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POND #1 LAYOUT @ NORMAL POOL ELEVATION = 36.50 z Ip
NORMAL POOL ELEVATION = 30.00 SCALE: 1•8.50,
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CLASS B RIP RAP 600X MARIFI FABRIC CLASS B RIP RAP 600X MARIFI FABRIC
KEYED INC� 0.5' OR EQUAL KEYED IN00.5' OR EQUAL
TOP = 34.50' c
TOP = 40.00' o
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EMERGENCY SPILLWAY - POND #1 EMERGENCY SPILLWAY - POND #2
NTS NTS J
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DETENTION POND NOTES: cQ 0
DETENTION PPON. NOTES: 1. RESTORE POND TO DESIGN SIZE AND SHAPE UPON COMPLETION OF CONSTRUCTION AND STABILIZATIOI OF 'S SIP:-E. Q Q)
1. RESTORE POND TO DESIGN SIZE AND SHAPE UPON COMPLETION OF CONSTRUCTION AND STABILIZATION OF SITE.
2. SEED FOR SLOPES SHALL BE 20% CARPET GRASS, 24% BERMUDA, 20% TURF FESCUE, 10% CREEPING RED 2. SEED FOR SLOPES SHALL BE 20% CARPET GRASS, 24% BERMUDA, 20% TURF FESCUE, 10% CREEPING RED L_ r` E
FESCUE, AND 24% RYE. SEED AT RATE OF 2-3 #'S PER 1000 SF. I� ,� t,) M E
3. THE AGE 24% SHE, SEED LA RATE N 2-3 #'S PER 1000 SF. 3. THE VEGETATED SHELF SHALL BE PLANTED WITH A COMBINATION OF TWO OF THE FOLLOWING ON 3' CENTERS. 0.
3. THE VEGETATED SHELF SHALL BE PLANTED WITH A COMBINATION OF TWO OF THE FOLLOWING ON 3' CENTERS.
1. CATTAIL ", °_ .a O O
1. CATTAIL 10' 2. COONTAIL 10' Z 0 c
2. COONTAIL VEGETATED SHELF
3• . SPATTER DOCK 3. SPATTER DOCK VEGETATED SHELF
CD CD
® 6:1 SLOPE TOP OF BANK 06:1 SLOPE w
TOP OF BANK W y
34.5 / ' �/ \1 40.00 r W v
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-I 11= 11 1= j 1 W Z 0
III - 3 IIII - 3 W W "
t I "�1 NORMAL POOL = 36.50 =1 r c
NORMAL POOL = 30.00 • ••••t I�I 1- -
�_ _ _, 7,31 ELEV. 34.83 /,`���� �':�� �i I:,�1/4
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BOTTOM 23.0 - IJ ri f 10 BOTTOM 31.50 i 1 11= 1 1 14' to 'J N _i
_ I-I 1 1 III-Ifi-I�I-fI I1= I V�
-1 11 1 11_I I I- FOREBAY =111=111-11 I-111- 3 FOR EBAY= CC
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MAX BOTTOM31.50 Y. v)
i 11 3 MAX BOTTOM = 23.0 � Z
POND #1 SECTION POND #2 SECTION Q 0Z V :,
NTS NTSIS
5).
4' NOTE I 4'
I I i 'S
NOTE I I 1. BASIN, FRAME AND GRATE MAY T }
1. BASIN, FRAME AND GRATE MAYa
k VARY IN NONESSENTIAL DIMENSIONS. 1 -__ 1 VARY IN NONESSENTIAL DIMENSIONS. ':\ i.'''.!
4' X 4' PRECAST CONC. BASIN L■■.■.IIIIIIIIIIIIIIIII 4' X 4' PRECAST CONC. BASIN
W/ KNOCKOUT PANELS '' W/ KNOCKOUT PANELS ,,
ALL 4 SIDES I.■■■..I ALL 4 SIDES
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4 STEEL III
1 EEL REBAR SGALV. OR ASPHALT COATED)
✓ TACKWELDED AST 4SGO.C. EACH WAYLAID } P-AN
o IN TOP OF BASIN IN BASIN O.C. EACH WAY WO LAN CKD.
N APPROJ/ED DES. JPN
�, 3.75" ID INLET PIPE
n GROUT IN PLACE. NORTH CAROLINA ENVIRONMENTAL
cn INV.= 32.05 MANAGEMENT COMMISSION DRY• PAS
J TOP 34.00 = _ ATTACH SCREEN WITI I TOP 37.5� J ,t DATE iota*►a,. Q4�1 ' 07
i ATTACH SCREEN Willi1”1111111111,
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GALV. LAG & WEDGEiii ,,w_.
..:,..i�♦y♦:♦t_ �, 3.44. x 0.30'H GALV. LAG & WEDGE ��r�� _
. ANCHORS s-♦'-♦c�♦ + " CR
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Ill/ ALUMINUM EXPANDED + mi , smii1�,im •r ALUMINUM EXPANDED taTii:fint.4
, ,: , a.,. F. ..►♦♦�a: , ♦+►4 �; ,•• ♦�� METAL SCREEN24 DIA OUTLET i/ 4b. •1t ' - OU 1 ♦ ♦+J •_ ♦�♦•♦O •♦ �i•�.` mow ♦♦.�v♦.�• /INV. 29.90 �ii'� 1 1 2 I.D. INLET PIPE .+�_•+ • s ,+ 4 • ••i Ul
2 1 2" LD. INLET PIPE -••�• ♦ ♦♦► INLET 30.00 / rtinii:V4#4,4� !♦♦ INLET :.d.�C_ ei. � :,r,�/ �I-�♦.-�.....♦�•a♦♦♦� Nil,' GROUT IN PLACE � +r'.10
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a iiiiiiii��iiii •i0♦ ♦ • :':=1*♦*
N♦♦♦♦♦♦ ♦♦ BOTTOM 29.75 ►I�i ♦♦♦♦♦♦♦i♦♦♦♦
N d.!�.+.♦.�.♦olt.+�+•*r+► BOTTOM a25 rr<
1 CRUSHED STONE --------
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CRUSHED STONE MAY 0 1 2014
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ENTRANCE �2 LOT #31 J �, 23 L® w / / 1 Cn W
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EXISTING WATERLINE Wf 10 x,CO At/' 4.�S'4 '4 )� . 1.. , •• .a� �r //
RIP RAP • .:.' - r,er D .. DETAIL •, x • CURB INLET6
1 �� 0 TOP GRATE=35.80 / 9
EXISTING 4 FORCEMABN ENERGY . • /
DISSIPATOR ! 3 X I �(o' ' ' ��\ C B := =34.00 r
EXISTING EASEMENT fit x ! , / / /
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" tt-� I i , x��2 ��2 / /o/ i / `o -�O x�� p� • r- I II x� INVERT=3s.o��
24 FES �9 / x� �' j - - �� ;100 I 1 ® (INv=29.90 w ,/ ,�. :: ��. I1 �� x� 18.o�� xWf,O°x,0'x1' `� � �.�,�� I •X+ k x 24" FES x`3 I30' „� II 1
RIP RAP CIO '`/ �- •� i INV = 30.00 r 47.0�I 1� I x ��
ENERGY liei, tt
DISSIPAT �� co � � � r �� / ® - - n�� - x3 ��
a
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w r� r)/ r'�� Gr to 50974'06 cr,. ° CO w I I/ 2�nj� / / I958g' -, � I \ I #r X ® CO ►-�i► �Qs�. XLOT #. a a OUTLET STRUCTURE ��`� � _ 2456� a� I____--- -- -- x CB1 0' / II- U r7 r7/ 0 / �__ • ' O I 3 CURBINLET 17 CDz' � . ..I l�► - TOP=36.50 r'1' I x c\oO I TOP GRATE=38.80 t- oo(SE DETAIL) 3
� � � , . _ I /\ r INV=34.00 x 3 INVERT=37.07 ``'Z
41 N09° �' � ��.� CURB INLET 12 / I I I / Y 0 0) 00) 2
07 I J` .�•.I Z 2 3,.E I. .95 �ji��� - �' 1 • TOP GRATE=36.80 x�� ® co x �° Q c
r^ OTTOM = 23.00 i ltr ` INVERT-35.07 N 20 DRAINAGE I MINI BOX I / x� ' oQX z z o
2
/ V / w " _CB CURB •INLET 11 •• 0 EAStDENT CULVERT I`OT cv _0 3
\ 24 SD TOP36.00 TOP GRATE=36.80 - - r))1 i, - I (SEEM
SEE DETAIL) • '\ J=Q
/ / o(Ni INV-31.30 _ / O0 �- : I 9 rn 3
*/ ...k . Q / AIN POI #1 INVERT-35.00 ki �� x ' I��2 9a �-®� xn • z
� . 15" SD -
• 37 t t O - l
FLC?6D POOL �• O I 15"SD ! x # I I x L01. f • • ,-
NORMAL POND \� I% x3/ r- CURB INLET 14
31.50 \ 7 y O TOP GRATE=35. g7 x • 0 (/)
ELEVATION = OP=32.33 • /� / ♦� INVERT=33.57 I LQT " IX
I�I,cBg W
/ / 30.0o Nv=3,s5or ® \ M�`QL'Cr 3O L� 6 =_ /! ;i� 5$ w
/ o MINI �pX °° (�'�ci-vETAIL) -� #gam ��" co ° LOT z
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N , (SEE D- AIL)
00
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a k_01. -4 '6 / (1) La°
/
/ - _ __.. _,--477- 0. .,5 % -0 ._
/ o r��' R�I � / I '� ` �QT 5,4 TOP CURB E= sO 1 xrb�
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1;111
m ipi,
1 #gs -4" 50 • LOT • 7 Ill < 0
Z
/ co 8 �. SD x 1 '1
/ / - -� U, ton' _ OD) ��t LOS _if 5� �� x , EI 1111111
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/ '�� SDMH,1 ®� at \ LQ� X"���2 \1 II1111 III II
��. s INV = 34,46S QT 48 RB INLET #15 r' NJ 531 48 II
/ / T - - x I / f L01. T 47 �` :I GRATE=35,30 x \ N‘3°5306 Hi
N
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6 37, \ GRUBBING �1MIT I U 04064
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SITE DATA Q
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Old Fayettville Road Lij
4. < _,4 eRo / / P.K. NAIL ACREAGE IN TOTAL 22.62 ACRES +/- (a0-
ad ACREAGE OF OPEN SPACE 0.72 AC± Y
, *
U I REQUIRED OPEN SPACE 0.68 AC± 0
King Road,� kC AVERAGE LOT SIZE 79600 sc�. ft. o o CC
!33 �--
us 4-76 I I I / TOTAL NUMBER OF LOTS 100 o �--"
Li] ! ZONING: R-6000 Z
REQUIRED SETBACKS: 0 0
La'�Da1e Rd � FRONT: 25 N C
'I SIDE: 5
/ REAR: 9 z
Li CORNER: 15
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0 0 <
7. ' m NOTES: z
VICINITY MAP
/ �/ / I . ALL Sl-BEETS ARE PRIVATE. W ] .J
NO SCALE
2. PRIVATE ROADS WILL DE BUILT TO 06 o cc
0 / MINIMUM NCDOT STANDARDS. ALL 0 Q
E- / STREETS ARE PRIVATE AND WILL BE BUILT U
Q / / / / TO NCDOT MINIMUM DESIGN Z W I
5 STANDARDS FOR SUBDIVISION ROADS 0 U
IATION
aCC
/ � AND A PROERTY OWNERS ASSOC < � �
/ WILL BE FORMED AND RESPONSIBLE FOR CC z
MAINTENANCE OF ROADS. 0 z 0
.65.7, / / / i ;- / 3. PUBLIC WATER AND SEWER WILL BE W 0 z
/ / ° / PROVIDED BY NORTI1 BRUNSWICK f'- I J
/ \ /i i / U)/ SANITARY DISTRICT. Q I
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_38 / 0
S/4°49/9w 63 / / �` / / :
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/ Riper P X1s / Ee �o / I GENERAL NOTES:
/ / FAeROC / / I I . ALL DRAINAGE EASEMENTS MUST BE AT
/
blO / / LP. / �o� j'._ MINIMUM TWENTY FEET (20') WIDE. w o
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82 / // / la 9
0 in
� / � s,4°SooQ / ,� I / 2. ALL DRAINAGE EASEMENTS AND W = a- > N o
r X BO • - . / �/ : COMMON AREAS WILL BE MAINTAINED w < ce > z 8
cuL L®T #13 x / c� 5 21 �� / g�. BY A PROPERTY OWNERS ASSOCIATION. ® 0 W z to
r EE DETAI I-® `� Q' x D° �O` _= > Y N
r, 777 '.�
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x ix°2 �° CONNECT NEW /:: : 0 : W v~I z ? ..
ca- � • / D 24" RCP INTO r ci vs ao c
!� - S 8•� ► <r / � � / � i a °2 ��� CONNECT
BOX ® it./ / O t� 3 °:
�° _ 3 � � x •P, � `3 3 IXISTING GRADE �F�aQ .
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to ��` / x b� \ ✓ , '`� x a �� ��' S ► •1:.: ,. -
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I O GUTTER CL=38/80 / / / po' ,4 �. ► ��. qt. ry, / E
Ca
a) Lo 0 0
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■ LOT #10 LOT #9 LO it eL .-a, • / 1_ 0, a) 6
T �° /��, / °~ / °� �. �' w
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_ _ ®T / °) x, x► ? ��� .. • �'` 0 u o -13
I CURB INLET17ili�TOP GRATE=38.80 • ' 4 0 i► �O x�� b ��/ 0�`�'11111111:N* .. • ' 4 f* ',Vgal.....:. (-5(°‘ w z,- ,-
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INVERT=37.07 39.00 I, 'c,�04filt:
3 Y ornrn40.2t. � ,_._____,,
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-� # x x / ��, / X G CL=39.80 J :v �_'' Pi NEW 12` WIDE
L® 0 1% ft
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j�FS / TURN LANE w 3
LOT #61 LOT #6 � V)T 4 ��?/N TOP GRATE=39.7x6 ti� �- / (SEE DETAIL) Z
x� o' x �� 2 Q O L 11 T 3 x LOT 2 I ��' -37.20 Ix ' •.�.�•,� 210 LF vi
LO T / # LOT 1 •A. 0- Z._ 24 RCP C6
%59 CONCRETE FL E #63 X 1 ! # ,.. ' / w
�0 x 42 0i► O- CURB INLET13 W
�I GUTTER CL=3'8.80 ► • ` .O 4)
• / - D 1 �► *._ �� TOP GRATE=39.92
cJ$ 'OO / r # % , - , t► �' j g* L^, INVERT=37.20 Z
�° LOT ,X / x / / \ / 4 / C 18-SD x ` ��,' �� ., Z
0 _ . .��, 4�.0• 18 FES W
LQ11.11F1
' / P^` / Or
5: `` '�' ;�: h� �U B INLET I�1 INV=37.50
a / �° LOT ti ���• � > 1 I/. ,••, ,• 0
/ x \ x / II66 L0 Dv ,= ` ''�1�.��' ��t � i ,�• T P GRATE=39.76
\ \ / 1 T :5 LOT 68 �`- iNvERT=37.10
r i / . ,, :Ill*
CONCRETE FLUME J
0 . _
x / j /V / ► / / �;' , INVERT Or 3or to / a b v t C, �,�I,/%i � 9 GUTTER CL=39.80 D•
x� X- �6? / � / 2 / f �' ��' 24" FES Z/ '3 rx x / '� / ti I � 3 . _ LEGEND QO- O ' 3 0� 1 0NEW PROPERTY UNE-- x �.� sue. �j IIIIIII
E.I.P. \ • /i' `�i 1 / - - NEW RIGHT OF WAY UNE�J 1111111
10 x5 x1 '!� x 4, ► /� /• lrAI:an
SDMH3RIP RAP PAD ONQ \ �,� _ _ /� t ��%• --- - - - NEW LOT UNE
FILTER `FABRIC &IS R4/IVgGE. to ° • s "% �':;+�' EMITQ Zp�06 00'2 „E696.7 I •: f�� % /, � 18 FES NEW 6" WATERUNE IIIIIII (IIIIII
p Z W
i►�, d INV=37.00 NEW 8" SANITARY SEWER UNE 111111111
III II
VI / SDMH=' ' ��_-�./ ,' / NEW 4 SEWER FORCEMAIN
o _x / // ' •� BOTTOM --SD SD N liii
/ " .'' • NEW STORMDRAI
�' 18 SD �� °i ��/ 31.50
11 6.7t
3 -39- SDMHe '8� .,'7 Y �� ;'�'1 ,� EMERGENCY SPILLWAY NEW EASEMENT
8 X '�` �t��, SEE DETAIL) -� NEW SWALE
POND#2 / ( 9.9 NEW SPOT ELEVATION
/ 0 UMITS OF CLEARING & GRUBBING
BAFFLE / - - EXISTING : ::E
PRETELEVAION36. / _ _ _' I EXISTING 04064
(, FLOOD POOL
38.00 . /' N 18" FES EXISTING WATERUNE DES. JPN
I- , NORMAL POND :/ INV=36.40
EXISTING 4" FORCEMAIN CKD: JPN
LLJ = 36.50
::r EXISTING EASEMENT Dom:BLR
LL_I -- � . one: 07-22-04
OUTLET STRUCTURE / .: / - 8.99 _ _ _ DUSTING SPOT ELEVATION
3 = (SEE DETAIL) �►� / jeeeeetete
�, _-1�! EXISTING CONTOUR
U) Ai / �`��N CARe '�
181 SD �•``� b
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w . �/ / 50 0 50 100 150- 7 I / 4 ip:: . 441,%'ar
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NO WETLANDS EXIST ON THIS PROPERTY > / '
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AND 6 VALVE 4/ UI"'BORE AND JACK 40 LF SMH#2 I 1 I Q/ E.I.P. J 0
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OVER EXIST. LINE ` tINV.=29.88 / 1 !„_FIELD ADJUST ,1414 #32 LOT #31 LOT #30 LOT #29 LOT #28 LOT #27 L• j26 LOT #25 LOT #24 / = J
INV.=26.50 ,Ati, a>. �e t LOT 2 / (n# 3 LOT / 1 : Q J
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/ SS » SS SS SS SS SS _ - _ #20 /
/ 7 SS LO TOP S38 6SM 5t
CLEARING AND LOT #33 LOT #3 LOT _#35 LOT .#36 LOT _#37 LOT _#38 £ LOT #81 LOT #80 r #19 FIELD Aa`iusr
GRUBBING LIMIT LOT #79 I✓ LOr INv.�(i1.82
TOP--S36.553 L®T #jig �\ $ #�$ L® /
/ I I I I I FIE ADJUST _ I LOT #?, `, T ' 1 L®T #16 / /
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/(14 Q ";�/ , / (VEIFY LOCATIO\ IKI FIELD) CD
N Ni I �0o N:ozc-
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FTLD ADJUST II
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N N08°59'09,, I I
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r-, \ \ FIELD INV. 'ADJUST4 6 .37, GRUBBING LIMIT 1 04064
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____ ___
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PARKWOOD ESTATES �''a PH�LLIP
1` MAP BOOK I 0 PAGE I25 ► 50
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IJ
\ / so 0 100 150 SHEET
C.2
NO WETLANDS EXIST ON THIS PROPERTY / -- 1 \ \
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/
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NEW EASEMENT/ - PROJECT #
NEW SWALE
U / NEW SPOT ELEVATION . JPN
I— ' / — UMITS OF CLEARING & GRUBBING co- JPN
3 1. .. / - - EXISTING PROPERTY UNE D N:BLit
LL_I /
= APPROXIMATE LOCATIO\ ! —
EXISTING RIGHT OF WAY DATE: 07-22-04
w w EXISTING WATERUNE
tx
Z OF EXISTING WAT=R LI \ E /
EXISTING 4" FORCEMAIN °°+°1t"�►►
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d� EXISTING EASEMENT ``���`�. 1604/.111 �.,�yWi.
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W

STEEL "T" POST 6' W E.S. FABRIC SITE WORK NOTES: EROSION CONTROL NOTES AND MAINTENANCE PLAN: 8
8 W WIRE MESH 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
WIRE MESH FENCE 1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
FIELD CONSTRUCTION CONDITIONS. CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
CRIMP RING CONNECTOR - STEEL OR WOOD POST AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY z Y
z 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN Y
SYNTHETIC WOVEN • � �� WIRE MESH FOR STANDARD FABRIC OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
�. NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
FILTER FABRIC _ v- REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTINGLi MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
a N STANDARD OR EXTRA STRENGTH STREETS. w zMIN. 14 GA. 6x6 MESH oNOTES: FOR STANDARD FABRIC I FILTER FABRIC 2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TOpI1Iji!iiii.I
N X 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE1. FENCE MESH SHALL BE MINIMUM I o I ,IlaI Q OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT, CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY
32" IN WIDTH AND SHALL HAVEr FILL SLOPE ■■I■ _ J CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH AN ADDITIONAL o
A MINIMUM OF 6 LINE WIRESI _II liii"--
MATERIALS DIRECTION OF WATER FLOW LIMITS OF CONSTRUCTION. 2" OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY OBJECTIONABLEWITH 12 STAY SPACING. =1I SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS SHALL
1 a GROUND LINE 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, BE REMOVED IMMEDIATELY.
2. FILTER FABRIC SHALL BE MIRIFI .,I� �}; j � ANCHOR FABRIC SKIRT WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. o
140 OR EQUIVALENT AND SHALL �allll�� _99
BE ADEQUATELY FASTENED TO CO MIN. 8" DEEP & 4" WIDE. 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING 3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND
THE FENCE MESH WITH CRIMP- x �TO ANCHOR BOTTOM DIG _I Z BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN
ING CONNECTORS. of IN 6" DOWN & 6" OUT m ELEVATIONS WITH A CLEAN SELECT-FILL COMPACTED AS SPECIFIED. APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED Z
N WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
3. STEEL POSTS SHALL BE 5'-0" 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL 0 <
IN HEIGHT AND BE OF THE SELF BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL 4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS Cl) CO z
FASTENER "T" SECTION TYPE. _ APPLICABLE LOCAL AND STATE CODES. SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT VJ
THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE W > 0
NOTES: 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP 0
SIDE VIEW MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. III
ASSOCIATED WITH BORROW OPERATIONS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY ® Q
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND
STEEL "T" POST 30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC 8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED Z (1) V
3' STAKE SPACING AND 50 LB/IN FOR EXTRA STRENGTH. RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS I
WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98% OF MAXIMUM AROUND THE DROP INLETS. 06 U I
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
Z ARE NECESSARY, LAP FABRIC POST TO POST. RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT Cl) C
m SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, BECOMES 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE V J J 0
N -�- _ -i - 3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE OR SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES J 0- Z
�� SELF-FASTENER STEEL ANGLE TYPE. PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH
' - ;��Atr ! �HE THE
UPPER STANDARD
12 NCHES CO�R MAXIMUM DRY DENSITY SUBGRADE BE NG COMPACTEDMTO 98%)OF/ITH THE 8 FOOT STAKE SPACING. O z
€� 4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND
-�-- MIN. 1 0 GA. WIRESTANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
- -- -]UTU
_• 2' MIN. -- ON 6 X6" CENT. 4" IN DIAMETER. FABRIC SHALL BE FASTENED TO BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE 6. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF = J
Rill I] ■III . I -- WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98% SEDIMENT REACHES 2.0 FT BELOW THE TOP OF THE RISER. GRAVEL WILL W Cn LLJ
�! ` y=1 1 " LONG OR TIE WIRES. OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER Q Q J
�'�I�Ir1 THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS DRAINS PROPERLY.
L \ ' TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS
STEEL "T" POS it �� WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF 7. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
-' TEMPORARY SILT FENCE �ti
1•( IN-PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE
CV INCLUDING SLOPES, SWALES, STOCKPILES AND ANY OTHER UNSTABILIZED AREAS
�� STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY
I All, NTS a - SHALL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE OF ACTIVITY.
�OQO 4�:. • TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED
�� IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS
G �f •f - �� X TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED 8. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF
SILT FENC �% � ` .�. ( A .. 4 5" I Q REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
J� Jylli
�� ���� '� OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN NECESSARY, AND MULCHED ACCORDING TO SPECIFICAITONS IN THE
I Q / S „ �ir VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
PLAN VIEW ���, �,•`� ® MAN 2 9'' SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES.t,� ,�� SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL 9. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
'-` ,,, ,�� �! ��'� /110 REQUIREMENTS. o
�,� SHOWN ON THIS PLAN ARE NOT EFFECTIVE. w ao a IA
�- N W �
FRONT VIEW /vfOreAlP.Mbrfift
''��ijd� if+ 5 � 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO O -
' 1� QQJ •�'I 10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE W CC z N
_%1� ���t F, ,�• CONSTRUCT HIS WORK. W 3 W
THE PROJECT IS COMPLETED. _ > G
EROSION CONTROL ��S " `4b46-° �L Are
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION < W > ? PO
AROUND DROP INLET ,���, 6 MIN. �,' 4111 , ,,ti OF EXISTING UTILITIES DURING CONSTRUCTION. 11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL W W o N
,�� " " •W •� ., PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT C W Y I- 9
NTS 2 3 '� �,� • ��� STANDARD MANHOLE STEP 11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY CLOSE-OUT. z y = Z z
COARSE AGGREGATE ��' o
�� ,, MIKE UNDERWOOD AND PROVIDED BY OWNER. 3 H 0
`�� `I' NOT TO SCALE < o -
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
TEMPORARY GRAVELLED RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
CONSTRUCTION ENTRANCE f I APPLICABLE AGENCIES AND AUTHORITIES.
NTS 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCDOT STANDARDS.
-- 0 ro -4- E
I PROVIDE BARREL EXTENSION SECTION AS REQUIRED 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND CO CO °
FOR PROPER VERTICAL ALIGNMENT 1n STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL 2w rn I
sHo�,
REQUIREMENTS. O
• p . BURY LINE , , V)(-)r!j -
10
�� / 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. (11) 1- o 0 0
/ / / / kmo�sy -�/�/ /\` w\` \`/\` w z._ ,_
i�i` i 3 Y O rn rn
■ COMPACTED '�4��; 'k\ <z w v o
6" GATE ALVE & VALVE BOX BACK FlLL ��,���1 �i�p�� o N z w 3
(SEE VAL & VALVE BOX DETAIL) ',/, •�������4 w o ='o x 3
ii •i i
�i •
4 c0i co a_
TEE iV�j�„kW a 0
R/W .. STONE �A i!! `n
CONCRETE 7 C.F. MIN. '✓i�i p-i�.� t Z
R/W BLOCKING f 18" 26 'i.��i.`. •`i:�i:�i, a
50' RIGHT OF WAY 1WEEPHOLEI!1! !. W
Al_TO REMAINLiiiiiiii i 1 N
/ OPEN W
/ -- W
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.5 ::: II :IL..: : : .:
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1 0' 1 0,
, CONCRETE TEMPORARY/PERMANENT mil0
/ �- 2' BLOCKING GRASS SPECIFICATION g✓ F=
1-1/2" NCDOT 1-2 ASPHALT
--I3/4" THREADED GALVANIZED
STEEL TIE RODS wmI EYE
BOLTS (4 TOTAL) 1 . CHISEL. COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER V)
3:1 �j:\
" FOOT ADVERSE SOIL CONDITIONS.
4 PER 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. a ZO
o
3.1 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES 01011
II" 4 PAGR CULTU H AND IME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. VIII
COMPACTED
6 ABC :N ' 1I
CDOT) (TYPICAL) FIRE HYDRANT ASSEMBLY
ER 1000 S.F.
SUB-BASE PHOSP OROUS:LIME: 45 LBS. P20 LBS PER 1000 S.F. 1111111 IIIIII1
TYPICAL ROAD SECTION FERTILIZER: 17 LBS. PER 1000 S.F. IIIIII III
NOT TO SCALE METER TO BE FURNISHED 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BEDI{ IS PREPARED 4-6 INCHES DEEP. IIIBY OWNER/DEVELOPER) 36. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. 1111
CASTING 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
METER BOX PER ®1 FOR USE IN PAVED AREAS - - FOR USE IN UNPAVED AREAS 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
NBSD STANDARDS t N GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
=1 CV \ WOOD CHIPS AT 500 LBS. PER 1000 S.F.
RIGHT-ANGLE STOP z \ 12" 12" JUTE & MESH AS PER MANUFACTURER PROJECT J�
GRADE 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND #
I APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION, 04064
SERVICE CLAMP �� it : AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
BRASS } i=� n=n co
1 1/2" S 9.5 ABC SURFACE COURSE NCDOT 0 VALVE "° 11=�" 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED DES. JPN
� (NCDOT) WATER MAIN `_, -u =��-n �i r ;:_u_
30 " BRASS =��;,�_ WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE CKD: JPN
INSTALL 1" OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER DRINK:BIR
6" ABC BASE COURSE (NCDOT) CORPORATION STOP CHECK DATE: 07-22-04
2�j � VALVE POURED IN PLACE POURED IN PLACE AND SEEDING RATES.
CONCRETE COLLAR CONCRETE COLLAR 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND
(3000MIX) PERMANENT COVER IS ESTABLISHED.PSI FERTILIZATION AFTER
rkl3000 PSI MIX ���„���
�� ����-,-_--______ ______-- ------
*I - ���� ������� I ( 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: r•'
' ' 15 wit. •� O•• ���%� i COMPACTED ABC BASE VALVE BOX-CENTER BOX 20% CARPET GRASS � �A• �� '
5)1 •�•f••• •••�•�� ". UNDER COLLAR - PLUMB OVER VALVE STEM .•• �S' c� '�
•,I••i• •1••„• 24% BERMUDA GRASS •��. ��� q �,�
ASPHALT PAVING I I Ia!k=
IA GATE VALVE 20% TURF FESCUE
IIII� 12"X3 4"� BRASS NIPPLE ! GRAVEL 10% _/ CREEPING RED FESCUE
NOTE: PAVEMENT SECTION MAY NEW SERVICE LATERAL w ,'.,.��z.'
R� 1 "X3/4" REDUCER Q 24% ANNUAL RYE GRAIN II ' %•
3S' VARY DEPENDING UPON FIELD 1" 0 CLASS 200 1 " BRASS TEE PLUG BRANCH 0 *BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER `'�
CONDITIONS. CONTRACTOR SHALL POLYETHELYNE MIMI lel 11 • PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND 4111-11:1111f!'is4/.:11
�, *.R� 7s, COORDINATE w/OWNER & 3"X1 "0 BRASS NIPPLE GERMINATION SHALL BE A MIN. OF 85%. , pILI{P ;:s GEOTECHNICAL ENGINEER TO CURB STOP 41..,*0'"
OTC
ill BLOCKING MIN. NO CONCRETE SHALL TOUCH ALL DISTURBED AREA SHAL. BE SEEDED WITHIN 15 DAYS OF THE COMPLETION DETERMINE CT ON ACTUAL PAVEMENT WATER SERVICE LATERAL BEARING AREA=1 FT. SQ. BOLTS OR GLANDS. WRAP OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR SHEET
0,_ NTS BOLTS & GLANDS W/PLASTIC. ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION PAVEMENT SECTION M.J. VALVE AND VALVE BOX OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DOD - 1
TYPICAL CUL-DE-SAC 1),p NTS FAR SIDE SERVICES SHALL BE ENCASED PER NBSD SPECIFICATIONS. NTS WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
NOT TO SCALE
1

STANDARD MANHOLE PRECAST CONCRETE NO-ES:
FERNCO ECCENTRIC COUPLING
FRAME & COVER, GRADE ADJUSTMENT ECCENTRIC FOR CONNECTING PIPES OF
SEE DETAIL RINGS-MIN. 4" HIGH 1. NEOPRENE BOOT, KOR-N-SEAL OR BUSHING
1/2" R TOP OF COVER (MAXIMUM OF 2) EQUAL, TO BE USED ON ALL PRECAST UNEQUAL DIAMETER, OR W
,011111111111‘11111*„
VIEW BITUMINOUS MANHOLES WITH ALL TYPES OF PIPES.
IMPREGENATED
NATED MAINTAIN APPROVED EQUAL
z le
YARN FRAME SEAL CONTINUOUS Y
in
2. PIPE CLAMP (300-SERIES NON- ,• •,,..... , . ai cn
A A a �«,,,.......,.., MAGNETIC CORROSION-RESISTANTFT. 5' MIN. FLOWLINE ��;:!�ee: ,!..�.••4! i� o
" " i� ; STEEL). NCDOT f 57 STONE OF I ': ��u����•==_f��: N Q
TYPE N MASONRY •;•;;,.• ", �' �•; •..• �.
A A MORTAR, 1" MAXIMUM co - ••• i�-� �. // �,,
3. EXPANSION BAND (KORBAND 6061 T6 SEE TABLE FOR ^;!,,•;,•;,..;•__; -? o
— —` ALUMINUM ALLOY WITH A BLACKSTORAGE AREA fl" YN
rj ECCENTRIC CONE °_ - . ANODIZED SURFACE •;�••,} �!• • • _�,••'••��=• �•_• ABSC PIP:as ow DUCTILE IRON PIPE
SECTION (TYPICAL) . " M A N IH 0 LE `a; NCDOT
DO CLASSEROSION CONTROL FILTER FABRIC ,,. .� // %i o
� — STEPS-16" NEOPRENE •'�"' � ���''�1 2" 01" BUTYL MASTIC O.C. VERT. SEE BOOT CROSS SECTION ! �!��� `•i
__� �/ BOTTOM OF COVER L'' MAXIMUM DESIGN OVERFILL s' �� �� •����•�••� �•�
0
tn
iiiiiiiim
ROPE SEALER — " _ NOTE e• SETTLED ��� FOR SETTLEMENT z
VIEW TO
1" Q PRECAST 48" MANHOLE :° 5 MIN. -,I� T� I--
S.' 4r(p
it
R SECTIONS AS REQUIRED 4'-O" ° ' - - ter '. •. WEIR LENGTH ��,���;,_ � u SECTION Q Z
- 9
Q` > �••.;• 4' MIN �:•• -
rrn,,, w ASTM C478, INTEGRAL j _ = • • W FLOOR UNLESS � L
• �• I ,,•• ,• '•,�'. •- ` `•' 2:1 SIDE SLOPE MAX Q O
, -� SHOWN OTHERWISE g" •° - CONCRETE . , ••��.•;� _•- •• �•-�
NOTE: �Q SEE NOTE FILTER FABRIC !;;: . ,;.;;, FERNCO-1056 SERIES W/ E
r a• ,r � _�•. ;6 ; AGGREGATE STONE O com
PLAN TYP. K. 2 .i_•t Imiay 1:1 SIDE SLOPE MAX 8" STAINLESS STEEL CLAMPS Q
FRAME AND COVER TO BEDDING, MIN. AND SHEAR RINGS, OR U) V
BE DEWEY BROS., INC. 3' MI TOP & SIDES, 6" Z
'( tom. . a. �.r._._:.r •�••�•��. • ��4 APPROVED EQUAL I
MH RCR-2001 MH RCR _ �'j_ . .. t . . - •�. r - CONCRETE BOTTOM, TYPICAL ; • .,. ••.+��.•,'••.�.: Ll.l
STONE SECTION • • •, �: 0-2001 W (FOR SEALED c° :, ,
' -A 10:i_I.r .f,,• �.����•. v,..,---•p� AGGREGATE BED, .,.f • J
MANHOLES IF REQ D. S �, if.r .._ .r . TEMPORARY SILT TRAP DETAIL 0
CC
DETAIL SHOWN ON PLANS), OR - ���,r .r�r No. 57 STONE
25-1/4" APPROVED EQUAL. 6" CONCRETE BASE PVC OR DUCTILE IRON PIPE ...] a.. Z
BASIN # DIMENSIONS STORAGE AREA WEIR LENGTH ABS PIPE •Q Z 0
3/4"— 23-3/4" TYP. 152' x 20' x 5' 5,130 CF 8 FT 0 Z
/
23-1 2" 2 20' x 50' x 5' 5,000 CF S FT '••'•
NOTE: ALL MANHOLES WITHIN NCDOT RIGHT OF WAY SHALL BE CONSTRUCTED PER NCDOT STANDARDS. 3 20' x 20' x 5' 2,000 CF s FT IP.CO..•.••.OV .•....� ..i o J
2-1/8„ 1" 3„ 3/8„ 1_1/2>,
4 15' x15' x5 1,125CF 4FT
_ _ _• _ _. _, STANDARD PRECAST CONCRETE MANHOLE
q�./________�/'� _____ NOT TO SCALE ELEVATION
`r1m��•,1Mii'q f
\ 7-1/2„ SLOO1
�j 2-3/4' . „ \ 4-3 4„
1/2 \ +t I ,- NOTE: SEE STANDARD SEWER LINE TRENCH DETAIL FOR PIPE BEDDING
3-3/4" BEYOND COUPLING.
�-DIRECTION OF FLOW
22-1/4" 1 2" _ J
.t� 24-1/2" BRSTONE TO START LAYING AT LOW END AND BUILD AGAINST DIRECTION OF FLOW STANDARD SEWER LINE COUPLING W W o
G
4-3/8'' 33-1/4" SPRINGLINE NOT TO SCALE o -. - z
(MIDDLE OF PVC) w > N O
> < l � ZM
SECTION A—A \��. \'; \\,, o W °'
\,i /1 - NOTE: SKIDS TO BE PLACED TO PROVIDE PROPER SUPPORT NOTES: Z z z ,�
NOTE: ALL MANHOLES WITHIN NCDOT RIGHT OF WAY SHALL BE CONSTRUCTED PER NCDOT STAND 4 01.• \. \ �
ALIGNMENT AND GRADE AS SPECIFIED. CONTINUOUS H o
\� � SKIDS MAY BE USED AS ALTERNATIVE OIL, GREASE, 1. ALL BORING/JACKING MUST BE DONE IN 30 � v o 3 0�►
\ \ \ \\ " ` OR PETROLEUM PRODUCT MAY NOT BE USED AS ACCORDANCE WITH NCDOT REGULATIONS.
STANDARD MANHOLE FRAME AND COVER 8" \\/ �/ 8" \/ STONE OR $ 4 12. ORLONGER
NOT TO SCALE \// //\ \// �/ • : LUBRICANT. 120• STEEL CASING PIPE
\ •1��r'•;•l�r�;•;��r'�;•1�ri;•� • GRAVEL .••� SEAL END CARRIER PIPE SECTION WITH NO DITCHES SHALL EXTEND 10 FT.
//\ /\\ \z W- r gaira 1• ',rt;2 ,• w /'/ TREATED LUMBER `,- 2. BORE & JACK CASING PIPE UNDER A ROAD
/ / / 1% .//r ��1 .Wirt; II CASING PIPE W A�• !�!:•�'• '�•• • •�� \ I BRICK BULKHEAD . ;._ r,_* ° �� BEYOND EDGE OF PAVEMENT.
I�III�I=I: ICI: 3. BORE & JACK CASING PIPE UNDER ROADS
� i;:- �� "� l k , f . / �� STEEL BANDS IN ALL SECTIONS SHALL EXTEND 5 FT. BEYOND
// ''/•.**. / // 1t�f ,Vot. . er o• / �/'. \ A TOE OF FILL SLOPE.
1, •i•�1� !�. r-•'..•,:-1� �\ • •► •� .�i•_.,I�i� _ f it-�.,�
• �'�• •i• • -�� ,1'i�'•...f1� �'.�►•f _ lilleitil V: ,p, PAN SECTION A-A• • t1• •fI• .. / CO / ' ,If' a.oe1• 1 // J •• .�'��:I;,If CO c0 U
r\ ` %`u ik't •t _,�i, s •. t r.�_� .- .. 4. BORE & JACK CASING PIPE UNDER CULVERTS ,_ 0.,
SHALL BE 3 FT. BELOW CULVERT INVERT. w I I
\ ,\/\/\/\/\/•\ , \/\/\/\/ /K\ III Lk — %r w
,\\/\N N \\ , /W\\/ ,� PIPE CASING SKID DETAIL ix -4. N J
►J.rs 5. SIZE & WALL THICKNESS OF SMOOTH WALL 0 1-v'�
OR SPIRAL WELDED CASING PIPE FOR
z
NEENAH R-7514 HANDHOLE 18"0 CONC. ., 0
et_ DITCH ROAD WIDTH VARIES-SEE PLAN FOR ROUTE CL DITCH BORING & JACKING STEEL FOLLOWS: w z
FRAME & LID OR APPROVED COLLAR, 6" P.V.C. PIPE— P.V.C. PIPE— D.I.P. IN ROCK Yornrn �
PAVEMENT WIDTH & LOCATION Q c�
THICK 7.0 F R/W IN VARIES. SEE PLAN-PROFILE PIPE SIZES 0 D WALL THICKNESS z z °
EQUAL NOON AL CONDITIONS WET CONDITIONS & WET CONDITIONS FOR INDIVIDUAL LOCATION. ¢" - 12- "( ) 0.188 ■ oz�Q 3
FINISH GRADE • . ���N��1���� • •. U rn w w 3
219
/t / /�/�/�/ / /�/ /�/ • , j: /- ,•- `//\. /"//\/%/%�
/k//�//. //. //. //. //. //. //. /. • WATER MAIN 18 0.250 ad .
—
'• R/W '`� � m STEEL ENCASEMENT OR SEWER MAIN 20" 0.281
a _ �,, \, c=n 22 0.312
0, ,Nrt
_ 24 0.344 W
z ,t �,�. �0� 1 �, ,�.�. 10� EARTH BACKFILL COMPACTED \
J !it�'!�o�::o. !�!:1i�/t�>•.<il:• TO 90% MINIMUM HAND \\\ -
V) a- I I TAMPING, TO 95% UNDER OR \// % CASING PIPE CASING VHLL BE INSTALLED AT UNE AND 26" " 0.375 —
o \ \ CROSSING. BORING/JACKING TO LINE & 32 30 0.40 8 (1) W
STONE FILL I I THREADED ADJACENT TO STRUCTURES N \\� GRADE SHOWN ON PROFILE FOR EACH " Z
0 4" THICK CLEAN-OUT \ \ GRADE IS REQUIRED. "
z PLUG, CAST IRON �// \� 34" - 36 0.469 L
w STREET • FOR ROAD MATH SIDE DITCHES 38" 0
In NOTES: \\\ - 42" 0.500 Z
z \/ 8" MIN. \ - H
\, TYPICAL BORING/JACKING DETAIL
�' 45' WYE BRANCH 1. STONE OR GRAVEL TO BE WELL TAMPED. �/ KTS.
0 o OR 45' BEND AS SIZE 1 /2" TO 1-1/2". INCLUDE IN UNIT N// \\j _ Z
M z REQUIRED BY SITE 45' BEND PRICE BID FOR PIPE. ,,,,`\ \ R/W R/W <CC O
PLAN \/
2. HAND CARVE BOTTOM AND SHAPE FOR ;// \\j I I) I
cn - - LOWER QUADRANT OF PIPE. EXCAVATE \ \ \\ ..__a.m IfII IIIII
ADDITIONALLY FOR BELLS. \ ,s\ ,:\ ,.�/\ .,\/j,\//,�//,"� Mini Box Culvert 0 to 2 Foot Of Cover
TYPICAL BORE PIT } I IIIIIII IIIIIII
�— SERVICE LATERAL 3. TRENCH SHEETING DRIVEN BELOW INVERT HAND CARVE 20'x30'x DEPTH OF CASING PIPE Typical La out 30.0 EOP Outlet Side , II ��I II
- Layout
- MUST NOT BE REMOVED. AT BELLS Lu IIIIII
_ 1 1 .,
D.I.P. N0� V1AL I F
F
i !
NOTES: I_ '_._
STANDARD SEWER LINE TRENCH _ _ - 1325 PROJECT 1. CLEAN-OUT PIPE AND FITTINGS SHALL BE THE SAME DIAMETER AND T ._ , ' '�
MATERIAL AS THE SERVICE LATERAL.
NOT TO SCALE
I
TYPICAL BORE PIT
`` 2. PROVIDE CLEAN-OUTS WHERE INDICATED ON THE PLANS. DES.___ — -- When opposite side is at I I i ES JPN
NOT TO SCALE I Itop as shown above The I
!-----i--- -=--___ ._- _ _ 4-. cKD: JPN
3. D.I.P. CLEAN-OUTS SHALL HAVE BRONZE-THREADED CLEAN-OUT PLUG. slope across street can be
\ \ \ \ \ \ \ \ — - ° . _ ' ...�..- DATE 07-22-04• \ \ \ \ _ I iDRwH BLR
•
.. � A. \ 1� i as specified. If slope __ .
A• . '•' �. //\ \ \ \. results in less than 4" of '-'-'
4. WHERE CLEAN-OUTS ARE INSTALLED ON PIPING UNDER PRESSURE, ALL A A //\ �� . /
JOINTS SHALL HAVE RETAINER GLANDS OR OTHER APPROVED METHOD \ \�/.; iI \ \ I _ —`beam, contractor tofill I
j_- _� area at�ove CtliV@tt In the _.. -:. ��N����•+�
_ +
AND CLEAN-OUT PLUG SHALL
OF RESTRAINT. ALL RISER PIPE, FITTINGSt
BE WATERTIGHT AND RATED FOR THE PRESSURES PRESENT AT THE I E-- field
- �_ 1 - _ 1 � A
• PARTICULAR POINT OF INSTALLATION. C.O. 3000 PSI I _ 1 ' I + T Rill,i A . 9
CONCRETE CLEANOUT
._. i
E
PAD G-- _ _- ___.- _.__ .: _ ._ L ._. -. __ � ___._._�. ._ _._ _..__�_.. -___ .. __... .__1:_. .. ___.. _. _ .;. ___. ___. . _ �
I ! r 9
SANITARY SEWER SERVICE LATERAL Stun Hole-6 • LL
CLEAN -OUT DETAIL SECTION A—A
P se
f. SHEET
NOT TO SCALE ,
PLAN ---
2
DETAIL ���
Stone adding ._
CLEAN OU PAD ����•�•• _ _
I ..,•:..:..:: :::::•:'.•.•: ;tip. _ .
NOT TO SCALE ,_. __ ....................',�.•:•::•ux•::•�����' I

_ ...._ __ .__....._._
J S -�
I
Mini Box Culvert - 0 to 2 Foot Of Cover
ValleyGutter Inlet Box IMP
Typical L =Fr meaout - 30 . 0EOP XValle Gutter Inlet Grate & ay y . --
Tilla
ini ! :Cuv
UNDISTURBED4( Il iert 0 to2 Foot Of Cover I SOIL (TYP.)
1.
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N.
._,...�I _._,_.....__,...,,,_. __:..._..._._.�.-,...._,._._..-�.�_,,._...._._. _. -._�_.._._.. . .,._...�.�..�. I 8" . 4" MIN. Q
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1 9 _._w.,._ - _ _-,,-- - - _ __.-.-,__-_.._ € --- 12 0 & U P z_
{ _._ .., _ _-_ __-_- _ _ - 11 ;� # �r- _ 45' 10" DIA. �2 " Cn
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0 03 CC
1
is
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MUM. 0
1 11 1 n i I Z V
� 2_ 18" MIN.-10"MIN. 1 DIA. OR LESS C=PLAN
2 MIN DIA OR GREATERD ELEVcc
A
d N4.---t- 3" Comer Haunch " - - _.® J O
i
T _ .,. - __ ..._. __._.__ - _.__ __ _.. .___ _ .,_.,___.._ _ - PLAN A TI 0 N
I �` T __ .
�y- I- SECTION X X & ELEV z
_ _
I
I .m • I SENDS & EES PLUGS
__ _ - all____ InletFrame & Grate 5- 2 _ ,� O z
Precast Box - NC-DOT 840.45 IV ey
F
US F 5106-6149 ♦ j i VN - : ~i 3 __.,. . . --- __ �� _ ._ ._�w —.___.__..�_.___ . = J
solid PIPE B B 22-1/2' D 11-1/4' D TEE PLUG W
O 90' END 45' END EN BEN
• 29 1/4" W x 53 1/2" L x 5-1/4" H SIZE
and knockout panels in 2 t sides0
- A B C D
+ A A A€ A B B B B
Exterior - 3' x 4'-8" x 3.5' deep Heavy Duty - 350 square inchesI _ _ - 4" 18" 12" 10" 13" 10" 7' 10' 12" 14" 13" 6 -
' I • I a. 31 Al „ r , »
i i s I
+ I ff If ff )9 f1
Interior - 2' x 3'-8" x 3' deep # ' of opening. Openings across �_____._ - _._ 1 _ i_. ,- � .� ____ ,,._ _� -.-_ .-.� ...___ --___ __.. _. III 6" 18" 12" 10" 13" 10 10" 12" 14" 19" 9
I
# Exterior - 3' x 4'-8" x 3 5' deep - 8 24" 18" 13" 18" 10" 12" 10" 12" 16" 18" 25" 11"
r curb_ _ _ --- -- _.._._ _-.__-,__,,.__..__ ._...._.____._..____
or bicyc a tra c
FLOW S +
Walls = 6 I i .. ,. —_._.._ �_ �- . . _ __ » », � __. - �-- 10 28 22 15 22 12 15 12 15 20 22 31 14Base = 6 1I I w __. oI _ _ .._ - .._ . TII_ 11 11 " 28" 18" 14" 18" 22" 28 37 17 ..
4 ' Intenor - 29 W x 10 H
.^'-'••..`."'.."-'•-"'..""""^""�`. - 1 11 1 11 ( 9 I b 16" 54" 38" 30" 36" 18" 36" 18" 36" 36" 42" 54" 24" Lai
Vi CI en
W p
24" wide valley curblExterior - 3-� W x 1 -8-'{/2 H _ - - _ �4a_- T - --- f �„__—.. . ---..-_.:.__..-. - m__ _ _ _ ._I I"..._ 3 !I
! Length
1 1 YL ! # I i Lai N
Len th 4 to 8 o be I 1 �. I ? 0 CI
—_ .,._. �..._.. —_ g: J±_ ± .
�. _ _ p_. .. _1NOTES. ce
TI___ _- _ - - - _ _ „_. �.. LII11±iIIrIIITTIIIiTI11ItIIIITi� 4 __ _.-_.__
?� •
Ix to e�0
-- - - - _ , ALLOWANCE -
I with transition to 24" curb " I __ __._.-._� -_ -.._-.-. _:_,__.- __._._.�__.- .,.___...__ __ X 3 ..
I
F
1 1 BASED ON 200 PSI STATIC PRESSURE PLUS AWWA WATER HAMMER < o
2 ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND.
i._..__...-....�.,.m__,.__�_....._..._..�._,.�_....__.__._..�._..�.�___.__.�..__. ..:�_I _�......__.�,_.�...-_._.._�.,..__...�...-.. ,�_,..�....�..,�,__.�..__�„� � +� ' _ -____________I 3. THRUST BLOCKS 0 B E USED A T ALL LINES OPERATING UNDER PRE
4 6 _. _ w
+ ��... __- __ . _. ,n__ - _- . _-._.— _ n___ -..- -_ -. ---- i �-` I _,_ _,� _ r. ,� ' 4. KEEP ALL PIPING JOINTS CLEAR OF CONCRETE THRUST BLOCKS.
1. I ._.. - ___ __ - _ _ ----__-_ _- .. _ iTiTiifIIiiIiJ THRUST BL
OCKING DETAIL
■ ■ ;.� _-_ __ .m _. { - .- SCALE 7 : E
I N 0 T TO co
II� wtil r7 in
[ ____________!
y (11)
•
T
.. _ _. _-__ _ _. _w I ! _ _-_ . _m-._...,.....,.,......__-_--._._ _,-_-_-1-.�.....-____.__ . MANHOLE BASE S E C TI 0 N w Z 3
I JarY
I + Highest _ 3
+ I rn v`
I0r _ _..__. --..._-......_ -......-.-._-..,rv_......_.,._«
0rn
c
_ . _r _._.__�___ _ ___._, �� -w. _ -_ ��_ NEOPRENE B00T `1J
__.._. w... __. _._ I I EXPANSION BAND N
_._4. .._..� ,-. .. , -m, Invert + 1 .25' E 0
1 y I X
_ ._- 3
t f '
I ■ t 3
I
1Available�+-# s shown with beam removed. Additional rebar added
t •I ' ._.______.____._- __._._ _.____ __. _.__•.__.__._ _�_ - __ . _ ____ :`: GROUT AROUND PIPE-TO z
___ -_.._ixxLx ::ict
, _„ _ ruc i belowcutoforst alsuppof0to <4" of---- j -_ _ _-_sl____ _. _ - ,,,,,,,,,i!,,,,,,,, FACEOFBASESECTION
a -
i .. ._.._. i �...._.___i ; �_ beam. ��_-___- ��, �� I _�F �. �
i
_ _._._ # _ I __ -- - __ _.-_ - _.__..._.___...__.__.._ _.— _-_.. w
' 1 GRAVITY SEWER 3" MAX. MANHOLE Z
CI) Li.,
Outlet ��- � . . .
... ,_..-..,, __.._.._ Lowest- m.__ __ ...
1,_____________LIiII1IiIzIIIIiItIIIiIfIIIII±III1ITi
_...__ �_ I Invert T i
E O _
Swale ..„, ...
; Available PE CLAMP :. ..: ..
-__-_ _. , _._- _--- _. -___...__ .,._._ _...�-._ . ..__.-.._..-.. __ I , .
1C D
L I, ----f — i < .
1 IN 0 TE S:
Dliii I1 . MATERIAL SPECIFICATIONS: NEOPRENE BOOT - ASTM C-923; PIPE I1 IIIIII
CLAMP & EXPANSION CLAMP - STAINLESS STEEL, ASTM C-923.
- 2. TWO PIPE CLAMPS REQUIRED FOR PIPE O.D.'S 15" AND LARGER. IIIIIII. ' IIIIIII
111111D III II
•ti 1 ..1/ . III
wAw \Ill\\ \\SR\\�fll� 'c. 11
GROUND LINE �je�
' STANDARD MANHOLE BOOT
r �2 NOT TO SCALE
I�I
ME �i
y:,•:•_::,:: .E1 TRENCH WALL ; EXISTING MANHOLE
WM CONCRETE THRUST BLOCK.`,':; •� • ;....•k-.-:_:�• i�•i��•::�:;;.� s:.:ii,,riArvir�
11 . WELDED ANCHOR RING T .+:.,--' `. . TAMPERED j• .+"i. TAMPERED .
-1%;,, DEAD END " : `-, .:` BACKFlLL ' � ,I, �-KFl� �♦ EXISTING HWY PROJECT #
PIPE IMAM! -.'•_:.f, :.•;�*:,:: : RAMP DOWN TO - 1 :srig,fgazomioggii-iiiiii**-:
8 �R,ASS
�eiryl,----- SEE NOTE 2 .•:� �:•. :�:'::••• '�•':- .�yir�,vimv:•-:•::•.•:.�:;-.'.-rxmri�,ri DEAD END
'rri�ia�iiWi�i�i�i�i� :: ,:. ' ':=;:; - ASPHALT 04064
DATE: 07-22-
m ":'. TRENCH • R.`.',:<'.m — TRENCH I AI GRAVITY SEWER EXISTING BENCH DES. JPN
1►
. :. ... HOL�'�ER
0 �•.w.w•••.'>9•-. BOTTOM SECTION A—A �i^T l I H GROUT CKD: JPN
ELEVATION VIEW PLAN EXISTING
BENCH DRWN: BLR
NOTES: a . ; :- _ :>:;::.:
SCHEDULE OF ANCHOR RING AND CONCRETE THRUST = . �4" PE �)OTBLOCK DIMENSIONS AT WATER MAIN ENDS 1. SIZE OF CONCRETE THRUST BLOCK AROUND ANCHhOR RINGS TO BE DETERMINED BY q;� /:. 1�4 PER FOOT TRENCH DIMENSION PLUS EXTENSION B INTO SIDES AND BOTTOM AS SHOWN IN jjd L
rtnrc coNCRErE niRusr eLocK ro D SCHEDULE CON INTO SIDES OF DITCH TO BE POURED A1GA1t SST FlR1A ���DIAMETERS w a a ������Iluleer UNDISTURBED GROUND. FlLL AGAJNST BLOCKING TO BE COMPACTED TO 94Xp- • ;:::;; :
OF PIPE A B C PROCTOR FOR LENGTH ALONG THE PIPE OF AT LEAST 6-0.
s s 12 2 1 -0 2-0 1 " CORED HOLE W/ �o : -� • i �l
"16i 2" 1'-4" 2'-4" 1 2. H AID FOR PIPE ONE ANCHOR LOCATE_MOOR 4.-0" FROM �EAQ- a. 3 E E S�' �•,
20" 3" 1'-4" 2'-4" 1F104 DEAD END AOND�LOCA SECOND D NJCHOOf 9�F O FIRST ANCHOR. NEOPRENE BOOT , . :
BACK
Q c d ? c a 8" 625.OB ASPHALT BASE /
24" 3" 1'-4" 2'-4" 2 :n. a COURSE CONSTRUCT IN 2" SF9.5A ASPHALT SURFACE COURSE , .
ft
30" 4" 1'-4" 2'-6" 2 3. WHERE THRUST BLOCK OCCURS, THE TRENCH SHOULD BE AT ME MINIMUM WIDTH. \IY .
Q : c 2-4" LAYERS (SLOPE — 1/4" PER FT. OUTWARD) . g'
36" 4" 1.-4" 2.-8" 2 4. CONCRETE SHALT. HAVE MINIMUM 28 DAYS COMPRESSIVE STRENGTH OF 3000 PSI. as .,/ - u .40
• 0�► y
DECELERATION LANE 'A'tiPyILLIP■ •
GUIDELINES FOR THRUST COLLAR INSTALLATION
NTS
STANDARD SEWER LINE CONNECTION TYPICAL SECTION
"vTS DER NCDOT* SHEET
TO EXISTINGMANHOLE ® _3
NOT TO SCALE

236.5' 79.1'
-
z ai
L1
cc) N
72.6, o o �,
•
N
re-
POND#1 �� 1
0
co 0
vi 'cot )
ri D La1-
o
• POND#2 c . n -
5'
Z
i
qt' O Q
CD U) Z
266 2� 411E4 W >
O D cc
Q
79' Z 73.3° W _I-
w Q Cr
POND #1 LAYOUT Da Da POND #2 LAYOUT -a 0
J LLZ
NORMAL POOL ELEVATION = 30.00 NORMAL POOL ELEVATION = 36.50
Z Q
N.T.S.
N.T.S.
O Q
H
L1J Cn w
< J
CLASS B RIP RAP 600X MARIFI FABRIC
KEYED IN00.5'
OR EQUAL CLASS B RIP RAP 600X MARIFI =ABM
KEYED IN00.5' OR EQUAL
IL q TOP = 33.00' �
�,� Ili s' , TOP = 39.00' �
/
we
, 3
Vli
lb `�si!. tI/.� .��_/�� -�I�ai ELEV. = 31.80 • vek ib Ir I w �, in
o�sIi! �A1 L. •l�_I //t����� ELEV. = 38.20' p v
4,p - • �• S• J wawa
f . se W
413 00'/ ai IX < Z o
20' --1 5,1, tic-1-, 4 )--72_,P
20'- i j
-1 ce w ,_ w '� 0 a
'-'"1 I I to k.-- ?
0
EMERGENCY SPILLWAY- POND #1 1
NTS EMERGENCY SPILLWAY - POND #2
NTS
DETENTION POND NOTES:
1. RESTORE POND TO DESIGN SIZE AND SHAPE UPON COMPLETION OF CONSTRUCTION AND STABILIZATION OF SITE.
1. RESTORE POND TO DESIGN SIZE AND SHAPE UPON COMPLETION OF CONSTRUCTION AND STABILIZATION OF SHE
DETENTION POND NOTES:
a)
2. SEED FOR SLOPES SHALL BE 20% CARPET GRASS, 24% BERMUDA, TURF FESCUE, 10% CREEPING RED
FESCUE, AND 24% RYE. SEED AT RATE OF 2-3 #'S PER 1000 SF. 2. SEED FOR SLOPES SHALL BE 20% CARPET GRASS, 24% BERMUDA, 20% TURF FESCUE, 10% CREEPING RED *
r7 d E
3. FESCUE, AND 24% RYE. SEED AT RATE OF 2-3 #'S PER 1000 SF. o
THE VEGETATED SHELF SHALL BE PLANTED WITH A COMBINATION OF WO OF THE FOLLOWING ON 3' CENTERS. 3. THE VEGETATED SHELF SHALL BE PLANTED WITH A COMBINATION OF TWO OF THE FOLLOWING ON 3' CENTERS. °' °'
Qj
1. CATTAIL
2. COONTAIL 10'
3. SPATTER DOCK VEGETATED SHELF 1. CATTAIL
w rj to Yv,
2. COONTAIL 10' d d
3. SPATTER DOCK VEGETATED SHELF
TOP OF BANK CO in zoo 0
SLOPE +-c.)to r�
0 6:1 SLOPE wz.- .
- 3
32.0 TOP OF BANK
3 Y 0 a) cn ,(1)
_ 1 ID
- =1 1= II- I11-11 �zz o
o - zQ 3
- II- 11 - r V rn�a� 3
1 I ! 1 - 3 I III= z
NORMAL POOL 30.00 _-1 j r. I I , ( 3 .,
"�""" I NORMAL POOL = 36.50 I�
ELEV. = 28.33 �11�. II -II IX
- + - I 1 i' ELEV. = 34.83 �am� j j�I I� i I I I W
- I, 6 1� ► '' I 1 IL
_ W
- 11=I I 3 1 ,I � 3 6 l 1 1 L_I'� =10 I 1 1 Z
_ 0
_- I-I i 10 - I I=1 I 3 I�I I I, I I I I I 3 (1) Z
BOTTOM 23.0 ( -
-I I I- 1 -I i�- 1 p� ,r W
III-I i I-III-I i- I BOTTOM 31.50 1I-
=1 I I-I I I=1 I I-I I+ FOREBAY -III- 11 L
3 MAXIII-III-i I I-I I -
BOTTOM = 23.0 =1 I I=III=1 I I_I i- 3 MAX FOREBAY Z
BOTTOM = 31.5073 I--
r. J
POND #1 SECTION 0
NTS POND #2 SECTION � Z
NTS
U
NOTE 4' liiiiij
NOTE 4' jjjiiiI
1. BASIN, FRAME AND GRATE MAY 1 1. BASIN, FRAME AND GRATE MAY
1111111 IIIIIII
VARY IN NONESSENTIAL DIMENSIONS. VARY IN NONESSENTIAL DIMENSIONS.
I���■��I III II
H
4' X4' PRECAST CONC. BASIN I4' X4' PRECAST CONC. BASIN IALL 4 SIDES I(ALL 4 SIDES
1 :
.I.���.1
1 1
4 STEEL REBAR SGALV. OR ASPHALT COATED)JTACKW ?LAN
/ C< ! 'f I j
PROJECT
IND ,
TOPOF BASIN ED AT 4 O.C. EACH WAY LAID _ '�� •�lJ 4, ,, I AC STEEL KWELDEDEATR4S GALV. OR O.C. EACH�WAY LAIDCOATED) 04064
PLAN
,.--'' I f IN TOP OF BASIN
_ �` - �/
N 51 'VI I DES. JPN
CKD: JPN
--(!it
TOP 31 DrtwwN: BLR
w --- - ATTACH SCREEN W T I DATE 07-22-04
re
V. LAG do WEDGE ►♦ • --
lipmmujo
TOP 38.00 r
. �•�• . GALV. LAG & WEDGE
oc ♦.♦• i.��r•••�••.: ATTACH SCREEN WfTll
, ANCHORS •'� • •�.-� RANI 4
•♦ ♦4.��•♦••♦ ►♦••♦• •♦♦♦•••
t1 ►•�••• I .. ��.
801.144
�• tttllititi' ANCHORS ♦•►•:r••.
•
.�•,.••rr:.. :.♦ii�� ,�1/2" OPNG. GALV. OR ♦►•• ••♦•♦♦.�••♦••r•�4 • �� 7d.
ALUMINUM EXPANDED ►0�.':::44♦4i••♦••4•♦i•.� O: - f 1 7 I 7 ALUMINUM EXPANDED •�:••••♦•♦•♦••••O.�♦•♦•��
3 18' DW OUTLET ♦►•♦• •.•. ♦ .s + ! 1
►�•♦v�♦. •►r, ,ff-� J 18' DIA. OUTLET •�►••••♦•♦•♦•�♦"•♦•••♦. �••i•� 01 �A ;
INV. = 29.90 METAL SCREEN �►�►•♦♦• •�.p��iy�•�•�.��1�� J` V INV. = 36. t ' METAL SCREEN .4•♦•••�.•_ •.►4
m " 2 1 2' LD. INLET PIPE 'e��•.• � ♦•�t►♦♦♦•♦••.�.� .4•••••�.•♦v�♦♦♦.� `
I,I ►♦•••10 INLET 30.00 ♦►••••7 ♦ +. ..•
O►•••�i���. ♦ . ♦♦•►. �' 1�� 1 1/2' LD. INLET PIPE ......•.•• •i♦•♦•► INLET 36.50 i '
a GROUT IN PLACE . ♦♦♦••.�•� r'••••rt♦ ►'��•�-r:.,••� a••••�v 13
INV. = 30.0 GROUT IN PLACE ►4•••i•r••••♦♦••••4♦ t. fiy
...! ::
o ti►•••••s•♦.�••r•��� •••••••�►� ♦►••♦•.moo♦•.•♦♦♦•►.
.��•�•♦i•, ��t ftl. . BOTTOM 29.75 Pi►••••••♦O••�r•�••••••••••♦••►r: ,1
a •+••'•i•♦♦♦• �•••♦. ��'k ••i�iii••••♦••••••♦••0 BOTTOM 36.25 C' y A' jg‘e's,„,..(z.
••'•••:r •ye.•rr
rI I -.._o
CRUSHED STONE. 1, = _ __ ti� 4 ��L9P *�,,•
" _� ' u u u ItA Nttt
CRUSHED STONE. _
SECTION ELEVATION SECTIONEET
ELATION
DETENTION POND #1 OUTLET STRUCTURE DETENTION POND #2 OUTLET STRUCTURE
D -4
L
N.T.S.
N.T.S.

/ z
- Dale sr. �� 6 Q Q
1437 of I I
i _ dFayetty
o /le Roa J I I I I W
x' ac
Natio,;QAv: I I z
CL
V Cemete e. M Y
/ 0 (/)
o AI
hk-
(6 5)
-- sturgeon /11
�• O
IFLi
\ I 1-- L4t3 (A)
O
'4 I I cf' I Z
�� I � _ O
VICINITY MAP
NO SCALE 0 24" FES CB#6 r" - / r I�11 2 Iv ►n 2� 1 " I ' C� z
TOP=37.0
TEMP. SILT INV-32.87 _ SDMH #1 I z 0 !�
/ / l W/10 x10 x1 INV=33.14 1•'x5'x1' w23 Q
RAP PAD ON I TOP TO GRATE (38 t) (70 P///
TRAP #1 RIP RAP INV=33.42 t,°i I -� z
LEGEND / 10 x5 1 1 ENERGY 24" SD 20' DRAINAGE" .LTER FABRIC -
b`
NEW PROPERTY UNE l / / DISSIPATOR FILTER F,RIC \ EASEMENT J �Gs _ O
- - NEW RIGHT OF WAY UNE CLEAN OUT Uj 4 0.2 j_180 SD 18' FES )
,Z 10 2,j (,
- - - - - - NEW LOT UNE DITCH TO DRAIN (I� \ , - JN011 18"W 593.88 . /
pig , S INV=33.56 r I GI v>7�� 5Z 1--- 0 D
r '
v v NEW 6" WATERLINE / /
�Lo'��' '\ SD• + SD SD $D `�' /g°52o J (��23 "�" Q U
ss 8" SANITARY SEWER UNE / �� _�����\;� \� 15� S�_ ► - 9bw 7. ?C' p� �t'�C?1�d@ ,C
NEW _ ►�,�\\\\� SD ' 18 4 i E u HAG W
BEM E a V ssF1+ NEW 4" SEWER FORCEMAIN - �7// d� �\ �6� 15" FES� 1 G'x:s'x1 NT
su sn NEW STORMDRAIN INV=30.10 I INVERT O I�,1V=3• 0 I E I " RII' RAP PAD ON Q
-1 i -11 II \ � J
/� / R I I I OUTLET=35.4018" SD FIT.rE R FABRIC o x• cc NEW EASEMENT /INVERT 0 I \ C RB INLET ^� / Q. Z
I 10x10x1 # / (�
NEW 24" SD / •UTLET=30.40 I I RI ENERGY ti-1.
OP GRATE=37. / / 61 13 s 5.7-� • - • NEW SWALE I / ) ( '°" I
/ 1O'x10'x1' ISE ERGR = 'S0 / F_ ?0, v z ci
�j9.9 NEW SPOT ELEVATION 4 RAP ENERGY I I ..
`� CURB IN / --1 OFL4/ ' 0 z
- - - I OF CLEARING & GRUBBING / DISSIP •.: TOP •4 '• / ,, / / / NVERT O
UMTS TEMPORARY � � _ LOT 1.6 L. 25 o =33.90 �. �fM� E � ~ Q
EXISTING PROPERTY UNE GRAVEL INVERT-30'• LOT 29 LOT 28 LOT #27 # SLOT #24
10'x5'x1' _ _ 1
/ # LOT #31 LOT 30 # _�� LOT23 LOT R "r 10�©i ? RIP RAP PAD ON co W
CONSTRUCTION • ��' 0); LOT 32 # /
EXISTING RIGHT OF WAY ENTRANCE / i -
EXISTING WATERLINE �- 22 LOT . DlsstPATOR7 •
;,/ r FILTER FABRIC � Q �
_ V I re•
.53
ssFM EXISTING 4".:FORCEMAIN _•;;• •••••• S2 _ CULVERT-- - `'� 21 4. / / r------ l----------
wO/UTLETi �• r
W/10x10'xl ! �^ i6 �1 iu�icor _ �►_ 5/40. , ..a,
IXISTING EASEMENT RIP RAP /// �i �?1� DRIVE / I ;S E DETAIL ;�ri ii �1�� �N
` • I(' 0'ELATE=35.80 , iory
if / . �i
8.99 EXISTING SPOT ELEVATION ENERGY /
/ ..' -� I I :.'t=34.o0 / ItV1lE
DISSIPATOR / . _ 4 3.5 e� :•
5� - - EXISTING CONTOUR / '• - MINI '- L•
_ r / lo 351x1 / (sEE L LOT #38 g LOT 40 LOT #41 LJT # LOT #82f�� LOT �. #lgC.Dr L_ / o'x x1'
LOT #3 / 8 all
#1 -.1 RIP RAP E'
CLEARING AND "'
1,r
GRUBBING UMR LOT #33 ! \yRBLET #71U IN / / P / I I \ RBIN154/fl LOT #80 \ cuL� •• ` 8 LOT •Is OR _
--- OP GRATE=32. � / / �P G =37. OT �79 DETAIL) - __! #��� LOT � ., l r--------
INVERT=30.57 / 7 /I / / / NVER135.57 \ --� 6 / ..
/� I P/I1/
i� - LET �oj ' .�/ �, 7 / / / / 1\O j /TOP GRATE= .••• N c
mar CLEAN OUT u / / / I / /i \ Loj *-- • J W Z
DITCH TO DRAIN / / Z nn
_ I 7 �1"� CUE` L O Nt
W x W La N Ca
tat tai
/ I I � \ �Oj -ram >D - EE DETAI 13 W < Z t Z M
50 0 50 100 / t.
(-Ai*
0 - - --/ _ _/ --\ I� \ I �J B INLET i(f3 CpJ' 1 75 LO � a 4 W Y• o
__ IIIIIik
GRATE=35. 1 \ T 4 w v~i = z z
/ i 1 / r- - - , \\ I I 34.07 . I (� #� LOT �s.�., z ,.SCALE: 1 =50 / 7 Ts
/ 48 01,
9.9 / // ��' I / a / _ VI I\1 I CURB IN 37.80
(� / k / �i / / N i I I IGM/ERT=36.07
oi
w / LOT #31 \� / - - I �� :(171
1 -I IL I __\ \ L _1 11 �.o
/ , 1
�. � -/ 1 v 1 I I-
8.0 / I ► \ L _
2{: . ____
J
\ \ \
91
/// 0.- All,
• int
U
/ --- / �� .�� H
L 06
A;I I 010)
�i.67
�i W Q) [o
/ TEI4P. SILT 95.88 D \ 1 W 2///"Allin ca. y.±. _
:, 1� I - r---
I _ 1 ______, I c�r7 r�
/ TRAP #2 '�-�' " I I I I z/ 24 sD r -I , I COMMO AREA w Z o 0 3
• �i� I I I I 7 \ YoC� m U-/
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z4 S v r r Q / TOP GRATE=38 80 z Z
(- / INV 31.50 W CB 5 O 7• �!' INVERT=35.07 20 D E I MINI BOX I /
J Itill ""I I FAS I CULVERT INVERT=37.07 N o X�/ W/1.0'x1<;0'x1' o w # CURB INLET #10 • L �p/ RIP'RAP 24 SD TOP=36.0oTOP GRATE=36.80 - - p - I\ LI (SEE DETAIL) }��Q10 a/ v / ��1 IPATOR N INV=31.80 10'x5'x1' INVERT=35.00 U _ /� Q LQ1 1' ____ / Z
/ RIP RAP PAD ON 15 SD I __ I ' ( #\Oq)/ / /
ALTER FABRIC , Q �- / I I LQ /SWALE,1 . � • � r4 ' yl I - O I I _Tii99CRS N\ /F ."'"iCURB INLET #11 �QT [r
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I III II
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INV=32.5000000
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41
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\ ` `, V • 5 3°56 I INV=33.08 �� S� � W one 07-22-•
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�� �� . �9,
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\ / �i =32.650 l)
GRUBBING LIMIT ` I I 2i
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1 PARKWOOD ESTATES I J ,► , `
1 MAP BOOK I 0 PAGE 125 1 I
= SHEET
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Z
pale St 1466 SITE DATA Q
ACREAGE IN TOTAL 22.62 ACRES +/ 0—
P.K. NAIL w
1437
11Fayettydsli,aeatiRonoalci �� I / ACREAGE OF OPEN SPACE 0.72 ACC o
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REQUIRED OPEN SPACE 0.68 AC±
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v Cemeon -\-- �A 0 / AVERAGE LOT SIZE 7,600 5 . ft. w z
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'g\ 7,� a W ' / / TOTAL NUMBER OF LOTS I OI N
- r W ZONING: K 6000 Z
I REQUIRED SETBACKS: g O
SW (f) FRONT: 25
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N
/ SIDE: 5 © U
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W / / CORNER: I5 z
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� �\ ‘jt / NOTES. CC C� _Z
-� �� I . ALL STREETS ARE PRIVATE. W/
J= 1 V �� 4 ti
2. PRIVATE ROADS WILL BE BUILT TO p.6 p 0
0 �` 1 MINIMUM NCDOT STANDARDS. ALL 03 Q
�� 4, / / STREETS ARE PRIVATE AND WILL BE BUILT O U
Q � ���� ��'� / / TO NCDOT MINIMUM DESIGN Z
�n / STANDARDS FOR SUBDIVISION ROADS CI 0 I—
�� 1 / / / AND A PROERTY OWNERS ASSOCIATION Qcr
�� / / WILL BE FORMED AND RESPONSIBLE FOR � J 0
\ � / / MAINTENANCE OF ROADS. � Z
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20 s5.7� / `�� / / / 3. PUBLIC WATER AND SEWER WILL BE O Z
fA•SALacf , / �� PROVIDED BY NORTH BRUNSWICK L� I-- Q
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/ SANITARY DISTRICT. — U W
0 II
10'x5'x1' / .�
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R FABRIC 20' DRAINAGE / / / / vJ < J
5/449,/.A EASEMENT / / / //
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7 /
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ftINRIP RAP PAD ON 22.5' DRAINAGE / / GENERAL NOTES:
LTER FABRIC EASEMENT
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' I.P.
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2. ALL DRAINAGE EASEMENTS AND o 3 Et W N
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' MIL'BO LOT \ �� / • I P.S. / COMMON AREAS WILL BE MAINTAINED > V,44 14 o
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PROJECT #
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04064
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NO WETLANDS EXIST ON THIS PROPERTY
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STEEL "T" POST 6' W/ E.S. FABRIC _ SITE WORK NOTES:
8' W/ WIRE MESH EROSION CONTROL NOTES AND MAINTENANCE PLAN:
WIRE MESH FENCE 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH 1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
CRIMP RING CONNECTOR FIELD CONSTRUCTION CONDITIONS. CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
STEEL OR WOOD POET AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY Z Y
z -� 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN
SYNTHETIC WOVEN - �`- - WIRE MESH FOR STANDARD FABRIC OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY L Y
FILTER FABRIC -~--- _ T- REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE E
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
MIN. 14 GA. 6x6 MESH o ,- m STANDARD OR EXTRA STRENGTH STREETS. o o
NOTES: I - - - FOR STANDARD FABRIC I LI FILTER FABRIC 2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO cn o
o x I- - --- -- - N X 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
ie;�.-,;� Q � PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE
1. FENCE MESH SHALL BE MINIMUM I D I I=I I ;: <�,,y,+.. T` _; < c, OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT, CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY
ey ..-"�` 1 ' CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN $
32" IN WIDTH AND SHALL HAVE "' N II FILL SLOPE .,�., ,, JBASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH AN ADDITIONAL
A MINIMUM OF 6 LINE WIRES 1� __ M.° • _ 'co - DIRECTION OF WATER FLOW LIMITS OF CONSTRUCTION. 2" OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY OBJECTIONABLE `�'
WITH 12" STAY SPACING.
=II -------\ ____-- 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS SHALL
2. FILTER FABRIC SHALL BE MIRIFI - I I-11 - GROUND LINE WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. BE REMOVED IMMEDIATELY. Q
140 OR EQUIVALENT AND SHALL III= = I=111- I-II - ANCHOR FABRIC SKIRT
BE ADEQUATELY FASTENED TO cn MIN. 8" DEEP & 4" WIDE. 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING 3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND
THE FENCE MESH WITH CRIMP- o \-TO ANCHOR BOTTOM DIG - z BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN
LNG CONNECTORS. I IN 6 DOWN & 6 OUT - - ELEVATIONS WITH A CLEAN SELECT-FILL COMPACTED AS SPECIFIED. APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
IN WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. Z
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL 0 <
3. STEEL POSTS SHALL BE 5'-0" BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL 4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS ♦^
IN HEIGHT AND BE OF THE SELF APPLICABLE LOCAL AND STATE CODES. SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT (/) Z
FASTENER "T" SECTION TYPE. THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE W > J
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP
SIDE VIEW NOTES: MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. I- 0 0
ASSOCIATED WITH BORROW OPERATIONS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY m
1 . SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND 0 D Q
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC 8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED Z 0
STEEL "T" POST AND 50 LB/IN FOR EXTRA STRENGTH. RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS
i 3' STAKE SPACING WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98% OF MAXIMUM AROUND THE DROP INLETS. ,Amaxx W I
A X 2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR W 0
Z ARE NECESSARY, LAP FABRIC POST TO POST. RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT �^
5 SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, BECOMES 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE V J _I 0
N -- --- iii 3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE OR SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES J Z
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH _
�,, . Ill SELF-FASTENER STEEL ANGLE TYPE. OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH 8 FOOT STAKE SPACING. Q Z 0
/ ' ,`. THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE 0
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND2' MIN. if MIN. 10GA. WIRE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHINI " " 4 IN DIAMETER. FABRIC SHALL BE FASTENED TO 6. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF ~ QON6X6 CENT. BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BEJWW1VIA -- WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98� SEDIMENT REACHES 2.0 FT BELOW THE TOP OF THE RISER. GRAVEL WILL W I J
v C r�,4 .++p,� I 1 " LONG OR TIE WIRES. OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH " BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER 0 WSew _ 1
v , o DRAINS PROPERLY. Q J
�;���'�%,.:� ..-__._.. THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS
'' �� -- \\ ' TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS
f � �
STEEL "T" POSMI �''',, TEMPORARY SILT FENCE '\� WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF 7. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
Ir ► IN-PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE INCLUDING SLOPES, SWALES, STOCKPILES AND ANY OTHER UNSTABILIZED AREAS
\Q NTS ��► e N STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY
.i�� ' • � �� TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTEDSHALL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE OF ACTIVITY.
/("S) �,� �' XIN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS
, ► ��� TOO WET TO SECURE PROPER COMPACTION IT SHALL BE HARROWED 8. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF
SILT FENC 1 j `!6� 'j .. 4" 5" _I REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
, � OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN NECESSARY, AND MULCHED ACCORDING TO SPECIFICAITONS IN THE
PLAN VIEW 2 9', W SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
ISEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL9. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE REQUIREMENTS. SHOWN ON THIS PLAN ARE NOT EFFECTIVE. w
FRONT VIEWN. / 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT R UIRED TOAl wl 11 .0. ey CONSTRUCT HIS WORK. REQUIRED
10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE OJ
EROSION CONTROL ��sily-
- " ',.. .r *L, ��j THE PROJECT IS COMPLETED. j
� , 6 MIN. ,�•' • r,,,e• OF EXISTINGNU UTILITIES DURING TRACTOR IS OCONSTRUCTTION THENSIBLE FOR LOCATION AND PROTECTION 1 1. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL 0 i-
AROUND DROP INLET ,��� - �j�',•�,����` PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT ix in y
NTS 2 3 4 a O . •• STANDARD MANHOLE STEP 1 1. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY CLOSE-OUT. w Fii
COARSE AGGREGATE �` MIKE UNDERWOOD AND PROVIDED BY OWNER. Z W ad z
�`�,V`, NOT TO SCALE 3 g
O z t U a
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
TEMPORARY GRAVELLED RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES.
CONSTRUCTION ENTRANCE I I
' 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
- ' � CONFORM TO NCDOT STANDARDS.
- - i
_ _- NTS � o 0
1-i I;,-I I PPE - -_1 C--
�- � 5�- ,..7___-I I_I PROVIDE BARREL EXTENSION SECTION AS REQUIRED 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL. AND 01)
$•7 �j'. -I ,_ FOR PROPER VETiCAL ALIGNMENT �? STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL • I- I I
-III_ StOp -I 11- ,�,S SHOW; REQUIREMENTS. LU
Xj z r7 r7-9
-1 I I- -III CA PLAN BURY LINE
-- 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. (I) Z o 0 0
-111
COMPACTED 3 Y 0 cr) cn Q.)
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6' GATE ALVE & VALVE BOX BACK FILL ������� ��p��p% o
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FILTER/GRASS SWALE (SEE SAL VALVE ear DETAIL) II
°'% '%°�%° " �0 3
VEGETATED :�i�i` •`i��i��i 0
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CONCRETE _. 7 C.F. MIN. �������� p��p
R/W BLOCKING 18• No ::
50' RIGHT OF WAY ;; TOEEPR HONE e: : m ITO REMAIN :'�: •�s' �
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11111��1111 Z
20 1.11P"U""IIIM�II,1.: ofik -
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CONCRETE TEMPORARY/PERMANENT 0/ 2'
GRASS SPECIFICATION 1.0 1.--
1-1/2" NCDOT I-2 ASPHALT 3/4' THREADED GALVANIZED
STEEL TIE RODS WITH EYE V)
3:/ '5:\ BOLTS (4 TOTAL) 1 . CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER Z
" PER FOOT O ADVERSE SOIL CONDITIONS. Z
4 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. 4 U
3.1 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
:1
SMOOTH AND UNIFORM. 1111111IIIil
ROLL C6" ABC (NCDOT) URB FIRE HYDRANT ASSEMBLY 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. I
COMPACTED
(TYPICAL)
SUB-BASE LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F. 1111111 1111111
ERTILIZER: 17 LBS. PER 1000 S.F.
TYPICAL ROAD SECTION IIII II IISECTION5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
NOT TO SCALE METER (TO BE FURNISHED I
IS PREPARED 4-6 INCHES DEEP. I�
BY OWNER/DEVELOPER) Q3 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. III
-CASTING 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW) II
METER BOX PER 0f FOR USE IN PAVED AREAS - FOR USE IN UNPAVED AREAS 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
NBSD STANDARDS 1--1 N \ GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
_ WOOD CHIPS AT 500 LBS. PER 1000 S.F.
o
RIGHT-ANGLE STOP Z 12" - . 12" JUTE & MESH AS PER MANUFACTURER PROJECT #
I. :11 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
r � ��/�����/���i- a APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION, 04064
SERVICE CLAMP -�� II- AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
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3RASS f ' � I1-11 c° SPE:CT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED1 1/2" S 9.5 ABC SURFACE COURSE (NCDOT) WATER MAIN ✓ACNE "I I"� l , I .Iu 9. IPA DEs. JPN
3RASS ° -• - : -• WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE CKD: JPN
INSTALL 11' � �i1OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER DRWN: BLR
6" ABC BASE COURSE NCDOT CORPORATION STOPHECKPOURED IN PLACE AND SEEDING RATES.( ) POURED IN PLACE VALVE CONCRETE COLLAR DATE: 07-22-04 CONCRETE COLLAR 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND
•
(3000 PSI MIX) FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. `�y'+i����irirl��I�,,
��r;�[�l��l�ro�l�.a (3000 PSI MIX) 11 . SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: �N CAR �,
5 �i'i�!:� �:!:f�•�� ��\• ::� i COMPACTED ABC BASE VALVE BOX-CENTER BOX 20% CARPET GRASS �4: q� •"•"• 0
.:. • •.• WO.i.e. y� UNDER COLLAR PLUMB OVER VALVE STEM ,* �. •'� ESS/�• it
35 . . . .
ASPHALT PAVING I-1 I I I .111151
24% BERMUDA GRASS r . ;
"XBRASSNIPPLE _, GATE VALVE 1 GRAVEL 20% TURF FESCUE •
-I11-1 12 3 4 0 �� v
I I / � ._.-.-� 10% CREEPING RED FESCUE
R\ NOTE: PAVEMENT SECTION MAY NEW SERVICE LATERAL 1 "X3/4",,,REDUCER = % 24% ANNUAL RYE GRAIN
7. II966 �,'V
3 • VARY DEPENDING UPON FIELD 1 0 CLASS 200 '
S CONDITIONS. CONTRACTOR SHALL 1 " BRASS .TEE .,P�.UG 3RANCH � � � � *BERMUC�A SEED SHALL BE HULLED FOR WARM WEATHER n � �'S'�••F��N �� �
POLYETHELYNE � PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND �,�,y� ' ` �04�•�
R�2s. .s, COORDINATE w/OWNER & 3"Xl 0 BRASS NIPPLE GERMINATION SHALL BE A MIN. OF 85%. i LLIp
GEOTECHNICAL ENGINEER TO CURB STOP BLOCKING MIN. NO CONCRETE SHALL TOUCH ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
t DETERMINE ACTUAL PAVEMENT WATER SERVICE LATERAL BEARING AREA=1 FT. SQ.
BOLTS OR GLANDS. WRAP OF GRADING. SHEET
<< C' SECTION. NTS BOLTS & GLANDS W/PLASTIC. CONSULT CONSERVATION EINGINEER OR SOIL CONSERVATION SERVICE FOR
G,Q PAVEMENT SECTION ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
FAR SIDE SERVICES SHALL BE ENCASED PER NBSD SPEiFICATIONS. M.J. VALVE AND VALVE BOX OF DENUDED AREAS. THE" ABOVE VEGETATION RATES ARE THOSE WHICH DO D . i
TYPICAL CUL-DE-SAC /rA NTS NTS WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
NOT TO SCALE
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