SW8000848_APPROVED PLANS_20061222

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 60018y Sr
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 200� 12 22-
YYYYMMDD

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\ \ C7 1. BEFORE BEGINNING WORK ON THE APPLIED PLANT SCIENCE PROJECT, r Q O
IRS � % • / 7 \ \ INSTALL ALL EROSION CONTROL MEASURES SHOWN IN THE APPROVED g Z
\ \ \ \ \ \ y QJ GARDEN / /. / / / 00 9P \\\ \\ \ \ \ \\ \\ \ \`, \ \ 2. BEGIN GRADING AND CONSTRUCTION OF THE FACILITY. w J cV0 2
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\ \ kg. \\ \ \ \ \4� \ 3. MAINTAIN ALL EROSION CONTROL MEASURES DURING CONSTRUCTION. 0
4. UPON COMPLETION OF THE WORK, ESTABLISH PERMANENT GROUND COVER AND /�+ coREMOVE ANY TEMPORARY EROSION CONTROL MEASURES. It co
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PROPERTY LINE
\ \ 9PIG\. •\\ \ \ \ \ \ \ \ \ \ / - -45- - - - EXISTING CONTOUR
/ / I \ \ \ \ \ \ \ \ PROPOSED CONTOUR q
PROPOSED SPOT ELEVATION ® GRADE
PROPOSED SPOT ELEVATION ® TOP OF CURB/WALK
/ Q\`v \ \ \\ \ \ \ \\ 46.0 EXISTING SPOT ELEVATION
GARDEN' f . GARDEN q \ �''
\ \ \ _ / BLBVVNFR . BY OWNER \ \ \ \ i \\ - SD - SD SD - EXISTING STORM DRAIN
\ \\ \ PROPOSED STORM DRAIN ...
\ /"f EXISTING SANITARY SEWER
\ \ \\\ \ 47\4\\ \ \\ 4� _ ss ss SS PROPOSED SANITARY SEWER 06030
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EXISTING UNDERGROUND TELEPHONE „Y
\ \ \\\ \ \\ \ \ \ \ \ UE UE EXISTING UNDERGROUND POWER r _ _L
GAS - GAS- GAS EXISTING GAS LINEN" ch f4n
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\ \ \ �6.2 \ \\ \ \ \ \ \ 43. DA/Cl- DA/CL nA/cG-- PROPOSED DISTURBED AREA CONSTRUCTION LIMITS @ L Q us
\ \ \ \ \\ \ \ \ �. PROPOSED CONCRETE SIDEWALK OR RAMP
\ \ \ \ \ \ \ \ \ \ \ \\ ® PROPOSED CURB INLET w/ EROSION CONTROL
V A \ A A VA \\ V A V PROPOSED CATCH BASIN w/ EROSION CONTROL .. ,
\ \ \
\ \ \ \ \ HANDICAP ACCESSIBLE PARKING SPACE
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4, - - - - - -45- - - - EXISTING CONTOUR
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4 2' V�� I PN \ 142.0 \ 40.4 PROPOSED CONTOUR
44.0 43.4 \ ' \ 45 PROPOSED SPOT ELEVATION 0 GRADE
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2.1 \ 46.0 EXISTING SPOT ELEVATION
O FL
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.:, W 41.8 \ - SD SD sn - EXISTING STORM DRAIN
\/ G .; jl:.'•, 'a (\\`\ �S �`( \ 43.8 3'8 \ \ SD SD SD -� PROPOSED STORM DRAIN "
cc; / \ sx� 10 / ��\O„p�G,��Q P 43.5 \ \ _ SS Ss ss - EXISTING SANITARY SEWER
c \ 4 r U S��`\C`O'C' G��R�G _ - �� / 41.9 41.6 , -ss Ss Ss - PROPOSED SANITARY SEWER
44 ��\�� -, : '• ". \ / ;.,' ¢ RGN\\SPPG\C\ 43.5 3.5 / / I -W-W-W-W-W- EXISTING WATER 06030
\ \ ,• \ / EF�FOR \ / N I -W-W-W-W-W- PROPOSED WATER DES. JPN
a \ \ gu+ O 41.6 ! SSFM SSFM EXISTING SANITARY SEWER FORCEMAIN cxo. JST
\ SSFM SSFM PROPOSED SANITARY SEWER FORCEMAIN oRwN.
Q EXISTING UNDERGROUND TELEPHONE
�X\5�0 G �O \\ 3.1 I 41.5 TELL- TELE- DATE 12/01/06
? E & PUMP \ wP° \ ?..: s �' :a �MOL\�'N 43.1 \ I / uE uE EXISTING UNDERGROUND POWER
3
ERE \ - \ p Q`, O , I 41.3 / GAS - GAS GAS EXISTING GAS LINE
\ 2 9 - ->E-TSF iE-x-TSF ie->�TSF- TEMPORARY SILT FENCE
M DA/cL- DA/CL- DAicL- PROPOSED DISTURBED AREA / CONSTRUCTION LIMITS
2.9
w \
c ` ,•:�, • � GE t PROPOSED CONCRETE SIDEWALK OR RAMP A ut
v41.0
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\SN6 42 I ® PROPOSED CATCH BASIN w/ EROSION CONTROL
42. QEM I HANDICAP ACCESSIBLE PARKING SPACE n
u \ \ I 40.6 -�
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2.1 0 10 20 40 60 CFIVED
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1. BASIN, FRAME AND GRATE MAY
VARY IN NONESSENTIAL DIMENSIONS.
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ATTACH SCREEN WI
GALV. LAG & WEDGE crn
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12" DIA. OUTLET ALUMINUM EXPANDED
INV. = 33.5 METAL SCREEN
1.5" I.D. INLET PI INLET 33.50
GROUT IN PLACE
INV. = 33.50
BOTTOM 33.50
CRUSHED STONE. J W
SECTION ELEVATION U. J
OUTLET . STRUCTURE V v
N.T.S. Z H
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V Z
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DETENTION POND NOTES: V
1. RESTORE POND TO DESIGN SIZE AND SHAPE UPON COMPLETION OF CONSTRUCTION AND STABILIZATION OF SITE.
2. SEED FOR SLOPES SHALL BE 20% CARPET GRASS, 24% BERMUDA, 20% TURF FESCUE, 10% CREEPING RED
FESCUE, AND 247* RYE. SEED AT RATE OF 2-3 #'S PER 1000 SF. =F G z
3. THE VEGETATED SHELF SHALL BE PLANTED WITH A COMBINATION OF TWO OF THE FOLLOWING ON 3' CENTERS. W
1. CATTAIL
2. COONTAIL t0 J 'L J
3. SPATTER DOCK VEGETATED SHELF
W a = F,
06:1 SLOPE — — — TOP OF BANK Q m (�
36.00
=III- I
3
NORMAL POOL = 33.50 14
ELEV. 31.84
BOTTOM 28.00
III � 1
3 MAX FOREBAY
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20'X100'SHADE \\\ � \ / ,// • ' `• : ,5 ` _ _- __
HOUSE BY G.C. \ \ \ \
GARD \ • 1 J / Q Z rn rn
BY OWNFm I I
rM M
`�� 4� / - \ \ 42 / / co v/ ^ ^ O'
47%, rz
WIE / / g0 \ \ \ V A vA / z Q
\ \ \ \ 46. 1 0 / \ t - - F W o
\ ` ` RENO E P /
\ \ � ;. /. � '' 'J / /''' ` \ \\9P•\ \ '� \� / ' � dam00
-
\ W N
\o EROSION CONTROL CONSTRUCTION SEQUENCE � N z
Q`` / / -. . / Q"° �;3 \ 42.�\ \\ \ z
1. BEFORE BEGINNING WORK ON THE APPLIED PLANT SCIENCE PROJECT, i Q
7 INSTALL ALL EROSION CONTROL MEASURES SHOWN IN THE APPROVED m z
\ \ V A A d J O GARDENS ' \ \ V A PLANS.
\ \ \ \ BY OWNER / / �y6 \ \ \ \ \ \ \ V 2. BEGIN GRADING AND CONSTRUCTION OF THE FACILITY. C J cal
J 9PIGv 3. MAINTAIN ALL EROSION CONTROL MEASURES DURING CONSTRUCTION.
\ \ \ \ \ \ \ \` _ \ 4. UPON COMPLETION OF THE WORK, ESTABLISH PERMANENT GROUND COVER AND
REMOVE ANY TEMPORARY EROSION CONTROL MEASURES.
/ \ \ \ \ \ \ \ \ \
EN J U E \xLA
Z
o
\ \ \ \ \ 4�.5 \ \\ // .8 / G 4soo /C` \, \ \ \ \ \ \ \\ \\ \ LEGEND ^<3
\- \
pPl CONSTRUCTION LIMITS \ \ \ \\\ \ \ \ \ \ }
PROPERTY LINE
P -45- - - - EXISTING CONTOUR ,
/ f / k 5
PROPOSED CONTOUR
\ 45 PROPOSED SPOT ELEVATION 0 GRADE �.
PROPOSED SPOT ELEVATION ® TOP OF CURB/WALK
GARDEN / / GARDEN qP\` \ \ . \ \\ \ \ \ � \\ \
BY OfNNER'. . BY OWNER 46.0 EXISTING SPOT ELEVATION
\\ \ \ \ \ \ \ - SD SD SD EXISTING STORM DRAIN
- SD SD - SD - PROPOSED STORM DRAIN
47,`4 \ \ 42YL EXISTING SANITARY SEWER 06030
- ss ss ss - PROPOSED SANITARY SEWER
DES. JPN
\ \ \ \ \ \ -- 'w--w----w----w--'w - EXISTING WATER aco. J ST
< r- i
r
\ \ \ \ Io \\ \ \ \ k -W-W-W-W-W- PROPOSED WATER
o \ \ \ �Q \ \ \ SSPM -- S>rti EXISTING SANITARY SEWER FORCEMAIN DRNM.
D /C DA/CL DA/CL DA/CL DA/CL DA/CL �� DA/CL DA/ DA/CL DA/CL
\ \ \ \ \ T \\ \ \ X SSFM SSFM PROPOSED SANITARY SEWER FORCEMAIN DATE 6/12/06
\ \ \ \\ ------ -- - +: ..v-- EXISTING UNDERGROUND TELEPHONE
\ \ \ \ \ \ UE L uE EXISTING UNDERGROUND POWER eN
\ \ \ \ \ \\ u \ \ \\ \ - GAS - GAS - GAS EXISTING GAS LINE
-TSF x-x TSF) x TSF- TEMPORARY SILT FENCE S •L
$ \ \ \ '6.2 \ `9
\\ \ \ ` 43 - DA/CL- DA/CL nA/cL- PROPOSED DISTURBED AREA / CONSTRUCTION LIMITS t
PROPOSED CONCRETE SIDEWALK OR RAMP = 966,gyp
PROPOSED CURB INLET w/ EROSION CONTROL
\ \ \ \ \ \ \ \ ® PROPOSED CATCH BASIN w/ EROSION CONTROL - • 'ry� N ,wN``
HANDICAP ACCESSIBLE PARKING SPACE
:a
44.
a v A SCALE: 1 " = 20' C5
47.4 ✓�E \\\ 47, 0 10 20 40 60
vv \. 46, 7
0
a`
LL

r
17
7 / J r ` '/ ' 0 / \ \ \ n + 38.7 38.8 38.9 1 DO
39.4 / - - / 37.8TI Top a
39.6 393- _ 39.0 38.9 d \ In
+ � � � 41.1 40.7 40.5 40.5 y / \38.7 \ \ O , O / 1 O
41.7 41.4 o o ,
O o i.9 5 �k 1 42.7 42.3 \ 42.0 / \ o CL v53
\ 40.6 \ 39.6 � _0 o w
SIT 38.7 0 38.6 38.5 38.5 38.5 38$ 402 {� 9 m 4(0'`��'{`} N cn y
39.2 39!b 38.9 ( _ _ Q p O
// _ _ _
/ / / 41.3 41.0 40.8 40.5 I / � _ 38 - - - � \ \ 39.4 `' 0 �FO.l- 402
- - �0 #93- � - y
t7 43.6 43.9 43.4 3.0 42.7 42.4 4�1.0 41.6 / N ' 5 / _ _ o \ 39.9 40.2 v_i
LD Or Of
OCEPN � _ / / - d / - _ - - - -
1 )/ 2
42.1 + � ' � _ 40.5 .7 � � r \ \ \ 39.8 / Z
42.6 42.4 i X _ - - \ \ \ \ w �nInv Out 15 FE CP 40.2 40_B 405 Q o40.3 / �v 02Elev=35.1 40.5 / \ Elev=33.75 \ \ \ \ 40.5 40.7 40.7 p cl
CL
4 - / 40.1 39.9 y � \ \
VICINITY MAP i / 39.8 I - I 39s \ { O
4 40.6 \ I Outlet Structure \ ' IM-
-.5 Grate EIevElev=3 JN.T.s. � 1 PVC Inlet EIev-36.85/ \ I. 36" RCP Out EIev=34.70 I SD4 .6 \ \ c 40.5 �
/ \ 11 4" PVC In EIev=36.90 / I \ \ \ \ \ \ \ \ \
43.1/ / I 39.7 I I , sD ` D Inv
J 36 ' FERCP BOTTOM = 28.00
42.5 �ij/ E I 3 .58
\\\\ 7 II II 1 40.5 ` ' sd NEW SDMH �- ��\ I CONSTRUCTION LIMITS
SF
1 42.3 I 39.6 �\\ 1 40.0\ ` T NEW 36 RCP1'/dQ _ \ \ \ r O
\ I I I \ \\ \\ \ \ \ 40.5 \ �� 35 lST e /NORMAL OOL = 33.50 \ \ \ i ��
\42.3 I I I 39.5 \ \ \. \\\\ NV. FE 33.50 \ 40 0 0 l b 34 \ /\ } 36 / 36.4 _ - _ 1.1� J Uj,\ \ 1 'x10'x1' RIP R > \ /
\\ 42.2 I I I` 7� \ \\\ �\ \ Et`jERG DISSIPATOR \\ ` \ ` - - - - - - i 36� W 0 LLJ
Zj
�I
40.4 06 U.
\ � 42.0 I ` 39.4 \ \ \\ \\\ \ \ \ 40.0 \ ` / _ \ � _ - - - - - - W V U
• o 38
\ / \ W H
\ I \ \ \ \ \ \ \\ 40.4 \ 9�\ \ \ 1 �� \ \ INV. FES33! - -` ` ` Z V Z
\ 41.9 1 39. \ \ \ \ ��
40 \ \ �s \ In Out
/ \ EN 10' DISSI RIP�RgP�� - Q (�
\ ' I �C \ . ENERGY DISSIPATOR _ �. - - - - - \
4 1 \ `v� ,8 38.5 \ ale = 7 \ \ \ �- \ \ \ i4.2 1�
44.2 43.� I f EXISTING I \ \ \ \ \ °� �� \ / 12" RCP > \ - -- - - 0 Z O
41.6 I 39.2 \ \ ` \` I 40.7 \ \ i JbP \ 20' WIDE�fJIE ERGENCY _ - ' ` ` \ .. a V
=-
3. 41.7 i PARKING \SPILLWAY (SEE DET - J
4 4 41.5 I \ \\ ��' I
18" FERCP ��??,ll 4 d9 �� /OUTLET S CTURE N0. 2 \ ' �'\ Z
42 � _ tiU c SEE DETAIL \ �-�- \ 11v 1n j;j F 0 Z
/ \ EI v��.81 / / 40.9 \l � / � sP � 3 ES \ \ _� � ,� ` � � ..
1 / 139.1 \ i / \ I \ \ = 33.50 1n�Ot 18 FERCP Elev_ $ Q W N e
TCL
\ / / 40.7 \ + \ ' x10'x1' RIP RAP \ EleV-g8 /< Q J Z a
41.3 38.63 Top bf Grate 9 \ \ I ENERGY DISSIPATOR - / 0.
Invert=30.83 3 / \ \ \ 28 \ M a \ / - \ ���RR a
44.2 I \ 41.1 � � \ 39.1 \ _ � Q I ` y4
.0 /1� ` \ 31.84 \
4 4 1 J / 40.7 \ \ 3 37.0 \ 35 \ y 04.9 34.2 \ 33.1 I 3
- / �= - ` ]� I \ \ \ �F1.4 41.1 \ a \ BOTTOM 278.00 \
/ / / // / _^ \ \ \ I / 39.2 \ y 30" In 1n \1r� _ - to in \fin - - 1 In
4q1 / \ \ \ \ HT RC _ _ - -
/ \\ \ \ I 41.5\ \ UT uT T - _ - - -
_ _ 35.6 35 2 „ 34.9 37}• \ '
41.2 \ U �- UT SD 7 1- D36.8 36.6 C�3fs3-- _ 36.0
v / ! \4�- UT U7 SD SD 6 7uArrt�eL •� c 33.66 Top of Grate 4.7' /
39.4 \ = ���- NEW 30" RCP NEB SDRIf I \ Invert=30.26
40.8 42. \� \I NEVI--35.00) vP \ - - LOOD POOL=35.00 IN =35.00 \ \ \ 3S \ Ps \
/ \ _ \
\�441CL DA/CL� DA/CL REMOVE EXISTING \
Q / 40.4 I \ \ \ STORMDRAIN \ $ \ \ \ H
47/240.J 4 \ cc
41. I� \ \ \ \ \ \ \ 34 3 ¢ o w
\4�. \ \ \ \ 3 \ \ \ \ s.0 \33.71 Top of Gra' O z a
+.1 2 8 4`1.\\ \ \ \ 4 \ \ \ 6 \ \ \ Invert- 34
4 / �itl �� 43.0 \ \ \ \ I \ \ l J
41.s 41\ 39.7 \ 3sQ - \ \ \ ` 36.1 \ 5.9 \ J v o
19.3 \ \ ' \ \ Z 0) 0)
4 Q� 43.4 \ \ \ \ E
L.3 ` L
/ of SDM \ \ 4�4..1/ 4 1 40.0 \ \ 36.4 4 'r^ �'/^�w M o
\ \ \ \ \ \ \ \ \ \ / \ 41.5 39.7 39.7 \ c \ VJ V,
\ \ \ \\\\ \ 48. 4 \WIE \ \ \ \\� \ \\ 41 /Id6� / / f�V=43. - \ \ `41.0 4c+11- - - •� - - / \ 3 Z � a o
� 3 6 \ \ \ \ \ \ \ \ \ \ / ^j / / 9PIG INV. 0 T=35.8 43.9 4 \ - -� 10.2 \ \ \ \ W c
\ INV. 35.57 J �2.5 40.4 - 40.4 39.8 \ \ w
-43s _ PN- - _ 40.4 \ \ \ W Z 0
4 / � // % / P \ 44.2 \ \ \ \ \ \ \
36.9 Z o
\ J N1 4 I / G� \ \\ \\ \ 40.7 \ CP \ \+ i. w N
b \ \ \ \ I ' ' Q 10 / / 9P \ 1 \ W w �
'^
TEMPORARY GRAVELLED /^O / / PIGS \ 40.7 0.7 �� \ I \ C0 V) z
CONSTRUCTION ENTRANCE 4 / / / 9 a�\\ 44.3 \ 1 I \ \ v
bQ 10 /OId6 // / \ \ \ 4 .5 \ 3 6 �/ Z_ w Z
\ \ / / / / / / / / °1• /� / / 9PIC \ 2 �42.3 1 \ 3 Y o
42.8 \\ \ �45�7\ 48.s / / // / / r� 41.0 /da / / // 44.0 / \ 40.4 \ \ \
/ 44.I1 I } \ \ \ \ pp04
\\ \a JbP // �1 / ' 42.5 40.3 \ \ II + o -
\ ( 0.2 \ � rn3
49
/ i '/ 39.8
\ 42.0 \ \ O 0
I 43.8 \ 429 1
�� 44.0 42.4 \L \
43 ,, \ 46 �, / 42.Y \ LEGEND Z U
/ _ - - - - - - - - - - 44 - - - - - - _ � / 42.6 1
(! / pP\ / - - - - - _ - Q - - - - PROPERTY LINE
43.5
\ / I 41 - - - -45- - - - EXISTING CONTOUR
4.2 42.3I 42.0 \ 40.4 PROPOSED CONTOUR
44.0 I \ 45 PROPOSED SPOT ELEVATION 0 GRADE
/ FOO .0 43.4 1 46.0 PROPOSED SPOT ELEVATION ® TOP OF CURB/WALK
/ p�Pqe �' `' v ��FQ�� w � 2.1 \ 46.0 EXISTING SPOT ELEVATION
Q - �Zv N 3 8 ` 41.8 \ - sn SD - SD - EXISTING STORM DRAIN
G ¢ G \ 43.8 \ SD SD SD PROPOSED STORM DRAIN
/ \ �� N��O / �S O OGP��� o� 43.5 \1 \ - ss Ss Ss - EXISTING SANITARY SEWER
41.9 t - SS ss sS - PROPOSED SANITARY SEWER
a PRCN(SPPO\N 43.5 3.5 / / 41.6 06030
\ �O ,O\N I -W-W-W-W-W- EXISTING WATER
-W-W-W-W-W- PROPOSED WATER DES. JPN
SSFM SSFM EXISTING SANITARY SEWER FORCEMAIN CKD. JST
43� \ 41.6
DRWN. .
41.5 SSFM SSFM PROPOSED SANITARY SEWER FORCEMAIN
3.1 I /
��\58� N�� \ I / TELE TELE-- EXISTING UNDERGROUND TELEPHONE DAZE 12/O1/06
a E & PUMP5 43.1 \
uE uE EXISTING UNDERGROUND POWER
ERE �� \, I 41.3 GAS- GAS- GAS EXISTING GAS LINE
2 9 I /41.0 _x x TSF x x TSF )* x TSF- TEMPORARY SILT FENCE
I\ a - DAiCL- DAicL- DAicL- PROPOSED DISTURBED AREA / CONSTRUCTION LIMITS
PROPOSED CONCRETE SIDEWALK OR RAMP
41.0
_ \ F
N \ 2.7 I I 40.6
P PROPOSED CURB INLET w/ EROSION CONTROL
PROPOSED CATCH BASIN w/ EROSION CONTROL
2, OEM \42__�\ I I ® HANDICAP ACCESSIBLE PARKING SPACE
40.6
/
a \ 2.4
\42�
SCALE: 1 " = 20' C 5 ■
\9p IC \ 2.1
0 10 20 40 60
\ 42.1 \
x`1
0
g
LL

m
NOTE 4
1. BASIN, FRAME AND GRATE MAY
VARY IN NONESSENTIAL DIMENSIONS. —
tn
z z
4' X 4' PRECAST CONC. BASIN
W/ KNOCKOUT PANELS a
ALL 4 SIDES
w
U!n Z
Z Y
W O O
_ Y
W Uj
0_
AC WELDED#4 STEEL EATR4�GALV. OR O.C. EACHSWAYLLAIDOATED) nl LAN
f Ll z
IN TOP OF BASIN tw- o
0 0
J
TOP 35.00 m
ATTACH SCREEN WIT
GALV. LAG & WEDGE
ANCHORS
�-1/2" OPNG. GALV.
12" DIA. OUTLET ALUMINUM EXPANDED
INV. = 33.5 METAL SCREEN
1.5" I.D. INLET PI INLET 33.50
GROUT IN PLACE
INV. = 33.50
BOTTOM 33.50
CRUSHED STONE.
W
SECTION ELEVATION Q j
UL J
OUTLET S-IF RUCTU FEE W 0
N.T.S. V U
Z >-
W Z
a0
DETENTION POND NOTES: J
1. RESTORE POND TO DESIGN SIZE AND SHAPE UPON COMPLETION OF CONSTRUCTION AND STABILIZATION OF SITE. a V U
2. SEED FOR SLOPES SHALL BE 20% CARPET GRASS, 24% BERMUDA, 20% TURF FESCUE, 10% CREEPING RED
FESCUE, AND 24% RYE. SEED AT RATE OF 2-3 #'S PER 1000 SF.
3. THE VEGETATED SHELF SHALL BE PLANTED WITH A COMBINATION OF TWO OF THE FOLLOWING ON 3' CENTERS. Z
1. CATTAIL W co
2. COONTAIL 10'
3. SPATTER DOCK VEGETATED SHELF
` J J
® 6:1 SLOPE TOP OF BANK r Q. = 0•
a
3s.00 0 IL
m t=
3
NORMAL POOL = 33.50
ELEV. = 31.84
=I 3 I - 3
BOTTOM 28.00
3 M FOREBAY
AX BOTTOM = 28.00
F
uLu N
POND SECTION 3 oc o
O
a a c� w
CLASS B RIP RAP 60OX MARIFI FABRIC
KEYED IN ® 0.5' OR EQUAL J U
Q z m
TOP = 36.00
�Q 0. !^ '^ r� r0 c°�
80 OU" co Ir o 0
w
O 3 W Z 0
OQ ELEV. = 35.60 Z
3 O o x
0
06
V _
20' W Z o
rY^ wV C
v/
EMERGENCY SPILLWAY D z
NTS Y z Y o
_ � z
J
V!
O
co
fr Z
0 0
Z V
R
fV
ff3p,• 06030
E
DES. JPN
CKD. JST
DRwN. RDT
0
a
DATE 12/01/06
a``'at1�c
''•• SLIP r•:F
°j�NNrruuflr�N
U
U
V
m
c
c C 8
v
0
2
a

t - -
EXIST. � � � � ��s _ � � 2Q3 - - - - - - - � 7
LIFT STATION / John
TOP ELEV = 24.93' 32' 76 9 \ / / CONSTRUCTION /
/ / / - r, \
BOTTOM ELEV = 14.83' / 25 - - 1 9 G FES INV.=22.50 PROJECT BOUNDARY Sawyer
US INV IN ELEV 22.11 ' / _ - 201 \ �p
NV IN ELEV = 20.7� / / 26 .. \ \ / /�p NEW TREE LINE I
H► EXIS� , � I , �o Arch ' tects
IFT 2Q� 194 \ I / S 18+ TEMPORARY SILT FENCE
i \- -\ Ago I
Ttf-
v O \ \ 9 207 28 � 195 \ _ \ I \ 1 / �� _ p FLOOD POOL=25.30 1?0. Market
Box Street
O Q EXIST. �> Q
L 111 ' �' 1 w- \ � 24 � � 4 � Wilmington, NC 28402
V�O [SITE] \ \ \ \ / J I 21 PICNIC ED 19g6 \ 18g 1 I 5.8 \ Sp I Go
phone [phone]
\ \ S J REA /9 -\ \ �87 ` 5. W fax 910, 762. 219
otD EXIST. S / w ~ I IN FOR Y - �--. - - - _ - - - _-- e-mail jsarch@wlimlngton. net
0� SANITA�f-SEWWER EXIST. Y 1 ! -)186 / - - -
EAN + EL:24.a7' 1 1 :.
ywY 7.45' TONHOLEP = 27.57\ SEPTICUNDERGRON Si EXIST. #e63
�� -X ; 179 I
/ _ 2 1• \ OUTLET STRUCTURE
00086
ELF \ \ \ \ . LIFT ,, 167 168 169 7i7/8 I - 8. INV.=23.oO " w
\ INV ELEV = 2 J 1 66 17 Q 1 I 1 I D -/ (// / I I O �`I ` TOP=25.30 ANDREW & KUSKE
\ \ RM s „:..- �3 \ FES 1 I C CONSULTING ENGINEERS, INC
\ S� \ / 62 LP / LryVI 2 _ V IGMINGTON. N.C.
+ - - - - - -\ \ SEF 171 7 3 *, 18�81 � o _ �= \i NORMAL POOL=24.00 d ..«.H..
VICINITY MAP NOT TO SCALE \ \ \ 28 M - BOTTOM ELEV.=18.00 " CA��•.
\ j161 18
4 /
o
+ \ \/ _ Q r / /� / 1 NCR TE QI J
EXIST. 16 s / -
LEGEND \ \ EL 2�7\ 1 83 / / // HIEADWALL FM
- _ - _ - \ FORCE #4AIN STATION / / - - - - 29 SSF OQ;
a f - / EL:292`- �- M ��LLIP h
\ \ TOP ELEV 'zjj 50' 1 5g / SDMH \ DRAINAGE AREA a. ...•O
EL:31 .a5 - - - - - \ \ 2 1 \
OTT(OM ELEV hX / TOP 48.0+/ /
EXIST. LIGHT POLE + \ \ \ 30 31 \- \
_ _ \ �� / \ / / �NV.=?tS 71 F INV.=23.00� \ \\\ CONSTRUCT 15" RCP
E�.67 \ \ 3� \ \\C/` / / W/E�IEGY C
\ � � \ \ OVER EXISTING SEVER / \
T EXIST. TRANSFORMER J \ \ \ 9 •Q / / j / / 91S IPATOR i - _ 32 - \\ uo /W� NDE (ISTIIV ATER
T EXIST. TELEPHONE PEDESTAL �, SS
UNDERGROUND ELISTR1= ! , / _ _ - 33\
O EXISTING �ONDUIT� �' � 5 I / / / WV / A' ' GRAVITY SANITARY SEt� \ W \
EXIST. ELECTRIC METER BRICK `O LP ? ' � / / i / / SS IS
�'� _ - \ -- W� �� and mounted
o \ \ 1 [� G / -\ \V7`- d \ / WV R ensfoeme round base.
BUILDING 01' _ _ \ ":: I _ _ _ _\ `✓ X
❑ EXIST. DROP INLET EL 6 153 _ _ _ - - + \ \
FINISH FLOOR ® \ 1 \ + 1 1 4 / 30�� / / / 4.87' + ' \ istl g \dew I°k\hown�doshed/
EXIST. TREE ELEV = 36.16' 15C 15 \ \ E1 '3 ) / 6 / �- iW E�Y S/ / 3 EL'3 I� EXIST. EL:35 35 Remove e\ �\ \
Ln / SANITARY SEWF ° GREASE TRAP \ \\ \
OO EXIST. SANITARY SEWER MAN HOLE ( \ FES EL V // �� MA OLC� / o0 TOP ELEV = 35.36' d \
22,70 \ 3 .08 /� / i / o? n \�\ _
- 32-� STOP ELEV = 34�8 e� �l pfiL�V = 3206 w sidewalk as sho \ ��,- = _ _ a
EXIST. OUTLET INVERT o \ INV ELE1_='71 .83' Reloco n ht { xture e a
EL:35.83' \ \ _ v d and I19
EXIST. SPOT ELEVATION \ �33 _ _ - _ • \
� � RO�DRAIN� � � , I
CONCRETE SIDEWALK \ \ UTI " i
EXIST. CON INV ELEV _' T IuGn U UE sd
EXIST. CLEANOUT S� G \�� ❑ ❑ UT I
XIST. FH �
EXIST. FINISH FLOOR SPOT ELEVATION DR INLET 1$ 35 - UT \ „ LP UE
TOP FV = 35.11 ' / _� ' CO _ X/Sr
EXIST. BUSHES - CO�CRe I
INV ELE = 31.91' UT -
T WALL I S1�E�q�K
nC EXIST. WATER VO�VE LP - - CO ❑ BLOCK EXIST. DROP INLET _ �d CURB INLET
HEAT PUMP Ut' DING _ _ 34.52' I + ,�\\ -34A
S . NCRETE SIDEWALK TOP
E` V - TOP GRATE-
FH EXIST. FIRE HYDRANT _ 4 37.10' I I INV ELEV = 27.62 I INV.=31.00
_ EL 95.02' I I ,�{��
EXIST �\ I I I Ag�t9h xwp8"a{IgeoundnleveLn I to begreSmdovedC" j • ® FINISH FLOOR ELEV = 36.20'
EXIST. WOOD FENCE CURB INLET 19' M ® FINISH FLOOR \ masonry p _
35.50' EL:36. I I I I EL: 5 15 EXISTING METAL u
SD TOP ELEV BENLH MARK I ELEV = 37.1�' I curb �J �' 11 YY L••
EXIST. STORM DRAIN LINE = 34.52' I
ELEV I xisting
o BUILDING
FLOWLINE NAIL, IN SIDEWALK I I 15.88' t pe removed
� a
31.02 _ 36.07 EL:36 98' L 37.14' 1 56 U�
EXIST. BRUSH LINE INV ELEV - ELEJ = I I EXIST. I f �1
+ I I a I�CONCRETE _ U / 20.00' 1 U
CONCRETE SIDEWALK
UE EXIST. UNDERGROUND ELECTRIC .86 I I LP I PAD I ( \ \
EL134 EXIST
UT EXIST. UNDERGROUND TELEPHONE "' I' d be J
I I EXIS ASPHALT PARKING mete to y
DRAINAGE AREA I I� transform r and el4coted.
x � 37�,
SS EXIST. SANITARY SEWER (GRAVITY LINE) ° �. I 35.5g f . . . . . .
. . // I
I I
38Q �
-- SSFM EXIST. SANITARY SEWER (FORCE MAIN) I 4 �xISTING BRICK BUILDING / I
35.04' `° 'I , IE I / Remove existing curb
EXIST. ,�
SD �� PROPOSED STORM DRAIN o CONSTRUCTION LIMITS/ I CONCRETE I td 35.90 -
41 I PROJECT BOUNDARY I + _ / (shown dos hedd GRADING, DRAINAGE,
I , / Existing EROSION CONTROL
IPAD I E :35.42 I trees to be removed
® `
PROPOSED CATCH BASIN W/EROSION CONTROL �, � 40 a° � I I ° � / & STORMWATER PLAN
I • • 136.
PROPOSED CURB INLET W/EROSION CONTROL / 37 Oo I 37.00 •d w 38 I
I / CQNQRETC I APPROVED
EXIST. ASPHALT PARKING d - a NE`N - N RTHCAROLINAENVIRONM
" . :,-36 D . • ZA
dSL,AB - _ _ \ _-_ - I O MANAGEMENT COMMISSION
3 PROPOSED CONTOUR _ 7g0
I � .. _ � 'FF- � .'.4!� DIVISION OF WATER QUALITY T e c h n i c a l a n d
EL:35.31' I 3 37. _ 3-7a4" . -a s 3 , 382 + // IlDste Trades Center
JJ. "'• PROPOSED SPOT ELEVATION I FINISH FLOOR _ • .a -• • - - telEpho e fy FE� °ZDoI
+ E g 15.82' ELEV = 37.1 37.84 . ° - ExI 9 be re31� Stormwetwr Permit No
S b'crorv� jS
DRAINAGE BOUNDARY ® 95.03' 37 1 X'• ` ; Pee to destal Brunsw l ck Corlroun l ty College
X17' efe one Supply, North Carolina
I o - 37:5 y : sated PP Y
3 z
NEW CURB (MATCH EXISTING) 5 _
I LP \ 86
- - - - - - - - - - CONSTRUCTION LIMITS/PROJECT BOUNDARY I > \ A UR13 INL 3\_ I
I / BRICK \ p7 -1' ® TOP G 35.80 �� s 3g7 / m
- - - - - I COLUMN z / -^ P INV.= I SEPTEMBER 6, 2000
PROPOSED PAVEMENT 3 X 3 NEW ADDITION \ / I
C I / FF=37.84 \
\ 72, 9:_ CONSTRUCTION LIMITS/
/ \ a H� PROJECT BOUNDARY
T A I Revisions
• 4.4 •• EL:35.88' S GNI UT UT UT \ a a'
4 • PROPOSED SIDEWALK + 37.8 - • • I - ) �'�,� - , I £
UNDERGROUND ELECTRIC (TYP 7 EL.3
n
6 ROOF
EXISTING PAVEMENT TO BE �� DRAIN T < J1 - 8• ROOF DRAIN 8" O DRA► + L -C T <
REMOVED AND REPLACED C.O. �T 37. L 36.6 _
��- EX LINE _ - DATE PRINTED Sheet
_ 6. JAN 0 9 2001 C I
SCALE T • 20 - _ _ - 6" ROOF DRAIN \ \ 36. 6.2 - - - - )
"Mon /+ __ - - - - 3g +-- CATCH BASI _ 36•4 ANDREW AND KUSKE
TOP GRATE=35.75 37
0 20 40 60
� � � -I-- EL 37.52 INV.=32.00 DRAINAGE AREA NOTE: THERE RE NO WETLANDS IN THE PROJECT AREA, +
r _

of pp�/EME 5' 22" 5'
O E OBSTRUCTION T
01 NOTE 4' John
QJ��tiIn
1 VARY, IFRNME AND
CRC DIMENSIONS. Sawyer
SO Mfk P OF REINFORCING BAR FRAME AND GRATE
LUSH WITH TOP OF CONCRETE, N 4' X 4' PRECAST CONC. BASIN Arch 'itects
ALL 4 SIDES PANELS v
6' MIN.
124 Market Street
� InI I H -T P. 0. Box 176
p 3 Wilmington, NC 28402
COARSE AGGREGATE , �ti� 7/8' DIA. HOLES
2 BASININLE , FRAME AND PLAN faxne91017762.0. 2i9892
GRATE MAY VARY IN e-mail ,jsarch@wi lnington. net
40 --P,-�`�-- NONESSENTIAL DIMENSIONS, TACKWELDED A#4 STEEL T 6' C. OEACH WAY LAICR ASPHALT PLAN
PLAN #57 STONE SCREEN AT OUTLENTRACTOR SHALL T OORIFICE. STONE
IN TOP OF BASIN SHALL BE ONE FOOT HIGHER THAN ORIFICE.
TEMPORARY GRAVELLED iMBEDDEn"ieR INTO SUBGRADE. �' FRAME AND GRATE 00086
K CONSULTING & KUSKE
2 #4 BARS CONSULTING ENGINEERS, INC
NSTRUCTION ENTRANCE ONTINUOUs WILNINGTON• N.C.
PRECAST CONC. BASI ATTACH SCREEN WITH TOP 25.30 set@#
W/ KNOCKOUT PANELS GALV4SIDES . LAG 6 WEDGE n t�• � CARD
ANCHORS
0 o OUTFLOW PIPEZN
0 o O -1/2' OPNG. GALV. OR
0 18' DIA. OUTLET ALUMINUM EXPANDED < ter, Oq�
0 o CONCRETE WHEELSTOP DETAIL INV. = 23.95 METAL SCREEN ,X
0 0 0"1. I.D. INLET PIPE �
0 0 .< INLET 24.00 0 o L GROUT IN PLACE ti
NCDOT HOODED FRAME O INV. = 24.00
AND GRATE. H-20
LOAD RATED o 0
��, n ,.
`Y COMPACTED SUBGRADE OR 6'
SECTION CRUSHED STONE,
PLAN CRUSHED STONE.
NCDOTHOODED FRAME AC y CATCH BASIN DETAIL NT.S.
AND CRATE. H-20 TyA SECTION ELEVATION
LOAD RATED. CORBC44 lPgN�T O" y
q �SFcT
DETENTION POND #1 OUTLET STRUCTURE
CCFs�C 1 N.T.S.
PRECAST CATCH BASIN S F TEMPORARY/PERMANENT
OUTFLOW PIPE TYPICAL CURB TO ACCESSIBLE CURB GRASSING DETAIL
TRANSITION SECTION 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER TOP OF BANK
ADVERSE SOIL CONDITIONS. 10' VEGETATED SHELF NCDOT CLASS B 25.8
o g N.T.S. 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
���p$+p �� Gee @ 6d SLOPE EROSION CONTROL
°°° O p 0C9OO° Om 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES STONE
° °� SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. FLOOD POOL = 25.30 _ I -
- - - -
STANDARD CURB INLET DETAIL N.T.S. LIME: 45 Les. PER loon S.F. - - - -
PHOSPHOROUS: 20 LBS PER 1000 S.F.
I FERTILIZER: 17 LBS. PER 1000 SF. NORMAL POOL = 24.00 3
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED _ -I I!I i I"
4' CONIC. SIDEWALK IS PREPARED 4-r INCHES DEEP.
w/rxr-10/10 W W M o r. SEED ON A FRESHLY PREPARM SEED BED AND COVER SEED LIGHTLY. 3
ASPHALT -I
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
a a ° ° ° 7. MULCH IMMEDIATELY AFTER s :_DING AND ANCHOR MULCH.
GRAIN STRAW 6 HAY AT 75 TO 100 LBS PER 1000 S.F. BOTTOM = 18.00
�.., d e _
d WOOD CHIPS AT 500 LBS. PER 1000 S.F. _ =III- 3
° CLASSS "A' CONCRETE a JUTE 6 MESH AS PER MANUFACTURER =1 I I=III=1 i)=1 I I- FOREBAY
zo
ASPHALT ° ° ° `O 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND BOTTOM = 20.o DATE PRINTED
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
_ AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW. JAN O Z�O�
� 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED, T-0" L WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE POND SECTION ANDRFWANDKUSKE
OVER
SEEDING RATES. NTS
REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
ANDNTS
L
ACCESSIBLE CURB SECTION 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
N.T.S. (MATCH EXISTING) 20% CARPET GRASS EROSION CONTROL NOTES
TURN DOWN SIDEWALK 24% BERMUDA GRASS
20% TURF Fr_SCUE 1. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE PROJECT IS
10% CREEPING RED FESCUE COMPLETED.
24% ANNUAL RYE GRASS
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER 2. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE SHOWN ON
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND THIS PLAN ARE NOT EFFECTIVE.
GERMINATION SHALL BE A MIN. OF 85%.
NCDOT VARIES (10' MAX.) ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION 3. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR AS SOON DETAILS & NOTES
EROSION CONTROL THEREAFTER AS POSSIBLE. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
A Y N OF GRADING. CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL
STONE ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
STEEL OR WOOD POST OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
x 9 WIRE FABRIC WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
. ,4 . , .
r'' c FILTER FABRIC 4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS SHOWN ON THE
MIN. 12-1/2 GA.
{ INTERMEDIATE WIRES PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT THE EROSION CONTROL AROUND THE
A 0 A ro INLETS AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED. REMOVE SEDIMENT AS NECESSARY
TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE
ar RESERVED VAN ACCESIBLE SIGN CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS Technical Q n d
fl ADJACENT TO 8' AISLES ONLYf AND ANY UNSTABLE SOIL AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE Trades Center
rARKING F DISTURBED AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS
- AROUND THE DROP INLETS. Brunswick CommunityCollege
M ANCHOR FABRIC SKIRT g
I SIGNS TO BE 0.080 STANDARD R7 8 Supply, North Carolina
o a MINIMUM 6 DEEP C=] 5. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET
ALUMINUM. BOLT TO TREATED WOOD OR o PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50 % FILLED.
r)p NALUMINUM POST WITH 3/8' CADMIUM L� GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
I I 3 I IA PLATED NUTS, BOLTS 6 WASHERS. R7-8D PROPERLY.
Ll
6. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO PREVENT MUD
c OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE CONTRACTOR SHALL INSPECT SEPTEMBER 6, 2000
NOTES THE CONSTRUCTION ENTRANCES ON A DAILY BASIS. THIS MAY REQUIRE PERIODIC TOP
15' STONE SHALL NOT �n�80��� �
BLOCK OR IMPEDE 1, FENCE FABRIC SHALL BE A MIN, OF 32' IN WIDTH AND B aGROM -"HTE DRESSING WITH ADDITIONAL STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
II PIPE FLOW SHALL HAVE A MIN, OF SIX LINE WIRES WITH 12' STAY �$ Cr-fRADLED TRACKED ONTO PUBIC ROADWAYS SHALL BE REMOVED IMMEDIATELY.
SPACING, ALUMINUM OR TREATED 4"x4' WOOD POS . Revisions
II 7. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES
11 � 2, FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF --
­6
1,5' 36' IN WIDTH. FABRIC SHALL BE FASTENED 11/2R(TYPo I2.0 FT. BELOW THE TOP OF THE RISED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
a94 ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THEENGINEER, MAXIMUMSEDIMENT POOL NO LONGER DRAINS PROPERLY.
SECTION A - A PENALTY I I-_ I I II I1= _MIRAFI 60OX FILTER FABRIC 3, STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE 5250 3/B(TYP) ACCESSIBLF28WYPI
crYP) =III-III-I ri I I-III- B• SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT
III-III-I I II I I-I I-III z+ 0.5 FT. DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO
OR APPROVED EQUAL SELF-FASTENER STEEL ANGLE TYPE, I F o
4, WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3' I tr I rr I I MAINTAIN A BARRIER.
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED I I I-I I I=I H I I-III-
NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE LE� AM B RM - GREENLEM0 AM B RM -o� =III-I I Iu I-III 9• MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE ACCUMULATED SILT
1 1/2' LONG BACK R7-8D WHITE VAgAa`N ACESSIBLE =III=III=I=III AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY. Sheet
ENERGY DISSIPATOR 10. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL PERMANENT
NTS TEMPORARY SILT FENCE TYPICAL HANDICAPPED SIGN DETAIL MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-OUT. 1
NTS 1