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EXISTING CONDITIONS SHT 1.0
oa~ OVERALL SITE PLAN SHT 2.0
SUBDIVISION PLAN SHT 2.1
a. 0 SUBDIVISION PLAN SHT 2.2
~a~ ~~a I,. SUBDIVISION PLAN SHT 2.3
9 SUBDIVISION PLAN SHT 2.4
OVERALL UTILITY PLAN SHT 3.0
f r ~1 UTILITY PLAN SHT 3.1
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v~ UTILITY PLAN SHT 3.2
SITE UTILITY PLAN SHT 3.3
UTILITY PLAN SHT 3.4
` STORM DRAINAGE AND EROSION CONTROL SCHEDULES SHT 4.0
~ ~ ~ ~ • ~ • • • • OVERALL GRADING AND DRAINAGE PLAN SHT 5.0
,y'. e , ~~'~~•~~,••••:o.~. GRADING AND DRAINAGE PLAN SHT 5.1
_ GRADING AND DRAINAGE PLAN SHT 5.2
r rcaEa . GRADING AND DRAINAGE PLAN SHT 5.3
mw"xcr~a wExsrt mur"s GRADING AND DRAINAGE PLAN SHT 5.4
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aaawYa i anwia ~'~a"°"'' EROSION CONTROL PLAN SHT 6.1 w~~
1 - ~J EROSION CONTROL PLAN SHT 6.2
EROSION CONTROL PLAN SHT 6.3
EROSION CONTROL PLAN SHT 6.4
9 9 HILLTOP NEEDMORE 10+00 - 23+50 EXTENSION PLAN & PROFILE SHT 7.0
HILLTOP NEEDMORE 23+50 -END EXTENSION PLAN & PROFILE SHT 7.1
AVERTON DRIVE STA 10+00 - 24+50 PLAN & PROFILE SHT $.0
° ~ ~ ' AVERTON DRIVE STA 24+50 -END PLAN & PROFILE SHT 9.0
GIRVAN DRIVE PLAN & PROFILE SHT 10.0
ESTIMATED QUANTITIES LADYBANK LANE PLAN & PROFILE SHT 11.0
PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED ` ~ DURBAR DRIVE PLAN & PROFILE SHT 12.0
AREA UNITS STREETS WATER MAIN SEWER MAIN SEWER FLOW SIDEWALK STORM N FORTROSE DRIVE AND DALMAHOY DRIVE PLAN & PROFILE SHT 13.0
LF LF LF GPD LF LF ~ ~ GRAMPION LANE AND DOWNFIELD LANE PLAN & PROFILE SHT 14.0
29,87 AC. 107 5,656 LF 489 LF B" WL 6,016 LF 8" SS 27,285 GPD 7,139 LF 5' S1W 4470 LF RCP ~ PERTHSHIRE LANE PLAN & PROFILE SHT 15.0
3,985 LF 8" WL 1,402 LF 10' TRAIL ' ~ .;-~~~~~.;,~r~.M::-=~:~:~~ TUNNEL LANE PLAN & PROFILE SHT 16.0
1,362 LF 12" WL KILMARTIN DRIVE STA 10+00 - 21+50 PLAN & PROFILE SHT 17.0
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KILMARTIN DRIVE STA 21+50 -END PLAN & PROFILE SHT 18.0
PH45E 6 fVNRE ` COMMERCIAL' t FIDDICH LANE AND MEDWIN LANE PLAN AND PROFLE SHT 19,0
CEVELOPMEM ~ ~ KINGLASS DRIVE PLAN AND PROFLE SHT 20.0
SANITARY SEWER OUTFACE "A" AND "B° PLAN AND PROFLE SHT 21.0
ESTIMATED QUANTITIES ~ 0 • ~ BMP #1 DETAIL PLAN SHT 22.0
PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED BMP #2 DETAIL PLAN SHT 23.0
AEA UNITS STREETS WATER MAIN SEWER MAIN SEWER FLOW SIDEWALK STORM { R LF LF LF LF GPD LF , ~ BMP #3 AND #4 DETAIL PLAN SHT 24.0
" 4 2 29 F 5' S1W 3189 LF RCP PNABE, LANDSCAPE PLAN SHT 25.1
J 29,50 AC. 111 4,786 LF 1,989 LF 8 WL 5,12 LF 8 SS 8,305 GPD 5,8 L a q .Rm PNA6E5
I = 3,Ob7 LF 6' WL ~ ' ~ IFUTl1P9 ~ RECNEATION BITE $ ~ LANDSCAPE PLAN SHT 25,2 I ~
~ ~ mawm°~ I I I~ ON,N VIOL r ~ ~'I~.p W ,II CONSTRUCTION DETAILS sHT 2s.o
Q w CONSTRUCTION DETAILS SHT 27.0
2 Z U to CONSTRUCTION DETAILS SHT 2$.0
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PROPOSED PROP05ED PROPOSED PROPOSED PROPOSED E E FLO SIDEWALK STORM o AREA UNITS STREETS WATER MAIN SEWER MAIN S W R W LF
LF LF LF GPD LF
1 LF " WL 4 007 LF 8" SS 28 305 GPD 5177 LF 5' SIW 3 391 LF RCP ~ 40.70 AC. 111 5,447 LF 1,50 6 ,
41 LF " WL 672 LF 10' TRAIL 38 8
0 n t THESE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE °°°°°~N ° CARS o°°,°
a 1 = 250 0 D C WITH THE FOLLOWING PLANS, AND THE STANDARD °°°n~~, ji
0 SPECIFICATIONS OF THE TOWN OF FUQUAY-VARINA. THE °
T ' ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW 8 0 0
V W CERTIFIES THAT THE STANDARD SPECIFICATIONS OF THE TOWN a ° ~ OF FUQUAY-VARINA HAVE BEEN THOROUGHLY CHECKED AND ARE a o 25944 b
0 APPLICABLE TO THIS PARTICULAR PROJECT. ANY EXCEPTIONS TO NOT AP P R 0°F~~ ~~J STR U CTI O
i ESTIMATED QUANTITIES W THE STANDARD SPECIFICATIONS APPLICATION ARE SHOWN ON
< PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED SHEET NJA OF THESE DRAWINGS. °00°°oq' 6ER o°~°o °ooooo°oooos
i AREA UNITS STREETS WATER MAIN SEWER MAIN SEWER FLOW SIDEWALK STORM
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~ 36,86 AC. 53 2,153 LF 527 LF 6" WL 962 LF 8" SS 13,515 GPD 1,198 LF 5' SIW 3,391 LF RCP o aEVELOPER/OWNER
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ENGINEERS I PLANNERS I SURVEYORS 0 _N ~ R ~ CARY NC 27513-5596
Q I 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withers www.withersravenel.com pG-1• lQ1 Q1 QQ1 _2f1M
0 No. Revision Date B I 1 1. k? -/I -ru 1 ~vvv
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~ , ~ ~ , ~ i t - STQRM DRAINAGE AND GRAQING NOTE
I I i v , B ~~ti _ _ ~ ~ a ~ ~ , , • ~ 1, ALL CATCH BASING SHALL BE PROTECTED WITH INLET
~ ( ~ , d ~ ~ FN 6 ~ i I ~ I y ' _ - - _ - - _ ~ PROTECTION DEVICES
v ? I , - a ~ ~ 2m A`v'~ ~ ~ ~ ~ ~ 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING
'i~ ~ l i , ? ~ ~ ~ t ° - , ~ ~ ~ ~y ~ , UTILITIES PRIOR TO CONSTRUCTION, LOCATION OF EXISTING
s, . ~ ~ ~ , \ ~ _ ~ _ _ ~ ~ ~ UTILITIES SHOWN ON PLANS IS BASED ON BEST AVAILABLE ~
~ ~ I - - ~ ~ ~ ~ ~ ~ INFORMATION BUT CAN BE CONSIDERED ONLY AS ` ~ ~ APPROXIMATE.
i I , w • ~ M ~ ~ \ ~ ~ ~ 3. CONTRACTOR SHALL CLEAR FOR PIPE AND CONSTRUCT PIPE.
1 ~ ~ ~ ~ 1 ~ ~ t I ? ! i ~ ~ ` ~ ` ' ` ` \ CONTRACTOR SHALL INSTALL SILT FENCE AND SEDIMENT
I 1 \ I - I . it 1 ~ I t i ~ 1 I Cl'! ~ ~ ~ ~ ~ ~ ~ ~ BASINS AT PIPE ENDS AND DIVERSION DITCHES AND THEN
i _ , , -----4~ ~ ~ ,1 ~ r BEGIN GRADING ROADWAYS.
FT. ~ ~ r ~ , ' ~ r • ~ ~ ° ' ~ ~ , , ~ 4. IF STORM CROSS DRAINAGE CAN NOT BE INSTALLED PRIOR . ! ~ ~ ` , TO GRADING, TEMPORARY CMP SHALL BE USED TO CROSS
3 ~ _ ~ ' ~ WET WEATHER CHANNELS. ~ ~
SE I , ~ 3 ~ ~ _ ' ~ ~ ~ 1 V ~ ~ ~ ~ 5. CONTRACTOR SHALL ENSURE GRADING OPERATION IS CL ~
FER ~ % I ~ , ~ ~ s + l r 4 ~ ~ ~1,~ ! 'Z / ~ ~ ~ ~ } } ~ CONDUCTED IN A MANNER THAT DOES NOT ALLOW ANY 0 u
r~ ~ ~ l ~ ~ 1 ~ ` ~ ~ I ~ 1 SEDIMENT INTO CREEKS. ~ ~ i' ~i ~ ~ ~ ~ ~ 6. STORM WATER DISCHARGES INTO TRIBUTARY OF BLACK O
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.I i I I t~ ~ ' ~ ~ I ~ II ~`I ' 7. ALL STORM DRAINAGE PIPE SHALL BE PROTECTED DURING ~
1 t ~ tl t M ~ / ~ ~ ~2 ~ ~ ~ / ~ j ~ ' ~ ~ I .r / N t 1 ? /f I - ~ ~ I ~ ~ CONSTRUCTION. ~,,,I
, w , t I j ~ , ~ ? ~ I ~ ` 1',1 ~ ` 8. CONTRACTOR SHALL PROVIDE RIP RAP LINED TAIL DITCHES
} ~ ~ r r ~ ;L . N i x ~ ~ 1 l ~ 1 ~ ~ ,..r i v , ~ 1 ~ ~ ~ ~ 1 >I ~ ~ ~ ~ ' ~ ~ r ` ~ AT Tf~E STORM C?ftAINAG~ PIPE QI6CFIAROE POINTS AS
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d ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ 'r ~ I I I ~ t ~ ~ ' CONSTRUCTION,
J1~ 1 r. ~ ~ ~ ~ ! 10. ALL CAT H BASIN HOODS SHALL BE STAMPED "DRAINS TO ~ ~ ~ i I C
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LIMITS OF
! 430.89 INV 15" RCP 428. 6 DISTURBANCE (1'YP)
T UCTI INV 15" RCP a27. SILT FENCE TYP INV 15" RCP 421.93 ~ 1
- - 15" ( ) _ - INV 18' RCP 420.68 ~ I ~ I - ~ SECONDARY OPE EROSION CONTROL NOTES ,J Z lDARY OPEN SPADE SECONDARY OPEN SPACE
INV~B"RCP 420.13, l ~ ~ - - ~ I 1 ACRE . ~ ~ = _ I ~ I ( ~ ~ 1 ~ t ti 1. ALL SEDIMENT BASINS SHALL HAVE A 15' MAINTENANCE EASEMENT, WHICH IS TO BE IN
. ; r IN 5' RCP ; / ~ ~ I i _ w.... ! I -.r.... . ~ 0.11 ACRES ~ ; ° - S-A~iRE~S 1 ti 1 1 1 ~ J EFFECTONLYUNTILTHEBASINISREMOVED, ~ ~ ~ , + _ _ . , ~ - ~ I ~ ` 2, LEVEL SPREADERS ARE TO BE CONTAINED WITHIN A 20' MAINTENANCEIDRAINAGE EASEMENT ~ E - ~ p g
~ ~~"1~" _ '~i . , _ ~ - _ AND SMALL CONFORM TO TOPOGRAPHY TO MEET THE INTENT OF DIFFUSE FLOW. v
1 ~ ~ - i ~ ~ ~ ~ 3. SEDIMENT SHALL BE REMOVED FROM BASINS WHEN SEDIMENT STORAGE REACHES 50~, ~ W 6 ' ~ ~ ~ _ ~ SEDIMENT BASINS ARE TO REMAIN IN PLACE DURING THE HOME CONSTRUCTION PHASE OF ~ > \ \
, _ _ ~ ' ' L - ~ ~ THE PROJECT AND ONLY REMOVED WITH APPROVAL FROM THE WAKE COUNTY (IC °7 ~ 1 , $
~y Y1 nn ..Y E- ~ I 1 ~ ~ ~ _ . ~ ~ ~ j1 ENVIRONMENTAL ENGINEER ~ 3 SS
y ~ t ~ ` ~ _ l ~ r ~ ~ ti , ' ~ \ , ~ - ~ 4 \ SLOPE STABILIZATION REOUIREMENTS• ~ ~ _ I - - 3:1 AND FLATTER REQUIRES GRASS
` ` ~ 3.1 TO 2' H ~ I-'--~-"~ ~ _ . ~ .1 REQUIRES SLOPE ADAPTNE GRASSES
~ ~ ` ~9i 1 EN`SPAC ~ ` RY OPE .SPA ~ - - ti ~ - , ' 2:1 T01.5:1 REQUIRES RIP RAP ~ ~ ~ ~ ~ _ RETAINING WALL REQUIRED F~2 SLOPES STEEPERTHAN 1,5:1 W ~
~ ~ ~ - 5 ACRE ~S r ~ ~ W r w - ` \ ~ \ ' • - - 5, STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE IMTH VEGETATION, PAVING, _ ~
! ~~t ~ t t ' I ' UB I SDE ` ' ~ - DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN (15) DAYS OF ~ ~ ) ~ I w ~\-,p _ _ " - COMPLETION OF ANY PHASE OF CONSTRUC110N. ~
- ~ ~ t _ ~:t ' ~ ' ~ ' w.\ w At `Y ~ N `SPI~~~ ,f _ - 6. ALL SEDIMENT BASINS REQUIREBAFFLES INSTALLED PER DETAILS ON DETAIL
i + ~ 1 ~ ~ ~ t ~ t~ ~ ~ I i ~ - i ~
i t. ~~"j~ I ~ ~ I w w ~ w, ~ •6G~G ` _ - - , ~ SHEET ~ n /dam ~ ~ ~ / \ \ , , _ ~ N
t ~ I C ;III' ; w, ~w- W~ - _ CONSTRUCTIONSCHEDULE W
~ _ I ~ , I i f~ w ; w ~ ,W ~ , ~,1 ^ _ ~ ~ 1. SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL it Z
} ~ _ ~ ~ ~ ~ ~ III ; w w w - : w ~ , _ _ _ ENGINEER, .OBTAIN LAND-DISTURBING PERMIT. ~
Z ~ 1 ~ ry \ t \ ~ , ` w; w w w _ _ " 1- 2. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DVERSIONS, SILT
~ t i ~ _ ~ ~ ~ ~ ~t I, i ~ ' ~ _ ~ ~ _ FENCE, SEDIMENT BASINS OR OTHER MEASURES AS SHOWN ON THE ` 1 I `i ~ ~ w I `w, ~ w ( w~ Q~ . _ - APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE ~ °
J . ~ f : / ~ r ; ~ _ _ _ ` ~ DEVICES, SEED TEMPORARY DIVERSIONS, BERMS AND BASINS IMMEDIATELY ~ ~ II I~~ ~ ~ I ~ ( w w v35 w w ~ n~ ~ .r AFTER CONSTRUCTION.
~ III 4~ ~ ~ ~i , W~TLAN S 1 ~ _ I w ! w ~ w I ~ ~ ~ w ~-W ~ 3. CALL FOR ONSITE INSPECTION BY ENVIRONMENTAL ~
, _ ~ , ~ ; ` ~ ~ 1 ~ ! ~ ~ ) \ ~ ENGINEER TO OBTAIN CERTIFICATE OF COMPLIANCE. Ill, ` W~ w I w ~ ~w yr i w ~ ~ ~ ,~l~\\ 4. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.
~ - _ r , ~ - _ y, OUG GRADESITE.
r ! ~t ~ ~ _ _ ~ s t t ~ ~ I i t ~ w., ~`w I, w ~ w\~ , w ~ ''',•w r ''""'V~- - ' _ 5. INSTALL STORM SEWER, IF SHOWN, AND PROTECT INLETS WITH BLOCK AND
! ~ t + 1 { ~ ~ - ~ ' ~ 1'' w ~w, ' •.w w .yr ` ~ ` ` ' - - - ' GRAVEL INLET CONTROLS, SED{MENT TRAPS OR OTHER APPROVED ' ry ~ ~ MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION, BUILDING ETC.
r _ _ II , ~ - W / I ' .I ~ Y ~ ,``w ~ ~ ~ J 6. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH
n~ ~ ~ ~ 1 ~ 6H I t - % ~ ~ t z ~ F \ ~ I' _ ,I ~ ~ - - ~ ~ ~ VEGETATION, PAVING, DITCH LININGS, ETC SEED AND MULCH DENUDED `may
N ~ ~ \ ~ • ~ , ~ ? ~ ° w AREAS WITHIN FIFTEEN (15} DAYS OF COMPLETION OF ANY PHASE OF "Y ~ W`` y^'.."~-~~ CONSTRUCTION,
R1 ~ ~ f . ~ ~i 1 1 _ ~ , ~ t ~ ~ " W- ~ w w ' ~ v`' 7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED
D ~ ~ j ~ ` .,1 ~ ~ ~ ~ * ' ~ COMPLETELY, CALL FOR INSPECTION BY ENVIRONMENTAL Q/ ~,V ~ \ ~\1 W~ V, ~ ~ ~ Y ~ ENGINEER. B. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT
-1 D ~ ~ 0 ~ ~ ! ~ ~ ~ ~ ` " ~ w ~ FENCE, SEDIMENT BASINS, ETC., AND SEED OUT OR STABILIZE ANY
z _ ~ _ ~ ` ti ~ \ ~ ' ~ `'1, ~ ~ w w 'i RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL ' , ~ . ~ ,ti, ~ ` ~ ~ ~ ~ DEVICES SUCW AS VELOCITY DISSIPATERS SHOULD BE INSTALLED NOW,
D ~ ` 1 ~ _ ~ to - , ~ ~ > > ~ ~ i ~ y ; w I 9. WHEN VEGETATION WAS BECOME ESTABLISHED, CALL FOR A FINAL SITE 1 ~ b., ~ , 1 i
s ~ ' ~ ~ ~ ! w INSPECTION BY THE ENVIRONMENTAL ENGINEER, .OBTAIN A ,i 1 ~ ~ ~ , r 1 CERTIFICATE OF COMPLETION.
~ - - - ~ , l 1 t `~1 ~J/ ~ ~ ~
Z - - ~ _ - _ 1~ ..I ~ ~ ~ - t ~ _ - ~ ~ \ A ~ ~ r, w r ~ w w w , ~
~ ~ ~ ~ ~ ` ' ~ ~ w CULVERT CONSTRUCTION SEQUENCE > ` ~ ~ I S + ~ ~ ~ ~ ` ~ w ~ ~ w w 1. CLEAR ONLY AS NECESSARY FOR THE CULVERT INSTALLATION.
- - _ - - - ~ 'i ' ~ ' I' ~ I I ~ ~ ~ \ " ~ w I i ~y w V 2. ESTABLISH PROPER BEDDING FOR THE CULVERTS AND ENERGY
~ ~ I ! ~ 1 ~ ~ , i i ~ 1 l ~ t ~ ~ , ; ` 1 \ ~ ~ ~ ~ w DISSIPATERS. INSTALL CULVERTS INDIVIDUALLY TO ALLOW FOR FLOW
'i ~ 1 ~ 1 I' I I 1, ~\v~, ~ ~ ~ ~u w ° DIVERSION. ! . ~ 3 UPON COMPLETION OF CULVERT AND HEADWALL INSTALLATION INSTALL ~j'
I. ~ I j I ~ . 1 ~ I ~ ~ ,ti I ) I, ~ ~ - v~ ~ , ~ ~ ~ SILT FENCE AT TOP OF HEADWALLS AS SHOWN ON PLAN. ~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ ' ~ ~ ~ L
- - V ~ ~ 'I I ' i I I , ~ ~ I I ~ ti ~ ~ ~ ~ ~ i~, w ' V ~ 4. PROCEED WITH REMAINDER OF CLEARING AND FILLING. ENSURE ALL SILT y ' r. FENCE AND SILT FENCE OUTLETS ARE INSTALLED AS SHOWN.
~ - ~ _ - I , ~ ~ i .t ~ I I ~ ' ` V ~
~ 1- 'I~, _ 1 ~ ~ ~ t ~ i , ; ' - ~ , , , ~ ~ BASIN REMOVAL SEQUENCE
{ ~ iii' ~r'~ ; , 1 ' ~ I ~ i _ _ `~y~'`~ ` , , \ ` i.` 1. SCHEDULE A SITE MEETING WITW THE ENVIRONMENTAL
_ ~ ~ ! ~t ~ i I ~ ~ ~ ' I ~ ' f' ~ ~ ~ ' ~ i ~ ' ~ ~ _ ~ _ _ ' ` L, ` i ' , ~ ~ ENGINEERtCONSULTANT TODETERMINE IF ABASINCAN BEREMOVED. ~ i ~ ~ _ _ ; ~ ~ , ~ , ~ ~ . ~ INSTALL SILT FENCING OR OTHER TEMPORARY EROSION CONTROL
~ i ~ ! ~ ( ~ ~ ~ - . ' ~ ~ e; ~ ~ ` \ ~ ~ ~ ~ MEASURES AS NEEDED PRIOR TO REMOVAL OF THE BASIN. t ~ I ~ - - ~ - ~ - ' ~ ~ ~ ~ \l ~ ` , ~ ~ , ~ Z. REMOVE BASIN(S) AND ASSOCIATED TEMPORARY DIVERSION DITCHES. IF
tlf . - - - ~ ~ 1 ~ " f ' l 1 r ~ ^ ~ 1 ~ \ ' , , , \ CULVERT PIPES NEED TO BE EXTENDED, PERFORM THIS OPERATION AT
' ~ t 1 ~ , ~ ~ ~ ' ~ - ~ ~ ` ~ • ~ , \ , ~ \ • ' THIS TIME. FINE GRADE AREA IN PREPARATION FOR SEEDING, ' ' ~ _ _ _ ti ~ ~ ~ , ~ ~ ~ ~ \ ' • ~ 3. PERFORM SEEDBED PREPARATION, SEED, MULCH, AND ASPHALT TACK
`'1r--'~ i ty ~ ~ ' _ - ^ ! ~ ~ ~ ~ ANY RESULTING BARE AREAS IMMEDIATELY. I ' ~ ~ ~ ` , ~ ~ ~ 4. INSTALL VELOCITY DISSIPATERS AND/OR LEVEL SPREADERS AS REQUIRED
r i 7
i i I ~ r-'^^ 1 ~ ~ i 1! 1 ~ ~ 1 i, ~ _ - ~ - ~ 1 ~ , ~ ` ~ ~ ` ~ ~ ~ ` ~ . ON THE EROSION CONTROL PLAN. << ~ ~ ` ~ O ~ ~ ~ \ ~ ~ \ \ ` ~ 5. WHEN 51TE IS FULLY STABILIZED, CALL ENVIRONMENTAL
- - - i ~ f ~ ~ ~ I ~I w~ ~ ~ ~ ~ ~ ~ 1 ~ ~ . ~ I ~ ~ ~ \ \ \ ~ ~ ~ ENGINEERlCONSULTANTFQR APPROVAL OF REMOVING REMAINING Z
` _ - _ ~ ' ~ ~ ' ~ \ ' ~ TEMPORARY EROSION CONTROL MEASURES AND ADVISE ON WHEN SITE ~ ` ~ ~ _ ~ - - ~ ~ ~ `V , ~ ~ ` CAN BE ISSUED A CERTIFICATE OF COMPLETION.
` - tom! ~ ~ ~ ~ ~ ' ' ~ \ .
~ - ~ ` ' ' ' ~ ' ` NOTE: A MEETING SHOULD ALSO BE SCHEDULED WITH THE ENVIRONMENTAL = _ _ _ _ - ~ - ~ ~ \ , ~ \ ` \ i \ ENGINEERICONSULTANT TODETERMINE WHEN A BASIN MAYBE ~
I i- f w ~ ! y I I ~ 1 u~ Q ~ ( t - ~ , ~ \ ~ , ~ ~ CONVERTED FOR STORMWATER USE. SOME MUNICIPALITIES MAY O
~ 1 _ _ ~ ` \ ALSO REOURE THIS. Z
1 \ _ . ~ f f jar r"`.. ~ ~ i I y _ ,
I . ' f r \ ~ - ~ ~ ~ DISTURBED AREA = 113.0 ACRES
~ i z ~ ra ~ I ~ ",w I Nt~ _ _ ~ I , - \ \ ~ ~ , 3 ~ ` ~ ~ ~V
- f. ~ EROSION CONTROL LEGEND ~
~ I ~ ~ 1 r ~ ~ ~ ~ ~ ! ~ 1 ~ l ~ ~ .M ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ LIMIT9 OF DISTURBANCti
~ ~ I t ~ ~ 1~ ~ I ~ ~ ~ "l,, I ~ I ~ ~ 1 ' ~ ~ i ~ / ~ ~ ~ ~ , ~ I ~ ~
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DIMENSIONS ELEV SHALLOW LANp (NORMSI„ POOL TO A" AB4Vtr) ~ 7,gtA S.~'. ~ _ 5o M~R~, FLMNT~ 1 2AA sl,~, (7,919 9,P,) = 1,97® Pt,ANTS
PERMANENT POOL 342.OD PLANTTYPE pTY KEY BOTANICAL NAME COMMON NAME ROOT CALIPER. HEIGHT NOTES ~
Top o~ DAM 15' 347.aa HERBACEOUS 297 Asclepias incarnuta Swamp Milkweed CONT, 4" Pot 24" O.C.
WATER QUALITY ORIFICE 4.0" DIA 342,00 495 Carex strieta Tussock Sedge CONT. 4" Pot 24" O.C.
RISER CREST ELEVATION 345.20 297 Eupatorium purpureum Joe-pye weed CONT. 4" Pat 24" O.C.
RISER WEIR ELEVATION 4.0' WIDE x 6" HIGH (3 TOTAL) 343.80 l,~,~// 396 Hibiscus moscheutos Rose Mallow CONT. 4" Pot 24" O.C.
RISER FOOTING 8' X 8' X 24" THK 495 Lobelia cardinalis Cardinal Flower CONT, 4" Pot 24" O.C.
RISER BOX 6' X 6' INSIDE DIMENSIONS
OUTLET BARREL 65 LF 54" RCP ® 0.50 SHALLOW WATER (NORMAL POOL TO 6" BELOW) = 6,437 S.F, 50 HERB. P~nNTS / 200 S,r. (6,a37 S.r.) = 1,609 Dt~NTS j~~
BARREL INV IN 340.33 PLANT TYPE QTY KEY BOTANICAL NAME COMMON NAME ROOT CALlRER HEIGHT NOTES ~
BARREL INV OUT 340.00 ~ z HERBACEOUS 241 Iris versicolor Blue s=lag Iris CONT. 4" Pot 24" O.C. ~
POND BOTTOM 337.OD 241 )uncus effusus Soft Rush CONT. 4" Pot 24" O.C. ~
J y .y.. nx~Y ~ x ~ W 402 Pontedariacordata Pickerelweed CONT. 4" Pot 24"O.C. O
~ RISER SLAB ~ , COVER) TRASH ~ 322 Saururus cemuus Lizard's tail CONT. 4" Pot 24" O.C. I,,,~ ~ kP
S HOOD ~ ~ ~ 402 Schoenoplectus tabernaemontani Softstem Bulrush CONT. 4" Pat 24" O.C.
o w
z x AMP #1 PLANT SCHEDULE Q
N RISER CREST ELEV.=345.20 VOID SPACE i E 8 MIN.
a GENERAL LANDSCAPING NOTES
0 1. AREAS OF THE POND NOT SHOWN WITH PROPOSED PLANTINGS (POND SIDE SLOPES, BERM, EXTERIOR SLOPES, ETC.)
0 M M II SMALL BE SEEDED WITH A CENTIPEDE TURF GRASS VARIETY.
GROUT EACH SIDE Q
O N Z
RISER WEIR ELEV.m343,80 ~r
~ 3 WEIRS TOTAL - 4' WIDE x 6" HIGH ~ JOINT SEALED WITH A-LOCK NEOPRENE
0 SKIMMER GASKET CAST IN MANHOLE WALL ~
RISER CONCRETE
o ~ PRECAST BOX
~ WATER LEVEL DURING SrORM a Q
a TRASH HOOD TOP OF DAM J
~ '0-RING' JOINT
0 I-_ a NorE: ~p d ~~gNZ G fV
m I = ~ PLACE STEM SUPPORTS RCA OUTLET BARRELL
N = - ~ PEAK FLOW ATiENUA710N POOL AT 3' FROM BASE i _ _ fi" 'O-RING' GASKETED CLASS HI RCP ~ T ~ m to
N 0;1 PERMANENT POOL 101 NORMAL POOL =34?.00 SEE CHART FOR SIZE ~ ~ m ~ ~
~ - i - ~ ~ - N 3' MiNUMUM i0' WIDE VEGETATED SHELF TO r~~~~~
I 10 ~ ry'' c? 10' EXTEND TO A DEPTH OF 6 ABOVE 4" CAP WITH ORIFICE (SEE ~ (SEE CHART FOR VEGETATED AND BELOW THE PERMANENT POOL CHART FOR ORIFICE SIZE) VEGETAT ACTUAL DEPTH)
= I ~ SHELF - SHELF W/ 1' TURNDOWN~-"~
N -III-FOREBAY - - - - OS
z I - J - - - - Ii2" SEDIMENT STORAGE EARTH DAM -II - - 12 SEDIMENT - - .n '
~ I_ - •..•'•'~a 6" NRS GATE VALVE o _ _ -STORAGE_ _ _ _
o -I I I-I I I III! III- - - DISSIPATOR PAD _ I I (-III- - - -
ANTI-FLOATATION DEVICE ~ j ~ - - - RIP RAP TEMPORARY SKIMMER ATTACH - _ _ _ - DURING CONSTRUCTION
o ~ I I- ELEV=340.80 54" RCP fNV IN =340.33
U -I I
JO ~ I -I - ~ ANTI-SEEP COLLAR ~ - PAVED INVERT oo~°°~ A~qR a0~oo C _ _ A 0 PAVED INVERT - - - I i o°~00~~0o Q~~J ~ /oy a"y9~~°o ~N
o I - - ~ -I - o _
a i I--- ~ -I - -I I I I I _
° RCP OUTLET PIPE POND BOTTOM=337,00 a I - I I - - - - - - - - - -I -I-I I' o o ~
I i _ _ _ NOTa t~'~'RO~Ei~~ C~ f~UCTION
~ Ail~TC. ~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 I I I I I I I I I I I I I ~ ~ i.°o- FA..... .rGQ'.?
v ~ I III-III-III-III-III-III-III
BMP SHALL BE INSTALLED AT PRIOR TO THE BEGINNING OF -III _~-1 I I-1 - - - d'. a~+ •'a I+I e I I I~~I I II i II I' ppp O.C. Op VU* N ey a 0 al ooc C 1 0
OVERALL SITE GRADING AND SHALL BE UTILIZED AS A SEDIMENT CROSS SECTION CONTROL DEVICE CONSTRUCTION. ONCE SITE HAS BEEN STABILIZED , + 080.000070 -LL
° AND GRADING IS COMPLETE THE BASIN SHALL BE CLEANED OUT RISER FOOTING
NTS. ° ° AND STABILIZED. ° n - GRAPHIC SCALE o 30 0 15 30 60 Z 0
0 i 0
0 DEVICE DETAIL N
i Y NT$ 1 inch - 30 ft.

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BMP #2 OUTLET STRUCTURE DATA
LEVEL SPREADER SCHEDULE
DIMENSIONS
ELEV
PERMANENT POOL
DRAWDOWN)
365.00
TOP OF DAM
6'
372.00
WATER QUALITY ORIFICE
2.3" DIA
365.00
RISER CREST ELEVATION
0.50 CFS
370.00
RISER WEIR ELEVATION
4.0' WIDE x 6" HIGH
367.40
RISER FOOTING
8' X 8' X 24" THK
d
RISER BOX
6' X 6' INSIDE DIMENSIONS
Tussock Sedge
HIGH FLOW BYPASS OUTLET Bbl-
84 LF 42" RCP ® 0.50%
24"
BARREL INV IN
,,rte
359.00
BARREL INV OUT
Joe"pye weed
358.58
WATER QUALITY OUTLET BARREL
75 LF 4" DIP ® 7.33%
Q.C.
BARREL INV IN
r45
365.00
BARREL INV OUT
CONT,
358.00
POND BOTTOM
O.C.
359.00
BMP #2 OUTLET STRUCTURE DATA
LEVEL SPREADER SCHEDULE
LEVEL SPREADER SCHEDULE
!CI, VV/LGI rlr� ail 1 1 � I I I -I 1 1 i 1 1 •
-� I ; ,III-► I -
NOTE:
BMP SHALL BE INSTALLED AT PRIOR TO THE BEGINNING OF
VEALL SITE GRADINGA SEDIMENT
CROSS SECTION CONTROL DEVICE CO STRUDCTION L ONCE SITEZ ED HASH BEEN STABILIZED
NTS. AND GRADING IS COMPLETE THE BASIN SHALL BE CLEANED OUT
AND STABILIZED.
RISER SLAB
COVER/ TRASH
HOOD
RISER CREST ELEVl 370,00
7
4' WIDE x 6" HIGH
'O-RING' JOINT
NOTE.
PLACE STEM SUPPORTS
AT 3' FROM BASE
NORMAL POOL -365.00
4" CAP WITH ORIFICE (SEE
CHART FOR ORIFICE SIZE)
W/ 1' TURNDOWN
6" NRS GATE VALVE
TEMPORARY SKIMMER ATTACH
DURING CONSTRUCTION
POND BOTTOM=359.00
xx/
VOID SPACE
L> --n
PAVED INVERT
\\ \ • a. _� •..
RISER FOOTING a .. � `' �• � d � � . � '�
SHALLOW LAND
Q (POND
50 HERB. PLANTS / 200 S.F. (7.216 S.F.) a 1804 PLANTS
OUTLET #
DRAWDOWN)
LENGTH (FT)
QTY
(CFS)
COMMON NAME
BMP #2 OUTLET
0.86 CFS
13'
BMP #4 OUTLET
0.50 CFS
13'
LEVEL SPREADER SCHEDULE
!CI, VV/LGI rlr� ail 1 1 � I I I -I 1 1 i 1 1 •
-� I ; ,III-► I -
NOTE:
BMP SHALL BE INSTALLED AT PRIOR TO THE BEGINNING OF
VEALL SITE GRADINGA SEDIMENT
CROSS SECTION CONTROL DEVICE CO STRUDCTION L ONCE SITEZ ED HASH BEEN STABILIZED
NTS. AND GRADING IS COMPLETE THE BASIN SHALL BE CLEANED OUT
AND STABILIZED.
RISER SLAB
COVER/ TRASH
HOOD
RISER CREST ELEVl 370,00
7
4' WIDE x 6" HIGH
'O-RING' JOINT
NOTE.
PLACE STEM SUPPORTS
AT 3' FROM BASE
NORMAL POOL -365.00
4" CAP WITH ORIFICE (SEE
CHART FOR ORIFICE SIZE)
W/ 1' TURNDOWN
6" NRS GATE VALVE
TEMPORARY SKIMMER ATTACH
DURING CONSTRUCTION
POND BOTTOM=359.00
xx/
VOID SPACE
L> --n
PAVED INVERT
\\ \ • a. _� •..
RISER FOOTING a .. � `' �• � d � � . � '�
SHALLOW LAND
(NORMAL POOL TO 6" ABOVE) = 7,216 S.F.
50 HERB. PLANTS / 200 S.F. (7.216 S.F.) a 1804 PLANTS
PLANT TYPE
PLANT TYPE
QTY
KEY BOTANICAL NAME
COMMON NAME
ROOT
CALIPER HEIGHT
NOTES
HERBACEOUS
271
Asclepias incarnata
Swamp Milkweed
CONT.
4" Pot
24"
O.C.
d
451
Carex stricta
Tussock Sedge
CONT.
4" Pot
24"
O.C.
,,rte
Eupatorium purpureum
Joe"pye weed
CONT.
4" Pot
24"
Q.C.
24"
r45
Hibiscus moscheutos
Rose Mallow
CONT,
4" Pot
24"
O.C.
Pot
Lobelia cardinalis
Cardinal Flower
CONT.
4" Pot
24"
O.C.
SHALLOW WATER (NORMAL POOL TO 6" BELOW) = 6,801 S.F.
50 HERB. PLANTS / 200 S.F. (1,960 S.F.) >a 1,700 PLANTS
PLANT TYPE
QTY
KEY BOTANICAL NAME
COMMON NAME
ROOT
CALIPER HEIGHT
NOTES
HERBACEOUS
255
Iris versicolor
Blue Flag Iris
CONT.
4"
Pot
24"
O.C.
d
255
Juncus effuses
Soft Rush
CONT.
4"
Pot
24"
O.C.
425
Pontedaria cordata
Pickerelweed
CONT.
4"
Pot
24"
O.C.
MEN!
340
Saururus cernuus
Lizard's tail
CONT.
4"
Pot
24"
O.C.
425 Schaenoplectus tabernaemontanl Softstem Bulrush CONT. 4" Pot 24"
O.C.
BMP #2 PLANT SCHEDULE
GENERAL LANDSCAPING NOTES
1. AREAS OF THE POND NOT SHOWN WITH PROPOSED PLANTINGS (POND SIDE SLOPES, BERM, EXTERIOR SLOPES, ETC.)
SHALL BE SEEDED WITH A CENTIPEDE TURF GRASS VARIETY.
CONCRETE
PRECAST BOX
4" DIP TO LEVEL SPREADER
GROUT EACH SIDE
\ JOINT SEALED WITH A -LOCK NEOPRENE
GASKET CAST IN MANHOLE WALL
RCP OUTLET BARRELL
0 -RING' GASKETED
III
CLASS 111 RCP
SEE CHART FOR SIZE
6"
RISER & DRAWDOWN DEVICE DETAIL
NTS
THICKLIN6 WITH S B RIP RAP
�
2.0dab ftb
PERMANENT CHANNEL "A" DETAIL
NORTH AMERICAN GREEN C350 PERMANENT
LINER (OR APPROVED EQUAL) INSTALLED PER
MANUFACTURER'S SPECIFICATIONS. CUT FABRIC
AROUND EXISTING VEGETATION.
4' MIN
_0 ---m-
TYP
EXTEND TO JUST ABOVE
WATER LEVEL. TOP OF BANK
NO STREAM DISTURBANCE
IS ALLOWED.
SECTION
STREAM BANK
STABILIZATION DETAIL
CAR—eve0 o
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pp000p
v 4,/%
I°F- 1fq-y
G. o
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GRAPHIC SCALE
30 0 15 30 60
1 Inch - 30 ft.
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BMP #3 OUTLET STRUCTURE DATA
WATER
4
A
I
I
&v 1. "1
am
SHALLOW LAND
DIMENSIONS
ELEV
PERMANENT POOL
DRAWDOWN)
381.00
TOP OF DAM
6'
385.00
WATER QUALITY ORIFICE
2.0" DIA
381.00
RISER CREST ELEVATION
141
384.25
RISER WEIR ELEVATION
2.5' WIDE x 12" HIGH
382.80
RISER FOOTING
7' X 7' X 24" THK
O.C.
RISER BOX
5' X 5' INSIDE DIMENSIONS
Carex stricta
OUTLET BARREL
108 LF 36" RCP ® 3.70%
4"
BARREL INV IN
24"
376.00
BARREL INV OUT
O.C.
372.00
EMERGENCY SPILLWAY
30' WIDE
383.50
POND BOTTOM
4"
376.00
BMP #3 OUTLET STRUCTURE DATA
WATER
4
A
I
I
&v 1. "1
am
SHALLOW LAND
(NORMAL POOL TO 6" ABOVE) = 3,773 S.F.
50 HERB. PLANTS / 200 S.F. (3,773 S.F.) = 943 PLANTS
OUTLET #
DRAWDOWN)
PLANT TYPE
QTY
KEY BOTANICAL NAME
COMMON NAME
ROOT
CALIPER HEIGHT
NOTES
HERBACEOUS
141
Asclepias incarnate
Swamp Milkweed
CONT.
4"
Pot
24"
O.C.
RISER BOX
236
Carex stricta
Tussock Sedge
CONT.
4"
Pot
24"
O.C.
141 Eupatorium purpureum Joe-pye weed CONT, 4" Pot 24"
O.C.
Pontedaria cordata
189
Hibiscus moscheutos
Rose Mallow
CONT.
4"
Pot
24"
O.C.
342.00
236
Lobetia cardinalis
Cardinal Flower
CONT.
4"
Pot
24"
O.C.
SHALLOW WATER (NORMAL POOL TO 6" BELOW) = 3,482 S.F.
50 HERB. PLANTS / 200 S.F. (3,482 S.F.) 871
PLANTS
OUTLET #
DRAWDOWN)
PLANT TYPE
QTY
KEY BOTANICAL NAME
COMMON NAME
ROOT
CALIPER HEIGHT
NOTES
HERBACEOUS
131
Iris versicolor
Blue Flag Iris
CONT.
4"
Pot
24"
O.C.
RISER BOX
131
)uncus effusus
Soft Rush
CONT.
4"
Pot
24"
O.C.
y .,.
218
Pontedaria cordata
Pickerelweed
CONT.
4"
Pot
24"
O.C.
174 Saururus cernuus Lizards tail CONT. 4" Pot 24"
O.C.
342.00
POND BOTTOM
Schoenoplectus tabernaemontani
Softstem Bulrush
CONT.
4"
Pot
24"
O.C.
GENERAL LANDSCAPING NOTES BMP #3 PLANT SCHEDULE
1. AREAS OF THE POND NOT SHOWN WITH PROPOSED PLANTINGS (POND SIDE SLOPES, BERM, EXTERIOR SLOPES, ETC,)
SHALL BE SEEDED WITH A CENTIPEDE TURF GRASS VARIETY.
LEVEL SPREADER SCHEDULE
CROSS SECTION
NTS.
NOTE:
BMP SHALL BE INSTALLED AT PRIOR TO THE BEGINNING OF
OVERALL SITE GRADING AND SHALL BE UTILIZED AS A SEDIMENT
CONTROL DEVICE CONSTRUCTION. ONCE SITE HAS BEEN STABILIZED
AND GRADING IS COMPLETE THE BASIN SHALL BE CLEANED OUT
AND STABILIZED.
� ,, 239 !` ! � ., � � , ' , ' ���„ S� ♦'' ,: �' � o � ,,'' ; ; j , .
Y
41
r
:
JAME
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P, ol
ol
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f
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_
41 01
' t` / ♦ .OV LVW
,^i
i BYPASS PIPE
4" DIP WATER i ♦ .'�' �L 1 I .� �1.
'QUALI OUTLL I./
If \L01
! ` J LEVEL
G ;. FIs/SPREAb /ENER
..--- . ---
If
r
r i A' --t
� _ / ,',VEGETATED \FILTER STRIP SEE ',
°' / PLANTING SPECS THIS SHEET)..- 1. ;, �' „I f �Y J � \1,
. AREA SHALL BE CLEARED AND �;= CHANNEL "B" TO STREAM (SEE
�'!/ ��/, _. GRADED TO 2% GRADE;i,r�
�. ;AAAA / y \,DETAIL THIS SHEET)
r��+ Ir. �'.. -/ ,',�,,, ` f •: '`, Air i{"� / �'r � � /
lJ , , r a ..-- ♦ �r / �,/�, " �: 4 111 _ - �.''` .'I // I I 1
Q (POND
ELEV
OUTLET #
DRAWDOWN)
LENGTH (FT)
TOP OF DAM
(CFS)
347.00
BMP #2 OUTLET
0.86 CFS
13'
BMP #4 OUTLET
0.50 CFS
13'
CROSS SECTION
NTS.
NOTE:
BMP SHALL BE INSTALLED AT PRIOR TO THE BEGINNING OF
OVERALL SITE GRADING AND SHALL BE UTILIZED AS A SEDIMENT
CONTROL DEVICE CONSTRUCTION. ONCE SITE HAS BEEN STABILIZED
AND GRADING IS COMPLETE THE BASIN SHALL BE CLEANED OUT
AND STABILIZED.
� ,, 239 !` ! � ., � � , ' , ' ���„ S� ♦'' ,: �' � o � ,,'' ; ; j , .
Y
41
r
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X
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_
41 01
' t` / ♦ .OV LVW
,^i
i BYPASS PIPE
4" DIP WATER i ♦ .'�' �L 1 I .� �1.
'QUALI OUTLL I./
If \L01
! ` J LEVEL
G ;. FIs/SPREAb /ENER
..--- . ---
If
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� _ / ,',VEGETATED \FILTER STRIP SEE ',
°' / PLANTING SPECS THIS SHEET)..- 1. ;, �' „I f �Y J � \1,
. AREA SHALL BE CLEARED AND �;= CHANNEL "B" TO STREAM (SEE
�'!/ ��/, _. GRADED TO 2% GRADE;i,r�
�. ;AAAA / y \,DETAIL THIS SHEET)
r��+ Ir. �'.. -/ ,',�,,, ` f •: '`, Air i{"� / �'r � � /
lJ , , r a ..-- ♦ �r / �,/�, " �: 4 111 _ - �.''` .'I // I I 1
BMP #4 OUTLET STRUCTURE DATA
RISER SLAB
COVER/ TRASH
HOOD --�
RISER CREST ELEV,
RISER WEIR
'O-RING' JOINT
NOTE:
PLACE STEM SUPPORTS -
AT 3' FROM BASE
NORMAL POOL
4" CAP WITH ORIFICE (SEE
CHART FOR ORIFICE SIZE)
W/ 1' TURNDOWN
6" NRS GATE VALVE
VOID SPACE
8" MIN,
TEMPORARY SKIMMER ATTACH
DURING CONSTRUCTION
POND BOTTOM
/ /
PAVED INVERT •= ='
\ `. a a• o a a
RISER FOOTING a ° • e j
CONCRETE
PRECAST BOX
GROUT EACH SIDE
gam
SHALLOW LAND
DIMENSIONS
ELEV
PERMANENT POOL
PLANT TYPE
343.00
TOP OF DAM
15'
347.00
WATER QUALITY ORIFICE
2.0" DIA
343.00
RISER CREST ELEVATION
86
346.00
RISER WEIR ELEVATION
2.5' WIDE x 12" HIGH
344,50
RISER FOOTING
6' X 6' X 24" THK
O.C.
RISER BOX
4' X 4' INSIDE DIMENSIONS
Carex stricta
HIGH FLOW BYPASS OUTLET BkRREL
68 LF 24" RCP 0 1.48%
4"
BARREL INV IN
24"
338.00
BARREL INV OUT
86
337.00
WATER QUALITY OUTLET BARREL
48 LF 4" DIP 0 2.087.
4"
BARREL INV IN
24"
343.00
BARREL INV OUT
O.C.
342.00
POND BOTTOM
Lobelia cardinalis
338.00
BMP #4 OUTLET STRUCTURE DATA
RISER SLAB
COVER/ TRASH
HOOD --�
RISER CREST ELEV,
RISER WEIR
'O-RING' JOINT
NOTE:
PLACE STEM SUPPORTS -
AT 3' FROM BASE
NORMAL POOL
4" CAP WITH ORIFICE (SEE
CHART FOR ORIFICE SIZE)
W/ 1' TURNDOWN
6" NRS GATE VALVE
VOID SPACE
8" MIN,
TEMPORARY SKIMMER ATTACH
DURING CONSTRUCTION
POND BOTTOM
/ /
PAVED INVERT •= ='
\ `. a a• o a a
RISER FOOTING a ° • e j
CONCRETE
PRECAST BOX
GROUT EACH SIDE
gam
SHALLOW LAND
(NORMAL POOL TO 6" ABOVE) = 2,283 S.F.
50 HERB. PLANTS / 200 S.F. (2,283 S.F.) = 571 PLANTS
mi
PLANT TYPE
PLANT TYPE
QTY
I KEY BOTANICAL NAME
COMMON NAME
ROOT
CALIPER HEIGHT
NOTES
HERBACEOUS
86
Asclepias incamata
Swamp Milkweed
CONT.
4"
Pot
24"
O.C.
76
143
Carex stricta
Tussock Sedge
CONT.
4"
Pot
24"
O.C.
,,.
86
Eupatorium purpureum
Joe-pye weed
CONT.
4"
Pot
24"
O.C.
114 Hibiscus moscheutos Rose Mallow CONT. 4" Pot 24"
O.C.
Lizard's tail
143
Lobelia cardinalis
Cardinal Flower
I CONT.
1 4"
Pot
24"
O.C.
SHALLOW WATER (NORMAL POOL TO 6" BELOW) = 2,014 S.F.
50 HERB. PLANTS J 200 S.F. (2,014 S.F.) = 504 PLANTS
N
M
mi
PLANT TYPE
QTY
KEY BOTANICAL NAME
COMMON NAME
ROOT
CALIPER HEIGHT
NOTES
HERBACEOUS
76
Iris versicolor
Blue Flag Iris
CONT.
4"
Pot
24"
O.C.
d
76
Juncus effusus
Soft Rush
CONT.
4"
Pot
24"
O.C.
x
126
Pontedaria cordata
Pickerelweed
CONT.
4"
Pot
24"
O.C.
Cts
101
Saururus cernuus
Lizard's tail
CONT.
4"
Pot
24"
O.C.
126
Schoenoplectus tabernaemontani
I Softstem Bulrush
CONT.
4"
Pot
24"
O.C.
GENERAL LANDSCAPING NOTES BMP #4 PLANT SCHEDULE
1. AREAS OF THE POND NOT SHOWN WITH PROPOSED PLANTINGS (POND SIDE SLOPES, BERM, EXTERIOR SLOPES, ETC.)
SHALL BE SEEDED WITH A CENTIPEDE TURF GRASS VARIETY.
4" DIP TO LEVEL SPREADER
(DOES NOT APPLY TO BMP #3)
JOINT SEALED WITH A -LOCK NEOPRENE
GASKET CAST IN MANHOLE WALL
RCP OUTLET BARRELL
'O-RING' GASKETED
CLASS UI RCP
SEE CHART FOR SIZE
6"
RISER DRAWDOWN DEVICE DETAIL
NTS
CAR
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�o°4FESS/0 °°•04
R;1)0A.
NOT APitOVM COI
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L
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LINE WITH CLA68 0 RIP RAP
THICK4
PERMANENT CHANNEL "B" DETAIL
VEGETATED FILTER STRIP PLANTING
SPECIFICATIONS
THE VEGETATED FILTER STRIP SHALL BE CLEARED, AND COVERED WITH A MINIMUM OF
6" OF TOPSOIL. MIX 1-2 CUBIC YARDS OF PEAT MOSS OR COMPOST PER 1,000 SF
INTO THE TOPSOIL. IN ADDITION, A ONE-TIME START-UP FERTILIZATION SHOULD BE
ADDED, PER THE TABLE BELOW:
CRASS OTHER THAN CENTIPEDE:
- 75 LBS OF GROUND LIMESTONE PER 1,000 SF
- A STARTER TYPE FERTILIZER, HIGH IN PHOSPORUS, BASED ON THE TYPE OF GRASS
AND PLANTING METHOD.
CENTIPEDE:
- 1/2 LB OF NITROGEN PER 1,000 SF
GRASS TYPE:
-GRASS TYPE SHALL BE TALL FESCUE OR COMMON BERMUDA, GRASS SHALL BE SOD,
GROWN IN NON -CLAYEY SOIL.
-WATER SOD FREQUENTLY FOR THE FIRST THREE WEEKS AFTER INSTALLATION, SO THAT
THE FIRST 1.5" OF SOIL IS KEPT MOIST.
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GRAPHIC SCALE 6 c
30 0 15 30 60 MEN emm•
6WA MM
�-
1 inch - 30 ft.
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GRAPHIC SCALE 6 c
30 0 15 30 60 MEN emm•
6WA MM
�-
1 inch - 30 ft.
GRAPHIC SCALE 6 c
30 0 15 30 60 MEN emm•
6WA MM
�-
1 inch - 30 ft.

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50' MIN. Seedbed Preparation:
BUT SUFFlCIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO NOTES• ENSURE CONSTRUC110N ENTRANCE IS USED. 1. Chisel compacted areas and spread topsoil three inches deep over adverse soil condkions, if available. H
NOTES: SEDIMENT ON SITE ~ ~ L BAFFLEMATERUILSHOULDBESECUREDATTHEBOTTOMANDSIDES •..r •:•~.-.....;.t...•~'t.~': •.,;5•:•'.: 2. IF CONSTRUC110N ON THE SITES ARE SUCH THAT THE MUD 1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT Fl ry.,,~ ' . ~ IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE 2. Rip the entire area to six inches deep. of iD TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP. 3. RemOVe 811 IOOSe rock, r00tS, and other abstractions leaving surface reasonably smooth and uniform, 0
r ~ ri^*., USING STAPLES OR BY TRENCHING AS FOR SIIT FINGE. 4 • . 2. M05TOFTHESEDAtEiNTWILLACCUMULATEINTHEISTBAY, •~•~•":~',.,i.;::'::°~~.';~'.,•':;:f.'.'•;F;~•••.*.`•,'.>'> 2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL. : • • ° STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED I ONE-HALF FULL. 4. A I a ncultural lime, fertilzer and sue hoe hate uniform) and mix with soil see mixture below W m
" ~ WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE. 3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIP „ e 3. PROVIDE3HAFFLES ETwofFL&55THANZOPEETINLENG .PROVIDE `~'~''2"-3" STONE TO BE USED`>'•~. 25' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD. 4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING ErrDD r ~ EXISTING ~~r: SURGE STONE OR RAILROAD•'~ DAMAGED BY EQUIPMENT OR COVERED BY FlLL PP Y 9 ~ R rp P Y ( 1EMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL NETTING. 5. COntlnUe tlllagB Untll a well-pUlVerized, firm reasonably uniform seedbed is prepared four to six inches ~
P,orea~e, 2searb~~X SBAFFLE5PORDRAINAGEAREASGREATERTIIANIOACRES. ( PROPOSED STREET, ' R VENT MUD 0 4. HAFPLESHALLBE700GlM2COIlIEROSIONHLANKET, ROADWAY :•BALLAST)~~,!~t;; ••,,:'s;:'c;:~'. WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TOPE R deep, sn at
LE' Z0. E 5. TOPS OF BAFFLES SHOULDBE2INCHESLOWERTHANTHETOPOPTHEBERMS ".':•.''„'~;.=;:~:`.•'•~;,%:~>;~~:;~.:.'r;~:'4~' GREATER. SEDIMENT FROM LEANNG CONSIRUC110N SITE. ENTRANCE :PI'c.,~",~' ~l PB B FOR REPAIRONCEAWEEKANDAFTEREACHRAIIdFALL 4~(^"'°'~~`':~ I C R MOVAL OF SEDIMENT-LADEN v I or 6. INS CT APPLES WILL REQUIRE PER ODI E 6. Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or cuftipack after ~ } seeding. H
Bs'16' r b,~,~,,..~»., STONE AND REPLACEMENT N1TH FRESH STONE. 6 : ~ yeo area SAi , ~,^4 ~ W ` is ~ 7. Mulch immediately after seeding and anchor mulch with asphalt emulsion. -
~ I - z' MIN. 8. Inspect all seeded areas and make necessary repairs or reseedings within the planting season, if H g
~ WASTE MATERIAL-COMPACT, ~ r possible. If stand should b8 over 60°~ damaged, re -establish following the original lime, fertilizer and OC SEED k MULCH AFTER ~,;.H.:,_ S88tling rotas. W 'D
S VAR. ~ 2' - 10' VAR. CONSTRUCTION OF DITCH • • RZ 2' _ rD' ~ • 9. Consult Environmenta? Engineers on maintenance treatment antl fertilization after permanent cover is
PLAN VIEW I PLAN VIEW CROSS SECTION ~ established. ~ a 411?.•. J ~
'tI SUPPORT ROPE SUPPORT POST - - : ~>,.°:'.i~:;::.;<:~;.~~, Mixture: t~
TO WlltE TO 24" INTRO BOTTOM STAKE TO I- - - - 1
PREVENT SAGGING OR SIDE SUPPORT WEtE I-I i (=III=I I I~ I ~I I I III=I ~qk NEW CONSTRUCTION -III III III-III-III-I I -I I 35' MIN. 15' MIN. = - III=I?' "~qx o VAR.2 ry1 ~p~•_I I I_I I I_ILI I,I~I~ III I {~I I r Agricultural Limestone: 2 tons/acre (3 tons/acre in clay soils) W - -I I = - ~ ~ I_I I I I-III III III-III-III III Fertilizer: 1,000 Ibsiaae -10.10-10 N -
EXISTING ROADWAY I I_~ I I Superphosphate: 500 Ibslacre - 2D% analysis oc ~ I I I I I_I I I I I I_I I Mulch 2 tonslacre -small grain straw z z
III; FENCE AND FABRIC Anchor. Asphalt Emulsion at 300 galslacre °
ED IN TRENCH 12" ' 12" MIN. r_STEELPOST 6" MIN. .1.t. ~ ~
COIR MESH OR S1MII.AR, STAPLED OR ~ C R O S TRENCHED INTO BOTTOM OR SH)E : CROSS SECTIONAL VIEW Seeding SpecificationslSchedule: m o
6"X6"TRENC , FABRIC UNDER STONE BACKF[LLED For Shoulders, Side Ditches, Slopes (Max 3:1): ® ~
COMPA ECTIONVIEWATOPENING CROSS SECTION Date Type Planting Rate
Aug 15 -Nov 1 Tall Fescue 300 Ibslacre Nov 1-Mar 1 Tall Fescue & Abruzzi Rye 300 Ibslacre
c Mar 1-Apr 15 Tall Fescue 30D Ibslacre
~ ~ Apr 15,1un 30 Hulled Common Bermudagrass 25 Ibslacre
CO COUNTY Jut 1-Aug 15 TaII Fescue AND 8rowntop Millet or 125 !bs/aae (Tall Fescue); 35
STANDARD BAFFLES DETAIL `ORTT{CAR°LR STANDARD CONSTRUCTION ENTRANCE R~'°~`°`"A STANDARD TEMP( COON nN EFFECTIVE: 01131/08 EFFECTIVE: 01/31/08 DARD TEMPORARY DIVERSION DITCH Sorghum-Sudan Hybrids*** Ibslacre (8rowntop Millet); 30 Ibslacre (Sorghum-Sudan Hybrids)
EFFECTIVE: 01/31!08 For Shoulders, Side ditches, Slopes Slopes (3:1 to 2:1)
4' MIN. SILT FETE
Mar 1-Jun 1 Sericea Lespedeza (scarified) and 5D Ibslacre (Sericea Lespedeza); J
A A use the followirg combinations:
I Mar 1-Apr 15 Add Tall Fescue 120 Ibslacre
A A ' PIPE I LD. Mar 1-Jun 30 Or add Weeping Love grass 10 Ibslacre Mar 1-Jun 30 Or add Julled Common 25 Ibslacre W
PIPE TOP OF SIL7 FENCE . "'I r I MUST BE AT LEAST ~ ~ - ° ' 1.: ABOVE THE TOP OF F Bemtudagrass O
THE NABBED STONE - 3 TIMES LD. Jun 1-Sept 1 Tall fescue AND 8rowntop Millet or 120 Ibslacre (Tall Fescue); 35
Sorghum-Sudan Hybrids*** Ibslacre (8rowntop Millet); 30 Ibslacre (Sorghum-Sudan Hybrids) O
Sept 1-Mar 1 Sericea Lespedeza (unhulled - 70 Ibslacre (Seriecea Lespedeza);
E4ff.S; FRONT VIEW BURY WIRE PENCE, unscarified) AND Tall Fescue 120 Ibslacre (Tall Fescue)
1. L =THE LENGTH OF THE RIPRAP APRON. FILTER FABRIC. aN? XAanvaaE aDTH IN TRENCH PLAN VIEW Nov 1-Mar 1 AND Abruzzi Rye 25 Ibs/acre r ,
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT STEEL FENCE PDs MIN. IB' INTO SOL ? 'IEW NOTES: V
PLAN VIEW LESS THAN fi" (INCHES). STEEL FENCE PO SET MA% 2' APART WIRE PENCE GROUND i. L =THE LENGTH of THE RIPRAP APRON. Consult S&EC Environmental Engineers for add itianal information concerning other alternatives for
3. IN AWELL-DEFINED CHANNEL EXTEND THE APRON UP THE Hak?vaaE CLOTH CHANNEL BANKS TO AN ELEVAl16N OF 6" (INCHES) ABOVE 2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT vegetation of denuded areas. The above vegetation rates are those which da well under local conditions;
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. FILTER DF A LESS THAN s' (INCHES), ocher seeding rate combinations are possible. ~
L WASHED STONE 4. A FlLTER BLANKET OR FILTER FABRIC SHOULD BE L- 3. A FLTER BLANKET OR FILTER FABRIC SHOULD BE L INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
P INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. A° R° R B• FILTER FaHR¢ PIPE ~ UN GROUND
PIPE R80 000 ~A NOTES: ...8...
m~°o°q a R°~a ~ 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. A ,.:L... a o I ICI I R ~g0 ~ R°qt o 2 REPLACE STONE AS NEEDED TO ENSURE DEWATERiNG. I U
I F II d I d I F I II,
I I I I BURY WIRE FENCE AND HARDWARE CLOTH BURY 6' OF UPPER EDGE DF I I i-
I ~ I FILTER FABRIC IN TRENCH FLTER
f~ FlLTER ~ , FABRIC SECTION'A-A'
SECTION'A-A' FABRIC SECTION A SECTION VIEW
AKE AKE
COON. CO COUNTY STANDARD PII'E ORTH DAROLIN STANDARD PIPE OUTLET TOWELL-DEFINED CHANNEL ' °RTTTEA.R°~'•" STANDARD SILT FENCE OUTLET NDARD PIPE OUTLET TO FLAT AREA
NOWELL-DEFINED CHANNEL
EFFECTIVE: 01!31/08 EFFECTIVE: 01131/Da NO WELL-I EFFECTIVE: 01131/08
a'-o" MAXIMUM IB' FRCEBpARD M{N, LAP i[P ~ A' PVC PIV[ TGP pF BERM NSE B' PIPE NR BPnINPG(S
~II~IILL III rGP ELEVanorR GF sr?kMWAT GREATER MAN to KRESI ,aT~ 5' NIN Z
r~>~-
B~ !~~~L tB• 1 ~ SIIT FENCE FABRIC I Q}' 7ARP N R' f
MINIMUM 10 GAUGE INSTALLED TO SECOND a, 4' MAx EPTH, 2' MINr rwA ARmurlrol / LINE WIRES WIRE OM TOP MINIMUM 12-1/2 GAUGE I _ ~ ~ L MAX EPTH, 2' MINA EPTH ,~pPnlr wf Tay v PvD n+D
`micX Two wRr uRP INTERMEDIATE VNRES -I ~I~I- d I R MIN EDGE IIBN 12> ! J ~ ~ -IIJ _ pq_ _ _ _ C t,, 4 SLOi$) NEEIPATFR fAA e RIP W
VEIR ICNCix ) III ~~~-~.."'li^f~I~!!-'I~.I'I I I~~-ICI If ~~~~I-~ ~ ~~I I~-~ ~~-I ~ ~I ~ I~ I ~ I=1=1 I ~ I ~~~I ~r,~~1~--iL=11 [~I~=111 I i l~l I~ ~ I~ I I~~ _ - . 111111-1I ~I I I_ I~ I 1-111-a I I-1I ~I I I-III I I I i I ~I I I-i J I I-1 I I I I ~I I I-1I ~I I I I ~I 2 Q
GRADE ~ I,ill_If_il ll!-J_c1 I I-li LI,-_I~--L var SECTION THRU WEIR ~f~ _ _ =III ~=1L~~~1: i TrT77jjN n-I~ii=l f~l=I-111I~I I''I~~ I,Lj ~ ~~~I= -1I-I--= ~+~~y- ~S VaSxEO S70NE raRP Eri[NUS HEr[k ~/r
~ T N I I I II T 1-f ~~1, - ~ ~L„ ~ ~-~m~~~ ~ - - o I~ -1 ~ IT Ili=1 ~ -~1~~ I ICI I-1 L }0 iGP BF HOLES rOC HF BACk SLOPE L 0
SECTION THRU BA~IN & I,8E1 S"ALL BE PNDiCCiEO GS NEEDER) ECTION THRU BA~IN & FiLTER sEE NDrE i fDR M0.E SPECS
PRDN EADSIDq VITH SEDIMENT ~~S R[PRAP, TARP, XA111XC EDU1VgENi. PIT 232.
ONFR T VIEW 232.50'/, LOW ++y~ IH' MIN 7pP °F DAM ` ~µy~'
TARP PR°TECi1DN
1' MIL FPE~AR ~ STEEL POST , ~CH AND BURY TARP
NS~IEI WOVEN WIRE FABRIC PGRDUS BAFFLE (TrP, ;r S%IMME iAaSx RAL B' MIN EDGE IM1N~ 1B'> VE1R LENGTH
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA SIIT FENCE FABRIC SECTION THRU WEIR
A DOES NOT EXCEED 1/4 ACRE AND NEVER IN A 5• Pvc viHDLES eNQ~ " AREAS OF CONCENTRATED FLOW, o &Rv
J I ~ D~ 2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO i:T ~ ~ FlLL SLOPE PROVIDE STORAGE VOLUME FOR THE NEXT RAIN Lv ~ NOTE 1
Iw.Er SHALL aE PRmECrcn ANr -FLDaranDN AND TO REMOVE PRESSURE ON THE SILT ~ ,~4'"~ (aS NEEDE?) FROM ERDSt~I DEVICE FENCE. A " PERSPE T VE VIEW HOLE SPECS
~ VITH RIPRAP, TARP, MaTTMG ~-n~P ~ ~.~,.W,' • ~-I- DR EAUIVALENT. GRAD DEVATERING HOLES VILL HE INSIALLEO IN SETS OF P°RQpNTAL RINGS. THE FIRii SET OF HOLES VILL BE SET B INCHES FRAM THE
a CROSS SECTION DISSIPATER PAD GENERAL NOTES W CHP DULCET PIPE RIP RAP B~ MINIMUM COVER 1- ?RAV DOVN RISER t BARREL SHALL BE 6' SCM. AD PVC BOTTOM OF THE RISER. RINGS W[LL CONTINUE UP THE RISER IN w. 40 PVC INTERVALS GF 3 SNCHES, HOLES WILL BE 314 INCh11N DIAMETER AND
D: A * WITH CLEAN-OUT CAP AND 3/1' HOLES. SEE NOTE 1 FOR N NOTES o OVER SKIRT 2. THE TARP USED TO PROTECT 7HE VEIR SHALL BE THE 1 fpR VILL HE SPACED EtNALLT ARWND THE RISER. TNC NUMBER pF HOLES PER RING VILL EQUAL i0 THE DRAINAGE AREA, . BE THE EXMti°LE a•
1) BASR! SHWLD ~ CLEANED OUT WHEN CAPACItt REACHES AN E4EVA1gN REPRESENDNO THAT THE BASR! IS HALF-Ml. I NUM~R AND SPACMG DF XDLES. I 2 THE TARP USED 70 PROTECT THE WA'9t SNAIL ~ 1HE NiD1N SPECIFlED. THE LQJGIN OF 1NE TARP SHAH ~ ACCORDING " - ANCHOR SKIRT AS DIRECTED VIDTH SPEC]FIED, THE LEXGTX OF T~ TARP SXaLL BE ) ACCORDING TO AVAILABLE SUPPLY IF MUL11Pl[ TARPS ARE TO AVAIABLE SUPPLY, ff MULTBKE TARPS ARE TO ~ USED, THEN TARPS SHALL EE OVEPo.APPED AT LEAST tY. DIE - BY ENGINEER * TD BE uSED, THEN TARPS SwTLL BE OVERLAPPED AT LEAST LL BE A HASEN DRAINING 2.0 ACRES SHOULD HAVE B HOLES PEA RING EVERY Z_ TARPS aRE 3 INCHES ON THE RISER PIPE. THE FIRST RING Q HOLES? VILL HE AT LEAST SE7 6 INCHES FRUM THE BGTTOM pF THE RISER,
1N+51REAN 12' TARP SHNi 01'ERLAP THE DOWN$1REAN TARP, DIE TIRE SHALL ~ SD NIL HEAVY CRY SILVER TARPAULINS ~ _ ~ Ir. rXE uPSraEAM 12' TARP SHRLL DveaLaP rrE DOVNSTREAM TARP. THE TARP SHALL HE SD MIL. HEAVY OutY OB EOUVALENT FOR U.V• RESISTANCE. ~1EAVY Duty NOTE: ROUND DRAINAGE ARER TO THE NEAREST WHALE MJHBER TO ISTANCE. DETERMINE NUMBER OF HOLES.
M C1 3) pROVTOE A NINIWIM OF 1FALEE PCROU$ BAFFl.ES TO EVENLY DISTRIBUTE FLOW ACROSS 1HE BASIN, REDUCING TURBULENCE. SILVER TaRPauL[NS OR EOUtvaLENT FDR U.V. RESISTANCE. p A) BAFFLE MATETtlA1 MUST BE SECURED AT ~ BOTiTAA AND SDES USNG STAPLES OR BY 1RENGHNG A$ Fpt A SR.t FENCE I I 3. MA°NicaaNEE. SEDIMENT i0 BE REMOVED arD PROPERLY PROPERLY FILIER Q
Mt 5) MOST OF,HE sFDkME1Ji lRLL ACCUMUUTE IN DIE FIRST BAY, 50 THIS SHOULD BE READILY AVAILABLE FOR MAINTENANF£ s of v Ew OISPOSE? OF WHEN B0.SIN IS HALF FULL. GRAVEL FILLER rj 8) DIALING THE CON51RUC110N PHASE OF TIE PROECT, FERMMTENT STORNWAIER RISER SHML ONLY ~'AATER FROLI DIE TOP OF PALE. AROUN? RISER SHOULD BE kEPLACED AS NEEDED TO ENSURE POND SHALL NOT BE CONVERTED FOR STORIIWATER USE UNTA. APPROVED BY ENVIrtCNMENTAL ENGNF]R A ?EVatERING. U ENSURE
AK " CO COON O CO NUH'11i OARU NURT7TCARIN.IN W.
" "°""""A"'"` T EDT PERMANENT RISER STANDARD TEMPORARY SILT FENCE STANDAR STANDARD SKIIVIMER AT ACH 0 STANDARD CUSTOM BASIN
M EPPECTNa: ou311os EFFECTIVE: 01/31/08 EFFECTIVE: 01/31/08 T 0
0 C ~ °
7 T d z °o
o° ~~pp w ro a O ,XO.O~$ N
o STANDARD METAL POSTS 2'-0' IN GROUND
J ~ J ~ to
ui GALVANIZED HARDWARE WIRE ~ ~ ~ \ ~m~ ~
a 0,00% SLOPE ~N TOP OF EXTENDS TOTOPOFBOX o~a~t~~
i GUTTER (FLAT SLOPE)
'c4' CURB & GUTTER (3,000 PSI SEE PLAN FCR LEVEL MIN CGMPRESSIVE STRENGTH) SPREADER LENGTH
a
~ LEVEL SPREADER LIP ELEVATION= ~a*o~ 3 4"-6" HIGHER THEN EXISTING SLOPE - -
~ GN DGWNSTREAM SIDE - ~ o ~d Id
0 Z om 8 s DIFFUSED FLAW
~ STORM SEVER THROUGH _ ~ p
OFFER 0 ' B o
o ° p `i ENERGY DISSIPATER -
~ OU o PER SCHEDULE 3 -0 d .y
i
o #57 WASHED STONE - ~•R~~ d D. COMPACTED 4' THICK (MIN)
° SUBGRADE NOTE: PERMAMENT GEUTEXTILE °°0°°0°°°8108®e CARp e'°ee
UNDERLINER 1. INSPECTINIETPROTECTIONANDREMOVESEDIMENT ~ I V T P FBOX yo°~~~ *eewoeooca~/ ee
I AFTER EACW RAIN EVENT. GRAVEL SHOULD BE REPLACED 1I 57 WASHED STONE PLACED TO A HEIGHT OF 12'-10 M NiMUM ABO E 0 0 ii AND REPAIRS MADE AS NEEDED.
v a I l i Lm-." tl i 1EA1 i~° I t 1 ICI V
tl, m a 25944
n g o WAKE
NOT APPRO.9oPO° NSTRUCTION z
M COUNTY ° LEVEL SPREADER DETAIL M= osogA°~ooooBoEikt s
o STANDARD GRAVEL YARD INLET PROTECTION
o EFFECTIVE: 01/31/08 i
Y

13
INE PER
%
50OFYP. FLOOD LINEPFA
?. NC FLOODMAFS
i
Ole
H
%
SITE DATA TABLE
PIN 0658523920
DEED BOOK 12671
DEED PAGE: 0810
?? / ` A DEED DATE 71252007
??
--------.?; ?. i
- - - - - - - - - - - - - - - - - - - - - - -
1

TOTAL ACREAGE 137.48 ACRES
GRAPHIC SCALE
200 0
1 inch = 200 k.
334
IMPACT SUMMARY
3i\n

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IMPACT
# PERMANENT
PERENNIAL
STREAMIMPACT TEMPORARY
INTERMITTENT
STREAMIMPACT PERMANENT
ZONE1 BUFFER
IMPACT PERMANENT
ZONE2 BUFFER
IMPACT PERMANENT
WETLANDS
IMPACT TEMPORARY
WETLANDS
IMPACT
#1 5,338 SF (0.123 AC)
#2 9,045 SF (0.208 AC)
A #3 147 LF 567 SF (0.013 AC)
#4 456 SF (0.010 AC)
#5 1,191 SF (0.027 AC)
#6 3,707 SF (0.085 AC)
B #7 2,503 SF (0.057 AC)
#8 226 SF (0.005 AC)
C #9 494 SF (0.011 AC)
#10 4,665 SF (0.107 AC)
#11 627 SF (0.014 AC)
D #12 133 SF (0.003 AC)
#13 426 SF (0.010 AC)
#14 1,485 SF (0.034 AC)
#15 23 LF 47 SF (0.001 AC)
#16 668 SF (0.015 AC)
E #17 668 SF (0.015 AC)
#18 285 SF (0.007 AC)
#19 61SF (0.001 AC)
F #20 2,553 SF (0.059 AC)
TOTALS 47 LF 567 SF (0.013 AC) 23 LF 47 SF (0.001 AC) 13,550 SF (0.311 AC) 19,501 SF (0.448 AC) 853 SF (0.019 AC) 627 SF (0.014 AC)
No. Revision Dale 13V III D-9-1 I sale III
I DI,
ALSTON POND OVERALL SITE PLAN WITH IMPACTS WITHERS &- RAVENEL
E?ll- r1obNO INilNlllf 1 ?LANNIIf I f- l L-
WM I 111 -K- D- C-
- N. C,0832
FU UAY-VARINA WAKE COUNTY North Carolina lnC-lh.es„ PI 919-0ss334owa?el<om ?
SHEET B '
oLDADAMS en.
+++T1_+-?-'m 2. 1306)60P e1 "'f! J - IXl4TING FEM45W S FIR
VF A
- Y ???•• -+• PERNC FLOOD MAPM
1 I '1 ?L 1
+ -- --
..
fl ? ?! F EFFECTIVE LNV Z, 1008
?? 1?'?-z? •?_` ?.. 1? _? f /f? ZONE% FUTURE COMDITIONfi
-3- F' IT
w 71
% ELLE
41 44 k,
i co
LIT '4?
I 45 SHEET F ° I
46_ ?. ?I E e _46
8A -47
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59 65 SHEET C\
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66
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47
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WETLANDS-
14 89
89 j,
50 39 ;
NEUFSE 90
98 t, r/ 1
BUFFER
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118 Y8
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188 '?4
189 318 '0 --IT PLINE BASAL
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. \ 190 ? X10 ' /? ? ?.
1 F
3a al- 1 ,l -
14 a
` 339?Oi -\'? 1 ?' / I,I \ R ,' YEAR
1-4 PER NO FLOOD LLMOP4PS FIRS FIR
168 ` PER MC FLOOD M
NO, 720OB5800J
\ 91 \
(/
43 14 ? I PANEL 181,
EFFECT URE PON8
ZO
16 8 ?\ ',? ?) ? iJ4 \\ / \ ? //? ??? ,?' b ? 3 9 !? / ` /` ` J'3 ? \ .. •I ? ? • 20NE X - FUTURE CONDITIONS 41 3" 44
14-1
_H4 31111
1001/, 1/
PROPERTY LINE 61
14-
MATCH LINE
MATCH LINE ~\ 47
lc8
GRAPHIC SCALE
" ?? ??? ??.. \ 6, i? A ,t . ; , •?/?
200 0 z
L
IT IT L
,su
1 inch - 200 ft.
No. Re; l-ion Dale B
ALSTON POND OVERALL SITE PLAN WITH IMPACTS w?THERB RAVENEL ?eP'"
Elh-y ,°b N.
:::dl ENGINEERS 1 PLANNERS I SURVIVORS
FU UAY-VARINA WAKE COUNTY North Carolina 111 -K- EU- C- N.1,C-1m.27511 PI 9194633340 www-M1rsmv-l- in

IMPACT #1
PERMANENTZONE2
BUFFERIMPACT
5,338 SF (0.123 AC)
IMPACT #2
PERMANENTZONE 1
BUFFERIMPACT
9,045 SF (0.208 AC)
IMPACT #3
PERMANENT PERENN
STREAMIMPACT
147 LF
567 SF (0.013 AC)
IMPACT #4
PERMANENT ZONE 1
BUFFERIMPACT
456 SF (0.010 AC)
IMPACT #5
PERMANENT ZONE 2
BUFFERIMPACT
1,191 SF (0.027 AC)
SCALE: 1 inch = 40 ft.
ALSTON POND SHEETA WITHERS &- R"ENEL
IMPACTS #1 - #5 ENGINEERS I PLANNERS I SURVEYORS
FU UAY-VARINA WAKE COUNTY North Carolina - -n..-me --In. 2-1 re1:9?9.e sw r.?9?9.erwoe ?ww.w?n.a?..?m.mm
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PERMANENT ZONE 2 PERMANENT ZONE 1 PERMANENT WETLANDS IMPACT
BUFFER IMPACT BUFFER IMPACT 226 SF (0.005 AC)
3,707 SF (0.085 AC) 2,503 SF (0.057 AC)
GRAPHIC SCALE
40 0
1 inch = 40 ft.
ALSTON POND SHEET B WITHERS &- R"ENEL
IMPACTS #6 - #8 ENGINEERS I PLANNERS I SURVEYORS
FU UAY-VARINA WAKE COUNTY North Carolina I ? 1? ii1M¢Ken - NaMO 1-7511 rei:9?9.e sw -19- ..xitlrerurartl.mm

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IMPACT #9 IMPACT #10
PERMANENT WETLANDS IMPACT PERMANENTZONE2 GRAPHIC SCALE
494SF (0.011 AC) BUFFER IMPACT 40 0
4,665 SF (0.107 AC)
1 inch = 40 ft.
ALSTON POND SHEET C WITHERS &- R"ENEL
IMPACT #9 & #10 ENGINEERS I PLANNERS I SURVEYORS
FU UAY-VARINA WAKE COUNTY North Carolina 111 M¢Kenm-me NaMO 1-7511 W1:919- M -19- --.

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IMPACT#11
TEMPORARY WETLANDS
IMPACT
627 SF (0.014 AC) t ?-
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IMPACT#12 GRAPHIC SCALE
PERMANENT WETLANDS IMPACT 40 0
133 SF (0.003 AC)
1 inch = 40 ft.
ALSTON POND SHEET D WITHERS &- R"ENEL
IMPACTS #11412 ENGINEERS I PLANNERS I SURVEYORS
FU UAY-VARINA WAKE COUNTY North Carolina iiin .me Hann v,am. W1:919 -M fuc s1s.ez eam ww.wuwa. m.mm
IMPACT #13 IMPACT #14 IMPACT #15
PERMANENTZONE2 PERMANENTZONE1 TEMPORARY INTERMITTENT
BUFFERIMPACT BUFFERIMPACT STREAMIMPACT
426 SF (0.010 AC) 1,485 SF (0.034 AC) 23 LF
47 SF (0.001 AC)

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IMPACT #16 IMPACT #17 IMPACT #18 IMPACT #19
PERMANENT ZONE 2 PERMANENT ZONE 2 PERMANENT ZONE 2 PERMANENT ZONE 1
BUFFERIMPACT BUFFERIMPACT BUFFERIMPACT BUFFERIMPACT
668 SF (0.015 AC) 668 SF (0.015 AC) 285 SF (0.007 AC) 61 SF (0.001 AC)
GRAPHIC SCALE
40 0
1 inch = 40 ft.
ALSTON POND SHEET E WITHERS &- R"ENEL
IMPACTS #13 - #19 ENGINEERS I PLANNERS I SURVEYORS
FU UAY-VARINA WAKE COUNTY North Carolina 111 M¢Kenm-me NaMO 1-7511 W1:919- M -19- --.

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PERMANENTZONE2
BUFFERIMPACT
2,553 SF (0.059 AC)
GRAPHIC SCALE
40 0
1 inch = 40 ft.
ALSTON POND SHEET F WITHERS &- R"ENEL
IMPACT #20 ENGINEERS I PLANNERS I SURVEYORS
FU UAY-VARINA WAKE COUNTY North Carolina iil M¢Kenm-me NaMOm1-1111 .1;11 .e - -919- -.Mma-
365 365
PROPOSED
BOARDWAL
360 PRO OSED GRADE 360
EXIST ING GRADE

EXISTING STRE AM
355 355
GREENWAY CROSSING AT IMPACT #15
345 345
PROPOSED
BOARDWALK

340 \ T EXISTING GR ADE 340

GREENWAY CROSSING AT IMPACT #11
GRAPHIC SCALE
40 0
1 inch = 40 ft.
ALSTON POND GREENWAY CROSSING DETAILS WITHERS &- R"ENEL
ENGINEERS I PLANNERS I SURVEYORS
FU UAY-VARINA WAKE COUNTY North Carolina 111 M¢Kenm-me NaMO 1-7511 W1:919- M -19- xww.wl-..
385 \ 385
PROPOSED
\ GRADE

380 \ 380

\ y
\ y

375 / 375

\ EXISTING y'
370 GRADE yy 370

/
1 /
/
365 \ / y 365
r
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66" RC /
CROSS ING
360 360
355 355
UPSTREAM
385 385
PROPOSED
\ GRADE

380 380

\

375 375

/

370 EXISTING 370
\\ GRADE /

365 365

\ y

360 1 / 360
1 /
66. RCI
\
GROS NG
355 355
DOWNSTREAM
MAIN BARRELL SECONDARY BARRELL
EXISTING
GRADE PROPOSED
INVERT EXISTING
GRADE PROPOSED
INVERT
UPSTREAM 360.00 359.00 361.50 361.50
DOWNSTREAM 356.50 355.50 358.00 358.00
NOT TO SCALE
ALSTON POND CULVERT CROSS SECTION WITHERS &- R"ENEL
IMPACTS #1 - #3 ENGINEERS I PLANNERS I SURVEYORS
FU UAY-VARINA WAKE COUNTY North Carolina 111 M¢Kenm-me NaMO 1-7511 W1:919- M -19- xww.wl-..
~ 4 ~ ~ ~ G N
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~ ~ ~ ~ I : 1 EXIST N~ ToFV I el ~ I ~I _ D ti 07 r ~ t J N ~ ~ ~ ~ w ~ ~ w ~ ~ ~ I ~ ~ LLJ
~ _ _ _ Im ~I ` ~ , - r, ~ , ~ ~ I r I J PUMP STATION t _ , ~ , ~ ~ ~ ~ ~ ~ CREEK O
Z _ ~ I _ _ - _ _ _ ~ ~ 1, - ~ lW PIN# 0658610829 ~ ~
~ _ I _ -I Z I~ ~I ~ , I = ~ W I~ ~I D B 13219 / ~ EXISTING FEMA FLOODWAY I w ~ +v w ~ ~ w
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a ~I ~ i r ~ ` r ~ ~ f ~ f t I PI r ~ N~U~E ~ ~ ~ ~ ~ ~ PANEL 0658J,
~i=~_ ~ ~Uf BjIJF~ER ~ ~ ~ ~ EFFECTIVE MAY 2, 2006
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