SW7060703_APPROVED PLANS_20200101

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7O�P(J 7O3
DOC TYPE
El CURRENT PERMIT
I� APPROVED PLANS
C
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

J.
771.
LEGEND: A - Pips Label P.T. - Plug Tapped
1 O FN - Fin Hydrant
_-- _
_ �;_ - -- p5F Iran Stake Found RRA -Rip Rap Apron �V - Gate Valve
OISS - iron Stake Set �RGD - Rock Check Darn WM - Water Meter MITE
5onoco Products Company 1 5T 91 - Sediment Trap UP - Utility Pole
R/W -Right-of -u,ay,
ENT TRAP CHART ,' `-_-'_; -; + �;` \ , , -��7 _ \ ` _- ` \ \ ` D-B. 22i Zone 5 (L - Centerline YI - Yard Inlet PB - Phone Box
_ , C)S Catch Basin PP Power Pole
SEDIMENT a Area - - - �` \ / r - - 1_ - - j [ . _ ; . _ _t C'I J\ _ - - _ _ MBL - Minimum Building Lira _ Reinforced Concrete Pi FO - Fiber is
_ _ _ MRCP R+alnf t.
Sediment Disturbed Volume Size x De th) Surface
? �� t ss'\� \�= ��1 -- R' - \J= �1 1\i~ =_ =; `�-^- 1 S.T. - 10' x 70' Sight Trlarsale Gpp _ Cpt.rugatsd Plastic Pips �' -Mail Box
Cubic Yards) ( Len th x Width ��. 1 - / i r \ _ ,� - \ Cabe TV
Tra Area (Acres) ( -�- - 1 / -' �- ' 11 �R \ \i/ I :� - aLM
-
a 6 ' L x 2 0 ' W x 2 ' D 9 2 0 �s , tl' _ �♦ - _ \ Street Sian-- Flow Arrow MB
0.71 51 9 4 / C 11 �`/ ` `�:-�yl I 1- _ \ _ r l SOP ledge of Pav�nenL
# 1 2 g 3 2' L x 17 ' W x 2 D 5 , �+ri 1 1 % __ ® _ p Sign - Swale Labe
t 2 0.4 2 2 2 4 0 - \ " -1� �' / �'_ " - - , _ \ - - - \\ _ \' ��� �Q I r1' i \ �� _ _ \ Ste Si ' O - Curve Number
3 1.74 137 80�L X 28�W x 2 D ter- �`� r --_-\ /-�c _,.`% 1 , or Swale
86 L x 28 W x 2'D 2408 /y 1 ��� �,,\� / ✓-_\\ 1 11 /f/�� • ` 1 ��� I �_�/� �� \ Ditch uia
147 _ - '� - \ \mot ♦\ ` � ��` � � �� . �-sf - Silt Fence - Lot Number
f4 1.88 2581 � 7.0 - Eadatinp Elevation
159 89 L x 29 W x 2'D ! \/�" \_! t 11/ / /n 1 ` C7 ,Elevation
f 5 2.0 0 - i ` - _ - - ' ` \ r _ _ _ .1 r -- - Proposes ....-_{,l - GradlnQ Limit f A+�S �n
54 L x 21 W x 2'D 1139 I t\ f/ ia�'C �\ -'i N� _�_..`�
0.87 69 f I \ \ . 1yrl� / \ \ w.rw.w�-mass- Wetlands Line -
y \, 1� 1 S ~1�"s� �i i1G_J \��._. 1 \ _ ��//� ` _� i~ r - -\ - Hoods Line ! '5 ! AdjolnkV
\` lam\ /1 `� \ \\ \\ r \\/� `�' ,-r..�r-•.. Dater Lkls LA Nurnbsr
rd - 66.7 CY Sediment Trap Volume per Disturbed Acre. 1 �_-_ 1 1 / -�j; ��� N // /1 = 1� QG •• Blow -off
Design 5tanda GRADING LIMITS -� _� 1 - �� Construction NEW FERN
s are calculated assuming 1 -�_ �; �11y / I r 2��' ^' _/
ume AT R/W � .` �* \ � �� � / � \ r � � L _ � ,� '�}. 1 I Stable iced
Dimensions shown are top of sediment trap. Voi �I B GIN SWALE `! ` - _d �� 1 `- -f ~` �5"r
a 2:1 slope at the stated depth. A I \ �� I '''/�\- 8 B -F-'�Back Of Garb
,_�\`_to Back of CurbTfY C1K� T[/ �1--l11`�_`\\1/\\IY iVi. R•11 Sf\E i V1 a ov wmo
E ����1\`� � - i � �r��11 \'\f/` \\ �\.,�__T'EMPO�`_ _ GU'NL'ALNo1i+r7.
IPE CHART51�lALE -/ i!1� �\/� \~-a�_ y1/�\1•�`��<<���-\���_\\�-''\\_ ` �`
DRAINAG---------------
E GRADE LENGTH Velocity �� -�' \� 1\\ ��\� 3r1 5 E \\\\vw� // �/ \� GIN SILT 1 =������, ` V�1 �� J r_ I. Topogr�aphie hfar>rr'iatkarl was ar+srd from a rambk�al.lon of
AREA Q 10 D IA , G % ~ems \ - ` / FaVCE AT Ltdar elevation daRo oM,IoM'�d fill the N.G. Mdppl
TN . } ( FT / FT) (LF) ( FPS) ` \ \ _ \ i i �� J `�� 1 BAS�rOF F /- = - �� ^ r `,lam = ~� C ~1 ` �' -` l f/ progr+af>t and Wv" 1 'f*14 " voy by
PIPE (ACRES) {CFS) ( r / _ 1� \� `;�_+ i ~� �� _,
1.8 15 0.0020 150 2.5 \ rP--�` \ i _ \
4 '�'' ��' �� J 1 ` \ � \ / WiF.ntlrs done
Al 0.42 18 p,0093 35 \ _ - - - _ _
9.3 - � \ I V . \ - - , • / � '`>< \ �_ � � ___ - .� �, ... _ \ __ �_ � . _ _� � � = - _ \ 2. loprr�w>fC a►�p Is urlOfiA�.
A2 1.2 9 5.5 r \ \ �` - - - - QI ld proF
195 3.7= 9 0 _
9.3 24 0.0021 ,_\� \ _ ^ / / \ l/� -� _� _
A3 2.16 3:1 SWAL f ' 1 \ \ \ _ _ AIR I i I 1' ` _
_ � 1 ` ,,, �. \ � � ` \ \ ' - .` ` , .� \ \. 3 For other dAet�aile�d i, see Plan l
B1 0.71 3.1 15 0.0025 140 3.0 1 ,! 1 i �_�+.'�`- -- �� \1 1 I /\\��/ �-. `' �� \` `- .\ --__„ '\ '\� '-�`- EROSION AND SEDATION
7.1 18 0.0051 35 9.8 i i. 1 \ _ -
B2 1.65 4.1 ! 1 '\ \ \�%�' _
1 24 0.0025 140 1 I \ 1 ♦_:� �� -
!- - � , - � �-- ,, _\ �-��\ _ l _ ;�_..- �; /\_ CONTROL NOTES.
B3 2.59 11. ---
3 .7 15 0.0036 17 5 3.6 \ �� l j 1 i \ \ / \ /\ \/ _ \ �'L , - -! �' `� \ !_ - 1 r /� �'� = 1. Fraslor► and sed and: trtructurw
Cl 0. 8 73 5 r r! L/ \ - \ ® irrwilltatiis+
9.0 15 0.0025 7 ' 9 / \ ' -
C2 0. 99 1 r �04 \ - ± - - - / _ - �` ! \ - �1 / rn**Oinwld to
205 6.2 f 1 \ ` `- f \ ` � � � � -s~ � - - / , � \ ' ` �I �,� 1\ � �,�- / l� � shall be installed, iR1j i1l1'lerlded as #'Needed
C3 2.50 10.8 6.1 -
5 0 r ( � / 1 �� Qrkd
INV . Ot4T __ ��, 1
C 4 3.2 13.6 2 4 0.0057 23.0 1 1 1 1 40 2 / / / SWALE l irrwwd ation watersheds ors
0.0 0 5 5 2 5 5 6.1 1 � _ � ` � 18. � ` �� provide sffettlw Corltrpl of erosion
C 5 4.2 17 .3 6 2 9 SWALE \ V 1 40 � \ 4 _ _ � '' \ 1 'f0 NATO GRADE � � �/r _ \ � � sod' ur:tii the corrtril
7.9 1 �' f 1 ♦\ / / DetentionF• r 1\\ 03 \ • / J/ 1�� \ / completely stablliprd.
0.0 0 51 17 5 ! 1►T�Llrllr
DI 10.95 35.5 -36 35 6.2 BEGIN SWALE �r RRA - 1 - 310 ! 1 \
2.13 2 30 0.0093 AT END OF \\ �r-Y \ \ �' �� 1 / 2
D2 16.06 5 �. - ` 7JoF 9 for 1
5odr -5 J
6.4 STREET SEG ON \ _\ �' \ - , 2�30" GMP E"IN SILT I el �'�* `� � A. Quality prior
D3 16.94 55.00 2-30 0.0045 18D - \ 1 \ - �.
�� \ \'�'-' !" Nadify Iwngir�w", pu+�" �I �'rd t �tiw�
5.6 18 w _ 30$ r Por►d Oatai ^--` ! E AT 1 � \ `'` to beginnWQ
E 1.3 0.0104 120 6.7 /' _ \\\ D _ ,\ -_ 4, / \ _ as _ \ \ - 1 \ BASE FI 1\ a ! /.//a(/ Iw �`' f[,` B. Install it�abillmd carlstrudklli1 ont+''aws•
F 183 263 2-60 RCP Existing 64 _ 1 \ - - / C. �_W ala
�7 ` � � ` 'OUTL tAr'I I 1 Clear +1< �• and Ifi
Grade \_ CIGB \� 30� Y _ _ ~ �,` �- _ _ `\ \ - 5 Ut2E _ J/ ETATIVE ! - - r/' 11 of on each sib. Gti�i�r' a•ub dr'okpsr utility.»
64 7.0 TOP 24.95 r -304 __
G 241 347 2-66 RCP Existing _ / \� -� \ I�- I FILTER. IEEE I 1
Grade \ / 1 1 INV. 18.80 �` -2� -_ _ \ \ DrT (L.. _ // 1 ` �- ~ �� ` easements 20� each aids W rlttlr•ilr►e W ewole.
R` / _ _ - D. Clearing or grad" gpsr qUw 0 shall begin at law poll#", pok"
of outfali reteatls per at pt�il�h locations wiwo Mdirr pantrol
c-6.5 min. i 1 D= 6.8 9 in / hr . ` \ / - / a,��-\ 302 ` \ \ \ \ �� \ nn.aeurw a^s tNi( All #�ls+ aid the MdhlNryt alntrol
Q= CIA Pipe C5 t _ - dWor / / / +� ! /
Pipes D1-D3 tc-15 min. i10�•5.41 in/hr. �I{ /1 �.� � ,( �% \ \` / /` � TIE O A 19 fl�r I I devices (aedkrWll: t1'alpsr �4 hr'�r �'
Pipe F tc-94 min. 1-2.4 in/hr. c-.6 r � �\ / 1 � � \ � ) 0*1 jo Inst Idd i0/faM or
110 - 7.17 In/Hr. p \ ER�'rENCY � v
pipe G tc-95 min. I=2.4 in/hr. c=.6 \ // �� CO C. _ BY-PASS / _�'; / sk'nultr�ent woo,
A -Acres (Area) p w \ _•� ` ` 300 _ _ _ - Y \ _ SEE e I / r n A l i i f ( +�ersl p a 1Y drdrl l(�
�4 \ simultar+eausly wlih t:M ritorlae of
Sk ALK
e i i � 1 � � 1 D.lS. 1 I'i � existing to the dsvies.
i \ I \ \ 238 " ' •�\` - ' / T A h \ y 1 r - J Fair -tan .0' J+ \ eta r E. Gotnstruct ssdkr►IlrrZ trap* p #� l''ock check dons whore shpl++rh
OM
Notes: ! _ _
1�1 I _ _ � � � � � ,\\ ,� in - .Way p
1. Pipe lengths include flared end section . ! ! �/ ♦ \ \ v ` i �\ �i' Di k i''H1 II 1 Corlstruot dr oirnops •liiales 11g!�otl storm dl'rrirlGgs plpirp
es are reinforced concrete pipe. Grayton Associates Partnership \\ 1 r~- - 1 _ \/ 1 1 -w� \ - 1 plat,�rinet }{ ..♦� F. krrr+tediatsl I iltner ferlt111errr• seed
2. All pip D.B. Ills, Pg. 987 \/l ! 401 C'\ _ \� z \_ _ _ / / / / 1 k y, Y Pt'�Paf''e AMIA �� apply r r
\ , 4�1��6v ; mulch and Install fdlrrlpae1 , 'ears to all sines.
L!�_1 J G. Rough Wads sfiw .
SWALE CALCULATIONS - _ .
�� \ \ - _ - � �! \ \ / } * : � ',i \ \ \ \ 2 3 \ \ / / / / / / / ♦ � � -�� _ � W. Instal l ie11Mr Makl�.
�C 309 �� c 6e �` J \ /
/ 1 '/ - ' I install water rrlalrls
Velocity Velocity ,
Area Q10 Side- Longitudinal / �' 1 �\ �r►y \ � 1'8- � ' a T 24.95 - � � � � I �/ ti `" � \ � ,_
Are _ reseed) C5
,� �"� 34 // �- �i /' 1W. OUT M� `�.. J. ?lahtak� erasion sedkl�lMrl ptbn control rrtsasur+es as
Section (acres) (cfs) Sloane Sloe (ft/ft) (bare) (g _ \\ (1 'r �� / / \ CICS ♦ \ \ !11 t1.0' B i ��� needed to oov" �lp�l inspect old
1 / / � ..� full f Ilty. npalr
0.71 3.1 3.1 0.003 2.0 1 ' 0 i \ 1 t �'� t �1 GIGB - _ f _ \ ` 1 TOP 24.75 1 II ; Q \ \ kN ALL ILT \ DCIST ` _ �� \ .. all erosion and v4rol nvaMuros otter eah
1 _ 1 0.0 0 5 8 2.2 1.1 \ \ \ 305 . - ` \ II NV 22.00 / F A TOB - G - - ��� rainfall event.
_ 1.8 3:1 � \ �r /\ �'\ TOP 25.3� ~1 �� � :"` ' ® '' 1 I \l I/ D��TG � Inv. Out � �. �
2 2 0.42 p•0056 3.3 1.7 \
3 - 3 2.16 9.3 3:1 I > \\ ' I V. 21.20 \��� D1 303 ION 1 _0_5' Park V f �� K. {Jrtiier cut at strwts i0 p1lj rsPtace with Mlect. fill, }
1 !
3.0 1.5 !' 1 \ \ I
1 3 ;1 0.0030 1 1 ! 1 hssss i11 CA % over compaaw 040 arW install 000t
a - 9 2.59 11. 0.0030 3.6 1.8 t '� 1 , \ / / EN E ,
5 9.05 2 9.9 3 :1 1.4 I �� /� �3 ♦ 1 1 b% ' - 2 1 1 V
I ! �: Planratld lkrlt Devatopm htertrr�ediat+s cOln't1p.
5 0. 0055 2.8 \ \ F,E.5. INV. \ l r , M. Install final a6ph94 sur as x•ss.
CICB 'S - 6 0.87 3.7 3 : 1 \ ' !, / Imo' \ 19.85 TOP 251 C4 \ I \ 1 .r11T 1 l �I ♦228 i �J r•.1 Play Cab' H Slide i8
Factors 1 � \ / _ _ \ / INV. 20.35 \ /( N. PcwW@ Qround ce'w fee M{ feturbed arson within 4 den
Fraction(r,' / 1 y radtnq w�,w*.
Q n=0.02 Bare Earth ; � ` �1 ��., ` , /� � F sF`1 )- � - ♦224, of �P>�� any �� IK
4 I 1 f] t 301 `� 1 1 \ 125 2 TOG I`� ` Q4.51�� ` � ' 8. wog 5n.ci�ir'
n �+�
C • 6 n=0.06 Grass - t- RGD / 1 1
i10=7.17 in/hr. \� ti 4�7 FL �} 1 1 Iirrls lento •1 -
v=1 .4 9 R 2 / 3 s 1 / 2 � ,� 0 '� - \ 1 � / c -- � ` �� - _ V � try'• _ _ ,••,. _ !_ F L 2�1`. � ♦ Apply iTtd t'4ei►tllls�r and * i Ir>cFrs of sdl.
�,-area (Acres) n `1 20.00 Imo\ •,�� ,'� 1 1 / �z1 I//y _\\,\ ' �222, screed mixture Mall bi dlfirili uniformly Alld GWrr:sd will
SW k / - ( a ctsan straw mulch. A111 rrwkk4 gilail be crimped or asphalt
hr. J �` - 1 \\ Y / , r /\ ' / G _ �=tacked to help hold in pkaas. r111lorlat and applkatlorl rato
- .81 in/ _i - �` / i GICB ` \ J rL -t ♦) p
Swale 3, tc=T min. i10-6 / l 1 \ / - O _
4 tc=13 min. i10ffi5.75 in/hr. / i \ r:.5. INV. �Z I I O/,�� / 2`a 2.,.,i a�
L�r as faiaw, and ay gmMbliV �ryd rninirrwlrr»i. Mukh rats
Swale / �j� \ �/ T t9.95 1 TOP 25. gd
11, C� I N, / - / 1 `� .-.1 65' R
Swale 5, tc=15 min. i10=5.41 in/hr. , / ! 5T5 INV. 20.55 \ ♦. to be dawble If a•1rrlr,
/-`\� Notarial AU lication is
Note: _ ' 111 \ I /
114�
1, See site plan for typical section locations. ,, 1 /a ! ' ,100 " QJ i 1 \� / 1 i `\ \ I/ _ r ( 0-1Q }
Lime ! Joao cos %+Nc
�. Sections selected are worse case sections. 1 i ,' "�]/ 12 / 1� � / __ , 3 1 r4; Fertilize 1 - Q 8 .
f all /' 102 1� / ` / „ - - r �OP 24.75f / / 2 �( / /' Mulch
OZ ons/ac.
Line bottom (to 1.51 height each side) o _/ �\ �� ` ; - 2'Z7 _ \ / INV. 21.91 1 F _ J � �� ` / s .b 4
' n Excelsior `
American V. ��� A � L, p q
ditches and swales with Ame FE5
� � Asphalt tack 935 al/ac.(anau.)
/ 1 31 SWALP� 1 -
Curlex Blanket. 0.30X 103 i `I _ ! ! /! EGI \ / 1'/i/ 1 / �`�
` T-�,,, Permanent Seeding
1 5 = c _ / AIL-T ♦ -1 1 Common Bermuda
B3 / . 1 k`�' � 5 � - � � -� 225 �3 / 1 . ' / taicE `, / ICIS ' I -- -� a
CIGB �,/ ��7 s>> 11 r, ,' 1 �' } I /i /' 1 .� 1��Tgp 2<�•51 \\ 1 T- (Unhulled Sept. 1 -April ;} 100 lbs./ac.
TOP 25.42 / f
i � `� RADE LOTS TO � _ ;� 311 SWALE ,' \ � 1 / 1 / /( `a iPL 24.0 � uJ 3 {Hulled April 1 -Sept. 1) 75 1ba./ac.
INV. 22.34 �4392 _ i // V" TO SWALE _ f
�� - r 0.3X f -l-� // F.E.S. INV. 1 // y 1 I V. IN 1/��4mvi 21�64- 1 I� "Rebel" 102 ,. ♦ � Rebel Fescue 50 lbs.lac.
fC4�� k f / IN 22.50 1! [ 1 tla'� t Z1L./ _ 1 Rye Grain (Sept. 1 - April 1 only) 50 the./ac.
\� I \ �fv_ - " 1, `-� r EQ TFI ---7 2lii J 0 . German Millet (April 1 - "pt. 1 only) 50 ]be./ac.
\ 1 432 1 I 1 �� \\ ` �. I I \\ I ? // / `` �. / ' Tem orar Seeding
\ / ✓'� _ y 90TT
\ I 32 \ k ! / / - 11 4 1 \+ be Le 15 50 lb ac
4 GONG. I / } !\\_ I R p � I, 1 1
1 1 SIDEWAL-K 1 /// I ! \ / / r i ' ` ♦ ! Dec 15 April
_ `� 1 1 \ ► ,/ Kobe spedeza s./
GIGS -1 \ •---r �- 101 e Grain
TOP 25.42 \ - i \ \ \ rn I Swa ♦ n Rye n 100 lba . /eic.
22.52 /• \ 1 \ 1 \ l \\ / - !� rs \ TOC I '�\ \\ -' L I IeV.`2:4. Derby ark Phase !! u` April 15 -Sept. 1
INV. \ I \ I I \ _ ! / \ t. 1 / L - _ - -_ - _ ( A P1 Unit Pevelo�rn
@43 t `7 STi44 !� elistE�* I c: l German Millet 40 lbs./ac.
/ > j r /' r� - - - -\ \ ditch I 1 ' Gab. H� Sleds {5.. Sept. 1 - Dec. 15
l�\� \ % / \ / ' / , \ 4. Or" all Rye Grain
levees have been stapi l contractor is to lbe . /ac .
103 % e � \ \ ! I l ► - ( �' � �dr
4316 / _ - I \ _ / 1 - t ' _ romove temparar'y avallon cw** measures, r+egr'ads,
ST#3 _ -
IFES INV.ec , `� • \� . \ I l _� _ _ / � -' ems- _ _ \ �` I Inv. OuL _�" ratappes, A are 000dft " 0 specified fArtllixer'
IN 22.85 � � / n� � � - ~� � =SNALE 3:] 5 ALE / � \ lc}.2 �ti��ri�irr
I t i /� \ \ 431 1 / • , � - _ _ _ •• ' .. 5. For additional evasion
-CAR
20 4 ` ' \ �� _ \\ i y Il /` \' - J! 1 1 - I� i - - W'°y BAsslollc5ata� PgBart whip �'• Q(& r [ 4 r�Wi�r aPP'OYed
Cf`1 Common Y^aa �fl�SS�Q +� �7' and sedirl'lerttatlorl
t \ I _ - - -
/ seal E Q �-__1 1� < o \ , f- _! 11 `7-i - Fair►rcwtIWay SEAL Z-f..�P-C (p__ _.
4 0 3 EL 24.5 f '' _ - ,y\ �\ .\ as I I Phase
Y - � < -s*' \ \ I Ptat Cabinet N i
43Z \ - O "� / ��✓!7~ 1�� �\� 11 / Stide 27B A d3 .`
11 430 / � �' y / 1 � .y �O••�`1rNEE,..f P�~3 -
�' 432 i \ \ \\/ �� 1 \\ ''� a` � i \ </ ~ `\\\,' % 1 \ ���' f •••••.MH ��`,,�� EiOSlon and �lon Control Plan
1 / exist? I ' \ y� I ��syY M. St ��� Grading, DY'alllage�
1 ® F.E.S. INV citc+� .l - ? !/ rt����tt►
a �� DERBY VI
r OUT 21.65 I /, --cam . / D
- - .!�\
J ` �� 1 �/1 \\/ A3 tea, __ / I STALL 51 'storrn!w to-z4_1, !
A Planned Uxut Dcvopment
r ond
V / , � _ - �. FENCE AT \ \ rg No. 8 Twp., Craven Co., North Carolina
4315 i \ \ TCI
P 25.20 \ /, INV. OUTFg.
w INV. 22.15 - JJ �t1.0 BELOW , I I Contractor shall Insure that he and all his workers (ottar•s, Ct'a�t01� BrodW
E
R l
WA / _ :1 5 -� `'�' � I do not darrsafr>Mstructian
FILL ECI5TING J 3 r 1 1 \
' 9 0.3%
DC15T(NG -� /t � subcontractors and other site peryonrrel) .
LOW AREA TD / _ }- c _ J 1 stakes or other measures used in laying out the pr o,luhsther by P.O. 1W 126*
/_ 2 .0 \� s \ \ \ ' ` ~`µ -\ BOTTOM i /� � � � r �' 1 the Engineer or another entity Including those under- WWWY of the Neu, Bern North Carol 1 285h3
ELEV. 25.00 �. e
rayt Associates Partnership \ \ 430 '' - \ \ ` / I { " tarntractor. Cantrottor shall taus his workM s to oae,and verify '
5, P8. 634 a 4311 } {252}�37-411
' , ,' ��;- � STA6ILIZ�1?, + \\�' I to the fullest extent pratticabls that stakes, other nfiss old grades
CON5TRUG7kON �. \� I ors or appear to be, accurate old comet#, aid htrrely, but prior
ENTkANCE % m I ` to any associated work, notify the stalrinq entity of a0ter+ti41 tonfllct,
-rho inow- snot be bee G •b0
u !
430 TOP 25.20 ~; - � . , error or yi,eetlan regarding the work• i Era 1"wP°n� DATE- 10/0(0/05 ���'-'`�`�`-i"-
\ 1NV r 30 \� I \ f _ '�� ' 1 \ If all of the above measures av not strictly adlroavdThe 5VIneer shall 0 30 0 120 180
\ 2 \ / _ /� \ not be responsible when due to daYlags, his stakirgnpt be verified.
F.E.5. INV. I Al , 11 ^ ,
2 - , ( >.- , _ - \ - ` , t \ Far critical or costly components of the work, tcm, r aontr& the believes SCALE: 1 = (PO
3:1 SWALE IN 22.60 / i I /' \\ '/ \ '43-00! ' that staking may not be prpier'ved, the corrtractcs shegir- the stale
' } 059x I I i i / I` \� -�= y entity to place staking in an area whero its pr'ese+'voDorl be inNtr�ed. i+g ��
\ -/-_ - ram• ,�� h �:,lr,5 Phase I \ Parker &Associates C.
3 _ Gra oC+ t \ I - /'// �/ -� 'l�• nit Develo ent INV. I •• r
1 1 Yt Ce' \ f !4 6 A Plarxoc a Pm Field Book N/A Consulti s Snaineen -Land $vrva�+p�s Plinae�ri
\ I� 2119 'P 2 L / i/-1 �S,i -r! N S Siide 15A ' OW lector File- DPG,s
J !- 1a Cab, t1.0 B Data Collector P.O.
\ 6. Rw-� "t kin %/yirtch �rr�yton 4 Co �� �}' "l p 1 EX15TINCo Disk Nana, Atod w 97'6 eat - IprJ'8
th wn� I I \ r - ' _ 2119 X f f r/ .,.✓�.;
Eliza I D - a d KHW :f.::s• r.
EPlatl � N, 511de 1114
`%` \ I r I�_ f DITC OM J1ob N '3� i1-38Z _ase�LO
SCld New 8latye
P Ss t` § 13oTT Sheet 9 lackson+rLle, North :f f :
Plat Gab. N, 5lide115A / Phone g10 �64-$414 Fax i1110 440- t
Rev. 02/15/06 AWG -Label Invtpe of FNew Bernttcors
Rev. 11/22/06 KNW CGithQ. Per Y
,t
',
_. ^�
1'!! f,1
`��•
i
1'
t
�
J S ,1'
_` 1l,ll { 4�S
`

L ,. _...�� i .- .L !'i: .r r. A.1L2 ,.....,: f: _...,.'• f ., ..si_-.�, � 3� • - . l.i ?l';L1.L..:LLii.LLL \+ •a \t-r.ni;f r .. i.uad...: r ■ c...\. .F.
OUTLET STRUCTURE
ELEVATION LEVELS
NOT TO SCALE
ALUMINUM TRASH RACK
TO EXTEND 6' ABOVE TOP Of POND 22.0
K15ER CKt5T AND 6"
BELOW BOTTOM WEIR
ELEVATION.
4-3" ANGLE5 TO
5UPP0RT TRASH RACK
70" CORRUGATED
ALUMINUM RISER PIPE
G" ALUMINUM PIPE WELDED TO OUTLET PIPE
WITH 3 IN. DIA. HOLE DRILLED IN END PWG. HOLE
5HALL BE PROVIDED WITH A 5TAINLE55 5TEEL
TRASH 5CREEN WITH 1 /2' MESH. INVERT Of
CONNECTION TO OUTLET PIPE TO BE AT PERM. POOL ELEV. 17.75
.f
ALUMINUM BASE
5UPPORT PLATE 5FCTION VIEW
CORRUGATED ALUMIN
RACK WITH ALUMINUN
GRATE TO HAVE 1 • DI
OPENING5 AND TO BE
TRA5H RACK TOP,
�
J
�✓ ___. � ' � � \ r
�� -
�-r
/ 3rl Swale
/
--�"- - ---% -•- --_ --- ... .. _ CIS._ .. ___ ._. .__ ...
Top Of Berm
--- ----
--
-
---
\ \
El, 17.75
-� -
2.4
\24
r \ .
ALUMINUM ANTI -VORTEX PLATE TO BE
PROVIDED IN TRASH RACKS
6" RI5ER CRE5T ELEV. 20.55
VAFUES
Sea Outlet Structure
Elevation kernels Details
on This -'Fret
PERMANENT POOL ELEV. 1 7.75
— POUR CONCRETE AROUND EXTENDED
5A5E TO HOLD OUTLET 5TRUCTURE IN PLACE
AND PILL IN51DE Of Rl5ER PIPE WITH CONCRETE
TO 15.5 ELeV.
�-'q 50TTOM OF R15ER
ALUMINUM
I-5EEP PLATE
IN, CORRUGATEp ALUMINUM
T PIPE
RKLIGATED ALUMINUM K5EK PIPE
UMINUM ANT! -VORTEX PATE5 TO
PROVIDED IN TRASH RACKS
Cil
Cb
RR�ELL�� tic
IN,TQ VITVVTVRAL CMADE
I/ — AT ELR"V. 17.0* 1
Fray / -mil
f
MAIN WI�1
Ito,
- / �
EI-13.75 I r / / AGM 2-30
PIL
' J • 0.30�
/ FILTER. SEE
`- 6.1 Slope Vegetative Shelf log / ! 254' PaTAIL.
140.5 ! /
— - - — — ---- — -�
- - i/ �—__—_�— � _--_ Rip � r r
Lined 6 r l
_ \ INV. OUT / +'
16.00 \ \ gPIPRpN \� i Maw FaIre
/ Under Rip RapStone
161 Cnnsrgwuy Tie to exietkv
'~ "way. E .=31.5. anode at ditch
i' / verify on
1 D3 \ \ - of ExistN
S.F.M. &W
-�4 \ 3.-1 Cut i
-24
Ito0i
� ill Apron
Forebay
G" ALUMINUM PIPE WELDED TO OUTLET PIPE
WITH 3 IN. DIA. HOLE DRILLED IN END PLUG. DOLE
5HALL BE PROVIDED WITH A 5TAINLES5 5TEEL
PLAN VIEW TRA51-1 SCREEN WITH 1/2' ME5H. INVERT OF
CONNECTION TO OUTLET PIPE TO BE AT PERM. POOL ELEV. 17.75
STORMWATER DETENTION POND
OUTLET STRUCTURE DETAIL
NOT TO 5CALE
Rw, 02/15/06 AWG - Revioed Ford Details
Rw. 11/22/06 IWW - Chg. per City of Now Bern ca"rrnents
FXI5TING GROUND
FIR
>I+ -E.
NEW
\ (all Slope Vegetative Shelf 10'
23A UP
o234 r I
C � /
Storm Water Detention Pond oil
1l i+
Scale: I -30I
TEMPORARY POOL ELEVATION
INVERT IN
PERMANENT POOL ONE INCH STORAGE
ELEVATION= 1 7.75 5-- FOOT E=v�1
DEPTH= 16.75
5iDE 5LOPE5
ABOVE PERMANENT POOL
FMBAY PORP13AY BOTTOM ELEVATION 13.75 �'1 O' VE ETATED SHELF j
3:1 5IDE SLOPES /��� /I SLOPE �/ MAIN 13A54N
BOTTOM ELEVATION 13.75
Notest STORMWATER DETENTION POND
1, Excavate pond I' duper to act as temporary sediment basin during CROSS SECTION DETAIL
construction. Upon completion of project, sedimcnt accumulation shall
be removed to insure the bottom of pond elevation is no higher than NOT TO SCALE
shown.
2, The vegetative shelf shall be planted with juncus effuscs (soft rush)
at I ft. on canter.
3. The stormwater detention pond rewires inspection during
construction and upon completion reAWires certification of
construction to the North Carolina Division of Water Quality
by a Professional Engineer.
4. See plan view an this sheet for additional information.
M
i
15
L OUTLET :.:.E
TO VEGE'' tiTIVE
MAIN BAY FILTER
3:1 SIDE 5LOPE
5TORMWATER DETENTIC -
POND OUTLET 5TRLICTIir
5EE DETAIL
LINE BOTTOM 4 SLOPES OF EMERGENCY SPILLWAY WITH
FABRIC AND RIP RAP.
3:1
RIP RAP LINED
EMERGENCY SPILLWAY DETAIL
NOT TO SCALE
22.5 TOP OF BERM
-0 0-
Fond GRASS
Outfall
f 10'
VEGETATIVE FILTER
NOT TO SCALE
I
i►���H CA
•
SEAL -1 fat b
= 14575 i
ti
%i0op., •.�crivEE.
T ••.....•• .� •
,,�,
Pond Detail Sheet
DERBY PARK VI
No, 8 Twp., Craven Co., North Carolina
Crayton Brothers
P.O. Box 12546
New Bern, North Carolina 28563
[phone]
IDATE: 10106105
SCALE: As Shown
oIIIs
CCirar fiN\ DPI.• Parker & Associates, Inc.
Date
Field*Ik Consulting Engineers - Land Surveyors -- JmW Planners
a.r< wwn.\A&W P.O. So: 976 -- ee641-we
File Noi 'I�" Sheet 7 of 9 aoa N.R ,ettia_�. _,` � ••a f ., Yf.
r J�rIU8 North `���� rfr� rr.•`fi : ViiWfi� :.f f :�••
Job MiY.ti0J0711-iiM --. �„ .
Phone e10 456-2414 - Fax e10 456-3"i
-, ,�•: I 'r'"i"' .\-,-.} i, $ :- -;-f ;ITT �_ _. _
- - -- --- i •-s; r ", - S '� ; , T a', ` , I't7 _ f f rl 1 1�1� i ,. 1' 1 , 1
4 '�'trlrr �t.'rIx�Y1 r•