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GENERAL NOT-,3
1. NATIONAL FLOOD INSURANCE RATE MAP NUMBER
375356-0011-C, DATED MARCH 6, 1996, FLOOD ZONE A-E
BASE FLOOD ELEVATION 9.0-FEMA ROOD ZONES SUBJECT TO CHANGE BY FEMA.
BARE COUNTY ZONE C-2 ALI RII, TAX MAP NUMBER 0800-18.
CEDAR I5LAN0 DRIVE, IS THE SOLL RESPONSi BiujY C. I PROPERTY OWNFRS OF LONE CEDAR VILLACE.
4. REBAR SET ON ALL LOT CORNERS.
5. TOTAL AREA SUBDIVIDED IS 29.2743 ACRES.
6. TOTAL NUMBER OF LOTS IS 21.
7. SMALLEST LOT IS 9152.69 SQUARE FEET (OF EXISTING LOTS). p SMALLEST LOT IS 18420.30 SQUARE FEET (OF PROPOSED LOTS). ~v
B. A 10' UTILITY EASEMENT IS RETAINED BY c\j
DEVELOPER ALONG ALL LOT LINES. 9. BUILDING SETBACKS: (o
ADJACENT TO PUBLIC ROAD: 15' REAR: 30' OR 20% OF LOT DEPTH
I~ FRONT: 30' ' SIDE: 12'
10. OWNER: JOSEPHINE S. KORBACH (DB 810, PG 700)
7600 SOUTH VIRGINIA DARE TRAIL v NAGS HEAD, NORTH CAROLINA 27959
11. ALL UTILITIES SHALL BE UNDERGROUND.
12. LOTS WHICH HAVE PROPERTY LINES THAT FALL UNDER SURFACE
WATER SHALL OWN ONLY THE LAND AREA AT THE BOTTOM OF
BODY OF WATER AND NOT THE WATER ITSELF. ALL BODIES OF
WATER ARE IN THE PUBLIC DOMAIN AND PROPERTY OF ' THE STATE OF NORTH CAROLINA.
13. THIS PLAT IS A RECOMBINATION OF EXISTING LOTS
• 9 y NC. 1 THROUGH 15 OF ROANOKE BEACHES, SECTION A. LOTS 16 AND 17 OF ROANOKE BEACHES, SECTION A
WILL REMAIN AS IS AND BE SEPARATE FROM
THE LONE CEDAR VILLAGE SUBDIVISION.
} 14. THE MINIMUM ELEVATION OF THE FINISHED GRADE AT THE FOUNDATION OF ALL HOMES SHALL
BE 6.0 FEET ABOVE MSL.
15. NO PRIVATE ENTRANCES ARE ALLOWED OFF
NORTH CAROLINA 9 US HIGHWAY 64.
coven THE FOREGOING CER11F1CA1E DF NOTARY 15. LOTS 1 THROUGH 10 SHALL HAVE HOMES WITH A MAXIMUM OF THREE BEDROOMS. LOTS 11 THROUGH
PUBLIC IS CERTIFIED TO BE CORRECT. THIS INSTRUMENT WAS 21 SHALL HAVE HOMES WITH A MAXIMUM OF FOUR
PRESENTED FOR REGISTRATION AND RECORDED IN PLAT BOOK BEDROOMS.
PAGE THIS DAY OF 79_, 17. ALL LOTS RECORDED AS A PART OF THIS SUBDIVISION
BY REGISTER OF DEEDS ASSISTANT REGISTER OF DEEDS SHALL BE USED IN ACCORDANCE WITH THE R-1
NORTH CAROLINA ZONING DISTRICT.
COUNTY 18. FILLING OR OTHERWISE MODIFYING THE SWALES, DITCHES, CULVERTS AND OTHER STORMWATER CONVEYANCE DEVICES
W.M. MEEKENS, JR. CERTIFY 1HAT 11115 PLAT WAS OWNEP,'S NAME AND ADDRESS (EXCEPT FOR THE CONSTRUCTO" 0= A. NORMAL DRIVEWAY
DRAWN UNDER THE SUPERNSION FROM (AN ACTUAL SURVEY MADE JOSEPHINE S. KORBACH UNDER MY SUPERV1510N) (DEED DESCRIPTION RECORDED IN BOOK CROSSING) IS STRICTLY PROHIBITED.
780D SOUTH VIRGINIA DARE TRAIL R10 PACE 7aC ETC.) (DTHER), THAT THE RATION OF 19. UPON COMPLETION OF CONSTRUCTION, AND PRIOR TO ISSUANCE
NAGS HEAD. NC 27959 PRECISION IS CALCULATED BY LATITUDE AND DEPARNRES IS 1/ 10,000+ OF BUILDING PERMIT'S, STORMWATER MANAGEMENT FACILITIES SHALL
THAT THE BOUNDARIES NDT SURVEYED ARE SHOWN AS BROKEN LINES ENGINEER'S CERTIFICATION BE CERTIFIED BY THE PERSON WHO PREPARED THE DESIGN CERTIFYING THAT THE CONSTRUCTION IS IN SUBSTANTIAL CONFORMITY
PLOTTED FROM INFORMA110N FOUND IN BOOK PCA PAGE SL'192.' I DAVID C. JACKSON, P.E. IN ACCORDANCE W1TH SECTION 18-7 OF THE NAGS HEAD TOWN CODE THAT THIS PLAT WAS PREPARED IN ACCORDANCE Willi G.S. 47-30 CERTIFICATE OF OWNERSHIP AND DEDICATION IDE WITH THE TOWN-APPROVED PLANS AND SPECIFICATIONS.
AS AMENDED. N1TNESS MY ORIC4NAL SIGNATURE, R ISTRATON CERTIFY THAT THE LAND KNOWN A$ THE KORBACH TRACT ON WHICH THE LONE CEDAR SUBDIVISION IN 20. SOME LOTS IN THIS SUBDIVISION ARE LOCATED IN AREAS OF
A', I CERTIFY THAT I AM THE OWNER OF THE PROPERTY IS TO OCCUPY IS CAPABLE OF SUPPORTING THE PLANNED STREETS, U11L111E5, IMPROVEMENTS AND NUMBER AND SEAL THIS ~S DAY OF A.D., 20~Q SHOWN AND DESCRIBED HEREON, WHICH IS LOCATED IN STRUCNRES AS PROPOSED ON THIS PLAT. AND.INE SUBDIVSION PLANS ENTITLED "THE LONE CEDAR DAR ENVIRONMENTAL CONCERN AT THE DATE OF APPROVAL INDIVIDUAL
THE SUDDIVISION JURISDICTION OF THE TOWN OF NAGS HEAD AND SUBDIVSION, DAZED NOV 15. 2000 OR DOCUMENTS SUBMITTED BY HOBBS, UPCHURCH k ASSOCIATES, PA SURVEYOR THAT I HEREBY ADOPT THIS PLAN OF SUBDI4ISION WITH MY FREE AND AS BASED ON SURVEY DATA PROVIDED BY MERLE MEEKINS, JR, PCS LAND SURVEYOR, AND IN -ES, PA PERMITS MAY BE REQUIRED BEFORE ANY DEVELOPMENT MAY N
~OL.Jr ~,F,`~t ACCORDANCE WITH THE GEOTECHNICAL INVESIICATION REPORT. GATED NOV 74, 2000 BY GET SOLU110N5, INC. CONSEN i, ESTABLISH MINIMUM BUILDING SETBACK LINES, AND ITIONS, INC. TAKE PLACE WITHIN THOSE AREAS.
REGISTRATION NUMBER DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS, ANO OTHER
/5-no SITES AND EASEMENTS TO PUBLIC OR PRIVATE USE AS NOTED. DATE ENGINEER
FURTriERMORE, I HEREBY DEDICATE ALL SANITARY SEWER, STORM TOWN OF NAGS HEAD NOTES: 1. ALL STREETS SHALL MEET TOWN OF NAGS HEAD STANDARDS
,'6;}~~~ill~~l SEWER, AND WATER LINES TO THE TOWN OF NAGS HEAD. AS SPECIFIED IN THE TOWN OF NAGS HEAD CODE OF ORDINANCES.
+?y'4~~~'' ~ 3~ ref ~4 y1+~,•.•,y.,•• t DATE OWNERS 2. NEW 1' WATER SERVICE TO BE PROVIDED BY DEVELOPER FOR
~ •t}` ~ n" ~`ir NOR1H CAROLINA ~ 'zy? ; CERTIFICATE OF URVEYOR EACH LOT AS SHOWN ON SHEET 7 OF B.
? + Q ~ r COUNn a~, s n W.M. MEEKINS, JR. ~ ,?~E I, RL$ C~ERpi1Fn THAT THIS SURVEY CREATES 3. ALL WATER LINES AND THEIR APPURTENANCES SHALL BE CONSTRUCTED
i ! q~'~i+• I A NOTARY PUB C OF THE COUNn AND STATE AFORESAID A SUBDIIISION COVERED BY T}1L SU I ORDIN CE. IN ACCORDANCE WITH THE TOWN OF NAGS HEAD CODE OF ORDINANCES.
r i~`!~ ~.w U , « CERTIFY THAT PERSONALLY APPEARED / /5 P DATE
j,. ~S+ °•~0'~y~., ~a' BEFORE ME THIS DAY AND ACKNOWLEDGED THE EXECUTION OF ~~F `.'~c_~~'~.°~~~1~'°•~'~~~1y THE FOREGOING INSTRUMENT. NITNESS MY HAND AND OFFlCIAL
I~ PA~ m` +~c~.~X3 rCE~`~`s ~y.P STAMP OR SEAL, THIS _ DAY OF 19_
~~~Rf?3~~"4}S VICINITY MAP
NOTARY PUBLIC
MY CDMMISSION EXPIRES MANNS HARBOUR
I, W.M. MEEKINS, JR., PLS, CERTIFY TO ONE OR
MORE OF 1HE FOLLOWING AS CHECKED BELOW:
STATE OF NORTH CAROLINA ® A. THAT THIS PLAT Is of a suRVeY THAT CREATES A SUBDIVISION OF LANG WITHIN 0
COUNTY OF DARE, TOWN OF NAGS HEAD mE AREA of A couNn oR MuNIaPAUn MA EO y'2
THAT HAS AN ORDINANCE THAT REGULATES i, ,REVIEW OFFCER OF THE TOWN OF NAGS HEAD, PARCELS OF LAND; o ~ for
CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED ? B. THAT THIS PLAT IS OF A SURVEY THAT IS MEETS ALL BTATUTORY REQUIREMENTS FOR RECIXiDING LOCATED IN SUCH PORTION OF A COUNn OR J2 O
MUNICIPALIn THAT IS UNREGULATED AS TO AN ORDINANCE THAT REGULATES PARCELS woe EAD o4T
REVIEW OFFICER DATE OF LAND;
? C. THAT THIS PLAT IS OF A SURVEY OF AND EXISTING PARCEL OR PARCELS OF LAND;
? D. THAT THIS PLAT IS OF A SURVEY OF R ANOKE ISLAND
REGISTRARS CERTIFICATE ANOTHER DATECORY sucH As THE RE- THE FOREGOING CERTIFICATES OF W.M. MEEKINS, JR, PLS, AND THE NOTARY PUBLIC COMBINATION OF EXISTING PARCELS, A z~ SITE o'
COURT ORDERED SURVEY OR OTHER OF DARE COUNn, NORTH CAROLINA, ARE CERITFIED TO BE CORRECT. PRESENTED FOR EXCEPTION TO THE DEFlNI110N OF h
REGISTRATION THIS_DAY OF 19_AT O'CLOCK_M., SUBDIVISION; ? E. THAT THE INFORMAl10N AVAILABLE TO THIS o~ HWY 64/264
AND RECORDED IN THIS OFFICE IN JPLAT CABINET-, SLIDE- SURVEYOR IS SUCH THAT I AM UNABLE TO T TO SCALE
REVISIONS MAKE A DETERMINATION TO THE BEST OF MY
SYM. DESCRIPTION DATE BY REGISTRAR GF DEEDS DALE PROFESSIONAL ABILJn AS TO PROVISIONS GEN REVISED LOT UYOUT 11/00 DCJ CONTAINED IN (A) THROUGH (D) ABOVE. -
GEN REVSED PER TOWN COMMEMS 11 IS W OCJ
SHEET 1 OF 2

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REVISIONS J t~~~~ -,,,~~I~,.," M. DE I DN A E sr ~ r~`, .~~•~e°' NAGS HEAD TOWNSHIP
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10' 2 12' 12' 2' 10' PROPERTY OWNER WOVEN GEOSYNTHETIC UNUERLINER '
TOWN OF N,4GS HEAD I ~ ~ ' ' WIDE DRAINAGE I ~ TOWN OF NAGS Z
- EL=5.62 SLOPE 1/4" PER 1'-O' SLOPE 1 4" PER 1'-p" _ _ EL-5.62 EL-5.62 EL 5.62 _ NEW 20' LONG CLASS B 14 20 EASEMENT. ~ HEAD ZO' WIDE • DRAINAGE EASEMENT r
4 4 RIP RAP WITH NON-WOVEN I ~ r ~C ~ 5 NEW 20' LONG CLASS B ~ ~y .
~1 1 1 1~ GEOSYNTHETIC UNDERLINER RIP RAP WITH NON-WOVEN _ _ w U~
EL=4.1 4 6" AGGREGATE 4 EL=4.1 8" TO 5" AGGREGATE BASE COURSE PREPARED AND GEOSYNTHf TIC UNGERLINER , < < - I ~
6 BASE COURSE SHOULDER GRADED SUBGRADE 6 I ~ k ~ ZO ~
SLOPE: 1" PER FOOT TYPICAL ) MATCH EXISTING GRADE ~ OUTLET CONTROL ~ ,~,y U J ~ o DAhrf u ~ ~ r, o
~ PAVEMENT WIDTH = 12 .,r ~ Q N p
60' A FEET IN CURVE. PROVIDE r ~ Z v A 100' TRANSITION TO ~ U C N
2.5 ~ / d~ W _ I 10 FOOT WIDTH FROM p
BEGINNING AND END - ~ ~ ~ ~ d~ ~ G ~ o d. OUTLET CONTROL STRUCTURE, ~ I OF CURVE ~ ~ C ~ U
v SEE DETAII THIS SHEET / ~ \ Z N
- ~ A & WA T A~ ~ ~ C ~ ~ / 1 ~ N ~ I ~ CENTERLINE SWALE & E1,1 o
Q NOT TO SCALE Z ~I TEMPORARY ~ ~ Ii 1 RIGHT OF WAY ~ ~
a,:~:: o GRAVEL CHECK ~'CI, ~ a C x y ~ V t,,~ v o
aNi 40' ~ 13 DAM (TYP) ~ ~ y ~ Z ~ ~ ~1 1 9 V N
.N LOT FILL BY PROPERTY OWNER ~ _ ~ ~ ~ ~ ~F, ~ - C ~ fA
~ 2" TYPE 12 BITUMINOUS CONCRETE SURFACE COURSE D ~ ~~.A ~ ' ,y ~ ~ ~ p W ~ o, ~ ~ ~ r ti / ~ z
~ UTILITY _ UTILITY a ~=ASEMENT R/W ~ EL-6.0 R/yy EASEMENT D I PAVEMENT WIDTH = 12 FEET IN CURVE. ~ ~ 6.0 O \ - - V Oa M ~ 'V ~ ` ~y, s 75-foot CAMA AEC V ~ U ~ ~ c', I PROVIDE A 100' TRANSITION TO 10 FOOT ~ ti ~ 2 " I
~a \ I LOT FILL BY ; 'NIDTH FROM BEGINNING AND END OF CURVE ~ ~ ~ ~ 2 ~ ~ , 3
~ 10' 2' 10' 10' 2' 10' I PROPERTY OWNER U ~ 21 w
~ MEAN HIGH WE TER 12 ~ ' 1, ~ ~ ~ ~ z ^ , ~ ~ ~ N
~ - EL=5.62 SLOPE 1/4" PER 1'-0" SLOPE 1 4" PER 1'-0" _ _ ' ~ , EL-5.62 EL-5.62 2, EL-5.62 " 1' thh 4r ~ ~ li7
4 4 3 Q Ov ~ ~ ' 3 GRASS LINED ~ 1~ Q ~ ~ ',4 ~ ~
ui ~ 1 1 1 1 ~ ~ : SWALE (Ti P) ~ I Q V y ~ to O
~ _ EL=4.1 4 4 EL=4.1 = 4 0 6 AGGREGATE ~ o _ 8" TO 5" AGGREGATE BASE COURSE PREPARED AND m , O
r, 6 BASE COURSE SHOULDER GRADED SUBGRADE 6 r z J ~ N Q- N Q tN
°o' SLOPE: 1" PER FOOT (TYPICAL) MATCH EXISTING GRADE N ~ N
q• I Y
O
u~ ~ EXISTING 3T X 6' PIER
11 6.
- ~ N A U N A ~ W A~ Ctl 1\
n NOT TO SCALE ~ CENTERLINE OF SWALE I(-
EXISTING 45' X 14-1/2' DOCKING c EXISTING PILINGS (TYP) STRUCTURE TO BE REMOVED ~ z ~
NEW 10'X20' CLASS B RIP RAP WITH 5 ~ ~
NON-WOVEN GEOSYNTHETIC UNDERLINER. ~ . ~ r ~ Z
3 -o TOP OF DAM I -
,v EL=5.4 LONE CEDAR COURT ~ TEMPORARY GRAVEL ° EL=4.75 CEDAR ISLAND DR ~ CHECK DAM (TYP) ~ frl ~ O I ~ I~ ~ GRASS LINED SWALE - ~
Q , a oD I y Q
o ~ ~ 9 0 ~ Z
TOP OF SWALE TOP OF SWALE ~ i • m ~ Z 10 ~ Q B ~G ~ B ~ ~
z jf • ' _ _ _ CAMA WETLANDS ° EL=6.00 o ,t; , ~ - a a 2 ~ ~ ~ ~ O
o LONE CEDAR COURT i 404 WETLANDS ~ IC z ~ L1 - I - TI - -
~ EL=5.0 CEDAR ISLAND DR 3 ~c ao 6 ~Lc ~ ~ W - W
FF m CLASS B RIP RAP WITH ~ GPI m 4 ~ P F ~ ~ a~ 5 z ~ d ~
FL=3.9 4 0 c NON-WOVEN GEOSYNTHETIC UNDERLINER 1 ~fo .3 IS,foof ;~5 8
L , CAMA AE , I~ ~ i ~ ~
° - TOP OF SWALE _ ~ - - - ~z >W
~ FLOW LINE - - o 0 I CENTERLINE 0 ~ Q U
LL I ~ SWALE ~ ~ Q I
~ T OF SWALE 5 CLASS B RIP RAP m FL=4.1 - I ~ Q p Z
~ WITH NON-WOVEN 20' WIDE PRIVATE I ~ ~ W Q "O w -
m GE05YNTHETIC UNDERLINER 5 I c DRAINAGE EASEMENT U z Z
3 404 WETLANDS & TOP OF SWALE f0 LIMIT OF DISTURBANCE m FL=4.1 ~ W ~
L ° Ul o ~ TOWN OF NAGS HEAD NOTES: Z Q <C W
0 4" o 28LF t2" RCP OUTLET CONTROL DAM m 0 z
~ ®0.5 FL=4.0 A SF SF _~.1 ~p~ _ _ ~ ~ 1. ALL STREETS SHALL MEET TOWN OF NAGS HEAD ~ W ~ _ _ ~ ((P.) rn ~ STANDARDS AS SPECIFIED IN THE TOWN OF NAGS O
~ A A L SF SF IN -4.0 18' (TYPICAL} U ~F F d ~ ~ HEAD CODE OF ORDINANCES. 5 5.~ co ~ z W
_ _ > SF SF S SF SF 5.~- , . - - - - - y° 2. NEW 1 WATER SERVICE TO BE PROVIDED BY = z
~ NOT TO SCALE - - - - - - - - - - - _ _ •2_ _ 5.3 CEDAR_ I_SLAN 50' TAPER _ N DEVELOPER FOR EACH LOT AS SHOWN ON SHEET ~ > ~ ~ w cn ~ ISLAM DRIVE - _ _ Gz 7 OF 8.
a .4 6.0 - - - - ~ PRIVATE 58' ACCESS E _ E 58' ACCESS EASEMENT) 5.4 x ~ I o 3. ALL WATER LINES AND THEIR APPURTENANCES SHALL
x - - w - - - - - - ~ _ _ _ ~ 8E CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF
5 4 58- TYPICAL - - - - - ~ ~E - - ~ t P) v NAGS HEAD CODE OF ORDINANCES. DATE: 5~~~~ ~ 5.3 z
~ S~G~~: I EL=4.1 A a , 5F NOVEMBER 2000 J~ >
J _ J F SF SF SF~_,3 % \ SE i - SF S NOTES: DESIGNED:
H F -SF SF SF SF SF SF SF SF > _ _ .6 _ S ETW DCJ 2a' _ so~ (rv~) 1. FILLING OR OTHERWISE MODIFYING THE SWALES,
INV=4.1 a ~nP-1 ~ a (nP) DITCHES, CULVERTS AND OTHER STORMWATER DRawrr.
~ 58' ACCESS/UTILITY EASEMENT U CONVEYANCE DEVICES (EXCEPT FOR THE M F
MGTf'I~ FXICTI~If`_ rnnicrpiirrinu nG n ninp~~ni nAnir~n~nv
W Z a. p „ CHECKED: CROSSING) IS STRICTLY PROHIBITED. ETW
J CENTERLINE OF
_ MATCH ExisTiNC US HIGHWAY 64/264 VARIABLE R /W ExisTiNc rn MELVIN B. DANIELS' - EXISTING EDGE OF PAVEMENT 2. UPON COMPLETION OF CONSTRUCTION, AND PRIOR SCALE: TO ISSUANCE OF BUILDING PERMITS, STORMWATER 1 " = 50
BRIDGE. MANAGEMENT FACILITIES SHALL BE CERTIFIED BY
i r THE PERSON WHO PREPARED THE DESIGN SHEET 1,10.
z CERTIFYING THAT THE CONSTRUCTION IS IN SUBSTANTIAL CONFORMITY WITH THE
- _ f TOWN-APPROVED PLANS AND SPECIFICATIONS.
w cr- 3. ALL LOTS SHALL BE GRADED TO DRAIN ALL BUILT
a 0 UPON AREA TO THE ROADSIDE SWALES.

~ ~ ~ ~ UUUU
m O p ~ p
O O O w ~ 0 0 0
LEGEND OF SYMBO~.~
Q ~ ~ r N LOT FILL BY R/~"~ R/W p ~ ~ ~ N
PROPERTY OWNER 40'
-SF SF- TEMPORARY SILT FENCE
UTILITY ~ EL=6.0 UTILITY EASEMENT EASEMENT
10' 2' 10' 2' 10'
404 WETLANDS DELINEATION
EL=5.62 EL=5.62 SLOPE 1/4" PER 1'-0" , - ~ 3 U~
CAMA WETLANDS DELINEATION 4 ~1 z 1 _ 1 ~ ~ ~ z
_ EL=4 1_ 4 ~ p z z ~
W ~ w w ~ ~ ~
_b ~ d W ~~w EXISTING GRADE U z O O ~
60' - w U U Q
p~'s~o
w ~ ~ ~
TION - ~ ? o~~~ L ~l A R A ECT O ICJ ~
~wwo i~ n~daw
WAS A A U~~ 14 0 19 p ~ ~ U - w W W W
NOT TO SCALE ~ ~
w w w O ~ ~ ~ U
GENERAL NOTES: ~ z z z } ~www
1.) THE CONTRACTOR SHALL CONTACT THl POWER CO., GAS ~ OOU
CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR '.J
THE EXACT LOCATION OF ALL UNDERGROUND MAINS, CABLES, OR LINES BEFORE CONSTRUCTION BEGINS. INIIININIIry1GH ~ ~4i ( j
2. PIPE SEPARATION; THE FOLLOWING MINIMUM PIPE SEPARATION ~ N ~ d ~s
WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS 18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND NN ~ U
10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER Y° ~ o ~p$
(INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE d :
SEPARA110NS CANNOT BE MAINTAINED, DUCTILE IRON PIPE WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND 9i~r II~oP`
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL ~~iljal/j111
FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT
WILL BE MAbE AT DUCTILE IRON PRICES.
3.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION WILL BE MAINTAINED: 12 INCHES MINIMUM VERTICAL SEPARATION MEAN HIGH WATER ~ I
BETWEEN TOP OF WATER MAIN AND BOTTOM OF CULVERTS. J//
36 INCHES MINIMUM VERTICAL COVER BETWEEN TOP OF WATER MAIN AND FINISHED GRADE. 24 INCHES MINIMUM U i/J
COVER BETWEEN TOP OF WATER MAIN AND CREEK BED. SINE L ORE A N N s h r^~
ON TOWN OF NAGS HEAD 10' C A 4.) EACH WATER METER TO BE LOCATED Cj N T1 IS A X to VI v/
UTILITY DRAINAGE EASEMENT LINE IN I f?ONT OF THE INDIVIDU L LOT WHICH IT IS TO SERVE. . . ~ io n ~ UJ ~
5. NO TWO WATER METERS SHALL SHARE THE SAME TAP. ETLPNOS PNpS
) AMP W. ~4 WER EACH METER MUST NAVE ITS OWN INDIVIDUAL C 40 ~ N O ~ I~ ~Z v N
. . CONNECTION TO THE 6° WATER MAIN. ~ ' • r ~ U c ~ ©i W -
SNOREUNE 19 . • ~ J ~ r tq ~ I ~
a
18 I Q ~ Z t N C ~
TOWN OF NAGS HEAD NOTES: ~y~ ~ N
e 6 Z A AEC 1. P.LL STREETS SHALL MEET TOWN OF NAGS HEAD STANDARDS -foot CAM a ) 75 ~1
AS SPECIFIED IN THE TOWN OF NAGS HEAD CODE OF ORDINANCES. ~ ~ U W v c
~ RVICE TO BE PROVIDED BY DEVELOPER FOR 2.) NEW 1 WATER SE ~ V ~ 2 ~ I L ~ = i y cn ~
~ EACH LOT AS SHOWN ON SHEET 7 OF 8. 5 MEAN HIGH WATER C W rn ~ O 2 I vl
~ - 3. ALL WATER LINES AND THEIR APPURTENANCES SHALL BE CONSTRUCTED 5 ~ o ) m IN ACCORDANCE WITH THE TOWN OF NAGS HEAD CODE OF ORDINANCES. V 4 z° ~
m a V U ~ 4, 2 Z ~
a c. ~ ~ _
~ v ~ r ~ W I r
y ~ ~ = o N I ~ ~ ~
_ . U 1 'Q O v N
-i ?..0 75' AEC SETBACK 0 U V y
z ~ ~ ~ S~ ~IYPICAL) 2 2 rr,~ (n O
c r. h .C r N 4.
v Z ~ 0 N
o R=4.1 o ~ I m N Q
N I ~Q
2 7.0
62 o
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~ n In ~ a ~ ~ H ~ ~ Q
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a I ~ ~ Z
w D U m ~ Z I ~ Q ~ ~ ~
w GRASS LINED z "SWALE (TYP) ExlsTlriG ~ ~
o PROPERTY Llf•lE z ~
16 Z / W W J ' ~
I ~ ~ 5 ~ ~ ~ lL D 6 !n . ~ O z O r d
a~ ~ ~ D c / ~ ~ I ~
CENTERLINE SWALE ! ~ ~ ' 1' & RIGHT OF WAY (TYP) ~ / ~ ° U - Z
~ ~ o Z w ~ O
O a, ~ o' O Q ~U
~ o Q ~ ~
D o Z
ni ao W Q "O w C7 -
L o, ~ . U = Z~
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m 0 Z Q Qw
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_.O W <,; J ~ O O
Ul • W , W z
U H _ ~
w- cn r O

¢ M
DATE: NOVEMBER, 2000
w ~w, 'c~
as DESIGNED:
ETW DCJ
> <; ;Q DRAWN:
MF
'w ' rumu~'n•
.`1+k1..
.z © ETW
J.`r art-, SCALE: 1 „ = 50'
O m `
Q i SHEET NO.
CD rat. U ,a 3
cr, i,7} Q $
OF: 8
k ti

m U U U p D p
O O w O
a~~ LEGEND OF SYMBOL. i Q O~f~ p

I
NEW WATER MAIN "a~;,
- ~ - - ` - EXISTING WATER MAIN
FOR CONTINUATION-SEE SHEET 5 OF 8
RIGHT-OF-WAY Z 0
XI > ~ Z Z E STING w ~ w w
I PROPERTY LINES I PROPERTY LINE ~ - ~ g ~ ~ ~
U O O
' ~ w vv 15 p~ ]Zz
® NEW WATER METER / O goo
g~~
Oww
EXISTING GATE VALVE t~ J~~
WATER METER SERVICE ,~X,' p p p CONNECTION (TYPICAL). ~ H ~ ~ ~
TO BE LOCAILD AS SHOWN. ~ ~ j j
N NEW GATE VALVE NEW w w w NEW LIGHTING-175 WATT SOLIIUM VAPOR ~ H ~ ~ ~
COL( COLONIAL TYPE. (TYPICAL)
' ~www ~c~OC~
NEW FIRE HYDRANT
t ~ ~ ~II?nunllupp,~ b
14 I
EXISTING CONCRETE MONUMENT (TYPICAL) 20' (TYPICAL) TOWN OF N~~, . '~.S'•y ,
20' (TYPICAL) ~ ~ ~ HEAD 20' Wil~~~ ~ ~ pg v y 10' (TYPICAL) DRAIN EASEhfi:~,~ s~~s~ .'s
. EXISTING IRON PIPE TOWN OF NAGS ~ ~ -
HEAD 20 WIDE _ N ~ U; .y ~o ~
DRAIN EASEMENT.
NEW REBAR '%dp ~ ~ , a I % ~ pP
1 „ N1N11`,,Y 1111
NEW LIGHTING

sroP NEW STOP SIGN o~ V STA 4+87 2
r' m ~Q 1-6" X 6" TEE ~ 0 Q. 1-6" GATE VALVE
ge * (n L~l 1-FIRE HYDRANT ASSY ~
13 4~ zo ~
~ V~ rn ~ ~ ~ a
GENERAL NOTES: Q N p ~a ll~ Q
V ~T O N p~ ~ ~ i
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR ~ ` J .o
THE EXACT LOCATION OF ALL UNDERGROUND MAINS, CABLES, au v ~c ~ v
OR LINES BEFORE CONSTRUCTION BEGINS. U ~ ~ CA Z t N _1
a 2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION MEAN HIGH WAT R E WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION 12 ~ c ~e o~W I='
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS r. NEW LIGHTING-175 WATT SODIUM VAPOR 1 ~ C9 Z 1
ui 18 INCHES VERTICAL SEPARATION BETWEEN GRUBBING OF COLONIAL TYPE. (TYPICAL) ~ C V W ~ p ~ Z 0~
SEWER INCLUDING FORCE MAINS AND WATER MAINS. ANO ~ ( ) cn ~ 10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER o
o (INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE m ~
a,,:;'';; SEPARATIONS. CANNOT BE MAINTAINED, DUCTILE IRON PIPE z o w I rn ~V ? o~
NULL BE USED 10 FEET EITHER SIDE OF CROSSING AND m ~ ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL V aV zM
`D FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE Q zZ I
t APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT TOWN OF NAGS HEAD NOTES: ~ ~ WILL BE MADE AT DUCTILE IRON PRICES, ~ NEW 6" PVC 4.1 • _
3.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION 1.) ALL STREETS SHALL MEET TOWN OF NAGS HEAD STANDARDS r yry,.', WATERMAIN ~ _ NEW 2" PVC ~ ~ c
WILL BE MAINTAINED: 12 INCHES MINIMUM VERTICAL SEPARATION AS SPECIFIED IN THE TOWN OF NAGS HEAD CODE OF ORDINANCES. BETWEEN TOP OF WATER MAIN AND BOTTOM OF CULVERTS. WATERMAIN - ~ ~ I c ~ 0 ~ N
36 INCHES MINIMUM VERTICAL COVER BETWEEN TOP OF 2.) NEW 1" WATER SERVICE TO BE PROVIDED BY DEVELOPER FOR 11 ,.Q ~ ~ o
WATER MAIN AND FINISHED GRADE. 24 INCHES MINIMUM EACH LOT AS SHOWN ON SHEET 7 OF 8. ~ ~ COVER BETWEEN TOP OF WATER MAIN AND CREEK BED. 3.) ALL WATER LINES AND THEIR APPURTENANCES SHALL BE CONSTRUCTED ~ U Q ti Z c
i ~ EACH WATER METER TO A OF NAGS HEAD 10' IN ACCORDANCE WITH THE TOWN OF NAGS HEAD CODE OF ORDINANCES. 4.) BE LOC TED ON TOWN ~ ~ VI O O ~ L
UTILITY/DRAINAGE EASEMENT LINE IN FRONT OF THE INDIVIDUAL ~Z ~ N d
° LOT WHICH IT IS TO SERVE. 0 N _ 5.) NO TWO WATER METERS SHALL SHARE THE SAME TAP. ~m ~ c N t
~ EACH METER MUST HAVE ITS OWN INDIVIDUAL r
,ri CONNECTION TO THE 6" WATER MAIN. n n m A
m. O ~
r+ ~ I oD
cv 2 I 9 O _i
10
o 7 7 ~o c
3 3 6
m ~ 5 1 4 ~ Q Z z
3 i 8 0
V O I - o ~ ~ ~
S 4 d Z 1 ~ U
O W ' U ~ _
W I ~ m J
Z O J ~ ~ O ~
O O Z Z
O N Q I.a.l
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C ~ ~
(0 ' L O Z ~ v w
O ~ I ° _ 1-- 2a' ~ ~ w x
C .N i (nP) N~ ~ w
w ~ ~ ~ Q o z J - - - Q I -
N 50' TAPER I ~ 0 `t
CEDAR ISL (PRIVATE 58' A C m )AR ISL ND DRIV s, ~ ~ RIVATE 58' A CESS EASEMENT) tiFr o 5~ w ~
c,~~ 58' (TYPICAL ' ~ 43' -i- U I W
~ " 4.5' ' ~ - (nP) BUFFEF' • i ENSION ~ Q W
4.5 O ~ o>s ~ (TYPICFi ~ - ~ Z Q ~
0 o _ _ m _ _ _ _ ~ ~ z
_ _ _ _ _ _ _ w _ _ STA 7+15 _ _ _ _ _ _ _ _ J ~ - - J
~ 7 STA 3+76 1-6" X 6" TEE STA 0+00 O -
1-6" X 6" TEE 1-6" GATE VALVE NEW I W REMOVE EXISTING 6" PLUG AND BLOCKING 1-6" GAT VA - COLOP - VA STA 11 +25 HWY 64= 7' - LL1 ~ NEW LIGHTING 175 WATT SODIUM POR 8 (TYP) Z COLONIAL TYPE. (TYPICAL) 0+00 LONE CEDAR CT STA 11+69 = ~
cn ANO TIE TO EXISTING 6° STUB OUT. E LVE 1 FIRE HYDRANT ASSY a 1-6" 90' BEND 1-FIRE HYDRANT ASSY 1-6" X 6" TEE 1-6" X 6" TEE O
NEW LIGHTING-175 WATT SODIUM VAPOR 1-6" GATE VALVE 1-6" GATE VALVE ~
w BUFFER EXTENSION TYPICAL COLONIAL TYPE. TYPICAL EXISTINi ~ ) ~ ) 1-FIRE HYDRANT ~ : > EXISTING EDGE OF PAVEMENT STA 11+55 HWY 64=
i w. 21+04 LONE CEDAR CT V DATE. STA 13+46 EXISTING 6" WATER MAIN STUB OUT. NOVEMBER, 2~~~
~ US HIG a HWAY 64 264 VARIABL 1-6" X 2" TEE REMOVE EXISTING 6" r~.~i; AND BLOCKING
E R W J H _ 1-2" GATE VALVE AND TIE TO EXISTIN~~ ~ STUB OUT. DESIGNED: 1-6" 90' BEND
. . ~ . . _ ETW DCJ , . ~ ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ DRAWN
Q O
° ' ' EXISTING 8" WATER MAIN AND GATE VALVE. „ EXISTING 8 WATER MAIN MF N
rwcrinir Q" 1AIATCD uni~i n~in reTC vni yr
w O CHECKED:
i ETW
00 O m SCALE: ,
m pz`, Q I= 50
SHEET NO.
H z
0 ~ t.
w ' 4
0
OF: 8
i~.r:

I _ _ _
r,: ,
m U U ~ ~
GENERAL NOTES: 0 ~ w ~ O
1.} THE CON TRACTOR SHALL CONTACT THE POWER CO., GAS LE~~END ~ O OF SYMBO LS Q
CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR I a
f THE EXACT LOCATION OF ALL UNDERGROUND MA INS, CABLES, NEW WATER MAIN
OR LINES BEFORE CONSTRUCTION BEGINS. 2•) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATI
WILL BE MAINTAINED; 12 INCHES VERTI ON
BETWEEN CROSSING OF SANITA CAL SEPARATION RY SEWER AND STORM SEWERS RIGHT-OF-WA Y
18 INCHES VERTICAL SEPARATION BETWEEN CROS SING OF SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND
10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER (n
(INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE - PROPERTY LINES Z _O
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE i WILL BE USED 10 FEET EITHER SIDE OF _ cn z cn
ALONG ENTIRE LENG CROSSING AND TH OF LINE LESS THAN 10 HORIZONTAL > ~ z
i FEET FROM WATER MAI T ~ W ~ w NEW WATER METER W a ~
APPROVA NS. HE CONTRACTOR SHALL RECEIVE L FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT WILL BE MADE AT DUCTILE IRON PRICES. i~1,'~I ~ ~ U ~
3•) PIPE SEPARATION: THE FOLLOWING MINIMUM PIP E SEPARATION W1LL BE MAINTAINED: 12 INCHES MINIMUM VERTICAL SEPARATION ~ ~ U W ~
BETWEEN TOP OF WATER MAIN AND BOTTOM OF CULVERTS. ` N NEW GATE VALVE ~ ~ z 03
36 INCHES MINIMUM VERTICAL COVER BETWEEN TOP OF WATER MAIN AND FINISHED GRADE. 24 INCHES MINIMUM }o ~
COVER BETWEEN TOP OF WATER MAIN AND CREEK BED. NEW FIRE HYDRANT ~ w
4.) EACH WATER METER TO BE LOCATED ON TO WN OF NAGS HEAD 10' ~ O d
UTILITY/DRAINAGE EASEMENT LINE IN FR ONT OF THE INDIVIDUAL ~ ~ ww
LOT WHICH IT IS TO SERVE. Qe 5,} NO TWO WATER METERS SHALL SHARE THE SAME TAP. NEW LIGHTING ~ >
~ EACH METER MUST HAVE ITS OWN INDIVIDUAL ww , ~ ~
CONNECTION TO THE 6" WATER MAIN. o°
0 Q ~ww
i ~ c~
NmlNnn~/fy',
i I " a\0 "y '
e~ ~ ~~~i ee oe~ ~ p N ~.0. ~
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,re
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i
MEAN HIGH W~ MEAN / HIGH WATER
~ .
AL N U
CA I NG TI IS E~ SHORELINE Z
~ U ~i
~ x'o ~ U o~
~ N o ~ Q o
19 19 - v mz v N
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a 18 ~ ~ I ~ ~ ~ ~ U ~
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~ ~ NEW LIGHTING- TYPIC MEAN HIGH WATER ( a 175 WATT SODIUM V~ LIGHTING-(TYPICAL} ~~r C V x "ra •a, 111 ~ O WATT SODIUM VAPOR COLONIAL TYPE ~ Z v W
~ ~ v
c,, ~ C _
WATER METER SERVICE ~c ~ ~ STA 10+44 ~ Q W ~ Z
L ~ CONNi.CTION (TYPICAL). L TO BE LOCATED AS V - v~ ~ i1-6" 90 BEND ~ a Z U M ~ 1-6 45' BEND
SHOWN. , ~ I Z
5' OFF PROPERTY LINE & ON THE TOWN OF ~ ~ ~ Wo = ~
~ EASEMENT NAGS HEAD 10' \ i 0 ~ LINE. h
0 2 y = ON STA , 'N ~ 10+79 0 v N
O 1-6" 45' BEND
O O N ® ~ U Q c
~ z o
to CU r NEW TOWN OF NAGS HEAD N
O . s' ~'1; N 10' WIDE UTILITY/DRAINAGE ~ ~
ti EASEMENT (TYP) N
m N I
U'-`', Q7 ;
STA 11 +04
L_^ LL 1-6" X 2" REDUCER
1'7 m ~ 1-2" GATE VALVE '
3
~r; . ' TOWN OF NAGS HEAD NOTES: o ;
1. ALL a., ) STREETS SHALL MEET TOWN OF NAGS HEAD STANDARDS NEW 2" WATER M H Z Q AIN ~ Z
' ~ AS SPECIFIED IN THE TOWN OF NAGS HEAD CODE OF ORDINANACES. C-900 PVC. (TYPICAL O_ y ~
~ 2.) NEW 1" WATER SERV ICE TO BE PROVIDED BY DEV ~ ~ ~ ~
z EACH LOT AS SHOWN ON SHEET 7 OF LOPER FOR o 8. ~ - ~ z I ~ Q
~ 3.) ALL WATER LINES AND THIER A o IN ACCORDANCE WIT PERTUANCES SHALL BE CONSTRUCTED - U I-
o H THE TOWN OF NAGS HEAD CODE OF ORDINANCES. STA ,9+19 cu 1-6 X 6" TEE ~ _ ^ m = ~
1-6" GATE VALVE N , m 11 ~ J
1-FIRE HYDRANT ASSY c ~ o 0 Z Z
3 f0 L
O 16 w ~ t"i Z z
~ Z O
NEW 6" WATER MAIN ~ ~ O Z ~
~ C-900 PVC. TYPICA cv ( L) U W
m i m ' ~ W X ~ W
m c Q o z J
m I Q
0 ~ o ~ F- W Q ~
o F OR CONTINUATI ON SEA 0 TION-SEE SHE W ~ ET40F8. v
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DATE:
~ Q O NOVEMBER, 2000
W U DESIGNED:
W Z ETW,DCJ
O J DRAWPI:
w O MF
s CHECKED:
r ETW
z SCALE: 0,
1 = 5
L 2 SHEET NO.
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TOWN OF NAGS • S~
EDGE OF F _ 1 HEAD 20' WIDE - • - EDGE OF PAVEMENT (TYPICAL) • Qvd~ ~.1 ~
- ~ i ~ DRAIN EASEMENT
I ~ • ~ N U
s~~,. o ~
D ~I • ~ Q
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' ~ NEW 6" WATER MAIN (TYPICAL) 111A~ N~ ADDi110NA1 10' EA
~ ~ - ~ PROPERTY LINE RTY LINE SEMENT LINE
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(PUBLIC ROAD 40' R/W) W ~ a~ ~ 1 0
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u_t i TOV HEA TOWN OF NAGS ~ ~ Z J ~ ~ HEAD 20' WIDE ~ ~
ui DRP m - DRAIN EASEMENT ~ (n = ~ C L,,! rn
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U'; O?;; U ~ z° ~ V V M
N ~a N! a ~ 22 ~ ~ ~ w
iJOTE: ~ FOR WATER MAIN PLAN AND A5SOCIATED W
m FITTINGS, SEE SHEETS 4 AND 5. FOR w
~ ' WATER MAIN DETAILS, SEE SHEET 7. U:: L y p N ~ ~ ~ O v N
L ~ o~
U Q ~ U 0 Q ~
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o _ _ _ _ _ _ ~ _ -t _ _ _ _ _ . ~ _ - . - _ _ _ i .f _ ~ i...__.---- ~ i - r - ~ _ _ - - . 3' MINIMUM i COVER (TYPICAI). 111 l.l_
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_ _ _ _ . i_T _ _ _ m _ ~ ~ - - - STA ] J+55 HWY afi4, EAST-SIDE - _ _ _ -
- _ _ , i -i--- - ShA-i i+25-HWY i64, -WEST SIDE ~ ~ - ~ - ~ cn - - _ - - W _ r--- _ A - _ _ _ _ . - - W z _ -
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~ --7 _--s _ i..__ _ _ , ~ _ _ i ~ , _ ~ I- _ _
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- _ ' DATE:
x 1- _..J._.-. _ _ . i--._ I ` I I_-... - , _ - ~ _ _ _ _ _ _ -10 - NOVEMBER, 2000
_ _ F _ ~ _ t ~ _ _ _ _ , w ~ ~ ~ ~ _ _ _ _ _ DESIGNED:
a _ - - - ETW DCJ
__I,__ . _ _ _ _ _ _ . _ _ _ _ _ r ~ , _ _ _ _ _ , , DRawN: _ ,
- _ _ - _ - - . MF
- ~ _ _ _ p ~ ~ i- - E-- - ~ - - ~ _ _ -15 CHECKED:
-1 ~ ~ _ - . _ _ _ _ _ ~ - ,
ETW
LLJ SCALE: H = 50
V = 5'
CD ! _ SHEET 1,10.
. -20
-20
O t - -
1 010+00 00
o +oc 0+00 a o 2+00 o 3+00 4+00 5+00 L 8+00 9+01 +00 0E.
z.

H'r"URANT HA - m S LL BC WATEROUS "PACER"
w
Q
NOTES: PLATE W/DIRECTIONAL STEAMER NOZZLE ~
1) INSTALL MARKER POST ON ARROW POINTED TO EDGE OF THE HIGHWAY RIGHT-OF-WAY GATE VALVE TO ~ D TO FACE STREET
NEAREST FOOT
2) PROVIDE MARKER POSTS AT ALL VALVES, EXCEPT FIRE HYDRANT VALVES 4'
3) ABBREVIATIONS STAMPED ON 2" fikASS MARKER o)
18"x18"x8" THICK INSTALL TOP EDGE POST AS FOLLOWS PLA1L W/ANCHOR - 1 ~ "~6" THICK
CONCRETE PAD FLUSH WITH GRADE (TYP.) VALVES AND BLOW-OFF ASSEMBLIES ~ CAST IN PLACE MV -MAIN VALVE CI~~; , r_TE PAD
BO - BLOWOFF 5 I/2" OR PRECAST I/2„ I-~.-~ GATE VALVE G~:~ IIi PLACE
0 = 5 1/2„ 18" MIN. AND VALVE BOX OF• ~-CAST ~ z
- / o i` ~
- / o >1~ o_ - - ii ~
BRASS MARKER 3 - - - - ~
PLATE /4 CHAMFER - = AT EDGES. w 0
_ _ NOTE;
STAINLESS STEEL E _ESS STEEL BOLTS ~
- - TO BE USED AT Bf USED AT BASE w
AND BONNET. 30NNET. o U
MECHANICAL JOINT END z
CAST IRON W~ GRIP RING ~ _ -
VALVE BOX ~ 2-No. 3 ~ USE ~ r;ANT TEE
I REINFORCEMENT 1 /3 C.Y. N0. 6 " BARS WASHED STONE ;.Y. N0. 67 0 .D STONE ~ ~
AROUND WEEP HOL JD WEEP HOLE ~ ~
6" DUCTILE IRON PIPE -WATER MAIN ~ J
EXISTING °S \ „ 0
GROUND 00 ~r
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_ MECHANICAL JOINT - = = =
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o ~ Q IIIIIIII=IIIIIIII ~•4 ~J
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Qa I N a ° LENGTH TO BE DETERMINED ~
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IN THE FIELD
a
a a 2 CUBIC Feel a CONCRETE MINIMUM
~ a MECHANICAL JOINT END Mt~~ I-NICAL ~ U
- CONCRETE SUPPORT PAD CONCRETE W~ "MEGA-LUG" J,~;,'.; HYDRANT TEE 2 ~ rn
- ~ ~ 2 CUBIC FEET MIN. ~ - a - ~ dL. THRUST BLOCK OR GRIP RING ~ ~ ~ W N
- a' 4 Q
A ,d. ~ wd - ~ C O ~i.+ U ~ •o 0
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ui m . u A/2 I 2 J ° I _ UNDISTURBED EARTH j Q Z
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C ~ 22 N
L. a ~ ~ 1" DUAL CHECK VALVE ~ W ~ ^
U ~ N BACKFLOW PREVENTION a 'A ~ = lt7
~ VARIES METER BC ~ 4'-0" MAXIMUM TOWN OF NAGS HEAD METER BOX TO BE LOCATED ON DEVICE I v+ Z v M OF NAGS HEAD 10' UTILITY/DRAINAGE EASEMENT. - - - a ~ C
a ~ O o _ _ ~ VI ~ 0 ~
12" 12" 12" 12° EXISTING CONCRETE 2" I-2 ASPHALT (MIN.) ~ EXISTING ASPHALT ON BETE O Q ~ s
a _ 4 3000 PSI C C ~ ~ OR EXIST. THICKNESS a, ' iliill~ill~lilll ° ~ ~ ~ ~
a.. - ~ a a = ' ~ ~ hull vi
UNDISTURBED EARTH N BRASS METER ELEVATION N
o ~ w N O o NIAN N
~ U U ~n
Z " Z 8" STONE ABC _ 6 STONE (ABC} ~
o COMPACTED TO COMPACTED TO 1' CUR 1" CTS POLY. STOP METER BOX AS PER
o / o 95~ DENSITY 95~ DENSITY I m, I ~ (200 PSI) WATER TOWN SPECIFICATIONS. NOTE: THRUST BLOCK SIZE DETERMINED BY SMALLEST DIA. OF TEE SERVICE PIPE
N PIPE SIZE (INCHES)
COMPACTED COMPACTED o A KFI BACKFILL B C LL 1" CTS POLY. DIM. 1" ADAPTER (200 PSI) WATER (IN INCHES 2 g 8 10 12 14 16 18 20 24
FOR COMPRESSION SERVICE PIPE TO BE PROVIDED CONNECTION BY PROPERTY OWNER. A 1.6 2.8 3.8 4.7 5.9 6.6 7.5 8.5 9.4 11.2
1" ADAPTER ~J1" ADAPTER FOR Z Q
~ COMPRESSIOP 3 ~ ~ I,. CORPC (COMPRESSION CONNECTION Z ~ Q ~ 1 CORPORATION STOP T! ~~,I lST BLOCK DETAIL FOR TEES o
CARRIER PIPE
w CARRIER PIPE o SADDLE a --SADDLE N.T.S. -
Q O O
W U fir. m =
W °~~'!~::r Z ~ ~ ~ ~ o ~
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o Q
c°v : N.T.S. N.T.S. N.T.S. ~ ~ ~ A _ ~ z z W
m c ; A/2 ~ A/2 ~ w
3 - - UNDISTURBED EARTH O X J ~ w
f0 L ~ ii ~ - Z . i~ > w z -
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W ~ , ;rcr ~Z Q I Q~ a po ~ ~
N m _ _ _ _ ` N w Q W a W w ~
~ ~=111=1 11=1 I I- -III III=1 11=111= , -111 MIN. EXCAVATED 1- • I-1 III ~ = Q F-
, ~ :III TRENCH WIDTH I- ~ w I-1 PIPE WIDTH + 12" III FINAL EXISTING STORM ' Q ~ ~ ~
o :III I_ iTING STORM SEWER ~ W ~
o - II BACKFILL U - <'; ~ a Z d 3' MIN. 3' MIN, z
° INE SHALL :III I- ~ , - EXISTING SEWER L Z I-1 III BE DUCTILE IRON 10' - :II I_ ~ ~ J w
I F CROSSING ~ I-1 III w EITHER S DE 0 a :III I- / o
H ~ I-1 PIPE III a CONCRETE ENCASEMENT :II WIDTH I- UNDISTURBED EARTH W Z
~ ~ ~ ~ ~ ° IF SEPARATION LESS I=1 III ELEVATION = ~
d THAN 18" :II I- INITIAL z PROPOSED WATER LINE PLAT I O I-
~ a _ III BACKFILL w :III I_ o - NOTE. ; BLOCKS SHALL BE CONSTRUCTED OF 2000 P.S.I. CONCRETE
w PI _ III w a s d PE SPRINGLINE .II PIPE I m DATE: a d TABLE "A" DIMENSIONS (IN FEET)
~ ; a ZONE 1=1 III ~ W :III II- HAUNCHING w a d a a 12" MIN. NOVEMBER, 2000
~ I~ . -III a a a :III = w ~ d PIPE SIZE NOM. DIA. IN INCHES 4 ) BEND DESICI~IED:
~ I~ III w H d :III I- BEDDING a 4 2 - 6 8 1D 12' 16 18 20 24 a ETW DCJ
> a s I-1 I I I :III______ _II- d 90' 1.5 i : 2.8 3.8 4.7 5.9 7.5 8.5 9.4 11.2 DRAWN: c'p d _
a WATER MAIN SHALL BE III, 11111-III~III-III;~II-111-III=III~III 41 45' 1.0 ~ 2.1 2.8 3.5 4.3 5.5 6.2 6.9 8.3 JHB,CJC - f
~ ~ a ~II(TII F IR(1N 1(1'
a d a 22 1/2' 0.8 1.5 2.0 2.5 3.1 4.0 4.5 4.9 5.7 CHECKED:
w' EITHER SIDE OF CROSSING z 0 11 1 4' 0.8 1.1 1.5 1.8 2.2 2.2 3.2 3.6 4.4 ETW /
J N SCALE:
7 rn SEWER AND WATER CROSSING NOT TO SCALE STORM SEWER CROSSING THRUST BLO-K DETAIL FOR WATER MAIN BENDS
TRENCH DETAIL m
N.T.S. N.T.S. r N.T.S. N.T.S. SHEET HO.
z
0
w ¢
a=. o" OF: 8