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CHECKED:
_...__ .....:.:._«_---------.._..._..:...---.__._.•---...._.__.�..---...._ Andrew � US e
----1-'9"--SDR ._.w—_P G T -w� ` COtSJftIT[n_--_.w PROJECT N0: 202 NORTH FIFTH AVE NUE
..
..... .
� � —PVC-- SS � 0.2 2 North Carolina 28401
0 --- _ - _...__._._ _.____....:__�..__ ._.___.... a � Wilmington,
12" S __._ _:... .:._. S E L
Q:. _ ... .._. _ - -- —
_._ --9 41 1
17374 � � SHEET.. NO:
ENV. _ .................:-----•--...._ _._.._.....
................_........---...__.._..:. NEW HNOVER C�}UNTY
... _.._..:..._ «_.. _ N
NORTH ` CAROLINA
..Y - - - __._.. w
�...__.................._....._........«...._ ........ «
..................:..........:..........:.......:_..::.....:......................---......:.._....... �..;� 1 � oes�IPnoN s�� �� r 1 r r ► r ��� '�/ /� TF.� 5Ei+Or�F� I?CT�'.iCT OF:
REV N0. Y1 t'l
5 REVISIONS
16+00 17+00 18+oa 19+00
12+00 13+00 14+00 15+00 -

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NOTE. 1. SEWER GUARDS REQUIRED
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AT ALL MANHOLES
$" WATERLINE N
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._
2, UTILITY EASEMENT ALONG
._ '--- _�_
r ,....-•.-• _1_- ._ _ t -FRONTAGES OF ALL LOTS
EXISTING N.H. CO. SAN SEWS C01�• •_..J------' ' � , f, -```--•-.....�_ �'`�,, '�-� l
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_ SHEET N0. C3 1 I -� -�... __ ��� . \
1 ! FOR-_ ��� % f
COVIL ESTATES PHASE 11 _QNTLRIUATIO
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_- - _.._ _ _ _. ... ... _. .: - -
_ 1 +00 2+00 3+00__ 4+00 5+00 6+00 7+00 8+00
rTE:Sji
A TARY SEWER EXTENSION 3 94
!
COV1L ESTATES PHASE M SCALE: , 50'
NORTH CAROL
,' = s'
DRAWN.
_ - ...:. _ .......... _ �.. - - _ __ _ - -_ __ - - _. - :.�.- - -- . r _ - — _ — —KFD
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• --_._...__........._.__ .............•--- _ : '� i a.S,` •. � . � _ — PROJECT N0:
.'� ,. _. 202 NORTH FIRTH AVENUE'
.B- —
. .`. _._• 94238
Wllmm' ton, North Carallna 28401
........_ _ SEAL _ 9
---- ----------------------• .-----•----- t..,.._.
.•.
QEl17374
` SHEET NO:
NEW HA{3VER COUNTY
NORTH CARQLINA
_ •� REG4 \.
(ENE
DESCRIPTION DAB �'I r r i r i 11 i 1\\\
REVISIONS WATER AND SEWER DISTRICT OF: _5

SITE WORK NOTES:
WIRE CONC. BLOCK
WRB INLET�.
Y
�
1 •
THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDmONS.
SEE PLAN FOR PIP£�l�ORIENTATION �.
��II2.
CONTRACTOR SHALL COORDINATE WORK _WITHIN- NCDOT AND LOCAL RIGHT OF
WAYS -WITH PROPER AUTHORITIES ANQ SHALL MEET' ANY REQUIREMENTS ASTO
TRAFFlC CONTROL. AND CONNECTION TO EXISTING STREETS.
w
*MRE=M
I�h3.
CLEARING AND GRUBBING: REMOVE ALL TREES, STUMPS, ROOTS,
Z
��I]IIII-SHRUBBERY,
j4
ASPHALT, CONCRETE, STRUCTURES, BURIED UTILITIES,
aCATING
t I - _ - i-1 LI_I I I- -
111 IIhI IIi-1ii
w
IliT-1
_
STORAGE TANKS, ETC. WiTHIN LIMITS OF CONSTRUCTION:
�
CRAVES. Fri.TER
BLDCK
u._�
-
(
��
(
NQTE: USE: DEWEY BROS.
CH-BN 3A FOR CATCH
STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
C}CONC.
in
w
z
w
GRAVEL FILTER
( I
BASINS AND CH-BN--47
FOR YARD INLETS
_, -4.
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
tx
COLLAR
L_
STONE BASE
_
- - - - - --�
20• RADIUS
20' RADIUS
ao RADIUS
20' RADIUS
5.
MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
ss
G�
m SCREEN
FILTERED WATER
- , ,
DETAIL A
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
a
d-
FFit.TERD WATER
fNERFtOW
RUNOFF WATER ------•
PLAN
ELEVATIONS Wm-{ A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
OVERFLOW
>rJsEolMENr--•-
-
NTS
rn
RUNOFF WATER
w/SEDIMENT
=am MrR
_ _
rsT
i
c
CONC. COLLAR
t•-C'
ASPHALT PAVEMENT
6.
DISPOSAL CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL_ BE
REMOVED` FROM SiTE
'-
4I
..
23' 8-B
4
DROP INLET w/GRATE
' "'
SEDIMENT
b
..
ELEV. VARIES
; ..
23� g_B
-- 50' RIGHT-OF-WAY
7.
BORROW MATERIAL THE CONTRACTOR SHALL FURNISH BORROW MATERIAL
;
SEDIMENT'
CURB INLET -
REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED
WIRE SCREEN
2,
50'
s' SHL•DR
e' SHt-'D
WiTH BORROW OPERATIONS.
I--t
2x4 WD STUD
�, ROW.
Row
0
ED
�a
BRICK MASONRY
2:1 SLOPE
5'-0"
23 -O"
B-B
5'-0'
2:1 SLOPE
B.
FILL AND COMPACTION: AFTER STRIPPING, THOSE AREAS DESIGNATED TO
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10---TON VIBRATORY STEEL
SPECIFIC AF'gCAT}ON
S C_i _
�P� FIC APPL TaN
i
�
TOP
THIS 1AEi,i08 OF ItiT PROTE CT10N IS
THIS METHOD OF INLET PROTECTION IS
,yPTrucABL.E A T CURB INLETS WHERE AN
FIAw
>
4'
30' RADIUS
.
30 RADIUS
30 RADIUS
30 RADIUS
, J4 FT
/
t 4'
WHEELED ROLLER TO COMPACT THE 8" TO AT LEAST 98% OF MAXIMUM
EE D
DENSITY AT OPTIMUM MOISTURE CONTENT.. ANY AREA WHICH PUMPS OR
APPLK)ABL£_WHEREHEAVY FLOWS ARE
-
_L.�_
EXPECTED AND REAN DEER FLOW CAPACITY
IS NECESSARY TO ,t2ENEFtT EXCESSNE
OVERFLOW CAPABILITY IS NECESSARY TO
PREVENT EXCESSNE PONDIAK3 !N FRONT
'�
-
Z
'''
• : • �. .• �
b
-RUTS 'EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
SiLTY OR CLAYEY SAND HAVING A UNIFIED SOitCLASSIFICATION OF SP.
PONDING AROUND TRUCTURE
OF STRUCTURE
• .t.:•,
3000 PSI COHC ---
; �. '- '
-
.:
:.: .....
1b
K• ABC STONE BASE
SM OR SC. FILL MATERIAL SHALL THEN BE PLACED IN LAYERS NOT TO
r�
n AROUND INLETS
EROSION CONTROL
• _�_,
co
_.DROP
3
&
m
m
1--1 J�' NCDOT 1-2 ASPHALT
PROPOSED SEE
WATER MAIN
PROPOSED
EXCEED 8" .AND COMPACTED: TO AT LEAST 95% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY ASTM D--698 , WiTH THE UPPER 12 INCHES OF
-v
NCTE-!
m
DETAL 'A'
SRN. SEWER
SUBGRADE- BEING COMPACTED TO saz OF THE STANDARD PROCTOR MAXIMUM
1
NT5
iN>� FOOTING It 1S,TW �
OPENING AS SHOWN �
�
'
�
�,
�
' � -
TYPICAL 50 ROAD CROSS
SECTION
DRY DENSITY. -1N AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED
THE UPPER-'12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED- TO
T'('1
1-2
,Jx TYPE cNCarn
LEAVE
SECTION
AT LEAST 989: OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE
W
.may
NTS (PRIVATE ROAD) MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER
ir t SHALL BE WETTED IN ACCORDANCE WiTH COMPACTION REQUIREMENTS. IF
ABC S7QNE NCOOT) DROP INLET D ETA l L PIA 5 0 ROAD PLAN
( TYPICAL 4O ROAD PLAN TY C L THE MATERIAL IS Too WET TOSECUREPROPER COMPACTION, iT SHALL BE
HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT 0
NTS UNTIL OPTIMUM MOISTURE CONTENT IS 013TAINED. FILL SHALL BE PLACED
NTS.. tom•
1t. 50 RIGHT-OF-WAY- IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL
TIMES.
1 -OF-WAY 8 DITCH 8 SHL DR
8 SHL D 8 DITCH
TREATED LANDSCAPE _. 40' RGHT 20 PAVEMENT 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
- � TIMBER . -'CrB Cr _ 8' _ ._ CONSTRUCT HIS WORK. I -U' 5 0'
1-AFC 1°� 5 - 4:1 SLOPE
7t
4' dii 7N
FT �- 10. THECONTRACTORIS RESPONSIBLE FOR THE LOCATION' AND PROTECTION OF
f -_ f ,1 MAX t r/FT t 4 FT 1 4" ,J .. 3:1 AWX. \ pP
3. - re 1 ,C 5
COAISSE AA6REJQATE- - NOTE PAVEMENT SECTION MAY VARY SLOPE TO , 4 JFr :N EXISTING - UTILITIES DURING CONSTRUCTION:
�� DEPENDING UPON FIELD CONOiT10NS SLOPE TO 2
DEPEN a GRADE GRADE -
CONTRACTOR SHALL COORDINATE A. •,... y
w/OWNER & GEOTECHNiCAL G.I. BOX -----'-• -
- ++ 11., EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY V 1
ENGINEER TO DETERMINE ZiC COVERL z
M w` 6" ABC 4a SLOPE a . b JACK STOCKS, RLS AND _PROVIDED BY OWNER.
ACTUAL. PAVEMENT SECTION. ap� � - NCDOT 1-2 ASPHALT � ABC STONE BASE
1 1 r2" C U 1 t^'�
L L E D - z o PROPOSED 1-1 /t NCDOT I-2 ASPHALT 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
TEMPORARY GRAVE , �•
a WATER MAIN
ENTRANCE PAVEMENT SECTION
- �. _ PROPOSED
CONSTRUCTION E NTRA _ PAV E M E COMBINATION �' � SEWER 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION >--� 1---4
' SECTION I i WITH APPLICABLE
NTS � TYPICAL 4.O ROAD CROSS OR OF ALL EXISTING UTILITIES U LE
MAX 45 SWEEP LiI I---i
BENDS AS REQ'D o AGENCIES AND AUTHORITIES.
- NTS (PRIVATE ROAD)
14. ALL PAVEMENT AND BASE MATERIALS ANDWORKMANSHIPSHALL CONFORM To t��1
VARIES 10 _MAX,
NIPPLE PER COUNTY STONE BASE NCDOT STANDARDS: W 0 ►
• ANGLE REQUIREMENTS
MA(N 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
AS REQ D
STEEL OR WOOD POST , STATE' PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
- TYPICAL 50 ROAD CROSS-SECTION
REQUIREMENTS:
_ .. _.: WIRE FABRIC
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
-.__.. NTS PUBIC ROAD) w-
,: • o � cu Fr. cRA+va. VALVE six, t
� FILTER FABRIC OR CR. STONE
Z tI) O
Fi
- - - - MIN. ,2 ,r2 �A. TYPICAL NEAR SIDE AMM
i °� 17, _SEE GEOTECHNICAL REPORT BATED FOR9 _ � � ;
_ - - - INTERMEDIATE WIRES w 2 � OR 50. ADDITIONAL REQUIREMENTS. MO)
-- --.._ TAIL
SEWER SERVICE DE
- .. _ --_ _... � • , ., � ,.. 4touowor N T_ THOU QUANTITIES HIS _ � M T7
<18. CONTRACTOR -SHALL NOTE THAT EARTHWORK QU E ARE �- •�-
_ _ _ wslrn tfEra eox
.. - . ,..:. •. .:,.: RESPONSIBILITY. P A: BALANCED EARTHWORK �y C� t7 t7
s [ ........,, RESPO S BiLITY. PLANS -DO NOT REPRESENT BAIRN E EARTH O
NTS i CONDITION.,....... - z
zaa
19, REINF. CONC. PIPE SHALL BE CLASS III -W RUBBER GASKETED JOINT OR o
ANCHOR FABRIC SKIRT rn rn
AS DIRECTED BY ENGINEER ANN
t WE vpcvt r ME WN _ *RAM NECK'. INSTALL PER MANUFACTURER'S REQUIREMENTS. p �"�''
at nuo vxx i►wtAn® c+a' z z W
L
p
►7
=M N I F A A M NI M KIN P NT 0 20. USE WHiTE LANE MARKING PAINT OR ALL P VE E AR GS. Ai _
jj .. N _
k � TREATED LANDSCAPE
�, F _ i z
SHALL BE A CHLORINATED RUBBER ALKYD S 17 P 115 TYPE li O �¢
• t Prc . ,
r� TIMBER .. 1
I IN FACTORY MIXED, QUICK DRYING, NON BLEED G.
LJ `Ir GAiF VK
uasnrMecv GROLM � U
• :. t , . � � 21. NO CUT OR FILL SLOPES 'SHALL EXCEED A SiDE SLOPE 4F' 1 VERTICAL- TO
.. v. -
i i t710MOMi1Clt sror
r / t U-ANCHOR 3 HORIZONTAL.
' ' BOLT END AROt}NO tfYDPA1T1 WAnR ww
BOOT ti5 St OMTx: Mora SEE SPECIFrAT1oN1 W MO SUCH
NOTES. cy � C.i. BOX
H - � roc K+r� 22. ALL DISTURBED :AREAS -SHALL BE GRASSED WITHIN 30 DAYS OF U
w MAX. 45
& COVER �a'-o' MIN:� co►fc. ar.oaat♦G. Pot;tt
Lam ; AGAINST=UNDISTURBED DISTURBANCE.
FABRIC SHALL BE A MIN. OF 32" IN WI TH AND z•. l;3 LONG SWEEP
1. FENCE _ » �
a: GRotx+o
QQ A z _ •._.
X NE WIRES WITH 17' STY
SHAM HAVE A MIN. OF S! U
A RE D TO REACH
;o z
S Q
ALL EROSION SHALL 8 INCLUDING SIDE P BEFORE TH
- : v TYPICAL � BLOW -OFF 23. ALL E CONTROLLED NCLUD G £ SLOPES @E RE E
_ SPACING..::- •r,z w c3 OPT{MUM DEPTH 0
TYPICAL HYDRANT (TRAFFIC', .TYPE
- PROJECT IS COMPLETED.
.�
--FABRIC SHALL BE FOR EROSION CONTROL AND AdlN 0F
36" IN WIDTH. FABRIC SHALL BE FASTENED
°' _ N.T.S. 24. MORE STRINGENTMEASURESSHALL BE USED TO HALT EROSION IF THOSE
w
ADEQUATELY 70 THE WIRE FABRIC AS DIRECTED BY THE
p 45 SHOWN ON THIS PLAN ARE ,NOT EFFECTIVE.
ENGINEER. _.. VARIABLE SLOPE P+pE :uc LL1
B 5'-Cr IN HEIGHT AND BE OF THE 1.5%- MINIMUM
PvE ZONE 25. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING _ CONSTRUCTION OR
_ 3: .STEEL- POST SHALL E NIPPLE PER COUNTY MAIN d o D. sr �
AS SOON THEREAFTER. AS POSSIBLE.
SELF -FASTENER STEEL ANGLE TYPE.
REQUIREMENTS COMBINATION e- o.o. � 2fi. CONSTRUCT THE DROP INLETS WITH PROTECTtoN TO ACT AS A SILT: BASIN
4, WOOD POST SHALL BE A MIN: OF 6 IN HEIGHT AND 3 , DURING -CONSTRUCTION.
4 IN DIAMETER. WIRE - FABRIC -SHALL BE FASTENED
TO D eAacnu- Fvut. a+txstf-'-- `�
TO 'WOODEN POST WiTH NO LESS THAN 19 WIRE STROLL
rrui
MAINTAIN A UNTIL THE PROJECT i MP M
T
27. ALL MEASURES U L E ROJEG S COMPLETE. REMOVE Laa"
. ' � � ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY.
1 1 f 2" LONG AS-O+OaTM _ �'
S12C CLJ�SS i. 2. OR 3
F R SIDE
ON T4fC tlNtS ,...
TYPICAL A �.; hK
.�.- .f.. 28. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT: ALL
t mq. &ACX I p r i CA4 C cN ITT `J
+.. C« TIC PtaAcs PERMANENT MEASURES WILL 8E WELL ESTABLISHED BEFORE PROJECT CLOSE -
CLAM
SERVICE DETAIL
taus .,. f...
RY SILT FENCE
SEWER SE ouT.
TEMPORARY ...•.
. 0
,..:.:;....., .;. ..T,..+ MSS i CA 1
NTS t f
Fu.iolnaR .
P�..I~IP.E _ 11iIC.01:..lfti1lL..E.l�C wrElou.
PIPE QEDDING D ETA) 5 r"ur- & VARES r wows:«R
N.T.S.
•,COVER. TOP TO 9L FLUSH PAVED -- ---•OTHER 0T}[R AREAS OUT o3 a
i 1j0' - •--- i Ijs' WITH STREM. wALXS, OR TRAF3TC. TOP TO BE A:,
A A RLSOCknAL AREAS-
3�
/U oP o>£ U
A O ® MORTAR r C011" CVUt LID. MID
SET tASCIJD CaCAM:
► OMA+DQ, 9EARM Kht
<.. ... �:
;i:� •;; ..:,,•�:.:::- �„ ,•:,:•- ww.,oL,E T7TAuc a coyEA
mAmED: SANITARY SEWER OR COricR£tE.._ +�, � . :::•�::.�::..�
STORM DTRJUN AS RE0U1RE0 A , SiDL.AL�i50 COLt1Ji
R19C M40 CCNEA COKTACT ixW7C �.
Si1<2fAGE3 S4ii4 gC W�l1r1CD i 1';CstAO( 80
so AS To E�a Bwrta � RW IIIIIII IEIIfIi
CLEANOUT : laE do -COVER tx ' . 2a• ux, Of COYEA ON rowx '
n�s..r,r� � I : • ' .; : GO►-CRLTC spy /OA
TOP OF CCTiEA / CW>kY1i[R : AaAjsra XT TO CAAM
V. If
vLtsrx: '
A•�'`�
t] LYArnN =Clth A -A ti
3/4• w % La1 Stv'
_
HOLE STEP ECCOMPcMANTOPDETAI1�REusT
► I
'
KT.S. • b •'
SEC110N A - A / 1
FlLTER F TOP Vl W
5/aT FINISHCO GRADE Kfs g - ...._ - - -- SECTIONS
M OF COVER �� _ T { T'GR V Dul likf�fr[1 { \
ENERGY DISSPATOR _ BOTTOM 7 7
' J-T-DWJETLR SAD. ; I 6* uH. wu nKxNcs2 \}'
�/a, 4 .' S' n
7 3 1 ti b �) tuts IN JIxOR 1AINCE FOR 3' OtI H}PAEl DES. PGT
/ 1 a.
NTS. /8- - - -� - � q-� rl _ .wrTs Asr+,T G 475
/ /// //! //�.�/�.�/!.�!/.� - DRr►W. ICED
3is E _ c�,ur�cDn1► !;tF- -QATE
A 8 C _D E F 1 1.2-23-s4
.L_
-. W.T}i Mf'liQ.TD ... ..
.:NOR-P"NKING Cf20tlT .
ffv_IO 1'-9 i/4- 7 t/Z' 2 1/S' NOTE: 9 7/8" ,•r W-et r / P6'£ . \\\\11 IITA//
w ,. BOX EOUNALENT TO ,� z Dusk FCR 1r pt7t �c CQ ��i�
•. Tz ENNIS ENiLRPRISES S i/T o I. MOT
N0. EEv�3-00i v --"''�
o i
E,SS i ' •
,.i 2. STD. WEIGHT 30 LDS. 4' PIPE
y PFE . ;I uun� u tf sTo"c S E A L
omfAn FOIx+wPok
4 45 = •.'-ter= . `
i ; t• :: • . to . _ ._.
.. (MANUFACTURERS) z .• =-T•,
BEND
',- • ' - y
1. G.R. ENNts & SOT{ '- - ^r- -- �'° ,7374
•OOOp Oppp O.OQCp ppep0 Op Op OpapOpOppp Qp OpOpOpOp OpO E Q -. -
••. \
N0. LtH-CAE-24 e w i $ HIPPIE do ,t��
'`
2. DEWEY BROS.
•N0. t•ttt-RCR-240Y C,. a CLUES) CAPx • .• � � �/� '•i;K;t+t��.°(\
3. VutD1w ii
p
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RING - 190 iBS.
OR EQUAL d 40CiE)+OED UP uoNoemtctuY ekST
COVER - ! 20 M. BASE SECTON om kaT
CONCRETE FLUME - AmPm FDA LwtcL < `s`
SECTION A A +ot�s a DEEP } :
mm"%5
I
h
- FRAME AND COVER
N.T.S.
MANHOLE
4 8"
. 4' WYE
DIAMETER
STANDARD MANHOLE
OF 5
TYPICAL GRASS SWALE/OPEN DITCH
STANDARD _ C'LEAN O UT N.T.S.NTS
NTS