20080956 Ver 2_Stormwater Site Plans_20090528

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Existing underground structures and utilities shown are based on field survey. e� Z =< CD
The contractor shall field verifyconditions prior to starting construction and CHAPEL o o Cover Sheet . 1
P HILL �Iv
notify the engineer of any discrepancies.
FAR 5� % QA®®��:SI�J��®°®®
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Existing Conditions s . . . . . . _ 1
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The contractor shall contact North Carolina One Call at 1-800-62-4949 for - _ _ _ `y�
ORANGE COUNTY
assistance locating utilities. The contractor shall call at least 4 hours prior to N CHATHAMCOUW_
I if
N GOVERNORS
any digging. SR 1536 CLUB Overall Drainage A- 1 to OA-3
All Water and Sewer construction shall conform to Heater Utilities standards Eby � SR 1537 N.CHATHAM Q
specifications. ��� s R t721 S SCHOOL
and S ifii
p \yam Q—
�`oy s BRIAR Drainage Areas 1 1 to DA_5 O
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All construction within the NCDOT right-of-way shall conform to NCDOT �� RCS?8 CHAPEL z
standards and specifications. SR'51 �
6 - �-
� SR 1717 .n
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SR!517 Storm ter Pon th . . 11J- 1 to WQ-6 uj Z U
SR�S FEARRINGTON FUTURE
1S VILLIAGE HIGH SCHOOL
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OWNER W
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RICKY SPOON BUILDERS, INC. �S`SSp�
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2475 REDBUD STREET Q
FITT5BOR0, NC 273 1 2 sR+7I1 THE PRESERVE
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(919) 422 1517 �G N W Z
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SITE '' Gi V )
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DEVELOPER us64 > __J
RICKY SPOON BUILDERS, INC. ss�
yP�sS JORDAN W
2475 REDBUD STREET O
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PITT5BORO, NC 27312 US 6� LAKE..,:;.. �--
PITTSBORO RECREATION (f
(01 9) 422 15 17 : AREA �--�
Date-
October
Vicinity October 6, 2008
51TE DATAScale N/A
PIN NO: 9752 00 15 972G N.T.S.
Drawn:
9752 00 15 71 G4 @ `-' CFM
9752 00 13 03 G 2 Checked:
9752 00 03 5306 Vito Grou V1%
MAY2009 AJF
9752 00 02 0427 ' Inc.
9752 0002 4001 T ®S N STMM TE 1 15-09
cH Project No.
LAN ® F�LA N N i N G
9752 00 92 2655 CI VI L )=NG1 N IfF=FZ1 NG Computer Name
! !5-09-water
quality COVI:R.dwg
9752 00 82 870G LAN U) S U F`'.\/EYI N G
TOTAL TRACT AREA: 2 2. 14 ACRE5 11000 Regency Parkway,Suite 410,Cary,N.C.27518
ZONING: M UPD Voice(919)367-5790 Fax(919)3G7-8791
FINAL DESIGN Sheet No:
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~ . . i,; . , e / ~ ' REMOVE ALL SEDIMENT FROM E , ry s ~ a. . " ~ yT/ ~ w,~s ° ~ , ~ STRUCTURE. TI11S INCLUDE5IN SEDIMENT FROM BASIN AND CONVERT TO PERMANENT WATER QUALITY 2' I D 2' THIS INCLUDES INSTALLING THE PROPOSED PLANTINGS ALONG THE 6~~ ~ ~ ~ O
` ~ \ LITTORAL St1ELF. 'LF.
~I' z z z U
SYM. QUAN. PLANTING NOTES: BOTANICAL NAME COMMON NAME NT. ROOT REMARKS
LANDSCAPE CONTRACTOR SHALL PROVIDE PLANT MATERIAL FROM WATERPROOF O O - ~
WETLAND PLANTINGS LOCAL SOURCE TO ENSURE SURVIVABILITY. CONTRACTOR TO MASTIC (TYP.) O W 2 p- ~ ~ p ~
I INICA ARROW ARUM 6"-8" 4" cont. PROVIDE SOURCE OF PLANT MATERIAL AND LOCATION FOR AA 32 PELTANDRA V RG APPROVAL PRIOR TO fNSTALLATION OF MATERIAL. - ~ ~ ~ ~ o
DP 4 I SAGITTARIA LATIFOLIA DUCK POTATO 6"-8" 4" cont.
I.D. z ~ L d z 0~
LT 15 SAURURUS CERNUUS LIZARD TAIL 6"-8" 4" cont. A MINIMUM TWO-YEAR WARRANTY PERIOD SHALL 6E PROVIDED „ FOR PLANT SURVIVAL AND REPLACEMENT. AT THE END OF TFfE ~ ~ ~ U 0
PW 25 PONTEDERIA CORDATA PICKERELWEED 6 -8 4 cont. FIRST YEAR AND AGAIN AT TI1E END OF TtiE 2ND YEAR ALL PLANTS
Tt1AT DO NOT SURVIVE MUST 6E REPLACED. 2' ~,z
SEEDBED PREPARATION J O ~ ~
WATER QUALITY EMERGENCY MINIMUM ADD'L I . Ct115ELC( I . CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ~ ~ ~ ~ J
RISER MIN. MIN. VOLUME DRAW DOWN BARREL BARREL RISER TOP BARREL BARREL DRAW DOWN -TOP OF 010 ELEV. Q 100 ELEV. SPILLWAY WIDTH OF DEPTf10F SPILLWAY ANTI-FLOTATION DI551PATOR ADVERSE S ADVERSE SOIL CONDITIONS. IF AVAILABLE. POURED IN PLACE ~ LL.I O #3 BAR (TYPICAL EACH FACE) CONCRETE COLLAR .I ~
BASIN VOLUME PROVIDED ORIFICE SIZE LENGTH SIZE RISER UPPER INV. LOWER INV. ORIFICE DAM ELEVATION*" SPILLWAY SPILLWAY LINING CONCRETE SIZE # REO'D (CF) (CF) 51ZE ELEV. ELEV, ELEV, ELEV. ELEV. 2. RIP TI1E EP 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL L005E ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING U) -
I 44 535 65 345 3.5u 42" 50' 5' x 5' 506.40 502.25 502.00 504.00 509.70 507,E I 508,66 N/A N/A N/A NIA TxTx6" 12' x 6' x 30" Thk. Class B 3• REMOVE I SURFACE SURFACE REASONBLY SMOOTH AND UNIFORM. NOTE. CONCRETE SHALL BE 3000 PSI @ 28 DAYS
4. APPLY AGf LITTORAL SHELF - I' IN HEIGHT 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE REINFORCING STEEL, ASTMpA615, GRADE 60, FY - 60,000 PSI UNIFORMLY AND MIX WITH SOIL (SEE BELOW). ANTI-SEEP COL.I~A[Z DETAIL 11..J
AND 10'WIDE @ 10:1 SLOPE UNIFORM AROUND POND PERIMETER. 5. CONTINUE 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONABLY
NORMAL POOL LEVELTO BE 6" UNIFORM UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
BELOW THE TOP OF THE LITTORAL SHELF AND 6" A80VE THE B07TOM 6. SEED IN A 6. SEED IN A FRESHLY PREPARED SEEDBED AND COVER LIGHTLYWITH NTS
OF THE LITTORAL SHELF. SEEDING SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. Date:
FOREBAY EMBANKMENT WITH LEVEL OF 1 "RUNOFF 7. MULCH IN 7. MULCH IMMEDIATELY AFTER SEEDING AND ANGHOR MULCH. 10/03/08
MARSH PLANTS AND SPILLWAY VOLUME EMERGENCY SPILLWAY 8. INSPECT P TO PERMANENT POOL 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON. IF POSSIBLE. IF STAND Scale:
WHERE APPLICABLE RESEEDIN FREEBOARD - 1' MIN SHOULD I SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL I I " = 3O'
NORMAL POOL EMBANKMENT STABILIZED STORMWATER LEVEL WITH VEGETATION LME, FER LIME, FERTILIZER AND SEEDING RATES.
~ INLET PROTECTION EMERGENCY SPILLWAY ELEV. NOT RELEASED Draw°:
010 ELEVATION = _ - =1 I I=1 I I=1 I I-1 I I=1 I I=1 I_ TEM Po (ZARY SE ;ARY SEEDING CPM FOR CONSTRUCTION Checked:
I_I I I_I I I_I I I-III-I I I~ I I-III-_ 3. AMOUNT! TIME OF FERTILIZATIONI1000 SF. AJF
_ - _ _ _ - _ _ - •~S OUTLET AMOUNT! ~ ~ I I I_I I ~I I I_I I I_I I I_I I I_I I I_I I I_I I I_ Ji~oRA4J~t,TCr~.pIL~I % ~ Q - - - - - - - - 1000 SF. SEEDING INITIAL MAINTENANCE
N ~ -I ~ = I = _ - = I =1 I I I=1 I _ ~,°~°F PROTECTION GRASS TYPE I o0o sF. \ SEDIMENT I PERMANENT ~ ~ I III I I III III-III I I -I II I _ _ ~~1~, fi FOREBAY POOL I-I I I I I ~I I ~I 11=1 I _I 11=1 I I- 1=1 I I~ 11=1 I I= RYE GRAIN i -z LBS• I -2 LBS. NOV. THRU JAN. 25 LBS. f 0- 10- I 0 NA NA NA Protect No.
4 ~ BROWNTOP MILLS( I -2 LBS. I -2 LBS. JUNE THRU AUG. 25 LBS. f 0- 10- I 0 NA NA NA I ! 5-09
~
~..;~~~`/,~i~,~~.~,w ~ , ~ ~I:I ~ ~ ~ ~v~~f,~~~, PERMANENT 5E1 ANTI-SEEP \ ' ` J E NT SEEDING Computer Dwg. Name 115-09 water quality pond5.dwg
PRINCIPAL CoLIAR if.: iG. ' ~ AMOUNT/ NOTE: DRAWDOWN ORIFICE AT SPILLWAY AMOUNT/ TIME OF FERTILIZATIONI 1000 SF.
FOR WATER QUALITY BASINS INVERT FOR SKIMMER BARREL GRASS TYPE 1000 5F. CUT-OFF TRENCH, 10005F. SEEDING INITIAL MAINTENANCE
CnN\/FRTF~ FRt7M RISFR 5A91N5.
CLEAN SEDIMENT, REMOVE SKIMMER SELECTED PILL BERMUDA, COMMON 1-2 LB5. N 1-2 L155. APR. THRU JUNE 25 LBS. 10- 10- 10 MARCH - APRIL EACH 4-6 WEEK5 AUG. - 5EPT. :)heet No:
AND INSTALL DRAWDOWN ORIFICE PLACED IN LAYERS TO DIAMETER INDICATED AT NORMAL ANTI-FLOTATION BLOCK AND COMPACTED 2' MIN 12 L35. 10-10-10 1-2 LB5. N. 12 LB5. 10-10-10 NORTH
POOL ELEVATION. 5-7 LB5. SEPT. THRU OCT. 25 LB5. 10-10-10 FEB. - MARCH MAY * DEC. 5EPT. - OCT. 30' 0 30' 60' WQ= 1
FESCUE, TALL 5-7 LB5. (KENTUCKY 31) FEB. TNRU OCT. 12 LB5. 10-10-10 112 TO I LB. N. 12 LB5. 10-10-10 pm pq SCALE: I " = 30' (tioriz,) Of
SERICEA
LE5PEDEZA(5LOPE5) 1-2 L135. 1) 1-2 L135. MARCH TNRU APR. 25 LB5. 10-10-10 FEB. - MARCH 112 TO I LB. N. NA

map
x
7 ~ W 0 ~
i ~ ~`y, ~ d r` r r'
-1 ;1 r f t I f \ E 3.5 IRON DRAW 1 \ l 24" 24"
_ ~ i' D WN PIPE ~ ; f 0 ( 1 l / ` / ~ ~ r>~ ! ? -t-
~ ,~'J i i'. ~ r / - / s 1 \ (0 I t / ~ r , ~ j m
=v . f ~
i f' r 3" DEEP SURGE
~ ~ " ~ 1, ~ DRAW DOWN ORIFICE , ) STONE
~ ~ ~ ~ j,y t~ r INV. EL 5 { 1 r .Y f { i ~ \ F r 5" N
f r`.f ~ ~ E7~DISSIPA DER r, ~\1 r t. ' a~~r3, A
~ f ~P 1 ,F. ti
• 1 1 ~ , , pR i`y r ' ~ , ' ~ / i f! f 0000000 0000000 Q
• ~ , i , ~ ~ , 6 W X 6 THK. X 12 DEEP A cn PLAN SIDE ELEVATION W
~ \ / ~ E F , CONCRETE ANCHOR WITH v ~ ~
f ~ DRAW DOWN PIPE ~ E ~ ~ i- N ~ SLIP RESISTANT CLEATS z
` ~ EXTENDED THROUGH ~ \ ~ ~ 2 1; ~ - w
w i" f ~ ~ ,~r= INV.- 539.00 ~ ~ r~ i GRASS LINED s ~ 1 ~ ~ 0
~ ~ ~ if V ii. r 1 ~ ~ f , , CHANNEL 6 DEEP U J 2 O
t ~ ~ 6 LONG X 12 WIDE 1 -a 1 f,, 6 LF @ O% GRADE SLOPE ELEVATION o
~ ~ \ r ; 1 , ~ / pP l v, y . ,
, ~ ~ ,~y, 'z SI f ~ r \ SECTION #3 OR #4 REBAR CORR0510N RESISTANT MATERIAL ~
~ (RUBBER, PLASTIC) N
~ LT is ~ ~ W
t~ S> ~ ~ , , r ~ .v
' ~ ~ INSTALL JUTE NET LINER SECTION A-A 0
i ~ ~ ~ °z ~ f'~ 11 ( FOR STABILIZATION - Z
< ~ ~ ~ ~ PVC DRAW 0 Aw CHANNEL TO BE STANDARD SLfP RESISTANT MANt1OLE STEP DETAIL ' 'IPE GRADED @ O% SLOPE
~ r 1 xr' ~ DOWN PIPE G ~ / ~ / NT5
~ r \ r` ~ Q / w / ~ ~ f y s, ~ ~ ~ ` 1 f
r ~ ~ ~ DOMED TRA5H RACK ~
Q r,. ~ t ~ i\ ~ ~ ~ y ~ ~ ~ N0.6 REBAR W/ MAX. 12°
, ~ r ~ 1 J~ ~ , y. HORIZONTAL OPENING, MOUNTED ^ v ~7 ~
k~ ~ ~ ~ _ _ j ' WITH HINGES AND HOLD DOWN ~ Z Z Z ~ ' ' - CLASP WITHIN THE INSIDE LIP OP N
E l _ t t i, ~ ' ~ I STEEL ANTI-VORTEX PRE-CAST BOX. LID SHOULD OPEN ~ ~ ~ ~
SEE CHART BELOW F / PLATE ATTACHED AWAY FROM DAM. ~ ~ z ~
POND INFORMATIO \ , ~ . DP ~ , \ / j „ W/S.S. fARDWARE ~ ~ u ~
} ~ ~ 24 SPILL CURB- S,URFACE,:AREA ~ ~ ~ ~ .4 a I \ ,J " 12" L Z~>om `i ^ ~ `r a
\ ~ o E UiRLD-1'7 328 F v ~ R Q , ~ ~ .i ~ SCOPE ~ "11 IL ~
. ~ ~ ~ . 1 - ~ ~ _ , . F -STEPS F" ~ ~ ~ ~
SURFACE ARE ~ , , ~ ; , e ~ , b ~
;PROVIDED- 'I9, 4:. 1 - , ~ ~ - f ` 5'x5' GONGRETE RISER u,( ~ m
' w/6" Tf11CK SOLID WALLS
~ ~ ~ . ~ ~2 V' A~ ~,1~ ~ ~7~ ~ ~F ~ • I ~ '2 ~ A ta; r 9. ~ 1 1 1 MIN, BOX WEIGHT = 2 I ,442 LBS. ~ -I D o INCLUDINGANTI-FLOTATION REQ'D ~ \ Z ° o
~ 1 A' i~/~ ~ ~ ~t ~l' ~ . s ~I, 1f •~Y\. c. S. ~ 1 .~j ' f ` ~{x'>t`~~`_l EXTENDED VALVE o J U J
~ STEM W/SUPPORT
~ \ 3.. t ~ r ~ ~ ~ v~ v~ ~ v~ v. v~ v~ Rl 3" G~EP SURGE 3' O.C. WATERPROOF
! CG ~ STO STAINLE55 STEEL o STONE STEM GUIDES (TYP.) MASTIC (fYP.)
\ ~ I ; ~ ~ 0 ~a
I~; , ~ ~ ~ A I ~ <; ~ . - 1~ 4" PLUG VALVE GROUT TO
7 ~ '~/7 ~j ~ \ INVERT ~
PLAN VIEW r ` ~ 1 4" DIP DEWATER(NG 12° BARREL P e C \ 00 ~ • ! 4
~ / v ~ f/ 1 J i INLer ~:~d~4
t I l i~ ~ ~ ~ ~ ti R DETAIL INV.IN- 53,.00 .U ! ® . _
/ r NTS ~ , . ,1
v , /
5 ' NOTES: NOTE: CONTINUOUS RUBBER WATER5TOP5 SHALL BE ~~i~'Y~dQ~s'o~1Sl`J~~°e0®e
~ ` . / t PROVIDED AT ALL CONSTRUCTION JOINTS IN RISER ',r~rrfripgy~un~uu~
\ / ~ ~ ; MINIMUM DENSITY SHALL NOT BE LESS Tl1AN 95% OP MAXIMUM DRY DENSITY WITIi u' ~ / ~ ~ MOISTURE CONTENT WITf11N +1- 2% OF Tf1E OPTIMUM. EACH LIFT OF FILL SHALL BE Y DENSITY WITH AND SECTIONS SHALL BE STRAPPED 70GETHER iF PILL SHALL BE WISTAINLESS STEEL HARDWARE.
/ ~ ~ ~ r / ,r ~ / COMPACTED A5 NECESSARY TO OBTAIN TI1AT DENSITY. ALL COMPACTION IS ACTION 15
, ~ f / ~ , ~ DETERMINED PER AAStiTO MEftiOD T-99 (STANDARD PROCTOR}. RISEf~ DETAIL
\ \ y ~f \ DAM EMBANKMENT IS TO BE SEEDED IMMEDIATELY AFTER DAM CONSTRUCTION IS 'STRUGTION IS
~ A ~ 3 / ~ ~ COMPLETE. ;l~...• ~ / ~ ,z . SEEDBED PREPARATI0~1 =
1 \ / I \ _ ! . . ~ .q i E ~ S ~ ~ {L' ~ STORMWATER MANAGEMENT STRUCTURE 15 TO BE UTILIZED AS A TEMPORARY MPORARY 2' I.D. 2'
~ ~ ' ~ ` i \ ~ EROSION CONTROL DEVICE INITIALLY. ONCE CONSTRUCTION IS COMPLETED AND ; : MPLETED AND I .CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INGHES DEEP OVER M 6,~ 1
~ ~ f` ~ ~ \ ~ .E ~ UPSTREAM SURFACES HAVE BEEN PERMANENTLY STABILIZED, CONTRACTOR IS TO i' ~ ~ f y , ~ REMOVE ALL SEDIMENT FROM BASIN AND CONVERT TO PERMANENT WATER QUALITY FACTOR 15 TO ADVERSE 501E CONDITIONS. IF AVAILABLE. WATER QUALITY
i M1 ~ f ' ~ ~ STRUCTURE. Tt11S INCLUDES INSTALLING THE PROPOSED PLANTINGS ALONG THE i ALONG THE 2, RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
~ ~ - _ / r° ~ ~ LITTORAL 511ELF. • rv' k , , . ~ \4. d ; 3 " I j - - ~ r- -~r _ ~ ~ 3. REMOVE ALL L005E ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING ~ O
, , I SURFACE REASONBLY SMOOTH AND UNIFORM. WATERPROOF ~ ~ ~ ~
I ~ ~ ~ UNI ORMLY AND ML WITH SOLT(5EE B LOW). UPERPHOSPHATE MASTIC (TYP.) 2 z z ~ ~
, t ~ f. ~ ~ ~ I / l va ~ \ . f•, 3 \ J 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONABLY _ o O Z U
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCITES DEEP. _
6. SEED IN A FRE5HLY PREPARED SEEDBED AND COVER LIGHTLY WITH ~ SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. I D ~ I-- ~ O L
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. ~ ~ ~ W O
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR ~ ~
UAN, PLANTING NOTES: SYM. O BOTANICAL NAME COMMON NAME f1T. ROOT REMARKS RESEEDINGS WITHIN THE PLANTING SEASON. IF POSSIBLE, IF STAND Z
LANDSCAPE CONTRACTOR SHALL PROVIDE PLANT MATERIAL FROM WETLAND PLANTINGS LOCAL SOURCE TO ENSURE SURVIVABILITY. CONTRACTOR TO SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL 2' O V) 'L
LIME, FERTILIZER AND SEEDING RATES. ~ ~ U O
AA 15 PELTANDRA VlRGINICA ARROW ARUM 6"-8" 4" cont. PROVIDE SOURCE OF PLANT MATERIAL AND LOCATION FOR APPROVAL PRIOR TO INSTALLATION OF MATERIAL,
DP 25 SAGITTARIA LATIFOLIA DUCK POTATO 6 -8 4 cont. POURED IN PIACE W Z ~ O ~
LT 15 SAURURUS CERNUUS LIZARD TAIL 6"-8" 4" cont. A MINIMUM TWO-YEAR WARRANTY PERIOD ShALL BE PROVIDED NOTES: COTES: #3 BAR (TYPICAL EACf1 FACE} CONCRETE COLLAR ~ Q
FOR PLANT SURVIVAL AND REPLACEMENT, AT Tt1E END OF TI1E PW 30 PONTEDERIA CORDATA PICKERELWEED 6"-8" 4" cont. FIRST YEAR AND AGAIN AT TI1E END OF TI1E 2ND YEAR ALL PLANTS ! o-FOOT LITTORAL 0-FOOT LITTORAL SHEEP 15 TO BE PLANTED WITH THE FOLLOWING SPECIES RANDOMLY - I' 1 ~ , R
Tt1AT DO NOT SURVIVE MUST BE REPLACED. DUCK POTATO - s~ )UCK POTATO - SAGITTARI IATIFOLIA NOTE: CONCRETE SHALL BE 3000 P5I Q 28 DAYS W ~ L u 1
ARROW ARUM - PE ARROW ARUM - PELTANDRA VIRGINICA REINFORCING STEEL, ASTM A615, GRADE 60: FY -60,000 P51 W O
CONTRACTOR (DES ONTRACTOR(DEVELOPERTOPROVIDESHOPDRAWINGS/STRUCTURALDRAWINGSFOR ANTI-SEEP COLLAR DETAIL ~ ~
WATER QUALITY Tt1E HEADWALLS TC THE HEADWALLS TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CE GROUP ASSUMES JO RESPONSIBILITY FOR THE DESIGN, INSTALLATION, OR CONSTRUCTION OF THE ~„I
EMERGENCY MINIMUM ADD'L NO RESPONSIBILIT` RISER MIN. MIN, VOLUME DRAW DOWN BARREL BARREL RISER TOP BARREL BARREL DRAW DOWN TOP OF O 10 ELEV. O 100 ELEV, SPILLWAY WIDTH OF DEPTFI OF 5PILLWAY ANTI-FLOTATION DISSIPATOR REQUIRED HEADWA SQUIRED HEADWALLS. NTS
BASIN VOLUME PROVIDED ORIFICE SIZE LENGTIi SIZE RISER UPPER INV. LOWER INV. ORIFICE DAM ELEVATION** 5PILLWAY SPILLWAY LINING CONCRETE SIZE MINIMUM DENSITY MINIMUM DENSITY SHALL NOT BE LESS THAN 95% OF MAXIMUM DRY DENSITY WITH
# REO'D (CF) {CF) 51ZE ELEV. ELEV. ELEV. ELEV. ELEV. MOISTURE CONTEN MOISTURE CONTENT WITHIN +l- 2% OF THE OPTIMUM. EACH LIFT OF PILL SHALL BE
3 4 I ,703 75, 126 3" 42" 50' S' X 5' 544.80 537.00 536,00 542.00 547.55 545.99 546.55 N/A N1A NlA N/A T x T x I' 20' x 7.5' x 30" Thk. CIasS I COMPACTED A5 Nf ;OMPACTED A5 NECESSARY TO OBTAIN THAT DENSITY. ALL COMPACTION 15 )ETERMINED PER AA5HT0 METHOD T-99 (STANDARD PROCTOR).
DETERMINED PER A
LITTORAL SHELF - I' IN HEIGHT DAM EMBANKMENT )AM EMBANKMENT 15 TO BE SEEDED IMMEDIATELY AFTER DAM CONSTRUCTION 15 Date:
AND 10' WIDE @ 10: I SLOPE COMPLETE. AROUND POND PERIMETER ;OMPLEiE. I Q~Q3~Q8
NORMAL POOL LEVEL TO BE 6" FOR STRUCTURAL [ -0R STRUCTURAL DETAILS, SEE ATTACHED PLANS BY WETHERAL ENGINEERING. I ( Scale:
BELOW THE TOP OF 1HE LITTORAL BHELF AND 6" ABOVE THE BOTTOM L I"=30'
OF THE LITTORAL SHELF.
LEVEL OF I"RUNOFF TEMPORARY SE' FOREBAY EMBANKMENT WITH VOLUME ;ARY SEEDING T RELEASED Drag:
MARSH PLANTS AND SPILLWAY EMERGENCY 5PILLWAY AMOUNT/ TO PERMANENT POOL AMOUNT/ TIME OF FERTILIZATIONt1000 5F. CPM 1000 SF. SEEDING INITIAL MAINTENANCE FOR CONSTRUCTION Checked:
WHERE APPLICABLE GRA55 TYPE 1000 SF. FREEBOARD - !'MIN
NORMAL POOL EMBANKMENT STABILIZED RYE GRAIN I -2 LBS. STORMWATER LEVEL ~ WITH VEGETATION 1-2 LBS. NOV. THRU JAN. 25 LBS, 10- 10- I 0 NA NA NA A~ F
~ INLET PROTECTION EMERGENCY 5PILLWAY ELEV. BROWNTOP MILLET I -2 LBS. 1-2 LBS. JUNE TI1RU AUG. 25 LBS, 10- 10- I 0 NA NA NA Protect No.
OIOELEVATION = = = PE MANENT SEI R - =1 I I=1 I I=1 I I=1 I I=1 I ~I I- LENT SEEDING I i5-09
t~~~:~' I-11 I-11I~ I I-11I-11I-11I-111= ~ ~ AMOUNT! AMOUNT! TIME OF FERTILIZATION/1000 5F. Computer Dwg. Name
sro~~~nu E-r w ~ I C I-I ~ I-L-I ~ I-I ~ I-I ~ I-I ~ I-I ~ I-I ~ ~ 0 5F. ~ y~,oe =1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I III=1 I I=1 I I=1 I- °PF PROTECTION GRA95 TYPE I o0 1000 5F. SEEDING INITIAL MAINTENANCE 115-09 water o~uahty pond5.dwg
SEDIMENT ~ PERMANENT r1 - - - - - - - - - - - M,~, 3• - - - - - - - - - 'i III III-III-I I I_I I I I I_I I 1 111-III-I I I- r
..r,,'> l„ FOREBAY _ POOL A ON 12 LBS. - - BERMUD COMM - - - ~ - - - - - - - - ~ ~ C7 ~;A- N I -2 LBS. APR. THRU JUNE 25 LBS. 10- 10- I 0 MARCH -APRIL EACH 4-8 WEEKS AUG. -SEPT. 12 LBS. 10- 10- I 0 I -2 LBS. N. 12 LBS. 10- 10- I 0
_
oneec ,4o:
i / FE5CUE, TALL 5-7 L65. 5-7 LBS. SEPT. THRU OCT. 25 LBS. 10-10-10 FEB. - MARCH MAY * DEC. SEPT. - OCT. NORTH
(KENTUCKY 31) PRINCIPAL „ \ is \ COLIAREP NOTE: DRAWDOWN ORIFICE AT SPILLWAY FEB. TtiRU OCT. 12 L135. 10- 10- 10 112 TO I LB, N. 12L135. 10-10-10
FOR WATER QUALITY BA5IN5 INVERT FOR SKIMMER BARREL 30' 0 30' 60'
CONVERTED FROM RISER BA51N5, CUT-OFF TRENCH, SERICEA CLEAN 5EDIMENT, REMOVE 5KIMMER SELECTED FILL LESPEDEZA (5LOPE5) 12 LBS. ) 1-2 LBS. MARCH THRU APR. 25 LBS, 10-10-10 FEB. - MARCH 1 /2 TO I LB. N. NA
D AND IN5TALL DRAWDOWN ORIFICE PLACED IN LAY C F SCALE; I" = 30' (Honz.) Of
TO DIAMETER INDICATED AT NORMAL ANTI-FLOTATION BLOCK AND COMPACTED 2' MIN POOL ELEVATION.

3.5"IRON DRAW ~ W 0
DOWN PIPE 24" 24" 4~~ ~ Q D N
co
t 3" DEEP SURGE
DRAW DOWN ORIFICE STONE
~ INV. EL= 536.00 1 5"
'rl fV / ~ fV y,=,
A ,`~;.,t,
~k 0000000 0000000
. ~ 6" W X 6" THK, X 12" DEEP A z
CONCRETE ANCHOR WITH PLAN 51DE ELEVATION O_
DRAW DOWN PIPE
XTENDED THROUGH E w ~ ~
/ ~ ~ ~ INV.= 535.50
~ GRASS LINED F, CHANNEL6"DEEP - SLIP RESISTANT CLEATS ~
~ 6' LONG X 12"WIDE
SEE CHART BELOW FOR - ~ ~ 6 LF @ 0% GRADE SLOPE ~
i` ~ , ` POND INFORMATION SECTION =CTION ~
SURFACE AREA J
REQUIRED- 6,911 SF , k ~ ELEVATION W #3 OR #4 REBAR ~
SURFACE AREA ~ ~ ~ ~ ~ CORR0510N RESISTANT MATERfAL N
- ~ (RUBBER, PLASTIC) ~
PROVIDED- 8 954 SF ~ ~ ' _ ~ ~ ~ ~ INSTALL JUTE NI (STALL JUTE NET LINER
~ ~ F ' ~ FOR STABILIZAT DR STABILIZATION O
~ PVC DRAW CHANNEL TO BE i Z HANNEL TO BE SECTION A-A
` D WN PIPE GRADED 0% a RADED @ 0% SLOPE
ift ~ 1 z / , STANDARD SLIP RESISTANT MANf~10LE STEP DETAIL
N' NTS
L-EVE , U
~~y ~ DOMED TRASH RACK ~ / p r ~
~ i~'~ it, , , ;f ~ ~ ~ ~ I ~ ~ , „ ' ~ ~ ~ \ i' ~ s ~ I N0.6 REBAR W! MAX. 12" ^ U ~J `f ~ HORIZONTAL OPENING, MOUNTED
. A\~~~ ~ . R ` , , , , ~ `PRO OSED I WITH HINGES AND HOLD DOWN ~i.~.,i Z ~ N
, ~ CLASP WITHIN THE INSIDE UP OF ~ ~ ~ STEEL ANTI-VORTEX PRE-CAST BOX. LID SHOULD OPEN ~ U ~
R~ET~I ING V II~~ ''II II z PLATE ATTACHED AWAY FROM DAM. ~ ~ W W ~
, pTE ~ ~W L ' ET~DI , ~ ~ , W/S.S. HARDWARE o ~ ~ \ u m
TL ~ ~ , ~ ~ \ 24"SPILL CURB S ~ ' ~ , / om . 12„ ~ ~ Z ~ j y~ x
s SLOPE ` ~ ~ . ~ v.
.I~ ' v i`,~~~ -STEPS (vim J v ~
j / ~ ' ~ ;i r~ shy. )'i %,~`f 5'x5' CONCRETE RISER W
wl6 TI11CK 50LID WALLS O J ~
w ~ ~"``L ~,tl L.. . ` i \ `tit y{, t ~ l L~ MIN. BOX WEIGHT = 6,100 LBS. -7 ~ o INCLUDING ANTI-FLOTATION REO'D Z ~ Z o
. `l z„ ~ 1 v i r a p
I.. a {`y ~ {t`.`~ i iyi~ A„ ~ . , ~ ~ ~ y `L `V ~Ji Ji ~ ~ Vi ~ 15.. _ k', ~ EXTENDED VALVE L~ ~ U J
. ~ . ~ 16 ~ ,
' li' ~ J ~ t y ~ ~ ~ ~ ~ 3.. G~EP SLI~GE w w.,, .EP SLI~GE STEM W/SUPPORT 3' O.C.
i, STONE VE STAINLESS STEEL o WATERPROOF
~ R ~ V ~ ~ 6 * 1 i y~. STEM GUIDES (fYP.) MASTIC (TYP,)
~
~ '1
F % Y V PLAN VIE . 4" PLUG VALVE GROUT TO ``\`,,,,~il~nnniXrnpru,,,,
4 ~ ~ ~,i ~ ~ i rr.~ INVERT ~ s°a o
1 ~ i L 4" DIP DEWATERING 12° BARREL ~ w~~~~ ~ INLET rrr:~r ~ p
` INV.IN= 535.00 y U ~o ~ • a
, , , ~ NTS :Z ~ "LL1 y +6,s t'
~ ~ , ~ ,
~ NOTES, , NOTE: CONTINUOUS RUBBER WATERSTOPS SHALL BE ~°~~~i,~l~rrrrr,llkrr"` \
, ' , ~ ~ ~ ~ ~ MINIMUM DENSITY SHALL NOT BE LESS THAN 95% OF MAXIMUM DRY DENSITY WITH PROVIDED AT ALL CONSTRUCTION JOINTS IN RISER
h ~ l ~ MOISTURE CONTENT WITHIN +l- 2% OF THE OPTIMUM. EACH LIFT OF FILL SHALL BE AND SECTIONS SHALL eE STRAPPED 70GETHER
j ~ % j COMPACTED A5 NECESSARY TO OBTAIN THAT DENSITY. ALL COMPACTION IS - ; - ~ 1 e. ` 2~ ` ~ n ; ' DETERMINED PER AA511T0 METHOD T-99 (STANDARD PROCTOP~. W/STAINLESS STEEL HARDWARE.
, ~ RISER DETAIN
~ DAM EMBANKMENT 15 TO BE SEEDED IMMEDIATELY AFTER DAM CONSTRUCTION IS ,
~ ~ COMPLETE. , ~ , t. ..m. ~ ti ~ ~
•d~, ~ hi ~ t STORMWATER MANAGEMENT STRUCTURE IS TO BP UTILIZED A5 A TEMPORARY 1 Y f SEEDBED PREPARATION _
~T, - EROSION CONTROL DEVICE INITIALLY. ONCE CONSTRUCTION IS COMPLETED AND UPSTREAM SURFACES HAVE BEEN PERMANENTLY STABILIZED, CONTRACTOR 15 TO E 2' LD. 2'
t ~ . , ~ ~ I . CI- p~ . I t , i ~ REMOVE ALL SEDIMENT FROM BA IN AN NV ADV I .CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER 6" ADVERSE SOIL CONDITIONS. IF AVAILABLE. ;~v ~
/ f' 0; STRUCTURE. THIS INCLUDES INSTALLING THE PROPOSED PLANTINGS ALONG THE f ~ ~0' ~ LITTORAL SHELF.
~ ~ n 2. RIF r ~ I ttl 2. RIP THE ENTIRE AREA 70 6 INCHES DEPTH. 'I ,I ~ O
~ r ,;Z 0 i 3. RE ~ 5l i' ~ 7 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING ~ O SURFACE REAS0ABLY SMOOTH AND UNIFORM. WATERPROOF ~ ~ ~ S'
4. AP 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE MASTIC ("fYP.) 2 z z Z U
UP UNIFORMLY AND MIX WITH 501E {BEE BELOWj.
5. CC Uf 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONABLY O O UNIFORM SEEDBED IS PREPARED 4 TO 6 INCITES DEEP. ~
6, SE 6. SEED IN A FRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH I•D• ~ ~ ~
Sf SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. ~ ~ ~ ~ L.
PLANTING NOTES: ML 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. ~ ~ LL I-- O
SYM. QUAN. BOTANICAL NAME COMMON NAME FIT. ROOT REMARKS 8. IN: 8. INSPECT ALL SEEDED AREAS AND MAKE NEGE55ARY REPAIRS OR ~ z
LANDSCAPE CONTRACTOR St1ALL PROVIDE PLANT MATERIAL FROM RI RESEEDINGS WITHIN THE PLANTING SEASON. 1F POSSIBLE. 1F STAND 2' O ~ L
WETLAND PLANTINGS LOCAL SOURCE TO ENSURE SURVIVABILITY, CONTRACTOR TO SI SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL U LIME, FERTILIZER AND SEEDING RATES. ~ I-- ~ 0
I I ARROW ARUM 6"-8" 4" cont. PROVIDE SOURCE OF PLANT MATERIAL AND LOCATION >=0R LII AA 16 PELTANDRA VIRG N CA APPROVAL PRIOR TO INSTALLATION OP MATERIAL.
DP 16 SAGITTARIA LATIFOLIA DUCK POTATO 6"-8" 4" cont. z ~ 0 POURED IN PLACE J O ~ O
LT 16 SAURURUS CERNUUS LIZARD TAIL 6"-8" 4" cont. A MINIMUM TWO-YEAR WARRANTY PERIOD SHALL BE PROVIDED OTES: #3 6AR (TYPICAL EACH FACE) CONCRETE COLLAR ~ ~~n
FOR PLANT SURVIVAL AND REPLACEMENT. AT TI1E END OF THE NOTES: PW 16 PONTEDERIA CORDATA PICKERELWEED 6"-b" 4" cont. FIRST YEAR AND A6AiN AT Tf1E END OE TI1E 2ND YEAR ALL PLANTS
I 0-FOOT LITTORAL Tt1AT DO NOT SURVIVE MUST BE REPLACED, DUCK POTATO - 5At -FOOT LITTORAL SHELF IS TO BE PLANTED WITH THE FOLLOWING SPECIES RANDOMLY - NOTE: CONCRETE SHALL 8E 3000 PSI @ 28 DAYS ~ ~ ~ v , JCK POTATO - SAGITTARi LATIFOLIA ('(1 W O
ARROW ARUM - PEC ZROW ARUM - PELTANDRA VIRGINICA REINFORCING STEEL, ASTM A615, GRADE 60: FY - 60,000 PSI 11..++~~
CONTRACTOR(DEVI THE HEADWALLS TO DNTRACTOR(DEVELOPERTOPROVIDESHOPDRAWINGS/STRUCTURALDRAWINGSFOR ANTI-SEEP COLLAR DETAIL W ~ ~ 1E HEADWALLS TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CE GROUP A55UMES
NO RESPONSIBILITY D RESPONSIBILITY FOR THE DESIGN, INSTALLATION, OR CONSTRUCTION OF THE NT5
WATER QUALITY REQUIRED HEADWAL EMERGENCY MINIMUM ADD'L :QUIRED HEADWALLS.
RISER MIN, MIN. VOLUME DRAW DOWN BARREL BARREL RISER TOP BARREL BARREL pRAW DOWN TOP OF O 10 ELEV, Q 100 ELEV. SPILLWAY WIDTH OF DEPTH OF SPILLWAY ANTI-FLOTATION DISSIPATOR MINIMUM DENSITY r INIMUM DENSITY SHALL NOT BE LESS THAN 95% OF MAXIMUM DRY DENSITY WITH
BASIN VOLUME PROVIDED ORIFICE SIZE LENGTH SIZE RISER UPPER INV. LOWER INV. ORIFICE DAM ELEVATION" SPILLWAY SPILLWAY LINING CONCRETE SIZE MOISTURE CONTENT # REC~'D (CF} (CF) 51ZE ELEV. ELEV. ELEV. ELEV. ELEV. COMPACTED AS NEt OISTURE CONTENT WITHIN 2°h OF THE OPTIMUM. EACH LIFT OF FILL SHALL BE OMPACTED AS NECESSARY TO OBTAIN THAT DENSITY. ALL COMPACTION IS
" ' 6. 0.33 38.4 39.33 N A N A N ! A NIA N / A ! 2' x 6' x 30" Thk. Class B DETERMINED PER AP °TERMiNED PER AASHTO METHOD 7-99 (STANDARD PROCTOR).
4 13,853 21,764 2 24 56 4 x 4 537,90 535.00 534.50 53 00 54 5 5 5 I I LITTORAL SHELF - I' IN HEIGHT DAM EMBANKMENT Date: 4M EMBANKMENT IS TO BE SEEDED IMMEDIATELY AFTER DAM CONSTRUCTION I5 I Of O3IO8
AND I O' WIDE @ ! 0:1 SLOPE COMPLETE. OMPLETE.
AROUND POND PERIMETER. NORMAL POOL LEVEL TO BE 6" Scale:
BELOW THE TOP OF THE LITTORAL FOR STRUCTURAL D SHELF AND 6" ABOVE THE BOTTOM ~R STRUCTURAL DETAILS, SEE ATTACHED PLANS BY WEfHERAL ENGINEERING. I I ° = 3Q'
OF THE LITTORAL SHELF,
TEMf~ORARY SEEDING FOREBAY EMBANKMENT WITH LEVEL OF I"RUNOFF 'EEDI NG T RELEASED Drawn:.
MARSH PLANTS AND SPILLWAY VOLUME EMERGENCYSPILLWAY AMOUNT/ TI TO PERMANENT POOL UNT/ TIME OF FERTILIZATION/1000 SF. CPM SF. SEEDING INITIAL MAINTENANCE FOR C®NSTRUCTION Checked:
WHERE APPLICABLE GRASS TYPE 1000 SF. 51 FREEBOARD - I' MIN
NORMAL POOL EMBANKMENT STABILIZED RYE GRAIN I -2 LBS. NOV. 1 STORMWATER LEVEL WITH VEGETATION .BS. NOV. THRU JAN. 25 LBS. 10-10-10 NA NA NA AJF
INLET PROTECTION BROWNTOP MILLET I -2 LBS. JUNE T EMERGENCY SPILLWAY ELEV. .BS. JUNE THRU AUG. 25 LBS. 10-10- I 0 NA NA NA Protect No.
ING oIOELEVaTION - - - - - PERMANENT SEED SEEDING 115-09
-1I I-1I I-1I I-1I I-1I I-1 I- =1I==- ~ III III III III ~ III III = 3, AMOUNTi TI UNT/ TIME OF FERTILIZATION(1000 SF. Computer Dwg, :Name
W -III-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I__ ' S~ OUTLET GRASS-TYPE I o00 5F. si S",~Otiti'NATEk INLET l ~ OQ Op PROTECTION 5F. SEEDING INITIAL MAINTENANCE 115-09 water o~uahty pond9.dwg
SEDIMENT , PERMANENT ~ 5~ .III-1 ~ 1=1 ~ 1=1 ~ 1=1 ~ 1=1 ~ 1=1 ~ I I I 1=1 ~ 1=1 ~ 1=1 F~,
~ . r~ '`T ~ ~ FOREBAY ~ ~ ~ POOL ~ I I ( I ~ I=1 ~ I=1 ~ I=1 I -I ~ I=1 ~ I- ~=1 ~ (I=1 ~ I = ~ BERMUDA, COMMON I -2 LB5. APR. T CJ .BS. APR. THRU JUNE 25 LBS. 10- 10- I 0 MARCH -APRIL EACH 4-8 WEEKS AUG. - 5EPT. 12 LBS. 10- 10- I 0 I -2 LBS. N. 12 LBS. 10- 10- I 0

Ilqm i z)neec ,4o:
l FESCUE, TALL 5-7 L85. SEPT. -35. 5EPT. THRU OCT. 25 LB5. 10-10-10 PEB. - MARCH MAY $ DEC. 5EPT. - OCT. NORTH
PRINCIPAL ANTI-SEEP \ < (KENTUCKY 31) FEB. TI COLLAR fEB. THRU OCT. 12 L135. 10-10-10 1 /2 TO I LB. N. 12 LB5. 10-10-10
NOTE: DRAWDOWN ORIFICE AT SPILLWAY FOR WATER QUALITY BASINS INVERT FOR SKIMMER BARREL CUT-OFF TRENCH, 5ERICEA 30' 0 30' 60' WQ=4
CONVERTED FROM RISER BASINS, SELECTED FILL LE5PEDEZA (5LOPE5) 1-2 L85. MARCt CLEAN SEDIMENT, REMOVE SKIMMER _135. MARCH THRU APR. 25 LB5. 10-10-10 FEB. - MARCH 1 /2 TO I LB. N. NA
AND INSTALL DRAWDOWN ORIFICE PLACED IN LAYERS SCALE: I" = 30' (Honz.) Of
ANTI-FLOTATION BLOCK AND COMPACTED TO DIAMETER INDICATED AT NORMAL 2' MIN POOL ELEVATION.

f 1 . r' .;1 rj i j 1 , \ , f r r - ~ f ~ s
r , . . t • , ~T ~ 1 / ' ~ _ , ~ W 0
l P' r 3.5" IRON DRAW , , \J ~ ~ ' ~ r ~i ~ ~ 24" 24" 4.. ~ Q ~ ~
1-''' , ~ ~ ~ z DOWN PIPE
~ ~ ~ ~ ~ ,1 ~ ~ co ~ io
, ~ J~ ,
I ` ~ ,fit d~ 3" DEEP SURGE STONE
I ~ ~ DRAW DOWN ORIFICE . ~ f' ~ ~ /y # _ ' ~ INV. EL 54 .0 ~ ' ~ - 5"
"J t I ~ ~
i~ If+ ! ' ~ '?a , f , l~ / /
0000000 0000000
tF ~ ~ j \ / l_, f \ \ / e+' A Z
~ ~ r` i % .v ~ 6" W X 6" THK. X 12"DEEP , / / ~ / ~ PLAN SIDE ELEVATION O_ N
, r'` / ~ ~ CONCRETE ANCHOR WITH , ~ • ~ , _ . r f/ '
, ~ ~ DRAW DOWN PIPE i' E ~ EXTENDED THROUGH to
f ~ ' r ~ f _ i , ' f INV.- 536.00 • . r.., r j ~ ~ z
~ ~ ~ . sr.,a,.. SS LINED 0 ~ ~ _ ~ • SLIP RESISTANT CLEATS ~
C R ,r ' ~ i g CHANNEL 6 DEEP ~ / 3 1 0
Sts ~ _ ~ ,r'" ~ I 6' LONG X 12"WIDE , t , 6 LF @ 0% GRADE SLOPE ~ 0
i F q ~ / ~ 1 ~ O '=CTION -----12" o
M G ;F SECTION , , . F F ~ .
. ; r ~ ~ ~ ~ 0 1~ ; ELEVATION #3 OR #4 REBAR
,.ti f ~ ' ~ :6~ ~ CORROSION RESISTANT MATERIAL n
r ~ ~ s ~ i ~ ~ , , (RUBBER, PLASTIC) ~
~ ~ ~ ~ ~ INSTALL r ~ , ~ ~ FOR SU INSTALL JUTE NET LINER / FOR STABILIZATION
3 ~ ~ ~ \ \ / ~ .,A ~ / I, I \ PVC DRAW CHANNE j ~ CHANNEL TO BE O _z
i E ~ DOWN PIPE GRADE[ , t GRADED @ 0°/a SLOPE SECTION A-A
t. ~ ~ i
FOR ~ . Y , ~ ~ W `l' ~ ; STANDARD SLIP RESISTANT MANHOLE STEP DETAIL
6 I'I ~ NTS
U
~ l ~ zi ~ A. a ' ~ , f ~ € €
~ I , ~ , ~ , i - _ I ~ ~ - n~ ~ , 'U ~ [ DOMED TRASH RACK n ~ N0.6 RFBAR W/ MAX. 12" 7 Z
, Sj I E , 1 r . / i 3 HORI20NTAL OPENING, MOUNTED ` - ~ cw it i 3 ~
/ . , WITH HINGES AND HOLD DOWN ~ ~ u ~
f ~ , i CLASP WITHIN THE INSIDE LIP OF ~ ~ W I'I ~ ~ STEEL ANTI-VORTEX PRE-CAST BOX. LID SHOULD OPEN W
v, ~ r ~ / ~ ~ , 24 SPILL CUR ~ / ~ ~ . , r ` , , • PLATE ATTACHED AWAY FROM DAM. O Z
j' @ o°~dGRApE ~ f / x, ~ ~ ~ , W(5.5. HARDWARE ~ ° QZ~~x
~ i ~ ~ ~ v SCOPE l ~ e l , i , , ' _ ~ ~ / , 12" J a o
~ 7 ~ 3 ~ `t. ~:s` >~t~t.. 1i `x t.c ~ ~ ~ ~ ~m V
1 i ~ L ~ ~ ~a; S.( .t S 'a. ~ ~t.:.; S'Z. s~~`;` t STEPS Z ~ ~ UJ
' m
f / , ~ /:t'`.` 5'x5' CONCRETE RISER D ~m JD
i' Ff ./r y I ~b`l~ ~ ~i , ,t Yet ly'- f / / 4 ~ • \ ~v~ t E ~ a .~E . . . , v, ~ w/6" Tt11CK 50LID WALLS ~
/ j t V ~ ~ `;cif, ;;~i~ ~ ':~I ~ ~ ~,t ~ 'i~t, ~°~Li~"t~,~',ti ~ ~ MIN, BOX WEIGHT = 20,409 LBS. ~ ~ ~ o
~ 0 ` ` ` ° ` oll INCLUDING ANTI-FLOTATION REQ`D ~ - Q = ~ ~
~ ~ ~ I ~ ~ ~ ~ v ~ ~ ~ ~ ~ ~ 3 G~EEP Sl ~ ~ ~ ~ ~3" GlEEP SU~tGE i 5 ~ U
} STONE ~ ~ ~ , STONE EXTENDED VALVE STEM W/SUPPORT
- ~ ~ \ 6' j S 3' O.C.
I J` ~ ~ N STAINLESS STEEL o WATERPROOF
/ t .y i / ° ~ ~ ~ STEM GUIDES (TYP.} MASTIC (Tl'P.)
~ SEE CHA~2T BLOW ~'OR ~ ~ ~ ~ PLAN VIEW r~ ````~ssamtuwX un„rrnr
ONa`INFORMATION ~ ~ 1 ti ~ ~ ' ~ l
SURFA E A EA G' PLUG VALVE ~~O~Q,°~8.¦•¦,,. ® j.,~, INVERT
~ R ~ D= 2D~ 395 S F r ~ REQUO ~ , > ~ ETAI L ~ GROUT TO r BARREL
~ f' / Ll" ~ ' ~ 1'`, SUR~~ACE~AREA ~ NTS 4" DIP DEWATERING ~ ~ 4 ~ INLET U ~ ~ '
1 / 20 ~ ~ I 'PROVfDEO 23 804 SFf` ~ ~ l~ ~ ~ ~ ~ INV.IN= 535.00 ; ti 26> ~ • w 5
E { ~ % ~ i NOTES: w , ~ r,~ s°p~ ®e
~ ~ /
I ~ ' i ~ s t MINIMUM DENSITY 5t1ALL NOT BE LE5S Tt1AN 95% OP MAXIMUM DRY DENSITYWITII w ~ ~ ~ ~ MOISTURE CONTENT WITHIN +1- 2% OF TtiE OPTIMUM. EACH LIFT OF FILL SHALL 8E ALLIBE NOTE: CONTINUOUS RUBBER WATERSTOPS SHALL BE ''',~r+r+rrrrrrmrri puss
~ ' ' 1/ ? ~ COMPACTED A5 NECE55ARY TO OBTAIN TF1AT DENSITY. ALL COMPACTION IS PROVIDED AT ALL CONSTRUCTION JOINTS IN RISER
~ / / % DETERMINED PER AA5HT0 METHOD T-99 (STANDARD PROCTOR). ~ o ER~' Oa ~ ~ , ~ ~ AND SECTIONS SHALL BE STRAPPED TOGETHER
A ~ , f;. ~ DAM EMBANKMENT 15 TO BE 5EEDED IMMEDIATELY AFTER DAM CONSTRUCTION IS ION 15 WISTAINLESS STEEL HARDWARE.
_ t; ' ~ ~ ~ COMPLETE. ` ~ ( ~
f ; ~ I ~ ~ STORMWATER MANAGEMENT STRUCTURE 15 TO BE UTILIZED A5 A TEMPORARY I ~ , 'Y SEEDED PREPARATION MISER DETAIL
, ` 3 ~ - P 'O~ i ~ i - ~ F ` ~ ~ ~ ~ ~ ER0510N CONTROL D~VICE INITIALLY. ONCE CONSTRUCTION IS COMPLETED AND . ; r / j' , ~ ,F _ . - ~ UPSTREAM SURFACES HAVE BEEN PERMANENTLY STABILIZED, CONTRACTOR IS TO AND Z IS TO I .CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ~
1 - , ~ ~ REMOVE ALL SEDIMENT FROM BA51N AND CONVERT TO PERMANENT WATER QUALITY
/ ~ - ~ ~ ~~4,,, ` ; ; ~ STRUCTURE. T}115 INCLUDES INSTALLING Tt1E PROP05ED PLANTINGS ALONG TF1E ~ ~ / THELI~ ADVERSE 501E CONDITIONS. IF AVAILABLE, 2' I.D. 2' ~ " '
' z ~ LITTORAL SFIELF. . f , ~ ~ f . , 1 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. 6 ® ~
1 ~ ' , 3 , i , f ;E, 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING ~ ~ ~ o SURFACE REASONBLY SMOOTH AND UNIFORM.
545 ~ ~ ~ ~ ~ z a ~ . , f , i i f i i s / e. - i ~ . , - ! I APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE 7~ ~ S-
f i t i ~ t ~ ~ ' ' ~ ~ z ' ~ t r i . ( UNIFORMLYAND MIX WITH SOIL (SEE BELOW). WATERPROOF Z z
, I i ' ' 'I , 3 Ii i J ~ ' COMMON 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONABLY 2' Z { 1 UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. MASTIC (1YP,) 0 O _ v
, f 7 f / ~ ' ~ OPE~I,SPAC~ 6. SEED IN A FRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH _ ~ ~
I ~ ,E . ~ # ( f . LEVEL SPREADS ~ / SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. ~ ~ ® ~
t' ~ 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. i,p, ~ O
, ~ ~ / 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR Zjl
0 TLET DISSIPATER ' # t / RESEEDINGS WITHIN THE PLANTING SEA50N. IF P05SIBLE. IF STAND I~ Q
+ I ~ fir' ~ ~ i~ ~ zL % r 1 ~ I' ~f 1 d i f ~ SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL ~ L, LIME, FERTILIZER AND SEEDING RATES. 2~ O ~ ( ~
! 1 ~ , i s ~ : l! t ! E ~z~~0 0
NOTES: OTES. ~ 0 ~ ~ 0
PLANTING NOTES: -FOOT LITTORAL SHELF IS TO BE PLANTED WITH THE FOLLOWING SPECIES RANDOMLY- POURED IN PLACE
SYM. QUAN. COMMON NAME NT. ROOT REMARKS lo-FOOTUrroRAL. BOTANICAL NAME LANDSCAPE CONTRACTOR St1ALL PROVIDE PLANT MATERIAL FROM DUCK POTATO - 5A( JcK POTATO - SAGITTARI LATIFOUA #3 BAR (Il'PICAL EACH FACE) CONCRETE COLLAR
LOCAL 50URCE TO ENSURE SURVIVABILITY. CONTRACTOR TO ARROW ARUM - PEC BROW ARUM - PELTANDRA VIRGWICA
WETLAND PLANTINGS PROVIDE SOURCE OF PLANT MATERIAL AND LOCATION POR ONTRACTOR I DEVELOPER TO PROVIDE SHOP DRAWINGS I STRUCTURAL DRAWINGS FOR NOTE: CONCRETE SHALL BE 3000 P51 @ 28 DAYS ~ J O
APPROVAL PRIOR TO INSTALLATION OP MATERIAL. CONTRACTOR ~ DEv AA 42 PELTANDRA VIRGINICA ARROW ARUM 6 -8 4 cont. THE HEADWALLS TO 1E HEADWALLS TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CE GROUP A55UME5 REINFORCING STEEL, ASTM A6 15, GRADE 60: FY - 60,000 P51
DUCK POTATO 6"-8" 4" cont. _ A B I E NO RESPONSIBILITY DP 30 SAGITtARIA LATIFOUA A MINIMUM TWO YEAR WARRANTY PERIOD 5h LL E PROV D D REQUIRED HEADWAL D RESPONSIBILITY FOR THE DESIGN, INSTALLATION, OR CONSTRUCTION OF THE °QUIREDHEADWALLS. ANTI-SEEP COLLAR DETAIL LU
LT 20 SAURURUS CERNUUS LIZARD TAIL 6"-8" 4" cont. FOR PLANT SURVIVAL AND REPLACEMENT, AT TFiE END OF TI1E
„ FIRST YEAR AND AGAIN AT TtiE END OF Tt1E 2ND YEAR ALL PLANTS MINIMUM DENSITY INIMUM DENSITY SHALL NOT BE LESS THAN 95% OF MAXIMUM DRY DENSITY WITH 015TURE CONTENT WITHIN +I- 2% OF THE OPTIMUM. EACH LIFT OF FILL SHALL BE NT5
PW 46 PONTEDERIA CORDATA PICKERELWEED 6 -8 4 cont. Tf1AT DO NOT SURVIVE MUST BE REPLACED. MOISTURE CONTENT COMPACTED A5 NE( OMPACTED A5 NECE55ARY TO OBTAIN THAT DENSITY. ALL COMPACTION l5
DETERMINED PER AF WATER QUALITY ETERMINED PER AASHTO METHOD T-99 (STANDARD PROCTOR).
EMERGENCY MINIMUM ADD'L RISER MIN, MIN. VOLUME DRAW DOWN BARREL BARREL RISER TOP BARREL BARREL DRAW DOWN TOP OP O 10 ELEV. Q 100 ELEV. SPILLWAY WIDTH OF DEPTH OF SPILLWAY ANTI-FLOTATION DISSIPATOR DAM EMBANKMENT AM EMBANKMENT IS TO BE SEEDED IMMEDIATELY AFTER DAM CONSTRUCTION IS
BASIN VOLUME PROVIDED .ORIFICE SIZE LENGTH SIZE RISER UPPER INV. LOWER INV. ORIFICE DAM ELEVATION** SPILLWAY SPILLWAY LINING CONCRETE SIZE COMPLETE. OMPLETE. Date:
# REO'D (CF) (CF) 'SIZE ELEV. ELEV. ELEV. ELEV. ELEV. FOR STRUCTURAL D 10103108 ~R STRUCTURAL DETAILS, 5EE ATTACHED PLANS BY WETHERAL ENGINEERING.
5 41,458 68,486 3.5" 36" 80' S' X 5' 542.40 535.00 534.35 540,00 545.55 543.53 544,55 NIA N 1 A N / A N/A T x T x I' 24' x 9' x 30" Thk. CIasS I
LITTORAL SHELF - I' IN HEIGHT AL DESIGN 5ca'e. I" = 30~
AND 10' WIDE @ 10:1 SLOPE AROUND POND PERIMETER.
NORMAL POOL LEVEL TO BE 6" T ~ M P O RA fZY S E E BELOW THE TOP OF THE LITTORAL LEVEL OP I"RUNOFF ARY SEEDING NOT RELEASED Drawn:
SHELF AND 6" ABOVE THE BOTTOM VOLUME EMERGENCY 5PILLWAY AMOUNT/ AMOUNT/ TIME OF FERTILIZATION/ 1000 SF. C('M
OF THE LITTORAL SHELF. GRA55 TYPE 1000 5F. FREEBOARD - I' MIN 1000 SF. SEEDING INITIAL MAINTENANCE FOR CONSTRUCTION Checked:
NORMAL POOL EMBANKMENT STABILIZED RYE GRAIN I -2 LBS. FOREBAY EMBANKMENT WITH LEVEL WITH VEGETATION I -2 LBS. NOV, THRU JAN. 25 LBS. 10- 10- I 0 NA NA NA A,JF
MARSH PLANTS AND SPILLWAY BROWNTOP MILLET I -2 LBS. ~ TO PERMANENT POOL EMERGENCY SPILLWAY ELEV. I -2 LBS. JUNE THRU AUG. 25 LBS. 10- 10- I 0 NA NA NA Protect No.
WHERE APPLICABLE QIOELEVATION = _ _ _ = PE(`MANENT SEE ENT SEEDf NG 115-09
=1 11=III=III=1 I I~ I I=1 STORMWATER ~ = I= 1= I I=III= (=I ((=I I ` III I I I I I _ 3: AMOUNT/ AMOUNT/ TIME OF FERTILIZATION/1000 SF. Computer Dwg. Name
' INLET PROTECTION ~ ~ -I i ~I I I=I (I=) I ~I ~ 1=III=I ~ (=I ~ I=) I I=_ ~ S~ OUTLET 1000 5F. ~~ORMI+F,:_K INI:T ~ ~ OQ~ - - - - - - - OpS PROTECTION GRA55 TYPE 1000 5F. 5EEDING INITIAL MAINTENANCE 1 15-09 water quality ponda.dwg
~ ~ ~ y h~ =III-III-I I ~I I ~I I I-I I ~I I I III-III-I I I_I I - , SEDIMENT ~ r I PERMANENT 3'\ I III III=I I I=I I I-III I I=I (I=I I ( _ ~9{~ BERMUDA, COMMON I -2 LBS.
,i 2 /r:~/i' FOREBAY ~ / POOL - - - - - - - - - I -2 LBS. APR. THRU JUNE 25 LBS. 10- 10- I 0 MARCH -APRIL EACH 4-8 WEEKS AUG. -SEPT. I Z LBS. 10- 10- I 0 I -2 LBS. N. 12 LBS. 10- 10- I 0
4 L, ,.J. hl...
?IIGG6 INV.
F E5CUE TALL 5-7 / 5-7 LB5. 5EPT. THRU OCT. 25 L65. 10-10-10 FEB. - MARCH MAY * DEC. SEPT. - OCT. NORTH
ANTI E P INCIPAL 5 P (KENTUCKY3) R COLLAR FEB. THRU OCT. 12 L135. 10-10-10 1/2 TO I LB. N. 12 L135. 10-10-10
NOTE: DRAWDOWN ORIFICE AT SPILLWAY FOR WATER QUALITY 5A5IN5 INVERT FOR SKIMMER BARREL CUT-OFF TRENCH, 5ERICEA 30' 0 30' 60' XAI I Qm 5
CONVERTED FROM R15ER BA51N5, SELECTED FILL LESPEDEZA (5LOPE5) 1-2 LBS. 1-2 LB5. MARCH THRU APR. 25 L85. 10-10-10 FEB. - MARCH 112 TO I LB. N. NA
CLEAN SEDIMENT, REMOVE SKIMMER PLACED IN LAYERS AND INSTALL DRAWDOWN ORIFICE AND COMPACTED SCALE: 1 " = 30' (Honz.) Of
TO DIAMETER INDICATED AT NORMAL ANTI-FLOTATION BLOCK 2' MIN POOL ELEVATION.

WQ6