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ERTY LINE FOR L0~ 4 ~ ~ Gj ~ ~ ~ / i I
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6" OF CONCRETE HEAVY GAGE STEEL
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I 1 1 j CUT SECTION
\ ~ I \ ~ I COMPACTED EARTH 1
GRASS LINE , I i j ~ ,
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~ I / ~ ~ / MAY 16 2002
_ 1 30 DIVISION OF
l ~ COASTAL MANAGEMENT
4 FT COVER SHEET Ate'
3-14-02 T
SCALE: • = 30'
DIVISION OF (WRIGHT HEIRS)
WILMINGTON, N.C. DRAWN:
4:1 0.5 FT NEW 11ANOVER BOUNTY STANDARD NOTES: JB~I
CHECKED:
• I . SEWER GUARD REQUIRED AT ALL MANI10LE5. STAINLESS STEEL SEWER GUARDS REQUIRED AT MANt10LE5 MALPASS ENGINEERING, P.C. 3114-3 RANDALL PARKIYAY N CAR
LOCATED IN TRAFFIC AREAS. , PROJECT N0: Q WII,MII~IGTON, N.C. 28403
NOTE: BRIDGE BELOW 100 YEAR FLOOD ELEVATION. 2. I d UTILITY EASEMENT PROVIDED ALONG T11E FRONTAGE F~ Phone [phone]_~ ~ Faz 910-343-0214
OF ALL LOTS, t Q N P
3. 5EKVIC;n SMALL lit f trtNUI(.UTAK IU MAIN MU ICKmlNAIC R? y THOMAS H. WRIGHT III SHEET NO:
GRASS LINED SWALES JUST WEST OF ENTRANCE ROAD AT RIGHT OF WAY LINE. SERVICES IN CUL-DE-SAC ARE REQUIRED UIRED NNDND P.O. BOX 204 A N61NE ~
N.T.S. TO BE PERPENDICULAR, OR MUST ORIGINATE IN MANHOLE AND TERMINATE AT RIGHT Of WAY. WHAUNGTON, N.C. 28402
4. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE BOYO PHONE [phone]
CONSTRUCTED OF CLA55 50-401 PROTECTO CERAMIC TILE. E. atv ao. Of: REVISIONS

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NEN1/ FIANOVER COUNTY STANDARD NOTES:
I . SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS
STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS.
2. 10' UTILffY EASEMENT PROVIDED ALONG THE FRONTAGE
OF ALL LOTS.
3. SERVICES SHALL BE PEPENDICULAR TO MAIN AND TERMINATE
AT RIGHT OF WAY LINE. SERVICES IN CUL-0E-SAC ARF REQUIRED
TO BE PERPENDICULAR, OR MUST ORIGINATE IN MANHOLE AND
TERMINATE AT RIGHT OF WAY. ~i ~ ~ 1
4. ALL SERVICES T11NG INTO DUCTII~ IRON MAINS SHALL BE CONSTRUCTED OF CLASS 50-401 PROTECTO CERAMIC TILE.
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0 MAY i ~ 2002
z o ~ DIVISION OF
Q O ~ N Oi N COASTAL MANAGEMENT
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PLAN PRaFiLE SHEET 2-01-02
SCALE: 1' = 50'
O O p~ ~ 00 ~ ~ N
O O O d0 I~ O O ~ ~ O N r; O O O O O d' O N ~ M r7 ~ N DIVISION OF WRIGHT HEIRS t" = 5' ~ )
01 01 O 0) O O r- ~ ~ ~ ~ P- WILMINGTON, N.C. DRAwN:
I_ _J „ JBM T ~ I CHECKED: T
MALPASS ENGINEERING, P.C.
~~~~~uuuUlljh~r 3114 RANDALL PARKWAY JBM ' Wihnin ton North Carolina 28409 PROJECT N0:
B ' Phone 910_343_1783 3_2
V.C. 3 HORIZ. 1" = 50' V.C. 2 „ , i Fag 910 943 0214
V.C. 1 _ . _O1 lloi n~in nr, • . ~c 111/,1 I Il/11AIT ('TA _n i GA n7 Urf]T 1 . C
PVC STA.=0+9.9 g% in -10.44% PVC STA.=1+21.73 9% m vic rvu JIH.=iti~ nk2n rvirvi yin. LTV7.VL vCRI. - ~0 as
P STA.-0+30.98 9% out 0% P.V.I STA.=1+48.37 9% out 6.38% P.V.I STA.=2+50 HIGH EL.=13.56 v? 4T THOMAS :HRIGHT III SHEET NO: i
PVT T STA.=0+52.05 LOW POINT STA.=0+52.06 PVT STA.= 1+75 LOW POINT STA. = 1 +21.74 PVT STA.=3+25 ,v P.O. BO1PIIJ@1GTC. 28402
CURVE LENGTH = 42.15 LOW EL.=9.0 CURVE LENGTH = 53.27 LOW EL.=9.0 CURVE LENGTH = 150 STA.=0+10 EL.=11.19 STA.=0+40 EL.=9.18 STA.=1+25 EL.=9.01 STA.=1+55 EL.=9.66 STA.=1+75 EL.=10.72 STA.=3+25 EL.= 12.22 Q PHONE [phone]
STA.=0+15 EL.=10.70 STA.=0+45 EL.=9.06 STA.=1+30 EL.=9.04 STA.=1+60 EL.=9.88 STA.=2+00 EL._12.09 STA.=3+44.77 EL.-11.36 REV NO. DESCWP M DAN X 11 p1 N~ OF:
STA.=0+20 EL.=10.27 STA.=0+50 EL.=9.01 STA.=1+35 EL.=9.11 STA.=1+65 EL.=10.12 STA.=2+25 EL.-13.01 STA.=0+25 EL.=9.91 STA.=1+40 EL.=9.20 STA.=1+70 EL.=10.40 STA.=2+50 EL.=13.48 REVISIONS
STA.=0+30 EL.=9.60 STA.=1+45 EL.=9.32 STA.=1+75 EL.=10.70 STA.=2+75 EL.=13.51
STA.=0+35 EL.=9.36 STA.=1+50 EL.=9.48 STA.=3+00 EL.=13.09

PIPE ZONE PIPE ZONE
6" MIN 6" MIN 6" MIN 0.0, 6" MIN O.D.
FINAL BACKFlLL FINAL BACKFILL BRASS NIPPLE
3/4"x 3" {TYP.) OR 1" TAPS MADE ON P.V.C. AND CLASS 50 & 51
BRASS PLUG DUCTILE IRON PIPE SHALL BE MADE USING
A TAPPING SADDLE CONFORMING TO PART 6,
. 3" min. SECTION II-1 AND PART 6, SECTION III-C.
: ~ PIPE SIZE AS INDICATED 1~~
PIPE SIZE AS INDICATED ~ • ON THE P ON THE PLANS LANS O.D. ~ - ~ BRASS NIPPLE "F" x 1 " 1 2 1
0. D.
INTIAL BACKFILL INTIAL BACKFILL . ~ • / rr n n BRASS NIPPLE F 6
. CLASS 1~, 2, or 3 CLASS 1 . • . • got _ • I III III III SPUD TYP „ { )
I III II~II~I ~ ~ . . 3/4 CURB STOP INSTALLED IN A VALVE
" SPUD BOX CURB STOP SIZE "F"
_ s MIN III~II~I . • . . ~ I I=1 I ~I I I ~ s MIN SERVICE LINE TYPE K SOFT COPPER
• Ii~l~l 1 \
I _ I =1 I I I I~ I I I~ ~I~ i ~I 1 + II ; 11 +l 1 '
_II I I I III _ _ I I- ~I 11=1 I I- I~ I -I I I I =1 _ ~11 it ti 1
_ ICI II~I~~~I~II I I I~I~II~I STABLE FOUNDATION I I I- I I C I I I I STABLE FOUNDATION _ > < ~,4
- - MATERIAL - - - - - MATERIAL WATER MAIN
D.I.P. PI PE
PVC PIPE MALLEABLE BRASS TEE (TYPICAL) SIZE "F"
STANDARD PIP E BEDDING D TAI E L
STANDARD PIPE BEDDING DETAI L
NOT TO SCALE NOT TO SCALE + 1 li ~ t
li ~ 1
1 /rl CORPORATION COCK
SPUD n BRASS NIPPLE (MALLEABLE, tyipcal) F x 6
3/4 CURB STOP
SPUD
BRASS TEE (MALLEABLE)
~ ~ 3 4" X "Fn n rr / X F (TYPICAL)
% ~ ++i Il ~ ~
II 1 ~ 11 n n METERED SERVICES SIZE F (I.D.)
11-16 2 rr
LANDSCAPING TIMBER ~ R/W OR EASEMENT LINE 3-10 1-1/2"
2 1"
1 3/4"
SEE DETAIL FOR STANDARD WATER SERVICE INSTALATION
STAN DAR D GAN G METER ASSEMBLY
SD 4-09
NOT TO SCALE
8" AIR GAP BETWEEN CAP & COVER
0 w
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d 10'-0" MIN.
~ 4" PIPE x z 2" ASPHALT
~ N d " - - - may- - TYPE "1 "
~ = 4 -45 DEGREE BEND I SCORED LINE I EXISTING PAVEMENT N.C.D.O.T. SPEC. n I EXISTING PAVEMENT
a 18" NIPPLE x I 1 DEEP I i I
o & GLUE CAP 3 ~ I I I I ~
~ ~ / /
4" WYE MIN. 6" CONCRETE SIDEWALK i
12" COMPACTED MARL BASE , n 1 -0 1'-On
(D.O.T. REQUIRES 8 )
Y;~:•i~. I I I I I I
i'.C;.'.~ g ~~s~=;';:~' MIN. ~ EXPANSION JOINT 1/2" I w OMPACTED BACKFILL
I I J
• . •~iw Y ~•Pt., PLAZA i i Q I I ~ PLAZA
STANDARD CL EANOUT DETAIL . ~ •X.R.a:a~~ ~ EXI T:•: GROU . D. ~ • ' ~ ' • ...4 .e i Q I 6 DRIVEWAY APRON I > o 0
I I ~ ~
NOT TO SCALE • • ~ • n n
~~p~N.• • • .END . • x I = PIPE _ ~ ~ r r ~ ~I ~
~ : . PLAN TEES r z z ~ ,
3/4 GALVANIZED TIE RODS " EXISTINI CAP W/2 TAP EXISTING 16 -0 MIN m m PAVEMENT
MAY 1 ~ 2002 PLAN
8" MIN. ~5 DIVISION OF
. ~.4.-. ~ : ~i ® '4 . tya: COASTAL MANAGEMENT
30' NOTES:
10' TO 12' VARIABLE 5'-0" *BACKFILL TO BE INSTALLED IN 6" LIFrS (MAXIMUM) AND
" PER 1'0"- COMPACTED TO A MINIMUM DENSITY OF 95~ AS DETERMINED ~ 1 4.•,,.....,.•..:,~.. *:_;.~.:.:_:'..'•''.~'r.;°:•. ~ BY THE MODIFIED A.A.S.H.T.O. STANDARD METHOD T-99
VALVE BOX ~ . ~~w;5;~: ';.sue o :.Y. i~ .
PLAN VIEW . * CUT -BACK TO BE PREPARED AFTER TR
s~ EXIS EXISTING P ENCH BACKFILLING AVEMENT EXPANSION JOINT AND COMPACTION
'.,A . SECTION A-A
SECTION X-X STANDARD SHOWING METHOD
CAP PLAN & ELEVATION PLUGS 1xE MAKING PAVEMENT 1x6 ACROSS ENTIRE OPENING
„ BENDS & TEES 2 GALVANIZED PIPE WITH REPAIRS WHERE PIPE IS IN STALLED FOR CONSTRUCTION ONLY
OUTSIDE LP. THREADS PAVEMENT 3 4"DRIVEWAY SD 1-05
90a BENDS 45 BENDS 22 1 2 BENDS TEES PLUGS . NOT TO SCALE
CAP W 2" TAP SIZE / A B A B A B A B C D
3/4" GALVANIZED TIE RODS " , " r, " SQUARE EDGE OF
6 16 10 9 10 6 8" 10" 12" 10" 21" EXISTING PAVEMENT DETAIL SHEET DATE:
8" 22" 13" 12" 13" 8" 10" 13" 16" 12" 29" 2-Ot-02 FORMING DETAIL
10" 26" 17" 14" 17" 10" 13" 16" 20" 14" 36" SCALE:
N 12" 29" " " n " n " n - CO CRETE BLOCK 21 16 21 11 16 18 24 16 41 n n n n n n n n n " n DIVISION OF (WRIGHT HEIRS) N.r.s.
~'•'•''~s. ' 14 35 24 19 24 12 20 22 27 18 4s RESIC RESIDENTIA WILMINGTON, N.c. D~Aw . L DRIVEWAY N. STREETS WITH NO CURB
16" 38" 27" 21 " " ft ,f " r, 2" CURB VALVE 27 12 24 24 30 20 54 JBM
MUELLER OR HAYS PROFILE NOTE: Based on 1.5 x working pressure of 100 PSI lus AWWA Water Hammer. SD 8- 05 MALPASS ENGINEERING, P.C. CHECKED.
P All bearing surfaces to be carried to undisturbed ground. NOT TO SCALE ~*~~'""""?a~, 3114-3 1ZANDALL PARKIPAY JBM ~i
NOTE: A ~~i, llihnington, North Carolina 28403 PROJECT NO: ~~i~ Phone [phone]
THRUST COLLOAR TO BE INSTALLED ON MAIN LINE IN ACCORDANCE WITH SD 4-03. Fea 910-343-0214
STANDARD THRUST BLOCK FOR WATER MAINS
SEA-L ms's Z ~t THOMAS H. WRIGHT IQ SHEET N0:
2" BLOW-OFF SD 4-10 Wilmington, North Carolina 28402
SD 4-08 NOT TO SCALE Phone [phone]
REV NO. DESCRIPTION DATE
NOT TO SCALE 3 S OF: REVISION
I