SW8050409_APPROVED PLANS_20050718

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 QSO`t O�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zoos 01 1 g
YYYYMMDD

I
•.
/ ■ •SSMH
�� , a •I N V.: 2 L23 5]
-l
ii
f'
I -
IPA
���
i
! r I•.'_9! f:♦O♦♦:�:!:♦:♦:!:::!e�.��:�:ems%:�P%:pip:�i ippp!%i�.'►ti�!%%N%i��i�i�iri�ij♦j ♦�.�p.�
---.■I'1`'e-♦-' ?•ems ♦ ! wltn�w♦.♦�� •r..A♦ I♦e< " i�i ,i ♦•" ♦♦♦♦♦♦♦fl♦♦♦♦♦♦ Ina
�
L e-
> w"0 ' I .� CURB INLET LEGEND
t a m ' I ■ 01 I TOP: 30.16
FA: 29.49 PROPERTY LINE
INV.: 22.a9 DISTURBED AREA/CONSTRUCTION LRa
_ .E-COMMUNICATION I I EXISTING CONTOUR
/ I -1--- I p, I INTERFERANCE
alW.=27.00
#2 I t6'1 SDMH
EXISTING SPOT ELEVATION
I RIM: 29.91
SSMH I - -RIM. 29 91 InV.: 22.s0
PROPOSED FINISH GRADE
INV.: 24.19 II SPOT ELEVATION
OP INLET #3 1 � 1
P=35.50 CURB INLET #5 I I PROPOSED TOP OF CURB OR
V.=26.40 TOP=30.63 I I TOP OF WALK SPOT ELEVATION
--f------ -�--- 1 --- R'/W
_ TEMPORARY SILT FENCE
__REMOVE EXIST. CURB EROSION CONTROL AROUND INLETS
AND GUTTER AND INSTALL n
-f - aTs DROP INLET 4-.. ---e^ss -__,-,.RADIUS TYPE DRIVEWAY
J
F
Q
Z
0
Z
"
►_
a
d
J
N
w
a
Zo
Ld
O
to
Y
,^
Z V�ri
c6e
0
O
0
Z
• , ,I SEE SURVEY SHEETS FOR • AND
IN
CONVERTEXIST.•
. •ii♦w. '..w>rCay>veSe.AC"♦o.>.`..♦;,>•,$'...w AV�IyA.t�i♦♦. \ '.- J - - c2 .. ,�f .
•• , •
VICINITY •rOw♦I-• ■ `'
♦�•�♦♦tyc�^Titil'.e♦♦i��` 56,G�`'wbrV♦'c��e�._ kL,■t@+'/ b'y
NO SCALE• a it► t ! 1-;►01♦f�•.e♦♦•♦♦•�� w.C..t.%♦�Qli♦.,.,�Ae..O a .0..� lr- \ ` • • a
!!_3+1illllir� ►eo♦ •a_e,•_ 1 .■■■LMONO 0
�u7 \. iei••�'Di♦i.►ii♦i♦i♦i I� � � 3 • • •
Not
c ►♦wl. �.,•� ��\ 117����■ ���■i• i.r:1,► ae♦♦♦♦♦i♦eir•♦°..!�•io•�V. Ii, '-d
f = ) q ♦♦�'♦♦♦'•!♦'II!■�a.!!M■!/I!#\� #■■1!�■ Ili■� �♦op •f�r�"s° uQ;o♦i♦i� � �) > ; �� I I
*♦f e►♦♦ II/l.a���■■:If111112Rl1.. i■■■■■fcsc�li Op<� merry >♦♦ ,♦♦s, � �_ _ '
. c i� o♦iro♦afl �■�I+�''�7B I'.�Ef7F.Eri/■■■■■■L��J■Ilppa.♦-ri,, C.or-.a;• � � �
t '' ' 7il!IMAI�!l�,�ifliil■■■■■■■■■■■� �� � � fr,-y '•� .. - • 1 • - • • • - • •
u i
-� .e%� _ ,�IrlWtrtilrr?:n■ �•\■■■■■IE�iI�■■■t'7C�!'JE�C�\'!�st� ��� ��. �•: � � 1 •
I■ 1■■■■/.JI!■■■■NIINE
II■■■■■■■■■t!"_J■■■■['�
j'!f 1■■■F/■■'J■Itv.iM'EmMmom■■■■/I■■MONA\�•%Q•��/-
t „1' •N ■■1hI
------ .. 3=sG�=zz■�■�■Al-=■-/��0!■.:■■l\■JGAYlut -� \ b�. , • • ■
soil / "' a • • • • • • • •
y t ,�` 11■■wdIM I!■■I ■■IOif;1■[■J■.•i' ,ta ,\ �
FIRE HYDRANT1 1 3� iy ii■/1!■1 IS91�/1 ■■!�♦:!■7■■'�'♦`�♦♦ \. �' • ■
JU♦♦♦p \
• • j .�� 1■■f11■1' ate, I■■■ • : �: . i♦i♦ice♦p�•`a0� �'�-----�� • b�, •• • • •
... . _ •- ' >♦• I■■11:U� I#■■ pal■t\�.�.! a. ♦• ♦ \
BETWEEN THE
• • ��� «�• �■ ° I!■■1 i[e+,YECI#
GRAVELLEDIN CHATANOOGA@TLWN
���•���♦♦i♦i♦i� c ' ry •y�! `�\ •�d y
d p' )it9O1 I •►.♦a■wl#■ �i♦ib°`�♦i♦i♦i�MR
r
• �': 1 • CI' I■■■\ I■gip■[i'#■ O:♦:e0:♦:•:♦:♦i♦♦. ii' - - \� ` • • • • • • • 1
n ♦♦♦♦♦ ♦♦Oi.. __ . • • • •
WON IN 1111111114pi
0 IBM
OF 2:1 CLOSE EXIST. DRIVE AND4"�6 INN
IN
ZED. 4x INSTALL NEW CURB AND If", W4112,
GUTTER TO MATCH EXIST
fat' :•Ell
JRBED AREA/..Emil "�' : ■■■■■■■■�■■fl#■■r,;������� c >
• •��'�it7' ►t/IL' • a • • I■■{�{I\1n■■■IINS 0#/"-�_ + •• 1 •I .
? m b�aa° 1�►%j��•.•�[_ •' •'I s 14
INN `n�\Sol
UPRIGHTCORRUGATED•._ II�■tl
METAL _ABOVE• • EXIST.
.iiY{ �• as
• ►♦� - -
\►�'� iuj
WOODEN
► • • • d� ' tt: t�•�'.•�" • a 1 i■ `I I •117i . . ' ' ' k \� cry i "I I*.
'■ \ - 1
F/ III
a IN
�■� .•r d4: . TO
/\ `'.I ,/` . • f,Z, •' II - VL► ` i�y �... '«Il�.,�� •• • 1 I I •, • ° , , .
/ La
.1
f �,r �`- ^. n• ���. j,r y4�'-_- rI • - : -: '; ' � �: wh��h if -� , '' , � • i •.. - .
pa C . nos ...I`�r x �- ..,�� 4T1�� I -' -' 1■ 1,, _-_. x • ' 11
YWY�JJ1i� 999 m }1u '. Yv llra.l!!�f -._ - . ► I.I . 1J b�, �-- ' �• ,,�{
• 64 a ♦•M,♦� TO GRADE AS NECESSARY. J
♦ Asa•• 1 ./ v ♦ �OAFb i
-1 •- JZI® N,{1R1♦♦►•♦ .. �1�• •• i y 1■ (' a♦♦ a I ,�\ ViO;S ♦ I t
.. . - ..I _
SDMH
111INA■ II JUi♦ii
,� ♦iJ r. ♦♦♦♦♦
4 �• ���I♦.4.�.►e♦ip ENTRANCES AND INST�I�tl■■1��=��la ■♦♦•♦♦♦♦♦♦• �ft]Q•' �i:;, `� , Y� 1
•• ♦♦♦♦e♦♦♦♦♦( I� 1 `I bT�• b 1 • 6 i
• •fib k■� `f• ff7 �ii♦i♦i♦ 1 �, .;'� "-► ..!, 0i�� �� �� -1 • .. 1
', V
_._. �
.;.; ®g'�1 •e� 11. I< 11 .❖.❖♦., �Cav - . J� i_ aa►j`^,
r
. , ........ f� ° s ;� � ' • :i pd �' ' _ ,,.♦. 0/O%%/ f4� ��� ` ..._ _ i..,.,«,.,.i I�€il` �I�t��,�°'� I! �\I■���1�
• ��®►p� •), . a I • I■ H v1o®%I�S.� �Njn �� •�jol l 1A!5 b� ABANDONEDTGQ• ' fEEi - I ►
• . .r I -0�`b ►e"• _ -- • .fit.
• '' .. sty!:� •• ~�1 % H fkf �I f[� • 11 • •' .[:f • '• u:► ` +I,
00 ♦ ►
..�' • - ' fa ( ►�I s��. _ • _ 1■ ii fja1.1 'IZt•, I CURB ,
IN
INEWS
•4.oa►e4 1■ I w ■ I��----------- ------ ----- ------------ I Sim I } I 11
" ` ♦ Tao r>y♦�.)�� 1■ II ■ 4t \ '• , .. , / f \ .- , aS3 �, '�'.'01 r 1 /1 jr
.• rI ►♦"i -j- 1■ pp •••' f[�Ir Ilu 14I�
►♦� , ►�"►� �■ N - �� `61,I 1 f�Q•' fbi fi� f(•i fb, f. im •ti ••• I �` "ii� a s I�
,
I
L90 CURB INLET
■f •• .. i ���� . fb •• •1 •• I1 •1 I
I ..►.�•I `, ... • r • . • 1 f�n I I frBUILDING IN OPER-.
�wu .1 ���1.�•� •
•• •
IN s
TIE NEW 18" PIPE
INT
IIIIIIIII
►�O Ur ILII��I _' 6. • ���9.76
.� `�n fC► f�1 �� �• fC► f��� /--1 /A� �c�_a' f• �: !"'�. fif '� C ET
1 • la..,
11 • 1, I j♦ - ��i-iwl/i�ZM':•iti f 1 i P- �- 11 • 1110 IPA
(4 onti ` i�g�cp(•' I ..�! v-Y
•• 1 I• ♦a I• '3♦•f�o)(•►�.♦♦:♦e.�.'eio.w♦♦�..♦�. s:♦��_.-0i .z._.w...T ...Y.... _5.,.'.•. .!rar :.�.. ... s��.•,�.b:ay�c'
OTECn
INLET. SEE DETAIL SHEET.
-Ad tQLjQ
ire WOMEN a
3•'�i.►-
: '7C��•�`"s� SIR 2 ON IN EXIST. CURB
It*,e�a �♦♦♦ pco��.♦♦te♦�♦e♦y♦
',r-�a-��-• =<.-` rra. �.I �.9+
�♦� r, y JG
�CURB AT CURB INLETS. -
t--'��INSTALL APPROPRIATE INLET
ON. SEE DETAIL SHEET. _77
•
l
,
-. _ . • - . mow, • �' __ - �. ."-w_ m .A..>_.
I 'jli l r.tlh7trl(l( lI/ /1 Y- �� o - - - - - -
ll'7�lr�y( ij(1 "/ti(JlJ1J//l!J I! J SSMH - 70�w TOP=13.0 !
}llllJl'l{!I !l,/JJ/;Ill !/ Jt _ cS�- ~` �- \(-• DROP INLET INV.=9.0
�[ 8" RCP m 8" RCP
aJ' 1 it/tJU SEE No7F - + - _ -.a -<4 "', TOP=9.25 't M,
J1/ No. 2 .�.x-. _�.it\\ Ut / ` `� `_. cur - P
NlilhllllIIII'II/Jlf/rl / - \\ 111 f 1 /// INV.=5.50 _ COORDINATE NUTT ST. IMPR_ TSr -.
J/%J�JJIiIIIIIJIJIIIJJJJ//// i / /I e �* M \II! \U\ �t"��\ ( - =_I I // : /�-�` -��, DROP INLET_.._..._.- _ `. - ,-,/ �.i - DR6P INLET CURES WIET T
_ 18" INV. IN=9.5 �- D P II _El
/ J - x _ - � \ WITH CITY OF WILMINGTON //`� -` DROP INLET
TOP=10.0 / I i TOP: 9.i3 SAND FILTER 2 70P: 9.G1 ( SEE NOTE
- -- �_ SEE DETAIL SHEET INV.: 9 -
//J!`INV =6.25 \ - -- _ n \ t PROPERTY NE.CE ALONG i Y.: 5.52 No- 2 V :
�_._� o- 2
�j /IIJl;tl7Jl// Z// i fi �q i \ C4 \\\\ COORDINAE HARNETT ST. �\\ \ \ \ ` DROP INLET`-/� > ~ ` -" _ C6` 15" INV. IN=9.5 ADJUST TOP TO GRADE S
_ //IJ111 I,t1j)(1.J f �' ! // `� lr� %Jll * \\ \AND NUTT ST. IMPROVEMENTS \\\ \\\ , \ J\ - .� /NSTALL APPROPORIATE INLET r T 7 \ 1 V.: 46 2
\ \ TOP=9.50 \. - _ N, \ �1 /� f DING
� j\
\\ \\ \ \ IF NUTi ST. AND HARNETT : 1 PROTECTION IN EXIST. DROP I O R A G t- B I J I I V I ' \I G REMOVE EXIST. 18" RCP AND N
-WITH CITY OF WILMINGTON. \\ \\ \ \ INV.=6.00 _ �_
-ST. ARE ACCESSED DURING INLET. SEE DETAILS SHEET, INSTALL NEW 18" RCP PIPE
- '//J/!•1'r f f//\11 / = \ \�=/,I\\I n> i n. \ CONSTRUCTION A TEMP. `�� �`'<` FROM EXIST. SDMH TO NEW SDMHFERkNCE
) \ \ \ '5 - GRAVELLED CONSTRUCTION yy�� C
\ = ENTRANCE SHALL BE
G CO CURB INLET AND NEW 18" �a
/i/% \INSTALLED. ��F.„ - ` - a RIM- 9.9:.
Go' RCP PIPE FROM NEW CURB nVi477
%/ \ - / INLET TO EXIST. SDMH. ADJUST
\�� �ED�- IN
/ w, \ \\\\� _ �` �/i F 'r 11/i.(II �\\ = /\` \"%\\ `SI M FRNNT Ml?.\ __.� <( v ,✓ _
\, I / \ \ \��,� /// �- a \ \ / �/ SDMH TOPS TO GRADE, TYP.
\ \ �� \ \ \\ FSD��MH--W. IIIG41 II "% \ \\\�\�\\ \\I 1 �J\ r` \ SE 1 EN AL�C R
"* ^'il)I{Ii�{ N* \ \ \ \ \\ �\ %-c\\�/t li M --,� 9 <.,Z / h • t I \ \ \ \ \ \\ \ \ 1 l 11t , lA v vv TOASITE GRAD : 349
(i�/ !'! r� C•OiV m* /.^ I\ QI \V -'-
\`_. [S:E
MH
E NOTE
Iit
j,l 1 I .- 1�/ /i/ii .. ' { '• 1 `-.\\\\ \a\1 i \ '\ / \ \ \ )! �11J 1 "'\ r \ �L. _ J
.Ui1' i � � �'`�' � /✓
/r/ 0 \ \ \ \ �' \ 1 11 t 1 \\\\\\\\\•,\\\\ ry \ \ \ y+" 1 1 (rJJ /i / ,•, cT .� � * j__ �-_ yL 1
+. f
. :,!,III II I I I \ \ a,pt t i1 IhlN 1, 1 P
v ro A III (! _ :n �' ' ' I t-
-
--�� DE& JST
N �0 ABOVE --- q[D• JPN
- -- -- �. ---- �
\ CONSTRUCT NEW CURB INLET.t+
\r oaxrt. INKS`1 . -- -FOR INSTALLATION OF NEW d"x
18" RCP PIPES. / DA-M 07/08/ 05
' TOP=EXIST. /
INV. 5.48 {+// a�„Iaecuorr.
jr' IUP: fiI \.`. .�` - °,,0 c..•
INV.: ,,105 I .. i E r I/ 'L`i^ r01f •..
a 1 i 19 '.
Aj-
�.a•'�b' �. CJ
� ro x`x'- --�1 I 'ARrle Hasa•'
40'
N D 0 40 80 120
C1

[
Ld
I \ I LEGEND
I SSMH NOW OR FORMERLY I z c 0 ~
` RIM: 40.12 o-�aa (n NOW OR FORMERLY
.\ MG INV.: 33.78 ' ^'MERCER - TA.YLOR, L L.C.C.- , �zo� -_ I � I CURB !NLET - i '
\ �ARF A UNDER U , THE TRUSTEES OF CAPE
O 80bK 2146 PAGE 02.84 0��� I- p TOP: 35.80 FEAR COMMUNITY COLL.EGE-
CONSTRUCTION I 3z_0a CURB INLET F- F/L^35=72 BOOK 2474 PAGE 0252
t ---
'F'� �\ \ . ---- TOP: 35.84 � I Lc! I � I -� INV.: 29.92 ,
�\ \ r +- F/L: 35.23 �+ +�, +
%J O\ ' 1 \ DROP INLET E cn¢f RAI.: 29.33 C'�"'■V■
% SDMH / TOP: 38.80 I [ I PV.;
� /\ \ RIM: 39.97 r� i INV.: 36.80
�i �\ 30
CURB INLET f ( i I
C) TINV\ \ TOP: 4rY,49CURB !NLET\F/L: 9.8Sj G i TOP: 35.37 Q ' /
,ILDROP INLET DROP INLET INV5.80 . 4' / F/G 34.69 �"� , / L ( INV.: 29.89I/4; 33,64 TOP: 32,15 .: 37.29 INV.: 29.95 /
tiz"Rc
_a
t
z
`z
z
J
a
O
a
F
W
ZO
LLJ
W
O
O
!n
Y
�
/�
Z
0
O m
Z
ell W
)'RCP / \ J ' / SEE SURVEY SHEETS FOR SURVEY NOTES AND LEGEND. v)
/ `r <XL.! 4QI i R/W j DROP INLET1 Q o Iffffm
< _ v „•¢ ! /< / <, TOP=35.50 Z
�, / a` ( I % .EXIST. TPA OF CURB.
< o ©
AREA U(\DEP, t \} I \ .<, INV.=28.0o
\ NORTH \rRONT STR€ T � o (n Q
CONSTRUCTION Z\_\"IJ/\"� i,� [ b \, a - TEMP. SILT FENCE.- NOTES: 0
DEPRESSED �iN rss -ra �--- -o-ssLRT
--ess --e^ss - e^ss m O
-Il ECM ECM'_ _ _ \\ (PUS -IC R�w) CURB. i \\ 1. PER WETLAND CONSULTANT, NO WETLANDS EXIST M
\ ^ ON SITE. N 0
NOR0-1 ; STR _ET J
"w--- D ' J M J ss s' --- `- s / -' J - DE -WATERING IS THE RESPONSIBILITY OF
CURB INLET \ \ �� /\ Q _��t "W-�•--- SS a"w ,� .�"q� _cs 6"tj / v�g-i6"W / 4' S0 '.� IST/i� "'"- �_- _ / LJ
TOP: 32.77 \ \ \ \ \ i �� o - ss - ��-24-� / {!- /-t6,Vd'= isW--_ --- w 34->^- / -- - THE SITE- CODNTRACTOR.IN __ ) 2.50. W
FA: 3t,as \\\\ \ \ \ f I I �* ' - \ �i " _ - ��.R---�=„_ _-- _ / D 3. ANY DISCHARGES FROM DE -WATERING OPERATIONS
\\ \ \ \ \ IF I n'(� / - .n,....,.x.....,� --- 3 36" RCP
INV.: 25.64 \t\ 111 111 l \ , t i l J+J lI / \`L / \ `, - \ \ _ - ._ .\ \ ."".d ` i 5" RCF r., , , LU
FORMERLY \ 11 I 1 `` _ \ y # SHALL MEET ALL FEDERAL STATE AND LOCAL W
nl - _ -_ --�--�„-1- -- : "I REGULATIONS. •
wife, V \ ill lull\ \ \ II \I (tl �� %y,-_._ ___`�-�.-.� _� .�. '�� ... - W ui
and wife, MAR, K. DEANS l I I I / __ _ _=- _--------� �7
PAGE 0792 1 I II \ ~�\ lhl 1 41 / ,* /'1/9� ---- - -- E ' 1 50 -- - 4. EXISTING SURVEY INFORMATION BY MICHAEL V
\\ ll "" / Jy''i' _ "-------- ` I / IeEN XST.i --- - UNDERWOOD AND ASSOCIATES. P.A. AND PROVIDED W
L •
INTERFERANCE\". , R 1 ///'/' _ -- - `\ \ \ I \ i ` n t 3�.�I 34.50 - 1 ' BY OWNER. Z r�
SDMH / (, ib \ \ u \ p / / // / �' _ �. \ \ 1 CURB INL-T To YYY ' \ 5. ALL ROOF DRAINAGE SHALL CONNECT TO Q
RIM: 9.44 rl *>y \ : \ / [i` 2" //l/t /.-'.-'�'"- --.._ _ `�\\\ \\\ 1 -_ ,// ,-,
INV.: 2.55 ///(III\ t \ \ `�h / I' // \�\\\\ \\\ \ \ F SMH
`\ \ \ \\ \ \\ \ \ �L: 34.6 IM: . 5.2( ° DROP INLET #8 AND JUNCTION BOX #29. SEE-
/"5/�- - INV.: 1.15 �'�'� I / BUILDING DETAIL SHEET C6 FOR DELINEATION TO Q ' Z
// l i _ - _ - \ \ \ \ \ \ \` \ \ f EACH STRUCTURE. O L O
/ / \ \ \ \ \ \ \ \ - \ 6. ALL STORMDRAIN PIPE TO BE CONTECH A2000 a O �■
SDMH / l (, 3y 4 // : / /J /�i/ JJJ/ /' _ INTERFERANCE \ \ \\ \ \ ssr -�-rsr--.� _ �.
RI
9
.8
2 X\ / /� /J �/ - - - SIItA!'-� \ \\ \\ \ \ \ \ F'- -' rI - PIPE UNLESS OTHERWISE SPECIFIED. INSTALL PER ..
iC - 1
RIM: 39.65 _ _ - - - -- _- - - Syr Syr
_ MANUFACTURERS RECOMMENDATIONS. ii. Y.
INV.: 3b.25 \ \ \ � \ `• `•.��\ �. -,_ -..- xl; F � 33.55 �*
\\ \\ OF \\
\ '- - _ _ - -- _
!r c \\\/// �- /i///iTmmi
OP: z6.5� \\ .\\`\\\\ ------ _ � _. - _- ...�.. \ �, / 1 �
DMH EN/2:
ET \ / ;- ( ! \ y,� / / .+ J JJ J F/L: 5.9. \ -_ _ _-_- -- _ _ \ \ M ( ' I ♦' ■
/ / / / TEMP. SILT FENCE. V
RIM: 8.73 ' 7 \ 1 / \ / / / �-/ / ////Ji"`;J ItdV.: 31.94 -- ---- -
INV.: 2.53 0 J +I i \ \ �1 ii0ii �/ /i / - _ _ CONSTRUCTIO \- '\ \\�\\ \ ! I� ' �+ y ! Z G
\ :',�' \ �/ / C _ //li// / . TRAILERS. -
7 \♦ 1 I.. \\ \ / ,� 'i%/i/!///jam �/ ` FIRE HYDRANT`
r� S�yrr
SSMN ✓/ \ a'1 � \�/ \ / / /,/ f / i%/ / \ _. \ ` \ \ \ I 3 t J _ - 7.0 SLOPE CURB CC a CM
PROJECT B.M \ \\ �\ \ \ , ! r-._" \.., \�'� ♦ `r
y \ / I%f/ ,- _/ \ PAINTED`FLANGE BOO \ \\\ \ J & GUTTER. g \ ,R /�
RIM: a.46- ..� \ \/ \ �` b2` ///i` 7 //Jii ii%/ \\ BETWEEN THE 7c .,¢c T \� \ \\ \ ! /--1 ' • p - \\ \ \ v ice, c
L_- R \ .\ C \� \ /�/fi\//ii IJJ/ // ELEVATIOW= 37.74 \ \\ 11 \ - N* - v
41
INV.: (-0.65) 'C + \ ' \ G,`�' /// // /i/Ji%/ \ IN CHATANOOGA®TENN _ \.\\ \
\ J� / / CONSTRUCTION 1 1 J
✓� /i TEMP. GRAVELLED I / \ ■ _ 78
\ Ile, TEMP. . // I /�„ f, STA(1G AREA. \ 1; . - I� RIM:�Z6.37 # 37.o I m M
,.,n -� I Cp INV.: 18.73 G:
( r DROP INLET 8' `5- a - °D s°w►,■ :it \� >
k CONSTRUCTION „:* \. 1'I141' / ( w ■
ENTRANCED \ I I (1 l r / / N�� SEE NOTE #5 k m frt \
S TOP=36.00 1 sr t . ¢ _
SSMH w `i•.. a
NOTE 11iII>� INV.=25.47 ._ N• � / ;?w.\• �': \ � F a
NOTE: ANY STOCKPILED MATERIAL DURING - - -- - N I /
No. z ( I (lLl �kiOPOSEDBUILDING y -- ¢ �[ a
J J CONSTRUCTION SHALL BE SURROUNDED BY r -� ; y I I J \ ST�OOR FFE=37.0 7.0 � h 8Y t• : c Oa Q d
TEMP. SILT FENCE AT THE TOE OF SLOPE. r.. w
/iNLffT ' ' II i 1 ( 1ST FL R PARKING DECK FFE=10.0 �� %�• Lu i» Z
STOCKPILE SHALL HAVE SIDE SLOPES OF 2:1 CLOSE EXIST. DRIVE AND 4. 8 y=. > > Z co
\ \ Al \ ( III 7qP �\04 _ _ �('` MINIMUM. SEED STOCKPILE AS REQUIRED. INSTALL NEW CURB AND 1 I x i 2ND FL R PARKING DECK FFE=20.0 z ¢ = O
I �' v I l ., ( ! iQ r: Z C7 g�
�+ a. J• ! 1 F/L� 70.21• �_\ 1. I Q W
S
S
SEE NOTES. ";" GUTTER TO MATCH EXIST. 1 , r
` _( \\, {I i 11 -�` TOP: Z R cd _ a
CU NLET :i>» W >
\ \\ ' ♦5 \ S5 1 \ \ \ hc+\\\\\\`\_ _ -----�`�` \ COTEJQ/� ":* I ' iI, E- t 7.0 _ .suit W '
\ \ \ \ \ \ \ - �� - DISTURBED AREA 4 III r FJ_
/ LIMITS.
/ \ N i i l if l \ I , TIE INTO EXIST. JUNCTION BOX 29 a
W*ft2.4 O FLL�,3a
ij! CURB AND SEE NOTE #5
INSTALL APPROPRIATE IN 0 TOP=22.00 1.0 B596 CD SHELL /CORE
UPRIGHT CORRUGATED I i I I :_ !: GUTTER. INV.=17.50
METAL PIPE ABOVE PROTECTION IN EXIST. i I ( - 7.0
\ _ CURB LET20
SURFACE rn?H LOC <ED DROP INLET. SEE DETAIL I ! �( \ S _ ( ) INLET #7
\ \ \ \ ` \ _ _ �` - ! III I g" :::= TOP-21 75
2 55 Vj .� \ \ \ \ +� \ _ �+!`�< WOODEN COVER SHEET. SHEET. � REMOVE EXIST. CURB AND GUTTER TOP= � � CU
AND INSTALL NEW 2' WIDE TO
IIlI ! If _ Tit`.> ) iN R' .NV.=17. 6 INV=25.26 3•
�+a�EL"(OSi.) CURB INLET �i! \ �: VALLEY GUTTER, SEE DETAIL. INV
L\ \ \ \ \ `���,�__- _ - - �r `` _ - �=� TOP: i9.74 'I(`I I ' :.wr.. __■■' ■■■■ ■ 7.0 CURB INLET(13) 3.8 CURB INLET(14` J
\ Se \ C F \ \ \ \ \ \ + - - = - '� F t 5 i JUNCTI0 BOX i =23.00 TOP=2 00 M
- ._ _ -_- ldv.: i7.05 'I I) (I:::. is> TOP=20�7 5 INV. NV=18.50 J N o
�'0�� €.J,P. DIST. ---- - B 9 !.t:: 19.08 Nam„ 7.0 3 o, m
- ( _ z'� I , 0 o n INV.=14.p0 Q Z
\CiAiE\��.�` ---- -- = ',`, (ll i + INV: 17.08 �■J 7S+ 3.5 3.5 M M
_ _ CONVERT EXIST. CURB
_-r�,j .1=- ---\ l 1 x , �■� IV
INLET INTO A TRAFFIC m �/� 'A" M M U
`� _ _ °x - + '� -'- - - - - _ - - - - _ _ --�'►2 ....5i J! J : BEARING DROP INLET. o VJ V+ o+
_._,- \+- - ,REMOVE E)CISi. ASPHALT,' _ 7i _ TEMP. GRAVELLED■ DRO INLET d
CUR AN AND GUTTER AND k�E.LP. J/ , 63 CONSTRUCTION TOP 18.50 7.0 Y
\ _ \ _ ®~ _ - _ _ __ _ -+_ ` -- .. - _ _ c _ RE -GRADE HARNETT ST. _ _ - t� 1 f ENTRANCE. ■ = Lu c
/ SS'
��_ -`' + \ TO NEW ELEVATIONS. SEE J i g.0 ■ INV. 15.50 5 3. W
_ -
H
REMOVE EXIST.
/ I T RIM: 7.33 FRO= o, -.�-`� - - _ ' �t�- - _ _ `_ `' "'�„_" EET �` - W cdi
�• /' ! S ss / INV.: (-2.22) �p - *g. - •� -- =-">: ---.� a�------�`- --^'u STR SECTION DETAIL. r' �r� CURB AND 7.0 f O
\ _ 1 \� R �7 - - - - - ---- GUTTER 1 :_ - - , �7 CURB INLET i Z = w
_ 1
S
�� - -- - - ---` `` '- m - _- E- ❑ ; -- COVERT TO AEXIST.SH. IN/.-I/.u' 0,8 -
y qe 4 `- ��� _ t�I $-� s__C if ° - -- TOP TO GRADE. INSTALL $ h
O• n ` --f�_ ^ tl ''4 ^k Z p
Q� ---==- --.. `" APPROPRIATE INLET ❑ * 9 5 W .t
PROTECTION. SEE DETAIL W tj 00
S a I ! '���� S, ram._ _\y =;_ .� < �. OLD FRONT S I R�E�T--R/�N_(CLO ° �° 7«;k SHEET. I H� ;5 __ Y W N
�.'. \ H -\" O \ J\ \ T oO p p000° o I 2 :00 1B
,. \. °o o.° o 000e oo 2 "'- J - LE.VE620._ --_ u - mOf
8" ABC STONE o 0 6 o D _ _
/ �' //I //1 /I/ JlI!/II / 1 ��\•� l �- -T _ _ _ _ _ _ uui■■ue■io■iuu ua ■iuuu■uu■ ■iii■- ■ a co U
>�� 3 _ - \\` ono°a o.: INSTALL NEW -G RB1INLEf--
_ LEVE 10 LEVEL 1 7.0 ❑ Z
" __ �\ \� a tlob oo g aoao° 7. 9.8 ❑
./ ok `>�` Sfy !``'y` --- L` ------ -= .-----------a=cr, -=- _ REMOVE-PORTII OF EXIST. • g a -
\ II / // \// i . i FR 1`�/ '' .� \ _ N �" L'•- 04 :sr -DROP 95
// J/i / I iii//J I --- - `� TO £gsf�£I, .-J / `� p�� /o* -- \� F --��\ k `AS5HALT. INTO EXIST. ¢ H. \ }� RS GtEi' NLET CP- ' ❑ C HC r Z_
/ .;I / /'�' /_ -�'/// - \. -`,� `�� E'' OF* s / mk ' , X- \ - RIM.. .. •^j'a... TOP: 14.1 -� p��■ a w
_ \ - INV.: 11.07
�^'- \ INV.: 3.96• v, NEW T E- ffi N
d: _ ■ ' CURB INLET(21)
INV.=EST. RE VERIFY
/ t / ♦ + .�"' . p ( / / j - =/ nk >�- _" / ' )B //^ Rn _ 1 �\ 7.0 i NVP=14.00 /�yr Ot 3
/ ' / / u, ,: ✓ DROP INLET //�-�\ ` \®� , ��.
•x1 / - � ; -.. \ , C � \ IF NUTT ST. AND HARNER I N
\ Z2 \\ Si. ARE ACCESSED DURING` \ \ o \
F / / DISTURBED- /_ / U -- Z
'^� / \ Ai I 1 .". ( INV.: ■
_ l I CONSTRUCTION S TEMP. f/ \ t -_ I •0
�V_ F/� GRAVELLED CONSTRUCTION - !
CURB INLET-i / i / %. NV.. (-2.57) / ' -:_ _ -�� \ \ \ \ ®ENTRANCE SHALL BE Lti \ / m
/ / / J $='��� \ \ \ `� - r INSTALL APPROPRIATE INLET] 7.0 , f 1
/ TOP /5'.1 /
/ I / / / (: / , //) (/ •/ _ �__ - � ` �� \ i � � � -, _ - _ \ ll) m f PROTECTION PRIOR TO REMQV o n f
r L: 4.87 CUR ■m
/ Uo SEE DETAILS ET. \ y
/ Ad
INl .. 2.47 ! \- -, ■ g
Sc
_ 6.0
ROP IN 6.0 60
s
INN \ \\ _ \ \ \ ^J SCAL J - 7 • NV.=6.50 CURB INLET 24
3 // Ij r "+/'�I!Alt`J[�J��iii'�������\\�\`\\�\\\�� �\`\, I I t•� \ f j RIM: �2.92 J._ // ■ -
/ vy !fl \\ \ \\\\\\/ riNTERFERANC i ■ TOP=13.00 TOP=13.00
[,� +PI)`\^\\�\\\l! / /, �^-. \\\\\\\\\ \\Q\\\ / •. _\ \ \ �'\ \ SDMH (SEE 't I• p sl INV. 10.50 4.2 INV.=10.07
t� ..W / v`-.=1�i\\\\\�\\\Sty\\I\IU///\���� 1\�♦\\�\�\\\����\� \\\ �\^\ \\ ' �\ ` 1E N?�; ^.n"` I '�_�\3.5
\\ ! / \ ^. \\
°SMH \\\\\\��\�u\\\ (//p\\\\\\ ��\\�\�`•\\�J\iv\\\\\\ �, \ \ \ \ '\ `� '` _ ■�-a�- Ft M. 72. 76
\\`\�\\ \\ \ / \\\\\\ \\ \\ \\\\\\O\\ �1\�\\,\ \\ \ \ _ \ \ �\l� ��0.0 FiJ _ 0.0 S MN p. OP: a.
SEE NGTE� \\�\\\\\� \\\\ O\\\\\\\\\\ `:�\.\ +. :� •` -- �� I V.: g IM.: R S t_ f RO I EI 75 3.
No. 2
O'S�\.
INSTALL NEW 4'X6' PRECAST
\z\N\\.\\\\ \\t\`\.\t\ \\\1\I �� SEW H2O RATED JUNCTION BOX \ / 04268
\\\\\ \' \ `\\\\\\t\\\ \� \lf11 /�� NEWTOP=18`O NV.=5.00
/ ` / is /�,/ \\\\\ \\\ \\\\\\\'1\\ 11\\\\\\\\e•\ 11J \\°- i I� --
/C,YT ,\%/ \I• \�• `) ` _ = -��.�� ,�_ _ te' CPSEE DES. JST
�\ t. i III II I/I1J It/ J /jlllll, /r/!I / ---- NUi1' cP 7 JPN
I !,1 rlti 1 rlli ! I J l 1 TM# \ yt f \C� acD.
Q 4 / 1 \t\\i\\�1\ 1 �' �1(IlNlil/IihIIJII(!!(JIJJ/l/l(, dlrlJlL \\ `�-/ "�`j'o♦ ) `� %-e-``ta��r-- m !_■� o" E ON v k. "- �4"---1 DRYM. NK$
(ll
\,\/ ~ \ 1 \ \\i`k_ \
\\\l l\ l i . __ _ T- r J. �`..� . * -T_ DROP INLET
\\ti\ \ Jll Y7J,it111, IJJJI (JIJJ/ll lJl 1� -� _. _ _ 10•�1►4.. DATE 07�08�05
SSMN ` _ a' ,[i
SEE NOTE` h.J..� \t1 _--� \ =e-._. _ TOP=13.0 - _.r - .�---- tttt,Itl/t
/ . _t0" DROP INLET _ ,
ll No. 2 O `�'1 -- -�-�= INV.�9yU -'� �_ --�. �`t ��.-
o /J(/17Ji� I i -._...3.-x�:' \. \l l ( - m / /TOP=9.25 ` s ` -- -- \ \ \ COORDINA +'(� C' �i
% i Q\\ JIJJ/ l��i%/J! /JJ{/l�J�%I / II mk \\.\ 1 /, INV.=5.50 y � `\ _ _ \� - ; WITH CITY �e
\\\ kill I / J ` `\ `
DROP INLET_ __ J J \ ' • Q...
- - TEMP. SILT FENCE
ak / `J I JII(lJ`II \\\� ``\ 11! 11/ It //r J f`• _ \\. NIll.1 , \\.\\ \ \-
CI i\\\\ COORDINATE HARNETT ST. \ �\\\\� ` DROP INLET,, E \'
\ \ \
CL �I \\SAND NUTT ST. IMPROVEMENTS \\ �\ \ , TOP-9.50 . t.' GINE: w
-WITH CITY OF WILMINGTON. ` �` \\\ \ INV.=6.00 D .........
,Jlf! w I ` \ I I D �.
%/P / !JJ✓!I r(,9ix\\l _ - Jl/I F f
//^^" \; J:II r _ - • 61iAE�\ dens
> l J, '_-., !/,//JJI-�� ��.�`_ i t\ \--`r- // I �.%/ \\�."* "� / \l\\\`\\. \ /%�.•�__�� 1 I/ 1
�i:-r_�` I //ri Jr iiii�i%_��\����� :Q ��\\\ _/%-' ll 1 / �^. _..�/ ,%r=r='=,�"..nT\\ i �_ U)I^k ( ' \���� i\ )iii �..� "\\\`\•\'�$`:�\J\�\'��\�\ _ SCALE. 1 4O
/%/_to iI`\/[?.
I%/�-�. / m \\\\\\\� °'- \�\�\`,/i:\1�`I\`\o``
i r J o" \ \ .� \ \`r, / ♦ \ /`
..\ \\\ �_ ,\ {i // II �� l///,�\\\\� �\ \� \\'\ I fl//I / .dk \\\\ \ \ __ / \ �- _J\'-,, _. 1 .F:* / m I , ._ _ i !i \ \ \ \ \��.-� �.\
\ � � \� � � ✓ '_ __ \\\, . � �� /' ./ / !1///'/ \\\�. \ -• \\ \ 1 l I � /, \\ �\\\\\\�`\\\ \ �./ � _ r- � _ � \ f/ :/4sd` hi ,•;* ^` " �k ^k .Illi I �'!( h \ \ O �\ i-` �? _.`` \ \ O 40 80 120
\C'+i ll it l'/ �- ' / IIIIIII,IIi, n* \\\\
y
C2
\�.� �'
\%[
AR! A. DESTR YF

R
t E1 w
S �
�"
t<
UMAR
.84
I
W 10- INV.: 29.92
0252
3:: 0
.23
I
zz= o
CURB INLET
.
OP30633 : .1
LEGEND
W
I
I 0QI
Q tp I SSMH 4. I I m r0 I FA: 29.49
RIM: 34.88 +++a NV.: 22.49 PROPERTY LINE - -
INV.: 22.35 °"' I I TE-COMMUNICATION / I DISTURBED AREA CONSTRUCTION LIMITS - - ^ - - -
LE
O II INTERFERANCE - w wPROPOSED WATER LINE -
I I -._.
g I I DROP INLET DROP INLET 10':'--- SDMH
TOP: 33.64 TOP: 32.15 SSMH I I RIM: 29.91 PROPOSED FIRE WATER LINE - FW -
gCp .." INV.: 31.29 INV.: 29.95 I RIM: 29.91 I I INV.: 22.50
I g i PROPOSED SEWER LINE
s 12"RCP I INV.: 24.19 is v
W C7 12" RC 118' RCPI J' - - I I � 1
_ � POS D INE -
I I
y < (41 <, -- - -- -1 m M_ I_ - -- - -- __ - -- - R/w --- -- - -- - -- --- - -- - -- - --- -_-__- - SEE SURVEY SHEETS FOR SURVEY NOTES AND LEGEND.
is
Tm i iof a M 0'•TT - 0"R --- m - C'R wss 0"TT - 0"R - e"T5 S 0" 0"R - 0"R 0'•TS - E••5T 0"R
MR 9`R-MR _s i °`°_ - N_ORT FRONT STREET... _ 36"RCP _ _ - - _ _ _ _ _
ss - s �� i P U B LI C R W ------- _ -_D11- - - _ «,
-16"W 16'W �•___ _ Wit____ / ) - -- �M <' <;z� °' . W 24" RCP NORTH SECOND STREET NOTES:
6 PUBLIC R W 1 THE CONTRACTOR IS REPONSBLE FOR FIELD VERIFYING THE EXISTING SITE
I
t o ® ®®®d ■ ®a � � !! N � ■ � 0 ®®l � Q7 ! a � ®� p9 � � ®� pR 36" RCP l � � [B � � � R6 ®W T9 M � (68 � � ■ � � � � � � � � _ �■ � sr � M / ) ELEVATIONS AND INVERTS PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE
6p RCP_ s 36'" RCP
■ ... �8'+;®�\ 36' RCP •T1E NEW GAS LINE RCP <, `' ENGINEER FOR DIRECTION AS REQUIRED DURING CONSTRUCTION.
Y t ■ �Cp INTO EXISTING GAS ------------------------------
■ =+T 4T WT �� LINE. R/W 2. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM SURVEY
I@ ��....,�,"T-� ♦ \ ° BY MICHAEL UNDERWOOD AND ASSOC., PA, AND PROVIDED BY THE OWNER.
VICINITY MAP T.MRE IgEN� q a® G� TM>� - NCNG METER " < < <, tF/L;
B INLET
' LAIiDSCAPE PLAN. <t 32.35 (ASPHALT PARKING LOT 3. REFER TO PLUMBING PLANS FOR THE EXACT SIZE AND LOCATION OF THE WATER
NO SCALE �p 31.70NOW OR FORMERLY SERVICE, FIRE SPRINKLER SERVICE, BACKFIOW PREVENTIOR, AND THE SANITARY
CURB INLET io 8+ 1 RIM: 29.82 26.40 SEWER SERVICE MAINTAIN A MIN. 10' HORIZONTAL SEPARATION AND 18" VERTICAL
�t I M■ �° NV. IN S: 24.57 -THE BOARD OF TRUSTEE
q ' / O O \T. ® \ \ SEPARATION BETWEEN THE WATERLINES AND SERVICES AND SANITARY SEWER LINES
F/L: 34,65 SMH t ® ° ♦1 + INV. OUT: 22.26 THE CAPE FEAR TECHNICAL IN AND SERVICES. ALL WATERLINES AND SERVICES SHALL BE INSTALLED IN ACCORDANCE
M: 5.20 g
INV.: 29.55 'I I ■' a MH d ` j / BOOK 0975 PAGE 044 WITH THE CITY OF WILMINGTON STANDARDS AND SHALL HAVE A. MINIMUM OF 36' COVER.
INV.: 1.15 I ® DMH 4 42 ❑ RI�p`'�t ALL SEWERLMES. AND. SERVICES SHALT. BE INSTALLED IN ACCORDANCE WITH THE
1p.-- t p ■' , NV. IN N: 27. IN II}' 25.52 ` ?\ I I SSMH CITY OF WILMINGTON STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD
3 INV. IN E: 27.02 QWAS�`"� 13 RIM: 28.VERIFYING THAT ADEQUATE FALL IS AVAILABLE FROM THE BUILDING TO THE EXISTING
X - X----X= " NV.: 20. o 0 o CURB IN I \ 4� SANITARY SEWER PRIOR TO BEGINNING ANY DEMOLITION OR CONSTRUCTION.
■ o c EXIST. FIRE INV.: 22.52
x i eFN �0 1 ■y 0 ..,, .c,� T CURB INLET 4. MAINTAIN A 1' MINIMUM SEPARATION BETWEEN THE PROPOSED AND/OR EXISTING
1; ■ ' O HYDRANT
` I .: 2 1 \t TOP: 28.19 TRACT T STORM DRAIN LINES AND THE PROPOSED AND/OR EXISTING WATER AND SEWER LINES.
■' i FA: 27.52
--------------------- ` 5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING NCDOT
N %i -----------a---� �� n, �. \y INV.: 23.52
I � "� � FOR THE REQUIRED INSPECTIONS ON WORK WITHIN THE NCDOT RIGHT-OF-WAY.
r 1
SITE
z ,.r
m
m
O
U
uj
�L1
0
5 7t
a
Ad
8
N
m
Y
in
Vl
O
0
Z
o
Lq
w
In
N
J
O
m
i
N
�� 0= ACR a
i° E11 ■' i'\+ DEVICES DURNT NG TCCONSTRUCTION WBORK INRACCORDDANCE W�hIE MUTCD,L NCDOT�D J
FIRE HYDRANT
PROJECT B.M. ' ■ j I ®®�.� `+ AND CITY OF WILMINGTON STANDARDS.
PAINTED FLANGE BOLT I� - U ■ t g
BETWEEN THE A & T g" SSCO INV.=16.00 tO m J ■' ■ ° I `••� \ S \+ 7. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION CONTROL ',.
W CHATANOOGAOTENN I m ■ I • , .\ REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE
ELEVATION = 37.7a DIP SS ® 1.0% MIN. 0 ■' SSM ' ° \ \+ce � + MET AND THE STATE HAS GIVEN THEIR FINAL APPROVAL CALL 343-3910 FOR INUNN
6" METER VAULT IN I i O,. n� DISTURBED AREA/ INFORMATION. SEEMS
■ RIM 26.37 ACCORDANCE WITH \ > h V „
6" X 16" TAPPING SLEEVE ■' CITY OF WILMINGTON �{ a `+ CONSTRUCTION _I
0t IN ..13 t • w 50 m ,C1 UMITS. S. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY IN WOMEN
AND VALVE FOR NEW 6" ■ c■^ STANDARDS. ° q g w �� '�"' m "..w m `■ �� \' f J, \ ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) INNUN
DOMESTIC WATER SERVICE. v m ot•;.
S ❑ -,: LOCATION OF FIRE I "}I'. • y '� \ BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
> w DEPARTMENT 1 •4 \ + 9. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH THE CITY'S
8" X 16" TAPPING SLEEVE `O W ■ ■-i CONNECTION. �, •} s;, rqy 'e �A �O ,,\+ CROSS CONNECTION CONTROL REGULATIONS. CALL 343-3910 FOR INFORMATION.
FOR NEW 8" FIRE WATER I ®' Q / 'C`E::} vii• (/
SERVICE. CITY OF I M. ' b ❑ o . / 9 •: �%� + 9. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CITY WILL NEED TO BE
h
WILL MAINTAIN FlRELINE UP0 1 •�:}.: .h:, ait �� S °. \� ON THE UST OF APPROVED DEVICES BY USCFCCCHR OR ASSE.
I USC APPROVED REDUCED PRESSURE 1 O ;,r,.;„, q C a
TO THE POST INDICATOR I (n BACKFLOW PREVENTOR (WATTS 909 RPZ), ' / r• a: \9 T
' ' / --- \® \ 10. WHEN PVC WATER MAINS AND/OR POLYETHYLENE SERVICES ARE PROPOSED, THE
VALVE. INSIDE BUILDING FOR DOMESTIC WATER ; 0 CU NLET`'� : ® �/� \ \ + /
I � I •:: .. `•, ♦ / .� PIPES ARE TO BE MARKED WITH N0. 10 INSULATED COPPER WERE INSTALLED THE
I TOP: 27 \ !� `�
EXIST. SS .INV.=14.45E ^° I- ■ ° .;':. p.�\� \ + ENTIRE LENGTH AND STRAPPED TO THE PIPES WITH DUCT TAPE. THE INSULATED
RBED AREA/ FIELD VERIFY. / I d ' , F/L: 27. �. \ WIRE IS TO BE STRIPPED TO BARE WIRE AND SECURED TO ALL VALVES AND FITTINGS.
TRUCTION NEW INV. IN=15.00t I I FW 8" USC APPROVED I \ INV.: 22.4 \ ` \7% °:� + THIS WIRE IS TO BE ACCESSIBLE AT ALL FIRE HYDRANTS AND WATER METER BOXES
I ' BACKFLOW PREVENTOR,
S. 11:11NEW SSMH ' m (WATTS 909 RPDA) 1 �, �0 C TO AID IN FUTURE LOCATION OF FACILITIES.
UPRIGHT CORRUGATED TOP=GRADE ' a FOR FIRE LINE I ' ' - ' - ' - ' ' - ' ' - ' '- ' ' J !840 „ �\ INTERFERANCE
METAL PIPE ABOVE NEW INV.=13.40 t 1 \'Q°A ® SDMH F W
SURFACE WITH LOCKED EXIST. 8" INV.=12.55t ' ■ S POST INDICATOR VALVE \
WOODEN COVER WITH LOCKABLE HANDLE -�• � RIM: 26,6 IN
� � >7, ® °. INV.: 16.66 3
FIELD VERIFY. f I ' I � ( IN .: .AND ELECTRIC TAMPER / \ � ®�` \ �\\k
CURB INLET 3 SWITCH TO FIRE SYSTEM. ` ® ° \+-x-x x- O
TOP: 19.74 ' b ■ x iid■■°SEWER SERVICE OVER EXIST. \ \
" . a STORMDRAIN, UNDER PROPOSED P
-}\ F/L: 18.85 ' U ■ `
INV.: 17.05 I a■ e1 ® WATER LINES, FIELD VERIFY. ° ' \\\ �' \B'a,. + 65
�1 F/L: 8 SEE NOTES #3 AND #4. 4b I A %
HYDRANT6"' ® NV.: 17.0 ��O: NV
-..- p - ....® mom■ ____ .- -o...®®
' _■6" SS�.=14.00 m �
CP
■
np
JI 1@
I 2 SS ® 1.0% MIN. /
U SEWER SERVICE OVER EXIST.
STORMDRMN. FIELD VERIFY. ❑
B ------ NOT #4.
I a
I
I
. ... .=U ❑ ' H„
-------------
OLD FRONT STREET R/W (CLOSEQ CURB INLET
rr TOP: 17.30 ■■ LEVEL 20
F/L: 16.53 - I uuunuu■@uu o■■ ■iuuuu■u■ ■uu■u■■■■■w °
-
. LEVE 10, LEVEL 1�1 •
INV.: F .. ■ ,
SSMH ` ` `S DRCP INLET--- I '
TOR 14.1--_1a - : °11 INV. 3.96 g
_. ._■ '
: °
■
1 O_®/ •
I111, -6" SSCO ■ I g
INV.=4.0 SCA 12.82
-
�'\ ♦ �y ® 1 1 RIM: • 1
INTERFERANC 70,� t� 0 I INV=-&t3n�-_'� I g
SDMH (SEE 'l® •
TE No. 2) ' SCALE-MH
RIM: 12.76 INV.: 8.24 Is
0%
SSMH / �' ® II �' n Is y
30' \. �� SEE NOTE �/ ` p II
Sq'yT No. 2 `� II n �■.10000
40
SSCO \�•� �� .
�� _
NUNi NUN.
�� ♦ i1�3fiR6�,T(0
n
EXIST. IRE-.
--�-
No. 2
I Q I
L1J NEW SSMH (DROP MANHOLE)
c I / MANHOLE FRAME AND COVER
3: O SHALL BE WATER TIGHT.
TOP=GRADE
�I 6" INV.=3.30
BOTTOM=EXIST. INV. OF
W I ;' 24" SEWER.
COORDINATE WITH CITY OF
�J- � I WILMINGTON UTILITIES DEPT.
v)1
' 1 ,
I- I
°ON I CL
VF Q
. 1 t
r '
r �-
r
1
1 ,
1 .
SDMH DROP INLE
RIM: 10.16 TOP: 8.9E
INV.: R/S _ asp
15" RCP NJ
� 33' c,
♦ `� ,HYDRANT I °�
e•'R -- Mss - °'ss e"ss MR
_ M
,� iNTERFERAI`10E u �-`'T•-___ -'"�- - INN-, RCP -`-- = n
RIM: 21.57 -
. pr -
.ti •i'i•'i•.^'ri'`ilsi•. hit:'',}•i}.i ,ail it ,•„ .4, "' viyh. I cnT _ y
lb
R
ABANDONED COMMUNICATION R/W PER
CURB INLET SDMH
TOP: 21.66 RIM: 21.7 -
F/L: 20.96 INV. IN N: 16.3 `co
INV: 16.46 INV. OUT: 14.7 V INTERFERANCE
m CURB INLET
@ I TOP: 22.10
F/L: 21.40 .L
CURB INLET INV.. 15.25
TOP: 13.73 @ " w
F/L: 12.84 6 g INV.: 8.09 CID
I- , �++
W / N.
ir
g g 99
CURB INLET Cr
TOP: 10.84 ♦- l J
SDMH CURB INLET NV: 6.02 CURB INLET BUILDING IN OPER
g
TOP: 11.25 T INV.: 15.99 F/: 9.65 SDM _ F/L: 10.33 e
' INV.: 7 RIM: 0.23 ..,, 1 INV.: 6.9-1 CURB IN
s SSMH IN .: 5A4 (!) TOP: 10L7
RIM: 1 .04 SDMH SDMHN Z - F/L: 9.76
RIM .71 "I INV.: 7.56
-0 CID
N 33' 33'
'ii' ies2^2.i;< ii"t n'•0•rhiG ::'•. 1.--- -
Kiii�"i'•°• ..R.•::.ii vv:E.Y•?•i.h ii}.� W� 18'" RCP ------- ---- ---
/
18 RCP SEE NOTE No. 2) _ .
., .y■�".+�1Y �.i�e�>��m�.��er_®a�s� "ai.+vl�P Y,i"i'• w w r r v a r ""
SED) OiV;q■w"a� '"�G r' CID n /0-`"•��. ABOVF� 18" RCP 3 R -ss ass 7d. * _ ��• �rx� I'�>>� IST. FIR
24
B-"W BELOW NUTT STREET( �,;r.'': NIHTT STREET
16"w 16"W 16"W i6"W 16"W
m
Lu
0
Q
=
W
■
V
W
@w
�
i-
N
Z
//��
m
INNUMr
Z
0
Z
0
m
m
V
V
Z
G
acr)
CL
a
d
2
�
J
c6
cm
FF
W N
Ir v
Q W
C
N Z
�
eQp
Z
Y
cul
2 LL
M 3
w
% CD SHELL / CORE
Z
rDD
'w
u,
M n E
M M V
&
a:O
1 .
O C
11 N
W
v v
Ww
ZO
Z U
= r
NNUM
(LtL 0
Z
W
g
WN
E U
Z
r
W Z
� O
J
04ME
DN
J
rn 3
O
� � � �
� � � � 76 W 16 W
tF"w ............
�._!I
//��ncQ
0■t26S
ui
8" RCP
RCP--
'
----.----- .._--------_--.- .----.--Q
-_--83`'
-----
- -
T
-
-
_-�--x�_x_-_
ABOVE
-----
DM JST
JPN
,d
K_
- -
DROP INLET
DROP INLET
CURB INLET
DROP INLET
/0
' SSMH
BELOW
ac0.
DRMM. NKS
TOP: 9.13
INV.: 5.32
TOP: 9.01
INV.: 5.93
SEE NOTE
No. 2
WV.: F D
/
@
^
1
i
(
RIM: 10.19
------1 '
SDMH
@
;
INV.: 1.37
DATE 06/06/05
10
��\
��
STORAGE BUILDING
RIM:
RIM: 9.68
N V: 4.22
a @
U
J
i
I CURB INLET
TOP: 6.57
1
03
I
i
��(•
G
INTERFERANCE
I
FA: 5.85
INV.: 3.05
C
r
O
G ��
H9.99
t1
(
�� ,
•.,, .
�6••'; e
+'c
COO
\G. /O
°
RIM:
NV.: 4.77
@
@
I
'
¢ 3EAL,� o`✓
G i
0���
:
° 198511
SDMH
RIM: 9.23
INV.: 3,49
m@
Q, .•• wy
'o l`v,.`. ............'VGINE
'<bs`,.
SDMH
�@
@
SCALE:
1 " = 40'
neeie '
SEE NOTE
rn
No, 2
z
' i
cl
0
o
0 40
80 120
C3
r �
5

NOSTIG
TTE.N USE STANDARD 2' CIA.
MANHOLE FRAME AND COVER.
H-20 LOAD RATED
o :,
PRECAST OR BRICK
MASONRY. H-20 LOAD
RATED.
NOTE
1. CONTRACTOR MAY USE BRICK WITH MAX.
CORBEL 1" PER COURSE
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT
1k
NL.BS. I PLANPRECAST 4* RISER RING
PVIM. CEUOmi��STEPS1
2' CC
M.H. $TEP,$ O
i -0 OC
CONC. M.H.
n
III -III
8"
MIN.
IH RINGS
SECTION
STORM DRAIN MANHOLE DETAIL
NTS
0
M GD
80
0
HEAVY DUTY TRAFRC BEARING
FRAME, GRATE AND HOOD.
NCDOT ROADWAY STANDARD
NO. 840.03 OR APPROVED
EQUAL NOTE IF PRE -CAST BOXES
ARE USED THE CONTRACTOR
IS RESPONSIBLE FOR CONFIRMING
THAT THE PIPES CAN BE INSTALLED
TO THE GRADES SHOWN ON THE
PLANS USING A PRECAST BOX
PRIOR TO CONSTRUCTION.
MIN. SOUD CONCRETE BRICK
OR PRECAST BOX. H-20
LOAD RATED REOD.
I-#4 O 12" EACH WAY
TYPICAL CATCH BASIN
2e CURB AND GUTTER NTS
act]
C(
GASIING NOTE:
DROP INLET FRAME &
GRATE SHALL BE HFAW
DUTY H-20 LOAD RATED.
COORDINATE TOP WITH
BOX SIZE & GRADES.
(MIN. 2' X 21
PLAN
12'CONCRETE COLLANON TRAFFIC ARE
SECTION
DROP INLET DETAIL
PAVEMENT
2" NCDOT 1-2
ASPHALT PAVEMENT
-6" NCDOT ABC STONE
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON
FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
LIGHT DUTY ASPHALT PAVEMENT SECTION
NTS
COARSE AGGREGATE -
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
u€:
CLASS A CONC.I
a x1'
3'R
n o
to:
24" 24" FLOW LINE CURB SECTION
NTS
NOTE CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INwAnNG CURB
ACCEPTING FLOW SHALL. BE FLOW LINE TYPE
13'
20'
20'
13'
I
�
1/4":1'
I 6" CROWN
ASPHALT
2"
SAND CLAY
2" SAND
CLAY
1
8., ABC STONE 1
24" CURB AND
NOTE: STREET
DRAINAGE SHALL CONFORM
GUTTER
TO CITY OF WILMINGTON
STANDARDS.
NOTE:
SEE PAVEMENT SECTION FOR AREA TO BE RESURFACED
HARNETT STREET SECTION
NTS
1 Fr. THICK LAYER OF
NCDOT j 57 STONE -
NCDOTSTONE CLASS
8 FILTER FABRIC
STONE CLASS B
CROSS SECTION
WEIR LENGTH
10' MIN I
13MMUM :z
B g • ,
TRUE DAM
Installation and Maintenance. Guidelines
Installation: Place True Dam® on ground with aggregate pouch on
street side near the inlet on which it will be installed. Open
Velcro access pouch located on the street side edge of the unit.
if using optional absorbents, place absorbent sock in pouch and
push to back of pouch. Fill pouch with aggregate to a level that
will keep the unit in lace during a rain event and create a seal
between the True D&m1V and the surface of the street. Reseal
Velcro access. Center the unit against a curb or median inlet
opening so that the curb aide of the unit creates a seal with the
curb and inlet stricture. There should be an equal length of the
True Dame overhanging on each aide of the opening.
Maintenance: Remove all accumulated sediment and debris from
surface and vicinity of unit after each storm event. If using
optional oil absorbents; remove and replace absorbent pillow when
near saturation.
TRUE DAM
STANDARD FABRIC IS AN OVERFLOW GAP
ORANGE WOVEN
MONOFILAMENT
LOW PROFILE WITH '
GUTTER FOR SAFETY
AND CURB APPEAL
I
OVERFILL 6' FOR SETTLEMENT. AFTER GRADING
IS COMPLETE AND GRASS IS ESTABLISHED,
REMOVE OVERBURDEN OF MATERIAL & GRADE
PER PLANS.
1/2'R
CLASS A
SITE WORK NOTES:
EROSION CONTROL NOTES AND MAINTENANCE PLAN: 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING FIELD CONSTRUCTION CONDITIONS.
1/2"R CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL
AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY RIGHT OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE STREETS.
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO. LIMITS OF CONSTRUCTION.
4 STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY. WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
3. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
EACH RAIN AND MAKE
THE INLETS AFTER EA
THE EROSION CONTROL AROUNDELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP
TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE APPLICABLE LOCAL AND STATE CODES.
OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER
GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
DROP INLETS. MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
�12" 12"-{ ASSOCIATED WITH BORROW OPERATIONS.
I REMOVED FROM BEHIND THE
SILT FENCE WHEN IT
4. SEDIMENT WILL BE E
THE SEDIMENT FENCE WILL BE
BECOMES 0.5 FT DEEP AT THE FENCE. E
E 8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES TO RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY
ktE. t .t t i WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH STEEL WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98%
t 'Y .r n 8 FOOT STAKE SPACING. OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH
et �' t E. t 1=. 5. INSPECT TEMPORARY SEDIMENT TRAPS / CHECK DAMS AFTER EACH PUMPS OR RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED
3000 PSI CONCRETE PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE THE WITH A CLEAN, SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL
TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS CLASSIFICATION OF SP, SM, OR SC. FILL MATERIAL 5" OUTSIDE OF
ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE BUILDING AREAS SHALL THEN BE PLACED IN LAYERS NOT TO EXCEED 8"
24" VALLEY CURB & GUTTER THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM
AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. CHECK DRY DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE
NTS THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY BEING COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM DRY
24" SPILL OFF CURB SECTION
NTS
NOTE CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPDNG FLOW SHAM. BE FLOW LINE TYPE
{ G�, gXg yESH
fANt1ARD FABRIC N V'I
3
m
2
NOTES:
1. SYN. FENCE FABRIC $HALL BE MIN. OF 3W IN WIDTH WIT
30 Lo N TENSILE STR04 M FOR STANDARD FABRIC
AND 'SO LB/IN FOR EXTRA STRENGTH.
2. FABRIC SFWl BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST To POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF
SELF -FASTENER STEEL ANGLE TYPE
TEMPORARY SILT FENCE
HIS
THE
CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF
DENSITY. FILL MATERIALS WITHIN BUILDING AREAS TO A LINE OUTSIDE THE
1.5 FT. BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL
BUILDING AREAS SHALL BE PLACED IN LAYERS NOT TO EXCEED 8" AND
ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN
COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM
GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUCT BE
DRY DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE
STEEL POST
REPLACED IMMEDIATELY. AFTER ALL SEDIMENT -PRODUCING AREAS HAVE
BEING COMPACTED IN 6 INCH LAYERS TO 100% OF THE STANDARD
-WIRE MESH FOR srmwueD FABRIO
BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL
PROCTOR MAXIMUM DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL
UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING
IS TO BE PLACED THE UPPER 12 INCHES OF IN -PLACE SUBGRADE
EXTRA STRENGTH
FILTER FABRIO
AREAS AND STABILIZE PROPERLY.
SHOULD BE COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR
6. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL
MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY TO COMPACT TO
-DIRECTION OF WATER FLOW
TO 3 HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES
THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED IN ACCORDANCE
WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS TOO WET TO
\
SHALL BE SEEDED AND STABILIZED WITHIN 15 DAYS.
SECURE PROPER COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR
�-ANCHOR FABRIC SKIRT
7. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF
OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE
MIN. B' DEEP & e WIDE
DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT
NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE
THE SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL
VEGETATIVE PLAN TO MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER.
NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
9• LAYOUT. THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED
8. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF
TO CONSTRUCT HIS WORK.
THOSE SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
H
9. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE
OF EXISTING UTILITIES DURING CONSTRUCTION.
THE PROJECT IS COMPLETED.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY
10. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT.
BY MICHAEL UNDERWOOD AND ASSOC., P.A., AND PROVIDED BY OWNER.
ALL PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT
CLOSE-OUT.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
11. CONTRACTOR SHALL MONITOR SITE EROSION IN ACCORDANCE WITH
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
NPDES PHASE II REGULATIONS.
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES.
SS I 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
ONTROL CONFORM TO NCDOT STANDARDS.
TEMPORARY/PERMANENT 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL
GRASS SPECIFICATION AND STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
I
a
W
N
STONE SHALL NOT
BLOCK OR IMPEDE
PIPE FLOW
SECTION A - A OR APPROVED EQUAL
NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION
ENERGY DISSIPATOR
NTS
BEAVER DAM
Installation and Maintenance Guidelines
Installation: The empty Beaver Dam® should be placed over the
grate as the grate stands on end. If using optional oil
absorbents; place absorbent pillow on pouch, on the bottom
(below -grade side) of the unit. Attach absorbent pillow to tether
loop. Tuck the enclosure flap inside to completely enclose the
grate. Holding the lifting devices (do not rely on lifting devices
to support the entire weight of the grate), place the grate into
its frame (street aide first), then lower back edge with dam into
place. The Beaver Dam® should be partially blocking thecurb
hood when installed properly.
Maintenance: Remove all accumulated sediment and debris from
surface and vicinity of unit after each storm event. Remove
sediment that has accumulated within the containment area of
the Beaver Dam® an needed. If using optional oil absorbents;
remove and replace absorbent pillow when near saturation.
BEAVER DAM
STANDARD FABRIC IS AN OVERFLOW GAP
ORANGE WOVEN /
MONOFILAMENT l_------
LOW PROFILE WITH ^'•'�' ''• +'
GUTTER FOR SAFETY CURB AND
AND CURB APPEAL GUTTER INLET
CURB DROP INLET OR
MEDIAN INLET WITHOUT DESIGN CONFORMS
GRATE TO ALL SHAPES OF
CONCRETE CURBS
EROSION CONTROL INLET PROTECTION
NTS
* USE WITH EXISTING CURB INLETS
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL UME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTIUZER: 17 LES. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEE] BED
IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LOS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LES PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION.
AND 150 GAL PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 6OX DAMAGED, REESTA13USH FOLLOWING ORIGINAL UME, FERTILIZER
AND SEEDING RATES.
10. FERTIIIZATTIONONAFTEERRAPERMANENT INSPECTOR
NIS ESTTAABUSHE�CA ENT, AND
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20X CARPET GRASS
24% BERMUDA GRASS
20X TURF FESCUE
10X CREEPING RED FESCUE
24% ANNUAL RYE GRASS
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
1/4- WIRE MESH
STEEL POST
SELF -FASTENER
. ANGLE TYPE)
.N/C .('V2VRViR//.V/.V.R� ,(V
SEDIMENT CONTR t Fps A
3
STONE 1'-6"
2' NOTES:
1. SEDIMENT CONTROL STONE
SHALL BE /5 OR 0'57.
2. WIRE MESH SHALL BE
SECTION A -A
19
MI�N.DANDESCLOTH
HALL HAVE 1/4-
MULTI -DIRECTIONAL
FLOW MESH OPENINGS.
INLET PROTECTION
NTS
* USE WITH NEW CURB INLETS
AND DROP INLETS AS
INDICATED ON PLANS.
REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17. SEE SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT
OR "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS.
PAINT SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE
III, FACTORY MIXED, QUICK DRYING, NON -BLEEDING. WITHIN CITY R/W
AND AT DRIVE CONNECTIONS, PAVEMENT MARKINGS SHALL BE
THERMOPLASTIC PER CITY OF WILMINGTON TECHNICAL STANDARDS.
SILT SACK
NTS
EMPTYING STRAPS,
TYPICAL 2 SIDES.
REMOVAL FLAP POCKETS,
�- TYPICAL 4 SIDES.
NOTES:
J
z
Z Z
O I= -
a_ qy
x W
U
WY
0 O j
to Y
N
Fr
of
O
Z
MD
w
0 N
J
m
1. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING
THE OPENING SIZE OF THE EXISTING OR PROPOSED CATCH
BASIN OR DROP INLET. THE SILTSACK WILL BE
MANUFACTURED TO FIT THE OPENING OF THE EXISTING OR
PROPOSED CATCH BASIN OR DROP INLET.
2. TO INSTALL THE SILTSACK IN THE CATCH BASIN, REMOVE
THE GRATE AND PLACE THE SACK IN THE OPENING. HOLD
OUT APPROXIMATELY SIX INCHES OF THE SACK OUTSIDE THE
FRAME. THIS IS THE AREA OF THE LIFTING STRAPS. REPLACE
THE GRATE TO HOLD THE SACK IN PLACE.
3. THE SILTSACK IS FULL AND SHOULD BE EMPTIED WHEN
THE RESTRAINT CORD IS NO LONGER VISIBLE.
4. TO REMOVE THE SILTSACK, TAKE TWO PIECES OF 1"
DIAMETER REBAR AND PLACE THROUGH THE LIFTING LOOPS
ON EACH SIDE OF THE SACK TO FACILITATE THE LIFTING OF
THE SILTSACK.
5. TO EMPTY THE SILTSACK, PLACE IT WHERE THE CONTENTS
WILL BE COLLECTED. PLACE THE REBAR THROUGH THE LIFT
STRAPS (CONNECTED TO THE BOTTOM OF THE SACK) AND
LIFT. THIS WILL TURN THE SILTSACK INSIDE OUT AND EMPTY
THE CONTENTS. CLEAN OUT AND RINSE. RETURN THE
SILTSACK TO ITS ORIGINAL SHAPE AND PLACE BACK IN THE
BASIN.
e
:., SILTSACK MANUFACTURED
BY AFC ENVIRONMENTAL
INC. OR APPROVED EQUAL.
* USE WHERE DISIGNATED AND AT EXISTING
DROP INLETS INDICATED.
V/
W
101011
1.1.
a
U)
W
uJ
J
=
W
r,■
V
gm
r
W
a
Iss`
r
cn
G
=
H
Z
Z
za0�
N0LL
Z
r
Q
J
z
d
Ix
�
J
R
R-
IL C
LU
IL
W
IE
?ok°4
LU
C7
Z
3
w
?:
ovi2
cc
65% CD SHELL I CORE
J
Z
�0
-
rn
Ir
s-//�/�
1 E
d d• O
co
//mo/�w
V/z
M M v
a:
O O c
ro
111
U,
v v C
c
■i
W
z
z
O_
x w
LL O
V_
W
Z
O.
W
CO00
V/
OU
Z
Y
Z
Y0
/y�Jw
J
M Z
N
0
co
0
0
z
U
04268
DES. JST
CKD. JPN
DRWN. NKS
DATE 06/29/05
C4

t
12"
EXTENDED
BASE ' }T
I
I
I
18" PIPE
18" INV. IN=16.00
L
4" PVC PIPE DRAIN 0 ELEV. 13. i
4000 PSI CONCRETE WITH 1/4" X 1 ALUMINUM
\
WALL TOP. SEE DETAIL. SCREEN OVER OUTUT LET BOLTED TO
CONCRETE WITH SS BOLTS.
(6) 6" HDPE PERFORATED
PIPES WITHIN STONE AND
WRAPPED IN FILTER FABRIC
MARIFI 140N OR EQUAL.
4000 PSI CONCRETE
WALL TOP. SEE DETAIL.
12" EXTENDED
------- BASE
85
8
2' DIA HEAVY DUTY--/
MANHOLE FRAME
AND COVER, TYP. 8" BLOCK BAFFLE WALL
WITH (2) 2' WIDE OPENINGS
TOP ELEV. 16.0
/ 1 / \ /
4'
/ 1
8'
85'
/ 1
4000 PSI CONCRETE -
SLAB TOP. SEE DETAIL.
TOP ELEV.=20.0-20.25
4000 PSI CONCRETE
WALL TOP. SEE DETAIL. =
18" PIPE
18" INV. IN=16.00
BOTTOM ELEV.=13.75
12" #57 STONE BASE
4000 PSI CONCRETE
SLAB. SEE DETAIL.
SEDIMENT CHAMBER PLAN VIEW
2' DIA HEAVY DUTY STEPS 12" O.C.
MANHOLE FRAME
AND COVER, TYP.
8"
8" BLOCK BAFFLE WALL
WITH (2) 2' WIDE OPENINGS
TOP ELEV. 16.0
ELEV.=16.00
2.25'
SAND CHAMBER PLAN VIEW
2' DIA HEAVY DUTY
MANHOLE FRAME
AND COVER, TYP.
STEPS 12" O.C.
I
4" BALL VALVE FOR
MAINTENANCE OF
SEDIMENT CHAMBER.
8 BLOCK BAFFLE WALL
WITH (2) 2' WIDE OPENINGS
TOP ELEV. 17.0
18" PIPE
OUTLET
-4000 PSI CONCRETE
SLAB TOP. SEE DETAIL.
00 00 0 0 0 0 0
o°o°o°o°o°0°0°0°0°0°0°
° 0 0 000
°o° ° °°°°o o ° o° °° ° ° ° ° ° ° ° ° o ° ° ° ° o ° ° ° ° ° ° ° ° ° ° ° ° °
°°° ° ° ° ° ° °°°°°°°°
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o
o°o°o°o°o°o°0000°000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0
°°°
0
a o
0 0 0 ° °
°°o°°°°°°°
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0
° ° ° ° ° ° ° ° o ° oo °
° ° ° ° ° ° o ° ° ° ° ° ° ° ° ° ° ° ° ° ° o o ° o ° o o ° ° o
°°°°°o°°°°°°°°°o°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°o°°°°°°°°°°°°°°°°°°
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
° o° ° ° ° ° ° °° o ° °
° ° ° ° ° ° ° ° ° ° o o °°°°°°°°°°°°°o
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i0od
,°°°°o°° ° ° ° °° ° ° °° ° o o °o ° °000
0 0 0 0 0 0 0 0 0 0 0 0° o 0
0 0 0 0 0 0 0 000
SEDIMENT CHAMBER SECTION VIEW
SAND FILTER #1 DETAIL
NITS
12n 57 STONE BASE
BOTTOM ELEV.=13.75 4" BALL VALVE FOR
(6) 6" HDPE PERFORATED MAINTENANCE OF
PIPES WITHIN STONE AND SEDIMENT CHAMBER.
WRAPPED IN FILTER FABRIC SAND PARTICLE SIZE
MARIFI 140N OR EQUAL. SHALL BE AN AVERAGE
4000 PSI CONCRETE SAND CHAMBER SECTION VIEW DIAMETER OF 2mm.
SLAB. SEE DETAIL.
/�\-�--�3>-
--sJ 't��Lc c HC He _ ---~f
J..A 15flRCP •��
4 - a ------------------------------- o---- �
�I Ii� Il {III-
HC HC HCT �TT�TT� I �t✓/r \®� ��I II I:, .^ \ r, --- f
4 II �y9Y _ n------------38> ------------------- Cc5PJIU�g2T.b6 ALE D.� .
---�9r F/1:. 20.96 INV. IN��
1I INV.: 16.4E INV. OUT: 14-lq
�s gar _ _--------- -------------------- --3a� ��---------------------�- ----�a>
Ir /
,-Z
\FT/34.3L: 12.84-
-_ - - - --�a - - - ®- IINi `J.: 8.09
t
�Igsr I I I ®/ \® II TEMPORARY OUTLET II r CURB INLET
I' \es�) STRUCTURE SEE ' TOP: 10. a I
�1-"TEMPDETAIL. ____�5> - - - - - - STORMWATER NV. 10.5.99 F P: 90.40 LSDIMI ! P/P: 11.25I 1- BASIN. -33
F/L: '765 M: r0 23FA 6 93
L-----�� s �^'=z b: 5.aa
FFF
gl MH9. I-. ' Iv0.5 OP: JIN
J RS,1H1 .04 '- I �- SD HiJ
rr L } +
-- -�- -
-
-
-
EEL. n 0, .n (3EL04N: NU7T STREET(.
,-.N.
a.. RCP -
EXIST. CURB INLET FOR
--- - - - - - TEMPORARY STORMWATER�
o - - - - -� i i IMPOUNDMENT. 7/7
- - >
rDROP INLET OROP INLET INV. OUT=6.5 m INLET
9.36 i jj{ ( °ix SSMH
TOP: 9.13 TOP; 9.01 INV. IN=6.10 : F D�"'� RIM: 10.19
\ �\ INV.: .,.32 INV.: 5.93 I I'•�. =--f `- / i i : y•.__ IIQVa 1.37
_ / boy t---'t---
`...SOMH ( � � - fr-1
I (O
CNLERIM: 9,68 7 INV.: 4,22 STORAUB,_D!NG
I
10,i ? F/L: 5.85
Wit= � rt a u-- I. �!NV 01,
TEMPORARY STORMWATER BASIN PLAN
SCALE: 1'=40'
NOTE
1. BASIN, FRAME AND GRATE MAY
VARY IN NONESSENTIAL DIMENSIONS.
4' X 4' PRECAST f
ALL 4JSDESUT PM
1/2" SQUARE ALUMINUM BAR
AT 4" O.C. EACH WAY BOLTED TO TOP
OF BASIN
ATTACH SCREEN WITH-
GALV. LAG & WEDGE
ANCHORS, 6 REOD.
1.25' DIA. ORIFICE -
24' DLk OUTLET ELEV. 9.0
INV. OUT=6.50
1/4' OPNG. GALV. OR
ALUMINUM EXPANDED
METAL SCREEN
/57 WASHED STONE
4'
puffmilk
SECTION ELEVATION
TEMPORARY STORMWATER BASIN OUTLET STRUCTURE
N.T.S.
SAND FILTER STRUCTURE SECTION
NITS
NOTES:
1. SPECIFIED CONCRETE COMPRESSIVE STRENGTH
(f'c) - 4000 psi
2. STRUCTURE DESIGNED FOR H2O VEHICLE LOAD.
TOP 11.0
INLET 9.0
BOTTOM 6.0
co
J
J
rn
0 z
w
w O
O � Y
� N
IY
0
z
0 N
J
m
TICAL 0 9" O.C.
ORIZONTAL 0 12" O.C.
co
1
r
Q
NWuj
J
=
W
V
W
LQ
to
Z
Z
Za0o1-
''a0LLZ
W
♦♦
V
Z
Oa'aC*J
zILrn
d
U
�
Otua
W
IA
>
>
2
z
�
CC
wok°$
m
z
N
Z
¢
m
3
>Lu
s
O
x
LL
m3
.m
659/6 CD SHELL / CORE
J V
J
Q
Z
0) 0)
V,
c
E .
M n
T
Z
it
0 0
4)W
� v c
c
Lu111
Z'
W La U
O w
aid
0- L, 0
Z
W
LLI
U
Y
Y0
Nw
J
M
J
rn
c
3
ZI.L
O
U
04268
DES. JST
0
O
0
C-4
o
N
CKD, JPN
DRRWN. NKS
�.
Li
w
w
DATE 07 08 05
Iw
1 I
I
I
I
w
L
12.0'
11 4.5' I 9.0'
TEMPORARY STORMWATER BASIN CROSS SECTION
N.T.S.
2.0' -
6.0'
voy.F�GINI
TI
118l111
C5

I
I /
i
I
18" PIPE ( 81
180 INV. IN=9.5
I ,
I �
I
4000 PSI CONCRETE
SLAB TOP. SEE DETAIL
kkk
(6) 6" HOPE PERFORATEDI
PIPES WITHIN STONE AND
WRAPPED IN FILTER FABRIJ
MARIFI 140N OR EQUAL
I a'
— — — — — — — — — — — — — — — — — —
85' TL 120 EXTENDED
BASE
4000 PSI CONCRETE
1 1♦`� WALL TOP. SEE DETAIL
2' DIA HEAVY DUTY -/
MANHOLE FRAME
AND COVER, TYP.
4" PVC PIPE DRAIN • ELEV. 7.35 15" PIPE
WITH 1/4" X 1/4" ALUMINUM
SCREEN OVER OUTLET BOLTED TO
CONCRETE WITH SS BOLTS. 15" INV. IN=9.5
(10) 8" DIP _
PIPES. ��\ �\ 4" PVC SEDIMENT CHAMBER
PIPE DRAIN FOR MAINTENANCE
♦— % 1♦�� ONLY.
I
— — — — — — — — 12" EXTENDED
2- BASE
_ T
4" BALL VALVE
♦—i
I8" BLOCK BAFFLE
WALL TOP ELEV. 10.5
4000 PSI CONCRETE
85 4' WALL TOP. SEE DETAIL
18` PIPE
OUTLET
J
SAND FILTER PLAN VIEW
2' DIA HEAVY DUTY STEPS 12" O.C.
4000 PSI CONCRETE MANHOLE FRAME
AND COVER, TYP. ELEV.=9.5
SLAB TOP. SEE DETAIL
(10) 8' DIP PIPES.
ELEV.=9.5
18' PIPE
4" PVC PIPE DRAIN • ELEV. 7.35
180 INV. IN=9.5 2.0. WITH 1/4" X 1/4" ALUMINUM
12" SCREEN OVER OUTLET BOLTED TO
EXTENDED -�' CONCRETE WITH SS BOLTS.
BASE
°
o 0
o°000°oo00 0000000 0 0 0
0 0 0 0 0 0 0 0 0 0
0000000000000000°000000000000000000000000000°00000000000°0°0°0°00000°0000°0000°oo0°000000°000°000000000 0
°°°°°°°°°°°°°°°°°°°° SEDIMENT CHAMBER SECTION VIEW
STEPS 12" O.C.
4000 PSI CONCRETE
WALL TOP. SEE DETAIL
150 PIPE
15" INV. IN=9.5
BOTTOM ELEV.= .
o_°° 12 57 STONE BASE
,#
o
4000 PSI CONCRETE
SLAB. SEE DETAIL
4000 PSI CONCRETE 2' DIA HEAVY DUTY (10) 8" DIP PIPES.
SLAB. SEE DETAIL MANHOLE FRAME ELEV.=9.5
AND COVER, TYP.
4000 PSI CONCRETE
WALL SEE DETAIL
ELEV.=9.5
(6) 6" HOPE PERFORATEDr) /r) C) C) n
PIPES WITHIN STONE AND
WRAPPED IN FILTER FABRIC �8•
MARIFI 14ON OR EQUAL. $AND :SANK 6�.
12" .�.
EXTENDED --J
BASE
o ° ° 0.
° o °
00 ° o0000 ° oo ° ° ° o °000 ° ° o°°° o°0000
0°0°000000000°000°0000000000000000000000000 000000°000000000000000°00000°0oo°oe°0°0°0o0°oou0o°oo000 00000°0000 000000000000000000000°00000o0oo°c
°000 0°0°0°0°0°0°0°0°0°0°0°0°0°0°-000000°° o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o o°o°0000 000°000000 000 0 0 0 0 0 0 0 0 0 0 0 0 0<
0 0 0 ° ° ° ° o ° ° ° ° ° ° ° ° o ° o
SAND PARTICLE SIZE SAND CHAMBER SECTION VIEW BOTTOM ELEV.=7.35,-
SHALL BE AN AVERAGE 4000 PSI CONCRETE
DIAMETER OF zmm. SAND FILTER #2 DETAIL SLAB. SEE DETAIL
NTS
ALUMINUM H-20 LOAD RATED I
81—FOLDING ACCESS WITH
LOCKABLE HATCH. BY HOLIDAY r__—_---------------------I
OR EQUAL
6" WATER METER WITH STRAINER. I I
METER SHALL BE TOUCH READ 6" �� 1
SYSTEM IN ACCORDANCE WITH
CITY OF WILMINGTON. SENSUS, I VALVE I— —I COUESSER -4
PUNG
NEPTUNE, ROCKWELL OR EQUAL i t I 6" BYPASS 1 I — 1
6" WATECITY ; R PITON
N
12" 14 WASHED STONE -
ON TOP OF MARIFI 60OX
FILTER FABRIC OR EQUAL
LEE 6, GAIE-j L-6" GATE TEE
VALV---------4'SPOOL---
----V�'�
LE-
PLAN
�� ■ II■I■ ■II � Ilr
��■II'Ilmin ■III `Il�a
TOP ELEV.=11.5-12.5
8" BLOCK BAFFLE
WALL TOP ELEV. 10.5
4" BALL VALVE FOR
i- MAINTENANCE OF
SEDIMENT CHAMBER.
180 PIPE
INV. OUT=7.35 ✓
12" # 57 STONE BASE
i- PRECAST CONCRETE METER VAULT
(VERIFY FINAL VAULT DIMENSIONS WITH
CITY OF WILMINGTON) WITH ALUMINUM
Ell -FOLDING ACCESS BY HOLIDAY OR
EQUAL ACCESS SHALL BE LOCKABLE.
CONTRACTOR SHALL VERIFY PRECAST
VAULT SIZE WITH EQUIPMENT SPECIFIED.
(MUST BE H-20 LOAD RATED).
— 1' SQUARE DRAINAGE
HOLES IN BOTTOM OF
VAULT.
6" WATER TO BUILDING
NOTES:
1. VAULT DIMENSIONS LISTED ON PLAN
ARE APPROXIMATE. VERIFY WITH REQUIRED
METER, VALVES AND PIPING SHOWN AND
INCLUDE ACTUAL VAULT IN BID. NOTIFY
ENGINEER.
2. ALL PIPING WITHIN VAULT SHALL BE
DUCTILE IRON.
w
W
K
W
?I
ALUMINUM BI-FOLDING ACCESS
WITH LOCKABLE HATCH BY
HOLIDAY OR EQUAL
l N SUPPORT
SPOOL GATE TEE BOTTOM OF VAULT SHALL BE LINED
TYP. VALVE
WITH NONWOVEN FILTER FABRIC. MARIFI
14ON OR EQUAL ADHERE FABRIC TO
SIDES OF VAULT WITH GLUE. FILL V
,000°oo°°, o0 000000°O°°° °o°°0000000000°°°,0000°°°°000 0000°°°,°°°°°°°°°,° oo SQUARE DRAINAGE HOLES WITH #4
O°°°°°°°O°O°O°°°°°°°°°°°°°°°°°°°°°°°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°
0000°°0000 oo 000 o°°°oo°°°°°° WASHED STONE
SECTION NOTE: ALL PIPES, METER AND
VALVES SHALL BE SUPPORTED
WITH PIPE SUPPORTS.
WATER METER VAULT DETAIL
NTS
I -
4000 PSI CONCRETE -
SLAB TOP. SEE DETAIL
8'
I
(6) 6" HDPE PERFORATED
PIPES WITHIN STONE AND
WRAPPED IN FILTER FABRIQ
MARIFI 14ON OR EQUAL IIr.
1 8'
80,
2' DIA HEAVY DUTY '
MANHOLE FRAME
AND COVER, TYP.
— — — — — — — —
12" EXTENDED
BASE
/ 1
♦�� 18" PIPE
4000 PSI CONCRETE
WALL TOP. SEE DETAIL
18" INV. IN=24.65
�\ `-�4" PVC SEDIMENT CHAMBER
PIPE DRAIN FOR MAINTENANCE
ONLY.
♦ � I
12" EXTENDED
2'
Ij T
4" BALL VALVE
I
1
8" BLOCK BAFFLE
WALL TOP ELEV. 25.65
4000 PSI CONCRETE
4• WALL TOP. SEE DETAIL
- — — — — — — — — —
SAND FILTER PLAN VIEW 1<
2' DIA HEAVY DUTY STEPS 12" O.C.
4000 PSI CONCRETE MANHOLE FRAME
SLAB
SLAB TOP. SEE DETAIL AND COVER, TYP.
(10) 8" DIP PIPES.
ELEV.=24.65
ELEV. 24.65
4" PVC PIPE DRAIN • ELEV. 22.55 -
2.0' WITH 1/4" X 1/4" ALUMINUM
12• SCREEN OVER OUTLET BOLTED TO
EXTENDED
CONCRETE WITH SS BOLTS.
BASE
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0°000
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 00000
0 0 0 0 0 0 0 0 o°o 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o °°o°o°o°o°o°o o°o°o 0 0°0°0°0°0°0°0°000°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°00°0000000000000°0 0 0 0
°°°°°°°°°°°°°°°°°° SEDIMENT CHAMBER SECTION VIEW
STEPS 12" O.C.
4000 PSI CONCRETE 2' DIA HEAVY DUTY
SLAB. SEE DETAIL MANHOLE FRAME E1LEV.82 65 PIPES
AND COVER, TYP.
4000 PSI CONC
WALL. SEE DET
(6) 6" HDPE PERFORATED
PIPES WITHIN STONE AND
WRAPPED IN FILTER FABRI
MARIFI 140N OR EQUAL.
12"
EXTENDED
4" PVC PIPE DRAIN 0 ELEV. 22.55
WITH 1/4" X 1/4" ALUMINUM
SCREEN OVER OUTLET BOLTED TO
CONCRETE WITH SS BOLTS.
(10) 8" DIP
PIPES.
I
4000 PSI CONCRETE
WALL TOP. SEE DETAIL
18" PIPE
-'--18" INV. IN=24.65
mz.r'f"
BOTTOM ELEV.-�2.85
0 0
o °
12" 57 STONE BASE
o
4000 PSI CONCRETE
SLAB. SEE DETAIL.
TOP ELEV.=26.0-28.0
BLOCK BAFFLE
TOP ELEV. 25.65
IPE
UT=22.55
BALL VALVE FOR
NTENANCE OF
IMENT CHAMBER.
BASE �
Sooe 12" #57 STONE BASE
• • • • • •
• • • •
I
,
SAND PARTICLE SIZE -
SHALL BE AN AVERAGE
DIAMETER OF 2mm.
o 0 0-.-.
0 0 000 0 0 0 0 0 0 0 0 000 0 0 000 0 000 0 000000 000 00°0°0° °o°o°o°o°o°o
oo0°000°0°0°0°000°0°0°0 0°0°0°0°0 0°0 °o 0°0°0°0 0°0°0°0°0°0°0°0°0°0°0°0°000°0
°°°o°o°o O°C°°°O °°°°o°°°°°°°O°000.-0 o°° U°°°o°°o° U°C°U V ° ° ° o o V O ° ° o O
SAND CHAMBER SECTION VIEW BOTTOM ELEV.=22.55
4000 PSI CONCRETE
SLAB. SEE DETAIL
SAND FILTER #3 DETAIL
NTS
2' CONCRETE
CURB & GUTTER
2' X 3' ID PRECAST
BOX WITH CURB INLET
FRAME AND GRATE.
SEDIMENT
15" PIPE /�\�CHAMBER
/
18" PIPE
QQ� /
PLAN VIEW
DROP INLET #10
NTS
_0-
2' X 3' ID PRECAST
BOX WITH CURB INLET fn
FRAME AND GRATE.
18" PIPE
2' CONCRETE
1+ CURB & GUTTER
- - - - - - - - - - -
I
SEDIMENT I 18" PIPE
CHAMBER
I
I
I
I
I
L- - - - - - - - - -
PLAN VIEW
DROP INLET #26
NTS
—190't tl
e
tl
•
tl
. I
:
u n
R.
•
o
m
o
125'f
DI #8.
DRAINS TO
DI #8.
.. ..�
gym DELIN TION LINE
�J I H
y 1 DRAIN TO o
0
170'f
El
• n
8
❑ e
•
LEVEL 20 tl
uuvoovu•iuu uu .iuouuuu •uu.u.uua G '
LEVE 10 LEVEL 1
:
I
: n
- own
J•� tl
_ w:
--- � p
t
II °
APPROXIMATE BUILDING DIMENSIONS
N.TS.
c //
m
r
Q
W
to
W
J
=
W
Lu
U
w
a
cn
0
Z
Z
za0�
CC
M
Cf)0L-Z_
0
r
(7)
J
Zags
d
U
0-
N
J
1�-
¢
u
N
D:
Z Uj
N
Z
?
o
4
z
M
C
0)
9uj
g
N
uj
R
^
J
O
O
Q
LL
0
65Y°CD SHELL CORE
Z
to 0
10 cc
z
rn rn
M M E
M M
0)
V
(�yr,
o 0 C
W
rn v Y
c
Ww
Z v
O w
o
0. Ltm
'Z
V
Z
_
O
W
N
w
N Z
�Z
Y0
J
0
N J
OI
co
Z
0
04268
DES. JST
CKD. JPN
DRWN, NKS
DATE 06/29/05
.SEAL
1985T I �(pS
o0-�OiINE� ^ .+
S.
C6

t
6" TEST PLUG W/WING NUT
CASTING
PROPOSED STORMDRAIN PIPE
(SEE SD 14-051
2" ASPHALT CONC.
a
/ SHED
.. FI I E N �
¢
jr
ILL,...z
'Q d OH4" BASE V MINIMUM SEPARATION. 2MN PITS CENTRED IF uss MIN DUCTILEpi v MIN AS
AS DIRECTED a"TR SEWER TFMN 16BRICK STORMDRAIN PIPE IP LE55 THAT? 1' S 5SEPARATION, SEWER PIPEMUST 6E DUCRLE IRON. W Z (nCONCRETE r.* Y.a:.' [s, Cm �/��Go O�Q ,a. ;:V..' �:.".: zo IF ouc11LE IRON SEWER 3/4" STAINLESS STEELGHT >Y V/ �/
7
PIPE CENTERED UNDER " Z RODS (TYP.) ° W U)
STORM BRAIN PIPE 3b '- DIP 3• 45 DEG EE M.J. 12" MIN.
THRUST COLLAR 60" MAX. a
BEND. eEP.)
1/4" STAINLESS STEEL ° Z W
W PVC OR CIP �cwnMM UND P� 3" 3"
Q WATQ1 F 0
IM
WATER & SANITARY SEWER INTERSECTION BLOCK THRusr o 04
SANITARY SEWER AND STORMDRAIN INTERSECTION BLocKrrn.) Q.
N.T.S. n ° c ° ° A' d ._ .d. ¢ �.. ... e Q : v .. < © �I
N.T.S. TYPICAL STOMDRAIN PIPE CROSSING WATERMAIN m
PVC OR CIP COMBINATION NTS REDUCED PRESSURE PRINCIPLE DO C3
SEWER MAIN FITTING W/6" BRANCH ASSEMBLY -INDOOR HORIZONTAL INSTALLATION Q
SIZE VARIES STD. MANHOLE COVER, SD 4-25
SEE SD 14-01
CAST IROOP RA BE FLUSH PAVED OTHER TTRRmy
pp��F� &w$QJ�SEED " BACK -FLOW ASSEMBLY INSTALLATION GUIDELINES Cl) W W
J WITH ENTID:TS, WALKS OR 3 8'C UNPA� ROAT SB AS 1. THE BACK FLOW ASSEMBLY SHOULD BE AS CLOSE TO THE WATER METER AS POSSIBLE. � = W ■
HEAVY
DUTYIAL AREAS. 3 8' CEMEM IN ALL CASES IT SHALL BE BEFORE THE FIRST WATER SERVICE.
CAST IRON PLUG o Z MANHOLE STEPS OAADD RATED H-20�\\ C N�CUREpTNEp. x 2. THE DOUBLE CHECKVALVE AND REDUCED PRESSURE ASSEMBLIES SHALL BE INSTALLED Q V
W/RUBBER GASKET n. N 2 AS SPECIFIED \ EST R/W AT LEAST 12 INCHESE ABOVE THE FINISH GRADE, ..FLOOD LEVEL OR FLOOR. H
\ 'a 3. PRESSURE VACUUM BREAKER ASSEMBLIES SHALL BE INSTALLED AT LEAST 12 INCHES
MANHOLE FRAME IN. ABOVE THE HIGHEST WATER OUTLET. WHEN INSTALLING A PVB ON AN IRRIGATION SYSTEM N
STANDARD SANITARY SEWER MAIN LINE C.O. & CASTING BASE CONCRETE COLLAR ^ k CONSIDER THE PLACEMENT OF SPRINKLER HEADS ON HILLS AND SLOPES. PVB SHALL NOT BE Q v,
4 ?•y'';e ` INSTALLED AT A LOWER LEVEL THAN THE HIGHEST OUTLET. /� L
SD 3-06 z RAM-NEK JOINT MAT' '�' 4. THE MAXIMUM INSTALLATION HEIGHT OF A BACKFLOW ASSEMBLY INDOORS IS THIRTY-SIX li■ i Z
aOR APPROVED EQUAL �> PpCFRS FpR T :.:*a»" '�:r •=
(TYPICAL) PRECAST MANHOLE SECTION, ADJUSTMEM TO GRADE �•,.'z'�y•�'�,c g INCHES, OUTDOORS SIXTY INCHES. Q O O
A.S.T.M. C 478 MH STE h;_ •� •� MIN. 5. AN ENCLOSURE SHALL BE PROVIDED THAT PROTECTS THE ASSEMBLY FROM THEFT, VANDALISM,
• :^•"`` h1'-,._vim ® TAMPERING, WEATHER AND FROST. Z A O
w,,,.c�.•r3'-•;,,, 6. IN THE FLOOR, UNDERGROUND AND VAULT INSTALLATIONS ARE PROHIBITED.
w REINFORCING EXI Tr : 'rtc`u 1 i 7. THERE SHALL BE 24 INCHES CLEARANCE ON ALL SIDES OF THE ASSEMBLY. CC CC
�R
©D c77 PRECAST ECCENTRIC TOP '�,s " 8. ELECTRICAL EQUIPMENT, OUTLETS AND BREAKER BOXES SHALL NOT BE LOCATED BENEATH V LL GROU . D' 9'
5" MIN. - INFLUENT PIPE n. a A A THE ASSEMBLY. �•J
OO! 1 �OO W irti ' , 60• DIAMETER STD. • S Z 9. ONLY ASSEMBLIES APPROVED BY THE USC FOUNDATION FOR CROSS -CONNECTION CONTROL O f�
AS SPECIFIED o z MANHOLE -PAN• SENDS'•..:. x W - ♦ ■
o•� MANHOLE IN ACCORDANCE cEi� ^4 > OR ASSE SHALL BE ACCEPTED. V
A QD \ \Q A A A 0IN6" ° I �i cFi WITH ASTM C 478 MI ALL THICKNESS '.,,;• _ ° . 'd PLAN TEES O 10. THE TYPE OF ASSEMBLY SHALL BE APPROPRIATE FOR THE HAZARD AS IDENTIFIED BY THE Uj
Z
L lJ J I MIN. v I w T� FQR 4 DIA. BARREL m p
MONOLITHIC CONCRETE BASE. I 6 MIN. WALL THICKNESS " ¢ Z CROSS -CONNECTION CONTROL OFFICE. I�
1n 0'-6" FOR 5' DIA BARREL 11. PRIOR TO INSTALLING ASSEMBLIES INDOORS IT IS RECOMMENDED THAT THE CROSS -CONNECTION G J
W - . d 3000 PSI CONCRETE STAINLESS STEEL BITUMASIIC JOINT SEALANT 5 =
iR MIN. <. " A 1p O CONTROL OFFICE BE CONTACTED FOR ADDITIONAL INFORMATION. O a
a DROP PIPE SUPPORT AS APPROVED BY THE r ... t;yyy..tsvr:. M O_ 12. WATER METERS WILL NOT BE SET UNTIL THE CITY HAS INSPECTED AND APPROVED THE BACK -FLOW N
O a ENGINEER GROUTED INSIDE •` ■..� r,■
Oa DO A. 6'. MIN. 5 � AND OUT WITH APPROVED B ' "<• � �' e>n, fi� O ASSEMBLY AND ITS INSTALLATION. L a,
PIPE TO BE SAME SIZE NON -SHRINKING GROUT °: S
12° MIN.En
& MATERIAL AS INCOMIN 1/4' BEND �" k tsyr' S CY
COVER PLAN VIEW RUSHED STON LINE 00 - f ;rs
TOP NOTE: PLACE THE LOWER b a a B •� , ..` . :e' . t arc L� rti' :
RING PLAN VIEW BEND AT ELEVATION SHOWN ON PIPE no r
NOTE: PLANS, NOT ON MANHOLE BEN H DIAMETER Z MINIMUM 8" }'S7 STONE d +^ ® TOP OF GRADE (BURY LINE) o
EXTENDED BASE MAY NOT BE REQUIRED WHERE MANHOLES OFD DIRECT FLOW TO OUT aoo0 "> .2. 0 BEDDING FODUNNDATION
ARE GREATER THAN 4 FEET INSIDE DIAMETER n 1 SECTION X-X I I a N
o " oboo"°°""" "" °d . o QOD PLAN & ELEVATION PLUGS
SECTION 'B-B' ��0 d�500000pod�a�o" " de"""°°" BENDS & TEES � S
16 1/16" CIA. AT TO 2,500 PSI CONCRETE -+ x ru a
28 DAY STRENGTH SIZE 9 BENDS 45 BENDS 22 1 2 BENDS TEES PLUGS w a LU Ci
1D 1/2' Dw�I 8• MIN. RUBBER GASKET A B A B A B A B C D DC z r z
6" DIA. I a•125•� PRECAST MANHOLE 6• FENDED MONOLRHI Y cAsr POST INDICATOR VALVE DETAIL , � = Z
I BASE SEC110NU(pEXTENDED BAS NOT 6" i6" 10" 9" lo" 6" 8" 10" 12" 10" 21" L-
15" D. 25" o�e7�5" SD 14-11 REQUIRED FOR MfdIHOLES < 8 DEEP) 8" 22" 13" 12" 13" 8" 10" 13" 16" 12" 29" NTS pC Wok R
I I I i MARKED: „ 10" 26" 17" 14" 17" 10. 13" 16" 20" 14" 36" Z > °D aj
60 0 DROP MANHOLE e
SANITARY SEWER 12' 29" 21" 16" 21" 11" 16" 18 24" 16" 41" SCHEDULE OF ANCHOR RING AND CONCRETE 1HRUST w w a o
NTS BLOCK DIMENSIONS AT WATER MAIN ENDS 3 i Q N =1
0.625' STORM DRAIN 14" 35" 24" 19" 24" 12" 20" 22" 27" 18" 48" O ¢ a ri 3 °'
•1 z"75; 1/16•� AS REQUIRED 16" 38" 27" 21" 27" 12" 24" 24" 30" 20" 54" DIAMETER ANCHOR CONCRETE RINGS REQ'D
0.5' 0.5" COVER PLAN VIEW RING THRUST BLOCK
OF PIPE PER PIPE JT
0.375" BOTTOM NOTE: Based on 1.5 x working pressure of 100 PSI plus AWWA Water Hammer. B C 65%CO SHELL CORE
All bearing surfaces to be carried to undisturbed ground. 6 8 12 1 -0 2'-0"
15 7/8" DIA. AT BOTTOM n 27"0 PRECAST 16" 2 1 -4 2 -4
m CONCRETE COLLAR FINISH 20 3 1 -4 2 -4
PART OF SECTION 5" 0 0.5" TOP OF COVER GRADE 3 1'-a 2 -4
1'-4.25"DIA
1 43e• STANDARD THRUST BLOCK FOR WATER MAINS 0 4 1 -4 2 -6
MINIMUM AVERAGE WEIGHT: RING 120 TES. 1" 1'-3.25"DIA 7.5" //j//� \\//- `• ...� /\\�/\\//\\ SD 4-10 4 1 -4 2-8 J � M
COVER 40 LBS. 6. 25 \\\ \\ \\ \\ \ \ \ \ \ /\\/\\/
0.375" FF a /2 \/\/\/\/\/ /\/\/\/\ "A" GROUND LINE Q Z � 0)
/ / / / / / \/ \/ \/ \/ 6.688" 1 1
MONUMENT 0.875" 1" \\�\\�\\�\\�\\.\/\/\/\� 0. " M M E
a" 1'-3.25"DA ✓/ // /////\//\//\// 0.125" A' F' d 0
CASTING DETAIL 1 1/?, BOTTOM OF COVER //\\/\\/\\/\� \\/\\/\\/\\ CONCRETE THRUST BLOCK (/) c/� M M 6
SD 14-05 SECTION A -A /�//\//\j/\/ ,\//\//\//\/ VJ v/
3'-0" MIN. VALVE BOX WITH LID. ❑ ❑ ❑ u' •;-WELDED ANCHOR RING o O s�
\ \ \ \ ca. DEAD END Z
NOTE:/// // / / SEE DETAIL. ' y
PLAN RING &COVER CONTACT \� \� \\/ \� \\�\\\�/ r WATER PIPE : Y ry SEE NOTE 2 W v v
SURFACES SHALL BE /` /j /j /j / j // // / I ❑ ❑ ❑ N o.1 zs" B A' a ""f ° " TRENCH BOrroM LLI Z x
MACHINED SO AS TO /\\/\\/\\/ \/\\/\\� A A 0.75" t `,r', 's : bA„ d L¢i o
INSURE EVEN BEARING '' `i�'`
OF COVER ON RING \//\\//\\//� \��\\��\\ 3=* ELEVATION VIEW
2'-1 1/ "/\//\//\ / VALVE 0.062" V
1'-11 1 4.75" e w.. ,A, �W/ W Ci 00
MINIMUM WEIGHTS: \ "A -A"
TRENCH WALL Y w
RING 190 LBS. j�///�//\/jam//\//\/j\� PAN SECTION "A-A"SECTIONx rx _ „ b ■` YT co_I y_ Z
n 7 0.5 n COVER 120 LBS. ��\//\\//\\//\\//\\//\\//\\//� \\// GRE-WVC-6HD, CAST IRON OR EQUAL BACKFILLTAMPERED
R ,° PIPE BACKER LD
APPROX. WEIGHT 17lbs. is �/ Z
I� 1'-10 1/ o MECH. JOINTY DEAD END .L LP 2 O
Imo-- 2'-O 1/2„ TRENCH WALL `i�t§;M-?� B f � Z
2'-9 1/ STANDARD GATE VALVE HEAVY DUTY VALVE BOX LD
DEWEY BROS. N0. MH-RCR-2001 SD 4-15 SD t4-08 PLAN VIEW C J o
8.25' NOTES: 0) 3
SECTION "A -A" NOT TO SCALE 6 88" NOT TO SCALE 1. SIZE OF CONCRETE THRUST BLOCK AROUND ANCHOR RINGS TO BE DETERMINED BY Iy
2-2 1/2" HOSE NOZZLES 0.69" 0.69" TRENCH DIMENSION PLUS EXTENSION 'B' INTO SIDES AND BOTTOM AS SHOWN IN Z
SCHEDULE. CONCRETE INTO SIDES OF DITCH TO BE POURED AGAINST FIRM
6-60 degree threads per inch (NSF) STANDARD MANHOLE RING &COVER P UNDISTURBED GROUND. FILL AGAINST BLOCKING TO BE COMPACTED TO 90%
4 1/2" PUMPER CONNECTION FACE ❑ ❑ ❑ PROCTOR FOR LENGTH ALONG THE PIPE OF AT LEAST 6'-0". O U
TO CENTER LINE OF STREET NTS SO 14-01 N WATER 2. EACH SIDE FOR PIPE WITH ONE ANCHOR, LOCATE ANCHOR 4'-0" FROM DEADEND Z
4 1/2 " Steamer Nozzle -National Standard (NSF) r CASTING FLANGE MORTAR
� I � EXTENSION OR STACK AS SHOWN FOR PIPE WITH TWO ANCHORS, LOCATE FIRST ANCHOR 3'-0" BACK
4-60 degree threads per inch HYDRANT �3/4' STAINLESS STEEL RODS FULL 18' JOINT A 0 A FROM DEAD END AND LOCATE SECOND ANCHOR 9'-0" FROM FIRST ANCHOR.
HYDRANT MUST HAVE 6" PIPE 3. WHERE THRUST BLOCK OCCURS, THE TRENCH SHOULD BE AT THE MINIMUM WIDTH.
1 BREAK SECTION OR 0.5" 4. CONCRETE SHALL HAVE MINIMUM 28 DAYS COMPRESSIVE STRENGTH OF 3000 PSI.
REMOVABLE BARREL 0 ° 0 ° 0 ° 7.25
WORD "WATER" ON COVER 000000 11 875" P
° oO ° ° 0 00 TO MAIN PLAN RICK GUIDELINES FOR THRUST COLLAR INSTALLATION
o ° o o -�- BQ)( SD 4-03
BURY LINE FLUSH HEAVY DUTY LID
WITH FINISH GRADE 7" SEE SD-148
w HYDRANT LUGS TIE BOLTS RETAINER CLAMP FINISH GRADE
6.69"DIA 2" AS ASTING
C.I. VALVE BOX I JOINT RESTRAINT HYDRANT o 0.5" 0.125' 0.5" 5' MIN. MIN. COVER 3.5' 5' MIN. 04,2B8
GATE VALVE MIN. SIZE 6" r TO 1ST FULL JOINT OF PIPE N In `" �'� v.. �'•? �.
�.•: I)ES JST
TURN RIGHT TO OPEN m „ U I " CUD. JPN
3/4 TIE BOLTS _ 0.5" 0.32" 0.5 1/4' STEEL
4" BASE MORTAR OVER FLANGE PLATE MJ DIP PIPE 3/4" THREADED DRWN. NKS
DRAIN N 6.5 'DIA
HYDRANT 3/4" STAINLESS STEEL RODS c6 FOR CASTING DETAILS �' TYP. STEEL RODS (TYP.)
0.5" n p pp n SEE SD-14 • "MORTAR 3„ DATE 06 O6 05
„ SECTION A -A .- 2" STANDARD BRICK :• 3" a�� hA
° ° ° W 7,75 A" r +.,tSf' 2" MORTAR 3 CONCRETE THRUST BLOCK ����,Q�........
� ass"
o o W 11 88' ROD REQUIREMENTS (TYP-) OF1.
CONCRETE PAD 0 OO 0 1 ° 0O0 ° WATER VALVE BOX EXTENSION AND SIZE OF 45 DEGREE BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED
„ o 0 0 ? MINIMUM WEIGHTS: T S �L
NOTE: 15 X 15 X 6 O o�o EXTENSION TOP 10 LBS. CAS LNG CENTERED OVER VALVE NUT 6" 4,328 2 1 1
I ° BOX 40 LBS. SEWER CLEAN -OUT CASTING g" 7,694 2 7,
9 1-SEE SO 4-02 FOR JOINT RESTRAINT REQUIRED NOTES: CENTERED OVER STACK 12" 17,312 2 %o �NG1
EXTENSION 40 LBS. *THIS INSTALLATION REQUIRED WHEN VALVE BOXES AND CLEAN -OUTS �'
S 2-DUCTILE IRON PIPE REQUIRED ON ALL HYDRANT NOTE: 16" 30,779 4 �S.°'°'°N
TIE BOLTS ARE LOCATED IN PRESENT OR FUTURE PAVED AREAS. �sA
BRANCH LINES VALVE BOX LID NOT FOR USE IN ROADWAY LOCATIONS. *PRIOR TO SETTING CASTINGS, NEW INSTALLATIONS WILL REQUIRE 20" 48,091 6 rr101111111110
3-HYDRANTS SHALL BE: HEAVY DUTY LID REQUIRED. SEE SD 14-08, 95% COMPACTION OR BACKFILL IN 6" LIFTS. 24" 69,252 8
KENNEDY GUARDIAN; MUELLER CENTURION; AMERICAN VALVE BOX AND NOTES:
DARLING MARL 73; OR APPROVED EQUAL JOINT RESTRAINT HYDRANT TO MAIN TEE 1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE COATED WITH
"s WATER VALVE CASTING CLEM-OUT 2 COATS OF BITUMINOUS BASE PAINT.
GUIDELINES FOR HYDRANT JOINT RESTRAINT CASTING BASES 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT' BENDS.
m - - SD 14-07 3. TYPICAL MIN. CLEARANCE BETWEEN CONCRETE AND END OF BOLT MUST BE 3".
GUIDELINES FOR STANDARD HYDRANT NOT TO SCALE 4. APPROVED OFFSETS CAN BE USED IN THIS APPLICATION.0 7
a SD 4-01 SD 4-02 NOT TO SCALE
STANDARD VERTICAL BEND
SD 4-11
0
a
LL

r
OR,J)RMELY
OR, LC.C.,
AGE 0284
12/06/04
F/L: 34.68 I DROP INLET �I I MICHAEL N. NUMBER
L-296 P.L.S. DATE
INV: 34.69 I TOP: INLET TOP: 1 I SSMH I I INV.: 22.50 LICENSE NUMBER L-2962
INV.: 31.29 INV.: 29.95 I RIM: 29.91 I I I
3 R INV.: 24.19
O m < 15 2•RC i H ¢ N83'45'39•E
I - 7.51T-
° 12• y18 CP R/W _ 1 I -w R _ ----- _ --_--_R/14
NORTH RONT S T s -
_- n $ 8.. 8••55 8••ss .g 8" SS 8.. 8••ss e'.ss e,.ss :.� e..ss ..� ro ACM.
(P LIC R/W) m NOR FIR STREET S 0514'24 E 286'(TOTAL) ° o" 36, RCP FCC - _ _ - _ S 08'14'21• E 396.13' - - - EGW - S 061421 _E 398.98'-
_ _ S_ V'ss B'•ss _ _ _ m m NORTH SECOND STREET
" 2+1.76'24+^ FM " 22' (PURL R/W)'- - 774•ss• - - \ - <' n„�;�,` u1.os'- -„ za• RCP NORTH SECOND STREET (66' PUBLIC R/W)
w 16•w 1 i6 w " •w e" a" a"w w e"w eE1P 'w <., 'w
+= (66 PUBLIC R/W)
i RCP 36• RCP / 36, CP \ 36• RCP - - '� _ _ - _--- _--_ --__-- _.. - __ -- ------ _- --
RCP• g• .t, I - R/W
15• y R � \ �.n"-----_--_------- RM,� R/W � LEGEND
�SGAS4'24•E 330.38' TAGL)s- - i i ad5 S •24•E n" 113.50' 4'O !)� \ °.. " ., _ R/W
- - 18502• �1p• "'( S14.53. 14S3S�%'�\ <' <bx 'Er Tor 32.5L (ASPHALT PARKING LOT) I I NOTES:
�0� $ 8 -'* 9�\ „* `\ i ^ 7 SDMH FA.' 31.70 NOW OR FORMERLY I 1. UTILITY STATEMENT I I
n" n. a0.4300, 7 • Cyr \ / RIM: 29.82 INV.: 26.40 I I )
2T • e z?i \ INV. IN S. 24.57 -THE BOARD OF TRUSTEES OF I THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY I I - - CONCRETE AREA
V HYDRANT CURB IN :o ARC R 6• \ ,
�I n v0 �%° \ x INV OUT. 2228 THE CAPE FEAR TECHNICAL INSTITUTE INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES
OJECT B.M. TOP: 34. t ssMH / 64s• BOOK 0975 PAGE 0440 8°
7ED FLANGE BOLT F/L: 34.6 RIM: 35.20 SDMH dy \\ ; 1 THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
IHE A 41 T INV.: 29.55 INV.: 31.15 SDMH " \� s g/, •m x I IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
CHAT OOGAOTENN . RIM: 31.51 8>• \ ( I I
EVA. ON RIM: 34.42 INV. IN: 25.52 R \ I SSMH I I NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT I 1
INV. IN N: 27.32 INV. OUT: 21.50 ^ " S \ I RIM. 28.13 I LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS
"'" INV IN E: 27.02 N" CURB INLET ^'�g� \ INV.: 22.52 I I I
NV.: 20.05 ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR
33' 33' SOIL AREA
F/L• 29.41 • x CURB 8.19 TRACT T-1 HAS NOT PHYSICALLY LOCATED UNDERGROUND UTILITIES.
b " " " TOP: 27..52
INV.: 25.e1 2. STRUCTURE SHOWN IS FROM AVAILABLE CONSTRUCTION PLANS.
Nib INV 2a52 1 I ) SURVEY CREW UNABLE TO LOCATE OR RECOVER.
n" '�h ?a• I 1 3.) MAP OF SURVEY. ALMONT SHIPPING COMPANY 1 I
�'/ ` 7 I V ± ACRES I MAP PREPARED BY: MICHAEL UNDERWOOD and ASSOCIATES, PA I I
2go, ' DATE: 08-31-04
+� 1 If- HYDROGRAPHIC SURVEY PREPARED BY. ARNOLD W. CARSON PLS, PC 1 I I- 1 ASPHALT AREA
I
I- _ w
r't+ LLIW13 I �`$ I NOW OR FORMERLY j w I
N
1 -THE TRUSTEES OF CAPE I a I
NOW OR FORMERLY zy FEAR COMMUNITY COLLEGE- I in w 1
gN 1 (n C) 1 CURB INLET -THE TRUSTEES OF CAPE 1 ?a I BOOK 0783 PAGE 0489
�bam F- Q1 TOP: 35.80 FEAR COMMUNITY COLLEGE-
FINV;
RB INLET F'- I F/U 35.12 BOOK 2474 PAGE 0252 3�
of : 35.84 W p- INV: 29.92 =1Y I I CURB INLET
z a* 1 1 a TOP: 30.16
g 25 35.23 Z I m
11^1° 29.3J a I fp la L I I N11 i FA: 29.49
LLLJ I N.C. GRID NAD '83
1 � 1
I I.-
V) \ I
Of
YI�
U m
1 U) D_ I
Q SSMH I 1 I y I INV.: 22.49 ( 1 1
RIM: 34.88
= I INV.: 22.35 ( I o 1
TELE-COMMUNICATION DO
TCURB INLET OP: 3537 1 0• I SDMHINTERERANCE m
O I 70't►- SDMH
7 DROP INLET I I RIM: 29.91 �I
\+ 1 W ^ DATE: 09-02-04 ; LLI •�
h• + 3 I AERIAL SURVEY PREPARED BY: I N W
p a N N " SSa57.41'E \ ,y g„ �+ I I DATE OF PHOTOGRAPHY: 07-06-04
'�• RIM: 26.37 tO TCU, "n*
ti0 Q \� Z1 V) U
LO INV.: 18.13 N' " r" /A \
� N' ° �;? T� US m 1 GRAPHIC SCALE: 1"=50' al IY m la DECK AREA
W W + G �J ��° z I 50 0 50 100 150 1 = Z
m 15, �+ I I 1 i
x ~ CURB INLET �j "'l g+ `\ DROP INLET I m (ASPHALT PARKING LOT) SDMH
N F/L z7.6o \ IRMERLY
NV: 1856 1 I THE BOARD OFNOW OR OTRUSTEES OF I I INV.: 18.74
I I 1 RIM: 24.76
RIM:H21.86 THE CAPEBOOKA0975 CHNICAL PAGE 0440n��- I CURB INLET
INTERFERANCE CURB INLET INV: 1852 TOP: 24.93
�'�\ �7�✓// g• �b E.C.M g•. F/L: 21.04 TOP: 21. 471 CURB T TOP: 2228
\/ UPRIGHT CORRUGATED R \+SDMH CURB INLET F/L: 24.05
METAL PIPE ABOVE �" = SSMH Ilk�+ WV: 16.88 INV.: 16.84 F/L: 21.06 F/L: 21.47 CURB INLET I INV.: 19.60
SURFACE WITH LACKED N RIM: 21.44 STORAGE BUILDING \ S/ + INV.: 18.11 INV: 18.52 TOP: 2209 CURB INLET
WOODEN COVER INV: R/5 p? x i FA'. 21.40 F°L' 24.06
�• CURB INLET 3
TOP: 19.74 b J?? g•.�,r +� INV.: 17.65 DROP INLET INV.: 19.46 I I SSMH
DROP INLET RIM: 24.20
DOOP INLET TOP: 22.41 TOP: 23.43
INV.: 15.97
g+kx INK: 19.78 SHAH I a
RT, \x * I I m INV.• 18.27 INV: 18.86 75• RCP
F/L: 18.85 a CURB INLET >g, RIM: 24.18 I rc i- CURB INLET
NV.: 17.05 n TOP: 19.87
INV: 17.08 g \ 44 NI TOP: 24.26 F 23.57
,bl F 19.09 '44 g 5� x � 1 INV: 14.87 � 26
Ct' /L:
x 15"o CP SDMH 7g, q�>> 8 SS 15 33' '° "* 15• RCP N' N* "" INV. 1OUT. 1715
4 RIM: 16.88 '• •. ^
5•
--
Ss N* I
e N 0614.54 9 45 I ^� N " 8" SS 8"SS 8" 8••ss V,ss 8••ss 8"SS RIM: 24.14 ^
• o SDMH n
® OLD FRONT STREET RAW (CLOSED)' g -� B " �-- INY.: 16•n
" - _ o S0615'35 E ry 39724'(TOTAL) NORTH FRONT. STREET g . ,a RGP
88.38' N 308.88' r1
UBLI -IMl o4J R SSMH
-- h. - - m* 8• RCP W ''3 ,. -B•.w i " W'w- RIM: 23,66 r'ol
(P C"R/W
OL RONT STR W (CL cues li�LEr m p ° ° IN Gns INV: 12.51
INV.: ° �s -
0614'54• W 332.55•(TOT _ _ _ N 81 '15 _ __ - - -- - - - R 3, .-. ABANDONED COM 1 A710N R PER MAP GE RI H DRY) i 3 TOPE 2434T
N 268.55'
sH CURB INLET SDMH
- - S•
R TOP: 21.86 RIM: 21.75 ¢' I F/L: 23.64
20.96 INV. IN N: 16.31 a I U o . N NV, ICUT78.807
16.48 INV. OUT: 14,75 N INTERFERANCE
m .•/ - CURB INLET
sago 0 I I DROP INLET < d FOP. 22..110
IN25
0 nR - U $ CURB INLET
!••,�, _ O I ro 12.90 V 15.
IN .. .80 CURB INLET S': m I F/L: 25.03
O�'`.•, ` VNF- I �� z TOP: 13,73
Wr n N
�� `\ R'• 3 �N$ n ^* NV: 8.09 tR71111111
J b W SDMH
STORAGE BUILDING CURB INLET NDV 4i0
'° TOP: 10.84 . : O O p O INK WT: 8.17
1O= F/L: 9.92 i V%
SDMH CURB INLET INV.: 6.02 CURB INLET BUILDING IN OPERATION p �"
�\" �:•,�,• SCA MH RIM: 10.26 TOP: 10.40 y Y TOP: 11.25 IN �� CURB INLET CURB INLET
INV.: 5.99 F 9.65 SDMH ru3 U F/L: 10.33 T 11.24 TOP: 10.61 TOP: 25.59
INTERF• Kf7C// INV: .73 _ �' INV.: 6.93 F
t INV: 7.85 RIM: 10.23 CURB INLET n: 9.74 F/L• 24.78
SDMH (SEE `'• SC•1(f AIi_M - INV.: 5.44 in N TOP: 10.17 1 a V.: 5.44 INK: 21.28
•i
12, SDMH DROP INLET SSMH SDMH 27 SDMH - Z F/L: 9.78 "h I e
m �\ RIM: 10.16 RIM: 10.04 al N
4 SSMH INV.: R/S TOP: 8.92 INV.: 0.92tj
INV.: 7.56 / OP IN
NY.: 5.59 4V.: 5.52 a I CURB INLET
\ RIM. 9.91 INV: 6.77 m
_ �\ $ T61. �� •: ,.;•,., N" INV.: 0.08 e m 8.64 5 • °pL
,T0•S \ �` :., a* i / / / / / / / / / / / / / / /./_ __ - N �,,. ,. ,. - ,.- . --- ?.. - -' 15• INV: 5.88
•1rYf \�\ o. 2 �� �, - / -_ �.,.; -___- 7 R.R __ ENT 8001( 704 AGE 273 F/L: 7.98
• 4Ry � I �
0.
SEE NOTE x
N0616.54•W
zt.84'
/15.Im
C
U /
of
/ I \
STORAGE
BUILDING IN
OPERATION I
CONIC. SLAB j •
\ F.F.E..E.=9.67 � tl
1 m"
/ I I
I
t UILDING IN I I
OPERATION I
�* ON(;. SLAB
F.E.= 10.14 I F
LLI
V)
7 /
1
•�n;_17 8�
����-�•�i6���`.�s°'�a� �w�www�wwrww��1 ,, i■■■■■.■■■■■i91'f:!■■■■■■■■■■/■■�L't!■■■■■Rltl4■■■■■�5i1■■■11[� I:•
-�ILSY'J@p. �f0���■■O \■■�■■■■■■a1H■■■■■■■fir � �,.� - 1••1�.ry •`
• ,.r..
'111 Ie1� � 6RO MINLET ORW 11 , P. . .01 ® 1
�111111: e1e1e'e1 �, .,
STORAGE BUILDING
INIERFERANCE
SDMH
SDIH
_�„ �I�e 1�°Its • •
.. �� 1�1j►� 1,IeA • �1�
� ���> '111 �9111111111111111111�������
• � ``c ,,�� �1.1.11� ��Iliil p°1li0pp�� •..vq�(•I , • . LI
`]l) 11 `� ,, 11'•.'1'�.■■.■�■...... IIIIIIIIIIIIIII'� IIIIIIIIIIIII II, u
r 11011pIIIIIIIIIIIIIUr
fie. �� 1lI��Ie �■■■n■■■■■■•■■■■■■■■1■■■■■■
Ez
OR
ire .�■1/�
� � � • • • • '1� �IIII, f1
ILL
IC� '
33
i°
- N
TT
STREE
S 061
397.38
(30' PUBLIC R/W)2'
m* i°
/8•W
e•W-
8.1F R/W
NTERFERANCE
'- >~.-x___
„_-•x
x- p-
x-x
x-
SDMH
RIM: 8.52
ABOVE
`
NE
1 \
INV. IN: 3,24
.o*
m*
EASEMENT AREA
I
\ \
INV. OUT. 1.99
SSMH
BELOW-
�
BOOK 1 PAGE 985
\ "* \
3
3
1.37
w
\ �\
8• TERRA -GOTTA PIPE
b
�
\\ -.. \
U
CURB
m`�
✓
SSMH
RIM: 9.71
INTERFERANCE
V: 1.99
SDMH
GOm
�*
F/L• 5.85
PER BO 128
\
8.20
INV: 2.65
W
3
n
W
n
to
38• RCP
.'
BUILDING IN
OPERATION
-"
r
.
TRACT 4-
LIVE OAK DEVELOPMENT DIVISION
MAP BOOK 40 PAGE 50
-
m
'O
APPARENT HIGH
WATER LINE
SDMH
PER MAP BOOK
RIM: 5.23
40 PAGE 50
vi•
INV.: 0.51
�•
�
FES
INV.:
NE
1
300
ENE
f
24• CMP
-I
INV.: 2.14
m*
<"•
WETLANDttt
'$''
Fmm000n miNo
T Ti
TT7
D4z��

SHEET 1 OF 5
SHEET 1 OF 5
N.C. GRID ` ♦ \
xor OR ra y
..FORT � ImIA P6R� %
\0-1
�e
~NoRTy �
FAST ..
CAPE �..._
\••FEAR RI VERti
NOTES:
1.) UTILITY STATEMENT "b
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM
FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE
SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER
DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN
ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES
CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE
FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED UNDERGROUND UTILITIES.
2.) STRUCTURE SHOWN IS FROM AVAILABLE CONSTRUCTION PLANS.
SURVEY CREW UNABLE TO LOCATE OR RECOVER.
3.) THE 100 YEAR FLOOD ELEVATION FOR LAND IN THIS AREA IS
ELEVATION = 10.0'
4.) REFERENCE: A PORTION OF THIS PROPERTY IS LOCATED IN ZONE A6
"AREAS OF 100 YEAR FLOOD; BASE FLOOD ELEVATIONS
AND FLOOD HAZARD FACTORS DETERMINED." ACCORDING
TO FEMA MAP CITY OF WILMINGTON COMMUNITY NUMBER
370171 0005 C - MAP REVISED: NOVEMBER 4, 1987
5.) REFERENCE: MAP BOOK 12, PAGE 3 "ALLEY RIGHT-OF-WAY CLOSED"
- RECORD MAP (MAP BOOK 12, PAGE 3) INDICATES
THAT THE ALLEY RIGHT-OF-WAY ACROSS THIS TRACT
IS CLOSED (AUGUST 1969).
6.) ALL DISTANCES ARE GROUND HORIZONTAL.
7.) NO N.C.G.S. FOUND WITHIN 2000'.
8.) REFERENCE: SURVEY AND MAP SUBJECT TO ANY EASEMENTS OF RECORD.
9.) SEWER SERVICES PROVIDED BY NEW HANOVER COUNTY.
10.) WATER SERVICES PROVIDED BY THE CITY OF WILMINGTON.
11.) MAP OF SURVEY: ALMONT SHIPPING COMPANY
MAP PREPARED BY: MICHAEL UNDERWOOD and ASSOCIATES, PA
DATE: 08- 31-04
HYDROGRAPHIC SURVEY PREPARED BY: ARNOLD W. CARSON PLS, PC
DATE: 09-02-04
AERIAL SURVEY PREPARED BY:
DATE OF PHOTOGRAPHY: 07-06-04
COVER SHEET MAP
SHEET 1 OF 5
GRAPHIC SCALE: 1"=100
100 0 200 300 400
MAP OF SURVEY: (COVER SHEET 1 OF 5)
ALMONT SHIPPING COMPANY
35.63± ACRES
WILMINGTON TOWNSHIP NEW HANOVER COUNTY
WILMINGTON, NORTH CAROLINA
CLIENT: ALMONT SHIPPING COMPANY
c/o: LONNIE WILLIAMS, JR.
MARSHALL WILLIAMS and GORHAM
14 SOUTH 5th STREET
WILMINGTON, NC 28402
2004 MICHAEL UNDERWOOD and ASSOCIATES, PA
MICHAEL UNDERWOOD and ASSOCIATES, PA
102 CINEMA DRIVE, SUITE C SURVEYED: DC/AL APPROVED: MNU
WILMINGTON, NC 28403
PHONE: [phone] DRAWN BY: WC DATE: JULY 200
FAX: [phone]
E-MAIL: [e-mail] CHECKED BY: MNU SCALE: 1"=60'_
io
I I tl II-- I I o jN
I I I
A w r
1421 n YY I
M ISIR4 61YNE eROGt 0]N PMC dGG ' I N y V ( 133
AREA TINDER eaaR nw rAIE mw � I� Ym"� ei,.x mIRRPRn w1Erc- �� 4 I I
/ CONSTRUCTIONIp Xw ma 3nT. rAx mat ( I I I I X,Xa I
��6 S
o
1 A
NaRM r o
( cR/Wj 8"SS 8"SS 8"ss 8"SS 8"SS
- _ NOR FR STREET .al • _ ... } _ _
FM a (PlI R — _ — ,„;.— ,(,F NORTH SECOND STREET NORM SECOND STREET
41 .
„ q
.. ., k (ee' PUBaC RM) h (ae' PU&1C R/MT
w
421
LEGEND
.' �� i w \�.,M
— �d
E.I.P.
EXISTING IRON PIPE H =
'\' Op
"• "
0
PROPERTY CORNER
!r
ST
E.C.M.
EXISTING CONCRETE MONUMENT
APE
I.P.S.
IRON PIPE SET
�q _ FE4R�
R/W
RIGHT-OF-WAY
CENTER LINE
IE
PROPERTY LINE
R.R.
RAIL ROAD
FA
FLOW LINE(GUTTER)
LEGEND
F/D
FILLED WITH DEBRIS
R/S
RUSTED SHUT
/ / / / / /
/ Building Line
SS
SANITARY SEWER
SO
STORM DRAIN
—x—x—
Fence
CO
CLEAN OUT
- —r
Gourd Rail
MH
MANHOLE
�Yt mYtfitt
I -I- Railroad
PP
POWER POLE
CB
CATCH BASIN
—
Water
Cl
CURB INLET
---
- Marsh
DI
DROP INLET
Treeline
RCP
REINFORCED CONCRETE PIPE
CMP
CORRUGATED METAL PIPEM
Shrub or Brush
UGC
UNDERGROUND ELECTRIC CONDUIT
Index Contour
OHP
OVERHEAD POWER
Intermediate Contour
E
ELECTRICIr,
T
TELEPHONE
Index Contour (Obscure)
CAN
CABLE T.V.
Intermediate Contour (Obscure)
G
GAS
—,—r-
Depression Index Contour
WL
WATER LINE
—,--r—
Depression Intermediate Contour
WV
WATER VALE
F.F.E.
FINISHED FLOOR ELEVATION
FIRE HYDRANT
CONC.
CONCRETE
(TYP.)
TYPICAL
08
NUMBER OF PARKING SPACES PER AREA(TYP.)
CONCRETE AREA
®
Southern Bell Manhole
ff° °4
®
Transmission Tower
CD0
Utility Pole
SOIL AREA
A
Light Pole
o
Misc. Pole
®
Railroad Signal
U
Sign
ASPHALT AREA
❑
Drop Inlet
<
Culvert
®
Catch Basin (Curb)
D
Single Tree (Small)
DECK AREA
0
Single Tree (Medium)
0
Single Tree (Large)
� >e<
x 100.0
Hydro Spot Elevation(Typical)
u o
WETLAND AREA
100.0
Aerial Spot Elevation (Typical)
x
AST CARE F
�� EAR R/VERti
SURVEY REFERENCE
MAP BOOK 31 PAGE 97
MAP OF SURVEY FOR:
ALMONT SHIPPING COMPANY
1 HANOVER STREET
MAP PREPARED BY:
HENRY VON OESEN k ASSOCIATES
DATED: MAY 1, 1989
DATED: MAY 10, 1989
DATED: DECMBER 5, 1989
DATED: DECEMBER 14, 1989
MAP BOOK 12 PAGE 3(SHEETS 1,2, and 3)
MAP BOOK 40 PAGE 50
BOOK 1502 PAGE 0970
BOOK 1095 PAGE 0924
BOOK 0942 PAGE 0624
BOOK 2146 PAGE 0284
BOOK 1401 PAGE 0792
~NORTH EAST CAPE___
Fj EAR R/VfRti
coo
I I I I I
�I R
IhE oul o"IYvaPlnlr oRva
FM RaXc w PAor m
117 y 'y SMITH ST
133
133
VICINITY MAP
NO SCALE
_ NORM FRONT STREET _ _ _ _ _ —
(PUBUC RA — —
MOF CR COIYDLY
HLLLE 9pwGt41lla
?mCMOIMA W`.�
BOOK 1m0 PAGE OSw
/
/
NUTT STREET — — — _� _ — — — ——
(m' PIIRIO R/h
—T'-
1 1
i I
I I I
I I
I 1 I
I Ir I I
I All I
I I I
R I I I
� I I
A c I I
I @ I I MOAfIIlE AamDAm unm.
I , � I I eaa ,ow rAaE oau
I i I I
.Rucr W IT '
I,1E RAMP 1 Roan w PAX
na orAsax
m 1
CERTIFICATE:
THIS SURVEY IS OF AN EXISTING PARCEL OF LAND AND DOES
NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET.
MICHAEL N. UNDERWOOD, P.L.S. L-2962
T
T
I I
I I
I I
I I
I I
I �1pA01 ,�
111E I= 0 PA oN,sw
NAPP soot w rAaE m
I I 1
I I I
YI[011f XXIF,.,!
I
I
I
NORTH CAROLINA
NEW HANOVER COUNTY
I, MICHAEL N. UNDERWOOD, CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER
MY SUPERVISION DESCRIPTION AS SHOWN ON THE FACE OF THIS
PLAT RATIO OF PRECISION AS CALCULATED BY COMPUTER IS
1/10,000 + THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN
BY BROKEN LINES PLOTTED FROM INFORMATION REFERENCED
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH 'THE
STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH
CAROLINA" WITNESS MY ORIGINAL SIGNATURE, LICENSE
NUMBER AND SEAL THIS 23RD DAY OF AUGUST
A.D., 2004
MICHAEL N. UNDERWOOD, P.L.S.
LICENSE NUMBER L-2962
SEAL OR STAMP
\Warren's LOD Proleat\PPD-RierPront\Almon tShippingCompon y\Re-Zoning-07-1a-04\dw9\Almon tShipping- PPD-Asbudts-Hydro-Dee-06-0<.dwq 12/C
09: 02: 05 AM EST
C'LJ CCT 1 rlC

I
01
ZOQ -W
W} COQN I
ZO D W O
WZ�ao�l
p Oof 0 Cj
" W I
OaZoO
�: Z O y N
O.QO O
Z§gym I
I
- - - R/W
1
I 1
) Z
W1 I
W
I I
(
WI
W
NOW OR FORMERLY
I
I NOW OR FORMERLY ,
NOW OR FORMERLY
I I
NOW OR FORMERLY
I
I I
THE TRUSTEES OF CAPE
I THE TRUSTEES OF CAPE I
THE TRUSTEES OF CAPE
H
SALVATION ARMY I
R04716-004-001-000
U I
~ I
FEAR COMMUNITY COLLEGE
I FEAR COMMUNITY COLLEGE
I
FEAR COMMUNITY COLLEGE
331
INSTITUTIONAL 3
1- i I
I
BOOK 2474 PAGE 0252
BOOK 1923 PAGE 0408
BOOK 0783 PAGE 0489
I I
ZONED:CBD
1m 1
;1
Z
ZONED:CBD
I ZONED: CBD I
I I
ZONED:CBD
�'
ICL
L_R/W
LO
1
(O +I
20• °'
fQ
M RIV
-
-------
---- ----R
3731' E ERLINE
I HARNETTSTREET 0, \ H SECOND STREET
NORTH FRONT STREET =A ^, _- --- -- - . ___� �� o -_ - -- - ---- - --- - - - - - -- -- - - - - - - - - - -
a O� F REET
_ -- -
__ 95 \�G �� a -_-�_ � J " PUBLIC
-iP (80' PUBLIC RNV) �OQ`���� Go° (66' R/W)
HC RAMP -! SE 1 PUBLIC ,'- Q F
U
Wqo
�jo0U
W O
O Z O > W
=III CNWZ
O>,0O
X t-ZN
Z W
J/
PRIVATE ACCESS --�
AGREEMENT 1
- WITH ADJACENT
PROPERTY
OWNER-(ALMONT)
WILL BE NEEDED
TO EXTEND STREET
n_.f.,....
W
Vi -R30
ONCRETE WALK
46- -- TO CITY S�_
-$- _ TDS--
�
C
^> - i
.-
�`!
DEPRESSED
x
E i
�ASHTO�SIGHT { �URBRAMP
DISTANCE
- TYPICALW)CONCRETE /
' x ` �� • "'< v�',, _rn . TRIANGLE
" � APRON- SEE�DETAIL 01/SD6.00`
SIGHTI
I ( _ h/ _. -t._ __ _ AREA / .. ' • .` , 1 -�, 7
TRIANGLE
.-- � <�` PLANTED
DEPRESSED r f r
i CURB ' � ..� � � -'� -' - � Y` ��• �: AREA
PLANTERS AT GRADE(TYP) +` O� T� � � 1 ♦ j
�3' ! 34'i S --f--- - _ R3' PLANTERS (TYP)
J, �
- T - P y Rae' Res' � /. �` �`a\\ �� °� ' \ (ASPHALT PARKING LOT)
, , �. \ NOW OR FORMERLY
(-- I I -I WI EXTENT OF - _ _\ CONCRETE BAND w TYP) vv R25 \'\`. *+� 15' JY 400' �>`� \♦ THE BOARD OF TRUSTEES OF
W l� I' z PARKING - N m L=244 6' - I>s? \\, ASHTOSIGHT �+ \ THE CAPE FEAR TECHNICAL INSTITUTE
W 13.i 1 _ a - { STRUCTURE --�;,''v 6 L OS^ IRS ' / \ ++;♦♦ DISTANCE + \ BOOK 0975 PAGE 0440
11 I BELOW _ _ - "r I ' 1 9i h R ♦TRIANGLE .\ ♦ �+ \\\
- - �. �y o + ++. + . ZONED: CBD
-I , >;Y�; \ yl. ♦\♦ RETAINING ♦`aa +\
R10' m R50 $ yA�OQO P' \ .,+,`♦. ♦ GRAD NO.eLAN \`�� a -♦
FOR HEIGHT
W d MAIN PLAZA SOUTH _ J; \ QUO 9C� \ `+ /�O ♦\ +
Z I E SEE SHEET SD1.21 - - - I �U; k, R37.S < s' \ ++ ♦ .C1 ♦ �+ \
1�
)� RS ai 7' PA 3ES p9• �1 9pp,+\ '1++ -,Z
_ ' y CURBED PLANTER (TYP) - ,_ - I `; tt RS' R8' ^� Q \ ♦ ♦ +`\ _-,♦++♦.♦
^, R - VISITORS PARKING AREA RV ,�l r ++♦ �S - �� `
t CONCf�ETE I g RAISED PLANTERS - S.5' N - - L= - - ` \ \\♦ 6A` �J` `�+
s 12'x 17-TYP -- �{jI-F ? g ;.♦ +� ♦+\
I WALK! _ d L A' , 4 ' 1 °, . U L �. ♦+ `
BUILDING
-! '.
FDC LOCATION
--I-
SETBA�K
REMOTE FILL STATION
--�
S
BUILDING
- - -
MASS
(12 STORY)
DEPRESSEDWit
I -
_
CURB ('IYP)
"`
20'
-
"}
FROM PL (TYP)
CONCRETE STRUCTURAL RETAINING
WALL
SEGMENTAL BLOCK RETAINING
I
� t,
I -+'
WALL -SEE GRADING PLAN FOR
HEIGHT
MINIMU01
2VX7
SIGHT
:
HARNETTSTREETACCESS
DISTANCE
+a �� -� I /
-�?
r�.i{
SEE SHEET SDi.22
TRIANGLE-
Moll
i ,
SPECIALTY
it
PAVEMENT
'. I y- - r-.
- I r la
a
PHASE 2 STAIRS
Jill
fl
12' X 12' RAISED
PLANTER --
EMPLOYEE PLAZA
-
I
I
,?
SEE SHEET SD123
NSFOR1�hERS
� j
�
F
_
R3.5 �♦ \ +
7 1 1 R.-
/' In PLANTED \`x ` \ ♦♦ \+`� S� 41
RKING-/ ro AREA (o , ` 3p, \ \ ++,� ,( �Q- Q- �:\ '♦
-TYP +`� .� i+ '♦
O 12 S�AC�S R10'
e N
I
I I S
W E
I S _A
RM
co
I H
O
f
33
f
I
+
a ♦
RS
"L° 9 R3 U R5 R25
i11 SP ICESI I RS 15S�ACHS
PLANTED a R25 PHASE IPUBLIC
A SIDEWALK >� yt
AREA in 20'
r ` \ \ STANDARDS,
PITY
R118 SEE � �� + 33'
,, \ \. \ \AIL 03/SO5.00 p
�, ! `y / \� DEDICATED �2�...-!,1 1 33'
11 SPACES' 9, i UR5 I 91SPACES' of �� A�, gSF7 \ +., ROW (TYP) `
_ I qS
R25 J I I ! -TP! R10 O'�
R3 TERRACED EMPLOYEE PARKING AREA
_ _5,- _ _ _ _ _ _
8:5'-- Ntu
S^ \ SPECIALTY 8' 8' v 8' 9' R5 °
CITY OF WILMINGTON + `\
R3 SIDEWALKS ALONG �. `" '\ \'� � fir; SIGHT
--
(
_PAVING ' r I f f
R25
R25' NORTH FRONT AND `�`` DISTANCE
r `
R100 TRIANGLEDEPFI
-
--�-
'
C
RO1T
y `-
H C HCI IHC !-
1 I 19.5' '.11 4PACIES !
3 10 SdACE� !
I BRUNSWICK STREETS �
R14.5' 10 BE BUILT IN PHASE I. ' \ -` \. .
I
_
I
, v 179
R21'
__.I
cy; i IN
--
! 1 SPACES
20
:
1n
Z �-} I 3 Hafl :.�HC �HC'., HRAIMP-'tI�YP R5 12S ACES m ! i '� 17SPACES I ( R5 I 1
R30 I - 1 ; .�+i I'. l.:`_) _1 H� R G R25
J e - I R25 8' 8' 9' PA KIN R3' DEPRESSED .F I !
}' af O Q - ..'( - SIGNS-TYP K R5 K I
LL Oo I -I HARNETT STREET SIDEWALK TO BE LOCATED ,I I - L=29g - - -- ¢ - - CUR&TYP - _ �¢ L=181' _ _ _ -- ;
W W of (p - 17 WITHIN PEDESTRIAN ACCESS EASEMENT " I I.. ' ---8-5 - - - - N N �Q 10' ,I
2 F- o 03 ( ABC STONE -I R5 U R5 R10 R5 U R3 I -- I j I
900 - R25 I I 9 I I l i . 9 R25 I-
OL O - MINIMU SEGEMENTAL BLOCK PA�ES - I - 13ISPACES
Z
„1 SMTI, ST /
03 VICINITY MAP
SCALE: NTS
1. ANY BROKEN OR MISSING SIDEWALK PANELS AND CURBING WILL BE REPLACED.
2. KAREN DIXON WIL BE CONTACTED AT (341-7888) TO DISCUSS LIGHTING OPTIONS.
3. SITE IS NOT WITHIN ANY SPECIAL HIGHWAY OVERLAY DISTRICT OR
ANY OTHER ZONING OVERLAY DISTRICT.
4. ALL DIMENSIONS AND RADII SHOWN ARE TO BACK OF CURB UNLESS
OTHERWISE INDICATED.
5. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH
CURRENT CITY OF WILMINGTON STANDARDS.
6. BASE INFORMATION OBTAINED DIGITALLY FROM MICHAEL UNDERWOOD &
ASSOCIATES, FROM SURVEY DATED DECEMBER 06, 20D4.
7. HVAC EQUIPMENT WILL BE ROOF MOUNTED AND SCREENED FROM
OFF SITE VIEWS.
8. ALL WORK MUST COMPLY WITH NC SBC/ACCESSIBILITY CODE VOL. IC.
9. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREAS
OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES) STANDARDS.
02 I GENERAL NOTES
OWNER/DEVELOPER PPD, INC.
WORLDWIDE CORPORATE HEADQUARTERS z
3151 SOUTH 17TH STREET a
WILMINGTON, NC28412-6461
e
(ASPHALT PAR
PIN# R04716-001-003-000
0
NOW OR FO
o
THE BOARD OFT
ADDRESS 929 N. FRONT STREET
>
THE CAPE FEAR TECH
WILMINGTON, NC 28401
1 I BOOK 0976 P
TOTAL EXIST LAND ACREAGE
t7.48 AC
z
ZONED:
DEDICATED ROW
t0.08 AC
W
j
TOTAL PROPOSED LAND ACREAGE
t7.40 AC
o
ZONING
CBD
w
li♦
EXISTING USE
INDUSTRIAL
- ' - -
-
CAMA LAND USE
CONSERVATIO
Q
\:+
�.T= ------------
---
URBAN
d
-'-----
--'
BASE FLOOD ELEVATION
10.0
BUILDING DATA:
0
- -- - _ --
-
TYPE OF CONSTRUCTION
TYPE IA
W
W.
URg
TOTAL BLDG. SQUARE FOOTAGE
t 519,468 SF
W
m
�
--------------
PROPOSED BLDG. FOOTPRINT AREA
77,883 SF
HEIGHT
187=6'
f
z
(+ 6' PARAPET)
w
STORIES (2 PARKING, 12 OFFICE, 1PENTHOUSE)
15
0)
a
I
Level Office (gloss sq fast) Parking (gross sgf-t)
I
W
w
PH 6,237 gsf
W
1
12 19,012 gsf
~
1
11 19,012gsf
a
W ZO 9 0 Z I 20' X 70' - z ! , 2S ao I ! m rn 1 - 1 a
RETAINING WALL -SEE GRADING 1� .�1 11 PA ES I I I ft5 F' I ; I I _ I , I 4 (7 of 28,3646) 200,522 gsf
O F- r Z O SIGHT DISTANCj BUILDING PLAN FOR HEIGHT `'`-I 2 2 24 _ I 3 32 gsf
co o 2 N TRIANGUf -..I MASS _ I o �f 15 2f' 15 N 23' 2 5' 181g' I I _ I 2 39,914 gsf =
I > - n O cl -°�,. I } L 61,173gsf Z
O _ PLANTED
I 1 (4 STORY) w ° f1' �� I P2 23,699gsf 51,999gsf STRUCTURED w
Z M AREA Z
- 6 c � I ¢ w 20' , 1 SISACES In f 121SPACES m 1-
'" - I x x 11 PAES ! R5 I ! ,� i '„ i cc i - I I 1 I I I } t1 o P1 $116 qsf 62,502 gsf % PARKING
MIN t_, a ! ! f I '
h 1 ! 1 I I i I I I I I O rx
\ I - 1 I D R25 _ R25 R25 11 ' i i 1 w O Total 404,967 gross sq feet 114,501 gross sq hef
DEPRESSED NUTT STREET PEDESTRIAN PLAZA _� I N __ R3 - - - - R3 - R25� - R3 a. R3 IlI 1 fI U r-
CURB-TYP SEE SHEET SD1.22 CURBED PLANTER (TYP) N w CONCRETE L=293' ¢ _ _ �. L=181• _ _ _ _ -p R5 iy ! I I (7 p W U SITE COVERAGE (BUILDINGS) 242°A w
\ . • W N - - 9~ - -9.5'- _ N N - i 11 Z V .. IL
PTANTFD © I n ¢ WALK- TYP I I I O- N-
U - ¢ x P P U IRS RS U R5 N I I I I IL d 0 11, O
STRIP-TYp x a
\ I I 23.96' 12' .T °. ; 5 I ;, I ! Ir!
!I1 I p= W O ZO R25 Y I' II n OLLWPROPOSED PARKING PHASE 1:282 SPACES a ! \ 23' 1 14'SP ES, W
--jR1012 SPA�ES 1 RS/ I 1 t•- N UPPER VISITOR PARKING 36 SPACES =
- I 14 4PA�ES I j _ �^ I I I I L / I I F- g STRUCTURED LEVEL 1 154 SPACES O
I% -- �-( --- / 1T - 2 ' I I I I I I Z ZO STRUCTURED LEVEL 2 92 SPACES °
- _ _. I- I 1 12 a
SIGHT 'I \ 1 io ( 100 YR FLOOD I _ _ -
DISTANCE 32" HGT. PLANTER m e I 1 33 33' I I _t REQUIRED HC SPACES - PHASE 1 7 SPACES
R25 j I PLAIN LINE I I _ + Q PROPOSED HC SPACES - PHASE 1 7 SPACES
TRIANGLE __•__. _ - YI(Q,LL BUILDING SETBACK ..-..-..-.._. ..-.. _..-..-.._..-..-.. _.._.. - .- -.. _..-.-..-..-.._.. _..-.. _.._ _.. - R25
UPPER VISITOR PARKING 2 SPACES
'R15 1 .� .. ._'. `.° .. _L`_ -- _,1�'-_L__�-_------� _ _- _- _ I -- ---- STRUCTURED LEVEL I 5SPACES U
I.
. I 'y _. r_t .. .- - T L _ _ - DEPRESSED \s
-_ --_�--�_ _��-_PROPERTY LINE �•'�� • ' ' W - --- 3
HC F�AMP _ CURT ---==--------_- PROPOSED PARKING PHASE 2: g
I tz 1a" N I ABOVE - 30' UTILITY RNJ EASMENT_ 10" ABOVE _ -`_ - - - - --- - -- -
-.+. I ____ __.b:- 10---. -- - - - -..__ _.. _ _..._ _...:. = _. --�.--� J .--- _- - _ - ---- - --- -- - LOWER EMPLOYEE PARKING 245SPACES z
--
I CANTED AREAS AT - _ BELOW NUTT STREET(CLOSED) -b -10- '- O
--
BEL
_ _ _ _ _ REQUIRED HC SPACES -PHASE 2 7 SPACES
14.39' GRADE-TYP HCRAMP _______________ �W_ _--_-�- _ _ - _ _ - _ _ _ - - _ _ _ _ -
__.___-__-_ ---------------_---------- - - - _ PROPOSED E HA 2 7SPAC
- 16' RAILROAD EASEMENT -10� �'� "? 10 i` E SPACES - PHASE ES U
TO BE ABANDONED _-__- _-__-__-__-_ 1 m
------------------------------------------------------- f ` BUILDING 5' w
DASHED LINES INDICATE CONNECTION(S) DASHED LINES INDICATE CONNECTION(S) PRIVATE ACCESS >
I W I STREETSCAPE IMPROVEMENTS IF NU7T STREET IMPROVEMENTS HAVE AGREEMENT 1 F' 10\ / w
I V) I ALONG NUTT AND HARNETT ST. IF NUTT STREET IMPROVEMENTS HAVE NOW OR FORMERLY BEEN MADE AT THE TIME PHASE Ills WITH ADJACENT I I I Z EXISTING IMPERVIOUS SURFACEAREA 285,184 SF W
BEEN MADE AT THE TIME PHASE II IS I I D_ o EXISTING PERCENTOFSITE 87%
O EXTENSION TO NUTT STREET WILMINGTON WATERFRONT CONSTRUCTED. NO NET LOSS OF PARKING PROPERTY }cr
J I ARE SHOWN FOR SCHEMATIC CONSTRUCTED. NET LOSS OF ONE(1) R04716-001-003-000 SPACES. OWNER (ALMONn I p N
t, PARKING SPACE. SHIPPING/INDUSTRIAL WILL BE NEEDED I W O
PURPOSES ONLY, FINAL FW- o m IMPERVIOUS SURFACE AREA -PHASE 1 122,115 SF W
DETERMINATION WILL BE MADE
I } W I I AS THE ENGINEERING OF ZONED: CBD NOTE: IX Q Q 0 U BUILDING 77,883 SF a
i- LU PHASE LINE SHOWN IS FOR THE BUILDING, HARDSCAPE 1 0 3 O ? PLAZA 18,404 SF w
I IMPROVEMENTS (IN FUTURE) AND LANDSCAPE ELEMENTS. SEE CIVIL DRAWINGS SHEETS Z O W o ¢
J ! ARE AVAILABLE C1 AND C2 FOR PHASE 1 CIVIL RELATED SITE I i O (9 Z PAVEMENT 19,821 SF = 6.1 /° OF SITE a
CONSTRUCTION. SEE CIVIL DRAWING SHEET 02 FOR d SIDEWALKS 6,007 SF W
PHASE 2 RELATED SITE CONSTRUCTION I ! I O Z o� = IMPERVIOUS SURFACE AREA - PHASE 2 103,915 SF
W I I I j Z _J fn PAVEMENT 93,649 SF = 29% OF SITE N
Z ( I SIDEWALKS 10,266 SF a
1 _
IMPERVIOUS SURFACE AREA (PHASE 1 + PHASE 2) 226,030 SF m
I PERCENT OF SITE 70.1 % o
W
04 OVERALL SITE LAYOUT PLAN SITE DATA J
U
Scale: 1" = 40' 40' 20' 0 40' 80' "
e
0 [ 16 N
530 Causeway Drive
PO Box 598
Wrightsville Beach, NC 28480
910/256-4141
910/256-41" Fax
Synthesiscda.com
(
if
C
CIO
Cr=3
O
Cc
U
T�
tf
z
s
LM
O
O
A
.i..r
O
U
�
TRC
HASE 2 SUBMITTA
�r♦w,r
PROJECT: 05037/04020W
DATE: 01.11.2005
REVISIONS:
DATE
2nd Submittal
03.03.05
3rd Submittal
04.21.05
4th Submittal
05.10.05
Phase 2 Submittal 06.03,05
DRAWN BY: SP/CG
CHECKED BY: MWL/JBM(TAS
OVERALL
SITE
LAYOUT
PLAN
SD1.10

°oOVW
W
W O 0 z I
O (D z o o
.-
I
I
NOW OR FORMERLY
I
NOW OR FORMERLY I
NOW OR FORMERLY
z O Y
00 F fl
i i
, Uj ,
1 U I
THE TRUSTEES OF CAPE
FEAR COMMUNITY COLLEGE
i
FEAR
THE TRUSTEES OF CAPE I
COMMUNITY COLLEGE
THE TRUSTEES OF CAPE
Z.
FEAR COMMUNITY COLLEGE
3/ i m i
I- m
BOOK 2474 PAGE 0252
BOOK 1923 PAGE 0408
BOOK 0783 PAGE 0489
W I
Z a i
ZONED: CBD
I
I
ZONED:CBD I
'
ZONED: CBD
L-
-- ROW Q�
I I
� -----40
--
-j-----------1-----------
==- = -= %%�------ -y !%------- -----'
----- `=-- -----------
NORTH FRONT STREET
(so'PUBuc Rnnr)
-HC RAMP
-7 II
SIGH 1 i
DISTA
TRI
1�DEPRE
CURB
1
1 I I
1 '
, 1
I I
1
I 1
o I j1 W, i
,t W
1
U
1
I
i
m
ss I I W ID -
I II �IIo
Co
C 0 0 I II
WWa. in
Xj.U0
o z> W I v
I I DEPREOSEO
D ' a 0 ( , I CURB
I+I
2i g N m I ;I BUILDIIIIG
O i / SET
z� I it �* W;
II 1
I 11 I O 1
O I
m
PRIVATE NT ; MINIM
AGREE Nf
P ITH AD CENT SIGHT
OWN MONT) I j1 DISTANCE
WILL BE.YIEEDED I�TRIANC{E
TO EXTEND STREET I IAA�IILLII
SPEC TY
PAVEMENT
1 Q Z�
r
Z i- un R30 �.
,9
I
3 pP44�<�9 e 4 • • : ,
> zs'3..2 E�=,S J'�. f4Q�T�,� .ram • •
e MAIN PLAZA SOUTH No
•Vmmmh
�' ■■rear
BERM
(TYP)
FDC LOCATION
BUILDING
MASS r
(12 STORK
2(Y
FROM Pl. (TYP) PLANTERS
1z':1r-IYP
ueof a•Mtn
■
I•
s.-
�-� HARNETT STREET ACCESS
l SEESHEETSD122
1W TALL RAISED PLMRE
1zx1r
EMPLOYEEPLAZA ,
❑
SEE SHEET SD123
LEVEI 20
LEVEL37
aavaaamaam JLammaaa
a®aamaaa•mama•
LEVEL 10
LEVE! 10
*6'
PLANTEDAREA
. '
§z
r4� \
♦N'• TTT
F.
s ZLU
I I
UJI
NOW OR FORMERLY
w I SALVATION ARMY 1 1
R04716-004-001-000 I 1
INSTITUTIONAL
�I ( ZONED: CBD
20' M 1
R/W RAN I RNY
I
NORTH SECOND STREET
-----`---;'<� - __ - - (66' PUBLIC RNV) NORTH SECOND STREET
s 3
(66PUBLIC RAW)) o0
��.---------------- -- _= ip
RN4 ���� RNV ESS 4XJRBRAMP
IN- VE IL
' I
clr ! i I i t I I-
I i
L1 1! \ (3' 33'
! (ASPHALT PARKING LOT)
NOW OR FORMERLY
THE BOARD OF TRUSTEES OF
_ASHr lair ! THE CAPE FEAR TECHNICAL INSTITUTE ,
DISTANCE,w BOOK 0975 PAGE 0440 I
ANGLE
ZONED:CBD pp
, ��\` RE GAINING �� I•- I p
y
WALLVE
GRADIN"LAN
ro
R37.5
m I T 7 PA S ,• �%`� ' /y Y F
RS RS RV . $ ',;��� • J FW-
VISITORS PARKING AREA
9 L=132.31• _ _ •.��� �� ��� �I
$' I R3.5 ry�Q .� 6�> �\� Z CO i i I'- } W z �
rn \ jl co 11 JJW JV
HC ac 17 A S Z W U) L) W O u�1
_ ml _-
A ` �\\\- \S � \. ,./ �`ii IIJQ OO UF a
P �° \TBALK
GNS-TYP
P �
AREA OOzRKNnS xO
mQ T-_-i-�-�',4�1 Z m LL 0 Z
RETAINING WALL-SEE�ADING Co PLAN FOR HEIGHT �! I �--- / <> I O s
v /w
I � � PLANTED sIDEWALK
� I a
AREA ED
ROW (TYYPP)p
_� ��' \,1�i`j \�`•�� � � ' � I � � I I I\`= ,1%j i i ! � I I I ���jl � �l� �`\.\ -.'� �� �� - _-__ _--__—__—__—__-----_—_--__ 3
, \V. CITY OF WILMINGTON
SIDEWALKSALONG
Al
NORTHFRONiAND---- -- l(`liI ! I \ \ 1� .I BRUNSWICK STREETS ` \ \\�. R
-- (PUBLIC R!
; �� I i i I I I , i� TO BE BUILT IN PHASE I. •� v " v
jL
mim
tR101, \IW I \ / 1 IJ,\®/ -Tr r-T -�'__ (\ Iai �•- .. m I'
F i r I 3S ABANDONED COMMUNICATION RNY PER MAP BOOK 31 PAGE g7 _ _ — _ _ — _ _
} O o Q R30 �--% : l/ I I ! ��, �� -i ! , j ---2
' n °
a W p N m ABC STONE 17 I �'� ______ _ --_ _ FUTURE PHASE 2(TYP) ��4� I P - - -- - -- -...--------- -Iif I �aq�0 I 1 I I r
O Z W MINIM Z O 1 20'X70'
O Z O SIGHTDSTANCE BUILDING116
(� v a:N I TRI MASS
O Z a' I 17 PLA ID
Z , (4 STORK _ STE-Tv v ✓ I I , o �_
DEPRESS NllTT STREET PEDESTRIAN PLAZA 7 a I I Q Q 00
T 1
i
O 1
'CJ)RB-TYFj SEE SHEET SDi22 N i LI-_-1= - _ - , i.. »'P 11 i I !j i U Q In
APPROVED
0QUVNORTH CARQLINA ENVIRONMENTAL
NTALfQ
I
u.o o a (b 0 Z NAVJv�
23.ss .r N DIVISION OF WATER QUALITY0 O P cr of 0
- =-_ ape DIS A I _ _ \ CURBED m� I,`--r� 100 YR FLOOD 81� c¢ �I� I !I y 33' I 33, 1 , 1.
EEE _ _ ) f Q ABANDONED 1T R.R. EASEMENT WOK704 PAGE 273 i
TRIANGLE _ ._ _ PLANTER (TYP l / UILDING SETBACK
PLAIN LINE i { ` I F. m I1 I a\ I_ as
P=O�PERTY JNE - _ I � n
ABOVE----------------------- ----- ------ ----- ---- BE UTILITY RNV EASMENT - - --
pOS
14.39 -- W N UTT STREET (30' PUBLIC RNV)
BELOW NUTT STREET(CLOSED)
16' RAILROAD EAS KENT -lp--���. "v>
TO BE ABANDONED ' �� '� �" - ..... - , _. •' / , ` ,
O I ------- NOW OR FORMERLY ----------------- I z alp` , �, 8B00 y -- ---�-`
J,o 1 WILMINGTON WATERFRONT I
U R04716-001-003-M ' i u- o
0 I WI SHIPPING/INDUSTRIAL I ; w C6
w I i ZONED: CBD I Q o o U
' LL z ILJ RECEIVED
o I I o01zo
co W 1 I I I oZgo.
z s 1 I zg�� APR 202005 i
O I I DWQ 1
PROD # 5('iJ�U SCi ¢U�
I 1 � I �
I
i I
� I •
04]1 PHASE 1 SITE LAYOUT PLAN Cogg
Scale 1' = 40'
40' 20' 0 40' - R
_zr. P.P,
0 15 16 N
530 Causeway Drive
PO Box 598
Wrightsville Beach, NC 28480
910/256-4141
9101256-4144 Fax
Synthesiscda.com
CD
CIO
Cr
O
C
O
U
W
Z
4-a
Cu
C
P
OO
4-'
Cm
CL
q
•ate
O
U
�
TRC
SUBMITTAL
PROJECT-05037
DATE: 01.11.2005
REVISIONS: DATE
2nd Subndttd 03.03.05
3rd Submittal 04.21.05
DRAWN BY: SP/CG
CHECKED BY: MWUJBM/TAS
PHASE 1
SITE
LAYOUT
PLAN
SD1 J I

b4
�'
LLJ
.23
.3-3
I
Z
CO
N
ll>
„s
,s,
Q q
z
'
'
�
I
W
E
W1
S
AR
\ �: I
h-
v~i
_
T
SITE
DEPRESSED
\:CURB.
a
n
1
y
g
-�6
a
GAS
RS
g
INV.: 29.92 0252 3:; 0 F=
=mr
oo ; I �I CURB INLET LEGEND
2 w m ( O I TOP: 30.16
SSMH
1
I
I r7
I
F/L: 29.49
RIM:
34.88
I
INV.: 22.49
i
INV.:
22 35
■n■
I
I
I
I
I
TELE-
COMMUNICATION
.
/
DROP INLET #2
10'It-
-SDMH
INTERFERANCE
DROP INLET
DROP INLET
/ :
� :.
1012=32..
I
I
I
RIM: 29.91
/
/P I
TOP: 33.64
TOP: 32.15
/
i
INV.=25.50
SSMH
i
INV.: 22,50
/
R
I -
INV.: 31.29
INV.: 29.95
/
\-�
I
RIM: 29.91
I
I
/
2 Rc
\
DROP INLET #3
INV.: 24.19
a
/
R✓w \
\
< i
TOP=34.OD
CURB INLET #5
I
DROP INLET
#1
INV.-24.00
TOP=30.63
3 s5 ,<
<'
TOP OF WALK TO MATCH
TOP=35.50
-- -- -----
"
AN1L....2A.50__ 1 m
- - -- - -
- ----
R1w
--------- ---------------------------------
qi ..
EXIST.
TOP OF CURB.
INV=26.50
<
11
TEMP.
SILT FENCE :
M.
___- I
REMOVE EXIST. CURB
GUTTER AND INSTALL
s :e•Y�s :
e
- e ss
es3.r.� e ss
DROP INLET #4 ':a..
a^ -RADIUS TYPE DRIVEWAY
\
N 01
E'
ET
/
TOP=33.75
'INv.=22.00
: WITH 2' WIDE VALLEY
.
/
GUTTER. -
-
-- - - -
::
•z4"
24- HDPE TO
HEADER '
b
. n<; <, .
za• RCP
NORTH SECOND STREET
Z -
a W
J
z
O
z
H
a
46
J =
N
W
in
z
z0
W
Y
c
O a
to
Y
N
ff^^
Z V/
O
O
In
U
0
In
N
�W
DC
A
(66' PUBLIC R/W) SEE SURVEY SHEETS FOR SURVEY NOTES AND LEGEND.
•
i ,
♦�♦44♦f"w♦���J•��Y♦ ft't")�♦tea:♦'�0♦. •w- N -r ..� _. /u
',•�•)�w•�•fwwwwww♦�♦♦•♦•fffwQ ♦♦lfwfwwf f/tyf♦♦♦♦•♦♦wfi�w♦♦w �i ✓11*%-♦♦f♦ww♦wwf♦♦♦.♦f♦w♦��w•♦� w
'CT)f Jw►�rt�w�w*♦.♦w.�.f�xyl� ��www♦w♦��r!(1C♦�w�w�♦�i♦wwww7�'i♦iwE►fy�,>6wwfwwwwwwwwwwNwfw♦wfwww♦wfww•w�♦C 's• _ � • j
d Z .. r�_.r,t��.VICINITY )ww♦wwwwwwwwwwwwww♦w�ci11����_'''___ ,, . ,'' • • . , /., / ' /
'>�1w♦ Irf•►'♦9iatir♦f♦.♦9'!e>♦�_-._ � ♦ t • �. ♦♦fwF...fwwwww♦♦. �� ,,.♦
■ ■ ►w♦w� I ♦ � ��fLi�♦iiwiiit � ���>w� f�OwC f�'.i!'♦ c �>♦��.w f f!w♦♦f♦f♦•\ ���1 ♦ _ _ ►1 ,'
y '�' 1 ♦ ♦ / < ! 6• f OTC♦ �Ci i-�- ♦�w�♦w�.trwc r P.t ���igG'!i i i' i��L10 w • • .
L�► ,■ il!�wi'i �.l4f'lwOw w�♦few .'ems. 1 I.w♦w ��wJ f> •► R�wl • D
., n ♦•O�♦♦ ♦1-r/ .. •♦ �s: �♦♦♦i��l�•�i�a tjwi�iwwf �i �� _ _� - \ > � . •" •
NO SCALE
- i i� ♦CIw•f♦♦♦♦ . •i♦>♦♦♦♦•♦♦.vim♦ w-S• � \ �.. •
_ C►^ Otia�C wwwi' ® �■4J!� - - r_'wwwi:wiwi♦-`OOOi' 3iS � =_ _.t � � :' � , , • - a • , • • • • . FM
Kim,. V f►°i'� i� wwi . Oiwwi wwiwiwiwi�■ ems. �. ` . f
'!I�f►�w1�Af it ���,■i' � �■■`���.���� ♦w ffa�f ♦ ♦♦�f �/ � � '��� .\ ►. • ■ s " • s 1 • • 1
� y♦♦�►v fw♦♦wi f♦�
• o ; s ►ww♦���� w✓ +s1_� ���■■. \■�3ITI■■�■ �w000i �00.����.°
'� ;>y7/►♦►♦uwiall■��cIIM■t!1■■\ ■■■�E�gslli■■I��swi' `O�►u^ �•eu�•O fti �1 s'.�cj
.,.•.� ►i,•►w♦•►t (I�`im_�INN■INNA■LS►�! i■■■■■■Frei ►•0 •p,�♦♦•i•�fw.il +_ .. • �. 1 • • •0 •
"' e,�•w� ►Aw1�Iw♦1 CJac.J ►♦w♦•`w 1 •?F<. wfw�wC�fw��LU
wt7INN
■£9F.Et[�■■■■■■L��J■11►Jim♦.w:::.� � ew..:.°.-2��fa,. •� �/ �';• :.�//.� �., '' • • • • -
l T1111111■IE�(i�■Yi■■■■■■■■■■■=w "'
e.I ' C. '4Ji�i �©WW�fiYiir•\i:�A■■■■■■IC��� •I/■■E-•-'JE�E7E-'JE-'J■,,! f � I�f�Y' �~�\ � . s� : • • .1 _
-.-mod •- �■ • •• -j \ \ • - • 1 •
�; 1■■�I%1■�V■�Za��l■r■■■■■■■■■■■\�I[F31r 1�\ .r► �I�IJ75r� ,� `''� ' 1 •
1 ,R♦ 1■■■■/.�1�■�■■C.� Ili■■■■■■■■■■■■■■r■F`di■■17 �� .! � '
• sL ►i� tt'■■■K■EFT■L��� r .. ♦ � �, � -_ �y -, '
• �,i1OsamuFes. «1 ♦P11111110A 9 ► ��.. • �� • 1 • • • • •
II■■Ml�t ■■■I ■■/OO+/■Le7rOw�; ", d • • a • 1 • - .. • . • ■
• >y ii■�17■1 �J9P► ■■I-wjf, ME iwiwi0 !, �e �' 1 .. / �a■■R1f11 ■■■ • •♦��4ftfil.'iwOwwwwiw.� ' .R�K'�+� \s� ���111 �.- • • • • a . • • • •. • •%i •■■ •` ■■■ iwi�i'�7Lwiwwwiwiww0iwi� ��� - e $1► \ �\ dam, i'
�IY U# ♦ ♦O ♦♦w dw i \� %��`�
R ►� �� • ■ G/r (�i!Owk>ow�wJOw�ww`. A� �1' 1
• • �, 1 R►♦ �� mnnl ■1■■ ■ii4i■i�i■gg"0" 04♦spi��►i�♦� .� \ se'�
• 4 �w� ■■■I ■�:t;;Y[lCli+�w�!�►',w%iwOw :� iwl - e � � �'�� �� �', � � � '' 1 :.�
GRAVELLED • +c� tci • In
■■■\�I■�4 �GMIlA■�iw �wOw♦!OO♦w♦,tea . \�
• • ) �► i ° pwiwiQwwi♦ -► wi`.D,Imo^ ism a.. '� • • [
a■ • .I .7■■■►..�■R�4p�l'aY■pwwiwi!�:pf4eQ: 'Ii1■ '��, fit' 1 \ �! •,w ►� ,
��!ww�I ■■■■SEE
No r_-N. FRONT ST. AND BRUNSWICK U
■■■■■14�1■1►�A1���� ♦w�wSww♦" !� ;� ® �(' :��
V
C
Q
0aa
SEE DETAIL SHEET.
_ - -r v DURING PHASE I. SEE DETAIL
BY 1111 I k \ ST FLOOR FFE=37.0 7.0 4 , "N6�\ \ \ G k� + ° \ i U
LOPE. \ \ Z "
1ST FL R PARKING DECK F E=10.0 / \� :4 \ cfl
OF 2.1 CLOSE EXIST. DRIVE AND 4-p •
D. INSTALL NEW CURB AND 11 I I I I I . 2ND FL R PARKING DECK E=20.0 8 \ ° i\ S j + I I
N N` GUTTER TO MATCH EXIST. i III \
I , I I CURB INLET _�` C•�.\ DROP INLET i (m I �ASPHAL
TOP: 28 27 \ \ J + : TOP: 21.39 N 0 W O
n• I I I II 1 •p ' �- F L: 27.60 _I - `\
cs INV.: 18.56 i
c I III 4.0 INV.: 22.45 ••� \\: RBED AREA/ N i 5. �' °� : \+ \ \ I THE BOAR
�I I I \ TIE INTO EXIST. \ I I SSMH THE CAPE FEAR
\\ \ c \\ \ \ N (fill i i I 0 CURB AND • • • • • • • • • • - _ \ \ /d„ - ... \_ \\ tN TERFERhNC€ - : CURB INLET , RIM: 21.86 BOOK 09
\//!/ UPRIGHT CORRUGATED INSTALL APPROPRIATE IN I GUTTER. 1.0 �}\
PROTECTION IN EXIST. i I 7. \ ` \\;: RC I + \ : SDMH : 21.71 I CURB INLET I CURB INLET' INV.: 16.52
\ \ METAL PIPE ABOVE - S \ : -� : (: \ FjL . 1.04 TOP: 21.94 TOP: 2228
SURFACE WITH LOCKED DROP INLET. SEE DETAIL ` CURB INLET #7 \� _� - \\\\ RIM 2r,56
WOODEN COVER SHEET. 11 I I I If REMOVE EXIST. CURB AND GUTTER TOP=33.50 RETAINING WALL DESIGN \ /
fill ` IN .. ° � �:.� - INV :1 4 I F/L: 21.06 I F L 21.47 � CURB INLET � 1-
I I AND INSTALL NEW 2' WIDE INV.=22.00 BY STR RAL ENGINEE _ ^\ \ \ + Nv.: t8.t1 INV.: 18.52 , a
y \ \ -- t F L 21.40 z Qii ¢ W N` cuRe wLEr itll / -- VALLEY GUTTER SEE DETAIL 24 HD \ \ \ x X _ TOP: 22.09 LU W r
INV: 17.65 F,
` TOP: 19.7a III I W i ■■ ' ■■■■, •y 7.0 / 24" HEADER _ i \\ \\\ \\ N \ . I I / ' g c Y w
SEE DETAIL �� - \ \ :':\' \'�I ' DROP INLET DROP INLET 0 Z Q U IW-
_ 22,41
��_ _ > INV. 17.05 IIII d ,:�„ I • / \\�\ \ � \!- ::1`'. _�.-(- � N%
IST. CURB
-_- _ _ _, _ _ _ i l/ II , �■ INLET INTO A TRAFFIC TOP
•
_ _ _ _ _ _ _ \\\ `� ' r.y� "�- / C�' ■ BEARING QFOP INLET. ALL BUILDING ROOF DRAINS N - - \ \ \ \ 5 R \ N - -
_- _- _= _REMOVE EXIST. ASPHALT, _ _ / TEMP. GRAVELLED: SHALL TIE INTO THIS DROP / �• \ \ \ `' a�. 33 i : ADJUST EXIST. SSMH
---_ =;CURB AND GUTTER AND k E.LP. , s3 CONSTRUCTION 70 INLET. \ \ -
_"RE -GRADE HARNETf ST. _ /// c. I ENTRANCE. ■ \` \ \; .. TO GRADE AS NECESSARY.J M
- '--\_��-TO NEW ELEVATIONS. SEE-= / i 9. REMOVE EXIST. 15• P i \\ \ D - -_ - J Z 0) 0)
m h \\ \ T \'4 a rn 0) 01
STREET SECTION DETAIL --- - � _ - CURB AND ■ TOP=23.00 `
--_--- ----- ---- R 1 :_ ----$ 7.0 _ ---- INV=15.00 --- \p a M M Eo
_ 8.7 CONVERT EXIST. DROP _ - - - - - - / / �1 \ \ \ \ \ \ ! S . - v
DI20P INLET--------------- -- ry Q 1 aA :--ess�-:a e.
- - - INLET TO A SDMH.
_ 70P=76.50--------------------- \\ D N y N a o o
_ -- - - -- - t� . -
\ \
TOP TO GRADE. INSTALL jj.''��
----y= -- i N, APPROPRIATE INLET i 0 \ _ :REMOVE EXIST DIVE ,. _ ; M
INV. 15 5 � \ \ Z LL
LU
OLD FRONT SIRE-E-T -R_W (CLOSE °paw o 0 o I PROTECTION. SEE DETAIL ------------------------- --------- - \
�o ° o°o ° ° �. ' 7. ___------is- �� \ \ \ �ER �I�:ENTRANCES AND INSTALLd � W
° °° o 00000 ° - SHEET. o - \ GMH �\ $:'1 RCP NEW CURB AND GUTTER W z 0
0 0°0° oo J -LEVEL 20 - _ C [ - - ❑ \ \ \ M: 2T'S9 - - • �_ \ G,: -y- ?0 MATCH EXIST. Z O
6" ABC. STD�IE\\. o ood .�°,00000000 _ ■umu�u�n■' ILEVE■10■ ■iu■u■ LEVEL 7$■i■i■7■'3uu� , - ❑ - _IN��t§.36- \\\ \\ \\\ \\ ,.Fv : ___ _- -- __- _ __-_ _ - _____ ____ _■/ d 0
INSTALL NEW CURB INLET. , ❑ ❑ w - - - _ (�yV•
to
REMOVE PORTION OF EXIST.
'I.
H ' .3 \ ` _ _ - ABANDONED COMMUNICATION R/W PER W Z
-- --- -----= - `TIE INTO EXIST. \ ° b.. s 15" RCP AND EXIST. DROP ;
..,, RI:F ■
AS��IALL y TOP: ta.1 INLET.
LTa NEW TOP=GRADE �� [ CU SDM ��: o --- ----- Y W 00
ti \ INV.: 11.01 v INV.: 3.96 • TOP: 21.66 RIM: 21. ��-
SFge \\ FX \ INV=EXIST. FIELDVERIFY co<Y U
-- 7.0 A.
g 6 INV. T: 14.75 \ \ 1 \ ^'. INTERFERANCE n z
\\ `IF NUTT ST. AND HARNETT DRO IN - • TOPB 2210T Z
_ 0 \ ST. ARE ACCESSED DURING?p \ \ \ v_ TOP: 12.90 ,JJ (
CONSTRUCTION A TEMP. </N \ I a.l INV: I �� i \ 1 \ l - F/L: 21.40 Y Z -
GRAVELLED CONSTRUCTION F R\\ i Q L
` \ °ENTRANCE SHALL BE h \ INSTALL APPROPRIATE INLET/ 7,0 I CURB WL J INV.: i5.25 I-
I \ WRAP STONE WEIR AROUND � � ■`
\ 3 .I` \' w PROTECTION PRIOR TO REM VAL=_.�___.._ F t2.8a k N: �O) a
INSTALLED. \ ml R P c �m \ x INLET TEMP. BERM. NV.: 9 �•:"' _ rn 3
SEE DETAIL SHEET. \ . � �=
gar- c _ _ ■ ■ J \ ' TRAP ELEL1/ tEDI SENT 1.w / co
DROP IN SEE DETAIL SHEET. CUR ET - Z
/ • I \ TOP=6.50 TOP: 10.
° TEMP S SDMH CURB INLE INV : 9 92 CURB INLET 0 O
\ \ \ \ \ \ \ •� \ "m r \ SC / \ INV.=6.50 INSTALL TEMP. SEDIMENT TRAP \
\ ;I RIM:12.82 BUILDING IN OP
\ \ - I \ TOP: 11.25
�INTERFERANC 1�, INVc/. "--±/ ^e S PRIOR TO SITE GRADING BY RIM: iD26 TOP: 10.40 IU U
\\ \ \\ \ \ \ \ \ ``� SDMH (SEE " 0• \ ' DROP INLET BEARING WESTERN PORTION NV.: 5.99 F/L' 9.65 SDMH \ F/L: 10.33
TE No. r \ \ `� \ / S ALE-MIj� \ TOP=12. OF SITE TO ELEV, 13.0 BERM INV.: 7.85 RIM: 10.23 - .: , INV.: 6.93
INV.-8.00 SDMH 1017E
0.0 \ yJ SIDES E IN. GRADE. v_ 5.a4 \ Z rOPCURB
I . _ \\ \\ RIM: 9. TOP: &.92QV ° / \\ NSTALL DROP LSLT SACK": 9J
' , m, as rn_ / INV: 6.77 i ° o °ooO \': " 7.56
Y • e \ \ 0\ INV.:
\\\\ \\\\ \O\\\\ \ \\ h \ S \` _ _ D \ ` \ \ _ °o o / 33 163 \ INLET PROTECTION.
\ \\\\\\\Q\\\\\\\ \\\r NTT \ I m / A RC 15 P ��� / `-IW=6.25 / __-
\ \\\\\\\\\\\\ \\ r\ qR INSTALL NEW 4X6 PRECAST , --------------- - _
r m m• m m m o o A$ NEQ-L R
\\\ \ \ \\\\\\\\\\\\\\\ ys H2O RATED JUNCTION BOX ------------ - --------------- ------ - --- --- - - - - - - - ��18 " RCP' : L INSTALL APPROPORIATE INLET
\ \ \\ \ \ \1 ( \ \ H' _ T
\ \ E _ _ PROTECTION IN EXIST. CURB
\ \ \\\ \ TOP-t0.00t 7
\\ O \ \ \\ \ \ \ U I \\ - - - -INLET. SEE DETAI SHEET. - -
\ \ \\ O \\ \\ \ NEW 18" INV.-5.00 I ` � - _ - - - -
\
\ \ \\ \\f \ 11 \ < O � \ -, �- - � - --_� � � � ■■IS" E�•TCTO..
\\ 1 �
I ^
�: a..v
\\\\\ I II lI Iii I1 I J � `\ � _ Y-- VE � :.': "., p
\\ - N TT:S R ET L SE". '. G. u 18" Rcp: a... fi. 78 'RCF: :: t8 RCP:
�, / Gh.. o• A.BOV. 0 I I I III 1111/ 1 III / / ., \� I �0 . .,,. E 0. .D). .o - --
II II i I II // /// III / / `�_ -
I I I � �_a q
I \ 55 55
i _
1 1 /
T
\ \^t I I
I I r" L 9 \ c � / o,
1 I
t3 '
I / / �n in a 1 I I I I "v / 46=W I / / I 1 - bF"�""' ' E�
/ 1 - �L NUTT.STRE T:- � o 11.39' C" : ' 6"w OW E I I I I 1 1 \� s6'"W�6
illl I I 1/1/ll � ^W �' -- -
I 11I II 1/l / �%/ . is"w i6'w:'-�UT --
�t•I--
�llol!I1l J T.STR�E�'^J_
yfllil llllllllllllll//ll/ 11 l SSMH \ `-- /- �- \ .4 0 8" RCP n 8., R�P�
ll/ 1 �j lull ll/ / Lim - -- ' ^ p 1 DROP INLET \ _ _ - -- ----- --- rv- 04268
lull/Illllllll l�'ll1 /llll 11// / / ° NoE ZOTE p <\ ti -Ez \\ \(� - -c�i _ -�`\ _ 3-��` \� ----�,_� �- - - -- - - x- ^---.:
ul lIll lIll /l/ ll�ll - � \' NVP=5.50 n , \ a ¢g ; ABQVCKD. JPN
r� COORDINATE NUTi IN IMPR DRo WLET G��-� NKS
!/ _ \
/ - - \I WITH CITY OF WILMINGiON TOP: 9.13 --
\\\ -\ DROP INLET_ _ / '!`- DROP INLET
DROP INLET CURB INLET '� oi"
TO 9.36 ^ jy DRINK.
TOP=10.0 TOP: s.o1 SEE NOTE N .: F D \ INSTALL APPROPORIATE INLET
TEMP. SILT FENCE ALONG INV.: 5.32
\INV=6.25 _ _ \ _ PROPERTY LINE. INv.: 5.93 No. 2 / --PROTECTION IN EXIST. CURB-
=, jp1/ lllllll// ll// �x ` //i / 0. i \ \ �// \\\\\COORDINATE HARNEiT ST.\\ ` \\ \ DROP INLET \ \ \ \ f `o - �" a - - - - - b e
\\____ TIE INTO EXISTING DMH INLET. SEE DETAILS SHEET. / DATE 04/19/05
- it%IIIIIIIII/11 / ! iil r \\ \ \\ \ \ \ \ TOP=9.00 - - _ _ _ - SDMH. RIM: 9.68 / o® ®e
\ AND NUTT ST. IMPROVEMENTS \ \ \, INSTALL APPROPORIATE INLET e U I CURB NLE ®a :®
\ \ \\ - STORAGE BUDDING NV:4.22 N
/lI Ill / WITH CITY OF WILMINGTON. \\ \ \ INV.=6.00 IF NUTT ST. AND HARNETT ; \\ PROTECTION IN EXIST. DROP TOP=EXIST.: \ TOP: 6.57 ,m
\\; \\ \\ - INV.=6.00 m
ST. ARE ACCESSED DURING INLET. SEE DETAILS SHEET. �' F/L: 5.85 _
\\III \ = CONSTRUCTION A TEMP. \ 3.
GRAVELLED CONSTRUCTION G� SDMH / /.. \ - INV.: OS Qi 9<; INTERFERANCE �" ® /
r - _ ;� i I ° l l _ / I\\4�/ / �" ` x '^ I \\\1�\\ - \\ \) i %�� �- = � � ENTRANCE SHALL BE �C �O '\ RIM: 9.99 \ \ \ 1 . v
V' ' INV.: 4.77
i \ INST\ALLED. \\ I\ l s _ �C C p.®"`c�NGSa
� \II
M
.. . N D
IMR:9.23S
TO GRADNV.: 3.49H
o
N •BIRO tl611 Bb09Bi
SDMH 0 SE11 1
\\\, E NOTE rn
\_ _ ,/Z.,;,,,, _ i,, _,\\\\ \ \\\ \, \ I1;17/ \ ;x �x No. 2 Z SCALE•"
1 = 40
\\\✓I \\ \\ \II/ / I Z - b �D 0 40 80 720
` I c I `�• ///////n�//6/ \\ \ \ \ \ \1111\�\\\\\\\\\\\\\ w 1 \\ \ \ �' \ \ Ill// ji i I ,n
-
�'_� \ �
,

Jm0O W
/J 1
\ \. SSMH RIM: 40.12 NOW OR FORMERLY I 'Hol
ao /� INV.: 33.78 -MERCER
- TAYLOR, L.C.C.-
INV.: �zoN
AREA UNDER
BOOK 2146 PAGE 0284 00�� ; H m
CONSTRUCTION 3: 0 CURB INLET ( W
oz � a oo TOP: 35.84
`\\ %O �O\ \ 1 -�:\ --r DROP INLET I ��m F/L. 29.33 �I Z
INV.. 29.33
SDMH TOP: 38.80
RIM: 39.97 ' :I INV.: 36.80 1
INV.: 33.30 \ :\ 1 TT
CURB,: INLET
\\ \j1 \ \ `� \ TOP 4ry✓49 - I, CURB INLET
\.+ \ F/L 9 85 TOP: 35.37
F/L 34.69
INV.: 29.89 / �.,•.
12
_ Gik m fi
AREA UNDER I� \ ::I : � � \-
of .v, '.��...... \: :: '.v � \ ::
\ \ '.ox..: \ NORTH..\RRO NT :SIR T CONSTRUCTION -\I//\ .ti . \I:
_\ GM• \ : : � \ '.; .DEPRESSED .
M \
(PlJ�L1� 'R/Vd) cuge. 1
D
CURB INLET \ ( c,Q 55 N •�` ;g--�- ssr i0 re - •-=-16. W ::.-=-�& W. :1:6 V✓ -
TOP: 32.77 \\\\\\ \ I \ l r(i
INV.: 25.64\\\1\I _ r� IriIx�\_
FORMERLY
Illlll \ \ ` rll
\ II
and wife, MARY K. DEAN IIIII \ __� -II \I III III
1 PAGE 0792 jl 111 1101\\ \ \\I IIII NI i ox .'1/ .-_-
I IIIIll1 \ \ \ ,. - /IIO /L /,i �/�i/�/ �-- --_ _ � � \ \ I nx / �' /' m �g � ^� z✓
INTERFERANCE / I fll \ \ �\ \ / / ,o'•, �j/// /' - - --\
I I 1 \ / Q / / / _ \ I I .e
SDMH / I to \ \ `e \ V I /�/// / ' - ----- -_\ \\ \ \ CURB INL T 'I ssa co
RIM: 9.44
INV.: 2.55 /(/ ll \ \ \ \ /.' �h m//i'/ SMH )1'
// 11 \ F/L' 346 IM: 5.20 4 `
NV.: 29.55
15'.RGP
WTERFERANCE
RIM: 9.82 _ ___ _
_ _------_-
\\ \\\ - -- - -- _--- -- - -\ I( I
\ ! I 1 `/� \ \�- // / �j /, /„� /, , // TOP: \\ _ -
SDMH CURB INLET \ / + I I\ /: �y\ // /, / /i / /, / // F/L 35.91 \ \ \ - _ - - - - �'-
\ y / / / / / / // _ - - TEMP. SILT FENCE. - _ - - -1 \ \ \ M II
RIM: 8.73 TOP: 9.47 \ ( / \ //� / / / / / /h INV: 31.94 _ ---- $
X \ / / / Z / / /ti CONSTRUCT) - _ - - -
INV.: 2.53 F/L' 8.60 / +I // ' \
_ _ - - _ N TRAILERS. \ \ \ \ \l
INV.: 277 \ // 1 _ \ �x � // ' /// /i/ / / � \ cx
\ t 1 FIRE HYDRANT
PROJECT B.M.
SSMH , V- \ / \ ,`,C \ � // /y/ //,ii'i // ,-�' \ PAIfSTED-FtA(,JGE BOY
RIM: 8.46 A / /
BETWEEN THE
INV.: (-0.65) q _�+ \ ' \ \�: /,C,;�' : / / 1/ d / /i, ii �/' \ IN CHATAI�OOGA®TE':-N
,\4� x /,�,'ii/. // \ ELEVATION✓ = 37.74
�
CONSTRUCT19N ,x z\
y:`\ ' " STAGING ARtW. N \
TEMP. GRAVELLED
CONSTRUCTION
Nx \\ Illlll 1 1
ENTRA\ SSMH I
SEE NOTE L
NOTE.ANY STOCKPILED MATERIAL DURING
No. 2 CONSTRUCTION SHALL BE SURROUNDED BY I ll i 111
�1 / i N TEMP. SILT FENCE AT THE TOE OF SLOPE. l /
LET
' ( t' i I 1 I (I T4P B 11. � i �N ` STOCKPILE SHALL HAVE SIDE SLOPES OF 2:1 CLOSE EXIST. DRIVE AND II l I I f
F/n 1 o1 ♦ MINIMUM. SEED STOCKPILE AS REQUIRED. INSTALL NEW CURB AND l I I i (j,
I y \II\\\\\\`NV: a�6 NOT SEE NOTES. N. GUTTER TO MATCH EXIST. i1 IIII
Na 2�, a i II
-CONSTRUCTION
LIMITS.
Mx Nx �I ( It
\\\`` \
LIMITS.
/ INSTALL APPROPRIATE IN I I
c �
�/ J UPRIGHT CORRUGATED I
METAL PIPE ABOVE PROTECTION IN EXIST. j III I�
SURFACE WITH LOCKED DROP INLET. SEE DETAL I'
WOODEN COVER SHEET.
E.I.P�[�T.) \`�� ��� �` ___� ;;_; � �__ �___ � \\ Mx
CURB INLET I.
\ ��!✓ y \ ;�19.74 }IIII I i�-
�Q tQ. F/L: 18.85 'IIII i
__-_-__� f / INV.: 17.05 IIII 11 I x
�'COgST<lFJ,�.(DIST�- ?_`_ �_\ IIII 4II
` T
ZZ
\' \
11( _ \ _ g+ ® - '� \ - - - - ` - - -REMOVE EXISL ASPHALT. -SS / ll ( CP'
��ti� b / - �� _ _ �_ _ e•� - AND GUTTER AND
/ SSMH RE -GRADE HARNETT ST.
RIM: 7.33 FR �\�7- -{� N` - ���>s�----_-?� - ==«-TO NEW ELEVATIONS. SEE= -=_
�' " ' i SECTION DETAIL
e ` Si5 S'S5 fi"55 e'SS �' ,
----
"/>o // _ �2 'm-��__� r OLll FRONT SIRE-+W (CLOD °�g o°g°o ° .
80 ABC -sToaE
/r
(I('000°o
°O o
' / / '� - - fqS f / /�.'� ^ -1�1€ INTO EXIST. H °
/ �= _ 'i/'/ _---- --_-�` OFx MfN / mx fiANK ASPHALT.
lI�/ �. \ - -INV.: 11.01 • [t
SFq \ Nx \
`IF NUTT ST. AND HARNETT
\ $SMH
N '� - - /SST. ARE ACCESSED DURING�T
RIM: 6.89 \ _ / 3°:V:: F/D GRAVELLED CONSTRUCTCONSTRUCTION <4FR \ \ 1
CURB INLET ' / / / / INV.- (-2.51). - - - /. / --?_ \ \\ \ `�
/ ®ENTRANCE SHALL BE \
Top, 71
\ \ \ _ INSTALLED.
�/L: 4.87 CURB/INLET / / // /' I - // ^ _ /-_�/ _ r /i ( /./,/- =� �� \ \ \ \\ --�\` 6
/ INV.: 2.47 TOP: 15.93 _ _ _ I
b INV.'/218 / / r. I
r I JW
3 / I , - - - \ - .: /. / /' -�.' /J 11l ill(//�/jiii��;\\\�� x\\y.�l\\`\
\\ \ \ \ \ \ \
tr (/, ////'i ,���"��\\x \\x\\\\\\� \__ ��\\ \ \\ \\ \\ ��\ INTERFERAWC '70 � ••'�`
/ /-- �',/`2�\\\\\\\\ SDMH (SEES
TE No.SSMH
SEE NOTE \\\\���\\\\\...
\\
// bx / -�/ n' `. _ \i. RS - / ,.`// _� $o/ \\ \\���\\�\ \ ' \\�\���� ��`�\\�\�\�\�\��\\\\\ate\\ \ \ 30• \ \`\`� SE H
0 O Q7.4'i l \\ \\\\\\ / \\\\ ��..\ \\ \\\ �\\ \ \Q\\\\\\ \ \ \\ P grYi \ D
O 9Ry `INSTALL NEW 4 X6' PRECAST 1 \
H2O RATED JUNCTION BOX
O\\\\\\\ I i \ \ \\\\\\ O\\\\\\\\ 1\\Ill NEW 18•INV.=5.00 I
�j\
/ �x\1IIIouilIiill lJill, 11//////////Illlll
/ Q nx \\\lllllllll(III11I111111 1/lI/(//I//II ✓l//(/� \\ \\\ u /
Q \ CJ \
\ \` _ 9111d11 (1 ((1III11111/11/ll Illlll l O \\ /L1 39 �.1
Ihl1 wx \ l �{ �lIIPI ( l
111, IYt\\1/IIIII//11/1l/1/fh/
Idl.r^\\\\(_7
IIW
zz
WHIIrylNllll\
Mx k¢, ll1 %llllllllll\\\
I � b I V 1 �-
I
� �I
iJ1(1//IIII
\\\3. \1\
LJ
\ `\\ \\ �\\ �-\�\ /Jf \ ___ __ � \z✓ I -_ //�/_//////i�= ���\�\�\ \ _r
l\CI, %o _� I ���-// /j�j/i jj�j%- \�\\�\���� \�-I1 \ I \� `_/ %%_-__ ^x I ~ cf)I
I, /l111r•- ozz s= _:zz 4��\ /11
\ �_ �` \` � �\� \�_ _�\\ \ �_1 ✓' � ✓�/f / IIII \� ��\ \ c\� \�� \\;II I(/i N \���\�\\\\ \�\ \ - �/ \\_- __-_� � W
/ Ep
\\ l \ \\ \ \\ \ -
1
11ii\\\li\�_\`��_ 52��\� 1 I\1\\I�I��IIII(�I\\\ 11�ri'�/°�/ /'1 r'/ OONIr •�m' "�'/% // I �I
/0/%! FYO \ \ Q
\ AREA DESTROYED S -"
I
I
,
I
NOW OR FORMERLY
CURB INLET
-THE TRUSTEES OF CAPE
TOP: 35.80
FEAR COMMUNITY COLLEGE-
F/L: .12
BOOK 2474 PAGE 0252
INV.: 29.92
29
,
I�
SSMH
RIM
34.88
I
,
INV.
22.35
DROP INLET
DROP INLET
✓.
32.15
t: '
INV.: 29.95
!: -
/ R✓W : \
DROP INLET i1
TOP OF WALK TO MATCH
TOP=35.50
EXIST. TOP OF CURB.
INV. 26.50
ILT FENCE j
gss
93t �_
a5s
rs3 ��ess
B'G5
� esM
o
NOR
F_.RO ::
TT
,.STR
:RCP:: '
n
� Xz
T. _
give, 1
- � �IIIIIIIIIII� ��o,, ,I
aja]i s MEN\�/1
-FLOOR FFE--37,
PARKING DECK
PARKING DECK
Illacella
AFIRII�
T'fL�19.08 1
.INV.: 17.08
REMOVE EXIST. CURB AND GUTTER
AND INSTALL NEW 2' WIDE
VALLEY GUTTER, SEE DETAIL
® i o
} (7
N�
CONVERT EXIST. CURB
w: INLET INTO A TRAFFIC
m BEARING DROP INLET.
REMOVE EXIST.
CURB AND
GUTTER • ■ -o ---
CONVERT EXIST. DROP
- - INLET TO A SDMH.
TOP TO GRADE. INSTALL
APPROPRIATE INLET
PROTECTION. SEE DETAIL
- -15-- LEVEL 10 LEVEL 19
INSTALL NEW CURB INLET.
_
REMOVE PORTION OF EXIST.
15• RCP AND EXIST. DROP
;
_ INLET.
_ �'
■
TOP: 14.1
1NEW TOP=GRADE
■
INV.: 3.96
=EXIST. FIELD VERIFY
•
_INV
■
•`
DROP INLET-
90
IN11 :
V
I
-z
INSTALL APPROPRIATE INLET/ �;x ( 7.0
PROTECTION PRIOR TO REMOV�t
;
SEE DETAIL SE[W. \
■
IVA fv1- J
m
m4z!.rI■
RIM: )2.82
INV- I
LEGEND
PROPERTY LINE
DISTURBED AREA/CONSTRUCTION LIMITS
- - - - - - -
EXISTING CONTOUR -
- - - - 23 - - - - -
EXISTING SPOT ELEVATION
23.65
PROPOSED FINISH GRADE
-�
SPOT ELEVATION
PROPOSED TOP OF CURB OR
zs.so
TOP OF WALK SPOT ELEVATION
TEMPORARY SILT FENCE
---I�-
INFILTRATION SYSTEM LIMITS
- - - -
INFILTRATION SYSTEM SYSTEM LIMITS
EROSION CONTROL AROUND INLETS
SEE SURVEY SHEETS FOR SURVEY NOTES AND LEGEND.
NOTES:
1. PER WETLAND CONSULTANT, NO WETLANDS EXIST
ON SITE.
2. ALL SITE DE -WATERING IS THE RESPONSIBILITY OF
THE SiTE CONTRACTOR.
3. ANY DISCHARGES FROM DE -WATERING OPERATIONS
SHALL MEET ALL FEDERAL, STATE, AND LOCAL
REGULATIONS.
4. EXISTING SURVEY INFORMATION BY MICHAEL
UNDERWOOD AND ASSOCIATES. P.A. SURVEY
INFORMATION REFLECTS SITE CONDITIONS PRIOR TO
DEMOLITION OF EXISTING BUILDINGS AND FEATURES.
M�
11
Z
J
t
a
W
Z
`5
Z
F
J
a
N
aO
w
0
U
u
cn
O
=
0.
N
Y
rn
Z
'A
V /
0
O
0
m
ZUj
W
in
to
ON
Z
H
O
Q
J
O
m
O
W
cy
0
W
W
V
W
Z
H
r
.
Z
oac
Z
oa�+0��R
V
M
cc
V
Z
Vc
Z
a
p�2
oC
0[L
a
cv
•
N
_ _
7' CURB INLET
TOP: 28.27
\ F/L 27.60
INV, 22.45
111
W f
Z ai re y
J
O z a E5 P
-CURB INLET #7
TOP=33.50 RETAINING WALL DESIGN
INV.=22.00
BY STRUCTURAL ENGINE
24 HOPE TO
24" HEADER
'
SEE DETAIL
J
U
Ln O
DROP INLET #8
a
TOP=35.00
Q Ih E
* ALL BUILDING ROOF DRAINS
N
w
N
M M O
R
SHALL TIE INTO THIS DROP
Z
/�
a:
p p
INLET.
Lu
0) W y
c
DROP INLET
TOP=23.00
W
w
Z
INV =15.00
_ x ;9
a L. o
DkOP-INLET- - _ - _ -
TOI18.50---------
---------
INV=15.50 rx
W
■`�/
Z
o
/----------15-------
--_'--_-----
Y
W
W N
❑
{lbw,
'I
�
Of
� Z
Y
Z
o
w
crjJ
g g
Z
Z
U
DROP INLET
TOP=8.50
INV =6.50
RIM:
INV.:
TEMP. SEDWENT TRAP:
INSTALL TEMP. SEDIMENT TRAP
PRIOR TO SITE GRADING BY
DROP INLET BERMING WESTERN PORTION
TOP=12.
OF SITE TO ELEV. 13.0 BERM
INV.=8.00 SDMH
SIDES IN. GRADE.
E
RIM re.ie
-r .. TOP: 8.97
`off-
w
.50 75 - - - - ----- -- -- -- --
1st �8 E4R.eTL■'Ro�er �� �..r �.■►
:NUT S RE CL OS D� 6 1;\+- \% - -cry n u ':18" RCP: � '7>�wcex
- ��-' ^o
\ DROP INLET-----
---_ y�TOP=9.25 ro � \\ ����_` ��----\�7����
INV=5.50 \ \ - - ` \
/ /? COORDINATi
\\Y\\\\ \\ / --1
- _
I / / �/ /r ` ` ` DROP INLET_
WITH CITY
Illll f
_
/ \\\\ \\\\\ \\ TOP=10.0
\ \ \
-
TEMP. SILT FENCE A
\
r \INV.=6.25 \
-\ •
\
_ - __ ___PROPERTY N
1ANDRNUTT
\\
NETT ST. DROP INL.00 v
S.IIMPRO IMPROVEMENTS vvvwv� v�
N Vv TOP=9.00
\-WITH CITY OF
I
WILMINGTON. \\\ \_ \ INV.=6.00 IF NUTT ST. AND HARNETT
ST • ARE ACCESSED DURING
\'CONSTRUCTION A TEMP.
/
\ \I \\\ \ \ \ _ _ _ GRAVELLED CONSTRUCTION
SHALL BE
\\INSTALLED.
SCALE: 1 " = 40'
\
0 40 80 120
r
II Ipit\ \\ I <x \ \ \
III IIIII
O'i26�
IDES. JST
CKD. JPN
DR1M1. INKS
DATE 04/19/05
.oeau®eoses
194
a 'V U \,^,

.00
SITE
VICINITY MAP
NO SCALE
C
.252 Z'
r i I LLJ I 4 Nv.: zsaz 0wY I i
CURB INLET8
.23 Z o TOP: 30.16 LEGEND
sum, a .33 1 a� CO 2 w m I I F/L: 29.49
Q(_0 I SSMH I I I I NV.: 22.49 PROPERTY LINE
RIM: 34.88 r I I
INV.: 22.35� I I DISTURBED AREA/CONSTRUCTION LIMITS - - -
I ' TELE-COMMUNICATION I I INTERFERANCE _W W-
20, PROPOSED WATER LINE
p 10" SDMH
N DROP INLET DROP INLET i I I RIM: 29.91 PROPOSED FIRE WATER LINE -
r TOP: 33.64 TOP: 32.15 SSMH I I INV.: 2250
RG®a`" INV.: 31.29 INV.: 29.95 ( RIM: 29.91
INV: 991 m a PROPOSED SEWER LINE
' 12"RC r i I® I PROPOSED GAS LINE
W p 12 RC 18'RCPi <- n
R/W <r. 4 -- --- -- - --- -- - -- -1 m - I- --- - ----- -- - R1W --- ------ --- ----- - -- - -- ---- -- - - SEE SURVEY SHEETS FOR SURVEY NOTES AND LEGEND.
41
T e�
a
B'•55 0'55 - BIBS 0'S0 B"55 0'55 - 0"55 - C'ss 0'S5 Y'ss B"$5 8'00 0"55 Y55 B"55 8'Ys 8•'S5 6i5 S If 0'S$ 0"55 C'S0 - 04 81.55
-050 s i '�_ov_ _ NORTd FRONT STREET. -a. - 36" RCP 'E�`" - - - - - - - - -
ss - s cps i , (PUBLIC R/W) - - �< - - 24" RCP
NORTH SECOND STREET NOTES:
'' - _'�-� ---------------- ---- -- ---- ` �-" - -- - - - <= "" ®®0° 6 PUBLIC 1. THE CONTRACTOR IS REPONSIBLE FOR FIELD VERIFYING THE EXISTING SITE
(6 RAW) ELEVATIONS AND INVERTS PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE
o rm i N>Wo�dMm!>Wo Foclik Wswas mi! ifl RonitBan m36" RCP ili�Sl�7il��iB ®s®i®ti�O�lis16 ®-�a it i��S W I� ®% +■�r� n
Y ". -• r 36" RCP ♦ 36" RCP <, ENGINEER FOR DIRECTION AS REQUIRED DURING CONSTRUCTION.
15" RCP. R ..� /8•, ♦� TIE NEW GAS LINE RCP I<; .. � ---------------------------
■ Rcp ♦♦ LINE. DCISI7PIG I < /- R/W 2. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM SURVEY
INTO as c ,s cns _ raB _ _ c,B m,B p.. BY MICHAEL UNDERWOOD AND ASSOC., PA, AND PROVIDED BY THE OWNER.
-� ♦ < - CURB INLET
E.. X-� ■.. s, ♦ NCNG METER <' TOP 32.35 ASPHALT PARKING LOT 3. REFER TO PLUMBING PLANS FOR THE EXACT SIZE AND LOCATION OF THE WATER
RANTT. FIRE IeEN >� � a■ �-� � ® L1 i � " Er (
�' m.m so Sorrrm m grg \ 3 / SDMH FA: 36. 0 NOW OR FORMERLY SERVICE, FIRE SPRINKLER SERVICE, BACKFLOW PREVENTER, AND THE SANITARY
3 <, RIM: 29.82 INV.: 26.40 SEWER SERVICE. MAINTAIN A MIN. 10' HORIZONTAL SEPARATION AND 16" VERTICAL
W -THE BOARD OF TRUSTEE
CURB INLET ' <o <o O O ♦ \ i i / INV. IN S: 24.57 SEPARATION BETWEEN THE WATERLINES AND SERVICES AND SANITARY SEWER LINES
��� ♦�� INV. OUT: 22.26 THE CAPE FEAR TECHNICAL IN
/ .� k AND SERVICES. ALL WATERLINES AND SERVICES SHALL BE INSTALLED IN ACCORDANCE
F/L 34.65 SMH $mw'rI Xi 9 / BOOK 0975 PAGE 044 WITH THE CRY OF WILMINGTON STANDARDS AND SHALL HAVE A MINIMUM OF 360 COVER.
INV.: 29.55 INV.: 51.15 "I m1 y■ a SDMH RI MH 1 51 d x ALL SEWERLINES AND SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE
t X RIM: 34.42 O IN I 25.52 - CITY OF WILMINGTON STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD
a ' , NV. IN N: 27. 01� ` < I I SSMH VERIFYING THAT ADEQUATE FALL IS AVAILABLE FROM THE BUILDING TO THE EXISTING
x 3 INV. IN E 27.02 �� pAq W4.. RIM: 28.13 SANITARY SEWER PRIOR TO BEGINNING ANY DEMOLITION OR CONSTRUCTION.
X= INV.: 20.r�
x=X=- CURB IN I EXIST. FIRE` INV.: 22.52
0 0 0 0 0 0 i
!! ' 4. MAINTAIN A 12" MINIMUM SEPARATION BETWEEN THE PROPOSED AND/OR EXISTING
x i�eF�y io I N' /b +w +` X CURB INLET STORM DRAIN LINES AND THE PROPOSED AND/OR EXISTING WATER AND SEWER LINES.
HYDRANT � TRACT � ' = a� O .: 2 1 - \ 1 TOP: 28.19
`Sb �`;�o \ F/L: 27.52 5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING NCDOT
_--------_ - _ ` INV.: 23.52
^61 /b ' ------------------- ---a--- ❑i O ----- * FOR THE REQUIRED INSPECTIONS ON WORK WITHIN THE NCDOT RIGHT-OF-WAY.
,
DO
0
J
L)
LLj
o-
O
F=
� �oo
a
�
U
Y
N
z
O_
3o
a
p
!n
�
Y
S
rn
0
3
0:
z
z
O
LLI
Lr)
Ici
a
o
o
04
J
DO
�
N
W
cn
a
I
cn
cc
Lu
'"■
a
0
a
Z
=
W
W
■
IL
Fm
Z
oaop
FI I / ,f rr O a _ _ _ \ ` + 4 A C R 6. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL PLAN AND
8
0 ' /,` 10 • I = - �� \ DEVICES DURING CONSTRUCTION WORK IN ACCORDANCE WTD1 THE MUTCD. NCDOT
FIRE HYDRANT ( ' \ \ ® \I AND CRY OF WILMINGTON STANDARDS. J VJ
PROJECT B.M. I {� C� X G ' 'p a . \ \ \ ® �� S O LL Z
PAINTED FLANGE BOLT J ' ❑ �\ \ �+ 7. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION CONTROL '. ■
BETWEEN THE A & T 8" SSCO INV =16.00 ■ ■ n \ �\
IN CHATANOOGA�TENN , 01 m i' - u• \ \ °U ® `� REQUIREMENTS. WATER METERS) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE V
ELEVATION = 37.74 "DIP SS A 1.OX MIN. 6" METER VAULT IN �� a \ \\ \\\ �\ \t�GQ + MET AND THE STATE HAS GIVEN THEIR FINAL APPROVAL CALL 343-3910 FOR Q
M' sSM ACCORDANCE WITH iy I \\ `\N\ \. \ h \°u \\+ CONSSTRUCTIONURBED EA/ INFORMATION. �G�
RIM 26.37
6" X 16" TAPPING SLEEVE B N .:�1e.13 CITY OF WILMINGTON ;;• �\ LIMITS.
AND VALVE FOR NEW 6" I0
❑ q g \ B. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY) AA
DOMESTIC WATER SERVICE. M STANDARDS - _ - - \ \\ ` �T \ ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPB 1.L N
❑ `"■" LOCATION OF FIRE C� \�\ \ \\ \ �' + BACKFIAW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX. 0
�' S "'■ DEPARTMENT ii ---- \\ \�� �� �` `\ . 9. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH THE CITY'S r�
8" X 16" TAPPING SLEEVE r 1O LLJ■W CONNECTION. r b --'-- \ �' / CROSS CONNECTION CONTROL REGULATIONS. CALL 343-3910 FOR INFORMATION.
FOR NEW 8" FIRE WATER I - - - --- -----
I r�■ - \\ ♦O /� O e
-- r�. �/
SERVICE. CITY OF WILId. ❑ ❑ r O • / \ ` .♦ ° %� \+ 9. ANY LIST OF PREVENTION D DEVICES REQUIRED BY THE CRY WILL NEED TO BE
WILL MAINTAIN F I IjL E UP I USC APPROVED REDUCED PRESSURE Q \ �� / ` �•hC ST� a 1,
WILL ON THE LISP of APPROVED DEVICES BY USCFCCCHR OR ASSE.
TO THE POST INDICATOR m (n BACKFLOW PREVENTOR, (WATTS 909 RPZ), ; i \ _
VALVE. ' INSIDE BUILDING FOR DOMESTIC WATER ® � �A // \ �\ 10. WHEN PVC WATER MAINS AND/OR POLYETHYLENE SERVICES ARE PROPOSED, THE
' I i, Q MINLET ` \® v ��T `�\+\
PIPES ARE TO BE MARKED WITH NO. 10 INSULATED COPPER WIRE INSTALLED THE
EXIST. SS INV.=14.45t I dr ENURE LENGTH AND STRAPPED TO THE PIPES WITH DUCE TAPE THE INSULATED
r w g WIRE IS TO BE STRIPPED TO BARE WIRE AND SECURED TO ALL VALVES AND FITTINGS.
?BED AREA/ FIELD VERIFY.RUCTION NEW INV. IN=15.00f / r � a Fpt 8" USC APPROVED � THIS WIRE IS TO � ACCESSIBLE AT ALL FIRE HYDRANTS AND WATER METER BOXES
BACKFLOW PREVENTOR, ® ® !i `` \,\®® :�+ TO ND IN FUTURE LOCATION OF FACILITIES.
IL
NEW SSMH ' K (WATTS 909 RPDA� i' RANC
FOR FIRE LINE - .. - .. - .. _ .. - .. _ .. 78� ♦ INTERFE E T
UPRIGHT CORRUGATED TOP=GRADE ® i / Rcq ♦ 4" + SDMH F
\ RIM: 21.56
METAL PIPE ABOVE EW INV=13.40 i S POST INDICATOR VALVE ♦ \ + IN
SURFACE WITH LOCKED EXIST, 8" INV.=12.55t ' I < . WITH LOCKABLE HANDLE / \ 'S, ♦®\ n� `\\+ INV.: 16.66 W N F
WOODEN COVER ELD VERIFY. I ( N` .: AND ELECTRIC TAMPER i s� \ x-x x Z W ¢ y
_ SWITCH TO FIRE SYSTEM. \ \�
cuRe INLET SEWER SERVICE OVER EXIST. i ga `\' \-�,� a c w
%NisTOP: 19.74 \ \g.. W`� 0 z Q U 1-
� y C ° a ---� Ji■■'STORMDRAIN, UNDER PROPOSED I �� °A
"` F/L: 18.85 ❑
WATER LINES, FIELD VERIFY. i \ �\
INV.: 17.05 1 , �g k
I ' $EE F/L. 8 1NOTES3 AND4. I \ \` \+ /ca =... ® r
EXIST. FIRE 8 INV.:17.0 9�■A ` ♦ .._® r=rrrdrA=a=rR.__
HYDRANT = 6" SSCO INV.=14.00 \ \ k i� i aa=
■ ` ♦.,b cto. / ' RCP /
♦ .� , / 15" RCP M d'
.� I 15" CP 6 r r \ ♦ ss r J
It \ \ /s J v
\\X I.P. r I W I " S$ O 1.OX M14. _ ®♦♦ \ 33' % Z
SEWER SERVICE OVER EXIST. i 7 � m 8••
-Bs9 -B• S -B'm -x' -e 9 - S
As'.
STORMDRAIN. FIEU) VERIFY. \ \ �CA s T
SEE NOTES #3 AND #4. $--- ii a \ �� yw, HYDRANT I-Y'sg�r B"ss -Bss a s• v� V' .... rn
.. .... ARM \ _ v
d.1.
- - - - - -
.. .... "�1q ' ❑ r
■
i
__ ❑ r ■
® 1
r
r
�-- _ - - _ - ii R
a Cog ` � Q� " C
-- -_ I S MH A CE \ 3 P --i W
OLD FRONT STREET R / W (CLOSE CURB INLET :: sOMH -�------------------------------------------ _
- -- LEVEL 20 i r� - a cog S,.,RCP / ■ W ZO o
TOP: 17.30 m { .. u■uou■■■■■■suu uo ■iuuuou■■ ■■■uu■4uu� ❑ I RIM: 21.57 'r r y. r r r r
INV.: 16.36 d lai O
F/ L 16.53 LEVE 10 LEVEL 1 06
, w V
_ ___ ■ I cu cns cws ws us v
INV.: F D .�._ \ _._. _ ■ I a ' _ -_ -_ __ __-__ __ ® ABANDONED COMMUNICATION R/W PER W Z
Z �
SSMH S DROP INLE? _ �Y--- i ❑ r� I CURB INLET SDMH I �/ w N
TOP: 14.1 -I� ■ I I a - TOP: 21.66 RIM: 21.75 i
INV.: 11.01 - INV.: 3.96 -
F/L: 20.96 INV. IN N: 16.31 U 'R Z
eOq N� ■ i a INV.: 16.46 INV. OUT: 14.75 � INTERFERANCE v
DROP • i I I m TOPB 22 10 RO LET Z
cOgSl - r- TOP: 12.90 .�� C =� i ❑ t� ' 6 I d F/L 21.40 Y - O
INV.: i r a CURB INLET INV.: 15.25 r Z
TOP. 13.73 J N 3
�`� - TYti r .. o ■ I ' F/L: 12.84 N O J_
INV.: 8.09
1 ` I I CURB INLET -L
(Ow "°tee % I I 6' $SCO �i�� J ■J a F/L 9.924 U) BUILDING
� LL
INV,=4.0 SC --- : ' I SDMH CURB INLET INV.: 6.02 I CURB INLET D U LD N N O P ER O
®. , , r Y w ' TOP: 11.25
RIM: 12.82 RIM: 10.26 TOP: 10.40 1 O F _ 10.33
Z
INTER I INV --� iNV.: 5.99 F/L' 9.65 SDMH /
L' INV.: 6.93
SDMH (SEE L♦ �l I ' INV.: 7.85 RIM: 1023 I^, CURB INLET
, a '� SCALE-MH t INV.: 5.44 (n TOP: 10.17
TE No. 2) SDMH
` RiM: 12.76 I a
\� \�� \\� �`\ ``\rt , •��®\ ®\ J I
DROP INLET
SSMH -~y
Z "F/9¢M
NV.: R/S INV.: 0.92 RIM: 1Q27 RIM 10.11 ..56
6" SS O 1.0% RIM: 10.16 INV.: 5.59 INV.5.52 7E
VNV.: 8.24 T
R1MA9.91 INV.: 6.77
INV.: 0.08 mSSMH 01' 33 3
\gyp• �,\�� SEE NOTE �/ ` m II �m I - ,,.;.� ABAND NE p 17' R.R.
-
S TA
�� \qSF i I `�� a �- - �'r -��-a --- 1� �TB ■REI' E'1leTrRGor"Ljr .. o
............................ r ®rr rrm rrr alm rrp rrmrm.m Vi FIR
'-
�� N p 4 �� a'" .�`"j0 ABOVE 8" RCP 8" RCP � ZUY R/W'ep - m■a 449 -' ■,
UTT STREET(CLOSE ) AB '�1n EXIST.
�,, 30'IL S
\ , ► s,-�, ` -,r- �'---v �s ss - 3 •-- ---az :-ss --.evc rr h ., -.
\\� 4.39' n �w - s�w- "�- i -- -- Bs wW s w # ts"w _ 6_W 16"w 16"w g�w -�,.� NUTFTWSTREET(L`-SEDj �N� f NUTT STREET
�x I _� -r- - - - - - - - - - BELav� - - ,�_ - 04268
�� EXIST. FIRE Orr ', - 8" RCP N 8" RCP
° \ \ f O e N--------.------------- -- - - --. ... .--.®-- -�-�._ a.
SSMH x HYDRANT �r _ - _ f .X -,� x x---.xu�.
DEs JST
SEE NOTE ' - - - ?� - - - - - - -c(�-'tom- - - - -� - - - - �'ct aco. JPN
No. 2 ' x-x - ,
^) /� DROP INLET FRONLET CURB INLET TOP: 9 36T • SSMH �� BELOW oRWN. INKS
' Q 1 .01 No ZOTE INV.: F/D I NI V.: 1019W NEW SSMH (DROP MANHOU7 ...93 a DATE 04/19/05
un ( MANHOLE FRAME AND COVER __
O SHALL BE WATER TIGHT.-- -' SDMH e ee
TOP=GRADE ( T II-�� Q Ij�� INV.: 4.22 U EL:5.85
ET ®'��� egB4
U �' - .JO \ / \ l BUILDING RIM: 9..2 N,! m
�I 6" INV.=3.30
H ( / BOTTOM -EXIST. INV. OF \\\ �G. I W 24" SEWER ,/INTERFERANCE d
W I �� G���• SDMH @
� I COORDINATE WITH CITY OF - RIM: 9.99
F WILMINGTON UTILITIES DEPT.
\ �67
\ INV.: 4.77 g � 19851q,
/
Qj
`.0 RIM: 9.23
� Ld
INV.: 3.49 m I� N o''o®BB001 ®14g`9g6®
= I ��� - \\�< - j < SEE 2 NOTE om 5 SCALE • 1' 401
E
� � 0 40 80 120 C 4
r
I I

DO
m
NOCASTI: USE STANDARD 2' DUI.
MANHOLE FRAME AND COVER.
H-20 LOAD RATED
FBI
PFAFF
1 •;. 1
;I4
NOTE
1. CONTRACTOR MAY USE BRIG( WITH MAX.
CORBEL 1" PER COURSE
2. CONTRACTOR MAY USE EOCENTRIC M.H. UNIT
INggG��& CG`7
PLAN PRECAST 4" RISER RING
NIBS. PRECAST N.H. UNITS WITH
FvCASf IN Pl/I2: STEPS O 12' OC
M.H. l or4 O
3/4'
t: z
W11
I■: •'�
Oa
e °a � ' •�' CUD
I
8'
MIN.
W RINGS
SECTION
STORM DRAIN MANHOLE DETAIL
NTS
O�
x3M
w
z
2"
. D jlrr
•
1 ?1
MOM
- I Ib
on
- i 1 •1 4 1
All • 1
4"
i-#4 O 12" EACH WAY \-CONC. FIG.
TYPICAL CATCH BASIN
24' CURB AND GUTTER NTS
19 UA
flfl
CAsRNG NOTE
DROP N.ET FRAME &
Fl-
(RATE SHALL BE NEW
DUTY H-20 WAD RATED.
COORDRUTE TOP WITH
CONC. CO BOX SIZE & GRADES.
(MN. 2' X 2).
PLAN
2'
CONCRETE COLLAR ASPHALT PAVEMENT
NON TRAFFIC AREA
ELEV. VARIES
I-1
FIN •
1
SECTION
DROP INLET DETAIL
0
2" NCDOT 1-2
ASPHALT PAVEMENT
-6" NCDOT ABC STONE
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON
FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
LIGHT DUTY ASPHALT PAVEMENT SECTION
NTS
J0J/Q
COARSE AGGREGATE
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
20' 13'
V-6" 1 6' 1
CLASS A CONC.
a '3JR
3'R o
a'.
24" FLOW LINE CURB SECTION
NTS
NONE CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING RAN. OWDFs 14XCATM
FALL AWAY FROM OURB SNNLL BE SPILL
OFF TYPE CURB. GRADES NDICATWG CURB
ACTING FLOW SMALL BE FLOW LINE TYPE
1/4":1' 6" CROWN ASPHALT 1/4":1' a
2" SAND CLA 2" SAND CLAY
I 8" ABC STONE 1
24" CURB AND
NOTE: STREET DRAINAGE SHALL CONFORM
GUTTER TO CITY OF WILMINGTON STANDARDS.
NOTE: SEE PAVEMENT SECTION FOR AREA TO BE RESURFACED
HARNETT STREET SECTION
NTS
OEM
SETTLED
TOP -Y
1 Fr. THICK LAYER OF
NCDOT / 57 STONE -
MCDOT 00" CONTROL_
STONE CLASS 8
CROSS SECTION
3:; 53,E
FABRIC
TRUE DAM
Installation and Maintenance Guidelines
installation: Place True Dam* on ground with aggregate pouch on
street aide near the inlet on which it will be installed. Open
Velcro access pouch located on the street aide edge of the unit.
If using optional absorbents, place absorbent sock in pouch and
push to back of pouch. FIII pouch with aggregate to a level that
will keep the unit in place during a rain event and create a seal
between the True Dam® and the surface of the street. Reseal
Velcro access. Center the unit against a curb or median inlet
opening so that the curb side of the unit creates a seal with the
curb and inlet structure. There should be an equal length of the
True Dam* overhanging on each side of the opening.
Maintenance: Remove all accumulated sediment and debris from
surface and vicinity of unit after each storm event. If using
Optional oil absorbents; remove and replace absorbent pillow when
near saturation.
TRUE DAM
STANDARD FABRIC IS AN OVERFLOW GAP
ORANGE WOVEN MANHOLE
MONOFILAMENT
L
OVERFILL 6" FOR SETTLEMENT. AFTER GRADING
IS COMPLETE AND GRASS IS ESTABLISHED,
REMOVE OVERBURDEN OF MATERIAL & GRADE
PER PLANS.
1/2-R
CLASS A
SITE WORK NOTES:
EROSION CONTROL NOTES AND MAINTENANCE PLAN: 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING FIELD CONSTRUCTION CONDITIONS.
6• 1 1/2"R CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY 2• CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL
AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN RIGHT WAYS WITH PROPER AUTHORITIES AND SNAIL MEET ANY
NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
0 3'k' STREETS.
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
p °' PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
CONTRACTOR SHALL INSPECT HE CONSTRUCTION ENTRANCES ON A DAILY LIMITS OF CONSTRUCTION.
BASIS. HIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO.
24" SPILL OFF CURB SECTION 4 STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED 4. STRIPPING: BEFORE EXCAVATING OR FILUNG, REMOVE ALL TOPSOIL,
NTS ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY. WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN 3. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
ON GRADING PLAN. GRADES INDICATING SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
BE SPILL - S AFTER EACH RAIN AND MAKE
FALL AWAY FAWA CURB SMALL BE EROSION CONTROL AROUND THE INLET FT ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
OFF TYPE GLAREGRADES INDICATING CURB REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP
ACCEPTING FLOW SHALL BE FLAW LINE TYPE LIME FOR SUBSEQUENT RAINS WHEN
TO PROVIDE ADEQUATE STORAGE VOL
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED,
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE
APPLICABLE LOCAL AND STATE CODES.
OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER
GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
DROP INLETS.
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
12"
12""�
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
ASSOCIATED WITH BORROW OPERATIONS.
FENCE WILL BE
0.5 DEEP AT THE FENCE. THE SEDIMENT BECOMES FAT8.
FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES
TO RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY
Yr
WILL BE SPACED 6 FELT APART UNLESS A WIRE BACKING IS USED WITH
STEEL WHEELED ROLLER TO COMPACT THE TOP AT LEAST
-r
8 FOOT STAKE SPACING.
WHICH
OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH
5. INSPECT TEMPORARY SEDIMENT TRAPS / CHECK DAMS AFTER EACH
PUMPS OR RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED
3000 PSI CONCRETE
PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE THE
WITH A CLEAN, SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL
TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
CLASSIFICATION OF SP, SM. OR SC. FILL MATERIAL 5" OUTSIDE OF
ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE
BUILDING AREAS SHALL THEN BE PLACED IN LAYERS NOT TO EXCEED 8"
24" VALLEY CURB & GUTTER
THE SEDIMENT THAT IS REMOVED
IPART EOFF NGRAVELATED SFAC NG.ACHECK
THE
AND COMPACTED TO T698) WITH%T
AND REPLACE HE CONTAMINATED THE
DRY DENSITY (ASTM DEF UPPER12INCHES HES OFSUBGRADEUBGGRRADMEM
THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY
BEING COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM DRY
CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF
DENSITY. FILL MATERIALS WITHIN BUILDING AREAS TO A LINE OUTSIDE THE
1.5 Fr. BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL
BUILDING AREAS SHALL BE PLACED IN LAYERS NOT TO EXCEED 8" AND
Es R1eRlc
ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN
COMPACTED TO AT LEAST 98% OF HE STANDARD PROCTOR MAXIMUM
GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUCT BE
DRY DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE
a
STEEL Posy
WIVE Mom FOR STANDARD FABRIC
REPLACED IMMEDIATELY. AFTER ALL SEDIMENT -PRODUCING AREAS HAVE
BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL
BEING COMPACTED IN 6 INCH LAYERS TO 100% OF HE STANDARD
PROCTOR MAXIMUM DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL
UNSTABLE SEDIMENT. SMOOTH HE AREA TO BLEND WITH THE ADJOINING
IS TO BE PLACED THE UPPER 12 INCHES OF IN -PLACE SUBGRADE
I .14. Ro FNCH ='�
� FABRIC
AREAS AND STABILIZE PROPERLY.
SHOULD BE COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR
6. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL
MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY TO COMPACT TO
m
-DIRECTION OF WATER FLOW
TO 3 HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES
THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED IN ACCORDANCE
WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS TOO WET TO
SHALL BE SEEDED AND STABILIZED WITHIN 15 DAYS.
SECURE PROPER COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR
ANCHOR FABRIC SIORI'
7. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF
OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE
o
FIN' a• DEEP & 4' WE
DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT
NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE
THE SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL
VEGETATIVE PLAN TO MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER.
NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
8. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF
9• LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED
TO CONSTRUCT HIS WORK.
NOTES'
HOSE SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
1. SYN. FENCE FABRIC SMALL BE MIN. OF 30' IN WIDIN WITH
9. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
FOR STANDARD FAB=
LE
THE PROJECT IS COMPLETED.
OF EXISTING UTILITIES DURING CONSTRUCTION.
pommy
AND D 1e�
2. FABRIC Stun BE CONTRIUO 1S LUCK F JOINTS
10. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY
ARE NECESSARY, LAP FABRIC POST To POST.
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT
BY MICHAEL UNDERWOOD AND ASSOC., PA., AND PROVIDED BY OWNER.
s sITE1 Posr stud BE MN 4 IN WEIGHT AM BE OF THE
SELF-fASIELER sANGLE TtM
CLOSE-
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
TEMPORARY SILT FENCE
11. CONTRACTOR SHALL MONITOR SITE EROSION IN ACCORDANCE WITH
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
NIS
NPDES PHASE II REGULATIONS.
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES.
NCDOCLASS 1
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
EROSION
EON CONTROL
CONFORM TO NCDOT STANDARDS.
STONE
TEMPORARY/PERMANENT
15. WATER AND SEINER SERVICES SHALL BE INSTALLED TO MEET LOCAL
GRASS SPECIFICATION
AND STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
U)
STONE SHALL NOT
SECTION A - A OR APPROVED EQUAL
NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION
ENERGY DISSIPATOR
NTS
BEAVER DAM
Installation and Maintenance Guidelines
installation: The empty Beaver Dam* should be placed over the
grate as the grate stands on end. If using optional oil
absorbents, place absorbent pillow on pouch, on the bottom
(below -grade side) of the unit. Attach absorbent pillow to tether
loop. Tuck the enclosure flap inside to completely enclose the
grate. Holding the lifting devices (do not rely on lifting devices
to support the entire weight of the grate), place the grate into
its frame (street aide first), then lower back edge with dam into
place. The Beaver DamO should be partially blocking the curb
hood when installed properly.
Maintenance: Remove all accumulated sediment and debris from
surface and vicinity of unit after each storm event. Remove
sediment that has accumulated within the containment area of
the Beaver Dam* as needed. If using optional oil absorbents;
remove and replace absorbent pillow when near saturation.
BEAVER DAM
STANDARD FABRIC IS AN OVERFLOW GAP
ORANGE WOVEN /
MONOFILAMENT
LOW PROFILE WITH -
GUTTER FOR SAFETY
LOW PROFILE WITH
" "" ' AND CURB APPEAL
GUTTER FOR SAFETY
AND CURB APPEAL
CURB DROP INLET OR
MEDIAN INLET WITHOUT
GRATE
EROSION CONTROL INLET PROTECTION
NTS
* USE WITH EXISTING CURB INLETS
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LEIS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 Les PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAN STRAW & HAY AT 75 TO 100 LEIS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
B. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE IF GRASS STAND SHOULD BE
AOVERS6E0% DAMAGED, REESTABUSH FOLLOWING ORIGINAL LIME, FERTILIZER
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA GRASS
20% TURF FESCUE
10% CREEPING RED FESCUE
24% ANNUAL RYE GRASS
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PUNTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCH. CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
1/4" WIRE MESH
1. SEDIMENT CONTROL, STONE
F , SHALL BE /5 OR t57.
,.•. ...'.: :' • SECTION A -A 2. H�ARRDIVARE CLOTH iHALL 9 GAGE
• CURB AND MIN. AND SHALL HAVE 1/4"
GUTTER INLET MULTI -DIRECTIONAL FLOW MESH OPENINGS.
DESIGN CONFORMS
TO ALL SHAPES OF INLET PROTECTION
CONCRETE CURBS NTS
' USE WITH NEW CURB INLETS AND DROP INLETS AS
INDICATED ON PLANS.
GRATE
REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17. SEE SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT
OR "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS.
PAINT SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE
III, FACTORY MIXED, QUICK DRYING, NON -BLEEDING. WITHIN CITY R/W
AND AT DRIVE CONNECTIONS, PAVEMENT MARKINGS SHALL BE
THERMOPLASTIC PER CITY OF WILMINGTON TECHNICAL STANDARDS.
EMPTYING STRAPS,
TYPICAL 2 SIDES.
REMOVAL FLAP POCKETS,
TYPICAL 4 SIDES.
NOTES:
J
1n
0 z
F
f
w
U In Y
LU
0 O
U) X
of
of
0
z
in
0
O N
0
0
DO
1. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING
THE OPENING SIZE OF THE EXISTING OR PROPOSED CATCH
BASIN OR DROP INLET. THE SILTSACK WILL BE
MANUFACTURED TO FIT THE OPENING OF THE EXISTING OR
PROPOSED CATCH BASIN OR DROP INLET.
2. TO INSTALL THE SILTSACK IN HE CATCH BASIN, REMOVE
THE GRATE AND PLACE THE SACK IN THE OPENING. HOLD
OUT APPROXIMATELY SIX INCHES OF HE SACK OUTSIDE THE
FRAME. HIS IS HE AREA OF THE LIFTING STRAPS. REPLACE
THE GRATE TO HOLD HE SACK IN PLACE.
3. THE SILTSACK IS FULL AND SHOULD BE EMPTIED WHEN
THE RESTRAINT CORD IS NO LONGER VISIBLE.
4. TO REMOVE THE SILTSACK, TAKE TWO PIECES OF 1'
DIAMETER REBAR AND PLACE THROUGH THE LIFTING LOOPS
ON EACH SIDE OF HE SACK TO FACILITATE THE LIFTING OF
THE SILTSACK.
5. TO EMPTY THE SILTSACK, PLACE IT WHERE THE CONTENTS
WILL BE COLLECTED. PLACE THE REBAR THROUGH THE LIFT
STRAPS (CONNECTED TO HE BOTTOM OF HE SACK) AND
LIFT. THIS WILL TURN THE SILTSACK INSIDE OUT AND EMPTY
THE CONTENTS. CLEAN OUT AND RINSE. RETURN THE
SILTSACK TO ITS ORIGINAL SHAPE AND PLACE BACK IN THE
BASIN.
wNOWNIl-II-
�'' .4• �=11=
'v��u! •' -• 1 A
NTS
V�y/r
li
LW
Q
Q
1-"
J
=
W
LU
CC
IN
BOZO
U.
Z
W
V
a
�
J
Z
0.
W
cc
LJl
3
O
w
Z
w
M
Q
a
r
w lii
J
U IW-
J '
7 t00 0)
dw L to rn
VJ v/ h M a 11 O
Z
am
(
Ovi C
L
r
W
za-
p x
X:
O
LL 0
as
V
W
Y
Z
W
O
W00
N
it
Z
�
Y
Y 0
Nw
J
'
2
N J
03
jr
In
0
04268
DES. JST
CKD. JPN
ORWN. NKS
DATE 04/19/05
®m 4®44®•�(�Aef dRe"
�L- r,
ilk
�®
b ® FS'S
1985pH'RIB�
Ge
°®PeFIIl(110 ae
C5

CONCRETE TOP
H2O LOAD RATED
CONCRETE CURB
CURB INLET FRAME AND 2' DIA HEAVY DUN
GRATE H-20 LOAD MANHOLE FRAME AND
RATED. COVER.
RECT. ORIFICE
3'W X 0.25'H 6" C900 PVC BYPASS
INV =22.90 INV.=22.75
TOP=27.00
4 X 6 PRECAST
INSTALL STEPS I� 6• BOX. H-20
—WEIR 24.2 LOAD RATED.
N
24" HOPE TO CULTEC 18" RCP
330 HD (H-20 LOAD INV.OUT=22.00
RATED) INV.=22.00 CE
SEDIMENT TRAP
= #4 REBAR 0 12O.C. E.W.
BASIN BOTTOM=21.00---' ppapopop000�° °"O"O"O"O"°"°"O"O"
8" #57 STONE
SPECIAL INFILTRATION SYSTEM
CURB INLET DETAIL
WS
---------�
--�r----Ia 1
II
II
I I
II
II
U
II
II
❑
i
II
I 1
I I
11
I
I
II
II
II
it
II
II
II
II
II
II
❑ Di
II
II
II
II
II
II
II
II
II
❑ �I
Ij
1,
1 — 2" WASHED,
CRUSHED STONE
CULTEC 410 FILTER FABRIC
CULTEC RECHARGER 33OHD
HEAVY DUTY H-20 CHAMBER
STANDARD NCDOT PRECAST
2'X3' BOX. H-20 LOAD
RATED. INSTALL STEPS IN
DI AND JB.
24" HOPE PIPE H-20 LOAD -
RATED TO CULTEC 330 HD
(H-20 LOAD RATED).
INV.=22.00
24" PIPE OUT OF BOX SHALL
CONNECT TO 24" HEADER PIPE
CASTING NOTE: 2' X 3' NCDOT
APPROVED HEAVY DUN CURB INLET
OR DROP INLET FRAME AND GRATE.
DUE TO COVER, SOME DROP INLET
FRAMES AND GRATES SHALL BE 4"
LOW PROFILE TYPE. INSTALL DI FRAME
AND GRATE AT FACE OF CURB.
r--
_/
--, TOP ELEV. -
H K ELEV. FOR
CLEANOUT
i
C=PVC BYPASS PIPE
�6"
INV.22.90
N
THAT CONNECTS TO CULTEC '�`°"` �'"'`" ` "
iN(Tsr^:^.�:i t'Y°i"� 8 CHAMBERS. BOTTOM=21.00
_ 14;
0
44
o°o°o °o°o°opopopopo°opopopopo°o
SEDIMENT TRAP 8" #57 STONE OVER
SECTION MARIfI 600X FABRIC
NOTE: PIPE ORIENTATION VARIES, SEE PLAN VIEW.
TYPICAL INFILTRATION
FINISHED GRADE
SEE PAVEMENT SECTION
1' MIN. SEE - — 58" C-C —=i ' ' r� 52" —
PLAN VIEW
6" STONE SEPARATION
BETWEEN ROWS 12" STONE BASE
TYPICAL CROSS SECTION RECHARGER 330HD
PAVED H-20 CULTEC CHAMBER SYSTEM
(10.35 CF./ LF.)
NTS
M�����Q
'll
STATE STORAGE
ELEV. 22.90
ELEV. 22.00
BOTTOM ELEV. 21.00
NOTES:
1. INSTALL PER MANUFACTURERS
RECOMMENDATIONS.
2. ALL HEADER PIPES TO CULTEC
CHAMBERS SHALL BE CONNECTED
BY 24" DIA. H-20 LOAD RATED
PIPE PER MANUFACTURERS
RECOMMENDATIONS.
II`IPILIT(MIIUTV JiJICM
CULTEC 330 HD
TOTAL CHAMBER VOLUME OF ENTIRE
SYSTEM SHALL BE 10,245 FT3
WITHOUT STONE
CULTEC 33OHD = 220 UNITS
INFILTRATION SURFACE AREA=8,360 SF
5ID
sc?
SID Nic
24" HOPE HEADER
PIPE, TYPICAL
SPECIAL INFILTRATION
CURB INLET. SEE
DETAIL THIS SHEET.
INFILTRATION PLAN VIEW
SCALE: 1"=20'
CULTEC 330 SPECIFICATIONS
Length
Lay—up Length
Width
Height
Invert
Chamber Storage
Min. Storage with Stone
5
7.5'
6.25'
30 5"
46?50 3ft
64.633 ft
DROP INLET FRAME AND GRATE.
WITH CONCRETE COLLAR.
TOP=11.00
ATTACH SCREEN WID
GALV. LAG B WEDGE
ANCHM
18' RCP
12- #57 STON
ELEVATION
PHASE II SOUTHWEST BASIN OUTLET STUCTURE
N.TS
2' X 2' DROP INLET
FRAME AND GRATE. WITH
CONCRETE COLLAR.
TOP=18.00
i— 2' X 3' PRECAST BOX
18' RCP
.:.:.:.:.:.:.:.:.:.:.:.:
BOTTOM=13.00
ALUMINUM H-20 LOAD RATED
BI-FOLDING ACCESS WITH
LOCKABLE HATCH. BY HOLIDAY]
OR EQUAL
6- WATER FROM CITY
12- #4 WASHED STONE —
ON TOP OF MARIFI 60OX
FILTER FABRIC OR EQUAL.
w
L:
E
125'f
LEVEL 20
190'f
170't -
0
0
J
H
cn
Z Z
O I= —
a_ �
� w
U
W OZ A
0
Fn `1
U
x Fe
cr
O
z
LO
a o
O N
m
g
a
i
...i7....w
I
:
_
e
I
I
°
— :
I
a
__ o •m
I
:
a
� pg
I
_
I
,
t
a
APPROXIMATE BUILDING DIMENSIONS
N.T.S.
PRECAST CONCRETE METER VAULT
(VERIFY FINAL VAULT DIMENSIONS WITH
CITY OF WILMINGTON) WITH ALUMINUM
BI-FOLDING ACCESS BY HOLIDAY OR
6" GATE
VALVE
EQUAL ACCESS SHALL BE LOCKABLE.
CONTRACTOR SHALL VERIFY PRECAST
r6` BYPASS
VAULT SIZE WITH EQUIPMENT SPECIFIED.
(MUST BE H-20 LOAD RATED).
�II I_�►' ICI I II
II�II��=11�II��ill�il
�V� i��'ii� ■II'ii�':ii�i�� i::ii��,
.
��ii�i
I
L— 6- WATER METER WITH STRAINER.
METER SHALL BE TOUCH READ
SYSTEM IN ACCORDANCE WITH
CITY OF WILMINGTON. SENSUS,
NEPTUNE, ROCKWELL OR EQUAL
PLAN
ALUMINUM BI-FOLDING ACCESS
WITH LOCKABLE HATCH BY
HOLIDAY OR EQUAL
r PIPE
N .SU,PPORT
nP
4" SPOOL
SECTION
WATER METER VAULT DETAIL
NIS
NOTE: ALL PIPES, METER AND
VALVES SHALL BE SUPPORTED
WITH PIPE SUPPORTS.
— 1' SQUARE DRAINAGE
HOLES IN BOTTOM OF
VAULT.
6" WATER TO BUILDING
NOTES:
1. VAULT DIMENSIONS LISTED ON PLAN
ARE APPROXIMATE. VERIFY WITH REQUIRED
METER, VALVES AND PIPING SHOWN AND
INCLUDE ACTUAL VAULT IN BID. NOTIFY
ENGINEER.
2. ALL PIPING WITHIN VAULT SHALL BE
DUCTILE IRON.
r
Q
Q
W.J
=LLI
V
D
F
OQC
0Oz0
It
4
L'
z
wv
z
O
a
N
zaa,�
W
3
O
W¢;w
az
(N
W
O
<
Q
F
Es
J
i`
Z
rn co
—
c6a
`t
M M
O
c
cc
o o
C
W
Im..y
c
W
Z
ZQ
xL8w
V
a Ei
oU
z
o
W
W N
cr ti
z
r,z
�o
J
g2
N
J
(1rn3
O
04268
DE& JST
CKD. JPN
DRWN. NKS
BOTTOM OF VAULT SHALL BE LINED
WITH NONWOVEN FILTER FABRIC. MARIFI DATE 04/19/05
14ON OR EQUAL. ADHERE FABRIC TO
GLUE.SIDES OF VAULT WITH SQUARE DRAINAGE HOLES WITH #41 nri,T��a IBA sA ,
WASHED STONE ,a° ,• W °'. >_ d, ®o
C6

4" BASE
(SEE SD 1
R MAIN
VARIES
TEST PLUG W/WING NUT
/-2" ASPHALT CONC.
DIRECTED
OR CIP
PVC OR CIP COMBINATION
FITTING W/6" BRANCH
III `CAST IRON PLUG
W/RUBBER GASKET
STANDARD SANITARY SEWER MAIN LINE C.O. & CASTING BASE
SD 3-06
COVER PLAN VIEW
TOP
SECTION 'B-B'
16 1/16' DIA. AT TOp_�
10 1/2" DIA+
6' DL1.�0.125"
15 7/8" DIA, AT BOTTOM
PART OF SECTIC
MINIMUM AVERAGE WEIGHT: RING 120
COVER 4(
MONUMENT
CASTING DETAIL
SD 14-05
RING PLAN VIEW
COVER PLAN VIEW
BOTTOM
N
m
2-2 1/2" HOSE NOZZLES-
6-60 degree threads per inch (NS
4 1 /2" PUMPER CONNECTION FACE-,,,"
TO CENTER LINE OF STREET
4 1 /2 " Steamer Nozzle -National Standard (NSF)
4-60 degree threads per inch
WORD "WATER" ON COVER-•1
C.I. VALVE BOX
GATE VALVE MIN. SIZE 6"_
TURN RIGHT TO OPEN
STD. MANHOLE COVER,
SEE SD 14-01
z MANHOLE STEPS
N AS SPECIFIED
RAM-NEK JOINT MAT'L
OR APPROVED EQUAL PRECAST MANHOLE SECTION,
(TYPICAL) A.S.T.M. C 478
J Inn
n
5" MIN. Wtn
AS SPECIFIED
0'-6"
MIN.
ni 0'-6" MONOLITHIC CONCRETE BASE.
r MIN ' ` r ". ° ° 3000 PSI CONCRETE
a.
> ^ 6" MIN. CAST IRON I
12" MIN, ucrem
NOTE:
EXTENDED BASE MAY NOT BE REQUIRED WHERE MANHOLES
ARE GREATER THAN 4 FEET INSIDE DIAMETER
PRECAST MANHOLE
SD 14-11
INFLUENT
MARKED:
SANITARY SEWER
STORM DRAIN
AS REQUIRED
PLAN
2'-1 1g-
I
-11 3
1 -11 1
P "
LO
7, .5 is
2*- 0 1 / e o
IIFI�-- 2'-0 1/
2'-9 1/ "
SECTION "A -A"
STANDARD MANHOLE
HYDRANT MUST HAVE
BREAK SECTION OR
REMOVABLE BARREL
BURY LINE FLUSH
WITH FINISH GRADE
\-CONCRETE PAD
NOTE: 15" X 15" X 6"
1-SEE SO 4-02 FOR JOINT RESTRAINT REQUIRED
2-DUCTILE IRON PIPE REQUIRED ON ALL HYDRANT
BRANCH LINES
3-HYDRANTS SHALL BE:
KENNEDY GUARDIAN; MUELLER CENTURION; AMERICAN
DARLING MARL 73; OR APPROVED EQUAL
GUIDELINES FOR STANDARD HYDRANT
SD 4-01
SD 14-01
O
C0�
RATED
STAINLESS STEEL
DROP PIPE SUPPORT
55' TYP.
PIPE TO BE SAME SIZE
iil
& MATERIAL AS INCOMI
TOP OF COVER LINE
o
NOTE: PLACE THE LOWER
BEND AT ELEVATION SHOWN
ON
PLANS, NOT ON MANHOLE BEN
AND DIRECT FLOW TO OUT
OF MANHOLE
`°```
°° °
BOTTOM OF COVER
1
8" MIN.
NOTE:
RING & COVER CONTACT
SURFACES SHALL BE
MACHINED SO AS TO
INSURE EVEN BEARING
OF COVER ON RING
MINIMUM WEIGHTS:
RING 190 LBS.
COVER 120 LBS,
DEWEY BROS. NO. MH-RCR-2001
X
RING & COVER
3'-0" MIN.
r
LRNR
NgMHPRECAST IECCEN M TOP
60" DIAMETER STD.
MANHOLE IN ACCORDANCE
WITH ASTM C 476 -
BEND
REPAIR OR REPLACE EXIST.
CULVERT AS REQUIRED TO INSTALL
FINISHED GRADE WATr LINE/SEWER LINE.
5' 0 0 5'
MIN 5' 5' ri v MIN
O/p _Z O\e 3/4- STMP S STEEL
N
RODS
RUST COLLAR 3P DIP 3• 45 DEGREE(M.J.
4" STAINLESS STEEL ; BEND. (TYP.)
4TE 3" 3"
CONCRETE THRUST
BLOCK (TYP.)
TYPICAL CULVERT PIPE CROSSING
NTS (WATERMAIN OR SEWER)
MIMIE31
Co
AD�NT PTO GRADE R
Uj
o�
a0
MANHOLE
-
NALL THICKNESS
6�MIN.
M
WALL THICKNESS
FOR 5" DIA. BARREL
I�
TOP OF GRADE (BURY LINE)
• ��W a I I
PIPE b" n
DIAMETER MINIMUM 8" Y57 STONE L - J
s °o°o BEDDING FOUNDATION
�°o°° o- POST INDICATOR VALVE DETAIL
o
°°°°°°°°° °°° o°°°°°° °o° °°°
2,500 PSI CITE r NTS
28 DAY STRENGTH
p�p� RUBBER GASKET
RASE SECTIONL EXTEND0EDD aA5" NOT
REQUIRED FOR IAANHOLES < B DEEP)
60"0 DROP MANHOLE
NTS
27"0 PRECAST
CONCRETE COLLAR
3/4" STAINLESS STEEL RODS FULL 18' J01
6" PIPE
TO MAIN
0
HYDRANT LUGS TIE BOLTS RETAINER CLAMP-1
JOINT RESTRAINT HYDRANT
TO 1ST FULL JOINT OF PIPE ft
3/4" TIE BOLTS
3/4" STAINLESS STEEL
`Z TIE BOLTS
JOINT RESTRAINT HYDRANT TO MAIN TEE
GUIDELINES FOR HYDRANT JOINT RESTRAINT
SD 4-02
FINISH
GRADE
VALVE BOX WITH LID.
SEE DETAIL.
GATE VALVE
- MECH. JOINT
?fN 'SENDS•..:.
+ a
.a.
°
� N
.P �. r
a.
SECTION X-X
BENDS & TEES
x�j PLAN TEES
PLAN & ELEVATION PLUGS
SIZE
A BENDBS
45 BENDS
22A 2 ENNDS
A TEES B
CPLUGSD
6"
16"
to"
9"
to"
6"
8"
to"M
21"
8"
22"
13
12"
13"
8"
10"
13"
29"
10"
26"
17"
14"
17"
10"
13"
16"
36"
12"
29"
21"
16"
21"
it"
16"
18"
r20"
41"
14"
35"
24"
19"
24"
12"
20"
22"
48"
16"
38"
27"
21"
27"
12"
24"
24"
54"
OTE: Based on 1.5 x working pressure of 100 PSI plus AWWA Water Hammer
All bearing surfaces to be carried to undisturbed ground.
STANDARD THRUST BLOCK FOR WATER MAINS
SD 4-10
6.688"
❑ ❑ ❑
WATER N 0.125"
0 El El
0.062"
0.5"
4.75"
PLAN SECTION "A -A"
GRE-WVC-6HD, CAST IRON OR EQUAL
APPROX. WEIGHT 171bs.
HEAVY DUTY VALVE BOX LID
SD 14-08
NOT TO SCALE
❑❑❑
A(
WATER CASTING FLANGE
O3 EXTENSION OR ST/
PLAN
BOX
6.69"DIA
0.5" .125" 0.5„
051t0.32" 0.5"
6.5"DIA
SECTION "A -A"
MINIMUM WEIGHTS:
EXTENSION TOP 10 LBS.
BOX 40 LBS.
EXTENSION 40 LBS.
NOTE:
VALVE BOX LID NOT FOR USE IN ROADWAY LOCATIONS.
HEAVY DUTY LID REQUIRED, SEE SD 14-08.
WATER VALVE CASTING
SD 14-07
NOT TO SCALE
SEE SD-14B�V
2-
4" BASE-/ MORTAR OVER FLANGE
FOR CASTING DETAILS s „•„• 1" MORTAR
SEE SD-14
' 2" STANDARD BRICK
's2" MORTAR
WATER VALVE BOX EXTENSION AND
CASTING CENTERED OVER VALVE NUT
SEWER CLEAN -OUT CASTING
NOTES: CENTERED OVER STACK
'THIS INSTALLATION REQUIRED WHEN VALVE BOXES AND CLEAN -OUTS
ARE LOCATED IN PRESENT OR FUTURE PAVED AREAS.
*PRIOR TO SETTING CASTINGS, NEW INSTALLATIONS WILL REQUIRE
95% COMPACTION OR BACKFILL IN 6" LIFTS.
VALVE BOX AND
CLEAN -OUT
CASTING BASES
NOT TO SCALE
m
I II
d.
o
z
F
a
�+
a� a
V
w
0Y
o
�
+.d
o
DRAIN TO DAYLIGHT
to
Y
N
12" MIN.
N
IM
60" MAX. ,
°
6
0
Z
W
° + ° " d e
REDUCED PRESSURE PRINCIPLE
0
0
ASSEMBLY -INDOOR HORIZONTAL INSTALLATION I
Cn
Q
SD 4-25
Q
BACK -FLOW ASSEMBLY INSTALLATION GUIDELINES
J
W
( j
W
1.
THE BACK FLOW ASSEMBLY SHOULD BE AS CLOSE TO THE WATER METER AS POSSIBLE.
IN ALL CASES IT SHALL BE BEFORE THE FIRST WATER SERVICE.
V
Q
Uj
2,
THE DOUBLE CHECKVALVE AND REDUCED PRESSURE ASSEMBLIES SHALL BE INSTALLED
AT LEAST 12 INCHESE ABOVE THE FINISH GRADE, FLOOD LEVEL OR FLOOR.
H
3.
PRESSURE VACUUM BREAKER ASSEMBLIES SHALL BE INSTALLED AT LEAST 12 INCHES
r
W
U)
ABOVE THE HIGHEST WATER OUTLET. WHEN INSTALLING A PVB ON AN IRRIGATION SYSTEM
CONSIDER THE PLACEMENT OF SPRINKLER HEADS ON HILLS AND SLOPES. PVB SHALL NOT BE
INSTALLED AT A LOWER LEVEL THAN THE HIGHEST OUTLET.
Q
!'1r
lir
L
Z
4.
THE MAXIMUM INSTALLATION HEIGHT OF A BACKFLOW ASSEMBLY INDOORS IS THIRTY-SIX
O
5.
INCHES, OUTDOORS SIXTY INCHES.
AN ENCLOSURE SHALL BE PROVIDED THAT PROTECTS THE ASSEMBLY FROM THEFT, VANDALISM,
Z
O
6.
TAMPERING, WEATHER AND FROST.
IN THE FLOOR, UNDERGROUND AND VAULT INSTALLATIONS ARE PROHIBITED.
Q
MIC
ii
i�
C
,R
v
7.
THERE SHALL BE 24 INCHES CLEARANCE ON ALL SIDES OF THE ASSEMBLY.
A
LL
8.
ELECTRICAL EQUIPMENT, OUTLETS AND BREAKER BOXES SHALL NOT BE LOCATED BENEATH
!�
Z
THE ASSEMBLY.
,-_
U
9.
ONLY ASSEMBLIES APPROVED BY THE USC FOUNDATION FOR CROSS CONTROL
Y�.1;
-CONNECTION
BE ACCEPTED.
OR ASSE SHALL
OF ASSEMBLY SHALL BE FOR THE
Oi
1
J
10.
THE TYPE APPROPRIATE THE HAZARD AS IDENTIFIED BY
O
CROSS -CONNECTION CONTROL OFFICE.
{/,�LCM
11.
PRIOR TO INSTALLING ASSEMBLIES INDOORS IT IS RECOMMENDED THAT THE CROSS -CONNECTION
Z
Ii
CONTROL OFFICE BE CONTACTED FOR ADDITIONAL INFORMATION.
12.
WATER METERS WILL NOT BE SET UNTIL THE CITY HAS INSPECTED AND APPROVED THE BACK
-FLOW
ASSEMBLY AND ITS INSTALLATION.
SCHEDULE OF ANCHOR RING AND CONCRETE THRUST
BLOCK DIMENSIONS AT WATER MAIN ENDS
DIAMETER
OF PIPE
ANCHOR
RING
CONCRETE
THRUST BLOCK
RINGS REQ'D
PER PIPE JT
B
C
6 6 12
1 -0
2 -0
16"
2
1 -4
2 -4
20
3
1 -4
2'-4"
1
24
3
1'-4"
2 -4
30"
4
1 -4
26
4
1 -4
2 -6
GROUND LINE
CONCRETE THRUST BLOCK
``�"as'z`•
WELDED ANCHOR RING
° ` •
DEAD END
PIPE
SEE NOTE 2
TRENCH BOTTOM
ELEVATION
VIEW
>A!-ZfTRENCH WALL
SECTION A-Ag.
TAMPEREDIPE TAMPERED
BACKFLLFBACKFILL
DEAD END
TRENCH W
NOTES: PLAN VIEW
1. SIZE OF CONCRETE THRUST BLOCK AROUND ANCHOR RINGS TO BE DETERMINED BY
TRENCH DIMENSION PLUS EXTENSION 'B' INTO SIDES AND BOTTOM AS SHOWN IN
SCHEDULE. CONCRETE INTO SIDES OF DITCH TO BE POURED AGAINST FIRM
UNDISTURBED GROUND. FILL AGAINST BLOCKING TO BE COMPACTED TO 90%
PROCTOR FOR LENGTH ALONG THE PIPE OF AT LEAST 6'-0".
2. EACH SIDE FOR PIPE WITH ONE ANCHOR, LOCATE ANCHOR 4'-0" FROM DEADEND
AS SHOWN FOR PIPE WITH TWO ANCHORS, LOCATE FIRST ANCHOR 3'-0- BACK
FROM DEAD END AND LOCATE SECOND ANCHOR 9'-0" FROM FIRST ANCHOR.
3. WHERE THRUST BLOCK OCCURS, THE TRENCH SHOULD BE AT THE MINIMUM WIDTH.
4. CONCRETE SHALL HAVE MINIMUM 28 DAYS COMPRESSIVE STRENGTH OF 3000 PSI.
GUIDELINES FOR THRUST COLLAR INSTALLATION
SO 4-03
FINISH
MIN. COVER
ui
EZ
W
Z
O
w
z
6i
w
¢
a
Q
r
N iii
v P
QZco
m
0) a:
L
r/
M
M It
'It
0
�
co
v/
"' n
"
Z
I=
W
Yi
v�Y
G
W
w
Z
U
a
/-
O x
:OEQ
n. w
w
o
V
W
Z
s
Y
W
Ld
N
ir
Nz
D
V
Z
L2
Y
L-
r
Y0
M z_
N J
C:)
M
^
co
3
a:
O
Z
U
1/4- STEEL 04268
PLATMJ DIP PIPE 3/4" THREADED DES. JST
TYP. STEEL RODS (TYP.) a(D JPN
3" 3" DRwN. NKS
3" 3"
CONCRETE THRUST BLOCK DATE 04/19/05
ROD REQUIREMENTS (TYP-)
SIZE OF 45 DEGREE BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED \A CAR
6" 4,328 2
8" 7,694 2 6�
12" 17,312 2 ` S[Ai_ �P
16" 30,779 4
20 48,091 6 19 5i, o
24" 69,252 8 "��"`', Ive-1N = ° m,���
NOTES:
1. ONCE INSTALLED AND TIGHT THE STEEL RODS AND BOLTS SHALL BE COATED WITH
2 COATS OF BITUMINOUS BASE PAINT.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS.
3. TYPICAL MIN. CLEARANCE BETWEEN CONCRETE AND END OF BOLT MUST BE 3".
4. APPROVED OFFSETS CAN BE USED IN THIS APPLICATION.
STANDARD VERTICAL BEND
SD 4-11C7
t

■
0
zw
CURB INLET
• •
TOP: 30.16
1
•
�(
_
I
TEL -COMMUNICATION
•
•
I
r
■1
,
1
SSMH
1
Frig
��
.,
A
DROP
'
1
I�
•- 11
_
c
/I
/©I
-
�REMOVE EXIST. CURB
AND GUTTER AND INM�
W�RADIUS TYPE DRIVEWAY
it
WITH 2' WIDE VALLEY
AIM
y,
NORTH SECOND
STREET
• �` 5
.J
-a
•
Hamm,
1
TEMP. GRAVELLED
'
(66' PUBLIC
R/W)
■ 01� ■:'11 a
a ■'a:a-r i e...n ■ ■ ■ ■-
a a., a ❑ ■ a. r •'. ■ ■ ■ ■ ■ e ■"1
■ a a"-;
�-tl '■': a'. 1 Y •e. ■ ■ ■ • ■ ■ ■_- :.�
■: ■..�-CONSTRUCTION
■. ■'
_--.■I'
�
anl■•vs. i_'.�.)
♦ ♦<rt� ��♦<♦♦-i!ca.�mw
ftf
as
d.
!<♦.♦♦.<♦J.!G♦__<___♦P♦u�y♦!?fq<.�o._<
_a '♦♦♦<♦J<<♦♦♦'?►♦.<♦<♦♦♦<♦!♦<!a♦<..s 1'
•
/ -I..
LEGEND
PROPERTY LINE
DISTURBED ARWCONSTRUCTION LIMITS
- - - - - - -
EXISTING CONTOUR
- - - - - 23 - - - -
EXISTING SPOT ELEVATION
23.65
PROPOSED FINISH GRADE
s.o
SPOT ELEVATION
PROPOSED TOP OF CURB OR
z5.50
TOP OF WALK SPOT ELEVATION
TEMPORARY SILT FENCE
79`
INFILTRATION SYSTEM LIMITS
- - - - -
INFILTRATION SYSTEM LIMITS
EROSION CONTROL AROUND INLETS
SEE SURVEY SHEETS FOR SURVEY NOTES AND LEGEND.
J US
Z
O
Z
1=-
a
W
O�r
W
Z
N
o.
cc
N
y
ui
1"� •
Z V/
0
o M
Z
/ + w
ZZ
®
O ill.
0
m
M
'A
cQ
O
1 � : v � 1►<<<</ Il tcl .,•>f O<C�►�<<��- �•>� ata>f<.fp a! •ia � �w�i i w wa,.fy?%<aVo<
/ •. ♦..>«!.. .. a ......♦.<f - � ew. •< __ �� o• � •• • • • •
o �.�I�ZF] SLR■■_■_■■+i' \_■ffL9fT11■■■ram i.�.�Oj.!.�.jQr!���„: ���j 11
w
■I AIIRa�a■la�• <<♦<a��������� c�Nlrllll�l7\� 7■■11�t�11�i■�I�:O°f.`i�`wi�il:<�< tY �� mow. �.� •. 1 1
.ao►.• I ►1 m�iMY■i1N117L�►. ii■■■■fcscli •.a rol a .1•+,�q 11 • 11 a •• • LLI•
\ .� �i �''a"'i<I IJU1�11/ I ■•BLS: ?'1 i.r ►, a��ia�a�ac<... , ` -
MIIM!■£9F.�•r■r■■■■■■L" :J■ «. 7 .o♦.•l l jjI / // 1• • • •
. • � � y C, ',Efl'ui�• �a�ilr■i�i'�;'.Fi►��i■■■■■■■■■\■- SF , ° a- : • • 1 / _
;,� .< /Q---�.._■■■■■■IC���Ia■■C•'E�L'�!'�1E�1■� s• u1 ",. 1 e a • • • •
i i' e�' ;� 1■■■■H•■�`i�YZ��1'�1■■■■■■■■■11■■■►♦ITc�ITI{�\ i �- �Ii�J7i1�R � /�/ • �\�`V. ® •• / � . • • - • • '
G d' ', h i \� ,���wr�r- .■ HIV<<<iw• t _ •
.. I ►�: li■■■ILIi7N � •.G=IZCfl' t'SC:==■�.p♦ciE.J\ •�-- - /a\ a �w N�1 � a •- • 0 0
1 • + f �' q� ii■■►1/H i■■I \■■■Il+'i!iINEW
■\Li7:�sa'>�� < ' - - •' .
• 1 ■ '♦° ii■�l7■/ i9O1 ■■Ip�!�I�7■/.O♦O.O *• ► j2 �, Wc' 1
..• _ �' ��a 1■iR�fll K�11 ■■■ ••711fiO���OO�ii a /� r� ��_130161,�\t+ 1'. �'� • • • • a • ° • •
•+�►■■►th.U� ■i■ I��ir �1I,•<O�Oi�0000 ; / _ /..���
I I °i� ■�. �y•,7 i■ Ii/l`I•i!OiNW+iiiii`:' i61 � � 1
BETWEEN THE -A,4c
ZIN HA
O37 74
n e �l1illnunu7■■ P/■■■.•Ji..,•.<i°i<'. r: ��� �� s�.
1 L►- unumu ii■■I' \■:�� ii■fil■ �i i�i�i�i'.'i`��i�i °<i a +� '� ♦ ar / \ •
♦..♦♦♦..o♦ o, r 4 \
° i♦i ■=Gil ■°� LJ
■■Ill■ r. esc .. - <•..
1 ►�4 ♦ ♦♦, c3 i ►... ♦. 1 °
_ K / 1 ■■■\ Ib�i'\[►41/i�i�i�i�i�i�i!Oi<i�i'i�' ° a
• Iw.7■■■►��■G'.�i�•alll■,r�i<i�i�i',,,.�.�.�.<..• li�■1. .+eR'e--a.l :mob\. �7�
° • ° Fii i■■■■■■■■t'i''1■N\►i0.�.�^�:��.pj.!o! iRl� mat ,FRONT ST. AND BRUNSWICK
V
�
aoz
ocaN-
�rp
a(L
ING 1 I I I I 1 I� �� OPOSED BUILDIN ::..';' - '::" \' , , \g•R \� (^p: : •�; + SEE DETAIL SHEET.
1 I • - -r-- --i•'' -- \ 1:: DURING PHASE I, SEE DETAIL.
D BY 11 I I 1 1 l 1 '" . \ •r1\- ST-FCOOR FFE=37.0 7.0 n< ma � . ' : / / ` \ % /� + I ° CO
LOPE. I I I l 1ST FL R PARKING DECK F E=10.0
OF 2:1 CLOSE EXIST. DRIVE AND I I I 4.0 g / wx , �� .\ l� 1 Z �p
ED. ,�. a INSTALL NEW CURB AND 1 I I l 1 (/� - 2ND FL R PARKING DECK E=20.0 4 0
GUTTER TO MATCH EXIST. 1 I I I 1 9. 0
INLET -�! C ,y\. a \ .� : \ DROP INLET I m (ASPHALT
1 111 7.0 '�. `�1..� \� : \� TOP: 21.39
I I TOP: 28.27 NOW 0
M• II I 1 i ~ r ' F L 27.60 I' + INV.: 78-56 -THE BOAR RBED AREA/ I I I� 4.0 / ' \ \
sz I I I I I TIE INTO EXIST. 5• �\ y\. a \ \ i I SSMH
I I i INV.: 22.45 '
CURB AND \\ I RIM: 21.86 THE CABOOK PE A09
, - 0 \\ CURB INLET I
UPRIGHT CORRUGATED INSTALL APPROPRIATE IN I I GUTTER. \ 8.. I°� INv.: i6.52
1.0 � .. � � .. � .. � .. / o \ � � : tN TERFERANCT I
PROTECTION IN EXIST. I I 7. \ \ Rc -" `�'ty \ SOMH 21'7t CURB INLET CURB INLET
\ \� METAL PIPE ABOVE III �I S CURB INLET 7- �` 21.56 'F�L•- 1.04 TOP: 27.94 TOP: 22.28
\ / SURFACE WITH LOCKED DROP INLET. SEE DETAIL j \ + \ - INv.:. 1, 4 F di
``I I I 1 _ REMOVE EXIST. CURB AND GUTTER TOP-33.50 RETAINING WALL DESIGN \ NV t6•fis I /L: 2t.os F/L: 2t.a7
WOODEN COVER SHEET. �• 1 III I � \ ` � �: � '.a: \�� "\ � I I CURB INLET
I' .':' IN .: R I INV.: 18.11 INV.: 18.52 Q
AND INSTALL NEW 2 WIDE INV.-22.00 BY STR TURAL ENGINEE . _ / �� \ \ \ + �x X. TOP: 22.09 W w
CURB INLET 11j1 I ,'!' `: ``j VALLEY GUTTER, SEE DETAIL. 24 HD // / \�\ \ .L� + I F/L: 21.40 Z iti jr
LU W lil
TOP: 19.74 I I I I I I ' :+P: ' , . Ju ou ■� T / 24• HEADFI2 _ / \\ \\ \ \ \ \ . S I INV., 17.65
FA: 18.85 r1111 I I '?v :::.'„ ■ SEE DETAIL. / \ \ `° 1 \' \ �I I DROP INLET DROP INLET Q Z Q 0 1W
INV.: 17.05 Ilil 11 I 'e".ri .. tL "xc. ■ ❑
_ / / - = _ \ \ J ' m: x S 1 - TOP: 21 77 TOP: 22.47
_�� j _ - III 'I II 0 t9.o8 $� 7.0 I DROP INLET #8 • /\�\ ! 1`a.. \\: Q I I hl.
CONVERT EXIST. CURB TOP=35.00 / �\ \ \ \ k x ` u '�"" -'■
___ _ - _ - _ ll Ix ■ INLET INTO A TRAFFIC U '
_ _ _ _ - � ��. -/is/ / ■ BEARING %ROP INLET. ALL BUILDING ROOF DRAINS ° _ _ \ \ \5 \ ( ADJUST EXIST. SSMH TOP
- / 2 �{. ; TO GRADE AS NECESSARY J _- _REMOVE EXIST. ASPHALT. _ J /// 1. - C� TEkF. GRAVELLED: SHALL TIE INTO THIS DROP -r' ° 33 - -
-;CURB AND GUTTER AND 1 63 CONSTRUCTION ■ INLET. / \ ° �� a \ - r J U M 0
- - - E.LP' ENTRANCE. 7.0 • // \\ \ �, \ a. ( M O
S= ,'RE -GRADE HARNETT ST. - _
---- �_ _ -TO NEW ELEVATIONS. SEE-_ / 9 REMOVE EXIST. : 15, P m -DROP INLET \\ ` \ D ---- - ----------- Q Z
_�/ \\ \ / 1 d __�, rn rn
y�. �'��` -STREET SECTION DETAIL.`- -' - ��+i CURB AND I: -23.00 0 / - e• _ _ _ - 8r °� �' "i - _ - - I I
e ss ---rs ass - _ - - 7 0 TOP - - - - - • \ : q e'ss - - _ _ _ M M
GUTTER 1:----$-0 f_ INV.=15.00 / Op o $ � - � V O
\� --- 1 CONVERT EXIST. DROP - ------ a OP --------------- ---------------------
ET M M o
8.7
I_ TOP TO GRADEM N OP=18.50--------- y1\ \ \ \i 00 C
STALL n \
D/
T� _
APPROPRIATE INLET 1 INV.-15 50 r �" \ \ � °� \ '�` REMOVE EXIST. DRIVE ;. � �. �..�,.;., °.�' �
0 0 1 °'• PROTECTION. SEE DETAIL \ ` .: ;` .ENTRANCES AND INSTALL W 0
FRONT STRE W CLOSE ° a °,°° ° 7.----------15------------ - w
D / / TT
��/_` o� 0000o SHEET. o ---------------------------' \\ \ \SD41H '`mow: 8,•IRCP NEW CURB AND GUTTER W Z 0
OLD,,FRONT °o°° °°-LEVEL 2o- --- a o IM:�r57- TO MATCH EXIST. _ Z
tJABC STOKE ° °o° o°o ... ■iiu■■upiuduu uo ■ll■uauauu■ru■i■i■■9u�■■� - - a \ �i� \ - -=--.-_ - _- ---_ -_- - -- S
\ o 0 0 0 0 0 0 V ■ °> IN\7.:�1§.36_ '\ \ \ :
LEVE 10 LEVELI i_
°°o° INSTALL NEW CURB INLET. - ■ .'n- a i _ - -t - _ _ _ _ \ \ w. - _ _ _ V oa0
0o c • a ` \ \ �' - ws as cAs ca
REMOVE PORTION OF EXIST. ; a
-- --- �------ - -�E INTO D(IST. H. \ ° ' S J 15' RCP AND EXIST. DROP 1 ! \ \ 3 ------------ -- 111 Z O
�- P � ■ •iJ \ ABANDONED COMMUNICATION R W PER W d
AS T. RIM \ INLET. o C SOM - ---- N is TOP: 14.1 NEW TOP GRADE ■ Ld •.. \ INV.: 11.01 ., = i e TOP: 21.66 RIM: 21.
INV.: % .96 INV =EXIST. FIELD VERIFY i F/L 20.96 //1 U
e0'961INTER
1 "•,s JTOP:
tso ^\ ■■ \ I INV7l T74J5 1 Um - \ . CTOUPRB 2IN2LENT CE •�/r-1l� r
Z
.IF NUTT Si. AND HARNETT P INLET :`S. RE ACCESSED DURING,10 Z
1I ❑
CONSTRUCTION 1.40Ir
GRAVELLED CONSTRUCTION
CEIVED M z
`\\ ENTRANCE SHALL BE \ ' INSTALL APPROPRIATE INLET/ WRAP STONE WEIR AROUND 1 / J
3 • \ w PROTECTION PRIOR TO RFJd / ■ 'A CV
N II' SEE DETAIL SyRE1. �\ 1 a r \ INLET TEMP. BERM. 1, o•. 20� ✓ N Obi 3
\ �`�~ 0`• •► - I 1 J 1 I TRAP ELEV =11.75 CUR ET / APR 2 U Y.
e y w ■J \ K WEIR SEDIMENT
° , ` ` W `•+1. / / / 1 \ ■ \ a DROP INLET SEE DETAIL SHEET. �° Z
/ 7 \ 10.
TOP=8.50 TEMP. SE ENT TRAP: 70P: 9.92 (f)_ DWQ O
SC , / \ INV.=6.50 INSTALL TEMP. SEDIMENT TRAP SDMH CURB INLE N V.: 2 \\ CURB INLET PROD h3I III n I f\l r I Li (� P C O
RIM: 2.82 / ■ a RIM; 10.26 TOP: 10.40 TOP: 11.25 E R U
PRIOR TO SITE GRADING BY l (j Z
'I' 0. DROP INLET INV.: 5.99 F 10.33
SDMH (SEE \ I,'• ->• \ ' BERMING WESTERN PORTION /L 9.65 SDMH \ �J�J ��JJU `f-`-' 1
\�\01
\\\\� \\\ -��� •� \.�]\�� TE No. 2,� T� •� SALE-M \ TOP=12.5 INV.: 7.85 RIM; 10.23 �-= INV.: 6.93
\ \ \\\\\\\\\ \ ` \\\\ \ \\ ■ \ OF SITE TO ELEtE 13.0 BERM I CURB INLET
a 12.7 \ \ g INV.=8.00 SDMH V.: 5.44 (n
SIDE IN. GRADE.
\\\\������,\\ �\� �\\\ ��•-__ \\\ ' , \' i`� \� TOP:0.17
o o / 1 • TO+: 7-56
00 `\.` \ NSTALL SLT SACK. 9.76
\ • �a \ \ e�� INV.: 0 0 o a \ : 7.56
- _ I _ _ � .x \ 1 m: \ INLET PROTECTION.
1,
TOP 9.5
/ _
INSTALL NEW 4'X6' PRECAST 1 \ i °° �,_= / �6.
h�R 15� P 1• ♦�`_ fi 33 3 _ ------=_-_-
��\\\\\\O\\\\\\\ \ \\ \\ Y\ H2O RATED JUNCTION BOX .. - �� -. "--- - -- -- - - - -- -- ----------- -- -- --- - - - - - - - - - \18" RCP :. `_7� INSTALL APPROPORIATE INLET-'
\\\\\ \\ \\\\\o\\\\ \ \ \\ \1 I \ ehE TOP=10.00t 1 o o -
r _PROTECTION IN DCIST. CURB
\ \ �t■e ��tar.
\ e of _INLET. SEEDETAILS •SrHEET
\ \ \ \ \ \ \c \ \ n \ I !T<g TI'JTL•'fIO... �. �. y� . r■ ■r, ..�. ■F■ =i- ■■n •■� ,■� -:.�. ■pia +�' I
\ 11 I \\ \ \\ r v:
\ \ \ 1 II tl II II / OVi 18 .RGP: : t8" RCP' -
\\ 1 tl I / � -\\ NUTT : REST . LOSED o, ':A� � ' 0+:' '' o. '• AB o=. .30 : 1L
I I I III 1111/ � 7�� f'\ `�^ � �. .' � - .. ,,..+■r•"``�: : '-- _ OC/ o_ - -
II .. o
I !
'1-% I 1 1I 11I1I11 11I1 I I I q1I I ll1 1 11 IqI II l I III !1 II 11lIl1l/ll1l ,1l 11Il/l/l llrl/llIl l/
• I �� 1
-w :.BELOW
o �. 9
�wr_•! _ �;lll/ll1 is•w
W '
_ NUTT.STR£
E D
'o
.i\IUT T STREET``: :-
:
_
-- - �---- - _�,o. 4 a" n 04268
�� �_�'��--� 8" RCP v) 8.. Rr
llllll I . th/pl'!//llllll/lln / / SSMH D_ _ ' / _ 6j/ \ DROP INLET r ----- ---
/ I1/lI`Yll�}/ SEE NOTE -L \ _ \(� - �-��� \� ` - _ `a�s.�.� -_ +'' ' r - K x .��x DES. J$T
111/llll/llllll/1%>' /ll�l� / / / No. 2 ' x�Ex \\ \\1 =-- o TOP=9.25 n - �� ---- -- tRDINATE o O
\ 1 _ `I / / JPN
JINV.=5.50\ - - - _ ` \ WITH CITY OF UTT S . I RO N � 1 - ABOVE _
\\11 \\\ ) _\ // / _
�x DROP INLET - / I - DROP INLET DROP INLET CURB INLET DT00. 9.36T \� O' O r, nw ORµN. NKS
\ \ / 1 TOP: 9.13 TOP: 9.01 SEE NOTE \ INSTALL APPROPORIATE INLET
K. U// \ \\\ \s\1111If /�\\ \ \\ \\ \ TOP=10.0 TEMP. SILT FENCE ALONG NV.: 5.32 No. 2 IN .: F/D J.:
-\\1UV i I \ \\ \\ - \ , INV.=6.25 \ INV.: 5.93 �S:. _ -PROTECTION IN EXIST. CURB _
_ ��llllljjl%llll//� _ _ f - - - - �x _ PROPERTY LINE •-----'
_ //lillllllll""illll � l w ` //% l !/, �\�I \ '/ \\\\ COORDINATE HARNE T ST. �\\ DROP INLET" \ � ` � �\ `, - - - - -
a � i INLET. SEE DETAILS SHEET. °'• / DALE 04/19/05
11 U - i/ \\ \ \ \ _ \ , ; _ - -0 TIE INTO EXISTING DMH Oi /
-'// I \AND NUTT ST. MPROVEMENTS \ \\ \ TOP 9.00 -_ _ ` INSTALL APPROPORIATE INLET SDMH. RIM: s.sa a ° c) 1 I CURB iNLLr J I // ,o`` CAP
''�.
�. - STORAGE BUILDING NV.: a22 N K C/9�
IF NUTT ST. AND HARNETT - �, PROTECTION IN EXIST. DROP TOP EXIST. �: \ I ioP: 6.57 ,+ •0A
K. I \ WtTH CITY OF MLMINGTON. \\\\\ \\\ \ \ INV=6A0 \� - I I ^ INV.=6.00 m: / _ `. Q
ST. ARE ACCESSED DURING INLET. SEE DETAILS SHEET. I. FA; 5.85 p / °
I I I I \ / ,�\ _ = ` I INTERFERANCE INV.: 05 - •�F�<'y
- - / / ! ✓\\ \ --= ! i "( CONSTRUCTION A TEMP. �' 4 \ / �;
11 i a \ I wk _ Q 9
I 1 \ I _ GRAVELLED CONSTRUCTION GO O SDMH \ \ /ERL/
I ( / \�"//�/ __ _ - _ _ ( x i \\ \ �� \\ \ )/ i�'i'i - - � -, ENTRANCE SHALL BE f0 \ RIM: 9.99 _ _ `
hF//��\ \\INSTALLED. ���` - �G // G. Cp•
�11 I (/(r-= '��\\ / I / \\11111///////' \ \ 1 INSTALLED.
_ �`C' f0' NV.: 4.77 �Qe
\\�\\\� -or�� \\\\ / 1 I 1111//// \ 1 \\\\\\\2��= /I ENT ��
1 /° ___ ro• \\ �_�_° 1\ \ =l(�\ F o. 111111111111fI/ \ \ \\\\\��������� �� �����\\\�\\\I M rr_ G / I / �-^� ��/�� �j O cc
l II 91 �n \ \ \\ \ o\\\ I -.r. (� ���/ SDMH �D�CJ� V�LJ� ICI "*R�� J VJip� ''^i�/i/'T'CIP����„eo�
W "` I ^ r' ^'" I I IFlII I I I d. \ \ \\ \\\\�? ��\\\ \�\\./ 1I S I EN ..I AL -r,�_ RIM: 9.23 Iv' 'a. S eoo
III I II I 111 \ \ \ \ \\\\ \ /1 1 -�- �C ' m . TUN
z 1 i I I I \ \ \\\\\\\ \� I\Ll TO TE GRAD NV.: 3.49 mp/ /� •°q e,•°
\�\ i N Cvr11Cl/I en1u1
li�//�1 / CONV 1\ QI I i 11111\\I\\\\\\\�� \ \ \ \ \\\ / \ ������- \\\\\ D Z SCALE - �O
\\ \\1//° l i YORS I 1 i /i i__�jE:=-/l\\\\\\�Q�= .- \ \ \ \ \\\I \� �\\\\ �`( ui' .*"_ 'u'�w.
-t
\ may/ /\\ \\ \ \ \ \ `\ ��\\ (°' NOTE (n : 11 _ 1
No. 2 z
llol o
t I m" / Ii /w/i//iii�� \ \ 1 \ 1Ir� \\\\\ \ I \ \ \ II l /J o �x �D 0 40 80 120
\ 1 I1 111 r\\\\\\\\\\ \\ lllllllll I O m m
I I 1 I I-
-'
, I