20070971 Ver 1_Construction Plans_20141103

Strickland, Bev
From: Devane, Boyd
Sent: Wednesday, November 05, 2014 2:57 PM
To: Strickland, Bev
Subject: FW: Mellon Downs - construction plans 07 -0971
Attachments: CONSTRUCTION PLANS.pdf
From: Jonathan L. McDaniel [ mailto :jmcdanielCa)bizec.rr.com]
Sent: Monday, November 03, 2014 10:45 AM
To: Devane, Boyd
Subject: Mellon Downs - construction plans
Boyd,
Attached are the current construction plans for Mellon Downs from November 2007.
Jonathan L. McDaniel, PE
Parker & Associates, Inc.
Engineers * Surveyors * Planners
(910) 455 -2414
Firm License Number - F -0108
www.parkerengineeringandsurveying.com
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VICINITY MAP
TIME
2, PLACE FILL, ROUGH GRADE SITE AND GRADE DETENTION PONDS
3. INSTALL CONSTRUCTION ENTRANCE
I. INSTALL DROP INLETS, CATCH BASINS AND STORM DRAINAGE PIPING
S, INSTALL INLET PROTECTION AROUND DROP INLETS, AND CATCH
BASINS AND INSTALL SILT FENCE IN ALL AREAS DEEMED
NECESSARY BY THE ENGINEER
6, INSTALL UNDERGROUND UTILITIES
7, PLACE STONE BASE AND PAVE STREETS
S, SEED AND MULCH REMAINING DISTURBED AREAS,
SEEDING SCHEDULE
SEED BED PREPARATION
LIME --- °--- ----- ---- -- --90 Ibs /1000 SF
10- 1010 - ----------- ___25 Ibs /1000 SF
10-20- 10---- -- --- -- ---- -- - -12 Ibs /10OD SF
STRAW MULCH --- (AFTER SEEDING) 90 Ibs /1DOO SF
ASPHALT TACK-- - --- -- -200 GAL /TON OF MULCH
SEEDING MIXTURE
(FEBRUARY 1 - APRIL 30i
TALL FESCUE-- - -- -- - - -1.2 bs /1000 SF
PENSACOLA 8AHI4P6Sw - - - -- --0,25 Ibs1OOD SF
KOREAN DR KOBE LESPEOEIA (SCARIFIED) - -1 2 Ib8 /1000 SF
( MAY 1 - AUGUST 31 I
TALL FESCUE---- - - Ibs /1000 SF
WEEPING LOVE0RASS.- °•---.- --0,12 11)0DOO SF
KOREAN DR KOBE LESPEOEZA (SCARIFIED)-- -- -1,2 Ibs11OOO SF
BROWNTOP MILLET-- ---- --- - - -O,6 Ibs /1000 SF
(SEPTEMBER 1 - JANUARY 31)
TALL FESCUE----- --- --- -- -- - -1 , 4 I bs /1 a0O $F
KOREAN OR KOBE LESPEOEIA (SCAR[FfE61- 1.4 Ibs /1000 SF
RYE [GRAIN)---- -- ------ --- --0 6 168 /1000 SF
FOR SLOPES 2;1 OR STEEPER ADD 30 Ibs,l SERCCEA
LESPEDEZA AND 15 Ibs WEEPING LUEOR45
LEGEND
DA - DRAIAHGE AREAS
SF - SQUARE FOOTAGE
FH - FIRE HYDRANT
ST - 10'00' SIGHT TRIANGLE
R RADIUS
VG - VALLY GUTTER
RCP - REINFORCED CONCRETE PIPE
FES - FLARED END SECTION
BC - BACK OF CURB
R/W - RIGHT OF WAY
B/B - BACK OF CURB TO BACK OF CURB
MBL - MINIMUM BUILDING LINE
MH - MANHOLE
CB - CATCH BASIN
DI - DROP INLET
EX - EXISTING
GV -- GATE VALVE
BO - BLOW OFF
SS - SANITARY SEWER
FE - FINISHED ELEVATIOIN
BV - BALL VALVE
DIP _ DUCTILE IRON PIPE
EROSION CONTROL LEGEND
INLET PROTECTION
SILT FENCE
- CONSTRUCTION LIMITS
PROJECT NO.: P-1267
DRAWING NO,: 004
SWIFT CREEK DRAINAGE
LATERAL 354 EASEMENT Roy C, Mills AREA �1 06 3 AC
11� 70' NORTH AND 35' SOUTH DIBIM -371 PG.440 �� p A 1 / 1,11, , , , , , , , , , , ,1111, 1 , 1 , ,
ill OF CANAL CENTERLINE ZONE AR + r�~ �'��� AREA IN PARKS OR OTHEF LAND USAGEA A 1 a r r 1 100 8d4C
LINEAL FEET OF STREETS A I I I I f f 1 1 1 r, 1( f r l,. p 1 151
/
NO, OF LOTS ,ff.1 ,11AAAl /pA11111fAl1ApA41IIAp1J�
11 �""�p LCNErrlrlarall, AlAlrpalrlr11111raprlr1111rR�2r5
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Roy . Mills II a� D� A22 /'� mr� � I \
Y Rip c r _ A� 148 1 �� , �8� ��
D1B.1361, PG.644 g�F6E5l1 0 G1�� 0 1 � 1
ZONE AR � G Mp�6 a ,� 1.r At 4834 s�
'� 01m • r+r� 49 14 TONSIRIP PAR /
p� 50 I 13600 Sf W/ FILTER FAbRI
a A� 4 WOODED
13600 SF
6 °PVC Wfib- �- - ­ 1130 RC -
POND 2
65 1
16140 SF , 5 l
�
llg 21230 SF ,' 80 _ 1 �`� I / / /� R/W 60' R /W
X I
1)15 RCS 32 NV / 14' 32' B-B 11'
&53 / '" �� ''� er ft 2,1 par f� 2,1
I� PER FTI SLOPE
X// 9 [�O SE / �. ®r
A2� �.,y / � 1 SILT FE CE �� ..�� � I
a LINE ND' 46 I
1.7 At `�9 � ®' SILT FEN p`` .4 11FF90T Sr
79 N 78 �� N I T/ a` 31 _6fl V 01_011
A
I�® w 60 N12601 SF 12531 Sr �� 161` . CABC UNDER CURB 2" I-2 EQUIVALENT (MINI
8I/ ' � 12541sF
I � -1�s4s Sr j 1 I 1 24° CONCR TE CURB & GUTTER 8" CABC (MINI
4 r J / 11p I A24 z E R
1 0 SF y�© N I ig1� �, 88` I V zs AG I (STANDARD FAGE1 CITY STD, 35,12
LP
I
15150 F
N 1 I A�1 13416 SF 111 ` I r
��0
16726 SF �/ 1,B4AC 222' IA ' I I• 1 1, ..- .� � TOPICAL WITH /SIDEWALK SECTION
111 610 SF ! r 1 1,54 AGg, �h �� 11, 1 ND T I CH
ANIG /
1 111 CONSTRVON I 1 I l i� ��� 1 21 33 SF
1 1 o LIMIT I B8 ! 15 6 SF I` r
RrwiTYP) 1 ► ? , o ; X163, 1 f
1 ! 15554 SF '�� 3" ! II Y 1�� INDEX
�u�e sF , RIPARIAN, I ~� _ 1 DNISY i SHEET 1, ,,,,,,,,,,,,GENERAL GRADING, DRAINAGE, EROSION AND
11 ., 15114 SF I 1 181' d/' 75 I BUFFER 50' WIDE
fig' , I ^ I EACH SIDE DF FROM I 1 SEDIMENTATION CONTROL PLAN
N 1 `•, 6 TRIANGLE �olke mr�A e r rxsrr�r� LQNITSUCTIQfJ I / �\I �6q s
1 G (TYP,I 1 1 R1 (TYPI/ i NORMAL LATER LINE / / / �Q� r
43 111 SHEET 2 .... ...... ,.PLAN & PROFILE- OAKWOOD DRIVE & SPARROW DANE
.I A1B 4362 s� Al i 2 620 SF s °, , II ` SHEET 3 .............PLAN & PROFILE-OAKWOOD DRIVE
0,61 AC N 1,64 AG 1 I
b 74 // ^a ,: e Q�/ ___ I);1 rat S� 6 Sri PROPOSED
11215 Sr / ! -` ' 'I LAURIE MEADOWS SHEET 4 .............PLAN & PROFILE- OAKWOCD DRIVE
PHASE T O , GI / ; ; 11 42 �.� Y, I °�, SHEET 5_ .......... PLAN & PROFILE- MEADOWLARK DRIVE
rC 119 65 0--- 5�, / / 2,12 A 16563 sF 1 >,! �f SUBDIVISION
Sandra Elizabeth Hunsucker ? �� 19 At 3202 SF' ROUND SPOIL AREA SHEET 6 .............PLAN &PROFILE-MOCKINGBIRD LANE
D,B. I -29, PG-365 57 1�� -:;s,� , �� Q� 's� I � :• I , a SHEET T,I,,,. ,,,...PLAN & PROFILE-FORCE MAIN
ZONE AR , M I 15460 SF,�� / ,� / / , 1
P 4 16 sF I; � p�� / �� ,, 4I , , 4 .� I SHEET 8 ............. PUMP STATION SITE PLAN & DETAILS
WOODED 1,74 At � / / 126s9 sF , r u� ,,a ,� SHEET 9 .... .,,,,,. „PUMP STATION ELECTRICAL PLAN
o A10 160 4 °.:� ;! p �/ ! // /�.� / ' ��' I I SHEET 10,,, ...... 1LAN & PROFILE-STORMDRAIN LINES "Al, & 111111
m `11 �� ..����� 1 too SF � o /w� sT1G
1160 At (112 I / Nv �,�A ��,� 1 �`� / / p 40 / I „ RRUGATED PLA t
� 1 1 Co SHEET It.,,, ,.,,,...PLAN & PROFILE- STORMDRAIN LINES C & D
1NSTA�LAT,O �� n 1l 11
59 I�IL ���\�������
„ 126GD SP 0� 12601 sF j 9 20 I PIPES AT A sLGP LNC Land Devela meni LLC
p \ ` 1 N,2�:1 ; . \ �� �� / �� , I I BY pTwERSBy THE T OWN
) �R P SHEET 12,,,,,,,,,.�SEWER DETAILS
N84 12 17 W I�1 (112 , ���� -;�� �� � /� 11 1311'9 SF pEQ01RED CITY ENG 01611511, PG,396
SHEET 13 ........ -WATER DETAILS /EROSION CONTROL DETAILS
2 /POST r / / 2I I I I WIN I M.8.59, PG,135
FLUSHING 3 ZONE R -10CUD
RCS kDRANT / 19991 SF / S7pND IU Wl
SAS N
�Cr1TCIi GRATE AND � `
1 a , `t 70 �y ",149 / FfC�. I G >A 1 FRAVCIBY GTH6RS1 �•�__ ��,
ElP / 0 µ� r /1 U H0
15 66 Sr j " W 1� �Q aSF
'RIP RAP A9 "GN 15267 SF w� � I II EXISTING ��•
- -� 1 �� \\ ;,,N;� * s, / / '9 �/ �I DETENTI01�
14 (1118 I ���� '; -: ,�, o o TONi , � _•�� �" , � ` ��� .� 1 � POND
rump / .�,��. .�� 2 -15" RC /. / a l e s r" I
S�ATI01>c' �,`; M r Qt W/ FES / r Q / 1 /' I i� EROS[Ql1T_COINTRaI NOTES
I l P �j �90 ��I 1, SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR
0 I r I9 STRUCTURES SUFFICIENT TD RESTRAIN ERDSIDN FOR ALL
I� ! �� Q��CQ 37 gyp,S A �/ /�/1 �I , �'�"� EXPOSED SLOPES WITHIN 15 WORKING DAYS OF COMPLETION
I 107 SF mp �� 24 / 15479 SF / �G 20980 SF I r " ANY PHASE OF GRADING,
x19984 SF /1 12612 SF Ca
rmri "� �� I q I 20 TONS RIP RAP 20666 SF 9S" �QI ." �jlG� ( (I o - I 2, CONTRAVOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL
CONSTRUCTION 0 , ("
)LIMITS /' S/T FE FILTER FABRIC 4 TONS RIP RAP / 9Q P , \ EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER
I 1 167 tR R/W (TIP) , �� �y STORMWATE W/ FILTE� FABRIC ti/ /ti EACH MAJOR STORM EVENT. FAILURE TO KEEP ERDSIDN
I Al2 I -' / "DETENTION r' K S� b �/� CONTROL DEVICES IN GOOD WORKING ORDER MAY RESULT IN
I 1, 37 AC I�p SgC���gf � � ISSUANCE OF A STOP WORK ORDER OR CIVIL PENALTIES UP TO
I 6i I • A2 !T 5500 'R DAY OF VIOLAT h SITS UTILIZING SEDIMENT TRAPS
0.08 �C ( 1 J / ti/4 . I 1 MUST ALSO SPECIFY A MA M,UM DEPTH OF SEDIMENT PRIOR TO
II !� 13361 SF 13841 Sr �r� �@ (� °v CLEAN OUT,
®► / �Cp 13439 SF
i I I ��p 0 f� ��/ a / �(� !1 �d /� i, 6a I a w' "� 3, THE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL
167 (A e r / �� t� �� 4'� ,� ��� ,� P .� EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS
� ���' � ..,� __Y� � Pr, � N /�Q S" � I IN IMPLEMENTATION PROVE TO BE INADEQUATE,
I !! 62 �'�II 1 .39 AC ,,r%'H��11 ���� ry� (I .,I / ;t��'� �� Nl' +I ( �� 4, LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL
0 p �� 26 1 1 I7 I 1 1 I�� APPROPRIATE EROSION CONTROL MEASURES MAY NOT PROCEED
1341 5F PH r - " 35 1 1. I �RI' UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND
22951 S I � A8 12931 SF 1
I ��9 19101 SF 9 3,06 At p� 1 l A� I APPROVED BY THE COUNTY.
I NE ,r u -�'' ...' �..` ,,,.
I 66I \ a 5, A PRE-CONSTRUCTION CONFERENCE MUST BE SCHEDULED WITH
1 r� I I 34 N °' / 1� CONSTRUCTION 1 1y , 1� 1 I �+ THE EROSION CONTROL INSPECTOR PRIOR TO INITIATING LAND
aI ro I� `�N� LIMITS 1 I I I` 9 11 0 1 �\ l� I DISTURBING ACTIVITIES. FOR INSPECTIONS CALL 252-902 -3250
63 o I 0 1 RP 21956 SF \ FES ll / I !/ \ NWOODS LIME I 1 1 I I �, 24 HOUR NOTICE REQUIRED,
i ( I
14 N� I �6 ( ? ro (`ANN 16 ` ( 1 WE�LANDS 6. NO PERSON MAY INITIATE ALAND -DISTURBING ACTIVITY BEFORE
13521 SF h 1 u
Maruaret Ann 4011 203 W 66 11� POND 1 I ' I ��`� 11 �MMON I NOTIFYING THE COUNTY OF PITT OF THE RATE THAT THE
I 2 POST � Mks 1 1� } e LAND- DISTURBING ACTIVITY WILL BEGIN,
1 Mellon Ham's a I i° PHASE ONE �° I FLUSHING] BAR AOE� 1, 1 / AREA
i ° 6 &� i� I , 1 �� I l I T. PLEASE BE ADVISED THAT A RULE TO PROTECT AND MAINTAIN
I 1 � z La PHASE I NE HYDRANT ; e � 1 1
I LIFE ESTATE I� 3 I w 1 159 EXISTING BUFFERS ALONG WATERCOURSES IN THE NEUSE
I E79-349 64 m NI 13 TON RIP RAP "" N �� 1 FN 1 9�1 IITLANOS LI�e I .- RIVER BASIN BECAME EFFECTIVE ON JULY 22, 1997- A TEMPORARY
I �rme I 1 qlp 11142 SF gR1APRON / I r COMM A EA '��,1 1 J� RULE TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG
rm FILTER FABRIC 1 LOq ! 1• !� 1"� WATERCOURSES IN THE TAR RIVER BASIN BECAME EFFECTIVE
I ZONE AR 13421 SF I roux l �� A 115' �/ 171 X11 9r �fl /lr 11 \ ON JANUARY la 2000 THESE RULES ARE ENFORCED BY THE DIVISION
I z I y 1 0188 AC 1 NCI ., 1 ! ��y I THE WATER TO MR, ROGER
i xl 1�B 1 s I`~' I .� I THORPE, REGIONAL WATER DUALITY SUPERVISOR, WASHINGTON
16g I I PP 31 30 N �� 9 �B � �� N � ,� " 9p� REGIONAL OFFICE, AT (252 }946 6481.
I Al �, I N ; � 1el1AMa / .. 1 r'2
� � I � I � 13423 F 1162 SFN 723312 6F 1 � I F � c I IS N� 1� ,r
1140 AC m I I I N 13175 Sr SF 14631SF 1 13227 SF 9� 1 8, ACCEPTANCE AND APPROVAL OF THIS PLAN 1S CONDITIONED UPON
' 66 I I I 32 CONSTRUCTION / 4 YOUR COMPLIANCE WITH FEDERAL AND STATE WATER QUALITY
1 13852 Sr f h N ( A f N -. LAWS, REGULATIONS, AND RULES, IN ADDITION, LOCAL . CITY, AND
I 14245 SF LIMITS l2 i241+ 6 'PVC WATEs 13 9 SF I� \ COUNTY ORDINANCES OR RULES MAY ALSO APPLY TO THIS
�p LAND - DISTURBING ACTIVITY, APPROVAL BY THE COUNTY DOES NOT
aQ�III� � 1
1590151' q SUPERCEOE ANY OTHER PERMIT OR APPROVAL,
II 169 I 1 129 .33 N 9 FH O' /A =� � �� 9. DENUDED SLOPES MUST BE PROVIDED WITH A GROUNEOVER
m 1 `N"` Z WITHIN 21 -30 CALENDAR DAYS FOLLOWING COMPLETION
I p 66 Q MH 2--/ 11) II I / 0 `� �p OF ANY PLACE OF DEVELOPMENT.
II m 12166 SF DOUBLE - - - - m - - 7 1 I8
' 1 NN �� � � � � 10 RECEIVING WATER COURSE IS NEUSE RIVER BASIN
162' SF W
99" 111 THE LIMITS OF CONSTRUCTION COINCIDE WITH THE R/W
1 B0 I II B8 VI I! `� • ALDNG THE STREETS AND EASEMENT LINES FOR THE DRAINAGE
INLET PROTECTION OD ` PIPE,
1 (TYPICAL) I _ - -SILT FENCE _G� I _ I SOUR , �B_ _i_ (1118-RCP DOUBLE CB-2 1OS1 o I I m ��/
7 I - - - - 25'�MBL - w 1� M A OWLAR DRIVE - MB I
Uzi/ '� � I GtXdSTRUGTIQ 1 b��
x ( 6D PUB IC R/W 3 BC1BC 1
111 1 F 1.43 AG , 1 1.75 AG , Riw (rrP1 a, 2'f POST ;� R E V I S 10 N S
11 11 4 S ow m m 9 �` 73' ,/ FLUSHING II p c�
i 152 �I II o n o 0 1i o o 8 p HYDRANT roN BY N0. DATE DESCRIPTION
ml ' ` 1 �, 14060 SF ~µ_ms A
TEMP RARY 14400 Sr I , LHJ 1 1/1/06 PITT COUNTY COMMENTS
15640 SF1 x400 $F 14400 Sr 14400 SF Il 1 p LHJ 2 9114106 WINTERVILLE COMMENTS
6I 1 CONS RUCTI N I I 1 143s3 SF
M 1 1' I
1 S06° 11' 47 "W 0.24 AC o 71 ENTRA CE d .I . •' Y 10
I 4599 SN "1 0 w 15414 SF LINE IA � �^ r rdi�0rrrr 0Film01a 17916 SF 1 p 4 IPP LHJ 3 10/19/06 WINTERVILLE COMMENTS
30126 10 X10 ' 11 1110 AC►� ! kv 13549 SF ( w . ,•,� "�� .,,.. - °' LHJ 4 10/21/06 WINTERVILLE COMMENTS
AREA RESERVED FOR FUTURE R/W SIGHT I 6 PVC FORCE MAIN it I A� Nv I ,..�.. •�
-........-..-.._..-..........._...._ .._.._......._.l...- .._.._..... ........................................ .-.. _ �IIAKG��.- - -=� `- - ..�................... ...L -. � .,-00,11...0 ..- ...._.. `.�.._.._ Q133 A ._ .. � 1� _.._..- ...._..... ._- - - - - -d ., P� - �.. �" �' "" LHJ 5 04/24/01 REVISE GRADES
Pp -- EIP N "-"-° -- .G�,{,.° -E1P _ _ .J• LHJ 6 05/29/Q1 REV DRAINAGE AREAS
Q6 -��b9 -- -== �_____ - - - -- _� -�r�9 T- =- -___ egg- - LHJ 1 05/31/01 REV PIPE FOR POND 2
2,534' ± TO THE � INT. OF �,� .�....� _-. � = -�.._ - = - -:::._-- - - -_.. �,�_ 19° -_�_�_ �-_
- - -- - - -- - _ _ - - - - - - -- - - - ._ -___. - -' -_ _ .� _. � _ _ a` N05° 41' 3) "E � -�,, �.• .• � "- LHJ 8 10/30/01 ADD WOQDSLINE
N,C.S.R. 1715 WITH OLD TAR ROAD, N,C,S.R, 1700 -�--- ` - �1,�75 °55'33 "E - 358,15' 30.12' • • "�
65,26 NAVD 86 E. WATERLINE PARCEL NUMBER 30307
- -� -
._..-.._......._....,...... �... �..._.._.._..-..._.__.._......_.._..-......._.._.. �.._... �.._.._......._------ ..._..__._..____.._.._.._.. _.._......._.._.. -- - - - -- -- --- -. - - -- ----------.----------------. ._.._.._.._.,_.._.._.._......._ ...� �.._.._.
NIC,S.R. �i ..- .. -..._ _.._..- .......�..._.._.__.. CONSTRUCTION PLANS
Ews,. PP
xL A VR I E E L L I S ROAD t BENCHMARK ISrS SANITARY MANHOLE GENERAL GRADING, DRAINAGE, EROSION
Ir 61z AND SEDIMENTATION CONTROL PLAN
(60' PUBLIC w _ 20' PAVEMENT) BENCHMARK RAILROA SPE IN
.�...e.._.,.. -.
POWER POLE ��� DOWNS-
POWER RAILROAD SPIKE IN ELEVATION 68161' NAVD 88 t POLE NAVD 88 = NGVD -1,151 PROPERTY RECORDED IN DEED BOOK 1546, PAGE 15
ELEVATION 66185' NAVD 88 ``, OF THE PITT COUNTY REGISTRY,
NAVD 88 = NGVD -1.15' WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA
Rosewood Farms,LLC
Rosewood Farms,LLC t '��� DIB1149o, PG.88
D, 8115931 RG, 676 OWNER:
JANE S, MELLON DES I GNED; LES
1 1� ZONE R -15
ZONE AR ' �* 696 LAURIE ELLIS RD,
ADDRESS: WINTERVILLE, NC 26590 DRAWN:
�/LHJ
252- 756 -2129
PHONE:
LES
q
5`
APPROVED:
5 1 I�
1 D0 0 0 00 200,
DATE: 6�28�06
STROUD ENGINEERING, PIA)
GRAPHIC SCALE: 1" -1DG' �f, �r a� ������° SCALEe1"
`�` 107-B COMMERCE STREET
GREENVILLE, NORTH CAROLINA 27858
.J A. MUUDAY, P.E; (282) 756 -9352 SHEET 1 OF 13

f
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6`X6` TTY W/
BACKSIDE TAP �W
Q>
INT. LAURIE ELLIS RD �°-!
0 +00 04W OD �Q!
W3
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o!
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►
6" PVC WATERMAIN_— T
I
MEADOWLARK DRIVE STA 0 +00 p
FOR CONTINUATION
SEE SHEET 4
STA 1+90 SPARROW
ID
.W
SPARROW LANE STA 0+00
INT, SPARROW LANE
TA 10 +486 OAKWOOD DR-
........................
w. ..................... r.................. 1..............•.... r.................. 1._................ r.«........... n.... L.................,..........,....... r.............._... �...................•....•......•.....,..................,.._............... r..... .........................•....• •..........•...... ,..................�........... T q. . .... . . .. •r................ ......... ...... .................
•rlr 100', VC. '••r.,x•.. rrrr,r.rr I
END PAVEMENT
I I I 1 I 1 I I I 1 I I I I ,
I• NT.r NCSR` 17. 13& 00,00HP.';r..,,l•.•,,..r,lr•,,1 .PVI, STA 4 +67;, .r.rl; IN,';•••I •..I
;Irr 1.OD VO r • TA' 0 +00: SPARROW LANE " r r SPARRd ENE • • r l r .. l
t"TA, 0 +0arrr,rrr•�r•rr�...... .......,•rll,r PV-I ELEV64r,001 r.,rrl + ,rrr.,r.•rlr•.•,.I• PVI'STA'10 +44.80' TA1g0.lr•.r,....�
TA 01 55 OAKWOOD' DR ` STA.1'0 +44 86.OAKW O OD DR +
EX.. L-65.3 rrrr INTa ;eTp,07,�. ;rll �,,,1 ,rrrr;.r• ,rrrl P �4�6 rrrl rlrr;... F;E,6� 3. ,r•rrl
661 � r � TA � +�0� 02 QArK�OOD I DR � ; ;STA 20 +57.154 OAKWC�OD rDR � I PV•I ELIEV 64 � 75 � r6� I 1 1 ; I � 66
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p' _ EXr, •GRADE•_ F�E= 63.75' .� �� �fX,Gf�ADE� FrIISH�
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0.14 -21, 56 PROPERTY RECORDED IN DEED BO 1546, PAGE 15
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.. TOH 63133 : STA' 6 +H1 :63 r r r . ; . r . . ; r r r . r r . r 1 OWNER: SANE M ELLON DESIRED: LES
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FRAME GRATE AND
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ENGINEER
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57'05'
L -144, 95'
CH-ZS7 �, 15, 5a, W
102.81'
2-36" CORRUGATED PLASTIC
PIPES W/ 4 FES. INSTALLATION
BY OTHERS AT A SLOPE AS
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-ENDI PAVEMENT: MDI'HGBIRD
:NOTE:, IF O
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MELLON DOWNS
IN, V. I-N 59.25
PROPERTY RECORDED IN DEED BOO 1516, PAGE 15
56 IN, V OUT 59:15
........................... ............... .................. ............... .......... ............. ...... ............ ....
............ .......... .................. .................. 7 ................ ....... ........... '7 .......... ...... .................. ............. ...... OF THE PITT MONTY K61STRY,
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TQP, 63. ?8 3"o �o �", - , ,
WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA
STA- 3+29-15
STA 2+35-07
DESIGNED:LES
TOH. 63,39 . . . OWNER:
JANE S, YELLON
MH-,l 6 . . . . 'INVA, 58'0 62 110
. . . . . . . INV, I,N :1 60.13.
STA D+00 INV O�J - 58.-52 tm
026,q8j . . . ADDRESS: 696 LAURIE ELLIS RD,
DRAWN: LHJ
INV o 0 1 60-13 WINTHVILLEi NC 20590
TOP R. 0, t
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PHONE: 252-756-�129
......... .......... ............................................. 7 ........ ....................... ........ ..................... ...... i--, ...... 7 .......... ...... ..... ........................ ........... ............ ........ ....... . LES
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DATE: 6/26/O6
P ATE��
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PRO�E�T �O V' 50'
MEENVI[l NC 27858
SCALE: V: 114,
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TIE 'TO EXISTING -,
LHJ 2 9/5(06 WINTERVILLE CQMMENTS
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MH.
EXISTING
PROPERTY RECORDED IN DEED BOOK 15161 PAGE 15
OF THEPITT COUNTY REGISTRY.
......... ....... :.T.GP ... 1LEV;..6.L22 ..... ......
........... .......... .................... ....... ........ ...... .................. .................. ................. ........... .........
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.................. ...............
I NV ELEV; 58-57 WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA
I . . . . . OWNER: JANE Sr MELLON DESIGNED: LES
\m, ADDRESS 696 LAURIE ELLIS RD.
DRAWN; LHJ
WINTERVILLE, NC 28590
4
U PHONE: ?�H56-2120,
I , ��, ..........
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--------------- ------------------ --------- ........ ........ .........
DATE'
RNUD ENGINIERINO, RA,
107-B COMEPCE ST, H: 1 50,
P-1 267
PROJECT, NQ.': . . . I . . . . I . . . . I . . . . I . . . . I . . • . I . . . . I GREENVILLE, NC 2785$ SCALE: V: i 1=2,
(252) 756 -9352
DRAWINGAN: , +0G11rs..1,� 7 OF 13
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TOP
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68
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.............. ......... ..........
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LN r 1, r il1JO6, PITT COUNTY CbMMENTS
TIE 'TO EXISTING -,
LHJ 2 9/5(06 WINTERVILLE CQMMENTS
............. ...... .......-....I.................. . ........ .......... .................. ........................ ....... ......... ............ ................... ... .............. . -I. ...............,w.............. ..... .......... ...... ......... -............•....I........... ....... ........ ...... ............. I MANHLE AT
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MELLON DOWNS
MH.
EXISTING
PROPERTY RECORDED IN DEED BOOK 15161 PAGE 15
OF THEPITT COUNTY REGISTRY.
......... ....... :.T.GP ... 1LEV;..6.L22 ..... ......
........... .......... .................... ....... ........ ...... .................. .................. ................. ........... .........
............. .......... .................. I I I "f,
.................. ...............
I NV ELEV; 58-57 WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA
I . . . . . OWNER: JANE Sr MELLON DESIGNED: LES
\m, ADDRESS 696 LAURIE ELLIS RD.
DRAWN; LHJ
WINTERVILLE, NC 28590
4
U PHONE: ?�H56-2120,
I , ��, ..........
............. ........ I ........................................................ .................. ...... ................... ...... ........ ......... .................. ............... ...... ............................................ .................. .................. ........... APPROVED: LES
--------------- ------------------ --------- ........ ........ .........
DATE'
RNUD ENGINIERINO, RA,
107-B COMEPCE ST, H: 1 50,
P-1 267
PROJECT, NQ.': . . . I . . . . I . . . . I . . . . I . . . . I . . • . I . . . . I GREENVILLE, NC 2785$ SCALE: V: i 1=2,
(252) 756 -9352
DRAWINGAN: , +0G11rs..1,� 7 OF 13
0 . . . . . . . . . I . . . . . . . . . . . - - SHEET— 72 . I . . . . . 8,40 1 90 1 Q00 . . . �100 . . 1 2 0'0 1

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DF VACUUM PUMP PROVIDED
BY PUMP MANUFACTURER 1
0
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I
MH -5
1 PP SERVICE LINE
90' ELL
e \
� r \
Io ,
ELECTRIC4v
��j ---- - - -wvv� \ `PLATFORM v 6' HIGH TREATED
1 N61'20 09 W - 524 vv WOODEN FENCE
I-
1 X�;X \ \ \X X;X
\
s I I 80 LF B
� I �i I I PVC SEWER
I L L I II I I AREA LIGHT
6g7.5 PUMP STATIO
`��,�1 WET WELL
31'X35' DRIVE N�,�,—
ENTRANCE WITH I II I II I I II �,, �,��,
6 COMPACTED I I ' I ' ) � N � J ,�.� ,
STONE I 1 �� �t ti MERGENC h N `: N` ; " R
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12 GATE W/ LOCK
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63'
HOL MUNICIPAL
CHECK VALVE
TYPE 5084-4"
4' GATE VALVE
W'/ WHEEL ACTUATOR
8 "PVC GRA
S
FROM MANHOLE
PROJECT NO.: 11767
DRAWING NO,: 011
70
NOTE:
INSTALL 6" OF COMPACTED STONE
INSIDE THE FENCED IN AREA,
NOTE: WET WELL LADDER IS TO MEET _POSY ,HYDR011 �, `'�, WILL OSHA REQUIREMENTS AND
RP�
6" PVC FORCE MAIN
� I
SITE PLAN 2
scuE, I" _ 10' �
141 -1"
0
�1
7777711
rl I"rTf1il1A1 M AT
FORM
Anf 1 I 11%11T
`I "XQ" goo
SCALE NTS 8
VACUUM PUMP SUCTION
CONNECTION RISER
QUICK CONNECT COUPLING
(FLEX HOSE TO SUCTION 90' ELL
OF VACUUM PUMP PROVIDED
BY PUMP MANUFACTURER)
2' DIA. PRECAST
CONC. COLLAR
4" GATE VALVE
WI WHEEL ACTUATOR
0
STAINLESS STEEL-
FLOAT SWITCH
MOUNTING BRACKET
onsom
IMINI
E11111 All
N
Ir. DP o c
a
;UATE VALVE PIPE CLAMP
NON - SHRINK GROUT ;a
ar
.r
HDL MUNICIPAL
CHECK VALVE ,
TYPE 5087A_° I
r a'
6. 6 +_CPP
;8
a'
a
4'
GUIDE RAIL r
SUPPORTS
AS REQUIRED a'
ACCESS LID AND
FRAME ASSEMBLY
(DOUBLE HATCH)
-MOTOR CONDUIT
(SEE ELECTRICAL
PLAN)
ALUMINUM
HANDL`
r— PRECAST CONC. TOP
PRESSURE TUBE IN 2" METAL
CONDUIT TO CONTROLLER
iSEE ELECTRICAL PLANT
6 °X6" STAINLESS STEEL OR ALUMINUM
PLATE AND 2" STAINLESS STEEL OR
d I ALUMINUM TU9E 12" LONG
2" PVC TEE
STAINLESS STEEL LIFTING
CABLE (TYPICAL 1 FOR
EACH PUMP 1
4
dl
it
d
dt
d'
a
GALVANIZED STEEL CHAIN—
FOR FLOAT SWITCHES d
I
GUIDE RAILS 2" SCHEDULE 80 PVC
f 2 EACH PUMP) ;
4 ' DIP
EL 51,44
8" PVC INV, IN °
EMERGENCY VACUUM PUMP ON & ALARM (FLOAT)
ALA�1 ELEVAT I ON�51�Dfi (CS f _PRESSURE BELL f � � r -
I4 "UMP.ON- ECFVr_a0rS6(CSI PRESSURE BELL) -
LEAD PUMP ON ELEV.- 49,56(CSI- PRESSURE BELL)
WATERPROOF PUMP POWER ° CSI PRESSURE BELL
AND SENSOR CABLES WI ROLLING DIAPHRAGM
FURNISHED WITH PUMPS.
CONTINUOUS TO PUMPa'
CONTROLS r r
PUMP OFF ELEV, 41,56(CSI PRESSURE BELL1 °
..- __m-------- --------- - -- - -- -10 LB. CAST
" a � IRON WEIGHT
EMERGENCY OFF & EMERGENCY VACUUM PUMP OFF r
_ - -___ ____ ___ ___ _ _ ____ ,_ FOR FLOAT CHAIN I'll 11
ral'I r�
_ ��,illai�sl
BOTTOM ELEV, �5-56 GROUT SLOPES 1:1
r r ./
V�r\ � 11 Ir IrirS r1'r�Sgr N
�r }I�fyy�i}1"�}
NOTE: VACUUM PUMP AND SUCTION
PIPING BY THE TOWN OF WINTERVILLE
1/2" DIA,
GALVANIZED
U BDLT
1/2" STEELIPLATE
ELEVATION
a
12" THICK PAD
3,000 PrSr 1. CONCRETE
#4 REBAR 12" DrCrE,W,
PRQVIDE 1" CHAMFER " DIA. STEEL PIPE
TO ALL EXPOSED EDGES 2 Q
2T1/2 "X6," _\ ANCHOR BOLTS
G' f d d'
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d1 "''
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Lr MICHAEL STROO , P.E.
ow
REVISIONS

EMS
--7
EIEIIPJIA[ P[GIFOPH
METER
GUN I KULO X %NrIN 240VAC 3 #2,1 #2N,,19G IN
2R CONDUIT 3.04 T CONDUIT
0 1NA
TYPE 3R
110
CLASSRKSP"I
#2 SUPPLY SIDE SE RAZED
BONDINGJUMPER
#2GROUNDING # 2AANN
ELECTRODE BONDING
CONDUCTOR JUMPER
2" PVC CONDUIT UL LISTED _/ 1201244 VAC, 3•PHASE, 4•WIRE, lb "OI COPPER•CLAD
POP VACUUM PUMP CONDUIT SEAL UNDERGROUND ELECTRICAL SERVECE GA ROD
CONTROL CABLE
PROJECT NO.: P1267
DRAWING NO. :, 072
REARVIEW
WIRING TROUGH
TOAUTODIALER ALARM
INBPCONTROL PANEL
PANEL
3 X14,1 I14GYIN DUPLEX
W, CONDUIT PUMP
1" GALVANIZED CONTROL
RIGID METAL CONDUIT PANEL
SEENOTES2 0
2 "GALVANIZED TYPE 4
RIGIDMETALCONDUITS 60AMCB
U ELL SEE NOTES 2 � 3
HIGH IEVElW1SWIICN�SiARiEMfRGENCVVANMPUMP�
CLASS I, DIVISION 1
00USAREA
PER NEC
PUMP CABLES
IN 1" CONDUIT
3 ,10-1 K IN
1 "CONDUIT
ULIISTED
CONDUIT 1ik
TYP, 4 PLACES
HIGH lEll[[ �I:lOA1 SWIiCH�
H"IGHiEI��ES3UREACiIVAi 11WNiRO [ER�
ENBING IAGPffSiBRi�PNES�UBEPCIVAIEI)CO0011ER)
INI I 14 - -- 1 ---------------------------- - - - - --
X POMP SiAhi�1`flESSUREACiIVA1000NiROI.[ER�
_[___j ---------
aHP -IG --- I ------------
PUMPSiOP�PRE�IIPfACiVAIE�WN�a�ERj
01 VEl1`104iWC�810PE0GE0 PMPM� �ERENCVPUMPiP
--- - -- -- �--- ----- --------- - - -- --
�PRE36RBEu
W' LINO DAPHHNGId
8V C�N�ER SVS1Eh4S, INC.
EIECIPI[AL ONE -SINE DIAGRAM
P01 10 SRI
z
0.w
a7
U�
pm
1r11IC3,,ICG,
IN 314" CONDUIT
PANEL "A"
1201240VAC
1•PHASE
3•WIRE
60A MCB
4" DIP PIPEAND
STAINLESS $TEEL
81 K6
N
4 "DIPVENT
GALVANIIEDPIPESTRRPS'
2" WIDE X 118" THICKAT 31•4"
O,CY WITH 112" K T LAG BOLTS
"
4 "DIPTOWETWEII --�
NEMAg•20RGFCI RCPT
IIN•USEWPCOVER
11012N,110K
IN X CONDUIT
ELECTRICAL NOTES,
1, REFER TO SPECIFICATIONS FORAM EQUIPMENT & MATERIAL DETAILS
2, All CONDUITS ENTERING GEL SHALL BE SLOPED TOWARD Ti
WETWELL PLUG WITH DUCT SEALAT PANEL,
1 PROVIDE STRAIN RELIEF AND GNP FITTINGS FORTPANSITION FROM
CONDUIT TO ORBLES IN WET WELL STRAIN RELIEF SHAH BE STAINLESS
STEEL KELUM GRIPS,
4, DO NOT WIRE ANY IKX,1•PHASE LOADS TO THE Hl-[[G.
SEE SHEET 8 FOR SET POINT LEVELS
LUMARK H PSC•Al2.140.120V•LL
�PRO�DE PH010•ELECTRIC SWITCH]
1112" TO X REDUCING BNSHING
2 #12,1 #IZ IN X CONDUIT
CI1SS 4 MIN, TREATED
DOUGLAS FIROR $OUTHERN PINE
WOODPoll
TO PANEL "A" UNDERGROUND
STU&DUT3 "PVCI
CgNpUIT�REIECT�CAI I i
SERVICE ,�,, I
'� II IIII Ilil
,;' II II ii 11lillll
11111111
�/� �� II II lll�llli�l
�, �__ ' __ =�" 11 ►I I 1 1 I
---- ..__ - - - - =� a 1 +1111!
II �' AREALE
fl j j pROV @E1 "GAIVPNIQ II► il1111 jll jll11 pROVip6II4 2 "GAIVRNIlEO
IIII RIGIDh1ETRLCONNI RR"l 1! 1 RIGIpMEi�CONCUIT$
IIII VACUUMPUMPCON�RCLLER II it II it 11 PROMPUMPPANEITOWETWr1L
IIII TOWE1N�Ll II !! II 1 ! 11
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PROMDE2 CONnI�PQRUACUUi�R —1�1 � � ' r ..'�
UP07RCINI IIII 1
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PRUN1.4" DOE EOR0'ER—
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SCALE11 /21.11.01
PUMP SiOON ONECiED LQRD
PI,Ifl1
51711)
141 }II
1�
P�Pdt
51�
23�
1�2
MR,
2MW
RMS SYM MIN
CKT, CKT,
MINIMUMAMPACITY
MINIMUM�'�PACITY
CKT
CKT-
BKR.
No,
DESCRIPTION
A B
DESCRIPTION
A B
BKR.
NO'
TRIP
TRIP
1
M
RCPT.
20
BLANK
2
3
2011
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to
4
5
«I
SITE LIGHTS
I!
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BLANK
6
7
2011
SPARE
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BLANK
ALARM i «
i
8
«
2011
SPARE
TREATED 210
BLANK
SERVICE
«
11
•
BLANK
PANEL
BLANK
BOARDS
NEUTRALTERMINAIBAR
DISCONNECT
OROUNOTERMINUAR
«
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«
BOTH SIDES
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PUMP
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24" DIAMETER CONCRETE 1' ,
ENCASEMENTAROUND 8" ► '
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24" DIAMETER CONCRETE
ENCASEMENT
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TREATED POST (TYP)
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TREATED POST PP.�
ee
Ae
Ae
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EMS
--7
EIEIIPJIA[ P[GIFOPH
METER
GUN I KULO X %NrIN 240VAC 3 #2,1 #2N,,19G IN
2R CONDUIT 3.04 T CONDUIT
0 1NA
TYPE 3R
110
CLASSRKSP"I
#2 SUPPLY SIDE SE RAZED
BONDINGJUMPER
#2GROUNDING # 2AANN
ELECTRODE BONDING
CONDUCTOR JUMPER
2" PVC CONDUIT UL LISTED _/ 1201244 VAC, 3•PHASE, 4•WIRE, lb "OI COPPER•CLAD
POP VACUUM PUMP CONDUIT SEAL UNDERGROUND ELECTRICAL SERVECE GA ROD
CONTROL CABLE
PROJECT NO.: P1267
DRAWING NO. :, 072
REARVIEW
WIRING TROUGH
TOAUTODIALER ALARM
INBPCONTROL PANEL
PANEL
3 X14,1 I14GYIN DUPLEX
W, CONDUIT PUMP
1" GALVANIZED CONTROL
RIGID METAL CONDUIT PANEL
SEENOTES2 0
2 "GALVANIZED TYPE 4
RIGIDMETALCONDUITS 60AMCB
U ELL SEE NOTES 2 � 3
HIGH IEVElW1SWIICN�SiARiEMfRGENCVVANMPUMP�
CLASS I, DIVISION 1
00USAREA
PER NEC
PUMP CABLES
IN 1" CONDUIT
3 ,10-1 K IN
1 "CONDUIT
ULIISTED
CONDUIT 1ik
TYP, 4 PLACES
HIGH lEll[[ �I:lOA1 SWIiCH�
H"IGHiEI��ES3UREACiIVAi 11WNiRO [ER�
ENBING IAGPffSiBRi�PNES�UBEPCIVAIEI)CO0011ER)
INI I 14 - -- 1 ---------------------------- - - - - --
X POMP SiAhi�1`flESSUREACiIVA1000NiROI.[ER�
_[___j ---------
aHP -IG --- I ------------
PUMPSiOP�PRE�IIPfACiVAIE�WN�a�ERj
01 VEl1`104iWC�810PE0GE0 PMPM� �ERENCVPUMPiP
--- - -- -- �--- ----- --------- - - -- --
�PRE36RBEu
W' LINO DAPHHNGId
8V C�N�ER SVS1Eh4S, INC.
EIECIPI[AL ONE -SINE DIAGRAM
P01 10 SRI
z
0.w
a7
U�
pm
1r11IC3,,ICG,
IN 314" CONDUIT
PANEL "A"
1201240VAC
1•PHASE
3•WIRE
60A MCB
4" DIP PIPEAND
STAINLESS $TEEL
81 K6
N
4 "DIPVENT
GALVANIIEDPIPESTRRPS'
2" WIDE X 118" THICKAT 31•4"
O,CY WITH 112" K T LAG BOLTS
"
4 "DIPTOWETWEII --�
NEMAg•20RGFCI RCPT
IIN•USEWPCOVER
11012N,110K
IN X CONDUIT
ELECTRICAL NOTES,
1, REFER TO SPECIFICATIONS FORAM EQUIPMENT & MATERIAL DETAILS
2, All CONDUITS ENTERING GEL SHALL BE SLOPED TOWARD Ti
WETWELL PLUG WITH DUCT SEALAT PANEL,
1 PROVIDE STRAIN RELIEF AND GNP FITTINGS FORTPANSITION FROM
CONDUIT TO ORBLES IN WET WELL STRAIN RELIEF SHAH BE STAINLESS
STEEL KELUM GRIPS,
4, DO NOT WIRE ANY IKX,1•PHASE LOADS TO THE Hl-[[G.
SEE SHEET 8 FOR SET POINT LEVELS
LUMARK H PSC•Al2.140.120V•LL
�PRO�DE PH010•ELECTRIC SWITCH]
1112" TO X REDUCING BNSHING
2 #12,1 #IZ IN X CONDUIT
CI1SS 4 MIN, TREATED
DOUGLAS FIROR $OUTHERN PINE
WOODPoll
TO PANEL "A" UNDERGROUND
STU&DUT3 "PVCI
CgNpUIT�REIECT�CAI I i
SERVICE ,�,, I
'� II IIII Ilil
,;' II II ii 11lillll
11111111
�/� �� II II lll�llli�l
�, �__ ' __ =�" 11 ►I I 1 1 I
---- ..__ - - - - =� a 1 +1111!
II �' AREALE
fl j j pROV @E1 "GAIVPNIQ II► il1111 jll jll11 pROVip6II4 2 "GAIVRNIlEO
IIII RIGIDh1ETRLCONNI RR"l 1! 1 RIGIpMEi�CONCUIT$
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IIII TOWE1N�Ll II !! II 1 ! 11
IIII
PROMDE2 CONnI�PQRUACUUi�R —1�1 � � ' r ..'�
UP07RCINI IIII 1
IIII .a
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SCALE11 /21.11.01
PUMP SiOON ONECiED LQRD
PI,Ifl1
51711)
2K
1�
P�Pdt
51�
23�
1�2
MR,
2MW
RMS SYM MIN
CKT, CKT,
PANEL.
R
TYPE
PLUG•oN MOUNTING SURFACE ENCLOSURE NEMA•3R PHASE
1 WIRE
3
VOLTS
12o a MAIN 6m FRAME 100A SHORT CIRYRATING VERIFY
RMS SYM MIN
CKT, CKT,
MINIMUMAMPACITY
MINIMUM�'�PACITY
CKT
CKT-
BKR.
No,
DESCRIPTION
A B
DESCRIPTION
A B
BKR.
NO'
TRIP
TRIP
1
M
RCPT.
20
BLANK
2
3
2011
BATTERY CHARGER
20
BLANK
4
5
2011
SITE LIGHTS
x
BLANK
6
7
2011
SPARE
BLANK
8
9
2011
SPARE
BLANK
10
11
•
BLANK
BLANK
12
NEUTRALTERMINAIBAR
Q
OROUNOTERMINUAR
4�
t ym
1 z
�F6�� "a�ye�aai�
e
L. MICHAEL STROUO, PE
MINE
E
REVISIONS

EES11
I
I �
1 ,
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(21 24' RCP's
! �1
PHASE TWO
cc
30 z
a rr r
i+ N61ri20 r 09 W -32,00
X24 i RCP
L J i
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------------- 1� (a
DOUBLE CB-3 INLET PROTECTIibN i EASEMENTNAOE PHASE ONE
I (T9 i ~r
rr i _ DI
21 24 RAP r s i N 68
�---- �2 09 1541 gT
1 �, I I I I I I I I I I I I I �I I � I I I II I 1 I I I I I I I I I I I I I 1 I I I I I I 1 i 1 I I I; I I I I I I II I I I 1 tI I I I I 1
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E INV IN r . . • PROPERTY RECORDED IN DEED BOOK 15461 PAGE 15
.. ...... .................. ........... . 1 I.... ..............1 ................ .1. .............. .r. .............. I r ....................... ............. ............................................... .......................... ......... . .............r ..... .......... ............. n.,...... ...... .. . ..... .. .�. ..... -.. OF THE PI TT COUNTY REGISTRY,
...... r...,e.. e. .. ....... n WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA
. • . r 1 i r r r , • . . . r I Ui 0% . r OWNER: JANE Sr MEIEON DESIGNED:LES
r ADDRESS; 696 LAURIE ELLIS RD, DRAWN: LHJ WINTERVILLEI NC 28590
PHONE: [phone] Q 9
I .................................... i I � APPROVED: lES I DATE: 6/26/06
✓ STROUD ENCINEERINC, P.A.
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GREENV1llE1 NC 27858 AFB; H:1” 2 501
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CB -11 END OF PIPE
I I I I I 1 I t I I ! I I I I I I I I 1 1 I I I 1
STA 3 +04,1 81 ; LH� • i r 7/7 /p6 P(TT COUNTS CDNMENTS
;1111111 ;..11;11.. �..CB -11A•r .�.rr.;r...l...•;r.•r 8 ;CB- 12.I;r•STAk4, ;.rr.;l•r.� 97,4�os
:LNJ 2 WINTERVILLE COMMENTS
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. INV 5T 23
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I I I i I I I i I I 1 t I I I I I I I I I I t
1TOH ♦61., 531
INV IN 59.60 INV QU1' PZ ;INV IN 51;54
. I I I r r I r r r r PLAN & PROFILE- STORMDRAIN DINE V& LINE V
♦r,,•1•, \rr. ;rr.. 1..r; \r., .IWOUT'59.32r .. r. INV'OUT'57,44 ,11
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1 I 1 P I I I I I I 1 1 I I I I I I I I I i I I 1
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PROPERTY RECORDED IN DEED BOOK 1546, PAGE 15
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I 1 i I I i i I I � QUO ;s fMabt Ns�� +f��c�l .. O" THE TT COUNTY REGIS A
a u
. r • ��� "�, WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA
OWNER JANE Sr �ELLQN DESIGNED.LES
1 1 , I I 1 I 1 1 , I , I � . A , I 1 , I , 1 , I r I r 1 r r I I r r e , r r • I
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r �• �� r ,M ' ADDRESS; 696 LhRIE ELLIS RD, DRAWN, lNJ
a WINTERVILLE, NC 28590
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N6i94P a s
PHONE:
252-756 —2129
I .I ......, 1 I ............. .................. ......................... c 4.p4 4$;
APPROVED; LEc A
1
. ?s 4 AsPROOO ENCINERIN, P.A. DATE: 6/28106
t I ' r • I • I . t . . r r 1 ♦ ♦ v r 1 I I I 1 I I I 1 1 I I I I I I i
I I 1 I I 1 I I I I I I I I I I I I I 1 1 1 i � ,• 4r y� I
6 P 1261 107 —B COMMERCE ST,
PROJECT NO, Nr1 5D
r, r r � r r r 1 r 1 r 1 r 1 r I r GREENVILLE, NC 21858 SCALE; V;1 °4'
t I I
� ��X00 \ ��I 010• r r I I , r 1��I 00 ,I .� 1 I �p�. I I I � 1 1 DRAWINGlEll 014 1XI 0.0 I 24� I 0. . . . I r5+o�
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- -_. SHEET_IDF��
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0
Z
V
w
0
a
4" THICK PRECAST
CONCRETE COLLAR
(OR 12 ' X12 "X
NOTE: 4" CONC. PAD.)
CLEAN OUT TO BE SET 1' - 3' ABOVE
FINISH GRADE DURING CONSTRUCTION.
UTILITY CONTRACTOR TO LOWER CLEANOUT
TO FINISH GRADE FOLLOWING FINAL PLAN VIEW
LANDSCAPING.
CURB & GUTTER
FIN, , GRADE
3' — 5' DEEP
COMBINATION WYE
221/2° AND) /BBEND
BEND
SCH 80 PVC NpRY�6
ADAPTER COUPLING
/ STUB OUT 1' PAST WYE AND INSTALL
,.
SCR 40 PVC DWV SEWER
22 1/2' SERVICE PIPE @ 1.0% MIN, TUBED BY JONES MANUFACTURING CO,
GRADE,(ASTM 0-2665, D-1785) OR APPROVED EQUAL,
PUSH ON PVC WYE.
MIN, 4" NO, 67 STONE
BEDDING UNDER WYE,
SANITARY SEWER SERVICE DETkI�
24'1
MANHOLE RING
& COVER
TYPICAL
MANHOLE STEPS
q,C1
PRECAST ECCENTRIC
CONE
FLEXIBLE SLEEVES AT
POINTS OF PIPE ENTRY.
SEE SPECS,
GROUT CHANNEL
USE PRECAST BASE
FOR MANHOLES DEPTHS
UP TO 12' -0"
PRECAST
J
I
w
w
N
0
W
0
uj
N
a
N
W
ff
a
>
DEPTH CONE
GREATER ECCENTRIC
THAN 6'
6' OR LESS ECCENTRIC OR
CONCENTRIC
_
I
NOTES:
III-
,gyp" GROUT
_
1, WHEN INSTALLED IN PAVEMENT
MANHOLE TOP SHALL BE FLUSH
1 -GRADE RING
WITH PAVEMENT.
(SEE NOTE)
2, THE DISTANCE FROM THE TOP
OF MANHOLE RING A COVER AND
a FINISH GRADE MAY VARY WIDELY,
SEE SPECS
SEE PLAN,
FOR JOINT
REQUIREMENTS
< 3, EXTEND PIPE INSIDE MANHOLE
WALL 2 ", DEPENDING ON PIPE
V)
w SIZE.
Qz 4. MIN. (11 GRADE RING READ, IN
>a NONE PAVED AREAS, NO GRADE
J RING READ, IN PAVED AREAS
_ _ _ _
F EXDEPT AS NECESSARY TO MEET
0.w ELEVATION,
SLOPE
1" PER 12"
FINISH
am
5, NO MORE THAN (2) GRADE RINGS
SHALL BE INSTALLED,
6u PIPE SIZE
12" MIN, CRUSHED q : 00 : 0.0 , 0
AGGREGATE BASE
100 COMPACTION , ,,
INLET (2) 24" RCP's
PROJECT NO,: P -1267
DRAWING NO. 015
j ° ad >2 ° LESS THAN 2D 4 -Q
20u OR GREATER (i + -rr
UNDISTURBED GROUND 3o OR GREATER 6 -O
TYPICAL MANHOLE DETAIIa
ECCENTRIC MANHOLE 0' -12' 1
SLAB
(
OF GRATE)
2411 RCP's 611 CONS.
4'1 nv,
PLAN
11'-4"
24" RCP L15" RCP
SECTION Y -Y
18" RCP
11TGII 11_fjll
' Y pfd
a a D
o a I
A 6 D
DEPTH: 1' °0"
STRUCTURAL BRIDGE
DEPTH
1
GREATER THAN 6'
ECCENTRIC
� -01.
all
mu
RN
24" RCP L15" RCP
SECTION Y -Y
18" RCP
11TGII 11_fjll
' Y pfd
a a D
o a I
A 6 D
DEPTH: 1' °0"
STRUCTURAL BRIDGE
DEPTH
CONE
GREATER THAN 6'
ECCENTRIC
6' OR LESS
CONCENTRIC
DETAIL W4.D,t12 ")(.58)
CATCH BASIN
PRECAST OR CORED HOLE W/
FLEXIBLE SLEEVE
I FINISH GRADE
TEE ID,I,P,I 3i'RETAINER GLANDS)
1 JOINT-DIP
OPENING ADAPTOR
FINAL
BACKFILL
M,J,CAP 0PPER­J /
2/3 OF END REMOVED ---- COMPACTEO SAND
SECURE WJRETAINER � 1, _�,;
�GLANI) I1131NG�PIPE SIZE INITIAL SPRING SELECT
GROUT CHANNEL OF B -12 , USE B DROP BACKFILL LINE BACKFILL
APE
� 8EN0 (D.I,P.1
(W/ RETAINER GLANOI +a GRANULAR
HAUNCHING °o ° °o °�
/, o oa'. EMBEDMENT ZONE
/ ..00 °gdo NO. 57 STONE
0,0 BEDDING 4" MIN, ° °' °.0 ) 0 n'.
°:o°a BEDDING
oa ap ; a0 / �� UNDISTURBED GROUND
FOUNDATION
MIN - CRUSHED AcNEGATE, sass (MAY NOT BE READ l STONE TO BE THOROUGHLY
P P: ! COMPACTED UNDER PIPE.
DROP MANHOLE DETAIL 2
(3) 24`1
FRAME GRATE AND HOOD
SEE STD, N0.840,03
STEPS STD, NO, 640.66
rWIOX39
:12, -211 I �
» �» 7-
END ELEVATION
PLAN
SEWER TRENCH SECTION DETAIL
FOR VITRIFIED CLAY PIPE, ABS & PVC TRUSS PIPE
14"
lJ/ LT 11kf J
SECTION Y-Y GENERAL NOTES
1, MORTAR JOINTS 1/2" } 1/6" THICK
2. CLASS "AR" CONCRETE TO BE USED
3. THE POURING OF FLOOR SLAB TO BE
ACCOMPLISHED BY FORMING,
4. ALL CATCH BASINS OVER 3' 6" IN DEPTH
TO BE PROVIDED WITH METAL STEPS
ON T-2` - CENTERS,
5, STEPS SHALL BE IN ACCORDANCE WITH
STD NO 25.12,
DETAIL W= (I.1+12" )L58) 6. CCONCREETEBBRICK MAY BE USED IN LIEU
7, JUMBO BRICK WILL BE PERMITTED,
8. FOR 8' -0" IN HEIGHT OR LESS USE 8"
WALL, OVER 8 "0" IN HEIGHT USE 12"
WALL TO 61-0" FROM TOP OF WALL,
AND 8" WALL FOR REMAINING 61"
CATCH BASIN 18
6
u L.4 11 RCP' s
U7
c
i
c�
FINAL
BACKFILL
,
1:1+11 ►1121
HAUCNING
BEDDING -
FOUNDATION
(MAY NOT BE,
REQUIRED)
1,_D„
GRANDULAR
SPRING EMBEDMENT
LINE ZONE
PIPE #57 STONE
-.-_ BEDDING
COMPACTEDBUNDERRPIPELY
( SEE SPECS f
PVC PIPE (SDR 3l
BETE SLAB
K OF GRATE)
24" RCP
24" RCP DETAIL
FRAME GRATE AND HOOD
SEE STD. NO. 840.03
STEPS STD, NO. 840,66
(2) 24" RCP's 6" CONS, SLAB
��_3
PLAN w1oX39 s GENERAL NOTES
uunvzn
2411
24" RCP's
END ELEVATION
1, MORTAR JOINTS 1/211+ 1/8" THICK
2. CLASS "AA" CONCRETE TO BE USED
3. THE POURING OF FLOOR SLAB TO BE
24" RCP ACCOMPLISHED BY FORMINC.
4. ALL CATCH BASINS OVER 3'-6" IN DEPTH
TO BE PROVIDED WITH METAL STEPS
ON 1'-2'1 +CENTERS,
5, STEPS SHALL BE IN ACCORDANCE WITH
STD NO 25.12.
6, CONCRETE BRICK MAY BE USED IN LIEU
OF CLAY BRICK.
7. JUMBO BRICK WILL BE PERMITTED.
8. FOR 8'•0" IN HEIGHT OR LESS USE 8"
WALL, OVER 8111 IN HEIGHT USE 12"
WALL TO 6'-0" FROM TOP OF WALL,
AND 8" WALL FOR REMAINING 61.0°
STEEL ENCASEMENT PIPE
10" X 2" X W THICK STEEL PLATE MANHOLE RING
8 X3 /8 THICK STEEL PLATE SHOE - BEND ENDS' /z" & COVER
FRAME GRATE AND HOOD FINISH GRADE
SEE STD. NO, 840.03 STEEL PLATE SHOE STEEL °
STEPS STD. N0.840.66 GENERAL NOTES 1 " MIN. CLEARANC TYPICAL
ENCASEMENT PIPE Ia- B- -.�6 "� _ — 2' -0" I—
E
1. MORTAR JOINTS 1/2 "± 1/8" THICK „ MANHOLE STEPS ��2' GROUT
2. CLASS "AA" CONCRETE TO BE USED SANITARY SEWER -- 18 MIN,
(O.I,P, REQUIRED) DEPTH
3. THE POURING OF FLOOR SLAB TO BE __ Cl�,l)� SAN _ _ _ _ _ _ PRECAST CONCENTRIC
ACCOMPLISHED BY FORMING. 314" DIA, X 4" LONG SEWER P]PE CONE
BOLTS W /HEX NUTS D.I.P. READ
4, ALL CATCH BASINS OVER 3' -6" IN DEPTH NUTS EA, SIDE _ PLASTIC
TO BE PROVIDED WITH METAL STEPS OF SPIDER, STIFFENER 4" MIN. CRUSHED
ON Ill', _ CENTERS. 10 r AGGREGATE BASE
5. STEPS SHALL BE IN ACCORDANCE WITH CONTINUOUS WELD
24 RCP STD NO 25.12, BOTH SIDES, TYP. SF�UjC� Qa Oa �a oW
6. CONCRETE BRICK MAY BE USED IN LIEU
OF CLAY BRICK,
CORPORATION STOP
ATION 7. JUMBO BRICK WILL BE PERMITTED.
8 FOR 8' -011 IN HEIGHT OR LESS USE 811 FORCE MAIN NOTE.
WALL, OVER 8' -0" IN HEIGHT USE 12" SERVICE SADDLES SHALL BE USED ON
WALL TO 6'-0" FROM TOP OF WALL, FORCE MAINS FOR AIR RELEASE,
AND 8" WALL FOR REMAINING 6' o" SANITARY SEWER ENCASEMENT DETAIL
UNNI 0.. RF FT�F
z
rltT�atE tir aurr ros�ts
TEMPORARY BARRICADE DETAIL
'SURE 1REATED
POSTS
k
t t�jt1 +i��r1
A Be ift m
tla d 1 RA
tla rt
w
6(� I °'P
Nw a
J.A. MUNDAY, P.E.
REVISIONS

MOUND BACKF!LL OVER �— TRACING TAPE i' BELOW
TRENCH TO ALLOW FOR f11S`a'U G RDE
SETTLEMENT
FINISH GRADE
T�
+I UNCLASSIFIED SACKFILL
LO
i
,
SELECT BACKFILL COMPACTED
TO 45"1 MODIFIED PROCTOR-
' � 1
f N USE HAND OrERATn EQUIPMENT
ONLY,
I
TRENCH BOTTOM SHALL CONSIST
1 OF FIRM, STABLE MATERIAL � SHALL
PROVIDE UNIFORM SUPPORT
THROUGHOUT LENGTH OF PiPE,
WATER PIPE TRENCH DETAIL 1
(OUTSIDE OF PAVED AREAS) I
GRASSED
AREA
rl iSH GRADE
PRECAST CONG.
COLLAR
N>
r�
i
n
I
ee
1
0
PAVEMENT
7o,�:
d
VkVE BOX
iSEE DETAIL)
2" PVC SCH 80
ADAPTER COUPLING
L--2" BRASS THK ED
2" BALL VALVE NIPPLE, TYP.
�4` BALL VALVE DE'1 Ali n6
2" POST FLUSHING HYDRANT T
i3
12 GAUGE 6 4" LM 2'W 4° WELDED WIRE HOOKED ONTO
PREFORMED CHANNELS ON METAL POSTS OR FASTENED
TO CEDAR wR WOOD POSTS WiNO3 STAPLES
ULTRAVIOLET RESISTANT (BLACK) FABRIC SECURED
7TO WIRE W /METAL CLIPS OR WIRE AT 8" OFF CENTER
f 'j MAX, SEDIMENT STORAGE LEVEL. REMOVE
4 i SEDIMENT WHEN THIS LEVEL IS REACHED
DR AS DIRECTED BY CONSERVATION INSPECTOR,
, d
I i I
-= —SHEET DRAINAGE !ONLY!
nE I - - --
:N
'
�,n l i �1n P -1267
; ;
.�
CL
DRAWING' NOI
NATURAL GRADE
CARRY APPROK, 12" OF FABRIC INTO TRENCH,
E._
4 (i 'VEP W,mII & TAB gACKFIUl
P i CARRY G''' DF 'WIRE !NTO TRENCH
METAL POSTS AI !VA' 0,0,04, POSTS SHO9LD
BE 3' DEEP MiN,
,�Li AEI C Tj DETAIL �2
1
z
�I
TRACING TAPE I' BELOW
FINISHED GRADE
SELECT BACKILL COMPACTED
TO 95% MODIFIED PROCTOR
IN AREA TO BE PAVED
SELECT BACKFILL COMPACTED
TO 95% MODIFIED PROCTOR -
USE HAND OPERATED EQUIPMENT
ONLY,
TRENCH BOTTOM SHALL CONS!Si
OF FIRM, STABLE MATERIAL d SHALL
PROVIDt UN1'ORM SUPPORT
THROUGHOUT LENGTH OF PIPE,
MATER PIPE TRENCH DETAI4
(FOR AREA TO BE PAVED)
NOTE:
VALVE BOX
FINISH GRADE
PRECAST 6 THICK,CIRCULAR
CONCRETE COLLAR /PAD
iMOO PSI (
n
L i +A! 1fE 9Ox
NOTE:` UpSE 4L(VE BOk
TER LINE
CTATE VALVE DETAIL 3
SHOWN FOR CLARITY,
SEC END 'V'IEW, rlr�TEi}
Bqk
ALL FITTINGS ARE ;--
BQX R CONCRETE
SCH 80. COLLAR uNG�u�D
FINISH GRADE FINISH GRADE D'�
' UNGLUED IT` ,
SCH SD PVC GAP !I it
TRANSITION
a
COUPLING 4B BEND
NEW CAST IRON
TELESCOPING �'�
BRASS VALVE BOO; ASSEMBLY j
NIPPLE�j
:
2' BALL VALVE
R �! 1
TAPFEU
PLUG CONCRETE SCH 4D 1 PIPE � j
f L T �n n w,aEn LENGTH 6 SIZE AS
j j t j i Iii.NuSE 81 nu ,IE Ff}, E it I
R Ef'..R..
UNFORMED ! '�
NOTE: �I
, - — - PLI fG jD RE Ii; , •, . '; i r ,
WRAPPED IN PLASTIC
PRIOR TO POUR, BRASS
/ °O° 9EN0-j �-N'PPLES
PVC WATER MAIN /
L
SIZE MAY VAERY, / UNDISTURBED SCH 80 PVC
SEE PLAN, SOIL 1RANS',T I ON'
COUPLINGS
2" BLOWOFF DETAIL �
93
FIBERGLASS ACCESS COVER
2" SCH 40 PVC
4' GALV, ELL
REDUCED PRESSURE
PRINCIPLE BACKFLOW
PREVENTER
WATTS SERIES 909 RP2
OR EQUIVALENT
DRAiN
---� t FINISH GRADE
SCH 40 PVC
2" MALE ADAPTER ---
2" REDUCED PRESSURE BACHLOW PREY NTER
ABOVE GROUND INSTALLATIONS
21,_0„
:
u nno
qo
o�� 0 C'
inn no n
1 �
n--2O TON RIP RAP
i �b 0(
o
i ilk 1:Drr �l
; r TOF OF DAM 24'x15" RCP' S
I i W/ FES
RIP RAP DETAIL
EROSION CONTROL DETAILS
I I
ASTM D- 2737
SERVICE LINE PIPE
Ii/4'' DIA (CLASS 111VEJ)
LENGTH AS REO'D
CORPORATION STOP
YOKE 8 BOX
USE SERVICE
BY OTHERS
"L- -KEEP LINE SLACK
r(ATER MAIiJ PLASTIC STIFFENER
5' BEHIND CURB
rNOTE: BOX TO BE INSTALLED BY UTILITY CONTRACTOR
SERVICE SADDLES SHALL BE USED ON ALL W'AiER LINES
4" AND SMALLER IN DIAMETER,
SERVICE SADDLES SHALL ALSO BE USED ON 6" AND LARGER
PVC WATER MAINS WHICH DO NOT MEET THE REQUIREMENTS
OF AWWA C -9,00, CLASS 150,
MINIMUM COVER OVER SERVICE LINES SHALL BE 24"
TYPICAL VA" � A TER SERVICE n
VARIES
FiNiSH GRADE I EXISTING PA''6 ROAD FINISH�GRADE
i '',E,. ,., , a • °' • ° •fig_...:. ---^�_
6 E
NOTE.
NwW CASE IRON STEEL ENCASEMENT TO BE !NSTALIED rN
R ACCORDANCE WITH DESIGN PLANS AND
rE L ESCOPING SPECIFICATIONS -ALL REVISIONS OR MODIFICATIONS
ALVE BOX ASSEMRIY RECUIRE PRIOR APPROVAL,
I
NEW GATE VALVE
SEE PLAN FOR SIZE �- STEEL ENCASEMENT PIPE
CL STL, CASING
e t j{ I AR
I , CL WATER esIn
PVC WATER MAIN ENCLOSE END W18" DUCTILE IRON PIPE WITHIN
CASING REST ON BOTTOM
SIZE MAY VARY, BRICK MASONRY OF CAGING,
SEE PLAN, 2 "WEEP HOLE
NOTE: 411 STONE CASING SECTION ENO M%TION
8ACKS!DE TAPPING OF EXISTING MAIN
SHALL BE APPROVED BY THE ENGINEER
PP,IOP, TO INSTALLATION OF TAP,
ENCASEMENT DETAIL
3)
,'mil
3 X PIPE 01A1 001
PIPE DIA, -
DRAINAGE PIPE •Q�' I
R1P RAP
-;I
0l
I
i Le (LENGTH OF APRON)
a
+
d
0
w
e
d
RiP RAP DETAIL
9
�3
i)MYTIONT DAND QPPTiON
1J 1J I v 111 10 1 V/ 1,1) 0 jj v i
DE EN TION POND DETAIL
1�
V,TArn TOTl nprPATp {Tq
L. f�AI JLIP111a1J
j -- STREET RIGHT OF NAY
OR AS NOTED ON PLANS
I
iI
j}
[FIRE HYDRANT, PUMPER NOZZLE TO
i I E BE PERPENDICULAR TO STREET
s n, c
Nub.
ELEVATION AS 1, CL TO BE PLUMB. IF ADJUSTMENT
�1 SHOWN ON PLANS
tT 15 NECESSARY AFTER PRESSURE TEST,
RETESTING MAYBE REQUIRED BY THE TOWN
OF W'INTERV'ILLE.
1" MIN. TYPICAL 2, VALVE BOX SHALL NOT BE INSTALLED
24" MAX" I '�' Ya!YE;5 — ,N CURB & GJTI°o,
iSEE DErA1Ls
FINISH GRADE
I �U
L4 �,: � II �� • " Y,
PROVIDE ROCK SPILL_ .^ -
AROUND WEEP HOLES LOCKED
I' HYDRANT TEE
E�
-WATER MAIN
SLOPE TOP OF CONC, I o l
TO PROVIDE DRAINAGE .`
.e,
FROM HYDRANT REALM,',
�� UNFORMED GATE VALVE
CONCRETE
FIRE HYDRANT INSTALLATION DETAIL
FINISH GRADE
GATE VALVE
DUCTILE
IRON{ PIPE
��iT kASHEO SIDNE
f
Eq' MLR£ ESP, H ERAL NOTES:
(WRONAHE 101N1 1. 01Ni S1141 BE &TC, �111" i110 RESIX0 m ITS V, 1111 DTI e4i .IS
OEN THE SEG3NENP N4 mmam m "I x DESIGN Kpr4 (f to IV.
A 2. RE:gYE9 SEUiiENT SHALL BE DEPOSITED IN A MIZE AREA RIO IN SOON
A WANER NAT li MRE NOT ERW&
3. iMfl STRHCnRE SNAIL BE INSPECTED WIER RN MIN EVENT AND REPAIRS
7 WOE AS NECESSARY.
;, 31)7 fif% WATX %kt SR CAARIEO Oii IN SIB,' A W916 T9T
STORAGE AREA EROSION ANO WNWR PD.LUTIQI AK N181012E01
B. THE SEOINENT TRAP SNR.L BE k0to Air DE APIA 5RIZE0 EIEN HE
ORAINADE WIN HAS BEEN PROKLI STAKiE-
Wv, BASIN
d, NIKE a ImLATION SPOIL BE IN A,= 11TN St, NO. 20a.
t. WIRE iESH 94L BE HARDWARE WIN 23 t4E NIN, ABO X NAVE i14
XR isR � EaRiEl
I
PLAN VIEW
ST74E
WIRE NESH
rv1,4 OR 47 WA 0 STONE
� r
IIr,1 •T�
.III . E A•,
'II�II"4111�IIw � l ,
STORM INLET 1c
SEDIMENT TRAP 1
��II �NII �n�ll �NIi
DEMKION POND CROSS SECTION
AM � dW
pl !P t fl4
W
AAAllU 9t CSC
a{ qU'4
r� J.
�4PVa E4,ELEi`I ;AS
TW2e�d6ffTAASA
,
J A A MUNDAY, P. E,
IrAI ui: Anu
Yt"LYL UVii
TAPPING TEE
L` i S T IN G 'NAT. E M IMAIIN
M,J, 90° BENDS (D, I,P,) STEEL CASING
W /RETAINER GLANDS, T9. F SEE DETAIL
Ij
D, I , P. II,
CARRIER PIPE THROUGH
CASING, SEE ENCASEMENT
DETAIL,
BACKSIDE T AP DETAIL
J
1�
28�
I
d1 Op a
0 0 MODIFIED VALLEY GUTTER
0 ° °°
a °p�Q E
2' -3' CURSE ACCRECAI
00 DEPTH
a
0 u° pG
°0o 0a
°p0 90
�° a
° qa c
EXISTING ROAD
CONSTRUCTION ENTRANCE
11
I�
REVISI0NS
Y 1101 DATE DESCRIPT1Or
LHJ 1 =1 D/19/061 ADD HYDRANT DETAIL
LHJ 2 5/02/011 REVISE GRADES
WATER DETAILS /EROSION CONTROL DETAILS
YN` ��� Oar NS
PROPERTY RECORDED iN DEED BOOK 1546;
PAGE 15
OF THE PITT COUNTY REGISTRY,
WiNI ILL[ TOWNSHIP PITT COUNTY
NORTH CAROLINA
OWNER'
JANE S. MELLON
DESIGNED` LES
ADDRESS:
696 LAURIE ELLIS RCA
DRAWN. /I
WINTERVILLE, NC 28590
LHJ
PHONE:
252-756 —2129
APPROVED: LES
S RGUD ENGINEERING, P1
DATE: 6/28/v
1-01 COMMERCE SIREN
KCAL E = AS SHa jlu
(,REENVIULE, NORTH CAROLINA 27856
(252( 7569;152
SHEET 13 OF 13