Peer Review redline 1.23.19SEE SHEET C
- -I --------- 3.2 --------
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V' DITCH
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I' 0.62% C33
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IE 333.60
BEGIN DITCH 5' 12"0 0 050%
Structum Table
Si cture Name
Detail.
RIM = 337.22
CB /1
N:7321.92
TYPE 1
E:25425.74
Tp9
YPE 1
INV OUT (N) - 335.40
RIM - 337.53
N: 7377.60
E:25419.H
TTYYP 1
INV IN (S)= 335.12
TYPE 1
INV IN (NE)- 335.70
INV OUT (W) - 333.92
RIM = 339.15
N: 7409.92
CB i11
E: 25480.80
TYP I
INV IN (NE)- 336.60
INV IN (SE)- 336.60
INV OUT (SW) = 336.60
RIM - 339.25
TW
4:7370.83
OIL WATER SEPARATOR
E25509.00
INV OUT (NW) - 337.13
RIM - 339.60
08 {13
N:74]232
OB #5
F-25599.27
INV IN (S)- 337.27
INV OUT (SW) = 337.27
CB X14
RIM - 339.53
SWALEGARD OVERFLOW FILTER
N: 7387.45
ryPE I
E256/7.40
INV OUT (N) = 33].]0
RIM - 33823
CB# 15
N: 7556.84
TTvP 1
E: 25760.50
INV OUT (N) - 336.20
RIM - 338.94
N:7630.38
CB XG
E: 2574&57
TYPE 1
INV IN (S)= 335.83
INV OUT (NE) = 335.83
Strudure Table
Structure Name
Detail.
RIM = 336.37
N:7677.62
E: 25810.07
Tp9
YPE 1
INV IN (SW)= 334.56
INV IN (SE)- 334.56
INV GUT (NE) = 334.56
RIM - 336.75
CB #ID
N:7616.49
TYPE 1
E. 25868.26
INV OUT (NW) = 334.98
RIM - 334.17
N: 7748.76
CB i11
E: 25883.11
TYPE 1
INV IN (SW)- 332.30
INV OUT (NW) - 331.97
RIM - 332.96
4:764247
CB /12
E: 25761.71
OIL WATER SEPARATOR
INV IN (SE)= 330.80
INV OUT (W) =330.80
RIM = 336.20
08 {13
4:7281.22
SWALEGARD OVERFLOW FILTER
E25439.65
INV OUT (NW) - 333.70
RIM333.50
CB X14
77
N:7664.56
SWALEGARD OVERFLOW FILTER
E:25928.31
INV GUT (NW) - 331.00
RIM = 335.03
N: 866.35
CB# 15
E. 25388.03
TYPE 1
INV IN (EN 333.03
INV OUT (NW) = 333.03
i
1
0
O3a FC 333.D
IE 329.50
I
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FG 335:98
d
�\ 1
5 388 LF�. \
c3.9 V' DITCH
w
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\ 1 w
N \ I
m
0
SCALE: l'=30 FEET
0 15 30 60
CONSTRUCTION NOTES:
1) ALL PIPES SHALL BE ADS N-12 UNLESS
OTHERWISE NOTED.
2) BUILDING ROOF DRAINS TO BE TIGHTLINEO
TO TYPE 1 CB'S AS SHOWN.
0
DITC i� a FG 334.42
FG 335.88 `. Gq
GRAVEL YARD STORAGE AREA - Ge i� /
STRIP TOP W' SOD AND FINE GRAOE. FG 33622
ADD 6' OF CSBC COMPACTED TO
CBX 15
M ITC14 E%.. I 33' 12"0 ® 2.68% I CB X11
CB X2 69' B"m ® 1.30% 134' 8"m 0 0.50% FG 34L20 CS AB CB X9 ®2.22%
I CB X3 102' 8 �
FG 33].61
1 FG 340.81 FG 336 2]
0p �' FG FG 33 4 FG 338.91
' I p. FG 339.67 " A• FG 3}8.56 \I
FG 337.88 ® FG 339 26 G 340.30 o i FG }35.D]
C 339 30 I CB XS
I I ai _o v
p FG 339.50 4 48 8 m ® 1.10% I FG 338 87 Jr
0 FG 339.42 9 _
CB 01 a FG 335.]8
gam FG 339.92
MATCH E% --- FG 340.15 \ v J ROOF pAAINS TO CB X4 1
FG }}8.54 STORAGE MI TIE SHOP &STORAGE FG 336.16
F.F. 339.5 yo FG 341.58 v
I I FG }37.22 OFFICE ° e e o m m e e n
I OR X4 F F 34D 5 p n FG }}5.68
I. FG 339.42-` Ce�� ®� �. CB X] STORAGE
F F. 339 0 14' 6"m ®0.009, �
ti FG 339.42 I SHOP
FG 340.04 r? e F 1 51 FG 341 73 F F 337.D CB X14
10' 6"0 ® 0.00% 1 �' FG 340.40
li CB X13 I I p FG 3¢0.15 F. 34151 - _. CR X10
TIE OFFICE ? '� FG 337.45' 1
FG 340.43 L < FG 321.65 DITCH -1► /
TO CB X4 FG 340.35' n -FC 341.21 Z 321 69 J/
ROOF DRAINS
F FG aaD.as 1 FG 340.06 2>8 LF
Cie CB X6 J FG }41.85 6 V" DITCH _
J p J C33 ®SJ% C36 10 LF DITCH PROTECAO@ > 11
�O '✓
F,3 33 ] 4
y - a
i - FG 3aD3 FG 340.9i - .w J'
- - - - _MATCH E%. - - - - _ _MATCH EX _ _ _ _ _ _ _ _ - _ _ _ ` - - - - _ _ MATCH c%.i _ _ _ MATCH EY. _ _ - -
NORTHERN PACIFIC RD NW
___________-__----__-_- __ _ __ _ _ ___ _ ________
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18002525
MANNG NAME
16025 3.1 GORE
C3.1
6 OF 15
0
SCALE: 1"=30 FEET
0 15 30 60
/2
-21 WIDE EMERGENCY OVERFLOW
ELe
EVATION = 331,0 C3.4
/DITCH ELEVATION = 3320
/ 332 167 LF
VI 1.5R
DITCH
® I
-DITCH ELEVATION = 330.5 C3.3
W/ INLET PROTECTION
6
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V' olrcu
C33
ELEVATION = 333.07
s
C33 21 '
WIDE INTERNAL SPILLWAY i
C3.4
249 LF
ELEVATION = ]31.0
"V' DITCH
532' LONG x 4.6' WIDE +T
INFILTRATION CEL /
C3.4
21 WIDE EMERGENCYELLEVAION VER3305�
_ IdM
331- 332
_'.
388 LF
6
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-
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330 331
J J1 330
31 335
/ }3J DITCH ELEVATION = 3320(P
W/ INLET PROTECTION
>
31 330 329 328
331 3
9 30 331 /
328 32 3
/
540' LONG x 6.5WOE*
...3
C3.4
I
BOTTOM ELEV. = 329.5
200
v" DITCH
7� ® 0.5% 21
ELEVATION
5
\\-DITCH
WIDE INTERNAL SPILLWAYe
= 330.5 p3q
`OI TCH ELEVATION 333.0 c31
I
/ 332 167 LF
VI 1.5R
DITCH
® I
-DITCH ELEVATION = 330.5 C3.3
W/ INLET PROTECTION
6
L3A I
hry
7
1 7 LF
V' olrcu
C33
ELEVATION = 333.07
s
C33 21 '
WIDE INTERNAL SPILLWAY i
C3.4
249 LF
ELEVATION = ]31.0
"V' DITCH
532' LONG x 4.6' WIDE +T
INFILTRATION CEL /
BOTTOM EEV 32p
—-331
331- 332
_'.
332
332 331 -330
334 -333- -
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GRAVEL AREA -
STRIP TOP 4*'SOD AND FINE
it
GRADE.
ADDS" OF OSBC COMPACTED TO 95%.
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261 LF 6
V' DITCH L3.3
0 0.69%
DITCH ELEVATION 330.36 DITCH ELEVATION = 332.09
W/ INLET PROTECTION C3.4 520 LONG x B' WIDE C3-3
BRIORETEN TON CEL J
BOTTOM ELEV = 329.0 T-12 LF DITCH PROTECTION C34
—t 486 LF
Ji1 - - 330 331 .332 332 V' DITCH C33
I;n ® 0.629.
—332- 331 .330 __ _ _ _ 1
_332- - - - - - - - - _ �� 331 _I _332 3]3
329 330 331 - - - - __ - 331 331 —
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18025
6RAMNG NAME
18025_3.2_CDPL
C3.2
7 OF 15
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18025
6RAMNG NAME
18025_3.2_CDPL
C3.2
7 OF 15
OVERFLOW RISER WITH SEDIMENT CONTROL STRUCTURE
PER DETAIL THIS SHEET
T
3'
IE -333.7
WO ELEVATION336 .2
�G
BIORETEN ION FG = 335.2
39' LONG x 3' WIDE
BIORETENTON CELL
PER DETAIL THIS SHEET
2B y
WIDE x Y DEEP x 28' LONG
IN
INFILTR ENCH
PER DETAIL a CN SHEET C3.4
1� BIORETENTION W/ INFILTRATION TRENCH SECTION
N.TS
OVERFLOW RISER WITH SEDIMENT CONTROL STRUCTURE
PER DETAIL THIS SHEET
I EG
500' LONG x 3.9' WIDE
INFILTRATION CELL
4BERM
100 YR ELEV.
4' BERM
flap
bbi,r*'
/ GRAVEL YARD
1 roS��
"V" DITCH 3:1
ti SIDE SLOPES
81OREENMON FG = 329.5
540' LONG x 6.5' 'ODE
BIORETENTON CELL
PER DETAIL THIS SHEET
BIORETENTION W/ INFILTRATION CELL SECTION
N.TS
DEPTH VARIES: SEE GRADING PLAN
FG EC
—1
• \ � 3.J 3;1
WO ELEVATION =
EG
BIORETENTION FG = 332.5
5 "V° DITCH DETAIL
N.TS
3'
IE=331.0 27' LONG x a WIDE BIOFETENT10N PLANTING NOTES
BIORETENTON CELL
INFILTRATION PER DETAIL THIS SHEET ALL BIORETENTION AREAS SHALL BE SEEDED BY AN APPROVED HYOROSEEDER WHICH UTILIZER WATER AS THE CARRYING AGENT. AND MAINTAINS
CONTINUOUS FC 329.75 L�26 4' WIDE x 3' DEEP s 26' LONG / HOMOGENEOUS SLURON THROUGH PADDLE T
SLURRY THE SPECIFIED AMOUNT E
T OF EO, WATER. FER111-1 R AND ES. IT SHAI-L HAVE AN OPERATING CAPACITY TO AGITATE, SUSPEND, AND MI%INTOA
INFILTRATOR13 BENCH
PER DETAIL\4 E SHEET C3.4 V GRABS SEED
/ ALL GRASS MIXTURES SHALL CONTAIN FRESH, CLEAN. NEW CROP SEED. SEED IS TO BE MIXED MECHANICALLY ON THESITE, OR MAY SE MIXED BY
2 BIORETENTION W/ INFILTRATION TRENCH SECTION THE DEALER. IF SEED IS MIXED ONSITE. EACH VARETY SHALL BE DELIVERED IN THE ORIGINAL CONTAINERS BEARING THE DEALER'S GUARANTEED
ANALYSIS. IF SEE015 MIXED BY THE DEALER. THE CONTRACTOR SHALL FURNISH TO THE LANDSCAPE ARCHIECT THE DEALER'S GUARANTEED
N. T 5 STATEMENT OF THE COMPOSITION OF THE MIXTURE AND THE PERCENTAGE OF PURITY AND GERMINATION OF EACH VARIETY.
GRASS SEED SHAH BE PURCHASED FROM A RECOGNIZED DISTRIBUTOR AND SHALL BE COMPOSED OF THE FOLLOWING VARIETIES MIXED IN THE
n PROPORTIONS INDICATED, SEED SHALL MEET THE MINIMUM PERCENTAGES OF PURITY AND GERMINATION SPECIFIED. SEED 'K THROUGH 'IT' SHALL
BE APPLIED AT THE RATE OF 240 POUNDS PER ACRE, UNLESS OTHERWISE SPECIFIED BELOW ON THE APPROVED PROJECT PLANS.
� WATER
4 THE CONTRACTOR IS RESPONSIBLE FOR ENSURING A WELL-ESTABLISHED STAND OF GRASS.
WATERING IS SUGGESTED AT LEAST TWICE A WEEK DURING THE GROWING SEASON AND AS NEEDED AFTERWARDS.
X11 M
/1 •,V ELEV 322 WHEN GRAS515 REQUIRED AS A BEST MANAGEMENT PRACTICE ON STEEP SLOPES, NON -GERMINATED SEEDS SHALL BE KEPT MOIST, AND ROOTED
h/ "� GRASS SHALL HAVE AT LEAST I INCH OF WATER PER MONTH DOWNS THE PERIOD FROM MAY 15 THROUGH SEPTEMBER 15.
GRAVEL YARD i N H
FERTILIZER YCOARSECOMPOST
4' BERM IN PONDING AREA
Iw FERTILIZER SHALL BE A COMMERCIAL MIX WITH A 16-1"FORMULA. INCLUDING 50 PERCENT SLOW RELEASE NITROGEN, OR THAT MIX AS
40 d RECOMMENDED BY THE SEED SUPPLIER AND APPROVED FOR USE BY THE LANDSCAPE ARCHITECT. 3h
ELEV. 322. lop 7N 11X
d I PER PLAN 1
WO ELEV. '1, EG I GRASS MIXES USED SHALL MEET THE FOLLOWING SPECIFICATIONS: % BY WEIGHT
"V" DITCH 3:1 33 0 100 YR ELEV. = 33Tp I BIORETENTION GRASS.
SIDE SLOPES BOTTOM ELEVATION PER PLAN
ELEV = 330.0 FESTUCA ARUNDINACEAI TALL FESCUE 33% HYDROSEED _
FESTUCA RUBRA I RED FESCUE 33% HYDROSEED
LOLIUM PERENNE I PERENNIAL RYEGRASS 33%HYDROSEEO
%' 532' LONG x 4.6' WIDE
INFILTRATION CELL BIOREENTION SOIL MIX NOTES'.
1. =RELL ET =RETENTION MIX SHAMETHE DEFAULT BORETENTION SOIL MIX AS DETERMINED IN THE
ELEV. 328.0. DOE STORMWATER MANAGEMENT MANUAL UNDER VOLUME 5 PG. 7-18.
520' LONG x 8' WDE
BIORETENTON CELL J3 22 �I�-�I-4.fi' ALTERNATIVE: BIORETENTION BOIL MI%
PER DETAIL THIS SHEET DOES ORMWATER ON MANAX MAY GEMENT
ACCEPTEDIFAPPROESTEDVED
DByM REQUIREMENTS YENTS IN THE
D.O.E. STORMWATER MANAGEMENT MANUAL AND APP0.0VED BY THE CITY OF VELM. NATIVE SUI 00 NOT
NATIVE
COMPACT NATIVE MATERIAL
UNDER 810 -RETENTION CELL.
3 BIORETENTION W/ INFILTRATION CELL SECTION CBIORETENTION CELL
APPgDVEDFW WNDAUDTIM!
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.IC1 NUMBER
18025
LMAMHC NAME
18025 C33 CANT
C3.3
B OF 15