SW8960315_APPROVED PLANS_20040528

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE ❑ CURRENT PERMIT
?APPROVEDPLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE-
YYYYMM D D

' - � - - - .. ._ _a _ _ _ _ _ ._ _ �. ��_ �.- _•.�L�-+ ..._mil'' ��� � 1. �.�._,.._ __ _. __ ._ .. _. � _ __._ F � 4
r F
i
MAR 5T �o
A
K�
O i I 41,4
41.3
70
,II
40.9
_-
x
.� REMOVE THE EXISTING STORMDRAININLETS PIPES D 4o.a
N R WITHIN THE PROPOSED BUILDING AREACONSTRUCTION o I I
Gt�E 9 AREA AS REQUIRED. THE CONTRA IOR� ESPONSIBLE FOR FIELD ,j� p°P �, SOH
�a DETERMINING THE EXACT DEMW�, "_ MITS. SEE SHEET C2. 0 2 �N� / / / TQP 41.47
��1�N�L o�I IN 33.9
I - �S� �4 ` Nv OUT 33,87
VICINITY MAP - 4Q�-
NTs INSTALL EROSION CONTROC� �~ `"",1� - - -
AROUND EXISTING 0RO0 �� MEND
INLET.000
�ocE pP URe 00"'sco
i � 40.6 CK OF G r
ssmH 1 / O i 4 "� 40.5
40,3
TOP 40,33 PGp s 5�,� P %,' 0 I REM /RELOCATE EXISTING LIGHT
INV CUT 34.82
MP►�tll� - - ` 0 0 ' a 1 1 POLE. COORDINATE WITH OWNER.
i
N` ' 1� a �A%s N V LP �,F 1 SEES LIGHTING PLAN.
REMOVE THE EXISTING STORMDRAIN PIPE AND DROP INLET II V 5 40 ? Y _ i �y 0.1 9 9
WITHIN THE NCDOT R/W. THE CONTRACTOR IS RESPONSIBLE 6 � , l � LP P
FOR FIELD DETERMINING THE EXACT DEMOLITION LIMITS. SEE �`„ - - 41/4 S z O ° I I ICE }I r,UI C it't
_
SHEET C2. - ao_ � � t,f� � LP ti,�0" ` In Ilu fl ILIV 1ii-3
a0.9 0.0
REMOVE/RELOCATE EXISTING LIGHT - loop" i REMOVE EXISTING, TREE. SEE
POLE. COORDINATE WITH 01NNER �L o -. 4dQ `� HAItI-LIr+ FEN ' } LEGEND. TYPICAL
`1
SEE SITE LIGHTING- PLAN. _ � -TflP 3� 7s , 4 ��' r ll+ -� a HQ_ EXISTING.
�.
I'I 08 LVN� INV- 34.53 - DI
L4 39.5 l I
TOP 30.1 I
N - 4 5 INV. 33.50 L �l
FIELD VE 9 4
LIP
- It �pGK GU� O t I I
F
REMOVE THE EXISTING STORMDRAIN PIPES AND DROP INLETS
LP �' ° 75 �I'Il I AREA AND NEW CONSTRUCTION
WITHIN THE PROPOSED BUILDING EA
® - _ 3.63 AREA AS REQUIRED.', THE CONTRACTOR IS RESPONSIBLE FOR FIELD
INSTALL TEMPORARY/ r 'S� R� I l DETERMINING THE ENACT DEMOLITION LIMITS. SEE SHEET C2.
-� ,. '",; of
SILT FENCE. TOP 38.9z �F REMOVE EXISTING ASPHALT CONCRETE, CURB AND GUTTER AS
413 �.. - CMF 1
INV IN 35.59
i - III OUT 35.57 REQUIRED -THE CONTRACTOR iS RESPONSIBLE FOR FIELD
i c}� � -VETERMINING THE EXACT DEMOLOTION LIMITS. SEE NOTES 2 AND
SAVE EXISTING TREE. INSTALL 0,` i�>� ;:<.:, 7 � �- � 3 SHEET Cl. SEE SHEETS C2 AND C5.
TREE PROTECTION FENCING.
SEE LEGEND. SEE NOTE 1 _ -
�- _. 1
SHEET C1. TYPICAL.. -E L �;r�, . 1 4 3B $
yI 7 3 bo DI
�1 6 tI 1 00 }' ', 2 TOP 39.27 40_� f
t
1 4 ��� 4 0 L�' � � INV OUT 36.17
A, a ►' 39_q ►^
I q11 W
\ 4 1 ? 39.2
WILLiAIvI I-IOWARD
TER
41 ;' 4Q '`- LP FOU IN1� i a
DISTURBED AItA LIMITS., I a REMOVE/ RELOCATE OR REMOVE AND INSTALL A NEW PRECAST
1' /' F .5 39.99 2 r 9 0 39.6 .4 STORMWATER POND OUTLET STRUCTURE. SEE NOTES 2 AND 3
TYPICAL ` �► ` T� 3s a a 3s.s x 38 3 SHEET Cl. SEE SHEETS C2 AND C4.
4' .i
},- 39 3 REMOVE EXIST. q
`P
�. �9' / 9.9
39.3 SIGN
i
<41.0 ..40 c AS, �� �, i 8.9 39.1 39-ti �� 38.8 4 1"
IN .8� n 38.0
IRF �� I INV, v / INSTALL TEMPS 0 A
39.0
gc "' 40.0' ` \ \\ �� 39,4 1CON
54� 38.5 v d C
38.6 AGE PA PAD 3S► . * _ \ / 79 3 S�LT FENCE.
C� o / 39.9 ENT 1 i - - \ S 38 2 �9. 4
F ` ` *3 9 6 ,' -1NV -34. 37,7 8"-939 �
t0 7 \ \ i / 1 EXISTING STORMWATER POND f - INV 37.4*
&. �y3' / j i 1 36.2 % r1 OUTLET STRUCTURE. o 38,6 p4
j ` . 2.5 ` 1 14 X�YJAA R� \143� �1A� � 40.4
fi ` `� \\\ 3 / / / 3 EXkSTING 11 1 +i IL 'INV 36.62 ,2 EOG .5
e_ L g 38.8 f - STORMWATER i -'i' / 0.4
37-9 ` \ ©q 1 3 .5 POND 1 �x 8.8 i , ,%,
i PORTION OF EXISTING POND
37.E ��/r� .�0 /404 INLET
�.., �' �to;�_R; . CaBVL��9v ��37.\A 'AP 7. •��,�
s �0i
GF
I
j
IPE'TO REMAIN. SEE
0 MONXT39 B
swATE8.z
SHEEt
8. 31� FOREBAY
.7 33�0 F .8
40-4 41 9 38.4
-9
0 *4
8
Tt I I 9.7
38.4 - a - 364 ' �°� a0.3 i EXISTING FIRE HYDRANT
\9.9 j 8,5 � .38 3
�4 .
EXISTING 10 WIDE EMERGENCY
REMOVE THE EXISTING STORMDRAIN PIPES AND/OR .� 37p8 '�39., B j: 3B 3�; / . 3B.8.8
/ '6 37 40.2 SPILL kNSllf.k.T 1 fJMrVRMf� 1
PORTIONS OF THE EXISTING STORMDRAIN PIPES AND }}
{ 38 39,5 39 ! / /" / 3�$ / SILT FENCE.
STORMDRAIN MANHOLES WITHIN THE PROPOSED 9.0 &5
BUILDING AREA AND NEW CONSTRUCTION AREA AS l ?
.. ;1
REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR,, _ 39 , 38.9 8.5 `L�
FIELD DETERMINING THE EXACT DEMOLITION LIMITS. � � \ sue►+ �
SEE SHEET C2. �S. 39 0 TOP 3��2 �+► /
�`p l INV oUT�IN 33.OB B,� / k� % % REMOVE/RELOCATE EXISTING LIGHT
413 �39.3 LP 31
s ° as l % 37.2 POLE. COORDINATE WITH OWNER.
o
SEE SITE LIGHTING PLAN.
�v
o� 3�
fib,, �` 3B.4 ry�'I`` INV
Arc �\ 9 �;� ',# ' 34.6 CLOSE AND REMOVE THE EXISTING
DRNEWAY. THE EXISTING 15 CMP
4( / STORMDRAIN SHALL REMAIN.
Jot
"' 3 at,1 7 6 TEMPORARY GRAVELLED
„-.,,.. 3fi.t;'� •_ .i.4 is S,
` 3ft a i.g CONSTRUCTION ENTRANCE.
}'. 1144.75' . ` T
REMOVE EXISTING ASPHALT, CONCRETE, CURB AND GUTTER_ AS
REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR FIELD
DETERMINING THE EXACT DEMOLOTION LIMITS. SEE NOTES 2 AND �F $/ 4N
3 SHEET Cl. SEE SHEETS C2 AND C4. ��Q ` ;4 ; INSTALL TEMPORARY
SILT FENCE.
`\ s �0
1:. IN
V. 35,61`+�
I .
'14l.I
HIP
VEY NOTES: R/W,.MON
THIS PROPERTY IS 71]NED PE ',� 5 `
THIS PROPERTY IS NOT L.[LCATED IN A FLOOD yI INV 34.53 F\ ' � _, ` .SmH
38 7
HAZARD AREA,
\
ALL ELEVATIONS SI�GW ARE BASED ON MSINV
L DATUM I1 �e' �` j ! 84 T 3074
NGVD 1` 29. .\ ip q O 0 j �} INV our 10-s9 �l ,
BUILDING SETBACK1. ARC FRONT 50', SIDE 8' AND r� _ � .\ 39 7
REAR 15' W 39.1 I 13 a ;
SURVEY LEGEND\_ ��\�e�c
IRS IRON PEPAR SET `�7.7 �i38.7 \ `•,399 � ���v RAF �1 � C��
CMF C ❑NC F F T F M❑NUMENT 1`11UND
P/W MIJN FIlJHT -LF -WAY M©NLIMLNT 3�
Fy. � .61
GA LU, ANI.:.H❑R
WM WATLP METER PP
DI DR❑P INLET
FH FIRE HYDRANT
CID CABLE- PEDESTAL 1138.7
BP BRADF❑RD PEAR TREE ! s'
CM CREPE MYRTLE TREE
SDMH STORM DRAIN MANHOLE
S S M H SANITAPY SEWER MANHCILE
zzw
QwL,�""++
.....�
Z
X
O
VJ
�
X
.rww.
Q
m
U)
to
Js
N< W
W�o�Y
A
�
Q
20 cc
Ix
W C Q
$❑W�
0
� O
"'
z �
Q
a
W
Z
OF_W�
�
NOTES:
❑ Z
Q
Z N<
U
1. EXISTING TREES AND EXISTING VEGETATION OUTSIDE THE PERIMETER CURB LINE
TO THE EXTENT POSSIBLE. THE
cWc
O G
AND WITHIN THE STREET YARDS SHALL BE SAVED
J
CONTRACTOR IS RESPONSIBLE FOR MEETING WITH THE APPROPRIATE CITY OF
!! ,,
WILMINGTON REPRESENTATIVE (910-254-0900) ONSITE TO FIELD REVIEW THE
V
EXISTING TREES AND TO FIELD DETERMINE THE CLEARING LIMITS OUTSIDE THE
THE STREET YARDS. THE CONTRACTOR IS
W
O
PERIMETER CURB LINE AND WITHIN
RESPONSIBLE FOR INSTALLING TREE PROTECTION FENCING AROUND THE EXISTING
ANY CONSTRUCTION WORK. THE
z
TREES BEING SAVED PRIOR TO BEGINNING
L
W
CONTRACTOR SHALL SAWCUT ANY PERIMETER TREE ROOTS THAT CONFLICT WITH
f ^
GRADING OPERATIONS. SEE THE LANDSCAPE PLAN FOR ADDITIONAL REQUIREMENTS.
V J O Y
Z
WITHIN THE BUILDING
U
EXISTING TREES WILL BE REMOVED FROM THE SITE AS REQUIRED
Q
Q
PAD, PARKING LOT, ACCESS DRIVES AND WITHIN AREAS WHERE REQUIRED UTILITIES ARE
BEING INSTALLED. SOME TREES WILL BE SAVED IN PROPOSED LANDSCAPED AREAS WHERE
V
GRADING CONSTRAINTS 00 NOT REQUIRE THE REMOVAL OF THE EXISTING TREES AS
- O
SHOWN ON THE SITE PLAN.
=
Z
2. THE DEMOLITION WORK LIMITS SHOWN ARE APPROXIMATE. THE CONTRACTOR IS
V J
RESPONSIBLE FOR FIELD VERIFYING AND FIELD DETERMINING THE EXACT DEMOLITION
O
J
LIMITS. QUESTIONS DURING BIDDING SHALL BE DIRECTED TO THE OWNER'S /
R cr
�Z
DEVELOPER'S GENERAL CONTRACTOR. REMOVE THE EXISTING LANDSCAPE ISLANDS.
W W
SAWCUT AND REMOVE THE EXISTING CONCRETE CURB AND GUTTER, REPAIR AND PATCH
THE AREA WITH NEW ASPHALT PAVEMENT UP TO THE EXISTING ADJACENT ASPHALT
PAVEMENT GRADE. SEE THE PAVEMENT REPAIR DETAIL ON SHEET C5. INSTALL THE NEW
ASPHALT PAVEMENT FOR POSITIVE DRAINAGE. SEE SHEET C2 AND SHEET C4. THE
GENERAL CONTRACTOR, SITE WORK CONTRACTOR AND LANDSCAPE CONTRACTOR SHALL
COORDINATE THE DEMOLITION WORK, REPAIR WORK AND THE REMOVAL, STORAGE AND
REPLACEMENT OF THE EXISTING LANDSCAPING PRIOR TO BEGINNING ANY DEMOLITION OR
W
CONSTRUCTION ACTIVITIES. SEE THE LANDSCAPE PLAN. SEE THE ADDITIONAL DEMOLITION
jp J S
NOTES BELOW.
3. THE DEMOLITION WORK LIMITS SHOWN ARE APPROXIMATE. THE CONTRACTOR IS
Z
RESPONSIBLE FOR FIELD VERIFYING AND FIELD DETERMINING THE EXACT DEMOLITION
3 o
LIMITS. QUESTIONS DURING BIDDING SHALL BE DIRECTED TO THE OWNER'S /
p La`
DEVELOPER'S GENERAL CONTRACTOR. REMOVE THE EXISTING SITE FEATURES WITHIN
ca
o
THE DEMOLITION WORK LIMITS, SAWCUT, REMOVE, REPAIR, PATCH, REPLACE AND
r
ABANDON AS REQUIRED THE EXISTING CONCRETE CURB AND GUTTER, EXISTING
a =
0
CONCRETE, EXISTING ASPHALT PAVEMENT, EXISTING SITE FEATURES AND EXISTING
0 x
O
M
UTILITIES AS REQUIRED WITHIN THE DEMOLITION LIMITS. REPAIR AND PATCH THE _-
W th
AREA WITH NEW ASPHALT PAVEMENT UP TO THE EXISTING ADJACENT ASPHALT: _ --
j
PAVEMENT GRADE. SEE THE PAVEMEMNT REPAIR DETAIL ON SHEET GAS. --INSTALL THE
w
NEW ASPHALT PAVEMENT AND NEW 24" CONCRETE CURB AND"-GUl`TER FOR POSITIVE
DRAINAGE. SEE SHEET C2 AND SHEET C4. THE GEPIERAL-CONTRACTOR, SITE WORK
CONTRACTOR AND LANDSCAPE CONTRACTOR-StiAt.L COORDINATE THE DEMOLITION
WORK, REPAIR WORK AND REMOVAL. STORAGE AND REPLACEMENT OF THE EXISTING
LANDSCAPING PRIOR 170^,BEGIINNING ANY DEMOLITION OR CONSTRUCTION ACTIVITIES.
a
SEE THE LANDSCAPE PLAN. SEE THE ADDITIONAL. DEMOLITION NOTES BELOW.
(c(D6
4. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH FIELD
Q0)N
Lu
LLLJ �,
,�
DEMOLITION CONDITIONS.
I- C) M
N] C
5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE SITE GRADES
PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE ENGINEER FOR DIRECTION
AS REQUIRED DURING CONSTRUCTION.
6. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL DEMC�L't'HED
< 0
�'
`C�,
C?
DEBRI" ASSOCIATED WITH THE PROJECT.
Cn�LLL�
7. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST GENERATED BY THE
WORK, INCLUDING BUT NOT LIMITED TO DEMOLITION AND CONSTRUCTION ACTT IES,
SITE VEHICULAR TRAFFIC AND RELATED OPERATIONS.
8. THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL EXISTING UTILITIES LOCATED
V
PRIOR TO BEGINNING ANY DEMOLITION.
Z
9. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND IDENTIFYING ALL EXISTING
UTILITIES. ANY UTILITIES ENCOUNTERED THAT HAVE NOT BEEN IDENTIFIED NEED TO
«,
od
BE BROUGHT TO THE ATTENTION OF THE OWNER.
(n
10. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF DISCONNECTING
W
AND ABANDONING ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND
AUTHORITIES UNLESS OTHERWISE NOTED. ALL EXISTING UTILITIES AND ASSOCIATED
W
PIPING, ETC. NOT IN USE ON THE SITE SHALL BE PROPERLY ABANDONED AND
Z
REMOVED AS REQUIRED. COORDINATE WITH THE OWNER.
-'--
0
11. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ANY EXISTING
Z
(D
UTILITIES THAT REMAIN IN SERVICE OR ARE WITHIN THE PUBLIC RIGHT OF WAY
DURING DEMOLITION,
Lt1
Lm
12. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REMOVAL OR
z
RELOCATION OF ANY EXISTING UTILITY POLES / GUY LINES AND LIGHT POLES WITH
z
THE OWNER AND THE APPLICABLE UTILITY COMPANY AS REQUIRED.
13. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL PLAN AND
DEVICES DURING CONSTRUCTION WORK IN ACCORDANCE WITH THE MUTCD, NCDOT AND
-I
CITY OF WILMINGTON STANDARDS.
Z)
14. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS AND
SLOPES ON AND OFF SITE IN ACCORDANCE WITH THE EROSION CONTROL MEASURES
Z
SPECIFIED ON THE PLANS AND IN THE SPECIFICATIONS. IN ADDITION TO THE EROSION
O
CONTROL MEASURES SPECIFIED, THE CONTRACTOR SHALL INSTALL EROSION CONTROL
BLANKETS /TURF REINFORCEMENT MATS IN ACCORDANCE WITH THE MANUFACTURES
V
RECOMMENDATION AS REQUIRED WHERE NORMAL SEED / SOD STABILIZATION IS
UNSUCCESSFUL. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE
WHO IS RESPONSIBLE FOR PROVIDING THE PERMANENT STABILIZATION MEASURES AND THE
�I
TYPE OF PERMANENT MEASURES PRIOR TO BEGINNING DEMOLITION AND CONSTRUCTION.
THE PERMANENT STABILIZATION MEASURES SHALL BE IN PLACE AND ACCEPTABLET 0 THE
OWNERS REPRESENTATIVE AND ENGINEER PRIOR TO PROJECT CLOSEOUT. COORDINATE
INSPECTION WITH THE OWNER AND ENGINEER PRIOR TO PROJECT CLOSEOUT.
RECEIVED
II
it
O ;xQ
LEG `
- - �-
PROPERTY LINE
- - - •*�-
DISTURBED AREA LIMITS/CONSTRUCTION LIMITS
EXISTING SPOT ELEVATION
- - - - --
EXISTING CONTOUR
REMOVE EXISTING ASPHALT, CONCRETE, CURB AND
GUTTER AND EXISTING SITE FEATURES AS REQUIRED.
SEE NOTE 2 AND 3 SHEET Cl. SEE SHEETS C2 AND C4.
'
TEMPORARY SILT FENCE
r�
SAVE EXISTING TREE. INSTALL TREE PROTECTION FENCING
SEE NOTE 1 SHEET Cl.
`'"CHO
REMOVE EXISTING TREE. SEE NOTE 1 SHEET Cl.
8
EROSION CONTROL INLET PROTECT��i Flru2u GVE IIIIC)
PROPOSED DROP %TAL
PROTECTION PRIOR TO BEGINNINGI•AW. DEM , N
CONSTRUCTION ACTMTIES. L> _" , , Et"1 ('lAUI; r
cl ,c,a�
A"F
04024
DES. JAK III
CKD. JPN
DRWW NKS
DAn: 3-27-04
N A
t„ Pttr1,;14
SCALE: 1 34 �d a31�
C1
D 30 60 90
4

z
fI '
�a
v r
F� s I1 i
q-< A
T
MP�KL 0 II
tit
PROPOSED 36' RIGHT IN/RIGHT OUT DRIVEWAY. SAWCUT. REWIOVE, REPAIR AND
.0 PATCH THE DUSTING CONCRETE CURB AND GUTTER AND THE EXISTING I %ASPHALT
C3 fq�T d PAVEMENT AS RMARED TO CONSTRUCT THE NEW DRIVEWAY AND, NEW TURNLANE.
v THE CON'TRAI= SHALL FIELD VERIFY THE EXISTING GRADES'ORIOR TO BEINNING
CONSTRUCTION. PROP T4 r CUR9 ALONG THE FRONT OF THE EXtRNG DROP INL47, PROVIDE A CONCRETE
FLIJMt FROM GUTTER TO THE DROP �THEMHE�� IM OF THE
3r tKIS M DROP 1F� REQUIRM. THE IDRSHALaD VERIFY THE EXISTING GRADES
qy PRIOR TO THE CONSTRUCTION. CONTACT THE FOR FIELD REMEW AND DRM11ON IF A
CONFLICT EXISTS. DEWALX
INSTALL FOR POSITIVE DRAINAGE.
R NEW 'ISo RCP SD-
_� � RB INv. IN•33.166 - --
IS ZONE �. � i WITH INLET
VICINITY MAP NTS �,r�E r_- .� POSff?-DMNAGE
NCDOT 5' CONCRETE MONOLITHIC ISLAND. NCDOT ,. rI 'TOP
ROADWAY STANDARDS NO. 852.01 REVISION B. INSTALL OWNER :5 a a TOP 90
FOR POSITIVE DRAINAGE. J & J PORTER n" ;. NV�35:1110'
PROPERTIES, LEC � � � - '� �t.J r �_
CONSTRUCT A NEW NCDOT CATCH BASIN OVER THE TOP OF THE
EXISTING T2' RCP SD PIPE. NCDOT ROADWAY STANDARDS N0. �. 1 NEW CATCH BASIN WRH INLET •n
840.01 REV. E OR 840.02 REV. B AND 840.03. / ' ; I PROTECTION. FIELD LOCATE FOR l 4
TOP CURB-41.201 FIELD VERIFY \ �� POSITIVE DRAINAGE:
TOP GRATE-o.70t FIELD VERIFY TOP CURB-%M.50
INV.-FIELD VERIFY AND DETERMINE ���o TOP GRATE-M.00
O IM1--35.41
SAWCUT. RDXNF-. REPAIR AND PATCH THE EXISTING 1 Y \ woo 1
CONCRETE CURB AND GURER AND EXLSITNG ASPHALT 5 l
PAVEMENT AS REQUIRED TO CONSTRUCT THE NEW TURN MA``R = � � % � � /, � 0 ' ' NEW SDMH
LANE THE CONTRACTOR SHALL FIELD VERIFY THE RB 1� _-1 ` _ / i ��a�� N �g2� 0 C� II TOP TO GRADE
EXISTING GRADES PRIOR TO BEGINNING CONSTRUCTION. H •+�3}.( i a
NEW 5' CONCRETE `I Ap 6 ��t� I 0�50
INSTALL FOR POSITIVE DRAINAGEFO
$ : Cw 4 �,, ri j ,jI "Al i11111 LING �
.� 15�Fl"�
E.R1FY-' I c
SAVE EXISTING TREE. INSTALL �p O tk L� _ - '
I1 dpt] ��{� -\,{ �(�-�' _ �' 42 Q 'r 0. � A CHo,N-L,NI, FENCE `
TREE PROTECTION FENCING. 1 � Pt �- _ � ��,CiC ' F � z ; � •� 9.80 1 � NEW DROP INLET WITH IN
SEE LEGEND. SEE NOTE 1 _ _ ,y g - _ 41 \ , 0 THAT Has Ea E
SHEET C1. TYPK',AL. N Ott �+ uNE • �F �� Zo �ti � _ - al 1`; 39 s 9 3 `'r 9.5 1 1 1 POSITIVE DRAINAGE
LOCATE FOR
" `-t1 - � -` _~ TOP 39.b
�I -__ _- �� �O �� F�FyO a __ £ �1 4 t5 V, 33.s 0 7iCP SD O .31 TOP-M.00t
_ 1 "RC 3 . NV�36.34
l - l-Q `.•'''���Ir ` , 40.0 IGNp r 4 9 6 TPH39.74 9.3 t ,. 1 I
42.7 Owl.. F1� �� 4 ' L O / III IN 33.65 .$D , Q. •�• ,;` ` s- l
80 39. 3 97 •,�.tV OUT 3..53 P , .0 40.00 1
' NE1M CATCH BASIN WITH IN
l �� F '�2 LH UR�✓i 39 3 0 �g ` \ PROTECTION. FIELD LOCATE
i I 42 -- 1 �' i .50 J 39,6 2 3' �,5 39.� 3 1 �` POSITIVE DRAINAGE.
fE� 7 z 3 CURB-39.10*
41-3 Tr- - - -- CMF a.� s- 1 rp �o E P 4 .0 40.50 39.50 � 39-u 91 �1 38 7 TOP GRATE ' .Opt -
a �, 4 0 40. 39.z 4 o m
IV�•34.87
14"F. �, 977 9.0 9. -+ 1 �r-
h1 59�1 39.9 39.3 4 40.00 39 9 0 1 4.
i h _ 0-) \
4� o r 40.4 p i,'S)1 39.9 39,3 39. 3 �3 " <<,-, e.38.
'': 1
393.8 3 9. 3 .8 rSO 1 rf s$.g� RB
a- a ;. - A %! Ter g 40.0� 9.3 i Q�' 4 1 x w
,._t %/ 41%2 39 I EP�r;I,F , - 40.50 IV
39.2 "� 1 9.8 40. �8 ZONE
r /' 1
III 1 1' M HOLE 9.5 / ✓f39 60 �� 138.9 �
7 � - � vy39-1 L' o -i 3�.1.� OWNER
`40.2 J _____.,v 4 \A'4 9.0 1' v
tA�,�
� wlwAvR. HOWARo
IA 38" t a0.r ! o
411 3,4
N
,1t.4 3P.-4 ! 39f65 '� 39.2 39.0 1 39.2-
O WLLIAM Hi_;WARD
�� Q` 40 1 3s.70 PROPOSED 0 1
41.5 �..
\, P i i 3 . a - 12' X 12' CON CIiETE OUMPSTI:RR PAD
i
4, 4 s I ,}J I 39 l 5 w
~� BUILDING 40.00 x " WITH AN IV OPAIQUE WREEN ENCLOSURE. COORDMTE WITH OWNER.
DISTURBED �A FA L1MIT5, 4a.5o 3sso /f 39 9 3e. $o P 00+ -4 .
TYPICAL N, 9 39.44 9.3 39 E (} _ 1 84
6 39.2 39 0 39.6
0� ; J.3�a- :"'S4 _i9- I 8.9 FIE I'FY 4+.0o O 3
= 38.3
IR 3e �'� % �-9 3a. n 40.00 12' SCH 40 �z 39.30 �4!01 T V PRWAST �D�i1111.
1 9.8 8.8 SiRUCT1lIRE
_ 39.I3O ROOF DRAIN O 40.0 � r 1 3 SHEET CPR.
r S. 0.50 3 a. s 9.3 n 1.00E WAN GRADE. �+ Fv 15 RCP Sp ANY. OU -34�50 I
,p 39.60 SEE PWM KING / 3'�.80 z 38 o LINE OUTLET STRUCTURE SIDES. FRONT
a0`o \ 39.70 2 PLANS' / ;s.3 1 al i �ApNID�VFIEAR WITH 1' tHM NCDOT
CLASS
'k 3 ,I, IRF 9.1 •\ .7 e J 5 39.a �- �Y `, 1 EROSION CONTROL'S"� W ON MNARIFI 800D( '^ F -
r \ is� 1 FILTER F OR ETXTAL. -
0 38.s NEIiII'� ' A � � iIDP OF BANK F'lEVATION*�38.OD
NEW DROP INLET WITH INLET ` �pZ39.70 TOP T'0 GRADE - I'°�� GV' _ _ 3Pjs ,� 7 A9 4
3 b a _ I CITY STORAGE EL EYATIQN-37.40
41,E a., _ s(i x a �3yr s' STATE STORAGE EtEVAMN--36.60
~+ Ny 37.
PO�.�iTiVE DRAINAGE LOCATE FOR , 9.2 3 39TaE]D VERIFY j t 4. } � NORMAL POOL ELEVATXNN 34.50
a
( ` �..I. - .DD _ • Q - ''�i �'li ! '"-, ya
MP-M.50 9 - ) t� I z _ .. BOTTOM ELEVATION 27.00
INII/=35.fJ0 �O g 2 40.00 ' 1 I I r:..F sz � -� NEW 10' X 10' X V ENERGY
NEW SDMF! O _ t T a DISSIPAIOR. NCDOT CLASS $
15 Q 3a. TOP TO GRADE J 'ON. L I I 3 �ti. EROSION CONTROL STONE ON
00 8.8 3 - 39.7 lNV�34.50 "� �R' ^,° l a , a.o 4' ° W1AR1FI 600X FILTER FABRIC
NEW 5' CONCRETE SIDEWALK. � �, 5 9s 3a.t , / � 40.4
INSTALL FOR POSITIVE DRAINAGE 38-- 40.00�J// r y h W MON �- a��_,t ao OR APPROV® EQUAL.
�. °ao 3: r I:� ya a I, REGRADE AND LNE THE
7
NEW DROP INLET WITH INLET >>. . i 39.701 4, F g,c, r EXISTING EMERGENCY
PROTECTION FIELD LOCATE FOR " �A *•k r O 9.2 _ _ � .ti - SPILLWAY. SEE DETAE
POSITIVE DRAINAGE./' 7S� O 37 SHEET 06.
NVwL35O4 �90y cAS , 9.5 '" EXISTING FIRE HYDRANT
O s
9.
0 1 f,.,;_ I i=livt,. i„• wII,F TV! NCY
ILA Wf 'SEE DE7All Yll' T CF:
180
CL 52 DIP STORMDRAIN 4 t
PIPE UNDER BUILDING O 0.50%.
SEE STRUCTURAL PLANS.'
PLANS. _7L � 50)
' REGRADE AND RESTORE TW EXISTING STORMWATTR
O TO ELEVATION
9 5 4r] z t 3 POND DEPTH ELEVATION 27.OD AS SHOWN. WITH
` /' 9.2 `' A MAXIMUM 2:1 SLOPE.
R \ x REGRADE AND RE -EST
39. ABLISH THE EXISTING STORMWATER
POND FdRES+IY TID ELEVATION 31.50 AS SHOWN WffH A
4 9 1 F V MAXIMUM 2:1 SLOPE LINE THE BERM WITH 2W X 10' X V
4/ 7.. NCDOT CLASS B EROSION CONTROL STONE ON MAW 60OX
�i 3r MTER FABRIC OR ►wPRovEu Er1AL. OWNER
40.3 1 r IU �O� LP
�.._� `38 38.90 �� I, Marl' I RB CHRISTOPHER R. AND
qQ 8.4 3. % i EXISTMG 15 RCP ZONE STEPHANY WILSON
13$.Sd r� / i
RB POND INLET PIPE
4 p
ZONE \� iao.t� \� �T� ` 3� /1113 at ' / '/ 77.6
II •.A �� A %`'" �59.5. / /
\ / �JOL
40 t \\\\ 36. 37.9\ 6 389
9
1. 40� /,z i/ TEMPORARY GRAVELLED
TELEPHONE /
MAINTAIN A MINIMUM 1OVERTTCALvSEPARATION 0.0 ,�vt v MANHOLE rv� �/ 71� / � 39.COOI TRUCTION E?1TRANICE.
BETWEEN THE PROPOSED SANITARY SEIMER Q \Fo�
LINE AND THE PROPOSED S PPE. ��A \ 371 �a.2 / / / /3¢ 3 /
CONTACT THE ENGINEER FOR DIRBC'TON IF Aa. 3 7,NEW DROP INLET WITH INLET
V INTERFERENCE EKISTM SEE NOTE 8 SHEET °' S /
P V E Y N ❑TES `SG• 02 3s-s PROTECTION. FIELD LOCATE FOR
Lf, 39 /�
THIS
P P ❑PEPTY f S :❑ f J E D F P �Q \\\3e 7 TP i y A 9 POSITIVE DRAINM�I
TURN LANE NOTES: `` !y "��A \ \ \�� v PPS ,C��'�9" / TOP-37.70
THIS PP❑PEPTY IS fJ❑I I_❑I ATFD IN A FL.❑❑D �ja \ant �.... ` 37� "uV E` �7f3
I4ZAF°L1 aP.EA. i. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL T'RC/ \ 39 6 f rE/ " a , 39.5
ALL ELEVATI❑NS SH❑'W APE BALED ❑N M S L DA I I M N / F
-IVD ?C 9 PLAN AND DEVICES DURING CONSTRUCTION WORK IN ACCORDANCE WITH THE ` u °cF \` `\�5 6t // s 3s
MUTCD, NCDOT, AND CITY OF WILMINGTON STANDARDS. THE CONTRACTOR IS NLllll 5 51DEWAL,K. � 3 e
a BI.JILDINi- ET3ACK APE F P❑NT 50', IDE 8' Af.}E *WALL FOR POSITNE DfZ11INAINTE.9� ` - =
RESPONSIBLE FOR COMPLYING WITH ALL NCDOT PERMIT CONDITIONS AND w s� s \ j R[uION
REAP I5 APPROVALS. COORDINATE WITH THE OWNER PRIOR TO BEGINNING CONSTRUCTION. �,Nv 34.53 / y \ \, 33 s J 37 3�. ` 39.7
2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE EXISTING CONCRETE �� F ? r`'MIH 1
TOP 38.43
CURB AND GUTTER, EXISTING ASPHALT PAVEMENT AND EXISTING DRIVEWAYS 1� 4,F I I ro 36 a INV IN 30.74
WITHIN THE TURN LANE CONSTRUCTION LIMITS ON US HIGHWAY 17 / MARKET I \ `� ,� T' INv OUT 30.69 19..
`1IJPVEY LEAP,-1D STREET.
[R[P❑N RE.IAf? SET �Y 39.t 8.4
CME F'IPAl_:PE I [" MCINUMENT F❑UND 3. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE EXISTING GRADES 1 1 \ 38.4
P/W M❑N PirIIT 17F WAY M❑Ni_IME_NT ALONG US HIGHWAY 17 / MARKET STREET PRIOR TO BEGINNING CONSTRUCTION
PF PIJWEP PULE OF THE TURN LANE. SEE TURN LANE DETAIL SHEET C5. MATCH EXISTING PAVEMENT
GA Gi_I1` ANCH❑R GRADES.
WM WATEP' MUTER 3913
4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING 2'-6" 30" NCDOT
DI DP❑F' IfJLET / 38.7 \C \ �i
FH FIPE H'r IJRANT CONCRETE CURB AND GLITTER WITHIN THE NCDOT RIGHT OF WAY TO THE SITE 37 7 G� 39.9 `� / �F 4f �tiE
\ . 1 _
CF i=;ABLE. f'L DECTAL PROPERTY LINE. TRANSITION THE CONCRETE CURB AND GUTTER WITHIN THE 3 3
SITE TO 2' / 24" CONCRETE CURB AND GUTTER SEE DETAILS ON SHEET 41
NOTES:
m
J W
1. EXISTING TREES AND EXISTING VEGETATION OUTSIDE THE PERIMETER CURB
O W
LINE AND WITHIN THE STREET YARDS SHALL BE SAVED TO THE EXTENT
FOR MEETING WITH THE
POSSIBLE. THE CONTRACTOR IS RESPONSIBLE
APPROPRIATE CITY OF WILMINGTON REPRESENTATIVE (910-254-0900) ONSIE
¢ �•
TO FIELD REVIEW THE EXISTING TREES AND TO FIELD DETERMINE THE CLEARING
z
N
r n
LIMITS OUTSIDE THE PERIMETER CURB LINE AND WITHIN THE STREET YARDS, THE
O
LJ
CONTRACTOR IS RESPONSIBLE FOR INSTALUNG TREE PROTECTION FENCING
a
Y
AROUND THE EXISTING TREES BEING SAVED PRIOR TO BEGINNING ANY
SAWCUT ANY PERIMETER TREE
CL
U
AdW
CONSTRUCTION WORK. THE CONTRACTOR SHALL
O
ROOTS THAT CONFLICT WITH GRADING OPERATIONS. SEE THE LANDSCAPE PLAN
�
O
�••� Y
FOR ADDITIONAL REQUIREMENTS.
cz
Z
EXISTING TREES WILL BE REMOVED FROM THE SITE AS REQUIRED WITHIN THE
DRIVES AND WITHIN AREAS WHERE
c�
z
a
W
BUILDING PAD, PARKING LOT. ACCESS
REQUIRED UTILITIES ARE BEING INSTALLED, SOME TREES WILL BE SAVED IN
DO REQUIRE
g
CC
C
PROPOSED LANDSCAPED AREAS WHERE GRADING CONSTRAINTS NOT
0
THE REMOVAL OF THE EXISTING TREES AS SHOWN ON THE SITE PLAN.
2. THE CONTRACTOR AND THE CONTRACTORS SURVEYOR ARE RESPONSIBLE
®
��/�� Q
W
FOR FIELD ENGINEERING AND FIELD DETERMINING THE EXACT GRADES ON THE
V J r
�J
NEW ASPHALT PAVEMENT, NEW CONCRETE, NEW 24" CONCRETE CURB AND
0
GUTTER AND NEW DROP INLETS OR CATCH BASINS. THE NEW ASPHALT
z
PAVEMENT SHALL BE INSTALLED AT A 1.0% MINIMUM GRADE AND SHALL BE
m
rY~ i
L,1�
GRADED TO DRAIN TO THE EXISTING DROP INLETS / CATCH BASINS AND
CONCRETE CURB AND GUTTER SHALL
W
PROPOSED CATCH BASINS. THE NEW 24•
< 0
O
BE INSTALLED FOR POSITIVE DRAINAGE. CONTACT THE ENGINEER FOR DIRECTION
REQUIRED. QUESTIONS DURING BIDDING SHALL BE
T
DURING CONSTRUCTION AS
DIRECTED TO THE OWNERS GENERAL CONTRACTOR.
W
3. NO KNOWN WETLANDS EXIST WITHIN THE PROJECT LIMITS.
� 1� = W
�„J
/ 1
V
4. ROOF DRAINAGE FROM THE PROPOSED BUILDING SHALL BE DIRECTED TO
THE EXISTING AND PROPOSED DRAINAGE SYSTEM. SEE ARCHITECTURAL PLANS
¢ W
2
AND PLUMBING PLANS FOR EXACT ROOF DRAIN DOWN SPOUT LOCATIONS.
z O
5. REFER TO PLUMBING PLANS FOR THE EXACT SIZE AND LOCATION OF
THE WATER SERVICE, FIRE LINE SERVICE, BACKFLOW PREVENTER, AND THE
Q a:I=
r�r
A MIN. 10' HORIZONTAL SEPARATION
SANITARY SEWER SERVICE. MAINTAIN
OR 18" VERTICAL SEPARATION BETWEEN THE DOMESTIC WATER SERVICES
SHALL BE INSTALLED IN
Z
AND SANITARY SEWER SERVICES. ALL SERVICES
ACCORDANCE WITH THE CITY OF WILMINGTON STANDARDS. THE CONTRACOT
Q W
IS RESPONSIBLE FOR FIELD VERIFYING THAT ADEQUATED FALL IS AVAILABLE
Y
z
FROM THE BUILDING TO THE EXISTING SANITARY SEWER MANHOLE PRIOR TO
BEGINNING ANY DEMOLITION OR CONSTRUCTION
Cc
0
6. THE CONTRACTOR IS REP ONSIBLE FOR FIELD VERIFYING THE SITE GRADES
O Q
PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE ENGINEER FOR
CONSTRUCTION.
Z C
C
,R
v
DIRECTION AS REQUIRED DURING
7. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL
(�
Q "' �
z
PLAN AND DEVICES DURING CONSTRUCTION WORK IN ACCORDANCE WITH THE
< Q
C
MUTCD, NCDOT AND CITY OF WILMINGTON STANDARDS.
L
C
J
8. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM
Z O
SURVEY BY MCKIM AND CREED AND PROVIDED AND PROVIDED BY OWNER.
V Q z
9. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED
AREAS AND SLOPES ON AND OFF SITE IN ACCORDANCE WITH THE EROSION
CONTROL MEASURES SPECIFIED ON THE PLANS AND IN THE SPECIFICATIONS.
IN ADDITION TO THE EROSION CONTROL MEASURES SPECIFIED, THE CONTRACTOR
SHALL INSTALL EROSION CONTROL BLANKETS /TURF REINFORCEMENT MATS IN
ACCORDANCE WITH THE MANUFACTURES RECOMMENDATION AS REQUIRED
ae
WHERE NORMAL SEED / SOD STABILIZATION IS UNSUCCESSFUL. THE
W W
CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHO IS
RESPONSIBLE FOR PROVIDING THE PERMANENT STABILIZATION MEASURES AND
w =1
THE TYPE OF PERMANENT MEASURES PRIOR TO BEGINNING DEMOLITION AND
CONSTRUCTION. THE PERMANENT STABILIZATION MEASURES SHALL BE IN
Z Z
PLACE AND ACCEPTABLE TO THE OWNERS REPRESENTATIVE AND ENGINEER
Lu
PRIOR TO PROJECT CLOSEOUT. COORDINATE INSPECTION WITH THE OWNER
3 s
AND ENGINEER PRIOR TO PROJECT CLOSEOUT.
0 �.
10. THE CONTRACTOR SHALL DESIGNATE A TEMPORARY SOIL STOCKPILE AREA
. 3 = c N
ON SITE. THE SIDE SLOPES ON THE TEMPORARY SOIL STOCKPILE SHALL
a z
I
NOT EXCEED A 3A SLOPE. THE SITEWORK CONTRACTOR IS RESPONSIBLE
SOIL STOCKPILE SHALL ALSO BE SURROUNDED BY
v
m
FOR STABILIZATION. THE
o 0 L
SILT FENCE.
W N z
M
11, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ANY
= Z i0
LaJ
o+
CRACKED OR DAMAGED SIDEWALK PANELS AND CURB AND GUTTER
O o t
o m CL cV U
a,
ADJACENT TO OR ON THE SITE. THIS INCLUDES ANY EXISTING DAMAGED
WALKS OR WALKS OR CURBS DAMAGED DURING CONSTRUCTION.
12. PROPOSED SIDEWALKS ABUTTING PARKING AREAS AND DRIVE AREAS
SHALL. BE TURN DOWN IN ACCORDANCE WITH THE DETAIL ON SHEET C5.
13. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REMOVAL OR
U-)
o
RELOCATION OF ANY EXISTING UTILITY POLES / GUY LINES AND LIGHT POLES WITH
_
co
Lo ni
THE OWNER AND THE APPLICABLE UTILITY COMPANY AS REQL�IRLDJ.--
t~ °'
I
14. THIS SITE WAS PREVIOUSLY APPROVED UNDE'A STATE STORMWATER PERMIT
Ld
NO. SW8 960315.
CITY OF W[LMINGTON STANDARD NOTES
U) Y o 0)
0),o
1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING ANY
Q 0
0
DIGGING AT 1-800-632-4949.
z z
3
2. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE
0 -
m �:: CL
Q 3
Lz
PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR
GROVES OF TREES AND NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR
VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING;
3. ALL PAVEMENT MARKINGS 1N PUBLIC RIGHTS--OF-WAY AND FOR DRIVEWAYS
•
ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS.
V
z
4. ONCE STREETS ARE OPEN TO TRAFFIC, THE DEVELOPER OF SHIPYARD
COMMONS BUSINESS PARK SHALL CONTACT TRAFFIC ENGINEERING (RICHIE
BROWN) TO REQUEST INSTALLATION OF TRAFFIC AND STREET NAME SIGNS.
PROPOSED STREET NAMES MUST BE APPROVED PRIOR TO INSTALLATION OF
STREET NAME SIGNS.
V)
5. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS)
w
IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON
LLJ
UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
z
6. CONTACT TOM PLATT WITH TRAFFIC ENGINEERING AT 341-7888 TO
ENSURE THAT ALL TRAFFIC SIGNAL FACILITIES AND EQUIPMENT ARE SHOWN
0
ON THE PLAN. ADD A NOTE TO CALL TRAFFIC ENGINEERING AT 341-7888
Z
FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT OF WAY.
Ljj
7. ANY BROKEN OR MISSING SIDEWALK PANELS WILL BE REPLACED.
8. CONTACT KAREN DIXON AT 341-7888 TO DISCUSS STREET LIGHTING
0
OPTIONS.
z
9. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION
F--
CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL
J
REQUIREMENTS ARE MET AND THE STATE HAS GIVEN THEIR FINAL APPROVAL.
CALL 343-3910 FOR INFORMATION.
10. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL
Z
APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED
PRESSURE ZONE (RPZ) 13ACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S
0
SIDE OF THE WATER METER BOX.
0
11. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH
THE CITY'S CROSS CONNECTION CONTROL REGULATIONS. CALL 343-3910
I
I
j
FOR INFORMATION.
I I
I
12. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CITY WILL NEED
TO BE ON THE LIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE.
1
LEGEND
�-� �•» -
PROPERTY LINE
- - - -�
DISTURBED AREA LIMITS/CONSTRUCTION LIMITS
EXISTING SPOT ELEVATION
EXISTING CONTOUR
ao
PROPOSED CONTOUR
$ 8
PROPOSED FINISH GRADE SPOT ELEVATION. SEE NOTE 2 SHEET C2.
PROPOSED TOP OF CURB, TOP OF WALK SPOT ELEVATION.
39 30
SEE NOTE 2 SHEET C2.
108 4g
EXISTING FINISH GRADE SPOT ELEVATION.
SEE NOTE 2 SHEET C2.
EXISTING TOP OF CURB, TOP OF WALK SPOT ELEVATION.
SEE NOTE 2 SHEET C2.
NEW 24' CONCRETE CURB k GUTTER. INSTALL FOR
POSITIVE DRAINAGE. SEE NOTE 2 SHEET C2.
NEW STORMDRAIN PIPE
i••�••-•�•• ••�..-••
DRAINAGE FLOW BREAKLINE
-��
DRAINAGE FLOW DIRECTION ARROW
TEMPORARY SILT FENCE
EROSION CONTROL INLET PROTECTION AROUND EXISTING AND PROPOSED DROP
®
INLETS/CATCH BASINS. INSTALL INLET PROTECTION PRIOR TO BEGINNING ANY
DEMOLITION OR CONSTRUCTION ACTIVITIES.
SAVE EXISTING TREE. INSTALL TREE PROTECTION FENCING
SEE NOTE i SHEET C1.
RP
BPADEQPU PEAR TFEC
`4'tPTLE
C5.
399
39.
Ci4
LPEPE TREF-
_
��
sDMI-I
CTUPM DFAIN M:ANHDLF
�.
S`M�4
Af,ITia `r 1 WEP MANHIILF
5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING
PP
`� 11
NCDOT FOR THE REQUIRED INSPECTIONS ON WORK WITHIN THE NCDOT
, ����Fv�S'.
43.1 ,
RIGHT-OF-WAY.
'38.7
�1
i, Ir
SCALE: 1 of = 30'
0 30 60 90
DES. JAK III
CKD: JPN
ARM: NKS
DATE: 5-27,-04
C2
- T - - r - _- - -•I
r

,
i gio
r
.pZ ri
v r
s
1 A
MPRKE-� S a
T'1
1-3
RB
w = ZONE
RPGA OWNER
,.r�l
P 41 1
J do J PORTER � � ..� � x � _� r �
VICINITY MAP PROPERTIES, LLC -VA,. _ �E �_— " yI'. 611T 3.97
I
NTS - SSE ti.c6 I - Ipc
I0-00
O
T
� 5SMH
TOP 40.33 � cj"I�I LP
INV OUT 34-82RB rbo.-
�- L
.-
ZONE 40
LP ��j. LP
IRS DOMESTIC WATER SERVICE%
SEE PLUMBING PLANS.
CHAIN -LINK FENCE
`N� `x THAT HAS FALLEN
O
wL 0000
= W �\ •2y y1' SIGN
w �r1i 66 LP
LP�uR3
s CMF GA o�E
dx 1
LP v I
P
-; LEPHI )hJE
Q
hhArIHOLE lF! �� `l
e\l m
�2
�I
-- PROPOSED
DISTURBED AREA LIMITS, 1 BUILDING
CAL
,I / FFE=40.00± 0 ssco !l
FIE I FY ssco
li t
iR
'L c� I ti
t I
` AS, s
IRF' DOMESTIC WATER SERVICE.- X Y
EE PLUMBING PLANS.
�
/
-wow
mow_
IPVEY N❑TES:
13 THIS PR❑PERTY IS ZDNED F-B
THIS PROPERTY IS NOT LITI-ATED IN A FLOOD
HAZARD AREA.
? ALL ELFVATI❑NS SHI7W APE_ BASED ON MSL TIATUM
NG V D 1929,
BUILDING SETBACKS ARE FP©NT 50', SIDE 8' AhD
FEAR I5'
SURVEY LEGUID
IRS
IF❑I.1 PFFAR SET
CMF
CF]N� F'F Ti MONUMENT F171UNT1
P./W M❑N
RI101-f_11' -WAY M❑NU14E_117
PP
P❑WCP F'❑LE
GA
GUY API-H[IR
WM
WH1..TLP
DI
DFLIP ihT'_F T
FH
FIF?F H r DPANT
_P
1_� I I DESTAL
BP
PFADF`1�"I'i PEAR TREE
CIA
PLFL Mi PTLE TREE
SDP^H
_ "f7el•; DPF AIN MANHOLE
«MH
r SEWER MANH[ILF
OI
NTERCEPTORa SEE
LUMBING PLANS. RB
ZONE
OWNER
IWILUAMI R. HOWARD
'A11I_ I_I A ll H=..-)WARD
6" CL 51 DIP FIRE
SPRINKLER WATERLINE.
6" GATE VALVE ON THE PROPERTY
LINE/RIGHT OF WAY LINE.
i
8" X 6" TAPPING SLEEVE AND 6" VALVE
FOR THE 6" CL 51 DIP FIRE SPRINKLER
WATERUNE`,IN ACCORDANCE WITH THE•,;.CITY
OF WILMINGTON STANDARDS. SSE NOTE 2
SHEE'T`� C3. 1�
` rt
r
W M V, 1 -'
i4
ssco
0
u .. cABLE 1000 GALLON GREASE
P"s' SSC �9 - . EXISTING FIRE HYDRANT
7NTEI7CEPTOR. SEE o ;;
PLumBING',PukNS. \ N -QQMESTIC WATER BACKFLOW
/ s ss o =' ENCLOSURE ONAA CONCRETE PAD
GLASS
/ �'cb \ �IN ACCORDANCE WITH THE CITY
OF WILMINGTON STANDARDS. SEE
CONNECT NEW 6" SCH 40 PVC SANITARY
SEWER SERVICE TO EXISTING SSMH
NEW INV. IN=FIELD VERIFY AND FIELD D NEB
SEE NOTE 2 SHEET C3.
RB
\ TOP 3 2 s
INV IN {dNLINE) 33.
INV OUT 31-74
46
p C,\
ZONE \ �. LP\\
%
O \\ TELEPHONE
y1. DOME�l SERVICE rCti \� MANHOLE ,
w SEE PLUMBING P Fo ` M / LANS. \
z/ /
O
TP
NOT 2 SHEET C3.
2" DOMESTIC WATER METER IN
ACCORDANCE WITH THE CITY OF
\ I SHEET 3IEST STANDARDS. SEE NOTE
2Ole 2" GATE VALVE OWNER
RB CHRISTOPHER R. AND
\ ZONE STEPHANY WILSON
X 2" TAPPING SLEEVE AND 2" GATE VALVE
° FOR THE 2" DOMESTIC WATER SERVICE IN
ACCORDANCE WITH THE CITY OF WILMINGTON
STANDARDS. SEE NOTE 2 SHEET C3.
K
�' R1M1R\vI ON
iv \
�v
W
4
I
ti.
TOP 38 •13
111V IN .',1 .34
]r.IV OiJT 306' �
CID
w
Z Y
O in
F- y
(L
cr
U �
U1 0 j
W O
Z
� a
04
w
C3
NEW HANOVER COUNTY STANDARD NOTES:
1. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER
GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS.
2. WELLS IN CONFLICT ARE TO BE RELOCATED.
3. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT RIGHT
OF WAY LINE. SERVICES IN CUL-DE-SAC ARE REQUIRED TO BE
PERPENDICULAR, OR MUST ORIGINATE IN MANHOLE AND TERMINATE AT RIGHT
OF WAY LINE.
4. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED
OF CLASS 50, D.I.P. 401 PROTECTO CERAMIC LINED.
5. SANITARY SEWERS MUST MAINTAIN A MINIMUM SEPARATION FROM WAFER
LINES OF 10 FEET LATERALI.Y OR 18 INCHES VERTICALLY (WATER OVER
SEWER). IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND
VERTICAL SEPARATION AS OCSCRIBED ABOVE OR ANYTIME THE SEWER IS
OVER THE WATER MAIN, BOTH THE WATER MAIN AND SEWER MUST BE
CONSTRUCTED OF FERROUS PIPE COMPLYING WITH PUBLIC WATER SUPPLY.
DESIGN STANDARDS AND B7 PRESSURE TESTED TO 150 PSI TO ASSURE
WATERTIGHTNESS BEFORE. PACKFILLING OR EITHER TVIE. WATER' MAIN OR THE
SEWER LINE MAY BE ENCA.iLD IN A WATERTIGHT CARRIER PIPE WHICH
EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED
PERPENDICULAR TO THE 4NA I ER MAIN, THE CARRIER PIPE SHALL BE OF
MATERIALS APPROVED BY TFiE REGULATOP,Y AGENCY FOR USE IN WATER
MAIN CONSTRUCTION.
NOTES
1. EXISTING TREES AND EXI TI;NG VEGETATION OUTSIDE THE PERIMETER CURES LINE
AND WITHIN THE STRLET Y'V Pc-.. SHALL BE SAVED TO THE EXTENT POSSIBLE. THE
CONTRACTOR IS RESPONSIBLL FOP MEETING WITH THE APPROPRIATE CITY OF
WILMINGTON REPRESENTATIVE (910- 254-0900) ONSITE TO FIELD REVIEW THE
EXISTING TREES AND TO FIE:0 DETERMINE THE CLEARING LIMITS OUTSIDE THE
PERIMETER CURB LINE AND WITHIN THE STREET YARDS. THE CONTRACTOR IS
RESPONSIBLE FOR INSTALLING TREE PROTECTION FENCING AROUND THE EXISTING
TREES BEING SAVED PRIOR TO BEGINNING ANY CONSTRUCTION WORK. THE
CONTRACTOR SHALL SAWCUT ANY PERIMETER TREE ROOTS THAT CONFLICT WITH
GRADING OPERATIONS. SEE THE LANDSCAPE PLAN FOR ADDITIONAL REQUIREMENTS.
EXISTING TREES WILL BE REMOVED FROM THE SITE AS REQUIRED WITHIN THE
BUILDING PAD, PARKING LOT, ACCESS DRIVES AND WITHIN AREAS WHERE
REQUIRED UTILITIES ARE BEING INSTALLED. SOME TREES WILL BE SAVED IN
PROPOSED LANDSCAPED AREAS WHERE GRADING CONSTRAINTS DO NOT REQUIRE
THE REMOVAL OF THE EXISTING TREES AS SHOWN ON THE SITE PLAN.
2. REFER TO PLUMBING PLANS FOR THE EXACT SIZE AND LOCATION OF THE
WATER SERVICE, FIRE LINE SERVICE, BACKFLOW PREVENTE'R, AND THE SANITARY
SEWER SERVICE. MAINTAIN A MIN. 10' HORIZONTAL SEPARATION OR 1 S" VERTICAL
SEPARATION BETWEEN THE DOMESTIC WATER SERVICES AND SANITARY SEWER
SERVICES. ALL SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY
OF WILMINGTON STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD
VERIFYING THAT ADEQUATED FALL IS AVAILABLE FROM THE BUILDING TO THE
EXISTING SANITARY SEWER MANHOLE PRIOR TO BEGINNING ANY DEMOLITION OR
CONSTRUCTION
3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL PLAN AND
DEVICES DURING CONSTRUCTION WORK IN ACCORDANCE WITH THE MUTCD, NCDOT AND
CITY OF WILMINGTON STANDARDS.
4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING NCDOT FOR
THE REQUIRED INSPECTIONS ON WORK WITHIN THE NCDOT RIGHT -OF --WAY.
5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING NCDOT
FOR THE REQUIRED INSPECTIONS ON WORK WITHIN THE NCDOT RIGHT-OF-WAY.
6- THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE SITE GRADES PRIOR
TO BEGINNING CONSTRUCTION. CONTACT THE ENGINEER FOR DIRECTION AS REQUIRED
DURING CONSTRUCTION. THE EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY
INFORMATION FROM SURVEY BY MCK1M AND CREED AND PROVIDED BY OWNER.
7. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION CONTROL
REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE
MET AND THE STATE HAS GIVEN THEIR FINAL APPROVAL. CALL 343-3910 FOR
INFORMATION,
8. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY IN
ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)
BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
9. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH THE CITY'S
CROSS CONNECTION CONTROL REGULATIONS. CALL 343-3910 FOR INFORMATION.
10, ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CITY WILL NEED TO BE ON
THE LIST OF APPROVED DEVICES BY USCFCCGHR OR ASSE.
LEGEND
—• --- -�- PROPERTY LINE
.� _... _. �..,. DISTURBED AREA LIMITS/CONSTRUCTION LIMITS
SANITARY SEWER SERVICE
W 10 - - WATER LINE OR WATER SERVICE
SCALE: 1 " = 30'
I�>€
1T _
1) 30 60 90
w
w
V1
W
Y
cQ
C
Lo
Q
L
Z
W
J
Z
00
CC
Q
Z<
,J
w
U
0E—
It
a-
0
0
0
F•-
Z
>_
YZ
J
cr0
Q
�
F—
Z
�
�
J
Z
CE
W
InV
W
2
9
W
J
[l�
2
a
Y
Z
Z
Z
N
DC
W
O
0
O
D=
0:
O
n
N
n
EL
Z
i
n
�
-i
O
W
Z
M
LAJ
z
V1
Lj
soa��
In
m
a
N
V
04024
DES. JAK III
CKD: JPN
DRwN: NKS
DATE: 5-27-04
CAq
Q •
fy
•• x
C3
IT�1 Ilk
1I� �,� r � •�� rL, '+ I =fit. � � �'�S�J j �,�r ' � +r ' ' = � r { 1! 4i}�+,+�{1n` r y- r ar�r ,
x

IDO NOT E7
R5-1
R6
2'-6"/30" NCDOT ZONE
CONCRETE
CURB AND I
GUTTER f
—�
}
m
W
z Y
O N
NEW 5' CONCRETE SIDEWALK.
Y
INSTALL FOR POSITIVE DRAINAGE.
� z
o
� o
Eli z
a
w
TRANSITION FROM 2'-6"/30" NCDOT
CONCRET"URB AND GUTTER TO 24"
CONCRETE CURB AND GUTTER AT THE o
.000 'RIGHT OF WAY/PROPERTY LINE.
STOP SIGN
— RI -1
24" CONCRI
5'� - �5y���-•.••• CURB AND
RB NYi'� �� •— 6 N 6g�z3 ...a . . -.
ZONE 5• — 3; - - �' -� • •� 1
SF
� - R2.Fey
- �, •.. .� . � . .IRs�. `fit% `ro.
265--
_
-_ - = _= =_ = ---��' �_=_=__ � -_=_-
------- _ _
= N -_� _-- - _ _ =� � 115' REAR
s
-- r ----
40e-_ -- _ _ -
WHITE PAINTED - ---
cMF - THERMOPLASTIC - _ _ _ _-_ -
x�
70{
C
� 2
Sl
NCDOT WHEELCHAIR RAMP IN ACCORDANCE WITH NCDOT ROADWAY
n 09sT� STANDARD NO. 848.05. WHEELCHAIR RAMP SHALL HAVE DETECTABLE
OOd WARNINGS WHICH MAY BE EITHER TRUNCATED DOME CONCRETE PAVER -
BLOCKS OR STAMPED CONCRETE. USE CLASS B CONCRETE IN
ACCORDANCE WITH THE NCDOT STANDARD SPECIFICATIONS.
NCDOT 5" CONCRETE MONOLITHIC ISLAND.
E NCDOT ROADWAY STANDARDS NO. 852.01 OWNER
RPG�ta REVISION B. INSTALL FOR POSITIVE J & J PORTER
VICINITY MAP DRAINAGE. PROPERTIES, LLlC NTS
SEE DETAIL SHEET C6 -
FOR TURN LANE DETAILS.
NEW 5' CONCRETE SIDEWALK. -
INSTALL FOR POSITIVE DRAINAGE.
NCDOT WHEELCHAIR RAMP IN ACCORDANCE WITH NCDOT ROADWAY
STANDARD NO. 848.05. WHEELCHAIR RAMP SHALL HAVE DETECTABLE
WARNINGS WHICH MAY BE EITHER TRUNCATED DOME CONCRETE PAVER —
BLOCKS OR STAMPED CONCRETE. USE CLASS B CONCRETE IN
ACCORDANCE WITH THE NCDOT STANDARD SPECIFICATIONS.
�l
O , - - - - -- ARROWS, TYPICAL. _
24 CONCRETE _ KEEP RIGHT
- _-_= cs,
C RB A D G4UTTER --- - _ -----==-I `l
2'-6"/30" NCDOT
CONCRETE
CURB AND
GUTTER
TRANSITION FROM 2'-6"/30" NCDOT U N - -� R4-/A
CONCRETE CURB AND GUTTER TO 24" - ---� �`�
��� : R ��f' 3a
CONCRETE CURB AND GUTTER AT THE 50. .' O7 2 ,f� �_ �' J _J = _ _ _ _ -
t ii _
RIGHT —OF WAY/PROPERTY LINE. FRONT 75:4 6,� j � - _____
3� PROPOSED
BUILDING
DISTURBED AREA UMITS, -� r . - . - .__ - - _ ___- __ = _=__ =__ = =_
,� .. R2' - -- 7-- -- FFE-40.00± ------ ---------------
TYPICAL--
♦ __ ____=_==�_= - -
X;�- -_ _- - ------------ I ti
�' ♦ - �~ ---� 302 FIE IFY _ ---- _= - --__---__
IR •••• ISF Yam=
srs•��• _-==��s• _ _ 24" CONCRETE
CURB AND GUTTER
NEW 5' CONCRETE SIDEWALK. \ �'- - :• --� _- ---
INSTALL FOR POSITIVE DRAINAGE.
PROPOSED BUILDING DIMENSIONS
SCALE: 1"=50'
_ `,'Lf NNTES
HTS PPCFEFTY IS
CHI PrUPEPTY I- I Cif I.[I� ',TED IN A EI_III!i:i
>L_L_ BASED ❑N h_i I
= EAP 15"
:1_IF'1'EY LE1�iE.1J
IP.S
IFCf! P- AP SET
CMF
I-fT:I Pi-Ti- MONUMENT F'Pilt: I
MIIII
F l it r iJ: WAY MONI_IMf_l%•i I
PP
FI wF,F FIlLE
GA
GI l r Al,'.HOP
wPl
W,)TEF' METER
DI
DPOP INLET
F"H
F IPL H r IIPANT
CP
Cg'hBLE PEDESTAL
DP
BPADFUPD PEAR TREE
CM
CREPE MYPTLE TREE
;hMH
-T❑FI,I DFAIN MANHOLE
".MH
-APIfT4,F , SEWEP MANH11-E
ryh9. -
` 220
Co. SIF
qal
STANDARD WHEEL CHAIR ` •♦ �\ =
RAMP IN ACCORDANCE ♦ ♦•,`\:\ _____-_ _ _ __
WITH CITY OF\WIMINGTON �s - = _ � __-- --- - — -__=
STANDARDS. �yr••�.--------------- --- s = 1
SF
STOP SIGN-
R1-1 ♦ =__=_ -- = =__= -_
\ �ir\__=�- _
lgo
SFO
-
<DCj
— h�
-------------
80
♦ �� ___ --- - 3INN
RB
Fi
♦
ZONE \ 227 ) /
SF
NEW,5' CONCRETE SID ALK. /
INSTALL, FOR POSITIVE DR iNAGE. ` w M
�.� s�6
♦�39/.
R/W MON
i
I
,
'I
RB
ZONE
OWNER
WILLIAM R. HOWARD
— 12' X 12' CONCRETE DUMPSTER PAD
WITH AN 8' OPAQUE SCREEN ENCLOSURE.
COORDINATE WITH OWNER.
24" CONCRETE
CURB AND GUTTER
I SITE DATA TABLE I
USE:
RESTAURANT/OFFICE/RETAIL
ZONING:
RB
PARCEL ID:
R05009-005-023-000
MAP 10:
314814226679000
SITE AREA:
1.92 ACRES
DISTURBED AREA:
2.86 ACRES
CAMA LAND USE:
DEVELOPED
BUILDING SETBACKS:
RB: FRONT SETBACK: 50'
SIDE: 50', 8' ADJACENT TO SERVICE LANE
REAR SETBACK: 15'
BUILDING HEIGHT: IRREGULAR, 22 - 30, SEE FOUNDATION PLANTINGS
REQUIRED PARKING:
RESTAURANT WITH 90 SEATS: 1/2.5 SEATS MAX. 1/4 SEATS MIN,
36 MAX., 23 MIN,
RESTAURANT WITH 150 SEATS: 1 /2.5 SEATS MAX, 1/4 SEATS MIN.
60 MAX., 38 MIN.
OFFICE ® 3800 SF: 1 /250 SF MAX, 1 /400 SF MIN.
15 MAX., 10 MIN.
RETAIL ® 12,152 SF: 1 /225 SF MAX, 1 /400 SF MIN.
54 MAX., 30 MIN.
TOTAL REQUIRED PARKING: 165 MAX., 101 MIN.
TOTAL PARKING PROVIDED: 105 SPACES INCLUDES 5 HC SPACES
IMPERVIOUS AREA:
BUILDASPNGS: 18500 HALT/CURB & GUTTER 42:400 SF (ROOF AREA)
PHHA
SIDEWALKS/CONCRETE 2,500 SF
TOTAL IMPERVIOUS AREA: 63,400 SF TOTAL
PERCENT IMPERVIOUS: 76%
NEW IMPERVIOUS AREA EXISTING IMPERVIOUS 37,500 SF
AREA REMOVED AND R PLACED:
LANDSCAPING:
FOUNDATION PLANTINGS:
FRONT: 29' X 115' X .12 = 400 SF READ. (511 PROVD)
NORTH SIDE: 30' X 135' X .12 = 486 SF REQD. (487 PROVD.)
SOUTH SIDE: 24' X 127' X .12 = 366 SF REQD. (424 PROVD.)
REAR NORTH TO SOUTH:
23' X 75' X .12 = 207 SF REQD. (N/A)
30' X 66' X .12 = 237 SF REQD. (N/A)
27' X 100' X .12 = 324 SF REQD. (N/A)
22' X 60' X .12 = 158 SF REQD. (N/A)
22' X 46' X .12 = 121 SF REQD. (N/A)
LANDSCAPING REQ'D INTERIOR (8%) = 3,392 SF 3,392 SF PROVIDED
STREETYARD LANDSCAPING:
PRIMARY: MARKET ST.
12.5' STREETYARD REQUIRED
398' - 36' X 12.5' = 4,525 SF 4.100 SF PROVIDED
SECONDARY: EASTWOOD RD.
6.25' STREETYARD REQUIRED 1,838 SF PROVIDED
318' - 24' X 6.25' - 1.838SF
NOTES:
1. EXISTING TREES AND EXISTING VEGETATION OUTSIDE THE PERIMETER CURB LINE
AND WITHIN THE STREET YARDS SHALL BE SAVED TO THE EXTENT POSSIBLE. THE
CONTRACTOR IS RESPONSIBLE FOR MEETING WITH THE APPROPRIATE CITY OF
WILMINGTON REPRESENTATIVE (910-254-0900) ONSiTE TO FIELD REVIEW THE
EXISTING TREES AND TO FIELD DETERMINE THE CLEARING LIMITS OUTSIDE THE
OWNER
PERIMETER CURB LINE AND WITHIN THE STREET YARDS. THE CONTRACTOR IS
RB CHRISTOPHER R. AND
RESPONSIBLE FOR INSTALLING TREE PROTECTION FENCING AROUND THE EXISTING
TREES BEING SAVED PRIOR TO BEGINNING ANY CONSTRUCTION WORK. THE
ZONE STEPHANY WILSON
CONTRACTOR SHALL SAWCUT ANY PERIMETER TREE ROOTS THAT CONFLICT WITH
GRADING OPERATIONS. SEE THE LANDSCAPE PLAN FOR ADDITIONAL REQUIREMENTS.
EXISTING TREES WILL. BE REMOVED FROM THE SITE AS REQUIRED WITHIN THE
BUILDING PAD, PARKING LOT, ACCESS DRIVES AND WITHIN AREAS WHERE
REQUIRED UTILITIES ARE BEING INSTALLED, SOME TREES WILL BE SAVED IN
PROPOSED LANDSCAPED AREAS WHERE GRADING CONSTRAINTS DO NOT REQUIRE
THE REMOVAL OF THE EXISTING TREES AS SHOWN ON THE SITE PLAN.
2. DIMENSIONS NOTED ARE FROM THE FACE OF CURB / SIDEWALK TO THE FACE OF
CURB / SIDEWALK UNLESS OTHERWISE SHOWN.
3. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE SITE GRADES PRIOR
TO BEGINNING CONSTRUCTION, CONTACT THE ENGINEER FOR DIRECTION AS RFQIJS RED
DURING CONSTRUCTION. THE EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY
INFORMATION FROM SURVEY BY MCKIM AND CREED AND PROVIDED BY OWNER
4. THE CONTRACTOR IS rESPONBIBLE FOR INSTALLING THE PAVEMENT MAPKINGS,
HANDICAP SIGNS AND TPAFFlC SI',NS IN ACCORDANCE WITH THE MUTCD, NCDOT AND
CITY OF WILMINGTON STANDARD', THE CONTRACTOR SHALL COORDINATE THIS WORK WITH
THE OWNER PRIOR TO CONSTRIICrION AS REQUIRED.
LEGEND
�• --- PROPERTY LINE
••••• ••••• DISTURBED AREA LIMITS/CONSTRUCTION LIMITS
N"1'1 24" CONCRETE CURB & GUTTER. INSTALL FOR
POSITIVE DRAINAGE. SEE !VOTE 2 SHEET C2.
NEW ASPHALT PAVEMENT
NEW ASPHALT PAVEMENT. SEE TURN LANE DETAIL.
NEW CONCRETE
FOUNDATION PLANTINGS. SEE LANDSCAPE PLAN
STREETYARD PLANTINGS. SEE LANDSCAPE PLAN
SAVE EXISTING TREE. INSTALL TREE PROTECTION FENCING
SEE NOTE 1 SHEET Cl.
SCALE: 1" = 30'
0 30 60 90
W
W
W
Q
O
LO
Q
`
z_.
W
'J
00
Q
It
Q
Z
w0
:_5
a:Q
i
0
a:
I.,�,
cr
cL
0-0
W
Z
0
cro
c
C
1
Z
LU
2
F-
O
J
U)
z
>x
L
..
A
a
L,LJ
La
Z
Z
Y
W
K
a
0
z
ti
a
�x0
Z
S
oc
CIA
1.
z
i
a
(4
3
O
6
O=
Li
M
z
W
>
W
z
W
!-z10
„
a►
LLJ
:5r
N
U
❑
m
a.
%_0
04024
DES. JAK III
CKD: JPN
DWN: INKS
DATE: 5-27-04
.'off
y
r 4 r
i
�i
� ' � � f ? i' � • t f , � .--4 f i j , r � ; i 7 F 'r r l 4 , � � ' 1 { 1 ` S � 1

TEMPORARY/PERMANENT
GRASS SPECIFICATION
r
m
SITE WORK NOTES:
IF CURB HEIGHT IS 6", THEN:
"P "B1' - A 1710 MAXIMUM SLOPE, SIDE
LAN
FLARE A" IS 60" MINIMUM.
P"B2" - 0 1:12 MAXIMUM SLOPE, SIDE
A FLARE A" IS 72" MINIMUM.
S CUT OR TOOLED
3000 PSI
JOINTS 1 4" 3'R
CONCRETE 1 a": i'
NI III -I I . I I-1 I I� I i- ..•� .
6x6-10/10 w,w.M.IPACTED aC
SUBGRADE
-
SECTION I 1
CONCRETE SIDEWALK CONTROL JOINT
1/2- ASPHALTIC PREFORMED 3'R
EXPANSION JOINT
12" --
-
II.III. _.
6x6-10/10 W.W.M. 0OMPAc1ED
susGRADE I� I -I I i h i, i i-
SECTION
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
NTS
RESERVED
VAN ACCESIB.E,SIGN
ADJACENTAS
'� a
PARKING
SIGNS TO BE 0.080 STANDARD
ALUMINUM. BOLT TO TREATED WORD OR
ALUMINUM POST WITH 3/8" CADMIUM
PLATED NUTS, BOLTS & WASHERS.
1
LEOIp NO BORDER - MIN
TIHTE SYMBOL ON BUIE BACKGROUND
SkMGROUND •- VAN
Bz=1
ALUMINUM OR TREATED 4"x4' WOOD POST
1-1/21H�TYP) 1-1/21'1LTYT
MAXIMUM YAll)
PENALTY s/B•r�1 • ►�CCESSI a/a•(TIP1
$250
LEGEND AND BGRDeR - GITM LEGEJD NO timm - m:EN
BWKGROpIN-�ID��--�yWHITE WA�GG�R,O�U�NND�D.--�TR+���TppE�,�
1YL58[ .7lZLVCY.rl,dlbr
TYPI HANDICAPPED 5IGN DETAIL
NTS
1 DEEP
SIDEWALK SECTION
EXPANSION JOINT 1 /2"
PLAZA DRIVEWAY APRON
EXPANSION JOIN I 1/2-
7$
.�
T
R1
EXPANSION
JOINT 1 /2" 5' (1.5m) MIN. RESIDENTIAL
13' (4.Om) MIN. OTHER
PAVEMENT
/
EXPANSION JOINT 1/2„
ZA FINISH PLAGLADE
1/4 PER 1'-0
VARIABLE
1'-
3'-0" 0'_2'• 5'-0"
O'-6"
1/4 PER 1'-0"
EXPANSION JOINT
SECTION A --A
12'-0" MIN
"
0,-2„ VARIABLE
0'-6
0'-6"
6" CONCRETE
SECTION B--B
STANDARD DRIVEWAY DETAIL
NTS
2'-0" /24"
2'-0' /24"
1'-6" 6"
1 1 /2"R
V-6'
6"
1 1 /2'R
CLASS A CONC.
GLASS A GONC.
ASPHALT
<4 -3"R:
ASPHALT
:
3"R
3"R
•
o
- .. ..
O
I
TYPE A STONE
1/O"R:
TYPE A STONE
Ip
• '.
a d • r
SUBGRAD
COMPACTED SUBGRADE-
SPILLCOMPACTED
OFF CURB SECTION
FLOW LINE CURB SECTION
..N.
NTS
NTS
NOTE:
CURB TYPE DEPENDS ON GRADES SHOWN
NOTE CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
ACCEPTING FLOW SMALL 8E FLOW LINE TYPE.
REMOVE EXISTING CONCRETE
URB GUTTER
CURB AND GUTTER. TIE NEW
1
PAVEMENT INTO EXISTING
AVEMENT
PAVEMENT AT EXIST. GRADE.
THE CONTRACTOR SHALL FIELD
-s '
VERIFY THE EXISTING PAVEMENT
' r '
GRADE PRIOR TO CONSTRUCTION.
j
TIE NLW PAVEMENT
INTO EXISTING - _.-
AT EXISTING
CURB END DETAIL
GRADE
NTS
,I
NOTES-
I
I
1. SIDEWALK THICKNESS HA L BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWI4YS.-'
4. THICKEN SIDEWALK TO 6" IN LAST 3 WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/2" EXPANSION JOINT (E.J.) AND SNAP CAP EXPANSION JOINT
ATOVSTRUC ERS ARE UR SEOAND AS NO AT 50' EDMON STEAX. AT SIPLAAN. DEWALK JUNCTIONS, 1/$"R TOOLED
6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT JOINT
PARALLELING CURB OR STRUCTURE.
1 2" EXPANSION
CURB 30' MAX. SPACING JOINT MATERIAL
EXPANSION JOINT (E,. J.)
1/4"x1" DEEP w/AN
1/8"R TOOLED JOINT
-777777 CONTRACTION JOINT (9 j,
BLDG.-STRUCTURE
PL9�1
SIDEWALK JOINT DETAILS
NTS
COARSE AGGREGATE -
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
SIDEWALK OR
SIDEWALK AREA
PLAZA
URB RETURN
CUf
PLAN
wTTN COPING REMOVED
SECTION X-X
5" THICK CONCRETE (4,000 PSI)
4" TYPE A STONE (NCDOT)
_ • f.
5,
=III II COMPACTED SUBGRADE
III=116�-I SEE SPECIFICATIONS FOR DENSITY
NOTE: CONTROL JOINTS SHALL BE EVERY
15 FT. MAX.) AND EXPANSION
JOINTS SHALL BE EVERY 50 FT. (MAX).
CONCRETE PAVEMENT SECTION
NTS
L
NEW 2'-6" NCDOT CONCRETE
CURB AND GUTTER NCOOT
ROADWAY STANDARDS NO.
846,01 REV. D
2' 8' MIN_
1/2"/FT
MINIMUM
2% MINIMUMy _Tv
PAVEMENT SECTION SHALL BE
2" SF 9.5 A
3" 1 19.0 8
5" B 25.0 B
IN ACCORDANCE WITH NCDOT STANDARDS
TURN LANE D ETAI L
NTS
GENERAL NOTES:
MORTAR JOWLS H/r TO I/$- THM.
USE CLASS 'B- CONCRETE THROUGHOUT.
L USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.
DEDUCT FOR PIPE(S) FROM TOTAL CU. YOS. OF BRICK MASONRY.
PROVIDE AM CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12'
ON CENTER. USE STEPS WHICH COMPLY wRH STD. DRAINING 640.Ii6.
OF BRICK SECTION 04 OF' THE CONCRM S ANDARD SSPECCd � TIE REOUIREMEHiS
IF REINFORCED CONCRETE PIPE IS SET IN BCRTOM SLAB of Box, ADD T)
AS SHOWN ON STD. HO. $40,00.
FOR 6'-0' IN HEVHi OR USE 8' ft, gtETt 6'--O' IN HEIOI:T Lry1:
f'�' WALL TO 6'-0 FROM TOP OF WALL !WO a WALL FOR THE REMWN4
6 •-0'. OLiANT1TE5 TO 8E ADJUSTED AC(:ORDINOLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
DO NOT USE BRICK MASONRY DROP tJ-U IN LOCATIONS SUBJECT TO
TRAFFIC.
CNAMFER ALL EXPOSED CORNERS 1".
eRIDNL oaWrRc 0"mom a) �-
-TOP RAPM]N
MOIL f" TIC >R - 1r of
SECTION Y-Y
DIMENSIONS AND QUANTITIES
FOR DROP INLET(BASED ON MIN, HElOHT, H
DIMENSWNS
OF BOX
& PIPE
CUBIC YARD
CONCRETE
3 CUBC YARDS
BRICK MASONRY
DEDUGnONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGH
D
A
B
H
BOTTOM
SLAB
WALL PE
FOOT H
TvrK tnwx
C.S.
R.C.
12"
-
-0
2'-0-
2'-0'
0.288
0.313
0.322
0.020
0.032
15'
2' 3"
0.26a
0.31,3
0.600
0.031
0.047
18'
2' -6'
O.269
0.313
0.678
O.Oa4
1) 065
24
3'-0-
0.268
1
0.838
a.078
Q.113
30-
3'-0"
2 =(,"
S'-6"
0-268
0.313
0,991
0.122
0-170
-
4 GAL 64 MESH o a
TANDARD FABRIC 1
N
to =)
NOTES:
1. SYN. FENCE FABRIC SHALL BE MA. OF 30" IN WIDTH WITH
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINT'S
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND
4" IN DIAMETER. FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE
1" LONG OR TIE WIRES.
TEMPORARY ; iLT FENCE
NTS
TOP OF BANK=38.00
STANDARD NCDOT DROP INLET DETAIL I II
STATE STOFAGE ELEVATION=36 60 -
NORMAL POOL ELEVATION=34.50
NOTE: THE VEGETATED SHELF SHALL BE
PLANTED WITH A COMBINATION
2 ' II_._ E 1 OF TWO OF THE FOLOWING ON
_ __ ..__12" CENTERS.
2 TILL 2 -II-
BOTTOM=27.00 SHELF II.- TJI 1. CATTAIL
FOREBAY BOTTOM 2. COONTAIL
2 MAX 31.50 3. SPATTER DOCK
POND DETAIL "
o SEE PLAN FOF
NIS m ORIENTATION
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPUNE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
TREE PROTECTION
�
U
U w
z r
2
HEAVY DUTY TRAFFIC BEARAVG
FRAME. GRATE AND HOOD.
NCDOT ROIAOWAY STANDARD
NO. 840.03 OR APPROVED
EQUAL
NOTE IF PRE -CAST BOXES
ARE USED THE CONTRACTOR CONIC. COLLAR
IS RESPONSIBLE FOR OONFIRMING
THAT THE PIPES CAN BE INSTALLED
TO THE GRADES SHOWN ON THE
PLANS USING A PRECAST BOX
PRIOR TO CONSTRUCTION.
8' 26' MIN.
CONCRETE
BRICK
ASPHALT
4" 8"
TURN DOWN SIDEWALK
NTS
�2" TYPE 1-2 (NCDOT)
/- 6" TYPE A STONE (NC
II I II 11I jl I� COMPACTED SUBGRADE
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS
CONTRACTOR SHALL COORDINATE
w/OWNER & GEDTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION
N.T.S.
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4--6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS 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 LIME, FERTILIZER
AND SEEDING RATES.
10, CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHEb.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA GRASS
20% TURF FESCUE
10% CREEPING RED FESCUE
24% ANNUAL RYE GRASS
•BERMUDA SEED SHALL. BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING,
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIB�t-.
NOTES:
1. FENCE MESH SHALL BE MINIMUM
32" IN WIDTH AND SHALL HAVE
A MINIM�IM OF 6 LINE WIRES
WITH 12 STAY SPACING.
2. FILTER FABRIC SHALL BE MIRIFI_
140 OR EQUIVALENT AND SHALL
BE ADEQUATELY FASTENED TO
THE FENCE MESH WITH CRIMP-
ING CONNECTORS.
3. STEEL POSTS SHALL BE 5'-0'
IN HEIGHT AND BE OF THE SELF
FASTENER "T" SECTION TYPE.
STEEL OR WOOD POST
WIRE MESH FOR STANDARD FABRIC
Ok
STANDARD OR EXTRA STRENGTH
FILTER FABRIC
DIRECTION OF WATER FLOW U
ANCHOR FABRIC SKIRT
MIN. 8 DEEP do 4" WIDE. STEEL "T" F
STEEL "T" POST
WIRE MESH FENCE
CRIMP RING CONNECTOR
SYNTHETIC WOVEN
FILTER FABRIC
c1 v I I -
"� I I FILL SLOPE
n
GROUND LINE
• \- TO ANCHOR BOTTOM DIG
II IN 6" DOWN & 6** OUT
N
SIDE VIEW
--DEL "T" POST
0 GA. WIRE
K6" CENT.
SILT FENCE✓
PLAN VIEW
FRONT VIEW
EROSION CONTROL
AROUND DROP INLET
NTS
1, AS REQUIRED 1,
2" SF 9.5 A SURFACE COURSE (NCDOT)
I:I 9" MIN.
o ---� 0 ABC
STONE
BASE
COMPACTED
BACK ILL
FOR NCDOT ROAD REPAIR: 2" SF 9.5 A SURFACE COURSE (NCDOT)
9" TYPE ABC STONE BASE (NCDOT)
FOR DRIVEWAYS 6" CONC. w/ 6" X 6"/6 -- 6 MESH NINE
" 1. CON'TRACM MAY USE 13RM WITH MAX.
FOR SIDEWALKS 4 CONC. MIN. CUT = WIDTH CORBEL 1' PER COURSE
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT
PAVEMENT REPAIR DETAIL
NTS
NOTE:
THE PAVEMENT REPAIR TO BE DONE
THE SAME DAY AS THE CUT.
CASTING
NOTE: 2' X 2' DROP
INLET FRAME do GRATE
SHALL BE HEAVY DUTY
PRECAST 6' VSI 416 6"
4' BRICK MASONRY
FLOW
to
4 O 12" EACH WAY ONC. FIG. 3000 PSI CONC. _ co
. 4
TYPICAL CATCH BASIN S CTi
24' CURB AND GUTTER NTS
DROP INLET DETAIL
nts
ASMA�pq�M�wwEEM I(B�GS� CtH
PRECAST 4" RISER RING
F(yvEREI�L85.
C PRECAST M.H. UNITS WITH
DOT APRACE PROVEOSTEPS O 12' QC
a10VTA 1ESEANL
M.H. 10 o°C Nw
CONC. M.H.
BLOCKM 3/4"
E g'
O FORM FLOW C N
7-7
3'-3" MIN. 3'-1 3 MIN,
MH RINGS
SECTIO
STORM DRAIN MANHOLE DETAIL
Nf8
w
Y
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME V)
FAMILIARIZED WITH FIELD CONSTRUCTION CONDITIONS. IL Y
x
w
2. THE CONTRACTOR SHALL COORDINATE WORK WITHIN z
NCDOT AND LOCAL RIGHT OF WAYS WITH PROPER AUTHORITIES
AND SHALL MEET ANY REQUIREMENTS AS TO TRAFFIC CONTROL z
AND CONNECTION TO EXISTING STREETS.
d
g
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED
UNLESS OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, w
SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES, BURIED
UTILITIES, STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION.
Q
o
z
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL
TOPSOIL, WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
Q J
O
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND
Q
EXISTING BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL
TO SUBGRADE ELEVATIONS WITH A CLEAN SELECT -FILL
w Q
COMPACTED AS SPECInED.
C V
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL
Q Q LLI
SHALL BE REMOVED FROM SITE AND DISPOSED OF IN
L
F- cr W
ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES.
W OC
7. BORROW MATERIAL: HE SITE WORK CONTRACTOR SHALL FURNISH
',,._
BORROW MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL
cn Z
REQUIRED PERMITS r�S` SOCIATED WITH BORROW OPERATIONS.
W
Q
w z
8. FILL AND COMPACTION- AFTER STRIPPING THOSE AREAS
z =
DESIGNATED TO RECEA E FILL SHOULD BE PROOFROLLED WITH A
Q
Q Q Y
10-TON VIBRATORY STEEL WHEELED ROLLER TO COMPACT THE
�-
TOP 8" T4 AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM
r�
MOISTURE CONTENT, ANY AREA WHICH PUMPS OR RUTS
V J Q
z
EXCESSIVELY SHOULD 3E UNDERCUT AND REPLACED WITH A
w
CLEAN, SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL
cc
CLASSIFICATION OF S', SM, OR SC. FILL MATERIAL 5' OUTSIDE OF
O G
BUILDING AREAS SHALL THEN BE PLACED IN LAYERS NOT TO
O O p J
EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE
z
STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITHLO
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL
MATERIALS WITHIN BUILDING AREAS TO A LINE OUTSIDE THE
BUILDING AREAS SHALL BE PLACED IN LAYERS NOT TO EXCEED 8"
AND COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR
oc
MAXIMUM DRY DENSITY (ASTM D-698) WITH THE: UPPER 12 INCHES
m �
OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS TO 100% OF
g
THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS
a
WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12
Z z Y W
INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT
LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY.
U- -
IF THE MATERIAL IS 'TOO DRY TO COMPACT TO THE REQUIRED
$
DENSITY EACH LAYER SHALL BE WETTED IN ACCORDANCE WITH
g C4 �.
COMPACTION REQUIREMENTS. IF THE MATERIAL IS TOO WET TO
O" �'
SECURE PROPER COMPACTION, IT SHALL BE HARROWED
O � O = Z Mr1
REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE
EQUIPMENT UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED.
z_ V)
FILL SHALL BE PLACED IN SUCH A MANNER THAT THE SURFACE
w S
WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTES
© m a N
AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT
E
REQUIRED TO CONSTRUCT HIS WORK.
¢0 0
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND
La °' °' m
PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION.
LLI I� Y
�zrh
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
v
MCKIM AND CREED AND PROVIDED BY OWNER.
� z
`10rn rnv
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
Q 0 o
�zz 3
13. THE AND UTILITY CONTRACTOR IS RESPONSIBLE FOR THE
cal o x
COORDINATION OF RELOCATION OR DISCONNECTION OF ALL EXISTING
m � 0- LL
UTILITIES WITH APPLICABLE AGENCIES AND AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCDOT STANDARDS.
•
U
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET
Z
LOCAL AND STATE PLUMBING CODES. METER AND TAPS SHALL
-
MEET ALL. LOCAL REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
�
17. THE CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES
Ld
ARE HIS RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED
Ld
EARTHWORK CONDITION.
Z
18, REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED
(_T)
JOINT OR "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
Z
Ld
EROSION CONTROL NOTES AND MAINTENANCE PLAN:
L
�
Z
1. ALL EROSION AND S 7' INTENT CONTROL PRACTICES WILL BE CHECKED FOR STABILTY
AND OPERATION FOLI.OVYING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE
F_
LESS THAN ONCE EVE TRY WEEK, ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY
J
TO MAINTAIN ALL PR',CTfCES AS DESIGNED.
2. INSTALL EROSION CONTROL 'MEASURES BEFORE BEGINNING CONSTRUCTION OR AS
GfI
SOON THEREAFTER AS POSSIBLE. ALL EROSION AND SEDIMENT CONTROL PRACTICES
Z
WILL BE CHECKED FOR STF,BIUTY AND OPERATION FOLLOWING EVERY RUNOFF --
PRODUCING RAINFALL OUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY
NEEDED REPAIRS WILT_ BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
U
DESIGNED.
3. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO PREVENT
I I
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION
L C UCTTON SITE. THE CONTRACTOR
I i
I
SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY BASIS. THIS WILL
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO. 4 STONE. ANY
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
I I I I I I I
ROADWAYS SHALL BE REMOVED IMMEDIATELY.
4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS SHOWN
f
Ilf� III II
ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT THE EROSION
! I ! I
CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE REPAIRS IMMEDIATELY.
I
REMOVE SEDIMENT WHEN IT BECOMES 0.50 DEEP TO PROVIDE ADEQUATE
STORAGE VOLUME FOR SUBSEQUENIT RAINS. WHEN THE CONTRIBUTING DRAINAGE
AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY
UNSTABLE SOIL AND ETHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE
DISTURBED AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE
AREAS AROUND THE DROP INLETS.
04024
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES
DES. JAK III
0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER.
cKo: JPN
DRm: NKS
6. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT
REACHES 2.0 FT. BELOW THE TOP OF THE RISER. GRAVEL WILL BE CLEANED
DATE, 5-27_04
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
� •' ^
6. NO CUT OR FILL SLOPES SHALL EXCEED SIDE
A SLOPE OF 1 VERTICAL TO 3
��`��'� • • •a
HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES SHALL
DaQO
BE SEEDED AND STABILIZED WITHIN 15 DAYS.
7. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF DISTURBANCE.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
-�
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
�.
DENSE VEGETATIVE COVER.
•'/•
8. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE SHOWN
ON THIS PLAN ARE NOT EFFECTIVE.
9. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE PROJECT
IS COMPLETED.
10. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL PERMANENT
MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSEOUT.C5

D PIPE ZONE PIPE ZONE 1/2' EXPANSI❑N JOIN 1/2' EXPANSI❑N J❑INT m
FRAME 6" O.D. 6" 6" 0.0. 6" FINISH GRADE
MINIMUM AVERAGE WEIGHT MIN. MIN. MIN. MIN. SIDEWALK
40 LBS THRUST COLLAR
MEN. COVER 3.5' SIDI �IALK 1/� PER 1` I-�----A STANDRRD 2' CURB AND o N
FINAL BACKFILL FINAL E3ACKFILL PIPE SIZE AS MI -0 -0 0'_4, _ �' GUTTER WITH 1 1/4' P Y
PLAN INDICATED
MI Uq SCOR �i
10.75" ON THE PLANSAR _ (n
1211 MAXMA AR % z
PIPE SIZE AS SLOPE CRASS STRIP / 6 uQ-i Z
INDICATED MIN.
ON THE PLAN 3" MIN BACK ❑F CURB
0.25" I % ' O.D.p • 1 /4 STEEL 3/4 THREADED ` }"'; , N T i N I C3I N [�
1'-6'
CLASS 1, 2 OR • /_ � 4
O.D. PLATE STEEL RODS MP.)CURB
DEPRESSE
o _
II -III
INITIAL BACKFILL =1 t 6" MIN. CLASS 1 OR 2- -� „MIN. RTICAL BRE FACE OF CURB S1 1., i ILN A -A CNI
to
CLASS 1 101F9I tIl t��. ���I�I 1�1-1�1 1�� 3" 3' IN CURB SLOPE NOT TO VJ
1,5' -I I I-1 I t-I I{-1 I I -I -I I-{ I I_ I �= i I -I 3" SEE NOTE 2 2 EXCEED 1211 8
SECTION C 1 I-1 I I� I I-1 11=-1 I I_ t I-1 I I-1 I I-1 i I-1I i=� THRUST B-«� PED-MIN x-ING �"- Q
SECTION D STABLE STABLE ROD REQUIREMENTS TYP' J Q _z
V_I�I� FOUNDATION FOUNDATION PLAN VIEW WHEELCHAIR RAMP a Uj GONER MATERIAL MATERIAL Q J
WATER MINIMUM AVERAGE WEIGHT PVC PIPE W O
' ' 20 LBS. DUCTILE IRON PIPE
SIZE OF 45 DEGREE BEND STATIC THRUST 1N POUNDS NUMBER OF RODS REQUIRED
VAR
MEr�R PIPE BEDDING DETAILS s" 7,s94 2 IDEWALK BACK OF SIDEWAL 4'-D` NOT
4'-0' TOP OF CURB z Q
PLAN 12" 17,312 2 VAR ��- �'-Q" VAR SLOPES NDT T❑ EXCEED 1211 Q �?-I U
16" 30,779 4
SEE N❑TE Z O W
co 20" 48.091 B - 12`1 UTTER LINE
V-7 3/9' 9.825" � 6 15 1 fi r� 24' 69,252 8 `
2.25 •. `^
DEPRESSED CURB � W
1.75" 5 ''� T GENERAL NOTM E Ni T 1 LAZA VAR IMITS OF WHEELCHAIR RAM CD
5.75• s.75" 0.375" a°S { 1. ONCE INSTALLED AND TIGHT. THE STEEL RODS AND BOLTS SHALL BE COATED WITH (T Y P) 1 1 1 0
1 -6 5/ o 7 7 8" 2 COATS OF BITUMINOUS BASE PAINT. ■ ■
SECTION A 7 3 16 a 3 3[s') 2. CONCRETE SHALL NOT CONTACT BOLTS OR Elms OF MECHANWAl JOINT BENDS. SECTION $ - B �- W
SECTION 8 �` 4� 3. TYPICAL MIN. CLEARANCE BETWEEN CONCRETE AND END OF BOLT MUST BE 3". O Y F- z
AIR GAP+ 4. APPROVED OFFSETS CAN BE USED MI THIS APPLICATION. ,
WATER METER BOX �, VAR Io Mr PED-X-ING Z Q
ZINISHED GRADE STANDARD VERTICAL BEND cc rr��
978" • � C Q V
z
x NOTE: ❑ ❑ ❑ NTS SEE N TE 2
1. BOX EQUIVALENT TO .. cc
x 4" PIPE ENNI ENTERPRISES { WATER , , �- • • . : © J
�j � 2. STD. WEIGHT 30 LBS. V
4 I ❑ ❑ ❑ TYPICAL L❑CATI❑N OF WHEELCHAIR RAMPS, PEDESTRIAN O LO
4"-45' BEND A A
CROSS WALKS & STOP BARS FOR TEE INTERSECTI❑N
z L0
18" NIPPLE &
'�._ ._A. GLUED CAP CITY ❑F WILMINGION
N GUIDELINES FOR WHEELCIJ6IR RAMPS
PLAN & DEPRESSED CURBS
GROUND k " 6.688" t SD 8-11 m La
PLAN A 4 WYE PLAN 0.5" Q
BENDS ><16
EES STANDARD CLEANOUT
krs Z
NTS 2'-6" 30' 3 a a, o,
III MN.
8
0 0
A � CLASS A CONC. 2'-0"
-0 1 1 /2"R a � t= o N �
w 0 0
a �+ � 3
O `� O W x i°
m b ': b' 4.O' 19 ILA W W w
A :: '.4 0.062" ' a 3 R > z
�. : '':e:.. " 0.5" NOTE 1 /8 „R 3 "R o m 0 N c`�
SECTION X-X PLAN & ELEVA ION 4.75 1. 8", FRAME AND GRATE MAY _
BENDS & TEES PLUGS VARY IN NONE55EN K I>N�ONS - a ,
SECTION "A -A"
90 BENDS 45 BENDS 22 1 BENDS TEES PLUGS 4� X 4' PRECAST CONC. BASIN 1 1
SIZE A B A B A B A B C D GRE WNC 6HD CAST IRON OR EQUAL
w/ KNOCKOUT PANELS d � E
d d a a
a
ALL 4 SIDES � c a �
WATER HEAVY DUTY VALVE BOX LID _ �-
6' 1b' 10' 9" 10' 6" B" 10' 12" 10" 21"
8" 22' 13" 12' 13' 8" 10" 13" 16" 12" 29" 7 ❑ ❑ ❑ NTS PAVFM[NT SECTION IN THE NCDOT ROW SHALL Bf �
10' 26" 17" 14" 17' 10_ 13" 16. 2O" 14" 36" A A (TRAFFIC AREAS)
12" 29' 21" 1s' 21 11' 13, 18" 2a" 1s" a1" 2" Sf 9.5 A SEE 46.01CDOT ROADWAY STANDARDS
14' 29' 21' 16" 21 12" 16' 22" 24" 16" 41" 3" 1 19.0 B NO. 846.D1 REV. D
20"5"B�5.0B �z��E'
t s' M. 27' 21 " 27' 12' 24" 24" 30" 20" 54" PLAN 14 STEEL REBAR JGALV. OR ASPHALT C) Y O rn °' C
IN ACCORDANCE w TN NCDOT STANDARDS Y r 0) M G
NOTE: Based on 1.5 x working pressure of 100 PSI plus AWWA Water Hammer. 7" ACKwEI DED AT 4 O.C. EACH WAY. LAIC PLAN „ „ ¢ C�
8.25" IN OR BOLTED DOWN TO TOP OF S1"I?W'j'JRE NCDOT CLASS B EROSION 2 -� / 30 z z 3
All bearing surfaces to be carried to undisturbed ground. 6 688M DIA. p $87" 6.875 D.688" CONTROL STONE KEYED IN N > 0 3
STANDARD THRUST BLOCK FOR WATER MAINS o.s" I--- N 0.5 I�ICDOT CURB SECTION x 3
AT 0.5' 60OX MARIFI FABRIC f, 0- U
NTS o OR EQUAL
4
ATTACH SCREEN TOP 37.40 ELEVATION 38.00-38.50
6.5" DIA, GAILY. LAG & WEDGE _ � ___--
r, N ANCHORS
I TOP MIE]R-36.90 I ALL PAVEMENT MARK€NGS SHAH
SECTION A -A _ T. 1' x o.30' WEIR OPEN -`----a # Z
I 1 O 1 E3E WHITE THERMOPLAST#C. WHITE TURN LANE LINE
j111 7,25" i I WHiTI� MINI -SKIP LINES
MINIMUM WEIGHTS
7. 5" TOP 10 LBS. 11.875 f-1/2' OPNG. GALV. I I BOTTOM WEIR=36.60 3 3
- i ELEVATION 3 7.40 `-
11.875` BOX 40 LBS. BOX M�E7,�y- 5(��Nµ� I ,� 1 I
2� DUCFIPE CENTERED nLE IF LESS EXTENSION EXTENSION 40 LBS. 1' I.D. INLET PIPE ` ,% I I - -
OVER SEWER THAN ts" GROUT IN PLACE I 1' INLET PIPE=34.SD
l"L,I
INV. 34.50 25' TAPER Lj
NOTE: I BOTTOM I Z
1. VALVE BOX LID NOT FOR USE IN ROADWAY i "- " - -j� ARROW CENTERED TURN LANE BAY
LOCATIONS. HEAVY DUTY LID REQUIRED. Is" RCP SD OUTLET `� 10, IN TURN LANE BAY 10D' z
2. CASTINGS LOCATED OUTSIDE PAVED AREAS INV. = 34.50 �r
SHALL HAVE A 2' X 2' X 6" CONCRETE COMPAL'TED SUBMWE OR 6" EMERGENCY SPILLWAY AT STORMWATER POND Z
COLLAR. CRUSHED S�� N TURN LANE PAVEMENT MARKING DETAIL TS w
WATER VALVE CASTING FOR SECTION ELEVATION NTS
2a LF DUCTILE IRON
CENTERED UNDER NON -TRAFFIC AREAS. STORMWATER POND OUTLET STRUCTURE z
WATER NTS PAVEMENT MARKER SPACING CHART � Z
WATER & SANITARY SEWER INTERSECTION REDUCED PRESSURE ZONE "
R/W N.T.S. BACKFLOW
TTSL9 9 PREVENTOR - (speed imiTYPICAL tACING in FT
<= 45mph)
TYPE OF PAVEMENT MARKING ,.._J
HYDROCOWL MODEL NO. 300-AL Centerlines--alongthrough lanes 40 �
STANDARD WATER VALVE BOX Centerlines--olo horizontal curves per Traffic Engineering EDGE LINE 10' SKIP LINES (n
CONCRETE SIDEWALK & COVER MARKED C.q. CONCRETE CURB & GUTTER
7 Ski Lines--alongthrough lanes 40 � YELLOW OR WHITE ��•
Turn Lanes --Ski Lines 40 L
■ Turn Lanes ---Solid Lane Lines 20 YELLOW OR WHITE O
,o. �• U
i \\\� �i i\\\i\\��\\� Turn Lanes --Centerlines 40
Painted Islands ---White 20 TURN LANE LINE
CONCRETE PAD Painted Islands --Yellow 40 I I� Yr �I
Raised Med;on Islands 40 WHrTE _T e0 f
I
Other Markings per Traffic EngineeringI
PVC OR GIP CASTING FLANGE
I
SEAL CLEAN -OUT
STACK W/DUCT TAPE 1/8" BEND 4 MORTAR
(SEE NOTE 2) �J x Y GROUND EKiENSION OR STACK CENTER LINE
SURFACE GENERAL NOTES
r. 7.
-CRYSTAL/RED MARKERS SHALL BE USED ALONG WHITE PAVEMENT MARKINGS UNLESS YELLOW ( I I f
PLUG W/6" SINGLE TEST PVC OR CIP SEWER MAIN OTHERWISE DIRECTED BY TRAFFIC ENGINEERING. RED SIDE OF MARKER TO FACE
PLUG W/WING NUT .� P "WRONG -WAY" TRAFFIC. N
(SEE NOTE 2) 4" WATER BRICK -PAVEMENT MARKERS SHOULD NOT BE PLACED CLOSER THAN 2 INCHES TO A PAVEMENT GORE LINE
NOTES: 6" TAPPING SADDLE CONSTRUCTION JOINT, EXCEPT WHEN PLACED BETWEEN DOUBLE YELLOW CENTERLINES' MINI -SKIP LINES)
1-SEWER TAPS TO BE PERFORMED BY CITY TEE OR WYE. -PAVEMENT MARKERS SHALL NOT BE PLACED DIRECTLY ON PAVEMENT MARKINGS. YELLOW OR WHrrr
CREWS EXCEPT WHEN TEES OR WYES ARE: (SEE NOTE 1) NOTE: TAMPER SWITCHES REQUIRED ON GATE VALVES -PAVEMENT MARKERS USED IN CONJUNCTION WITH DOUBLE YELLOW CENTERLINES SHALL
INSTALLED IN NEW MAINS LAID BY THE BE PLACED MID -WAY BETWEEN THE LINES, WITH A GAP BETWEEN MARKER AND MARKINGS. WHITE
CONTRACTOR. DOMESTIC BACKFLOW PREVENTER DETAIL
2-THESE ITEMS SHALL BE INSTALLED WHEN NTS
I-? i 04024
NO HOUSE CONNECTION IS MADE AT C.O. HEAVY DUTY LID DIAGONAL LINE
STANDARD CLEAN -OUT SANITARY SEWER SERVICE PLACEMENT ALONG YELLOW CENTERLINES PLACEMENT ALONG TURN LANE LINES I
BACK -FLOW ASSEMBLY INSTALLATION GUIDELINES 2' ASFIALT casr�lc �J_ FS DES. JAK III
NTS 40, 40' 20' YELLOW OR WHITE f3 CKD: JPN
1. THE BACK FLOW ASSEMBLY SHOULD EIE AS CLOSE TO THE WATER METER AS POSSIBLE. .. _. ,�� ,r..=�
;��,�, ,:� �,� v: > e o DRWN: NKS
IN ALL CASES IT SHALL BE BEFORE THE FIRST WATER SERVICE. 4 BASE P; .�,',� �;y' 15 15'
" 2. THE DOUBLE CHECKVALVE AND REDUCED PRESSURE ASSEMBLIES SHALL BE INSTALLED
A
F7
NOTES: 8'--O �`� / --- CROSSWALK LINE
1. WATER METERS ARE TO BE PROVIDED BY THE CITY WHERE R WIDTH PERMITS
AT LEAST 12 INCHESE ABOVE THE FINISH GRADE, FLOOD LEVEL OR FLOOR. / ��/ /� ��/ //� •� DATE: 5-27-04
2. ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC 3. PRESSURE VACUUM BREAKER ASSEMBLIES SHALL BE INSTALLED AT LEAST 12 INCHES r% ` R
RIGHT-OF-WAYS AND/OR EASEMENTS LARGE CAST IRON METER BOX ABOVE THE HIGHEST WATER OUTLET. WHEN INSTALLING A PVB ON AN IRRIGATION SYSTEM S OVER ❑ANGE eartab bdm dwbk °"h "e -Am PI°Ced M W. Iur" I°"° � � CA
+♦
WHITE . ,.,.....
3. WATER METERS SHALL NOT BE LOCATED IN DRIVEWAYS SIDEWALK CONSIDER THE PLACEMENT OF SPRINKLER HEADS ON HILLS AND SLOPES. PVB SHALL NOT 13E 1" MORTAR
•**
INSTALLED AT A LOWER LEVEL THAN THE HIGHEST OUTLET. 2• PLACEMENT ALONG WHITE SKIP LINES � ,�QQ►0��
dp
4, THE MAXIMUM INSTALLATION HEIGHT OF A BACKFLOW ASSEMBLY INDOORS IS THIRTY-SIX 2" MORTARTANARD BRICK STOP OR TRANSVEF�'iI BAIL
MAX INCHES, OUTDOORS SIXTY INCHES.
5. AN ENCLOSURE SHALL BE PROVIDED THAT PROTECTS THE ASSEMBLY FROM THEFT, VANDALISM, �I/ice/`�� �/i��//� a ,,;: •POIE: wrIM M WIDTHS ARE W-Alia> 7Hr FRq
/ f��� i WIDTH APPLIES FOR A VNAL" MDTt1 uns . THf.
TAMPERING, WEATHER AND FROST. t5'his. � 'r • �;:/,,; �• � 1 "
WATER VALVE BOX EXTENSION AND ! / / VDTH APPLIES FOR A VAN' LINE. W1' 1mFS 00r
6, IN THE FLOOR. UNDERGROUND AND VAULT INSTALLATIONS ARE PROHIBITED. 1 %�%/%�'rr/ ' r •.. � j�
CASTING CENTERED OVER VALVE NUT _ r %•, ��� i ;::.� "; rouliD WHEN DEsiED n+ nN :� ,Iez w Sri 1
Z 7. THERE SHALL BE 24 INCHES CLEARANCE ON ALL SIDES OF THE ASSEMBLY. DiREC�U Q'! THE ENGNEER. ••
Z rn 8. ELECTRICAL EQUIPMENT, OUTLETS AND BREAKER BOXES SHALL NOT BE LOCATED BENEATH SEWER CLEAN -OUT CASTING Ce„1� pe„w„� WHITE - �+ •�••••• ��,
• THE ASSEMBLY. CENTERED OVER STACK 60u* tenterfirie! tD' .nae el�p •
NOTES: � ,�,F.F,
2 2 1/20 TO BUILDING 9. ONLY ASSEMBLIES APPROVED BY THE USC FOUNDATION FOR CROSS -CONNECTION CONTROL 'THIS INSTALLATION REQUIRED WHEN VALVE BOXES AND CLEAN -OUTS
ARE LOCATED IN PRESENT OR FUTURE PAVED AREAS. ° „'`
OR ASSE SHALL BE ACCEPTED.
*PRIOR TO SETTING CASTINGS, NEW INSTALLATIONS WILL REQUIRE DAT L': 3 1 1 -2002 51 ANDAKD DETAIL. D -� --- -
10. THE TYPE OF ASSEMBLY SHALL BE APPROPRIATE FOR THE HAZARD AS IDENTIFIED BY THE E "�
d:_��Fr COPPER TUBING 95% COMPACTION OR 13ACKFILL IN 6' LIFTS. CITv OF WII - -C, 1
CROSS CONTROL OFFICE. SCALE: NONE � � F { METER R YOKE
W/1 it, PR10R TO INSTALING ASSEMBLIES iNDOCRS IT IS RECOMMENDED FHAT THE CROSS -CONNECTION DKAWNF3Y, KL6 PAVEMENT MARKINGS 1fAPt J w I AI!im�Ll
METER YOKE w/12 R4SER VALVE BOX AND CLEAN -OUT CASTING BASES 1==N_.. €MARKINGS .
FORD VF66-12, VF77-12 CONTROL OFFICES BE CONTACTED FOR AI)OITIONAL INFORMAf10N rN;lhpr,
F:LvlLwri� dK���F I�arsed Pavement Markers -..rrc ° Types
12 WATE_#� MFIERS uV4LL NOT BE SET UNTIL_ THE CfTY HA`. kNS�'LCIEL' AND APf'R04EU ;'IL LACK--fLO'Pr NTS �_ -_--__
C6
2" WATER SERVICE TAP AND 2" METER ASS!_VB[ � AND ITS INSTALLATION. yl� IG-IO >� _
T - T r -- !m7 I

11 NOTES: r f--
TS I. EXISTING TREES AND EXISTING VEGETATION OUTSIDE THE PERIMETER CURB J LU
LINE AND WITHIN THE STREET YARDS SHALL BE SAVED TO THE EXTENT W O
{� POSSIBLE. THE CONTRACTOR IS RESPONSIBLE FOR MEETING WITH THE Z (�
APPROPRIATE CITY OF WILMINGTON R£PRESEN TATIVE (910-254-0900) ONSITE
p TO .FIELD REVIEW THE EXISTING TREES AND TO FIELD DETERMINE THE CLEARING Y QLIMITS OUTSIDE THE PERIMETER CURB LINE AND WITHIN THE STREIT
�A L� q CONTRACTOR
TTHE EXISTINGTREESBpNC�VED PRIORTREE
��N�NG FENCING THE f � Z a (J�
ROOTS THATCONFIICT WITH GRADING OPERATIONS. SEE THE LANDSCAPE PLAN ANY Fr � � L�L•• W
p FOR ADDITIONAL REQUIREMENTS. o r 1
n ��d 3W IMIT OUT DRTII£WAY• ��. + REPAR EXISTING TREES WILL BE REMOVED FROM THE SITE AS REQUIRED WITHIN THE � as V
�p Fg3,T d PATCH TFE EXfffNG � CURB AND GUTTER AND THE Eif A BUILDING PAD, PARKING LOT, ACCESS DRIVES AND WITHIN AREAS WHERE � ■fir W Q
✓✓ PAVd W AS WM IRA TD CONSTRUCT TIME NEW DR VMY �i O WM . REQUIRED UTILITIES ARE BEING INSTALLED. SOME TREES WILL BE SAVED 1N O
a THE DaNiIIIIAC 3 SHML FIELD VD IFY T1FK V 0111NO VIACP T10 A1ENC I#" PROPOSED LANDSCAPED AREAS WHERE GRADNNG CONSTRAINTS DO NOT REQUIRE
S' OOI�'TRUCTIDM. '- THE REMOVAL OF THE EXISTING TREES AS SHOWN ON THE SITE PLAN,
W
a' OM MAW THE FRONT OF THE DaLTTTNO 9110P PROWIOE A CONCRETE © 2. THE CONTRACTOR AND THE CONTRACTORS SURVEYOR ARE RESPONSIBLE W01'IN THE GUM TO TIE EXWW f� MI T. THE TOP OF 7HE FOR FIELD ENGINEERING AND FIELD DETERMINING THE EXACT GRADES ON THE�ROP NO AS IImUREIL TW CONiTRAR.'ICR V�Y TM EKff G; GRADES
W � IQYE NEW ASPHALT PAVEMENT, NEW CONCRETE, NEW 24" CONCRETE CURB AND O �
ry 4a Il �T ID ii. CONTACT THIN: FOR FRD AND DIAIIEC iDll IF A GUTTER AND NEW DROP INLETS OR CATCH BASINS. THE NEW ASPHALT .•ram
DRMNAM PAVEMENT
TOSDRA N 0KALL BE 1 THE XIIS'TIINGED AT ADROP INLETS / CANIMUM TCH BASNS AND AND SHALL BE � I Z
f 2: LLJ - - r` r' PROPOSED CATCH BASINS. THE NEW 24' CONCRETE CURB AND OUTTER SHALL] W a
i ` 1N RB /� ' r 40.9 BE INSTALLED FOR POSITIVE DRAINAGE CONTACT THE ENGINEER FOR DIRECTION VICINITY
❑
VICINITY MAP a� ZONE NEW C'lATCH IIIASIN WITH NO= DURING CONSTRUCTION AS REQUIRED. QUESTIONS DURING RIDDING $HALL. Be
PROT.-FMA LOCATE FOR DIRECTED TO THE OWNERS GENERAL CONTRACTOR. w Q
NTS ECTION
NCDOT 5' CONN(RE.TE MDNOLTHIC ISLAND. NCDOT ---
ROADWAY STANDARDS NI1 a.:2.01 REVISION IL INSTALL
FOR POSITIVE DRAINAGE.
CONSTit = A NEW NCDOT CATCH BASIN OVER THE TOP OF THE---,,,,
EXISTING 120 RCP SD PIPE. NCDOT RQAI MAY STANCAR><llS NO.
a40.01 REV. E OR 60.02 REV. B AND a40.03.
TOP CURB-41.20* FIELD VERIFY
TOP GRATEw40.70f FED VERIFY
INV.-FIELD VERIFY AND DETERMINE 33,1v5
SAWCUr. REMOVE, REPAIR AND PATCH THE EXISTING
CONCRETE CURB AND GUTTER AND EXISTING ASPHALT
PAVEMENT AS REQUIRED TO CONSTRUCT THE NEW TURN
LANE. THE CONTRACTOR SHALL FIELD VERIFY THE RB
EXISRNG GRADES PRIOR TO BEGINNING CONSTRUCTION,
NE
NEW 5' CONCRETE SIDEWALK.
INSTALL FOR POSITIVE DRAINAGE.
SAVE DS NG TREE. INSTALL
TREE PROTECTION FE NC IW- �!
SEE LEIGElD. SEE NOTE 1
SHEET C1. TYPICAL.
TI _�
�r
� 41.3
I 405
i
40�
41.5
DISTURBED
TYPICAL
bm#N#iwf
Xro Am w A 77ER
p 0 14 a AVOYAN
b"f" 4c 4^f4i
ON siPiet
D94tP44seAWL64S
NC boir PIPE
bAA d4#4r ARSA
W
.:UPVEY NOTES;
] I 'INNS PROPERTY IS ZONED RB
�? THIS PROPERTY IS NOT LOCATED IN A FLOOD
HAZARD AREA.
ALL FLEVATIQNS SHOW ARE BASED ON MSL DATUM
NG V D 1929,
4? BUILDING SETBACKS ARE FRONT 50', SI➢E 8' AND
REAR 15'
SURVEY LEGEND
IRS
IPON REBAR SET
CMF
C❑NCRETE MONUMENT FOUND
R/W MDN
FIGHT-❑F-WAY MONUMENT
PP
POWER POLE
GA
GUY ANCHDR
WM
WATER METER
DI
DROP INLET
FH
FIRE HYDRANT
CID
CABLE PEDESTAL
BP
BRADFURD PEAR TREE
CM
CREPE MYRTLE TREE
SDMH
STURM DRAIN MANHOLE
SSMH
SANITARY SEWER MANHOLE
38,2
\400 \ \
IROP MET wff" NUT
,FIELD LOGITT: FDR \ \ \ \
„34.5
Lao r
5' comm
SI ETIIAJC.
LL FOR POSITIVE DRAKAGE, F
POSM DRAP& E L TE f1./1{ ` \ \ I C
TOP=3/ 90 PrjS r' ry 38 /
INV-NA4 N.-I '
a.5 /
� , 8
368 376 39,1
1 �59.2
���`VVVV
RB
ZONE
MAINTAIN A WNIMUM Ifr VOU110 [-SEPARATION
9E1WEE N THE PROPOSED SANITARY W*FA
LINE AND THE PROP06ED STrounRAm zMw
CONTACT' THE EN014M FOR D0118JION IF 6
KrOVERQIICE EXISTIS. KE r = JHW �e
TURN LANE NOTES:
zy
1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL re 39.8
PLAN AND DEVICES DURING CONSTRUCTION WORK IN ACCORDANCE WRH THE ►Y RC/N F ��
MUTCO, NCDOT, AND CITY OF WILMINGTON STANDARDS. THE CONTRACTOR IS Itie
RESPONSIBLE FOR COMPLYING WITH ALL NCDOT PERMIT CONDITIONS AND NEW f S 9 3� E.
INSTAPPROVALS. COORDINATE WITH THE OWNER PRIOR TO BEGINNING CONSTRUCTION. ` �yKL MAWL--
Zl
2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE EXISTING CONCRETE yI,INv 34 53 \�
CURB AND GLITTER, EXISTING ASPHALT PAVEMENT AND EXISTING DRIVEWAYS
WITHIN THE TURN LANE CONSTRUCTION LIMITS ON US HIGHWAY 17 / MARKET j� #
STREET. tt
3. THE CONTRACTOR IS RESPONSIBLE FOR FIEL) VERIFYING THE EXISTING GRADES
ALONG US HIGHWAY 17 / MARKET STREET PRIOR TO BEGINNING CONSTRUCTION
OF THE TURN LANE. SEE TURN LANE DETAIL SHEET C5. MATCH EXISTING PAVEMENT W
GRADES. IT
4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING 2'-6' / 30- NCDOT
CONCRETE CURB AND GUTTER WITHIN THE NCDOT RIGHT OF WAY TO THE SITE
PROPERTY LINE. TRANSITION THE CONCRETE CJRB AND GUTTER WITHIN THE
SITE TO 2' / 24" CONCRETE CURB AND GUTTER. SEE DETAILS ON SHEET
C5,
5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING
NCOOT FOR THE REQUIRED INSPECTIONS ON WORK WITHIN THE NCDOT
RIGHT-OF-WAY.
77 38
• TWOP Z=.40 3. NO KNOWN WETLANDS EXIST WITHIN THE PROJECT LIMITS. r� Z
�bli INV 4, ROOF DRAINAGE FROM THE PROPOSED BUILDING SHALL BE DIRECTED TO 0 Cc Lu
THE EXISTING AND PROPOSED DRAINAGE SYSTEM. SEE ARCHITECTURAL PLANS
II � IN 35f,, AND PLUMBING PLANS FOR EXACT ROOF DRAIN DOWN SPOUT LOCATIONS. � � o
l
"' 4 "" 1 i i '' ' �1 5. REFER TO PLUMBING PLANS FOR THE EXACT SIZE AND LOCATION OF _
' THE WATER SERVICE, FIRE LINE SERVICE, BACKFLOW PREVENTER, AND THE < IIr
NEW CATCH BASNI WITH �T SANITARY SEWER SERVICE. MAINTAIN A MIN. 10' HORIZONTAL SEPARATION < '` � O
PRvrEcnoN. FIELD LOCAL .OR f-
POSITNE DRAIN�IQ _ � � AND 18SAN � SEWER SERVICES.�iALLL SERVICESSHALLBEINSTALLEDN cr Z
ACCORDANCE WITH THE CITY OF WILMINGTON STANDARDS. THE CONTRACOT W
TOP CUR8�38.30 � ❑
TOP TES• d • D g IS RESPONSIBLE FOR FIELD VERIFYING THAT ADEQUATED FALL IS AVAILABLE �- '
FROM THE BUILDING TO THE EXISTING SANITARY SEWER MANHOLE PRIOR TO rY' Y Z
0 • O • BEGINNING ANY DEMOLmON OR CONSTRUCTION Ir O
6. THE CONTRACTOR IS REPONSIBLE FOR FIELD VERIFYING THE SITE GRADES O Q
' PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE ENGINEER FOR < r�
f GRADE DIRECTION AS REQUIRED DURING CONSTRUCTION. (� v
`I 7. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL ❑ " = Z
, PLAN AND DEVICES DURING CONSTRUCTION WORK IN ACCORDANCE WITH THE y ' MUTCD,. NCDOT AND CITY OF WILMINGTON STANDARDS. ❑
'` hAi ���, 1 1 7
8. EXISTING 8OUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM • /�
� L O
SURVEY BY MCKIM AND CREED AND PROVIDED AND PROVIDED BY OWNER.
0Qz�
9. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED
1p I NEW DROP INLET WITH IN AREAS AND SLOPES ON AND OFF SITE IN ACCORDANCE WITH THE EROSION
�CONTROL MEASURES SPECIFIED ON THE PLANS AND IN THE SPECIFICATIONS.
PROTECTM. FIELD LOCATE'. FOR IN ADDITION TO THE EROSION CONTROL MEASURES SPECIFIED, THE CONTRACTOR
POSRl4lE DRANNAC'.E INSHALL INSTALL EROSION CONTROL BLANKETS /TURF REINFORCEMENT MATS
`T 30.00±
1 � i INV��.34 ACCORDANCE WITH THE MANUFACTURES RECOMMENDATION A5 REQUIRED
WHERE NORMAL SEED / SOD STABILIZATION IS UNSUCCESSFUL THE W w
39.8 I j l CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHO IS 2 v 0
9,3 1 I RESPONSIBLE FOR PROVIDING THE PERMANENT STABILIZATION MEASURES AND w :3 :5L
�V / _ THE TYPE OF PERMANENT MEASURES PRIOR TO BEGINNING DEMOLITION ANDCL
CONSTRUCTION. THE PERMANENT STABILIZATION MEASURES SHALL BE IN Lai t, I-
S NEW CATCH BASIN WITH IN PLACE AND ACCEPTABLE TO THE OWNERS REPRESENTATIVE AND ENGINEER Z Z V w
l �\ FTN1D LOCATE�/ PRIOR TO PROJECT CLOSEOUT. COORDINATE INSPECTION WITH THE OWNER 3 ix
0 CD
3 g DRAINAGE AND ENGINEER PRIOR TO PROJECT CLOSEOUT. p
9 1 3 41 38. \ 1 c��� ` O 10. THE CONTRACTOR SHALL DESIGNATE A TEMPORARY' SOIL STOCKPILE AREA o N.
• ON SITE. THE SIDE SLOPES ON THE TEMPORARY SOIL STOCKPILE SHALL
1 n n NOT EXCEED A 3:1 SLOPE. THE SITEWORK CONTRACTOR IS RESPONSIBLE OW„ In z I
FOR STABILIZATION. THE SOIL STOCKPILE SHALL ALSO BE SURROUNDED BY Q O w u go
SILT FENCE W �_c W � Z
38
M A II. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ANY W Z
RB CRACKED OR DAMAGED SIDEWALK PANELS AND CURB AND GUTTER N a�
3\� ZONE ADJACENT TO OR ON THE SITE. THIS INCLUDES ANY EXISTING DAMAGED
WALKS OR WALKS OR CURBS DAMAGED DURING CONSTRUCTION.
C8.6 39.0 OWNER 12. PROPOSED SIDEWALKS ABUTTING PARKING AREAS AND DRIVE AREAS
B A WILLIAM R. HOWARD SHALL BE TURN DOWN N ACCORDANCE WITH THE DETAIL ON SHEET C:5. E
�n 13. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REMOVAL OR Lo a o
39 2 RELOCATION OF ANY EXISTING UTILITY POLES / GUY LINES AND LIGHT POLES WITH LO CO (D
W WI L LI A M H (� W A {R [1 THE OWNER AND THE APPLICABLE UTILITY COMPANY AS REQUIRED. Lij°a °�
12' !( 12' OONCIRETE L3tJMIPSTER PAD Li fn
14. THIS SITE WAS PREVIOUSLY APPROVED UNDER STATE STORMWATER PERMIT _ N �~
NO. SW8 960315. N r - U ro c
WITH AN B' OPAQUE 5MIN ENCI.DSLM COOMW"TE WITH OMMIr M � � to z o
r. 0
0 39.8 38.4 YOrn;�'
/ o CITY' OF WILMINGTON STANDAR�IN9�?ES� � z � Q
n 38.3 1. CONTACT THE NORTH CAROLIO� COEE CALL CENTER PRIOR TO DOING ANY Q
9 RIQDGTED OR NEW PRECALS�T DINGING A7 iS3y{� ;yam (r, " w_ 1> w 3
' 8 STOM MIA7ER POND STRUCTURE PRIOR_ TO'�NY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE ©J o Q
SEE 5�IEET CVON FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR �`
FV ,� $.8 {/7 SW J
380 GP�� /N t7 34 , tCjO� �y ROVE, OF TREES AND NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR
m ` R��NF•� VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. Se
M4 - 5 i v .Jg ri 39 0
I W"_ 3. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS
- x 37 9 \ 1i \1w ARE TO BE THERMOPLASTIC AND MEET CRY AND/OR NCDOT STANDARDS. (,
r 38. `-�
37.7 \ 99 a 4. ONCE STREETS ARE OPEN TO TRAFFIC, THE DEVELOPER OF SHIPYARD _
- 1 1� _39 IN', " � rJ COMMONS BUSINESS PARK SHALL. CONTACT TRAFFIC ENGINEERING (RICHIE
32 T- 2 1 ' ` * /�� Hn, Q 38 F R�? 3rI Ems - a0 4 �, BROWN) TO REQUEST INSTALLATION OF TRAFFIC AND STREET NAME SIGNS.
Vc Sa a ,2 PROPOSED STREET NAMES MUST BE APPROVED PRIOR TO INSTALLATION OF
*. INV 3813` prE t 5
GTE, j I STREET NAME SIGNS.
o
N it bo°t o Il I 1 1 I $ 3a o' 1`, 5. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) L11
W MON ' /" "' 4 IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON W
UNIFORM TRAFFIC CONTROL DEVICE'S) STANDARDS.
6. CONTACT TOM PLATT WITH TRAFFIC ENGINEERING AT 341-7888 TO Z
sa a I �I; aU,t 1��>k`' '''r ENSURE THAT ALL TRAFFIC SIGNAL FACILITIES AND EQUIPMENT ARE SHOWN C�
r aS7 .'`" ON THE PLAN. ADD A NOTE TO CALL TRAFFIC ENGINEERING AT 341-78M
FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT OF WAY. z i s'Y a
t W
ag.S EXISTING FIRE HYDRANT
7. ANY BROKEN OR MISSING SIDEWALK PANELS WILL BE REPLACED. L
_ jj i "
B. CONTACT KAREN DIXON AT 341-7888 TO DISCUSS STREET LIGHTING
_ � Z
8- - �� f 5..s :r I Ic' ml n,r-P III OPTIONS.
;< 'I HA I "tf E I I All r. 9. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS C,^,NNECT;ON �---
' ' CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL ___1
I''. REQUIREMENTS ARE MET AND THE STATE HAS GIVEN THEIR FINAL APPROVAL
r CALL 343-3910 FOR INFORMATION.
r
16' CL 52 DIP S'InRMDRAJFI 10. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL
PPE UNDER BUA.DFNO • 0.30Z. APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED
SEE STRUMRAL Pig PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S
F,.'. OWNEF SIDE OF THE WATER METER BOX.
CHRISTOPHER R. AND 11. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH
STEP~ VALSON THE CtTY'S CROSS CONNECTION CONTROL REGULATIONS. GALL 343-3910 l�
N IVFOR INFORMATION. 111
1
i ZONE 12. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CITY WILL NEED
4 ! TO BE ON THE LIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE. N I I I I t I I I I I I I I
NEW DROP INLET WITH INLET
/ 39 a POSfTK DRAINAGE
P1W I W I MN. FIELD LOCATE FORsyI 3 1111V-34.810
4V7,?,9 39 / // 38 8
7
3 8 / / �38 5
5 �39 8 � I�
n
R/ ,rION
39 5 I 37.
�+ j 3 38 7
m SSMH
TOP 38 43 \
INV IN 30,14
\I INV rallf }17.II8 �1
I
39 7 l I
`l I �a 4 38 4 f 1rT "/I
39.8 � �38 1 c 3' \\
3�5 r
39 9 �^
i-4
r
<� t 9.0 FF
LEGEND
�� «•- -- -�
PROPERTY LINE
-- -
DISTURBED AREA LIMITS/CONSTRUCTION LIMITS
EXISTING SPOT ELEVATION
--
EXISTING CONTOUR
40
PROPOSED CONTOUR
a 8
PROPOSED FINISH GRADE SPOT ELEVATION. SEE NOTE 2 SHEET C2.
PROPOSED TOP OF CURB, TOP OF WALK SPOT ELEVATION.
-�®
SEE NOTE 2 SHEET C2.
EXISTING FINISH GRADE SPOT ELEVATION.
SEE NOTE 2 SHEET C2.
EXISTING TOP OF CURB, TOP OF WALK( SLOT ELEVATION.
SEE NOTE 2 SHEET C2.
NEW 24' CONCRETE CURB & GUTTER. INSTALL FOR
POSITIVE DRAINAGE. SEE NOTE 2 SHEET C2.
NEW STORMDRAIN PIPE
�••�••�•,-••-
DRAINAGE FLOW BREAKLINE
.�.�
DRAINAGE FioW DIRECTION ARROW
TEMPORARY SILT FENCE
EROSION CONTROL INLET PROTECTION AROUND EXISTING AND PROPOSED DROP
®
INLETS/CATCH BASINS. INSTALL INLET PROTECTION PRIOR TO BEGINNING ANY
DEMOLITION OR CONSTRUCTION ACTIVITIES.
SAVE EXISTING TREE. INSTALL TREE PROTECTION FENCING
SEE NOTE 1 SHEET C1.
SCALE: 1" = 30'
0 30 60 90
04024
DES. JAK III
CKD; JPN
Dwm: NKS
DATE: 4/21 /04
C2
pid A" a JVL

P
132 Harlot p)
arket
Place
'Iy oettr
canmws
)r �
unknRy
fty
0
Landing
anding
VICINITY MAP
NOT TO SCALE
NEW BONIN 01 - - - -
TOP TO MATCH
PAVEMENT
INV. - EXIST.
1$5.57t1 FIELD VERIFY
f f G PF I f t
R F,
EXIST.
REMOVE L ST
CURB & Z/
r,'r:: Ai 5' 5 L)
INV _5 42
S f
2
X
4'-
25 'R,
%
New 405 & GUTTER
ASPHAL 7
INTO
EXI.O.PnNG II
FLUME
'4 11
2.51R/
F E
'ort. FIP
it 1)r' R
NEW DROP INLI!T#3
TOP - M-00
INV. 0 36.1
17
X
'x
%
218 r
N
NEW SDMH #2
TOP w 59.15
INV. a 54.00
X
14
"J
.. .........
4
ill2
.5
E
IT9 231
r .....
--------- 1­1Z ?FI
\4-77.
C_ ?1 C R ETE
f
..j
%
r
P (ARI_T()h-]
F T M
Trc
NEW DROP INLET 02
TOP ■ 30.0 TURN DO"
INV. ■ 35.70 SIDEWALK
REMOVE EXIST.
DROP INLET & PIPE
N
Cali
-v
-1511 Fes
W/
DROP I N L E T t,
..P- NE RGf 1) 1 G S I PA TID R
70 SS
_;P 37L.:'Cj CLASS
2�4.154
EROS-SL. CONTROL
6 x 61 x 151,
RGY 01551PA'OR
B ERO. N CONT?nL � A_
RIP RAP PLUME `�t
NC CLABS
- - - -
It
ITGNE INSTALL NEW
' ,41jl
NEW CURB & GUTTER
7" ------
'j .. . ... ....
_81
.... .. .... ...
. ...... ....
\14DOT CLASS
"5" Epcslor-.'
CONTROL STO'l
0
:5.2 r
R /A'
k1 ! l~'
q,(-.nt. iii-I I I I \
5 ba
N
NAZI. PF, 40 C'
NEW DROP INLET iM
TOP GRATE - 57JO
MATCH eXIST. PIPE INVERT.
FIELD VERIFY INVERT &
REPORT TO EMINEER MX
CM-UtMATION OF OTHER INVERTS.
134.844
tp
(_4
kl
Ttt
p 1 j I P )
bIjv)
W
z
0
to
V)
W z
0
�j Era
po
0)
W
_j
0
M
PROPERTY LINE/CONSTRUCTION LIMITS
EXISTING CONTOUR LINE W/ELEVATION
+ x"''
EXISTING GROUND ELEVATION
PROPSED FINISH GRADE SPOT ELEVATION
PROPOSED TOP OP CURB OR
RAISED AREA SPOT ELEVATION
NEW ASPHALT PAVEMENT
NEW CONCRETE
EROSION CONTROL AROUND INLETS
TEMPORARY SILT PENCE
APPROVED
NOUH C,4POLINA ENVIRONMENTAL
I.IAr,'/,GEMENT COMMISSION
DNisiON OF WATER OUALffY
Date ZO kr-,\; 1 C'(C(" 1
Stormwater Permit C(.'6C)_31'5 A4CT2
E C E I V E
NOV 14 1997
PROJ #
NOV 1 2 1991
DATE PRINTED
STTE PLAN
SCALE: 111 = 20' 1
z
0
fy_
Lu
z�
Lu
0
U
z
LIJ
z
0
(D
D_
LU
2:
LIj
<
(f)
NZ
Ld
:D
7 LC) (D
Lu
n r)
E:Z�'
00
:Ez--
� 0 CY) 0)
0 CD
Ld
0 x
0 <
N
C)
z
Li
z
_j
VZD
)
z
0
C)
97342
Des, JPN
DRWN. NMK
DATe 4 NOV. L2
N4 '
'A
F-
A
T
BAR SCALE
20' 10, o' 20' 40' 60'
C1

LANDSCAPING IS REQUIRED FOR PARKING LOTS FOR THE PURPOSES OF
REDUCING AESTHETIC IMPACTS OF PAVING OR REMOVING THE NATURE
VEGETATION FROM LARGE AREAS- TO REDUCE THE NOISE HEAT AND
DUST ASSOCIATED WITH PARKING LOTS, AND OTHER PURPOSES AS
LISTED IN SECTION 67-1.
{ Id APPLICABILITY - LANDSCAPING SHALL BE REQUIRED FOR CLASS A CONC.
ALL OOFFF- STREET PARKING FACILITIES WITH FIVE OR MORE SPACES
OR THOSE AREAS 2500 SQUARE FEET OF MORE DEVOTED FOR
VEHICULAR USE. A LANDSCAPING PLAN SHALL BE SUBMITTED IN ASPHALT
ACCORDDNCE WITH SECTION 67-8.
FOR SPARKING LOTRPERIMETERSN AND FOR PARKINGSLOT INTERIORS.
/Al PA KING LOT PERIMETERS - A kANDSCAPED STRIP
I HT 8 FEET IN WIDTH SHALLBEBE EQUIRELDL ALONG
PROPERTY.Of THIS LLANDSCAPING SHALLI� ONSN Y O ON AT A
EIGHTEEN CHON STRIP'
TH I`IU ETO T T NAf RDA NTH WITH
SEVEN (27) FEET. IF AE
INCLUDED AS PART OF TH� BUFFEP STRIP. (4/230)
QA
PARKINpG,� �{T TNT RpIpR TNT RIOR LANfQ�SCAPINIG ELOT PjRI �SSC IPI IORQ�4NNOSCAPING THE
SHALL BE PROVIDED EQUAL TO 8 OF THE TOTAL AREA TO
BEHICULARFOR
EPOF PEdESTR AINGUSE EA'INTERIOR OTHER
LANDSCAPING SHALL BE IN THE FORM OF PLANTING
ISLANDS, EITHER SEPARATE OR PROTRUDING FROM THE
PERIMETER LANDSCAPING. EACH ISLAND SHALL HAVE NO
HORIZONTAL /DIMEENSION OF LESS THAN TWELVE (12
THAN ON PNO LESS
LANTED OR EXISTING TREE PER ISLAND SHAEISLAND, WITH
BEPLOCATED MORE THAN ONE HUNDREDI ANSPACE
T WENT H FEET
FROM A PLANTING ISLAND. ALL PARKING SPACES SHALL
FROM OVERHANGING CURBED
NTING PREVENT
ORHILANDSCAPED
YARDS BY AN AVERAGE OF MORE THAN ONE FOOT OR
DAMAGING ADJACENT FENCES OR SCEENS. (3/9/88)
MAINTENANCE
1 ALL EXISTING VEGETATION THAT IS USED TO MEET
LANDSCAPING REQUIREMENTS ALL REQUIRED PLANTED LIVING
MATERIAL AND ALL REQUIREb BERMS SHALL BE MAINTAINED BY THE
OWNER
DEV6F THE ELOP E PROPRTY T. 9/8N A CONTINUING BASIS FOR THE LIFE OF
(2 ARTIFICIAL FENCING SHALL BE MAINTAINED CLEANED
AND 4PAIRED BY THEE OWNER �OyF�LTHE PROPERTY bN A CONTINUING
OASIS THE OF LITTER AND ADVERTISING. SUCH FENCING SHALL
-III-III-{
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION
VARIES (10' MAX.)
AS DIR. BY ENG.
II
II
II
II
u
U
MTTE2 WIRES of
FE
J
t; II
�Q 1
II
u
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND .
SHALL HAVE A MIN, OF SIX LINE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHAH BE 5'--0' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE
1 1/2' LONG
TEMPORARY SILT FENCE
V-6"
1'-0" I 6"
� a
s a
a 3"R
r 3rR
d d
d
1 /8"R
a
CURB SECTION
NTS
SEE PLAN FOR PIPE
ORIENTATION I
FTr
I
CASTING
NOTE: USE DEWEY BROS.
CH-BN 3A FOR CATCH
BASINS AND CH-SN-47
CONC. COLLAR I I FOR YARD INLETS
L---------------- J
PLAN
CONC. COLLAR 1'-0"
ASPHALT PAVEMENT
ELEV. VARIES
in l_
PI E
PRECAST SI E
OR 6" V I ES 6" "
BRICK MASONRY
FLOW
co
3000 PSI CONC. 00
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER
SECTION
DROP INLET DETAIL
NTS
i*, Zi 1•�
QJ0
COARSE ADC#tk. 7E
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1PER COURSE
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT
PRECAST 4'RISER
rtsRING
T
RW 1%FUM; o t a" or
5 3/4'
RINGS
STORM DRAIN MANHOLE DETAIL
NTS
4" CONC. SIDEWALK
w/6x6-10/10 W.W.M.
e
ca
TURN DOWN SIDEWALK
NTS
W XF t gOU FPAE
AW ORATE
FFEW CATOf M6N
ASPHALT
e�
eeeeeeeeei �
weep ear
� e�eeerr!
s_
TEMPORARY GRASSING_ DETAJI
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL
(* SEE BELOW)
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM
SEED BED IS PREPARED 4-6 INCHES DEEP,
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
*APPLY: AGRICULTURAL LIMESTONE - 2000 LBS/ACRE
FERT10-10-10 - 1000 LBS/ACRE
MULCH - 2 TONS (APPROX. 80 BALES) SMALL GRAN STRAW/ACRE
ANCHOR - TACK w/ LIQUID ASPHALT O 400 GAL/ACRE OR
EMULSIFIED ASPHALT O 400 GAL/ACRE
SEEDING SCHEDULE
AUG 15 - NOV I TALL FESCUE 30 LBS/ACRE
NOV I - MAR 1 RYE (GRAIN) 120 LBS/ACRE
MAR 1 - JUN 30 KOBE or KOREAN LESPEDZA 90 LBS/ACRE
(SCARIFIED)
COMMON BERMUDA GRASS 50 LBS/ACRE
(HUL UM)
JULY 1 - AUG 15 COMMON BERMUDA GRASS 50 LBS/ACRE
(HULLED)
BROWNTOP MILLET 20 LBS/ACRE
ALL DISTURBED ARES SHALL BE SEEDED WITHIN 30 DAYS OF THE
COMPLETION OF GRADING,
CONSULT CONSERVATION ENGINEER OR SOIL OONSERVATM SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
WNI HOOPEP Im
AN? 6RATE
'FlTION
5TffAW an INff DETAIL
GRAVEL FILTER
OVERFLOW
RUNOFF WATER
w/SEDIMENT---
SEDIMENT
SITE
WORK NOTES:
1.
THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS.
2.
CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF
z
WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS
0
TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
3.
CLEARING AND GRUBBING: REMOVE ALL TREES, STUMPS, ROOTS
0
to
SHRUBBERY, ASPHALT, CONCRETE STRUCTURES BURIED) UTILITIES,
o
z
STORAGE TANKS, ETC. WITHIN LIMNS OF CONSTRUCTION.
Ln
4.
UNSUITABLE' MATERIAL ALL TOPSOIL,
WOOD, LEA: VES, AND ANY OTHER
5.
MUCKING: REMOVE ANY SOFT ORGANIC SILT MATERIALS AND EXISTING
1
BURIED CONSTRUCTION DEBRIG AS REQUIRED AND FILL TO SUBGRADE
WITH A CLEANSELECT-FILLCOMPACTED AS SPECIFIED.
6.
pELEVAATIIOONS
OR
DWITHOIALLHALL BE
REM, VED; FROM SI�', VD D$SPbSED STRIPPED
APPLICABLE LOCAL AND STATE CODES.
7.
BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL
o
REQUIRED
OPEATIONSAND OBTAIN ALL REQUIRED PERMITS ASSOCIATED
m
HUIBORROW
I
L
8.
FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
RECEIVE FILL SHOULD BE PROOFROLLED ► p A 10-TON VIBRATORY STEEL
WHEELED ROLLER TO COMPACT THE TOP 8 TO AT LEAST 98% OF MAXIMUM
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP
5M OR SC FILL MATERIAL SHALL THEN BE PLACED IN LAYERS NOT f0
EXCEED 8 AND COMPA D TO AT T 95% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY AASTM D-698 . WITH THE UPPER 12 INCHES OF
SUBGRADE BEING COMPI�CTED TO 98 OF THE STANDARD PROCTOR MAXIMUM
DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED
THE UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO
AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE
MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER
SHALL BE WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF
HARROWED I REPEATEDLYNOR OTHERWISE AERATED WITH SU EQUIPM BE
TOAbLE
UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED
IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL
TIMES.
9.
LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
10.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
EXISTING UTILITIES DURING CONSTRUCTION.
11.
EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
HOBBS SURVEYING COMPANY, INC. AND PROVIDED BY OWNER.
12.
THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13.
THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
AND AUTHORITIES. EXISTING UTILITIES WITH APPLICABLE
AGENCIED
14.
ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO
NCDOT STANDARDS.
15.
WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17.
SEE GEOTECHNICAL REPORT - N/A
18.
CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
19.
5EINF. CONS. PIPE SHALL BE CLASS III W/FUBBER GASKETED JOINT OR
RAM NECK. INSTALL PER MANUFACTURERS REQUIREMENTS.
20.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
TYPE III,
FACTORYEMIXED,LQUICK DRYING, NOALKYD
BLUDING�-P-115'
21.
NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO
3 HORIZONTAL.
22.
ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF
DISTURBANCE.
23.
ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
PROJECT IS COMPLETED.
24.
MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
25.
INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR
AS SOON THEREAFTER AS POSSIBLE.
26.
MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE
ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY.
27.
REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-
OUT.
28.
REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS
OF NEW WASTE AND WATER LINES.
K
WIRE SCREEN
FILTEREC WATER
■Immlio
■ m"
DROP INLET w/GRATE
WIRE SCREEN
RUNOFF WATER �R- -
w/SEDIMENT---- ,
SEDIMENT)
WIRE SCREEN
RB INLET
L - CONC. BLOCK
GRAVEL FILTER
r- FILTERED WATER
I I�
CURB INLET
-2x4 WD STUD
SPECIFIC APPLICATION SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS THIS METHOD OF INLET PROTECTION IS
APPLICABLE WHERE HEAVY FLOWS ARE APPLICABLE AT CURB INLETS WHERE AN
EXPECTED AND WHERE AN OVERFLOW OVERFLOW CAPABILITY IS NECESSARY TO
CAPACITY IS NECESSARY TO PREVENT PREVENT EXCESSIVE PONDING IN FRONT
EXCESSIVE PONDING AROUND STRUCTURE OF STRUCTURE
EROSION CONTROL AROUND INLETS
NTS
r�
u
Q
O
W
Of
LLI
=
U
Qf
__j
LLJ
F-
Q
W
W
O
U
0
LLJ
U
O
Q
(�
W
L_J
O
Q
w
D
4) >
z T) o
w (0 (0
Cn
Q I 1
= ram} r
zz� �
�0mCD
o�
zzLL�
z
o 0Q
V
Z
u
ch
w
Z
(D 0
Z
W
An
Z
CD
V)
Z
0
U
97342
DES, JPN
DRWN. NMK
DATE 4 NOV. 9
*a��Ne.eeeeeae„sr
-\N cAR •.
r
AL
1
1196
�0
it
C 2

m
E
N
G
e
EDGE
CONCI
NCDO'
LOCH'
REMO'
G UTTI
AS R!
NEW
ELEV�
IPIEL.l
ELM
EDGE
NEW
GUTTI
EXAC'
ALONG NEW DRIVE.
SHWY� 74 - tASTWOOD ROAD
U..
ERGENCY
ION
N TO
AND
)UIRED
AFTER
'LETS
NCDOT CLASS B
EROSION CONTROL
STONE
32.50
FOREBAY
INLET PIPE
TOP OF BANK
3&00'
E
0
O
U
Z
Z
w
a.p
Z
_O
a
Y
Y
C
�3
0
2
Y
ui
o
0
N
x
w
0
N
z
Ln
a
o
ir
Li
J
O
cr w 04 I m
— —
PROPERTY LINEXONSTRUCTION LIMITS
- --
DIRECTION OF RUNOFF
O
EXISTING IRON PIPE
� 22---
EXISTING CONTOUR LINE W/ELEVATION
+ago'
EXISTING GROUND ELEVATION
39.00
PROPSED FINISH GRADE SPOT ELEVATION
PROPOSED TOP OF CURB OR
38.50
RAISED AREA SPOT ELEVATION
NEW ASPHALT PAVEMENT
:•
NEW CONCRETE
®
EXISTING 3x3 MONITORING WELLS
EXISTING POWER POLES
EXISTING DITCH
LANDSCAPED ISLAND
EROSION CONTROL AROUND INLETS
NOTE: ALL DIMENSIONS NOTED ARE FROM THE
FACE OF CURB TO THE FACE OF CURB
-�MPORARY GRAVEL
DNSTRUCTION
TRANCE
EE DETAIL)
G
0 7
•=�JSy(a�,'3l5
4 E C E! V E
APR 121996 IJ
SITE PLAN�
SCALE; 111 = 2o,Ql
PRINT,
BAR SCALE arN I 13YY6
20' 10' 0'
20' 40' 60'
Q�
U
z
�
O
Q
U
�
W
zWo
Q
�z
a-
Q
=
wLliH
f-�
cry
z
z
w
w L0 0
0,10)
! I
�U��
-o 0
=z�Y-
cl� o
ZZZ
a0a
U
Z
�Q
V
Of
W
Z
0
Z
W
0
Q Z
H
J
Ln
Z
4 O
q U
95315
Des. JAK III
DRWN. KFD
DATE 1l25/96
`\`,�yU
SEAL
�•• 11966 • co
011111100
cl

SITE DATA
TOTAL AREA: 1.92 ACRES
DISTURBED AREA: 1.92 ACRES
ZONING: B-2
PARKING REQUIRED: 17 SPACES
PARKING PROVIDED: 18 SPACES CLASS A CONC.
IMPERVIOUS AREA: au�����c 2' FF
ASPHALT:'51°a°a SSF ASPHALT
LANDSCAPING AREA REQUIRED: 2,888 SF
LANDSCAPING PROVIDED: 3,449 SF
LANDSCAPING IS REQUIRED TF�OR� PARKING LOTS FOR THE PUERPOSES OF
VEG�I`ATNION 0 �GE�AREAS- TO REDUCE REMOVING
NOISE THE NATURE
DUST ASSOCIATED WITH PARKING LOTS; AND OTHER PURPOSES AS �
LISTED IN SECTION 67--1.
1 APPUCABILITY - LANDSCAPING SHALL BE REQUIRED FOR
ALL -STREET PARKING FACILITIES WITH FIVE OR MORE SPACES
OR THOSE AREAS 2500 SQUARE FEET OF MORE DEVOTED FOR
VEHICULAR USE. A LANDSCAPING PLAN SHALL BE SUBMITTED IN
ACCORDANCE WITH SECTION 67-8.
LANDSCAPING
INGOPERIrERSS AND FOR PARKING INTERIORS.
P 8 iCIFEETNE� 01N WIDTHR BRE�sREQLANDSCAPEDILONG STRIP
PR OF A�� KipNR NG SNALLIDGONSI Y OF NEAT A
PROP
M� NTHEVEGRE OR ECI U US TREE EVERY
El G EN 1 TO -SEVEN 7� FEET. IF A
I IS R UI INN R AN4 WITH
I�U ED P F TH BUFF STRIP. 4�2�9�}
ARK( IN &I�PNTERIOVU
�LAND��NG TM
E PR D Q TO 8% OF THE TOTAL AREA TO
F�l PAKING. I/ING-AREA, IJTE FOR OTHER
1'-0"
I
6"
R
I
� t 1/If
r 3"R 3►"R
4
d. • a41
a d a..
„R 8e .
a �
4
CURB SECTION
NTS
HI E 0 P USE. I RIOR
LANDSCAPING SHAM BE IN THE FORM OF PLANTING
ISLANDS EITHER SEPARATE OR PROTRUDING FROM THE
PERIMftR LANDSCAPING. EACH ISLAND SHALL ON OF LESS THAN.TWELVE S14SS
HAVE NO
rAITFEI-IAETd• ONV&oHORIZONT END10 HExILNGD SHHAELEL HAVESN�NTM ORIENTATION O- PIPE
BY AN AVERAGE OF MORE THAN ONE FOOT OR
DAMAGING ADJACENT FENCES OR SCEENS. (3/9/88)
MAJNIENAMCE
lulATERf:APIANDEEAQlIREC RETATHAT IS USED TO MEET
S RCQSIHAELLD BE NMAINTAIN D BY THE
OWNER OF THE PROP 0 BAERCONTINUING BASIS FOR THE LIFE OF
THE DEVELOPMENT. I�3 9/88)
r�i
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
VARIES (10' MAX.) J
AS DIR, BY LNU,,
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
SPACING.
2, FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-� IN HEIGHT AND 8E OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN 19 WIRE STAOLE
1 1/2" LONG
CONC. COLLAR
PLAN
NOTES:
1. SIDEWALK THICKNESS SHALL BE 47 UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO ir AT DRNEWAYS.
4. THICKEN SIDEWALK TO Ir IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1• [2" aPANSION JOINT fiJ.) REQUIRED AT 50' MAX. AT SIDEWALK
J S. AT STRUCTUR . AND AS NOTED ON SITE PLAN.
6. PROVIDE A LAYER OFSTR 1 BLDG. FELT BETWEEN WALK AND ADJACENT
PARAWNG CURB OR RE
7. REINFORCE w/6x6-10/10 W.W.M.
EILDG-STItLI=RE
PLAN
SIDEWALK -JOINT DETAILS
CASTING
NOTE: USE DEWEY BROS.
CH-BN 3A FOR CATCH
BASINS AND CH-SN-47
FOR YARD INLETS
1'-0"
CONC. COLLAR
ASPHALT PAVEMENT
ELEV. VARIES
PIPE
PRECAST SI E
OR 6' VA TES 6"
- J
BRICK MASONRY
w
Q--------- I
FLOW
io
3000 PSI CONC. aol
SECTION
DROP INLET DETAIL
VS
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
ANCHOR FABRIC SKIRT
AS DIRECTED 13Y ENGINEER
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GE07ECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION
15' DIA. all
INV. 34.50
e SIDEWALK
NOTE
1. BASIN, FRAME AND GRATE MAY
VARY IN NONESSENTIAL DIMENSIONS.
2' X 3' PRECAST CONC. BASIL
W/ KNOCKOUT PANELS
ALL 4 SIDES
,. rrrrl nrn•n (may OR ASPHALT COATED)
O.C. EACH WAY WD
ATTACH SCREEN WITH
GALV. LAG do WEDGE
ANCHORS
1/2" OPNG. GALV. OR
ALUMINUM UPANDED
FETAL SCREEN
1 A' I.D. INLET PIPE -
GROUT IN PLACE
INV. 34.50
COMPACTED SUBGRADE OR G'
1/8'R TOOLED
JOINT
NT WITEML
EXPANSION JOINT (E.J.
1 /4 x1' DEEP w/AN
-_I rR TOOLED JaW
•y l �
CONTRACTION JOINT (C.J.)
kKil
Iaral
CRUSHED STONE.
SECTION ELEVATION
DETENTION POND OUTLET STRUCTURE
N.T.S.
CUT OR TOOLED
JOINT
EXPOSED CONC.
EXPANSION AGGREGATE ON RAMP
JOINT (TYP.) ;
i '-
BROOM FINISH PERPENDICULAR
TO PEDESTRIAM FLOW DIRECTION
PLAN
3" PSI
CONCRETE CUT OR TOOLED 1/4 1/2"R
JOINTS
r-
F • a $o
1., III=III-I I 1=III-1 I j- -10
6xs-10/1 D W.W.M. COMPACTED p
SUBGRADE
1=
i�--'
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
V-6y x i'-0" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
TO READ "RESERVED PARKING'
WITH IDENTIFICATION SYMBOL. o
BOLT TO WD. POST W/ 3/8' CANDIUM
PLATED NUTS, BOLTS & WASHERS.
9" x 1'--0" x .080 STD ALUM. SIGN ---
TO READ "VAN ACCESSIBLE'. o
BOLT TO WD. POST WITH 3/8" CANDIUM o
PLATED NUTS, BOLTS & WASHERS
0
9" x V-0' x .080 STD ALUM. SIGN o
TO READ "MAXIMUM PENALTY $100,
1 - I GS 20-37.6. BOLT TO WD. POST
COLORS WITH 3/8" CANDIUM PLATED
LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS.
MITE SYMBOL ON BUX BACKGROUND FINISHED
sACKGRouND - MIrE TREATED WOOD 4 x4 POST. GRADE
MAXIMUM VAN
-IIII I- _
_ _
` Phi oo �.► ACCMIBLE
,: �_ ,r I -III - I I I, I I-1 1 M
LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN
BACKGROUND -- WHITE BACKGROUND - WHITE I Ed I III -I I _
-
TYPICAL HANDICAPPED SIGN DETAIL
NTS
TOP 36.50
SEEDING MIXTURE
SPECIESI RATE (lb/acre)
PENSACOLA BAH)AGRASS 50
SEWCEA LESPEDEZA 30
COMMON BERMUDAGRASS 10
GERMAN MILLET 10
TALL FESCUE 50
SEEDING NOTES
1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA,
2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE-
COME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 lb/acre CENTIPEDEGRASS.
SEEDING DATES
APRIL 1 - JULY 15
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 lb/acre
GROUND AGRICULTURE LIMESTONE AND 500 lb/acre 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 lb/acre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH, ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING
WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL,
MAINTENANCE
REFERTILIZE THE FOLLOWING APRIL WITH 50 ib/acre NITROGEN. REPEAT AS GROWTH
REQUIRES. MAY BE MOWED ONLY ONCE A YEAR, WHERE A NEAT APPEARANCE IS
DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED.
GRASSING DETAIL
PLAN
WHEEL CHAIR RAMP
t r t 1 /7 I-Z
4 a
VeompAcrim
SUEM14M
SECTION
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
WHEEL CHAR- R&ED_
GRAVEL FILTER
OVERFLOW
RUNOFF WATER
w/SEDIMENT_rc
m
SITE
WORK NOTES:
o
1.
THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
a
FIELD CONSTRUCTION CONDITIONS.
c
w
2.
CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF
p
WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS
TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
3.
CLEARING AND GRUBBING: REMOVE ALL TREES, STUMPS, ROOTS
N
od
SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES BURIED UTILITIES,
W
O
3:
STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION.
o
4.
STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
o
0)
z
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
o
a
5.
MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
rn
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT FILL COMPACTED AS SPECIFIED.
6.
DISPOSAL: CLEARED, GRUBBED STRIPPED OR EXCAVATED SPOIL SHALL BE
REMOVED FROM SITE AND DISMSED OF IN ACCORDANCE WITH ALL
--
o
APPLICABLE LOCAL AND STATE CODES.
i
7.
BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL
-j
REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED
WITH BORROW OPERATIONS.
}
8.
FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
N
RECEIVE FILL SHOULD BE PROOFROLLED > TH A 10-TON VIBRATORY STEEL
WHEELED ROLLER TO COMPACT THE TOP 9 TO AT LEAST 98% OF MAXIMUM
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP
SM OR SQ. FILL MATERIAL SHALL THEN BE PLACED IN LAYERS NOT fO
EXCEED 8 AND COMPACTED TO AT EAST 95% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY ASTM D-698 WITH THE UPPER 12 INCHES OF
,
SUBGRADE BEING COMPACTED TO 98 o OF THE STANDARD PROCTOR MAXIMUM
DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED
THE UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO
AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE
MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER
SHALL BE WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF
THE MATERIAL IS TOO WET TO SECURE PROPER COMPACTION IT SHALL BE
HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT
UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED
IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL
TIMES.
9.
LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
10.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
EXISTING UTILITIES DURING CONSTRUCTION.
11.
EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
HOBBS SURVEYING COMPANY, INC. AND PROVIDED BY OWNER.
12.
THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13.
THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE
AGENCIES AND AUTHORITIES.
14,
ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO
NCDOT STANDARDS.
15.
WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS,
16,
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17.
SEE GEOTECHNICAL REPORT - N/A
18.
CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
19.
REINF. CON.r. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR
RAM NECK' . INSTALL PER MANUFACTURER'S REQUIREMENTS,
20.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
SHALL BE A CHLORINATED RUBBER ALKYD FS TT-P-115, TYPE III,
FACTORY MIXED, QUICK DRYING, NON -BLEEDING.
21.
NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO
3 HORIZONTAL.
22.
ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF
DISTURBANCE.
23.
ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
PROJECT IS COMPLETED.
24.
MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
SHOWN ON THIS PLAN ARE NOT EFFECTIVE,
25.
INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR
AS SOON THEREAFTER AS POSSIBLE,
26.
MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE
ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY.
27.
REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-
OUT,
28.
REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS
OF NEW WASTE AND WATER LINES.
WIRE SCREEN
FILTERED WATER
mimmiso
13
•
FILTERED WATER
-1 IIIIIIIIiII
ICI IIall s III,�II a
'I -A.
GRATE SEDIMENT
VDROP INLET w
SEDIMENT /
WIRE SCREEN CURB INLET C
2x4 WD STUD
SPECIFIC APPLICATION SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS THIS METHOD OF INLET PROTECTION IS
APPLICABLE WHERE HEAVY FLOWS ARE APPLICABLE AT CURB INLETS WHERE AN
EXPECTED AND WHERE AN OVERFLOW OVERFLOW CAPABILITY IS NECESSARY TO
CAPACITY IS NECESSARY TO PREVENT PREVENT EXCESSIVE PONDING IN FRONT
EXCESSIVE PONDING AROUND STRUCTURE OF STRUCTURE
DATA
EROSION CONTROL AROUND INLETS ArK I jyy6
NTS
95315
DES. JAK III
DRWN. KFD
DATE 1 /25/96
CAl�
S E A L
11966 '(h-
ALL 1p%t,,��`
C-2
�, - - -- - - - -i- - -
' {S 4