTRUCTED ACCESS ROUTES. WHEREVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED
.13 i *I _"N�
Top 15.65
HTV 7.40-24"C'P(l
INV 7.38-24'*CP(
V,
<
IL
z
EX.
C13
x
TOP 15.77
!NV
7.97-24 "CN 1-)
INV ==
7.82-2,V'GP( Vil
EX.
C 1-3
It -IV -
9.02 NOT
A.13.
RV/Auz), r-r-%VvlzIIVr40 lvIv.DI BE IVIMLJLZ. IV MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO
THE PAVED
'ROAD BY USE OF APPROPRIATE BMP'S SUCH AS A STABILIZED CONSTRUCTION ENTRANCE IF SEDIMENT IS
TRANSPORTED ONTO A ROAD SURFACE, THE ' ROADS SHALL BE CLEANED THOROUGHLY, AS A MINIMUM, AT THE
fl II �i.� IZEND OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE
['.'XISTING SILT ENCE 7-
TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY
AFTER SEDIMENT IS REMOVED IN THIS MANNER.
it �BUR DIHG
131-OCK 130
7. REMOVAL OF TEMPORARY BMPS. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE
1*0 PE REII,110YVE...
lo BI-' 1-"P..
01 D
REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPS
ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON -SITE. DISTURBED
0 41 1 1 I\
Al SOIL AREAS RESULTING FROM REMOVAL OF TEMPORARY BMPS SHALL BE PERMANENTLY STABILIZED.
L
nMAlA7C`0lMn PnMCT0H0TInKI 4ZITr(Z I`WWATMIKIrl r)r7\/Ir%r7<Z SHALL r)lCZr%WAPr_[7 INTO AN APPROPRIATE
SEDIMENT TRAP OR POND, DESIGNED TO ACCEPT SUCH A DISCHARGE, PRECEDED BY ADEQUATE ENERGY
INTERCEPTOR 'THE SITE.
PROPOSED 11 1 1
BUILDING I I I DISSIPATION, PRIOR TO RUNOFF LEAVING
I L SWALE
OUTLINE 9. CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION SITES. ALL POLLUTANTS OTHER
THAN SEDIMENT THAT OCCUR ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND LEGALLY DISPOSED
L OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM OR SURFACE WATERS. POLLUTANTS OF
7-
CONCERN INCLUDE, BUT ARE NOT LIMITED, TO, FUELS, LUBRICANTS, SOLVENTS, CONCRETE 81-PRODUCTS AND
i ;\ I:I DEMOLISH AND REMOVE CONSTRUCTION MATERIALS
DEMOLISH AND REMOVE
EXISTING BUILDING
EXISTING BUILDING 10. MAINTENANCE. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMPS SHALL BE
MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION.
L ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE WSDOT STANDARD PLANS.
THE APPLICANT SHALL BE RESPONSIBLE FOR ASSURING THAT ANY SUCH FACILITIES DAMAGED DURING
- - - - - - - FLOODS, STORMS OR OTHER ADVERSE WEATHER CONDITIONS ARE IMMEDIATELY RETURNED TO NORMAL
OPERATING CONDITION.
L
F
STABILIZED
5 8
CONSTRUCTION ENTRANCE
17.71
SACUT RRjl-`
TYP. uJ
J
77
a
x
c-
ir
✓
x
.)q
OD
A:
Y I!,
;K APPROX. 1.11G. EX. 6"
'zI`IIl'ARY SDI&
E D REMOt
DEMOLISH AN
MAIN (f ROM CI IY ate j
EXISTING ASPHALT
4
Ld
DEMOLI�R� AN
EXISTING ASPHALT
0-:
REMOVE EXISTING
LIGHT AS NEEDED
_j >
E X. G 13
_10P 20.0 NOY A.B.
PROTECT EXI 111\1 9.34 NOT
R POLE _j
POT
PROTECT EXISTING --- - -----
118.9� 10 18,9 NOT A.B.
REMOVE TEMP. ItIV 10.3.3 Nor A.El.
--- ---------- . .......... .. ...... FX. BI' CI) RELOCATE FIRE
C.-D 12' PIPE AND-'-REPAIR--
-A
14YORANT X. CB
RELOCATE- EXISTING._._ SDMH AT PIPE
C , I' - I NICTT)C'n F
CONSTRUCTION SEQUENCE
PRIOR TO CONSTRUCTION:
1. CONFIRM THAT ALL APPLICABLE CONSTRUCTION PERMITS HAVE BE SECURED.
2. SCHEDULE A PRECONSTRUCTION MEETING WITH THE CITY OF EDMONDS ENGINEERING INSPECTOR. CALL (425)
771-0220 XT 326.
3. POST SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR.
4. LOCATE EXISTING UTILITIES AND INITIATE COORDINATION WITH UTILITY AGENCIES.
5. INSTALL SILT FENCE AS SHOWN ON PLANS.
6. CONSTRUCT INTERCEPTOR DITCHES AND SILTATION TRAP AS SHOWN ON PLANS.
7. INSTALL TEMPORARY ROCK CONSTRUCTION ENTRANCES.
8. IMPLEMENT ADDITIONAL SILTATION CONTROL MEASURES AS DIRECTED BY THE CITY AUTHORITIES AND/OR AS
SHOWN ON THE PLANS.
DURING CONSTRUCTION:
1. STRIP BUILDING AND PAVEMENT AREAS.
2. OVER -EXCAVATE AND REMOVE LOOSE OR SOFT MATERIAL TO A DEPTH THAT WILL PROVIDE A STABLE BASE
FOR STRUCTURAL FILL AS SPECIFIED IN SOILS REPORT.
1 1. /_1 `�J. •__ - - -, _ 1, I� f .. ..................
- - :� - - ... - . . .. - . - - ., . . .. . _ - . - -_ . ., _ _ . - ... _ - . _ .- - _. - . ... .- LIGHT � . ) -,
-m5"I -5. _.... _ .. I _'.. ---PENErRATION---. ........... ...... (P 13.4 N01' A.13. 3. PLACE AND COMPACT FILL MATERIAL IN ACCORDANCE WITH SOILS ENGINEER'S RECOMMENDATIONS AND/OR
-NEEDED
EX. 4EC' llf.)PE r---Xl 3" op INV 14.44 11401' A.U.
PROJECT SPECIFICATIONS.
CA
J, k
F X, I A N T, R LOCAT1011 Al"PROX, r . ....... .. 4. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF EDMONDS STANDARDS AND
EX. !`LANIER F, _4/
_ '1*. IliRF l..D-----' MANUFACTURER'S RECOMMENDATIONS.
.. .. ..... LXIS
LOCIAl 10114 0
ly
RE OCATE
AS
_M :
5. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE
E ERS Jr 7T I U.- cTT v
NE,.DED PROTECT- EXISTING,-- PROTECT EXISTING._
RELOCATE STOPI, SAWCO, fl-C --I- VAULTS, MANHOLE%— _-_......._-CATCH, qA` SIN AND THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY TESC MINIMUM
LINE, TYP.-!- jl� REQUIREMENTS.
SIGN AS NEEDED CATCH BASINS, ET MANHOLE
6. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON FOR
_01 _Z
TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR
C B
EQUIVALENT.
X. j 1'� I
1,011-1 120.0 11101 A.B. Y
A-.
'l INV 9.38 ll)IA.0. 9. 0 N O'T AB
W, '.19 1`4V 9.98 NO! A.H. 7. BEGIN SITE STRUCTURES AND UNDERGROUND UTILITY INSTALLATIONS.
I2II-J-21.51 ONIV 16., 68"CP(l
I-P . I ICIP 20.69 J, ._.. .". .', "`.
2ND A VE. S. 8. STABILIZE ALL AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
TO lr-IN/ 14.4412"M11)
22,10
INV 8.9824"(,P(�� I ) CALL TWO WORKING MYS 'T"". ssmll 9. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
El ............ R I I -A 2 0, 66
- j BEFORE YOU DIG
APPROVED S, Till U 0 10. FINAL GRADE, COMPLETE SITE WORK AND PAVE SITE.
I_ A 'I "I" D A
Ill V - 8.80-12"C00-11" D
11I.I.ARVIN AND J.jr-.S[
JE l'%lFLS'C,,;,4 BC AFTER CONSTRUCTION:
INV 19.40-263"U,(C.,UTILITIES UNDERGROUND LOCATION CENTER
29 q
1. LANDSCAPE AND PROVIDE EROSION PROTECTION ON ALL DISTURBED AREAS.
1j
WTY OF EDMONDS E GINEER DAIE I
P E K" M I T S lu'l - Bl'A I IT T A L 2. OBTAIN FINAL SITE APPROVAL FROM OWNER AND CITY OFFICIALS.
rn
rn
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SHEET 5.
OF-2-
FILE NO
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I
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C$
Ts
t,
6
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5
4
IN
N
I
0
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0)
0
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:)
D
1. .
,
-�,Z:l ...... Qll� ... .. - - -------- \
. , .1
1012, ti: .4.2, �
. I .., TILITY & STORM DRAINAGE PLAN
.. ,
....... .. .
, I cm,!Il
I i do
''I'll''."
NORTH F;�;l . ........ ... �,,,J___"" ...... ... �, I SEC TION 23, TOWNSHIP 27 NORTH ,, RANGE 3 EAST, W.A4
_�� � 4zr,,&T.vs V'= 20 i
1 I I
FI". ,."Q� . .','.p p 1..?�; e-,) �.. .,- . I I ;E 7.1:3.
.,
.1
"" F , '11; - 0 �_,.� .___.-.:_ � ...... . __
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( .. , �
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" ) I'(1r, ... ";.,),I
i .1 I- .
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; I
I i
oRAPHIC SCALE I p
I ! I i
I
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SCALE: HORIZ. 1"=20'
VERT. 1"=5'
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SCALE: NTS .
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PER PAVEMENT DETAIL
1"R
BITUMIOUS TACKCOAT ON CONCRETE
PRIOR TO ASPHALT PAVING
CONCRETE SLAB
6" THICKENED
EDGE OF ASPHALT
JOINT SECTION AT
CONCRETE AND ASPHALT PAVEMENT
E T A I L 1
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SCALE: NTS
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CURB AND GUTTER
TAIL. 4
SCALE: NTS
6
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REFER TO ARCHITECTURAL &
STRUCTURAL DRAWINGS FOR
CONCRETE SLAB DIMENSIONS
NOTE:
1. FORMS SHALL BE TRUE TO LINE AND GRADE
AND SECURELY STAKED.
2. DUMMY JOINTS SHALL BE PLACED ON 15 FOOT
CENTERS. DUMMY JOINTS SHALL BE 1 /2" x1 1 /2" .
3. THRU JOINTS SHALL BE PLACED ADJACENT TO
CATCH BASINS, INLETS AND AT POINTS OF TANGENCY
ON STREETS, ALLEY AND DRIVEWAY RETURS. MAXIMUM
SPACING SHALL E 30 FT. PRE -MOLDED JOINT FILLER
SHALL BE 1/2' WIDE AND CONFORM TO AASHTO
DESIGN M213.
4. ALL JOINTS SHALL BE CLEAN AND EDGED.
BE CEMENT CONCRETE, CLASS 3000
5. CONCRETE SHALL.
6. FINISH SHALL BE LIGHT BROOM FINISH.
7. THE FINISHED CURB SHALL BE SPRAYED WITH
A TRANSPARENT CURING COMPOUND COVERED BY
WATERPROOF PAPER OR PLASTIC SHEETING IN THE
EVENT OF RAIN OR OTHER IN'wLEMENT WEATHER.
CURING TIME SHALL BE FOR .A MINIMUM OF 72 HOURS.
8. ALL CURB AND GUTTER STALL BE PLACED ON A
MINIMUM OF 2" OF CRUSHED SURFACING TOP COURSE.
9. DUMMY JOINT 1/2"x1 1/2" BETWEEN CURB AND
GUTTER AND THE SIDEWALK.
INSTALL 1 /2" EXPANSION
JOINT MATERIAL, TYP.
5'-0" CURB AND
MIN. GUTTER --�
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ASPHALT & BASE
PER PAVEMENT DETAIL
1 /2" EXPANSION
JOINT
5" THICK
SIDEWALK
- f CRUSHED SURFACING
TOP COURSE, COMPACTED
TO 95% DENSITY
CURB AND QUTfER
AT SIDEWALY.
DETAIL r2
SCALE: NTS
PAVING SECTION SEE DETAIL 3,
THIS SHEET. REPLACEMENT PATCH
TO BE 1" THICKER THAN
PREVIOUSLY EXISTED
i % �
127
COLORED
WARNING TAPE " ►`'::S`°r ,r �� ` TRENCH BACKFILL
-'
�r` COMPACT TO 95%
MAX. DENSITY
TRACER WIRE FOR
NON-METALLIC PIPE ,'":( j<y z\ BEDDNG MATERIAL FOR
.. -j J4`
,�' -' " FLEXIBLE PIPE PER
WSDOT STD. SPECS.
10" MIN.PIPE O.D.I 10" MIN.I
PIPE TRENCH
DETAIL 5
SCALE: NTS 5 6
4 q,
'•..' •�. q' <' 4 ..d .,
4 , a e to
1 /4tt
SIDEWALK • •
w
4a..: ' a. ...:' 1-1/4
° 4 I NOMINAL DIMENSIONS
q
4 . < ' .: • .
-- 1' WIDE TACTILE
G GAG �) <i .. . a a t
G `; G C, ♦ : 5 MIN. LONG
�> �> {> G, ':� 4 •. •. RAMP AT 12:1 MAX.
SEE TRACTION GRID
` • ' ?�/�/, O' DETAIL, THIS SHEET
♦ '• 4a ,Y4
•
4.
q '.♦. e, a
NOTE:
1. AT LOCATIONS WHERE NEW RAMPS ABUTT EXISTING CURB,
n.
...4 :.♦ SIDEWALK', .• ';
GUTTERS, PLANTER STRIPS, AND SIDEWALKS, CONSTRUCT
4.
4.:
NEW RAMPS TO MATCH ADJACENT SURFACES.
n
n
a
_ 4 •. ♦ : '
2. FORM INSPECTION REQUIRED BEFORE POUR.
u
HANDICAP RAMP SHALL BE POURED SEPARATELY
'U
FROM CURB AND GUTTER.
ON
ON
7'-6" WIDE SIDEWALK
t`
I
0
HANDICAP RAMP
3
TYPE 2
�
W
A
DETAIL
8
t`
N
Itn
SCALE: 1" =4'
1 6
CURB AND
GUTTER -
. ' • • •. a s.. '. e..
RAMP TRANSITION '' C Cl:> <y 0l�
5' MIN. LONG
RAMP AT 12:1 MAX.
SEE TRACTION GRID
DETAIL, THIS SHEET
RAMP TEXTURING IS TO BE DONE WITH
AN EXPANDING METAL GRATE PLACED AND
REMOVED FROM WET CONCRETE TO LEAVE
A DIAMOND PATTERN AS SHOWN. THE LONG
AXIS OF THE DIAMOND PATTERN SHALL
BE PERPENDICULAR TO THE CURB. GROVES
SHALL BE 1 /8" DEEEAND 1 /4" WIDE.
TRACTION �01 DETAIL
INSTALL 1 /2" EXPANSION
JOINT MAT ERIAL, TYP.
s•
a
,e .•a
e,
•°•
° °�
CCQaaJJ
. . •
.
" SIDEWALK '.'
w
♦• { A
(�
a ea:
PLACE 1' WIDE
TACTILE 1' BEHIND
START OF RAMP
HANDICAP RAMP
TYPE 1
DETAIL. 9
SCALE: NTS
LANDSCAPE AREA,
SEE LANDSCAPE PLAN
°
NOTE:
1. SIDEWALKS SHALL BE A MINIMUM OF 5' THICK,
AND SHALL BE CLASS 3000 CEMENT CONCRETE,
WITH AIR ENTRAINMENT (MIN 4.5%, MAX 6.5%)
2. FULL EXPANSION JOINTS SHALL GENERALLY BE
PLACED TO MATCH THOSE PLACED IN ADJACENT
CURB & GUTTER, WITH MAXIMUM SPACING OF 30
FEET, FINAL SPACING DETERMINIATION SHALL BE
DECIDED BY THE INSPECTOR IN THE FIELD.
3. SUBGRADE SHALL BE COMPACTED TO NOT LESS
THAN 95% OF MAXIMUM DENSITY.
4. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH
A TRANSPARENT CURING COMPOUND COVERED BY
WATERPROOF PAPER OR PLASTIC SHEETING IN THE
EVENT OF RAIN OR OTHER INCLEMENT WEATHER.
CURING TIME SHALL BE FOR A MINIMUM OF 72 HOURS.
5. ALL JOINTS SHALL BE CLEANED AND EDGED WITH
AN EDGER HAVING A 1 /4" RADIUS.
8" MIN. THICK CONCRETE
WITH FIBER MESH (2500 PSI)
6" MIN. COMPACTED DEPTH
CRUSHED ROCK BASE
COMPACTED SUBGRADE
NOTE:
PROVIDE CONTRACTION JOINTS
AT CENTERLINE OF DRIVEWAY AND
AT 20' INTERVALS ALONG LENGTH
(SAWCUT 1.5' DEEP)
TYPICAL CONCRETE PAVING SECTION
DETAIL. s
SCALE: NTS 1 6
3/8" EXPANSION JOINT
AT PROPERTY LINE --�
15' RADIUS TO
FACE OF CURB
EXPANSION o` EXISTING
JOINT —� �, 31J PAVEMENT
SECTION A -A
2" MIN. COMPACTED DEPTH
TYPE "B" ASPHALTIC CONCRETE
- 2" MIN. CRUSHED
SURFACING TOP COURSE
4" MIN. CRUSHED
SURFACING BASE COURSE,
COMPACTED SUBGRADE
TYPICAL PAVING SECTION
_DETAIL. 3
_ SCALE: NTS 1 6
I 24' MIN. _I
PERMIT SUBMITTAL.
CONCRETE DRIVEWAY
DETAIL
SCALE: NTS 1
8"�
CEMENT CONCRETE
VERTICAL CURB
DETAIL /"7
SCALE: NTS
15' RADIUS TO
FACE OF CURB
NEXT CLU�t51 �Vnvi —'
EXISTING CURB
AND GUTTER -
NOTE:
1. SIDEWALKS SHALL BE A MINIMUM OF 5' THICK,
AND SHALL BE CLASS 3000 CEMENT CONCRETE,
WITH AIR ENTRAINMENT (MIN 4.5%, MAX 6.5%)
2. FULL EXPANSION JOINTS SHALL GENERALLY BE
PLACED TO MATCH THOSE PLACED IN ADJACENT
CURB & GUTTER, WITH MAXIMUM SPACING OF 30
FEET, FINAL SPACING DETERMINIATION SHALL BE
DECIDED BY THE INSPECTOR IN THE FIELD.
3. SUBGRADE SHALL BE COMPACTED TO NOT LESS
THAN 95% OF MAXIMUM DENSITY.
4. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH
A TRANSPARENT CURING COMPOUND COVERED BY
WATERPROOF PAPER OR PLASTIC SHEETING IN THE
EVENT OF RAIN OR OTHER INCLEMENT WEATHER.
CURING TIME SHALL BE FOR A MINIMUM OF 72 HOURS.
5. ALL JOINTS SHALL BE CLEANED AND EDGED WITH
AN EDGER HAVING A 1 /4" RADIUS.
8" MIN. THICK CONCRETE
WITH FIBER MESH (2500 PSI)
6" MIN. COMPACTED DEPTH
CRUSHED ROCK BASE
COMPACTED SUBGRADE
NOTE:
PROVIDE CONTRACTION JOINTS
AT CENTERLINE OF DRIVEWAY AND
AT 20' INTERVALS ALONG LENGTH
(SAWCUT 1.5' DEEP)
TYPICAL CONCRETE PAVING SECTION
DETAIL. s
SCALE: NTS 1 6
3/8" EXPANSION JOINT
AT PROPERTY LINE --�
15' RADIUS TO
FACE OF CURB
EXPANSION o` EXISTING
JOINT —� �, 31J PAVEMENT
SECTION A -A
2" MIN. COMPACTED DEPTH
TYPE "B" ASPHALTIC CONCRETE
- 2" MIN. CRUSHED
SURFACING TOP COURSE
4" MIN. CRUSHED
SURFACING BASE COURSE,
COMPACTED SUBGRADE
TYPICAL PAVING SECTION
_DETAIL. 3
_ SCALE: NTS 1 6
I 24' MIN. _I
PERMIT SUBMITTAL.
CONCRETE DRIVEWAY
DETAIL
SCALE: NTS 1
8"�
CEMENT CONCRETE
VERTICAL CURB
DETAIL /"7
SCALE: NTS
15' RADIUS TO
FACE OF CURB
NEXT CLU�t51 �Vnvi —'
EXISTING CURB
AND GUTTER -
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1
HEL-COR ALUMINIZED
STANDARD FRAME
AND GRATE
RIM EL 15.64
60"0 TYPE II I
WITH CONTROL
I� 14~ ^�
j j •% x
12"
20"
12" CAST IRON LOCKIN
RING AND COVER
FINISH
GRADE
12" PVC
SLEEVE :- '
FIBER J(
PACKING
1270 SD PIPE
PLAN
NOTE:
1. CLEAN -OUT PIPE AND
FITTINGS SHALL BE PVC.
2. STRAIGHT TEES ARE NOT
ACCEPTABLE.
CAST IRON LOCKING
RING AND COVER,
SEE DETAIL BELOW
SEWER CLEAN -OUT
DETAIL
2
SCALE: NTS
"-CEMENT CONCRETE
CLASS 4000
67 GASKETED SPIGOT CAP
OR MECHANICAL PLUG
90' BEND
C
45' BEND
PROTECT PLUG
FROM CONCRETE
B
PLUGGED CROSS PLUGGED TEE
B
D
221/2' BEND
CRUSHED SURFACING BASE
COURSE, COMPACT IN 8"
LIFTS TO 90% MAX DENSITY
3/4'0 STEEL ROD
OR #6 BAR WITH
BITUMINOUS COATING
(10' O.C., 2 MIN.)
cvvvNzji
c rcelo%'r-lf %Kl
NOTES:
1. ALL SUBGRADE PREPARATION SHALL BE PER WSDOT/APWA SECTION
2-06.
2. STORM DRAIN/DETENTION PIPE INSTALLATION SHALL BE PER
WSDOT/APWA SECTION 7-08.
3. ALL CMP PIPE SHALL BE CONTECH 12 GAGE ALUMINIZED STEEL
TYPE 2 PIPE, OR EQUAL. ALL STORM DRAINAGE PIPE SHALL BE
ADS N-12 CORRUGATED POLYETHYLENE PIPE WITH A SMOOTH
INTERIOR, OR EQUAL.
4, ALL CONCRETE SHALL BE CLASS 3000 OR AS NOTED.
5. ALL REINFORCING STEEL SHALL BE GRADE 40 OR GRADE 60.
6. COMPACT ALL. FILLS IN W MAX. LIFTS TO 90% MAX. DENSITY.
FINAL 2 FEET OF FILLS SHALL BE COMPACTED TO 95%.
7. CONTROL STRUCTURE PER WSDOT STD PLAN B-3
8. PROVIDE TIDE GATE ON OUTLET PIPE OF CONTROL STRUCTURE.
TIDE GATES SHALL BE "TIDEFLEX" MODEL_ AS MANUFACTURED
BY RED VALVE COMPANY, INC., AVAILABLE THROUGH ANTEC
CORPORATION, BELLEVUE, WA (206-454-2442)
C C
PIPE SIZE
PLUGGED CROSS
a •.s, B
-PROTECT
PI_UG FROM
DEAD END CONCRETE WITH
POLYETHYLENE
FBLOCKSOIL
CONCRETE AREA IN SQ FT AGAINST
FOR EACH PIPE SIZE
4„
2.3
61
4.9
8"
1 O,r
127
A
8.4
13.0
18.2
B
1.5
3.5
5.9
9.2
12.9
C
1.2
2.7
4.5
7.0
9.9
D
1.0
1.4
2.3
3.6
5.0
EXISTING 8" 0
WATERMAIN -
12r'0 OVERFLOW
EL 13.69
�e
e
1.56'0 ORIFICE
EL 12.10 1.. A.
12'0 N-12 SD
OUTLET PIPE -
•O'
LI FT
HANDLE
PIPE I
ANCHOR --�-� 20'
10 HEL-COR ALUMINIZED
STEEL TYPE 2 PIPE
SLOPE 0.005 i
ye qd ..fie
SEE NOTE 8 Ill 8.90 CLEANOUT/SHEAR
5 GATE: 8"0 MIN.
METAL PIPE N o NON -SHRINK
GROUT, TYP.
, y
RESTRICTOR PLATE'
„ I MANHOLE STEPS ,
WITH 1.33 0 ORIFICE iv TYp., 12" O.C. .
A
b
Al
60"0 TYPE II CATCH BASIN
GRAVEL BACKFILL FOR PIPE
BEDDING, 6" MIN. COMPACTED
DEPTH FOR PRECAST BASES ONLY
DEfFNT10N TANK
W/COMROL STRUCTURE
DETAIL ri
1" = 2'-0"-
GENERAL NOTES
A. INSTALL MH FRAME AND LID, CENTER OVER METER (SEE STD. B-606)
B. WHEN INSTALLING TURBO -METERS WITH A STRAINER, A MINIMUM OF 5 PIPE
DIAMETERS OF STRAIGHT RUN OF PIPE IS REQUIRED UPSTREAM OF THE METER.
(A MINIMUM OF 10 PIPE DIAMETERS OF STRAIGHT RUN OF PIPE SHOULD BE USED
UPSTREAM OF A METER INSTALLED WITHOUT A STRAINER. THE DELETION OF A
STRAINER, HOWEVER, IS NOT RECOMMENDED.)
C. DO NOT INSTALL CHECK VALVES AND PRESSURE REDUCING DEVICES
UPSTREAM OF THE METER.
1 .. D. EXTERNALLY WEIGHTED CHECK VALVES AND PRESSURE REDUCING DEVICES SHOULD
NOT BE LOCATED CLOSER THAN 5 PIPE DIAMETERS DOWNSTREAM OF THE METER.
E. UNWEIGHTED CHECK VALVES SHOULD NOT BE LOCATED CLOSER THAN 3 PIPE
14 DIAMETERS DOWNSTREAM OF THE METER.
F. VALVES IMMEDIATELY UPSTREAM OF THE METER SHOULD ONLY BE FULL -OPEN GATE VALVES.
BUTTERFLY VALVES ARE ACCEPTABLE IF THEY ARE 5 PIPE DIAMETERS OR MORE UPSTREAM
FROM THE METER. DOWNSTREAM, FULLY OPEN GATE OR BUTTERFLY VALVES CAN BE USED.
3" WATER SERVICE CONNECTION
DETAIL 3
SCALE: NTS
o1=n7riP1A1 A _. A
#4 0 16' O.C.
#4 @ 21" O.C.
CONCRETE RETAINING WALL
DETAIL r4
_
SCALE: 1" =1' 17.
1. ADAPTER: MJ X FL, DI
2. 3" SENSUS TURBINE METER
3. 3" GATE VALVE -FL X MJ, R/S WITH
HAND WHEEL.
4. CENTER METER INSTALLATION IN THE VAULT.
5. 4"0 GATE VALVE
6. CONCRETE VAULT -SIZE AS REQUIRED,
INSTALLED WITH NO BOTTOM
7. PLACE VALVE SUPPORTS UNDER VALVES
AND SERVICE LINE AS REQUIRED.
8. 90 DUCTILE IRON PIPING
9. STRAINER ATTACHED TO METER.
10. 4"x3" DI REDUCER
11. 3"0 DUCTILE IRON PIPING
12. 8" x4" TEE
13. 8"0 RESILIANT SEAT GATE VALVE
14. 8"0 18" LONG D.I. NIPPLE
15. ROMAC FLEX COUPLING
OR (MJ) SLEEVE
PERMIT SUBMITTAL
o
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A
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NOTE:
CONCRETE THRUST BLOCK SHALL EXTEND
FROM PIPE FITTING TO UNDISTURBED
SOIL. CONCRETE SHALL NOT BE LESS
THAN THE TABULAR VALUES SHOWN.
EXISTING 8"0
WATERMAIN -
CUT -INS TO EXISTING C900 OR C905
PVC, C.I., OR D.I. PIPE REQUIRES:
1-18" D.I. NIPPLE
1-(IAJ) SLEEVE (LONG)
CUT -INS TO EXISTING
A.C. OR STEEL PIPE REQUIRE:
2-18" D.I. NIPPLES
2-ROMAC FLEX COUPLINGS
0
6 CONCRETE PAVING
— 6 ,
. e0
ACO TRENCH DRAIN
WITH e END CAP
(K100S CHANNEL
OR EQUAL) —\
7.4
d v e14
FILTER FABRIC MATERIAL IN CONTINUOUS
ROLLS, USE STAPLES OR WIRE RINGS TO
ATTACH FABRIC TO WIRE.
ACO GRATING CLASS E
(461 SLOTTED DUCTILE
IRON GRATE OR EQUAL)
3/8" EXPANSION 12%
JOINT MATERIAL _.----
a
-`2" MIN a,
TYPICAL 4
,.._;
1'-6"
TRENCH DRAIN
®ETAI L
SCALE: NTS 8
WIRE MESH SUPPORT FENCE
FOR SILT FILM FABRICS
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Room
mimmiNomm
No
moommiNNEE
,_. r...j ..%--tip ,•-t. ,-
I I I I BURY BOTTOM OF FILTER
I I� 6' MAX. ®) I MATERIAL IN 8"x12" TRENCH
u u
MAINTENANCE STANDARDS
1. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS.
2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE
MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN
INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT
SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP
OR POND.
3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT
COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON -SITE. THE PAVEMENT SHALL NOT BE CLEANED BY
WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY.
IF IT IS NECESSARY TO WASH THE STREETS, THE CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. THE
SEDIMENT WOULD THEN BE WASHED INTO THE SUMP.
4, ANY ROCK SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED
IMMEDIATELY.
5. IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING
SHALL BE INSTALLED TO CONTROL TRAFFIC.
�' ��/�r��r��/'/ �:� c��•_•"•-r=•° �— .-.;,'^^�� eC�`; �� ��\\`fir
��y % / /• � i• i? «�..: -.."'' c-.---..�`�':•�J C�\mot\ \, � n .�_ \\
.r r % cc r/%:% r' Gam•- a �..,•y '^� \\ � ���•��\\�\\
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NOTE: ALL DIMENSIONS ARE SHOWN IN ENGLISH AND [METRIC].
COMPONENT NO'S: (2)TREE GRATE 9002-0001
MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B
FINISH: NOT PAINTED
WEIGHT: 310#/SET
WIRE SUPPORT r_ 6"
- FENCE -\
FILTER FABRIC j
MATERIAL
PROVIDE WASHED GRAVEL BACKFILL
OR COMPACTED NATIVE SOIL AS N
DIRECTED BY LOCAL GOVERNMENT
8" MIN. 1 —2"x2" WOOD POSTS, STD.
OR BETTER OR EQUIV.
U
ol=L;1 IV1a
SILT FENCE
DETAIL 4
SCALE: NTS 5 8
Mqy RFQ
R SBF �FO� r
F pFF
-I',ops�0 FSS S�' ��pFa
Spy �q� liar T
�• 1
4' TO 8" QUARRY SPALLS
STABILIZED CONTRUC71ON
ENTRANCE
DETAIL Is
NTS 5 8
TREE GRATE
DETAIL 2
SCALE: NTS 1 8
PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA
R=8" (203mm)
TREE GRATE HALVES
BOLTED TOGETHER W/
(2)1 /2-13 X 3" STNLS.
STL. HEX. BOLT AND
HEX. NUT W/ WASHERS
NEENAH RETROFIT
TREE GRATE (R-9002)
APPROVED FOR CONSTRUCTION
QUARRY SPALLS
6" MIN. THICKNESS
o`fi r 2 14
DATE
_ 12"
TYP
SUPPORT EDGE AROUND
FABRIC I WHILENOT
0
BLOCKING DRAINAGE PATH
SEDIMENT SHALL BE
CLEANED AFTER EACH
STORM EVENT
FILTER FABRIC, MIRAFI
1OOX OR EQUAL, WITH
CB GRATE ON TOP
CATCH BASIN PROTECTION
DETAIL 3
SCALE: NTS 5 I
SLOPES 6% 0 TO 6%
OR GREATER SLOPES
2
11 I 'If MIN.
2' MIN.
INTERCEPTOR SWALE
DETAIL 5
SCALE: NTS 5 y
ncnr-nne-r,nr,,('
STANDPIPE AND GRAVEL FILTER CONE
FOR TEMPORARY SEDIMENT TRAP
DETAIL 7
MN NTS 5 8
CATCH BASIN
PEEO RMIT %"')UBMITTA.L
A
A
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GENERAL NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WASHINGTON
STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION (APWA), WASHINGTON STATE DEPARTMENT
OF TRANSPORTATION (WSDOT).
2. THE CONTRACTOR SHALL MAINTAIN A SET OF THE
PROGRESS CONSTRUCTION DRAWINGS
ON -SITE AT ALL TIMES WHILE CONSTRUCTION IS IN
3. ALL DIMENSIONS SHOWN ON THESE PLANS AND THE EXISTING CONDITIONS SHALL BE CHECKED
AND VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO BID AND CONSTRUCTION. ANY
DISCREPANCY SHALL WARRANT IMMEDIATE ATTENTION OF THE ENGINEER TO RESOLVE PRIOR TO
PROCEEDING WITH CONSTRUCTION.
4. THE ENGINEER DOES NOT GUARANTEE THAT THESE
PREPARED BY OTHERS. T SHALLBETHE
E�TENWITH PN
SPECIFICATIONS, SHOP DRAWINGS, ETC., THAT ARE
CONTRACTOR'S RESPONSIBILITY TO REVIEW AND VERIFY THAT ALL PLANS AND SPECIFICATIONS ARE
CONSISTENT.
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE/COORDINATE/ATTEND ANY/ALL
REQUIRED PRECONSTRUCTION MEETINGS AND INSPECTIONS BY EACH RESPECTIVE GOVERNING
AGFNT.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT
ALL TIMES DURING CONSTRUCTION.
8. THE LOCATIONS OF EXISTING UTILITIES ON THIS PLAN IS APPROXIMATE ONLY. THE
CONTRACTOR SHALL CONTRACT THE UNDERGROUND LOCATE" CENTER AT PH: 1-800-424-5555,
AN NON -SUBSCRIBING INDIVIDUAL UTILITY COMPANIES 48 CONTRACTOR I ADVANCE
PROVI THE
FOR
Cq�AMENCEMENT OF ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR'S OPERATIONS.
PROTECTION OF EXISTING UTILITIES FROM DAMAGE CAUSED BY
9. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF EMPLOYEES
ON THE PROJECT AND SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL, STATE,
AN MUNICIPAL SAFETY LAWS AND BUILDING CODES. CONTRACTOR SHALL ERECT AND PROPERLY
MAPNTAIN ALL NECESSARY SAFEGUARDS FOR PROTECTION OF WORKMEN AND . THE PUBLIC AND
POST DANGER SIGNS WARNING AGAINST KNOWN OR UNUSUAL HAZARDS.
10. DATUM IS FROM EXISTING BENCH MARKS USED DURING THE DESIGN. CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER PRIOR TO CONSTRUCTION TO ESTABLISH CONTROL FOR THE
PROJECT.
11. WHERE CONSTRUCTION IS CARRIED OUT IN AREAS WHERE LANDSCAPED, APPROPRIATE
MEASURES SHALL BE TAKEN TO RESTORE SUCH ARE O IM TIEDING TO SODDIRIE NS PRIOOR TO
CONSTRUCTION. SUCH AREAS SHALL INCLUDE, BUTNOT
REPLACEMENT OR RESEEDING AND REPLANTING, SUBJECTED TO THE APPROVAL OF THE OWNER.
12. CERTIFIED RECORD DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE.
13, ALL DIMENSIONS SHOWN ON THESE PLANS AND EXISTING CONDITIONS SHALL BE CHECKED
AND VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCY SHALL WARRANT
IMMEDIATE ATTENTION OF BANNON ENGINEERING, INC., TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION.
14. CONTRACTOR SHALL RECORD ALL AS -BUILT INFORMATION NOTING ALL VARIATIONS FROM THE
PLANS AND. SUBMIT COPIES TO BANNON ENGINEERING,
C.
15, ALL WORK AND MATERIALS AS INDICATED ON THIS PLAN SHALL BE THE RESPONSIBILITY OF
THE GENERAL CONTRACTOR UNLESS OTHERWISE SPECIFIED.
SANITARY SEWER NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATION FOR MUNICIPAL PUBLIC
WORKS CONSTRUCTION AND STANDARD PLANS AS ADOPTED BY THE CITY OF EDMONDS.
2. ALL CONSTRUCTION IS SUBJECT TO INSPECTION BY THE CITY TO EDMONDS
AND THE
ENT TIME FOR
CONTRACTOR SHALL NOTIFY THE CITY OF PROJECT SCHEDULE
INSPECTION PRIOR TO AND DURING THE WORK.
3. ALL SANITARY SEWER PIPE AND MATERIALS SHALL CONFORM WITH WSDOT STD. SPECIFICATION
7-17. PIPE BEDDING TO BE CLASS "B" ACCORDING TO APWA STD. PLAN.
4. BACKFILL TRENCH OF NEW SANITARY SEWERS SHALL BE COMPACTED AS SPECIFIED IN WSDOT
STD. SPEC. SECTION 7-17.3(3).
5. MANHOLES TO BE PER WSDOT STANDARD PLAN NO. B-23a.
6. ALL SIDE SEWERS SHALL BE LAID ON A 2 PERCENT MINIMUM GRADE. CONTRACTOR SHALL
NOTIFY THE CITY IN TIME TO PERMIT INSPECTION OF THE SIDE SEWERS PRIOR TO BACKFILLING.
7. SIDE SEWERS SHALL BE INSTALLED PER CITY OF EDMONDS STANDARDS.
S. SIDE SEWERS STUBS SHALL BE MARKED WITH 2" x4' WOOD STAKE. THE PORTION ABOVE
GROUND SHALL BE PAINTED WHITE WITH BLACK LETTERS LABELED "SEWER" WITH DEPTH
INDICATED.
9. SEWER LINES SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH THE CITY OF EDMONDS
STANDARDS AND SPECIFICATIONS.
10. ALL UTILITY LINE EXCAVATION BEDDING AND BACKFILL MATERIALS, AND COMPACTION SHALL BE
PERFORMED IN ACCORDANCE WITH SOILS ENGINEER'S RECOMMENDATIONS AND THE GOVERNING
AGENCY REQUIREMENTS.
11. ALL METER BOXES, CLEANOUTS, AND GATE VALVES IN PAVED AREAS SHALL BE SET FLUSH
WITH FINISHED GRADE AND HAVE CAST IRON CASINGS.
SEC TIoN , To wNsHIP 27 NORTH, RA NGE 43 EAST, W M.
STORM DRAINAGE NOTES
1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEE OBTAINED FROM AVAILABLE RECORDS
AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFICATION OF THE LOCATIONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES
NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE UNDERGROUND UTILITY LOCATION
SERVICE SHALL BE CONTACTED FOR FIELD LOCATION PRIOR TO ANY CONSTRUCTION. THE OWNER
OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. FOR UTILITY
LOCATIONS IN SNOHOMISH COUNTY, CALL 1-800-424-5555.
2. ALL CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATION FOR MUNICIPAL PUBLIC
WORKS CONSTRUCTION AND STANDARD PLANS AS ADOPTED BY THE CITY OF EDMONDS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL, PERMITS FOR ROAD AND
UTILITY CONSTRUCTION.
4. ALL REQUIRED STORMWATER RETENTION/DETENTION FACILITIES SHALL BE CONSTRUCTED AND
OPERABLE PRIOR TO PAVING AND BUILDING CONSTRUCTION UNLESS OTHERWISE APPROVED BY
THE CITY OF EDMONDS.
5. ROAD RESTORATION SHALL BE PER CITY OF EDMONDS STANDARDS.
6. ALL ROOF DRAIN STUBS SHALL BE MARKED WITH 2" X4' POST SHOWING DEPTH AND MARKED
"DRAIN".
7. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH WSDOT 7-02.3(1). IF, IN THE OPINION OF Ti iL' ENGINEER THE EXISTING
FOUNDATION IS UNSATISFACTORY, THEN IT SHALL BE EXCAVATED 13ELOW GRADE AND BACKFILLED
IN ACCORDANCE WITH STANDARD SPECIFICATIONS. PIPE SHALL NOT BE INSTALLED ON SOD,
FROZEN EARTH, OR LARGE BOULDERS OR ROCK.
8. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE OR PIPE -ARCH IN LAYERS
WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, COMPACTED TO A DENSITY OF 95 PERCENT.
REFER TO WSDOT STD. SPEC. 7-04.3(3) AND STD. SPEC. 2-03.3(14)C, METHOD B & C.
9. ALL GRATES (INLETS, AREA DRAINS, AND CATCH BASINS) SHALL BE DEPRESSED 0.1 FEET
BELOW FINISH GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE,
INLET, AND CATCH BASIN FRAMES AND GRATES JUST PRIOR TO -OURING OF CURBS AND PAVING.
10. ALL CATCH BASINS WITH A DEPTH OVER 5 FEET TO THE INVERT SHALL BE A TYPE II CATCH
BASIN PER WSDOT STD PLAN B-1 c OR B-2f.
'11. STANDARD LADDER STOPS SHALL BE PROVIDED IN ALL CATCH BASINS/MANHOLES EXCEEDING
4 FEET IN DEPTH.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND REPAIRING ASPHALT AND
GRAVEL SURFACES DISTURBED AS A RESULT OF THIS CONSTRUCTION UNTIL THEY ARE ACCEPTED
BY THE CITY OF EDMONDS.
WATER NOTES
1. ALL WATER MAINS SHALL BE PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH THE
SPECIFICATIONS OF THE CITY OF EDMONDS AND THE TATE OF OF A REPARESENT�TIVE OFTTHE EC CITY OF
PRESSURE TESTING SHALL BE DONE IN THE PRESENCE
EDMONDS. ALL MAINS TO BE STERILIZED PRIOR TO PLACING LINES INTO SERVICE.
2. DUCTILE IRON PIPE SHALL BE NEW, CLASS 52, CEMENT -LINED, CONFORMING TO ANSI
STANDARD A21.51 (AWWA C-1511). PIPE SHALL BE PUSH -ON JOINT OR MECHANICAL JOINT.
PUSH -ON JOINTS SHALL BE FURNISHED WITH A SINGLE RUBBER GASKET AND SUITABLE
LUBRICANT TO EFFECT THE SEAL.
MECHANICAL
GLAND AJOINTS
THESHALL
HEADBBOLI'STHE
ANDSTUFFING
TOBOX
FFECTTYPE, THE
INCLUDING RUBBER GASKET, CAST IRON
SEAL. ALL JOINTS SHALL CONFORM TO ANSI STANDARD A21.1 1 (AVGWA C-1 1 1). EACH LENGTH
SHALL BE PLAINLY MARKED WITH THE MANUFACTURER'S IDENTIFICATION, YEAR CAST, THICKNESS,
CLASS OF PIPE AND WEIGHT. BOLTS FURNISHED FOR MECHANICAL JOINT PIPE SHALL BE HIGH
STRENGTH CAST IRON, WITH A MINIMUM TENSILE STRENGTH OF 50,000 P.S.I.
3. TEES, BENDS AND FITTINGS SHALL BE CLASS 125 DUCTILE IRON OR CAST IRON WITH A LIGHT
CEMENT MORTAR LINING.
4. CONCRETE BLOCKING SHALL BE IN ACCORDANCE WITH THE STANDARD BLOCKING.
5. WATER METER AND SERVICE FROM MAIN TO METER LARGER THAN 2 INCHES TO BE INSTALLED
BY CONTRACTOR.
6. VALVE BOXES SHALL BE CAST IRON WITH ADJUSTABLE SECTIONS 18-INCHES TOP SECTION
AND BASE SECTION AS REQUIRED.
7. BEDDING FOR PIPE SHALL BE CLASS "B" PER WSDOT STANDARD PLAN NO. B-18C (PEA
GRAVEL FROM 4 INCHES BELOW PIPE TO SPRING LINE, TRENCH WIDTH 40 INCHES MIN., OR 1
1 /2 TIMES PIPE DIAMETER PLUS 18 INCHES, WHICHEVER IS GREATER). BACKFILL SHALL BE
PLACED IN 6-INCH LAYERS COMPACTED TO 95 PERCENT OF MAX. DENSITY PER WSDOT STD.
SPEC. SECTION 7-10.
8. ALL WATER MAINS TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE.
WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR.
GRADING NOTES
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF EDMONDS STANDARDS
AND SPECIFICATIONS.
2. TEMPORARY SILTATION CONTROL FILTERS SHALL BE APPROVED FILTER FABRICS.
3. STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY PROTECTED BY TEMPORARY
SEEDING AND MULCHING.
4. COMPACTION. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF MINIMUM
DENSITY AS DETERMINED BY THE U.B.C. STANDARD NO. 70-1. FIELD DENSITY SHALL BE
DETERMINED IN ACCORDANCE WITH U.B.C. STANDARD NO. 70-2 OR EQUIVALENT AS APPROVED BY
THE BUILDING OFFICIAL.
5. ALL SITE WORK MUST COMPLY TO CHAPTER 70 OF THE UNIFORM BUILDING CODE (LATEST
EDITION).
6. A GRADING PERMIT ISSUED PURSUANT TO CITY OF EDMONDS REQUIREMENTS AND CHAPTER 70
UBC AND APPROVAL OF THE TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN SHALL
HAVE BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY ON -SITE GRADING
WHICH IS NOT EXPRESSLY EXEMPTED BY SECTION 7003 UBC.
7. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS 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
PERMITTEE SHOULD ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES
WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING
THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE
PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO
PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED
TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
CONSTRUCTION SEQUENCE
PRIOR TO CONSTRUCTION:
1. CONFIRM THAT ALL APPLICABLE CONSTRUCTION -PERMITS HAVE BE SECURED.
2. SCHEDULE A PRECONSTRUCTION MEETING WITH 'THE CITY OF EDMONDS ENGINEERING
INSPECTOR. CALL (425) 771-0220 XT 326.
3. POST SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR.
4. LOCATE EXISTING UTILITIES AND INITIATE COORDINATION WITH UTILITY AGENCIES.
5. INSTALL SILT FENCE AS SHOWN ON PLANS.
6. CONSTRUCT INTERCEPTOR DITCHES AND SILTATION TRAP AS SHOWN ON PLANS.
7. INSTALL TEMPORARY ROCK CONSTRUCTION ENTRANCES.
8. IMPLEMENT ADDITIONAL SILTATION CONTROL MEASURES AS DIRECTED BY THE CITY AUTHORITIES
AND/OR AS SHOWN ON THE PLANS.
DURING CONSTRUCTION:
1. STRIP BUILDING AND PAVEMENT AREAS.
2. OVER -EXCAVATE AND REMOVE LOOSE OR SOFT MATERIAL TO A DEPTH THAT' WILL PROVIDE A
STABLE BASE FOR STRUCTURAL_ FILL AS SPECIFIED IN SOILS REPORT.
3. PLACE AND COMPACT FILL MATERIAL IN ACCORDANCE WITH SOILS ENGINEER'S
RECOMMENDATIONS AND/OR PROJECT SPECIFICATIONS.
4. MAINTAIN EROSION CONTROL_ MEASURES IN ACCORDANCE WITH CITY OF EDMONDS STANDARDS
AND MANUFACTURER'S RECOMMENDATIONS.
5. 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 TESC MINIMUM REQUIREMENTS.
6. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY
SEASON FOR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST,
PLASTIC SHEETING OR EQUIVALENT.
7. BEGIN SITE STRUCTURES AND UNDERGROUND UTILITY INSTALLATIONS.
8. STABILIZE ALL AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
9. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
10. FINAL GRADE, COMPLETE SITE WORK AND PAVE SITE.
AFTER CONSTRUCTION:
1. LANDSCAPE AND PROVIDE EROSION PROTECTION ON ALL DISTURBED AREAS.
2. OBTAIN FINAL SITE APPROVAL FROM OWNER AND CITY OFFICIALS.
APPROVED FOR CONSTRUCTION
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