20001164 Ver 1_Site Plan_20000911

1 36 37 REVISIONS
SITE
ahe. 3$ o. s Date Description By
ww roe
~ - - 35 ~
5' i ~ . ,
~4vyp r '+w
. ~
61
60 59
y
r,,,~ c o ~q P~
~y ~ ~ 4 T 4"
EXIST. SWALE EXIST. SWALE
NTS
~ 1 ~1 EXIST 24" RCP TO BE UPGRADED WITH 36" RCP.
\ ~ t~ MATCH EXIST. SWALE GRADES
o ~ Halc n \ Yo to = Halc n Forest Yo
\ ~ 0 Pha~ Phase I NTS i
~ u U M.B. 3 1 ~ ~ -s M.6. 35/296
~ ~ N
~ 1 ~ . r r .
\
\ ~t ti 0 11
\ ~ ~ i I
\ ~ N 1 1 10
u 13
1 \ - 9 a $ D.I. N0.1
\ - ~ 7 R ~ 7 IM 24.0
_ ~ \ 11 ~ 6 INV. 20.27 a.
~1 DETENTION POND \ 1 11 - ,1 roP OF BANK z4.a 20' RIP- M EN E E ERG CY D.I. N0.2 SPIL W Y L A IN .23.5 RIM 24.5
1 \ 1~ FLOOD PO L 21.25 I NV, 20.45 ~
\ - \ NORMAL P L 20.5 1 \ _ 11 ---e~-~. swntE U --3s"-~ ~
1 3 BOTTOM 13.0 1 _ 2 '
1 t1 - \ 11
Q 1 ~ 3.1 S ~ 1 iN .,....-J-N .
\ 11 INV. 22.5 \ ~~1 3N mss.-,-.r1-.
1 G .r 36 F.E.S~ INV. 20.25 A ~ ~ w/10 x15 x18 E.D. ~ ~ .QQ I
1 I I Z
W ~ 25.9
Existing San. 1 1 -"F~ ~ ~ F~ o
Sewer Manhole Top 24.72 \ ¦ ~ Mti 1: ~3 j4 WATER METER (TYP) a;
Inv 13.91 \ ~ w UTLET STRUCTURE ~ i
° 25. ti ~ sEE DETaL) U
1 1. 1 1 a0i N . - I Z W 25.8 M
~ ~ 3 - /4 WATER METER (TYP) SSMH NO • e ~ ~ , 2A ~ ~ 26.4 W MH N0. 3A ~
la /i • , • E-+ s 1 Q
1~ ~ GE ME ' RAINA ~r ~i~ 1~ ° 25.8 10 D UND ' DSCAP ~s 5 cAc MENT ~
N T1(PICAL ALL ~ . _ 1 ( L1~ *k w
•~N,~ • ti`' 0 25,3 1 ~ N V
_ \ ~ \ ~ N ~ ~ w 1 2 BLOWOF ~
\ ~ (1) 2 BLOWOFF 1 ~ ASSEMBLY ASSEMBLY w ~i w
1 , w H 0
1 , ~ ~ ~ Emerson wll and
. ~ e / 1 ~ a~ 0 25.3 1 1 ry ~:t \ / ~ ~ D.B. 146-8 r 2 ~ ~ ~
1~ •'iJ \ Q •t ~0 1 ~ o i
air ~ ° 25,4 e ~ 26.p _ ~ w
1~'° m a~~ `G C • ~ G i ~ F ~ H
1 ~ a ~ ~ ~
~ m,~ ~ „ 1 1 ~ G 30 F.E.S. I~ 30 F.E.S. INV. 19.2
~ fir! 4 ~ ~ ~ , 1 ~ Y w/10 x15 x1! 0 \ 4, ~ w/10'x15'x18" E.D. _
\ 1
1 1 ~ SDMH N0. 2 1 \ 0 1 TOP 25.5
~ \ 1 ~ INV. 19.4 O
C.I. N0. 7 w ~
0 ~ NCDOT TYPE ~ p 30 DRAINAGE EASEMENT RIM 24.0 ~ 0 55 SSMH N0. 1 E ~2
~aa, \ STOP SIGN a. ap , ~ \ NCDOT TYPE INV. 21. / STOP SIGN /
'~1 1 e / R W & Stre t ~ / e M-"1 / G
EXIST. SSMH 8210.23 1 to C.i. N0. 1 C.I. N0. 3 ' RIM 24.0 -RIM 24.0 PHASE I, AREA 3 1 ~ ~.5 V. ~ PROP SED stub-out SP IL C.I. N0. 6 for future
PG 14 OF 24 ,1Q? \ .21.1 1 SSMH NO SDMH N0. 1 0 (2:1 AX. RIM 24.0 r extension.. ~
TOP 26.0 ~ i ''~``~,w SLO S) INV. 21.6 a" N ~
\ 10 1 E TOP 24.75 INV. 15.0 1'~' d \ 1 ~opo~ ~ v. 20.0
INV 23. N p SSG 4 V. 0.5 DOGHOUSE 1 S'Ip ~ ~ C.I. " 0 C.I. N0. 5 / ASSEMBLY ~ O ~
1 s r 1•. SSMH NC. 1 RIM RIM 24.0 / ~ H ~ r' O mt. / cn
a • 50 GRAVELLED ~ ~ N _ 1. 10 Utili,_,Y, s I~ ~ ~ v 2 " ~ / 1 8"x2" TEE o • .p ~ 0 I a ? / " VALVE ~ ~ ~ ~ ~
CONSTRUCTION 1 8 GATE I 1 2 GAT rt z
NTRAN L r~,. ~ti a E VALVE ~ t0 ~p ~
SSMH N0. 1 B .r / li ~ z PUBLIC R~) SSMH N0. i D ~ ~ I I - (40
MATCH EXISTIt,'G N w-. ASPHALT GRACE 24.71 (1) FIRE HYDRANT -N 0 O O c~
\ ~ ~ ASSEMBLY C.T. N0. 8 (1) FlRE HYDRAN ~ a RIti! ASSEMBLY ~ W O a
cP C.I, N0. 2 • a1 RIM 24.0 ~ ~ , N M 24.0 ~ ~ - - ~ Esmt. INV. 21.9 U ~ ~
1 1 6Nx2 TE INV. 21.4 M 0. 1C 10 Utili~t L._,_. F..~ m 0. 1 C
a \ ' \ 1 8N GATE ALVE C, Cn 0 C.I. N0. 4 ~ ~ ~ r+ • ai
IN .127.9 TST 1 1 2 GATE ALVE N RI N N ~ 3/4 WATER METER (TYP) 1 8 TEE IN RIM 24.0 ~~aw INV. 21.2 ~
2 8 GATE VALVES
1 DR'r' JACK & BORE '1 ~ 1 a ~ , f.A
50 LF 16 CASING ~ ~ c~ 1 ~ N of ,r 60 LF 8 Cl 51 DIP ?I \ ti
1
o~ \ p~
a~ • f- 1 a
a, ~ \~1~ ,~~r w ~ S
a-' Q„ \ ~ , '~,......••0 25,3 ~~~ititiuuiUr
1 ~ • ' a,ao 927.46 ~ rr~i ~i
s~ ~ .......*'25"1 2'x"1 ..1
e 62 0123 W . N N ~ ,i ` . ' 9
a 1 , r v 1 ~ \ ~ w,~ )ATE Pl~3N1;ED _ ~ ~ , . -
o \ ~ - ~ : MAR 16 2001 ; S ; 17374 Y~'
1 LEND ..J 1 N . NOTE: ALL ROOF DRAINS TO BE DIRECTED , • TO THE POND. ' ~
k ~ --32- EXISTING CONTOUR 1 1 •29.83 W.~1. Willard A ~
\ \ o EXISTING SPOT ELEVATION NOTE: SEWER SYSTEM TO BE EXTENDED TO COUNTY STAN ARDS. ~REGOR D.B, 1146-$70 D rrr `•l
~ 1 ~ / PROPOSED SPOT ELEVATION NOTE: CITY GROUNDWATER SYSTEM TO BE EXTENDED TO rrr~~~~~~~~
1 1 I CITY OF WILMINGTON STANDARDS.
1 ~ CURB INLET w/INLET PROTECTION NOTE: ROADS TO BE BUILT TO NCDOT STANDARDS. DATE 10-05-00 ECTION
~ \ 1 LIMITS OF DISTURBANCE NOTE: WATER AND SEWER CROSSINGS MUST HAVE VERTICAL DESIGN PGT I CLEARANCE OF 18" MIN.
1 1 1 DRAWN MVL
1 ~ 1 3!4 WATER f~IFTFR C1TI11T•1 T1T / 1T NOTE: PIPE DOWN STREAM of PoNn nurFl nw eT Stu kGUUV craccr
X11 ~I . wr. 1 I all ri V11\LLI \V . 1"IMRCP\i\1 TO BE UPGRADED FROM EXISTING 24" TO.'36\
1 DROP INLET w IN ET PROTECTION :CTION 1 = 50 MATCH EXISTING INVERTS AND PROVIDE A 10'x15'x18" E.D.
1 1 1
~ 1 BAR SCALE 1 "-=50' NOTE: PROJECT SHALL COMPLY WITH THE CITY'S CROSS CONNECTION CONTROL REQUIREMENTS. CALL 910-343-3910 FOR INFORMATION.
NOTE: IF CONTRACTOR DESIRES TO OBTAIN CITY WATER FOR CONSTRUCTION,
HE MUST APPLY IN ADVANCE AND MUST INSTALL AN RPZ DEVICE SHEET 1 OF 3 50' 25' 0' S0' f00' 150,
ON HIS SIDE OF THE WATER METER.
974 5

i 36 37 REVISIONS
SITE 3$ o.
Date Description By
Rrd fpx ~ -
35 ~
'YN 5- ~ ~
` r
+ar0ti, r~
• ye
61
60 59
'wr
k0~hy ~ G T 4"
EXIST, SWALE EXIST. SWALE
EXIST 24" RCP TO BE
NTS UPGRADED WITH 36" RCP.
1 \ . ,a C ~ Halc n MATCH EXIST. SWALE GRADES
\ Yo Haic n Forest Yo
\ ~ 0 Phasi Phase I NTS
\ ~ 1a~ ~ M.8.35 Q ~ i M.B. 35/296
\ 1 ` ~ ~ N
\ \ ~
\ , g- -
\ ~t ~ 4 11
\ I ~ u i I
\ ~ c~ 10
\ \ ~ 13
1 \ ~''`1. - 9 a $ D.I. N0.1 ~
\ _ 7 RIM 24.0
5 \ 6 INV. 20,27 a F
DETENTION POND \ 1 11 - 1 TOP OF BANK 24.0 20' RIP- EMERGENCY D.I. N0,2 SPILLWAY IN .23,5 RIM 24.5 -
1 \ \ ~ FLOOD PO 21.25
\ - \ NORMAL P L 20.5 \ \ _ 11 BOTTO ~ ..,..,a... ,.r_. ~ sW>4tE U
\ p 3 M 13.4 , \ 2
\11 1 \11
\ 1 ~ ING 3,1 . r ~ 0 ~ FBI
11 INV. 22.5 = ~ ~ 36" F.E.S. INV. 20.85 A
~ " O r w/10 x15 x18 E.D. ~ ~ ~ji I
\ o .4 EXI ING i { f~-i
\ \ ,7 _ .:s,~....:-:.~- ~ 25.9 ` ~
Existing San. \ \ _ --.ate-~.._L.,•., " P'1 .~„L~, W O
Sewer Manhole Top 24.72 \ 1 \3/4 WATER METER (TYP)
Inv 13.91 \ W ~ 1 UTLET STRUCTURE ~ ~
\ ~ 25. ~ ~ SEE DETAIL U
~ ~ w 25.8 `
\ \ N@ n ~ ~ 3 4 W TER METER P \ ~ / A (n) SSMH NO. 2A 26.4 x MH N0. 3A Q~'
• ° ~ . / ° C~ s ~ ~ A
\ EEASM DRAINAG s ,r~ 1 a 25.8 10 ROUND 5' DSCAP •o
N '(Y'PICAL ALL A ( MENT O (n ~k w
.ms,~ - by ~ 25,3 N V ~ ~
~ _ 1 • ~ ~ w (1) 2 BLOWOF i { r..~ t1'i
\ 1 2" BLOWO~FF \ 1 O ASSEMBLY w W
\ ti~ ASSEMBLY 1 O 1 W F
1 ~ ` a ~ Emerson 1h~llard ~ ~ h ~ ~ ~ C,
\ a~ 25.3 / D.6.146-871 ~ ~ / ~ ~ ~
~ o \ . \ o o~ ~ ~ .p 2 W
a~' ~ 25.4 ~ ~ -rs 1'~1 O
G F E1 {
'm 0,• ~ G ~I \ m d { ~ ~
~ " \ \ ~ G 30 F.E.S. INV „ l 30 F.E.S. INV. 19.2 ~ ~ •
~ \ 4 ~ \ ti ~ w/10 x15 x18 ~ 0 \ a w/10'x15'x18" E.D.
\ 1
1 \ SDMH N0. 2 ~
\ \ 0 \ TOP 25.5 1 ° INV. 19.4 O d'
\ ~ 1 •G C.I. N0. 7 ~
0 a~, ~ NCDOT TYPE I,,~p 30 DRAINAGE EASEMENT RIM 24.0 0 SSMH N0. 1 E L\2 I 5:5
~ 1 STOP SIGN a a~ , , ~ 1 ~ NCDOT TYPE NV. 21. ST S ~ OP IGN / R W S ~
m\ \ e / & treet t'-d ~ S~
XIST S M 10 3- 1 tJn \ C.I. N0. 1 C.I. NO. 3 E S H B2 .2 1 RIM 24A RI 24.0 PROP SED ~ stub-out SP IL C.I. N0. 6 for future p
PHASE I, AREA 3 \ M ~ ~ ~.5 V. ~ 1. . PG 14 OF 24 2 1 (2:1 AX. RIM 24.0 r extension. ~
1 \ SSMH NO SDMH N0. 1 TOP 26.0 \
110 pE " TOP 24.75 INV. 15:0 / ~ A 1 1 Cp0 G V. 20.0 " ~ U
INV 23. ~ p SS 4 V. .5 s ti' i 1 2"Bow FF o L o ~ C.I. N0. 5 / ASSEMBLY H O ~
0 US \ Sta ~ ~ C.I. I D GHO E F SSMH N0. 1 \ ~ RIM , RIM 24.0 ~ / cn c0
° . . 21. _,_,1 ,_.,r " ~ / 1 8"x2 TEE o ~ , p p I I a
50 GRAVELLED a,• - " ~ CONSTRU+~TION ,,,r,. ~ 1 8" GATE VALVE oo ~ Z ~ ~ tiyo 1 2 GATE VALVE{ t0 c0
ENTRANCE ° ry ~ W
~ ~ ti SSMH N~B (q0 PUBL SSMH N0. 1 D .N ~
MATCH EXISTING N ~ ~ 0 00~
ASPHALT GRADE 24.7f (i) FIRE HYDRANT "i` ~ ~ ASSEMBLY N0. 8 (1) FlRE HYDRANT ~ ~ a ASSEMBLY ~ O O a
~ C.I. NO. 2 a\ . ~ " " RIM 24.0 \ - RIM 24.0 ~ ~ U ~ ~ 10' Utility. Esmt. INV. 21.9
\ ? 1 8"x2 TE INV. 21.4 M 0. 1C 1 C H ~ C7, 0
\ ' \ 1 8" GATE AIVE C.I. C.I. N0. 4 { ~
IN .122.9 TST 1 1 2 GATE ALVE " Rllu " ° ~ # 3/4 WATER METER (TYP) 1 8" TEE as INV RIM 2a.o ~ p,, ~ w INV, 21.2
2 8 GATE VALVES
1 DR°~ JACK & BO E ~ \ " R
50 F 16 ASING ' o ~ 1 '1 ~ L C o\
60 LF 8" CL 51 DIP 1 r
\ .z, O \ 4,~
a ° a r~
~ p~ \ r r .wr r
\1\° r ~,~w" V41111i1! ,46' ° 25.3 rr~~r.
a1o r r 927 ~ ~~i r r ~
~ ~ ...,.-.•-z~r ¦'"~""2~1 ; ~ f
~ ^01'23" W • . N 62 ~ • L~ • ~ DATE PRINI~D r ;
_ ' ~ -
O ° MQR ~ ?a01 ; S : 17374
\ ~ L GEND 1 ~ NOTE: ALL 0 F 6 ~ . R 0 DRAINS TO BE DIRECTED ; ~ TO THE POND. '%~j ••.~Ir~~
~ -3r EXISTING CONTOUR W.M. Willard '%'0
\ \ ° 29.83 1 \ o EXISTING SPOT ELEVATION NOTE: SEWER SYSTEM TO BE EXTENDED TO COUNTY STANDARDS. ~~i ~REGO D,B, 1146-870 rrrrrll,ii„4~~~` l
1 1 ~ PROPOSED SPOT ELEVATION NOTE: CITY GROUNDWATER SYSTEM TO BE EXTENDED TO CITY OF WILMINGTON STANDARDS,
1 ~
1 \ CURB INLET w/INLET PROTECTION NOTE: ROADS TO B DATE 10-05-00 E BUILT TO NCDOT STANDARDS. CTION NOTE: WATER AND SEWER CROSSINGS MUST HAVE VERTICAL DESIGN PGT
~ 1 ~ LIMITS OF DISTURBANCE CLEARANCE OF 18 MIN.
~ 1 \ ~ " DRAWN MVL
1 ~ l ~/d WOTFR t~iF'TFR t~Tm~ nT 1 ~r NOTE: PIPE DOWN STREAM OF POND OUTFLOW AT KILKENNY STREET
\ 1 0 11 L' rLan TO BE UPGRADED FROM EXISTING 24" TO 36" RCP.
1 DROP INLET w/INLET PROTECTION ',TION 1 50' MATCH EXISTING INVERTS AND PROVIDE A 10'x15'x18" E.D.
~ 1 AR SCALE NOTE: PROJECT SHALL COMPLY WITH THE CITY'S CROSS CONNECTION B E l-50' CONTROL REQUIREMENTS. CALL 910-343-3910 FOR INFORMATION.
NOTE: IF CONTRACTOR DESIRES TO OBTAIN CITY WATER FOR CONSTRUCTION,
HE MUST APPLY IN ADVANCE AND MUST INSTALL AN RPZ DEVICE SHEET 1 OF 3 50' 25' D' S0' f00' 150' ON HIS SIDE OF THE WATER METER.
9745

36 37 REVISIONS `
SITE 38 0.
Descri tion B ~ Dote P Y
rte. ~
Rral Fox Rd 35
kK 5- ~ ~
a 4 Nc~~ i~ a
61
60 59
~y
~Yy ~ ~ ~r T 4"
EXIST. SWALE EXIST. SWALE
NTS 1 EXIST 24" RCP TO BE UPGRADED WITH 36" RCP.
~1 \ - a MATGH EXIST. SWALE GRADES
a Halc r ~ Ya 1 e - Halc n Forest Ya
1 ~ 0'~ ~ ~ - Phc Phase I ~ NTS
t~ ~ a ~ 1 ~ M.B. , ~ M.B. 35 296
1 1 ~ ~ ~ ~ ~ -
~ \ ~ -
1 ~ 4 1 .9-
\ ~ 0 1 11
1 ~ I ~ ~ 1 I i
1 1\ N 10
~ 1 \I 13
1 1 1 ~ 9 ~ D.I. N0.1 ~
1 - RIM 24.0
1 _ ~ 7 5 1- 6 INV. 20 7 .2 a F
1 DETENTION POND 20 RIP- EMERGENCY D.I. N0,2 Z SPILLWAY IN .23,5 RIM 24.5 ~
\ 1 TOP OF BANK 24.0 - 1 ~ 1 \ `1 FLOOD PO 21.25 ..r--- a• ~ INV, 20.45
\ - 111 NORMAL P L 20.5 SwA~E U
~ \ - Q BOTTOM 13.0 1 ~ , - -36~-~RC. - ~~r
1 ~ 1
\ ~ ~ 3.1. S ~ #-a- „ O ~
11 INV. 22.5 - ~ -9~ G~.....~ Q 'nom..--. ~..,r. ~..r / " ~ ~ 36 F.E,S. INV. 20.Eb A ~
1 \ , \ ~ o - --S - r w/10 x15 x18 E.D. ~ ~ ~
1 \ 1\ E
i ~ ~i . w ~ 25.9
xi tin San. \ - E s g ~ w ~ ~ " ~•s w O
Sewer Manhole X3/4 WATER METER (TYP)
Top 24.72 Inv 13.91 \ LJ W i
\ \ 0 25. UTLET STRUCTURE ti SEE DETWL r U ~i
~ \ 1 1. 1 W 25.8 ~
1 \ `'rn " ~ ~ 3 4 WATER METER TYP 26.4 x • MH N0. 3A ~ ~ Q',
\ ~ / ( ) SSMH N0, 2A ~ • E" ~ s ~ Q
\a /i E ~ ~ cE p ORAINA . 5 DSCAP .4
s .r~ 1 ~ 0 25.8 1 AROUND ' TYPICAL ~-L ~ ~ EAS ME cn .
Nr • 1 "S ( N,~ - ,yh~ a 25.3 Z N
1 1 1 ~ " ~ ) fl w / \ (1) 2 BLOWOF , ( E..~ Q'i / Q
1 1 2" 6LOWOFF 1 ~ O SEMB Y w Z AS L W
\ ~ ASSEMBLY 1. ~ H O 1 w Ey
1 ~ I ~i \ ~ Emerson Vl~llard ~ ~ < rh .
1 I \ ~ a s 25.3 D.B. 146-872 ~ ~ Z
m 'G ~'N o ~ N
1 , 1 0 0~ ~ 1 . a~' 0 25.4 r i '^_~2 W
. ~ -.6 H ~ ~
0.
~ t ~ / " 1 ~ ~ ~ ~ 30 F.E.S. ~ i / " I''' • 30 F.E S. INV. 19.2
w/10'x15'x18" E.D.
\ 0 \ p.
+1 ~ DM 0 2 \ 1 ~ S H N .
~ 10 1 TOP 25.5 ~ • INV. 19.4 O
1 \ . Y!` C.I. N0. 7 N w Op
1 G ° 0 a~, ~ NCDOT TYpE 30' DRAINAGE EASEMENT RIM 24.0 0 5 SSMH N0. 1 E n2
~ ~ ,r STOP SIGN a NCDOT TYKE INV. 21. STOP SIGt1 ~ GS
mC 1 1 ,x R/W & Street F-"I i ~
_ \ C,I, N0, 1 C.I. N0. 3 EXIST. SSMH 6210.23 ~ RIM 24.p RIM 24.0 PROP SED ~ stub-out
PHASE I, AREA 3 1 ~ ~.5 V, y .21.1 SP IL C.I. N0. fi for future p (2:1 AX. RIM 24.0 r extension. ~
PG 14 OF 24 \ Jt 1 SSMH NO SDMH N0. 1 TOP 26.0 ~ \ Sl0 S INV.21.ri 8" u~i ~
1 r1 P~ " TOP 24.75 INV. 15.0 ~ T~ A
\ \ C 0 G V. 20.0 INV 23. N p S~ 4 V. .5 r ~
1 S'(© ~ ~ C. DOGHOUSE: r SSMH N0. 1 1 s ~r-•. RI C.I. N0. 5 / ASSEMBLY E..4 ~ O ~ cn c0 RIM 24.0 ~ ~ to
p' Utili~C., smt. ~ u7 v . 21. 1 " 1 8"x2" TEE o• , 0 a
a. ~ - " 50 GRAVrLLED ~ 1 8" GATE VALVE oo ~ Z C+0 ~ c;
CONSTRUCTION ENTRANCE a rye. 1 2 GATE VALVE ~ tp c0 ~4 ~ ~ . ~ W h i ~ ~ W
1 a SSMH Nr~ 16 ' LIC R/W) SSMH N0. 1 , ~ I I (40 PUB D
MATCH EXISTINv N r.. O O O z ~ r+ m
ASPHALT GRADh 24.71 (1) FIRE HYDRANT C^. N0. 8 (1) FIRE HYDRAN ~ O a ASSEMBLY ~i ~ O
~ ~ ASSEMBLY ~ C,I. N0. 2 R6A 24.0 ~ ~ a-- i^"Esmt. IN`r. 21.9 U ~
• ~ ~ ~ " RIM 24.0 t 1 ! 1 8x2 TE INV. 21.4 M 0. 1C 10 Ut~l y_._. h..~ ~ 0. 1 C
"'a \ ~ 1 1 8~~ GATE ALVE C.I. N0. 4 ~ e1 ~ U
N .122.9 1 2 GATE ALVE " " TST #1 3/4 WATER METER (TYP) RIM 24.0 E"~ ~~aw I
1 8" TEE O, 2 8 GATE VALVES INV, 21.2
1 DRY JACK & BO E ~ \
50 F 16 ASING ' ~ ~ \ ~ L C o~
60 LF +3 CL 51 DIP \ r
1 O~ \ p~
. _ _
~ ~ a, \ ~ .
OV ~ a \ • 1 '"+'"""~"...~0 25.3 ~~~~tii~uurrl~
. • . " a aiT ~ 927.46 r wr
*3 , ~ •o ~ ~ r.~n
e ° ~ 62 0123 1 ` 1 w ,
N ~A'I')r P~IIVIED ~ ,
r ~ \ ~ 1 • w w O ~ • _'v : ~ - y : 17374'~Y~ MAR 16 2001 , ~ ;
\ ' L GEND 1 NOTE: ALL ROOF DRAINS TO BE DIRECTED ; ~ ~ TO THE POND. ;~j ••.~??G~NE,~,~`.`•r
-3~- EXISTING CONTOUR w.M. Willard
1 ` • 29.63 ~ \ \ o EXISTINv SPOT ELEVATION NOTE: SEWER SYSTEM TO BE EXTENDED TO COUNTY S ~'~i ~REGOR I TANDARI)S. ~rrr 1~~~ `,f D.B. 1146-874 NOTE: CITY GROUNDWAT R rrrnn?t
1 ~ 1 E SYSTEM TO BE EXTENDED TO ~N CITY OF WILMINGTON STANDARDS.
1 ~ ~ PROPOSED SPOT ELEVATION \ 1
\ CURE INLET w/INLET PROTECTION NOTE: ROADS TO BE BUILT TO NCDOT STAND D DATE 10-05-00 )TECTION ~ S.
~ \ \ LIMIT OF DISTURB CE NOTE: WATER AND SEWER CROSSINGS MUST HAVE VERTICAL DESIGN PGT CLEARANCE OF 18" MIN.
S AN \ DRAWN MVL
1 h , ~ ~ 1 i" w.Trn urrrn NOTE: PIPE DOWN STREAIJ aF P~Nn nr ire nw et ku kFtitiv crR~cr
J/9 VIMIGR Mr-MM ~l I L N TO BE UPGRADED FROM EXISTING 24" TO 36" RCP.
1 1 11 1 DROP INLET w/INLET PROTECTION ITECTION 77= 50' MATCH EXISTING INVERTS AND PROVIDE A 10'x15'x18" E.D.
1 1
' NOTE: PROJECT SHALL COMPLY WITH THE CITY'S CROSS CONNECTION c 1 BAR SCALE 1 50
' 1 ~ CONTROL REQUIREMENTS. CALL 910-343-3910 FOR INFORMATION.
NOTE: IF CONTRACTOR DESIRES TO OBTAIN CITY WATER FOR CONSTRUCTION,
HE MUST APPLY IN ADVANCE AND MUST INSTALL AN RPZ DEVICE 50' 25' 0' S0' 100' 150' SHEET1 OF 3
ON HIS SIDE OF THE WATER METER.
9745

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p ae' ~,a k« .°i R'
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1 \1 TOP OF BANK 25.0 3ANK 25.0 g lNo Scale)
~ 1\ FLOOD POOL 21.2 ~ 15 ~oL 2.2 _ 747
11 NORMAL POOL 20.5 11 3 BoTroM X3.0 POOL 20.5
_ 1\ ~ 2 13.0 _ - g' EIP
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t:xleting SAn. _ - - - - - ZI9' - + • r•- ' 0 Sewer Manhol . + • 'y nj 15,523 1 ~ \ OUTLET STRUCTURE ` la,~e0 e.f. ~ ~?6
_ w T 14.,1 5 » ~ 1 5 INV• 20.5 ~
Inv 13.91 ~ 1 W ~ 3 6 I5 0 e.!'. 5 ~ N
1 1 ~ T 1813, er E
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1 ASSEMBLY s ~ u ASSEMBLY ~ ~ w 1
1 1 g ~ 1 ~ I1345 er. 6 B ~ w e' ~ i'1,126 e.f. ~ '
1 1 ~ ~ ~meraorl Ulf I la d ~ ~ i1
1 a ~ D.B. 146-8'12
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' ~ ~ 36' F,E.S. 9 e.rUPLANO
Curve Radlu9 Len th ~ ~ INV• 18.5 g 11,803 e.f. i~
~ UPLAND I 310' 191' 1 ~ r ~4' , - 14 , A 1922 e.r. N
1 51fD' 156' , \ T 4 ,4'
3 510 143 1 , 4 31f~' 94' \ 149 11,196 e.F.
5 310' 63' J \
C.I• N0. 7 ~ RIM 24.0
1 a ~ U g INV. 21.4 ~ R/W t Street
'S \ C.I. N0. 1 a ~ Io1D46 e.f. I ti stub-out
• RIM 24.0 NOS e~ 1 ~ RIM M IOb36 er. a II~B~ e.l'• ~ ~ ~4 e,r, ~ u,e04 e.r. • for lUture
9b,1 el. INV, 21.4 INV u 29 e.r. C.I, N0. 6 sxterlelon. i .
1 SSMH N0. 1 A S F, Exieting Sen. 1 ' ~ RIM 24.0 P
~ sewer Manhole / ''~g8' SDMH N0. 1 ~ INV, 21.1 • ~ rygl N
Top 14.5 ~ ~ TOP 4 ~ INV. 19.3 i / u
e. ~ C.I. N0. 5 1.- / 0?
R \ rv 81 RIM 24.0 , Na,-Municipst Ut f ~ _ INV. 20.0 10 - 1 " , 9~' iei at Utility Eemt_ --e- 1r'Iufl.--p 111' ? " " ,~s 1 8"x6 TE
f 119' T4' / 1 6 GATE VALVE N "
1 ~ 1 ~ w~ r- h' ~ ~ C.I. N0. 8 1 6"x2 RE UCE
~SSMH N0. 1 B ?9' ~ ~ 1 2 GATE VE ~i ~6~ RIM 24.0
r INV. 21,4 • 81' ~
C.I. N0. 2 , , 1m R 20 R ~ RIM 24.0 ! 1 6 ~ 18 SMH N0. t D (1) FlRE HYD 82 ASSEMBLY ~
iNV. 21.4 ! 1 2" GAT 8~~ ' ~ ! T6' 82'
9 ~ 1 FIRE HYD ~ a,-ihunicipa ' , '4 ^ ! SSMH N0. 1 C 10 N iei al Uttltty Eem . Non•Mun p ~ A
J ASSEMBLY C.I, NO. 4 >3•s ~ ` PLAN RIM 2a.o
OS ~ ~ INv w 11,510 e.r. 13,110 e.f.
\ ~ ^i G ~ 10j14 e.r.
4m' 1 ! '1 s \ ~ ~v N ~ ti ~
RNl ,,1 ~ nba !r ~ ~ ~ a 30' R 1 ~ ~y 14,639 e.r. N N u! ~ 10~I4 e.f.
' 13 e r ~ 30 R 1 (per ^ / ,019 h 81 e.l: 10,188 e.l', ~ ! ~ 9956 e.r, 1029 el. 10,188 e.l'. 10,188 ef. •
~ ~ !
1 ti \ ~ ~ ~
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1 \ ! . • • ' '"'"guffer and
20 y ss' 1 750 82~ x 25.3 s2 927.46
NAIL
.+m'Riarr_cR.uar \ / ~5' ,5' N 62'01'23' ~ NAIL
j' e' n' a-e a' r ~ 1 ~ 7 7 56'
3,1 MAXI ~ i ~l~I MAX ~ 1
blots , EIP to c,~em~ z,.m, e• a,•o, . ~ \o ~
vAL~et' I~~~.a ~ WM. Wlliard lard
~e Auer ~ sum Csener's I Notea:
~5 D$.1146-810 6 D~Y~LOPM~Nr NOr Perf rmance aidentia ve men I e to t D
(1 ~ I. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH rYPlca1. PRIvAr~ RoADs 1. New Hanover County Parcel No.:
1 1 THE NEW NANOvER COtNTY Zo1NnNG ORDMAIJCE AND (lU/ 2'-(d' V,4LLEY CU ) ~ SUBDIVISION REGULATI RB ~ ~ oNS. Map b1-00 / Bik 05 /Parcel 2.4
1. Total Tract Area: 13.E Ac.t
~ 2. ALL ROADS TO BE PRIVATE, MAINTAh~p BY A Eld'IEOWNERS ASSOCIATION AND IN ACCORDANCE
WITH TI•IE MINIht~M CdJSTRUCTION STANDARDS FOR 3. Zoning Dletrict: R•15 Mae boro toulnehip New Hanover County North Carolina
' SUBDIVISION ROADS BY THE NBC. DEPT. OF TRANS. DESIGNED BY: C. If SHEET:
3. SANITARY SEWER SERVICE TO BE CONNECTED t0 t,+ ~ ~ ;;;,ri~ir:.'u' THE NEW NANOVER 4. Reference: Map Book 35 at Page 269 ORAriN BY: r~° im ina r
COWTY SYSTEM. K b1n o
t..lt Ftl.etl+ L4-lt1i,,. V I'~J'i !.I . 4, Va4TER SERVICE TO 1SE SUPPLIED SY CAPE FEAR scALE: I, " 0,
UTILITIES, INC. an GATE: DeCdnb ~ PROJECT Na: 9'1115
5. ALL TELEPHCI~, ELECTRIC, GAS AND TELEVISION SURREY FOR:
SERVICE LMES TO BE INSTALLED UNDERGROUND, ter turner < Co.
6. THE CGNTRACTOR 18 RESPONSIBLE FOR TIdE LOCATION y Cxraphtc Scale
AND PROTECTION OF EXISTRNG UTILITIES DURMCs P.. Sox 451 50 m 25 50 10a Ulf I itlatOn. NC 28406
CONSTRUCTIdN_ C.~L u.l nrn eT I_AAV71_t49_Anlu .
AND REPLACEMENT OF ANY UTILITIES, CURB t OTTER,
bdivision will be.earved by County sewer. However, due to the limited capacity of PAVEMENT, ETC. TWAT MAY BE DAMAGED DURING
unty's wastewater treatment faCllllles, sewer capacity may not exist. As CONSTRUCTION. DAMAGED ITEMS $WALL BE REPAIRED THE ncad In the approval letter of DEI NR wasterwater sewer IN TWATE LEAST AL QUALITY OF u101'tlQ'IANSWIP FOUND TRIPP ENGINEERING, P. C.
uction and operations permits and/or final plat approval of sections or tMe IN ORIGINAL ITEM. 507 Chestnut Street Topography aompned from 0 W gton, North Carolina 28401 Tele.: [phone]
LLcatrea R NOTICE CONTRACTOR IS RESPONSIBLE FOR TWE REPAIR leton may be withheld, If In the opinion of the County Engineer, adequate sewer N ity does not exist NO CONSTRUCTION SHALLCOMMENCE UNTIL A PERMIT eotual Held eurvey or tract.
IS OBTAINED M ACCORDANCE UTW TWE COUNTY SAIL
EROSION AND SEDIMENTATION ORDNANCE. HOBBS SURVEYING COMPANY, INC.
7225 Wrightsville Avenue - Suite 103
'Wilmington, North Carolina 28403 Tele.: [phone]