20061421 Ver 1_Site Plan_20061002

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�.� - - EMBANKMENT FILL TO BE COMPACTED TO PROPOSE
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mow"" ASTM D-698
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awwr .=ww /r • .• EM. SPILLWAY
w.. ..w.• • • INV. = 298.0 SPILLWAY
Mwr. ,
,,,w,,,m ..,..w. , L ,� / ♦ / ATTACH SKIMMER TO RISER ZONE 0
,, ,•• ' TOP DAM - 299.0
• y , /•. -- )""" / ZONE 1 ;
3 ' •
- " ToL / A'C
INV OUT=295.0 3 1 NP296 0
AA�_ A ° / . 18" C.A.P.
WIN=I / • / , ZONE 2
]E*A / / `-ZONE 3
WA- 4 x4 x4 CLASS A CONC.
OTATION BLOCK
2 CAP DRAWDOWN
RIP RAP DISSIPATOR 4 x4 ANTI-
/ / ORIFICE
AT OUTLET UNDERLAY SEEP COLLAR
WITH MIRAFI 6
' / • / s / . ,� , ., / 209 LF 18 C.A.P. 0 0.24%
NTS
/ . / . / ♦ WA- 2
297.5 TOP 30 C.A.P. TRASH RACK
297.0 TOP 18 C.A.P. RISER
296.5 BOTTOM 30" C.A.P. TRASH RACK
•
/ 296.0 TOP 2 CAP (NORMAL POOL CANAL GATE
ACTIVATOR STEM
1
SS1
295.52 C ; �
AP 90 DEGREE TURN O ��.0 ,
1 • aft
ftwo
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24
• L,��6" CANAL295.5 (TOP CONCRETE POUR/IN 18C.A.P.)
----- GATE ® 295.5 �q
� , �.D No
295.0 BOTTOM 18 C.A.P. RISER
PRELIMINARY NOT
�' / / / • 4 x 4 x 4
j r /, • ;M / . , ' . / . ° RELEASED FOR
/ CLASS A CONCRETE CONSTRUCTION
f WETLAND #1
, • / / , ,� / C.A.P. - CORRUGATED ALUMINUM PIPE RISER ASSEMBLY
r / ^\. / . ' N TS
lo-
�' ,f/ - / �. = /' /.' /,,• / 1/4" THICK CONTINUOUS PLUG SKIMMER DETAIIL
l • t / / WELDED GALVANIZED STEEL. RADIU
4 PV 10
1 / .� / . ♦ / 8
SCH. 40 „
✓ t ,' f / / , ,• . / ' o ORiFI 3 FLEX JOINT
�u CONNECTION
WITH
,/ ,,.' / `. / 1 � 3 X3 X3 Y 4�� COUP
jJ 1• /� ' / . r.�' ,/ ; / 4 _ LING TO
i 1 2 3
. 1• / / / I oE'S " ATTACH TO RISER
HO 3 PVC OR OUTLET PIPE �
NORMAL POOL. , • BARREL o
' U
ELEVATION 296. 0 - f • �' • / 3.00'
. / / 4 Z MARINE ,GRADE STAINLESS
STEEL CLAMP TO 3 DRAIN ON RISER Ae s-0 6
w
Jy/f 1 � 3 PVC
, '' , , ,. / . , . • ,, . / .1 AN TI SEEP COLLAR
��' ,r , �i I N.T.S. o N
/ . 3/16 COATED STEEL CABLE �, v
WITH CABLE FERRULES N.T.S. x
.✓ . • / A, 9. 6.
5\-
loe
, M", /1• 1 e / ,o / , �Q.�.�/101 BOTANICAL NAME COMMON NAME ICE �.E P QUANTITY 0 �/
�/ • / ,, " / `.,� ANDROPOGON GERARDII BIG BLUESTEM SEED 1 72 OZ/AC H YRDOSEED 16 OZ
,1. / / r • • / 1 / o CORNUS AMOMUM SILKY DOGWOOD CONT. 1 GAL. 4 O.C. 4 O.C. a
, ' ♦ / / " / ROSA PALUSTRIS SWAMP ROSE CONT. 1 GAL. 4 O.C. 4 O.C. 10
/ •� / • / / ' / , _ LIATRIS SPICATA DUCK POTATO PLUG 1109 0.29 2 O.C. TRIANGULAR 322
,r t/ ° / f ,, HIBISCUS MOSCHEUTUS PICKEREL WEED PLUG 1109 0.29 2 O.C. TRIANGULAR 322
.� . LOBELIA CARDINALIS CARDINAL FLOWER PLUG 1834.5 1.15 1' O.C. TRIANGULAR 2109 D
�' •,' / 11 / � / / � �/ 1 CAREX LURIDA SWEE FLAG '• , / ♦ ,` T PLUG 1109 0.' 29 2, O.C. TRIANGULAR 322
•,f r,r /,. �� .� . ,i . ' / JUNCUS EFFUSUS JEWELWEED PLUG 1834.5 1.15 1 O.C. TRIANGULAR 2109 OCT,' . / . �/ . / ♦ /� . 2 2006
W LA B0 l� lDARY , . , • . . , . , 6996
A o DEIYR.wi 1 A7ER10' EMERGENCY � / . ,� . , . . / . / . � .. w uaurY
�' � 1 / , RWH
-29 S-PAR AMERI-CANA- AMERICAN BURREED PLUG 1109 0.069 4 O.C. TRIANGULAR 77 MoSr ,AMAB
SPILLWAY � � . / . . - r������
} / ' I �' REVISIONS
ELEVATION 298. 0 r , 8
� ° �� ' / / ' / ° / NYPHAEA ODORATA FRAGRANT WATER LILY CONT 2812 0.073 6 0.C. TRIANGULAR 205 0
LINE WITH RIP RAP Id
' � • . • /�. � /�. / . - 3 2 +
VA- 32
10' WIDE TOP OF DAM ' / • • ° / ♦ r ' ° • / a
loe r 1 / ,,� / r / GENERAL SITE NOTES
ELEVATION 299. 0 or o , / . o . r .
r R 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC. THAT MAY BE
Idd REQUIRED.
..' r � / ' • � � / � / - / ' �'' • • / ' v i 2. THE CONTRACTOR
R SHALL NOTE THAT THE DRAWINGS ARE SCHEMATICIN NATURE4ND DO NOT SHOW EVERY OFFSET,
TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED FOR A COMPLETE AND WORKIN� SYSTEM.
• /,tr / - / / ` / / 1 3. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEAN AN 33
/ 1S D METHODS ASSOCIATED WITH
THE PROJECT AS• r T / t f ET FORTH IN THESE PLANS PROJECT#:06-4013 DATE:09/06/06
'f - P ' / ' 4. CONTRACTOR ACTOR SHALL M' AINTAIN AN AS BUILT SET OF DRAWINGS TO RECORD THE , EXACT LOCATION OF ALL PIPING
/ . PRIOR TO CO T. DRAWINGS SHALL BE GIVEN TO THE ENGINEER UPON CO LETION OF THE PROJECT WITH A DRAWN BY:TS CHECKED BY:DS
' ' ` ' ° ' / • ' ` COPY OF THE TRANSMITTAL LETTER TO THE OWNER.
� �• " . / , / / � 1 � TME
20' LEVEL SPREADER '
• - / • / / - / I , 5. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR DETAILS
/ ♦ ' ,/ r / / • ° '� OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. NO BMP
' . ,' �' '` • • ' • / / / • / ° / • f DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERM
� DETAILS
`T PERMISSION OF THE OWNER.
6. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMU TIONS OF WASTE MATERIALS
L OR GRAPHIC SCALE
`� ` RUBBISH CAUSED BY HIM HI �
S EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE R MOVED FROM THE PROJECT SITE
DAILY BASIS. 0 10 20 40
'� ''► A�*
/ • / / • • / / �• / • /r - • / / 7. THE BMP IS TO ACT AS A SEDIMENT BASIN UNTIL THE CO SHEET
, / • / , / r / , / , CONSTRUCTION IS COMPLk"'i•'ED AND THE SITE H BEEN x
/ , / / / /l , / • ,�` ° • / STABILIZED. AT THAT TIME, THE SEDIMENT SHALL BE REMOVED FROM THE BASIN ANO THE ELEVATIONS SHALL BE6m
/ - - / • / - / ' • / - • / • • / • / • • / - RESTORED AS SHOWN ON THE PLANS. THE N E SKIMMER PIPE SHALL BE REMOVED AT THAT TIME. THE WETLAND
t ( IN FEET ) •
r ° / !-••. , • � . / . . * ♦ 1 PLANTINGS SHALL THEN BE INSTALLED. D
/ • �- / ' ' / • / ' �' ° / • / 1 8. SEE THE OPERATIONS AND MAINTENANCE MANUALS FOR FURTHER INFORMATION UPKEEP OF THE BMP. 1 inch = 20 ft.

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