SW4080501_APPROVED PLANS_20080714

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �QSi7�OI
DOC TYPE
❑ CURRENT PERMIT
� APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
-474
YYYYMMDD

'!lL�a_1.:_'L'-' - �_.��_ _�___.1. _.��. .�. �.:.. ;:i }i.:i.,�f...11�i.f:.iii�� '.t- _'e�1` �i�•,1-;i1_t •�.•,_ _
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SITE PLAN LEGEND
ZONING
EXISTING ZONING: CU-PUD
PROPOSED ZONING: CU-PUD
TYPE OF REVIEW REQUESTED: PRELIMINARY SITE
PLAN APPROVAL
(I.E. REZONING, PLANNNING BOARD REVIEW,
PRELIMINARY SUBDIVISION APPROVAL, ETC.)
SITE SIZE AND COVERAGE
TOTAL ACREAGE: 18,26 ±ac
TOTAL NUMBER OF UNITS: 50
DENSITY: 2.74 (UNITS PER ACRE) _
SMALLEST LOT: NIA MIN. LOT WIDTH: NIA
MIN. SETBACKS: FRONT 1Q', SEPERATfON 20,, REAR 30'
INFRASTRUCTURE
WATER: X PUBLIC PRIVATE
SEWER: X PUBLIC PRIVATE
STREETS: X PUBLIC PRIVATE
I Site Data
ST
KING
N
MILLCREEK SUBDNISI0IV A T a o
FIELDSTONE
KING
STOKES COUNTY, NORTH CAROLINA
CT
RD
SITEI
VINGRAM •+tFFr_RSONSTOKES CO. Pa-----rrrrrr-----------------
ORSYTH CO.
VICINITY MAP 1"=2000'
Now or Formerly
Parcel No. 690218228078
K h G o'c It
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Now or Formerly
Parcel No. 690218323077 �
Catholic Church '
Deed Book 298, Page 387 !
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Now or Formerly ` , ♦ !
Parcel No. 690218228078 �♦ �. �.` r
Kathleen G. O'Connell
Deed Hook 440, Page 1757 ♦ "� r r
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J! FUTURE
f;�' � COMMERCIAL
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OUTPARCEL5
j 2.28 AC. +!_
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OUTPARCEL6
3.04 AC. +!-
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JURISDICTION: Deed Book 440, Page 1757
CITY OF KING, NC
YADKIN TOWNSHIP r
ZONING: — _ i` �` F E
EXISTING = CU-PUD 1 �\ (`r -� �'�.� �'♦ Nlit,% L, I-1 �ILY �;r•
I! I Now or Formerly V.
PROPOSE© USE: - Parcel No. 690217115487
SINGLE FAMILY & MULTI -FAMILY Now or Formerly Parcel No. 690217117200 --� \\;\
Paryiel No. 69021XO19221 nett McGee Pulliorn ` � N r` ; OG
SITE ACREAGES: y
TOTAL PARCEL ACREAGE: 153.85 +1_ AC NELL J. wattkk 2001E/328 \`;� t - �. t,/ t iOlt
De d ook 439, Page \1146 Deed Book 118, Page 613
MILLCREEK PARCEL ACREAGE: 18.26 +1- AC �
-
It
INFRASTRUCTURE: �; l `1 �'� '/\`�\�,\` �1 ==1 ♦ �;�'/ i i'.
WATER: PUBLIC _ �'- i ` ;� ' / :\., ♦ �; I /
SEWER: PUBLIC _ +� i1� 11 ` / j �. \; ♦ '�/ f
STREETS: 2590 LF
BOUNDARY AND TOPOGRAPHICAL INFORMATION:
BOUNDARY GENERATED FROM BOUNDARY SURVEY
BY: BRADY SURVEYING COMPANY, PA b 3�
TOPOGRAPHIC INFORMATION GENERATED FROM AERIAL To z�
TOPOGRAPHY BY SPATIAL DATA CONSULTANTS, INC. 1 ol
m ° _y-- _ �_= -_ _=_ _=
DENSITY CALCULATIONS' - `�---1=------ — -- ;�:�
NUMBER OF UNITS MULTIFAMILY: 50
DENSITY MULTIFAMILY: 2.74 UNITSIACRE J& 0 o•L � � ` 1 t , � �� � �• \ �-
WATERSHED INFORMATION:,
SITE IS NOT LOCATED IN A WATERSHED FUTURE`,§4"*
FLOOD INFORMATION: yaw , t ; I FAMI Lam.`
THERE IS NO FLOOD PLAIN PRESENT ACCORDING TO
O
FORSYTH COUNTY G1S INFORMATION. Iry902,)�
440 5
ow Z
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z 6 •. '`h =-_ = f- I I I}-' -+ fl i I Q 0 y 0 I 0• 0
P oED
�`• ,_ J`.. �: \4\ I I f_ I fl I 0 fl i
�.h'.� � 1� I ' ' ' ' Dt%nwoodyi Section 2 I
Plat Book 3, Page 148
41, a I
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414
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punwoody
41.
N3 Plot Book 3, Page 94
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i WATER SHED NOTE
r
Now or Formerly FUTURE DEVELOPMENT OF PROPOSED PHASES OF THIS PROJECT
f Parcel No. 690218427206
SHALL PERMITED AS MODIFIGAT(QN TO STDRMWATER
f Young Men's Christian Association PROJECT NO. SW40B0501.
i of Greater YVinston--Salem
Deed Book 393, Page 1410
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Now or Formerly
OUTPARCEL 4 �, — Parcel No. 690204512272
1.39 AC. +I- ♦ '�j
L-1 �� Leo �0 Stokes -Reynolds Merr.cr';,I .4--!•its!
`� +e��0 Deed Book 375, P �qe
Plot Book 5, Poca
to
1 Now or Formerly
PI No. 59021846783
Shugart Management, Inc
Family Homes, LLC
D.B. 577, Pg. 1080
I "•� n .r� IL
I I , , '� 1°•,�' i
ounwoody, Section 3
Plot Book 3, Page 175
FUTURE
COMMERCIAL
/MEDICAL
I�
The Shelton I
Companies I1
r D.B. 343, Pa 507 II
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SCALE: I" — 200'
DRAWING INDEX:
COVER SHEET
SITE & UTILITY PLAN
CLEARING & GRUBBING PLAN
GRADING & EROSION CONTROL PLAN
WET POND
C-1
C_2
C-3
C4
C-5
WET POND LANDSCAPE PLAN
C-6
WET POND DETAILS
C-7
FIELDSTONE DRIVE PLAN & PROFILE SHEET 1
C-8
FIELDSTONE DRIVE PLAN & PROFILE SHEET 2
C-9
MILLCREEK DRIVE PLAN & PROFILE
C-10
RIVULET DRIVE PLAN & PROFILE
C-11
SEWER OUTFALL
C-12
STORM OUTFALL SHEET 1
C-13
STORM OUTFALL SHEET 2
C-14
STORM OUTFALL SHEET 3
C-15
DETAILS -
C-16
DETAILS
C-17
DETAILS—
C-18
Approved Stormwater Permit Documents
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; Certify conformity with the
Plans and specs; and certtfy compliance with the
stormwater rules (15A NCAC 2H 1 D08 (j } )
Permit # Y� dateWc ��
by ... Y NC givision of Wolte 1 ity
sheot # Revision Date
BEFORE YOU DIG !
CALL 1—800-632-4949
N.C. ONE ---CALL CENTER
IT'S THE LAW I
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S66'33 44'W 5SMI1 NO. 17 1-8'Xe TEE - I I i
IT, 0+t3-Sp(Ylu-CRmf} I --a' GA'M VALVE S31'57'32'E 553.37�41'W r
GENERAL NOTES ss�H N *� 'a CH = 18.17' o/s 1&00 R 1_6' GATE VALVE CH = 15.98' 23, 1 Gt' fIla
..: ... 0/S 5C L R = 725.00' A; 8+42.2WFIELDSTONEI I-r PLUG 224.77' y+ 1 F r,3
- - 0j 13 5p �� R = 1175.05' S58 27'i8'W @ dad. 1511.50
_ _ _ � - ,-87(8'7f6' H19 TEE
]. PROPOSE UTILITIES OUTSIDE OF RIGHT OF WAY ARE PRIVATE. �!� - _-GATE v LIVE FIELDSTONE o S1T'15'37"W! t� yp ��u1it'?«`EYD TEE"? 38 Mm
W .A I- XSMM%4--- /5p� ■\>r CH - 17.95' f-nt��SSflAB6( ~ •�'� ept
2. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE. RIw ¢ ' ��, I--pu_B��C R = 13.00' L-,o_7n " �� - w 4 c I
3. CONTRACTOR SHALL PROVIDE ALL THE MATERIALS AND APPURTENANCES ___�,__ - �utuRE:SAN - - _ - - a' ap ,,; z $ 8' Seri-� �R W ' `- �- 561•D6'12"w - `-----§F4M'TI5 W� u - f µ� WR_, pvc _ c -t ,
_r _ _�_ ��- - _ r
�r - -� HL i�IT = T64.g!5 HCF 5$-r DP 2=6 VAt]-£i.: ..
NECESSARY FOR THE COMPLETE INSTALLATION OF THE UTILITIES_ ALL PIPES AND �� -� __.. `� - p
FITTINGS SHALL BE INSPECTED BY THE BUILDING INSPECTOR PRIOR TO BEING =� ¢_ $ m CB-7 -� 7+00 4vALLpy c c 766.5 ' u CR CS-3 , �6~ FicVEt� c;a� G ,+oo " Q
COVERED. �J \Y 5�� 559:51 47 W �
RE 5 � y f - 10' UTILITY EA 70 -, y ,� R �'`'~' - `� C s0
CH = 169.96'_ - - s urNr za 2+00 r� r- � vt � i /�
FL- � � - -�- - �- 15 3pE SETBAtlC' ,.+$if,�ir x p 9� b+a0 ! CB-5 T7B R a �^r'�� l'^- Pt � I� wL
4. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR �� � Raw _.I< = 675.00'- jj�I Q veac 00 -� c a� c �l � ?
�_- i Ln • - J. 7 - . L3 - &T5 R - ,•_6' RSVIYSE. ,.� �---- 5 �I m Ic
mLOCAL STANDARDS IMPOSED BY THE CITY OF KING PUBLIC WORKS DEPARTMENT AS - � [-�! ^ +� - s+p0c1 4+00 37. R
�/ % - - 1A = S I 1p' SIGHT E51T___,�_
R I�R, ^-!- I� Q BaC Ca Boc r4l 6 _ � N
APPLICABLE. i r a I ( � GL X �1�- - /W ce-s 1 N
1 r j1. y
5. ALL WATER LINES SHALL HAVE A MINIMUM COVER OF 36" ABOVE TOP OF PIPE. - , 14 � - �}0 rI�-• aliloy � Gnus y~ ~~ � -�� � R ce-; - -I � w � ! � .- 1,1
j [f !•J 10 E, _rArENT ,•r �� - - _ \, - R I,u \ ` { i �
6. CONTRACTOR SHALL ADJUST LOCATION OF PROPOSED WATER LINES AS REQUIRED / ) I �� 4 r � - � - -r I --_ M\ I Ik
TO AVOID CONFLICTS WITH STORM SEWER AND OTHER UTILITIES. / t � r I �A- A _ -� - - - r. - pSTONE pR�� \ I 30. p' 1 } �- "'-
x z w ` _ _ - - - EASi?IfNT� �E R VARIES) I
,p' llzi
7. VERIFY ALL ILLUSTRATED UTILITY CROSSINGS PRIOR TO CONSTRUCTION AND NOTIFY =f/ / {' - '' ^ "- - - - - - - - --- - J ' zg'tron l '
ENGINEER IF CONFLICTS ARE ENCOUNTERED. / 'o `o 34D.9S' �- 555'49'43'W 13) 4' Sc. 4o "I f.l
me
8. PIPE BEDDING SHALL BE IN ACCORDANCE WITH THE PIPE MANUFACTURER'S - I N 1�I _ _ 37p.g5' Total EXTENDSLEEVE3' BEHIND I 1
RECOMMENDATIONS OR CITY OF KING PUBLIC WORKS STANDARD SPECIFICATIONS, o 0 1 eACI( DF cu,tg I I
WHICHEVER THE MORE STRINGENT CONDITION. !J. '/ 1 ry to o o Iran AND/OR s10EwALx
_ m g 4 ,-s'xs xs HYa j I
9. CONTRACTOR SHALL COORDINATE ALL NEW UTILITY TAP LOCATIONS WITH THE / ../ X I ,_6• GATE VALVE COMMON OPEN SPACE 1 I li
APPROPRIATE UTILITY COMPANY. FEES SHALL BE THE RESPONSIBILITY OF THE _ / j ,-rH AssE,+eLY /'. C.7 I-e'x8• TES I- I
GENERAL CONTRACTOR. &/ 7 2--8• GATE VA4L 1 Y_e- PLUG I I l I
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10. THRUST BLOCKS ARE REQUIRED AT EACH TEE, BLOWOFF AND ELBOW. Ll+/ .� Oj f � '-`4 __- � . ry O I __ ' I �`
11. WAFER LINES AND SERVICES SHALL BE AT LEAST 18" ABOVE SANITARY SEWER % s// �!� 7� ':' ^ I -
! = - Q' S9,H NO- 18 s s _ s- saR- /15 a I {
LINES AND SEWER LINES AND SERVICES SHALL 8E AT LEAST 18" BELOW WATER l O rr t 4 a...:. }
_ _, STA: r+83.33 4 flfA yyL �-14 !s1- FIE . - _ / o ` I en O I I
LINES. IF THIS 15 NOT POSSIBLE, BOTH LINES SHALL BE OF FERROUS MATERIAL I0' . = +' o/s: lEi50' R /- I
EITHER SIDE OF THE CROSSING. / �� �" a / u1 !�r : O / / , I w ` I i �I
.� / $ 4 ,5 '* (sov SET pR / / � f
12. SEWER LINES SHALL BE LAID AT LEAST 10' HORIZONTALLY FROM ANY EXISTING _ / / O� © f tie 3 s' UBj.j(��/`� �� z+op `ti / /� m } � 1, � 4
OR PROPOSED WATER LINE. WHERE 10' CANNOT BE MAINTAINED, AND AS APPROVED �?
�R-35 a,vc \ / ,a1. *, } IEI 1
BY THE ENGINEER, THE WATER L€NE SHALL BE IN A SEPARATE TRENCH OR ON AN f /� / X R/w `>, / /id °sE1 # 1 ii
UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AT AN T P r� // `s� �y s `� X L �' \ / ._1 / 1 i
ELEVATION SO THE BOTTOM OF THE WATER MAIN IS AT LEAST 18" ABOVE THE 0 / j arc A ~ SM ~ '� / I I i
,{� SSMH N0. 12 ~
OF THE SEWER- - £' 1 % STA 0+%77 1p'rirpa'T -- Q, >� 1 / I I
// '� /x ,��/ a/s 1a50 R Ui,L TY_ _ x 70 '' y'�' I
13. SANrfARY SEWER SHORT --SIDE SERVICE SHALL BE SCHEDULED / _`.� k� 1 ° �' O
4" PVC ® 1.04% MINIMUM GRADE IN ACCORDANCE WITH CITY -r^ - / 46 6�l vf�vV / STA_A_ z+tars \ � ` 7 NOW Or Formerly i �I
KING STANDARDS AND SPECIFICATIONS. CAST IRON CLEANOUT - - �/ / 1k a- f% 0/s k85O R \ \ty 1 :,t I PI No. 690218415426 ;� l I
TO BE LOCATED AT PROPOSED RIGHT -OF --WAY. ^ //-/ �4- //• \_ I A WFU Health Sciences
/ • rev = � / - ! Q , I � P.B. 5, Pg. 453
14. SANITARY SEWER LONG -SIDE SERVICE SHALL BE 4" CAST IRON /
CAD 1.04% MINIMUM GRADE IN ACCORDANCE WITH CITY --10 Jr- /n,8 ` /_ �� f S O 11 D.B. 490, Pg. 1721 1 4
KING STANDARDS AND SPECIFICATIONS. CAST IRON CLEANOUT _l @4 j I
TO t3E LOCATED AT PROPOSED RIGHT OF -WAY. _ ` [�-�'; Y / l
/ - ._ pR _ SSAH N0. 10 STA:
WATER SERVICES SHALL BE TYPE "K" SOFT COPPER IN ACCORDANCE w / Ftisq, ` / s+,a7o o/s: I 1 /
15. �. X / W ,asa R
ITH CITY OF KING STANDARDS. // . `.` ` ' / Q n..f [ "'X l PT = 3+sz.aa II �/ /
16. PROPOSED 6" DIAMETER WATER LINES SHALL BE SDR-21 PVC EXCEPT / 1/ ;:.1 1 � / j /
UNDER ASPHALT PAVEMENT AND CURB, WHERE DUCTILE IRON PIPE SHALL BE 3:,,; / o, xi:t Lr I y
SUBSTITUDED. _ 1
/ 4 N I I
/ �¢ �` / m I
17. PROPOSED 8" DIAMETER SANITARY SEWER LINES SHALL BE SDR-35 PVC / SSMH N0. 15 / 3 � ., 'I' 0 w O I r /'
ACCORDING TO THE CITY OF KING STANDARDS. / STA. 3i-7a.DC -_N I X R w /
fa5a, R i, /., go I o.1 r-- I /j
. Fr Q � ,:,.. COMMON OPEN SPACE 1 I 4 Li u �- UE -
SITE NOTES . r = . p I t I I . /� �- UE - - U� _ _
1. CARE SHALL BE TAKEN TO PREVENT DAMAGE TO EXISTING UTILn1ES DURING CONSTRUCTION _ /_ ( / 2 I- ;. I J 5S -� -- - - -IS I- � � - DE -
ANY DAMAGE TO THESE UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE :.- f �; a p ©O I S�E' / �/ UE UE f_ E �- UE --
2. ASPHALT/CONCRETE PAVEMENT THICKNESS SHALL BE NCDOT MIN. CONST STDS. _ t J /-A @ G I o l � I 1§1
3- THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED KNOWN/ // I I
J SEIJH NO. 14 l _ g 1 / / / /
UNDERGROUND ELEMENTS. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR - [ s<A �20 t-e'xe'xa' Hm Tom ' k X Z `ry
EXERCISING REASONABLE EFFORT TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS _t a lase' R t-s• GaTE VALVE rr+T r 1 T " ` R l J `)
L7-n1 AS$5fflLY 20, DRAi`AGE�EA �� �� DI-7D 4f _ ,` 1 I / /
THE CONTRACTOR SHALL NO THE DEVELOPER IMMEDIATELY IF UNKNOWN ELEMENTS ARE 8 1-8' Pwc f <s.< i' / / �i.
DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE ILLUSTRATED DESIGN- 4 _ I I - J O I
/ J i �� o
4. PROTECT ALL ADJACENT PROPERTIES THE GENERAL PUBLIC AND ALL OTHER FACILITIES I ¢ I~p1-21 r r �" 2f 1 I 'f3 R."+ron Ns4T3"� -� Zg5.94' �` f J N53'S8 53'l; ?
SHOULD DAMAGES OCCUR, CONTRACTOR SHALL REPAIR IMMEDIATELY AS DIRECTED BY THE - _ Q r.: % _._ �^ ` 11 r'{'' L Ch. Rad. 1100.0 ,% /_ 136 S7' Ch.
DEVELOPER. CONTRACTOR !S FINANCIALLY RESPONSIBLE FOR ALL REPAIRS, AND REPAIRS ;ti.-.:, %J // r-�-" a - 90 IX o �o REAR srTBAcx ice, Rod 1100.0'
ARE TO BE PERFORMED TO THE DEVELOPER'S APPROVAL. _
5. UTILIZE SIGNS, BARRICADES, FLAGMEN, OR GUARDS AS REQUIRED TO ENSURE THE SAFETY (]I" - '" .' +R ' A � I n ""- ------Cn
_ `�/�/ (ACIL
PEDESTRIAN TRAFFIC DURING ALL CONSTRUCTION ACTIVITIES. - = " .:� I I 1. - 7 F. �
ALL VEHICULARAND ED 11 j .� / / / I
i/ J
41 I `:' /
6. THE CONTRACTOR SHALL 8E RESPONSIBLE FOR LAYOUT OF ALL WORK AS ILLUSTRATED ON- t 1// F,�3{// I 12 le - - /r P
PLANS- IF EXISTING CONDITIONS DIFFER FROM THOSE ILLUSTRATED ON PLANS, NOTIFY THE -_. -�� I "' " �/f � ® Q ��/ �' / - � - % / 1 , � 4 �
ENGINEER PRIOR TO CONSTRUCTION. �9 ` / ssll Ha. a �Ej ' _ -
/ / !/ ''� i
1 C1 '. STA: 6+e7.79 / . A . f - /
7. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM Ta - - % SSTIH Na. 13 I V o/s ,a50 R + ti/ e /x ry lc 1 - / - / . )
J
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. = [ oJ�
ys rasa R ` t SSUH NO. 7 Az I--, / �' �" �`
O STA; 9+13.19 _ � _ / •` SS-,-s0 _ �W.
�} /
8. ALL DIMENSIONS AND RADIUS LENGTHS ARE TO THE BACK OF CURB, EDGE OF PAVEMENT QR _ _ = Z l o/s sasa' R r r - a_ // G� f - ? / / J�
FACE OF BUILDING UNLESS SHOWN OTHERWISE. = -1 -^ :- t - -A / / , - , �`�- f ry ti; %j/
_ a - - x / 0,_,9 J r
9. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE STATE OF NORTH CAROLINA, CITY QF ( '"a © °° '. °� X
f "? f
KING. AND STOKES COUNTY. t?j ; ;; ® �1- 1<+, _ ` es$ S.11 S / /� -- - a�/f y� J�
10. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED IMMEDIATELY TO THE ATTENTI - '' 2-6 VALLEY c ac c 7+op /
OF THE ENGINEER PRIOR TO PROCEEDING WITH WORK. x� 1 . a SSt�H N0. a 't` r. `" se a y+ -24 L13 ° �-'`i X/ '� J4'/�� J� Ln acP°
11. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE
es .. , `4 / ,,5 Jk,
�' n 0/s ,aso' R , =' %20 e 1 i
FOR VERIFING THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM � Vt © *, Dp -s' SDR-21 PVC +14 �' f.'. ./ /��
REGULATORY AUT3IORITIES.= k 9 .x� 4 4 coN _ y,y its
cv` _ _ _
12. THE CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLf k 3 ¢ GAS- 7C '". // A �� Jul
X %
SHALL BE PROTECTED FROM INJURY. fry` �i ---- ,9 rRorrr s��ac n -- - / 4' � /
,�,,:r� 7�`1 r. 4 r}TILrIY EASE,JENT SCORECONCRETE DRIVES - IIr /' -
i
13. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND 1n_sT } , r0 MATCH sOEwA,x f
.
RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. _ _ _e. 1-6'xe-xe• HrD T>E irJ _ e - �, �� r f ��ys
34. ASPHALT CONCRETE PAVEMENT THICKNESS SHALL BE NCDDT MIN. CONST SIDS -''ay d r } u % `�� 5511H Na. 4 1-e' GATE vAiVE O / / t�"
/ - r,P4-- - vp� _�,. �'D STA: 2+4l.95 1-FH ASSFjABLY / _
-' NOW or Formerly
1 - ,-V PLUG 16 Yi / JF °� Y
15. ALL CONCRETE SHALL BE CLASS A 3600 PSI AND REINFORCED WITH 6X6X10/10 _ �" l �� i �. "• X 20' pRASNAr Q a I `V SS�,� PI No. 59021846783
i 38 _aT 18
wwM. THICKNESS SHALL BE FOUR (4) INCHES UNLESS OTHERWISE NOTED._ jai ' "1. +� o� \ \ -�.� p� 4r� Q / /.-- Shugart Management, Inc
16. EXISTING CURB AND ASPHALT PAVEMENT SHALL BE SAWCUT. - Zi / g
Z$ti _.t % .6 �� _r- % \ Sp�CE � - . £, � Family Homes, LLC
17. CONCRETE JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT r 1i " E+%k -� `"" 1t S'�s� // "r t'y`` D.B. 577, P OiO
SHOWING EDGES OF JOINTING TOOL. -- M� 1 pvc \ \\ 4A s` �l` �4 s1o''i �f : Existing Sanitaryg
LINE TABLE • . - t 1 ° `� $ °� Y- � \\ .� 1' / Rim Elev. 1032.56 1 - to 1.
- iy- t $ t �' tj� y5 ' :..}E ny. Shelfnh1026.64 Q 1D N
LINE i I
BEARING
LENGTH (FT)
Ll
S 54'55'35" W
30.20
L2
S 54'55'35" W
272,36
L3
S 54'55'35" W
41.01
L4
S 67'16'50" W
265.09
L5
S 67*16'50" W
34.19
L6
N 22'43'10" W
153.10
L7
S 06'49'47" E
176-90
L8
S 38'14'48" E
23.51
L9
S 38*14'48" E
130.95
L10
N 51'45'12" E
35.00
L11
N 67-16'50" E
192-39
L12
S 32'13'20" E
168.01
L13
1 S 57'43'17" IN
1 289.69
CURVE TABLE
CURVE
ARC
LENGTH
(FT)
RADIUS
(FT)
CHORD
BEARING
CHORD
LENGTH
(FT)
C1
1 215.62
100D.00
S 61'06'12" W
215-20
C2
7-05
700,00
S 66'59'31" W
7.05
C3
54.94
1150.05
N 33'25'55" W
54.93
C4
31.98
225.00
S 18'38'53" E
31.95
C5
30.42
225,00
S 10'42'12" E
30.40
C6
192.32
350.00
S 22'34'17" E
189.91
C7
1 140.49
100.00
S 7278'15" E
129.22
C$
1 156.98
1 100.00
S. 12-44'58" W
141.35
LEGEND
SANITARY SEWER EASEMENT
0
STORM DRAINAGE EASEMENT
NEW ASPHALT
1 I �%� 1 'V• . a Ir \ o \\ E , ' 3; !�- /
1 Inv. C L 1026.11 Cn v
1 y SSMH N9. 5 V. Ln
\ \ r�4. / \ 1�]$' r {} O
1 STA. 7+29.19 t'- ,;�,v ) �, �� -�/
0/S 1&5C R \ \\ryep4/ / JjQE• y os / a s c0
1 \ J rTi / / N
f ,•
1 \ / . I : ;- 1-6'X6•Xe' HYD TEE ao\ s,\\ , / _ C � - Nis .
t-B' GATE VALVE / - 'j•4s /'
I T-FH ASSEMBLY `1�\ �- \ � . - U� ss ilE Approved Stormwater Permit Documents
1 Q . I (RESTRAINED) y. ., f / I/ OOnstrvc1lio 1 fn accordance With these documents is
1 , '-"• PLUG \ f 0- , 0� required by the stun»water permit. North Carolina
1 / \. \ � // rules requite that the stormwater system des€gner
1 . I / �'C �, \_ X • �I J1 Inspect during Construction; certify Conformity with the
01 \ sr<- I . I .' \ \:�. , / plans and spats; and certify compliance with the
Q Q ,�,- �, r \. � , stonrtwater rtlEes. (15A NCAC 2H .1008 (j)) .
y 1 1 I /� � \ E dj 0� Existing Sanitary 1
t% >1 5, l / �' \ \ J / Permit # 5►v i z✓ t : `c
'i��A $ i �' � / R meEle, 1u26.74 �'�
1 b I / Dxle�15)-e
!\ ;� p ! / \ // _ rI_ - - NC L71vl�lrjtl nr wiw
\. � I I i;: / / 2$ \ \• Z_ / i f Inv. Shelf: 1021.40 Shdks 1� .. _Ii vlelelR I7ete
\ % 1 , I �/ / I��/ \ �� SS .11 �� Inv. c/L 1Dzo.s9 -- . _ -
` , l •.'• r r . .' - / �µF`Y ��� - , \ / 10' FRONT SETBACK;,'" 70' FROM SET6A -
1 \ 1 I l r .r r •r, r / � / �� & UTILITY EASEMENT :': .� /w & UTILITY EASEMENT _. /w^
1 i r _ �k p '� 11g / 4 CONC- DDEWA J<
Io � �rr '�7r d / �c \5�
`` r / SSNH NI 1
( \ 1 103
, r ' �a 5 �� f' / / / / STA: 0+00.00 U U
\ = U X U
r/ / • � / a' CONC. SIDEWALK
A \t� a �'/ - , / / 1 T - H/w T - R/w
1 . . - - I I l r !� // i '� \3 ! 0� G � & L1'nUTYTEASE ENT &OUTI€17Y-EASEI.IENT
Ci
. / / \Y� 41 `' 0 TYPICAL TOWNHOME LAYOUT
_^,` I. �- y / ��ry� % / ��/ `�� �� �'PO �� �� Now or Formers NOT TO SCALE
] /�/ / % // • ��Z���� J� P �� '� 5�� PI No. 69021846783
/ / , �20 Q\D P�' �. Shugart Management, Inc
�oR�Bav i / - LLC GRAPHIC SCALE
I � � � \�,Z" \E �� , �. Family Homes,
,: > .h.. .11 # / / � / � �� / � 2f D.B. 577, Pg. 1080
f s +�4. / / 0 t% ''I" v� 40 0 2O 40 E8 160
i j I .IV,
i rtI i - - -/ e / , •.�j�`` 0 BEFORE YOU DIG I
1..y - -'7 / Y' / �� ss� JE N.C. %Nmiillm - - I ONE -CALL 3 CENTER
I{ ' / Existing Sanitary IN 1<'M ) IT'S THE LAW I
I I / � / Sewer Monhole: s
��-Rim Elov 1022.45 ), ]�1Cr1 c 4� ft.
POND // / / -e, Inv. Shelf; 1016.97
1. l v -- -1 / . 1 // Inv. C/L: 1016.41
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r7c,
BMP ELEMENT
POTENTIAL PROBLEMS:
HOW TO REMEDIATE THE PROBLEM:
THE ENTIRE FILTER STRIP
TRASH/DEBRIS IS PRESENT
REMOVE THE TRASH/DEBRIS
SYSTEM
THE FLOW SPUTTER DEVICE
THE FLOW SPUTTER DEVICE IS
UNCLOG THE CONVEYANCE AND DISPOSE
CLOGGED.
OF ANY SEDIMENT OFF —SITE,
THE FLOW SPUTTER DEVICE IS
MAKE ANY NECESSARY REPAIRS OR
DAMAGED
REPLACE IF DAMAGE IS TOO LARGE FOR
REAPAIR.
THE SWALE AND THE LEVEL
UP
THE SWALE IS CLOGGED WITH
SEDIMENT
REMOVE THE SEDIMENT AND DISPOSE
OF IT OFF SITE.
THE LEVEL LIP 15 CRACKED,
REPAIR OR REPLACE LIP
SETTLED, UNDERCUT, ERODED OR
OTHERWISE DAMAGED
THERE IS EROSION AROUND THE
REGRADE THE SOIL TO CREATE A BERM
END OF THE LEVEL SPREADER THAT
THAT IS HIGHER THAN THE LEVEL LIP,AND
SHOWS STORMWATER HAS
BYPASSED IT.
THE PLANT A GROUND COVER AND
WATER UNTIL IT IS ESTABLISHED. PROVIDE
LIME AND A ONE—TIME FERTILIZER.
APPLICATION.
TREES OF SCHRUBS HAVE BEGUN
REMOVE THEM.
TO GROW ON THE SWALE OR JUST
DOWNSLOPE OF THE LEVEL LIP
THE BYPASS CHANNEL
AREAS OF BARE SOIL AND/OR
REGRADE THE SOIL IF NECESSARY TO
EROSIVE GULLIES HAVE FORMED.
REMOVE THE GULLY, AND THEN
REESTABLISH PROPER EROSION CONTROL
TURF REINFORCEMENT IS
DAMAGED OR RIPRAP IS ROLLING
DOWNHILL
STUDY THE SITE TO SEE IF A LARGER
BYPASS CHANNEL IS NEEDED. ENLARGE
IF NECESSARY. AFTER THIS, REESTABLISH
THE EROSION CONTROL MATERIAL
THE FILTER STRIP
GRASS IS TOO SHORT OR TOO LONG
MAINTAIN GRASS AT A HEIGHT OF
APPROXIMATELY THREE TO SIX INCHES
AREAS OF BARE SOIL AND/OR
REGRADE THE SOIL IF NECESSARY TO
EROSIVE GULLIES HAVE FORMED.
REMOVE THE GULLY, AND THEN PLANT A
GROUND COVER AND WATER UNTIL IT IS
ESTABLISHED. PROVIDE LIME AND A ONE
TIME FERTILIZER APPLICATION.
SEDIMENT IS BUILDING UP ON
REMOVE THE SEDIMENT AND
THE FILTER STRIP
RESTABILIZE THE SOIL WITH VEGETATION
IF NECESSARY. PROVIDE LIME AND A ONE
TIME FERTILIZER APPLICATION
PLANTS ARE DESICCATED
PROVIDE ADDITIONAL IRRIGATION AND
FERTILIZER AS NEEDED.
THE FILTER STRIP
GRASS IS TOO SHORT OR TOO LONG
MAINTAIN GRASS AT A HEIGHT OF
APPROXIMATELY THREE TO SIX INCHES
AREAS OF BARE SOIL AND/OR
REGRADE THE SOIL IF NECESSARY TO
EROSIVE GULLIES HAVE FORMED.
REMOVE THE GULLY, AND THEN PLANT A
GROUND COVER AND WATER UNTIL IT IS
ESTABLISHED. PROVIDE LIME AND A ONE
TIME FERTILIZER APPLICATION.
SEDIMENT IS BUILDING UP ON
REMOVE THE SEDIMENT AND
THE FILTER STRIP
RESTABILIZE THE SOIL WITH VEGETATION
IF NECESSARY. PROVIDE LIME AND A ONE
TIME FERTILIZER APPLICATION
PLANTS ARE DESICCATED
PROVIDE ADDITIONAL IRRIGATION AND
FERTILIZER AS NEEDED.
PLANTS ARE DEAD, DISEASED OR
DETERMINE THE SOURCE OF THE
DYING
PROBLEM: SOILS, HYDROLOGY, DISEASE,
ETC, REMEDY THE PROBLEM AND
REPLACE PLANTS. PROVIDE A ONE—TIME
FERTILIZER APPLICATION,
NUISANCE VEGETATION IS
REMOVE VEGETATION BY HAND IF
CHOKING OUT DESIRABLE SPECIES.
POSSIBLE. IF PESTICIDE IS USED, DO NOT
ALLOW IT TO GET INTO THE RECEIVING
WATER.
THE RECEIVING WATER
EROSION OR OTHER SIGNS OF
CONTACT THE NC DIVISION OF WATER
DAMAGE HAVE OCCURED AT THE
QUALITY LOCAL REGIONAL OFFICE, OR THE
OUTLET.
401 OVERSIGHT UNIT AT 919-733-1786
.10
4
f
Channel
Surf.
Total
Runoff
Rainfall
Total
Channel
Channel
Normal Depth
Velocity
Permissible
Calculated
Safety
Remarks
Staple
Channel Armor recarnmendations
Id.
Area
Area
Coeff.
Intensity
Flow
Slope
Width
(9) n=0.02
Shear
Shear
Factor
Pattern
Note: install check dams during construction
(Ac)
-acres)
C'
1-10
Oi (cfs)
(ft/ft)
(ft)
(ft)
(ft/see)
(psf)
(psf)
to reduce erosion, see plan.
1
WET PC`.--? 100 YR DISCHARGE
1 29.7
1 .0100
1 6.0
1 0.93
1 3.64
1 2.50
0.58
4.32
STABLE
E
Perm: SC250
*A CONSERVATI'vE V_JE FOR THE RUNOFF COEFFECIENT WAS USED FOR CHANNEL CALCULATIONS DUE TO THEIR INHERENT INSTABILITY.
LEVEL SPREADER CONSTRUCTION NOTES
1. GROUND CONTOURS SHOULD BE PARALLEL TO THE LEVEL SPREADER LIP.
II. THE RECEIVING AREA BELOW THE LEVEL SPREADER SHALL BE PROTECTED FROM SEDIMENT DURING CONSTRUCTION.
ill. A TEMPORARY DIVERSION DITCH SHALL BE INSTALLED TO DIVERT THE FLOW FROM THE LEVEL SPREADER TO
BYPASS FLOW DITCH UNTIL THE VEGETATED FILTER IS FULLY STABALIZED.
IV. LEVEL SPREADERS SHOULD BLEND SMOOTHLY INTO THE DOWNSTREAM RECEIVING AREA WITHOUT ANY ABRUPT DROPS OR
IRREGULARITIES TO AVOID CHANNELIZATION AND/OR TURBULENCE.
V. LEVEL SPREADERS SHOULD BE CONSTRUCTED ON UNDISTURBED SOIL WHERE POSSIBLE. IF THE USE OF FILL IS UNAVOIDABLE
IT SHALL BE CONSTRUCTED ON MATERIAL COMPACTED TO 957, OF STANDARD PROCTOR TEST LEVELS PRIOR TO SEEDING FOR
THAT AREA NOT CONSIDERED THE SEEDBED.
VI. THE VEGETATED FILTER SHOULD BE STABLE PRIOR TO THE CONSTRUCTION OF THE LEVEL SPREADER,
THE VEGETATED FILTER SHOULD HAVE SUITABLE TOPOGRAPHY TO PREVENT UNDUE FLOW CONCENTRATION
BEFORE ENTERING A STABLE WATERCOURSE. IF THE RECEIVING AREA IS NOT PRESENTLY STABLE, THEN
i DEPTH „!
3
�1
3
WIDTH -- CHANNEL LINER
SC250
1 DITCH SCHEDULE TYPICAL _CHANNEL SECTION
NOT TO SCALE
40' CONCRETE Approved Stormwater Permit Documents
LEVEL SPREADER Construction in accordance with these documents is
required by the stormwater permit. North Carolina
3. 0' rules require that the stormwater system designer
Inspect during construction: certify conformity with the
8 DIP DRAIN FROM SMp plans and spats; and ceMity compliance with the
0.40' NV. EL 308.10' stormwater rules. (15A NCAC 2H 1008 (j) )
#57 VaASHED STONE
40, X Y permit # ` C 6C+j 6/
�' VEGETATEp FILTER STRIP bYr. r _ NC Division of Wtit4r Q �11�ty
1 1.0' 1 FILTER FA$RIC' Wheel # T — Havialoil Date a
.. --
E — 1007.10' If 2.0' N0. 4 REBAR 1.C9, SLOPE
,..
1.5' ON CENTER
2 Q° NO, 4 REBAR GRAPHIC SCALE
0 1.0'
�. 20 0 10 20 40 so
PERFORATED `
UNDERDRAIN OL No
THE RECEIVING FILTER MAY NEED TO BE STABALIZED PRIOR TH THE LEVEL SPREADER CONSTRUCTION. SEE PLANS FOR
LEVEL SPREADER 3uTLET LOCATION 1.5'
2 NOT TO SCALE vV EL - 1005.25'
( IN FEET )
1 inch = 20 ft-
�t,1111 1 rrr
/,I
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TYPICAL VEGETATED
SHELF PLANTINGS
SCALE: 1"=5'
W W = 1uuc).0
BOTTOM OF PO
oo
/ W1' O�J I4 O r 1 ,. a a . ,I, a', r}• 'J ;' .'I ,• a+ ' -
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INDICATES VEGETATED
SHELF PLANTING AREA
TERRA GUARD
46P MATTING
LANDSCAPE LEGEND
Herbaceous Plantings
Code
Botanical Name
Common Name
Qty
Container
Mature Height
Spacing
Comments
JPW
E=upatorium Maculatum
Joe Pye Weed
17
4"
6-8 ft
4-6 ft
Min. container is 4", if only available in smaller size
need to increase quantity planted
SED
Carex spp.
Sedges
' 17
4"
6-12 in
15-18 in
Min. container is 4", if only available in smaller size
need to increase quantity planted
CF
Lobelia Cardinalis
Cardinal Flower
17
4"
2-3 ft
12-18 in
Min. container is 4", if only available in smaller size
need to increase quantity planted
SS
Helianthus Angustifolius
Swamp Sunflower
;17
4"
6-8 ft
9-12 in
Min. container is 4", if only available in smaller size
need to increase quantity planted
Emergent Plantings
Code
Botanical Name
Common Name
Qty
Container
Mature Height
Spacing
Comments
AA
Peltandra Virginica
Arrow Arum
17
4"
2-3 ft
18-24 in
Min, container is 4", if only available in smaller size
need to increase quantity planted
DP
Sagittaria Latifolia
Duck Potato
j
117
4"
18-24 in
9-12 in
Min. container is 4", if only available in smaller size
I
need to increase quantity planted
Planting Calculations
20 plantings1200 sq.ft. = 7014 sq.ft.1200 sq.ft. = 35.07 x 20 = 701.4 plantings required
Plantings provided = 702
GENERAL LANDSCAPE NOTES:
1. CONTACT GENERAL CONTRACTOR PRIOR TO SUBMITTING BID TO VERIFY ANY PHASING OF PLANTING AREAS.
2. FINE GRADE ALL GRi,5S AND PLANTING AREAS DISTURBED DURING CONSTRUCTION. REMOVE FROM SITE ALL
TEMPORARY SEEDING,STABILIZATION, STONES, GRAVEL AND ALL EXTRANEOUS DEBRIS INCLUDING ROOTS AND
LIMBS PRIOR TO SOCD'NG/SEEDING. WHEN FINE GRADING INSURE THAT POSITIVE DRAINAGE IS OCCURRING.
3- TILL AND AMEND ALL PLANT BEDS AS REQUIRED IN SPEDFICATIONS. APPLY PRE -EMERGENCE HERBICIDES PER
MANUFACTUREF2' S SPECIFICATIONS IN ALL PLANT BEDS PRIOR TOANY PLANTING.
4. BRING TO THE ATTENTION OF THE CONTRACTOR ANY DEBRIS OR POOR SOILS REMAINING IN PLANTING AREAS
AFTER GENERAL CONSTRUCTION AND PRIOR TO PLANTING.
5. VERIFY ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANT MATERIALS- UTILITIES SHOWN ON
PLAN ARE FOR REFERENCE ONLY AND MY NOT BE ALL INCLUSIVE- SEE GENERAL CONTRACTOR FOR AS -BUILT
DRAWINGS FOR ALL UNDERGROUND UTILITIES.
6. INSURE ALL PANTS OF SAI`.1E VARIETY MATCH IN SHAPE AND SIZE WHERE THEY ARE TO BE INSTALLED iN GROUPS
OR ROWS
7. OBTAIN AUTHQRIZATION PR#OR TO ANY CHANGES F PLANT LOCATION DUE TO UTILITIES OR OTHER FACTORS.
8. PRIOR TO SEEDING VERIFY THAT ALL TRENCHING AND OTHER LAND DISTURBING ACTIVITIES WITHIN AREAS TO BE
SEEDED HAVE BEEN COMPLETED.
9, GENERAL CONTRACTOR TO PROVIDE A TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS FOR PLANT
SURVIVAVREPLAGEMENT.
GRAPHIC SCALE
20 B 10 20 40 so
( IN FEET )
1 inch = 20 ft
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BMP Release Rates & Elevations PERMANENT BMP - TEMP. RISER BASIN NO.1 POND REFERENCES: GENERAL MAINTENANCE AND OPERATION PROCEDURE5 FOR STORMWATER CONTROL STRUCTURES
1, REFER TO SECTIONS 5.64.1 AND 6.65.1 OF THE EROSION AND SEDIMENT I. MONTHLY, OR AFTER EVERY RUtiOFF PRODUCING RAINFALL EVENT, WHICHEVER COMES FIRST:
DIST. AREA = 16.24 AC RCP BARREL SIZE - 36
2 YR 10 YR 25 YR 5i) YR 100 YR IN CONTROL PLANTING AND DESIGN MANUAL ON SKIMMERS, SEDIMENT BASINS, AND BAFFLES. o. INSPECT THE CONCRETE RISER; REMOVE ACCUMULATED DEBRIS, REPAIR /REPLACE 1F IT IS
DRAINAGE AREA = 19.33 AC BASIN BOT. WIDTH = SEE PLANS FOR SKIMMER DESIGN AND REQUIREMENTS. NOT FUNCTIONING.
PRE DEV_ FLOW 3.24 cis 12.32 cis 19.22 cfs 25.52 cis 32.59 cfs REQUIRED STORAGE VOL, = 29,232.0 CF BASIN BOT. LENGTH = SEE PLANS b. INSPECT AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS.
POST DEV. FLOW 2.63 cis 9.67 cfs 18.12 cis 23.25 cis 29.73 cfs PROVIDED STORAGE VOL. = 91,589.50 CF WEIR LENGTH 40 FT 2. REFER TO SECTIONS THE NORTH CAROLINA DIVISION OF WATER QUALITY c. INSPECT THE POND'S SIDE SLOPES AND INLET SWALES; REMOVE TRASH, AND REPAIR\
STORMWATER BEST MANAGEMENT PRACTICES MANUAL, LAST REVISED SEPTEMBER 28, 2007 ERODED AREAS BEFORE THE NEXT RAINFALL EVENT.
FLOW DEPTH 1015.15ft 1015.43ft 1015.80ft 1016A5ft 1016.51 ft REQUIRED SURFACE AREA = 22,871.3 SF BOTTOM ELEV. - 1009.0 FT FOR BMP DESIGN AND CONSTRUCTION REQUIREMENTS_
PROVIDED SURFACD AREA - 26,102.5 SF SKIMMER ELEV. = 1015.5 FT II. QUARTERLY;
Data Block CONCRETE RISER NOTES
HEIGHT TO PRINCIPLE SPILLWAY = 5.75 FT TOP OF DAM = 1018.00 FT a. INSPECT THE COLLECTION SYSTEM (IE. CATCH BASINS, PIPING, GRASSED SWALES) FOR
HEIGHT TO EMERGENCY SPILLWAY = 7.5 FT SKIMMER BARREL DIA. = 5 IN PVC 1. ALL PIPIT CONNECTIONS ARE TO BE WATERTIGHT. PROPER FUNCTIONING. ACCUMULATED TRASH SHALL BE CLEARED FROM BASINS GRATES,
SKIMMER RISER BARREL BARREL D S Y H M Z L LB N TOTAL STORAGE HEIGHT = 575 FT SKIMMER SIZE = 6 IN 2. USE "0" RING GASKETS AT ALL FLANGE CONNECTIONS. BASIN BOTTOMS, AND I"°ING SHALL BE CHECKED FOR OBSRUCTIONS AND CLEARED AS
.
BASIN NO. DIMENSIONS DIAMETER SLOPE 3. STEPS ARE TO BE PLACED ON THE INSIDE AND OUTSIDE OF THE RISER BOX. REQUIRED,
TOTAL DAM HEIGHT = 9.0 FT SKIMMER ORIFICE SIZE = 2.5 IN RADII S 4. MANHOLE LID TO BE PLACED TO ONE SIDE OF CONCRETE SLAB b. POND INLET PIPES SHALL BE CHECKED FOR UNDERMINING. RIP -RAP OR OTHER ENERGY
1 6'X6' 36" 1.0% 2.0' 7.13' 10.0' 8.5' 5.3' 5.3' 40' 90' 4.3'
CONC. RISER SIZE = 6'X6' DRAIN TIME = 3.3 DAYS FOR ACCESSIBILITY TO STEPS. DISSIPATION STRUCTURES SHALL BE PLACED, AND BROKEN PIPES SHALL BE REPAIRED.
10' WIDE
TOP OF BASIN ELEV = 1018.00' Ill. SEMI-ANNUALLY:
---- ---"- - T a. ACCUMULATED SEDIMENT FROM THE BOTTOM OF THE OUTLET STRUCTURE SHALL BE REMOVED.
TOP OF 6' SLAB ELEV = 1016.DO' b. THE FOREBAY DEPTH SHALL BE CHECKED AT VARIOUS POINTS.
NOTE THAT THE 100 YEAR STORM EVENT FLOW IS COMPLETELY GRASS EMERGENCY SPILLWAY ELEV = 1016.50' (L) FOR LENGTH SPILLWAY c. GRASSED SWALES, INCLUDING THE VEGETATED FILTER IF APPLICABLE, SHALL BE RESEEDED
" CONTAINED WITHIN THE PRINCIPAL SPILLWAY. HOWEVER IF THE ORIFICES ___ _ -" -- EMERGENCY SPILLWAY TWICE A YEAR AS REQUIRED.
BECOME BLOCKED THE LARGER STORM EVENTS WILL EXIT THE POND TEMPORARY 6" SKIMMER 4MANHOLE LID W/ 5" DIA, ORIFICE BAR 0 6" ON CENTER �QQ� TERRA GUARD 46P MATTING
4 �`� IV. ANNUALLY:
BY THE EMERGENCY SPILLWAY AT A DEPTH LESS THAN 1016.50 , T o P of oPENING ELEv == 1o15-55 - ---6'x60' OPEN (TWO SIDES ONLY s
(_ ) a. THE POND DEPTH SHALL BE CHECKED AT VARIOUS POINTS. SEDIMENT REMOVAL SHALL OCCUR
LEAVING 1' OF FREEBOARD FROM THE TOP OF THE DAM. - PRINCIPAL sPILLwAY �orroM of OPENING ELEV = 1ois.Go' - WHEN THE DEPTH IS REDUCED TO 75% OF THE ORIGINAL DESIGN DEPTH OR 3', WHICHEVER
SEE SHEET C-6 IS GREATER. SEDIMENT MUST BE REMOVED TO AT LEAST THE ORIGINAL DESIGN DEPTH.
SEASON HIGH WATER TABLE 10' WIDE FOR BMP LANDSCAPE PLAN
IS L'_LOW THE ELEV. OF 1008 FT i �r 4 INCH LAYER V. GENERAL:
5E I RIP -RAP BAFFLE WATERTIGHT
SEE DETAIL THIS SHEET JOINT of TOPSOIL F a. MOWING OF THE SIDE SLOPES WILL BE ACCOMPLISHED ACCORDING TO THE SEASON. MAXIMUM
SC 3" Di A. ORIFICE INV ELEV. 1013.30' ON VEGETATED �� 3
PERMANENT WATER QUALITY POOL EL = 1013.30' yfQL (SEE DETENTION POND NOTE VIV.) SHELF yp 4Aq GRASS HEIGHT SHAD BE 6".
�-- --- ��- to cG S<o b. ALL COMPONENTS OF THE DETENTION POND SYSTEM WILL BE KEPT IN GOOD WORKING
H (rE�p 40 .s•a� TRASH PLATE --- ��oQE EL = 1013 3D' FL 1°13 ao s e��o AF ORDER. REPAIR OR REPLACEMENT COMPONENTS WILL MEET THE ORIGINAL DESIGN SPECIFICATIONS
_ SEDIMENT CLEAN OUT ELEV. O�AR1 4 p�C 6'x6' CONC. RISER 5 6� EL = 1012.80' 6'X6'Xt' CONCRETE °ya Q y AS PER THE APPROVED STORMWATER PLAN. IF PREVIOUSLY APPROVED COMPONENTS ARE
BMP VALVE KEY- Ta DETERMINED TO BE INEFFECTIVE, THE COMPONENT MUST BE REDESIGNED AND/OR REPLACED.
FOREBAY Rf, STANLESS STEEL STAPS WITH ANCHOR ANTI -"SEEP COLLAR /
CONTRACTOR SHALL INSURE THAT THE FLEOSE STEPS BOLT5 AT EACH JOINT CONNECTION, SEE DETAIL C
Z , CONNECTION OF THE SHEAR VALVE HOSE V-2" O.C. PER MANUFACTURES SPECIFICATIONS. �� 6'X5'X?' CONCRETE SCDpF RIP -RAP APRON
M N Sapp STAKE 0U� AND 36' RCP BARREL IS WATERTIGHT (TEidP) ANTI -SEEP COLLAR
ti F SEE DETAIL DESIGN FLOW = 31.00 CFS
CLEA
6" BOTTOM DRAIN & SHEAR GATE VALVE INV ELEV = 1009.00' 6" DIA. 1,INV. OUT- 10C9.0 ,
SWALE STOP MATERIAL DESIGN VELOCITY = 9.27 FT/S
PERM VENT SEDIMENT STORAGE ELEV. = 1009.00' PERMANENT SEDIMENT STORAGE ELEV. = 1009.00' .FILL Wf 3000 TO BE PLACE AROUND ENTIRE APRON LENGTH = 24'
BOTTOM OF BASIN ELEV = 1008.00' BOTTOM OF BASIN ELEV = 1008.00' P511 COOPCF TE.. LF OF 36• RCP BARREL CIRCUMFERENCE OF PIPE. �AONMUSIZE
STON� SIZE = 13.5"
SEE EROSION CONTROL Z5' (MiN) WATERTIGHT 1RiNG GASKET WATER 7IG0 1-00 9, APRON THICKNESS = 24"
III- I I- I I -III -I I- JOINT _ , 2" X 6" JOIf1TS
PLAN SHEETS FOR APRON WIDTH AT PIPE = 9'
2' CLAY LINER � :.� = . �- � :4'DOWELLS � '� APRON END WIQTH = 24'
BAFFLE (POROUS) SPACING FOR THE ENTER£ POND D ON CENTER o
RISER BASIN GENERAL NOTES
a
CONCRETE
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT. s 3" (MIN) FLARED END SECTION IF dW IS GREATER 1)IEN 8. PRO+ADE
THE POOL AREA SHALL BE CLEARED. #4 BAR @ 6- ON CENTER o�
CONCRETE RISER INVERT OUT: 1008.10 a GE-1HELE UNDERUNER OR a'(�aiN)
ED
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL UNDYING TO BE ON CUT-OFF B TRENCH, AND
COMPACTED
�7 wnsEIED STONE emocl{c.
LINDISTURBEO SOIL THEti ?3ACKFILLED AND COMPACTED 4 0,
AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL W P, LOW PERMEABILITY SOIL MATERIAL Os GRABS
BE COMPACTED BY TRAVERSING NTH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED `� �I I I I III C-I I �EI I
JImII-
THROUGH FILL SECTIONS UNLESS THERE IS NO OTHER VIABLE ALTERNATIVE. -! I �I I �I I I.^
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENS(ONS WHEN THE SEDIMENT HAS ACCUMULATED 40' 30'
TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUI FABLE AREA IN SUCH
A MANNER THAT IT WILL NOT ERODE.
SPECIFICATIONS FOR DETENTION POND BERMS
4.
THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
1. AREAS UNDER THE EMBANKMENT AND ANY STRUCTURAL WORKS SHALL BE CLEARED, GRUBBED. AND STRIPPED OF TOPSOIL,
5.
CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WAFER POLLUTION IS MINIMIZED.
ROOTS, OR OTHER OBJECTIONABLE MATERIAL, UNLESS OTHERWISE NOTED. TO FACILITATE CLEAN OUT AND RESTORATION,
THE f3ASIN AREA SHALL BE CLEARED OF ALL BRUSH AND EXCESS TREES.
6,
ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER.
II, THE SUITABILITY AND ACCEPTABILITY OF ALL FILL MATERIAL WILL 8E DETERMINED BY REGULAF PERIODIC SOIL NALYSIS
7.
IF SEDIMENT BASIN i5 !N USE 30 DAYS OR LONGER, EMBANKMENTS SHOULD BE SEEDED OR OTHERWISE PROPERLY STABILIZED.
AND COMPACTION TEST WHICH SHALL BE MADE BY THE OWNER'S GEOTECHNICAL ENGINEER. -EST FOR SOIL ANALYSIS,
8.
STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE
MOISTURE CONTENT, AND COMPACTION ARE TO BE CONDUCTED IN ACCORDANCE WITH THE LATEST ASTM STANDARDS.
PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE
COMPACTION SHALL NOT BE LESS THAN 98% OF THE MAXIMUM DENSITY FOR THE GIVEN EMBANKMENT MATERIAL AS
FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
DETERMINED BY ASTM D-698.
9,
REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER DENUDED ACRE. RECOMMENDED STORAGE IS 1800 CUBIC
III. THE FILL SHALL BE CONSTRUCTED IN 6" LIFTS AND SHALL BE CONTINUOUS OVER THE ENTIRE LENGTH OF THE FILL SO
FEET OF STORAGE PER ACRE OF DRAINAGE AREA.
THAT SMOOTH HORIZONTAL PLANES ARE NOT BUILT INTO THE FILL STRUCTURE. SMOOTH HORiZONTAL PLANES SHALL BE
AVOIDED BY SCARIFYING OR THE USE OF SHEEPSFOpT ROLLERS.
1O.
THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
11.
WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING- BAFFLES
IV. THE EMBANKMENT SHALL BE CONSTRUCTED TO A MINIMUM ELEVATION 5% HIGHER THAN THE DESIGN HEIGHT TO ALLOW FOR
SHOULD BE PROVIDED IN THE BASIN WHERE THE LENGTH IS LESS THAN TWICE THE WIDTH.
SETTLEMENT WHEN MECHANICAL COMPACTORS ARE USED.
12.
CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN_ THE STAKES SHALL BE MARKED
V. IMPERVIOUS CORE FILL MATERIAL SHALL BE COMPACTED TO 100% MAX. DENSITY, IN ACCORDANCE WITH ASTM D-698.
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
VI. TO FACILITATE DETERMINATION OF MAINTENANCE CLEANOUT REQUIREMENT, PLACE A MARKER IN THE POND INDICATING THE
13,
SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
50% VOLUME LEVEL.
14•
FOR DESIGN OF SKIMMER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES
"EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL".
Mi. ALL. PIPE SECTIONS FOR THE POND SHALL BE REINFORCED CONCRETE OR DUCTILE IRON PIPE ,NLESS OTHER WISE NOTED.
ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN THE SEDIMENT VOLUME STORED REDUCES THE TOTAL BASIN STORAGE
V10. IMMEDIATLY UPON STABILIZATION OF THE SITE, THE POND SHALL BE RESTORED TO THE VOLUMES INDICATED ON THE
VOLUME TO ONE-HALF THE ORIGINAL CAPACITY, REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH
DETAIL. ENTIRE POND SHALL BE PERMANENTLY VEGETATED.
A MANNER THAT IT WILL NOT ERODE.
VIV. THE 3" DIAMETER ORIFICE SHALL BE PLUGGED UNTIL THE SITE HAS BEEN STABALIZED AND RE' _EASED BY THE NCDENR
15.
THE BASIN SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY_
INSPECTOR. ONCE APPROVED THE BASIN SHALL BE CONVERTED TO THE BMP AND THE PLUG REMOVED.
EMBANKMENTS SHALL BE SEEDED OR OTHERWISE STABILIZED IMMEDIATELY UPON COMPLETION.
BASIN DETAIL
16.
CLEAN OUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKE SHALL BE(D�_���DZSKIIVIMER
MARKED SHOWING THE HALF FULL, CLEAN OUT POINT, IN THE BASIN.
NOT TO SCALE 6.0'
17.
CUT" -OFF TRENCH SHALL EXTEND TO STABLE SOIL OR 4' DEPTH MINIMUM.
INSPECTION AND MAINTENANCE PROVISIONS FOR WET
DETENTION BASINS '
•4' 1.
BMP ELEMENT
POTENTIAL PROBLEMS:
HOW TO REMEDIATE THE PROBLEM:
THE ENTIRE BMP
TRASH/DEBRIS IS PRESENT
REMOVE THE TRASH/DEBRIS
THE PERIMETER OF THE WET
AREAS OF BARE SOIL AND/OR
REGRADE THE SOIL IF NECESSARY TO
DETENTION BASIN
EROSIVE GULLIES HAVE FORMED
REMOVE THE GULLY, AND THEN PLANT A
GROUND COVER AND WATER UNTIL IT IS
ESTABLISHED. PROVIDE LIME AND A
ONE-TIME FERTILIZER APPLICATION.
VEGETATION IS TOO SHORT OR TOO
MAINTAIN VEGETATION AT A HEIGHT OF
LONG,
APPROXIMATELY SIX INCHES_
THE INLET DEVICE: PIPE OR
THE PIPE IS CLOGGED.
UNCLOG THE PIPE. DISPOSE OF THE
SWALE
SEDIMENT OFF -SITE.
THE PIPE IS CRACKED OR
REPLACE THE PIPE.
OTHERWISE DAMAGED.
EROSION IS OCCURRING IS THE
REGRADE THE SWALE IF NECESSARY TO
SWALE.
SMOOTH IT OVER AND PROVIDE EROSION
CONTROL DEVICES SUCH AS REINFORCED
TURF MATTING OR RIPRAP TO AVOID
FUTURE PROBLEMS WITH EROSION.
THE FOREBAY
SEDIMENT HAS ACCUMULATED TO
SEARCH FOR THE SOURCE OF THE
A DEPTH GREATER THAT THE
SEDIMENT AND REMEDY THE PROBLEM IF
ORIGINAL DESIGN DEPTH FOR
POSSIBLE. REMOVE THE SEDIMENT AND
SEDIMENT STORAGE.
DISPOSE OF IT IN A LOCATION WHERE IT
WILL NOT CAUSE IMPACTS TO STREAMS
OR THE BMP.
EROSION HAS OCCURRED.
PROVIDE ADDITIONAL EROSION
PROTECTION SUCH AS REINFORCED TURF
MATTING OR RIPRAP IF NEEDED TO
PREVENT FUTURE EROSION PROBLEMS,
WEEDS ARE PRESENT.
REMOVE THE WEEDS, PREFERABLY BY
HAND. IF PESTICIDE IS USED, WIPE IT ON
THE PLANTS RATHER THAN SPRE,YING.
THE VEGETATED SHELF
BEST PROFESSIONAL PRACTICES
PRUNE ACCORDING TO BEST
SHOW THAT PRUNING IS NEEDED
PROFESSIONAL PRACTICES.
TO MAINTAIN OPTIMAL PLANT
HEALTH.
PLANTS ARE DEAD, DISEASED OR
DETERMINE THE SOURCE OF THE
DYING.
PROBLEM: SOILS, HYDROLOGY, DISEASE,
ETC. REMEDY THE PROBLEM AND
REPLACE PLANTS. PROVIDE A ONE-TIME
FERTILIZER APPLICATION TO ESTABLISH
THE GROUND COVER IF A SOIL TEST
INDICATES IT IS NECESSARY.
WEEDS ARE PRESENT.
REMOVE THE WEEDS, PREFERABLY BY
HAND. IF PESTICIDE IS USED, WIPE IT ON
THE PLANTS RATHER THAN SPRAYING.
BMP ELEMENT
POTENTIAL PROBLEMS:
HOW TO REMEDIATE THE PROBLEM:
THE MAIN TREATMENT AREA
SEDIMENT HAS ACCUMULATED TO
SEARCH FOR THESOURCE OF THE
A DEPTH GREATER THAN THE
SEDIMENT AND REMEDY THE PROBLEM IF
ORIGINAL DESIGN SEDIMENT
POSSIBLE. REMOVE THE SEDIMENT AND
STORAGE DEPTH.
DISPOSE OF IT IN A LOCATION WHERE IT
WILL NOT CAUSE IMPACTS TO STREAMS
OR THE BMP.
ALGAL GROWTH COVERS OVER
CONSULT A PROFESSIONAL TO REMOVE
50% OF THE AREA.
AND CONTROL THE ALGAL GROWTH,
CATTAILS, PHRAGMITES OR OTHER
REMOVE THE PLANTS BY WIPING THEM
INVASIVE PLANTS COVER 50% OF
WITH PESTICIDE (DO NOT SPRAY).
THE BASIN SURFACE.
THE EMBANKMENT
SHRUBS HAVE STARTED TO GROW
REMOVE SHRUBS IMMEDIATELY.
ON THE EMBANKMENT.
EVIDENCE OF MUSKRAT OR
USE TRAPS TO MOVE MUSKRATS AND
BEAVER ACTIVITY IS PRESENT.
CONSULT A PROFESSIONAL TO REMOVE
BEAVERS.
A TREE HAS STARTED TO GROW ON
CONSULT A DAM SAFETY SPECIALISTS
THE EMBANKMENT.
TO REMOVE THE TREE.
AN ANNUAL INSPECTION BY AN
MAKE NEEDED REPAIRS.
APPROPRIATE PROFESSIONAL
SHOWS THAT THE EMBANKMENT
NEEDS REPAIR.
THE OUTLET DEIVCE.
CLOGGING HAS OCCURRED.
CLEAN OUT THE OUTLET DEVICE.
OF THE SEDIMENT OFF -SITE.
THE OUTLET DEVICE IS DAMAGED.
REPAIR OR REPLACE THE OUTLET DEVICE.
THE RECEIVING EATER
EROSION OR OTHER SIGNS OF
CONTACT THE LOCAL NC DIVISION OF
DAMAGE HAVE OCCURRED AT THE
WATER QUALITY REGIONAL OFFICE, OR
OUTLET.
THE 401 OVERSIGHT UNIT AT
[phone].
SWALE STOP 4
MATERIAL
'+ 36" RCP
BARRELL 6.0'
:.. - .
t .
ANTI -SEEP COLLAR
H
6" (TYP)
I
6" BOTTOM DRAIN 3" DIA. ORIFICE
& SHEAR GATE VALVE W/ TRASH PLATE
6.0'
NOTES FOR COLLARS:
TOP OF OPENING ELEV = 1015.50' -r
PRINCIPAL SPILLWAY BOTTOM,
OF OPENING ELEV = 1015.00'
4' MIN. THICK REINFORCED CONCRETE
BAFFLE WALL GROUTED TO RISER
(BOTH ENDS), TOP OF WALL ELEV. 1014.00'
3" DIA. ORIFICE INV ELEV. 1013.30'
(SEE DETENTION POND NOTE VIV.)
1. ALL MATERIALS TO BE IN ACCORDANCE WITH
CONSTRUCTION AND CONSTRUCTION MATERIAL
SPECIFICATIONS.
Z BACKFILL MUST BE PLACE AROUND 30" RCP BARREL PRIOR
TO THE INSTALLATION OF CONCRETE COLLARS.
BACKFILL MATERIAL MUST 13E OF SUITABLE TYPE AND
COMPACTED TO 98% STANDARD PROCTOR AT LEAST
2' ABOVE THE TOP OF THE COLLAR. ONCE FILL
MATERIAL HAS BEEN PLACE, EXCAVATE SOIL TO COLLAR
DIMENSIONS USSNG EXISTING FILL AS A FORM. PLACE SWALE STOP
MATERIAL AROUND ENTIRE CIRCUMFERENCE OF PIPE TO PREVENT
SEEPAGE IN THE EVENT CONCRETE SHRINKAGE OCCURS.
COLLAR DETAIL
NOT TO SCALE
VALVE KEY II
NEOPREN GASKET
STAINLESS STEEL BOLTS
6' BOTTOM DRAIN
FLANGE
FRONT VIEW SIDE VIEW
SHEER GATE VALVE DETAIL
W
NOT TO SCALE
IT1
ORIFICE SIZE
W
H
T
3" DIA
6"
1 9"
2"
NOTE:
1. PLATE IS EITHER TO BE BOLTED
OR EPDXIED TO CONCRETE RISER.
2. PLATE IS TO BE CENTERED
ON ORIFICE.
TRASH PLATE
NOT TO SCALE
1 /4'
SIDE VIEW
COMPOSITE
CLASS 'B'
RIP -RAP
BOTTOM OF BAS'N
d
6"x 60' OPENNING
6-
NO 6'x 601 OPENWNG
I
6f0
II I I !
�- T-'--�,_ --
/ TRASH PLATE
I(SIF DETAIL THIS SHEET)
I i
/ I
NOT TO SCALE
WATER QUALITY POOL ELEVATION \/ 1013 00,
0
10' WIDE ^ 1012.00'
RIP ---RAP BAFFLE DETAIL
NOT TO SCALE
11
POLYPROPYM E
PLASM
03 DEFORMED
STEEL ROD
SECTION A -A
s� < 000
o< 00o NOTES:
oovoo 00 0000<
?o°45 6 °v 1. STEPS DIFFERING IN DIMENSIONS,
"o"V"V"V"` ��v""""y"O6' CONFIGURATION, OR MATERIALS
I A FROM THOSE SHOWN MAY ALSO
12 PLAN BE USED PROVIDED THE CONTRACTOR
1/2° HAS FURNISHED DETAILS OF THE
PROPOSED STEPS AND HAS RECEIVED
1/8" 1" 1 1/2" 1/4" WRITTEN APPROVAL FROM THE
APPROPRIATE CITY/COUNTY
ENGINEERING DEPARTMENT-
__4 I__j /4" 2, ALL STEPS SHALL PROTRUDE
t/4" 4" FROM INSIDE FACE OF STRUCTURE
EL.EVATIQN WALL.
DRAINAGE STRUCTURE STEPS
7 NOT TO SCALE
,% o U fill!`
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Approved Storrnwater Permit Documents
Construction in accordance with these documents is
r uired b the stormwater permit. North Carolina
m
Inspect during construction; certify conformity with the
plans and specs; and certify comp€lance with the
stonTlwater rules. (15A NCAC 2H 1008 (1))
Permit E,' Date Daia
by� �_ of ate u lity
Sheaf # C Ftevlslt3n Date �/X,
T_ ' I M'" } ,
r'_�I s, '. r .. �1r �- -";5 r; s r e'..,i fti ..'`. ��•r .1,

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SEE SHEET C-10 1 inch = 40 ft. (horizontal)
1060
6'
G.V. 26.04 LF.
1 .50 LF 8' SbR- 01.15% 9 .01 L PROP. B' SD
PVC @ 0.827i 15"RCP 01.31X 15`RCP R 21 PVC WAL11V�
25.04 LF. 78.12
01.20%- 8' SbR�35 p
vc
36'RCP 0 1.58 161.90 LF
{C8-14 TO
CB-15} 01.54x
a n
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1 inch = 4 ft. (vertical)
1 04C
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2+ 00
188.01. LF
8 Sbft-35 pyC
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15'R�A
5+00
1050
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1040
27.04 LF.
®0.55%
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94.75 LF,
1030
17.238 �
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LINE
LINE TABLE
1 04C
me-Xf.
-=1�+00
7 G G
1 +00
2+ 00
188.01. LF
8 Sbft-35 pyC
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3+ 00
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1050
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®0.55%
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94.75 LF,
1030
17.238 �
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--_j 1 O 2 O
6+00 64
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ALL MATERIAL AND
WORKMANSHIP SHALL CONFORM
TO THE REQUIREMENTS OF THE
CITY OF KING'S STANDARDS AND
SPECIFICATIONS
LINE
LINE TABLE
BEARING
LENGTH
L6
f22243'10"W
153.10
L8
N38'14'48"W
23.51
L9
N38'14'48"W
130.95
L10
S51'45'1 "W
35.00
L11
167-16'50"W
192.39
L12
N32'13'20"W
168.D1
L73
N5743'17"E
289.69
CURVE TABLE
CURVE
ARC
LENGTH
RADIUS
CHORD
BEARING
CHORD
LENGTH
G4
31.98
225.00
Nt '38'S3-W
31.95
C5
30.42
225.00
N10'42'1 'W
30.40
97
140.44
100.00
N72'28'15"W
129.22
C8
156.98
10000
N12'44'58"E
141.35
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1040
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LINE TABLE
LINE
BEARING
LENGTH
L1
N54-55'35'E
30.20
L2
N54.55'35'E
272.36
L3
N5455'35"E
41.01
L5
N67'16'50'E
34.19
L6
N 22'43' 1 O' W
153.10
L7
N06'49'47'W
176.90
L8
N3814'48"W
23.51
L11
S67'16'50-W
192.39
L13
NS7'43'17-E
289.fi9
CURVE TABLE
CURVE
ARC
LENGTH
RADIUS
CHORD
BEARING
CHORD
LENGTH
C3
54.94
1150.05
S33'25557E
54.93
C4
31.98
225.00
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31.95
C5
30,42
225.00
N10-42'12-W
30.40
C6
192.32
1 350.00
522'34'1TE
189.91
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CITY OF K I N G'S STANDARDS AND
SPECIFICATIONS
LINE TABLE
LINE
BEARING
LENGTH
L5
N3814'48"W
23.51
L9
N38-14'48"W
130.95
LIO
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35.00
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N 151 3-20-W
168.01
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LENGTH
RADIUS
CHORD
BEARING
CHORD
LENGTH
-CURVE
C7
140.49
100.00
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129aZ2
C8
156.98
100-00
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141.35
24-00
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REVISIONS:
PROJECT:
MILL CREEK AT
FIELDSTONE
Developer.
�
Shuart
'�I
Management Inc.
Contact:
Michael L. Gunnell, P.E., PLS
983 Mar -Don Drive
Winston-Salem, NC 27107
Phone' [phone]
Cell: [phone]
[e-mail]
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DESCRIPTION
7111108
DWQ REVISIONS
DATE:
04/1 '1108
SHEET NO.:
-�
SHEET TITLE:
Storm Outfall Plan & Profile
SCALE:
AS NOTED
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