SW8060530_APPROVED PLANS_20180716

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 O190530
DOC TYPE
❑ CURRENT PERMIT
Lv APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
IW k p 1 W
YYYYMMDD
i1

Al
VICINITY MAP
$7FN.T.S.
"WRONG WAY" SK
CURB INLET
TOP GRATE: 37.47'
INV 12"RCP: 34.17'
CURB INLET
TOP GRATE: 37.35' 37.5'
INV 12"RCP (NW): 33.47'
INV 42"RCP (SE): 31.58'
INV 42'RCP: 32.42'
ry
�, 8' ro��
\ Na
37.5376
Q�
rr 7�i I
V • R$ 3/ \
z
O�QJ' STREET SIGN -
N STOP SIGN
l
rr�ti
VO
SYMBOL LEGEND:
EIP
EXISTING IRON PIPE
rC1- UTILITY POLE
ORBS
REBAR SET
0 GUY WIRE ANCHOR
■ECM
EXISTING CONCRETE MONUMENT
1{i LIGHT POLE
WATER METER
® ELECTRIC MANHOLE
WATER VALVE
FIBER OPTIC MARKER
FIRE HYDRANT
TELEPHONE PEDESTAL
IRRIGATION CONTROL VALVE
O TELEPHONE VAULT
CURB INLET
vo- SIGN
®
DROP / YARD INLET
BORE
Q BORE HOLE LOCATION
Q
SEWER MANHOLE
-34.3 GROUND SHOT ELEVATION
®
SEWER CLEAN -OUT
LINETYPE LEGEND:
SURVEYED LINES (BOUNDARY)
-
- LINES NOT SURVEYED (ADJOINERS)
- - - - -
RIGHT-OF-WAY
FENCE
STORM PIPE
-
- -o1c- - -as- - -a1E-
OVERHEAD ELECTRIC LINE
---E---E---E-
UNDERGROUND ELECTRIC LINE
Fo Fo Fo- FIBER OPTIC LINE
-
- -ss- - -w- - -a-
SANITARY SEWER
---w---w---w-
WATER LINE
--
-- -- 32
MINOR CONTOUR WITH ELEVATION
- - 30
MAJOR CONTOUR WITH ELEVATION
RIPRAP
ABBREVIATIONS:
EIP
EXISTING IRON PIPE
MB MAP BOOK / CABINET
EIR
EXISTING IRON ROD
DB DEED BOOK
RES
REBAR SET
PG PAGE
ECM
EXISTING CONCRETE MONUMENT
BLDG BUILDING
INV
INVERT
EL. ELEVATION
ELEV
ELEVATION
MHSS
SEWER MANHOLE
RCP
REINFORCED CONCRETE PIPE
TREE
LEGEND:
,r
CEDAR
7 �� MAPLE
CHERRY
\ OAK
1'
DOGWOOD
- PINE
GUM
POPLAR
MAGNOLIA
GRAPHIC SCALE
50 IGO
( IN FEET )
1 inch = 50 ft.
200
,
EIP \
N
660"rnFj
COOK OUT
P.I.D.: R05515-003-003-000
COOK OOT-COLLEGE RD, INC.
DEED BOOK 5271, PAGE 2865
�.r
z' 12"INE PINE q /
N
�'1!T
i 381
=° 12 1212 GGU
"M
13 6 PIN _\
INE 24'PINE 14 PIN �, - Z9'
7.7
y \ 'I d7. 1.$"PINE 379
1$ GUc � 12'GUM r�12'cuM " za'
16"PINE 379
12°GU -rt 22"PINE � � 2 PINE 12"PII•{E
20 PINE �7 2' 6 MAG.
3T9' 12"PINE 1YPINP
d78' 12"PINE_ 12"PINE Ss
V6"CEDAR
\ , , .,�.�.,2 <14 PINE TWIN 12"GUM `= `?v'i1­377'
SANITARY MANHOLE / EC nY `
RIM: 38.53' / 3a. � 1� t3
38.9
SANITARY MANHOLE
RIM: 38.33' EIP
CONCRETE SIDEWALK
38.6'
30.00' 38.9 9.0'
S 50°44'41' W S
30.00' N 50'44'41"
�
(TiE FROM ECM TO 14/W)I __ 9. 8
" 77_fi
iCONCRETE DUMPSTER P36N
CURB INLET
TOP: 39.48'
TELEPHONE PEDESTAL
CURB INLET
TOP: 39.53'
SANITARY MANHOLE_
RIM: 39.40'
d6.9'
.2'
N
63�Sp3. W
SEAHAWK SQUARE
ECM "UN
�1392.78' (TIE)
N 2915'32' E
O
z
Li
1
LEI
U
1n
1074
Vl Q Q = LLI W 0
LLI Z D 2 V Q
M 1-11
m 3
m
w�
Q o �
36 8' 36.' 2a oak STOP SIGN w _ DROP INLET o 0
EIP r i 364 'lT3s.1' CONCRETE 13 37.2' -jj d7-4' TOP GRATE: 36.54' N
oq .2' CROSSWALK \ INV 15"RCP: 33.14' Z z o
.3' 1 hF0 3fi.8' 6.3' � / x o N
P.LD.: R05515-003-002-011 INV 30 RCP: 32.65' "„b!-> 32.3`32.7,% \ 36 4' \36.6 36.6' 36.6 36.5 366
33` _ °\83b~i22^ K 37.5' q >
IOANNIS and EVEUNA KARTSIMARIS INV 30'RCP: 32.85' o as y ' ti 2 oA. \ ss s s pq EMERGENCY CALL BOX, CC o z g
DEED BOOK 6040, PAGE 1383 INV 12"RCP: 33.73' c �; a 6 TELEPHON 367. 363' 33"PINES 5so \ �Ey! CROSSWALK SIGNAL & a ¢
/ \ �K, 15
/ 2g•pm 3s.a VAULT \ z 37 Ni STOP SIGN DROP INLET = w
6 6 oS b 6� 3a1� J \ \ ass \ o o
ELECTRIC ' IV 3' ' / �-Ib CUM 6 _,- \ q�q�, �ass' s s' \ o
- - 6 12"OA "��/�����' 4 363• r3 0y -' d 36. 36.6 32 PINE\ 3\\ \ 3za' TOP GRATE: 36.75' `� ¢
/ BOX �4 OAK / 6 1 / d1,7 -, 25 PINE '^ 12 GUM 4" F\ '9! j 36.6 36.3 ' \ �� . \ . 323' INV 15"RCP: 33.60'
I5 °PINE p 3 Pq� 6.5 36
e / 18 PINE 14 6.
3 " - / s. MFNj 6.8' 465q \ // 37 ASPHALT PATH O
E TQQY i 36 i -16 PINE > 2"000ppp K A A ® C; f26°oAK 30'PINE� .yK 1 7.7 Z
.• >� 20 PINE
`INE Iasa S6 s.z' ass �NgCTA 3s.4' A 37- ./37� z3' DROP INLET
2 S 3 2a"PINE z \ E �4jFj'7 69, q�6.7' 28"PN 3T4' 37.E / ao' / TOP GRATE: 36.56' O
GUM 21 3.1!6' ,/ 16"PINE 79' 37s' Z
2"PIN 1s c -" q'� --3ss�� 360'\�s �/ " ei ass 1s"PINE to'P- z6•INV 15'RCP: 34.69'
a1 / JS 18"PINE a ° 12 F 26"PINE II _ 3j //
-�� j d / B& 36 2 ctisf 2a"PINE 35.e j 49j ss' 36.s' ! ® / 72• ECM "UNCW-4"
i
ECM "UNCW-112"
North174,331.63
East:2,338,505.54
Elev: 38.67'
CV
INV
40
63s/53,
W
?00
6
rnFj 36.3
5.4.
WOOD POST
(TYPICAL) 37.4^
BOTTOM OF SLOPE
TOP OF SLOPE J
"BUMP" SIGN-
1'
WIDE CONCRETE HEADWALL
INV 12"RCP: 33.60'
INV 30"RCP: 32.94
INV 30'RCP: 33.27'
INV 30'RCP: 33.37'
35.z� INV 30"RCP: 33.16'
35.7 349' POND
358. 352 351 Y __-,__
35.2 // 35"5•.3'�5.42.� 35.2 T\gyp
azo' DROP INLET%//� �� 1' WIDE CONCRETE 3\gYp�p
s HEADWALL
TOP GRATE: 35.97' /// \ s.s'
INV 12"RCP: 34.29' /�// DROP INN T 35s VA\ 3
\may 36.9'° /// TOP GRATE�i5.88' 35.9' 65 DROP INLET
36 5///j INV 12"RCP: 34,08' 1
i 6. y1'///�� TOP GRATE: 35.36'
6. 5,4• 36.9 / "BUMP" SIGN INV 12"RCP: 33.11'
6,2
3s s\
12"PINT C N ST"�fy -- E� V /� 16"PINE 24 FIVE
d5s'_ "36- 26 PIN \°36.8' 36. ..-JB OAK
[�,, '/ i6 PINE 16 PINE
16�6G~fM q "MWWI _ -_.. ,r ./ j ^i^v.h 6 0 PINE 3 ' - "PINE 35.56 - - db.4' ss' 31
1 "PINE i 14"GU • 3 .1 36. C " 4/ 12"CHERRY .•_ .5' /, 'V ''� , n_=t " -. -36. \\ 6.5 WOOD I O
4°GU .5� O ^ 6 ^'� / / E 6 PINE 17 PINE 12 AG. 18 IN 26 PINE •36.5' 3
"MAG 1 10 OAK /... C`= 0"PINE \ TYPICAL
� 36.5 /C ^y [ h / i / '�`, ''ice•.. Y; ?, 12"GUM ' ✓v 358 )`6.8
-Z4 PIN : - - `V � / 36 2. / y .422'PINE 20'PINE r / �' YIELD TO19
�.,. 1�� is 36.5; '9 - / 2� ^�a//°y4'• :9' / / 8 PINE 14"PINE 24"PINE 12"MAG \
i"P PILAR '+ 16� 0 d1 PNE 1�'GUM k 8"PINE
d �� 22"PINE-6. "2B^
�5,�, p 6 's12"GUM q 1p,� �14PINE 3s.2' 3sa' PEDESTRIANS
..33 8 0 18"G M j�S66 ;' . _ 36 4' /1, /' - 22 PINE ' U„7 '1 `r^8 GUM 4"PINE �,'"�"*t \,'„ 6"PINE \ 14'POPLAR �i6�P� �� 4� J' � '� /-i / � / 18'GUM 36
IE J 32 PINE ^b` /'ev /-/y / / 14"PINE 20"PINE „` ,24"PINE - 18^PINE /itYGUM va PINE P SIGs.7
TWIN CEDAR 8 GU � yj ; T� `V P j 6 . 6',, 14"GUM 22"PINE - 36--'Y' 2,12'GU , " , '. 2*
O 7
�� �g.P ONE / i- .� 20 PINE" 36� -.I6 4 - WPM 15°PINE h 2 17 PINE
6� 20°PINE-16'PtNE yr.t137 •CQ1r' ' 70 , 1359 ,. -0'PIN 14"GUM 3` ' _. 16PINE12"PII 6
�' NE '�. •". •• C % d6.3' 2 D TAL 7 / r 3 4"GUMrr r *"kr16°GUM 24'PINE �. 18'PINE -E�2 35.8= -ill 3
12 E 36 2' 36.0 i6 PINE <, r / { `�1 ': 4 PI �r10"GUM 15; laP�
- \ '. 6' / '• t36. *rt`� 20"PINE 36-- -- 6 PINE24"PIN_ 113"PIN - 4 20"PINE a
6°GUM 24"PINE 8 E
4 G36 UM6 - 5 1.6 a` 17"PINE ^',� i' •• - a / 16'GUM q'a 20 PINE14'PINE
r 12 OA i6'PINE 12"MA A� �35.g'IG GUM (2)8"OAK 12 PINE
-�20"PINE 12"PINE _.', ^.P_i. 3•. �14 � / '. _ ck1k1 18^PINE 24"PINE 18"PINE I6'GU 22'PINE B"GUM ,.v��.£
G / �;;-J 18 PINE '/ 16 PO -:�(" �0 . ' 4 FINE 2 24-PINE - 5, „ ,r 12"GUI
/` `} ,/ / " 10"MAG • 10 CHERRY J 2 GUM _._ -- 22"PINE a r' 20 PINE.. ° 4"ACHER Y rK18"GUM6.5'
7^ 12"OAK 26�P\INEi \fi.0' 360b IP1 312 30PNE 20"PINE �1".36TI r ,�. t- r „� Pa MAG ) \
4"GUM 1 ^GUM 12"OAK "6' 12'PINE ,'14 v / b/b/g 18 PINE 20 PINE"6^ 22 PINE 18 PINE 26 PINE iq°MAG. 20 PINE 20'PINE 12"GUM0 PINE ,, 36 ,5 �=16"PINE
,>'7 ' '"�" '' 35.6 / / / i / )2"MAG ,20"PINE 22"PINE _ 24"PINE �10'GUM ,; r' 14"PINE'
' "18 NE 36.2' 36.3' r ' 14'PINE 12"PINE 12°GU,: - 8 PINE 16 PINE ..
r
+ 35. 57'i' / / / 37.3' 18"PINE 2 16 PINE 16"PINE- '" - 36.3'°3"CHERRY 6"MAG z„ ,.;�12"oFll(
7"GUM,. j w 10 MAG, 10"oA - , c
20"PINF� 1 PINE36. d6.4' / i 20'PINE ° /37 6'CHERRY 14^MAG k
4°GUM 12 OA - --� 3¢s 91.a' / �1 5 CHE - 16"PINE -y Z �''\ 4 MAG -:-x2"PINE " , Y/20"PINE
"GUM ,/" - - M 36.4' • 18"PINE 36°5 / i 14 PINE .y -18' PI 14"PI 4 PINE ,� 'S 4^ RY 4 YERR 4 MAC
( - -. 6 �� ^7 i S d2 / /� 28"POPE 1 1g"PINE, `r" 4"CHERRY -
;
6 "'. - ;� 6.J' 001' / / - 2 ' _ I'{E� _ �}8"PINE 8"CHERRY ,O _ / =.4e 22°PINE 26"PINE
42^PINE y4'GDM 1 ,J/ / / - 15"PI / n 18"PINE 8"OAK
J 14UM -14 PINE36. // d2.6 \� �� 'y'j .,/S/ �0'� / - 16"PINE E:` - R"1' 22"PINE rypBVE 10°CHERRY` /12"OAK { , �� \ ��- 1o'GUAt
S-21 " _ 6°PINE / •� d � �\ '13, ' / 32 ///'/ 'h 1/"i J6iNE - , 30'PINE _ -.. .� 3T3'12"PINE 6'CHERRY \3j „�, 20gPINE ia"PINE, ` > o'PINE L4'PINE _
UM /j32.6/ 31.T� ' / / •y / 10"MAG.. 15 MAPLE 15) PINE 20 PINE jp ,.i - u =* 24"PINE 22 PI 20"PINE d72' 16 PINE 611
-d61 14°PIN�//rI / 33'aiI / / /7) i 2 C' - 24 "PINE •/ ��-, ' 1U C � 18 PINE /'b1b - � 18^PINE ^�
NE 19" i6"PINE 6^PINE M d1.5 325' , + / / /d 7 ''':' ' _. ,,,
'PINE ti
18'PINE-20"PINE
_ _\ / / -32 . ' �- 1 E .- 18' PINE lE INE 18'PINE - 14�PINE
RIN 18 PINE 20"PNE '' - - 36.4' /^•i / /� � 366' 24'FINE - 372 y'fc- 20'PINE 375 20"PNE
' 31.5' '< 'o / 24"PINE _ �1 20 PINE ",.•18"PIyEF.
VE _ - a 1 PINE 15"P 32"PINE / 20 PINE ' .; 0 PINE - 22 P 24°P14 PINE - J 24"PINE] / 3 4
18 ME , 'g� // 10"P �� 28"PINE TO _1.."a - v .i4 22 PINE d7.4' 227p ' g$' /
%]_ / // % 20 PIfI INE 374 / " #- 'S 4
18'PINE 36.0'i„ "MAG. / ry d�3'4 /@7E'--@e.l 306 •,/ / 18"PINE 18^PIKE 20"�NE* ��6 CHERRY y'• �,�0"PINE 12"GUM tYCHERRY 14^MAG. 100AK
' 12 GUM / ..� 111ggg 9'1��� \ ° A / /3 y ^;18"PINE '•_.6-GHERBy �^€,+37.3' 10 OAK
�.-14"PINE / / / / 8 6' w 6.5 20° I_N ea., 18"PINE 22"PINE ; 6"CHERRY ''1 \--'-.
/ c' % f ro 20'PIN ' 4r 14"PINE PINE
3s.7'•/6// 'n ' r /+258 N 4 ,,73 E 30'PINE 16"PINE
' 2"GUM / h'1 i'-/ \26 2j ° // // °373 ,l 20'PINE66'•r 2-16'MA •`20"PINE "` - 2�PINE �'� ,., 25"PINE i6"PIN (4)1�PINE
a / 6 /�3 31/.7' 20 PINE_ , �11YPINE E `j '` 1K r .` 1A� E \ 20 PINE 1
IN 2'GUM .� / / / /�/ / / �' / j 3� ,, s"M 15'PINE 18TINE 14 PINE 3 3 -37 ���
18'PINE "5 i �/ / / / 24"PINE _ r Pn ,20"PINE ,10'OAK
q 30 PINE i6�PINE `g;Y
3,Y/7 452' i ,{c�/ 2"PINE 18'GU l2)6"OAK 'PI �j 14'PINE \ 20"PINE 17"PINE a ,y 10"CWERRY 16 PINE Y. /
14°PIN /�� �� /// _ _ M` 0 10 GUM \ _ - 12'MA .' v 4"CHERRY _ 76^PINE /3� 7.3'
"14°PINE ,,..// / i / } 12"GUM 13"PINE 10"oAK 8O ;t,,�22"PINE ,/ 14"PI E�74'�INE „--� 18E 5"PINE4"p� ERRY i� 37.5'
14 PIN OVE re UCTURE / / / - ��18"PINE 3B 5' / 1 T 20 PINE
36.6> / Ri 7 (\� / / d�/,n 18 PINE r`� 24"PINE N :ij
18d"P6NE - , 36.' TOP:( %P: 33. J�49 8 a/OFT? 7 30"PI 37.17)2PINE �'._ 2 .24"PINE OPLAR C
/ -'E 22'PINE O6"MAG -,� e 12"GU 10 24"PINE 0 PINE S 12"P TFINE�"6 HERRY 26"PI
j 36.9' / ' / / 37.6' 18"PINE rl 690"PINE 366' PINE "`,.? " _�630"PINE 36.T///
2j / I 18"PINE r 1�1 1¢"
\ 20 PINE 3� Y�: �OO. // 18"PINE #S 5 'r 3s.8� •� �`- t >'12'POPLAR_ 366'
2 i0 / / / 17"PINE 12 GUM >•''�•r ip MAGNOLIA 12 OAK 10 GUM
37.1' 18"PINE gI • ),37.0' "M 22'PINE 36 32 PINE �tP'PII�E' 26"PINE a.
k� RCP: S3q' (% / / 37, a^ i r 30'PINE LT3'
7.3' 373� -r' }` ,..c6 • 18'PINE 12"GUM'
06'� J �49, • % 1 .' 12 GUM 9„ L �12"PINE 14"PIN \ \ 10 OAK 6 CHERRY 36'PINE 30'PINE� 30"PINE \ ri30'P NE ' `^' / °/
"/ 8"MAGNOLIA 6"MAGNOLIA^ 2 PINE 6 CHERRY , NE \ 365ri11 30"PINE 30"PINE °37.6'
30.8' //ai.2'/ /' 7� /v 20'PINE
��, 772"OAK ;U_ 24 FINE „2"PINE 60"]PINE�2 PINE 2
7.4 \ \ \ \ E 3'j/ /"`.4/ 6"CHERRY a ;/ -�.. /?�\\ �j ', 12 OAK "cam" 36 6' / /�
' 14"MAGNOCA369 7fi°PINE 18'PINE 16 PIN 'Ifi"PINE 10 CHERRY, ��69 16"PINE �+s�N`' p't�
IN PINE/� / 2S 384' -- 20"PINE 10'GUM .�
- \ \ /// / 361 �. `�16^ E\ 'v� 12"GUM ( r 37218 2 "PIN - 14'PINEHERRY -36- 6
\\ \a�i2.4' } i d10^\, B d83 8.6\ r y="PIIJ�/"3 y..�..,r 18 PINE 71 369"�8"MAGNOLIA \ / 35.3=/
'j6 112'GUM 3s a1g.PIN u.'•• :-`` 1 i,.(2)24'PINE 12b'AK .,/ A 7.4'
\ 37.3' .7. v n ^ 4"GUM 15 PINE ' 36 9 l
\ \\ 3 31 OAK \. \ \ Z` °�' ->"3 15'PINE 15°PINE >• "INE-37.1 :)
\5P
4' s _A, -
"No 22"PINE 12'PINE �10'GUM14"ENE = g
\ /� ' S' 37.9 8.4' h„ 1 < '6 0 GUM
\\ \ \\ \ ,32.0' 1iz.a /' �( 37.T 1 UM < 13'GUM v7, 'r'� ( \ 32 PINE `_ Jd6.9' e/
\\\ \ \`�>• \ \ 31.6+� //45'/ 20 372 Z 12 PINE. \ 9y 28 PINE36.9' 120AK p /
J " " 37.T• 7 INE x.�22 PINE 22^PINE �� <
40.0 A 7 37.4 �`7, � \ Zvi 32 4/ / i \ JO ` - 3j� GUGr 12"PINE \ �0 MAG '1112"oAK 37.0
\\ 388;- 26-PINE 24'gINE ..> \' 4,
40.2 \ \.3�25�, / i d6s' 38.1' 18"PINE ,,�373'1a"hINP �12"PINE17°MAGNOLI�4
38.0' 36.9 \ \� ''d70 - M a� 377 6'MAGNODA - 18 PINE 12 PINE 12'GU 18"PINE /�^ 37.E' 37
--o \ \ ' / O 10 MAGNOLIA '20 PINE , .5 y H- 22"PINE
\� 37.6'< 6.0' \ i Q/ 'A".` a.""PINE r�, y 1
�.,yi\ \ _ A _7' C7.1 ter\ x 1. 20"PINE �ppee{{�� tl�'12 PIKE �•` 371 < Lys- PINE .12"oAK / v o37.2
3\ y,��37.T LRIPR 37.6� A 'u.�'37 �'• _ "MAG 12J6"CHERRY IS PINE �4"CHERRY ''T~ ^- 12"MAG �d6.5' ��, ���� . 37
GENERAL NOTES �y\\ \ \ � y� 36 8' \37.z• a'CHERRY 20"PINE ,` 1a"PINE 'v-� `�2"PINE 1z"PINE 4
39.0 9.6 ° I `b '$ / \ '� 371 '0, GUM ' Q
\ / 39t 373 *24"PINE z INV 15'RCP: 33.24'
1. THIS IS A TOPOGRAPHIC SURVEY. _/ 39- \ 40.4 ��>" 3s J az38 24'PI,NE 20"PINE 20"PINE:r to"PIN�f 14PINE 6
/ \ 0 "3 d6,7' 15^PINE 24'PINE ,� J73' fl"CH,�FRRY =26"PINE �76 1 03T3
INV 12"CPP: 38.04' 9' \ 8"MAGNOLIA 0"OAK 6"CHERRY 24-PINE
2. ALL BEARINGS ARE REFERENCED TO UNCW PROJECT GRID. 0 a s 22"PINE 37s' 1z"MacNouA 4"cHER Y 367 vizoAK 37s' s
�' 5.9' :='':, - 7a' 18"PINE" acHE, 16"PNE ,.ti . •' ,ij / �� 37 CONCRETE SIDEWALK
BENCH ON
V \ as.5' a 3. VERiiCAL DATUMELEVATIONS ARE REFERENCED TO UNCW PROJECT GRID. \ ® 1z oAK J "°^ � /� �'�`� 20"PINE ro MAc -`?�- ��.il =� 1a PINE � 12 oAK':. 36 '
' 18°PINE / NE 24 GUM 375 2
4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. CONCRETE PAD bbbY \\ \ s"PINE ass: / za"PINE "„, o"PwE CHERRY
FLAG POLE 3g,31 \ 1� r 12'PINE 374 372 24 PINE �1 20"PINE 10"G M378"MAGNOLIA
5. UNITS ARE U.S. SURVEY FEET UNLESS OTHERWISE NOTED. �37\\ w.e z'PwE 12"PINE366 v 37 a"cuM E. §"PINE . a"cHE Y a7r t 4°PINE 037s
_ �- 12°OAK .+� ,-
��I ° 1.1 6 3' „ 24°PINE >^7rH .' < 8"GUM ra
1 \� \--1k"PINE^y .I72 T� :i'l- �/ 4"CHERRY Y";,„r� 18•PINE <'1 i< v s24"PINE � SCHERRY �,,P, 16"PINE / "�iy�37.7' 7 37
6. AREA BY COORDINATE GEOMETRY. 'Yk +
7. NO GRID MONUMENTS FOUND WITHIN 2000' OF SITE. STORM MANHOLE ze ��� S so GRPV�R z6Tn ��/ �o"PINE z"cuM 1o�vuu o'GUM 20^P� // 3za' b
RIM: 40.94' ea V \ 39 s"PI 12"cuM ;;26"PINE 28'PINE
181NE 18"PINE
12 PINE
"PINE
24"PINEIll 14'PINE 114v- ---36.6'
38.4w' `\ \ 9. 9N
A 3
9�
•1jF
yT
3!
SANITARY MANHOLE ITT
RIM: 39.44" 38.1
INV 24'RCP: 33.23'
INV 24"RCP: 33.25'-
INV 24'RCP: 33.01'-
INV 12"CPP: 37.59'
`\
N
z
North:173,688.26
Cj
?-
yg1_
East:2,339,006.48
u3
Elev:37.01'
DROP INLET
0O u)
Q
o
TOP GRATE: 36.57'
Q
13- N
n
INV 12"RCP (SE): 34.58'
p Q
Z O
z
3z
INV 12"RCP (NW): 34.55
w
[ifCr
o
up'
INV 15"RCP (NE): 34.53'
m
INV 15"RCP (SW): 34.40'
a
L =
rn
CROSSWALK SIGNALS
w
O
rn
ELECTRIC METER
6 =
o 0
37.1
3 r CONCRETE CROSSWALKS
O
rn
N
\\o
M
37.0
PEDESTRIAN SIGN
=
f
.s BUILDING DIRECTORY SIGN
~
po' z
Q CROSSWALK
SIGNAL
STREET "GREEN TRACK" SIGN
3'
/
3fi SIGN 36.7
CONCRETE SIDEWALK
6
DROP INLET
w
TOP GRATE: 36.21'
INV 15"RCP (NE): 33.95'
ry
s
INV 15'RCP (SW): 33.91'
- 36.8 %ODD POSTS (TYPICAL)
TRAFFIC SIGNAL CONTROL BOX
6'
CHAIN LINK FENCE
U
-INV 15"RCP: 33.82'
9 ' / IS°PINE'- 6 MAGNOLIA
8. THIS SURVEY PERFORMED AND MAP PREPARED WITHOUT BENEFIT OF A TiTLE REPORT. THIS SURVEY DROP INLET 3 \ 4 7 e.o-aSs zs"oAK 2zPINE r 3�3 uM yUM 383\
OG
SUBJECT TO ANY FACTS AND EASEMENTS WHICH MAY BE DISCLOSED BY A FULL AND ACCURATE TOP GRATE: 36.81' 9lr \ N `v 9/ 36 1a"PINE zo"PINE f 2,R 38 - 3zs \� �
TITLE SEARCH. SANITARY MANHOLE qL �7. \ •eCM ays �1, Ioo KINE za$wE za'PIN� ; 10 't i 2a'PwE /7 37 �p
C I 4� -I i 3"GUM 20^PINE 24'PINE s'r"t / �bj 7
RIM: 40.84' 4i 37 F \ z sMAG 20"PINE t2"G{M z4"PINE / i' v7' DROP INLET
9. FLOOD NOTE: AS DETERMINED BY GRAPHIC PLOTTING, THIS PROPERTY DOES NOT APPEAR TO BE 30.40' (TIE) T36 \ <o T� �` ta`PwE 1e"PINE 373 20"PINE / / / 378' 0377 �� TOP GRATE: 36.11'
S 4122'35' W \� 3A \ v 74 1s PINE �� g / /
LOCATED IN A SPECIAL FLOOD HAZARD ZONE PER FEMA FLOOD INSURANCE RATE MAP 36s \ 9c 12 of 3 �zz"PINE 10 NNE 5
�7 ` 1s'PINE �/ INV 15"RCP: 33.30'
TELEPHONE PEDESTAL 39.¢J 41.3 \ T\ 3j 16"PINE NE 20"PINE S-7 (2)14"GUM
#3720313700J, EFFECTIVE DATE 4/3/06. e \ z 36 1�INE 16"PINE 26"PINE 0" 2 cuM 38 // 1
3 _ \ / 2�PINE, i 8"PNE 26TINE , u 20"PINE
10. UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN (IF ANY) HAVE BEEN LOCATED FROM NV 12"CPP: 37.60' • . f a0.7p zT 4 o"cuM // /
COUNTY GIS INFORMATION, EXISTING DRAWINGS &FIELD SURVEY INFORMATION. THE SURVEYOR 3a. 390 a3 0. al:\A �\ t6 PyY� e°PINE z4 INE12%GUM / / �3zr
INV 30"RCP: 32.89' 3as / /
JV AQ >,�E 1Y INE r'11 'GUM / 37.a'
MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, v 3b� v h za PINE a"CHERRY
'9 A 0. 12 GU " �" c- 16°PINE /
EITHER IN SERVICE OR ABANDONED, OR THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE NV 12"CPP: 37.82' �' �TAq al-o' A� s PINE 30 PINE 1a"PwE 38.6'
EXACT LOCATION INDICATED. HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS os 1%el \\ 1a PINE z"oAK 6 /
\ 12TINE
IRRIGATION CONTROL 402 NT H 375'
POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE VALVE BOX TTOM OF DI ao.2 T v��� Al 12"PINE 3TV
�32 ���/' 3aoUNDERGROUND UTILITIES. \3 1aPINE�6
zsPNE3903 18�NE 11. COUNTY PARCEL #p05511-003-001-000 INV 30"RCP33.45' 0 50-8"CHRR A �> 14'OAK40I 0a 522PINE3839 47400
12. TOTAL SITE AREA: 410,141t SQUARE FEET (9.42t ACRES). 9 40.9 s Ja 37 y6
13. MAP N DFFD RFFFRFNCFS PFR NFW HANOVFR C(111NTY RF(:ICTRY CONCRETE "QUAD" SIGN 393 39 `' .\, 38 ° s.1• ,
TOPOGRAPHY CERTIFICATION
I HEREBY CERTIFY THAT THE TOPOGRAPHIC SURVEY SHOWN HEREON IS BASED ON AN ACTUAL
FIELD SURVEY MADE UNDER MY SUPERVISION AND ACCURATELY REPRESENTS THE PHYSICAL
FEATURES THEREON WITHIN THE AREAS SURVEYED AT THE TIME OF THIS SURVEY. THIS SURVEY
MEETS THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21NCAC56.1600)
0Pr•�tiSSlp tiy'•�
2QQo
SEAL j
s� Lee
i�'-1�gf4 tEi1vk0�.%
CONCRETE SIDEWALK 144OAK ao.5'• 4 3
BICYCLE SIGN SPEED LIMIT SIGN 404' Y� 1
SANITARY MANHOLE PEDESTRIAN SIGN
9.7
RIM: 40.14' RB
CURB INLET 402 s. 392
TOP: 40.06' ® y°,o•
S
INV 15"RCP: 35.42"
STORM MANHOLE 402 s 95
RIM: 39.94'
SANITARY MANHOLE 39 2"CHERR 49 9.8
RIM: 39.74' Q
7 2
"LEASING" SIGN 398
CONCRETE SIDEWALK 2"GH
CONCRETE "QUAD" SIGN 39 4
CONCRETE SIDEWALK
6 CHAIN LINK FENCE
38 STOP/STREET SIGN
CONCRETE SIDEWALK
-INV 15"RCP: 35.02'
-BOTTOM OF SLOPE
TOP OF SLOPE
Y'POPLAR
COVERED BUS STOP
ON CONCRETE PAD
{ ms
It
IS 'ION
COMM 5
BID SET
LL
10
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THIS 15TH DAY OF NOVEMBER, 2017. I JOB NO:
1 I d t y] '16" g/ 4 1064
SHEET C-1

11
Im
4e \
a a
O
4 p
GRAPHIC SCALE
0 25 50
I inch = 50 fk
E
' Know what's below.
I Call before you dig.
/ 44
�� li j' Iij/t r,�7 / b.51i1a165' d
}
1;i / ; l I L
/ � f
m.
I= i
@/
SEGMENTED BLOCK`
RETAINING WALL / �1 )) •• ; ` `}
(DESIGN PROVIDED BY CONTRACTOR)
NTRA T) (SEE r ,
NOTE erFes,
S 20*&54r W 125.1w m
Any
_ rt � (S 8 `$P/C�S' " • ' : S URItY .GATE
INSET rt ET - A» 70' X 10' SIGHT j / I ( E NOTE 9) I I
DISTANCE TRIANGLES
(BID ALTERNATE #10 SEE NOTE 18) (TYP.)
! F I
i t, PACES! IN ' I
I I
A
L I..
G �j, icy � ��ti �— --- —. _ _.I
TEMPORARY I I
CONSTRUCTION FENCE z
(SEE NOTE 12)
4.
5' SIDEWALK
Its
EXISTING Porto t- �I -AD—JD— — — — : JD ...W-W A3 's
212 LF 12 OD STEEL ENCASEMENT PIPE
/ (MIN. WALL THICKNESS 0.187'
(SEE NOTE 17)
.-i� EXISTING EDGE OF
I _ PAVEMENT
10:SPACES,` ^ :1,1; SPAGI'�-�": ; : 1•i:. f .'1..+."
J-..._...,- •L{• t I i t }
.EXISTING SUBSTA110N.�..,,--,.,.may„
t (
1
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c =d tt 5
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}
1.
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o
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S
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1 1
, 1 � `�9PA14ES ',i2 SP � ; : ," . ; ; � , =GATE FOR TEMPORARY
s'. i §
: I ,.. ... .. :: >...:�..:;.:.§ ''`„: ,'•:: CONSTRUCTION FENCE
' W `�'- : `"-�-_-. ....�-^_- `; * • b ,I SEE NOTE 12
I I I I IIA t )
t
t
1111 11
... .. ... ....
.. .. ... ....-... . . ..W:.
VAN
1 t \m
i
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ACC
•--:T3--SPA�.S VAN FINSET A Sp •6:$P E1 II tt "s
)
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I
ACC
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t Iii it "
+ .N ; •.(; ,7:, .. ,,; ,-,, ,;; „.;,,y,,•{ «„.., •., ,,,', , :Iy •y; BICYCLE RACK
..... - „
I tt xa
n 13,'sPAes ., :t�ACs:: (TYP.)(sEE DETAIL)
_= r-
EX. 24" STAND ^°
� —
I
I
CURB D GU AN I 1" , ; • SPACES :1Z $PACES ` ^ v- rt ,
ro
12 A
tt
:�.:; ,;1d",SPAC(=S,,. • --� ;1x«sPAc , ;:. 'CZ1 E
.�
FY2'
r ,`; ; 13 xRRAC,ES: #+- •'; 12 SPAG`E$ Y ' +
s1 I # I 1"$-PAC. SPACES -{ 1, y
PI oNs> DC,TON TEE c « A ARY
(SEE NOTE 12)
S 29W23' W 651.81'CP
I CF CF CF:—cr— a—cFc�—ems—¢—
.••» 1 �. SEGMENTED BLOCK SEGMENTED BL EXISTING SEGMENTED BLOCK RETAINING WALL
I'E RETAINING WALL RETAINING W: I o 1
_ _ �j '�� �'p T�7 DESIGN PROVIDED BY CONTRACTOR SEE I
(DESI'GyQ. PROVIDED"BY— 70' X 10' SIGHT ESN I1��81�77'Itl'Ygj _ ) ( o _ j
i IE? CONTRACTOR). (SEE DISTANCE TRIANGLES CONTRACTOR) (SEE .EXISTING WOOD POST
NOTE #19) NOlE..�19) (PRIVATE R/W) I�
,� � Sj�-T� c-' EXISTING WOOD POST -� p � � ,�
0
7
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC81111.
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY,
s•sz- s-
8
SCO # 17-17725-01
SITE LEGEND
SIGNAGE
• ► TRAFFIC DIRECTIONAL ARROW
ACC ACCESSIBLE PARKING STALL A
VAN VAN ACCESSIBLE PARKING STALL
ACCESSIBLE RAMPS
TYPE ® TYPE ®. TYPE C
ACCESSIBLE ROUTE
■n�Wiau�n�IW■ PHASE LINE
- - PROPERTY LINE
- - - RIGHT-OF-WAY LINE
— - - — - - — LOT LINE
— — EASEMENT LINE
— CENTERLINE
CONCRETE SIDEWALK
HEAVY DUTY PAVEMENT SECTION
SITE NOTES
1. PRIOR TO CONSTRUCTION, ANY DISCREPANCIES BETWEEN THE CONSTRUCTION PLANS,
SPECIFICATIONS, AND NOTES SHALL BE BROUGHT TO THE DESIGN ENGINEER'S ATTENTION
IMMEDIATELY.
2. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY 111E OWNER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING NTH CONSTRUCTION FOR NECESSARY PLAN OR
GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY
WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF
SUCH NOTIFICATION HAS NOT BEEN GIVEN.
3. THE FINAL CERTIFICATION FOR THE PROPOSED STORMWATER -MANAGEMENT FACILITIES WILL
INCLUDE A CERTIFICATION BY THE ON —SITE GEOTECHNICAL ENGINEER THAT THE
GEOTECHNICAL ASPECTS OF THE PROJECT (I.E. COMPACTION AND INFILTRATION
REQUIREMENTS) WERE CONSTRUCTED PER THE APPROVED PLANS. THE DESIGN ENGINEER
SHALL BE PROVIDED WITH REPORTS AND CERTIFICATION, BY THE ON —SITE GEOTECHNICAL
ENGINEER, AT THE END OF CONSTRUCTION, THESE REPORTS AND CERTIFICATION WILL BE
REQUIRED DURING THE AS —BUILT CERTIFICATION PROCESS FOR THIS STORMWATER- FACILITIES.
THEREFORE, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE
ON —SITE GEOTECHNICAL ENGINEER FOR OBSERVATION AND TESTING SUCH THAT THE ON —SITE
GEOTECHNICAL ENGINEER CAN CERTIFY THE CONSTRUCTION.
4. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR NECESSARY C
OBSERVATIONS AND TESTING NECESSARY TO PROVIDE AN ENGINEER CERTIFICATION OF ALL
RETAINING WALLS.
5. IT IS ANTICIPATED THAT DEWATERING MAY BE NECESSARY IN THE EXCAVATION AREAS (E.G..
SUBGRADE AREAS). THEREFORE, THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND
MAINTAIN ANY PUMPING EQUIPMENT, ETC. NEEDED FOR REMOVAL OF WATER FROM VARIOUS
PARTS OF THE EXCAVATION AREAS, DURING PLACEMENT OF FILL WITHIN THESE AREAS, THE
CONTRACTOR SHALL KEEP THE WATER LEVEL BELOW THE BOTTOM OF THE EXCAVATION /
CONSTRUCTION AREAS. THE MANNER IN WHICH THE WATER IS REMOVED SHALL BE SUCH
THAT THE EXCAVATION BOTTOM AND SIDE SLOPES ARE STABLE, WITH NO SEDIMENT
DISCHARGED FROM THE SITE (I.E. PUMPED WATER SHALL BE DIRECTED TO AN APPROVED '
EROSION CONTROL DEVICE PRIOR TO DISCHARGE).
6. IF NECESSARY, ALL UTILITIES TO BE RELOCATED SHALL BE COORDINATED WITH UNCW.
EXISTING BUILDINGS SHALL REMAIN FUNCTIONING AT ALL TIMES. CONTRACTOR SHALL MAKE
ALL EFFORT TO AVOID AND MINIMIZE UTILITY SHUT DOWN DURING CONSTRUCTION. NEW
UTILITIES SHALL BE INSTALLED AND TESTED PRIOR TO EXISTING UTILITY SHUT DOWN.
7. CURB RADII ARE DIMENSIONED TO THE FACE OF CURB. DIMENSIONS FOR CURB ISLANDS ARE
TO THE BACK OF CURB.
8. CONTRACTOR TO COORDINATE NTH OWNER FOR COLOR OF PAINT STRIPING IN PARKING LOT.
9. CONTROL ACCESS GATE PREFERRED BRAND IS MHTM MICRODRIVE MAGNETIC ACCESS
BARRIER. SOS SIREN SENSOR TO BE ADDED AS EXTRA COMPONENT.
10. CONTRACTOR TO POST "NO INTERACTION" SIGNS (PROVIDED BY THE OWNER) A7 THE JOB
SITE TRAILER AND AT JOB SITE ENTRANCE.
11. PARKING LOT LIGHT POLES AND FIXTURES WILL BE INSTALLED AS PART OF THIS CONTRACT. D
12. TEMPORARY CONSTRUCTION FENCING SHOULD INCLUDE SCREENING FABRIC OR PRIVACY
SLATS..
13. SIDEWALK AND STAMPED CROSSWALK ON THE SOUTHERN SIDE OF HURST DRIVE SHALL BE
INSTALLED PRIO
R OR TO THE DEMOLI110N AND REALIGNMENT — E LIGNMENT OF THE CROSS TY TRAI
L tl ON THE
NORTHERN SIDE E OF HURST DRIVE. DETOURSIGNS
IGN SHALL
ALL BE POSTED AT BOTH TH ENDS F E 0 E
RELOCATION TO DIRECT PEDESTRIANS ON TO THE NEW SIDEWALK DURING CONSTRUCTION
ACTIVITIES FOR THE BUS TURN—OFF AND SIDEWALK REALIGNMENT.
14, SIDEWALK INSTALLATION ON THE EASTERN SIDE OF MACMILLAN AVENUE SHALL BE
PERFORMED DURING THE EARLY STAGES OF THE PROJECT.
15. DURING ROADWAY IMPROVEMENTS ALONG HURST DRIVE, CONTRACTOR SHALL MAINTAIN TWO
WAY TRAFFIC. IF A LANE CLOSURE IS NECESSARY, CONTRACTOR SHALL WAIT UNTIL SCHOOL
IS NOT IN SESSION AND HAVE FLAGMEN REGULATING TRAFFIC DURING LANE CLOSURE.
16. CONTRACTOR SHALL PROVIDE 14 DAY NOTICE FOR ALL DETOURS TO HURST DRIVE FROM
EXISTING PARKING LOT PRIOR TO ANY LANE CLOSURES.
17. ENCASEMENT PIPE SHALL BE INSTALLED AT THE TOE OF THE DAM, OUTSIDE THE EXISTING
PUBLIC R/W LIMITS WITH A MINIMUM OF 3' OF COVER. CONTRACTOR SHALL HAVE
UNDERGROUND UTILITIES LOCATED AND NOTIFY ENGINEER OF ANY CONFLICT PRIOR TO
CONSTRUCTION.
UCTIO AREA SHALL BE STRUCTURALLY COMPACTED.
COMPA GEOTECHNICAL ENGINEER SHALL
BE INFORMED OF THE INSTALLATION TIMING IN ORDER TO COORDINATE NECESSARY SITE
VISITS.
18. THE UNIVERSITY IS CONSIDERING THIS ALTERNATE ii 10 AS-A_MODIFIED CROSSWALK
CONE GU RA 1T 1 ON TO ACCESS THE WESTERN SIDE- F 0 MACMILLAN AVE. BID ALTERNATE tO WILL E
ENTAIL THE UNIVERSITY OBTAINING PROPERTY, AGREEMENTS FROM THE ADJOINING PROPERTY
OWNER.
19. CONTRACTOR SHALL PROVIDE SEALED ENGINEERING DESIGN FOR SEGMENTED RETAINING
WALLS INCLUDING SSA ANY NE HAND I N NECESSARY AN RAILING SYSTEMS.
'Alrovo9 0001 e5)
r GRAPHIC SCALE
50 0 25 50 100
I inch 50 ft:
BID SET
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
7 8
m
.,
N
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a ~
R
of
A
f 1
,,�r�aurrrrr,��
CARO4
J�o• E55
=a
27436 -
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ITTM

i a 3 4 6 s 7$
SEE SHEET C-7 SCO # 17-17725-01
EXISTING POND ..,.. _... - _�4im`..; ...L.3
_ _.... -erg-. �.,�--1if;:.- --- _.. .......�•,
EDGE OF
1
/ JJJ �..,.... °''s'�"`'Y`. CONCRETE WHEELSTOP PAVEMENT (TYPJ s ,
N TURN D04 R/ J ��.... ••,N�,.- I
(�e k'0
s s
E BFLUSH W P4iVEM�,):!'f U 9 U
V-T SR NR L J 3,R 3,R ?,
v
10 SPACES 11 SPACES- — — 11 SPACES c" i
C
�.
i
il
f�PAIMENT
EXItING EDGEJOF
�":TYPE R-4 ACCESSIBLE --.,,
�' .:::.. FLUME (TYP.) ;� ACCESSIBLE PARKING
::: o SIGNAGE
RAMP (SEE NOTE 1)
l .. :_ ..
1 v v .. .. ..
... ........ .. ..... .. .. ... .. ........ .. .. ... .. .. ,. .': � g - yyyy .Trt ;� `a_,,.'•n..
? '!! i3{s--m...+...... ........ ® I ....... .. .. ........ .. .. ......... ...... ..... .. ...... .. '..: ' .. ...
iiat ...._®..,.. tr;.t _-._...._. .m............ ...... ....'....... ....:. ........... .. .:..... .. .. lfY. b°OIV.PrREiE .�JIPSWAIaK - a � � � _ � `'�..•=.�-.,':--•
I'
1 Y,r
kk
LN 'ED caa ..-_._._. , --,._ e REMOV LE SAFETY
`
-. I I90OC C� .P
RETAINING WAIL S 29*0 23 W 65I 6I SEGMENTED BLOCK 4
- ? `:.. •gpe. �� 3. a ..._ _,.. ...,. ..
(DESIGN PROVIDED BY 30'R RETAINING WALL REMOVABLE SAFETY
SEGMENTED BLOCK
11 s ,rr^..� .._
ECJI 1!MlIF.4
...-. (DESIGN PROVIDED BY v
ti .,_. CONTRACT
._..� .,.e.,.._., � ,` I �... :. .f. 91G dS PROVIDED
_........ _... —. _.. __ - .� — _.._ �...�.. w __ ...._ .d-CONTRACTOR)-
a � _... _.... ..... (DESIGN PROVIDED BY R)- .,__ ..... _ ...., �
MILL 2" OF EXISTING CONTRACTOR) DETECTABLE WARNINGS ► 7' WIDE STAMPED ASPHALT ( '
reel. — — — PAVEMENT TO BLEND _ — �. EXISTING EDGE OF (SEE RAMP DETAIL FOR `SPBi=D HUMP CRO SWALK y�'�
TIE IN. _ —70• X 10'. S1 HT- — — — — PAVEMENT _ _ SIZING) (TYP.) M.
3d I TM # — — — — b. (SEE DETAIL)
M 7' WIDE STAMPED ASPHALT 6' CONCRETE DISTANCE TRIANGLES - -' 7- o _
SPEED HUMP CROSSWALK SIDEWALK (TYP.) 8' CONCRETE —
�.,1 (SEE. DETAIL) TIE-IN EXISTING
SIDEWALK
s ; I __. _ _ _ HAMILTON DRIVE L_.
�TE
(PRIVATE R/W) TN
�
h � y
DETECTABLE WARNINGS
(SEE RAMP DETAIL fOR� I U
SIZING) (TYP.) ., -
Know, what's below.
Call before you dig.
SC
&12rd4i6id Construction,
S„ itw
,
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
F
1. SEE DETAIL T.20.01.5 ON SHEET D-1 FOR ADDITIONAL INFORMATION
ON R-4 ACCESSIBLE RAMPS.
2. SPILL CURB IS INDICATED ON THE PLANS. CONTRACTOR SHALL MAKE
CURB AND GUTTER ADJUSTMENTS AS NECESSARY, SUCH THAT
STORMWATER DRAINS TO STORM DRAINAGE NETWORK. CONTRACTOR
SHALL NOTIFY ENGINEER OF ANY REVISIONS PRIOR TO MAKING
CHANGES.
3. ALL RADII ARE DIMENSIONED TO FACE OF CURB UNLESS OTHERWISE
NOTED. LANDSCAPE ISLANDS ARE DIMENSIONED BACK TO BACK
UNLESS OTHERWISE NOTED.
4. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER ON THE
TYPE OF PRIVACY SLATS (MATERIAL, COLOR) TO INSTALL WITHIN THE
EXIS11NO SUBSTATION FENCE,
5. BUS SHELTER SHALL CONFORM TO THE DIMENSIONS AND GUIDELINES
SPECIFIED ON SHEET D-4. CONTRACTOR SHALL COORDINATE WITH
THE OWNER ON SHELTER COLOR SELECTION. SOLAR LIGHTING SHALL
BE USED FOR THE LIGHTING SOURCE.
6. SEE INSET "A ON SHEET C-5 FOR BID ALTERNATE #10.
7. REFER TO THE STAKING PLAN (SHEETS C-13 AND C-14) FOR
BEARING AND DISTANCES AND TIES TO GIVEN BENCHMARKS AROUND
THE SITE.
SITE LEGEND
v
SIGNAGE 1E 0 0 6 c , 11, ;�,
ACCESSIBLE ROUTE
TRAFFIC DIRECTIONAL ARROW ' t w 1 w t 1 w 1 l i
PHASE LINE
ACC
ACCESSIBLE PARKING STALL --
PROPERTY LINE
VAN
VAN ACCESSIBLE PARKING STALL — — —
RIGHT-OF—WAY LJNE
LOT LINE
ACCESSIBLE RAMPS — —
EASEMENT LINE
TYPE ® TYPE ® TYPE
CENTERLINE
CONCRETE SIDEWALK
SPILL CURB
N
GRAPHIC SCALE
30 0 15. 30 60
I inch = 30 ft
F
BID SET
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
8
9
R
Q•�o
J Z
xz
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°z
a�
0
a�
Z_ o
pz �
a
UNW-17060
NW17060-S1
R8
MAG
1 "=30'
F6-5-18
C-6
IE. =
m

i
2 3 s, 4 5 6
Iif — —I — — -- — EXISTING
COLLEGE RD - NC 132
I / S I (60' PUBLIC R/TV)
11
F� I
i II
% N; 173,695.35 1
E: 2,337,912.83 I
II I
1
l � I
d
5. SPACES 3'R y
t'j j i 1 3'RB EXISTING
I I
SIDEWALK 5' CONCRETE 24 STANDARD CU I I
A D GUTTER (TYP.)T,
I
el
8'R I co II
3R
SIDEWALK TO TIE
INTO EXISTING j +i 2
!�SIDEWAILK SCUPPER
(SE DETAIL)
q % I
H � I
5' TRANSITION FROM
L. / SEGMENTED BLOCK 24" C&G TO 30"
% RETAINI WALL v:' j �e. SPILL C RB (TYP.) GRATE. (TYP•)
.ir (DESIG �Y PRO DED o.. ----
4j. BY C ACTOf r
CTABLE WARN
(SEE RAMP DETAILIN
FOR/ �• R/k, j /
I II
`�F.• 4ACCESSIBLE PARKI�7% l8, j SR
SIGNAGE (TYP.) I 3'R I
/ 1,
� AccEssleLE
1 ti
RAMP (TYP.).
10'R IR10'R
3'R 6 SPACES tar
�■ N _�
7' WIDE STAMVED ASPHALT: % 15 R 3'R 9 SPACES 3•R 15R 3
SPEED HUMPC CROSSWALK /
(SEE DEfAILY / ;� ACCESS I ACCESS
11 30'R GATE GATE
MILL 271 OF EXISTING
PAVEMENT TO BLEND
D 10'R / 15 SPILL CURB
/ 30'R �, 10'R I 15'R I ( IL)
SR
_SR1
; ` 11 SPACES I
EXISTING 24" ' / r," ,�. / y. 19 SPACE
STANDARD CURB AND , �4
j I
GUTTER (TYP.)' /: 'J,f& / Go
/
"" ' - �' / • • 2e STANDARD CURB
I/ SITE LIGHTING AND GUTTER (TYP.)
(IY°M) CONCRETE _
70' X 10' SIGHT FLUME
," ; . , 1 j� t / // /• DIcrypSTAj CE TRIANGLES •••\ ( Knowwhe s below,
Gall before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNINGCONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC81 I".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
a
/
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/ POND
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SEE SHEET C-6
1 2 3 4 5 g
7
I
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SCO #
17-17725-01
SITE
LEGEND
I
SIGNAGE
��►
TRAFFIC DIRECTIONAL ARROW
0
ACC
ACCESSIBLE PARKING STALL
1
VAN
VAN ACCESSIBLE PARKING STALL
(�
ACCESSIBLE RAMPS
TYPE Q
TYPE (1) TYPE Q
ACCESSIBLE ROUTE
*uwil�.i�wlfwli■
PHASE LINE
— —
PROPERTY LINE
— —
RIGHT—OF—WAY LINE
------
LOT LINE
—
—
EASEMENT LINE
—
CENTERLINE
CONCRETE-
SIDEWALK
SPILL CURB
Pr SE
I. 27
B
% FtiC
l
SITE NQM-
1. SEE DETAIL T.20.01.5 ON SHEET D-1 FOR ADDITIONAL INFORMAMON
ON R-4 ACCESSIBLE RAMPS.
2. SPILL CURB IS INDICATED ON THE PLANS. CONTRACTOR SHALL MAKE
CURB AND GUTTER ADJUSTMENTS AS NECESSARY, SUCH THAT
STORMWATER DRAINS TO STORM DRAINAGE NETWORK. CONTRACTOR
SHALL NOTIFY ENGINEER OF ANY REVISIONS PRIOR TO MAKING
CHANGES.
3. ALL RADII ARE DIMENSIONED TO FACE OF CURB UNLESS OTHERWISE
NOTED. LANDSCAPE ISLANDS ARE DIMENSIONED 'BACK TO BACK
UNLESS OTHERWISE NOTED.
C
D
P&
gal
Fz
GRAPHIC SCALE CH
30 0 15 30 60 D&
sci
L inch = 30 iL
DE
F Sim
SET
FINAL DRAWING NOT RELEASED FOR CONSTRUCTION
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UNW-17060
UNW17060—S1
REI
MAG
1 "=30'
6/-5-18
V_7
AcADAMS

a
1 Z g 4 g 6 7 8
SCO # 17-17725-01
EXISTING PARKING LOT(TYP.)
s ,
t
- _ A
., .- - _..- _ _ - _ __ - - -_
07
BICYCLE RACKS
-i (SEE DETAIL)
- r Ga �" 4y
0=0 _ C_=* . BUS SHELTER
' (SEE DETAIL) STA: 11+41 0
UNCW BIKE. 48.3T RT 1
. 10' SHARE AREA CORNER OF
CONCRETE AREA
STA: 12+05.19 ��..•e.:..--,..
48.24' RT 7 I c•t #
CORNER OF
CONCRETE AREA •" _ _
c ��'' {2) BENCHES
{ NEW CONCRETE SIDEWALK NEW CONCRETE SIDEWALK
TO TIE INTO EXISTING ,+: _
TO TIE INTO EXISTING jj
. (12j STATIONARY BOLLARDS
RNDOWN' SIDEWALK ..-"
.(SEE DETAIL) . (SEE -SHEET D 1):
106
R2o' p p p' . pO O. _ .E /
EXISTING ASPHALT 10. � � � �
'R20 �..�� � � B
SIDEWALK (TYP.) 70' ' .._ -- - p k k k k k k k k k 1.5' k k k k k k STA: 1ki+36A3 k
- ®-. -- - STA: 12+06.2 k k k k � k k k2e 3a' RT
- - _ k k k k k k END�TRANskmoN k k k k
000400 00 000o END TF"SI7 kk k k k k A- k
a000-oo00004o x k k k k k k k k k k X k
k k k k k k k
k_ _ k_
k k_ k_ _k k - _1( - k k
T:
k �- k- k k ! k k k k k k k k k i
C`°\�' ` � STA: 10+64:63 i
`-EXISTING EDGE OF MILL 2' OF EX. ASPHALT TO EX, EDGE OF PAVEMENT 16.14' RT
PAVEMENT BLEND WITH BUS TURN. -OFF TV BUS TURNOFF BEGIN BUS TURN-OFF 0
STA: 12+41.79 HEAVY DUTY - 1 0 ?
16.14' RT PAVEMENT. '
TIE TO EXISTING EDGE OF EX. CROSSWALK
PAVEMENT (TYP.)
k
EXISTING
12+00 HURST DRIVE _ _ _ _ _ „� _ - -
r
's
12' BUS TURNOFF STA 1 1 +00.25 15.42' LT M I c
HEAVY DUTY TIE TO EXISTING EDGE NEW CONCRETE SIDEWALK & t Q to
STA: 12+68.73 MILL 2' OF EX. ASPHALT TO
15.80' BUS
BLEND WITH BUS TURN-OFF PAVEMENT - - EX EDGE EDGE OF PAVEMENT _ - - OF PAVEMENT-(TYP.)_ TP 4 V ~^ TO TIE INTO EXISTING t €D I Q:�
BEGIN BUS TURN-OFF. PAVEMENT z co
- - - - - - - -� --x - - -k - - -k - -k _k _k
�
k k k k k k „ EX. SIGN '
"`'^ti ...,. I M REMOVABLE SAFETY
k k k k k k STA: 17+45.96 k a I RELOCATE EXISTING " -W BOLLARD. W. �
�__» 00000° oa°0000°o°O�
k k k k STA: 2 o7?f0 k k k (9) STATONARY BOLLARDS k k k-30.68' LT k k v _ -
ooc.000000ao k k k k k27. LT k. wk.. k k k k END�RANSI-ON k
CROSSING SIGNAL (SEE SHEET D-1) t�
EXISTINGEDGE Of k (EE SHEET D-�) COORDINATE W "`" Z �.�
PAVEMENT END"TRAN ION k
. "--`•. ,� �ra� .»..e,.ti- et OWN k k k � k k k � k k k k k k k �.�` ,-- - _-1
w_- k k k k k k o 5' k auk— k �_ou _ r-1 O Z
cat .:.�....._� w .�...-- a, ,;.._.„. as a.. ,
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..74 .;
i. ,. R20' ^' -+ ,. m:r, .. 48' 4.9:
. TURNDOWN SIDEWALK
' (SEE DETAIL)
BUS SHELTER.. _ 'BENCH
a s a# .. (SEE.. DETAIL)... '( .TYP: SEE :DETAIL)
D
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U 00
(SEE. ELECTRICAL P S)
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
,�
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
Know whe s below. THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811 ".
Call before you dig REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
I
✓�
Tfaffic
Fire
SITE LEGEND
SIGNAGE
ACC
ACCESSIBLE PARKING STALL
VAN
VAN ACCESSIBLE PARKING STALL
4,10
ACCESSIBLE ROUTE
mob,=i,00l,1101„Milo
PHASE'LINE
- -
PROPERTY LINE
- - -
RIGHT-OF-WAY LINE
-------
LOT 'LINE
—
EASEMENT LINE
—
CENTERLINE
CONCRETE SIDEWALK
BID SET
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PROJECT NO- UNW-17060
.DJiNAYs UNW17060-S1
CBRCMW BY: RB
MMMmM
DRAWN Dx: MAG
GRAPHIC SCALE scA1.a' 1"=10'
10 0 5 10 20 DATB;_rJ_18.<
l000loolo F
S866T N0. w —8:
1 inch = 10 ft. j(�'
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION J McAnaNtS
NOW8

1
f F;
EX. 24" STANDARD
CURB AND GUTTER
(TYP.)
I
EX. SSMH (TYP.)..
I
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II ,�
2
s
EX. SSMH (TYP.)
l/� {1
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IL
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.EX. LIGHT POLE
(TYP.)Al
.
RETAINING WALL /
(DESIGN BY OTH RS)ln
/
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LIMITS OF
{{ / DISTURBANCE
LD�\i I
/ \ i
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2
1
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(TYP) /
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CABLE.(TYP.)
?r FIBER OPTIC
BLE (T7P.)
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I EDGE
OF
hAVEMENT
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# 17-17725-01
GRADING LEGEND
ENDWALL SECTION
CATCH BASIN
IT
DROP INLET
rioN
Q
A
JUNCTION BOX
TIDE
ti-
DRAINAGE FLOW ARROW
250.50
250.00
TOP & BOTTOM CURB ELEVATIONS
TW=223.00
TOP OF WALL ELEVATION
BW=213.00
BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
f 250.60
SPOT ELEVATION
STORM DRAINAGE
—CF—CF—CF—
TEMPORARY CONSTRUCTION FENCING
—TP —TP —TP—
TREE PROTECTION FENCE.
—LD LD
LIMITS OF DISTURBANCE
WOODED AREA
250
MAJOR CONTOUR
252 MINOR CONTOUR
------- 250------- EXISTING MAJOR CONTOUR
_252__-__ B
------ EXISTING MINOR CONTOUR
— — EASEMENT LINE
ACCESSIBLE PARKING AREA
(2% MAX. SLOPE IN ALL DIRECTIONS)
_ ¢ SEAL '
's 27436
C
L G(N ......
00 ACCESSIBLE ROUTE
AND DRAINAGE NOTES:
�G
1, CONTRACTOR SHALL EXERCISE EXTREME CALMON WHEN WORKING UNDER,
AROUND, AND/OR ADJACENT TO EXISTING POWER LINES.
2. STORM DRAINAGE PIPE SHALL BE CLASS IV RCP MIN. UNLESS OTHERWISE
NOTED
3. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN OPEN
Vj
TRENCHES AFTER PIPE HAS BEEN PLACED.
Z
0
4. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISHED GRADE
VI
ELEVATIONS (TOP OF STONE, 'TOP OF GRASS, ETC.) UNLESS OTHERWISE
5
NOTED.
Wa,
5. CONTRACTOR SHALL MILL EXISTING HURST DRIVE AS NECESSARY TO BLEND
BUS TURN-OFF ROAD WIDENING.
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6. SPILL CURB HAS BEEN INDICATED ON GRADING AND DRAINAGE PLAN. C
Ac
CONTRACTOR SHALL ENSURE ::ALL CURB. AND GUTTER DRAINS TO STORM
co
DRAINAGE AND MAKE MODIFICATIONS AS NECESSARY CONTRACTOR SHALL
O 1{J
NOTIFY ENGINEER OF ANY REVISIONS BEFORE MAKING CHANGES.
7. THE CONTRACTOR SHALL COORDINATE WITH THE HIRED/ENGAGED
ZCo
O W G
GEOTECHNICAL ENGINEER FOR NECESSARY OBSERVATIONS AND TESTING
E-4
NECESSARY TO PROVIDE AN ENGINEER CERTIFICATION OF ALL RETAINING
WALLS.
0co
W
B. CONTRACTOR SHALL REFER TO BYPASS PUMP AROUND DETAIL WHEN
'
INSTALLING PIPE CULVERTS IN THE EXISTING DITCHES IF WATER IS PRESENT.
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Pxwsor No. UNW-17060
Fumumw UNW17060-OAG1
>F
cwNso BY; RB
DRM BY: MAG
GRAPHIC SCALE
50: 0 25 50. 100 1"=50'
mra: - 6-5_16
1 inch = 50 ft F s>�er NO. C-9
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION MU McADAMS
8 �i

1 z 3 SEE MEET C-10 4 5 6 ' (� ?8
T70/ � T/� r � r r�� r r r r� r t r� r r r r � r r r� r r r r r r r r r � r r r r r r r r r r r r r r r r r tNP �� r r� r r r r r r r� r r r� r� r r�� SVO .# 1 7- 1(72r�•,O 1
I - - - - - v
-34 - - - - - - - -35-- A� /
/-zoo-
/ ! s s//
wT/�//�/I %/ E FIBERX OPi1C
\�
0 0.44x cA
;l �I l \ - - --- a�E
38.00
�\ i ,}t s // 37.50 '� 37.35 37.65 3 .
i a¢ /ssM (TYP.}- -' j l! lx/I jj/ l _ Gm si / 37.50
�{ / / C 'ADING AND DRAINAGE
A ; f; �I // / Q1 m / I \ LIMITS of ` CB-2D2 \ ) S� EX. UTILITY POLE A
11 1 { / / I \ DISTURBANCE .37 38.77l 3820
.\ 3z.. l/ / / - `'i? 111 9 .87 _ �` "\ 37.7a J@-101'� (TYP.) \ -
38.22 _ _ - \ ,I 's \ OTES:
37.72 / 38.
// EX. UNDERGROUND \ 37.70 38.70
J ( f / / / 1 $Z _ J \ ELECTRIC CABLE EI I JB-201 3820 ` \ 1. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN
_ _ _
b WORKING UNDER, AROUND, AND/OR ADJACENT TO
s $; ice i� `1 -6f / \ ( ) /{°. 3g 9 / \ v / - 3a4o ^ MSTING POWER LINES.
1 j ` / � 108 LF CLASS N 15' RCP
t I a 0-RING 0 OAIXPOOR a 95 3s4s 38. :o , �
37.95 37.80
30" RCP / / }3L l \ / m .� tD 2• UNLESS OTHERWISESTORM DRAINAGE NOTED. PE SHALL B CLASS N RCP MIN
t \ / \ 3a.fio 3e.s (n
r E
38. t 3. ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI
_ I \ 137 LF CLASS N 15• RCP COMPRESSIVE. STRENGTH.
LIMITS OF , _ { f"""' X� X"'• ( / i _ - _ ! 0-RING O O.SOx .95 NO I I ( DISTURBANCE / e :, } \ 1 / I 8.4 \ \ 4 TO
RISE SE N COPEN MTRENCHES AFTER WP PE HAS ALLOWED
ED
- \ OUTLET PAD I %' ,. ( ,g9 131 LF CLASS BIV 24" RCP I t
! 1 I I
3 -ec 1�- : L 15 W=7.5';T-18" '...f �J>3'� ,.: f: I I 0-RING. O 0.7 X ,`;• \ .PLACED.
/ / .. ,. CLASS B RIP RAP .... / �2 820 / \ .85 '� = � 6 \ ! \
I /) \� i e,�i. j. I I L - „ -5. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE
# I( /L I ( - - -- - - - - �V38. - is 3a.5s �- �� ri ' ' FINISHED GRADE ELEVATIONS (TOP OF STONE, TOP OF
FES-601 SPILL CURB (TYP.) I \ \ \ GRASS. ETC.) UNLESS OTHERWISE NOTED.
. '•. ( INV OUT.33.50i I III ! } / / 1 I \ \ \ - - - 6 .2
,y I SPILL CURB (TYPJ ^ \
/ - \ 6. CONTRACTOR SHALL MILL EXISTING HURST DRIVE AS
. - 24' STANDARD I III I. ., `�.., -3� �` . i.. g i 39. p 39.3a \ „ "I
Cl R6 kND GUTTER I I ! ,- , c� 70 39.30 III \ \3 INECESSARY TO BLEND BUS TURN-OFF ROAD WIDENING.
u� 3
I - - _ _.:: 39.22 { 98 i \ .70 9. 1 dy \ I 7. SPILL CURB HAS BEEN INDICATED ON GRADING AND
I \ e
E I) { 7 6 DRAINAGE PLAN. CONTRACTOR SHALL: ENSURE ALL CURB
38 2
. .: r: a �° ,�; • .. : \ 38.2 39:25 M LIMITS OF
, _ .., .'.: P .. se. / AND G DRAINS TO STORM'DRAINAGE AND MAT( s I } UTTER RA MY E
�\ I..EX. UTILITY ... .. .. .. .. .. .. ... ...:: .. .. ) 30 .. ... .. ...... _. .. 38.75 5 l DISTURBANCE
....,. - .. .. .. ., ..59.14 .. �..
4r ,.,.. .. ., ....,.:.. _ `�,.. _.. ... - ...... 38.93 � � ..._., .. .i .......... _..... .. }:C� �. )::.. �' MODIFlCATIONECESSARY.,CONTRACTOR
t � _.. _. _ .... _ •.... ... , .. .. .. � _.. .eo _,...... fw NS AS SHIU.L
�� , I LP � �,, .:... .......,, r::,...../..: _ � _.�.r 1pr ,..... ...... . � ... ..:_ L+^ ,, NOTIFY ENGINEER Of ANY REVISIONS BEFORE MAKING
3 �_
I
I r .-:'D y...:.,a:...,-° .-. -- �. '�.'" m "".. 40 29 ... 38. 5 :.. ; /. �'' f }4X j CHANCES.
:I _1 35 LF 30. NG i _ . 39.79 I n39 39.05 39:45 : ;. ;$ tD \�� is
�t� I i RCP O O.SOx1 - /
39 39 \ \ $. THE CONTRACTOR SHALL COORDINATE WITH THE
CB-203 I I 39.94 = GEOTECHNICAL ENGINEER FOR NECESSARY OBSERVATIONS
' C ao ( c8-1 AND TESTING NECESSARY TO PROVIDE AN ENGINEER
.•... ... i... . 5-600 .. .. .. ...::111138.95 r \ C'1 { EX I -400
i ¢ 3s.5s .. I CERTIFICATION OF ALL RETAINING WALLS.
iNViN.r3370 10.9a �� �.... '!./1
sa 61
7 I } / 40.00 40: 3a 4O 3s o5 { �
35.50 38.2o I �f{ ti°+ / �37% �`ipiaX �� / I I/r g 6 , 9. CONTRACTOR SHALL REFER TO BYPASS PUMP AROUND
7 169 LF CLASS N 15" RCP 81 CUSS N 18 RCP I'1 - - / - - - - 3es5 Y , ,� .., t I i
I I 4o:zp O-RING o o.65X I �� aoas DETAIL WHEN INSTALLING WA R I CULVERTS IN THE
g'71 • \ i 6 s EXISTING DITCHES IF WATER IS PRESENT.
41 ,82 e.20 L N N 18• RCP / -�� 78 LF CUSS N 15' RCP 11.tsx ....h�. G 0 0.88X 89."": / 121 LF CLA$i. 12' RCP 36 10. THE INVERTS OF EW-100 AND EW-200 .ARE SUBJECT
s I I 40.90 r.4s 41.22 38.70 Q \ 0-RING O 0,49% 396 _ TO CHANGE PENDING" HORIZONTAL AND VERTICAL
4ti I, U i III}I�l 40.40 2 l _ - { \3s.so -:::. VERIFICATION OF THE EXISTING FIECTRiCAL DUCT BANK.
. ' 39.t4 I .�`�".; I -0-RING O167
s H a 9. I I}{ I I I I4oso�. - / at25 - o { - ,' , C -103Tl I VERIFICATION SHALL BE MADE PRIOR TO ORDERING
i I I 79 3650 3670 + STRUCTURES AND THE OWNER AND ENGINEER SHALL BE
I I3 iII11�1 I J / 40.70 / ai:1s / 40. 2 39Ao CB-? i \ 29 _ l Ys L0 s.7o ! I '`' 6 NOTIFIED OF ANY PIPING CONFLICTS. FOR STORM
t _
I i IIWr-•gyp �f I}{{ I s a.
s 4t.a5 ao,o< 1 \ �.�'1 \ as.30 ; 37�40 DRAINAGE SEGMENT EW-200 TO JB-201. FLOWABLE FILL
I a Sig
I I L'� 1 / 4t. a s9. o I \ yp r ... 6 36.60 J }.:: SHALL BE PLACED BETWEEN DUCT BANK AND STORM
t t i I I/( I az. 40.4 I I I I h \ x g t i j 6 DRAINAGE PIPES AS WELL AS BETWEEN THE (2) 18 RCP
3g:1a ` I // 4os '� 3s.4o {.J 37 PIPES (SEE DETAIL). A CONCRETE COLLAR SHALL BE
1111 I a 39.20 w.4o 41.03 / 39.57 I "d INSTALLED BETWEEN THE 801TOM OF PIPE AND THE
r I I I \ - I SPILL CUR (TYP.) ao / w• / 9.07 DUCT d' gII I IIII I I III�I I I- { CONCRETE BANK FOR STORM DRAINAGE SEGMENT3s4o
.2% .1o% Cn 3700 EW-100O JB-101C
a 9 zp 6
I I a ( et \ 1=. 11. JB-101 SHALL 8E A 5' DIAMETER PRECAST MANHOLE:
40. I I \ SPILL CURB TYP.) o / 3e17 �-+ 1 / SEE NCDOT STANDARD 840.52 ON SHEET D-4. DUAL.
I I .50 I II \ 41.00 / 9. i $9. 9 )k i
6 d Z I PIPE BEDDING SHALL FOLLOW ; DETAIL ON SHEET D-4.
39.50 i 40.50 39.1 E�:: t, �j " I.
a .er 409 0o I { \ i I 39:83 p \ 41 g 3siiA} 3T
F
C I III I III a1.31 i i} II I IiI III i h I
\�I I I!
I ` Cat
gl 41.a215 F CLASS N 15" RCP 4zzo o oNG o 0.60z 120 F CLASS N15RCP 7iI/9- X
g s
I; I II I I �II I I 39• \ _--}F01
141.50 39.3�- I / - :J 40.25 .10 .; : �W j3 6 I -s. 6 g a
I'rI f /0 91/9IQI. `I9i1I9I
401y .63 xrS,EG
�.,4r0778 ( 5.75mR
, o
139\P3
. s
3s.67T A
47.90 1.03% 1.10% 4047
IkII I 4�41.t5 30.741illl,
.44 41.68
4t94 42.46 41.30 I10 40.85 ILl CURB
1.96 0I I : . ..'6.804.)
7 39.85
g9I I I
66t "_.;'.':_,:•:�_
l.
r'
A71AX. FIBER OPCI41:�4.17 4040 ABLE (TYP.)
1.9 1.56 z
41.48
40:e36.60
g4
:
;
ItDtill
,36ti.o 3
4111448
0
41.68 I 36.604o
' 3 N1 640
\.90 41.35 40. 41. 39.80
41.40 ai:8t18 iLF CLASS N 1 �' ,
40.50
RCP
41.RING O 0.95X9
jt60 t � 4t.4a 3970
4t70 1.38 4025 % 013: / C@-104
MENTED BLOCK RETAINING WALL �35 391. 41.204JOPROC40. 7TET UTILIPOE /
9 BE PROVIDED'BY tII
sv!I
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t#
} 'Q
'36\
1 It .:E(X.D..E.FSIIQGENR T
CONTRACTOR)
)1C '� 40 ;;�;✓. '77PAVEMENT �921LF CLASS IV 24" CONCRETED A RCP 0-RING 0 0.63X CB-209 FLUME 39.7
aao
41.40
ACCESSIBLE ROUTE�- - - - - - - - m - - - .. . . .: _ _.. .t .r,. .. :... 6Wa. ''.33.5p . -€i� *3d-`.9' a� r�.. u3 s.c'e ,w.�.....«_ .. y
I--- ----_ - - --- 1 s3.00 -
° EX. i�OIYP
g \ - 1�,
41
-- - - - - - - - - - - 34 -T✓f PROIECT'1'JT - _" _ s - - - - -36- - - - _ <.- :�s�-s�:
Ir :=s { --_--------- ---- -- - _- - -- 10cslcain RY -- --
_ rt awnlnesn
=-v- - - - - - - - - - - - - -°.r - -- - - -
A
- - - E f 1m-------- --- '----� er-Ts:-cr a a a --a '� ----- - ------ --- - - -- - - /
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I.
- - _ r�--sue- -a
OUTLET PAD EXISTING 15" RCP + 9 FES-502 .c #
! 1 I I t= c \ EX. EDGE OF -
L=12';W=8'tT-18' INV IN=34.20 d#
LIMITS OF CLASS B RIP RAP TO CONNECT TO € PAVEMENT g
/ DISTURBANCE JB-501 ( I 6 48 LF CLASS IV 24" SEGMENTED BLOCK RETAINING WALL
FES500
:
RCP O-RING O 2.00x TO PROTECT UTILITY POLE "
/ INV OUT-33.01 ;. (DESIGN TO 8E PROVIDED BY
(I I / / / JB-501 g ( EXISTING CONTRACTOR)47
s _
r 3t ?� RIM-38.73 .._. _....._. _..._ ..� I _........._ _._ _,. �_ .,.._ __ -
- - INV IN(EX iStaRCP).33.89 HAMILTON DRIVE -
5 [) INV IN(24• RC?)e33"24" L -
- � _ INV OUT-33.14- - - - -Ex. -15" R - _ _- _ - - - (PRIVATE RAW) - _ � G
ts'.1 qr.,-..e.........Aga...._...}(..,,.._'........«.y,..._......y._......,,x._};._y.-...,...`x,_..�y,'.....,...,x'...,.�.._.�.....,e..aa........: �'�..... .�_.a�.._......„-.. Oi
m_
Know
R
before you dig.
a • U>- #
b
4
CONTRACTOR SHALL NOTIFY"NC811' (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
EW-100
EN-200
CS-207
INV=34.31
INV-28.10
T/C-39.00
JB-101
JB-201
INV IN-35.75 (CB-208)
RIM-37.50
RIM-38.10
INV 0Ur-35'50
INV IN-34.50 (CB-102)
INV IN-34.35 (CB-202)
INV OUT-34.46
INV IN-33.50 (CB-203)
CB-208
INV OUT-28.37
T/C-39.80
CB-102
IMX IN=36.80 (CB-209)
T/C-39.20
CB-202
INV OUT-36.70
INV IN-35.18 (CB-103)
T/C.38.07
INV OUT-35.18
INV OUT-35.00
CB-209
TIC-40.60
CB-103
CB-Y03
INV OUT=37.60
T/C-38.53.
T/C-38.50
-
IN=35.56
INV IN-35.20 (CB-204)
IX DI-400
IINV
NV �(CB-104)
INV (CB-207)
T/G=350
34.
OUT-34. INV OUT50
INV IN-S3.21.(DI-401)
CB-104
T/C=39.67
CB-204
DI-401
INV OUT67
T/C-40.33
T/G-35.80
INV IN=35.80 (CB-205)
W
.INV T=33.94
lNV OUT=35.70 -
CB-205
T/C-40.50
INV IN=37.00 (CB-206)
iNIV OUT-36.90
CB-206
T/C*=328.
INV OLIt30
1 1 2 1 3 1 4
1.1
GRADING LEGEND
qENDWALL
SECTION
-CF-CF-CF-
TEMPORARY CONSTRUCTION FENCE
CATCH BASIN
-TP---TP-TP-
TREE PROTECTION FENCE
DROP INLET
_LD LD
LIMITS OF DISTURBANCE
O
JUNCTION BOX
WOODED AREA
w"
DRAINAGE FLOW ARROW
250
MAJOR CONTOUR
250.50
252
MINOR CONTOUR
250.00
TOP &BOTTOM CURB ELEVATIONS
250
_
EXISTING MAJOR CONTOUR
TW-223.00
TOP OF WALL ELEVATION
------- 252-------
EXISTING MINOR CONTOUR
BW=213.00
BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
_ -
EASEMENT LINE
ELEVATION NOT WALL FOUNDATION)
77
ACCESSIBLE PARKING AREA
+ 250.60
SPOT ELEVATION
(2X MAX SLOPE IN ALL DIRECTIONS
)
STORM DRAINAGE ss ss1
7
E
00° Lf
9�
GRAPHIC SCALE
30 0 15 30 60
i inch = 30 ft
F
Bm sir
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
8
PIP
y
♦ V
3
A
UNW--17060
UNW17060-G1
MAG
1 "=30'
6-5-18
C-14
IC"AMS

s
0
(L
a
m
os
in
x
1 2 g 4 6 8,
i
/I�
EXISTING
COLLEGE RD NC 132
(60 PUBLIC R/W)
EX. SSMH (TYP:)
Q'-
/
TE AND DRAINAGE
GRADING N
�- Q 5'
v f 1. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING UNDER, AROUND, AND/OR ADJACENT TO
EXISTING POWER LINES.
//� DISTS TURBANCE II II I 2. STORM DRAINAGE PIPE SHALL BE CLASS IV RCP MIN. UNLESS OTHERWISE NOTED.
to ___ 3 w ,_� I 3. UNDER NO CIRCUMSTANCES SHALL WATER BE' ALLOWED TO RISE IN UN13ACKFlLLED TRENCHES AFTER PIPE HAS
BEEN PLACED.
4. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISHED GRADE ELEVATIONS (TOP OF STONE, TOP OF
40. 6 40.77 40: 3
40\yy`o I GRASS, ETC) UNLESS OTHERWISE NOTED.
• �I 5. CONTRACTOR SHALL MILL EXISTING HURST DRIVE AS NECESSARY TO BLEND BUS TURN-OFF ROAD WIDENING.
h
6. SPILL CURB HAS BEEN INDICATED ON GRADING AN D DRAINAGE PLAN. CONTRACTOR SHALL ENSURE ALL CURB
.3 // I f f I I AND GUTTER DRAINS TO STORM DRAINAGE AND MY MAKE MODIFICATIONS AS NECESSARY. CONTRACTOR SHALL
40. 9 40.00 3 34 NOTIFY ENGINEER OF ANY REVISIONS BEFORE MAKING CHANGES.
• f 1 / � / 3s. b i
f / l ft:' - - - r 7. CONTRACTOR SHALL REFER TO BYPASS PUMP AROUND DETAIL WHEN INSTALLING PIPE CULVERTS IN THE
EXSITING DITCHES IF WATER IS PRESENT.
/ fEX. UGHT PJ
f f/� / , 8. CONTRACTOR SHALL USE NCDOT STANDARD 838.01 CONCRETE HEADWALLS FOR CULVERT CROSSING.
39.61-
,
31
ll l l $
l l�I f/ I i cps / l fll f f l a7.50 6.85 I ,
I l �// f.f ) f U `• if /l l I \.' �
EX..SSMH tT. / ..� % ) /! �'' \l ffff/ /lll I' . 7 SPILL CURB (TYP.)
/r.. RIPRAP PAD 7
CLASS 61$P ICK
AP
38 I f
/ rr EX. DI (TYP.) f ff f / ,t ;r `- ` .� ( b6 _......® e.... _..
/.35
/. JJ l / i TOP-39.48 / / 36.95
38.45
GMENTED BLOCK/ / // BW. 3q cj0 /\ CB-302.
u I l j TAINING WALL
,tDESIGN PROVIDED 300
+f39.50 I R ) 1NV=
33.30
BY CONTRACTOR)f 39 ce-307
w.Qo / $ T/C-39.20
f ( *J ET PAD / / // / / ! / / 40 ( ';�. 0 INY INV IN
-33 90CB-302)
1L-15;W-75;T-18" f f 4d 39.5 39:43 1
fl C).ASS 8 RIP RAP f/fff. /
ff I/I CRE�E/ENOwaLL /� 3s:6o 40.47 \ I TjC�.3s
18)//ff_ / - ^ \ �\ J WV GUT-34.80
`sC f l 40.7 \ I I
a:M ,o I
f INV OU7-33.2 {: 3s.87 .. -- ' 0- NLF
G O 0.74X RCR
i.... .�.. ,.._. .
39.40
040
(2) 80 LF 30' {0-RING) .08
.RCP CLAM IV A 0.4OX 1 / / . 2 ( I.
(SEE NOTE 7)/ (,S f 7f . 40.10
D / /i / / • 'a7- 4a.z 3939..72
62 i'
36.72 I I I
ccE(s1BLE39. TE i 36a2 �` l 3 so
I f
/ / SPILL CURB 36.00
'f w / I 88 LF ��715" RCP 35
O:RING
\0O.88X
/OF
(
; S RBANCE
(�sfr'r _ F��t' 1-1N�33. f/�ffl f // % �`\/./ I f-.\ ,/ 37.50 �0 f
CONCRETE ENDWALL ! I }
. 1 : l 5 fly 1 (SEE NOTE 51 i
IVELOGTY ISSIPATOR
i EU'-- dM.. GUTTY ; { / `.. �_ ,-_._ -_ EW 2100 _�. I I J'TH CK CALSS B8•
Pq
IOU
/ / Il/ / I -�/ TIET PAD
C 1CK
" / ` l if'f( a l - ( it ICL,ISS BIRIP IAP ■V o s below.
° - _ _ Call before ou di
LIMITS
-0ISTUF�BANC i
jl' / EX. TRIPLE 24' RCP
l
3e - - _ �% \ i , , I 9 � ='37_y - --r__- i
ILI
=____�\ � � � 11 I ,1 � I LEI � II �,,�
/,/; �! _ �, \ '� I 10121'Lx9WX PAD
OUTLET PAD IJ
/ F 1, f /l/ l f l l l l / \ \ \ 1 CLASS B. RIP RAP 12'Lx9'wx18^THICK.
CLASS B RIP RAP CAA
inra- -rf EX. 12 RCP i i
EX. POND
ff k; 9�r I
8 // li'-----------�
14,
�0 Ex ER�ouND'
EX. TRIPLE 30'
ll l �j 11 _.I `!k - - . -- - - - - D BANK (TYP.) - .
- I - _
25
---34------- i
se D1� Elw-_ - 35-
z�l - _ - - _35� - ew=T�
- - - - - - - - - - ` f: - '- 3�4eiii- iFr"'O EX. FIBER OPTIC~ r
I�I \ ._ -_ O 0.44X CABLE (TYP.) �., 15 EX. TEL MH
1 L fr /
I ! �I ! l _ rtr sL q1
u
SEE SHEET C-9 EX. UTILITY
` 1 I I s I. PEDESTAL (T 4 YP .) 5
...r, ( 6
SCo # 17-17725-01co
GRADING LEGEND a
i�
ENDWALL SECTION m
+n
CATCH BASIN
DROP INLET
Q JUNCTION BOX
DRAINAGE FLOW ARROW
250.50 TOP & BOTTOM CURB ELEVATIONS
2so:Do
TW=223.00- TOP OF WALL ELEVATION
BW=213.00 BOTTOM OF WALL ELEVATION
(NOTE BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60 SPOT ELEVATION
STORM DRAINAGE N CARO�•,,,��'
-CF-CF-CF- TEMPORARY CONSTRUCTION FENCING -TP-TP-TP- TREE PROTECTION FENCE
-LD LD LIMITS OF DISTURBANCE B 27436 '
?� Fi�t�
WOODED AREA :, QL� IN E ��P�,•
p `•.. URA 5�5 a`
�SsS+� MAJOR CONTOUR ����+�ann
252 MINOR CONTOUR
250� EXISTING MAJOR CONTOUR
__ _ -252__ ___ EXISTING MINOR CONTOUR
EASEMENT LINE
ACCESSIBLE PARKING AREA
(2% MAX. SLOPE IN ALL DIRECTIONS)
z
C)
W
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Traft Z co
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Pnom r No. UNW-17060
act+ Mw71: UNW17060-01
7�
06 9Y: F2B
T
1H� T GRAPHIC SCALE DRAIN BY. MAG
BIDSE 1 30 D 15 30 60 90AIR: 1n-301
nra 6-5-18
1 inch = 30 fi. F
BHES! N9. c i i
FINAL DRAWING NOT RELEASED FOR CONSTRUCTION !I
I McADAMs 7 J

1 Z 8
SEE SHEET EC-3 4 $ EX. UNDERGROUND EX. FIBER OPTIC g ' I jj �% +'J fi�{�
r a��+ .Cl PJ PJ It ELECTRIC DUCT CABLE (TYP.) SCO 7i 1 -1 / 7 lrjV-o,1
'>• /w�'s����Pt�T r I \�������26��y ar�w�����w---� �. BANK LTYPa
CIqFF� .�3`r--- y / \ r J
/ DISTU f BANCE / / / / /I / / II. ��_- _ -- _ _ _ _ _. - - - - _. - .- '-
_ EN-200 'Ef�tpp %
Eil( SSMH (TYP:) / % \ \ - - - _ -_ �. - - - - - - - - - - - - - - - - - - - -�. ] ys•, E �. _.._ --.a as = As / PRO
-A- TECTION / SSTA9E2 CONSTRUc-nON . SEQUE.i`
/ /���-
8((il I • �_ - -- - ; .. • • ^.-.- ` / ,,,, : ,, $;: 1.INSTALL REMAINING EROSION CONTROL MEASURES: FOR THE
... _ _ . I J PARKING LOTS ALONG HURST DRIVE, HAMILTON DRIVE. AND
m ml. �' �} �. I 1 �� �"�" �. I �. I i / MACMILLAN AVENUE, SIDEWALK INSTALLATION ALONG MACMILLAN
LIMIT \ 64 LF 18" DIP '1101 3 u .( I AVENUE. AND THE BUS TURN-OFF AREA ALONG HURST DRIVE. A
EXPAN POND 3gI tiS i 202 R O 0.42�G I / \ 6 EX. UTILITY POLE 20' TREE BUFFER ALONG THE APARTMENTS PROPERTY LINE
(� (TYP) 3 \ \ SHALL REMAIN :UNTIL IT:IS NECESSARY TO CLEAR FOR PARKING A
/ INSTALLATION.
. J/ Jl l l v �3 v I / I I v✓/ I 34 LF CLASS IV 15" RCP I I ); v
iI?�- 106 N 15" RCP 0-RING O 0.44x \ 2. INSTALLDOUBLE30' PIPE MATH ENDWALLS IN THE EXISTING DRAW.
II(I \ 1/ \ /(II i O-'� O 0.61x ,� I II t I� I 'b \ PRIOR TO FILL INSTALLATION (WESTERN LOT). FOLLOW PIPING
t {TEMPORARY INLET t V / � � v 9 t i s 1 �� SEQUENCE FOR BYPASS PUMPING DURING INSTALLAnINJ.
` / is <, ) € / 3. STRIP AND STOCKPILE TOPSOIL FROM AREAS OF PROPOSED
PROTECTION (TYP,) (TYP•) sj \ 11 \ ) I 3 I 1, x' *i. 111� ::ly �.�.� 6 GRADING. CONTRACTOR SHALL ALSO. SEPARATE, INTO A SEPARATE
` `v�r•�-"'••EX. 30' RCP _ //iIl ( \ �- yam
' �� SB_3. _ �� STOCKPILE, ANY SOIL DEEMED RE -USABLE .ON -SITE FOR
SB"G \ I }•'3'` m In ( STRUCTURAL FILL OR OTHER (AS DETERMINED BY UNCW
`., ��- ENGINEER). STOCKPILES SHALL BE PROTECTED (ENCIRCLED) WITH
..(SEE C STRUCTION \ I SEQUENCE FOR
-•( _ .` I REPRESENTATIVES AND / OR THE ON -SITE
OUTLET PAD / M 1 SEQUENCE FOR
/ g x---- I REMOVAL TIMING) �. , 6 tt 1 SILT FENCE. STOCKPILE SIZES AND LOCATIONS MUST BE
SS B RIP RAP ( ' ` x a �J s ( 37 / / i REMOVAL TIDING} J/ I `\. le .;. I \ MINIMIZED. DUE TO THE UNITED STORAGE. AREAL ANY UNUSED
-t \,/ .;�. •.. } j ( MATERIAL FROM THE TOPSOIL STOCKPILE SHALL BE REMOVED
131 LF CLASS IV 24" RCP I -
/.. ( I I 0-RING. O 0.78% ' � I \=I \ FROM SITE AND DISPOSED OF PROPERLY AT THE CONTRACTOR'S
( / I OTRM O O.SOx 15' RCP CONCRETE ) o ., CONSTRUCn ANCE INSTALLED SITE DUE TOLIMITED STOR ORAGE DE A R A AND EMINE XISTING SURROUNDING
LL ggPILE LOCATIONS ON
. �� 6 25' X 50' TEMPORARY \
l l ( t1 t I WASHOUT M. IN STAGE 1 OF ON CONTROL
'-'y€ ) q,� VEGETATION.
EJc ELECTRIC SUBSTATION I I \ ,
`, 4. BEGIN FILLING PARKING LOT SITE. AS FILL IS BROUGHT IN.
f llf .J i. ADJUST... TEMPORARY. DIVERSIONS .SUCH .THAT POSITIVE DRAINAGE
NV Ou 33. IIIf(: _J / f 'w\ - �'� / .: 9 I I \ \ ( w� k3 s UMRS OF
TO THE SEDIMENT BASINS OCCUR.
; E . UTILITY POLE`"'----. DISTURBANCE ' 5. 'INSTALL STORM DRAINAGE NTH INLET PROTECTION. ENERGY
) - ( •) _ ': '••.d l I\ j l \ 3 \ \ ,� _! I (TYP.) DISSIPATERS SHALL BE INSTALLED AND REFRESHED WHEN THE
f
t . _
\ � � \ '-', � SITE IS STABILIZED
I f slLT.FENCE
� 6. MASS GRADE PARKING LOT AREAS AND CONSTRUCT-STORMWAl17t
. _ MANAGEMENT FACILITY IMPROVEMENTS PER CONSTRUCTION
`'''� 3 yn.: `.: ,) DRAWINGS. DURING CONSTRUCTION FILL, CONTRACTOR..: SHALL
PSI I j -f 35 LF 30' O-R. G tl I -. ... -""" �- �g / - --ar�� -_„ FOLLOW ANY ADDITIONAL GUIDEUNES/CRITERIA AS INDICATED BY
_ I I .jg I LD `�� / -1� THE GEOTECHNICAL-ENGINEER. AREAS IN THE VICINITY OF
7 N I I \ SEDIMENT BASINS SHALL BE FILED LAST.
f I R� O O.SOx / �° 39 v
f _71 i - 1 l / CB-203 l (I f I CB-102 1 i - ON CONSTRUCTION PARKING
DRAWINGS.LOTSAND OTHER
SITE AS AREAS ARE
E • 4" STANDARD. I I 169 IF CUSS 15 RC l f 7. FINE GRADE PARKING LOTS AND OTHER SITE: AREAS AS. SHOWN
\; C a AND GUTTER j I 0-RING O 0.65x k^ - I 57 ( / I BROUGHT UP TO FINISH GRADE WITH VEGETATION, STONE,
( 1) 0-
0 0.89% / I _ / !f I I CONCRETE, ETC. ONCE AREASDRAINING TO SIcDIMENT BASINS ARE
I 3 l h/ �,q / STABILIZED, CONTACT THE ERDSION CONn20L INSPECTOR TO
CB-205
CB-204 f f I / : I ( , e� /; I��.�•.�R I REMOVE. BASINS TO BEGIN FILING PARKING LOT IN THAT AREA.
•---\� , .� I II I I �II II I \ I 81 CLASSN18" RCPI If \ I I \ W \ 6 I
• _ \CONTRACTOR SHALL PROVIDE AMINIMUM OF 48 HOUR
S NOTICE
TEMPORARY INLET TO NCDEQ PRIOR To REMOVAL OF SEDIMENT BASINS.FES-600 0-RI O 0.82% 78 LF CLASS N 15 P
INV IN=33.70 PROTECTION (TYP)
0-RING O 0.49x r / P= '�..� 9 36 / 8. FILL AND STONE PARKING LOT IN THE SEDIMENT BASIN AREAS.
tri
9E( �1111 I i" ll // vV f �(If. \I ( �v 1�.6 ( l J 9. PAVE THE PARKING LOTS.
it
CB-20�
t I • / I
/
/ V lIII I \ \ I I 10. STABILIZE ANY REMAIN
ING AREAS AND INSTALL ALL REMAINING INING
3� CB�103 A) PERMANENT EROSION CONTROL MEASURES AND REFRESH
YENERGY DISSIPATERS.
11.. WHEN CONSTRUCTION. IS COMPLETE AND ALL AREAS ARE
6 , A COMPLETELY, CALL FOR INSPECTION BY NCDEQ, THE
OWNER
OWNER, AND ENGINEER.
'
6 W I ii 12. IF SITE IS APPROVED. REMOVE ANY OTHER TEMPORARY :EROSION
Sig ( I
Z U
9 I I 6 r BARE CONTROL
MEEASURES. AND SEED SOD OR PLANT ANY. RESULTING
C-+ � I I (�Il / I A7 SILT FENCE 13. WHEN VEGETATION, HAS BECOME ESTABLISHED CALL FOR FINAL
�I(I w owww AREA, // ��9 ; I � I i /
(� ,, = if l '. i I I G 6(TYP.). ( ( SITE INSPECTION BY ENGINEER.
`J.j I 40 v I If A (TYP.) ( r -.I „ 9 l I
f II l I
\ l fIGf',,LF CLASSN 15' RI
IW AyT , I
+-
C
RING O o.79x NOTES:
215 LF CLASS N 15" RCP
iIi 0-RING O 0.60%
I fl I 9 1. EXISTING EROSION .CONTROL .MEASURES ARE .IN PLACEFROM
i �) IffIfIf I f I /I I 3,� I ) I 3 STAGE 1.EROSION CONTROL CONTRACTOR IS RESPONSIBLE FOR
\ , W ; MAINTENANCE OF THESE DEVICES UNTIL THE. SITE IS STABILIZED.
(�`�' 6 6 / 2. EX. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE.
! l)I III I ff I 3:1 SLOE / \ I �Il ( I \ (' RINLF NG CLASS0.% 15" RCP . ! 9 / CONTRACTOR SHALL. HAVE ALL UNDERGROUND UTILITIES
LOCATED PRIOR TO COMMENCEMENT OF CONSTRUCTION
9
I III�F 7 I IIfII /� \ 1 1 6 I 6 ACnvinEs
{gg` II l 9 a► I 3. CONTRACTOR SHALL ADJUST TEMPORARY DIVERSION DITCHES,
I I T II l SILT FENCE I f' I f / - I J \ / j • W I AS NECESSARY, IN ORDER TO ESTABLISH POSITIVE DRAINAGE TO :.
I• I I� �•) I INLET„' THE POND DURING THE PARKING LOT GRADING.
fx 1, 1 '�� / t PROTECTION ('TYP.) J
EX. FIBER OP
I \ '' CABLE (TYP.) '8 ' 6 j 4. SILT FENCE SHALL BE INSTALLED AT BUS TURN -OF LOCATIONS.
`' I 9 - AT THE TOE OF FILL (WESTERN SIDE OF HURST DRIVE). AND THE
4 I
��-208 -\ \ I I I EDGE OF PAVEMENT (EASTERN SIDE OF HURST DRIVE) UNTIL
1WDENED AREA IS STONE STABILIZED.
i
5. SIDEWALK AND STAMPED CROSSWALK ON THE SOUTHERN
✓ I 1 \ , 1 cn , SIDE OF HURST DRIVE SHALL BE INSTALLED PRIOR TO
oIII l ) 85 LF CLASS N 15' RCP THE DEMOLITION AND REALIGNMENT OF THE CROSS -CITY
O-RING O 0.95x / ) \ . I `--;..,. g y �O
TRAIL ON THE NORTHERN SIDE OF HURST DRIVE.
I9'1 �`IIII►III I I A / / I V A\ ( r _ 6 6'., \ DETOUR SIGNS SHALL BE POSTED AT BOTH ENDS
THE RELOCATION TO DIRECT PEDESTRIANS ON TO THERETAINING WALL I / / \ - _ Vo I CB-to4 ( { I 9 r� ' NEW SIDEWALK DURING CONSTRUCTION ACTIVITIES FOR
I
I ' II fl 7 l i \ - (DESIGN BY OIHERS, • �. 4L ` I ` �4 - t ! THE .BUS TURN-OFF AND SIDEWALK REALIGNMENT.
IF
i t ' it I I II \ . S " \ SEE NOTE.. , B) \ "." �..- - - „'� V \ \ s'.,-i= EX. EDGE Of i
_ '� - G PAVEMENT 6 J '
9I 4 I �I I I� \ \ 2:1 SLOPE CB-209 ✓ / I i /° 6. CONTRACTOR SHALL PROVIDE SEALED ENGINEERING
rill 1
rl�ll. I I' s( \ / ,CB-206
EX. SSMH (TYP.)
4 \ _ -r
I - -
I _
"�-
�. \� -- EX.ABF&OPTIC -_.- -34-.
[ IE \
tt EX. un6(TY ri
S ? >t ' I I' POLE (TYP.j`t\ �^ OUT PAD FES-500
t i I ) "�\ L=12';W=6';T=18"
ILs '° ,� a I 1 t } CLASS 8 RIP RAP 21 LF 24' RR
> r^ O-RING O 0.
d: A00
� r I
� t
Know whers below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "NC811"{811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
DEPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
DESIGN FOR SEGMENTED RETAINING WALLS INCLUDING D
ANY NECESSARY NAND RAILING SYSTEMS.
-40 TREE {� m
® .." .." ... r.= .". -C
W, '6 PROTECTION
\ (n'P•I21
r
11.17
3
r _ _
- - - - ------ T
6
48 LF 24" RCP
EX. EDGE OF
)I
O-RING O 2.00x
PAVEMENT
-LIMITS OF
LIMITS OF
DISTURBANCE
DISTURBANCE
(TYP')
EXISTING
6 _
--�
HAMILTON DRIVE
Y
(PRIVATE RAW)
a iT fi 1 -----
2 1 3 - 1 4 1 5
1.1
EROSION CONTROL LEGEND
I}IIII�I►II( SILT FENCE OUTLET
t i INLET PROTECTION
INLET PROTECTION
FOR EXISTING STRUCTURES
CHECK DAM
-SF -SF -SF- SILT FENCE
-n' -TI' -TP - TREE PROTECTION FENCE
_..__LD LD LIMITS OF DISTURBANCE
WOODED AREA
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CONSTRUCTION ENTRANCE/EXIT
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BID SET
01"" Kam"
GRAPHIC SCALE
30 0 1.5 30 60
I inch 30 ft. F
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PROTECTION j / / /
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36 TEMPORARY INLET ,
.'SSMH / i.�. / / 1 / 1. ` PROTECTION (TYP.)
SILT FENCE
SEGMENT D I BLOCKRETAINING Ill CB-302
(DESIGY.ONTRN ��. I \ �09 LF 15' RCP
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CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811 ".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
ALLTET'-P7CDky I - -
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SCo # 17-17725-01
STAGE 2 CONSTRUCTION SEQUENCE EROSION CONTROL LEGEND �� �� ■
1. INSTALL REMAINING EROSION CONTROL MEASURES FOR THE
PARKING LOTS ALONG HURST DRIVE, HAMILTON DRIVE, AND SILT FENCE OUTLET
MACMILLAN AVENUE, SIDEWALK INSTALLATION ALONG MACMILLAN +� Zi
AVENUE, AND THE BUS TURN-OFF AREA ALONG HURST DRIVE. A - A ll
.,-i
20' TREE BUFFER ALONG THE APARTMENTS PROPERTY UNE INLET PROTECTION 1
SHALL REMAIN UNTIL IT IS NECESSARY TO CLEAR FOR PARKING [`J�
INSTALLATION. �••� aA
2. INSTALL DOUBLE 30' PIPE WITH ENDWALLS IN THE EXISTING DRAW �, J INLET PROTECTION W
PRIOR TO FILL INSTALLATION (WESTERN LOT); FOLLOW PIPING. W FOR EXISTING STRUCTURES
SEQUENCE FOR BYPASS PUMPING DURING INSTALLATION: -
3. STRIP AND STOCKPILE TOPSOIL FROM AREAS OF PROPOSED CHECK DAM
GRADING. CONTRACTOR SHALL ALSO SEPARATE, INTO A SEPARATE Ir1
STOCKPILE, ANY SOIL DEEMED RE -USABLE ON -SITE FOR
STRUCTURAL FILL OR OTHER (AS DETERMINED BY UNCW _SF —SF —SF — SILT FENCE
REPRESENTATIVES AND / OR THE ON -SITE GEOTECHNICAL TP—Tp._Tp — PROTECTION(ENCIRCLED)
-,
ENGINEER). STOCKPILES SHALL BE PROTECTED (ENCIRCLED) NTH TREE
SILT FENCE. STOCKPILE SIZES AND LOCATIONS MUST. BE LD Lp LIMITS OF DISTURBANCE MINIMIZED DUE TO THE UMITED STORAGE AREA. ANY UNUSED fill
MATERIAL. FROM THE TOPSOIL STOCKPILE SHALL BE REMOVED = -
FROM SITE AND DISPOSED OF PROPERLY AT THE CONTRACTOR'S WOODED AREA.
EXPENSE.CONTRACTOR TO DETERMINE STOCKPILE LOCATIONS ON
97E DUE TO UM170 STORAGE AREA AND EXISTING SURROUNDING DIVERSION DITCH
VEGETATION.
4. BEGIN FILUNG PARKING LOT SITE. AS FILL IS BROUGHT IN,
ADJUST TEMPORARY. DIVERSIONSSUCH THAT POSITIVE DRAINAGE
TO THE SEDIMENT BASINS OCCUR. ° CONSTRUCTION ENTRANCE/EXIT ��.� 'CA[? I",04
5. INSTALL STORM DRAINAGE WITH INLET PROTECTION... ° �J pe'.",,••`� lejr,•.'
6. MASS GRADE PARKING LOT AREAS AND CONSTRUCT STORMWATER 2r'�
MANAGEMENT FACILITY IMPROVEMENTS PER CONSTRUCTION -
DRAWINGS. DURING CONSTRUCTION FILI., CONTRACTOR SHALL 27456
FOLLOW ANY ADDITIONAL GUIDELINES/CRITERIA AS INDICATED BY
THE GEOTEC 4NICAL ENGINEER. AREAS IN THE VICINITY OF $
SEDIMENT' BASINS SHALL BE FILLED LAST.. `,��L �' ,
7. FINE GRADE PARKING LOTS AND OTHER SITE AREAS AS SHOWN NOTES•. l`'+e��RA �..��5.�.,e',.�(g
ON CONSTRUCTION DRAWINGS. STABILIZE SITE AS : AREAS ARE 1. EXISTING EROSION : CONTROL MEASURES ARE IN PLACE FROM
BROUGHT UP TO FINISH GRADE WITH VEGETATION, STONE, STAKE 1 EROSION CONTROL. CONTRACTOR IS RESPONSIBLE FOR
CONCRETE, ETC. ONCE AREAS DRAINING TO SEDIMENT BASINS ARE MAINTENANCE OF THESE DEVICES UNTIL THE SITE IS STABILIZED.
STABILIZED, CONTACT THE EROSION CONTROL INSPECTOR T0.
REMOVE BASINS TO BEGIN FILING PARKING LOT IN THAT AREA. 2. EX. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE.
CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS :NOTICE CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES
TO NCDEQ PRIOR TO REMOVAL OF SEDIMENT BASINS. LOCATED PRIOR TO COMMENCEMENT OF CONSTRUCTION
8. FILL AND STONE PARKING LOT IN THE SEDIMENT BASIN AREAS. ACTIVITIES.
3. CONTRACTOR SHALL ADJUST TEMPORARY DIVERSION DITCHES,
9. PAVE THE PARKING LOTS. AS NECESSARY, IN ORDER TOESTABUSH POSITIVE DRAINAGE TO
10. STABILIZE ANY REMAINING AREAS AND INSTALL ALL REMAINING THE POND DURING THE PARKING LOT GRADING.
PERMANENT EROSION CONTROL MEASURES INCLUDING ENERGY 4. SILT FENCE SHALL BE INSTALLED AT BUS TURN-OFF LOCATIONS
DISSIPATERS. AT THE TOE OF FILL (WESTERN SIDE OF HURST DRIVE) AND THE
11. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE EDGE OF PAVEMENT (EASTERN SIDE OF HURST DRIVE) UNTIL
STABILIZED COMPLETELY, CALL FOR INSPECTION BY NCOEQ, THE WIDENED AREA IS STONE STABILIZED.
OWNER. AND ENGINEER.
S. SIDEWALK AND STAMPED CROSSWALKON THE SOUTHERN Z
12. IF SITE IS APPROVED, REMOVE ANY OTHER TEMPORARY EROSION SIDE OF HURST DRIVE SHALL BE INSTALLED PRIOR TO
CONTROL MEASURES AND SEED SOD OR PLANT ANY RESULTING THE DEMOLITION AND REALIGNMENT OF THE CROSS -CITY vJ
BARE AREAS TRAIL ON THE NORTHERN SIDE OF HURST DRIVE.
DETOUR SIGNS SHALL BE POSTED AT BOTH ENDS OF W
13. WHEN VEGETATION HAS BECOME ESTABUSHED CALL FOR FINAL THE RELOCATION TO DIRECT PEDESTRIANS ON TO THE ai
STE INSPECTION BY ENGINEER. NEW SIDEWALK DURING CONSTRUCTION ACTIVITIES FOR
THE BUS TURN-OFF AND SIDEWALK REALIGNMENT.
6. CONTRACTOR SHALL PROVIDE SEALED ENGINEERING G 9 O N
DESIGN FOR SEGMENTED RETAINING WALLS INCLUDING CC
NECESSARY HAND RAILING SYSTEMS. © LC�
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6 PRI"'i No. UNW-17060
—� \ 4� b�yv �„° mxxuIB: UNW17060—EC2
cNEc6TvB BY: RB
GRAPHIC SCALE MAG
`. 30 0 15 30 60 scatiB: 1'R- TJ(}r
- S I inch _ - 30 tk F
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FINAL DRAWING NOT RELEASED FOR CONSTRUCTION AMU MCADAMS
6 7 g

I 2 g 4 6 7
MRMWAIER CONMOL MMUM CONSTRUCTION SPECIFICATIONS
B
SCO # 17-17725-01
GENERAL NOTES
1. PRIM 70 CONSTRUCTION, ANY DISCREPANCIES IN THE PLANS AND NOTES SHALL BE .BROUGHT TO THE DESIGN ENGINEER'S ATTENTION IMMEDIATELY. f
2. THIS PLAN IS FOR THE MODIFICATION OF AN EXISTING STORMWATER CONTROL MEASURE. MCADAMS ASSUMES NO LIABILITY FOR THE PREVIOUS CONSTRUCTION OF
THE FACILITY. THIS MODIFICATION DESIGN IS BASED ON THE BEST AVAILABLE INFORMATION FOR THE FACILITY.
II \
E .FINAL CERTIFl ATI FPROJECT/ / \
A c oN OR THIS FACILITY WILL 1 _ LL INCLUDE A CERTIFICATION ON THE SITE GEOTECHNICAL ENGINEER THAT THE A �• \
THE APPROVED PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE ON -SITE GEOTECHNICAL ENGINEER FOR OBSERVATION ANDTESTING\ k ` /l I 11 / l/! l// \ \ \ / J t A
x / ji/l \\\\ \\\�\\\
SUCH THAT THE ON -SITE GEOTECHNICAL ENGINEER .CAN. CERTIFY THE CONSTRUCTION. \ '\� +� ( /
4. ALL CONSTRUCTION ACTIVITY RELATED TO THE PROPOSED STORMWATER MANAGEMENT FACILITY SHALL BE PER THE DETAILS AND SPECIFICATIONS SHOWN IN THESE
DRAWINGS. SOILS, COMPACTION, AND OTHER MISCELLANEOUS DETAILS AND SPECIFICATIONS MAY BE MODIFIED PER THE RECOMMENDATIONS OF THE ON -SITE
GE07ECHMCAL ENGINEER. HOWEVER: PRIOR TO IMPLEMENTATION. THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DEVIATION FROM THESE DESIGN DRAWINGS \ ( l (
INCLUDING SHOP DRAWINGS FOR ANY PROPOSED MODIFICATION. f�) _ _ I I' II ( SEDIMENT CLEANOUT
PER APPROVED O&M
5. THE CONTRACTOR SHALL REFER TO THE LANDSCAPE PLAN FOR THE PERMANENT PLANTING PLAN/SCHEDULE. PLEASE NOTE THAT NO TREES/SHRUBS OF ANY TYPE \ \ \\mil\ / EL = 30.25 EXISTING
.MAY BE PLANTED ON THE DAM EMBANKMENT (FILL AREAS). \ ( ` FOREBAY
6. THE GRADES SHOWN ON THIS PLAN ARE FINISHED GRADES. IF THE EXISTING SOIL LAYER IN THE PROPOSED POND AFTER CONSTRUCTION / COMPACTION IS NOT
DETERMINED SUITABLE BY A LANDSCAPE PROFESSIONAL FOR THE POND PLANTINGS, THEN THE CONTRACTOR SHALL. AMEND THE PLANTING AREA OF THE STORMWATER
MANAGEMENT FACILITY AS DIRECTED BY A LANDSCAPE PROFESSIONAL
7. ANY PENETRATIONS INTO THE GROUND ON UNCW PROPERTY REQUIRES A DIG PERMIT FROM UNCW (UNCW FORM CAN BE FOUND AT UNCW WEBSITE
http://www.uncw.edu/ba/f`acRities/Forme/dig-parmit.pdf). IT ISTHERESPONSIBILITY OF THE CONTRACTOR TO OBTAIN THIS DIG PERMIT. CONTRACTOR SHALL ALSO
CONTACT NORTH CAROUNA ONE CALL A MINIMUM OF 72 HOURS PRIOR TO BEGINNING CONSTRUCTION.
8. ALL UTILITIES TO BE RELOCATED BY THE CONTRACTOR AND TO BE COORDINATED WITH UNCW AND THE DESIGN TEAM. EXISTING BUILDINGS SHALL REMAIN \ \ / / ��\� �� \\\ \ /� i ✓� /� I
FUNCTIONING AT ALL LIMES. CONTRACTOR SHALL MAKE ALL EFFORTS TO AVOID AND MINIMIZE UTILITY SHUT DOWN DURING CONSTRUCTION. NEW UTILITIES SHALL BE _5� %
INSTALLED AND TESTED PRIOR TO EXISTING UTILITY SHUT DOWN.
9. ANY REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING (SEEDING) ON THE DAM EMBANKMENT ONCE FINAL GRADES (AS SHOWN ON THE GRADING PLAN) \ / \ \ t/, \ \ \ �� %��/ /
HAVE BEEN ESTABLISHED WITH COMPACTED FILL PRIOR TO TOPSOIL INSTALLATION, THE CONTRACTOR SHALL SCARIFY THE THE TOP 2"-3" OF THE BERM SECTION TO \ �j r l EXISTING -(3) 24' 0 RCP i/!j 1 1
PROMOTE BONDING OF THE TOPSOIL WITH THE COMPACTED FILL. THE TOPSOIL DEPTH SHALL RANGE FROM 3"-4 ON THE DAM EMBANKMENT. PLEASE NOTE THE \ / \ ' �/ \ \ i ,f` � \ //
STOCKPILED TOPSOIL SHALL BE AMENDED, AS DIRECTED BY A LANDSCAPE PROFESSIONAL, PRIOR TO INSTALLATION ON THE EMBANKMENT \ \ \ P ST h \ \± \
B 10. IT IS POSSIBLE THAT DEWA70ING WILL BE NECESSARY IN THE EXCAVATION AREAS (E.G. - EMBANKMENT SUB GRADE, INTERIOR PORTIONS OF THE STORMWATER / \ / `� {' L�+tY�L1
FACILITY, KEY TRENCH, ETC.). THEREFORE, THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND MAINTAIN ANY PUMPING EQUIPMENT, ETC. NEEDED FOR All / \ \ / > \\ B
REMOVAL OF WATER FROM VARIOUS PARTS OF THE STORMWATER FACILITY SITE. DURING PLACEMENT OF FILL WITHIN THESE AREAS, THE CONTRACTOR SHALL KEEP
THE WATER LEVEL BELOW THE BOTTOM OF THE EXCAVATION / CONSTRUCTION AREAS. THE MANNER IN WHICH THE WATER IS REMOVED SHALL BE SUCH THAT THE
EXCAVATION BOTTOM AND SIDE SLOPES ARE STABLE WITH NO SEDIMENT DISCHARGED FROM THE SITE (I.E. PUMPED WATER MAY NEED TO BE DIRECTED TO AN
APPROVED EROSION CONTROL DEVICE PRIOR TO DISCHARGE). \ LD LINE TYP. \ Po, #' 6 /° d \
\ / ( ) \ /
BERM AND SOIL COMPACTION SPECIFICATIONS \ \I // `' $b_ CONTRACTOR TO FIELD
6-FT AQUATIC SHELF / VERIFY PRIOR TO GRADING \
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL IDENTIFY BORROW / FILL AREAS AND ON -SITE GEOTECHNICAL ENGINEER VERIFY THEIR SUITABILITY FOR USE WITHIN / AROUND EXISTING UTILITIES
FROM EL 3330 TO 34.ED \
THE DAM EMBANKMENT. ALSO, THE ON -SITE GEOTECHNICAL ENGINEER SHALL PERFORM STANDARD PROCTORS ON THE PROPOSED BORROW MATERIAL TO ENSURE WHAT � UNCW PROPERTY LINE �
O 6:7 SLOPE (TO BE INSTALLED
OPTIMUM MOISTURE CONTENT AND COMPACTION CAN BE ACHIEVED CONTROLLED DURING CONSTRUCTION.
2. ALL FILL MATERIALS TO BE USED F THE DAM EMBANKMENT / B T _ , AROUND SCM PERIMETER)
A OR EMB MENT SHALL E TAKEN FROM BORROW AREAS APPROVED 8Y THE ON SITE GEOTECHNICAL ENGINEER. THE
f
FILL MATERIAL SHALL BE FREE FROM ROUTS, STUMPS, WOOD, STONES GREATER THAN 6-, AND FROZEN OR OTHER OBJECTIONABLE MATERIAL. SUITABLE SOIL TYPES fi
/ cy
FOR USE AS FILL WITHIN THE DAM EMBANKMENT SHALT. BE APPROVED BY THE ONSTE GEOTECHNICAL ENGINEER FOR THE INTENDED USE. / SED TENT FOREBAY f" ,'7
FOR a,
3. FILL PLACEMENT FOR THE EMBANKMENT SHALL NOT EXCEED A MAXIMUM 8" LIFT (UNCOMPACTED). EACH LIFT SHALL BE CONTINUOUS FOR THE ENTIRE LENGTH OF
EMBANKMENT. BEFORE PLACEMENT OF FILL FOR THE BERM SECTION, ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND THE SURFACE PROPERLY PREPARED FOR FILLEHA IR �I WAY
\ CREST LENGTH 5 FT
PLACEMENT. FILL MATERIAL ADJACENT TO ALL SPILLWAY AND DRAINAGE STRUCTURES SHALL BE PLACED IN 4-INCH (UNCOMPACTED) LIFTS AND HAND COMPACTED TO \ - / / / S "
THE SAME COMPACTION AND MOISTURE REQUIREMENTS AS THE ENTIRE EMBANKMENT. / \ TOP OF CDOT (CREST) 32.80 33 LF 15" 0 RCP fI / N / !
J„r LINER � NCDOT GLASS @ RIPRAP O 8.06X SLOPE
4. ALL FILL SOILS USED IN THE EMBANKMENT CONSTRUCTION SHALL BE COMPACTS TO AT AST 5X THE STANDARD PROCTOR _ T2" MIN DEPTH INVIN D LE 9 OF ST OAR OCT MAXIMUM DRY DENSITY (ASTM- 698), m N 31.00
THE FILL SOILS SHALL BE COMPACTED AT A MOISTURE CONTENT WITHIN -1 70 +3 PERCENT OF ITS OPTIMUM MOISTURE CONTENT. / INV OUT - 9. �' DRAIN PARKING BUMPER moo' CEN TEN COMPACTION TESTS SHALL BE SEDIMF?!T 2 00
PERFORMED BY THE ON -SITE GEOTECHNICAL- ENGINEER DURINGCONSTRUCTION. TO T Q /
VERIFY THAT THE PROPER COMPACTION LEVEL HAS BEEN REACHED. THE FILL (SEE DETAIL ON SHEET D-1) -
SHOULD BE COMPACTED USING A SHEEPSFOOT TYPE COMPACTOR. IN ORDER TO PREVENT DAMAGE TO THE PIPE, NO COMPACTION EQUIPMENT SHALL CROSS ANY PIPE FOREBAY t
•
UNTIL MINIMUM COVER iS ESTABLISHED ALONG THE PIPE. / FOREBAY BERM
L. INLET VELOCITY DISSIPATOR MINIMUM WIDTH 5 FT
S. THE DESIGN ENGINEER SHALL BE PROVIDED WITH REPORTS AND CERTIFICATION BY THE ON-STE GEOTECHNICAL ENGINEER THAT THE GEOTECHNICAL 12'L X WW X 18" I TO BE CONSTRUCTED -US
GEOTECH IC L ASPECTS � TH CK USING
, / d EW-100 \ C
THE. FACILITY HAVE BEEN CONSTRUCTED PER PLAN: THESE REPORTS AND CERTIFICATION WILL BE NEEDED DURING THE AS -BUILT CERTIFICATION PROCESS FOR THIS NCDOT CLASS I �/ / /
r NCDOT CLASS B RIPRAP _ I RIPRAP / I
STORMWATER FACILITY. THEREFORE IT SHALL BE THE CONTRACTORS RESPONSIBILITY 0 T
COORDINATE TESTING AND OBSERVATION WITH THE ON SITE GEOTECHNICAL
ENGINEER. INLET VELOCITY DISSPATOR
\ / ./ ( d 12'L X 9'W X 18"THICK .� _ : / �� ` '`�►
2 6. TESTING OF THE NEW FILL MATERIALS. SHALL BE PERFORMED TO VERIFY THAT THE RECOMMENDED LEVEL OF COMPACTION IS ACHIEVED .DURING CONSTRUCTION. - � / , / � NCDOT CLASS 'B' RIPRAP
THEREFORE, ONE DENSITY TEST SHALL BE PERFORMED FOR EVERY 2.500 SQUARE FEET OF AREA FOR EVERY LIFT OF FILL OR AS RECOMMENDED BY THE ON -SITE-
// -
GEOTECHNICAL ENGINEER.
7. TESTING WILL BE REQUIRED ALONG THE 15" FOREBAY PIPES AT A FREQUENCY OF ONE TEST PER 25 LF OF PIPE PER VERTICAL FOOT OF FILL OR AS DIRECTED BY THE \ / \ / / \ \\ \ // / INLET VELOCITY DISSPATOR /
ON -SITE GEOTECHNICAL ENGINEER. / 1 /�� �\ a. I / f
\ \ / \�\ .._,. / j I // f/ / 121 X 9'W X 18 THICK
J \\\\ `/ I NCDOT CLASS 'B' RIPRAP
ONSTRUCIION SEQUENCE
\ \ / / Ew-too
1. PRIOR TO CONSTRUCT THE OWN ALL OBTAIN A (EROSION CONTROL GRADING PERMIT A STATE STORMWATER P \\ >:. FOREBAY BERM EL 33.30 EW-300 /
ON, E ER SHALL OB LAND DISTURBANCE (ER / ) \ � \ ,`.� m i A S OR WATER PERMIT FROM THE NC \ \ � \ ` l
DEPARTMENT OF ENVIRONMENTAL QUALITY, AND ALL OTHER NECESSARY PERMITS FROM APPLICABLE AGENCIES (E.G. 404 / 401 PERMITS). \ \ .. MINIMUM WIDTH 5 FT
\\\\ \. TO BE COMPACTED`
R
CONTROL \\ \ \ ` PER , BERM AND SOIL / \ / 'so \ /
2 INSTALL ALL SEDIMENT AND. EROSION CONTROL MEASURES PER THE APPROVED SEDIMENT AND EROSION CON OL PLAN THE CONTRACTOR SHALL. MAINTAIN ALL \ \ � : `�. \ J // /
\ �► ,!
APPROVED SEGMENT AND EROSION CONTROL MEASURES THROUGHOUT THE ENTIRE PROJECT, AS REQUIRED. THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE \\ \ \ COMPACTION SPECIFICATIONS'
EROSION CONTROL 'INSPECTOR, AS REQUIRED BY GOVERNING AGENCIES, PRIOR TO ANY CLEARING.41
3. CLEAR AND GRUB AREA WITHIN THE LIMITS OF THE PROPOSED DAM MODIFICATION. ALL TREES AND THEIR ENTIRE ROOT SYSTEMS MUST BE REMOVED FROM THE DAM I I/�/
/
FOOTPRINT AREA AND BACKFlLLED WITH SUITABLE SOIL MATERIAL THE BACKFlLLED AREAS SHALL BE COMPACTED TO .THE SAME STANDARDS AS THE DAM \\ \\ % �'�• / � 1 "\
EMBANKMENT. THE REMAINING AREA OF THE EMBANKMENT SHALL BE STRIPPED TO A SUITABLE DEPTH AS DIRECTED BY THE ON -SITE. GEOTECHNICAL ENGINEER. ANY � \ \
\\ 4 / JR
RESIDUAL SOILS TO BE LEFT IN PLACE MUST BE WELL SCARIFIED TO PROMOTE BONDING OF THE NEW EMBANKMENT FILL N0 EMBANKMENT MATERIAL SHALL. BE PLACED
-
FOR THE DAM OR KEY TRENCH UNTIL APPROVAL THE DAM SUBgRADE TRENCH IS OBTAINED FROM THE ON -SITE GEOTECHNICAL ENGINEER. 22 LF 15 0 RC \ ) ° P
\\ I O O.00R SLOPE , ///
INV IN = 30.00 D
4: BEGIN MODIFICATION OF THE EMBANKMENT. FILL MATERIALS' SHALL 8E PLACED IN MAXIMUM $ THICK. LIFTS PRIOR TO COMPACTION, UNLESS DIRECTED OTHERWISE BY
THE ON GEOTECHNICAL N FILL CONTINUOUS THE ENTIRE LENGTH OF FILL. IF IT IS NECESSARY THE N \ -n \\ \\ / / �P / / / Jr INV OUT = 30.00. J I D
SITE GEO CHNICAL ENGINEER. LL LIFTS SHALL BE-CONTI UOU OVER EMBANKMENT FILL MATERIAL \. 4,• \\ \ \ ^3' l t � -- � - • � --� 1 /
WILL BE OVERBUILT IN HORIZONTAL LIFTS AND CUT BACK TO FINAL GRADE IN ORDER TO ACHIEVE PROPER COMPACTION. /
RIPRAP VELOCITY DISSIPATOR
- of O \\ \ / \
5. CONSTRUCT EMBANKMENT PER SPECIFICATIONS ON THIS SHEET AND REQUIREMENTS OF THE ON SITE GEOTECHNICAL ENGINEER. ALL CHARACTERISTICS OF THE \\ \ \ \ / I / NCDOT CLASS B RIPRAP
/ S L X 5 W X 12 1HICIC l /
EMBANKMENT FILL MATERIAL SHALL MEET THE STANDARDS SET FORTH, INCLUDING COMPACTION AND MOISTURE REQUIREMENTS. IF NECESSARY TO ACHIEVE PROPER \ \ `:. \\� : � � �
\\ \...:. V \. \ \ \ ti / I / i / // CONTRACTOR TO FIELD
.TOP 0 \ ` _ �ro I ,D50 8 I
COMPACTION, THE EMBANKMENT FILL MATERIAL WILL BE OVERBUILT IN HORIZONTAL LIFTS AND CUT BACK PROPER FINAL GRADE. ANY HAND COMPACTION ACTIVITIES / -
\\ _. \ /. / / VERIFY PRIOR N GRADING
SAME \ \ \ ;:. h / // SEE "DETAIL SHEET SW-2 / AROUND SPILLWAY OR DRAIN STRUCTURES SHALL BE CONDUCTED IN 4-INCH L00� LIFTS. AND BE TO THE AIM COMPACTION AND MOISTURE REQUIREMENTS AS THE � � / / / ( ) f l' _
\ \\� \ / \ / / / / /9 AROUND EXISTING UTILITIES \
• cA /
BY THE ON -SITE Il
J / /
ENTIRE EMBANKMENT ALL. COMPACTION AND. MOISTURE TESTING SHALL BE CARRIED OUT AS DIRECTED lE GEOTECHNICAL ENGINEER.
•$ / EER \
r 1
6. UPON COMPLETION OF DAM EMBANKMENT, PROMPTLY STA8IUZE AND SEED DAM EMBANKMENT PER SEEDING SCHEDULE. \\\\ \\\ \ \ ry®� / / I / / /�l
/ N POOL
7. SCHEDULE A FINAL AS -BUILT INSPECTION AND AS -BUILT SURVEY WITH THE ENGINEER. AN AS -BUILT INSPECTION SHOULD BE SCHEDULED A MINIMUM OF 60 DAYS
BEFORE A PERMIT TO IMPOUND IS REQUIRED. ANY COMMENTS OR DEFICIENCIES IN THE DAM CONSTRUCTION MUST BE CORRECTED TO THE SATISFACTION O THE
ENGINEER AND OWNER BEFORE CERTIFICATION SHALL BE GRANTED. UPON FINAL APPROVAL FROM THE NC DEQ, BEGIN IMPOUNDING WATER. NO WATER SHALL BE
IMPOUNDED BEFORE AN APPROVAL TO IMPOUND IS ISSUED FROM THE NC DEQ. CONTRACTOR TO FIELD \\ \
/I VERIFY PRIOR TO GRADING \ �\
AROUND EXISTING UTILITIES
OUTLET STRUCTURE MATERIAL SPECIFICATIONS
1. ALL MODIFICATIONS TO THE SPILLWAY RISER SYSTEM SHALL LEAVE THE REMAINING STRUCTURE IN A CONDITION EQUAL TO OR BETTER THAN THE EXISTING SYSTEM. ALL
CUTTING AND/OR MODIFICATIONS TO THE SPILLWAY RISER SYSTEM SHALL BE DONE AS TO MINIMIZE EXPOSED REINFORCING STEEL AND MINIMIZE ADDITOIAL CONCRETE
WORK. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW FOR PRODUCTS OR METHODS USED TO COAT/PROTECT ANY REINFORCING STEEL EXPOSED DURING
a MODIFICATION ACTIVITIES AND FOR DOWELING OR SECURELY ATTACHING 'FILL"'CONCRETE TO SPILLWAY RISER ORIFICE OPENINGS.
STATEMENT OF RESPONSIBILITY
so
E 1. ALL REQUIRED MAINTENANCE AND POST -CONSTRUCTION INSPECTIONS OF THE STORMWATER MANAGEMENT FACILITIES SHALL BE THE RESPONSIBILITY OF THE OWNER,
r�r PER.. THE EXECUTED OPERA71ON AND MAINTENANCE. AGREEMENT FOR THIS FACILITY.
it
a 1 2 1 3
\ - SEGMENT
\
CLEANOUT
26.
\ EL 26.50 n d E
I \ \� \ \ Via+ $r 'J / /// \`f`c `.:.':°::;.`;'a:; :;':;.:;.,>'': a•:; I :: � \ :;
EXISTING 47 LF 2eO RCP l A\\\
MODIFIED RISERSHAPES= R CT GLE CONTRACTOR TO FIELD /
INTERNAL DIMENSIONS = 6 FT. X 10 FT \\� \ \\\ \ T VERIFY PRIOR TO GRADING
AROUNEXISTING UU71UUTIES \
TOP OF RISER = 35.56
AREA ORIFICE #2 (91 X 0.5'H) INVERT = 34.30 •
AREA ORIFICE, /1 (3'L X 0.5'H) INVERT - 34.30
4.0"0 INVERTED INTAKE ORIFICE = 33.30 6-FT AQUATIC SHELF 4 /
INVERT OUT (3-24"0 O-RING RCP) = 33.21 \ \�\; FROM EL 33.30 TO 34.30
(SEE DETAIL ON SHEET SW-2) \ \\\ \l O 6:1 SLOPE (TO BE INSTALLED /
Q\ \\ \\ AROUND SCM PERIMETER)
RIGHT-OF-WAY
o \\ \ ` /
Y SPILLWAY OUTLTE�IGENG35.0OBO M WIDTH =00
FT. (MIN.)
CREST ELEV - 36.00 W
SIDE SLOPES - 5:1 (H:V)
MAX. SLOPE = LOX GRAPHIC SCALE
(SEE DETAIL SHEET SW-2 FOR SPORMWAIER CONTROL MEASURE PLAN VIEW 40
EMERGENCY SPILLWAY) 1 ET 40' BID S0 20 a0 80 F
CONTRACTOR SHALL LINE THE EMERGENCY Dl SET
SPILLWAY WITH A GEOTE)MLE FABRIC PER
SPECIFICATIONS ON SHEET SW-3
4 1 5
I inch = 40 it
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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no: UNW17060-SW
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6-5-18
No. Sw-1
U MCADAW

FOREBAY BERM EL 33.30
MINIMUM WIDTH 5 FT
TO BE COMPACTED PER "BERM AND
SOIL COMPACTION SPECIFICATIONS"
! NORMAL POOL EL = 33.30 v
FOREBAY�t
PIPE INVERT EL 31.00
a g 4 s
WET POND CROSS SWnoN - 'A ='A'
N.T.S.
RIGHT-OF-WAY
MACMILLAN EXISTING DAM
ROAD
oww Rm I EMBANKMENT
DESIGNED BY
MAIN MACMILLAN ROAD EL. = 40.00 _ I OTHERS
PIPE INVERT EL 29.00 TOP OF DAM EL_
-- ------------ = I_I-I I L_I I I-11)-1
- = 33.30
0 R 0 INVERT E.= 3.2
G
I11- 1 -III-1 I I -III -I ( 1-
Si_I_II1--III-III-1
---..- a vm'ION = 26.00 MAIN POOL CLEAN OUT EL. = 26.50 61,
I1-1) I -I I'MAIN POOL BOTTOM EL - 26 00 -1II1 =1II=1I1=1
D cnarr - �D v1
....a a sE
I111=1 I I_
EXISTING TRASHRACK TO REMAIN. IF THE CONTRACTOR ELECTS TO REMOVE THE TRASHRACK DURING MODIFICATION. IT SHALL BE REPLACED TO ITS
PREVIOUS CONDITION.
MODIFIED AREA ORIFICES
3.0' L X 0.51 H
INVERT = 34.30
EXISTING
OUTLET BARRELS
(3} 24"ORCP
INVERT - 33.21
FLOW
.f_
1
FLOW
1
9
RIPRAP VELOCITY DISSIPATOR
NCDOT CLASS 'B' RIPRAP
WL X 5'W X 12- THICK
D50 - 6- (SEE DETAIL)
z
i
h
�
n
1
;
W
I
II
Il I I171110
HI1
MODIFIED AREA ORIFICES
3.0'LX0.5' H
INVERT = 34.30 EXISTING 9.0' L X 0.5' H
INVERTED INTAKE INVERT = 34.30
4" 0 PVC EXISTING AREA ORIFICE
INVERT = 33.30 9.0' L X 0.41' H
INVERT 33 96
MODIFIED AREA ORIFICE
_..
8.0' L X 0.5' H MODIFIED AREA ORIFICES
�.. ° INVERT - 34.30 3.0' L X 0.5' H - b
INVERT - 34.30
-} t I .EXISTING AREA ORIFI
CE
` o
9.0' L X 0.41' H EXISTING AREA ORIFICES .
INVERT =33.96 3.0'LX0.43'H
FLOW ; 4 INVERT = 33.96 v I r e 'Z A Z Z X k ZY r, d
MODIFIED AREA ORIFICE ACTUAL SPILLWAY EXCAVATION MUST CONSIDER THICKNESS OF THE RIPRAP.
9.0' LX0.5' H
INVERT = 34.30 TOP OF DAM = EL 37.00
EMERGENCY SPILLWAY = EL 36.00
CONTRACTOR SHALL LINE ..
WITH A GEOTEXTILE FABRIC PER SPECIFICATIONS ON
SHEET SW-3 AND NCDOT CLASS 'B' RIPRAP.
THICKNESS = 12"
EXISTING
INVERTED INTAKE
4" 0 PVC INVERT = 33.30 EMERGENCY SEUIX Y DETAIL.
1W�i/�N.TS.- �1T
OUTLET BARRELS t - �- EXISTING
(3) 24.0 RCP I+ INVERTED INTAKE
c INVERT = 33.21 i I 4" 0 PVC
INVERT = 33.30
* G
T
�c MODIFIED AREA ORIFICES
(2)3.0'LX0.5'H
F INVERT - 34.30
0
MODIFIED AREA ORIFICE
� I
mr
EXISTING OUTLET BARRELS
EXISTING AREA ORIFICES
(2) 3.0' L X 0.43' H oufwr SMUCi1VKE MUCADErAIIi (3} 24"0 RCP INVERT = 33.21
it INVERT = 3396
N.T.S.
i 2 g 4 5
TOP OF DAM (10' MIN)
47 LF EXISTING 24"0 RCP
1=1 I I-1 i hI 11-
,11 I-1 i I-1 11-11
MODIFIED AREA ORIFICES
3.O LX05 H
INVERT = 34.
30
r-- EXISTING AREA ORIFICES
3.0!LX0.43'H
INVERT = 33.96
.T.S.
6 7s
# 17-17725-01
A
EXISTING OUTLET STRUCTURE
W/ MODIFICATIONS $
(SEE DETAIL)
•TEMP POOL FL _ 34.30
-111-111-1i1-1 I 1-� ------- - --- ----- ------ SEDIMENT STORAGE EL^26_50_
I_I=III=III=111=111=111=1=111=1 1 ==1= TI=1=
-1 I hI 11_I 11=111 III-1 I I=1 I I-1 I I_I I I-1 11=1 11=1 I I-1 11=1 11=1 I I=1 11=1 I!
Fa=I I III-1 I I-111=I L11 ►III „ I I I 1-1 I I III 1,1 I I 11. I I I; 111, I I11=-I I I I I I I 11-11 l �l l
IIIlIII-III II- -
TON B'-B'
c
FOREBAY BERM EL = 33.30 RIPRAP VELOCITY DISSIPATOR
MINIMUM WIDTH '= 5 FT NCDOT CLASS 'B' RIPRAP
TO BE COMPACTED PER `BERM AND 51 X 5'W X 12" THICK
SOL COMPACTION SPECIFICATIONS" D50 = 6" (SEE DETAIL)
NORMAL POOL EL = 33.30 NORMAL POOL EL = 33.30
- - - 22 LF 15"- 0 RCP O O 00I% SLOPE _ PIPE IMM EL.. xOO
-SEDIMENT STORAGE ELEVATION 29.50
-
-1 SEDIMENT STORAGE ELEVATION 26.50
BOTTOM ELEVATION = 29.00 BOTTOM ELEVATION = 26.00
WET POND CROSS SECTION
N.T.S. D
NOTE,
A GE07EXTILE FILTER BLANKET IS TO BE INSTALLED BETWEEN THE RIP RAP AND SOIL FOUNDATION.
THE FILTER BLANKET WILL CONSIST OF A MINIMUM 4 THICK LAYER OF STONE (NCDOT #57)
UNDERLAIN WITH A GEOTEXTILE FABRIC (SEE GEOTEXTILE FABRIC MATERIAL SPECIFICATIONS ON
SHEET SW-3)
NCDOT CLASS -B- RIP -RAP
(D50 = 8")
51x5'Wx12" THICK
15" CLASS III RCP
A A
FT
3-FT
5-FT E
Pia 15" RCP INV. OUT / INTO
.MAINPOOL _ El. 27.0
15" RCP 12" THICK
�I�i�l�l�ll
4- FILTER BLANKET
E
SECTION A -A
FILTER BLANKET
(SEE NOTE)
15" FOREBAY BERM BARREL VELOC11Y DISSIPAI�OR
N.T.S.'
BID SET F
FINAL DRAWING NOT RELEASED FOR CONSTRUCTION
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NAB' UNW17060-SW
mm BY. DAP
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1 2 g
SPORMWATER CONTROL NJ&ASURE LANDSCME PLAN SPECIFICATIONS
QTY. SYM. SCIENTIFIC NAME COMMON NAME HATCH TYPE SPACING
HIGH
MARSHAOW MARSH
PLANTING PLAN
218
EF
EUPATORIADELPHUS
JOE PYE WEED
4-INCH CONTAINER
24"
O.C.
FISTULOSUS
262
HC
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
4-INCH CONTAINER
24'
O.C.
351
KV
KOSTELETZKYA VIRGINICA
SEASHORE MALLOW
v v
4-INCH CONTAINER
24'
O.C.
211
SC
SCIRPUS CYPERINUS
WOOLGRASS
4--INCH CONTAINER
24"
O.C.
427
ZM
ZIZANIOPSIS MIUACEA
GIANT CUTGRASS
p p p
4-INCH CONTAINER
24"
O.C.
404
IV
IRIS VIRGINICA
BLUE FLAG IRIS
+ + + + +
++
4-INCH CONTAINER
24"
O.C.
4 g e 7
SCO # 17-17725-01
\h1111
!i!a Lb m
Fo �. Jo Fo — Fo-- — — �mrlA
yp�','�« pQ■
I ,
(
INLET VELOCITY DISSIPATOR
12'L X 9'W X 18"THICK I 7/ 1 III (/
NCDOT CLASS 'B' RIPRAPEW
,I I -100
.,gtrrr.r ❑ q,
I 45AL r
-'— -- — _- 6-FT AQUATIC SHELF
=
FROM EL. 33.30 TO 34.30 ` a '
B
O 6:1 SLOPE (TO BE INSTALLED I I p SEEDBED PREPARATION PLANTING INSTRUCTIONS�I
' AROUND SCM PERIMETER) i
SEDIMENT ,'"ou
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL PLANTING TECHNIQUES I I { I FOREBAY
CONDITIONS, IF AVAILABLE. A. ENSURE THAT ROOTS, ONCE REMOVED FROM POT, ARE STRAIGHTENED AND FACE
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. DOWNWARD. y
I I 3
3. REMOVE ALL LOOSE ROCK. ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE B. CREATE PLANTING AREA FOR EACH PLANT AND EXCAVATE PIT.
REASONABLY SMOOTH AND UNIFORM. O ( ++ y
C. PLACE PLANTS IN PIT INSURING ROOTS ARE FACING COMPLETELY DOWNWARD. I ( +
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX D. HEEL IN SOIL AROUND PLANT AND PROCEED TO NEXT PLANTING LOCATION. I + I cT INLET VELOCITY DISSIPATCkt
WITH SOIL (SEE PERMANENT SEEDING SCHEDULE). �' I I I III 12'L TX EL I Y DIS IP
5. CONTINUE TILLAGE UNTIL AWELL—PULVERIZED. FIRM REASONABLY UNIFORM SEEDBED IS E. NEWLY PLANTED PLANTS NEED TO BE FASTENED TO THE SUBSTRATE FOR THE I II NCDOT CLASS_ 'B' RIPRAP
PREPARED 4 TO 6 INCHES DEEP. ESTABLISHMENT OF NEW ROOTS I �L I I I l \
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER. F. ROOTS SHALL BE SPREAD IN THEIR NORMAL. POSITION. ALL BROKEN OR FRAYED I I i III I , � \ EW-2 I /
ROOTS HALL BE CUT OFF CLEANLY.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. fOREBAY BERM WIDTH
= 5 FT II I I I I — — / Iii
z
G. THE DIAMETER OF THE PITS FOR ALL VEGETATIVE STOCK SHALL BE AT LEAST MINIMUM WIDTH = 5 FT I
TO BE COMPACTED I La O
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THREE TIMES .THE DIAMETER OF THE ROOT MASS PLANT PIT WAIL SHALL BE I I , I / / / �
SCARIFIED PRIOR TO PLANT INSTALLATION. PER BERM AND SOIL
THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER RBOXAT DAMAGED, COMPACTION SPECiFICATIoNS'
REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES SEED LIGHTLY G7
WITH SEEDING EQUIPMENT OR CULITPACK AFTER SEEDING. H. SET THE PLANTS UPRIGHT, IN THE CENTER OF THE PIT. THE BOTTOM OF THE ROOT SEDIMENT
MASS SHOULD BE RESTING ON UNDISTURBED SOIL
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION SS.
1. PLACE THE BACKFILL AROUND THE BASE AND SIDES OF THE ROOT MAAND
AFTER PERMANENT COVER IS ESTABLISHED.
WORK EACH LAYER TO SETTLE BACKFILL AND TO ELIMINATE VOIDS AND AIRI L' {�>j
POCKETS. WHEN PIT IS APPROXIMATELY 2/3 FUL+
L, WATER THOROUGHLY BEFORE _ \ j ,f I 3 ( / A
PLACING REMAINDER OF THE BACKFILL. WATER AGAIN AFTER PLACING FINAL LAYER — 1+ I \ d
PERMANENT SEEDING SCHEDULE (DAM EMBANKMENTS) OF BACKFILL` J
J. BROKEN OR DAMAGED PARTS WILL BE CUTBACK TO UNDAMAGED TISSUE, LEAVING
SEEDING MIXTURE RATE (LR5/ACI2E) INLET VELOCITY DID_
CELEBRATION BERMUDAGIASS 25 AS MUCH GREEN BASAL TISSUE AS POSSIBLE ABOVE THE ROOTS. IF MORE THAN 1 V X VELOCITY
X SIPATCK / / I 8 / O W
FIFTY PERCENT (50X) OF THE PLANT IS DAMAGED THEN CONTRACTOR SHALL NCDOT CLASS 'B' 0THICKRAP I I c w
SEEDING NOTES REPLACE THE PLANT. kV I * I I I I ; b r CO
USE COMMON BERMUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BECOME A PEST.
SEEDING DATES
CONTAINER STOCK / RARE ROOT + + 8 — — _
Z ra
APRIL 15 - JUNE 30 A. STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR THE ROOT // 1 EW-300 1 — — I + L I�bI _ U Z
SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER ONCE / 1 — I LIL j r .r
C(UL. AMENDMENTS REMOVED FROM THE CONTAINER. +.I I91
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 3000 LB/ACRE. GROUND — — _ — _ / / + I I Il — `! x z
AGRICULTURAL LIMESTONE' AND 500 LB/ACRE 10-10-10 FERTILIZER. B. CONTAINER PLANTS WILL NEW TO BE WATERED REGULARLY AND PLACED IN SHADY / / I I I If' E-+ Q
CONDITIONS UNTIL PLANTING OCCURS. I — J j I I p I I IH Z +� E-'
ij
td5llStl FOREBAY BERM EL = 33.30 I — — — / 1 L, ' I�
APPLY 4000 LB/AC GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR BY C. BARE ROOT PLANTS ARE FOR IMMEDIATE PLANTING. OTHERWISE SEE D) BELOW. MINIMUM WIDTH 5 FT co
Z
TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK TO BE COMPACTED I 1 \
WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL D. IF BARE ROOTS SPECIMENS ARE NOT TO BE PLANTED WITHIN FOUR (4) DAYS, PER `BERM AND SOIL / — 3 II ~
TEMPORARY HOLDING OF BARE ROOT SPECIMENS ARE TO BE COVERED ENTIRELY BY COMPACTION SPECIFICATIONS'
A SUITABLE MEDIUM (ETC. SOIL, SAWDUST. MULCH OR THE; LIKE) AND WATERED
REFERTILIZE THE FOLLOWING APRIL NTH 50 LB/ACRE NITROGEN. REPEAT AS GROWTH REQUIRES. MAY REGULARLY SO AS TO NOT DRY OUT.
BE MOWED ONLY ONCE A YEAR.
PLANT LOCATIONS
A. NEW PLANTINGS SHALL BE LOCATED WHERE SHOWN ON PLAN EXCEPT WHERE
CHANGES HAVE BEEN MADE IN PROPOSED CONSTRUCTION.
I i d II
B. NECESSARY ADJUSTMENTS SHALL BE MADE ONLY AFTER APPROVAL BY THE OWNER \ nl i I ( I I I Ilr I I f I ' I / D
OR THE OWNER'S REPRESENTATIVE \
IK8IEt3.
WATER SHALL BE POTABLE AND SHALL NOT CONTAIN ELEMENTS TOXIC TO PLANT LIFE / �R I I ( I I l / MAIN POOL i \
II II Ii s
�I p, I \
NOTE: THE GEOTEXTILE FABRIC PROPOSED BENEATH THE OUTLET VELOCITY DISSIPATER, THE
EMERGENCY SPILLWAY, AND THE RIP RAP LINER ACROSS THE FOREBAY BERM SHALL MEET THE
_ FOLLOWING SPECIFICATIONS:
MECHANICAL. PROPERTIES
TEST METHOD
UNIT
MINIMUM AVERAGE ROLL
VALUE
MD
CD
WIDE. WIDTH TENSILE STRENGTH
ASTM D 4595
kN/m Obs/Ln)
39.4 (225)
25.4 (145)
GRAB MOLE STR04M
AMU D 4632.
N Qbs).
1847 (370)
1113 (250)
GRAB TENSILE ELONGATION
ASTM D 4632
x
15
15
TRAPEZOID TEAR STRENGTH
ASTM D 45M
N (Ibs)
445 (100)
207 (60)
CSI PUNCTURE STRENGTH
ASTM D 6241
N Qbs)
4228 (950)
APPARENT .OPENING. SIZE (AOS)i
AMU D 4751
mm (U.S. SIEVE)
0.212 (70)
PERCENT OPEN AREA
COF-02215
x
4
PERMITTIVITY
ASTM D 4491
oft —1
0.28
—PERMEABILITY
ASTM D 4491
cm/sec.
0.01
FLOW RATE
AMU D 4491
1/min/me (gal/min/fe)
733. (18)
W RESISTANCE (AT 500 HOURS)
ASTM D 4355
% STRENGTH RETAINED
90
'ASTM D.4751: ADS IS MAXIMUM OPENING DIAMETER VALUE
PHYSICAL PROPERTIES
TEST METHOD
UNIT
TYPICAL VALUE
MASS / UNIT AREA
AMU D 5261
9/re (oz/yd2)
210 (6.2).
THICKNESS
ASTM D 5199
mm .(mils)
0.4 (15)
ROLL DIMENSIONS (WIDTH X LENGTH)
—
M (ft)
3.7 (12)-X 91 (300)
ROLL AREA.
—
m' (ydP
334 (400)
ESTIMATED ROLL. WEIGHT
—
kg Qbs)
74 (164) .
TOP OF DAM = 37.00
2 1 1 3
6' WIDE
VEGETATED SHELF
N I I i I III i I) I I b I o �- m J/Cn
/-" I C?
0
t
6-FT AQUATIC SHELF/ I I I l i r \\ I Imo, x SUBSTATION,
FROM EL_ 33 30 TO 34.30
O 6:1 SLOPE (TO BE INSTALLED / ✓ / % / / I I — — = a r�+
AROUND SCM PERIMETER) `\ j a
Z
SEDIMENT
\ CLEANOUT
EL E
TOP OF AQUATIC SHELF - 34.30
v NORMAL POOL - 33.30 a, I M \ \ a
(' it
- 11=1 11=1 11-11 I-
l—III—T'i
\�0� \��\���_\ \� I �• GRAPHIC SCALE No.
30 0 15: 30 60 UNW-17UIiU
maNera: UNW17060-SW
\ 1 inch so fl cascaso BY. DAP
DRAIN BY:
MEMWAIM CONTROL MEW= LANDSCAPE PLAN VIEW 'pRAS-xoA
VEGETATED SHELF DETAII. 1" - 30' BID SET
Herat $-5-18 '
N.T.S.F
r xoS 3
4 5 B 7 FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION ;
8 4J MCADAMS

1
E3
3
4
5
11
7
Ifl
C
)C
I
8
SCO # 17-17725-01
GRAPHIC SCALE
60 0 30 60 120
1 inch = 60 it.
_-'5=
1 173614.3524 2333018.013
2 173551.6309 2337985.431
3 173523.1011 2338009.813
4 173477.8453 2333046.902
5 173457.3113 2338064.923
6 173418.3321 2333104.223
7 173399.1056 2338128.879
3 173356.2498 2339151.498
9 173325.6648 2338154.02
10 173321.0007 2339165.02
11 173326AM 2338181.018
12 173283.7579 2339211.615
13 17322&8061 2339250.022
14 173202.1854 2339262.634
15 173183.9206 2339276.657
16 173162.5925 2338302.562
17 173149.1343 2338321.541
18 173128.6557 2338352.24
19 173135.7201 2338363.422
20 173145.1592 2339374.125
21 173174.5574 2338433.889
22 173035.5778 2338650.05
23 1730M.275 2338666.617
24 173086.963 2339699.792
25 173126.7 2338710.72
26 173171.15 2338735.654
27 173215.119 2338760.154
28 173246.555 2338777.6M
29 173317.5497 2338816.729
30 173349.657 2338834.606
31 173394.419 2338859.493
32 173440.SM 2336885.297
33 173487.276 2338911.19
34 173530.446 2339935.226
35 173574.7259 2339959.795
36 173585.8484 2338%5.131
37 173596A651 2338955.39
38 173634.6191 2338976.9M
39 173621.5974 2339002.365
40 173656.2901 2339020.572
41 173679.6085 2338%5.677
42 1736951705 2339964.066
43 173704.601 2139961.911
44 173703.6307 2338982.544
45 173697.8086 2338991625
46 173697.367 2338997,171
47 174192.1105 2339254.52
48 174224.4251 2339265.891
49 174247.9494 2339229.919
50 174259.5502 2339212.606
51 174275.2491 2339200.09
52 174283.3214 2339195.042
53 174308.3271 2339147,936
54 174271.6219 2339129.4%
55 174269.2436 2339126.213
56 174265.3885 2335123.439
57 174262.4074 2,339112.14
58 174263.4914 2339Ml-M9
59 174251.5669 233SW2.942
50 174257.0028 2339M3.762
61 174257.2735 2339045.949
52 174257.482 2339023.05
63 174301.3921 2329990.802
64 174311.6483 2339985.671
55 174328.3896 2338996.96
56 174470.1399 2339065.248
57 174475.1528 2339055.842
66 174497.3755 2339067.553
69 174527.6798 2339015.1215
70 174598.935 233SM5.495
71 174669.3453 2338760.735
72 174655.3846 2338752.531
73 174652.63 2338742A6
74 174672.0001 2338708.643
75 174686A859 2339705.951
76 174690.3946 233SM2.M5
77 174627.5809 2338575.698
78 174551.0585 2338482 735
79 174474.0516 2319396.315
SC 174381.6757 2339314.097
81 174275.3425 2338235.705
82 174188.2818 2338211.33
83 17413LM14 233817S.128
34 174107.2665 2339185.416
85 174055.9475 2338288.51
96 173995.9768 2338108.39
87 173994.1492 2338282.877
88 174006.1219 2338258.137
39 174034.1257 2338218.619
90 174048. 3241 2119197.953
91 174073.5891 2338146.159
92 174122.9122 2338050.034
93 174122.2039 2338049.289
94 174071.3467 2338020.394
95 173952.3523 2337958A89
96 173877.3673 2338131.771
97 173808.2846 2338272.867
98 173917.3196 2338334A52
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SITE DATA
OWNER/
DEVELOPER
UNIVERSITY OF NORTH CAROLINA - WILMINGTON
601 SOUTH WILMINGTON, C ORTHEROAD CAROLINA 28403-5620
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UNIVERSITY OF NORTH CAROLINA — WILMINGTON
601 SOUTH COLLEGE ROAD
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ADDRESS
WILMINGTON. NO CAROLINA 40 —5 2
R5515-004-002-001, R05511-003-001-000
RB (REGIONAL BUSINESS), 0&I (OFFICE &INSTITUTION)
SCO # 17-17725,01
PARCEL NUMBER
EXISTING ZONING
EXISTING USE
EDUCATIONAL
PROPOSED USE
PARKING LOT
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601 SOUTH COLLEGE ROAD
TOTAL PROJECT AREA
10.18 AC.
DISTURBED AREA
9.75 AC
5.13 ACWATERSHED
WILMINGTON,N(�F�'THCAR(�LINA28403
IMPERVIOUS AREA
CAPE FEAR RIVER
SOILS
(MURVILLE FINE SAND), Se (SEAGATE FINE SAND)
Pn (PANTEGO LOAM)
PARKING PROVIDED
573 SPACES (TOTAL)
PROJECT NU-M-BER9. UNW-17060
LOADING SPACES
1
DATE: DECEMBER 11, 2017
REQUIRED SETBACKS
N/A
THIS PROPERTY IS NOT IN A FLOOD ZONE PER
FEMA MAP 3720313700J DATED 04/03/2006
*ALL SIGNS TO 8E PERMITTED SEPARATELY.
+THERE IS NO FLOODPLAIN LOCATED ON THE PROPERTY.
OWNER:
SHEET INDEX
CS-1 COVER SHEET
C-1 EXISTING CONDITIONS
C-2 PROJECT NOTES
C-3 EAST PARKING LOT DEMOLITION PLAN
C-4 WEST PARKING LOT DEMOIMON PLAN
C-5 OVERALL SITE PLAN
C-6 EAST PARKING LOT SITE PLAN
C-7 WEST PARKING LOT SITE PLAN
C-8 DETAILED BUS STOP PLAN
C-Q OVERALL GRADING AND DRAINAGE PLAN
STACKING SPACES IN/A C-10 EAST PARKING LOT GRADING AND STORM DRAINAGE PLAN
C-11 WEST PARKING LOT GRADING AND STORM DRAINAGE PLAN
C-12 PAVEMENT MARKING AND SIGNAGE PLAN
EC-2 EAST PARKING LOT EROSION CONTROL PLAN - STAGE 2
EC-3 WEST PARKING LOT EROSION CONTROL PLAN - STAGE 2
EC-4 EROSION CONTROL DETAILS
EC-5 EROSION CONTROL DETAILS
DETAILS
UNIVERSITY OF NORTH CAROLINA — W I%MGTON IS- i EROSION
PARMNG LOT LANDSCAPE PLAN
601 SOL;tTH COLLEGE ROAD Ls-2 WI+sT PARKING LOT LANDSCAPE PLAN
LS-3 LANDSCAPE DETAILS
WILMINGTON, NORTH CAROLINA 28403-5620 SW 1 STORMWATER CONMOL MEASURE PLAN VIEW
SW-2 SPORMWATER CONTROL MEASURE DETAILS
PHONE: [phone] SW-3 STORMWATER CONTROL SURE LANDSCAPE PLAN
13 ' D-1 SITE DETAILS
D-2 STORM DRAINAGE DETAILS
CONTACT:
D-3 MISCELLANEOUS DETAILS
IR 1 EAST PARKING LOT IRRIGATION PLAN
MARK MORGAN, ASSOCIATE VICE CHANCELLOR IR 2 WEST PARKING LOT IRRIGATION PLAN
Fo OF BUSINESS AFFAIRS FACILITIES IIt 4 IRRIGATION PUMP SYSTEM
�� cr "° EMAIL: MORGAN] OUNCW.EDU E-1 LEGEND, ABBV'S, RISER DIAGRAM, DETAILS & SCHEDULE
E-2 ELECTRICAL GENERAL NOTES
` E-3 ELECTRICAL DETAIIS
6
E-4 SIGHT PLAN - POWER & LIGHTING
SITE
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= 27436 T FIE JOHN R. MCADAMS
COMPANY, INC.
CONTRACTOR SHALL NOTIFY "NC811- (811) OR (1-800-632-4949) AT ; r '�GINEti• P
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION ''.G�VORq",g`5`'�`,.`'
VICINITY MAP OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. 1 01 2905 Meridian Parkway
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE �)-' Durham, NOTE$ Carolina 27713
NTS Know wharS below. THEIR OWN LOCATOR SERVICES INDEPENDENT OF"NC811". License NO.: C-0293
Call bdore you dig. REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. (800) 71-1 ■ McAdamsCo.com
dig. MCADAMS Contact Daryl Rig�S, PE
[e-mail]
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TOP GRATE: 37.35' 3zs' EIP 35. ' /// __ _ _ 3fi.5'
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( ) 3 38.1' 4 WOOD POST. 3s.9' // / TOP GRATE: 88' 35.9' DROP INLET a
3e. B3 37.4 // INV 12'RCP: 34�08'
INV 42'RCP 3242' sv RD �3g (TYPICAL) 3 3ss' /// INV 12'RCP: 33.11' o
/ TOP GRATE: 35.36' 0
1� �.15cu z 12'PINE �� Pq •w ti BOTTOM OF $LOP 36.9 /p/ "BUMP' SIGN ¢
kT �'' TOP OF SLOPE 3s.a' 6.2' o a
ti ~ .8' h�'.4� 12'PNE - � infi CO 37.2'• 6. S.9\ V3s.e' 3s.a' "STOP" SIGN _ DROP INLET o 0
a 36.0 �.1 "BUMP" SIGN / ' 24'o K ti
2'GUM37 3g /
Q.037.5' { 6. 12°GUM t4'PINE� \\ El P ��� 36.4 '�sq(/, 361 CONCRETE 3.y W.2' \�"3� 37.4' cTOP GRATE 36.54' Z o n
• 4 i6 PINE 13'GU fi'PIN - \ 1' WE CONCRETE HEADWALL M _q• 3' 1 64 Aq .3 INV 15'RCP: 33.14'
�, 6.2' CROSSWALK \ O x o
12'PIN 24'PINE 14°PIN 7.9' Ell 7.ob 36.8' 6,3 4• \3
"6GUM 37 J.7' \ INV 12"RCP: 33.6D' - \ 36.fi 366 36. .4 33'PIWE yy58 y'"'\ 37.5' z0 z o
!'.• 3� 0• 6Ba', 'f'' PINE 37.9
�l•! ,1 7. 1$"cu^ r^ '�i2"GUM :� 12'cuM / SEAHAWK SQUARE INV 30'RCP: 3294' i s 36.4' 3s s 6 36 s 3 zz oA (` y Of
o F v1
INV 30'RCP: 32.85' i a� 32.3• '�l a o k'
3zs "S 9' P.I.D.: R05515-003-002-011 h : 3z.7° I - \.. 70' .a' P EMERGENCY CALL BOX, �' o 0 0
1 \ 16"PIE 2 PINE 12'PIP{E ^.� r i ' 12"0 36.fi 36.5' q
12 GUr� �2'PINE z( PINE " s MAc. IOANNIS and EVELNA KARTSIMARIS INV 30'RCP: 3285' - ! c 3s.7' '' / i R / IELEPHON 3s.0' \ CROSSWALK SIGNAL & < ¢
y y 372 12'PINE DEED BOOK 6040, PAGE 1383 INV 12'RCP 33.73' ? i �v� a C, 36.7 36.3' 33 PINE 7.1' T.. \. $TDP SIGN
y \ \ \ 37.9' 2"PIN - t 36.4' VAULT 3j ./
\. �\ 12%NE / =! :,1 36.6 '>;';� ti'% 1�°,D'Alf7 / ` / '•� 26' NEB \ \ 66 DROP INLET o o 0
3za' 12'PINE ° .9' \ TOP GRATE: 36.75' ¢ ¢ ¢
` STREET SIGNWAR 4•PINE '� 63 \ / ' %..� `�` .j6 _ °36.9' 6.5' \. 37.4' o cJ o 0
\ 38.9'; - i6 INE TNiN 1 'GUM 3;� �.T ELECTRIC �i' 6 120 4�32, r I 7"� 36.6 "32°PINE \
,� 3&I' N _ g )"^ 4'1 'r . N < 3G� \ INV 15"RCP: 33.60'
38.1' 24 PIN 12 PIE i6'PINE 16'PI - 4'OAK 7yG ,y5 r,r 25"PINE 'f( 36.6 363 ,359'
•�,' �O STOP SIGN i1 \ 38.3• 2°PIf{E �;3 14'PINE37.2' 37.6 f , -� / BDX ,.,. f / fit' • 6, / 12'GUM 4° \ 36.3' T P 37.3'
�Lr•, ny \ \381 18 PIN �I`,4 1',� 4' �� /� /' ..,, 1�, aT 6.5'<s \ 30'PINE \ 'K 7 Z
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J GUM % i 36.5 r \.
N PIN 38.0' i 3 `; j_ „ %-� 1 r r / 7 .16'PINE ('PINE '4.Yp r�26°OAK\ cj 'o '.�7.3'
39.t 18 N 2'PIN PIN �18'PI 14'PIN �3% 11 N .1' 2°PINE i/ STY i 1 i / /, / / 3s.1' !� d,� \ 2. �\ _._\ \ {pr `�' , DROP INLET
36.6' '9( E % 7.3' i ��- •GU 14°PINE r 35.a S s.2' 3J 373"' TOP GRATE: 36.56'
�'j�,���y+,/, �/ / i6"PINE g' P 36.4' 37.4' '�
V 8.5' 12'G M �/ Ig'PI 1(T-� 18'PINE�16"PIN A �� _ j % / / r f 7 // 14"PINE A 366P1NE \ .0' d 7.8'INV 15"RGP: 34.69' \ 1 'PINE 18'PIpEE A �, U , , / / , 36.1' 4i% 3s.s'
y \\\ 8 E 5"PIN� '36.9' 16 NE tg^ %/ �� / �' V .0' / / / , _3 p,,,.. .T 28'PIN 7.9' 37`9' Z
O r\ �� 37�q 1 'MAGr GU 3"IXl 12"GU \\ 2'PI l J'� \\ , �2 1. , i ,i6'PI E�` 24'PINE 36.9 i6 PINE c " 12 fi ¢gP� \ 36.5 26'PINE �iTj4 ECM "UNCW-4'
PINE M�O'A7MG, Z0' l- h Q1B'GUM 2S r6 / PINE - 36-T2"G 24 PINE 35.8'• 6.5' d,<.y+< . ® 7.2'
C f v� 12 IN g5 8 18'PINE� 2' UM T � 6 �/ c 5' �J / 26'PIN OAK 6 OAK ^ North: 688 26 }
SYMBOL LEGEND:
SE]p
EXISTING IRON PIPE
'"O•, UTILITY POLE
ORBS
REBAR SET
-O GUY WRE ANCHOR
■yy,ECM
EXISTING CONCRETE MONUMENT
XX LIGHT POLE
�c if
WATER METER
(D ELECTRIC MANHOLE
Q
WATER VALVE
FIBER OPTIC MARKER
y
FIRE HYDRANT
TELEPHONE PEDESTAL
Vy
IRRIGATION CONTROL VALVE
8 TELEPHONE VAULT
CURB INLET
� SIGN
®
DROP / YARD INLET
BORE
p BORE HOLE LOCATION
QS
SEWER MANHOLE
-34.3 GROUND SHOT ELEVATION
®
SEWER CLEAN -OUT
LINETYPE LEGEND:
SURVEYED LINES (BOUNDARY)
-
- LINES NOT SURVEYED (ADJOINERS)
- - - - - -
RIGHT-OF-WAY
FENCE
STORM PIPE
-
- -oE- - - - - -
- OVERHEAD ELECTRIC LINE
---E---E---E-
UNDERGROUND ELECTRIC LINE
ro Fo Fo-
FIBER OPTIC LINE
-
- -ss- - -ss- - -ss-
SANITARY SEWER
-
- -w- - -w- - -w-
WATER LINE
32 -� " -' --�_
MINOR CONTOUR WITH ELEVATION
-
- - 30 �-
MAJOR CONTOUR WITH ELEVATION
RIPRAP
ABBREVIATIONS:
EIP
EXISTING IRON PIPE
MB MAP BOOK / CABINET
EIR
EXISTING IRON ROD
DB DEED BOG(
RBS
REBAR SET
PG PAGE
ECM
EXISTING CONCRETE MONUMENT
BLDG BUILDING
INV
INVERT
EL. ELEVATION
ELEV
ELEVATION
MHSS
SEWER MANHOLE
RCP
REINFORCED CONCRETE PIPE
TREE
LEGEND:
,'r
CEDAR
`"' MAPLE
•�
CHERRY
? OAK
DOGWOOD
PINE
GUM
+} POPLAR
>
MAGNOLIA
GRAPHIC SCALE
0 25 50 100
( IN FEET )
i inch = 50 ft.
13'PINE 12^PINE 18 PIN �5 - C ((yy,�,� Sj ' - ,"h / / r 16 PIN 16'PINE 16 PINE 24"PINE 175.9 _ -36'" \ 36.8' 36.2 •`�}); 372 7 O Q
SANITAR MANHOLE E 24'PINE .� IS"PINE' 18'PIN 'PINE -VN APy_ !i / _� O " ! 3. 6.6 , _ 7 Easi:2,339�006.48 U
13' 36.6' 16"PINE 16'GU !- i-�'/ Q' it 7 / / rb/h� 0"PIN �. ^�, 30'PINE �-
f M C �A1ryI i _ �� / 6 PINE 4'PINE 17'PINE 35.5'• 36.4' 26°PINE \ 6.5 P.s' 36.4 (n p
/RCA: 3853 3a. \ a RNiE t "P a'cuM ta' E �6.1 q �A1 /i t2'cHE /�. � s. \\ 6"OAK 4 a DROP INE 37.01' 0 Ln ¢ r p
/ 18'PINE 1E MAG. 14'GU _ 136. _ / , / E 127MAG. �; 18'JNE ® 36,6'
\ 1 'PIN i / b r , 'r-
38.9 .4 \ 18 14' INE 16"P E 18"PINE 16 P E 4'GU _ "� / /.i >10'OAK TYPICAL 36 69
\\\\ \14-PI M 36. 1/C \ \ y / , 0"MAG. 35.6' OPINE ( )`36.8' ® 36.8 N LA
SANITARY MANHOLE \?\ 4 P1 V \1`\\ \ , , V .s /t �3s. z GUM /' 37. TOP GRATE 36.57 Q
'PIN C1; a i 3� 1 ,! 8'PINE 14-PI 3 4n'- 22'P E z4' INE 20"PIN., 1 "GUM , , B PINEG` r, . i �' \ YIELD TO p
RIM: 38.33' EIP 8. \\ \\V4'PIN E 8'PINEG 8PINE 16'PINE �_ Bf)INF 36.5: / �aU\\ / 9' j �,-PINEs 36.5 .9' 0' \ INV 12'RCP SE 34.58' 0 U
. \ 1'GU 5•" J6.1' �, 1 , `t° , P •� i / 31.' / -2D ° 14°PINE 36.z' 3b.4' PEDESTRIANS ( )' Q Z
<12'GUM 'PINE 6°PI 6 MA 16°PIE IS°POP AR \ \ +� '' 6'PINE 36.5' INV 12'RCP (NW} 34.55 0 _ Ih / CONCRETE SIDEWALK \\ ,36 9°PINE 0 ? \ 3h%/, 22'PINE � 12"GI1M .i 4'PINE \ 37. W U cD
\ , 3s.a' r , 22 PIN Ycu� 3s.7 d 3' INV 15°RCP NE 34.5Y EC
38.6 \ \ 15' 14'PINE CU .� •9� 0 4 \\, i ��\ \ /
30.D0 9.6' fi°PINE 1 ° INE 6° E 14 POPLAR �a IN 8' M 3 �\ \ : hi i / B'GUM 36. ' 20 INE } 24"PINE 6 PINE B'CUM 0"PINE 36.7
38.9 \ \\\ 12"PINE 12°PINE 6'PINEK� ^y$,. 8 GU11 , ` 4 / / 14 PINE 'f r Pm� . 3 `� /*\ 2'PINE '\ ( )
14 P 32°PINE �, t'3` "> , / '7"5 20 6- 34,q 18°PU4E 15PINE )1YPINE i'3 // Q W Q
\ \ _ 1 'PINE 18-PINE TN1N CEDAR'-- 8' `)) \ Q� ry / I,t P!1D1iE ` / 14•GUM 22•PINE �` C( L�6- - - 2-12°GUM _ 1 'OAK INV 15'RCP eun. 34.40' 0 W: = O
S 50'44'41' W y \ \\ ' / 14"GUM ' 16"PINE 12'PI // (•'^!•
P4� .36.3� 18 NE � 16 r�� �..� .i` 2d,:'.V `� 2 TAL/ / 7.0' �- 24°PINE 05. 18°PINE .. 0"PINS 35.6^ �. 3' W
/ 'Y \ 3. 2 PINE\ 1g'PINE 12°PINE 18"PIN 6'PI 20'PINE i6'PINE .37 .: `N ! 36,3' �& / - 3 4'CUM I6'�M PINE 4 PINE 14"PI "- 15 PIE CROSSWALK SIGNALS rn
30.00' N 50'44'41', `\ \ eNE NT N /! /.) �- ('cuM 2('PINE; eaP 3s.6 Z li
4'PINEi4'PI E 1 INE 12 E 36.2• 36.0 i6'PINE u,• ,6, i f 36_ 20'PINE 36 24"PINE 20 PINE - 13 PINE 4"PINE WE ELECTRIC METER o 0
2 PINE 2"POUWFP1 16'PINE 6- g7 �6°GUM '� 12 MA�GNCLIA�) 35.9'19 GU (2)8'OAK� 1 INE �-�� _
(TIE FROM ECM TO 9. 3¢, ° PIN
+ . 2"OA//� GUM ` h� 6°PIN 6°GUI 22°PINE _- 8'GUM // (p p)
38. 39.1 �B\ 220°PI 3'PINE 4GUM ro_31 12"PINE \ .3 r„ �� 4'� / , / / / t.+ 18"PIE 24'PINE 6.2' *18"PINE ,W.^ 12"GU j (V
9T w 6'P .\ 6\114'P 6 PINE G / ('PINE 18'PINE 16'P ;< r _ r37.9, j,p• i / 4'FlN�10"MAG. VS10'CHERRY YGUM 24'PINE N.A,,4 20°PINFr, 4'CHER)i�8'GUp6.5' 6 yi! 3zi CONCRETE CROSSWALKS -�
37.3 ` \ \ \ P 14 'T2"PIN€- PINE /�12°OAK 20PINE -_-- .0' 3t 2" r S °3 .1' �•, MA :
37.8.�38.7\ 1qq"PIN 6`PI 7. 17a NE 36_Do 30 E M 20"PIN � 22"PINE 037.0
I14"POPh / I / ;2'
PINE 20"PIN 22PINE 18"PINE 26"PINE ' 20 PINE ('PINE 36' 6 PINE n iP PEDESTRIAN SIGN W9`\5\1 \• 1fi'PIN 4'GUM 1 'GUM 12'OAK J12"PINE t4 r IPi i / / / / 9 �'-14 MAG 20'P E12'GU '\•" °G i,/37.3' IS"PINE 20 PIN6°PINE 1E22°P E3 4PINE 12"PI63-a9. 14"PINE \�'NE AG - 2 - 'PIN 6"PINE 12'0 9
20°PIN PINE ' A 1 NE 36.2' 36.3' 10'OA / , , 1 / 14"PINE '-.=A3°CHERRY 6 MAGv 4 BUILDING DIRECTORY SIGN
'9 \ \ J \ ` 36.1 7'GUM a 10 MAG , 35. r 20'P E 7 6 CHERRY 14"MAG 4'MAG.- "PINE �(q_K t^ p
/\� 'Q \ c 1AGUM PINE 16"PINE 4' 20'PINEn'PINE3636.4' 3 631.4' ' / / / / = ",>.`� j1.`. '� O'PIN6 / ZS
7.4 „� 366 \ ,3Zf 14 PINE 4"GUM 12'OA �'-� • 18'P NE / r ! / / 14 PINE %�. 8'PINE 5"CHE . �4'PINE , i6'PINE 4 CHERRY , n 4 NY <6HERR �.6' 3 CROSSWALK
r 28 OP 18"PINE - i"` 18 PINE B'OAK i ZO' , .Q \ � 8"PINE � ,� 1 � �� 15°PI � / � 14°PINE--�.-}8 PINE 8 CHERRY '1 �y(� 4'MAG. / ���
37.8 l , \ 2 GUM 1�'GUM ! . - 36.4'/ / } 32 2' j /^' _ 22 P NE /
2(°PINE i 6.'. i /���� G.3' 36..` / ,309' ' + i4'PINE 22'PINE Re 1 °GUM' `-__ 1
39.0 g.p g,3• \ \'+�, Q2 PINE 'L4 1 ' LI '� \ "�,y�.� ,/� ! - 30'PINE °1 10'CHERRY'vi, , O'PIN / 12 OAK '� Q 26'PINE 3.
14' - 1 PINE 326 \�� �- 'g/ % 161.0'� / /'-: ( 12°PINE i6'PINE 3i.3'12'PINE 6^CHERRY `� ('PINE _.. 14 PINE / "GREEN TRACK" SIGN
35.9' % �. \ ��p 3 .5 3 g 9 PINE' $TR pT
20"PIN Y�J� 21 .•' 6 PINE ,' 323'..� �. _ gj / r 32;3"% i h \ 36.T, _ .a' - 20'PINE 372 / h , �56.
14' �- n ; /32.6 ;i / / r !� f 10"MAG. T5"MAPLE �1!} PINE 20'PINE 1YDAK �4 10'CHER h SIGN
2 'PINE 3. °3z3' 7
4'PINE 18 36.1, 14 PINF/ / 31.T�� "\_ �33ri2b' n rtra, 24'PINE RY, b -22 M 18"PINE
y� 18'PIN 1p'GUM I �� 82.5' / / ,l / i I � 24'PINE 12'PINE�-' ,. 13'PINE � I PINE 'y 1 °PINE �' 18"PINE 0°PINE CONCRETE SIDEWALK
9.1 6'PINE cb r 18' PINE 18"PINE /
�. �� ,/ 18^PINE �'1�'PINE M / / i 3t.5 , y. /, az2' " 2w ('.PINE ,. 8q� �' �� DROP INLET W \ 36. 18'GUM 18 IN r / s r ; ��- -3Y / / r.1 `% 3b.6' 24°PINE 'Sl 20"PINE PINE 3Z ' 37 5 20'PINE, 46 37.2;! /
CONCRETE DUMPSTER PAD \ 39.1 �\ 36�Se 14°GUM 18� 20 % 24"PINE 0"PIN 0 PINE 24"PIN / /
' \39.6' \ \ 18 1E �6 r ` --- M '� /'�1 ('PINE/ 28'PINE 7 32'PINE 4 � r 22'PINE 14°PINE 4 J 24'PINE, J , �' /� "Si ^ TOP GRATE: 36.21'
�\ / 18" E F 3 1 PINE i / / _ \�� / / 15"PINE p7.' 2.PJNE 30"�-
CURB INLET \ 4GUM �; �3.1' YUdEL. i; 0°PIJ4� 22 PINE 374' INV 15"RCP (NE): 33.95'
\Jj� /� 36.0' C' "MAG. / v 3i 3' %37.8' 8.1 3�6'r , i / 18°PINE 20° INE', 'b'CHERRY '30 PINE 12 GUM "4'a 12"CHERRY 14°MAG. 10'OAN .- 7.3' 7.1'
TDP 39.48' \ \ ` 3"GU 6 M 18"PIN 2 GUM M \ / 18'PIS 20' I� / 22'PINE b ., fl INV 15'RCP
/ u \\ C° •• / ry .49�L$0' /3�. / f8"PINE _ � 61DURY •6d4's77.3' 1('OAN 3Z5' (SW): 33.91'
f \\ 3g \\\\, 12'G 14'PINE 36. ' /; ! �/ /5.8", \ 2 6 W ; -_ � (4)14"PI�NE
AAALLL 18'PINE 6^CH 'CHERRY PINE ' ^
\ N Q / r\ ' . `4 14'PINE / 3 36.8 WOOD POSTS (TYPICAL) V /
TELEPHONE PEDEST\. \ j J \ •\ 6 2'GUM 7 \ i- m 03 //; / 20'PINS 2-16"MA IPC� E 0 PINE - 6°PINEA 5 ?IPo'E fi PI 36.9'
�qVRB INLET` 12 W h , 4 f // 36 20 PIN 2&'PmE / TRAFFIC SIGNAL CONTROL BOX
?s 773 20'PIN! 17 AK 1 ° E 15 PINE 18"PINE 14'PINE 373' 2U"PINE � _37--,
16'GU ' / //` p16 , / /f�/ 20 PINE t<"` ;�41„�r; 0"PINE r ,16'PI E £" ds'\�10°OAK /
OP 3953.7\\� `\ q�/ 39.3 \\"G \\ f3FiNE UM / / %/ /ry / / 325' 24PINE jam,'' PINE6J%:/ 6' CHAIN LINK FENCE
'V / /'/ 6'M j°4 i,. x; "'�"'E 16"PINE 7p
�,'137.2^ • 18"PINE ! ^o i A� % r / I A \ `" 1� �'� �� ZO"PJNE 17"PINEq 10 CH MR, „/y
14 GYA1 / / yf7 ///�45E' / / / / / 2)6'DAK 'PI 14"PINE \ _ G. 'PINE 4 CHERRY 6 PINE /3 / 7a' INV 15"RCP: U82'
MANHOLE \ ° 3741' �/ 0� �2' NE 18'GUM 0°GUM \ 2MA .' 14'PIN32.8'i / r /°PINE�! 24 PINE ` 1B PANE 4°C4iERRY ,37.5'
/ANITARY3s3 \ 14"PINE / ' 52'PINE S ,PoM: 39.4D' '\ \ _- %E� UCTURE / ( / � 2"GUM 24 INE 13'PINE 10°0 <'p 4°PI J20'PINE .\ 14"PIN 36.ba ' /�/ / r / 18;PINE 374' "PINE
18'PIN 36. /i TOPS 7 it 2 % / q• 0• 3ZT112"PINE 2)6°MAG �-'\ .-30'PI E -12"POPLAR\ 6"CHERRY 28'PI
,."°>� L 20° INE " r,
U+ \\\\ 37.6 4.� / / // 7 30'PINE I '� 2YPINE ( 1p°GU 10 24"PNE �° 15^PINE t �' "PINE 3a.T NQ
\3` e,6 33.2/t r 1/r r 37.6' 18"PINE 18'PINE 30'PINE 3s.6' 1� 3'�12^POPLAR - 3.' 1„I�
•� A .f�\r• 20•PI �� �/ �( / / ! / / ' I 18'PINE %S-5. ' .9' 2, r
40.i A ,9' 00 I / 7 I 12'GUM "�-'Y2'PI E 26°PINE
/ \\ \\\ / 2l Y \- Yam• (, / // 17°PINE 12'M GNOL.IA 12'OAK 10'G M 22°PIN 32•'PINE �30 22°f�INE N\
\ �\ , \\ 371' 18°PINE , ` 14-R(:P•\ g; pk•{• ! i ,/ // ,i J 1, 37.0' L 30°PINE O
S.� \(�^y l r�l -__375 2 ( 18'PI \ 30"PINE 30 12"GUM'. .n /i
(\ 7.3 _3'3 i ` 1 - / / t8'MAGNOJA 12 `GUMMAGNOUA 12'PINE •. ', } PINE 36,5� J / , /°37.6' C
\ 2 ha.a_ ' / ' 2 PINE 6"CHERRY 14"PINL 0 OAK 6 CHERRY 30'PINE 30'PINE �� 30 NE L.L
'�0.8 � "\ '\�-\ / 312' / / 7l0' \' '` 12°OAK 20°PINE s '" 30'PINE //r
/ \ \ �� ` PINE 24 PIN 2 PINE 6 T� 2�"PINE 36.6' O
? r d<o r C 38.4 0.3 Y 7.4' \ 28.3' / ! 3a.1 ' `.•' 20'PINE 16" NE t, y \�6.9' " - 12 OAK 1 /
o $e.'�' /32 , i� \ 369 16°PINE 18'PI 41
-
SANITARY MANHOLE HTIMNICK R A� N PINE \ �' 37 i 3 6'CHERRY - 9"PI 16 p5 E &10^G aM 37 2 2 PIN, 4"PINE NO) p4/y
e _ 99
\ ` �, 4'MAGNOIJA \
HICKIX2 O , 1 ,� 12•CU B\ '' CHERRY -36-- 7 38 <
\. \\ \ ° ,� fNE v 1A"6AK 3 7.4'
RIM: 39.44' 38.1 �\ \ 324 \ � ` � 368' � 2)24"PINE 353
�-' \ 37.3' �� IN`7/ 14"GUMIS PIN,. . 7 36 9 d .+A l // // ,y 7.8'
\\ \\ \ \ \ �_ t to°OAK \ P 3a8� \ 15 PINE �15^PINE 15"PINE\ - 8"MAGNOLIA \ K� y INV 24°RCP: 33.23' y a0 \ \ \ "3 31. /r 37.9° \ \ a' uM
INV 24"RCP 33.25' \ e.a \ \ \32.0' 241,' / az \ ^ aa' 12 uu� �' 2"PINE " jr�' 2 PINE
\\� \\' �\ °'< / 4� \?-. +.�` [ ! \ 3i2'�M ]2'PINE_ 2"PINE 10"GUM, f4 PINE 5PINE 69 12°OAK u
INV 24'RCP: 33.01' ro �� \ �\ \ �� 31.6+ ` 7, /kT/ 20° �22 PINE,22'PINE �� �.. / 7. N ¢
9'OM 1 }. \\ 6��" 32„ 324'/' - ! �\ INE 10"MAG 37.0 Z
INV 12'CPP: 37.59' ,ll_,M .5 \\ 37.4 \iS� \ / i -� 37.T° ,zy ,j)�Y1'GUM 1 'PINE 4"PINE ��i C .r'a 2"OAK a 4
40.0 \ 3\ / ti j'I' 3g8" 26'PI / 2 O
40.2 \� \\%. 4\`7.� �� % /:38.1' 18'PINE 1� �3r31 INE "PINE�7°M 37 W
0' \ ��� M 37.7' 611eAGNOUA 18 NE 1 ,INE 127GNM 18"PINE p2�pl/NE r 4s i Q ZB' V
37.8� .7 \� 36.9� �� / 370 F p`! 10'MAGNOI,I �20'PINE �'
I 39. p �- 37.fi' .0� Q V 0°PINE 12"PI 371 0"PINE 2'OAK / o3Z2
o �\ .T \ �371' ::f 4"CHERRY'^r+t �z 12"MAG. ._Y i// Z� �7. Q
39.1 l ,38. �' 1 7.7' / 07.6' 37,.2,� - 2"MAG. 26'CHERRY 18°PINE 36.5'
\ 36.6 372 ap 4'CHERRY 20 PINE 14^PINE ° 2'PINE 1Z'PINE 37 = z
GENERAL NOTES 39.0 9.6 1 - / L , 4
� 371' 24'PINE 4 cuM ,372- INV 15"RCP: 33.24'
.L:, 3B7 i 373 �%
39 - �e / 37e1' .2,3$ 24'P NE 10'P E� 20°PINE 8"PIE 4"PINE -6
1. THIS IS A TOPOGRAPHIC SURVEY. \ 40.a \ \ y\ 36.7 PINE y"C RRY 26'PINE o37.3
INV 12'CPP: 38.04' \VI .9, \� \\ 8' ACNOLIA 7p• / 15-PINE - ' P, ! 'OAK 3 6"CHERRY 24'PINE / / } 7.6' O� ' ^
a d , , 12'OAK '/ 37.8' .S V J
2. ALL BEARINGS ARE REFERENCED TO UNCW PROJECT GRID. 3 s , o, 2zPINE 376" MAGNOLIA gPINE 4"CHE Y 4'CHERRY 16^pi t 36r r }i' �[ S7 CONCRETE SIDEWALK
BENCH ON !� \ \�� 9' �, 36.5' 1 :: /-7.4 20'PINE � 6 PIN { t,\12'OAAN\ 36. "~ ~ Z
3. VERTICAL DATUM ELEVATIONS ARE REFERENCED TO UNCW PROJECT GRID. a3za \ \ 8' 6'PINE 20"PINE 0°MAG. 9 GUM 3z5'
CONCRETE PAD 1 \ 12'OAK 18'PINE // 24'PINE �' PINE 18°PINE - "CHERRY z o
4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. �\ \ 12'PINE ma's° 3za 24�NE 2('PNE o°c�M37a°MAGNoua. W c,
FLAG POLE 3g3 \ j 37.2' 6"PINE 4-C E Y� b 4"PINE T Q'o37.5
5. UNITS ARE U.S. SURVEY FEET UNLESS OTHERWISE NOTED. 37.7\ ® 40.a \ iz'PINE z'pINE�.6' E✓ 37 ' 1a'cuM S 3zr �; z"OAK g'GUM
e -3'" -.�/ �j 4'CHERRY 8'PINE 14-PINE 4'PINE
5 CHERRY
6, AREA BY COORDINATE GEOMETRY. A _ ��- +�INEy 2`pRpiE`� /I#W �� 3 z
STORM MANHOLE a / P� 267% 0"PINE 2°GUM f 0' ` 8' 0 ¢
\ $ 0' ' GR 20°PINE x
10'GTUM r ". / �
7. NO GRID MONUMENTS FOUND WITHIN 2000' OF SITE. PoM: 4Q94' 4 \ \ - 39 6'Plye z^p M "PINE s MAGNOLIA
za PINE
B. THIS SURVEY PERFORMED AND MAP PREPARED WITHOUT BENEFIT OF A TITLE REPORT. THIS SURVEY DROP INLET \ l �- / 1s°PNE o°G M 4uM - \
8.0'!°s6 OAK 22°PINE 3 . 1,38.3 / 37.6 Q Z
3 v 4'PINE 12`G M 3$- '�,� 37.6
SUBJECT TO ANY FACTS AND EASEMENTS WHICH MAY BE DISCLOSED BY A FULL AND ACCURATE TOP GRATE 36.81' r \ 37 CM 41.3' RL �� 79� �` 72�'�t' 14•PINE 0°PINE % 28PINE s 37
A �' i c
TITLE SEARCH. SANITARY MANHOLE / \ 32\ ae a\ 6 A AG 10 OAK 24 PINE 2$PINE 10°IX GUM 20°PINE 24 PINE / 7. TV
\�� DROP INLET
RIM: 40.84' doter era 20'PINE 2" M 4'PINE "Y O
9. FLOOD NOTE: AS DETERMINED BY GRAPHIC PLOTTING, THIS PROPERTY DOES NOT APPEAR TO BE 30.40' (ME) \ E // 3za a3u �\ TOP GRATE: 36.11'
>' A. \ \ J lQ0\� \ I5' E B"PINE 18°PINE 37.3'��- 20°PINE 0
LOCATED IN A SPECIAL FLOOD HAZARD ZONE PER FEMA FLOOD INSURANCE RATE MAP S 417T35" W 3a.5 \ a Gk z4' PI s°PINE INV 15'RCP 33.30'2)14
C 7 =
12 / 16"PI GUM, �� Q
39.P>+ \ 47.3 �� %•� 3j� 16"PINE 7PINE 0"PINE eqw,��-
TELEPHONE PEDESTAL ? 3 +' NE 6°PINE 26°PINE aC
#3720313700J, EFFECTIVE DATE 4/3/06. g\ e 1 2 PIaF 12°GUM 36 0
t \ 1'P NE 26°PINE 20_f INE
INV 12'CPP: 37.60' 40 (2i14"PIN 0^GUM
10. UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN (IF ANY) HAVE BEEN LOCATED FROM s � 1s'pl 18°PINE NE 2 GUM 7.7' < K
COUNTY GIS INFORMATION, EXISTING DRAWINGS & FIELD SURVEY INFORMATION. THE SURVEYOR INV 30'RCP: 32.89' � 3s.o p 41 z 4t \\ \ 24' INE / Q w
v y 2' INE 1 GUM r 37B' or
4.�`• GU PINE 8"CHERRY
MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, �3g A ws' 4 1
d P� 6'PINE )OPINE 18'PINE 386"
EITHER IN SERVICE OR ABANDONED, OR THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE INV 12"CPP: 37.87 �10g7 ato, ta'P11tlE 2'OAK
V \ 12°PINE M
EXACT LOCATION INDICATED. HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS \ IRRIGATION CONTRO" 2 Nr 40' .5 1z'pmE �� §E V
POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE VALVE BOX OTTOM OF DI a0.z l���� - 3zT
40. s.6 \•4(11.7• A� 463' �V� 18 PIN 382� 38.0'
�f- I40. ��\©��\ 1g-PINE 2g'PINE ' /, .�
UNDERGROUND UTILITIES 3. S (YT
r
INV 30"RCP: U45' 5�¢0.8'CHERR 40.4 Q ,5 �\ 14'OAK / / �� / ) Q"
11. COUNTY PARCEL 05511-003-001-000 .1 ���? y 22'FIN 58
39. 407 40.0 > >i E
12. TOTAL SITE AREA: 410,141t SQUARE FEET (9.42t ACRES). \ a' r•_ aos \ ` SaJ �• c°>
3w 9' /
CONCRETE AD' SIGN 39.7 A ' a.1' o T
39 /
13. MAP & DEED REFERENCES PER NEW HANOVER COUNTY REGISTRY. 1440AK 40-5' � a3 / 3ss w g
CONCRETE SIDEWALK 4
14. NO SURFACE WATERS (OTHER THAN THE STORM WATER POND SHOWN) OR RIPARIAN BUFFERS WERE BICYCLE SIGN �• '' j` RIP5 38 >�y 04
SPEED LI IGN bo.a''m
� / 3 1 6' CHAIN LINK FENCE LL m
LOCATED ON THIS SITE. , \•\.Ss.3� r a�9 ' I z o
15. NO VEGETATIVE BUFFERS OR WETLANDS DELINEATED ON THIS SITE. PEDE N SIGN \Q \ \ m n. ' 0
SANITARY MANHOLE 9 7 �- i 3s C 2
RIM: 40.14' ;" 0 "
39.z� 3s.a . 3a.a STOP/STREET SIGN " c
CURB INLET ao.z 39. elf. -'CONCRETE SIDEWALK � c o
TOPOGRAPHY CERTiFICATIOV TOP` 40•06 ® 400' %%d INV 15'RCP! 35.02' 0 3 3
INV 15'RCP: 35.42" BOTTOM OF SLOPE O_ ;
I HEREBY CERTIFY THAT THE TOPOGRAPHIC SURVEY SHOWN HEREON IS BASED ON AN ACTUAL STORM MANHOLE 402 s a5 39 9. 3ef TOP OF SLOPE O 00
FIELD SURVEY MADE UNDER MY SUPERVISION AND ACCURATELY REPRESENTS THE PHYSICAL RIM: 39.94'
FEATURES THEREON WITHIN THE MREAS SURVEYED AT THE TIME OF THIS SURVEY. THIS SURVEY it11111111tt CIO
3s.a .8 9.4 9.9 'POPLAR P' i U cv ao
VE
MEETS THE STANDARDS OF PRACRCE FOR LAND SURVEYING IN NORTH CAROLINA (21NCAC56.1600) %\'\YL CAR0!44 SANITARY MANHOLE 12"CHERR 39948 C U o �I
C t RIM: 39.74' ry O
Ztiw©.d'✓,E$Sl0'°.,,fQi �"r /3 7 .p 1" °` m EA
/ , : 2 riz- / "LEASING' SIGN / d 39.8 3999 9.7 N
/
JJ aL SEAL CONCRETE SIDEWALK 2"CHERRY a
a L-$937 �. CONCRETE 'QUAD' SIGN 39.4 40.0 4 399i2 By: ~ - 1
°'
{p t�IleS4v / CONCRETE SIDEWALK 3s.s
COVERED BUS STOP ..I
HOWARD E. HOADLEY - PHOF AL LAND SURVEYOR L-3937 �'+r+h tL4t AIAN*` ON CONCRETE PAD �..
JOB NO: 02M" Q
THIS 24TH DAY OF JANUA?Y, 2018.
17-1064
V L". P� IA j= .mr X/17-1064 - Cc".ar,:e5 9,/14 2017 223 ?d
SHEET C-

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Table 6.10a Seeding mixture
nySeeding speeles-Rate(tb/acre)
ins for I.: Rye (grain)
120
:arty. Spring Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza: when. duration of temporary- cover is. notto
extend beyond June.
Seeding dates
Mountains -Above 2500 feet: Feb,16 - May 15
Below 2500 feet Feb. 1- May 1
Piedmont -Jan. f - May 1
Coastal. Plain -Dec. 1 ,Apr. 15
Sail amendments
Follow recommendations of soil Ptests or apply 2,000 Iblacre ground
agricultural limestone and 750'Ib/acre 10-10-10 fertilizer.
Mulch-
Apply4,OD01b/acreastraw. Anchorstraw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not hilly adequate. Reseed,.refertilize and mulch
immediately following: erosion or other damage.
SITE NOTES:
1. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION AND DEPTH OF
ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION
AND NOTIFY THE ENGINEER OF ANY CONFLICTS/DISCREPANCIES.
2. LOCATION AND TOPOGRAPHICAL. INFORMATION WAS TAKEN FROM FIELD
SURVEY PERFORMED BY ATLANTIC COAST SURVEY PU.C. ALL LINEAR
DIMENSIONS ARE LOCALIZED HORIZONTAL (GROUND) DISTANCES AND
VERTICAL DATUM IS NAVD 88. COORDINATES AS SHOWN ARE NC GRID NAD
83 (2011).
3. THE CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (811 OR
1-800-632-4949) AT LEAST 48 HOURS BEFORE BEGINNING ANY
EXCAVATION OR UTILITY WORK TO HAVE EXISTING UTILITIES LOCATED.
4. SEE SUPPLEMENTARY GENERAL CONDITIONS FOR ALLOWABLE WORKING
HOURS AND EXCLUDED WORKING DATES.
5. ALL MATERIALS, CONSTRUCTION, WORKMANSHIP SHALL MEET PROJECT
SPECinCAT10NS FOR STANDARDS AND DESIGN.
6. CONTRACTOR SHALL COMPLY WITH AND THE SAFETY AND HEALTH
REGULATIONS FOR CONSTRUCTION ISSUED BY THE U.S. DEPARTMENT OF
LABOR.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY
PAVEMENT OR EXISTING UTILITIES THAT MAY BE DAMAGED DUE TO
CONSTRUCTION ACTIVITY. EXERCISE CAUTION.
8. ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE UNLESS
OTHERWISE NOTED.
9. EXISTING IMPROVEMENTS SLATED TO REMAIN THAT ARE DAMAGED DURING
CONSTRUCTION SHALL BE REPLACED/RESTORED TO THEIR ORIGINAL
CONDITION OR TO THE SATISFACTION OF THE OWNER BY THE CONTRACTOR
RESPONSIBLE FOR THE DAMAGE.
10. THE CONTRACTOR MAY USE BORROW MATERIAL FROM A "COMMERCIAL
SOURCE" WHICH HAS BEEN APPROVED BY NCDEO LAND QUALITY SECTION.
CONTRACTOR SHALL FURNISH THE PERMIT NUMBER (TO THE UNIVERSITY
REPRESENTATIVE) ON THE COMMERCIAL. SOURCE WHICH WILL BE USED TO
PROVIDE FILL FOR THE PROJECT.
11. CONTRACTOR IS RESPONSIBLE FOR ENSURING CORRECT PLACEMENT OF
SPILL CURB.
12. EXISTING CONDITIONS FOR STAGE 2 CONSTRUCTION WILL BE DIFFERENT
FROM WHAT IS SHOWN ON THE EXISTING CONDITIONS SURVEY. SITE WILL
BE CLEARED, WITH THE EXCEPTION OF A 20' BUFFER AROUND THE
EXISTING TOWNHOMES ADJACENT TO THE WESTERN LOT, AND EROSION
CONTROL MEASURES WILL BE IN PLACE.
DEMOLITION NOTES:
1. UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN
LOCATED F FIELD
FROM E SURVEY INFORMATION AND EXISTING DRAWINGS. THE
R Fl
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. AHX PENETRATIONS INTO THE GROUND ON UNCW PROPERTY REQUIRES A
DIG PERMIT FROM UNCW (UNCW FORM CAN BE FOUND AT UNCW WEBSITE:
http://www.uncw.edu/be/faclitfes/Forms/dig-permit.pdf). CONTRACTOR
SHALL ALSO CONTACT NC811 A MINIMUM OF 3 FULL BUSINESS DAYS PRIOR
TO BEGINNING CONSTRUCTION.
3. ALL UTILITIES TO BE RELOCATED SHALL BE COORDINATED MATH UNCW AND
THE DESIGN TEAM. EXISTING BUILDINGS SHALL REMAIN FUNCTIONING AT
ALL TIMES. CONTRACTOR SHALL MAKE ALL EFFORTS TO AVOID AND
MINIMIZE UTILITY SHUT DOWN DURING CONSTRUCTION. NEW UTILITIES SHALL
BE INSTALLED AND TESTED PRIOR TO EXISTING UTILITY SHUT DOWN.
4. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES
ON SITE PRIOR TO DEMOLITION.
5. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND
SHOWN ON THESE PLANS AND SPECIFICATIONS AND AS DIRECTED BY THE
OWNER.
6, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS
AND PAY FEES REQUIRED FOR DEMOLITION AND HAUL -OFF FROM THE
APPROPRIATE AUTHORITIES. THESE FEES ARE TO BE INCLUDED WITH THE
BID. THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE
APPROPRIATE PERMITS AS REQUIRED PRIOR TO THE COMMENCEMENT OF
DEMOLITION.
7. THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOUTION AND
UTILITY WORK. IT IS NOT INTENDED TO IDENTIFY EACH ELEMENT OF
DEMOLITION OR RELOCATION. CONTRACTOR SHALL COORDINATE WITH THE
OWNER AND APPROPRIATE UTILITY COMPANY PRIOR TO WORK.
8. CONTRACTOR SHALL COMPLETELY DEMOLISH ALL EXISTING IMPROVEMENTS
NOTED FOR REMOVAL ON THE APPROVED DEMOLITION PLAN. THIS INCLUDES,
AS NECESSARY, FOUNDATIONS AND OTHER APPURTENANCES LOCATED ON
AND AROUND THE IMPROVEMENTS SUCH AS SIGNS, CURBS, PAVEMENT,
SIDEWALKS, ETC. ALL REMOVED MATERIAL SHALL BE DISPOSED OF OFFSITE
IN A LAWFUL MANNER OR RECYCLED. IF POSSIBLE, CONTRACTOR SHALL
MAKE EVERY ATTEMPT TO RECYCLE ANY DEBRIS AND RUBBISH THAT IS
RECYCLABLE.
9. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING EACH UTILITY
COMPANY TO COORDINATE REMOVAL OF ALL UTILITIES AND FOR
DETERMINING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES PRIOR TO
COMMENCING WORK.
10. CONTRACTOR SHALL INSTALL ALL REMAINING TEMPORARY CONSTRUCTION
FENCING, EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION
PRIOR TO BEGINNING DEMOLITION WORK. CONTRACTOR SHALL TAKE EXTRA
PRECAUTIONS AND CARE TO PRESERVE TREES DURING CONSTRUCTION.
11. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES
TO REMAIN IN PLACE.
12. ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING
CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT THE
SOLE EXPENSE OF THE CONTRACTOR.
13. TEMPORARY CONSTRUCTION FENCING TO INCLUDE SCREENING FABRIC OR
PRIVACY SLATS.
14. PRIOR TO SUBMITTING BID, CONTRACTOR TO VISIT SITE AND VERIFY
EXISTING CONDITIONS.
Table 6.10b
Seeding mixture
Temporary Seeding
Species Rate (Iblacre)
Recommendations for
German miliet 40
Summer
In the: Piedmont and Mountains, -a small -stemmed Sudangrass maybe
substituted at a rate of 50 Iblacre,
Seeding dates
Mountains -May 15-Aug. 15
Piedmont -May 1--Aug. 15
Coastal Plain-Apr.15 -Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000. Iblacre ground
agricultural limestone and 7601b/acre 10.10-10 fertilizer:
Mulch
Apply 4,000lbiacrestraw. Anchorstrawbylacking with asphalt, netting;
or a mulch anchoring tool. A disk with blades set nearly straight can be
usedasa mulch anchoring tool.
Maintenance
Refertil'us'rf growth is not fullyadequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
Table 6.10c
Temporary Seeding
Recommendations for Fall
EROSION CONTROL NOTES:
1. NEW EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AS SHOWN
ON PLANS AND INSPECTED PRIOR TO ANY GRADING ON SITE. MAINTENANCE AND
REPAIR SHALL BE MADE, AS NECESSARY, DURING CONSTRUCTION ACTIVITIES. THE
CONTRACTOR SHALL CALL FOR AN INSPECTION ONCE INITIAL MEASURES ARE IN
PLACE.
2. SEDIMENT/EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM
EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT
ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE.
3. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE
JOB SITE AT ALL TIMES.
4. INSTALL A RAIN GAUGE (6" CAPACITY OR GREATER) ONSITE
5. CONSTRUCTION, MAINTENANCE, AND REMOVAL OF ALL EROSION CONTROL DEVICES
ARE THE RESPONSIBILITY OF THE GRADING CONTRACTOR UNLESS OTHERWISE
NOTED.
6. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION
OF THE EROSION CONTROL PERMIT AND IS SUBJECT TO A FINE ANY NEED TO
DISTURB BEYOND THE APPROVED PLAN SHALL BE BROUGHT TO THE ATTENTION OF
THE OWNER, ENGINEER AND EROSION CONTROL INSPECTOR.
7. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EXPOSED WILL, WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE
OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY GROUND
COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PERMANENT
GROUNDCOVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING
DAYS OR NO MORE THAN 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION. TEMPORARY SEEDING IS NECESSARY
TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN
SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE ON THE PLAN.
ALL GRADED SLOPES STEEPER THAN 3:1 MUST BE SEEDED & COMPOST LAID
WITHIN 7 DAYS OF COMPLETION OF GRADING. ALL REMAINING DISTURBED AREAS
ARE TO BE SEEDED AND COMPOST LAID WITHIN 14 DAYS. PERMANENT SWALES ARE
TO BE STABILIZED WITHIN 7 DAYS. SEE THE GROUND STABILIZATION CHART FOR
ADDITIONAL REQUIREMENTS.
8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY
REPRESENTATIVE OF THE NCDEQ DEMLR DEPARTMENT. ADDITIONAL SILT FENCE
OUTLETS AT LOW AREAS MAY BE INSTALLED BY CONTRACTOR AS REQUIRED.
9. INSTALLATION AND MAINTENANCE OF ALL PROPOSED SEDIMENTATION & EROSION
CONTROL MEASURES IS REQUIRED. THE CONTRACTOR MAY BE ALLOWED, WITH
PRIOR APPROVAL FROM THE OWNER, TO COORDINATE CHANGES TO THE PLAN WITH
THE ON -SITE NCDEQ DEMLR INSPECTOR AND THE ENGINEER OR THE OWNER'S
REPRESENTATIVE.
10. CONTRACTOR WILLFIELD LOCATE SILT FENCE OUTLETS AT LOW POINTS IN SILT
FENCE AS REQUIRED TO PROVIDE RELIEF FROM CONCENTRATED FLAWS.
11. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED
BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE
OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION
FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE
PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES
SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN
GIVEN.
12. REQUIRED CONSTRUCTION/SAFETY FENCING SHALL BE INSTALLED PRIOR TO
BEGINNING LAND DISTURBANCE.
13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP ALL SEDIMENT ON SITE
AND ENSURE NO SEDIMENT LEAVES THE LIMITS OF DISTURBANCE OF THE PROJECT.
THIS MAY REQUIRE INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES
ABOVE AND BEYOND WHAT IS SHOWN ON THE PLANS. IF ENVIRONMENTAL OR SITE
CONDITIONS WARRANT ADDITIONAL EROSION CONTROL MEASURES, CONTRACTOR
SHALL OBTAIN PRIOR APPROVAL FROM UNIVERSITY REPRESENTATIVE. EROSION
CONTROL MEASURES DAMAGED OR REQUIRED DUE TO CONTRACTOR ACTIONS SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EROSION CONTROL MEASURES
SHALL BE PROPERLY MAINTAINED THROUGHOUT CONSTRUCTION AT NO ADDITIONAL
COST TO THE UNIVERSITY.
14. ALL CONSTRUCTION DEBRIS SHALL BE TESTED AND DISPOSED OF OFF -SITE IN A
STATE PERMITTED LINED LANDFILL.
15. AS PROJECT SITE IS FLAT, MINIMAL DRAINAGE TO SEDIMENT BASINS WILL INITIALLY
OCCUR. CONTRACTOR SHALL MAINTAIN AND ADJUST TEMPORARY DIVERSIONS AS
FILL IS INSTALLED DURING FUTURE STAGES OF CONSTRUCTION SUCH THAT
DISTURBED AREA DRAINS TO THE BASINS. .
Seeding mixture
Species Rate (Iblacre)
Rye (grain) 120
Seeding dates
- Mountains-Aug..15- Dec. 15
Coastal Plain and Piedmont --Aug. 15 Dec. 30
Soft amendments
Follow soil tests or apply 2,000 iblacre, groundagricultural limestone
and 1,000 iblacre 10.10-10 fertilizer..
Mulch
Apply4,0001blaprestraw, Anchor straw by tackingWith asphaft,netting,
or a mulch anchoring tool. A disk with blades set. ready straight can be
used as a mulch anchoring, tool..
Maintenance
Repair and refertiiizedamaged iareas immediately. Topdress with 50
iblacre of nitrogen in March. If Itisnecessary to extent: temporary
cover beyond June 15, overseed with 50 Iblacre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza in late February or
early March_
4C'r^0kJ DCA,fY\,' ME'00nwICIDII ITICC.
1. LEAVE ALL SITES WITH LAND DISTURBING ACTIVITY IN A "STORM READY
STATE". CONTRACTORS SHOULD CONDUCT EXTRA INSPECTIONS TO ENSURE
BMPS ARE IN PLACE BEFORE THEY LEAVE THE PROJECT SITE FOR THE
DAY.
2. ENSURE SEDIMENT BASINS OR CONTAINMENTS HAVE ENOUGH FREEBOARD
TO ACCOMMODATE HEAVY RAINS WITHOUT OVERFLOWING.
3. ONCE THE RAIN PASSES, ENSURE OPERATORS INSPECT AND DRAIN
CONTAINMENTS AS NECESSARY. BASINS SHALL BE DRAINED BY SKIMMERS
OR OTHER ALLOWABLE MEASURES. PUMP OPERATIONS ARE CONTRACTOR
CONTROLLED AND WATER QUALITY RULES APPLY. CONTRACTOR SHOULD
UTILIZE SILT/DIRT BAGS AND FLOC LOGS IF NECESSARY. IF COLLECTED
WATER IS SIGNIFICANTLY TURBID, CONSIDER A SLOW RELEASE RATE TO
MINIMIZE ANY WATER QUALITY IMPACTS.
4. ONCE THE RAIN PASSES, INSPECT THE SITE AND ANY EROSION CONTROL
MEASURES TO ENSURE THERE HAVE NO SEDIMENT RELEASES. REPAIR AND
RETURN TO DESIGN CONDITION ANY EROSION CONTROL MEASURES OR
BAIPS.
5. IF THERE IS POTENTIAL FOR GUSTY OR HIGH WINDS, MAKE SURE THAT ALL
PORTABLE EQUIPMENT IS PROPERLY STORED OR TIED DOWN. THIS
INCLUDES LIGHT EQUIPMENT OR SIMILAR EQUIPMENT WHICH COULD BLOW
OVER IF THE MAST IS NOT LOWERED AS WELL AS PORTABLE TOILETS THAT
COULD TIP OVER IF NOT TIED DOWN OR SECURED.
STORMWATER MONITORING:
1. THE PERMTTEE SHALL INSPECT ALL EROSION AND SEDIMENTATION CONTROL
FACILITIES EVERY SEVEN DAYS AND WITHIN 24 HOURS OF A 0.5 INCH OR
GREATER RAINFALL FINDINGS SHALL BE RECORDED AND PRESENTED UPON
INSPECTOR'S REQUEST.
2. THE CONTRACTOR SHALL PROVIDE RAIN -RECORDING DEVICE AND RECORD
EACH RAINFAU-.
3. ANY FAILURES THAT CAUSE VISIBLE SEDEMENTATION TO LEAVE THE
APPROVED DISTURBED LIMITS SHALL BE CORRECTED IMMEDIATELY AND
DOCUMENTED.
4. A COPY OF THE NPDES PERMIT AND STORM WATER RECORDS SHOULD BE
KEPT ON SITE FOR REFERENCE AND ACCESSIBLE TOREVIEWING AGENCIES.
GRADING AND DRAINAGE NOTES:
I. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING UNDER, AROUND, AND/OR
ADJACENT TO EXISTING POWER LINES.
2. STORM DRAINAGE PIPE SHALL BE CLASS IV RCP MIN. UNLESS OTHERWISE NOTED.
3. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL.
4. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH CONFORMS
TO AASHTO SPECIFICATION M-198 FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS
OTHERWISE NOTED.
5. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP
AND SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S
SPECIFICATIONS.
6. ALL BACKFILL SHALL. BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION MATTER,
WASTE CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL SAID MATERIAL SHALL
BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO
TENDENCY TO FLAW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR
PROOF ROLLING.
7. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED
TRENCHES AFTER PIPE HAS BEEN PLACED.
8. IF THE USE OF WAFFLE BOXES ARE ALLOWED AT THIS SITE, ALL PENETRATIONS FOR STORM
DRAINAGE PIPES MUST BE MADE WITHIN THE KNOCK -OUT PORTION OF THE BOX AND NOT
AT THE CORNERS WHERE THE STRUCTURAL INTEGRITY MAY BE COMPROMISED.
9. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISHED GRADE ELEVATIONS (TOP OF
STONE, TOP OF GRASS, ETC.) UNLESS OTHERWISE NOTED.
10. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LALD. ALL
SOILS SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY OR AS SPECIFIED IN THE GEOTECHNICAL REPORT, THE MORE STRINGENT SHALL
APPLY.
11. FILL PLACEMENT SHOULD BE INITIATED AT THE TOE OF THE SLOPE, AND BENCHES SHALL
BE CUT INTO EXISTING SOILS TO PROVIDE A HORIZONTAL SURFACE FOR COMPACTION.
SLOPES SHALL BE OVERBUILT AND CUT BACK TO THE REQUIRED GRADE, LEAVING THE
EXPOSED FACE WELL COMPACTED. VEGETATION SHALL BE ESTABLISHED AS SOON AS
PRACTICAL ALONG ALL SLOPES. RAINWATER SHALL BE DIVERTED AWAY FROM THE CREST OF
SLOPES TO REDUCE EROSION.
12. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT FOR SITEWORK GUIDANCE COMPLETED
BY ECS SOUTHEAST, LLP, DATED SEPTEMBER 25, 2017.
13. CONTRACTOR SHALL MILL EXISTING HURST DRIVE AS NECESSARY TO BLEND BUS TURN-OFF
ROAD WIDENING.
14. SPILL CURB HAS BEEN INDICATED ON GRADING AND DRAINAGE PLAN. HOWEVER,
CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL CURB AND GUTTER DRAINS TO
STORM DRAINAGE NETWORK AND MAY MAKE MODIFICATIONS AS NECESSARY,
15. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR NECESSARY
OBSERVATIONS AND TESTING NECESSARY TO PROVIDE AN ENGINEER CERTIFICATION OF ALL
RETAINING WALLS,
16. CONTRACTOR SHALL REFER TO BYPASS PUMP AROUND DETAIL WHEN INSTALLING PIPE
CULVERTS IN THE EXSITING DITCHES IF WATER IS PRESENT.
7 18
SCO # 17-17725-01
CTAnC n COnClnwi nnwlTOnl wi AOC AT1%IC" .
UNC-WILMINGTON
HURST HAMILTON PARKING LOTS - STAGE 2
WILMINGTON. NORTH CAROLINA
RECEIVING STREAM - UNNAMED TRIBUTARY TO BRADLEY CREEK
CLASSIFICATION - SC; HQW
PROJECT NUMBER: UNW-17060
DESIGNED BY: RAVINORA SISSRAM, PE
PROJECT CONSIST OF CONSTRUCTING TWO PARKING LOTS SURROUNDED BY HURST DRIVE, HAMILTON
DRIVE, AND MACMILLAN AVENUE. THE PROJECT WILL BE BROKEN INTO TWO STAGES; AN INITIAL STAGE
OF INSTALLING EROSION CONTROL MEASURES ALONG WITH CLEARING AND GRUBBING (ALREADY
COMPLETED), AND THEN PARKING LOT CONSTRUCTION WHICH INCLUDES THE ADDITION OF INCIDENTAL
EROSION CONTROL MEASURES, GRADING, AND INFRASTRUCTURE IMPROVEMENTS. EROSION CONTROL
MEASURES INSTALLED DURING STAGE 1 SHALL BE MAINTAINED AS PART OF STAGE 2 UNTIL THE SITE IS
STABILIZED.
STAGE 2 CONSTRUCTION SEQUENCE:
1. INSTALL REMAINING EROSION CONTROL MEASURES FOR THE PARKING LOTS ALONG HURST DRIVE,
HAMILTON DRIVE, AND MACMILLAN AVENUE, SIDEWALK INSTALJATION ALONG MACMILLAN AVENUE, AND
THE BUS TURN-OFF AREAS ALONG HURST DRIVE A 20' TREE BUFFER ALONG THE APARTMENTS
PROPERTY LINE SHALL REMAIN UNTIL IT IS NECESSARY TO CLEAR FOR PARKING INSTALLATION.
2. INSTALL STORM DRAINAGE CULVERTS IN THE EXISTING DRAW PRIOR TO FILL INSTALLATION. FOLLOW
PIPING SEQUENCE FOR BYPASS PUMPING DURING INSTALLATION.
3. STRIP AND STOCKPILE TOPSOIL FROM AREAS OF PROPOSED GRADING. CONTRACTOR SHALL ALSO
SEPARATE, INTO A SEPARATE STOCKPILE, ANY SOIL DEEMED RE -USABLE ON-SrrE FOR STRUCTURAL
FILL OR OTHER (AS DETERMINED BY UNCW REPRESENTATIVES AND / OR THE ON -SITE
GEOTECHNICAL ENGINEER). STOCKPILES SHALL BE PROTECTED (ENCIRCLED) WITH SILT FENCE.
STOCKPILE SIZES AND LOCATIONS MUST BE MINIMIZED DUE TO THE LIMITED STORAGE AREA. ANY
UNUSED MATERIAL FROM THE TOPSOIL STOCKPILE SHALL BE REMOVED FROM SITE AND DISPOSED
OF PROPERLY AT THE CONTRACTOR'S EXPENSE. CONTRACTOR TO DETERMINE STOCKPILE LOCATIONS
ON -SITE DUE TO LIMITED STORAGE AREA AND EXISTING SURROUNDING VEGETATION.
4. BEGIN FILLING PARKING LOT SITE. AS FILL IS BROUGHT IN, ADJUST TEMPORARY DIVERSIONS SUCH
THAT POSITIVE DRAINAGE TO THE SEDIMENT BASINS OCCUR.
5. INSTALL STORM DRAINAGE WITH INLET PROTECTION.
6. MASS GRADE PARKING LOT AREAS AND CONSTRUCT STORMWATER MANAGEMENT FACILITY
IMPROVEMENTS PER CONSTRUCTION DRAWINGS. DURING CONSTRUCTION FILL, CONTRACTOR SHALL
FOLLOW ANY ADDITIONAL GUIDELINES/CRITERIA AS INDICATED BY THE GEOTECHNICAL ENGINEER.
AREAS IN THE VICINITY OF SEDIMENT BASINS SHALL BE FILLED LAST.
7. FINE GRADE PARKING LOTS AND OTHER SITE AREAS AS SHOWN ON CONSTRUCTION DRAWINGS.
STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, STONE, CONCRETE,
ETC. ONCE AREAS DRAINING TO SEDIMENT BASINS ARE STABILIZED, CONTACT THE EROSION CONTROL
INSPECTOR TO REMOVE BASINS TO BEGIN FILLING PARKING LOT IN THAT AREA. CONTRACTOR SHALL
PROVIDE A MINIMUM OF 48 HOURS NOTICE TO NCDEQ PRIOR TO REMOVAL OF SEDIMENT BASINS.
8. FILL AND STONE PARKING LOT IN THE SEDIMENT BASIN AREAS.
9. PAVE THE PARKING LOTS.
10. STABILIZE ANY REMAINING AREAS AND INSTALL ALL REMAINING PERMANENT EROSION CONTROL
MEASURES.
11. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL FOR
INSPECTION BY NCDEQ, THE OWNER, AND ENGINEER.
12. IF SITE IS APPROVED, REMOVE ANY OTHER TEMPORARY EROSION CONTROL MEASURES AND SEED
ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES (SUCH AS
VELOCITY DISSIPATORS) SHOULD BE INSTALLED AT THIS TIME.
13. SEED AND STABILIZE ALL REMAINING AREAS.
14. WHEN VEGETATION HAS BECOME ESTABLISHED (SEE SEEDING/FERTILIZER NOTES BELOW), CALL FOR
FINAL SITE INSPECTION BY ENGINEER.
AREAS TO BE SEEDED TO BE SCARIFIED 4" DEEP. A FIRM, WELL PULVERIZED, UNIFORM SEEDBED
SHOULD BE PROVIDED. FERTILIZER SHALL BE PLACED DURING SCARIFICATION AS FOLLOWS:
LIME: 45 LBS / 1,000 SF
PHOSPHOROUS: 20 LBS / 1,000 SF
FERTILIZER: 17 LBS / 1,000 SF
PER NORTH CAROLINA SOIL AND SEDIMENTATION LAW A VEGETATIVE GROUNDCOVER SUFFICIENT TO
PERMANENTLY RESTRAIN EROSION SHALL BE RE-ESTABLISHED WITHIN 21 CALENDAR DAYS AFTER
COMPLETION OF ANY PHASE OF GRADING. PERMANANT GROUNDCOVER FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
SEEDINGDATE SEEDINGtt: •.
D•
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 3,000 LB/AC GROUND AGRICULTURE LIMESTONE
MESiONE
AND 50D LB/AC 10-10-10 FERTILIZER.
APPLY LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT AT 0.10 GALLONS PER SQUARE
YARD (10 GAL/1,000 SQ FT).
MAINTENANCE
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR: USE
SOIL TESTS OR APPLY 150 LB/AC 10-10-10 FERTLIZER. MOW REGULARLY TO A HEIGHT OF 2-4
INCHES.
GROUND STABIUZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY WATER
7 DAYS
NONE
(HQW) ZONES
IF SLOPES ARE 10'
SLOPES STEEPER
7 DAYS
OR LESS IN LENGTH
AND ARE NOT STEEPER
THAN 3:1
THAN 2:1, 14 DAYS
ARE ALLOWED
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50
FEET IN LENGTH
ALL OTHER AREAS
NONE (EXCEPT FOR
WITH SLOPES
14 DAYS
PERIMETERS AND HQW
FLATTER THAN 4:1
ZONES)
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CONTRACTOR SHALL NOTIFY'NC81111 (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC8110.
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
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PHASE LINE
PROPERTY UNE
RIGHT-OF-WAY LINE
LOT LINE
EASEMENT LINE
CENTERLINE
CONCRETE SIDEWALK
HEAVY DUTY PAVEMENT SECTION
SITE NOTES
1. PRIOR TO CONSTRUCTION, ANY DISCREPANCIES BETWEEN THE CONSTRUCTION PLANS,
SPECIFICATIONS, AND NOTES SHALL BE BROUGHT TO THE DESIGN ENGINEER'S ATTENTION
IMMEDIATELY.
2. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR
GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY
WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF
SUCH NOTIFICATION HAS NOT BEEN GIVEN.
3. THE FINAL CERTIFICATION FOR THE PROPOSED STORMWATER MANAGEMENT FACILITIES WILL
INCLUDE A CERTIFICATION BY THE ON -SITE GEOTECHINICAL ENGINEER THAT THE
GEOTECHNICAL ASPECTS OF THE PROJECT (I.E. COMPACTION AND INFILTRATION
REQUIREMENTS) WERE CONSTRUCTED PER THE APPROVED PLANS. THE DESIGN ENGINEER
SHALL BE PROVIDED WITH REPORTS AND CERTIFICATION, BY THE ON -SITE GEOTECHNICAL
ENGINEER, AT THE END OF CONSTRUCTION. THESE REPORTS AND CERTIFICATION WILL BE
REQUIRED DURING THE AS -BUILT CERTIFICATION PROCESS FOR THIS STORMWATER FACILITIES.
THEREFORE, IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO COORDINATE WITH THE
ON -SITE GEOTECHNICAL ENGINEER FOR OBSERVATION AND TESTING SUCH THAT THE ON -SITE
GEOTECHNICAL ENGINEER CAN CERTIFY THE CONSTRUCTION.
4. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR NECESSARY
OBSERVATIONS AND TESTING NECESSARY TO PROVIDE AN ENGINEER CERTIFICATION OF ALL
RETAINING WALLS.
5. IT IS ANTICIPATED THAT DEWATERING MAY BE NECESSARY IN THE EXCAVATION AREAS (E.G.
SUBGRADE AREAS). THEREFORE, THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND
MAINTAIN ANY PUMPING EQUIPMENT, ETC. NEEDED FOR REMOVAL OF WATER FROM VARIOUS
PARTS OF THE EXCAVATION AREAS. DURING PLACEMENT OF FILL WITHIN THESE AREAS, THE
CONTRACTOR SHALL KEEP THE WATER LEVEL BELOW THE BOTTOM OF THE EXCAVATION /
CONSTRUCTION AREAS. THE MANNER IN WHICH THE WATER IS REMOVED SHAD_ BE SUCH
THAT THE EXCAVATION BOTTOM AND SIDE SLOPES ARE STABLE, WITH NO SEDIMENT
DISCHARGED FROM THE SITE (I.E. PUMPED WATER SHALL BE DIRECTED TO AN APPROVED
EROSION CONTROL DEVICE PRIOR TO DISCHARGE).
6. IF NECESSARY, ALL UTILITIES TO BE RELOCATED SHALL BE COORDINATED WITH UNCW.
EXISTING BUILDINGS SHALL REMAIN FUNCTIONING AT ALL TIMES. CONTRACTOR SHALL MAKE
ALL EFFORT TO AVOID AND MINIMIZE UTIUTY SHUT DOWN DURING CONSTRUCTION. NEW
UTILITIES SHALL BE INSTALLED AND TESTED PRIOR TO EXISTING UTILITY SHUT DOWN.
7. CURB RADII ARE DIMENSIONED TO THE FACE OF CURB. DIMENSIONS FOR CURB ISLANDS ARE
TO THE BACK OF CURB.
8. CONTRACTOR TO COORDINATE WITH OWNER FOR COLOR OF PAINT STRIPING IN PARKING LOT.
9. CONTROL ACCESS GATE PREFERRED BRAND IS MHTM MICRODRIVE MAGNETIC ACCESS
BARRIER. SOS SIREN SENSOR TO BE ADDED AS EXTRA COMPONENT.
10. CONTRACTOR TO POST "NO INTERACTION` SIGNS (PROVIDED BY THE OWNER) AT THE JOB
SITE TRAILER AND AT JOB SITE ENTRANCE.
11. PARKING LOT UGHT POLES AND FIXTURES WILL BE INSTALLED AS PART OF THIS CONTRACT.
7
EASTERN LOT
TOTAL PARKING SPACES = 453
WESTERN LOT
TOTAL PARKING SPACES = 120
COMBINED TOTAL: 573 SPACES
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DATB: 1-10-18
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2. SPILL CURB IS INDICATED ON THE PLANS. CONTRACTOR SHALL MAKE
CURB AND GUTTER ADJUSTMENTS AS NECESSARY, SUCH THAT
STORMWATER DRAINS TO STORM DRAINAGE NETWORK.
3. ALL RADII ARE DIMENSIONED TO FACE OF CURB UNLESS OTHERWISE
NOTED.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
SITE LEGEND
SIGNAGE Q c� W � �p . '.• ., v:
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OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
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REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
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ENDWALL SECTION
CATCH BASIN
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DRAINAGE FLOW ARROW
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TOP & BOTTOM CURB ELEVATIONS
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STORM DRAINAGE
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TREE PROTECTION FENCE
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LIMIT'S OF DISTURBANCE
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MAJOR CONTOUR
252
MINOR CONTOUR
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EXISTING MAJOR CONTOUR
____.___252-------
EXISTING MINOR CONTOUR
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ACCESSIBLE PARKING AREA
(2% MAX. SLOPE IN ALL DIRECTIONS)
I:, 0 0 t, k! j 1Z e3 ACCESSIBLE ROUTE
GRADING AND DRAINAGE NOTES:
1. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING UNDER,
AROUND, AND/OR ADJACENT TO EXISTING POWER LINES.
2. STORM DRAINAGE PIPE SHALL BE CLASS IV RCP MIN. UNLESS OTHERWISE
NOTED.
3. ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE
STRENGTH.
4. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH
INSIDE WALL.
5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER,
WHICH CONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE B
FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE NOTED.
6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE
POINTED UP AND SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR
MIXED TO MANUFACTURER'S SPECIFICATIONS.
7. ALL BACKFILL SHALL BE NON —PLASTIC IN NATURE, FREE FROM ROOTS,
VEGETATION MATTER, WASTE CONSTRUCTION MATERIAL OR OTHER
OBJECTIONABLE MATERIAL., SAID MATERIAL SHALL BE CAPABLE OF BEING
COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO
FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR
PROOF ROLLING.
S. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN
UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED.
9. IF THE USE OF WAFFLE BOXES ARE ALLOWED AT THIS SITE, ALL
PENETRATIONS FOR STORM DRAINAGE PIPES MUST BE MADE WITHIN THE
KNOCK —OUT PORTION OF THE BOX AND NOT AT THE CORNERS WHERE THE
STRUCTURAL INTEGRITY MAY BE COMPROMISED.
10. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISHED GRADE
ELEVATIONS (TOP OF STONE, TOP OF GRASS, ETC.) UNLESS OTHERWISE
NOTED.
11. BACKFILUNG OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER
PIPE IS LAID. ALL SOILS SHALL BE COMPACTED TO AT LEAST 95% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY OR AS SPECIFIED IN THE
GEOTECHNICAL REPORT, THE MORE STRINGENT SHALL APPLY.
12. FILL PLACEMENT SHOULD BE INITIATED AT THE TOE OF THE SLOPE, AND
BENCHES SHALL BE CUT INTO EXISTING SOILS TO PROVIDE A HORIZONTAL
SURFACE FOR COMPACTION. SLOPES SHALL BE OVERBUILT AND CUT BACK
TO THE REQUIRED GRADE, LEAVING THE EXPOSED FACE WELL COMPACTED.
VEGETATION SHALL BE ESTABLISHED AS SOON AS PRACTICAL ALONG ALL
SLOPES. RAINWATER SHALL BE DIVERTED AWAY FROM THE CREST OF
SLOPES TO REDUCE EROSION.
13. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT FOR STTEWORK GUIDANCE
COMPLETED BY ECS SOUTHEAST. LLP DATED SEPTEMBER 25, 2017.
14. CONTRACTOR SHALL MILL EXISTING HURST DRIVE AS NECESSARY TO BLEND
BUS TURN—OFF ROAD WIDENING.
15. SPILL CURB HAS BEEN INDICATED ON GRADING AND DRAINAGE PLAN.
HOWEVER, CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL
CURB AND GUTTER DRAINS TO STORM DRAINAGE NETWORK AND MAKE
MODIFICATIONS AS NECESSARY.
16. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER
FOR NECESSARY OBSERVATIONS AND TESTING NECESSARY TO PROVIDE AN
ENGINEER CERTIFICATION OF ALL RETAINING WALLS.
17. CONTRACTOR SHALL REFER TO BYPASS PUMP AROUND DETAIL WHEN
INSTALLING PIPE CULVERTS IN THE EXSITING DITCHES IF WATER IS PRESENT.
2 1 3 ( 4 I 5 6 7
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GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
FINAL DRAINING — NOT RELEASED FOR CONSTRUCTION
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DISTURBANCE
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RIM-37.60
RIM=38.25
INV OUT=35.70
INV IN=34.50 (CB-102)
INV IN-34.35 (CB-202)
INV OUT=34.50
INV IN-33.70
-208
INV 2837CB-203)
T/C-39.80
CB-102
INV IN-36.80 (CB-209)
T/C=39.20
CB-202
INV OUT-36.70
IN/ IN=35.17 (CB-103)
T/C=38.07
INV OUT=35.17
INV OUT=35.00
CB-209
-
T/C=40.60
CB-103
CB-203
9N OUT-37'60
T/C=38.53
T/C=38.50
INV IN-35.55 (CB-104)
INV IN-35.20
INV OUT-35.55
,(CB-204)
INV IN-35.20 (CB-207)
CB-104
INV OUT®34.70
T/C=39.28
INV
CB-204
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T/G=40.33
INV IN=35.80 (CB-205)
-
CB-105
INV OUT=35.70
N
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T/C=40.50
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
INV I4=37.00 (CB-206)
'
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
INv our=3&90
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
T/0=41
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
INV OUT'=3830
Know. Wt1 s below■
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
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before you dig.
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
1
2
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-------------___-------��-�,y---------------------- SCO # 17-17725-01
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JB-101 ,;, (TYP.) A
1 1 1 v NOTES:
/ Zp 1. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN
- - - - - } ! \ WORKING UNDER, AROUND, AND/OR ADJACENT TO
13&3
EXISTING POWER LINES.
1 + i ( ; -' > I 2. STORM DRAINAGE PIPE SHALL BE CLASS N RCP MIN.
3a�7UNLESS OTHERWISE NOTED.
3. ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI
COMPRESSIVE STRENGTH.
137 LF 15' RCP � !0-RING O 0.49X4. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE
STRUCK EVEN WITH INSIDE WALL. I \ 5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED
JOINT r \ I \ - JOINT SEALER, WHICH CONFORMS TO AASHTO
` 3&55 w �� SPECIFICATION M-198 FOR TYPE B FLEXIBLE PLASTIC
GASKETS UNLESS OTHERWISE NOTED.
i 6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE
STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO
II } AN ACCEPTABLE STANDARD USING MORTAR MIXED TO
�\ 39.21 �39 I 33esi / 86 MANUFACTURERS SPECIFICATIONS.
38.71 \ } ��
LIMITS of
! j "'� DISTURBANCE 7• �•�• BAC KFlLL SHALL BE NON PLASTIC IN NATURE FREE
/ �` FROM ROOTS, VEGETATION MATTER, WASTE CONSTRUCTION
•:_{.:f;:::;.::::�:�.�::.: ...tea:;..:... F;.ii:i�i:ice::::ri:..... :: :; :.,,1:.r,. i -
. I:;:Pi:is .::::::::::::::::::::>):.`I(izi .:�\ ,� MATERIAL OR OTHER OBJECTIONABLE MATERIAL SAID
.. •:
4o2e `ts MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY
39.7a } a �3' 39 f /--16 ;\ \ MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO
} �_ CB-t 65 �` A ( \ FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE
}��,J ) ( IaJ TAMPING BLOWS OR PROOF ROLLING.
1 � t , 1 8. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED
440.50 } _ / N at O1 } '} `> I ( TO RISE IN UNBACKFlLLED TRENCHES AFTER PIPE HAS
BEEN PLACED.
--ee LF Rio_ - } 38.ss ~ V \ , ` __ j 9. IF THE USE OF WAFFLE BOXES ARE ALLOWED AT THIS
ar, 9 - ) SITE, ALL PENETRATIONS FOR STORM DRAINAGE PIPES
89 MUST BE MADE WITHIN THE KNOCK -OUT PORTION OF
40.39 THE BOX AND NOT AT THE CORNERS .WHERE THE
STRUCTURAL INTEGRITY MAY BE COMPROMISED.
} \ 61 // 36.50 T4= 9 / } i 10. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE
J (I FINISHED GRADE ELEVATIONS (TOP OF STONE, TOP OF
38.3a
T \ q II } GRASS, ETC.) UNLESS OTHERWISE NOTED.
3660 q1,
I \ .. 3 } > MM 6 9 6 1 ( I i 11. BACKFIL.LING OF TRENCHES SHALL BE ACCOMPLISHED
W I I IMMEDIATELY AFTER PIPE IS LAID. ALL SOILS SHALL BE
w.� 41.03 COMPACTED TO AT LEAST 95% OF THE STANDARD
�'� PROCTOR MAXIMUM DRY DENSITY OR AS SPECIFIED IN
36.70 THE GEOTECHNICAL REPORT, THE MORE STRINGENT
SHALL APPLY.
40
40.40
SPILL CURB {TYP.) / O--RIG 5' 71% 3929 I m a
r-+ ' ( / 12. FILL PLACEMENT SHOULD BE INITIATED AT THE TOE OF
'40•80 41.00 / �- `�9 �, 6. � ; I � � d � 9 I 1 THE SLOPE, AND BENCHES SHALL BE CUT INTO EXISTING
a.e SOILS TO PROVIDE A HORIZONTAL SURFACE FOR
I COMPACTION. SLOPES SHALL BE OVERBUILT AND CUT
\ - BACK TO THE REQUIRED GRADE, LEAVING THE EXPOSED
41.50 C \ (� ' FACE WELL COMPACTED. VEGETATION SHALL BE
1 ao.so 41.20 \ 9 ESTABLISHED AS SOON AS PRACTICAL ALONG ALL
/ 40.° \ \ I i I SLOPES. RAINWATER SHALL BE DIVERTED AWAY FROM
( ( I 0 ( THE CREST OF SLOPES TO REDUCE EROSION,
v l
\\40.30 / I � 9 I I 13. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT FOR
SITEWORK GUIDANCE COMPLETED BY ECS SOUTHEAST,
- a,� - ( + 6 l ( LLP DATED SEPTEMBER 25, 2017.
O-RING • .60% ; g «: i I 14. CONTRACTOR SHALL MILL EXISTING HURST DRIVE AS
} ( I NECESSARY TO BLEND BUS TURN-OFF ROAD WIDENING.
/ 41.05 41.15
3680 15. SPILL CURB HAS BEEN INDICATED ON GRADING AND
/ I X. FIBER OPTICg ( I DRAINAGE PLAN. HOWEVER, CONTRACTOR SHALL BE
\ SPILL CURB (TYP.) (i CABLE (TYP.) I ( ( RESPONSIBLE TO ENSURE THAT ALL CURB AND GUTTER
\ �\ DRAINS TO STORM DRAINAGE NETWORK AND MAKE
\ \ \ 13690 b I I MODIFICATIONS AS NECESSARY.
kV /
u I 36.70 9 �� I 16. THE CONTRACTOR SHALL COORDINATE WITH THE
/ GEOTECHNICAL ENGINEER FOR NECESSARY OBSERVATIONS
1.30 \ if I j AND TESTING NECESSARY TO PROVIDE AN ENGINEER
} 4140 CERTIFICATION OF ALL RETAINING WALLS.
_ S
- �) - °4,.36 - - \ \ C8-105 19i �� / 17. CONTRACTOR SHALL REFER TO BYPASS PUMP AROUND
414o I = DETAIL WHEN INSTALLING PIPE CULVERTS IN THE
/ so \ \ a }�35 EXSITING DITCHES IF WATER IS PRESENT.
40MI EX. EDGE of g - 6 18. THE INVERTS OF EW-100 AND EW-200 ARE SUBJECT
CONCRETE \ \ F a c 3a.67 - �j-� PAVEMENT t '� ( i
/ TO CHANGE PENDING HORIZONTAL AND VERTICAL
VERIFICATION OF THE EXISTING ELECTRICAL DUCT BANK.
a1.10 41.20 VERIFICATION SHALL BE MADE PRIOR TO ORDERING
?i 40 6 ACCESSIBLE ROUTE - ` �z // STRUCTURES AND THE OWNER AND ENGINEER SHALL BE
40.10 39.82 1, 2 L` NOTIFIED OF ANY PIPING CONFLICTS. FOR STORM
n
DRAINAGE SEGMENT EW 200 TO JB 20t PLOWABLE FILL
SHALL BE PLACED BETWEEN DUCT BANK AND STORM
.............. : : r'<?.::.. .....
_. ........ .. ° _ 3 � � � , • -- ..• DRAINAGE PIPES AS WELL AS BETWEEN THE 2 18' RCP
HE
} 1 CONCRETEINSTALLED BETWEEN
E BANK FORTTOM OF PIPE STORM DRAINAGE SEGMENT Rf FAINtN"Att TO EW- TO CB-101
- PROTECT UTTTITY POLE .
- - - - - - - - - (AES16N-@1r-OT}tERS)- - - - - - 36 3 - , �� •;I
100
0.
EX. EDGE OF
PAVEMENT ,
EXISTING
HAMILTON DRIVE -
(PRIVATE RAW) _
1D :"'mow ..
GRADIN/IG LEGEND
U
ENDWALL SECTION
-TP -TP -Tp -
TREE PROTECTION FENCE
t�
CATCH BASIN
-LD LD
LIMITS OF DISTURBANCE
DROP INLET
WOODED AREA
Q
JUNCTION BOX
250
MAJOR CONTOUR
-�--
DRAINAGE FLOW ARROW
252
MINOR CONTOUR
250.50
250___
EXISTING MAJOR CONTOUR
250.00
TOP &BOTTOM CURB ELEVATIONS
252 ----
EXISTING MINOR CONTOUR
TW=223.00-
TOP OF WALL ELEVATION
- -
EASEMENT LINE
BW=213.00
BOTTOM OF WALL ELEVATION
--
(NOTE BOTTOM OF WALL IS GROUND
ACCESSIBLE PARKING AREA
ELEVATION NOT WALL FOUNDATION)
(2% MAX. SLOPE IN ALL DIRECTIONS)
+ 250.60
SPOT ELEVATION
_
STORM DRAINAGE
6a E ,
L 6�o
GRAPHIC S
'
30 0 15 30 60
I inch = 30 it.
FINAL
DRAWING - NOT RELEASED FOR CONSTRUCTION
5 I
6
I
7
1 8
A
0
:�7
El
VA

E�
2 8 4 5 6
! ! - - �- - - EXISTING
I COLLEGE RD NC 132
J!! 6 s I (60' PUBLIC B/W)
i(l lJl! J/IJ l {
J
`{°
EX. SSMH (TIP.)
! J \
GRADING AND DRAINAGE NOTES:
A p
1. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING UNDER, AROUND, AND/OR ADJACENT TO
EXISTING POWER LINES.
////----LIMITS OF { y II I 2. STORM DRAINAGE PIPE SHALL BE CLASS N RCP MIN. UNLESS OTHERWISE NOTED.
DISTURBANCE {
m to i{ y I I 3. ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE STRENGTH.
li J 38 "11 y
4. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL.
J/o40.23 7 \ 6 4 5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTQ
!l 4o.os •0. 39•73 I I SPECIFICATION M-198 FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE NOTED.
ja w i 6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN
lh I J J JJ/J l/ J J J JJ 40 �{ I ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS.
/ J 39.84
JJ//,� l / J .:..:'i: 40.00 39.84 { 7. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION MATTER, WASTE
/ J J / CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIALSHALL BE CAPABLE OF BEING
// COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC
/J l� MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
`... J / \ EX. LIGHT POIJ 8. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED TRENCHES AFTER PIPE HAS
(TYP.) I BEEN PLACED.
39.87
39.37 / I 9. IF THE USE OF WAFFLE BOXES ARE ALLOWED AT THIS SITE, ALL PENETRATIONS FOR STORM DRAINAGE PIPES
MUST BE MADE WITHIN THE KNOCK -OUT PORTION OF THE BOX AND NOT AT THE CORNERS WHERE THE
STRUCTURAL INTEGRITY MAY BE COMPROMISED.
10. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISHED GRADE ELEVATIONS (TOP OF STONE, TOP OF
1.. ! I GRASS. ETC.) UNLESS OTHERWISE NOTED.
t. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID. ALL SOILS SHALL BE
COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY OR AS SPECIFIED IN THE
GEOTECHNICAL. REPORT, THE MORE STRINGENT SHALL APPLY.
12. FILL PLACEMENT SHOULD BE INITIATED AT THE TOE OF THE SLOPE, AND BENCHES SHALL BE CUT INTO
EXISTING SOILS TO PROVIDE A HORIZONTAL SURFACE FOR COMPACTION. SLOPES SHALL BE OVERBUILT AND
CUT BACK TO THE REQUIRED GRADE. LEAVING THE EXPOSED FACE WELL COMPACTED. VEGETATION SHALL BE
ESTABLISHED AS SOON AS PRACTICAL ALONG ALL SLOPES. RAINWATER SHALL BE DIVERTED AWAY FROM THE
J
37.50 i I I CREST OF SLOPES TO REDUCE EROSION.
/1
Ti
EX. SSMH ('dP.' f' y J ! J Jl ! . �> SPILL CURB TYP.) 38.40 I 13. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT FOR SITEWORK GUIDANCE COMPLETED BY ECS SOUTHEAST,
„lll/// I I / �i �J !// / J - r y so l � LLP DATED S83TEMBER 25, 2017.
lJl RIPRAP PAD
12'Lx6'Wx18fTHICK 14. CONTRACTOR SHALL. MILL EXISTING HURST DRIVE AS NECESSARY TO BLEND BUS TURN-OFF ROAD WIDENING.
CLASS B RIP RAP
15. SPILL CURB HAS BEEN INDICATED ON GRADING AND DRAINAGE PLAN. HOWEVER, CONTRACTOR SHALL BE
RESPONSIBLE TO ENSURE THAT ALL CURB AND GUTTER DRAINS TO STORM DRAINAGE NETWORK AND MAKE
3e.35 MODIFICATIONS AS NECESSARY.
/ // i 9/ 6F r•/ JIJJ l / / ?;f: /J38.95 7.- - - 16. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR NECESSARY OBSERVATIONS
AND TESTING NECESSARY TO PROVIDE AN ENGINEER CERTIFICATION OF ALL RETAINING WALLS.
J JJJ / " E,iAINING WALL 8 !JJJ/ l 1\ CB-302
' JJ(E51GN BY OTHERS) } { 17. CONTRACTOR SHALL REFER TO BYPASS PUMP AROUND DETAIL WHEN INSTALLING PIPE CULVERTS IN THE
!, EXSITING DITCHES IF WATER IS PRESENT.
39` 18. CONTRACTOR SHALL USE NCDOT STANDARD 838.01 CONCRETE HEADWALLS FOR CULVERT CROSSING (ALTERNATE
JJJ 1 J 40 • 3f r ! {
! / 7LET 70
PAD J / ! Jf / / f / 40 39.9339.43
{!
! J L_), ;Wg15,T=18" / / J i 3s.
/ /'C)CASS B RIP RAP 39.80 \ 47
J/(� !E$wAllJf ! J ': ago'` PW
i 4
a.27 v 3.60 .10
{
yt JEW-700 ao. \� - 109 LF ts• arp
c4+ J INV OUT-33.2
..{. 39.a7 BRING O 0.74%
JJ ! ' EN-300
39.90
l f mJ -30
TT---391
.20
t` / a� / 30r �, \ � 1�34. (CO-302)
(2) 80 LF 30" {0-RING) / _
-33.90
RCP CLASS IV 0 M40R ...� � / . 2
(SEE NOTE 7),, /jls .:: J /j// �o.`t3o7- -, - CB-3o2
t/ \ IT C=38.35
a,2 2 { f { INV OUT=34.80
jyI/ 39.39.62
1 �r{j,/ JJ / / JJ JJ J \) CCE�SIBLE J LITE { 38-90
/f(s .; 39.43 / // SPILL CURB 38.00
t t / 99 LF -tl5" RCP .35 r_
�Z r /OUTLET PAD / v I DISTURBMCE s,
/ a''/ r EW-701 J /// / ) \.,, / 1YLx9'WxIB*T4CPy ! 38.00l")""''""''"""''11SS11 ...
1"C .5g- J J INV IN-33. JJ / / CLASS 8 RIP RAFT -
DAALL { I } { $Y
(SEEN0 I I IvELocaTY IsslPAroR CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
daaD 12LxVJztb" LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
/// i } - _ _ _ E1�3- \ I T' ICK CZSs B OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
a' EX �*24 r TANDARD '
cu B A� GUTTER< �JJl � � } _ I ,.a� CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
Know. wh a` S bo'ow. THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
Call before you dig. REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
NIt/ - _ _ _
LIMITS OF _ _ - I ) I I� I i • °;,
DISTUABANC zf t o JJJ l / / EX. TRIPLE 24" RCP
/4
// !
/ ! \ �--31---- I i I )
- as -1 ' s ' ° !< //JJIJ/ l// JJ � �! `\ ` � - - 3a- - - � ! \ y \ i i 1 �' �i I x ! v- - - - - , - J _ _ _ - - r) �` \ I i
! JJ9 Jl / �! / / / --- = = y 1 1' I / I I� �- LIT 7' 3 �i�i I- T ���I� � r } I
J A �� _ OUTLET PAD
c ! - - - - -3T-
l/
12'Lx9'Wx18`THICK OUTLET PAD IJ }
/ CLASS B RIP RAP 12'Lx9'Wx78"THICK } I
CLASS B RIP RAP cj
\yJ/�-�n ,9 " - Ex. t2" RCP--{�
EX. POND J J V �I o /I � z 11
s ! 11r �JI�J /h
l�/l, J ! / I / / _-_ - l } - -- - - --_ - - ----
/�-- ti_- -�3-- -34--� }
`d
EX T
- - - - - EX. ERGROUND
- - - RIPLE 30 _
-D BANK (TYP.).-
C�
j6 9�/JIJJ��J I `--------------- ---- -- - _ _ _ - - _ Utz•
/J 4 26 - _ _ _--------34 --- -35---
_ _ _ - - - - - - _ - tw=zQo - - - _ _ -ss� ew=lav L! _} s
' i I 9fyY J J JJJ -"l .- -- - 34 _. Uz' i, I Ill-', CrJ
DTSLB 1a_ RCP - _ _ _ - -
---- _ue- oatir�n gzue a 3� Ex. FIBER OPTIC } j`
�5,. CABLE (TYP.) EX. TEL MH
# ca HIV i (TYP.)
�`IFm� f rr sm t'1
�.r
MATCH LINE - SEE SHEET C-9 EX. UTILITY
1 4 PEDESTAL I(TYP.) 5 I 8
� I 2
7
SCO # 17-17725-01
ENDWALL SECTION
CATCH BASIN
DROP INLET
o
JUNCTION BOX
-
DRAINAGE FLOW ARROW
250.50
250.00
TOP & BOTTOM CURB ELEVATIONS
TW=223.00-
TOP OF WALL ELEVATION
BW=213.00---BOTTOM
OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60
SPOT ELEVATION
STORM DRAINAGE
-TP -TP -TP -
TREE PROTECTION FENCE
-L.D LD
LIMITS OF DISTURBANCE
WOODED AREA
250
MAJOR CONTOUR
252
MINOR CONTOUR
250
EXISTING MAJOR CONTOUR
------- 252-------
EXISTING MINOR CONTOUR
-
- EASEMENT LINE
ACCESSIBLE PARKING AREA
(2% MAX. SLOPE IN ALL DIRECTIONS)
©1
111
CI
FRI
EI
lE " =1v4
"s1
ip t,
04W L8 ;EOpp I 1 L`u':J
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft. F
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION

12 3 4 5 6 $
S # MRLVi�iTATER CONTitOL MEASURE CONSMUMON SPECIFICATIONS SCO 17-17725-01
GENERAL _NOTES
1, PRIOR TO CONSTRUCTION, ANY DISCREPANCIES IN THE PLANS AND NOTES SHALL BE BROUGHT TO THE DESIGN ENGINEER'S ATTENTION IMMEDIATELY.
2. THIS PLAN IS FOR. THE MODIFICATION OF AN EXISTING STORMWATER CONTROL MEASURE, MCADAMS ASSUMES NO LIABILITY FOR .THE PREVIOUS CONSTRUCTION OF
THE FACILITY. THIS MODIFICATION - ON DESIGN IS BASED ON THE T / BES AVAILABLE INFORMATION FOR THE FACILITY.
x %/ -
A 3. THE FINAL CERTIFICATION FOR THIS FACILITY WILL INCLUDE A CERTIFICATIONBY THE ON -SITE GEOTECHNICAL ENGINEER THAT THE PROJECT WAS CONSTRUCTED PER \k/ fkj ! Ill /// ~ J \ \�\ \�� \�\ r1 A
THE APPROVED PLANS. IT IS THE
SUCH THAT THE ON -SITE GEOTECHNR ESPONSBILITY ICCAL ENGINEER CAN CERTIFYOF THE ATHE CONSTRUCTION CTOR TO COORDINATE WITH THE ON -SITE GEOTECHNICAL ENGINEER FOR OBSERVATION AND TESTING
4. ALL CONSTRUCTION .ACTIVITY RELATED TO THE PROPOSED STORMWATER MANAGEMENT FACILITY SHALL BE PER THE DETAILS AND SPECIFICATIONS SHOWN IN THESE
DRAWINGS. SOILS, COMPACTION, AND OTHER MISCELLANEOUS DETAILS AND SPECIFICATIONS MAY BE MODIFIED PER THE RECOMMENDATIONS OF THE ON -SITE i / /
\ \\
GEOTECHNICAL ENGINEER. HOWEVER, PRIOR TO IMPLFycNTATiON^, THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DEVIATION FROM THESE DESIGN DRAWINGS, \ I / / I III SEDIMENT CLEANOUT �\\\� ���
INCLUDING SHOP DRAWINGS FOR ANY PROPOSED MODIFICATION. \ / PER APPROVED O&M
\�\��\\\
II II i EL a 30.25 EXISTING 5. THE CONTRACTOR SHALL REFER TO THE LANDSCAPE PLAN FOR THE PERMANENT PLANTING PLAN SCHEDULE. PLEASE NOTE THAT NO TREES SHRUBS OF ANY TYPE FOREBAY
/ / \ \(/ 11 1.A\V�IfV\\
MAY BE PLANTED ON THE DAM EMBANKMENT (FILL AREAS)..
6. THE GRADES SHOWN ON THIS PLAN ARE FINISHED GRADES. IF THE EXISTING SOIL LAYER IN THE PROPOSED POND AFTER CONSTRUCTION / COMPACTION IS NOT \ \ \\\\\ \ ✓ _ _ \\\�\�\\�
DETERMINED SUITABLE BY A LANDSCAPE PROFESSIONAL FOR THE POND PLANTINGS. THEN THE CONTRACTOR SHiLL AMEND THE PLANTING AREA OF THE STORMWATER \ \\ `\ \ \\\ _ �\ \ �
MANAGEMENi FACILITY AS DIRECTED BY A LANDSCAPE PROFESSK)W1L. I
\ \ \\` ' tea_ \\� \\\ \\/✓�i� \��\ \ ` / ` \
W W®SITE:
7. ANY PENETRATIONS INTO THE GROUND ON UNCW PROPERTY REQUIRES A DIG PERMIT FROM UNCW (UNCW FORM CAN BE FOUND AT UNC� ; I
http://www.unew.edu/ba/facilities/Forma/dig-parmit.pdf). IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN THIS DIG PERMIT. CONTRACTOR SHALL ALSO
CONTACT NORTH CAROUNA ONE CALL A MINIMUM OF 72 -HOURS .PRIOR TO BEGINNING CONSTRUCTION.
S. ALL UTILITIES TO BE RELOCATED BY THE CONTRACTOR AND TO BE COORDINATED WITH UNCW AND THE DESIGN TEAM. EXISTING BUILDINGS SHALL REMAIN FUNCTIONING AT ALL TIMES. CONTRACTOR SHALL MAKE ALL EFFORTS TO AVOID AND MINIMIZE UTILITY SHUT DOWN DURING CONSTRUCTION. NEW UTILITIES SHALL BE \<
INSTALLED AND TESTED PRIOR TO EXISTING UTILITY SHUT DOWN.
g. ANY REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING (SEEDING) ON THE DAM EMBANKMENT ONCE FINAL GRADES (AS SHOWN ON THE GRADING PLAN) � \ EXISTING (3) 24` 0 RCP
V cr
ESTABLISHED .(XSHALL SCARIFY THE THE TOP OF THE BERM SECTION TO / \ \ f ; '
PROMOTE BONDING OF THE BE AM WITH THE COMPACTED FILL. THE TOPSOILPR DEPTH SHALL RANGE FROM 3'-4' ON THE DAM EMBANKMENT. PLEASE NOTE THE
HAVE BEENESTABSHED WITH COMPACTED FILL PRIOR TO TOPSOIL INSTALLATION, THE CONTRACTOR \ \ \
STOCKPILED TOPSOIL SHALL BE AMENDED, AS DIRECTED BY A LANDSCAPE PROFESSIONAL, PRIOR TO INSTALLATION ON THE EMBANKMENT. \ \ \ 4P,
$ 10. 17 IS POSSIBLE THAT DEWATERING WILL BE NECESSARY IN THE EXCAVATION AREAS (E.G. -EMBANKMENT SUB GRADE INTERIOR PORTIDNS OF THE STORMWATER i /� i $
FACILITY, KEY TRENCH, ETC.). THEREFORE, THE CONTRACTOR SHALL FURNISH. INSTALL, OPERATE, AND MAINTAIN ANY PUMPING EQUIPMENT, ETC. NEEDED FOR % \ \ T \ �� !/. \ \ REMOVAL OF WATER FROM VARIOUS PARTS OF THE STORMWATER FACILITY SITE DURING PLACEMENT OF FILL WITHIN THESE AREAS, THE CONTRACTOR SHALL KEEP
THE WATER LEVEL BELOW THE BOTTOM OF THE EXCAVATION / CONSTRUCTION AREAS. THE MANNER IN WHICH THE WATER IS REMOVED SHALL BE SUCH THAT THE / \
EXCAVATION BOTTOM AND SIDE SLOPES ARE STABLE, WITH N0 SEDIMENT DISCHARGED FROM THE SITE (LE. PUMPED WATER MAY NEED TO BE DIRECTED TO AN
APPROVED EROSION CONTROL DEVICE PRIOR TO DISCHARGE). \ \ \ LID LINE (TYP.)
BERM AND SOIL COMPACTION SPECIFICATIONS \ CONTRACTOR TQ FIELD
VERIFY PRIOR. TO GRADING �f`
\ FT AQUATIC' SHELF /! " / AROUNQ EXISTING UTIUTES 9 _40 f \
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL IDENTIFY BORROW / FILL AREAS AND ON -SITE GEOTECHNICAL ENGINEER VERIFY THEIR SUITABILITY FOR USE WITHIN / FROM EL 33.30 TO 3430 P/ cr -S / \I
THE DAM EMBANKMENT. ALSO, THE ON -SITE GEOTECHNICAL ENGINEER SHALL PERFORM STANDARD PROCTORS ON THE PROPOSED BORROW MATERIAL TO ENSURE THAT v UNCW PROPERTY LINE %�j
O 6:1;SLOPE (TO INSTALLED `\\ \ \ at
OPTIMUM MOISTURE CONTENT AND COMPACTION CAN BE ACHIEVED / CONTROLLED DURING CONSTRUCTION. AROUND SCM PERIMETER),
Y % Ay,
2. ALL FILL MATERIALS TO BE USED FOR THE DAM EMBANKMENT SHALL BE TAKEN FROM BORROW AREAS APPROVED BY THE ON -SITE GEOTECHNICAL ENGINEER. THE
FILL MATERIAL SHALL BE FREE FROM ROOTS, STUMPS. WOOD. STONES GREATER THAN 6', AND FROZEN OR OTHER OBJECTIONABLE MATERIAL. SUITABLE SOIL TYPES a / T , I rO
FOR USE AS FILL WITHIN THE DAM EMBANKMENT SHALL BE APPROVED BY THE ONSIT€ GEOTECHNICAL ENGINEER FOR THE INTENDED USE. 1 / \ /! _
3. FILL PLACEMENT FOR THE EMBANKMENT SHALL NOT EXCEED A MAXIMUM 8- LIFT (UNCOHPACTED). EACH LIFT SHALL BE CONTINUOUS FOR THE ENTIRE LENGTH OF FOR Y WEIR SPILLWAY
EMBANKMENT. BEFORE PLACEMENT OF FILL FOR THE BERM SECTION, ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND THE SURFACE PROPERLY PREPARED FOR FILL i CREST LENGTH a,5 FT
PLACEMENT. FILL MATERIAL ADJACENT TO ALL SPILLWAY AND DRAINAGE STRUCTURES SHALL BE PLACED IN 4-INCH UNCOMPACTED LIFTS AND HAND -COMPACTED TO \ \ i =
( ) / TOP OF RIPRAP (CREST) 32.80
THE SAME COMPACTION AND MOISTURE REQUIREMENTS AS THE ENTIRE EMBANKMENT. \ ���
LINER = NCDOT CLASS
✓• 1► MI DEPTH 72' MIN DEPTH ! m/'
4. ALL FILL SOILS USED IN THE EMBANKMENT CONSTRUCTION SHALL BE COMPACTED TO AT LEAST 957L OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM-698). 38 LF 15 f: RCP N ARKBUMPERder � DRAT PARKING
THE FILL SOILS SHALL BE COMPACTED A7 A MOISTURE CONTENT WITHIN -1 TO +3 PERCENT OF ITS OPTIMUM MOISTURE CONTENT. COMPACTION TESTS SHALL BE �� 00. SLOPE: / �;' / �
PERFORMED BY THE ON -SITE GEOTECHNICAL ENGINEER DURING CONSTRUCTION TO VERIFY THAT THE PROPER COMPACTION LEVEL HAS BEEN REACHED. THE FILL S�AaiT / / / ,o / (SEE DETAIL ON S14EET D-1)-
FOREBAY
SHOULD BE COMPACTED USING A SHEEPSFOOT TYPE COMPACTOR. IN ORDER TO PREVENT DAMAGE TO THE PIPE, NO COMPACTION EQUIPMENT SHALL CROSS ANY PIPE +\
UNTIL MINIMUM COVER IS ESTABLISHED ALONG THE PIPE \`� / FOREBAY BERM EL a 33.30 �! /m��
L. INLET VELOCITY OISSPATOIR MINIMUM WIDTH a 5 FT l / �N / / 'r \\ C
5. THE DESIGN ENGINEER SHALL BE PROVIDED WITH REPORTS AND CERTIFICATION. BY THE ON -SITE GEOTECHNICAL ENGINEER, THAT THE GEOTECHNICAL ASPECTS OF 12'L X g'W X 180THICK TO BE CONSTRUCTED USING / / /°? / a EW-100 < qr
/
THE FACILITY HAVE BEEN CONSTRUCTED PER PLAN. THESE REPORTS AND. CERTIFICATION WILL BE NEEDED DURING THE AS -BUILT CERTIFICATION PROCESS FOR THIS NCDOT CLASS 'B' RIPRAP NCDOT CLASS 'I' RIPRAP l \
STORMWATER FACILITY. THEREFORE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE TESTING AND OBSERVATION WITH THE ON -SITE GEOTECHNICAL
%., / INLET VELOCITY DISSPATOR /
ENGINEER. ( ,�~ / /' 4'' l J W / // / /!! /12'L X 91W X 18`THICK
6. TESTING OF THE NEW FILL MATERIALS SHALL BE PERFORMED TO VERIFY THAT THE RECOMMENDED LEVEL OF COMPACTION IS ACHIEVED DURING CONSTRUCTION.? y / NCDOT CLASS B RIPRAP x
/ \
THEREFORE, ONE DENSITY TEST SHALL BE PERFORMED FOR EVERY 2,500 SQUARE FEET OF AREA FOR EVERY LIFT OF ALL OR AS RECOMMENDED BY THE ON -SITE \ / \\ \ / / / (lye \ - /
GEOTECHNICAL ENGINEER. /I y\
•, `\! Tom.
Y � / / \ / / � � \ )� INLET VELOCITY DISSPATOR , \
7. TESTING WILL BE REQUIRED ALONG THE 15 FOREBAY PIPES AT A FREQUENCY OF ONE TEST PER 25 LF OF PIPE PER VERTICAL FOOT OF FILL OR AS DIRECTED BY THE \ / !! / ! /
ON-S�TE GEOTECHNiCAL ENGINEER. � / I \ /��/ � � � � \ "_� , / / / ! // // 12'L X 9'W X 1WTHICK
NCDOT CLASS B RIPRAP T
v
ONSTRUCTION SEQUENCE
FOREBAY BERRM EL a 33.30 EW-300 \ \ /� ! EW-200�
1. PRIOR TO CONSTRUCTION, THE OWNER SHALL OBTAIN A LAND DISTURBANCE (EROSION CONTROL / GRADING) PERMIT, A STATE STORMWATER PERMIT FROM THE NC \ \ / \ ` /
DEPARTMENT OF ENVIRONMENTAL QUALITY, AND ALL OTHER, NECESSARY PERMITS FROM APPLICABLE AGENCIES (E.G. 404 / 401 PERMITS). MINIMUM WIDTH - 5 FT\ _\ /
BE COMPACTED\
2. INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES PER THE APPROVED SEDIMENT AND EROSION CONTROL PLAN. THE CONTRACTOR SHALL MAINTAIN ALL \ \\\ \:. \ ` PER BERM AND SOIL
OUT THE TIRE PROJECT AS REQUIRED. THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE \\ \ \ COMPACTION SPECIFICATIONS'
APPROVED SEDIMENT AND EROSION CONTROL MEASURES THROUGH EN QU \ \ \ �
EROSION CONTROL INSPECTOR, AS REQUIRED BY GOVERNING AGENCIES, PRIOR TO ANY CLEARING.
3. CLEAR AND .GRUB AREA WITHIN THE LIMITS OF THE PROPOSED DAM :MODIFICATION. ALL TREES AND THEIR .ENTIRE ROOT .SYSTEMS MUST BE REMOVED FROM THE DAM
FOOTPRINT AREA AND BACKFILLED WITH SUITABLE SOIL MATERIAL THE BACKFILLED AREAS SHALL BE COMPACTED TO THE SAME STANDARDS AS THE DAM
T A SUITABLE DEPTH AS DIRECTED BY THE OIN-SITE GEOTECHNICAL ENGINEER. ANY
EMBANKMENT. THE REMAINING AREA OF THE EMBANKMENT SHALL BE STRIPPED O \\ \ ;. g 1 /
RESIDUAL SOILS TO BE LEFT IN PLACE MUST BE WELL SCARIFIED TO PROMOTE BONDING OF THE NEW EMBANKMENT FILL. NO EMBANKMENT MATERIAL SHALL BE PLACED \\ \ \ / LF RCP
ADE CH IS OBTAINED FROM THE ON
GEOTECHNICAL ENGINEER. \ \ \ \ / / �j
FOR THE DAM OR KEY TRENCH UNTIL APPROVAL OF THE DAM SUBGR / TRENCH \\�\ \ \ /.r ! / 0009L SLOPE-_// ////� / `\
4. BEGIN MODIFICATION OF THE EMBANKMENT. FILL MATERIALS SHALL BE PLACED IN MAXIMUM 8 THICK LIFTS PRIOR TO COMPACTION, UNLESS DIRECTED OTHERWISE BY \\ \ < C / /
NIC ENGINEER. FILL LIFTS SHALL BE CONTINUOUS OVER THE ENTIRE LENGTH OF FILL IF IT IS NECESSARY, THE EMBANKMENT FILL MATERIAL P \\ \\\ / / / / \ / ! SEDIMENT /
THE ON -SITE GEOTECHNICAL ENG �" \\ \ \ \ .' ` -' � FOREBAY /1 \
WILL BE OVERBUILT IN HORIZONTAL LIFTS AND CUT BACK TO FINAL GRADE IN ORDER TO ACHIEVE PROPER .COMPACTION. \ :.._ "� \\ \ �;;, \ ,�, � ! RIPRAP VELOCITY QISSPATOR / _ -
\..� "�,�'NCDOT CLASS 'B' RIPRAP
T PER SPECIFICATIONS ON THIS SHEET AND REQUIREMENTS OF THE ON -SITE GEOTECHNICAL ENGINEER. ALL CHARACTERISTICS OF THE \� \ \\ \ J r / I /
5. CONSTRUCT EMBANKMENT E SP \ac\ :_ \\ \ / S L X VW X 12` THICK / /
EMBANKMENT FILL MATERIAL SHALL MEET THE STANDARDS SET FORTH, INCLUDING COMPACTION AND MOISTURE REQUIREMENTS. IF NECESSARY TO ACHIEVE PROPER .yam \ \ y / a CONTRACTOR TO FIELD
COMPACTION THE EMBANKMENT FILL MATERIAL WILL BE OVERBUILT IN HORIZONTAL LIFTS AND CUT BACK TO PROPER FINAL GRADE. ANY HAND COMPACTION ACTIVITIES \ { - / VERIFY PRIOR TO GRADING
1 AS E \\ \ \ .,. \ / / / / /// (SEE DETAIL SHEET SW-2) // y
AROUND SPILLWAY OR DRAIN STRUCTURES SHALL BE CONDUCTED IN 4-INCH LOOSE LIFTS AND BE TO THE SAME COMPACTION AND MOISTURE REQUIREMENTS THE \ \\ \ \ C / AROUND EXISTING UTILITIES
ENTIRE EMBANKMENT. ALL COMPACTION AND MOISTURE TESTING SHALL BE CARRIED OUT AS DIRECTED BY THE ON -SITE GEOTECHNICAL ENGINEER.
6. UPON COMPLETION OF DAM EMBANKMENT, PROMPTLY STABILIZE AND SEED DAM EMBANKMENT PER SEEDING SCHEDULE. \ \ \ \ 0\\\, / / / /// POOL
7. SCHEDULE A FINAL AS -BUILT INSPECTION AND AS -BUILT SURVEY WITH THE ENGINEER. AN AS -BUILT INSPECTION SHOULD BE SCHEDULED A MINIMUM OF 60 DAYS \ \\� ti / / / / // ! / / / / / / \
BEFORE A PERMIT' TO IMPOUND IS REQUIRED. ANY COMMENTS OR DEFICIENCIES' IN THE DAM CONSTRUC ION MUST BE CORRECTED TO THE SATISFACTION OF THE \ N: /oy
!/ !
ENGINEER AND OWNER BEFORE CERTIFICATION SHALL BE GRANTED. UPON FINAL APPROVAL FROM THE NC DEQ, BEGIN IMPOUNDING WATER. NO WATER SHALL BE \ \\ / / ! / I \
IMPOUNDED BEFORE AN APPROVAL TO IMPOUND IS ISSUED FROM THE NC DEQ. \ # \ 9 \ \ / / �y / ( ! ! i / ♦ / d CONTRACTOR TO FIELD �\
\ \\ \ \ \ // !VERIFY TO PRIOR
� AROUND EXISTING UUTiUTIES ( \
OUTLET STRUCTURE MATERIAL SPECIFICATIONS
1. ALL MODIFICATIONS TO THE SPILLWAY RISER SYSTEM SHALL LEAVE THE REMAINING STRUCTURE IN A CONDITION EQUAL TO OR BETTER THAN THE EXISTING SYSTEM. ALL SEDIMENT
CUTTING AND/ORMODIFICATIONS
M FICATIONS TO THE SPILLWAY RISER SYSTEM SHALL BE DONE AS TO MINIMIZE EXPOSED REINFORCING STEEL AND MINIMIZE ADDITIONAL CONCRETE
/ ODI
WORK. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW FOR PRODUCTS OR METHODS USED TO COAT/PROTECT ANY REINFORCING STEEL EXPOSED DURING \ \ \ L� \\\ \ \ `m \ EL a 26.50
MODIFICATION ACTIVITIES AND FOR DOWELING OR SECURELY ATTACHING 'FILL" CONCRETE TO SPILLWAY RISER ORIFICE OPENINGS.
STATEMENT OF RESPONSIBILITY \ \\ 'o� \ ` - \
N 1. ALL REQUIRED MAINTENANCE AND POST -CONSTRUCTION INSPECTIONS OF THE STORMWATER MANAGEMENT FACILITIES SHALL BE THE RESPONSIBILITY OF THE OWNER, \ \\\� \ y \.
o PER THE EXECUTED OPERATION AND MAINTENANCE AGREEMENT FOR THIS FACILITY. I i \\� \\\ k\ //r \ } \� \.. \ \\
EXISTING 47 LF 24"0 RCP' 1, \\\\ \\\ ?10�
MODIFIED RISER OUTLET SIBUCTURE \ \\\ \�\\ \
SHAPE - RECTANGLE \
\ \\ \\
INTERNAL DIMENSIONSTOP OF RISER =,35.56 _ \ \\\\\\\\��\\
AREA ORIFICE #2 (91 X O.5'H) INVERT = 34.30'\
AREA ORIFICE /1 (A X O.5'H) INVERT a 34.30 \
4.0"0 INVERTED INTAKE ORIFICE _ 33.30
INVERT OUT (3-24.0 O-RING RCP) = 33.21
(SEE DETAIL ON SHEET SW-2) O\ �\ \ \�\\\\
RIGHT-OF-WAY \ \ \\\
o
.EMERGENCY. SPILLWAY OUTLET
SHAPE - TRAPEZOIDAL
BOTTOA WIDTH a 3 w FT. (MIN.)
CREST ELEV m 36.00
SIDE SLOPES = 5.1 (H: V)
MAX. SLOPE = 10% p
(SEE DETAIL SHEET SW-2 FOR'iRMVfTAIi'iA CO7� 1110E ME SURF PLAN VIEW
EMERGENCY SPILLWAY)
1' a 40'
2 3 4 5 6
1
w
N
i�
i A
Vl
A
■
U
prunrrrr
4
9
SEAL i
�4N/�C A. 4�4+•• a6� q+rurrnuD�l%�IITi'
5tLZ-71o:
060-SW
)AP
tAS
40`
3_18
V-1

3 4 5 6
NOTE:
EXISTING TRASHRACK TO REMAIN. IF THE CONTRACTOR ELECTS TO REMOVE THE TRASHRACK DURING
MODIFICATION. IT SHALL BE REPLACED TO ITS PREVIOUS CONDITION.
I EXISTING
OUTLET BARRELS
(3) 24"O RCP
INVERT = 3.21
3
FLOW
i
}
lY 'e d
EXISTING
OUTLET BARRELS
(3) 24"0 RCP
INVERT = 33.21
A
a'.
�3.0'LX0.5'H
INVERT - 34.30
MODIFIED AREA ORIFICES -J
(2)3.0'LXO.5'H
INVERT = 34.30
EXISTING AREA ORIFICES
(2) INVERT = 3.96
) AREA ORIFICE
X 0.5' H
= 34.30
G
:D INTAKE
VC INVERT = 33.30
MODIFIED AREA ORIFICE
MACMILLAN ROAD EL. = 40.00
OUr INVER
MAIN POOL CLEAN OUT EL. 26.50
o• :• s •o
ND CROSS SEMON -
N.T.S.
RIGHT-OF-WAY
MACMILLAN I EXISTING DAM
ROAD EMBANKMENT
DESIGNED BY
jOTHERS
-III-III-I (
�-
'-'
NOTE:
ACTUAL SPILLWAY EXCAVATION MUST CONSIDER THICKNESS OF THE RIPRAP.
TOP n' DAM = EL 37.00
EMERGENCY SPILLWAY - EL. 36.DO
CONTRACTOR I- ---- _.._
SPILLWAY WITH NCDOT CLASS 'B' RIPRAP.
THICKNESS - 12'
EMERGENCY SPIILWAY DETAIL
N.T.S.
MODIFIED AREA ORIFICE
EXISTING 9.0' L X 0.5' H
INVERTED INTAKE INVERT = 34.30
4" O PVC EXISTING AREA ORIFICE
INVERT - 33.30 9 0' L X 0 41' H
<f ®. 4
` +
°
9.0' L X 0.5' H MODIFIED AREA ORIFICES
INVERT = 34.30 3.0' L X 0.5' H
INVERT = 34.30
'=
EXISTING AREA ORIFICE
9.0' L X 0.41' H EXISTING AREA ORIFICES
INVERT = 33.96 3.0' L X 0.43' H
s�
INVERT = 33.96
° 4a
EXISTING
INVERTED INTAKE
4" O PVC
INVERT = 3.30
INVERT - 3.96
t
N,
OUILET STRUCTURE MODIFICATION DETAIL
N.T.S.
EXISTING OUTLET BARRELS
(3) 24"0 RCP INVERT = 33.21
SCU # 17-17725-01
w
A CA
U
4
EXISTING OUTLET STRUCTURE $ z
W/ MODIFICATIONS zL
(SEE DETAIL) �'.,OyN"«. �,�:«�Q`�;i`,•`'/,�
TOP OF DAM (10' MIN) st�•e�••gAin•`Z/,,/?i
47 LF EXISTING 24"1-RCP T o TEMP POOL EL. = 34.30 4Ol;tMAj 3
MODIFIED AREA ORIFICES
3.0'LXO.WH
INVERT - 34.30
EXISTING AREA ORIFICES
3.0'LX0.43'H
INVERT
I
•,I -
SEDIMENT STORAGEa e
------------------------------------------
:,• lie„ I. •••
•
FOREBAY BERM EL 33.30 RIPRAP VELOCITY/ . •.
WIDTHMINIMUM ra • •
TO BE COMPACTED PEDTHICK
SOIL COMPAC11ON SPECIFICATIONS" D50 - 6- (SEE DETAIL)
..
�Irr • •
•
BOTTOM ELEVATION•e BOTTOM ELEvAnoNr•
•
V= PONDQRDEM
(M •
GEOTEXTILE FILTER BLANKET IS TO BE INSTALLED BETWEEN THE RIP RAP AND SOIL FOUNDATION.
CONSISTTHE FILTER BLANKET WILL OF r - OF • rl
UNDERLAIN• GEoTExnLE FABRIC MATERIAL SPECIFICATIONSON
SHEET
•
NCDOT CLASS *B* RIP -RAP
15" CLASS 11 RCP
•�Ti !1w1•a�1•
•
r i
«• INV. OUT INTO
MAIN '` '
120 THICK
15' RCP
sexwa.nvdrav f••,Ai41 • .�: ._ ,�
4" FILTER BLANKET
SEC
�11��11.�J.•II. Ib�• 1L....alee� ..:�:i ii�:.• s711�7P II:d_..-•
� li CIl. ,I ..11=11�I1
110
FILTER BLANKET
(SEENOTE)
ECEIVER
• • I' •' • s
FINAL 1' NOT 1 FOR CONSTRUCTION
• ' i
4 5

I 2 3-
STORWATER CONTROL MEASURE LANDSCUS PLAN SPECIFICATIONS
LEGEND
QTY. SYM. SCIENTIFIC NAME COMMON NAME HATCH TYPE SPACING
HIGH MARSH/LOW MARSH PLANTING PLAN
218
EF
EUPATORIADELPHUS
JOE PYE WEED
4-INCH CONTAINER
FISTULOSUS
262
HC
HIBISCUS COCONEUS
SCARLET ROSE MALLOW
4-INCH CONTAINER
351
KV
KOSTELETZKYA VIRGINICA
SEASHORE MALLOW
4-INCH CONTAINER
211
SC
SCIRPUS CYPERINUS
WOOLGRASS
4-INCH CONTAINER
427
ZM
ZIZANIOPSIS MILIACEA
GIANT CUTGRASS
p p p
4-INCH CONTAINER
404
IV
IRIS VIRGINICA
BLUE FLAG IRIS
+++++
4-1 CONTAINER
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX
WITH SOIL (SEE PERMANENT SEEDING SCHEDULE.
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS
PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN
THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER BOX DAMAGED.
REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES, SEED UGHTLY
WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION
C AFTER PERMANENT COVER 1S ESTABLISHED.
PERMANENT SEEDING SCHEDULE (DAM EM$ANKM,ENTS)
SEEPING MIXTURE RATE (I BS/ACRE)
CELEBRATION BERMUDAGRASS 25
SEEDING <IyOTES
USE COMMON BERMUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BECOME A PEST.
SEEDING DATE$..
APRIL 15 JUNE 30
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS. OR APPLY 3000 LB/ACRE. GROUND
AGRICULTURAL LIMESTONE AND 500 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4000 LB/AC GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR BY
TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING WITH A MULCH ANCHORING TOO. A DISK
WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE
REFERTILIZE THE FOLLOWING APRIL WITH 50 LB/ACRE NITROGEN. REPEAT AS GROWTH REQUIRES. MAY
BE MOWED ONLY ONCE A YEAR.
D
NOTE. THE GEOTEXTILE FABRIC PROPOSED BENEATH THE OUTLET VELOCITY DISSIPATER AND THE RIP
RAP LINER ACROSS THE FOREBAY BERM SMALL MEET THE FOLLOWING SPECIFICATIONS:
MECHANICAL PROPERTIES
TEST METHOD
UNIT
MINIMUM AVERAGE ROLL
VALUE
.MD
CD
WIDE WIDTH TENS4.E STRENGTH
ASTM D 4595
kN/m (ibe/In)
39.4 (225)
25.4 (145).
GRAB TENSILE STRENGTH
ASTM D 4632
N {Nxr)
1547 (370)
1113 (250)
GRA9 TENSILE ELONGATION
AST1A D 4832
X
15
15
TRAPEZOID TEAR STRENGTH
ASTM D 4533
N (Ibs)
445.(100)
267 (60)
CBR PUNCTURE STRENGTH.
ASTM D 6241
N(Ibe)
4228 (950)
APPARENT OPENING SIZE (A0S)i
ASTM D 4751
mm (U.S. SIEVE)
0.212 (70)
PERCENT OPEN AREA.
COE-02215
X
4
PERMTITMTY
ASTM D 4491
see
0.28
PERMEABILITY
ASTM D 4491
crn/eec
0.01
FLOW .RATE
ASTM D 4491
1/min/rre (gal/min/Rs)
733 (18)
W RESISTANCE (AT 500 HOURS)
ASTM D 4355
X STRENGTH REI'NNED
90
r ASTH 0 4751: ADS IS A MAXIMUM OPENING DIAMETER VALUE
PHYSICAL PROPERTIES
TEST METHOD
UNIT
TYPICAL VALUE
MASS / UNIT AREA
ASTM D 5261
9/0 (oz/yd'h
210.(6.2)
THIMESS
ASTM 0 5199
mm (Mon)....
0.4 (15)
ROLL DIMENSIONS (WIDTH X LENGTH)
-
M (R)
-3.7 (12) X 91.(300)-
ROLL AREA
-
e 641)
334 (400)
ESTIMATED ROLL WEIGHT
-
: kg (Ibs)
74 (164)
I
24" O.C.
24 O.C.
24•" O.C.
24' O.C.
24' O.C.
24 O.C.
4 5 6 7 8
SCO # 17-17725-01
F7
y • L m
r�
—. -_ __ __ __ --�"i2_>f_L �.z�.. i • z_ =. °♦-� I.il :3 ou Lou--e@'-ucwr,. °ray •, q/
- Uk pe _ � ,.�- A
a.
INLET VELOCITY DISSIPATOR
12'L X VW X 18"THICK 1
NCDOT CLASS V RIPRAP I I EW-100 I/ \
I, I I \ ■
I
I I /
II I I 0
❑71
I I
--
6-FT AQUATIC SHELF
FROM EL 33.30 TO 34.30 I I 13 \�/ ` B w
O 6:1 SLOPE (TO BE INSTALLED I I I p (I 1 '
PLANTING INSTRUCTIONS AROUND SCM PERIMETER) I I b I smIMa+t
FOREBAY
PLANTING TECHNIQUES
A. ENSURE THAT ROOTS, ONCE REMOVED FROM POT, ARE STRAIGHTENED AND FACE I' I
DOWNWARD.
B. CREATE PLANTING AREA FOR EACH PLANT AND EXCAVATE PIT. I gI I +I+
C. PLACE PLANTS IN PIT INSURING ROOTS ARE FACING COMPLETELY DOWNWARD. 3 I I +i h
D. HEEL IN SOIL AROUND PLANT AND PROCEED TO NEXT PLANTING LOCATION.
INLET VELOCITY DISSIPATOR 121 X 91W X 18"THICK I,
E. NEWLY PLANTED PLANTS NEEDTOBE FASTENED TO THE SUBSTRATE FOR THE IsI I II I +I I NCDOT CLASS 'S' RIPRAP 7
ESTABLISHMENT OF NEW ROOTS. II III I +I
F. ROOTS SHALL BE SPREAD IN THEIR NORMAL POSITION. ALL BROKEN OR FRAYED I I I I I \ EW-200 j
ROOTS HALL BE CUT OFF CLEANLY. FOREBAY BERM EL - 33.30
OF THE PITS FOR ALL VEGETATIVE STOCK SHALL BE AT LEAST MINIMUM WIDTH 5 FT ! I III I to j CO2
THREE TIMES THE DIAMETER OF THE ROOT MASS. PLANT PIT WALL SHA
G. .THE DIAMETER TO BE COMPACTED
SHALL BE PER "BERM AND SOIL -
SCARIFIED PRIOR TO PLANT INSTALLATION. �I1 \ 5
COMPACTION SPECIFICATIONS
W
a
H. SET THE PLANTS UPRIGHT. IN THE CENTER OF THE PIT. THE BOTTOM OF THE ROOT SEDIMENT
MASS SHOULD BE RESTING ON UNDISTURBED SOIL FORESAY _ ,
- - - - - — I. PLACE THE BACKFILL AROUND THE BASE AND .SIDES OF THE ROOT MASS. AND � � � - _ - 9 �
WORK EACH LAYER TO SETTLE BACKFILL AND TO ELIMINATE VOIDS AND AIR `,
�- �br--�r� - +) I
POCKETS. WHEN PIT IS APPROXIMATELY 2/3 FULL, WATER THOROUGHLY BEFORE I
>n \
PLACING REMAINDER OF THE BACKFIL.L. WATER AGAIN AFTER PLACING FINAL LAYER - ' 1 ++
OF BACKFILL `
J. BROKEN OR DAMAGED PARTS WILL BE CUT BACK TO UNDAMAGED TISSUE, LEAVING /
INLET VELOCITY DISSIPATOR� �- ��� _,l �� '-
AS MUCH GREEN BASAL TISSUE AS POSSIBLE ABOVE' THE ROOTS. 1F MORE THAN, 121 X 9'W X 18"THICK
T OF THE PLANT IS DAMAGED THEN CONTRACTOR SHALL I
I
FIFTY. PERCENT .(SOX) NCDOT CLASS B RIPRAP V � I
REPLACE THE PLANT. J / / I ++I
CONTAINERS STOCK / BARE ROOT.
STCK SHALL HAVE BEEN GROWN, IN A CONTAINER LONG ENOUGH FOR THE ROOT / / EW-300 — / I +I
A SYS M TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER ONCE / / / \ / / / I + �I I 1 ILL
REMOVED FROM THE CONTAINER. // (I +
N T BE WATERED REGULARLY AND PLACED IN SHADY /
I
B. CONTAINER PLANTS WILL NEED 0 / i f ( II
CONDITIONS UNTIL PLANTING OCCURS. \ ✓ I - p I I ~
FOREBAY BERM EL 33.30
C. BARE ROOT PLANTS ARE FOR IMMEDIATE PLANTING. OTHERWISE SEE D) BELOW. MINIMUM WIDTH - 5 FT
TO BE COMPACTED
/ I
T PLANTED WITHIN FOUR 4 DAYS PER BERM ,AND SOIL � � 1 � I
D. !F BARE ROOTS SPECIMENS ARE NOT 0 BE O � � � �
TEMPORARY HOLDING OF BARE ROOT SPECIMENS ARE TO BE COVERED ENTIRELY BY COMPACTION 'SPECIFICATIONSw \
SUITABLE MEDIUM ETC. SOIL.SAWDUST. MULCH OR THE LIKE AND WATERED - I - _ - - I I \ 0
REGULARLY, SO AS TO NOT DR ) O
OUT. - I / I I I \ r \ \ \ I I y /
PLANT LOCATIONS
A. NEW PLANTINGS SHALL BE LOCATED WHERE SHOWN ON PLAN EXCEPT WHERE
CHANGES HAVE BEEN MADE IN PROPOSED CONSTRUCTION. �G I I I I 11 I I i I / \ \ ?6\ \I I i I \\ ! D
B. NECESSARY ADJUSTMENTS SHALL BE MADE ONLY AFTER APPROVAL BY THE OWNER
OR THE OWNER'S REPRESENTATIVE
WATER
WATER SHALL BE POTABLE AND SHALL NOT CONTAIN ELEMENTS TOXIC TO PLANT LIFE // ' I i i I I i I MAIN POOL
' I I I I IiII I I I I m \
c I I i I I i l i 2S I I I —T
LIE
6—FT AQUATIC SHELF
i I 1 I III. I I I I x x x x t
FROM EL. 33 300 TO 3430 i°v/ f I I I I I I I I I )\ I /I I I 11 UE 1_ uE
O 6:1 SLOPE (TO BE INSTALLED / I I 1 \ \\ ✓ // / / / ' j I I I I \ \ z x z �c 1 9
AROUND SCM PERIMETER)
DAM
:III--1-113-I17I I.-0II0I 6' WIDE SEDIMENT SHELF LANOUO 6:1 SLOPE EL=26.50
c
L
TOP OF AQUATIC SHELFa 34.30t
$
V
-1 I (J L I I I SLOPE_ -_ n NORMAL POOL : 33.30'
-111,;,111-IIhII-III---
III—�IL:,IIIIIiIIIh���/---
T_
+ + +IM
lik
GRAPHIC SCALE
0 15 30 60
IV
1 inch = 30 & ce
"PORWA1ER CONTROL MEASURE LANDSCAPE PLAN VIEW - 0E � % E !V
FC�� SH VEGETATED ELF DETAIL ,' = 30' q
C P �' Lu t€F Dl
N.T.S. ae
BY:
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
4 5 e 8
g
H
CA
2
unre♦♦
y� Y
Y �
i NamA.
�,,.• �.•'*
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UNW-17060
NW17060-SW
DAP
RAS
1" 30"
1--10-18
0-3

1!3
R
IT
4 "
;M
91m
1 2 s
VAN ACCESSIBLE SIGN 9"H X 12'W
MUTCD -SEE SITE PLAN
NOTE: FOR THIS APPLICATION THE
FOR LOCATIONTION
SIGN MAY BE MOUNTED ON A POST,
THE BUILDING FACE, A COLUMN OR VAN ACCESSIBLE SIGN
VAN
1/4" DIA. X 2 1/2' LONG TRUSS
OTHER FIXED MOUNTING SURFACE. ; (AS REQUIRED)
ACCESSIBLE
HEAD GALVANIZED BOLTS THRU
TYPE R7-8 SIGNS
SIGN AND POST, TOP AND BOTTOM
APPROVED FOR USE
RESERVED
s-o'
PARKIN
18 GAUGE GALVANIZED SHEET METAL
®
SIGN 18'H x 12"W MUTCD R7-8.
COLORS
LETTERS, BORDERS
AND ARROWS - GREEN
HEIGHT TO BOTTOM OF SIGN WHEN
HANDICAP SYMBOL - WHITE ON BLUE PEDESTRIAN PATH FROM CAR DOES
BACKGROUND
?' M NOT PASS BY OR UNDER THE SIGN.
J:�V
BACKGROUND -WHITE
:7ALTY
VAN ACCESSIBLE SIGN
R7-8D
(AS REQUIRED)
H x 12"W
TYPE R7-8 SIGNS
APPROVED FOR USE
2' STEEL HOT DIPPED
GALVANIZED TUBE POST OR
U-CHANNEL POST
4' MIN. CLEARANCE T-0"
BETWEEN SIGN AND
NOTE: FURNISH AND INSTALL AT
EACH PARKING SPACE MARKED
BACK OF SIDEWALK
ACC OR VAN ON SITE PLAN
..." .
HEIGHT TO BOTTOM OF SIGN WHEN
SET POST IN 12" DIAMETER BY „,, PEDESTRIAN PATH FROM CAR TO WALK
12' DEEP CONCRETE FOOTING ` PASSES BY OR UNDER THE SIGN.
I I 1
ACCESSIBLE PARKING SPACE SIGN
N.T.S.
ASPHALT SURFACE COURSE (S9.5B)
COMPACTED ABC STONE
APACTED SUBGRADE
SPECIFICATIONS FOR REQUIRED MATERIALS.
SUBGRADE COMPACTED TO A MINIMUM 98% MODIFIED
PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557)
REFER TO SOILS REPORT IF AVAILABLE.
ASPHALT PAVEMENT PARKING BAY DETAIL
N.T.S-
} OdNV. IB 0.1
h.
SECTION B-B
�.YPiiT336
+PrPPI+a no:
SKIN
r.
SECTION A -A
Ibmt,I1f1U SAM
z
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o r
O S "P oimrxe Bwrsin oo.e rcu w�ea r-a BBxou xm wu ermx a mE
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� � OT :. PE"mNlM wNTNP oa[B NIA mSIMBr vuunrry NTm NWMIR MffiAGF. Brurq uana.wRB.
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0
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m
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r "B I ;ri:: •era of Nan«x DNP. AfAYIAEO ru NL
: .. nuNlH noen.
.• VCN M B"NYtR eRN N6nI10 FM
nPLMu BBIE+A.N.
r T OF a DETECTABLE WARNING 0011ES
848.0
641nn
PLAN VIEW
Ir n r� WB111)
Length: T-0"
Air Entrained Concrete Height 5"
4000 p.s.i. @ 28 days Width: 9"
Weight 2501bs.
NOTE:
ANCHOR PARKING BUMPERS SIMILAR TO EXISTING CONCRETE BUMPERS IN
PARKING LOT lk
1 ( 2
4 5
2% MAX. SLOPE IN ANY
DIRECTION WITHIN ACCESSIBLE
PARKING AREA
1/2'
ADA STANDARD "RESERVED
AWI STANDARD "RESERVED
PARKING ONLY" SIGN AND
P/tKING ONLY SIGN (TYP.)
'VAN ACCESSIBLE SIGN'
.a .m
CURB JAPE g,e
(0c 6')
..
M MAX.
�`
N M
° .. glno °
lfff„'oU�S
a
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111 N
,
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f�
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°'.tt
H
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Um.
:.F1USH
9 (0
L PLANTED'
ISLAND 7�
/J7VAN
CURB AND
GUTTER
�/L�
(TTYP.) SfOP
VAN
ACC
ACC
ACC
ACC
WHEEL STOP
(TYP.)
11.0' 1 5.0' 1 11.0• 1 8.0' 1 5.0' 1 8.0' 1 8.0' 5.0' 1 8.0'
SEE NOTE 2
PAINTED PAINTED PAINITEC
LEGEND: AISLE AISLE AISLE
"VAN" OF VAN ACCESSIBLE SPACE
ACC" = STANDARD ACCESSIBLE SPACE
1.CCUURRBa AND GUTTER, WALK AND RAMP TO BE PLACED SEPARATELY.
2. ACCESSIBLE PARKING SPACE WIDTH TO BE MEASURED FROM THE EDGE OF
PAVEMENT WHERE CURB AND GUTTER IS ADJACENT TO THE ACCESSIBLE SPACE.
3. ALL ACCESSIBLE SPACES SHALL BE IDENTIFIED BY ABOVE -GROUND SIGNS ONLY.
4. STRIPING IS WHITE ON DARK PAVEMENT AND BLACK ON LIGHT PAVEMENT.
5. VAN ACCESSIBLE SPACES TO BE 11.0' MINIMUM WIDTH.
TYPICAL ACCESSIBLE PARKING SPACE
LAYOUT, RAMP AND SIGN LOCATIONS
N.T.S.
3" ASPHALT SURFACE COURSE (S9.5B)
8" COMPACTED ABC STONE
COMPACTED SUBGRADE
SEE SPECIFICATIONS FOR REQUIRED MATERIALS.
SUBGRADE COMPACTED TO A MINIMUM 98X MODIFIED
PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557)
REFER TO SOILS REPORT IF AVAILABLE.
HEAVY DUTY ASPHALT PAVEMENT DETAIL
N.T.S.
1/2'
i
3" RAD.
�P� F n
f
24"
STANDARD 24" CURB AND GUTTER
11 3" RAD.
TANDARD PARKING SLOPEE1/2•/F7,
SPACE WIDTH 'N a
(SEE SITE PLAN) -
I24"a _Iv3
24" SPILL CURB AND GUTTER
1. 1�0'SMAXIMUM BETWEEN DUMMY JOINTS. 15' MAXIMUM BETWEEN DUMMY JOINTS ON MACHINE POURS,
2. 1/2- EXPANSION JOINT EVERY 50'.
3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM.
4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF SECTION 1026-2 OF
NCDOT STANDARDS AND SPECIFICATIONS FOR ROADS AND STRUCTURES.
S. ALL CONSTRUCTION JOINTS SHALL BE FILLED WITH FILLER AND SEALER IN ACCORDANCE WITH NCDOT
ROADWAY STANDARD DETAIL 846.01. THE JOINT MATERIAL SHALL CONFORM TO SECTION 1028-2 OF
THE NCDOT STANDARDS AND SPECIFICATIONS FOR ROADS AND STRUCTURES.
6. REFER TO NCDOT DETAIL 846.01 FOR CURB AND GUTTER SUPERELEVATION RATES.
HI -VISIBILITY CROSSWALK I
STANDARD CROSSWALK
9m9
6~Z
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,
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�
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1XS YIMURS SpiX DF STANpS10 CM66BLLhs IS S PEET. TXE MIHIYSS xRHN OF XI-4ISISILI.tt CR:S8AKR8 Id 10 iEEi. LEGEND
W
,CO., a W
TI
2, SET 4lGN DIDTANW fRW IWIDE pKI&%O L% NMNINB TO NEAREST EDBE. OF TAAYEL IS 4' KIN'. Y D"ECTION OF
tl 6 6
o.
" TRAFFIO FEES,
z
•9
i. BEYWD THE WRB FACE. A L{FM BFACF OF A' %,' FEET YININOY IDMLL DE FA(NIOW YLTMIx lIN NNDDI OF THE GGfBMLK. {W8 AW YISH
�. DETECTABLE
W
�- PLACE STOP MRD A SINISW OF A FEET PASS NEAREST CXOBSNALK LIKE. STOP SASS AT SIDALLL2ED INTER6ECTINIS SHOES "PNINN DMES
SE CMPOEMrEO SETH THE SIOIPl DESIGN SECTION OA A, 62AEOTEU BY THE ENODIE"I.
E- ELSE MNPS MM4 IS CDN4TP,L'CIEO a Ap. Ofi TO THE LATEST SCOOT RAMMY ST.W WN pWl[XNA.
ANEET T OF 1
SHEET T M 1
11205.071
11205.07
r-
` NA 11:010
(D &33O02,tIMAx RaMP=K
-O2 CRMI SLOPE: 2.00A
(D CURBRAMPSREOUIREA((P-0')MINIMUMLANDING
WITHANWOMUMCRORS SLOPEAND1,011 UOWAL
SLOPEIG 2.00%WHERE PEOESTRIMiB ITOCLIR
TURNWG MMIEUVEPS. SLOPETO DFUMTp CURB.
TYPE R-3
= PAY LIMITS I" CONS W
)NCRETE DEPTH
OTMPS 1•
NG dGPENING9 0
SCO # 17-17725-01
RAMP VY/ CURB RE -URN RAMP r1/ DEPRESSED CURB
SIBckAJ(
LANDING
112" FXFAISION
S'DL.V,-K
LAN,y
NG.
1/2" EXP.
SION
.
JOINT (TY
zDIKl (`'Y
r
FLAZA OR OTHER
P 4LA OR OTHER
RCN--WAL'OAG SLR ..'�
N7N-WALKING
C,
nraD s luu - - 1: 1 h
6 V
`",.R-ACE
WARNING WARNING
CUNDED CONCRET
D04AFS DOMES
SURFACE
1.5i0.E% 1.0-6.37 (-A"MAX. RISC)
--4' W" 4
SECTION B-B
RAzfF
J.NC'IIC CURB AND GUTTER
I` Z
Lip -A CANG 41I) H - RAMP WO-H
'MAY, SLOPL L IN ANY 71RECHON
SECTION A -A
a' ,.IIN
'.
i)c:PRr""SSE D
SECTION C-C CLRB
WAR'VIR.G DOtVES
C.2.
1.6 2.4" (TYP,
v0000000000000
TRUNCATED DOMES
OOOOC0000000000
'----BASE CIAIA- 0.9--5.<"
000C)OOC
00 C'00.0
2' MIN
TOP DIAMETER 50-60-7
'
0000,10000
00 00
')OOOQOO0000:;00.
I
OF BASE {TYPj
1.5-24" (TYP),
O 00 C, 00000000. 00
1
I- -_____-- RAMP WIDTH -{
*ARNING 130% NJIFS. USt COVIRAS IN(1 CO.ORS RFD ''R
SLACK ON P,IHIIE PA`-Ms1%1.
.
. USE CAST ':'N PACE FAVEI S FOR NE'N CONSTRUCTION.
3. RUB3ER ?.CATS !dRC ?ERMITTED :-OR
RETROFITS.
4. LANDING AND RAMz. WIDTH MAY BE
REDUCC -0 3' N41CR= SPACE
L UMITED AN) DESIGN IS APPROVED BY T'1E CITY ENGINEER.
STANDARD DETAIL
ImnF
DATE DFCFMRFR.2010
GTON
PERPENDICULAR CURB
DXATtiN: I'B9SN
Cry Of 1TI'_MINGTCN ENGINEERING
RAMP
Po Box 16IC
CNFL'KGD: LILL
VALHWGFON N.C. 3B402
ADJACENT TO PLAZA
(910) S41-60'
srAlr NDrmsa+I>:
SD3-08
FENCE POST CAP
NOTE:
BOLLARD HEIGHT TO BE 5'-0'
6"0 STEEL PIPE-
AT DRIVE-THRU WINDOW AND
FILL WITH CONCRETE
AT DUMPSTER ENCLOSURE
PAINT OSHA YELLOW
ANCHOR PIPE IN CONCRETE
FOOTING 2'-0" X 2'-0" X
2'-6" DEEP
--III -III -I � `
I I -III -III +
I1=III-III
III-III-Il N
I-
I_I In
2'-0'
STEEL PIPE BOLLARD
N.T.S.
13 IN
I]
Ca
l of l
CONTRACTOR SHALL MILL EXISTING
SAWCUT EXISTING EDGE OF PAVEMENT ASPHALT AT LEAST 1" BELOW EXISTING
TO PROVIDE AN ADEQUATE MATCH SURFACE TO PROVIDE OVERLAY BEYOND
LINE TO PAVE TO PROPOSED END OF TIE-IN EXISTING ASPHALT
PROPOSED ASPHALT LAYER 2,0' LAYER (MIN. 2" THICK) ID
VARIES
NOTE: CURB STOP SHALL BE SLOTTED, FOR DRAINAGE
a°. Qa a ((>>
2'-6" MIN. 6" LONG PRECAST CONCRETE
PAINT OSHA WHEELSTOP W/(2) /)4 BARS
YELLOW TO EDP
' qq_ VARIES 8" CONTINUOUS, 5'-6" LONG
1=I I I I I i i l I i I (I I I III I I I I I I I I I I I I I I I III I I I I I I III I I I I 1 I=III I I I I III I CLEARANCE VARIES
PADLOCK BY B PARKING SURFACE
BASE MATERIAL ABC OTHERS o0._ Z
AS SPECIFIED
EXISTING BASE �- 6"
(SEE TYPICAL SECTION) MATERIAL ABC ANCHOR PIPE IN
CONCRETE
COMPACTED SUBGRADE I I I I ( (III ( IZ-1=N1
-III � o . I (-I I (((2) N4 BARS THRU WHEELSTOP
AND PAVEMENT (MIN. 18" LONG).
GRAVEL DEPTH ON CONCRETE PAVEMENT, USE
-I " 6" TO 12•EPDXY BONDING AGENT
_�~HOLE DEPTH III III e ) (( III -I If "
TYPICAL ASPHALT KEY -IN DETAIL 21 2 TO 3 FEET -III- I- III -III - I I BASE AS SPECIFIED C -
N.T.S. III--III=III=1 i !=1 - tL3 t q
STANDARD PADLOCKED COLLAPSIBLE BOLLARD WHEEL STOP Bv:_•--.------- - F
N.T.S.
N.T.S.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
MONSOONS
g 4 5 6 7 i3

1 2 g 4 5 6 7 8
ALL COMPACTION REQUIREMENTS FOR BACKFILL, EMBEDMENT AND ASPHALT 5CO # 17-17725-01 �N �
BASES SHALL BE IN ACCORDANCE WITH GEOTECHNICAL ENGINEERING REPORT.
C­` IT. SEEP, WEE PF:CML WRES: Mom .. �Vg .. P� IO, gN Oq
SEE
1-~'T9y Y-� F9PP[�Pe AI.om IYxTa mNPm ntx atFn lr Hpq,ti MrnoyR t" DEPRESSION �� It" HF.�, 1 , ar# <'p~� Q� •�IVS O
MZy2D I I YI RNIP. °CF 9lF%' CLAY MTV Em,Y MO.M. LLJ6 •t'' mR� I�N I t''0„ I , ( ,yOF'!] �olah R• MOTm1 NF� � �� ■
0%IORRL LNEfANDM - "II'- m PT. F M!9 PPECABT FNOYLLL WY SE WEC FM THE fOLLBYIN ¢ U
MMMIiXIE PWR Y R4MY M N m WIR! AT 00 Y 2 x i'. ]'- - F-^ry aom 2 m0 -C � I� SIA : SEEM. SEEM, 09.21, &9a.2], MP.]°, II.JO,•, - � �.
• txSTALL P"FGbt EYNNL{.6 @IT" A{N3 MO PAT W Q LL x
Oyy III'CBNNH MDYlLIIP aF txF Elplx®1. y1M�2¢2¢Tj�Tj 11�L O OONx MpZ Y now 2
8 O - N!f F0lM M TxE MWTROCi1M n TE MnEI aw. 1-Yi`Op S* m O LLx 20 m PER IN AOCOMMCE MTN ENSIFINT+W SECTION M. 1-O¢ON
x•tl 4°m X I X p -1 _ II c ti LWITAI. PRECAST E EAL a5a,6a WINGS
REND P wx
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2x$Om N 1 _ - 1 4 ! 0• 1 0• G
p I COMiAWT YtfN %F° uq'M° Y•to,uq. pOw O A"J' I_ W L ! 1 ___ __-- �y'tLM OyOM PRVIIOE ALL PEINFORClNO etFEl WIQI YFEi9 ASHY Mix JQ
'y 1 iEiNWM 4N111YIN0.36 PM ATTMMMi niRWM M]OMlfi ltlf LfW. WELL„ D'ry' N O N F-- i -� mOONj l=Y„Rl'•N d - UQE *W.l l9I CONPAEIE. N6LLOW
N �.., IxaTALL Y m4PWIM N MRMIM K TM ExPO4Ex. „ Y,~i O t Zr> CQ y o I • TO ARTY Atb WITH Y YIM. CLW WYCE. a . ] n
PM CJNpE W MO MIND MIRE FAMM EN OI N. pONZ A Ei@
>: I FOIYYx F°AR9C BI8-MN 1M T G01 "JtC xR AE MRMTm w 11E YIgIFFII. RM SIP W. O. fOp - 11 I W O M'-' CYIMW "3 1 N3 • PLACE LIFT MGM M PINY IY AMIRDAR PS MTN a,.., F,C•.yQl
• -- J WYF! NL DIMC° WIYIFPS !'. ' O 2 , , ' FIRE TOSEEN. TA lam.]M. G
Y SECTION G.-G I I �L'-H ; ' "' "' - i - "MmAc O'aIEITED IYm MFAYMLL AT ON SITE YT
PLANOAt%M ROT M aCAtEne
. V-4 4 A4Y2" F-M-' . ALL ELB18Ha PRECAST TO MEET MTV C913. A�
WITx GRATE a PARE¢ YFauvm GG``
PLAN OF FRAME Y! - - - r-B" -- - AS �a"a T� s ice�'rYw°fioF6 sT"ESEiii°PFFOR RE
9 1'- " 1'-%�5° CaAp"I' IRON 0 W4ffFA ALL MRSEA9 t• BE MW A WIN OF 1', 3
m MT(X CnIMI1xC[OENTAL) m 0m PLAN OF GRATING W m o "�` .'Iv° ' � � OM
��"SNd `M
n z TOP ELEVATION O F ,� ro 2 6F' O y 'O m MOLE: THE YSMIYW NM 812E &W.L YE IS EAR J Y
0 r n 1., O 2'-3t CAST IRON O w '� Z ELEVATION SIDE AT °• CTY.TNE mNIMOTa WILL "AM ME OPTION
O J W
W b MATE •1a fAWE y O = z„ O Q M YS�! m INCNMBE TRS aM WW M 1lFOm, iy Q o
ro 9= '� N WR z= w f• i z "f DWI z p N
im s• R °• LI a -ml a yp" yB" yR" Yg" Q. ^; "1 -�y'i ENDWALL DIMENSIONS w
o c I I IL p �Qy pg a 1O y^ tx Tn Tw p `LL�QI M i O z � FT FT. MINIMUM YIN.lUX. YIN./WX. VIN.IYAR. YIN.jE,I, YIN./MAY. 0 F 6
\\ {/ I °� Q p R A 9 "� 9' 9�d" Y' 313$" S Cz'1 PIPE DIA. BNi aim MfR.I N2(Fi.) D iFf.l Yt IN
W
0 p m I $ !p im p 1 2" 9 O I t 1.0 a@ 0' 1-019.011 2,OOla,Tb 1,26//,Tb 3 0013.TB 5.60/8.00 Ron
ro O F m 31.
O %b" I I i(" 1b" I J " 1,25 ab @ a- 1.26/2.00 a,0°/9,T5 1,25/2.00 a.50/2.T6 0.5016.76
a A �P�F ]]y��oo 1.°0 SE @ 8" 1.26I2.00 3.W/4.25 1.60/2.50 S.SD/8.]6 8.601e.75 Fes- CO2
m z 1 ME MTE BOMNLfam SETS) YaY. PIPE We 6[M tE• �� Z �' 0 ,y SECTION H-H I W- u N I� 1 o " I� -A 0 m m 2.0 a6 @ 5" I,Sw2.°D 4.0014.T6 1,7512.0 4.00/4.25 T-5016.25 z 'N
m" SECTION X-X SECTION Y-Y z i. p o 7 z S z p ° 2.6 06 @ a• 2.50/0.511 4.m/e.@D 2.00/s.o0 9.60/b.w /0.00/11.50 m y m
1 O dz Z s� T �-�-I ® �pI ~ ~ m 8.0 as @ B' S.OD/a.6D 6.00/B.00 2. ]6/a.6D °.P6/b Jb 11.50/i l.>5 J a z
S DIMENSIONS AND OLLYITITI93 FOR BROP INLET i°SEB BE YIN. 1EIONT N W O Y A 2i'�"�I1 IL i I 21'7{" 12 y mi A A 6 Y 8.5 NS @ °• 5,26/4.°0 6,0014.76 a.2b/a.50 9.OD16.76 12.W/18:25 Z W y
Ot1YMIWM OF BM °PIPE CHIC MRM OEWCTICNe FOR y N N � N N IL
O W , P- ,� W
SW!F 3'" 2'-i " 4.0 @° @ 8" 8.50/4.b0 9.°OIr.00 s.26/t.0 6.4014.78 /8.00nass PIPE bnAX B30TH YIx.INQ1 WIt1M SLIM YOY ONE PIPE O Q -] ,� r PLAN
f1.V1 Pi, xi. ^2 e. C.Y. R.C. 4.6 e6 @ 5" 4.00/8.00 4.5019.50 a.26/4.00 7.OD/ILN 13.E0/15.75
S 6,0 K 0 8" 660/600 ].00iB.b0 8.2514.00 T.E61@.26 18.>5/15.>5
IV s- • -o Q-0 O.az 0.z3z a.aM B.O15 R.C.
P B B" 2'-8" p �pUu gall
0.
MEET t OF 1 tB 0 B. Mi GDM Y.MY SECTION E-E SECTION F-F W e.0 SS @ a• 4.50/6.00 7.5018.50 s:za/s.00 7.7519.25 ♦,p`��Rr. CARO�1 .,,��,
34 A O.M1 O.OQ6 SNEEL 1BFt y.M�
O.SM B.HE 0,%5 0. O.1b EET t F 1 EET t OF 1 ET t OF 1 ET I M t a!\♦!♦J.._O "•* 4* �9 i
840.14 - 840"74 840.16 840.16 838.80 6se.6o SEAL _
27436
B 1
RADIUS FRONT WHEN RED. B )/2" ROD '��i�9(� 4,,G'INti1.�'QP`?j♦
_ - - - _ - - _ - 3/8" GROOVE ro - PLANTING ISLAND ,a��h�ORA 8,7 vim`'♦
v 1"-6" 0.625' - niT - - /� �\ 24 SPILL CURB (fYP.)
CURB GRAD I q-I _ \
/f11 L.RA -u-n
PVMT ;.. I ti� �.� _ (J_i
I-
DIAMOND
8 "•:� RID TOP r IG, 12"� 4.5' � 2"I q� / A�
i
T z.I o
1'-- 4 N I -' T I DETAIL OF HANDLE • O
„ > SEAL JOINT WITH SELF
A �- - '1 I LEVELING SILICONE CAULK
8' BRICK WALLS I '�` \� PER MFG'S INSTRUCTIONS
w 3/4'" CEMENT PIASTER N f?L9N. OF COVER - f �7 �
w - g MINIMUM AVERAGE WEIGHT ` �\
> a FRAME (EACH) 65LBS. \ / / SLOPE SLOPE
_ (( \ ` a > COVER RADIUS) 225 LBS. -
6" 6" - COVER STR.) 225 LBS. \� --�/ ',q
OUTLET i.. .�,---
. ,:�...,
' `` 2.6" 1"1'-70 1 2" i"t'-10 1 2" 1" 2.5 Of
SECTION "A -A" I zo`� g _ �\}�(,`� z
SECTION "B-B" SECTION 'A -A" 1'-9 1 4" �w^ d //� /\�A \
5'-10"MIN. N w _ J/
5.76" 5" 7.5" No z w 5
5-4" t.5 W cNn- i.6' w r w m CONCRETE FLUME 3000 PSI
_O" 1.5" 7.5' `w I w O� COMPACTED SUBGRAD95% STANDARD PROCTOR CONCRETE 28 DAYS
I. PVMT. »o c) U� SEE CURB AND GUTTER
I JCURB &GUTTER ------- ��� "v x�o SECTION DETAIL FOR DIMENSIONS
0.75'
_
CASTING - ^2 °;
TOP VIEW a PLANTING ISLAND CURB & GUTTER C
i (SEE DETAIL)
I ¢ _ n O
LEFT RIGHT 1.5" 12.5" 1.5" (�
ENDS 1
''` s Z (1'�
F 4
LB co
Z; N� OW
NOTE: 3/4" HOLES E-4 0
PLAN
1. 4" DEEP X 8" WIDE CONCRETE COPING - ;n PARKING
ALL AROUND BASIN CASTING. ----- ' !° n a.
BE CLASS "A"
3, FOR C2. ALL OASTING DETOAILL SEE SO 2-16 4•, i -•3 i„ Z.i
t'-9 /4„Ll
a U Z
SECTION "B-B" S� 3"11JO8cl / NVId 33S - S31NVA
PUS- E FC>
STANDARDDETAIL rmnF STANDARD DETAIL uTVI" FLUME CURB & GUTTER F� z
STANDARDDETAIL rstroP (SEE DETAIL) y,R
DATE 2001 GTO DATE: 2001
DATE: 2006 C TAT GTO CATCH BASIN CASTINGS NORTHCAROMA GUIDELINES FOR GTO�A .PLAN tx p
CATCH BASIN K11RCAROIUNe1 DRAWNDY SR CMR CITY OF WILMINGTON ENGINEERING DRAWN BY SR CMR '^
DRAWN BY ISP/CMR CITY OF WILMINGTON ENGINEERING DETAIL PO 80X 1810 STORM DRAIN MANHOLE PO BOX Wi1810
INGTgJ ENGINEERING W -
PO BOX 1810 CHECKEDBY B.P.,PP. WILMINGTON, NC 28402 CRECKED DY B.Y., PJ:. WILMINGTON, NC 28402
CRECKEDBY O.P., P.E. WILMINGTON, NC 28402 (910) 341-780] [phone]
[phone] SCALE NOTTOSCALE SD2-16 SCALE NGTTDSCAI-E SD2-03 4 FOOT CONCRETE FLUME
SCALE NO'lTOSCALE SD 2-01
N.T.S.
D
MARKED:
SANITARY SEWER OR
�° STORM DRAIN AS REQUIRED
I A
TOP OF COVER
�E
GENERAL NOTES: 12" COMPACTED ABC Z
l J 0
(D.O.T.) REQUIRES 8') (� Q
USE 4000 PSI CONCRETE, PROVIDE FOR H-20 TRAFFIC LOADING. I Fib
«RS! Cam: 1 A A I 1 2- ASPHALT (MIN.) �+ W
PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR A ! S9.50 0 `_��_l P4
GRADE 60 AND WELDED WIRE FAVRIC CONFORMING TO ASTM A185, 5/8" I IcS �� O
EXISTING PAVEMENT N.0 D.O.T. SPEC.
PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD 1926.704ill ( i / EXISTING PAVEMENT Z Z
* PROVIDE FORMED OPENINGS, FOR PIPE TO PROVIDE
"°"'tR M-T° `M `'R"` tp1S' •-� �� REQUIRED SIZE AND LOCATION. PAN BOTTOM OF COVER `
x- r-o- x• z-6•.N SEAL OPENINGS WITH HYDRAULIC CEMENT. 7/B., A SIDE C� FZ
N• Tn sus 0. m.
ALL ELEMENTS PRECAST TO MEET ASTM C973. PLAN ELEVATION 1'-0' L-Om
1 ' ) NOTE: COMPACTED BACKFILL E F'7�1 W
SET ON 6" WASHED STONE Fz
> RING &COVER CONTACT SURFACES SHALL
* FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH BRICK BE MACHINED TO INSURE EVEN BEARING
• * PROVIDE PRECAST STURCTURES OVER 4'-0" IN DEPTH WITH STEPS/LADDER OF COVER AND RING MINIMUM WEIGHTS:
INSTALLED IN ACCORDANCE WITH ASHA STANDARD 1910.27 AND AS FIELD 2•-1• RING 26t LBS. 12"
COVER 120 LBS.
,- CONDITIONS DICTATE. -� - � �---------�
1'-11 3/4" I � �3 OR �4 REB�.R -
........ +» * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG o o
rxE cuP ms wer (uv wr i'-11 1 2"
*-BV TO xEE.Ast < eONro Ru.as1 AS THE SAME AREA OF STEEL IS PROVIDED. hT/•
* SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER BASE CONFORMING 'r�
_ TO FEDERAL SPECIFICATION SS-S-21A, AASHTO M-19B, TYPE B - BUTYL RUBBER.
i- !x lEMS 36RwA SLIP RESISTANT CL EATS z z
y I ITT')
x L .1 IT rurs 1 •• �' fq Rt
* USE FRAME AND GRATE AS PER SD-19.
/ ( 2.125 7.5" u
:
, < * GROUT INVERT TO PROVIDE SMOOTH FLOW 3.125" CORROSION RESISTANT MATERIAL NOTES:
r (RUBBER, PI.ASiICj _-• BACKFILL TO BE INSTALLED IN 6- LIFTS (MAXIMUM) AND
4.725' V-8 3/8' 4.125P5. ELEVATION SECTION A -A COMPACTED TO A MINIMUM DENSITY OF 95% AS DETERMINED
V-g g g BY THE MODIFIED A.A.S.H.T.O. STANDARD METHOD T-99
V-10 1 4" 5.5" • CUT - BACK TO BE PREPARED AFTER TRENCH BACKnWNG
AND COMPACTION
2'-9 t 4"
SECTION "A -A" STANDARD SHOWING METHOD MAKING PAVEMENT PRO' ff N0' UMW-17060
STANDARD DETAIL rmw STANDARD DETAIL rltvE STANDARD DETAtL II ><=' REPAIRS WHERE PIPE IS INSTALLED �'um.. UNW16050-D1
STANDARD DETAIL cnror `X%
DATE: 2001 PRECAST TON
DATE: 2001 GTON DATE: 2N, STANDARD MAN -HOLE �G DATE: 2N1 SLIP RESISTANT ,�-X'IT` 1''NGT�N PAVEMENT�D BY: RB
DRAWN BY ]SR/CMR PRECAST NORTTI CAR<Nl\A DRAWN BY ISRAFMR DRAWN BY ISWMR p
CITY OF WILMINGTON ENGINEERING DRAWN BY ISR/CMR CITY OF WILMINGTON ENGINEERING RING AND COVER CITY OF Po 80X etp'NGTON ENGINEERING MANHOLE STEP Cl c"�F ,NL' INGTON ENGINEERING DRAWN BY: MAG
DRAINAGE STRUCTURE Po BGX 1BloPO CHECKED BY B.P.• P.E. WILMINGTON, NC 28402 DRAINAGE STRUCTURE Po Box 1810 CHECKEDBY B.P.,PB
CHECKED BY B.P., P.E. WILMINGTON, NC 28402 CHECKED BY B.P., P.G
SCALE NOT TO SCALE SOLID WALL (910) 34t 7807 GENERAL NOTES 9 MI 34,N_'7 C 28402 1910) 1 - NC 28402 E �` E lv
SD 2-24 (910) 341 -7aD7 SD 14-02 g:o) so, 78m SD 14-10 SD I -OS SCATS:
SCALE NOT TO SCALE SCALE NOT TO SCALE SCALE NOT TO SCALIi , •,
SD ?-24
I-F_� § C�,a DArH: F 12-11-17
-
SIDSS7 N0.
D-2
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION III MCADAMS
I 2 3 4 5 6 7 8

i
a
s
4
6
7 8
SCO # 17-17725-01
off
0
VICCMR STANLEY ITC
-Ma+u(acturers afQualilySdeFurnishings sine 2962-
• ALL DIMENSIONS ARE IN INCHES
20-1/8"
P.O. DRAWER 330 - DUNKIRK, NO 20754 USA
TOLL FREE: [phone] (USA & CANADA)
TEL [phone] - FAX [phone]
WEB SITE: HTTP;//WWW.ACTORSTANLEY.COM
2nd SITE SYSTEMS SLATS ARE COVERED BY THE
FOLLOWING U.S. PATENTS 5.660,907; 5,791.047
CANADIAN PATENTS 1,487,672, 2,184,348 AND
EUROPE, GERMANY, FRANCE. UK, AND NETHERLANDS
PATENT 750543.
V x 3" (NOMINAL) SLATS
CLEARANCE FOR 3/8"
ANCHOR BOLTS
73 - 1/8"
71-3/8" CENTER -TO -CENTER
CENTER -TO -CENTER DISTANCES ARE APPROXIMATE
(VARIATIONS IN CASTINGS ARISE FROM DIFFERENT
NOTES: RATES OF COOLING)
1. DUCTILE IRON CASTINGS COME WITH A TEN YEAR WARRANTY AGAINST BREAKAGE.
2. DRAWING NOT TO SCALE. DO NOT SCALE DRAWINGS.
3. ALL FABRICATED METAL COMPONENTS. ARE STEEL SHOTBLASIED, ETCHED, PHOSPHATIZED, PREHEATED, AND ELECTROSTATICALLY
POWDER -COATED WITH T.G.LC. POLYESTER POWDER COATINGS. PRODUCTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND
COATED WHILE HOT TO FILL CREVICES AND BUILD COATING FILM. COATED PARTS ARE THEN FULLY CURED TO COATING MANUFACTURER'S
SPECIFICATIONS. THE THICKNESS OF THE RESULTING FINISH AVERAGES 8-10 MILS (200-250 MICRONS).
4. IT IS NOT RECOMMENDED TO LOCATE ANCHOR BOLTS UNTIL BENCH IS IN PLACE. THIS VICTOR STANLEY, INC. PRODUCT MUST BE
PERMANENTLY AFFIXED TO THE GROUND. CONSULT YOUR LOCAL CODES FOR REGULATIONS.
5. ANCHOR BOLTS NOT PROVIDED BY VICTOR STANLEY, INC.
6. FOR HIGH SALT ABUSIVE CLIMATES, HOT DIP GALVANIZING BEFORE POWDER COATING IS AVAILABLE. SEE WRITTEN SPECIFICATIONS
FOR DETAILS.
7. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE. CONTACT MANUFACTURER FOR DETAILS.
& THIS PRODUCT IS SHIPPED PARTIALLY UNASSEMBLED. INTERMEDIATE & CENTER ARMRESTS
4', 6% 8' AVAILABLE WITH
OPTIONAL ARMRESTS
ENCH SPECIFICATIONS UNCW DESIGN STANDARDS) LENGTHS
B S STANDARD 4'
1. MOUNTING: SURFACE MOUNTED WITH STAINLESS STEEL EXPANSION BOLT. STANDARD 6' LENGTH SHOWN
2. SEAT AND BACK: RECYCLED PLASTIC CHERRY COLORED PLANKS: EVENLY SPACED, STANDARD 8'
PARALLEL. WOOD GRAIN TEXTURE.
3. FRAME: CAST DUCTILE IRON SUPPORTS WITH LATERAL SUPPORTING STEEL TUBE.
4. LENGTH: THERE ARE 4 FOOT AND 6 FOOT BENCHES PROPOSED IN THIS DESIGN.
5. FRAME FINISH: BLACK POWDER COAT.
C-7
BENCH - (VICTORY
STANLEY.
INC.)
N.T.S.
COPYRIGHT 2007 VICTOR STANLEY, INC.
ALL RIGHTS RESERVED
REV. 02/20/07 DRAWN L.D.L. 2000-171
VI(CTOR STANLEY, INC A
-. 4modum ofQwUty Site Fundshings sins 1962-
21 - 7/8• * ALL DIMENSIONS ARE IN INCHES
19 - 7/8"
3/8" x 3" -1
CENTER BRACE
FOR ADDITIONAL
SUPPORT
2" x 3" (NOMINAL) SLAI
16 - 3/4"
SEAT HEIGHT
1-5/16' TUBULAR STEEL RUNG
USED FOR ADDITIONAL SUPPORT
P.O. DRAWER 330 - DUNKIRK, MD 20754 USA
TOLL FREE: [phone] (USA & CANADA)
TEL [phone] - FAX [phone]
WEB SITE: HTn:.//WWW.MCTORSTANLEKCOM
CLEARANCE FOR
3/8-ANCHOR
BOLTS
CENTER -TO -CENTER DISTANCES ARE
APPROXIMATE (VARIATIONS IN CASTINGS ARISE
FROM DIFFERENT RATES OF COOLING)
NOTES:
1. DUCTILE IRON CASTINGS COME WITH A TEN YEAR WARRANTY AGAINST BREAKAGE.
2. DRAWING NOT TO SCALE DO NOT SCALE DRAWINGS.
3. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED, PREHEATED, AND ELECTROSTATICALLY
POWDER -COATED WITH T.G.LC. POLYESTER POWDER COATINGS. PRODUCTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND COATED
WHILE HOT TO FILL CREVICES AND BUILD COATING FILM. COATED PARTS ARE THEN FULLY CURED TO COATING MANUFACTURER'S
SPECIFICATIONS. THE THICKNESS OF THE RESULTING FINISH AVERAGES 8-10 MILS (200-250 MICRONS).
4. IT IS NOT RECOMMENDED TO LOCATE ANCHOR BOLTS UNTIL BENCH IS IN PLACE. THIS \ACTOR STANLEY, INC. PRODUCT MUST BE
PERMANENTLY AFFIXED TO THE GROUND. CONSULT YOUR LOCAL CODES FOR REGULATIONS.
5. ANCHOR BOLTS NOT PROVIDED BY VICTOR STANLEY, INC.
6. FOR HIGH SALT ABUSIVE CLIMATES, HOT DIP GALVANIZING BEFORE POWDER COATING IS AVAILABLE. SEE WRITTEN SPECIFICATIONS FOR
DETAILS.
7. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE. CONTACT MANUFACTURER FOR DETAILS.
8. THIS PRODUCT IS SHIPPED PARTIALLY UNASSEMBLED. INTERMEDIATE & CENTER ARMRESTS
V, 6', 8' AVAILABLE WTH
OPTIONAL ARMRESTS
BENCH SPECIFlCATIONS (UNCW DESIGN STANDARDS) LENGTHS
STANDARD 4'
1. MOUNTING SURFACE MOUNTED WITH STAINLESS STEEL EXPANSION BOLT. STANDARD 6'
2. SEAT AND BACK: RECYCLED PLASTIC CHERRY COLORED PLANKS: EVENLY SPACED, STANDARD 8'
PARALLEL. WOOD GRAIN TEXTURE.
3. FRAME: CAST DUCTILE IRON SUPPORTS WITH LATERAL SUPPORTING STEEL TUBE.
4, LENGTH: 6 FEET.
5. FRAME FINISH: BLACK POWDER COAT.
C-10 BENCH - (VICTORY STANLEY. INC.)
N.T.S.
2007 VICTOR STANLEY, INC. ALL RIGHTS RESERVED REV. 02/20/07 DRAWN L.D.L. 2000-171
NOTES:
1. A GEOTEXTILE FABRIC IS TO BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION, THE BEDDING LAYER WILL CONSIST OF A
MINIMUM 4" THICK LAYER OF STONE (NCDOT #57) UNDERLAIN WITH ENGINEER -APPROVED GEOTEXTILE FABRIC (SEE MATERIAL
SPECIFICATIONS).
ENDWALL PER
NCDOT S'
DUAL 30"m
0-RING R(
Al
NCDOT CUSS B" RIPRAP
15•L x 15•W x 18" THICK
A 15
FILTER BLANKET
(SEE NOTE)
DUAL 30"0 0-RING RCP
ENDWALL PER
NCDOT STD, 838.01
sgcnON A A
DUAL 30" ENDWALL VELOCITY DISSIPAT�OR
N.T.S.
LAZA ARE
-4'
VARIES
4-6'---1 37-3/8'
-6' AISLE
PLAN VIEW
INVERTED U-SHAPE BIKE RACK,
MIN 24" WIDE, 36" TALL (SEE
PLAN FOR LOCATIONS)
ELEVATION VIEW 4" THICK CONC., 3000 PSI MIN.
4" CRUSHED STONE
98% COMPACTED SUBGRADE
IN UPPER 12"
NOTES (UNCW DESIGN GUIDELINES):
1. FRAME: SCHEDULE 40 2-3/8" O.D. CARBON STEEL.
2. STYLE: INVERTED U-SHAPE, ROUND, MIN 24" WIDE, 36" TALL.
3. INSTALLATION METHOD: ANCHORED TO CONCRETE.
4. FINISH: POWDER COATED, BLACK.
BIKE RACK DETAIL
N.T.S.
EXPANSION JOINT
AT 30' INTERVALS(TYP)
SCEIRE(TYP)
f�f
CLAS18nS OF
"B" LAYER
IPRAP d
4 FILTER BLANKET t
fA A A
ILa A.
STANDARD SIDEWALK DETAIL
SD 8-15
NOT TO SCALE
Ali
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PB0 m No. UNW-17060
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Damn BY: MAG
SCAM. N.T.S.
DATs: 12-11-17
sslB.rar NO.
D-3
45
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
7 I s
till MC"Ams

UNIVERSITY OF NORTH CAROLINA
SS
S
1 S1 � NWY 11 /'j4
MPS
CGEgR RUN DR /
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LOCATION MAP NTS
ORRIS, KUSKE 4 TUNSTALL
ONSULTING ENGINEERS, INC.
902 MARKET STREET
WILMINGTON, NC, 28401
PHONE [phone]
FAX [phone]
office®nkteng.com
AT WILMINGION
9 9 I /) 9 10 /\ /\I V I �I J 0 I V
K
CODE0
:
49728
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304
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INDEX OF SHEETS
COVER SHEET. .
SURVEY AND EXISTING CONDITIONS.
. Cl
DEMOLITION PLAN.
C2
PROPOSED OVERALL SITE PLAN
C3
PHASING PLAN,
C4
GRADING, DRAINAGE, EROSK)N CONTROL AND UTILITY PLAN . . . _
_ . cd
GRADING, DRAINAGE, EROSION CONTROL AND UTILITY PLAN .
C6
LAYOUT PLAN.
C7
PAVING PLAN . . . . . .
. . C6
NOTES AND DETAILS .
C9
NOTES AND DETAILS
C10
LEGEND, NOTES, SCHEDULES AND DETAILS
E0.1
PARKING LOT LIGHTING AND DETAIL.
E1.1
PARKING LOT DEMOLITION AND LIGHTING. .... ..... ....
. ED1.1
�I Goa, CLV\a rwor �
mk W' �69 � •
MAY 0 6 2010
AS -BUILT DRAWING DATE: 11 /13/07
THESE AS —BUILT OR RECORD DRAWINGS HAVE BEEN
PREPARED, IN PART, ON THE BASIS OF INFORMATION
COMPILED AND FURNISHED BY OTHERS. THE ENGINEER
WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS WHICH HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT.
05227

------_------_-- -
if
SOUTH COLLEGE ROAD — N.C. I1I32 f/-------- ---- ----- --- m Z
1.10
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® ELECTRIC TRANSFORMER 1' �� II O j
GUY ANCHOR GENERAL SURVEY NOTES V) �R
----'-- UNDERGROUND ELECTRIC 0_ V
1. EXISTING CONDITIONS ARE BASED UPON FIELD SURVEY COMPLETED BY WK �
® ELECTRIC MANHOLE DICKSON ON FEBRUARY 10, 2006, O Q
;!Kaimm /// s z
-�- FIRE HYDRANT xwN %p' / I ; I ! I i 2. THIS TRACT IS NOT LOCATED IN A 100-YEAR FLOOD ZONE ACCORDING TO w I� Z_
7 _ - FEMA FIRM COMMUNITY -PANEL NO. 370171 0005 C• MAP REVISED: NOVEMBER p
0 WATER METER +m / / I atn I ��C 4, 1987 Q p J
wpm / /)/ I �1�(n I 3. HORIZONTAL DATUM IS NAD83, VERTICAL DATUM IS NGVD29. UNCW
WATER VALVE u o D //j ly {{{ MONUMENT NO. 31 AND MONUMENT NO. 112 USED FOR HORIZONTAL AND
— ---WATER LINE oo I, D VERTICAL CONTROL JO x Z
�v o / I I I 4. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE BASED UPON m O V
INDICATOR VALVE + / "' fTl + i W
o OS // VISIBLE ABOVE GROUND IMPROVEMENTS, PAINT MARKINGS, AND MAPS AND FILES PROVIDED BY UNC-W. ADDITIONAL UNDERGROUND UTILITIES NOT SHOWN
SANITARY SEWER MANHOLE m (n V�
I r ! HEREON MAY EXIST, CONTRACTOR MUST CONFIRM PRESENCE OF UTILITIES WITH Q �J
APPROPRIATE UTILITY COMPANIES BEFORE DIGGING. Lcc
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SANITARY SEWER LINE Z
NATURAL GAS LINE / /� / ! '
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TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY WK DICKSON.
SCALE: 1 ' " = 60
a C1
�II
II
I II II 0 1 20 l 80
iI

/
\ ��,�a9" +j /% ��• s SAWCUT u 8 o
ASPHALT.,©1� V/O�b
EXISTING DRIVE TO REMAIN
UNTIL COMPLETION OFF >`
PHASE I. SEE PHASE PLAN.
EMERGENCY CALL BOX
TO REMAIN IN PLACE.
Ab
REMOVE EXISTING
/ / + CURB AND CUTTER. Jrr
J
P= ® A'7 /
_s
REMOVE EXISTING BOLLARDS
/ s \ ,FOR INSTALLATION OF NEW
.,a p SIDEWALK.
i � � �a Fad \ � � \•\
/ 1 19 \
/x
REMOVE EXISTING
CURB AND GUTTER. REMOVE EXISTING ASPHALT TO
/ FACILIT E INSTALLATION OF
/ m NEW NDSCAPE ISLANDS. a % J/ �(�,
ov
REMOVE EXISTING WOOD 4�b
FENCE AND 24RCP. 0
" ^� '
+
#>
(, REMOVE EXISTING .b,[r /
�f DRIVE.
�IV,
V _� � .w,_ •vim .y «�\ m , a` /•' J
g
WEDGE EXISTING
ASPHALT TO ACHIEVE
PROPOSED
GRADES OR CRUSH EXISTING'
ASPHALT ND LEAVE IN PLACE. ASPHALT\`
I
I
SHALL BE
RUSHED TO LESS THAN 3"
\1�
IN SIZE GR
DE AS NECESSARY TO
\ / nP
ACHIEVE PRO OSED PARKING LOT GRAD a'E' ��•�
J
EXISTING TREE 0
/ BE SAVED AND /
PROTECTED. TYP. /
\ i .0
REMOVE EXISTING
I TREE, TYP.
/
m /
EXISTING WALK
\ TO REMAIN.
_1,3/.6s
3 60
/ \ Xo
REMOVE EXISTING g
FENCE. EXISTING FENCE
3 \ /
�\ / � � �i/\ �� d�`�. ,.,� /Vr� �•�\ ti`�\ TO REMAIN.
REMOVE EXISTIGJG"'w„ w \
18 RCP. «��\ +
SUPPLEMENT EXISTING GRAVEL
PIARKING LOT WITH ABC STONE
REMOVE EXISINPHALT /«/ \ 4
/ TO INSTALL NEW \ / ARD. GRADE TO ACHIEVE NEW
/ / .\ / \ J IQRADSEE SHEETS CS & C6.
/ CULVERT. SEE SHEET �/ n,,, / / �• '
REM G
REMOVE PORTION OF
EXIST. WALK.
s / ''_ xwa'.+��V �� '4' 1�1++y
_`�"'� �y m aP'a �,/0\\ REMOVE EXIST. ASPHALT.
cU/ArFO \~\ \
j , % m• 'mom T �'+r •m°*'c V A � 4� \
laJ .y s
�8s
AS -BUILT DRAWING DATE: 11/13/07
THESE AS -BUILT OR RECORD DRAWINGS HAVE BEEN
PREPARED, IN PART, ON THE BASIS OF INFORMATION
COMPILED AND FURNISHED BY OTHERS. THE ENGINEER
WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS WHICH HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT.
LEGEND
---- 39-- —
EXISTING CONTOUR
0 39.65
EXISTING SPOT ELEVATION
PROPOSED CONTOUR
TEMPORARY SILT FENCE
SWALE
4" PVC CONDUIT CASING PIPE
- FOR IRRIGATION. TURN BOTH
ENDS TO GRADE WITH CAPS
ON ENDS.
LSD Hsu �SD
PROPOSED STORMDRAIN PIPE
9.6
PROPOSED FINISH GRADE
SPOT ELEVATION
�°^�'�^ _�
PROPOSED TOP OF CURB
SPOT ELEVATION
AFT
FLARED END SECTION WITH
RIP —RAP ENERGY DISSIPATOR
®
DROP INLET WITH INLET PROTECTION!
®
CURB INLET WITH INLET PROTECTION
EXISTING TREE TO BE REMOVED
TO BE REMOVED
SCALE: lit = 50'
0 50 100 150
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DES. JST
CKD. JPN
DRWN. NKS
DATE 55/22/06
A4�Y Q 6 2010
C 2

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00
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Mp,{tKE'1
CLEAR
//
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LOCATION MAP
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/
/
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AREA
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1
DRAINAGE
AREA
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/
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i,
EXISTING UPPER
PARKING LOT
285
EXISTING LOWER
PARKING LOT
108
EXISTING ABC STONE PARKING LOT
47
TOTAL EXISTING
440
RE -CONFIGURED
UPPER PARKING LOT
240
RE -CONFIGURED
LOWER PARKING LOT
312
RE -CONFIGURED
ABC STONE PARKING LOT
92
TOTAL RE -CONFIGURED
644
FUTURE PARKING
LOT
108
AS —BUILT DRAWING DATE: 11/13/07
THESE AS -BUILT OR RECORD DRAWINGS HAVE BEEN
PREPARED, IN PART, ON THE BASIS OF INFORMATION
COMPILED AND FURNISHED BY OTHERS. THE ENGINEER
WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS WHICH HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT.
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Dm JST
am. JPN
DROL NKS
DALE 5/22/06
MAY 0 6 2010
C 3

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Jz a
oG
zl
POND.
e
BUS TURNOUT.
i�+ + + + sr
+ . �+ + +
i ++ + + +
i ++♦++ +
,♦ + + + + + + + ♦ +
/ ♦ + ♦ r + ♦ + i 4, +
EXISTING PARKING i ` +`+ ++ `.`.`+`+`♦ +
LOT "K" , + a + + + + a + + + + a
4 i + + + + + + + + + + + 4 +
+ + ♦ 4 4 + + + + 4 + + + +
Qw
P.
+ + ♦ + + + + + + f + • + + + + r �`
/ ♦ + + + + } + + + + + f + r ♦ + + + + a +
+ + + + + t + + + + r + ♦ + + + + + + +
+ + + + �i♦ + + + + ! . ♦ + + y ♦♦ r
+
+ + + + r++}+a++ ++++. + ++++f+ }+
+ + + + + +
+ ♦+}+ + + + + + ♦ +++
+ + + ! ♦ ♦ ++++ + + f + f ++♦+/♦ + + ♦♦+♦ +++
aY ♦F♦++i}♦+ + + + + + + + + + + +
+ F + ♦ + + + ! + ♦ + F + + F
♦ ♦ + + + + + + + + + + + + + ♦ + ♦ + r + + ♦ } +
+ +
• + ♦ r r r r + + ♦ r ♦ + + + } + + + + + + + + +
+ + + + + a ♦ f + f + + + f + + + + + + + ♦ ♦ +
ib 4 ♦ + + y + } } + } + + + + + } + : + + + S;�
+ ♦ r + + + + + + + + ♦ + + + + + f + + + +
+ + + + + + + + + f + + s + r + + + f + + + r + f + r
+ ♦ +
+ ♦ r + + + r + + +
+ + + } + a + + + + + + + + + + ♦
+ + + + + + + + + + + + + + + +
• �— + + f + 4 + + + + 4 f r + + •,
/ — — — — — .
_ _ + + + + + + + + + +
• — — — — — — — + + + + + + + s
_ 1 f r•
_ _ _ _ _"•
— — — — — — — — — — — '~
/f_
+ + ++ + + +• ----- --- ---- ----- NEW PARKING LOT.
POND FOREBAY. {+ ++ + + ++ `'2•' —_ - — _ — — _ _
/ k + 4 + 4 + + 4 4 #�• — ♦ /
+ + + + + + + + + + + +�
+ + + + + + + + + + + + + +
\✓ � •+ + + + + + + + + + + + + +Ak �• — _ _ — — o; %` TEMPORARY BARRICADE
\ \ 1 + + + ♦+ +++ + + ++ +++ ++ ++ ++ ++sue- - - - - ! TO BE INSTALLED DURI
`. \ « + + + ♦ + + + + + + ..r - - / PHASE II CONSTRUCTIO,
\ \ \ ` ♦ + + + ! + + + + + - TYPICAL.
+ ♦ + ♦ s
�'�i♦ + + + + + ♦ + + + + + + ♦ + + + +
• + r + r + + , + + + + + +
V `> + + y ♦ ♦ + + + + + + + + r + + +
• 4 f Y+ 4 + 4 4 4 ++++ 4 `
♦` + 4+ 4 + ♦ 4 + + ♦ + ♦ + + + 4 •• r/j
t r + + + r + + + + + + + + + + + + ♦ r +
♦ ♦ • + + + + ! ! + + + + ♦ ♦ ♦ + a ♦ + /
«
/ ♦ ♦ + r r ♦ + + + + + + + + s + r + + + + +
r + •. •♦ + + + + + + + + + + ♦ + + + +
/ •� t + + + ♦ ♦ + + ♦ ♦ + + + ♦ + i 1
/
++++++++
+ + + +
f \�
+/ + + \
EXISTING GRAVEL
PARKING LOT.
J
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PHASING NOTES:
BASE BID
PHASE I:
ALL WORK SHALL BE COMPLETED AND TURNED OVER TO OWNER BY
AUGUST 15, 2006. PHASE I SHALL CONSIST OF ALL DEMOLITION. ALL
WORK ASSOCIATED WITH EXISTING PARKING LOT "K", EXISTING GRAVEL
PARKING LOT AND POND AND FOREBAY. WORK SHALL INCLUDE ALL
STORMDRAINAGE, CURB AND GUTTER, PAVING, RESURFACING, PAVEMENT
MARKINGS, ELECTRICAL LIGHTING AND CONDUIT, AND PIPE CASING FOR
FUTURE IRRIGATION.
PHASE II:
BALANCE OF PROJECT TO BE COMPLETED AND TURNED OVER TO
OWNER BY OCTOBER 1, 2006. PHASE II SHALL CONSIST OF ALL
WORK ASSOCIATED WITH THE NEW PARKING LOT. WORK SHALL INCLUDE
ALL STORMDRAINAGE, CURB AND GUTTER, PAVING, RESURFACING,
PAVEMENT MARKINGS, ELECTRICAL LIGHTING AND CONDUIT, AND PIPE
CASING FOR FUTURE IRRIGATION.
ALTERNATE BID
PHASE I AND PHASE II: ALL WORK DESCRIBED AS BASE BID TO BE
COMPLETED BY AUGUST 15, 2006
AS -BUILT DRAWING DATE: 11/13/07
THESE AS —BUILT OR RECORD DRAWINGS HAVE BEEN
PREPARED, IN PART, ON THE BASIS OF INFORMATION
COMPILED AND FURNISHED BY OTHERS. THE ENGINEER
WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS WHICH HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT.
LEGEND
++++++++++++
PHASE
+++
+ + ++ ++ ++ ++ ++ ++ ++ ++++
+ + + + + + + + + + + +
PHASE II -------------
-------------
SCALE: 1" = 80'
0 80 160 240
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05227
DM JST
cm. JPN
per, NKS
WE 5/22/06
P�IAY e 6 2010
C4

I
DROP INLET
TOP=36.40
INV.=33.92
/
SDMH
TOP=38.91 /
INV. IN=35.73 /
/
x o \ !
1joj d LEGEND m Z
EXISTING CONTOUR F�
v.o EXISTING SPOT ELEVATION 8 G B
316
/
/ � l
/
INV.=35.45,'
DROP INLET
/
TOP=38.86
E,;;� INV. IN=35.51
/ DROP INLET INV. OUT=35.54
/ TOP=38.74�'_ �
/ INV. IN=35.j/ 30' RCP
4,
INV. OUT=35.28 v
a
DROP INLET
m°^
/ TOP=39.04 ! /
INV. IN=34.60 _
i
INV. OUT=34.38 --
s IK
DROP INLET --- %
TOP=39.20 - �v
°
INV. IN=33.80 ; v
INV: bUT=3394
CURB INLET v
TOP=39.15
/
INV. IN=33.31 /
INV. OUT-33.55
CURB INLET /
TOP=38.05
INV.
IN=32.90
OUT 33.07
INV.OU1=35.80 ; n+
.s
JUNCTION BOX
_
TOP=38.43
INV. IN-33.65
INV. OUT=33.63
.62
INV.=33.05 C
CURB INLET
TOP=38.03
Aw.
C .
NV, IN=33.
o
OUT .52
DROP INLET
TOP=35.95
15rRC
INV.=33.44 i
2a
i
U
J
INV.=33.13 a n
\
/
1--�d�ECp
INV.-32.38 POND FOREBAY
} \ WALL /
7.98
V w N
w ��v. _
�°s INV. 09
IW.=3,3 99 -
's (3) 30RCP PIPES
ytE SHEET C6
h c
TOP=39.01 r
INV. 34.11
INV. 2.0
a ,
CURB INLET
°TOP=37.56 v
v / _INV IN-1,; 9A A�
P�
G�z It
PROPOSED CONTOUR y 0 O
`+.tMyy�b�� v + a 3° _ �z _ �flti -�-r'�• -.-a-v -. �-- s n� x i�ai of VzI
H
RY SILT FENCE lal f WIEPORA
v us �� _O U
11, �..._�..._ SWALE wFZZ W
W z Y
4' PVC CONDUIT CLING PIPE �W Z
F
_
FOR IRRIGATION. GRADE
TURN CAPS
oQm o O y
pp
/ y w
w ENDS TO OItADE WITH :MS y.l Pa � z
iE
;� '? .� t' I I ° �' l ltill ON ENDS. L� 25 25 N
i�
a z a a m PROPOSED STORMORA1N PIPE L.
CJ O
yo _.3 r �.- i� I a '�+ KO Ud'x
18
PROPOSED FINISH GRADE o coIo z W Q
SPOT ELEVATIONto o
PROPOSED TOP CURB N � Q O V
J
OD to O N
O
FLARED END SECTION Ym\�
RIP -RAP ENERGY DISSIPATOR z �J
171 0 L
RAISED CROSSING 1 Q
J ` 0 l' ® DROP INLET WITH INLET PROTECTION z O Z 0o m C)
6 �x v k CURB INLET WITH INLET PROTECTION m 41 9 1 }
t i/1
'�� - o �x2' c° T i 1'M N� e;
4 ROP INLET r' EXISTING TREE TO BE REMOVED m a1. x
I
r , , IWs =3-:2'3 TO BE REMOVED Q o
16CL Z
r
e
18
Z/ a W
INLET, +
9 p341c
239
Lll \\
D INLET
/ P=39.34
o NV. IN=36. 0
X\� I . OUT=36.
RAISED CRO SI
5 SEE DETAIL.
\
0 DROP INLET � v
TOP=38.95
RATS INV.=35.46
SEE
12
\ PARKING
+ LOT
312 SPACES
DROP INLET
TOP=38.58
INV.=34.77
.=35.1
TOP�40.14
INV. IN=36s4 + 4' PVC CONDUIT FOR , NO WETLANDS EXIST ` �Q Z v
1(�QUT=37.03 MM
1.� O - J
I' INLET
-39.73
IN=36:
OUT=31
/
i IRPIIr oN. SEE LEGEND. WITH I N I E S ITE AR EA -
m TM ' C!) C )
s
a
18
18OD
w
p
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001
1 3r3w �
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m co 3 of
ol
- P
In o
ftto fo
x
y� �r '
> � S
00
RAISED y
CROSSING
' Z zw
/ o w °
DROP INLET.,
TOP=39.17 r.
INV -36.54 s _ / W Z g
W GO
N
z
'4'
Z
..I z
V;. r ,
c6
J04
o
Z
-'-
��
DROP
6
3INLE
-TOP
1•
INV. IN=35.15
iNv' our=351j5
--%'
AS -BUILT DRAWING DATE: 11/13/07
/ DROP INLET \---_
TOP=38.50 � , ! �
--_
�
THESE AS -BUILT OR RECORD DRAWINGS HAVE BEEN
PREPARED, IN PART, ON THE BASIS OF INFORMATION
/ 1 IW=35.50 �'� X
`'
COMPILED AND FURNISHED BY OTHERS. THE ENGINEER
WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS WHICH HAVE BEEN INCORPORATED INTO
Ix
THIS DOCUMENT AS A RESULT.
c ; PHASE II
v NOTES: 05227
-(FUTURE)��
DROP INLET y'V
TOP=38.56 , �, t ` / i ` �/� 1. 4" SCH. 80 PCV CONDUIT CASING PIPE FOR DES' JSf
n\ �� INV. IN=34. DROP INLETS 7
IRRIGATION SHALL BE INSTALLED AS PART OF THIS °� JPN
a INV. = 1 TOP=38.52 �' ` /X•�\` z" �\i / (;' CONTRACT. LANDSCAPING WITHIN THE ISLANDS WILL BE N
/ a INV. IN=33.7'8- ���� /�.� i /V PART OF A SEPARATE CONTRACT. CASING PIPE SHALL BE
/ INV. 33 7 > BURIED A MIN. OF 2 FT. DATE 5/22/06
•�$ i �� 2. SOILS REPORT INDICATED EXCAVATED MATERIAL FROM
=33.4 'sb�� R1 / ���� �` �� POND IS SUITABLE FOR FILL MATERIAL. CONTRACTOR
RAMP U '
ill'DROP INIEf x� �. /� SHALL BE RESPONSIBLE FOR HAULING SUITABLE FILL
+ PER ADA� TOP=36.75 T/� ' MATERIAL FROM POND TO FILL AREAS. CONTRACTOR
INV.=34.15 i i SHALL MAKE ALL EFFORTS TO USE ONSITE MATERIAL. IF
MATERIAL HALL ADDITIONAL RO M T INEERIA IS FROM REQUIRED
OFF THE BORROW
.RG T
3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR
HAULING EXCESS MATERIAL, (STRIPPINGS, POND
MATERIAL), NOT USED IN PROJECT OFF SITE.
Its Cp
� � �� oDSTv �- DROP INLET
IrVP IN733.6�4�% ,�' ` SCALE: 1" = 40'
z -�, INV. OUT=33.6� C5
0 40 80 120
p

�V vv.vSE
v
/
vv �
4
4.
A �uE SHEET DROP INLEr. or5 sz
TOP=35.95 ' = a15�RC
i /INV.=33.44 7 s�
/
ch
INV.=33.13
Vi
"gam
T PC
4 / INV.=32.38
B� vi
v _ �\37,69
\ 4 \
61
vog
h P _
SPEED HUMP WITH a�
STAMPED ASPHALT.
\
\
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\
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\
\
\
v \ v v \ v � M4a e'✓D��'Igf
v r
v v to,
\ ✓ 1
h
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\ 9 \\
V�\`
DISTURBED AREA
LIMITS TYP.
xx,
A Y :fib /./ !vQ ; �;' FILL EXIST. DM
v.v v
y1 vvv; / STORM WATER
\ \ \\\ k
POND
\. /
\\ /
\
V AV A A A�\V
vv�N�
,�v� vvr vv OUTLET STRU
TOP 36.39, 3
WEIR 34.77
\v v v I w. OUT 3
\ \ ,�
\ \ 3
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'�^ AEG 6� ✓'/�. ��V�i�' V Av '\ v v v,>s
J _ A
p
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vv
vvv
DROP INLET worms j
TOP=36.64 /
INV =35.02 12" RCP
�q <<_--�*35
I LET
T� `c�sr +� , -^�- UKUP INLLI 1---_ a r
INV.=33.26 0. � DROP
�_ \TOP=38.50 Z
v INV.=35.50 �� / �� `! 0
'Q � INV.=34.77 i / �
CURB IN '� v i I i/ CIO1
%Awd5*� TOP=39.01 ti Qy t, v 108 T i
�P INV.=34.11
�b t s p v v J
PHASE II v\\ y ,�� /� 4'
(FUTURE). .vv
/ e DROP INLET
oA TOP=38.56 y� vvv�Tvv vvv? Z
INV. IN=34. DROP INLETS /
=OREBAY INV' x
TOP=38.52
/y t
o INV. IN=33.7�vv
.O ��337 < r
v� / v� , �
1�11/. Q
/ 9. .=334 ig
J
RAMP UP /' v 'DROP INLET, /X v v v v y /`�� ' I
o 3 a Q
+ PER ADA � TOP=36.75 T v v v v/ 0
i 2.40 INV.=34.15 vv / F- pz - zz Z Z �(
.=D0 VjR
F w aai
H
\ I 0 0 _pLLLp y9 ew 0 0 Y Q O
/ - w EL z
OC W N n IL Z
�
EXIST. ' DROP INLET 7 / ��',, �, w
0
TOP=37.24 / o O D= c0 W Z
y O
r v„ INV. IN=33.64 v / i co co z �' H
r 'v IIIV. OUT=33.6� /// q m
\Nop \ / /✓ ry 0 0 0 Fm 0
CURB INLET z I �b \v vv / i/ o 0o amo a N Z
// TOP=37.56 �' q �� ST. J
OUT=33���� I 3 �6 a o_ ,8R ��®_ `,,� /�/ DROP INLET'. ® �' Z _j
Cp / TOP=37.42
\\ 3.30 `m \ \ S / INV. IN=33.77 V V
�\
\ ° r / o T �- i INV. OUV,c33.84 j
am
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\ TOP=36.76
INV. IN-33. A`` ` ' y
o
INV: 'OtZT=33.5
° .
r , r o �I, DROP INLET
HEADW /� o /.< TOP=36.55
�3OP=3 INV.=34.84 \ DROP INLET O� /r/ DROP INLET
TOP=37.21 ar, ' . h / ! TOP=37.43 0
- �- _
O /
12 RCP_v `'�,�
INV IN 34.01 0 ¢ Z
41 INV. OUT=34.06 w z o
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3 0)
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DROP INLET v -
% = DROP INLET �£, j ✓ / DROP INLET 0 3 w
TOP 37.07 f
INV. IN=33.6 TOP-37.43 TOP=37.9t
i /
8 v
-
G / q v 1+� OUT=33 66 / INV.=34.33 INV.=EXIST. 35.55t
s.
j �\c,v.,;a / / ,' ; / i vi A�. • %/n' "S sak in r' (, '�-I
\
DROP INLET \\�'.,..,
/; � \ / r/ / \tg a\ / rho i// ..\ // - �¢a rM1<•_ z_// 'c, ' � TOP 36 02 ,I `
INV. 3 .80
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NOTES: z °3
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.- -� -`` PART OF A SEPARATE CONTRACT. CASING PIPE SHALL BE
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��"'' COMPILED AND FURNISHED BY OTHERS. THE ENGINEER
� '� ° q ®��/A< WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS WHICH HAVE BEEN INCORPORATED INTO
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DME 5/22/06
MAY 0 6 2010
CtI3

3/4" RE1FORCM BAR
RIB DDED 180 INTO SUBGRA L
8w 26' MIN.
CONCRETE WHEELSTOP DETAIL
NIS
r4.
CONIC. FIG.
I-f4 O 12" EACH WAY \- 8' #57 STONE
TYPICAL CATCH BASIN
24' CURB AND GUTTER NIS
2'-0" /24"
1'-6 I 6"
CLASS A
ASPHALT -
•
•.•ov.•v.•.•. vv. rvvv
71W DNA. WOLFS
PLAN
2'
CONCRETE COLLAR
NON TRAFFIC AREA
• • • • �� ILA
sY Y� "'ic'•1-I
• •i•i•iiiiiiiiiiii
1
CASING NOTE: rX 2•
DROP NLET FRAME &
GRAZE SHALL BE HM
DUTY H-20 LOAD RATED.
COORDIMTE TOP WITH
BOX SIZE a GRODM
f;ZU�y1�1.11
tI-
all" I
SPILL
OFF CURB SECTION
NTS
NOTE: dNB TYPE DEPENDS ON GRACES SHOWN
ON IAAOIO PLA L OMOES INDII/ONC
FALL AMW FROM CUD SHALL E SPILL
OFF TYPE uRD. GN10i5 INDI`KIM CM
ACCEPMIO FLOW SHILL E FLOW UE TYPE.
COARSE AGGREGATES
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
7
1V
SITE WORK NOTES:
2' TYPE I-2 (NCDOT) 3" TYPE I-2 (NCDOT)
EROSION CONTROL NOTES AND MAINTENANCE PLAN:
6" TYPE ABC STONE (N
DOT) 87 " TYPE ABC STONE (N
DOT)
1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS. PRIOR TO ANY EXCAVATION THE
CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
CONTRACTOR SHALL OBTAIN A DIG PERMIT FROM UNCW.
AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
7AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL
NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
RIGHT OF WAYS WITH PROPER AUTHORITIES (NCDOT AND UNCW) AND
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
SHALL MEET ANY REQUIREMENTS AS TO TRAFFIC CONTROL AND
COMPACTED SUBGRADE COMPACTED SUBGRADE
CONNECTION TO EXISTING STREETS.
I�
2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO
NOTE: PAVEMENT SECTION MAY VARY NOTE: PAVEMENT SECTION MAY VARY
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
DEPENDING UPON FIELD CONDITIONS. DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONTRACTOR SHALL COORDINATE CONTRACTOR SHALL COORDINATE
BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO.
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
w/OWNER & GEOTECHNICAL w/OWNER & GEOTECHNICAL
4 STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED
LIMITS OF CONSTRUCTION. SEE SPECS.
ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY.
ENGINEER TO DETERMINE ENGINEER TO DETERMINE
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
ACTUAL PAVEMENT SECTION. ACTUAL PAVEMENT SECTION.
3. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. SEE SPECS.
SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT
LIGHT DUTY PAVEMENT SECTION HEAVY DUTY PAVEMENT SECTION
THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
US. rr.
REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED. SEE
THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED,
SPECS.
REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE
OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
DROP INLETS.
APPLICABLE LOCAL AND STATE CODES. SEE SPECS.
A
X.
A
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH ADDITIONAL
BECOMES 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
BORROW MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES
PERMITS ASSOCIATED WITH BORROW OPERATIONS.
WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH
8 FOOT STAKE SPACING.
8. FILL AND COMPACTION: SEE SPECS.
1/4- WARE MESH
5. INSPECT TEMPORARY SEDIMENT TRAPS / CHECK DAMS AFTER EACH
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED
PERIOD OF SIGNIFICANT RAINFALL REMOVE SEDIMENT AND RESTORE THE
TO CONSTRUCT HIS WORK.
TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA
OF EXISTING UTILITIES DURING CONSTRUCTION.
AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. CHECK
THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY
5' STEEL POST
(SELF -FASTENER
CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF
BY WK DICKSON AND PROVIDED BY OWNER.
STEEL ANGLE TYPE)
1.5 Fi. BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL
ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUCT BE
REPLACED IMMEDIATELY. AFTER ALL SEDIMENT -PRODUCING AREAS HAVE
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
r'
BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
_
UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING
APPLICABLE AGENCIES AND AUTHORITIES.
AREAS AND STABILIZE PROPERLY.
r
14 ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
SIFFL OR MOD POSE
- WIREIE H FOR SDWEWO FAA!
- SDIDAND ON M M SOEIDIH
FLIER FtIMM.
-OIECRON OF NOEt ROW
ANCHOR FABRIC SIWO
t= MIN. r DEEP & 4' TIME
Holm
1. SOL FENCE FABRIC SWILL E FIN. OF JD' N WICAH WITH
AND 50 LB/N FOR WM SIFEIMK FT�E
2. FABRIC SHALL E CDMNUOtR LEMM F JOINS
ME NECESSARY. LIP FABRC POST TO POST.
A SIEFL POST SWILL E MIN 4' N FEIpR NO E OF THE
SELF-03TEER SMEL ANGLE TYPE.
4. WOOD POSIT SHALL E A ML OF 4 N HEIGHT AND
C N n•MM•w FABRIC SHALL E FASFDED 10
WOODEN POSIT WITH NOT LESS THAN %S WIRE STAPLE
1" LONG OR 'RE WI M
TEMPORARY SILT FENCE
NM
SEDIMENT CONTROL
a
6. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE Of 1 VERTICAL
CONFORM TO NCDOT STANDARDS.
STONE
r
NOTES:
TO 3 HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES
1
SEDIMENT CONTROL STONE
SHALL BE SEEDED AND STABILIZED WITHIN 15 DAYS.
15. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
SHALL BE #5 OR 157 AND
PAID
SHALL BE FOR AT THE
7. THE STORMWATER PONDS WILL ACT AS SEDIMENT BASINS AND WILL BE
16. SEE SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
SECTION A -A
70N WNW� �
CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FT. BELOW
MULTI -DIRECTIONAL FLOW
STONE'
THE TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN
z.
YORE MESH SHALL BE
THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
17. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
INLET
PROTECTION
MIN'. ANDESHAALL"HAVE 1/4-
8. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF
RESPONSIBILITY. PLAINS DO NOT REPRESENT A BALANCED EARTHWORK
NTS
MESH OPENINGS.
DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
CONDITION.
NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE
18. REINF. CONIC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT
VEGETATIVE PLAN TO MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER.
OR "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
9. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF
THOSE SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
NOTE 10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE
1. CONTRACTOR MAY USE BRICK WITH MAX THE PROJECT IS COMPLETED.
CORBEL i• PER COURSE
2. CONNIRACYOR MAY USE ECCENTRIC M.H. LWIT
_tk 11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT.
6" CONCRETE t PLAN PRECILST 4• RISER RING
\Fm6x6-W2.9 X W2.9 WWM GALVANIZED
5'IfPS . iT DG
- 4' NCDOT ABC STONE
1. CONTROL JOINTS SHALL BE EVERY 15 FT.
(MAX.) AND EXPANSION JOINTS SHALL BE
EVERY 50 FT. (MAX).
2. PAVEMENT SECTION MAY VARY DEPENDING
UPON FIELD CONDITIONS. THE PAVING
CONTRACTOR SHALL COORDINATE WITH
OWNER REPRESENTATIVE AND GEOTECHNICAL
ENGINEER TO DETERMINE ACTUAL PAVEMENT
R1 SECTION.
10' CONCRETE WALK PAVEMENT SECTION
�10
F CURB HEIGHT IS B-, THEN:
'Bt' - 0 1:10 MMOIIN SLOPE. SIDE
RARE A" IS W MMMUM.
Tar - • 1:12 MWMIY SLOPE. SIDE
PLAN FLARE A' IS 72' MNNIM.
F
♦• PSI aR s TOam 1 4' yR
c0 + :p Awns
EM VAN ACCEW 1
.. RIQNG
t PA
... L
SONS 70 RE am
SUBGROE � • AUIDIIL LMIu TO tIEDED WDDD I
•' °' AW■Y PON WIN 3Ar aTeLIUT
SECTON FUN® MUM IOLIS t gem
CONCRETE SIDEWALK CONTROL JOINT i t2"
O aL
t/Y /.�vuc rMsaaFn aR usao Now - 611e.
e7wMtiloH Awn ARE VOWL a am ft N
C + o Jz=A A LIMN OR 7119M 4i4" MOD
a•-+o/+o w:aa a ," MAIOMUN T VAN
PENALTY 250
SECTKIN
WHEEL CHAIR RAMP
Qlu�vv�m
WHEEL CHAIR RAMP DETAIL
NIS
uwoR ww a•� - am xaao ww eoas+ - as"
TYPICAL HANDICAPPED SIGN DETAIL
NOTES: $
1. SIDEWALK THICKNESS (� BE 4"
2. CONTRACTION JOINTS (.J. SPACE
4. THICKEN SIDEEWWAALLKK TO 6" IN LAST
WITH NO CURB.
5. 1 /2" EXPANSION JOINT (E.J.) REQI
JONCTIONS, AT STRUCTURES AND J
6. PROVIDE A LAYER OF 15f 6LDG. F
PARALLELING CURB OR STRUCTURE,
7. REINFORCE w/6x6-10/10 W.W.M.
0
SECTION
STORM DRAIN MANHOLE DETAIL
NTS
NOTED OTHERWISE.
SIDEWALK WIDTH.
IT ABUTS PAVEMENT
30' MAX. AT SIDEWALK 1/8"R TOOLED
ON SITE PLAN JOINT
EEN WALK AND ADJACENT
'2" EXPANSION
HNT MATERIAL
EXPANSION JOINT (E.J.)
1/4"0" DEEP w/AN
r-1/8"R TOOLED JOINT
ELatl
SIDEWALK JOINT DETAILS
NM
ALL PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT
CLOSE-OUT.
SAWCUT SAWCUT
1SAWCUT EXISTING 1'
�wira+Na�_vir ana:.
uwipmpl
... . , , ,
,, ,
ASPHALT PAVEMENT
"ACE COURSE. SEE
5 BELOW FOR THE
3FIC REPAIR REQUIREMENTS.
TING ASPHALT PAVEMENT
7ACE COURSE
ng Tree
to be located
Is of drip line.
t as necessary
ow for sidewalk
ation.
wood post, 4' Min.
�ht above grade
3' bury depth.
t to be 6'O.C.
METHOD OF TREE PROTECTION
NTS
CLEARLY mark the trees to be saved prior to construction and
erect a protective barrier at the dripline.
Dripline-The area of soil directly beneath the tree extending out
to the tips of the outermost branches.
Contractor to review tree protection type and location with owner
prior to beginning ANY work on site.
Tree protection shall be maintained through the life of the project.
AS -BUILT DRAWING DATE: 11 /13/07
THESE AS -BUILT OR RECORD DRAWINGS HAVE BEEN
PREPARED, IN PART, ON THE BASIS OF INFORMATION
COMPILED AND FURNISHED BY OTHERS. THE ENGINEER
WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS WHICH HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT.
TEMPORARY PERMANENT
GRASSING DETAIL
• SEE LANDSCAPE PLANS
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 MID UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL
UME 45 LBS. PER IODD S.F.
PHOSPHOROUS: 20 LEIS PER 10DO S.F.
FERTILIZER: 17 LOS. 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 LEIS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LBS 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 60% DAMAGED. REESTABLISH FOLLOWING ORIGINAL UME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
11. SEEDFOR TEMPORARY AND PERMANENT APPLICATIONS SW _L BE:
j 20% CARPET (MASS
24% BERMUDA GRASS
20% TURF FESCUE
10% 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 85X
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSLILT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION PATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE
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SPEED HUMP
COST. EaP rda ramp DUST. MP
A A
direction .
.. of travel
— — -- "AM DR. C¢a�NE
direction.- - .
of travel,
84
EGST. EOP - - - - .. EXBT. EDP
. .Yda ramp
B PLAN VIEW
TOP ELEV =36.0
6"
flat flat
EXIST. ELEV.=37.5t fOmP ramp EXIST. ELEV.=37.5t
15 1 7.9 7.5 I 15 I
Section A —A
1' taper Asphaltic Concrete
1' min
shoalder��—� Sloped to follow
crown of street
existing pavement
R2 Section B—B Tuck Coat
SPEED HUMP Ca HURST DRIVE
Hrs
TEMP. J57 STONE
0.5' ABOVE TOP OF
ORIFICE ON ALL 3
SIDES.
4 A M
6" 4000 PSI CONCRETE
WITH GALVANIZED 6X6 WWM
4" ABC STONE
36.39
(3) 24" DIA. OU7
INV. OUT= 33.77
10'
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CROSSWALK MUST BE .'
ADA ACCESSIBLE -STAMPED.
--
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ramp
of travel. PATTERN MUST COMPLY IIII� _ COORDINATE STAMPED
WITH ADA CODE � I � I b i - SUBMIT
AND COLOR WITH OWNER.
SUBMPATTERNS AND COLORS
- � I. TO OWNER FOR APPROVAL
10'
SIDEWALK
6"
flat I-- flat
Section A —A
TOP ELEV.=39.0
� ramp
COMPACT
SUBGRADI
lop
RAISED CROSSINGS WITHIN PARKING LOT AREAS
HTs
NOTE: BASIN, FRAME AND GRATE
MAY VARY IN NONESSENTIAL
DIMENSIONS.
6' X 10' PRECAST CONC. BASIN W/
KNOCKOUT PANELS ALL 4 SIDES OR
STRUCTURAL BLOCK BASIN.
�" SQUARE ALUMINUM BAR WELDED
AT 4" O.C. EACH WAY BOLTED TO TOP
OF BASIN
ATTACH SCREEN WITH
GALV. LAG & WEDGE
ANCHORS
3" I.D. INLET PIPE
GROUT IN PLACE
INV. = 34.03
CRUSHED
PLAN
—STONE BASE
COMPACT
FRONT 36.29
�1 9'W X 0.,42'H RECT. ORIFICE ® 34.77
2 3'W X .42 H ORIFICE ® 34.77
INLET 34.03
BOTTOM 32.76
SECTION A — A SECTION ELEVATION
TEMP. EROSION CONTROL FOR OUTLET STRUCTURE POND #4 OUTLET STRUCTURE
N.T.S.
N.T3
CLASS I RIP RAP 60OX MA_ RIFT FABRIC DETENTION POND NOTES:
1. RESTORE POND TO DESIGN SIZE AND SHAPE UPON COMPLETION OF CONSTRUCTION AND STABILIZATION OF SITE.
2. SEED FOR SLOPES SHALL BE 20% CARPET GRASS, 24% BERMUDA, 20% TURF FESCUE, 10% CREEPING RED
FESCUE, AND 24% RYE. SEED AT RATE OF 2-3 #'S PER 1000 SF.
3. THE VEGETATED SHELF SHALL BE PLANTED WITH A COMBINATION OF TWO OF THE FOLLOWING ON 3' CENTERS.
1. CATTAIL
2. COONTAIL 10' WIDE
3. SPATTER DOCK
VEGETATED
SHELF O TOP OF BANK=37.00
6:1 SLOPE � ���
NORMAL POOL=34.00 p �i i - 3:1 SLOPE
POND EMERGENCY SPILLWAY
NTS
SLOPE
POND SECTION
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POND DIMENSIONS Qa NORMAL POOL
SCALE: 1 "=40'
DETENTION POND FOREBAY NOTES:
1. RESTORE POND FOREBAY TO DESIGN SIZE AND SHAPE UPON COMPLETION OF CONSTRUCTION AND STABILIZATION
OF SITE.
2. BERMUDA SOD SHALL BE PLACED ON ALL FOREBAY SLOPES TO ELEVATION 32.0. PRIOR TO SOD
PLACEMENT THE SOIL SHALL BE LINED AND FERTILIZED ACCORDING TO SPECIFICATIONS.
POOL=34.00
32.00
SLOPE
FOREBAY SECTION
NTS
R3
TOP OF BANK=36.5
SOD SIDE SLOPES OF
FOREBAY TO ELEV. 32.0
AS —BUILT DRAWING DATE: 11/13/07
THESE AS -BUILT OR RECORD DRAWINGS HAVE BEEN
PREPARED, IN PART, ON THE BASIS OF INFORMATION
COMPILED AND FURNISHED BY OTHERS. THE ENGINEER
WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS WHICH HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT.
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DATE 5/22/06
MAY 0 G 2010
C10

74
VICIN17-Y MAP
ti
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a n
�F oG 0 W T HOOKER ROAD
�� N l�E ��
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C / TREATMENT �-4
V j APPROACH
SECTION 2 TIP T. E B-�5118 f
' -Ll-, -L2 , „
- PR JE
43-, AND 44 _
- _
LEGEND:
SW8 100405: f /
( '��LOW DENSITY (DA 1)
HIGH DENSITY (DA 2, 3,4)
DMREDEVELOPMENT (DA 6) yQO
SW8 100101
��,OTHER (DA 1) - Ilm % 4F
I c STORMWATER R
*• TREATMENT RQ
SW8 060530 O
�.�
R/O C9 UNIVERSITY OF a ` ,� ��� APPROACH
Ecro a �
PLAN REVISION (ORIGINAL PERMIT) (>�.</ / N
PLAN REVISION (REVISED PERMIT)
F _ NORTH. CAROLINA
v
CROSS -CITY TRAIL, PHASE 3A i , WILMINGTON
PERMIT LIMIT/"K" LOT EXPANSION t ,
UNCW PLAN REVISION
REMOVE 8,590 SF FROM ✓
PERMIT SW8 060530 '.z ��N,
o
Q 4
STORMWATER \ STORMWATER
TREATMENT = ' TREATMENT
i
. n N
APPROACH EAPPROACH
SECTION 8 / ' / SECTION 9
L5
ti r TO BRADLEY
R ) CREEK
F
° -
r~
4,r
r
STORMWATER STORMWATER
GRAVEL PARKING LOT 2 /HO
TREATMENT TREATMENT STORMWATER
APPROACH APPROACH TREATMENT
SECTION 3 ' c f X RQ SECTION 5 APPROACH
-L4- STORMWATER =L4- R �m� L tia SECTION 8 �®
TREATMENT STORMWATER R /"
` APPROACH TREATMENT 9_ i
SECTION 4 I I 8 1 -APPROACH
ECTION 6
_L4- 6 .I STORMY AT(�R } n
TREATMENT _!7 A G-LS-
OWNER: -\ TO BURNT APPROacH
�� SECTION 4
CITY OF WILMINGTON 0 MILL CREEK %
305 CHESTNUT STREET
4TH FLOOR
WILMINGTON, NC 28401 CROSS -CITY TRAIL, PHASE 3A �a0 y <^�
_® °
JOSHUAH MELLO, AICP � - € INFILTRATION BASIN 1 �, / _ _ / •.,, / �4�p -
PERMIT LIMIT /"" KLOT EXPANSION I r
910.341.3234 / STORMWATEI 'Po
UNCW PLAN REVISION �® I _ \ �". ' ST RMWATE\
[e-mail] -- I GRAHAM HEWLETT 4
ADD 8,590 SF TO ® g EATMENT TREATMENT
HALL ENTRANCE DRIVEWAY
PERMIT SW8-060530 I APPROACH _ APPROACH I
ENGINEER: GRAVEL PARKING LOT 1 _ SECTION 7®", `SECTION 8
KIMLEY-HORN AND ASSOCIATES, INC. J STORMWATER E�
\. TREATMENTi�r,�S�®N
CARYN0PARKWAY
NC 27513}��
APPROACH
JEFFREY W. MOORE, P.E. I Q �\ ti SECTION 8
919.677,2000 TO BRADLEY-
[e-mail]
[e-mail]
� CREEK........
F084
SURVEYOR: I "�
STEWART ENGINEERING, INC.
421 FAYETTEVILLE STREET
SUITE 400IMI
_ O�.
Mvll
RALEIGH, NC 27601' " TREXTMENTER`
919.380.875D
[e-mail] 'APPROACH SECTION 8 Q f 12010
Nl/lY'
L� -. Cc55
PREPARED IN THE OFFICE OF. �CAAj PROJECT; n
Kimley=Horn , °F�SW�� o 2010 1 400
REV` No.: REVISION: DATE: DRAWN BY: CHECKED BY; RA I NAG E AREA PLAN = SEAL s
and Associates,Inc 424436This documenf,together with the concepts and designs presen--ed herein, as an instrument of service, is ♦ - t ws re ared. Reuse of an
d im ro ernd client for which 1 P pIn �ended only for the specific purpose a P PG `o
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. p
shollbe without liability to Kimley-Horn and Associotes, Inc. P.O. BOX 300687-2RALEIGH, NORTHFCAR 9LINA67762050068 ♦������iuui■id�
copyright Kimley-Horn and Associates, Inc., 20IO PHONEe (9 19) 6 PE NO. F-O 102
CROSS -CITY TRAIL, PHASE IIIA
JOB NUMBER:
011335034
SHEET NUMBER:
C- IA

J
V
0
N
yvR T
MAJOR MODIFICATION SW8 060530
SWALE 1
DRAINAGE AREA =0.34 AC
C = 0.39
0
L
ISION. DATE: DRAWN BY: CHECKED BY:
ent, together with the concepts and designs presented herein, as an Instrument of service, is
nly for the specific purpose and client for which it was prepared. Reuse of and improper
n this document without written authorization and adoption by Kimley-Horn and Associates,Inc.
thout liability to Kimley-Horn and Assoclates,Inc.
Kimley-Horn and Associates, Inc., 20 10
60
PREPARED IN THE OFFICE OF:
Kimley=Horn
Em" and Associates, Inc.
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone] PE NO. F-0102
UNIVERSITY OF
NORTH CAROLINA
WILMINGTON
DRAINAGE AREA PLAN
U
HIGH DENSITY SW8 100405
SWALE 2
(SUB -BASIN OF INFILTRATION BASIN 1)
DRAINAGE AREA - 0.03 AC
C = 0.50
HI H D NSI Sk8l(00405
IN LTRA O BA1DRA NAGE REA C
C = 0 .
1
MAY 0 6 2010
PROJECT:
CROSS -CITY TRAIL,
NUMBER:
011335034
M
SHEET NUMBER:
PHASE IIIA
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PAVEMENT SCHEDULE
t
0
N
tn
PROP.APPROX.I.5'ASPHALT CONCRETE SURFACE COURSE,TYPE S9.5B, 2' S' S' 2'
CI AT AN AVERAGE RATE OF 168 LBS.PER SO.YD.
I C2 I PROP. APPROX. 0ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 224 LBS.PER SO.YD.
C3 I PROP. APPROX. 3'ASPHALT CONCRETE SURFACE COURSE,TYPE S9.5B,
AT AN AVERAGE RATE OF 336 LBS. PER SO. YD.
PROP. APPROX. 4'ASPHALT CONCRETE SURFACE INTERMEDIATE
DI COURSE, TYPE 1I9.OB, AT AN AVERAGE RATE OF 456 LBS.PER SO.YD.
PROP. APPROX. 5.5' ASPHALT CONCRETE SURFACE COURSE,TYPE
El 1AT AN AVERAGE RATE OF 627 LBS.PER SO.YD.
JI I PROPOSED 6'AGGREGATE BASE COURSE
J2 I PROPOSED %-CRUSHED GRAVEL SHOULDER, 95Y COMPACTION
RI I PROPOSED 2'-6000NCRETE CURB AND GUTTER
S I PROPOSED 4' CONCRETE SIDEWALK
T I PROPOSED COMPACTED EARTH MATERIAL
U I EXISTING PAVEMENT
V I MILL EXISTING ASPHALT PAVEMENT./%2' DEPTH
NOTES:
1. SEE PLANS FOR SPECIFIC MULTI -USE PATH LOCATIONS.
2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
3. SEE PLAN SHEETS FOR MULTI -USE PATH SUPERELEVATION
TRANSITIONS. (2% MAX SUPERELEVATION)
4. SEE PLAN SHEETS FOR INFILTRATION BASIN LOCATIONS.
EXISTING
CURB
S
n TYPICAL SECTION
-
-L2- STA 15+00.00 TO STA 18+88.43
EXISTING
CURB
rING
ND
7
REV. Noe REVISION, DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and Improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2010
EXISTING
GROUND
3:1
1
EXISTING
GROUND
EXISTING
GROUND
3�
6
m L-REMOVE 6
EXISTING
ON R TE
GRADE TO SIDEWALK T
THIS LINE
(1 TYPICAL SECTION
-Ll- STA 10+00.00 TO STA 14+25.22
THiS LINE
n TYPICAL SECTION
L
-L2- STA 18+88.43 TO STA 28+98.96
-L3- STA 30+20.70 TO STA 32+55.54
V, V�� ,
THIS LINE
n TYPICAL SECTION
7
-L3- STA 32+55.34 TO STA 46+83.23
-L4- STA 59+23.34 TO STA 70+09.77
-Y5- STA 10+24.00 TO STA 10+95.00
PREPARED IN THE OFFICE OF:
KirnleywHorn
Em" and Associates, Inc.
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone] PE NO. F-0102
EXISTING
GROUND
EXISTING
GROUND
CONSTRUCTION
DETAILS
EXISTING
GROUND
EXISTING
GROUND
_: m
I -INFILTRATION
BASIN
n TYPICAL ON SECTI
Jn
-L4- STA 72+50.00 TO STA 74+40.00
EXISTING
GROUND
EXISTING
GROUND
v,:�� ,
THIS LINE
n TYPICAL SECTION
J
-L4- STA 70+09.77 TO STA 78+17.30
-L5- STA 79+00.00 TO STA 102+94.28
EXISTING
GROUND
W,11�� ,
THIS LINE
n TYPICAL SECTION
-L5- STA 103+42.65 TO STA 160+04.11
-Y4- STA 10+00.00 TO STA 12+50.00
MAY 0 & 2010
PROJECT:
NOT TO SCALE CROSS -CITY TRAIL, PHASE I I IA
JOB NUMBER: SNEET NUMBER:
011335034 CD-3

r
ti
EXISTING
GROUND
2' I VARIES
(DI
02
� GRADE TO J
(T) El THIS LINE
SAWCUT EXIST
ASPHALT
PAVEMENT
n TYPICAL SECTION
-Y3- STA 11+86.98 TO STA 12+89.11
I/AA/1-C 9 FO
EXISTING
GROUND
3�
SAWCUT EXISTS GRADE TO THIS LINE
ASPHALT
PAVEMENT lB TYPICAL SECTION
-Yl- & -Y2- INTERSECTION
9.5'
TYP.
9" 8.0'
YP.i TYP.
CONCRETE MONOLITHIC
ISLAND. SEE DETAIL
1 I-I/2" S9.5C
CONCRETE MONOLITHIC
ISLAND. SEE DETAIL BELOW
SECTION VIEW
R 2' STAMPED CONCRETE
SEE PROJECT SPECIAL PROVISIONS
FOR PATTERN DETAILS
R 974' R 89'
MILLED AREA TO RECEIVE
I-I/2' S9.5C NCDOT OVERLAY.
%2Jp SLOPE SHALL NO EXCEED 2%
8' TYP. IN ANY DIRECTION.
R 89'
. O
R 974' w
(� R 2' - 13.20' � �8.48--I R 2
PLAN VIEW
J N.TS.
NOTES:
I. WHITE PAINT LINE TO BE OFFSET 2' FROM MONOLITHIC ISLAND.
PLAN
FRAME, GRATE & HOOD ASS'Y
i
Rdi�Zli�R�i
.f44
HOOD ELEVATION
0.75"
P P
Ali _
N
SECTION - LL SECTION - MM
F��a
SECTION - BB 4
SECTION - PP
N
Duo 1 wi
"
SECTION - AA
SECTION - NN
12"
5.12"
1
SECTION - KK
REFERENCE TO NCDOT
DETAIL NO. 840.03.
NOTES: 1.) USE TYPE "E","F",& "G" GRATE UNLESS
OTHERWISE INDICATED
2.) TOP OF HOOD CASTING SHALL HAVE RAISED LETTERS WHICH SAY:
"DUMP NO WASTE" & "DRAINS TO WATERWAY"
PROVIDE PICTURE OF FISH BETWEWEEN TWO STATEMENTS.
N/1CATCH BASIN CASTING FOR PRE -CAST
SD 2-19
NOT TO SCALE
GENERAL NOTES
l.ln accordance with N.C.G.S. 136-44.14, all street curbs being constructed or
reconstructed shall provide wheelchair ramps for the physically hamJicapped on each side
of any street or road, where curbs and sidewalks are provided and at other major
points of pedestrian flow.
2.Wheelchair ramps shall be located as indicated in detail drawings; However, existing light
poles, fire hydrants, drop inlets, etc. may affect placement.
3.Curb ramps shall have detectable warnings extending the full width of the ramp and a
minimum of 2-ft. in length -
CONSTRUCTION NOTES
1. Construction shall conform with construction standards of the governing body which has
jurisdiction of the particular street.
2.Wheelchair ramps shall be constructedA'bfcGriosete with the surface having a
rough, non-skid type finish.
3.A 1Ih-in. expansion joint shall be required where the concrete wheelchair ramp joins any
rigid pavement or structure.
4.In no case shall the width of a curb ramp or curb cut be less than 40-in. (3-ft,
4-in.), not including the flared sides.
5.Transitions from ramps to walks, gutters or streets shall be flush and free of abrupt
changes.
6.The maximum slope on the curb romp run is 1:12.
7.The maximum cross slope of the curb ramp is 1:50.
8.Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb
ramp, or accessible route shall not exceed 1:20.
9.Any raised islands in crossings shall be cut through level with the street or have curb
ramps at both sides and a level area at least 48-in. long between the curb ramps.
TO- Detectable warnings shall consist of raised truncated domes with a diameter of
nominal
0.9-in., a height of nominal 0.2-in. and a center -to -center spacing of nominal
2.35-in.
and shall contrast visually with adjoining surfaces, either light -on -lark, or
dark -on -light.
ADDITIONAL NOTES
1. Stop bars shall be used where it is important to indicate the point behind which
vehicles are required to stop in compliance with a traffic signal, stop sign or other
legal requirement.
2.Parking shall be eliminated a minimum of 20 feet back of the pedestrian crosswalk-
3.AIi pavement markings shall be in accordance with the latest edition of the Manual of
Uniform Traffic Control Devices, published by the Federal Highway Administration. This
document is available from the Superintendent of Documents, U.S. Government Printing
Office, Washington, D.C. 20402.
4.Curb ramps at marked crossings shall be wholly contained within the markings,
excluding any flared sides.
5.The bottom of diagonal (corner type) curb ramps at marked crossings shall have 48-in.
minimum clear space within the markings.
6.If diagonal curb ramps have flared sides, they shall have at least a 24-in. long
segment of straight curb located on each side of the curb ramp and within the marked
crossing.
REV. No., REVISION, DATE, DRAWN BY, CHECKED BY,
This document, together with the concepts and designs presented herein, as an instrument of service, is
Intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 20 10
PREPARED IN THE OFFICE OF:
KimleywHorn
and Associates, Inc.
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone] PE NO. F-0102
DETAIL SHOWING TYPES OF GRATES TO
BE USED ACCORDING TO WATER FLOW. 35.75" 2.75"
`TYPE "G" TYPE "E" EPE "F"il-
WATER FLOW SAG WATER FLOW J O H0o OOO A 1" Oo
of
O o00 1 5 I q
1.75"
SECTION - BB
1.5" 0.62"
WATER FLOW SAG WATER FLOW 1.75"tom~ $
2.25"
SECTION - AA
TYPE "F" TYPE "E" TYPE "G" TYPE - E
RAISED FLOW
RROW 1/16" HIGH
RAISED FLOW
A 2.75" A RROW 1/16" HIGH
2.75"
O O 1.5" in
• 1.5"
ri 1.5"
N O O 1ro
.5" N
1.5" 1.75' 115" At
7 1.75"
35.75"
1.1qr�
TYPE - F
.50"R
12"
SECTION - AA
^"10 SECTION - AA
r`
TYPE - G
CATCH BASIN GRATE FOR PRE -CAST
SD 2-20
NOT TO SCALE
TIE PROPOSED WHEELCHAIR RAMP
TO EXISTING 2' - 6" CURB AND GUTTER
SEE PLANS FOR
FLARE LOCATION
PLAN VIEW
AND GUTTER
4' 16'
MILL AND
OVERLAY
EXIST PAVEMENT
3" S95B
4" B25.OB
19" 02
2„ 08 - -
TURF
SHOULDER
3" B25.OB STREETPRINT XD -
SEE PROJECT SPECIAL
GRADE SHOULDER PROVISIONS FOR
TO DRAIN SECTION A -A PATTERN DETAIL
SPOTGRADE (PT)
V
w
z
y z
M.E.
26.28
_
26.16 M;E
26.Z8
2596 26.28
M.E.
19.02
1836 M.E.
19.p2
18,7p 19.42
I25'
MINI CIRCLE DETAIL
N.T.S.
NOTE: SAWCUT EXISTING PAVEMENT
TO PROVIDE 1' MINIMUM FULL DEPTH PAVEMENT
GALVANIZED STEEL JAW AND SWAGE
TURNBUCKLE TYPICAL OF (4) PER
ANCHOR POST
MINI -CIRCLE
CENTER
02
GALVANIZED STEEL 3" THREADED ,
EYE DOLT TYPICAL OF (4) PER 1/2" D0. DRILL
ANCHOR POST HOLE
ROAD
FTRAIL
F EO E : FACING
CONCRETE FOOTING TOP OF POST SECTION
6"
24"
6 POST (PLAN)
6' CURB
TRANSITION
CONCRETE
LINE ANCHOR POST - TYPICAL (SECTION) GALVANIZED STEEL JAW AND SWAGE
TURNBUCKLE TYPICAL OF (2) PER END
Post
CONIC.
MUL11-USE
8' DROP CURB
:S
..
WHEELCHAIR
RAMP
ASPHALT PATH
END POST CDP.) POST TO RECEIVE 2
COATS OF WATER BASED SEALANT BEFORE
ANGLED TOP CUF INSTALLATION
FACING ROAD. (SEE 6' - 0" O.C.
DETAIL INSET ABOVE) (TYP.) GALVANIZED STEEL THREADED EYE BOLL
NUT AND FLAT WASHER TYPICAL OF (2)
6' CURB
3/8" DIA GALVANIZED PER END POST
TRANSITION
CONCRETE
STEEL TENSIONED 6„
CABLE; CONTRACTOR
TO SUBMIT SAMPLE
AND TECHNICAL DATA 10"
SHEET TO DESK,NER/
ALL REQUIREMENTS OF NCDOT STANDARD DRAWING
OWNER FOR APPROVAL " '
1848.05 (WHEELCHAIR RAMP) APPLY.
PRIOR TO coNslRucnoN 10„ 42
*NOTE: TRUNCATED DOMES ARE TO BE YELLOW
VARIES
UNLESS OTHERWISE SPECIFIED BY CiTY
EASING GRADE 95% CONCRETE FOOTING
SEE PLANS
SPD COMPACTED
DETAIL SHOWING TYPICAL
CURB CUT WHEELCHAIR RAMP
(PLAN VIEW)
CONSTRUCTION
DETAILS
24"
6 ABC
LINE POST - TYPICAL SECTION END ANCHOR POST - TYPICAL SECTION
1. ALL WOOD FOR FENCE TO BE PRESSURE TREATED YELLOW PINE
2. ANCHOR POSTS (SEE DETAIL INSET ABOVE) SHALL OCCUR EVERY 60; ALONG THE FENCE LINE (MAX.)
N3 WOOD POST AND STRANDED CABLE FENCE
MAY U 6 2010
PROJECT:
NOT TO SCALE CROSS -CITY TRAIL, PHASE IIIA
JOB NUMBER: SHEET NUMBER,
011335034 CD-4

APPRC
RAIUN,
PLAN AT BRIDGE APPROACH
NOTE:
PLANKING MUST BE LAID AT 45•TO DIRECTION
OF TRAVEL.
GRAVEL SHOULDERS TO NARROW TO 1' WIDTH
EACH SIDE AT BRIDGE APPROACH.
r.i APPROACH RAIL DETAIL
I
DETAIL 6
LATERAL 'V' DITCH
( Not to Scale)
Natural -5-N0",��C Pointder
Ground y D
Min. 0.5 D= Ft.
FROM
STA. 56 + 50
TO
STA. 58 + 00
-L4-
L
FROM
STA. 72 + 50
TO
STA. 73 + 00
-L4-
L
FROM
STA. 90 + 50
TO
STA. 92 + 00
-L5-
L
FROM
STA. 92 + 50
TO
STA. 96 + 50
-LS-
L
FROM
STA. 101 + 00
TO
STA. 102 + 50
-L5-
L
FROM
STA.103 + 50
TO
STA. 105 + 00
45-
L
FROM
STA. 105 + 50
TO
STA. 107 + 50
-L5-
L
TRAFFIC
FLOW
12" 24"
1 r r1
361/ LYTTTTTTT
jAPPROACHING j
TRAFFIC
FLOW
n PAVEMENT MARKINGS
` 'SHARK TEETH' YIELD LINE
DETAIL 7
FALSE SUMP
0.5 ft
S=Ditch Slope
rt Proposed Ditch
(Not to Scale )
STA. 105 + 08 -L5- (LT)
STOP BAR
8" WHITE
CROSSWALK LINES
6' MNMUM
PEDE5TRIAN -
CROSSWALK
PIANO STYLE CROSSWALK
j
LEGEN
09 gRCC110H OE IRI:FIC WDW
J raoRm wawo sneus
WHEEL CHNR R
SOEwux
4' MINIMUM
PARALLEL TO
n PAVEMENT MARKINGS
WHEEL CHAIR RAMPS
U
Gig. -A
/a,
rl;,I
BASE POLE INSTALLATION STEPS:
I. DIG A HOLE FIN DIAMETER BY YTO 35
DEEP.
2 POUR MIXED CONCRETE INTO THE HOLE
UP TO THE DESIRED DEPTH AS SHOWN ON
THE DETAIL BELOW.
3. PLACE THE BASE POLE IN THE CENTER OF THE HOLE
0 AND PUSH DOWN UNTIL 4' IS EXTENDED ABOVE
O THE GROUNDL
4 FILL THE REST OF THE HOLE WiTH LOOSE DIRT AND
LET CONCRETE CURE FOR 24 HOURS.
0
0 MAIN POLE WILL SLIDE
0 INTO BASE POLE TO
0 INSTALL ENHANCER KIT
0 (TOP ASSEMBLY
0 TO BE INSTALLED BY
0 STOP EXPERTS, INC)
0
0
/FN/F 4'OF BASE
ABOVE GROUND
EXISTING
CURB
(
L
EXIST GROUND
CONCRETE ALL AROUND
BASE POLE UP TO THIS
POINT ONLY
MIN.4-' SOLID
CONCRETE BASE
ANCHOR BOLTS X-FORMER
LOCATED PER VENDOR BASE OF FIXTURE
DATA. CAST IN PLACE. MUST BE CENTERED
ON CONCRETE BASE.
n o0 o n
II � 1111' X-FORMER
GROUND ROD. 24 BASE
CAST IN PLACE------ PROVIDE GALVANIZED
i-�
nn A LOCK WASHERS & NUTS
AND ANCHOR BOLTS F
FINISH GRADE
6" WIDE ( a0 " " 6" WIDE
CAUTION TAPE .. CAUTION TAPE
M v SPARE CONDUIT
a THREE CONDUITS 1 1/2ii
�
EACH LIGHT
(SEE SPECS. —
0
NO EXCEPTIONS)
00 4#6 Innim--i
1 #8 THHN GREEN
24"
SQ.
SECTION A -A
BASE DETAIL
0
EXIST SIDEWALK
EXIST 2 -' CURB & GUTTER
6' Ib 6
TIB/� TRAY51lIBII
TOP OF
SECTION A -A
5 BIKE RAMP
TC 400
LUMINARIES
STANDARD - 20 FT.
TAPERED ALUMINUM POLE
ON TRANSFORMER BASE
HAPCO DWG. A59189X
NO WIRE NUTS SHALL
BE USED IN FIXTURE BASE
USE SPLIT BOLT TYPE CONNECTORS
IN LINE FUSES
(2 EACH REQUIRED)
FINISH GRADE
EXIST SIDEWALK
6" WIDE
CAUTION TAPE
NOTES - STREET LIGHTING:
-CONCRETE BASE
A. STANDARD:
16 THHN
1. STANDARDS SHALL BE
20 FEET IN LENGTH
#8 THHN GREEN
EXCLUSIVE OF FIXTURE
AND TRANSFORMER
BASE)
2. STANDARDS SHALL BE
TAPERED ALUMINUM
UNITS
WITH SHOE MOUNT AS
MANUFACTURES BY
HAPCO,
ROUND ROD.
DWG. A 59189X, 20 '
TAPERED ALUMINUM
B. TRANSFORMER BASES:
1. TRANSFORMER BASES
SHALL BE ALUMINUM
UNITS WITH
ACCESS DOORS AS SHOWN
IN HAPCO, DWG. A 59189.
C. LUMINARIES:
TYPICAL ASSEMBLY 1. LUMINARIES SHALL CONFORM TO EXISTING FIXTURES,
GENERAL ELECTRIC, MODEL TC-400, CAT # C691N515
2. BALLAST SHALL BE HIGH PRESSURE SODIUM, 400 WATT
480 VOLT.
3. LAMP SHALL BE 400 WATT HIGH PRESSURE SODIUM.
O STREET LIGHTING DETAILS
UNIVERSITY OF NORTH CAROLINA AT WILMINGTON
NOT TO SCALE - JAN-15-2003
'I
MAY 0 6 2010
0
PREPARED IN THE OFFICE OF: ,,,�0���,CARQ�����, PROJECT:
Kimle -Horn ,..�r�EESS/p..�
Y CONSTRUCTION = ` �02�M NOT TO SCALE CROSS -CITY TRAIL , PHASE I I IA
REV. Naa REVISION: DATE: DRAWN BYi CHECKED BYe
This document, together with the concepts and designs presented herein, as an Instrument of service, is and Associates,Inc.DETAILS ytS•510
intended only for the specific purpose and client for which it was prepared. Reuse of and improper ��.o'•.;yCr(NEF;:''c.��
relianceshall be on this without liabilityto Kim o Ho written Associates, authorization and adoption by Kimley-Horn and Associates, Inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 .#��„W"Mpo��`� JOB NUMBEM 011335034
SHEET MIMBER: CD-8
Copyright Kimley-Horn and Associates, Inc., 2010 PHONE: [phone] FAX: [phone] PE NO. F-0102

0
0
NV
LO
CONSTRUCTION SEQUENCE
RlP RAP (6.15)
GRASS -LINED CHANNELS (6.30)
CONSTRUCTION SPECIFICATIONS
CONSTRUCTION SPECIFICATIONS
CONSTRUCTION SPECIFICATIONS
1. Remove all trees, brush, stumps, and other objectionable material from the
Foundation area and dispose of properly.
I. Flag the work limits for protection.
Subgrade gPreporatlon -Pre re the subgiade for r1 ap and filter to the required
o denityradpproxpinognt_ t sumr�oundipsfuur Trithe al avert//!
2. Excavate the channel and shape It to neat lines and dimensions shown on
the plans plus o 02-ft overcut around the channel perlmeter to allow for bulking
2. Hold least
during seedbed preparations and sod buildup.
preconstructlon conference at one week prior
dmater al Cut t subgrade sufflc erirutry deep �thvt the fl grade/ o
to starting construction.
rlprap
will be of the elevation of the surrounding area. Channels should be excavated
J. Remove and pro r�. dispose of a// excess soil so that surface water may
freely
3. Prior to any land disturbing (Including demolition) activities, Install
sufflclently to allow placement of the rlprap in a manner such that the finished
enter the channel
silt/treeProtection fence constructlon entrance temporary PIPS
Inside mnslonsdgrade mdesign specifications.
4. The procedure used to establish grass In the channel will depend upon the
temporary diversion ditch and check dams.
Sand and gravel filter blanket - Place the filter blanket immediately after the ground
severlty of the conditions and sel Ion of specles. Protect the channel with
4. In accordance with the erosion control plans, grade troll, Install
P
foundation Is prepared. For gravel, spread filter stone In a uniform layer to the
specified depth Where more than one layer of filter material is used, spread the
mulch or o temporary liner sufficient to withstand anticipated velocities during
the establIshment period.
storm drain systems, and place inlet protection at drainage boxes
layers with minimal mixing.
Place additional check dams and stabilize ditches as Indicated.
Synthetic filter fabric - Place the cloth filter directly on the prepared foundation.
MAINTENANCE
Modify silt fence placement around pipe Intlets and outlets as
Overlap the edges by at least 12 inches, and space anchor pins every 3 ft along
During the establlslxnent period, check grass -lined channels after every rainfall.
necessary, place silt fence around top of culvert.
the overlap. Bury the upstream end of the cloth a minimum of l2 inches below
ground and where necessary.bury the lower end of the cloth or overlap with the
After grass /s established, periodically check the channe%check It after every
heavy rainfall event. lmmedlate make repairs. It Is particularly Important to
5. Complete final grading for trail and stabilize with gravel
next section as required. Take care not to damage the cloth when placing rlprap
check the channel outlet and a I road crossings for bank stability and evidence
6. Backfill around troll,place curb and gutter(as needed) and pavement
if damage occurs remove the rlprap and repair the sheet by adding another layer
of filter material with a minimum overlap of 12 inches around the damaged area.
of pin9 w scour halos. Remove all s1 nlflcant sediment accumulations to
main the designed carrying copoclty. Keep the grass in a healthy, vigorous
7. Finish grading of slopes, topsoil critical areas and permanently
If extensive damage is suspected, remove and replace the entire sheet
condition of all times, since It !s the pr//mary erosion protection for fhe channel.
vegetate, seed and mulch
Where large stones are used or machine placement Is difficult, a 4-Inch layer of
8. All graded areas will be seeded, fertilized and mulched
fine gravel or sand may be needed to protect the filter cloth
VEGETATIVE PLAN
according to NCDOT speclflcatlons to maintain a vigorous, dense,
Stone Placement - Placement of ripra should follow Immediately after placement
SEEDING SPECIFICATIONS
vegetative cover within 2I calendar days or sooner of completion
of the filter. Place rlprap so that forms a dense, well -graded mass of stone with
SEEDING SCHEDULE
of any phase of grading. !f work on the protect ceases for more
a minimum of volds. The desired dlsbributlon of stones throughout the mass may
be obtained by selective loading at the quarry and controlled dumping during
Seeding
than the aforementioned length of time, all disturbed areas shall hove
final placement. Place rlprap to its full thickness In one operation. Do not place
Shoulders, Side Ditches, Slopes (3:1)
temporary vegetative ground cover established and erosion control
r�nesizes Ta e cng are � t dislodge hithe und �ng flat
aor fuse ilterwhenn rf
placing
Seed with Tlfwoy (419) Bermuda grass at the rate of
devices maintained.
the stones.
Date Type Planting Rate 80 Ibs per acre.
9. All erosion and sediment control practices will be Inspected
The finished slope should be free of pockets of small stone or clusters of large
Warm Season Tifway (419) Bermuda Grass 80 lbs /acre
Winter overseeding should occur if time of lawn seeding
weekly and after rainfall events. Needed repairs will be made
Immediately
stones. Hand placing may be necessary to achieve the proper distribution of
stone sizes to produce a relatively smooth;untform surface. The finished grade
Cool Season Annual rass 20 Ibs./ocre occurs during the fall. if winter overseed! Is required,
'yam
Annual � �
Ryegross the 20 Ibs
of the rlprap should blend with the surrounding area. No overfall or protrusion of
seed with at rate of per acre.
/0. Estimated time before final stabilization is 4 months
rlprap should be apparent.
ll. Site Includes approximately 3.45 acres of permanent vegetation area.
MAINTENANCE
Reference Special Provisions for additional Information.
12. After site is stabilized, tree/silt fence, temporary diversions,
construction entrances, and construction staging and material area
Inspect channels at regular Intervals as well as after major rains, and make repairs
promptly. Give special altentlon to the outlet and inlet sectIons and other points
Maintenance
stockpile areas, shall be removed, restored as exlsting, and
where concentrated flow enters. Carefully check stability at road crossings and
permanently vegetated as described /n the maintenance and vegetative
look for indications of piping, scour hn/es, or bank failures. Make repairs
Immediately. Malntaln of/vegetation ad jocent to the channel In a healthy,
Refertillze if growth is not fully adequate Reseed,
refertilize and mulch Immediately following erosion or
plan.
vigorous condition to protect the area from erosion and scour durinq out -of -bank
other damage.
flow. Control of weed and brush growth may be needed /n some locations.
MAINTENANCE
Note: Ground cover sha/l be established on exposed slopes
LAND GRADING (6.02)
within 30 days following completion of any phase or
grading.
Follow the construction sequence throughout project development.
When changes in construction activities are needed, amend the
sequence schedule in advance to maintain management control.
CONSTRUCTION SPECIFICATIONS
TOPSOILING (6.04)
I. Construct and maintain all erosion and sedimentatlon control practices and
CONSTRUCTION SPECIFICATIONS
measures In accordance with the approves sedimentation control plan and
MAINTENANCE PLAN
construction schedule.
MATERIALS
/. The Contractor Is responsible for maintenance of erosion
2. Remove good topsoil from areas to be graded and filled, and preserve
It for use In finishing the of all critical areas.
Determine whether the quality and quantity of available topsoll justlfles selective Temporaryry seeding - Protect topsoil stockpiles by temporarily seeding as soon
hondling. Quality topsoil has the following characteristics: as possible, no more then 30 working days or I20 calendar days after the
grading
formation the
and sediment control devices
of stockpile.
2 The Contractor shall check all erosion and sediment
J. Scarify areas to be topsolled to a minimum depth of 2 Inches before
placing topsoil,
Texture - loam, sandy loom, and silt loam are best, sandy clay loam, silty clay
loam, clay loam, and loamy sand are fair. Do not use heavy clay and orgonlc Permanent v elation - if stockpiles will not be used within 12 months they
control practices for stability and operation following every
soils such as peat or muck as topsoil. must be stab Ilzed with permanent vegetation to control erosion and weed
runoff producing rainfall but In no case less than once every
4. Clear and grub areas to be filled to remove trees, vegetation. roots, or
other objectionable material that would affect the planned stability of the fill.
growth
Organic matter content - (sometimes referred to as 'humlc matter') should be
week. Any needed repairs will be made Immedlately by the
greater than l5% by weight. SITE PREPARATION
Contractor to maintain oll practices as designed. Also per
b Ensure that fill material is free of brush, rubbish, rocks, logs, stumps,
building debris, and other materials Inappropriate for constructing stable fills.
Acidl- pHshould be greater than 3.6 before llming, and liming Is required If Before spreading topsoil, establish erosion and sedimentation control practices
Is less than 6A.
National Pollutant Discharge Elimination System (NPDES)
It such as diversions, berms, dikes, waterways, and sediment basins.
genera! stormwater permit, a roln gauge must be Installed
6. Place all fill /n layers not to exceed 9 Inches in thickness, and compact
the layers as required to reduce erosion, slippage, settlement, or other
Soluble salts -should be less than 500 ppm. Grading -Maintain grades on the areas to be topsolled according to the
on site. The roln gauge must be kept onsite and Inspections
related problems.
approved plan and do not alter them by adding topsoil.
by the Contractor must be made and logged after every half
7. Do not Incorporate frozen material or soft or highly compressible
Sodium - sodium adsorption ratio should be less than 12
Liming of subsoil - Where the pH of the existing subsoil is 6.0 or less, of the
Inch of rainfall and once a week.
materials Into fill slopes.
a alto meetingthe
eeiabove qualifications
Soil ado of d a at least 2 inches. soollll Im� mxosed of heavy clays, Incorporate agricultural limestone in amounts
3. The Contractor stall remove sediment from sediment
8. Do not place fill on a frozen foundation, due to passible subsidence and
s� watehoul
g ay recommended by soil tests or specified for the seeding mixture to be used.
thickness affect the ease of excavation and spreading of topsoll. Incorporate lime to a depth of at least 2 Inches by disking.
basin when storage oapoclty has been approximately 501
filled. Gravel be replaced when the
slippage.
General the upper part of the so/l,wh/ch is richest in organic matter, Is most Rougghening - Immediately prior to spreading the topsoll. loosen the su rode
will cleaned or
9. Keep diversions and other water conveyance measures free of sediment
deslrablle- however, material excavated from deeper layers may be worth storing by dlskin or scarlfying to a depth of at least 4 inches, to ensure rag of
It the listed
sediment pool no longer drains properly.
during al! phases of development.
If meets other criteria above. the topsoil and subsoil. If no amendments have been Incorporated, loosen
4. The Contractor shn// remove sediment from behind silt
/0. Handle seeps or springs encountered during construction In accordance
the soli to a depth of at least 6 Inches before spreading topsoil.
Organic soils such as mucks and peals do not make good topsoil. They can be
fence when It becomes 05 feet deep at the
with approved methods.
identified by thelr extremely Tight weight when dry. SPREADING TOPSOIL
fence. Silt fence will be repalred as necessary
Immediately
!I. Permanently stabilize all graded areas Immediate! after final grading Is
STRIPPING Do not s ead topsoil while It is frozen or muddy or when subgrode is
Correct irregularities in the that
to maintain a barrier.
completed on each area in he grading plan. A��ly temporary stob/llzat/on
wet or rozen. any surface result from
Strip to from those that
5. The Contractor shall fertlllze, reseed as necessary, and
measures on all graded areas when work Is fo be or delayed for
15 working days or longer.
all only areas will be disturbed by excavation, filling, topsolling or other operations to prevent the formation of depressions or
roadbuliding, or compaction by equipment. A 4 to 6-Inch stripping depth is common, water pockets.
mulch a!! seeded areas according to specifications In the
but depth varies depend/ on the site. Determine depth of stripping by taking
vegetative Ion to maintain a vigorous, dense vegetative
eg e9
!Z Show topsoil stockpiles, borrow areas, and spo/l areas on the plans, and
sot/ cores at several locations within each area to be strlpped. Topso!! depth Compact the topsoil enough to ensure good contact with the underlyying soli,
P
make sure they are adequately protected from erosion. Include final
generally varies along a gradient from hilltop to toe of the slope. Put sediment but avoid excessive compaction, as it Increases runoff and inhibits seed
basins, diversions, Into before Light
cover.
stabilization of these areas In the plan.
and other controls place stripping. germinotlon. packing with a roller Is recommended where
-maintenance
6. The Contractor shall provide ground cover on exposed slopes
MAINTENANCE
STOCKPILING high turf Is to be established.
or other areas within 15 working days or 30 calendar days
On slopes and areas that will not be mowed, the surface may be left rough
Sect location to dralnageways.avolding
(whichever is shorter),following completion of any phase of
PerlodlcallyY check all graded areas and the stng erosion and
stockpile avoid slopes and natural after spreading topsoil. A disk may be used to promote bonding at tl�e Interface
traffic On large Is economical
sedimentation control practices, especially after rainfalls. Promptly
routes. sites, respreading easier and more when between topsoil and subsoil.
grading; permanent groundoover for all disturbed areas within
remove oil sediment from dlverslon and other -disposal praatices. If
topsoil !s stockpiled in small piles located near areas where they will be used.
l5 d 90 days /whichever Is
wssr breaks occur,repair them iPromAll
stockpile areas used shall be stabilized with silt fence and seeded. After to ol! application, follow procedure for seedbed preporatlon, tak/rag care
work/ n9 ay s or co%radar shorter)
maintenance of small eroded areas before theyme sllniflcant ullies
to woidxcessive mixing of topsoil Into the subsoil.
following completion of construction or development.
is an essential part of an effective eroslon and sedlme elm ca rol plan.
Sediment barriers - Use sediment fences or other barriers where necessary to
retain sediment.
MAY e 6 2010
PREPARED IN THE OFFICE OF:
KimleynHorn
and Associates Inc
'e
EROSION CONTROL DETAILS
J�e`(�N
=
NOT TO SCALEcument,
PROJECT:
CROSS -CITY TRAIL PHASE IIIA
[REV.No.,REVISION:
DATE
DRAWN BY,
CHECKED BY,
g g p
to ether with the concepts and des! ns resented herein, as an Instrument of service, isd only for the specific purpose and client for which It was prepared. Reuseof and Improper
on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
�i, ICC
�,�'%,
JOB NUMBER:
SHEET NUMBER:
without (lability to Kimley-Horn and Associates, Inc.
ht Klmley-Horn and Associates, Inc., 20I0
PHONE: [phone] FAX: [phone] PE NO. F-0102
0 1335034
EC- 15