20090689 Ver 1_Stormwater Site Plans_20090610

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~ i RIOT TO SCALE
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- 752-- - EXISTING CONTOURS ®2' INTERVALS
- ~~o - EXISTING CONTOURS ~ 10' kNTERVALS
601 N. Trade Street
Suite 200 ~i , X50-~°® PROPOSED CONTOUR
~ Winston Salem, NC ~:x RIGHT-OF-WAY
Candace e Architecture 27101-2916
CIVIC En 1~~6flP1 , - CENTERLINE
P. 336.723.1067 FUTURE CENTERLINE
nd Plennin F: 336.723,1069 Stume( Associates, PA - PROPOSED LOTLINE
PROPERTY BOUNDARY
- EASEMENT LINE
EXISTING TREELIKE
• • ~ - CREEK /WATER. SURFACE
h h A tiVCOAI 1 lilll ITV DI AAI
~o DELINEATES WETLANDS
EXISTING WATERLINE
C-3.1 GRADING AND EROSION CONTROL PLAN ~ . PROPOSED WATERLINE
EXISTING FIRE HYDRANT AND VALVE
PROPOSED FIRE HYDRANT
EXISTING GATE VALVE
f ~ INI PROPOSED GATE VALVE
C-6.0 GRADING: AND EROSION CONTROL DETAILS 3~~00 PROPOSED 45 BEND r~
--C-- . EXISTING SANITARY SEWER LINE
n ?nnnuiA V ncrAL,
EN TRANCE TO SS- PROPOSED SANITARY SEWER LINE
KERNERS -~0 ter. J ~ rji ~ ~ EXISTING SANITARY SEWER MANHOLE
MLLE NCE ~ M ~~~RA - ~ EDICAL CENT ~JII-~E
ER N~RS - C-7,0 STORMWATER MANAGEMENT DETAILS ~ KER -TER - ° „ - - ~ ~ ~ PROPOSED SANITARY SEWER MANHOLE „l
~ CAN _ r ~ ~DICA ~ ~ ~ , ~ qq f--' ~ - -SD-------- EXISTING. STORM DRAINAGE LINE
C 7,1 STORMWATER MANAGEMENT DETAILS x ~ ~ M J ~ p0 ,J. - ~ ~ ~ ~ k ~ ! PROPOSED STORM DRAINAGE LINE
- _ - ~ ~ 8k G
~ ~i-°' l _ _ kpp ~ / ~ N ~ ® ~ EXISTING STORM DRAINAGE MANHOLE
1 1 g.~OC - ~ ~ ~ s ® Q PROPOSED STORM DRAINAGE MANHOLE
6'~ ~ 00 _ 2 ~ r
EXISTING CATCH BASIN
~i~- \ ~ ~I-('(~ err PROPOSED CATCH BASIN
.{'1 ~ ~ ~ ~ EXISTING CURB INLET
~ ` i r / J PROPOSED CURB INLET
/ ~ 1 ~ ~a ~ EXISTING CURB AND GUTTER
~~~r - ~ - o
o ; PROPOSED CURB AND GUTTER
INLET PROTECTION
op ~ ~~4k ~ ~ ~
,f f SILT FENCE
0 1; kp ~ TEMPORARY DIVERSfON
9
CLEARING LIMITS
i at o ' ~s'
;~r ~e°~ R!P RAP
f
EROSION CONTROL MATTING
` ~ TRAFFIC.BARRACADE
\ ~
\ I
0 100' 200' _ _ ~mn ~ ~
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p
JUN 1 2009
DENR •l~ATER QUALITY SANDST ATER6
Now °°~~u~~~up~~~ I 1 , 12/09/08 ORIGINAL ISSUE DATE
e AcsoC Kv Vj\ SURVEY DISCLAIMER: ,.•"~~^P+oR /q s' ;off. REVISIONS
~ ;r G TF'•;,p ; ' r • 12/31/08 CRY OF W-S COMM THE BOUNDARY AND TOPOGRAPHIC: 3/17/09 DRNEWAY ADDf00MS
BEFORE YOU DIG INFORMATION HEREIN IS FROM SURVEY i ~rC+ = Q SEAL
ry r CALL 1-800-632-4949 INFORMATION SUPPLIED BY: ?.7ia s o _
REGIONAL LAND SURVEYORS, INC. a s °
N.C. ONE-CALL CENTER P.O. BOX 35341 Ca GREENSBORO, NC 27425 °Ai °°a
IT'S THE LAW 336 665-8155 ,~~h •s~~°°®4r ~c``° ~~~ee~unita~'1 gdpruuse`p`
wool

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~tmmel ~sociates, ~ ~ ~ b ~ ~ r.~, i , ~ i -
t... , ~ ~ ~ / ~ _-r f-- • Landscape Archikecture
f' ( ~ l - ~ Civil Engineering .
, = x ~ ; ~ / - Land Planning r ~ _r ~ J ~ i ~ BIG-RETENTION CELL #1
_ t, v ~ ~ ~ ~ / / ~ LEAVE EXISITING SEQIMENT 601 N. Trade Street Suite 200 f ~ ~ ~ ~ °TRAP IN PLACE UNTIL ALL
i _ . _ ^ ~ r ~ ,J` s, ~ ~ / / f l,r - ~ ~ CONTRIBUTING DRAINAGE WinsCon Salem, NC 27901-2996 ' i ~ I ~ s' r AREAS HAVE BEEN STABL ZED P~ 338.723.1067 F~ 336 723.1069
i„~` ZON ZONE II~ i ~ l;-'-' ~ SEE C-7.0-C-7J FOR
- ~ ~ - ' EAM BUFFER I BUFFER ~ rj ~ s~'+ ~ ,~WV - r DETAILS AND SPECIfICATIONS~ SEALS: ,oaerrrtrrre~~ire l w ,~a iss f / t ~ )
~ - ~ _v.. - _ - \ r 4
- ~ ~ FFER (ZO ,....r fl ~ _ - ~ / STREAM . ' ER ZONE _...^r, i r`'.- ' ~ ,-~^.~rr,r , ..880""'_` ' F~,S,,#2 ~ ~,•°fl~POR,g j°oeS,' . \ ~p1,~FF f ~ ~ tf; a ,o ~J. t~ei , i
" _ - ~ ~ . s. .,....a^ ..,.y ~~n _7.0 w a e P ,RIF RAP i e
- . , _ _ ~ w_ _ - 9!i PLU rn ° . ~ STA=32+74.38 ~ `POOL
. , _ 1,x,1! ..OUT=883:7.5 ,ate r-. _ B$5 g85` ..884-- :~a - r-_ d_ a ,
_ ~ _ - .
,~`TRApE S^~~,~EY
~ ~__flEV~LOP"t~1ENT.._C9RP.~ ~ - ~ _ - ''EXi51'ING SILT FENCE AND;, _,...._~.~DT 2q ~..w ~,om~"°" , " \ ~ ~ i~
_ , ~ , .....r _ STONE OUTLETS BY OTHERS, . C7NE ®1 ar a e I b ~ / ~ t v° e
- ~ ~ ' TYP. -R€PAIR IF NEEDED Z s_ . S EAM BUFFER ®.°A-• 886 - 88~- 890 , ~ ! t ~ . ~ 7 ,9 ~ - ~ 8 ~ ~
r. _ _ . _ _ . , ~ - r - _ _ , , - - ss '^Y:,, Jr.!-may.. , . - v YY -w
TRADE STREET . _ II . / ~?~.NE-^~ .892.,. CI 40 _w ° ` L ~ ~^g 5' ~ s` fir''; 8 °
DEVELOPMENT CORP. ~ ~ _ M B~~E~ ~ 50 STR - ® ~ " ~ " w. ® _ ~ t39 4 r TA=,32~+1~6.83~X ~ ~ ^ S S - .-..-'$U5~ ' 2 • ~ i !Y °
LOT 1 ~ - _ ~ .,r / / ti / .,~...n . . -8 ~ ~ _ YARD ....896°_ r.-- Y y s`"~, _ 886 - 1J - s a®• ~l a o. - _„-...~.e s INLET
;r , vi - , - ...898- " ~ v.- _ _ , F / _ _ _ _ r - u CLASS e RIPRP~P 888 6j88~ ~cI s~
..900.. ms w. ~ ` , Y-~~
i ~ ~ 1 ~ _ EX. GUARDRAIL - _ ~ y \ ~ - ~ ~ eI'a Bnnraee°~ - ~ ~ r- . 2~-~~' _
e . - ~ - DISTURBED .LlhkITS" TYP . r _ _ - 902..... COORDINATE CURB & GUTTER / _ . e: 8~,0. • " ~T_,.. 89 '
_ AND PAVEMENT TIE-IN WITH ~ / _ _ ....90'~. - _ SITE CONTRACTOR - ~ / _ 906 d - ,~.w _
_ ~ _ r . / - - - ~--894 , . - a - ~1~~~1) y.. - _ _ 894 ~,,~y _e ~ ~ _
OTHERS, TYP. / / , - - _ , , ~ 96 - r.
~ r~ ~ ~ _ _ ~ ..•9 ~ . _ , , ~ 89 ~ , ~ ~ , ..G . , -898
, ~ ice.. ~ ~ = ~ ~ A - _ ~ _w _ ._r ~
i m .~r ~ A, . - . - , _
~ r ° ~ = 900 _ t ~ ~ ,f EX. SIDEWALK ° ~ _---900 f _ ,,,i" 895.45 ~ ~ ® ~ CI #402 ~ 3~00~
. 6Y OTHE - f ~ ~ . gym.. < ° 902----- f , , r . w° - _ _f ~ ® ' M STA=33+12.00 , ~ ._.----...ate' •re'~'° 89+E.00 u ~ I
/ ~ r ~ , ~ ~ ~ _ , t WEST ~ ~ ti 6~,._,~----' ' _ . ~ 2 ® ° ~ 34k00 ~ ~ ~ ~ ~
HOSPITAL,: e _ - ° ~ ~ - - - - - so I 895.65 ~ ~~i , ' STA=30+59.x;3 S58. 20' 44'W ~ s ~ ~ g ~ ~ ~ ~ ~
10 9`~~ 9 ~ ~ 12.. _w r 912 CI X403 33+~
78 92 DISTURBED LIMITS, TYR" ° ~ ~ ~ r~ EX CI ~ g2 ~ o ,r , , i 0 " ~ 914 ® ~ u~ 4> I - 32+00 ~ ~ ~
926 ~--I ~ M ~ x•928 y rz" ~ I_,- ? ® a y ~ - ~ 1408.0 ` ~ 89.80 . ~0 ~ >m
924 ~ ° , ~ ; ~ 6 ~ ~ ®
® CI #404 , ~ ,w ; ...e„ ~ I ~ ~ .r. , - ® ~ e STA=2$+12.00 ~ . r •m- / 922 + t / 895.45. A. ~ .,i ~ ~ b ~ , ~ ~ CI X407 y ~ ~ "~"/W~
/ r ~ - ~°j STA=33+12.00 ~ {
CI #405 1 ,q ~ 1_ M ~ STA=26+25.0 ~ ~ ' ° 9+00 ~r Q ; ? ~ 2 o 1
44 W ,r • • 91 ,.32 TC 916.62 C ~ ~ f S58 20 ' i ° CI #408 ~y ® % ~EM OI~AR~-e ~ "I ~ ~
i-.__ - ~ 1408.0 r7` CI X302 919.20 TC ~ e I / ~ d ~ STA=30+60.07 t ~ - `CLAN WATER.. ~
~ TA=23+35.00 ~ CI 301 ° ~ i ° - - o,~ . - -~DI~IER~ION .w ~ -
U - # 3 27+DO ~ - r ~ STA-24+47.00 g ~ a.~=:' + o~ ~ 20 ~ E ' ~ ~ ~ I ~ ~ ~ ..BERM' IYP. ® - 902-'
_ ~ , ' ~ j t 2 DO i CI #409 ~ z ~ ~ I, r _ _ _ T ° - ~ ® i ~ ~ ~ ( -1-.° ~ ~
123+00 - ~..v. ~ . - , . ~ ,I ~ w - STA=28+ 2.00 ~ " a - ® ® ~ ~ k ~ 4 TEMP. S>~'0 _ u~ ; ~ _ 6.0 I o.- } ~ ~ I k ~ CONTSTRU ITIO, J
?4i~00 25+00 s ~ gQ6 z ( I ; EN RAN
1" CI #313 CI 406 „ ..,.-908 _ _ _ ~ 3 ~ ~ ~ _ . ®
1~" g r CI 303 ~ I STA=24+74.30 ~ STA=26+25 00 , ~ '910 " i~ _ _ . 2~ , 1 92~ ° _ -6,0 EXISTING TEMPORARY CLEAN I ~ ~ , I ~ ~ ~ ' ion _ .,...90~ r- Q
STA=23+35.00 ~ _ ~ r ~ 8. _ HO ~ WATER DIVERSION BERM BY ~ ~ ~ ~ ~ ~ ~ ( 4 I i f ~ ~ ~ ~ ~ I OTHERS, TYP. REPAIR IF NEEDED I 4 ~ l ~ ~ ~ - I yy e
_e PI L BOULEVARD w-~°L _ ~ nW , ® ® - ~ 24'1 HOPE ' ~ I { ~ 1 ~ ~ ~ a S; r I I L L . s SLOPE 4' #
; ~ W VARIES ~ - 1 ~ ~ ~ DISTURBED LIMITS, TYP.; ~ ~ ~ - STOKE -INLET D LIMITS, TYPE; i II SLOPEDPE 4 i i~ i d DRAIN ~ s
R ~ - . ..1W I __91g _ ..,W - PROTECTION- 2
_ _r. TYP. 1 _ 9 _._..v~ ~ r µ _ ~ f i i DRAIN' -6,0 ~ ~ ~ ~ ~ ~ 4 'i i 1~ _ , I I UNDER ~ l
22 _ _ , ..w- - ` , ~ _ m._ _ ® ~ - - - - I I CONSTRUCTION ~ ~ ~ ~ ~ 4 t ~ ~ i I ENTRANCE ~ ~ 4 ~ ~ ~I ~ T" ~ ~
20 _ _ _ 918 _ z i i ~ ( k °
- ~ , ° ~ I ~ ~
__-n 1 _ _ _ _.BARRIEAF7€, T1~~ \ ' w ' - - - _ ~ ti EXISTING STOCKPILE AREA i _ _ ______I - 4 1 ~ I ~ i
- _ i }
1 ~ ~ ~ - I s ~ f ~ 1 ! ~ I ~ ~ l ~ ~ ~ ~
,l` ,P--;;,; _ . I BLUE DIAMOND ,INVESTMENT ~ F~ 1~~ r Q'
f - "~A{~;-iY~': ~ 5 RO K H K ° _ 6.0 ~ 5 . C C EC I ~ ~ _ _ , ~ _ e t ~ COMPANY„ LLC , I i I ~ ~ ~ I I~ Its ~i F
r/ ,i~;r 6.4 TRAFFIC -6.0`~ DAM, TYP. ' ~ LOT 4A f . 8AR ICADE, TYP, , .I i EX. SLOPE DRAINS i 4 ~I ~ ~ 1i ~ ~
} ° .r~~ ABC TO EXTEND 5' ASST"" ' ~ ~ ~ ,
/ / ~ , i ~ i ~ .,r,t=. ~ _~DGF -OF EMENT ~ ~ 4, i i STAGING AREA FOR ° , I ~ °
~ ` _ ' ~ BRIDGE CONSTRUCTION i + ~ ~ ~l I 4 ~ I ~ 1 I I '
i a
~ s , ~ ~ ~ BLUE DIAMOND INVESTMENT ~ ~ , E I ~ ~ ~ t ~ f ~ ' ' ~ CLIENT:
/ ~ P Y LLC i ~ , COM AN ' PROPERTY IN ~ TYP. = f i i ; ; ' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Novant Health, Inc.
L E~, f ~ ~ , - a
LOT 6 ` .w I , , ~ I , ~ 2085 Frontis Plaza BIVd. t I
"r ~ ~ _ f f( I ~ s ~ ~ ~ ~ ~ ~ Winston-Salem, NC 27103
i' ~ ~ - ~ ~ ~ i ~ I ~ ~ ~ ~f (704 316-4326.
I ~ ` ~8 1 ~ ~ ~ ~ , ~ - r'`, _r..~. r ~ ~ ~ . 1y,4~~~ ~
w~ ~ 3 ~t ~a: ~ ~T- I , - ~ 1 ~ ~ ; ! ~ ~ ~ ~ ~RAwN: DKJ, TEM _ _ _ f t °
rC _6,0 EXI , ING T MPO~iARY CLEAN_ . E E ~ WAT- R DIV RSION. BER~1 ~~BY ~ . •3, j ~ ~ l ~ DATE 12~Q9~Q~$ A
' OTHERS, TYP. REPAlR IF-NEEDED , , _ r+~' r .r` ~ ~ d I REVI
y _ _ - ~ ° ~'t ~ SIGNS ~.M ~ ~ t - ~ ~ i ~ Q 12/22/08 TOK COMMENTS .
~ I ® 1/14/09 TOK COMMEt~iS
` "~w, 1 i c ®3/17/09 ORiVEWAY ADDITION
®~/27/os swM REVISION
~ p
JOB. N0: QS-O32
0 40' 80' SHEET TITLE: ~ '
G L
EpOI C T' L
NOTE: ~ t- LA '
1. HOSPITAL SITE STORM DRAINAGE AND STORMWATER MANAGEMENT MEASURES MUST BE
OPERATING BEFORE CONSTRUCTION CAN BEGIN.
2. SILT FENCE AND STONE OUTLETS TO BE REMOVED ONLY AFTER LEVEL SPREADERS HAVE SCALE: 1° ' 40°
orc~i u.irTni ~ rn e•in I~ICf1P!•TPl1 nv rnui~i nr
ocur ?vainLL.w nivu IIVJf GIiICU of ivrriv yr KERNERSVILLE AND ENGINEER. SHEET NO.:
3. DISTURBANCE OF STREAM BUFFER IS NOT ALLOWED AT ANY POINT DURING CONSTRUCTION.
a
0 STIMMEL ASSOCIATES, P.A.

NOTE:
* STONE S1ZE-USE MSHA SIZE #2 (2-1 /2" TO 1 OR AASHTO DESIGNATION M43,
SIZE #2 {2-1/2 TO 1-1/2"). USE CRUSHED STONE * LENGTH-AS EFFECTIVE, 6UT NOT LESS THAN 50 FEET.
` * THICKNESS-NOT LESS THAN 8 INCHES.
* WIDTH-NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. * WASHING-WHEN NECESSARY WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR STANDARD METAL POSTS
TO ENTRANCE ONTO PUBLIC R/W. WHEN WASHING IS REQUIRED, IT SHALL 8E DONE ON 2'-0" IN GROUND
AN AREA STABALIZAED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP, ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH,
OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL, BOARDS, OR OTHER
APPROVED METHODS. GALVINIZED * MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT HARDWARD WIRE Stimmel Associate, a
TRACKING OR fLOWiNG OF SEDIMENT ONTO PUBLIC R/W. THIS MAY REQUIRE PERIODIC EXTENDS TO Landscape Architecture
TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR TOP OF BOX CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, Civil Engineering
DROPPED, WASHED OR TRACKED ONTO PUBLIC R/W MUST BE REMOVED IMMEDIATELY. Land Pianning
601 N. Trade Street Suite 200
Winsfon Salem, NC 27101-2916 P:336,723~1067 F: 336.723,1069

I ~ ~ p111111441~ SEALS: ~I 4°°.f°°°
- Q ~ • e.a•~ V/6• 0
OP ~ ~~G pF ~ MI ° OBTAIN BORROW `0 a~pORq~,.,S° FROM EXISTING - ~ G ~ s
~0 ~ N. o Q G~ ~ "Q tl. GRADE
~,0 ~ ~ 0 m ~ m NAX.Z y~OFF °
° 0 ~r o o ~ i ~ MAX.2 1 s w °
18° MIN. °°.b0 . • HEIGHT t~ UNDERLINE CLEAN WATER • 9,°.• ~ e`
a~ ~ ti a~`~
8 MIN.,, 5 ~ APPROVED EQUAL IMMEDIATELY 41
2-3 COARSE ®•a~oo~ o Q SEDIMENT UPON INSTALIATION ° e1411 /4 4 „ C
AGGREGATE NCDOT TYPE 2 GEOTEXTILE FABRIC ~ ~ SHAPE BORROW INTO BERM oe`° • <®°a°
# 57 WASHEQ STONE PLACED TO A EXISTING GRADE °e®~ r • Ps' 'Z°.
HEIGHT OF 12"-18° MIN. ABOVE ST DER ~ s
TOP OF BOX i 03 5
I I ° as
N.T.S. N.T.S. N.T.S. R
PROJECT:....
4'MIN. ISLAND OVER INLET DIVERSION BERM B
1.5` MIN.
f. . I 1=1 11= 0
HOLD-DOWN STAKES ~ k~::. ;:::z.~ : '°I ~ =_=III=~ TOP OF WEIR o
=1 I I~ I I=1 I I-1 I I=1 I I- PLACE RIP RAP uP ~ o, oop0ar~ oUPp °
I®I I 11=III=III=1 I SIDES OF DITCH ~oO~~B~~~O° ~~~Q
=1Ir PlAST1G CORRUGATED PIPE ~p ~G I-111 - 12" MIN. 000Q~~~p 0°(~~
~G 1=111- HAND COMPACTED i_ FREEBOARD = I 0 C~ ~ SEE PLANp° ~
I=111 TOP OF FILL ISLAND ~ (s - - ~ ~i I° ~i7a~ ~I (I- DVERSION 4 MIN Q~ z a 4 A DIR. RcP Fps ~ ° ~ ~g FOR CLAS g ~oV
4 I= BERM " NATURAL 4 4 Q ~ ~ 4U ~0~~ ~ STONE
I=I I 6 MIN GROUND ~ a 8 o~ ° ~~Oo,~oO° ~ ~8~008
STABILIZED OUTLET 4°MIN. I L= 1.5 MIN ~ / ~ _,.G N ,U4 DITCH SLOPE 1 MIN l3:: ~ ~ ~ TH= 4 TIMES PIPE DIA. =1_1 I- ' ~ ' ~~"L' LENG ~ / \ uu 0 °
LEVEL - FLOW FLOW ~ ~ ~ ~ THICKNESS= 12° CL. 6 RIP RAP. ~=III ° ~ ~ 2 MIN. ~o~o~~ W
WIDTH= 4' MIN. ~=III- - L =III' o
=III' DVERSION CHANNEL SECTION ELEVATION NOTE: SEE PLAN FOR APRON w
-1 _ =III. DIMENSIONS A AND B ® A ~ u
I_ - III III- I I-11 _L_ =III=III=T=1 I I-III-III. B 1' 2° ' V ~ V
® PLASTIC CORRUGATED PIPE o TOP OF BANK BEYOND MIN. MIN. -TOP OF WEIR SECTION A A
SLOPE ~ PIPE INLET SEE PLAN FOR ~
~ ~ 0 ~ (MAX.) CLASS O.F STONE ~
m1 v 1 o Io 57 WASHED ~ AND THICKNESS
A I A # 1 I STONE ~ d50 STONE SIZE OF 8", FES ~
MAXIMUM SIZE OF 12" I~ I11=III=1 I N I1={ I ~I I I °~~'p~°~~°G~ °o ° 11=1 L=1 h
FLOW ~ ~ (=1 ~ ~-I ~ (T-T~~) 1-~ ~ I ~~~I~ O O W O R7 I I I-Ip I
~ ~ ~IIIII~~III{~Iilllllll~~~l~lii- - - - - _ ~ MIN.
o' SLOPE o ~ ~ STABILIZED v ~ GEOTEXTILE S ECTB O N NcoOT 57 QJ
OUTLET m m . HOLD-DOWN STAKES 1 8 FABRIC ~1ASHED#STONE
o MIN. MIN. J UNDERLINER
SECTION BEADING
I ~ ~
NTS N.T.S.
NTS
CLIENT:
Novant Health, Inc.
2085 Frontis Plaza Blvd.
Winston-Salem, NC 27103
[phone]
DRAWN: DKJ, TEM
DATE: 12/09108
REVISIONS;
1/14/09 TOK COMMENTS.
®5/27/09 REMOVE LEVEL SPREADER
JOB, NO: OS-O32
SHEET TITLE:
G DING AND
EROSION CONTROL
DETAILS
scaLE: AS NOTED
SHEET NO.:
U~b
C STIMMEL ASSOCIATES, P.A.

fi,~
6~«
S#~mE~l s~i~te5, R
L Planting Soil 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THE SERVICES OF A ateria Specification Size .Notes Landscape Architecture
The. soil shall. be a uniform mix, free of stones, stum s, roots or other similar ob'ects lar er than two inches. No other materials or PROFESSIONAL LAND SURVEYOR FOR ALL SURVEYING REQUIRED p ~ g BY THE CONSTRUCTION DOCUMENTS. THIS SHALL INCLUDE BUT NOT BE Civil Engineering.
substances shall be mixed or dumped within the bioretention area that may be harmful to plant growth, or prove a hindrance to the LIMITED TO THE FOLLOWING: GRADING, RISER STRUCTURE BARREL STORM Planting Soil planting or maintenance. operations. The planting soil shall be free of noxious weeds. ~ ~ , Sand 85-88% N/A USDA soil types: loamy sand, Land Planning
The planting soil shall be tested and shall meet .the following criteria: DRAINAGE & ETC. (2 deep) Silt 8-12% sandy loam or Loam 601 N. Trade Street Suite 200
pH range 5.2 - 7.0 2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR A FINAL AS-BUILT Sod eat ss % Winston Salem, NC 27101-2916
SURVEY OF THE BIOREfENTION DEVICE, THE AS-BUILT SURVEY SHALL INCLUDE THE organic matter 1.5 - 4~ (by weight) FOLLOWING ITEMS: Centipede Grass P; 336.723,9067 F: 336,723,1069
magnesium 35Ib./ac Ge it e„nnW s " en opening N/A For use as necessary beneath sEALS: °+,,o rs,,®
phosphorus (phosphate - P205 75 Ib./ac A. BIORETENTION DEVICE/DAM GRADING (FULL TOPO OF BIORETENTION DEVICE 0 ew°ey~ w I Size (ASTM-D-4751 grab tensile underdrains only ``o
potassium (potash - K20) 85 Ib./ac INCLUDING OUTSIDE OF DAM.) WITH 2 FOOT CONTOURS AND SPOT ELEVATIONS soluble salts not to exceed 500 ppm ALONG CENTER TOP OF DAM IN 50 FOOT INTERVALS. Strength (ASTM-D-4632}, J'
:fie •v: Puncture Resistance ~ G ~ ;
All bioretention areas shall have a minimum of one test.. Each. test shall consist of both the standard soil test for pH, phosphorus., B. TOP OF RISER & THROAT ELEVATION AND UPSTREAM AND DOWNSTREAM INVERTS and potassium and additional tests of organic matter, and soluble salts. A textural analysis is required from the site stockpiled OF BARREL s• (ASTM-D-4833)
topsoil. if topsoil is imported, then a texture analysis shall be performed for each location where 'the top soil was excavated. Since m
different labs calibrate their testing equipment differently° all testing results shall come from the same testing facility. The NC Underdrain gravel C. LOCATIONS AND INVERTS OF ALL INCOMING PIPES Department of Agriculture (NCDA) .lab is the preferred testing facilitiy. Should the pH fall out of the acceptable range, it may be AASHTO M-43 0.375'° to 0.75°' " o
modified (higher) with lime or (lower) with iron sulfate plus sulfur. D. BOTTOM OF BIORETENTION DEVICE ELEVATION Underdrain pipin 9
2. Compaction E. LOCATION OF RIPRAP DISSIPATOR PAD S F-758 Type PS 28 or 4 to 6 riigid schedule 40 PVC ~ perf. ~ 6 on center, 4 holes ~ ° AASHTO M-278 or SDR35 per row, minimum of 2" of gravel °`1'~~
Over pipes, nc~t necessary ° + `~~o
It is very important to minimize compaction of both the base of the bioretention area and the required backfill. When possible, use F. LOCATIO A underneath pipes °°o f
excavation hoes to remove original soil. If bioretention areas are excavated using a loader, the contractor should use wide track or N ND ELEVATION OF SOIL/RIPRAP BAFFLES marsh. #rack equipment„ar light equipment with turf type tires Use of equipment with narrow tracks or narrow tires, rubber tires with 3 IF THE AS-BUILT SURVEY DOES NOT COMPLY WITH THE CONSTRUCTION Poured in lace Concrete '
lar9e {ugs, or high pressure tires will cause excessive compaction resulting in reduced infiltration rates and is not acceptable, p ate fc=3500 psi ®28 days, normal N/A On-site testing of : ~a' ~ ti~>
Compaction will significantly contribute to design failure. Compaction can be alleviated at the base of the bioretention facility by using DOCUMENTS, THE CONTRACTOR WILL 8E REQUIRED TO CORRECT THE (if required) a rimd tillin o eration such as a chisel low, ri er, or subsoiler, These tillin o erations are to refracture the soil rofile throw h DEFICIENT ITEMS. THE CONTRACTOR WILL RESPONSIBLE FOR REVISING p ry 9 p P pp 9 p p g THE AS-BUILT SURVEY, weight, air-Entrained; reinforcing poured-in-place concrete = ~ L
the 12 mch compaction zone. Substitute methods must be approved by the engineer. Rototillers typically do not till deep enough to to meet ASTM-615-60 required; 28 day strength & slump test; all concrete design. = °
reduce: the :effects of compaction from heavy equipment.. Rototill 2 to 3 inches of sand into the base of the bioretention facility 4 CONTRACTOR SHALL PROVIDE AN AUTOCAD DRAWING AND SEALED before: backfilling the optional sand .layer, Pump any ponded water before preparing (rototilling) base. When backfilling the topsoil over HARDCOPY TO ENGINEER. (cast-inplace ar pre-cast) not ° ~ ~G,m®
the sand layer, first place 3 to 4 inches of topsoil over the sand, then rototill the sand/topsoil to create a gradation zone. Backfill using previously approved State of " q `
the remainder of the topsoil to final grade. When backfilling the bioretention facility, place soil in lifts 12" to 18". Do not use heavy local standards requires deSlgn seep®'e~~~R1je4°"°°'°°
equipment within the bioretention basin. Heavy equipment can be used around the perimeter of the basin to supply soils and sand. Gr 'or ' n io q' t a m o r a ac drawings sealed & approved by PROJECT:
Professions Structural Engineer
3. Underdrains licensed in the State of North Carolina. -design to include.
meeting ACI Code 350.R/89;
U rain e t I on 3'- " ide tion filte oth. ' e ' lace ext, we th rav eddi Th vertical loading [H-10 or H-20];
ends o underdram pipes not terminating in an observa ion we or clean out s all be cappe . The main collector pipe for Underdrain systems shall be constructed at a minimum slope of 0.5~. allowable horizontal loading (based
on soil pressures); and analysis of
4. Miscellaneous potential cracking.
THE BIOREfENTION FACILITY SHALL NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED.
Sand Sand shall be washed. AASHTO-M-6 or ASTM-C-33 0.02" to 0.04" Substitutions such as Diabase &
(4'° deep)
Graystone #10 are. not acceptable.
No calcium carbonated or dolomitic sand substitutions are
acceptable. Na "rock dust" can be
used for sand.
w I--
Z w
U
DESCRIPTION METHOD FREQUENCY TIME OF YEAR Q
SOIL U
Inspect and repair erosion Visual Monthly Monthly ORGANIC LAYER
Remulch void areas By hand. Whenever needed Whenever needed
Remove previous mulch layerbefore By hand Once every two or Spring
applying new layer (optional) three years
Any additional mulch added By hand Once a year Spring
PLANTS
Remo+~ and replacement of all dead See planting 3/15 to 4/30 and 1011 to 11130
and deseased vegetation considered specifications
beyond treatment 4~
Treat all diseased frees and shrubs Mechanical or by hand NIA Varies, but will depend on insect or disease infestation
Watering of plant materialshall take By hand. Immediately after N/A
place at end. of each day for 14 completion of project
consecutive days and after. planting
has been completed
Replacement of support stakes By hand Once a year Only move stake in the spring
Replace any deficient stakes or wires By hand Whenever needed Whenever needed L
Y
CLIENT:
Novant Health, Inc. TOP SLAB 2085 Frontis Plaza Blvd.
F G - 4" Winston-Salem, NC 27103
REMOVABLE TOP ELEVATION 6"~ (704).31.6-4376
FLUSH TYPE TOP ELEVATION 2ND OPENIN IF REQ°D.
CAP oRAwly: DKJ, TEM
CLEAN OUT TO BE SET ~ OPENING 6°• 9" B DATE: 12/~~/O$
1' ABOVE BIORETENTION CELL X X 8"
BOTTOM A REVISIONS: 9" ~ 06/04/09 TOWN COMMENTS
A p
m 8" _ o
6
t
VARIES
SEE PLANS SECTION X-X ~ SECTION Y-Y
Y
COMBINATION WYE PLAN
AND 1/8 BEND NOTES: MORTAR JOINTS 1/2" TO 1/8" THICK. JOB. N0: QS-O32 USE CLASS "B° CONCRETE THROUGHOUT.
USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. SHEET TITLE;
MIN. DIMENSIONS FOR CATCH BASIN (BASED ON MY >IN (BASED ON MIN. HEIGHT, H) PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12° + fl A
DIMS OF BOX & PIPE REINFORCING REINFORCING SLAB ON CENTER. USE STEPS WHICH COMPLY WITH NCDOT STD. DRAWING 840.66. STORM TE
PIPE SPAN WIDTH HEIGHT BARS - X BARS - - X BARS - Y TOTAL DIMENSIONS CONCAVE TOOL ALL EXPOSED MORTAR JOINTS.. p,,//'~±±
D A B H N0. LENGTH N0. LENGI IGTH N0. LENGTH LBS F G USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS A/~'!V ENT
12" 3'-6" 2'-3" 1 °-10" 5 3'-4" 7 4°-; -4" 7 4'-7" 28 4'-10" 3°-7" OF SECTION 840 OF THE STANDARD SPECIFICATIONS. ®ETAIL IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB G t1
15" 3'-6 ° 2'-3" 2'-t" 5 3'-4" 7 4°-; STUB OUT 1' PAST 18°' 4'-0°' 2'-8" 2'-4" 6 3°-9" 6 5'-' -4" 7 4'-7" 28 4'-10" 3°-7" AS SHOWN ON STD. N0. 840.00.
HDPE UNDERDRAIN WYE AND CAP 24" 4'-0" 2'-8" 6 3'-9'° a -9" B 5'-1" 36 5'-4" 4'-0" FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAG, OVER -9'° B 5°-1'° 36 5 -4 4°-0" 8'-0" TO 16'-0° IN HEIGHT USE 8" WALLS AND BOTTOM SLAB.
2 -10 5 AT 0.5~ MIN. 30" 4'-0" 3'-6" 3°-4" 6 4'-7" 10 5'-' -7" 10 5'-1" 44 5'-4" 4'-10" CHAMFER ALL EXPOSED CORNERS 1°.
36" 4°-6" 4'-0" 3'-10" 6 5'-1" 11 5'-' -9" 11 5'-7" 52 5'-10 5'-4" * INCREASE THE SIZE OF THE 6" OPENING TO 8" MAX., AS DIRECTED BY THE na winTr-n
42" 5'-0" 4'-6" 4'-4" 6 5'-7" 13 6'-' -7n 13 6--l- 65 6'-4V 10" ENGINEER BY ADDING 2" TO THE WALL HIEGHT ABOVE THE TOP ELEVATION. ADJUST OUMLC. MJ ivv r GU
48" 5'-0" 5'-0" 4'-10" 6 6'-1" 14 60- -1 14 6'-1-1 71 6'-4" 6'-4- QUANTITIES ACCORDINGLY. SHEET NO.:
LEM UT D ETAI L U - N,U =YL 46 ffD~ AN L~E L 2 1 STD. 84U.05) --T Ur-% EIA.IL.= NCDOT
NTS 0 STIMMEL ASSOCIATES, P.A.

i
¢ ' 8'
UNDERDRAIN ,,.T,, DISTURNBED i CLEANOUT
TENTION uMITS c-7. (TYP.) NOTE. THIS BIORE A

fLITY SHALL NOT BE , FAC ,®o TOP OF RIP RAP END OF BARREL
80 90' BEND W ^ p F, 6" BELOW BARREL INVERT CONSTRUCTED UNTIL ALL s 10 LF OF 6 ER '~--880. CLEANOUT (TYP.) HDPE ~ 0.50% ~ j:. ~ N
CONTRIBUTING DRAINAGE .~,\l
~ 10 LF OF 6" PERF.~s• E®. 882 HDPE ®0.50% AREAS ARE STABILIZ 6' Stimme~ Associates, PA r
10 LF OF 6" PERF. cP &~6,,,. _Wri„ M1 ~ HDPE 0.50% Landscape Architecture
884 ~ - ! 2:1 2Z 1. Civil Engineering
` 10 LF OF 6" PERF. _ - ~ - • ~ HDPE 0.50% ; - " Land Planning
~-885`` ,;i-" _ ~ _ ,----•50% ,'a. ~ 6 LF OF 6" PERF." 1 _ ~ _ e - ~-i-- BOTTOM PLUNGE POOL 601 N. Trade Street Su'rte 200
°'~88 ~ _--~n... DP ~ 0 ~ HDPE ~ 0.50% ~ 7F0 _ - • 2 f-- . " F 6 ~F -RIP RAP ' Winston Salem, NC 27141-2996
i~ \ ~ PLUNGE POOL r,,, _ 2:1 ~ 0% 2:1 3' P: 336,723.1067 F:336,723,1Q69
~ 0.50`% ` ~ 2:1 POND T !f F. HDPE ® ~ _ , SLOPE i SEALS: ,6Nesuuee~ra
ELEV. 884.75 -~...1, . ~ aF 6 PER 8g , , 6 LF m._ 1 0\ , s .
POND BOTTOM ' .50% ~ ~ I PE ~ D . BOTTOM PLUNGE POOL o®`®,~,o °'""SCI ~`'eS°~'ei ,.°~~pORgr. , s°G c" :~0
ELEV. 883.75 / ~ I g" PERF•, HD ~ OF ~ N " ° ' ° e
/ - ~ ~ 1 4 F , ice" ' HDPE ~ 0.5 \ °
CfiOSS- S~TI15N IN ~ ~ ~ " ERF• P TOP OF RIP RAP i s
DTL. 2 THIS SHEET / ~ ' L OF 6 ~~'"'l~' ? ~ ~ 142 ~ ~ ~ AT EXIST. GRADE e "
CU~SS.•B- ~ ~ ~ PE ~ 0.50% ~ ~ e H a0L
.w.-~-- --R1F'°~AP PAD.. ~ i' ~ ~ f ~ 6^ PERF • HD ° - / ~ 13 J -886~,"" . ~„1Dk-x°~tZ'9G w• , ( ~ e ~F F a esUt r i~`
x.888-°°" O.. 1 0`~ ~ w , 9 LF OF TRANSITION TO ,
..--'"j ~ g^ PERF• HD .-r~ s .,o-` CI 401 ~ ~ 32 LF F - n 884 YARD INLET 2 GRADE TRANSITION ~ITION BE SMOOTH AND UNIFORM ®ae, ~
~ STA=32+66.83 ~ ~ ` C-7. 8 , - ,y - . ~ p.50% ys - , TO EXISTING STREAM REAM °o
_ ~ PE HDP • a _ GEOMETRY y , 130 LF F 6 . . °==`$'8 i_~,__~---~_ - 8 LF OF 6" PERF. ETRY ® m
_ _ s' ~ ~ _ •885-~~ ti ~ 1 1•~ ..,}{D.FE 0.507" ,,,r,. - ,4 SEA r; 395 '
P , _ as__-- 884 `s °e n
T-- , , , 1 ~ . - _ 886 ~ 4 END RIPRAP _ , END RIPRAP 0.~cl~ ,r`~,`
L.- _ _ _ - AT END OF - '-l~,__~____- AT END OF °<ii •1 °R®°°
CLASS B -y., . 86... ~ ~ TRANSITION RIP RAP , 4~', ~ % 90° BEND W _ 8 . _ - TRANSITION i~0°Bnn a oe e!®''®e
- ~ CLEANOUT (TYP.) _ . _ _ _ PROJECL
_ °888 ``!`'tea ~ ~ - - - , COVER WEIR SECTION
_ ~ ' - _ _ _ W/ CURLEX I MATTING _ _ _ _ _ _
. ' ~ 890. _ , ~ , BARREL ° - - - - - - • " . _ _ _ I e , ` _ ®RIPRAP_ ~ s - - - ~ ~ _ ~ ~ TOP OF BANK ~ 8" NCDOT CLASS A RIPRAP
- _ . 9 , ; ~ g 0 j
892 -
w E ..r 3.4' Z:~ EXISTING SLOPE ~ _ NCDOT CLASS A RIPRAP
-892 - y f ' 6" #57 WASHED STONE
894 • ~ ~ - .v_ ~ _M. - 1
p,a _a. _ _ _ ~ ~ TRANSITION NCDOT TYPE 2
' 4- - ~ w_s t ~ '-'1 ~ ~ 89 ' ~ NCDOT TYPE 2 y 1 ZONE GEOTEXTILE FA8R1C
~ _ ~ ® ~~~'i" ~ ; , GEOTEXTILE FABRIC ~ _ COMPACTED SUBGRADE 6FT 3FT
~ ~ UNDERLINER 6 FT ~.T -.-898 ~ ~ ~ - _
_ •-896'~..- _ . ~
_.a TI - TIO E-
. ----i, ,
_ ~-898' ~
•
. 9/
NTS
oe W
Z W
STORM W STORM WATER U
UNDERDRAIN 1 MANAGEMI _ CLEANOUT STRUCTUF MANAGEMENT 2 Q
- 4. TYP. C-7. TOP=8 STRUCTURE U TOP = 885.58 Q
LLJ
SDMH #401 4.
CENTIPEDEGRASS SOD 10' PONDING WATER WEIR WEIR = 884.75
CLASS B RIPRAP
INV OUT 4 TOP EL . 8 5.00 - FES #2
883.75 r \
f ~ F OF 24° FOREBAY ELEV. POND ELEV. ~ 8L -
1.02% 884.75 884.75 12" ~ ~ ~ RCP MAX.1 INV OUT = 879.50
MAX.1 MAX.1 BOTTOM ELEV. 3 3 s,~ 883.75 - s~ w i
~ ~ ' ` ~ _ d~ _ u _ RIP RAP 2
- I ~ f; PLUNGE POOL C-7,
BOTTOM OFa k, } ~ } ~ a ~4. „ MEDIUM - ' ~ ~ s- t•~ ~e, ~ ~ ~ r' ~ 48 LF OF 30"
,r.4,t,.~: ,.r ELEV. 881.75..E RCP ®0,31%
4" WASHED SAND "1 AASHTO-M-6 ~ MIN. 0.5% SLOPE MIN. 0.5% SLOPE ~ i ~i
( OR ASTM C-33)
.85
T NE UNDERDRAIN INV = 879.85 X57 WASHED S 0 50' MAX. 50' MAX. BETWEEN CLEAN OUTS 50' MAX. BETWEEN CLEAN OUTS INV OUT = 879.65 T = 879.65
BETWEEN CLEAN OUTS
_ CLIENT:
6" SINGLE WALL HDPE UNDERDRAIN ERDRAIN oN Novant Health, Inc.
T.S, WITH 3 B" PERFERATIONS 6" ON N, CENTER WITH 4 HOLE PER ROW. ROw, 2085 Frontis Plaza Blvd.
PIPES SHALL BE IAYED AT A MIN. A MIN.
OF 0.5% SLOPE. CLEANOUTS SHALL BE PLACE AT A MAXIMUM OF 50' SHALL Winston-Salem, NC 27103 ,F 50' [phone].
SEPARATION. (TYP.)
DRAWN: DKJ, TEM
STORM WATER UNDERDRAIN DATE:. 12!09108
MANAGEMENT 2 CLEANOUT 1
STRUCTURE C'7• (TYP.) C-~• TOP = 885.58 EaEVISIONS: _
CENTIPEDEGRASS SOD
= PONDING WATER
GRASS EMBANKMENT WEIR 884.75
MAX.1 ~ TP .8 .0
3
POND ELEV. 884J5 ' ~ ? 0' PLANTING SOIL MEDIA
e 12„ . , _ . - ~ . ; c , . SAND 85-88% ASTM C-33
BOTTOM ELEV. 883.75 , ~ • , . - y ~ ~ FINES 8-12% ORGANTIC MATTER 3-5%
3P ~ ~ yl sf > ~ 1 l ° r # l A y ~ JOB. N0: 08-032
Y~. u' ~1 ~.~I ' ~ t'b Q ~ ~ `a , SHEET TITLE:
` ~ , X'. 1,~ ~ ~ S ~ n7'J~-+T"t F'". t:, ~f~w a ~~y,.r ~aK: ~.i~.~ ,~f.. +"EY. .,,,x.r'.~. ~S ~ . BOTTOM DF MEDIAN ELEV. 881.75 ~ ~ ~ ~Y, u.r..~ n.:gri .rd ' ,t ~ ,u .a ;tft a i ~1G y;.~ ~ Y.~WY, . -0; ' ' wrn r,,,c,, .
r c ~,r y .y. ,u e~~~g .l~~~;Wrz14 ~.,+i '"~''-.T~Y~^w~F e .Y r ,4 . 1^c.. i?f 4. •:v4k` Lti'F. N('+!\.4`•~'~: ..1F kr ~\tii\... w,? h. ~^4• FILTER FABRIC ST®RIYI-WATER
MIN. 0.5% SLOPE
4" WASHED SAND (AASHTO-M-6 BETWEENVSAND ANID WASHED OTONOEUAL ft A A' A ~~AAEAI~'
OR ASTM C-33) 10' MAX. DETAILS:
#57 WASHED STONE INV OUT = 879.65 UNDERDRAIN INV = 879.85 6" SINGLE WALL HDPE UNDERDRAIN SI TENTI
WITH 3/8" PERFERATIONS 6" ON ~~I
CENTER WITH 4 HOLE PER ROW, L PIPES SHALL BE LAYED AT A MIN.
OF 0.5% SLOPE. CLEANOUTS SHALL
BE PLACE AT A MAXIMUM OF 50' SCALE: AS NOTED SEPARATION. (TYP.)
SHEET NU.:
3 BIORETENTION CELL 1 CROSS SECTION B-B
N.T.S. C-7,1
0 STIMMEL ASSOCIATES, P.A.

~ i J CAI, ~ , y ~:r,d i.;~ ~ i~ r
„ OLD GR~E~S~~RO RD
s`1 , ~ ~ r?:~ L,' E r~
p 1 ~ t o i 3 l ,444... ~ ii F,~~1 ~ ;~i
INDUSTRIAL PARK DR 21
e ~EGE~ID A n
- 752-- - EXISTING CONTOURS ®2' INTERVALS ~q
~5o EXISTING CONTOURS ~ 10 INTERVALS 66 ~OZ~ OL
e
----~5o PROPOSED CONTOUR SATE - ~ ~~pQ
9 ® RIGHT-OF-WAY ~1~~E 40
® CENTERLINE BROOK o ~ P
_ FUTURE CENTERLINE ~ ME p~p,S
~ ~J PROPOSED LOTLINE ~a
Z PROPERTY BOUNDARY ~
- - - - EASEMENT LINE v
nc. EXISTING TREELINE ~O ~r1~1 o I V MAP ~lorth
.oven e , B 0 CREEK /WATER SURFACE
UI. m I o ,
DELINEATES WETLANDS NaT TO SCALE
vl n ers e 9 EXISTING WATERLINE
wM PROPOSED WATERLINE
EXISTING FIRE HYDRANT AND VALVE
• 0 PROPOSED FIRE HYDRANT
EXISTING GATE VALVE
~ 601 N. Trade Street 1911 PROPOSED GATE VALVE
Suite 200
n Saiem NC Winsto , PROPOSED 45° BEND
~ ~8 27101-2916 Landsca ~ Arehltec u p r EXISTING SANITARY SEWER LINE
~ C~v91 En ~nee~~ng
~ P: 336.723.1067 SS PROPOSED SANITARY SEWER LINE
F: 336.723.1069 t ~p Land Plannln Sttr~aa~et sacra es, 9 (S EXISTING SANITARY SEWER MANHOLE
PROPOSED SANITARY SEWER MANHOLE
- sD- EXISTING STORM DRAINAGE LINE
- PROPOSED STORM DRAINAGE LINE
-~--s-
ry n Ail DA1 1 l ITi11TV i Ll'11tl ® EXISTING STORM DRAINAGE MANHOLE
Q PROPOSED STORM DRAINAGE MANHOLE
EXISTING CATCH BASIN
C-3.2 GRADING AND EROSION CONTROL PLAN PROPOSED CATCH BASIN
C-3:3 GRADING AND EROSION CONTROL PLAN
C-3.4 GRADING AND EROSION .CONTROL PLAN = = EXISTING CURB INLET
PROPOSED CURB INLET
C-3.5 GRADING AND EROSION CONTROL PLAN ° = EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
INLET PROTECTION
G n CTDLDIAIf~ ?L_AAL
SILT FENCE
{(({({(({{((({{(((({({({{((({{{(((a TEMPORARY DIVERSION
- ING AND. EROSION CONTROL DETAILS C--6:0 GRAD
- ROSION CONTROL DETAILS ("Y"Y-Y-YYYYI. CLEARING LIMITS
G 6.1 GRADING. AND E g v RIP RAP
ZDl1AMA+AV nCTAiLC
EROSION CONTROL MATTING
C-7.0 STORMWATER MANAGEMENT DETAILS TRAFFIC BARRACADE
_ ETAILS - 810CELL No. 2 C 7.1 STORMWATER MANAGEMENT D
ENT DETAILS - 810CELL No. 3 C-7,2 STORMWATER MANAGEM
60+00 61+00 62+00 63+00 64+00 65+0®
00 57+00 58+00 59+00 60+00 E +00 51+00 52+00 53+00 54+ 55+00 56+
9+p0 50 ~ i - 4- I I _ I- I I - 1- _ I } _ +00 48 1, I
47 x'00 } } O V
X00 A6 ~ I \..f\ ~ 6
k®~ r,~ q.5 ~ e ~ ~ axao
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h~k h ~ 0 ~ o
k~ t' O ~ ,ox
0 k0 ~ o ...~.4~~xoo
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p0 /~k ~
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0 a k0 p~0
~ ~,~,:;4~ 40 ,5~
oa , ~°gx

9a e ~~k ° pp
3 , U ~i ~
o° ~1k JUN 1 0 2009
DEAR • ~ATER~4UAUTY
ao x ~6x b~ETt~P~QS ADD ST~',~IER BRANCpi ~ ~
~ .r %
o°,~ , ks Z
~ f
04..x.` .
~k ~ ~ o
k~

r® 0
k' C® 0 t00' 200'
~,,~,`flatnoaefa~®~,~, ,,,ens ~0 0 0 0',~ 5/29/09 ORIGINAL ISSUE DATE
s C m SIONS:
~I IRVFY ni~t~r AIP~FR° ~~,,~/''eDOAe°V,,~G .i a®A~>i
-ell
9 THE BOUNDARY AND TOPOGRAPHIC,
BEFORE YOU DIG INFORMATION HEREIN IS FROM SURVEY SEA
INFORMATION SUPPLIED BY: SEAL = 0 3951 a CALL 1-800-632-4949 s i ? s o° a REGIONAL LAND SURVEYORS, INC,
o s ° N.C. ONE-CALL CENTER P.O. BOX 35341 . "
GREENSBORO, NC 27425 "''so~ "
IT'S THE LAW [phone] °h®mu?®s° Beer~ABuicueeeti`r
OEM
_ _~.r._ _

BIO-RETENTION CELL ~2 DO LEAVE SEDIMENT TRAP IN BIO• DO NOT CONVERT TO BID-RETENTION CELL UNTIL
PLACE UNTIL ALL ALL ALL CONTRIBUTING DRAINAGE
CONTRIBUi1NG DRAINAGE ARE AREAS HAVE BEEN STABUZED AREAS HAVE BEEN STABILIZED SKIMMER BASIN #2 TOP DIM. = 102'L x 54°W _
SEE C-7.0-C-7,2 FOR BOT DIM. = 86'L x 38~W
1 IP RAP ~ DETAILS AND SPECIFICATIONS ~ -7.2 PLUNGE ' ®o BASIN DEPTH = 4' SLOPES = 2:1 MAX
POOL DRAINAGE AREA = 4,80 AC.
~ ~ - i DISTURBED AREA = 4.80 AC. , SURFACE AREA REQUIRED = 4494 SF ~ ~
l , SURFACE AREA PROVIDED = 4608 SF ; ~ , SED. STORAGE REQUIRED = 8640 CF ~ r r
® ~ f r SED. STORAGE PROVIDED = 9783 CF ~ ' r
1 ® `WEIR LENGTH = 12' SPILLWAY CREST ELEV. =887,5 / S~IIl1<l~l'IG~ AgS~OCI~t+~Sp R
~ p; ~ ~ " r' + ~ ~ TOP OF DAM ELEV, = 890.0
~ I N t~ ~ / 2 r ~ ~ G ~ ~ Q,o = 13.83 CFS o,`~ Landscape~rGhiteCture 3
~ / i ~ ~ ~ / ~ ~ ~ N _6. ~ ~ Cmil Engineering J NORTH AMERICAN GREEN C125 DISTURBED LIMITS, TYP. Land Planning
. / / I ( ~ ~ ~1. ~ ~ ~ t ~ ~ ~ 1 ~ / ~ ~ ~ PROPERTY LINE, TYP. ~ ~ - r ~ MATTING. STAPLE PATTERN 'D~ ; gR00KFORD PROPERTIES, LLC
_ / , i , _ ~ f r ,t °j 601 N, l"rade Slreei Suite 200 DB 2764, P~ 3012 ~
TAX LOT 5 44-28B Wins#on Salem, NC 27101-2916 j ~a'~" ~ ~ ~ P: 336.723.1067 F: 336.723.1069
d / , ~ ~ ~ s ~ d ~ ~ ;
--n._-.~ i{ ~ f ~ 3 ~ r ~ TEi P CLEAN WATE ~ -6. ~ / °0® ~O SEALS. e~~'m~don#e~i~iios<< i i ,,~~~~~~,J~~,
DIV RSION BERM, T'~P. ~ ~„>l °,i ~ I
Mr r m r I AN N N RTH AMER C GREE C125 0 rd
. ~ ~ / ~ ~ ~ MATTING. STAPLE PATTERN 'D ~ ~ ' ~ i / ~ ~ 1 , ~ ® ®mm I M I ~ ~ 0 ~ ~ ~ \ a / I
~E ^ ~ ~ i ~ ,J !1 ~ N / ~ I 5 ' ~ ~ I ~ I ~ ~
BUFFER ~~a~ ,,r ~ / `4 I ~ ~ r' ~ l STREAM....- - " ~ ~ ~ ~ ,r t ~ _ ~ i
30---" ' ~ ~ ~ ' ~ ~ j , \ t~. `8
(DOLE ` M ~ SANDRA S. R / , ~ ; ; ~ ~ f' ~ DB 975. PG 394 ~ B ~i: i ` sue' \ ~ , 2~ - H ~ w `'\0°~
• _ - w ~ 'I ~ TAX LOT 5644-29D / % N i f 2, r ~ ~ 'P°~Aee~~ o?' I 920
.'r'r / ~ ~ I` . ~ \ ~ U ~ r ~ ~ ~ ~ ® s FES #700 ~1 1, i ~ ~
\ I S A~40+16.1'7 ~ ~ 1, J~ . ~ ®0~g0yq oa~e ®:I~e
r:.~ * ~ ti , , - _ --i-
~ ~ t.. ~ E IQ~ 1 ~ ~ ~ ~ ,
\ ? R~' 880 a a m
5 ,
- p ..,,q. s 890 R ~ ®
" ~ , w;.. ~ - A e R R
_ ~ f ^ CI 704 .>y cl X704 \ ® - ~RNERSVILLE DICAL PA KAY ~ CI ,#704A ~
STA= 1+00.0 0~ Ch~, 706 R ~ CI #70 ~ ~ ,,7 STA=41 +42.2, ~ ~ / VARIES - " PROJECT: k ~ STA-42+00. ~ , _ S =44 ~QA'` i f
CI #?.O1 ' - j s ~ j . X42 00 ~ 43+00 A - ~'f f,
STA=3~J+75.00' i~ s 49 0 41 00 ~ g `00 - ~
~ 888__ r, ~ ~ 890 ~ 40+OQ. _ ~ . ~ A
a.. ~..9 a 8 t 0.._ ~ r I a E
92 ~ ~ s , 10' UTILITY t 3+00 "8 4 r r EASEMF~NT, TYP. CI X705.... ® _ . ~ cW CI' #703 ~ I~ STA=42+00.00 ~ - -
_ W _ 9 , 8 4 . _
I ~ i ! r 0 ~STONE``i~LET~ _ , _ ` 2 - r 8 ~ _ PROTECTION ".,STA=41'+00.00 CI #70 lW
- ~ ~ 3 #411 , , . CI #702 _ Tl'P. -6.0 ; x=89 , ~ I t ~ ~ ) ' A=35+44x6:0 ' - <w, - ' ~ :.~r - -
s ~ ~ co w ~ 30 i r ~ STA=39+75.00 ....w ~ `.-t-~--
t M ~ co 0o m ~ ~ 07 as o - ~ , , ~ o ~ ~sr ~ N , s 1 j y 36+00 j~ ~ _ , ~ .m ®m ..a--- rm _ ,m ,
- ° m rn i ' i ~ o d E 4 ~ ! ~ 4` -T~ - ~ j - tie- - ~ . . _m ~ , - ~
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s I , _ , ^ 880 _r L~ ~ ) i ~ ~ DISSIPATOR -6A
- • ~ 1 ~ ~ 1, • , ~ ~ pri ~ ~ 14'W x 12'L W
- L DISTUR@ED LIMITS, iYP. t ~ Z
w ` , S ONE OU LET ~ TYP. ~ • J, £ " ~ ~ 1 u
~ ~ ~ "'''f 1 i ~ 1 ~ L~ I ~ ~ `
~ ~ ~ _ ~ I i ' .w ; _ lr.. 4 - B ~ ~ ROBE T ~ ~ ~ r ~ ~ DOUGLAS FULP JR. ~ ~ ~ ~ ~
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~ ~ t I ~ ~ ~ BOX CULVERT ~ - t ~ ' DESIGN AND N TRUCTI N ~ , } ~ ~ I L,. - --T- I ~ i ~ COS 0 ' 1` ,TAX LOT 5644-0290 r-' i / W
, ' i ~ ~ ~ ~ . 1 1f i 3 ~ SEQUENCE BY: SKIMMER BASIN #1 - I.'~ 8g6~ ~ _ i : _ - , . ~ ~
~ ~ I I ~ ~ 9 (,I C-6. ARCADIS ~ roP DIM. = 52'L X 2s'w ~ ~ - I ~ ~ NORTH AMERICAN GREEN C125 801 Corporate Center Drive = SANC ~ r ~ ~ SANDRA S. RIDDLE ~ ~ ~
~ ~ _ _ _ - ~ - ~ ~ 1 ~ BOT DIM. 36'L x 13'W . . : ~ ~ + MATTING. STAPLE PATTERN 'D' Suite 300 DB . ~I~ s ~ _ ~~I BASIN DEPTH 4' f ~ , , , DB 975, PG 394 S % ~ ~ _ g6 ~ PROP,ERTY LINE, ,Tl'P~ " ~ ~ ~
3 _ I l Ralei h, NC i • ~ ~ I i ~ 9 SLOPES = 2:1 MAX - TAX l 1 ~ ~ r ; 1 =~~°~;'~`='r ~ ~ 27607-5073 ~ DRAINAGE AREA = 0.98 AC. ~ TEMP. CLEAN WAJ€R ~ -6,0 3 TAX LOT 5.6.44 29D- - f, g0C 6 0 - ~ s p0 g 10 ~ CAD
. 4 ~ ~ I ~I ~ • E g ~ I ~ , ~ ~ i ~ ~ ~ ; CONTACT LEN HILL AT DISTURBED AREA = ase AC. DIVERSION BERM, TYP. - 2 g~6 g~ r $d '
~ ~ r ~ 1 ~ d ~ ~ _ _ ~ ~ SURFACE AREA RE UIRED = 917 SF 6 a ~ i r ~ ~ ~ ~ ~ ~ 1 I~. 919 854 1282 0 I i ~ i ~m ~ ~ ~ ~ ~ ~ ~ (SURFACE AREA PROVIDED - 1058 SF f- 6-__.~_. ~
-'~i~, ~ SED. STORAGE REQUIRED =1764 CF - ' ~ I"'~ m,_ ~ ~ s ~ ~ ~ S .STORAGE PROVID D = 1845 CF ' ; ~ ,f ~
I _ - ~ ~ f ~ ~ •a?......-. ~ I ~ s WEIR LENGTH = 4' - 6 _ ~ = - ~ - 9
I ~ ~ - ~ _ _ - SPILLWAY CREST ELEV. -884.5 ~ I ~ ~ I - ~ t TOP OF DAM ELEV. = 886.0 ,r mmmms ,~`b
~ M-- , _ ~ } € ~ 7 ~ - ~k_ - ~ ~ . t ~ , ~ O,o = 2.82 CFS ~ ~ • - /9 ~ mm~
1 ~ ~ - t I i 9~ ~ a I ~ ~ W
} , ~ ~ I ~ , ~ ~ , d ~ ~ ~ ~ I
~ s ~ ~ v - I ~ ~ A / ~ ~ WETLANDS, TYP.
I~~I fl,~ ~ ~ A
1~~ ~ 1 I~ lI4~ ~ i c ~ ! ,
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40' 80' .CLIENT;
Novant Health; Inc.
I ~ ~ 2085 Frontis Plaza Blutl,
' Winston-Salem, NC 27103
[phone].
1. SITE DISTURBED .AREA= 1$.00 ACRES 1. EROSION AND SEDIMENTATION CONTROL PERMIT MUST BE OBTAINED BY NCDENR PRIOR TO ANY 922 - EXISTING CONTOURS ®2 INTER LAND DISTURBANCE. URS ®2' INTERVALS
2..A GRADING PERMIT SHALL BE OBTAINED FROM NCDENR, LAND QUALITY SECTION PRIOR TO ANY LAND DISTURBING oRAwN: DKJ, TEM URS ®10' INTERVALS
ACTIVITY ON THE SITE. 2. HOSPITAL SITE STORM DRAINAGE AND STORMWATER MANAGEMENT MEASURES MUST BE ~ 920 EXISTING CONTOURS ®10' INTE OPERATING BEFORE CONSTRUCTION CAN BEGIN. DATE: 5/29/09
3. THE EROSION AND SEDIMENTATION CONTROL PLAN IS INTENDED AS A GUIDE. AFTER GRADING BEGINS, ADDITIONAL -®918 PROPOSED CONTOUR ®2' INTEL TOUR ®2' INTERVALS REVISIONS:
MEASURES MAY BE NECESSARY TO CONTROL SEDIMENTATION AND EROSION ONSITE. IF S0, ADDITIONAL MEASURES 3. INSTALL STONE CONSTRUCTION ENTRANCE. SHALL BE INSTALLED AS DIRECTED BY THE NCDENR, LAND QUALITY SECTION INSPECTOR. --920 PROPOSED CONTOUR ~ 10' INTI iOUR ~ 10' INTERVALS
4. INSTALL CLEAN WATER DIVERSION BERMS. CHECK AND REPAIR AS NEEDED EXISTING SILT
4. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED ANO MAINTAINED IN ACCORDANCE WITH FENCE, SEDIMENT TRAPS AND BASINS, SLOPE DRAINS, DIVERSION BERMS AND ANY OTHER RIGHT-OF-WAY THE NCDENR -LAND QUALITY SECTION'S EROSION AND SEDIMENTATION. CONTROL PLANNING AND DESIGN MANUAL. EXISTING EROSION CONTROL DEVICES.
® DISTURBED LIMITS LINE S LINE
5, CONTRACTOR RESPONSIBLE POR ALL EROSION CONTROL PRACTICES REQUIRED TO MINIMIZE EFFECTS ON ADJACENT 5. SITE IS CLOSE TO ROUGH GRADE, BEGIN INSTALLING STORM DRAINAGE BEGINNING AT LOWEST 'OTECTION
PROPERTIES DURING CONSTRUCTION. EROSION CONTROL PRACTICES SHALL BE CONTINUED IN ACCORDANCE WITH POINT IN THE SYSTEM AND INSTALLING INLET PROTECTION AS THEY ARE CONSTRUCTED. DO STONE INLET' PROTECTION DETAILS AND ARE TO BE MAINTAINED UNTIL CONTRIBUTING AREAS ARE STABLE. NOT INSTALL LEVEL SPREADERS. INSTALL TEMPORARY HOPE OUTLET PIPES.
STONE OUTLET
6. ALl SLOPE SURFACES SHALL BE ROUGHENED USING TRACKED EQUIPMENT TO MINIMIZE EROSION UNTIL SEEDING IS 6. INSTALL WATERLINE AND CURB AND GUTTER. DANE
7, BEGIN FINE GRADING OF THE ROADWAY AND SLOPES. SILT FENCE
7. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL PRACTICES REQUIRED TO MINIMIZE EFFECTS ON ADJACENT PROPERTIES DURING CONSTRUCTION. ER0510N CONTROL PRACTICES SHALL BE CONTINUED IN ACCORDANCE WITH 8. STABILIZE ROADWAY WITH AGGREGATE BASE COURSE AS SOON AS GRADE IS REACHED. UNLESS JOB. N0: OS-032
DETAILS .AND ARE TO BE MAINTAINED UNTIL CONTRIBUTING AREAS ARE STABLE. STABILIZED SUBGRADE IS USED AS PART OF PAVEMENT STRUCTURE. SEE °ROADWAY NOTES" ON TEMPORARY DIVERSION :RSION
SHEET G1.0. -fl --0 --0 --0 - 8. PROPERTY OWNER IS RESPONSIBLE FOR ALL PERMANENT MEASURES AFTER CONSTRUCTION IS COMPLETE AND SHEET TITLE:
CONTRACTOR IS RELEASED. 9. REMOVE TEMPORARY HOPE PIPES AND SEAL MANHOLES. ~ TEMPORARY SLOPE DRAIN PE DRAIN WETLAND AND T NOTES
9. ALL DISTURBED AREAS NOT OTHERWISE DELINEATED FOR BUILDING, PAVING, SOD, STONE, OR RIPRAP SHALL BE 10. INSTALL SIDEWALK AND PERMANENTLY SEED BARE AREAS.
PERMANENTLY SEEDED AS SOON AS POSSIBLE IN ACCORDANCE WITH PERMANENT SEEDING SPECIFICATIONS SHOWN ON ~y`I A THIS PROPERTY CONTAINS WETLANDS AND/OR WATERS OF THE US E I TQL
THE PLANS: 11. CLEANOUT STORM DRAINS. INSURE ALl DISTURBED AREAS ARE PERMANENTLY STABILIZED. TEMPORARY STONE CONSTRUCTI( NE CONSTRUCTION ENTRANCE (STREAMS) THAT ARE UNDER JURISDICTION OF THE U.S. ARMY CORPS p
1 O.INSPECT AND. REPAIR ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS AND INSPECT AND REPAIR IMMEDIATELY 12. COORDINATE FINAL INSPECTION WITH NCDENR LAND QUALITY INSPECTOR. REMOVE EROSION OF ENGINEERS ANO THE NC DEPARTMENT OF ENVIRONMENT AND r NATURAL RESOURCES. THI'.~ PROJECT HAS SUBMITTED FOR APPROVAL,
FOLLOWING ANY RAINFALL CONTROL MEASURES AFTER INSPECTOR'S APPROVAL. PERMITS TO IMPACT A PORTION OF THE WETLANDS AND STREAMS. THE
' - EXISTING CURB & GUTTER 11.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED. IN ACCORDANCE WITH THE PERMANENT SEEDING SCHEDULE 13. OBTAIN CONCURRANCE FROM NCDENR WATER QUALITY INSPECTOR TO INSTALL BIORETENTION & GUTTER LIMITS OF WETLAND AND STREAM. IMPACTS ARE SHOWN ON THE PLANS
WITHIN 15 WORKING DAYS OR 21 CALENDAR DAYS, AFTER COMPLETION OF CONSTRUCTION OR DEVELOPMENT. ALL DEVICE.
SLOPES SHALL BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS OR 21 CALENDAR DAYS, AFTER COMPLETION OF CATCH CURB & GUTTER ANY PHASE OF GRADING. SEED MIXTURES SHALL INCORPORATE SEED TYPES FROM PERMANENT SEEDING SCHEDULE 14. CONSTRUCT BIORETENTION DEVICE. COORDINATE FINAL INSPECTION WITH NCDENR WATER GUTTER THE CONTRACTOR IS RESPONSIBLE FOR HAVING THE SURVEYOR STAKE IN THE FIELD THE IMPACT LIMITS TO ENSURE THAT NO CONSTRUCTION/
DISTURBANCE EXCEEDS THE PERMITTED LIMITS. THE CONTRACTOR SHALL SCALE:. 1 ° = 4O~
WILL AJ SttU ITF't5 fKUM [Mt. ItMMUKAKT JttUINU JUMtUULt AI'NKUYKIAIt IUK IMt IIMt Uh TLAK IMAI Z)ctU IJ ~tUHLI IT iev0rc\.IUM.
BEING APPLIED. SPILL CURB & GUTTER GUTTER BE LIABLE FOR ANY DAMAGES TO THE OWNER AND/OR ENGINEER THAT SHEET NO.: RESULT FROM THE DISTURBANCE OF THE EXISTING WETLANDS AND/OR
12.CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING THE EROSION CONTROL SEQUENCE. WATERS OF THE US (STREAMS) IN EXCESS OF THE PERMITTED LIMITS. THE DAMAGES MAY INCLUDE THE FOLLOWING, BUT ARE NOT LIMITED TO: APMR&
FINES, CONSULTANT FEES, CONSTRUCTION COSTS, MITIGATION FEES, AND
LEGAL FEES. THE CONTRACTOR, AT HIS DISCRETION, MAY PROVIDE u 3 e ADDITIONAL PROTECTIVE MEASURES ABOVE AND BEYOND WHAT IS SHOWN
ON THIS PLAN TO INSURE NO DISTURBANCE TO THE WETLANDS AND © STIMMEL ASSOCIATES, P.A.
STREAMS. COORDINATE ANY ADDITIONAL MEASURES WITH THE ENGINEER
AND EROSION CONTROL INSPECTOR.

t , .
~~1111t11~I S4GI~t@S, aQ
Landscape Architecture
Civil Engineering
Land Planning
601 N. Trade Street Suite 2Q0 1
Winston Salem, NC 27101-2916 - . ; - P: 336.723.1067 F; 336.723.1p69
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y, \ DIVERSI[i~N BERM, TYP. a r . ; e 0951 .
, , ~ ' DISTURBED LIMITS, TYP. EMP:-DIV~RSIQNm_.~ -6.0 BERM, TYP. ~
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i #712' f 50'.10 ' 54+00 - ~ 56+00 57 00 58+0 I
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~ PR ECTION - - ~ - - - - - - -950
~ 1 .-1 - ~ ~ ~ -60 V (TYP.) ® ( ~ z ~ a.._... TEMP. DIVERSION _
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~ ROBERT DOUGLAS f a-' llltl ~ , , 3ERT DOUGLAS FULP, JR and ~ BEfH FULP JOHNSON and ~ `1 _
l~<« ~ ~ , ~ e~rH FuLP ~oH~~ DAVE LELANC ' ~ ~ ~ i DAVE LELAND FULP / gg2
~ ~ o DB 2684, PG alt ~ ~ \ _ ~ . 910--°.°""' ~ v v ~ DB 2684, PG 1984 ~ ky
~~«<< d' ~ \ \ \ TRACT a'' ~ ~ ~ ~ ~ ~ ~ ~ ; ~ 1 `fAX LOT 564 TRACT # 5 I ~ TEMP. CLEAN WATER 3 TAX LOT 5644-13'H ~ ~
(t{{~{ ~ ~ ti ~tt~ ~ DIVERSION BERM, TYP. -6.0 ~ _ _
' t({(fit t. ® , ~ ~ BAR~ARA..S. WhITE \ ~ ,
~ ~ ~ ~ i DB 975 P~ `39.8 ; ~ ~ ~ ~ A s o ~ ` 9 ~ 'Lo# 544-13E
~ ' ~p \ \ , e ~ ~ ~ 't w` L.E. POPE BUILDING COMPANY, INC. ~ , , `
~ ~ ~ ~ BROOKE D PROPERTIES, LLC ~ ~ ~ ' ~ ~ ~ _D8 26$1, .P~2~4 ,1 ~ ~ r ~ TRACT # 1 -
r DB'2764, G 301 ~ o 1 TAB LOT 5;44-288 ~ ~ j g~6 ~ TAX LOT ,5644-12R ~ >
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,
CLIENT:
Novant Healfh, Inc.
0 40' ee' 2085 Frontis.Plaza Blvd.
- _ 1 Winston-Salem, NC 27103
{704)316-4376
DRawN: DKJ, TEM
DATE:. 5/29/09
REVISIONS:
JOB. N0: OS-QS2
SHEET TITLE:
G DING AND
EOSIQ C0 TL
PLAN
SCALE; 1„ = 4O~
SHEET NO.:
U~3 m 3
STIMMEL ASSOCIATES, P.A.

~
SKIMMER BASIN #4
TOP DIM. = 122'L x 64'W
BOT DIM. = 106'L x 48'W BASIN DEPTH = 4' I ,J' `
SLOPES = 2:1 MAx DO NOT CONVERT TO 41 ~ .f , ~ 4~ , l
DRAINAGE AREA = 7.14 AC. BIO-RETEN110N CELL UNTIL DISTURBED ARFA = 7.14 AC. ALL CONTRIBUTING DRAINAGE -
SURFACE AREA REOUIREO = 6684 SF \ 910 AREAS HAVE BEEN STABILIZED _ \ ~ ~ SKIMMER Eb4SIN #5 , ' St~r~s~~l 1~.5spCe~t~~, P>A }
SURFACE AREA PROVIDED - 6728 SF ~ g12 = TOP DIM. = 42'L x 24'W SED. STORAGE REQUIRED .12852 CF ~ Landaeape ArGhit~nttlre
SED. STORAGE PROVIDED = 14708 CF ~ 91h _ 3 BOT DIM. = 26'L x 8'W WEIR LENGTH = 1T \ ~ "-g~ NORTH AMERICAN GREEN C125 BASIN DEPTH = 4' ~ ~ ~ Civil. Engineering.
SPILLWAY CREST ELEV..=920.5 16~ MATTING. STAPLE PATTERN 'D 0'6~ -SLOPES = 2:1 MAX ! 3 ~ Land Planning ~ 1 ya
TOP OF DAM ELEV. = 922.0 ® 9 DRAINAGE AREA = 0.51 AC. O,e = 20.57 CFS g19 ~ DISTURBED AREA = 0.51 AC. ` 601 N. Trade Sireet Suite 200
DO NOT CONVERT T0~` ~ SURFACE AREA REQUIRED = 477 SF BIO-RETENTION CELL UNTIL ALL \ 92 ~t ` SURFACE AREA PROVIDED = 648 SF ~ ~ ~ ' Winston Salem, NC 27101-2916 t ~ ~ P:336.723.1067 F: 336.723.1069
CONTRIBUTING DRAINAGE g22 _ , ° " SED. STORAGE REQUIRED = 918 CF f wt I i °4 f ~ 1 I '4 ~ ~ ` ~ SEALS: IlojltAUnr~~~~,
AREAS HAVE BEEN STABILIZED ~ - ~ ~ SED. STORAGE PROVIDED = 1008 CF ~ g2A ~ A ~ ~ BIO-RETENTION CELL ~3 ~ \ 1 ~ WEIR LENGTH = 4' ' °~I SKIMMER BASIN #7 ~ a®0 L° °®e
' ~ y ,LEAVE SEDIMENT TRAP IN SPILLWAY CREST ELEV. =924.5 5 . PLACE UNTIL ALL ` 'l TOP OF DAM ELEV. = 926,0 ' I i TOP DIM. = 48'L x 2TW ~ ~ ~o® ®oe
g2~ V ~ ~ 2p h CONTRIBUTING DRAINAGE 9 q,o = 1.47 CFS , AREAS NAVE BEEN STABLIZED ' i 1 BOT DIM. = 32'L x 11'W ~ •~~~~PORq~~S~~~ 1 I ~ BASIN DEPTH - 4°
SEE C-7.0-C-7.3 FOR INTERMITENT STREAM , \ I
~ ~ ' ~ DEfAIIS AND SPECIFICATIONS ' ~ , " ~ ~ , .DI'VERS 0~ ~ 3 SLOPES = 2:1 MAX e ~ s I E~I wEAN WATER ~ ~ DRAINAGE AREA = 0.79 AC. \ T m BERM;; TYP. 0 DISTURBED AREA = 0.79 AC. ~ SEDIMENT TRAP
,w ~ _ i ~ ~ f , I SURFACE AREA REQUIRED = 740 SF ~ L• p r i y SURFACE AREA PROVIDED = 882 SF ° a
~ 1 ~ " ~ `s, i SED. STORAGE REQUIRED = 1422 CF ~ °se °ti,~C-68
SILT FENCE (TYP.) = 0 , ` i ~ ` • 6 ' y ~'1 SED. STORAGE PROVIDED = 1480 CF esee ...w••~®~ee 1 ~ WEIR LENGTH = 4' a~°~hn A~ eo~a
, ~ t ! ~ 1 3 TEMP. DIVERSION ' _ ~ ~ ~ ~ ~ -6.0 BERM, TYP. ' ~ ~ ~ ~ SPILLWAY CREST ELEV. =934.5 ' r ~ _ , , r TOP OF DAM ELEV. - 936.0 ~ - , ,pq~
'`~,INTERMITEt~T STREAM ~i 'A,. }~d j ~ l 4,0 = 2.28 CFS ~ eeeo, A ~~Ie
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OUTLET' PROTECTION t \ ~ LENGTH = 10 FT ti,~ _ _ 1 ~ - 'v, ROJECT: - - EASEMENT, TYP. ~ 8 ,
932. WIDTH = 10 FT ~ ® _ ~ " A i ` 950 -
DEPT~i = 22° ® ~
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9 ~>>11 ~p`l, 2 K 38 ~ ~111~ PR p PROTECTION _s.o ` • ~ CI 815 ~ ~ ~ ~ STA 66+~ r ` 0.00 ~ ; ~ +00 ' ~ ~
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9 .•g2a - 6 922 ~ rn 92 . i m® , ~ C1 #803 _ ; (((((l~Y(((Kl(((((K ((K(((im a's4 W
STA=60 , ~ 92 924 z K KK((((l(
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~ ~ R W , ' , ~ ' 1 ~ ,~:I ~ TEMP. CLEAN WATER SLOPE DRAINS 93 ' , ~ 4
~ ~ 38 ~ ~ - UPON INSTALLATION OF CULVERT, , 0 SKIMMER BASIN ` 9 i ~ ~ r i , ~ ~ CONNECT TEMP. CLEAN WATER ~ . TOP DIM. = 4; SKIMMER BASIN ~6 ~ ~ i' ~ / ~ ~ r TOP DIM. = 42'L x 24'W ~ •
' J ~ ; SLOPE DRAINS -6'0 ~ BOT DIM. = 2E 1 .vim... ~ BOT DIM. = 26'L x 8'W j ~ i h~ ~h s°
g40 -m... W ~ \ ~ 1 } ~ BASIN DEPTH , , „ „ _ - ~ 9 SLOPES = 2:1 BASIN DEPTH = 4' ' I a~ ? ~ g~ O ~ SLOPES = 2:1 MAX ''I ~ s ~i ~
'^1 ,,t r°a~.< _ I DRAINAGE AREA DRAINAGE AREA = 0.54 AC. ~ ~ ~ PROP~ERfY LINE, TYP. h ,~,os'
r g42 ~ 1 DISTURBED ARE . ~ u' SURFACE AREA DISTURBED AREA = 0.54 AC. ~ g ~ f 1 -SURFACE AREA REQUIRED = 506 SF s
, _ ® .y ~ 1 SURFACE AREA ` CECIL S ITTLE D ~ SED. STORAGE SURFACE AREA PROVIDED ~ 648 SF ~ ~ ~ ~ ~ SED. STORAGE REQUIRED = 972 CF
s „ 9 ~ ~t ~ PATRICIA J LITTLE ~ ~ SED. STORAGE r„ - SED. STORAGE PROVIDED - 1008 CF ~ _
DB 2415 PG 3968 ~ wEIR LENGTH ` SPILLWAY ORES ` ~ ~ ~ TAX LOT 5644-105P ' WEIR LENGTH = 4' ~ , ~ ~I i ~ ~ e~ SPILLWAY CREST ELEV. =928.5
® ~ ~ ~ TOP OF DAM E a 3 q,q = 1.56 CF' TOP OF DAM ELEV. = 930.0 ~ r ~ l ~ Q,° - 1.56 CFS / t ~
TEMP. CLEAN WATER - , DIVERSION BERM TYP:,-6.0 ~ ~ ~ ~ r °v ~ t` r ~ 1 y
~q ~
EX. SKIMMER BASIN #3 , 9 TOP DIM. = 54'L x 30'W ~0, 9 6 _ ' 1~ ' f 6 ~ ~ 1 ~ i ° I
_ BOT DIM. = 38'L x 14'W ~8. 1 / ~ I
BASIN DEPTH = 4'SLOPES = 2:1 MAX ~ DRAINAGE AREA = 1.09 AC. ® POPE COMP~NIE~ INC. 4 DB 2415 PG /3968 ' i f
DISTURBED AREA = 1.09 AC. " . ~ g4g SURFACE AREA REQUIRED = 1020 SF ~'t ® TAX LOT 56'4-9N E ~
SURFACE AREA PROVIDED = 1152 SF ``'.,9 CLIENT:..
~ SED. STORAGE REQUIRED = 1962 CF FA
NY INC. ~ SED. STORAGE PROVIDED = 2043 CF LE. POPE BUILDINIG~ CQMPA WEIR LENGTH = 5' D8 2681, PG 234 - q„ = 3.14 CFS Novant Health, Inc.
TRACT # 1 MNNTNN AS NECESSARY DURING 2085 Frontis Plaza Blvd.
TAX LOT 5644-12R CONSTRUC110N ACTMTIES ~ ti 1 Wnston-Salem, NC 27103
0 40' 80' [phone]

DRAWN:.. DKJ, TEM
O. DATE: ~/29/O9
952, REVISIONS:
3
- ~ 1 PROPERTY LINE, TYP.
t
0
VET D AND S`~°R NOTES - JoB. NO: 08-032
SHEET TITLE:
THIS PROPERTY CONTAINS WETiANDS AND/OR WATERS OF THE US (STREAMS) THAT ARE UNDER JURISDICTION OF THE U.S. ARMY CORPS ~-y
OF ENGINEERS AND THE NC DEPARTMENT OF ENVIRONMENT AND ~ ' DI G D
NATURAL RESOURCES. THIS PROJECT HAS SUBMITTED FOR APPROVAL, ERIO ® TR®L PERMITS TO IMPACT A PORTION OF THE WETLANDS AND STREAMS. THE
LIMITS OF WETLAND AND STREAM IMPACTS ARE SHOWN ON THE .PLANS PLA
THE CONTRACTOR IS RESPONSIBLE FOR HAVING THE SURVEYOR STAKE IN
THE FIELD THE IMPACT LIMITS TO ENSURE THAT NO CONSTRUCTION/
DISTURBANCE EXCEEDS THE PERMITTED LIMITS. THE CONTRACTOR SHALL
BE LIABLE FOR ANY DAMAGES TO THE OWNER AND/OR ENGINEER THAT RESULT FROM THE DISTURBANCE OF THE EXISTING WETLANDS AND/OR
WATERS OF THE US (STREAMS] IN EXCESS OF THE PERMITTED LIMITS. SCALE: 'I'° = 4O`
TUC MI/Al~CC hAAV IAIM 1111C TLJC Cf111 MAIIAI/~ DI IT ADC AIf~T III/ITC(1 Tl1.
Ill 1- V/11YIf1V IYI/\1 IIV LV VL II iL 1 VLIVil II VV, VVI rI%L. lnI I L1IYIIILV IV.. FINES, CONSULTANT FEES, CONSTRUCTION COSTS, MITIGATION FEES, AND SHEET NO,:
LEGAL FEES. THE CONTRACTOR, AT HIS DISCRETION, MAY PROVIDE
ADDITIONAL PROTECTIVE MEASURES ABOVE AND BEYOND WHAT IS SHOWN ON THIS PLAN TO INSURE NO DISTURBANCE TO THE WETLANDS AND
STREAMS. COORDINATE ANY ADDITIONAL MEASURES WITH THE ENGINEER
AND EROSION CONTROL INSPECTOR.
© STIMMEL ASSOCIATES, P.A.
-

~
0
timed socBati~~, A ,
Landscape Architecture
Civil Engineering
Land Planning
609 N. Trade Sireet Suite 2D0
Winston Salem, NC 27101-2916
P 336.723.1067 F:336.723.1069.
BEROTH OIL COMPANY 'uurne SEALS: ®,e~,C "rr®a
DB 1959 PG 1009 oossosooo
TAX LOT 5644-110 • co F`° '9
I e~ '
1 a a
s w e°
eo e m C_69 ~o
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0 39
PROPERTY LINE, TYP'. . ~ e a, r
0
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PROJECT:
µ•q u;
1 ~ ~ m N W6
h~ 1 ° r I ~ ~ RTIES LP. ~ r o~ h~i WENSTAR PROPS
h w m hl1 a ~ ~ I w DB 2528 PG 1183 p rn o
~ ~ PB 47 PG 158 ~ N ~ ~ LOT 12
TEMP. DIVERSION ~ ~ rn BERM TYP. ~ TAX LOT 5645-012
JOYCE DEVELOPMENT
CORPORATION DISTURBED LIMITS, TYP'. I 3 ~ ~ TEMP. CLEAN WATER _6,0 DB 1252 PG 1336 za
0 VERSION BERM, TYP. TAX LOT 5644-11 U ~ ~ ~ ~ ® DI ~ ~ ~z
~ w

~
960- F~ _ HWY. 66 AND ((((((~({t(t(((({~E{(t{((({({({{{{((~t((((t{(((((((({((((((((({t{({({{(({{((({(((((( ~ TIE IN TO NC a- o-- a-- r,- a- a- a- o-- a-- (((K{((((K(({{{((({ ~r G ON SEPARATE COVER
a-- {((({{(((({{(((lt~~((( WIDENIN 10' UTILITY a- a-
EASEMENT, TYP. a--. o-..._ a._.. ~ 1 o--- o-~ ~
R
W
STA= +00.59 1 -
U
W - CI 821 ~ # ~ ~ - .76 ~ CI 823 w
_ STA-71+35 ~ # STA=72+.60.00 W ~ ~
w tJ
I 819 ° - - ~ - - - 7~+nn 1 # _ _ ,1 ~ - - 2 STA=70+00.58 , - -
~ - - - -7;'~aff - - - - - _.~-7~a~ - ' THE DR° RD CEN JR• J u
cl 822 STAFFO Q K # VARIES ~ R~ERS STA-71 +35.76 3 R/W MLLE cl #824
DICq~ _ ® _ Pq STA-72+60.00 ~
RKWgY R/. V ~ .ARIES ® ~ ®
0

! R - (U /W

® ® ._.a_,
® .m. 10' UTILITY
EASEMENT, TYP.
T MP. DIVERSION ISTURBED LIMITS, TYP. 3 E D -6.0 BERM, TYP.
~a TEMP. STONE 1 oLe CONTSTRUCTION
POPE COMPANIES INC. -6.0
DB 2415 PG 3968 ENTRANCE ~ SILT FENCE (TYP•) _6.0 TAX lOT 5644-9N
1
I
CLIENT;
Novan# Health, Inc.
LARRY S. WHICKER 2085 Frontis Plaza Blvd.
AND WIFE Winston-Salem, NC 27103
RENEE M. WHICKER PG 1469 DB 1695 [phone]
DB 1501 PG 1563 (DRAINAGE ESM'T)
TAX LOT 5644-11T I J. C. FAW oRAwN: DKJ, TEM 1363 DATE:.. ~~29/O9
DB 194i, Pu 1263 PB 46 PG 83
TAX LOT 5645-01 -Q1 REVISIONS:
PROPERTY LINE, TYP. 1 ~T
i ~I'~> 1 ,4
o l i, ~ I r ~T ` i I
0 40' 80'
1 ~,ws3

JOB. N0: _ OS-O3
SHEET TITLE:
G :DING A:
EROSION. G TC
~se
PLAN
f
SHEET NO..
400% AM&
u-j,5
STIMMEL ASSOCIATES, P.A.

STANDARD METAL POSTS
NOTE: 2°-0" IN GROUND
* STONE SIZE-USE MSHA SIZE ~2 (2-1/2" TO 1") OR AASHTO DESIGNATION M43, SIZE #2 (2-1/2 TO 1-1/2"). USE CRUSHED. STONE
* LENGTH-AS EFFECTIVE, BUT NOT LESS THAN 50 FEET.
* THICKNESS-NOT LESS THAN 8 INCHES. * WIDTH-NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. GALVINIZED
* WASHING-WHEN NECESSARY WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR HARDWARD WIRE
TO ENTRANCE ONTO PUBLIC R/W. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON EXTENDS TO AN AREA STABALIZAED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TOP OF BOX ~
TRAP; ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH,
OR WATERCOURSE THROUGH USE OF-SAND BAGS, GRAVEL, BOARDS, OR OTHER APPROVED- METHODS.
* MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED. IN A CONDITION WHICH WILL PREVENT ~Qmel ~ssoe~a~~s, P
TRACKING OR .FLOWING Of SEDIMENT ONTO PUBLIC R/W THIS MAY REQUIRE PERIODIC Landscape Architecture
P I WITH ADDITIONAL STONE A5 CONDITIONS DEMAND AND REPAIR AND OR °O°0°° TO DRESS NG / CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, Civil Engineering
DROPPED, WASHED OR TRACKED ONTO PUBLIC R/Vd MUST BE REMOVED IMMEDIATELY. 8 Land Planning
0 ac° ° 601. N. Trade Street Suite 200.
CD Winston Salem, NC 27101-2916 OBTAIN BORROW P:336.723.1067 F: 336,723.1069
0 °o FROM EXISTING
P~ ~ 0 GRADE SEALS: ,,+&~?uu~e'reee MAX.2 0 e e
Q <Y~~ S , - ~ ON FF s ®o e V asaagaa 6
18" MIN. ~ ~ F'°a~
~p ~ ~ ~ ao F.< HEIGHT i UNDERLINE CLEAN WATER ~ ~i; ` - ~ DIVER~ON BERMS WITH ~ ° ~y
EXCELSIOR MATTING OR a~
APPROVED EQUAL IMMEDIATELY SEDIMENT UPON INSTALLATION
`L Q~~ SHAPE 80RROW INTO BERM B°o° e'a~'•° ~ ;6.«•a~®~1~°®0`®
8 MIN.:
2-3" COARSE # 57 WASHED STONE PLACED TO A EXISTING GRADE a°eeo,l~e1 ' +~,oveo
AGGREGATE NCDOT TYPE 2 HEIGHT OF 12"-18" MIN. ABOVE GEOTEXTILE FABRIC TOP OF BOX STUD ,,a"' of P d° ~ °s
w~s~~~ as / e®oo°
®aa aea ° .~f
a A oK J~e
N.T.S. ° 0 95
N.T.S. N.T.S. o ° a °e
eee®eee`~a111t1A10.''~;i®ee®
PROJECT:
4'MIN. ISLAND OVER INLET DVERSION BERM B
1.5' MIN.
; ~ 11=III=
HOLD-DOWN STAKES ~ _ _ ;II=III-- - _ _ _ =III- TOP OF WEIR o~~~ ° °Q
e = ~ ~ ~ I_ PLACE RIP RAP UP i-1I I_I I I I I f I I o ° o°p"~ °U~b °
I-III=III=I ((-III=11 L SIDES OF DITCH ~j00~0~8~8~~8 ~~~0
=III - PLASI1C CORRUGATED PIPE e~G h - 12" MIN. PGA = 1- HAND COMPACTED I ~®I , , i®~ I -DODO p°~~°~ D
Q I-II I v FREEBOARD _ ~ ~ SEE PLANp° ~
5 I=III' TOP OF FILL ISLAND I_, ,.I ~ ~ j I I' DIVERSION 4 MIN 4~ q. , z 4 4 _ Q U A DIA. RCP ~s ° 00° o 00~ FOR CLASS
_I=~ (I- BERM " NATURAL d Q 4 ~ ~ ~Q ~ ~0° ~ p° o ~ 8 OF STONE 6Q o 0° ~b 00~ o
8 MIN GROUND ~ a 4 ~~0° ~O~° ~ 008 ~8
4°MIN. =III' 1.5 MIN ~ / ~ _ ~ ~ -,~4 ~ DITCH SLOPE STABILIZED OUTLET = _ i ~ ~,1 MIN , r~: ~ LENGTH= 4 TIMES PIPE DIA. - I ~ I / ~ / ~ r \ 00`" 0°
THI KNESS= 12" CL. B RIP RAP LEVEL _=III' FLOW FLOW C 2 MIN, o ~I I1- ~ _ , ~ ~oG~ 0° 80~~~
WIDTH= 4 MIN. !I 11-
-1 LI- ELEVATION - DIVERSION CHANNEL SECTION ~°B NOTE: SEE PLAN FOR APRON ° o
I1- - -III-III=1I I=11 k- DIMENSIONS A AND B A I
111=111=III=III=111=III- 1' 2°
PLASTIC CORRUGATED PIPE o TOP OF BANK BEYOND MIN. MIN. TOP OF WEIR SECTION A-
SLOPE PIPE INLET SEE PLAN FOR
0 0 CLASS OF STONE w
m ~ v o Sa +P 1 AND THICKNESS. Z
A m I A #57 WASHED 1 J STONE 'b d50 STONE SIZE OF 8", FES w _ U
MAXIMUM SIZE OF 12" ~-I~I~-~I~~1=1IhI~1=1I1=1~I ~ ~ pOp pop
-1 a FLOW ~ G~~~~'~$ ~ g°~ p i l=III-=1~. - ~(=L-~~~=1 11=) I O O G>7 ' O l~t'J 11 ~I I I u ~
N ~ ~ SLOPE o ~ I I-I I I-I I I-I I I-I11=111=11I Z _ITi_i i I_ITi_ITi-1Ti~ITi=1 I _ - _ _ _ MIN.
STABILIZED .D ~ r\\ ,\/\\r GEOTEXTILE TI NCDOT X57 ~
OUTLET m m 1' HOLD-DOWN STAKES ~ MIN. FABRIC WASHED STONE
0 MIN. J UNDERLINER BEDDING ,...d
SECTION
NT S N.T.S. n
T NS
n~
b h COTT 3 BIG FINK" 5
_ TERMINAL TEST STA. WITH PLATED BRASS
STEP 1; HDWE OR SIMILAR.
EXCAVATE A 6" x 6" TRENCH. DRIVE STEEL ~T~P 2: ~T P~3_:
POSTS 18" INTO GROUND DOWNHILL OF THE ATTACH WIRE FENCE TO POSTS AND ATTACH THE FILTER FABRIC TO THE WIRE
TRENCH. WOOD POSTS 4" IN DIAMETER EXTEND THE BOTTOM OF THE FENCE FENCE AND EXTEND THE BOTTOM OF THE MAY BE USED, INTO THE EXCAVATED TRENCH BOTTOM. FABRIC INTO THE TRENCH BOTTOM.
CLIENT:.
MAX. 8' Novant Health, Inc.
BETWEEN 2085 Frontis Plaza Blvd.
POSTS VUinston-Salem, NC 271.03
[phone]
tiR ~
Fti ~ 6" YAP FAQ ~ ~ ~y~ ~ ~ ~aAwN: DKJ, TEM
6" i~\~~ iA~ ~1 DATE:... 5129/09 2'-0"
~8 TEST WIRE ~8 TEST WIRE REVISIONS:
A 4. ST= 4: X12 TEST WIRE X12 TEST WIRE
#57 WASHED STONE BACKFILL THE TRENCH WITH #57 WIRE FENCE "HOG WIRE" TEMPORaRr
CLEAN STONE TO ANCHOR THE SECTION (14 GUAGE WITH MAX. MESH SILT FENCE FOREIGN PIPE #8 TEST WIRE
BOTTOM OF THE SILT FENCE SO THAT STEEL POSTS--- SPACING= 6 INCHES) NOTES:
RUNOFF IS FORCED TO GO THROUGH THE FILTER FABRIC FENCE AND CANNOT GO UNDER IT. SEE SPECIFICATIONS #12 TEST WIRE
HEIGHT: MAX. 3' FOR MATERIAL 1. ALL WIRES TO BE AWG COPPER (N0. 12 SOLID, 8 STRANDED) WITH THW INSULATION IN COLOR
MIN. 2' K BOTTOM OF WIRE FENCE AND A z SPECIFIED.
FILTER FABRIC BURIED 6"
IN EXCAVATED TRENCH BACKFILLED WITH CLEAN STONE. P~~R ~ m ~ 2. ALL WIRE CONNECTIONS TO PIPELINE BY .Joe. No: OS-032
I=III=III I I=III=IIIu FILTER FABRIC _ _ _ SEPARATE TNERMITE WELDS (15 GRAMS MAX.)
I~ I ~I _ =1 l~l I I - (I I I=III= -STEEL POST DRIVEN A MINIMUM OF 1'-0" APART WITH APPROPRIATE SHEET TITLE:
- 24" INTO GROUND P,~~,~~ ~ PIPELINE COATING REPAIR. SOLDERING OR
3t FAO i OTHER APPROVED METHOD MAY BE USED IN DING ;A PLACE OF THERMITE WELD. El T L
4 MIN. #57 WASHED STONE PERMANENT REFERENCE CELL
(OPTIONAL) PLACE HALF WAY WILLIAMS PIPE 3. WIRES TO BE LOOPED AROUND PIPE AT fl BETWEEN LINES. ® 1 /'1IL
CONNECTION POINTS IF POSSIBLE.
NOTE: Bottom of filter must be placed in trench and 1' 6' MIN ®CENTER
secured by backfilling the FOREIGN PIPELINE CROSSING
the trench with washed stone.
Do not install Silt Fence FILTER FABRIC where flows are concentrated. TYPE „F,~ scALE: AS NOTED
Pmf"i940A\1
Qr-&g 1 WIN M-8
SILT FENCE SILT FENCE OUTLET STAN DAF NDARD CATHODIC PROTECTION TEST STATION TYPE "F" SHEET NO.:
. ors = 9 i BE PROVIDED BY WILLIAMS GAS PIPELINE. N.T.S. C-6,0 L p

0 _-o
• ALL UNPAVED AREAS DISTURBED SHALL BE SEEDED, FERTILIZED, MULCHED AND TACKED. PREPARATION OF
• FOR FALL• ,~QR LATE WINTER/FaRI Y SPRING: SEEDING MIXTURE SEEDBED AND APPLICATION OF FERTILIZER, SEED AND MULCH SHALL BE PERFORMED IN ACCORDANCE WITH THE NCDENR, LAND QUALITY SECTION DESIGN MANUAL. LIME AND FERTILIZER MU ET~E THOROUGHLY
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SEEDING MIXTURE SPECIES: RATE (LB/ACRE): INCORPORATED INTO THE SOIL TO A DEPTH OF 6 . APPLICATION RATES PFR CR JN SLE_..~OTHERWIS NOTED)
INTAIN THE GRAVEL PAD IN A COND~ION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SPECIES: RATE (LB/ACRE). GRAIN 120 MA RYE ( ) UCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RYE (GRAIN) 120 GONSTR ARE FOUND IN THE FOLLOWING TABLE.
' NFAL.L INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT ANl) CLEAN IT OUT AS NECESSARY. ANNUAL LESPEDEZA 50 TES RAf SEEDING DA A~IC~iST 20 TO OCTOBER 25 AND FEBRUARY 1 TO APRIL 15
EDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC (KOBE IN PIEDMONT & S--AUG. 15 -DEC. 15 IMM MOUNTAIN ROADWAYS. COASTAL PLAIN, KOREAN PIEDMONT AND COASTAL PLAIN--AUG. 15 -DEC. 30 100 LBS. TALL FESCUE ~tlClliile' SAC(i1t~S' ~A
IN MOUNTAINS) 30 LBS. SERICEA LESPEDEZA 10 LBS. KOBE LESPEDEZA Landscape Architecture
TEMPORARY SEEDING. OOR OR .WHERE EROSION OCCURS, AS SOIL AMENDMENTS RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS P SEEDING DATES ACRE Civil Engineering.
SIBLE. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB ACRE SOON AS ROSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POS MOUNTAINS--FEB. 1 -MAY 1 GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10 10-10 Ip 1,000 LBS. 10-10-10 FERTILIZER Land Planning 4,000 LBS. LIMESTONE
PIEDMONT--JAN. 1 -MAY 1 FERTILIZER. 4,000-5,000 LBS. GRAIN STRAW MULCH 601 N. Trade Street Suite 200.
TEMPORARY DIVERSIONS FALL, IMMEDIATELY REMOVE COASTAL PLAIN--DEC. 1 -APR. 15 INSPECT TEMPORARY DIVERSIONS ANCE A WEEK AND AFTER EVERY RAIN TLETS AND MULCH 10 GAL/1000 S.F. ASPHALT TACK-OR ANCHOR MULCH WITH TRACTOR DRAWN MULCH ANCHORING TOOL Winston Salem, NC 27101-2916 ~ P: 336.723.1067 F: 336.723.1069
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OU SOIL AMENDMENTS APPLY 4 000 LB ACRE STRAW. ANCHOR STRAW BY TACKING WITH THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE TIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE / A DISK WITH BLADES I BLADES lY4IE~ USE APPROPRIATE TEMPORARY SEEDING FOR DATES NOT INCLUDED ABOVE AND APPLY PERMANENT SEEDING
MAKE TIMELY REPAIRS AS NEEDED. WWEN ROUND LEVEL AND APPROPRIATELY FOLLOW RECOMMENDA G 0 LB ACRE 10-10-10 ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND AGRICULTURAL LIMESTONE AND 75 / SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. )OL WHEN THE SEEDING DATE ARRIVES. SEALS: ®0c°°°°11°'°°°®°"~~e,®®
STABILIZE Tf. FERTILIZER. °ve°wwo.0p ~I®
MAINTENANCE S WITH TEMPORARY SEDIMENT. TRAPS T RAINFALL REMOVE SEDIMENT MULCH iS WITH ~°~,~~4PORgT~~° '~e e a ® a
1CAN WITH REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDR INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH ..PERIOD OF SIGNIF ULATED TO APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING AS ACCUM ES 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND :XfEND ~ , 'RE KOBE ' ~r
AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT H ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLAD TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 L8/ACRE KOBE ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE g~' NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL T AND COASTAL PLAIN OR KOREAN (MOUNTAINS} LESPEDEZA IN :DEZA IN
ONTAMINATED PART OF THE GRAVEL FACING. CHECK (PIEDMON ) DESIGNATED DISPOSAL. AREA AND REPLACE THE C Y CHECK THE DEPTH OF THE LATE FEBRUARY OR EARLY MARCH. s 'i
THE. STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALL NKMENT. MAINTENANCE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBA RE-FERTILIZE IF GRON(TH IS NOT FULLY ADEQUATE. RESEED,
TELY FlLL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RE-FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER ~FnAFD P IMMEDIA PE INSTALLATION c 69, ~ ~ SLO ae ee
RIPRAP DISPLACED FROM THE SPILLWAY MUST. BE REPLACED IMMEDIATELY. AFTER ALL DAMAGE. R TO BE SEEDED TO A MINIMUM DEPTH OF 4-6 INCHES. T-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL 1. RIP A EA SEDIMEN ~1I1at°.u ?°10
UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE ~ SUMMER: OSE ROCKS, ROOTS, ETC. LEAVING SURFACE SMOOTH AND OTH AND ®0°,'g°'°° I ~Bi
EDING MIXTURE 2. REMOVE ALL LO PROPERLY. SE SPECIES: RATE (LB/ACRE}: UNIFORM. a` ~ ° °/'i O, ° / 0 ~ 0~
H ~ 3. APPLY SEED, AGRICULTURAL LIME, FERTILIZER AND SUPER PHOSPHA SILT FENCE NFALL. MAKE ANY REQUIRED GERMAN MILLET 40 'HATE 4 ~ ~Q° a 4~' AL bra d
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EAC MPOSE OR UNIFORMLY AND MIX WITH THE SOIL. REPAIRS. IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECO IN THE PIEDMONT AND MOUNTAINS, ASMALL-STEMMED SUDAN GRASS MAY
BECOME INEFFECTNE, REPLACE IT PROMPTLY. REPLACE BURLAP EVERY 60 DAYS. REMOVE SEDIMENT BE SUBSTITUTED AT A RATE OF 50 LB/ACRE. LY PREPARED SEEDBED AND COVER THE SEED LIGHTLY LIGHTLY ~ ~ 4 0 395 ' ~ e
TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE 4. SEED ON A FRESH K AFTER SEEDING. AVOID UN WITH SEEDING EQUIPMENT OR CULTIPAC DEPOSITS AS NECESSARY DERMINING THE FENCE DURING GLEANOUT. REMOVE s y a e (nt44
PRESSURE ON THE FENCE. TAKE CARE TO RING THE AREA TO GRADE AND SEEDING DATES ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND B MOUNTAINS--MAY 15 -AUG. 15 5. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. ~ ti o v 1I °f°° s ~R.....<.~ o
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. PIEDMONT--MAY 1 -AUG. 15
COASTAL PLAIN--APR. 15 -AUG. 15 PERMANENT GROUND COVER NG-TERM MAINTENANCE OF THE
THE OWNER OR RESPONSIBLE PARTY !S RESPONSIBLE FOR THE LO THAT SOIL AMENDMENTS PROJECT:
GROUND COVER ON THE PROPERTY. GROUND COVER MUST BE MAINTAINED TO A DEGREE FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE PREVENTS SOIL EROSION AND SEDIMENTATION AT ALL TIMES. GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 90-10-10
FERTILIZER.
SKIMMER
SIGNIFICANT ONE-HALF INCH MULCH INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND. AFTER EACH ( APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH 2
OR GREATER RAINFALL EVENT AND REPAIR IMMEDIATELY REMOVE SEDIMENT AND RESTORE THE BASIN TO ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES ) ULATES TO ONE-HALF THE HEIGHT OF THE FIRST ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUM N BE EXCAVATED. SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. t
BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH Cf CA
EXCAVATE THE SEDIMENT FRAM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAINTENANCE
MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. RE-FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE-FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER
BAFFLES DAMAGE. a°
CH RAINFALL. MAKE ANY REQUIRED REPAIRS INSPECT BAFFLES AT LEAST ONCE A WEEK AND_AFTER EA FABRIC OF A BAFFLE • FER TO GENERAL STAPLE PATTERN GUIDE FOR CORRECT 5 NOTE. RE
IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE NT STAPLE PATTERN RECOMMENDATIONS FOR SLOPE INSTALLATIONS.
COLLAPS TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIME E' F FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN DEPOSITS WHEN IT REACHES HAL TO AVOID DAMAGING THE BAFFLES DURING
AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE RAGE DEPTH. i. PREPARE SOIL BEFORE INSTAWNG BLANKETS, INCLUDING APPLICATION OF LIME, FERTiLiZER,
CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STO AND SEED. NOTE; WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED
MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE 8Y ANCHORING THE BLANKET IN 6° DEEP X 6° WIDE TRENCH. BACKFlLL AND COMPACT THE TRENCH AFTER STAPLING.
3. ROLL THE BLANKET'S (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2° OVERLAP.
5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE
A STYLE) WITH APPROXIMATELY 4° OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" w
CHANNEL INSTALLATION. B c APART.
ua U
NOTE: HORIZONTAL STAPLE SPADING SHOULD BE ALTERED CRITICAL POINTS
IF NECESSARY TO ALLOW STAPLES TO SECURE THE A. OVERLAPS AND SEAMS A a®
CRITICAL POINTS ALONG THE CHANNEL SURFACE. B, PROJECTED WATER LINE B C C. CHANNEL BOTTOM/SIDE TAPLE T LE T N GUIDE
REFER TO GENERAL STAPLE. PATTERN GUIDE FOR CORRECT SLOPE VERTICES STAPLE RECOMMENDATIONS FOR CHANNELS.
2 3 NORTH 3' 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47711
usA 1-Boo-772-204o CANADA 1-eoo-448-2040 AMERICAN ~
4 ~ , ~ s s' X.~ X GREEN
~ ~ 6 X ~ J > 3, J
~ v. , N
r ~ RTH AMERICAN GREEN SLOPE PROTECTION i NO X
~ ~ MATERIAL SPECIFICATIONS ~ r f~ A I
~ ~ 1
f rO SC150 Erosion control blanket shall be amachine-produced mat consisting of 70% agricultural straw ~ 3 t X ~ X N.T,S. x
,y~-{) ` 5 and 30% coconut fiber. The blanket shall be of consistent thickness with the straw and coconut 1 6 r 11
fiber evenly distributed over the entire area of the mat. The blanket shall be covered on the f ~ ~ l to side with heavyweight photodegradable polypropylene netting hawng ultraviolet additives to .7 STAPLES PER SQ YD gq Yp 9.2 STAPLES PER SQ 1'D
~ P ~ ~ ~ wn and an a roximate 5 8 inch (1.6 cm) x 5/8 inch (1.6 cm) mesh, and on the r delay breakdo pp / ~ ~
bottom side with a lightweight photodegradable polypropylene netting with an approximate 1/2 _ J
1 m x 1 2 inch 1.3 cm mesh. The blanket shall be sewn together on 1.5 inch (3.8 inch (1.3 c ) / ( ) 2, 2
--1~ cm) centers with degradable thread. Straw/Coconut fiber erosion control blanket shall be SC150 ~ I blanket X ~ - as manufactured by North American Green, or equivalent. The SC150 erosion contro -~-X 4 4' X X
shall have the following properties: _ _
X X X CLIENT;
Material Content 3> NOVant Health, Inc,
~ 1 7 Straw 70% (.35 Ib/yd~2) (.19 kg/m 2) 2085 Frontis Plaza Blvd.
~ X C X D Winston-Salem, NC 27103
Coconut Fiber 30% (.15 Ib/yd" 2) (.08 kg/m~2) X [phone]
4 To side heav ei ht photodegradable with UV additives 8 Netting p Yw 9
(3 Ib/1,D00 ft" 2 approx. wt.) DRAWN:...... DKJ', TEM
Bottom side lightweight photodegradable 1,75 STAPLES PER SQ YD :R SQ YD 3.5 STAPLES PER SQ YD DATE: 5I29IO9
U LNG APPLICATION OF LIME, FERTILIZER, AND SEED. 1.64 Ib/1,000 ft~2 (8.0 kg/100 m"2) approx. wt. 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCL D REVISIONS:
2, BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH. Thread Degradable
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
BOTTOM OF CHANNEL. Ph is I S cificat' ns Rall X X 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON 4 X X X
Width 6.5 feet (2 m) --10"
NKETS END OVER END SHINGLE STYLE) WITH A 6" OVERLAP. USE A DOUBLE ROW OF' 10'~ 4. PLACE BLA ( STAGGERED STAPLES 4" APART TO SECURE BLANKETS. Length 83.5 feet (25.4 m) X X X X X X
ANCHORED IN 6" DEEP X 6" WIDE 20 20
5, FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE KFILL AND COMPACT THE TRENCH AFTER STAPLING, Weight 30 Ibs (13.6kg) 10% X X TRENCH. BAC X X X
BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED 6. BLANKETS ON SIDE SLOPES MUST Area 60 yd 2 (50 m 2)
(2" FOR C350 MATTING). E E
FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT Stitch Spacing 1.5 inches (3.8 cm), 50 per 6.5 feet (2 m) roll width 7, IN HIGH
INTERVALS, USE A ROW. OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL PLACE A JOB. N0; Q$-O3Z
SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN. 3.8 STAPLES 3.8 STAPLES PER SO tv N 0 R TH SHEET TITLE:
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING, NORTH AMERICAN GRADING AND
AMERICAN Ev 47711 14649 HIGHWAY 41 NORTH, 722040 H~CANADAI9~SOODI448-20401 GREEN EROSION C®TGL
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA GREEN USA 9 800 772-2040 CAI USA 1-800-772-2040 CANADA 1-800-448-2040
DETAILS
N.T.S.
N.T.S. sCALE: AS NOTED.
SHEET NO.:
to%
U-6 s
0 STIMMEL ASSOCIATES, P.A.

I I I
Stimmel saciates, PA
1. Planting Soil 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THE SERVICES OF A Material Specification Size Notes Landscape Arcttitec#ure
PROFESSIONAL LAND SURVEYOR FOR ALL SURVEYING REQUIRED The soil shall be a uniform mix, free of .stones, stumps, roots or other similar objects larger than two inches, No other materials or BY THE CONSTRUCTION DOCUMENTS. THIS SHALL INCLUDE BUT NOT BE Civil Engineering:
substances shall be mixed or dumped within the bioretention area that may be harmful to plant growth, or prove a hindrance to the LIMITED TO THE FOLLOWING: GRADING, RISER STRUCTURE, BARREL, STORM Planting Soil Sand 85-88% N/A USDA soil types: loamy sand, Land Planning
planting or maintenance operations. The planting soil shall be free of noxious weeds. DRAINAGE & ETC. (2.5' to 4' deep) The planting soil shrill be tested and shall meet the following criteria. Silt 8-12% sandy loam or Loam eat moss 3-5% 601 N. Tratle Street Suite 200
2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR A FINAL AS-BUILT Winston Salem, NC 27101-2916 Centipede Grass ~ P: 336,723,1067 F:336.723.1069
pH range 5.2 - 7.0 SURVEY OF THE BIORETENTION DEVICE. THE AS-BUILT SURVEY SHALL INCLUDE THE Sodding organic matter 1.5 - 4% (by weight) FOLLOWING ITEMS:
magnesium 35 1b./ac Geotextile SEALS: eee?eunu~~ Class "C"-apparent opening N/A For use as necessary beneath o~'e C
phosphorus (phosphate - P205 75 tb./ac A. BIORETENTION DEVICE/DAM GRADING (FULL 70P0 OF BIORETENTION DEVICE Size (ASTM-D-4751), grab tensile underdrains only .o
potassium (potash - K20} $5 Ib./ac INCLUDING OUTSIDE OF DAM.) WITH 2 FOOT CONTOURS AND SPOT ELEVATIONS soluble salts not to exceed 500 ppm ALONG CENTER TOP OF DAM IN 50 FOOT INTERVALS. Strength (ASTM-D-4632), °~aRPORgr~s~°%
Puncture Resistance - e~
All bioretention areas shall have a minimum of one test. Each test shall consist of both the standard sail test for pH, phosphorus, B. TOP OF RISER & THROAT ELEVATION AND UPSTREAM AND DOWNSTREAM INVERTS and potassium and additional tests of organic matter, and soluble salts. A textural analysis is required from the site stockpiled OF BARREL (ASTM-D-4833) m . . • ,
topsoil. If topsoil is imported, then a texture analysis shall be performed for each location where the top soil was excavated. Since Underdrain gravel . .
different labs calibrate their testing equipment differently, all testing results shall come from the same testing facility. The NC C, LOCATIONS AND INVERTS OF ALL INCOMING PIPES AASHTO M-43 0.375" to 0.75" ~ , ~ °
Department of Agriculture (NCDA)' lab is the preferred testing facilitiy. Should the pH fall out of the acceptable range, it may be modified (higher) with lime or (lower) with iron sulfate plus sulfur. D, 80TTOM OF BIORETENTION DEVICE ELEVATION Underdrain piping F-758 Type PS 28 or 4" to 6" riigid schedule 40 PVC 3~ perf. ~ 6 on .center, 4 holes °v,,
er row, minimum. of 2" of ravel 'e e' AASHTO M-278 or SDR35 P 9
2. Compaction E. LOCATION OF RIPRAP DISSIPATOR PAD(S) over pipes, nOt n2CeSSary eeee °F r' °o
It is very important to minimize compaction of both the base of the bioretention area and the required backfill. When possible, use F. LOCATION AND ELEVATION OF SOIL RIPRAP BAFFLES underneath pipes , •
I r the contractor should use wide track or / excavation hoes to remove original soil. If bioretention areas are excavated using a oade , marsh track equipment, or light equipment with turf type tires. Use of equipment with narrow tracks or narrow tires, rubber tires with 3 IF THE AS-BUILT SURVEY DOES NOT COMPLY WITH THE CONSTRUCTION Poured in place Concrete
large lugs, or high pressure tires will cause excessive compaction resulting in reduced infiltration rates and is not acceptable. pOCUMENTS, THE CONTRACTOR WILL BE REQUIRED TO CORRECT THE (if required) fc=3500 psi ~ 28 days, normal N/A On-site testing of • r weight, air-Entrained; reinforcing poured-in-place concrete ~ a4 'E L
Compaction will significantly contribute to design failure. Compaction con be alleviated at the base of the bioretention facility by using DEFICIENT ITEMS. THE CONTRACTOR WILL RESPONSIBLE FOR REVISING a primary tilling operation such as a chisel plow, ripper, or subsoiler, These tilling operations are to refracture the soil profile through THE AS-BUILT SURVEY. to meet ASTM-615-60 required; 28 day strength & slump. 0 3951-
the 12 ihch compaction zone. Substitute methods must be approved by the engineer. Rototillers typically do not till deep enough to test; all concrete design ,
reduce the effects of compaction from heavy equipment. Rototill 2 to 3 inches of sand into the base of the bioretention facility 4 CONTRACTOR SHALL PROVIDE AN AUTOCAD DRAWING AND SEALED (cast-inplace or pre-cast) not GI ~.t~C~~® si ° e
before backfillinq the optional sand toyer. Pump any ponded water before preparing (rototi(ling) base. When backfillinq the topsoil over HARDCOPY TO ENGINEER. the sdnd layer, first place 3 to 4 inches of topsoil over the sand, then rototill the sand/topsoil to create a gradation zone. Bockfill using previously approved State of °o°o,'~R R"
the remainder of the topsoil to final. grdde. When backfillinq the bioretention facility, place soil in lifts 12" to 18". Do not use heavy local standards requires design drawings. sealed. & approved by PROJECT:
equipment within the bioretention basin. Heavy equipment can be used around the perimeter of the basin to supply soils and sand. Professions Structural Engineer
Grade bioretention materials with light equipment such as a compact loader or a dozer/loader with marsh tracks. licensed in the State of North
Carolina -design to include
3, Underdrains meeting. ACI Code 350.R/89;
Underdrains are to be placed on a 3'-0" wide section of filter cloth, Pipe is placed next, followed by the g ravel bedding. The vertical loading [H-10 or H-20];
ends of underdrain pipes not terminating in an observation well or clean out shall be capped. The main collector pipe for underdrain systems shall be constructed at o minimum slope of 0.5%. allowable horizontal loading (based
on soil pressures); and analysis of
4. Miscellaneous potential cracking
THE BIORETENTION FACILITY SHALL NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. Sand shall be washed.
Sand AASHTO-M-6 or ASTM-C-33 0.02" to 0.04" Substitutions such as Diabase &
4" rice ( P) Graystone #10 are not acceptable.
No calcium carbonated or
dolomitic sand substitutions are
acceptable. No "rock dust°' can be
used for sand.
w
e- Z
w U
J
V
DESCRIPTION METHOD FREQUENCY TIME OF YEAR P--~
SOIL •
Inspect and repair erosion Visual Monthly Monthly ORGANIC LAYER
Remulch wid areas By hand Whehe~r needed Whenever needed
`Remove previous mulch layer before By hand Once every two or Spring
applying new layer (optional) three years
An additional mulch added By hand Once a year Spring y aJ
PLANTS
Remote and replacement of all dead See planting 3115 to 4/30 and 1011 to 11!30
and tleseased vegetation considered specifications
beyond treatment
Treat all diseased trees and shrubs Mechanical or by hand NIA Varies, but will depend on insect or disease infestation
Watering of plant material shall take By hand Immediately after N/A
place at end of each day for 14 completion of project
consecutive days and after planting Y
has been completed
Re lacement cf su orf stakes B hand Once a year Only move stake in the spring P_ PP y CLIENT:
Re lace an deficient stakes or wires By hand Whenever needed Whenever needed P Y
Novant Health, Ine.
TOP SLAB 2085 Fronts Plaza Blvd.
F G 4x Winston-Salem, NC 27103 TOP ELEVATION. [phone]
REMOVABLE TOP ELEVATION 2ND OPENIN 6""
FLUSH TYPE IF REQ'D.
CAP " DRAwN; DKJ, TEM
CLEAN OUT TO BE SET OPENING 6"¢ 8 e DATE: 5/29/9
' V I RETENTION CELL X 1 ABO E B 0 X 8" REVISIONS:
BOTTOM A 8°
A
m 8° _ o
B
VARIES SECTION X-X ~ SECTION Y-Y
SEE PLANS
Y
COMBINATION WYE PLAN NOTES: MORTAR JOINTS 1/2" TO 1/8" THICK. JOB. N0: OS-03Z
AND 1/8 BEND USE CLASS "B" CONCRETE THROUGHOUT. -
USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. SHEET TITLE:
MIN. DIMENSIONS FOR CATCH BASIN (BASED ON MIN. (BASED ON MIN. HEIGHT, N) _ PROVIDE ALL CATCH BASINS OVER 3°-6" IN DEPTH WITH STEPS 12"
DIMS OF BOX & PIPE REINFORCING INFORCING SLAB ON CENTER. USE STEPS WHICH COMPLY WITH NCDOT STD. DRAWING 840.66. STONiVVATE
PIPE SPAN WIDTH HEIGHT BARS - X BARS - Y X BARS - Y TOTAL DIMENSIONS CONCAVE TOOL ALL EXPOSED MORTAR JOINTS. MANAGE ENT
D A B H N0. LENGTH N0. LENGTH ~H N0. LENGTH LBS F G USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS
12" 3'-6" 2'-3" 9'-10" 5 3'-4" 7 4'-7" 7 4'-7" 28 4°-10" 3'-7" OF SECTION 840 OF THE STANDARD SPECIFICATIONS, DETAILS IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADO TO SLAB
15" 3'-6" 2'-3" 2'-1" 5 3'-4" 7 4'-7" 7 4'-7" 28 4'-10" 3'-7" AS SHOWN ON STD. N0. 840,00. a" 8 5'-1" 36 5'-4" 4°-0" FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB, OVER
STUB OUT 1' PAST 18°' 4°-0" 2'-8" 2'-4" 6 3'-g" 8 5'-1" HDPE UNDERDRAIN WYE AND CAP 24" 4'-0" 2°-8" z°-1o" 6 3'-9" 8 5°-1" 3" 8 5°-1" 36 5 -4 4°-0" 8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND. BOTTOM SLAB.
AT 0.5% MIN. 30" 4'-0" 3'-6" 3'-4" 6 4'-7" 10 5'-1" 10 5'-1" 44 5'-4°' 4°-10" CHAMFER ALL EXPOSED CORNERS 1".
36° 4'-6" 4'-0" 3°-10" 6 5'-1" 11 5'-7" I" 11 5'-7" 52 5'-10 5'-4" ~ INCREASE THE SIZE OF THE 6" OPENING TO 8" MAX., AS DIRECTED BY THE scAt.E: AS NOTED
.n .n n rt tl ,x ~ ~ ~9 n n.- nr e» ..x 1"Alnif.l[ rn r1v AnRfAlh n" TA TUC UfAI I LIiCl~IJT AD(+\/~ TllC TAD [I C'1/ATIAAI AD II ICT
4L 5 -U 4 -b_ 4--4- 1 b 0 iJ b -1 QUA °nc °vr cLLVn°wn. nwV 7° b pp q15 WG 01 CV mv t w Inc frnc4 rncVrn nollrc
46" 5'-0" 5'-0" 4'-10" 6 6'-1" 14 6'-1" " 14 6r-1" 71 6°-4" 6°-4" QUANTITIE IES ACCORDINGLY. SHEET NO.:
C "O''T DETAIL LEAIN U YARD INLET DE T r D" E T A I "`%DOT STD. 840105) Ku U-7, uo%
NTS STIMMEL ASSOCIATES, P.A.

\ f \ p
912 ~ NOTE, THIS SI®RETENTI®N 8'
-910 ' \
_ f FACILITY SHALL N®T EE \ A
908 , C®NSTRUCTED UNTIL ALL
906 \ , TOP OF RIP RAP CONTRIBUTING DRAINAGE s" BELOW BARREL INVERT END OF BARREL
.904 , _
AREAS ARE STABILIZED. 902.__ - " N ' `r
0 90 \ '
\ , r 7' o Stimmel Associate, P~4
' \ - ' " 898 ~ 21 m 2~1 Landscape Architecture
' 4~ Civil Engineering
RAIN \ g96 1 UNDERD ~ _ ' ClEANOUT ~ ~ C-7 \ ~ Land Planning ` - BOTTOM PLUNGE POOL
(TYP.) ' My _ 601 N. Trade Street Suite 200
_ 90' BEND W/ 894 \ Winston Salem, NC 27101-2916
2:1 2:1 3' P; 336.723.1067 F: 336,723..1069 SLOPE
W 892 - \ ~ . _ SEALS: ,,°°°°~°~iuuepe~,I,~
E ~ 0.50% \ n, NDP BOTTOM PLUNGE POOL
$ . ~ : 132 LF 0 ~ ~ \ ~ \ F a
899-- r-- _ i' 0% r , ~ ~ • e~ e° e
" PE ~ 10 LF OF 6" PERF. LF OF 6.-- _-----`".---~'a . TOP OF RIP RAP
~ _ 136 - ~ - _ NDPE ®0:50% - _ ..,,J.-~'~ I ~ - - , AT EXIST. GRADE ~
_ ~ ~ 0.50% I, „ ~ \ 1 g' ~ ®i a.......••~®~, a®•
g" PERF. NDP 10 LF OF $ PERF.. L r ~ % ~ ~ i „ F OF 140 I ~a ~ \ s,~,~ a®~
HDPE ®0.50% ~ \ ~ ~r~,:--~ ~1pJaii ii
p,,...~.-- E ®0.50~~ g " F, HOP P: C SS \ 00 _ ~ 6 PER, r' ' ~ ~ RIP P, x ~ GRADE TRANSITION 10 LF OF TRANSITION TO ~ ®~w+ , ITION BE SMOOTH AND UNIFORM >v°®`° ~ 8~~,
_ 10 LF OF 6" PERF.--''"" OF I ~ ~ ; 137 F- A TO EXISTING STREAM HDPE ~ 0.50% ° . , ~ V \ ~ ~ GEOMETRY SEAM 0e° ~ <ie
" l ~ NDPE ®0.50% a i 1,, \ , \ ETRY I , ';k
F g" PERF... I , 10 LF OF 6" PERF. ~4 Lf ~ ~ ~ \ A
HDPE ®0.50% ' \ __8 ~ -ter ~ ~ i a 03 51 .
ry`_ ` 8 - ~ \ - 10 LF OF 6" PERF. " - \ END RIPRAP i • r i •s aH i a
HDPE 0,50% ? ~ ~ ~ _ AT END OF - i END RIPRAP AT END OF ~'~,a • ..~~1~1~••. °`~1~,.°
. ~ ' TRANSITION TRANSITION '+,a R R.
„ " _ 899'---~ - ` 6 LF OF 6 PERF. t----~ ' ~ ~ 890 \ ~~°~omau~j1`°°
HDPE ~ 0.50% ~ ~ = ~ ~ ~ : COVER WEIR SECTION PROJECT;
890 \ - , 896...__ BARREL - _ - - , - - - W/ CURLEX I MATTING _ _ _
- r ; FOREBAY SEE-'" \ti
CROSS .SECTION IN _ - - _ - _ -RIPRAP- - _ - - - - - - ' - - TOP OF BANK _ - 8" NCDOT CLASS A RIPRAP
DTL. "2 THIS SHEET 2. ~ - - 2 r l - _
_ 2 _ _ 3 8' Z.1 i - ~ EXISTING SLOPE ~ _ NCDOT CLASS A RIPRAP
..._.._,.894...._ YARD INLET - -7: , 8 I
~ ~ ~ J 6" #57 WASHED STONE
~i,~T ~ TRANSITION ~ NCDOT TYPE 2
t NCDOT TYPE 2 _ _ _ RIP RAP 1 ......_...r 888 . ZONE
892 PLUNGE POOL ~r GEOTEXTILE FABRIC ~ A; _ UNDERLINER 7 FT GEOTEXTILE FABRIC
_ _ \ 7 FT 3 FT COMPACTED SUBGRADE
8g0 ~ \ _ _ _ _ ; DISTURNBED ~ _
. _ _ ~ \ LIMITS _ _ TI -A TI

I J J

L L I~
v NTS
- 0 zu 40'
_
...a W
Q
W
UNDERDRAIN STORM WA a CLEANOUT 1 MANAGEMEI STORM WATER U MANAGEMENT ~
- - - TYp. -7. STRUCTURE FES # 1 ( ) = 88 STRUCTURE '7~ Q
SDMH #701 TOP TOP = 889.58 - U D
4 W
10' -CENTIPEDEGRASS SOD CLASS 8 RIPRAP PONDING WATER WEIR = WEIR = 888.75 T >
INV OUT
883.75 a • r..~
r \ / ~ ~ 76 LF OF 24W FOREBAY ELEV. - FES #2
~ POND ELEV. RCP C~ 6.45% 888.75 888.75 - MAX.1 L_ ~
12" MAX.1 MAX.1 BOTTOM ELEV. ~ ~f4~-~~°,` 3 INV OUT = 883.50 ~j
, ~ , 887.75 ~ . , . b~~°1:
° ~ 3~ t
% o' , + ° ° , RIP RAP .m PLUNGE POOL -7.
BOTTOM OF ; 4 ~ ! MEDIUM ~ e
tiy,~ 4.+...f ..,r.r irn .~,:,r,•h w... to ti,?•^,ox :":s 'sMV >~'i,n~..,*''~x"M„n r.~.~, r,~,~°as't.~^,`'a-'~~~~rt ~a.t 4" WASHED SAND ELEV. 885.75 - 46 LF OF 30" RCP ~ 0.33%
(AASHTO-M-6 MIN. 0.5% SLOPE MIN. 0.5% SLOPE ~ e
OR ASTM C-33)
#57 WASHED STONE _
50' MAX, UNDERDRAIN INV - 883.85 5
BETWEEN CLEAN OUTS 50' MAX. BETWEEN CLEAN OUTS 50' MAX. BETWEEN CLEAN OUTS INV OUT = 883.65 = 883.65
N.T.S, 6" SINGLE WALL NDPE UNDERDRAIN ;DRAIN CLIENT;
WITH 3/8" PERFERATIONS 6" ON CENTER WITH 4 HOLE PER ROW. ON ~W. Novant Health, Inc.
PIPES SHALL BE LAYED AT A MIN. MIN. 2085. Frontis Plaza Blvd.
OF 0.5% SLOPE. CLEANOUTS SHALL BE PLACE AT A MAXIMUM OF 50' SHALL Winston-Salem, NC 27103 5D'
SEPARATION. (TYP.) (704) 316-4.376
STORM WATER UNDERDRAIN DRAWN: DK,1, TEM
MANAGEMENT Z CLEANOUT ~ STRUCTURE -7. (TYp,) -7. DAiE: 5129109
TOP = 889.58 REVISIONS:
CENTIPEDEGRASS SOD
GRASS EMBANKMENT WEIR = 888.75 PONDING WATER roP EI„w. 890.0
MAX.1 3 a
POND ELEV. 888,75
a 12" - ~
BOTTOM ELEV. 887.75 _ _ , . _ 4..., . . ~f 2.0' PLANTING SOIL ME(~IA ~ ? SAND 85-88% ASTM C-33
~ ~ r , FINES 8-12%
>1 ORGANTIC MATTER 3-5% a , ; JoB. No; 08-032
~ ~ „ s ~ a u,
- ' ' BOTTOM OF MEDIAN ELEV. 885.75 y ~ ` ,.:~..i~~ f °e 3~ ~ b a-d* : ~ ant ~ `yL+ ^ kli~.:.. n+.n...r+M^ ra~„' 1t"~1' v , .a....e ? ri frv w. a-+ ,.>.~~t r~ a a~yr. +,'K'a'1\ ,la .v x?S'Y. n .+7 ~ < ,,.u..h . aaF vsr~,.: a f. ^S u.. to - wa^ _ K.~^ .:.y-..h ,,.:.k rt. cn~,:,,,~ - r., r , , n.: F%t. ..axEh:. n . w~.,. :,r, ~ ti o. . . ,h ,:r.,. . ~.,a~:, ~ ~`,:'~;,^"~~r-~~~.',~~~r;;,'+4 SHEET TITLE:.. 4
MIN. 0.5~ SLOPE MIN. 0.5~ SLOPE
4" WASHED SAND FILTER FABRIC TORNlATE NON WOVEN TREVIRA #1120 OR EQUAL
(AASHTO-M-6 OR ASTM C-33) BETWEEN SAND AND WASHED STONE MANAGEMENT
10' MAX.
#57 WASHED STONE INV OUT = 883.65 UNDERDRAIN I V = N 883.85 ®DETAILS: 6" SINGLE WALL HDPE UNDERDRAIN DIO TETION
WITH 3/8 PERFERATIONS 6 ON f r~
CENTER WITH 4 HOLE PER ROW, VEL~ 2
PIPES SHALL BE LAVED AT A MIN. OF 0.5% SLOPE. CLEANOUTS SHALL
BE PLACE AT A MAXIMUM OF 50'
c~peRennN ITVp ~ SCALE: AS NOTED
3 BIORt I EN I ION CtLL 2 C:KU55 StC; I IUN t3-t3 SHEET NO.:
N.T.S.
¦
© STIMMEL ASSOCIATES, P.A.

¦
® ~

' ~ { '0 8'
1 930 9~ { ~~a
0 ~ 928 A
r END OF BARREL ~
~ ~ ! NDERDRAIN ~ ~ ~ 2~ OF RIP RAP 1 U 926 9 ~ TOP I _ CLEANOUT r ~ 6" BELOW BARREL INVERT
) 90' ~$EN W~ ~ TYP. ' ( 924 CL NOU (lY 9~ i ' N
922 _ Stimmel Associates, 11'
- _ --y ~ _ _ 921. - . - - - _ - i j , -
- 10 LF OF 6" PERT. ~ _ ~ ~ 150 lF 0OF 6" PERF. HDPE ®0.507< ' -.__-I DPE ®0.50% o Landscape Architecture v Civil Engineering
.___-__,_~__s.- ~ { ~ ~ ~,.f ~ Land P[arining
~ ~ I' ~ F F OF 6" PERF. HDPE 0.50% f~'~~ " ~6 ; ~ ~ ~ , 150 L 0 LF OF 6 PERF. g
i ~ _ I i ! ~ ~ , DPE ®0,50% _ BOTTOM PLUNGE POOL 601 N. Trade Street Suite 200 Winston Salem, NC 27101-2916
- 1' { P: 336.723.1067 F: 336.723.1069
®0.50% _ - 0 LF OF 6" PERF. ~ { ~ _ _ _ { _ I 150 LF OF 6" PERF. HDPE ~ ,DPE ®0.50% 2• _ 2:1 SLOPE 2:1 4.5' SEALS:. O''Q1.,C/ °1'e°+B
i i Pp"`° oe a ••v... Bi
_ _ _ _ , ~ ; T ~ { 1/ ~ ,k ( ' 0% 10 LF OF 6" PERF. 0~ l BOTTOM PLUNGE POOL ,.~~PORgT,SA®~ ~ F °e m
~ 150 LF OF 8" PERF. HDPE ~ 0.5 _P I HDPE ®0.50% _ 1 1 ~ I I _ 3 4 e® M 0
~I ~ , i N 0
~ ~ ~ ! ~ ~ RF. HDPE ®0.50% ~ - ~ :'10 LF OF 6" PERF. ` 160 LF OF 6 PE ~ ~ ~ ~ ' i ~ _ - ; , HDPE ~ .50% a TOP OF RIP RAP
i a ~ , ~ ~ ~ ~ / ' i _ - . AT EXIST. GRADE C-,69 r
~ { ~ F 6" PERF I r o LF ' "
RPE @ 0.50% g~2 1 „ i ~ ~ ~ ~ ~ 150 LF OF 6 PERF. HDPE ~ 0.50% t - ~ , tp _T~ a - / ~ - - ~ a~ °°~°~?°ni~ ~ ~a
C~ I { z~ ?
' ! ; % ~ ~ ~ ~ X150 LF OF 6"~ PERF. HDPE ®0.50% r 13.5 LF OF TRANSITION TO ~~~e,,~ o °`s°
I ~I I - , - r - GRADE TRANSITION - ~ ` - - ° ` TO EXISTING STREAM VSITION BE SMOOTH AND UNIFORM ~ Q" ~ ~1®~ ryi s
-f~® - -921°`.. ( _ _ - _ -922 GEOMETRY ,II °e i STREAM I ~ )METRY t~,.~ q a EAL
,I' - - 0 { ~ 924 , /-1
0~ ~ cv ~ ~ i` I , 2 P ~ ~ I ~ YA D IN ET 95 i •s ~
t -7. f { i o e
I ~ ~ { ~ ~ 924--- END RIPRAP END RIPRAP 0
~ I 1 ~ ! AT END OF f { r AT END OF s,~~®®''RaRree'"®eta
922 TRANSITION TRANSITION PRQJECT:
h ~ F,~REBAY SEE 920.,' COVER WEIR SECTION
{ ~ CROSS SECTION IN ~ ~ l rbTL, 2 :THIS SHE~~ W/ CURLER (MATTING - -
~ ~ ~--918 ~ ~ ( ~ ~ ~ BARREL - - - - - - - - - - - - _ _ 8° NGDOT CLASS A RIPRAP
~~0 { ~ ~ / ' --916 ~ ~ _ -RIPRAP TOP OF BANK---
i / ! ~ ~
a , 2:1 ~ ~ RIP RAP 1 ` 2.1 - - - ~ NCDOT CLASS A RIPRAP
~ r,~ ~ ~ PLUNGE POOL -7.3 i ~ t 5.3' I ' EXISTING SLOPE T 8 - - ^ ~ 6'° #57 WASHED STONE
- ® ® ® ® ~ - ~i
N ! + N i i ~ TRANSITION ~ NCDOT TYPE 2
i ~ { j 14 ' ~ 9 ZONE ~ GEOTEXTILE FABRIC
® { + DISTURNBED NCDOT TYPE 2 / IM ITS f L 1 .COMPACTED SUBGRADE
{ r GEOTEXTILE FABRIC { ~ o UNDERLINER 11 FI 11 FT 4.5 FT
~ N
{ / ~ { ~ ~ TI SECT( C
j ~ i, ~ r ~ ° { ~ ~ %
1 1 ~ ~ ~ ~
f I { ~ ~ ~ sF~,. ~
{ ~ ~ ~ ~ RETENTION ~ .-~1 f I ~ NOTE. THIS BIO ~~!~r ~ r ! r , I_
- ILITY SHALL N®T SE
~ I ~ cl #eo1 { - , ~ NSTRUCTED UNTIL ALL 20~ 40' NTS ~ CO O
I ~ i INAGE ~.I ~ _ W
~ ~ CONTI~ISUTING DRA r' i ~ ~
~ ~ ' ~ - ~ AS ARE STABILIZED. _ _ ARE W u
- - - 1 ~ Mme` - I J
STORE STORM WATER Q
UNDERDRAIN MANA( MANAGEMENT ~ U STRUCTURE Q
CLEANOUT i STRU( TYP -7. TOP ( ) TOP = 922.58 W
- - a FES # 1
CI 801 CENTIPEDEGRASS SOD 1~ WI WEIR = 921.75 r~ T P FV, ~0 . ,-a
4 PONDING WATER - 10 SS B RIPRAP N'
CLA FES #2 ~
INV OUT 820.75 ~ MAX.1 ~ e 3 INV OUT = 916.50
POND ELEV.
~ 4 LF OF 24" FOREBAY ELEV. - 6 921.75 12"
~ ~ { 41% 921.75 RCP ~ 2. I { { BOTTOM ELEV. , . , , , ~ RIP RAP 1
/ MAX.1 MAX.1 . , _ 20.75 I ..f . _ PLUNGE POOL -7.
l; 6 .a ~ ,
~ r. BOTTOM OF i ~ ~ ~°"y ,~.=Y' 44 LF OF 30 RCP ~ 0.34% i°
f ~ ~ MEDIUM ,y ° _ ~r, v, ~ ~ ' .p, { .;y~.~. I~ ' , ;_qy~ DT.yvY.au k.~1 ls~. r o~"_ ~~i f i ^~'I M~~i'
,ri-,w w ~ ~ , ~ ~ ~ ELEV. 918.75 r ~ ~i
AND MIN. 0.5% SLOPE ~ ~ 4" WASHED S MIN. 0.5% SLOPE (AASHTO-M-6
OR ASTM C-33) UNDERDRAIN INV = 916.85 916.85
L OUT = 916.65
#57 WASHED STONE N CLEAN OUTS INV OUT = 916.6: 50' MAX. - 50' MAX. BETWEEN CLEAN OUTS 50' MAX. BETWEE
BETWEEN CLEAN OUTS CLIENT:
® PE UNDERDRAIN UNDERDRAIN Novant Health, Inc.
6" SINGLE WALL HD WITH 3 8" PERFERATIONS 6" ON NS 6" oN 2085 Frontis Plaza Blvd.
W. CENTER WITH 4 HOLE PER RO PER ROW. Winston-Salem, NC 27103
PIPES SHALL BE LAYED AT A MIN. N.T.S. i AT A MIN. JOUTS SHALL [phone]
OF 0.5~ SLOPE. CLEANOUTS SHALL BE PLACE AT A MAXIMUM OF 50' JM OF 50'
SEPARATION. (TYP.) D~awN. DKJ, TEM
DATE:..... _5/291Q9
REVISIONS,
UNDERDRAIN STORM WATER 2 CLEANOUT 1
MANAGEMENT (nP) _7,
STRUCTURE TOP = 922.58
'OP ELEV• 924.
CENTIPEDEGRASS SOD
PONDING WATER T WEIR = 921.75
GRASS EMBANKMEN
MAX.1 a 3 2 0' PLANTING SOIL MEDIA
12., . ~'t~rz~z ~ POND ELEV. 921.75 - G. , SAND 85-88% ASTM C-33 FINES 8-12%
ate,..., •.wy ~ . ORGANTIC MATTER 3-5% JOB. N0; OS-O32
BOTTOM ELEV. 920.75 ~ a - y SHEET TITLE:
a1 a,, J
k a ~ y~'- \'1 1 ~ 4~r r. ~ ~ i a +w ~:,v '~c?1~+'tr;~ ~Y :aA? y?.. 4,~ 'P'~ n~-~:t~~ t+`,~ sw` rte"`' ,r'., r d. > `~'a - r 6;d ^~Wr.e Orr *q+k,,,,'y, !a.~r r~v,~, .•d rrt ce~3..~`~~}''1'~14p;
v ^ t, E~ ~M1~ r~ P 7 MIN. 0.5~ SLOPE FILTER FABRIC p NA~jE '1"
BOTTOM OF MEDIAM ELEV. 918.75 ~ • MIN. 0.5% SLOPE NON-WOVEN TREVIRA #1120 OR EQUAL /'1 BETWEEN SAND AND WASHED STONE DETAILS.
4" WASHED. SAND AASHTO-M-6 BIOETETIO
( OR ASTM C-33) 10' MAX. 6° SINGLE WALL HDPE UNDERDRAIN CELL #3
NE = 5 UNDERDRAIN INV = 916.85 #57 WASHED STO INV OUT 916.6 WITH 3/8 PERFERATIONS 6° ON CENTER WITH 4 HOLE PER ROW.
PIPES SHALL BE LAYED AT A MIN.
OF 0.5% SLOPE. CLEANOUTS SHALL SCALE: AS NOTED
8E PLACE AT A MAXIMUM OF 50' SEPARATION. (TYP.) SHEETNO.:
C 0"% low4b, ¦
3 BIORETENTION CELL 3 CROSS SECTION B-B
N.T.S. 0 STIMMEL ASSOCIATES, P.A.

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