SW8950512_APPROVED PLANS_19950804

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 950512
DOC TYPE
❑ CURRENT PERMIT
© APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
lq`�SoB�`t
YYYYMMDD

I
VICINITY MAP
NTS
mom miy�111MEfflNL'NqN1KRTH FOO LINA
N/F
Robert Monroe
10
1
N/F
Robert Page
N/F O7
Alfred Smeilus
N/F
. Charles 1
Howell
_z; _
wi
�~
17
i
11 12
I
t5 I
18
(- YSHOREWOOD II-IILLS
SUBDIVISION
14 13
03
1 'I'
Mf !1 li i pl
3g!•
0 17 II
l8
iI
4 n I I
I {
MASONS= SOUND ROAD
SEE SHEET 90 OF 100
NEW HANOVER COUNTY SAN. SEWER
PHASE II CONTRACT I
NC PERMIT NO. WQ0002632
NOTE: COVER SHEET FOR INFORMATION
PURPOSES ONLY. DO NOT SCALE.
SHEET INDEX
C1 — SITE, GRADING, DRAINAGE, STORMWATER
MANA ;EMENT AND WATER DISTRIBUTION PLAN
C2 — SANIT CRY SEWER EXTENSION —PLAN AND PROFILE
C3 — DE`Ii AND NOTES
J MO
4- AUG qS
:56u 7gso52
E 0 E o I k 0
JUL 2 6 1995
DEM
PROD # Sw8 9-4505(2,
PHILLIP G. TRIPP, P.E.
211 North Fifth Avenue
Wilmington., North Carolina 28401
Phone [phone]
Fax [phone]

N"W
EIP &
1i 10
N/F
Robert Page
Db, 1482, Pg. 1361
' 30' (�E
i
s
NEW GRASS SWALE p NEW GRASS SWALE
5:1 SIDE SLOPE f I ! �' 5:1 SIDE �'SLOPE (MAX.)
(MIN.) 1 h,
�.I. NO. 2—
` '" O TOP- 2-2.3
N/F ` ` �TST• NO. 1 INV. 19.1-- ---
Nlfred Snellus
\ Dh, 148Z Pg. 1439 L �' 30�' DRAINAGE
1 SF In, 24' RCP 2:' <� -�_ _� � _'_ �•„`"�
EXIST OPEN PITCH
10'
Inv. 24' RCPC N`/:� 19L/•1 !,�
14.18 Y" �J
-E:D, '71
J
"OPEN - 0
AGE 2
\ 0 N m
\\ TST N0. 2 -
N0. ' D. 4 O
1
an-etin9 18,> 'F.E.S. 5 p t
\ Axle- 1`9.50
120' DRAINAGE 00
— r- EASEMENT �.
1- L 0, A
\ t 1
y
N/F
Charles SDMH, NO 3'
Howell 1
�p Db, 986, TOP . 24.5 .. `
\Poler Pg, 399 1 INV. =19:'66' SDMH N " '\,,
\ TOP 24k `
\ I NV: ,20.110 .` .
\ 1
\ 1 O
Pawer
\ Pole
Ca e
Pho
Pede Ci s
\ SSM NIP
Shek
Iny,
Inv; 13.4
NOTE: SEE DETAIL SHE'-f FOR SIZES
OF ENERGY DISSIPATORS AND
TEMPORARY SEDIMENT TRAPS. SS
-�
Ril
Rin=26.7......_ C Ri7
shelf=14.08
Inv; 13.57 - ...
r
El
I I 26
N/F
Robert Monroe 1
Db, 684, Pg. 526 i f
2 I , 26— �, ECM EIP 487.19 �-►�- I Control
Comer �S
N 30'59920' E ...... — — pREWppD S �N
NIPl� — 17 SN SV�DI
Mb. 7
C) I i
y i fL—
,I I
6" BLOWOFF
ASSEMBLY i
it 15
I
l 13 i
I I
I
v1
Iw
I � I
14 13
I
I
I f
'I I
�I
C.I. NO. 1 `
TOP 22.3 15 I 1
INV. 19.4 30' DRAINAGt` I
EASEMENT 11
_ _ r
r _ 10'
INV. -E-D. NO. 1 _ I
241 RCP
f " NEW GRASS SWALE i 1
5: 1 SIDE SLOPE (MAX.) I 9 I
2.1'
- (�) FIRE HYDRANT ;,SSEMBLY 1---
Im
- j J
LV
25/
(m
1
19 nX i I
x,
� II
IF
T
NE
ISDMH N0.
TOP 25.0 R1
INV. 20.60
APPROX. LOCATION
NEW "PROJECT' SIGN
7.515 20' 15' 2' 0' (1) FIRE HYDRANT ASSEMBLY I
-18" F.E.S. GRAVELLE CONSTRUCTION
INV. 21.0 I ENTRANCE (SEE DETAIL)
E.D. NO. 3 30'R Inv. 15' RCP
I/ .L - ':
� ewAOF"r�1li
I
i
I
I
I
veil
' I I
T,
In,.=13.94
Inv =13.94
MASONBORO SOU
i°'l�
1,
D
60' R/W
(PUBLIC)
„ APPR3X. L!)CkU[kV__
EXIST. 8'
1O'x70'
SIGHT TRIANGLE
Inv. 18- RCP
22.17
PPoler 18"
RCP, FIELD VERIFY LOCATION
1
8
TEE
DRY JACK
& BORE (SEE DETAIL)
Benchmark Elevation Set in AND
16' Oak = 28.43
INVERTS WITH NCDOT PERSONNEL
2
8
GATE VALVES
45 LF 16"
STEEL CASING 1 /4" WALL THICKNESS
MATCH EXISTING GRADE 25.5f
1
8"x6"
REDUCER
50 LF 6"
CL 51 D.I.P. WATER MAIN
1
6"
GATE VALVE
1
8"
GATE VALVE
TIE
IN
TO EXISTING
8"
WATER MAIN
4v3 �
LEGEND W
EXISTING CONTOURS
a lQ
PROPOSED SPOT ELEVATIONS
TEMPORARY SEDIMENT TRAP F 0'
(SEE DETAIL) d U �
ENERGY DISSIPATOR
E.D. NO. 1 (SEE DETAIL) .4 o CO '�
�z0�
TTSFx TEMPORARY SILT FENCE a �' 10
�°��
O aD rn rn
i� Z . a�
CQ a �4
NOTE: 10' UTILITY EASEMENT PROVIDED
ALONG THE FRONTAGE OF ALL LOTS.
v ,
SITE PLAN
1" = 50'
50' 25' 0' 50' 100' 150'
S E A L
Z 17374
DATE 05-18-95
DESIGN PT
DRAWN AC
C1
i
SHEET 1 OF 3
9534

REVISIONS
row_PLIA ac v6ssas2N 0" SITE WORK NOTES Descri tion
11/2"Two 1-2(NCDOD 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING 1 P BY
ow
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. 7R21 i AMM q1Rana � PG
III_ `- � - 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMBS
6.. ADC 90W (NCP00 OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
f`v000rm to 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS
COW. tO III= v VEGETAION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
TIaEATEDLA1p5CAPE I III=III=III=1Ti=III=III=III=III=II armtae MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
f1M�R i iorm 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
(V s„ Asr 211 rrAACMD aaae '" REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
NCPOf 91D. NO. PLWCY VW05. MODEL OI SN��Oq_�wxorseAee 640397T.eOR �eaW 5. DISPOSAL CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
wx APFROVW EOUk `m poem �+� I - 1 W 5rD5OL REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
A`MiM-frAV91,1W nabs ntwne e►nFF w,•ne o1 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
CI B� PT� 1^I aeax ELev.vA1�5 17DILlFYB C ��� /swwmr"_ 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
aGovt!R � N15i •A - mmm Note, rA%ftV9W59CTIONMAY VNN EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
s" s'1 DereNTNG WON rn D cowmorn. FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
sraaslar °R� COiO�W B. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
GOAVINAT)ON _rt 97�0201
� _-- I R1 '°' -wow � a•esoes•1 ammer W / OVMW� PROPERLY PERMITTED FACILITY AS REQUIRED.
MAX45. 9WFEP rLOw > a+vosw ALTWI PAW~ SCGTION. 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
BENn5A5R�Q'D 1H•ACIFSCMArF TFlORCfIONS pAV�IVI�N1' G1'10N IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
IMARMOwaMOrR•n.awsns ImAcmmcrNerrmTmcTwle EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
AFFMAILS ArFMA sAramNeswasM
NIPPLE PERCOUIN 9000FM00W. 6 tseroFleVSNr�'e¢�arAatY 0mft rwAouff ma wfo NTS THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
W000MENT5 rape aol a>Nar<,ue R�e^01�'16H^m"r 10. THE CONTRACTOR SHALL BE RESPONSIBLE COORDINATE TO DISCONNECTION/
MNN AS �,p RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH THE
50 FLAN FOR Fro CROSI/I►1 //Oa7A ��Y H17 APPROPRIATE PERSONNEL.
OPMWMIONa �5 VWNfIf/71V1�I �/1�1�RVV 11. EXISTING SURVEYING PERFORMED BY HOBBS SURVEYING CO.. INC. AND SUPPLIED BY THE OWNER.
.. ,/bl�/���G e� G�us �7�THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
i rL►/� fi/VC 712D'R�b PRIOR TO INSTALLATION.
\wCtl � /I/ C �/���G" I"OrIf mfAL r 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
yrliR ICVW A HIS WORK.
vAMS(10 MNw W5 METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
5mx1 oRwgoDrOSr A OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
I I - win FAMC 15, ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
I I L MN.124/2GA FLTCRFAVW A WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
Nr ao W 5 ` p�/ �„ 5F9 AXVASION OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TISMEDLMDXJPCtINtOCIC I I n TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
I I V z" aVM 60
StIm IsrroacENeNr 16 ANY DISALL CREPANCIES ES TO THSHALL BE ED FOR ENGINEERSITIVE PRIORDTOIIINSTALLATION.CONTRACTORARSEAS HALL REPORT
LL BE
I I I 1 6" ` ' ® C POLYmw SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
17. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASUETED JOINTS
b � A.MAS00-P 1/2 / �1� I I -A �tORrAaacsr�er4ow AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
@ atown LONE Meer ROPE I I I I iv I I mo° 18, USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
e ornNUMITErm ' �� I I 6^ MN. MWAIM %CnONA,A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
510, U U NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
5L•GTION A -A 5>•E verA� „A„ NIGHT LIGHTING.
viaroLE a aPe 40- TeaFAN MAX shore N01V5 71f r VV I/M. 19. DUCTILE IRON SHALL BE CLASS 51.
LevM 2,1 �.I� mm 20. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
eFMCO 'ry 14x Ld MAN ROILbY. 2,1 1, rENILi rAemc SHALL ee IC OF n^ N WVnian STRENGTH OF 3000 PSI O 28 DAYS -AIR ENTRAINED.
GOM5NATION FbI.Y 1 I/ 111 5KA" MW A MN. Q W1ZC5 WTm 12 911AY v
40, Ittalr•Or-WAY 5PALNG. 21. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
6„ 2 FAVW %"J_ W For, MaClM CO. MM Aw MN Q BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
a 4611 N wpm rAemc %V" OC FA91ENCD irr_ APPROX. I yj_ - a6.0t PAID FOR BY THE CONTRACTOR.
ACAaWa"AcmOC p rOQ COAL" " S TV sAX /NA.1 YTo� rAmc MIN. I2" MAIc• \ sm 1 j 22. SEE GEOTECHNICAL REPORT NO. , DATED BY V
s✓wV� sV^- IW nV ra� �. OIMM(,1T10N ,�..,
ROPE � s. POSMN. 5'-O" IN Eclair. FOR ADDTIONAL REQUIREMENTS.
CX19r.
' < 4, WOOP F05r SHALL DE A MIN. OF s' N Pth*W *V V T AT AIN� -wr / . � V5 CONSTRUCTION SEQUENCE
StGTION p b G /�� ae r�� ` /� n TO 4' N PLq& R, Wei FAOW SFW L De FA5TErLD
//��������� ��// y�.�sr '�'` VR/faCY AV fiL��V Tv WOOM POW%M Nor LV55 Trwa •v WW yowxs 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR z
NlvV�IIVIA VV1i'M� WIV, 145PVVZN5'R7WLNN2VTOLOOPWA175Ml7 MN.H/2 LOW.
al_m_sc502 MLC OR L9% N w%wm. � A�' EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
n� G ON5fRXION FoNTRANO 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
smpm NT5 ��ORY'5" �� INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. z
� RM�C6��r) 01,L-M-� CA"NO MrCH �<n� 3. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT A SEDIMENT BASIN O
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
lC5PB�4 00 N6 CLA55sN�Or Nis FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. `
�VOUVAama 4. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS O }-
A9 10 � DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM l�
T&. m5ar 50 s" O.P. s" s" O.P. s" ENTERING STORM DRAIN PIPING. V
BI omNG 171MEN90N5 MN. MN. MN. MN. 5. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
5=19M NOM5 �� BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
I Y&WAf'EMAPPFARMYZ5DESW OMR�6EA pre 5EW ® QB © A A I � - INSTALL ALL EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
2. U59 coMMON fflWAcxn55OWY ON WL.A o sires *M mCwrnW �'�• p'�•L / Fwt- sA0a14. / �� �- - CONSTRUCTION.
COMEAPE9r.WMWAW65MOW MMIILEDWIMSb/mCWFWr42M% IrTOd' 4'-O" 2'-6" r'-.'%' �� tzwAw 6. A 4' LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
►��� 7. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS -,
GA1Ls5 Vz
W lalm es f 4. iFRM 6" r' MN. SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
ON TIC K.Iffilks
fo 8. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
ffmI-•1LY15 © °D' aAn1 2oR5 wl�
Ov. 9. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
_PLNI PROVE TO BE LESS EFFECTIVE.
^NnNiS sAa�L =III 6'1 MN, QJ1S51 OR2 I I=„MN10. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
WILO.AE61 I =I I I I=II I I II I= I II I=III=III=�.I -' I ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
AMYLM MD F0n= ACCd7 VM f0 5OL 9513. OR AFPLY s•000 6/.a. `�• -1� �I-L=�I� � =ll. �ri l I I-J�=1 w
aaaw AaaaLM wA,rort Mn soo 6/.m. Iv+wo FOR maa '' z B L am t 11=I I I=I 11=I I I=111. I L-I (L-I I I=TL-�-\x �/.�i.•�
. .:, ..: 1,�/'f roucAaloN rawAaloN Q
Ny �,� © 5Ec110N - PI.LIu I V V , L w r M001W MMIniiL
AFRY 4.000 6/.aii, a N SaWWI�O U WA-M r COVCR OF MIOIIi:R 5=14= BENil7 �5 ras. � 1 12, 6' 1811 PVG PIPE 17UC(ILE IRON PIPE n w �
MILai A43iX av ra W V M ASPHN.r. Ta7JWG. crt NSrn�u orz Df aaNP►Y �� © PLAN T 2 12 6 18
WITH A M tH ANGVRAY f00L. A Pt%W1M DLAM5 5Er I.lA9.V 51RAlatrCiW vE 1 1 11
U5W A5 A MILa1 M1O10" 1M.
51MM , S W AS l SENOR ors �
pAc►r FLIER FAelac 3 5' S' 121, RIM ®�1 MNG G ALS I -I
MAMN INM Oe� A"A 4 5' S' I2,1 50ASro�eCNevENOCA04a p
�-
tl.� 1FE FOLLOMN'. APRI• VdiH 50 b/ av NIIaOCEN. RFPFAd AS AdONAH Lot Iilm d COVCR O C..)
DLSRED.OMtYr MD ONMAY CM AS�NSMAPPEARMa15 PLAInI-•r�E ccTloN-eENn&TEE VIW(WI1 V1/51MOVR UXIaONFTO a A CQ
VARCS FOR Wows ors
coven roP fo x FLI1sti raven om2e omSR Aliens our ar 4 A • Q CQ
/may � CAN= A D WiM ST=M, WICKS OR WMrIC. WF 10 M AS
WOM IP Nr% PPE' �SGtNiW. A 'I „ NO2V ON PLM15 ON a f FR +� 00
Nts - - - - \\\\ 'J r aNti<Nr IAPvve
c'a' IaOWR PId dqp v Fr
2 9„ GOvCR A2R LD MO •F� O I I) 0-
NK LA0e7.EO::ONCRIV 5 „ .wd co N d
- - - - - - 11.5" , 3 - 1.5" LMOWWti'Nf 1•PJV'35r R/ W H co CX
5MLWAY II^1' MM►q,E FRANC a
2 azA55 N ALCOTaTM1GC I� eorrOM of covers
>� �pOpn
Win+arn55NunerAL 1I1 � Fv e• F+ -0.)•-+ .-+
AO_I$COW"5 �a¢AFLTe� � 1 0.ry� ?A - _
.. I 2 / NW L'i In
m
A I B / i b I' 111/9' (4 ^ 1�� �-1
-III__PTffiC/15r5=NMCTOF . . W C\2 �r G.1 w 0
NY. VARL'5 1=
WDISTUaDED sEe 5rm FLAN e„ > - - 48" DVIMCTCR 51V. Pfd.'tiVf MW17LC
5" QiN•T ®OfrOM (1 5 ' MN. WALL THW.955
votroM 5EG11GIN P-0 5EC1I0N A -A I WMA"C478
fJ' %cfm .• AGG �\A/e' C- - - - - - - - -
FORA"ONvIWK
(/ITV VJ Yy/i✓` 6•, MN. wAu, o+artss
Nuslnlu PPE Nor 5}Io1M�. tr 1 � FOR W. D1r. sAam �
W , Nf5 2. L 456 ROrATW Oir Or POSITION FOR CLAM Y. 5 rvP s DJOw seALAW i- � � ) r-9 s/ 9,•
NIAiWAY I ewsm awmv N5m I 2. D6Wt:R•r suns.
- _ _ CAR= Pre CASING t'I'E PI'F SU'PORf A551;MBLY MAfd: N 1NBER 171MENSION5 # _ NEON ma °ir .PER I � -20a
rOOf NO. VM-64 MP4M�\111111rr//�
ROADWAY NOMQdN,17U O C!, 017, WAU I 2 •S 4 A D GAN
11 ( ors ealyL 2' q V 4 sal o�i.as"
IR,�INT I M • N ,1 tl • 11 II ,1 11 N Y• _
WATER METER DoiC �o ° (>9 I(o" 0 U` 8 �Z° x 44 '� >< I/4 x �4 3 ° b •9 3/¢ 3/ I FPE r r covER -12o L.M.
NO. L w T ,• I 'QJ� >00000 {a OI/V,ACtCR q { 00000c MINIMUM B"511ow 5eCTION A -A = Q` E•A C•':
w J NOTES o 0 0 0 00 _ L
DE PINC4 rawAT10N
1. GId3R PPC 5DIr PLWi ON JOPtf ILZ Oi SPPOtf >° t--f- .-L oo°V✓4 MAW rrW WrVR 'S•: •Q2
1 4O' ZO' �' A55'YPCRJOWAW PARRN. JONr. ® o o 0 0 o0`c � 17374
�g 2. CA5NO PPE MAMI'M& 55fM. -�--moo° °o°o° o°o°o°o°o°o°o°o o°o°o°o°o°o°o°o°o°<
t9rOW 50CIM A -A o o_o_o_o_o_o_o
1 1 1 4. FIOr DP GN.VMOa /I.L 51CCL A54MDLY PAR15 AP1ER rAsracnloN.
NOTES: 2 '#O ZO 6' • GA11; VA -VIE! 4. C.4VM IIM M ALL N." MD sO.T5. PtrS �i,�/� •:;�41 ,<.•� • \` `
1. 5EDIMEN W.AP VAJ sE CONS rivo rQSr. I oor wN r OR PLUG VALVE 61, PIPE WITH � 1V 1 Vfi 1 /YES g' Nw. R T ''�,,,,OREG 10\``� \
5UMP %COWLY. THIMADED GAP NIS 6 E%TENTED LP NVNPWtFA51! N G5f
2. 5MMeNr 11W PV k5 f f0 00TYOM Or 5rLLWAY DAR A`CI'KJN C E%TENTCG DASE NOr
WLI. DE NO LE55 TFIAN TWO FEEf.
D. 5FLI.WAY DEFm %MlW M OW FOOT, 6„ P Fors NIAN10.E5 < B• DEEP)
METi;RBOX DATE 05-18-95
4, SroNE FALL %i LD DE NO LE55IWN 6 INaCS 11
PT
MEA51. VPERF WCI1AR6YFROM1,VFALE 48 iv 5fAWAM �.O� DESIGN
or 1W LARGE Srow. PRICK PA% ON DRAWN AC
5("51. 5LDIMENSIONS 51OLI.D &LOW FOR A MINIMUM OF 5pvmz OR UNDI5f133iE10 61RO ND NT5
800 Cr a 5EDIAew SroRAM. CORPORATION 5T
6. DFPIH of 5EDIMew IN 5t" WILL M cwxmD AFTER EACH
5rORM AW CLUAWV AS WM55 W ( MIN. ONCE EALH 6 MONmS) , R 1
WATER MAl NOTE: SEE 5F EGIFICAT10N5 ANI7 OIL? SG7 iDLLE C
-1. IZEMGVN. Or SEDIMENT TRWWU. M,DONE IN SLILH A WAY
A A�3
A5f0bLIMITIT55LLrATTIION. A AGA A' FOR PIPE MATERIAL w_QLIREl7.
Trim oRmT 5et2l fi1V 1 TRWmf/V_ TWC& 611 MOWOFF WAL SHEET 3 OF 3
NT5 N.f.5,
9534

30
25
20
15
I
�� -- — - o - 20' D EAINAGE
..
�.�� I I1° CMP — _..
EA NT
+ ET
EXIST. N.H. CO. SSMH NO, E1.23
PHASE II CONTRACT I I a4
20' DRAINAGE o w
t EASEMENT 30' DRAINAGE ;
EASEMENT
e I iI 4 ��
L TIE IN TO IST. SSMH +� ,i rJ I '�' O I
O I
ti STA 0+00 I SSMH NO. 1 D t�
my, INV. IN 15+82TOP 25.3
SSM
STA 7+90
ClI INV. 20.0 5
-SSMFI' NO 1 `
STA 5+45 STA 1 +
TOP 22.5 �0 TOP 24.6
i
INV. 18.0 NV. 19.0
¢�
I
{ o W SSMH NO. tA• _
g�
4. ;
STA 1+70
TOP 24.3 �,.�... _._.. O SSM'.NO..
INV. 16:50 SOP 476
11
SSMH N0: i B � � �INV. 16./ I
D�iSS G STA 2+70
U TOP 23.8
m� I `INV. 16.90 I 1 ! \ \ I O BOO
ISEMENT O
EXIST_�_
MASONBORO SOUND ROAD
NOTE: 1. SEWER GUARDS REQUIRED AT ALL
MANHOLES.
2. 10' UTILITY EASEMENT PROVIDED
ALONG THE FRONTAGE OF ALL LOTS.
3. SERVICES SHALL BE PERPENDICULAR
TO MAIN AND TERMINATE AT RIGHT
OF WAY LINE EXCEPTION SERVICES
IN CUL-DE-SAC ARE NOT REQUIRED
TO BE PERPENDICULAR, BUT MUST
ORIGINATE IN MANHOLE AND TERMINATE
AT RIGHT OF WAY LINE.
0+00 1+00 2+00-
SANITARY SEWER EXTENSION
MASON BEND
WILMINGTON, NORTH CAROLINA
,,, PHILLIP G. TRIPP, P.E.
�N CARS / 211 North Fifth Avenue
Wilmington, North Carolina 28401
/ Phone [phone]
S E A L = Fax [phone]
A1�7374,5y ;\
NEW HANOVER COUNTY
NORTH CAROUNA
WATER AND SEWER DISTRICT
DATE:
05 18 95
SCALE:,. n 50,
1• 5'
DRAWN:
AC
CHECKED:
PT
PROJECT NO:
9534
SHEET N0:
C2