20011277 Ver 1_Site Plan_20010822

N.c. Hwr 172
vw .C. .R - ~'W__ S .15 N 68 60 R W
NEW 12" - 45° BEND NEW 12" G.V.
WITI1 RESTRAINED JOINTS
NEW 12"x6" TEE z
EXISTING 12"~---~?~ Wetlands Llne ~
WATER MAIN ~ NEW 12" WATER MAIN ~ ~urveyed 9/20100 s INTRACOASTAL WATERw ~Y
I- - t. N _
EXISTING 6" G.V.
NEW 6" G.V. EMER~I,LD DUNES
V;~LAGE
t GUARDRAIL ~
1 1.5 MILES
j N.C,g.R. I 5681
~ NEW6"~ BRIDGE ~ _ _ _SEA DUNES_ _ VILfA _
~ 90° BENDS - - - - - - _ - _ _ - - - - _ _ - - - - - - - - VILLAGE CAP~,.IANI - 1 I
EXISTING 6"•- EXISTING 12" WATER
WATER MAIN TO 6E ABANDONED
~ \ NOT-TO-SCALE
\ _
~ _ ~ -

_ 1 15'±
ENLARGED VIEW OF WATER . `
MAIN TIE-IN AT WEST END ~ NEW 12" WATER ~ ~ O ~
NOT-TO-SCALE I 1
---------------f----_ .__-----------r--------- N
N(1TF AI I MATERIAL Ff1F Ff ! C~NNF(l l(lN (~I h' M I ~~`f~
. ' v" WAILK MAIN ~IIALL UL UUt,IILL IKVN.
~
NOTE: ALL BLOCKING TO BE 2500 LB. CONCRETE. I'
DOTES:
IC BLOCKING DETAILS
I . POTABLE WATER SUPPLY TO BE COUNTY OF ONSLOW.
SEWAGE TREATMENT TO BE NORTH TOPSAIL UTILITIES.
T R 3. LOCATION OF EXISTI RI NG WATE AI R M NS AND SEWAGE FORCE MAIN
ARE APPROXIMATE ONLY AND SHALL BE FIELD VERIFIED PRIOR
SCALE: I 10' TO COMMENCING WORK. ANY DISCREPANCIES SHOULD IMMEDIATELY
BE POINTED OUT TO THE CERTIFYING ENGINEER, ONSLOW COUNTY WATER DEPARTMENT AND NTW~S.
AS OF JANUARY I , 1986, ANYONE DIGGING WITH MECHANIZED EQUIPMENT IN
HIGHWAY RIGHT-OF-WAY, PRIVATE UTILITY EASEMENTS, OR PUBLIC SPACES ""WILL BE
REQUIRED BY NORTH CAROLINA LAW TO GIVE NOTICE OF THE PROPOSED EXCAVATION
TO ALL THE EXISITING AREA UTILITIES AT LEAST 2 WORKING DAYS BEFORE
STARTING TO DIG. THE UTILITY OWNER IS TO LOCATE ITS FACILITIES IN THE.
AREA OF THE PROPOSED EXCAVATION, UTILITY MEMBERS OF ULOCO CAN ,E
CONTACTED AT I -800-632-4949.
r,I ANU ULVt LOYMf M • F'~~ ALL WATER MAINS AND SEWAGE FORCE MAINS TO BE P.V. T - - ~ C AS M D 2241. ASTM D 1784,
~ ~k.UUP, 1NC ~ / ASTM D-1869, 200 P,S.I. PRESSURE RATING. EXCEPT DUCTILE IRON WHER: NOTED.
~ h E~ I ~ ?-7. PG 83 ~ ~ R 5 ZONE ~ ~ WATER MAINS SHALL BE BURIED TO A DEPTH OF 30-INCHES UNLESS OTHE NISE
Q~r ~ i v~MtiNS NOTED.
~OF eP WATER LINES SHALL BE AT LEAST 18 INCHES ABOVE OR I 0 FEET HORIZON ALLY ~ ~ FROM SEWER MAINS AND SEWAGE FORCE MAIN, OR BE OF FERROUS MATE:-;IAL.
O yr / ~ ~ " ~ CONTRACTOR SHALL NOTIFY THE CERTIFYING ENGINEER, ONSLOW COUNTY :~dATER
~ __-------`f - ~ / ~ - I - - ~ JtiM~N} DEPARTMENT AND NORTH TOP AI I S L UT CITIES AT LEAST 48 HOURS PRIOR TO
~ ~ ' WETLANDS ~ c~ P COMMENCING ANY WORK INSPE - do CTIONS, SAMPLING AND PRESSURE TESTS
LINE - / 9. CHLORINATION AND PRESSURE TESTS REQUIRED IN THE P E R SENCE OF THE
K/W , SURVEYED 9(20/00 - 7 CERTIFYING ENGINEER AND THE ONSLOW COUNTY WATER DEPARTMENT.
1 i ~ ; 0. CONTRACTOR SHALL FURNISH NEGATIVE BACTERIAL ANALYSIS RESULTS ANI~ 24 HOUR j 12" 45° BEn~D CHLORINE RESIDUAL RESULTS TO THE CERTIFYING ENGINEER FOR FINAL
EXISTING 12" WATER - /UARDRAIL ~ ~ ACCEPTANCE.
I.5 MILES TO - i NEW N c. nwr. 21o DGe or PnvI:MENT _ v I - i I . CONTRACTOR SHALL MAINTAIN COMPREHENSIVE DEPTH I
\ -BRIDGE~_ _ tXIS11NG I O" FORCE MAIN GUAR~~IL _ - ~ ( AND HORIZONTAL _OCATIONS) ~ ~ FIELD "AS-GUILTS" FOR ALL INSTALLATIONS AND SUBMIT THEM TO THE TI I 29., CER FY NG
2 ~ ~ ENGINEER, THE ONSLOW COUNTY WATER DEPARTMENT AND NORTH TOPSAIL UTILITIES.
N/C - - - - - - - - - - - ~ - - EPK SEE DETAIL ~ ~ - 2. ALL CONSTRUCTION WITHIN D-O-T RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE
NEW 12" WAT R \ FOR WATER 1 LD~L JF PAVEMENT I NCDOT REQUIREMENTS. D-O-T- OFFICIALS SHALL BE NOTIFIED 48 HOURS PRIOR TO
ST END) ~~I~~~~II.~I~~ 15'*_ - - _ _ ~ 10' MIN. ~ COMMENCING WORK WITHIN THE RIGHT-OF-WAY.
EXIST. S S M,h. \ 16' TOr 6.2 3. ALL WATER INSTALLATION MATERIALS AND PRACTICES SHALL MEET THE COUNTY OF i o~~ Tap
el ~wv 2.2 t ~v ( ONSLOW SPECIFICATIONS. PLUG c B~ocK ~ ` 4. ALL DISTURBED AREAS TO BE SEEDED OR STABILIZED WITHIN 15 DAYS OF t~OMPLETION
10' MIN. ~ F ~ ~ ' i I- ~ PGV PP ~ ~ END EXIST......... ~ , , FIST. 5.° I~ exlsT. s.s.M.r,. OF WORK.
DRIVE , TOP 6.c F L\ " GUY - END EX15T. , I ~ ~ NEW 10" i : ~ INV. 0.' TOP 6.0 ExIST, I ! 5. ALL SYSTEM SHUT DOWNS SHALL BE COORDINATED WITH THE RESPECTIVE UTILITIES. ~ INV. oa Ae, ~ ~ I Access
LINES ~ r~~ ~ - ~ I ~ DRIVE FORCE MAIN = ~ I ~ i~G' PRIV 1EDRWL 3" SEW[R _ ~ qA~ EASEMENT
° ~'3S% / CENTERED ~J 5 a~/ IN DRIVE
i0 I~iB L. - . _ _ _ - _ . - ,p , i - _ - _ _ - - _ _ - _ - - - _ _ _ ~ N / I
I- F Fw _ ~ ~ / FXIST.I - n raP 1iyG.5 L- f- TO BE AI ~ F~fIST. 12" WATER MF;IN I I
_ _ _ _ _ _ WITH O.V. 5 60° 15' 15" W -384.7 i' _ ` INSTALL 40 L_F. D.I. _ _ _ _ - - TO BE ABANDONED IN PLACE I
10" PLUG ~ BLOGK s~ n" ~ S.F.M. FROM TAP i?5 a3' - ~ 3 a~' IN PLACE Y TO 10' MIN. BEYOND EXIST. 2" WATER EXIST. I O" FORCE MAIN ' FORCE MAIN I
LXIti, EXIST. 6" WATER EXIST. 12" WATER MAIN v WATER MAIN TO REMAIN TO BE ABANDONED NEW EASEMENT TO REMAIN TO BE ABANDONED \ ~ IN PLACE ~NDONED I
SEA DIiNE_~ DRA,NA,;E. LINE I I
VILLAGE UTILITY a IN PLACE 5 ~a~ ~ ACCLS'` EXGL M B 29. PIS ,'21 - L-1SEMENI Al v qy ~y ~ ~ i.5' AGC,E55
M.B. 30. PG .2' VARIABLE v s~ tASeMeNTFOR ,~0 L07 5 1 ~
R_ ?O ~ONL WIDlt1`~ LXISI. ti ~ g s UIILNY ~ ~ I AUG 15 20U1
M'T 1 \ i
3 VARIABLE zo~ _ _ N_ w,oi rl - N s~~~~~'s~' L I I 8 DIVISION OF 7 ' COASTAL MANAGEMENT
o ~ I I PPtINTED ~ - ~3-0 ~ ~ -
2 6
r~ ~ ~ ~ I \ P~.~KER & ASSOCIATES INC CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS
4 ~ _ , y, P 0. BOX 978 JACKSONVIIJ,E NC 28541.0978
S 6i"40'53' W i
u v
_ IAME~ ~z. s _ ~AME:~ P. ~ _ 5 fi BAPBARA C EDWARD'i BARBARA C EDWARDS
~ ~ II W ATER AND SEWAGE FORCE MAIN RE 0 L CATION
i'~~~ II
T i' Y ~ ` II
t ~ - Ll, h~ ~~i~l~l~l~l~l~l~l~ ~I~I~i/'~ II
it F ,.INL ~ ~i )1)','(NL) ~ ~ ~ I '"""'-t
~ STUMP SOUND TWP., ONSLOW CO., NORTH CAROLINA ~ I
I FIRST LINE ~ _ ~ , ~ ~ ' ~
OF VEGETATION ~ I , ~ ~ ~ ~ ~ ~ , 9-14-00 ' ' ' OWNER/DEVELOPER:
SEA OATS VILLAGE INC.
G ,a~eYn+~~~~,, 610 CALLAWAY WHITE LANE b~~ y I
~~+~A~~~"~ WINCHESTER, KENTUCKY 40391 °W ~~'dn°" `°r";°°~K ~ ~'s [phone]
e'~ ~ ,~Y ` 7~' y46~ II
AI(1TF. I (1TG I (1 !lC C" lCn A I n ni i"i r_i^ ~ i~~ i w nr nr" ~ ~V~ 1'..~.Q. m
vvILa Lk--; I-) J-I U UI LIVILF^LU VUNLD VILLAhC rEMHIN GRAPHIC SCALE: 1 "=30'
UNDER OWNER5111P OF SEA OATS VILLAGE, INC. DATE. 07/09/01
3 • 0 10 20 30 a 60 90
ii SCALE: I -30
[I SHEET 1 OF 1 FEET ~•6~eEaacezlNee° .
Parker & one Aor~~ Associates Inc.
lt: ' FIELD BOOK: VILLA CAPRIANNI :;ITE b2, PG. 57 4 59 Consulting Engineers - Land Surveyors - Land Planners
I; D15K NAME: ACAD 590 P.O. Bo: 976 - 908 New Bridge Street
KLV. 07/26/O 1-Kt W KEV. PER DOT COMMENTS FILENAME: EDV W45FM.DWG JJ5 Jacksonville, North Carolina - 28541-0978 JOB No.: 500091 1-2896 Phone [phone] - Fax (910) [phone]