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NORTH = 349,072.5761 t' i
C2 SITE LAYOUT PLAN _ _ _ _
- - - .._ EAST = 2,579. 72.5722 a
_-_ ___�______ _____ PROJECT SURVEYOR JOHNNY J. WIWAMS LAND SURVEYING, P.C. EMN NO. 203 0
C3 GRADING AND STORM DRAINAGE PLAN ___.___
C4 UTILITY PLAN ----- _ P.O. BOX 778, BEULAVILLE, N.C. 28518 NORTH = 347,852.7856 E
- 1 -29 -2310 EAST = 2,581,261.7860 0,1
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C5 DETAILS - EMAIL:PHON 910-298-8272 FAX: 9 0 8 W N p
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NCDENR STORMWATER CALCULATIONS SITE DATA: 0
IMP. AREA DRAINING TO IMPERVIOUS AREA TOTAL IMPERVIOUS SITE AREA 1.03 AC (44,867 SF) SWANSBORO z SITE MOREHEAD M D
ITEM INFILTRATION SYSTEM DRAINAGE OFFSITE AREA ON SITE ZONING B-20 M N.C. 24 w i
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BLDG SQUARE FOOTAGE i`��= VICINITY SKETCH
TOTALS 24,917 2681 27,598 PROP. WACHOVIA 3913 a° A.'4( ( NOT TO SCALE ) i o
SITE BUILT UPON AREA (BUA) = 27,598 44,867 = 0.62 PARKING: REQUIRED 3913 X 1 SP/200 SF = 20 0 2° Q Z
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LANDSCAPE CALCULATIONS AND REQUIREMENTS: .�m� NORTH = 349,072.5761 a ,r, <r
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INTERIOR LANDSCAPE REQUIRED (6%) 1284 SF EMN NO. 203 �, - N 1
. INTERIOR LANDSCAPE PROVIDED 1310 SF NORTH = 347,852.7856 1
EAST = 2,581,261.7860
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j ` ' _ - R/W = RIGHT-OF-WAY
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-`� -- / Q = PROPERTY LINE
I jI! _ 40 / :16 = FIRE HYDRANT
�.
_1 H ! �-� D 17 ` Pi = WATER VALVE cc 2 W
1 - 4G cr
END SILT GRATE 39. 6 40.0 EXIST. rAPPROX. LIMIT / WM = WATER METER W
FENCE I(FIELD ADJUST) OF DISTURBAN E
INV. 37.0 TIE-IN GRADE / � UP = UTILITY POLE D
DI7 39.9 EXIST. , (CONFIRM / BEGIN SILTFENCE _ -SL = SECURITY LIGHT N0
I / GRATE 39.6 50 CONSTRUCTION ENTRANCE ) �TBx TELEPHONE BOX 2
:I I l r INV. 36.5 TIE-IN GRADE / \ „�. ... ' - ■ '- '- __.i CE TO FACE fx
!{ ! (CONFIRM) BEGIN SILT FENCE END SIL �' •. 8 - EIP - _ Q
■
- ��-- -s e -" ,; .� , ,�� = /� N 63`12 38' E ; - - FA INTERIOR LANDSCAPE 0
40.7 �,,. ...� : •����,---•�-+r.:�-. \ FENCE
ill
l �`--M"M _ 1BP•RCP'- ""_'■'��■��■ '. N 63 0• .-_'.__. 100. 5 IP":+ 10 STRIP - - - - - BFP = BACK FLOW PREVENTER
rf , - /�N 64'55'21" E 103.5' Via' SIP 41,'� �'; ri 2 = 39.5 o ---�-
�. ! SILTFENCE
X� 3g . 3
I
( .�//_1O ;� -_\ ` EIP - FE FE 1
1 ii 1Q°STRIP _12 '-._ � 41_2 }- � 94 -
42- 41 4 � X � -�- - LIMIT OF DISTURBANCE
.0.1 �� 41.2 .�; 42 43 -. = _ R> �1 SURFACE FLOW DIRECTION
1 _____: _.,
!1 S TW TOP OF WALK
2
� � �:' �, 11111
- il l � �=
FE = FINISHED ELEVATION
40 i r 1. ,' �C � tt�� �' s FFE = FINISHED FLOOR ELEVATION
1! ��i' /� BEGIN I 1 pp Gi 42.92 FE 0.8% 0.5% 43.1� ____---
- X C:D
/� RW �:4 8 :: 42:- ��l ,� 43.02 X �a TC = TOP OF CURB
T
( n, X ,43 9
� i, T.40.5 �,` . ! ix'S FE1 FE 25 REAR YA=Rd, N 1 INV. = INVERT
X
i' ; ; // B.40.5 ■ 1; - CO INV. -: _ O SETBACK ORBS NOTES:
42.$9
6 FE X
a. ■ �i � SURVEY
cam,i = 42.84 .ems 66 ■
/ RW ■ 25 42.91 0 Sg z
p ■ I ;:r `::Jl �' X �j THE PROPERTY SHOWN HEREON IS NOT LOCATED
' T.43.5 X FE h/ U. r - [ ..._.�- a- 1)
II , s . ■ p zi WITHIN A SPECIAL 100 YEAR FLOOD HAZARD AREA
I s j�[
6.39.9 c� c� I 4:.25 `�
I w z ,� � } 42.81 i -- pl �' • ACCORDING TO FLOOD INSURANCE RATE MAP (1111 }
CARTERET CROSSING, LLC ■ ;
C J 4= NO. 3720538400J DATED JULY 16 2003 r °'� ^}
1 0 M n
DEED BOOK 1171, PAGE 480
cD .z I �.. =- i i ,! J '} ; % FE X `t €` 42.74 X _ ,--- 1 I o
"' Q ■ Q� to FE O _ 2) ALL N.0 GRID DATA SHOWN HEREON IS BASED N N
TRACT 3 ' I
MAP BOOK 30, PAGE 953 Q III S9 AREA A SPECIAL 100 YEAR FLOOD HAZARD
■ ON NAD 1983 A
AF'PROX !LIMIT -I CO/,9 ' 8" SCH 40 PVC 00 l_ -t ,� o ' IT ACCORDING ►�
APPROX LIM
a 1 OF DISTURBANCE
N N
■O / CO INV. ", " '$ - 42.6 FE U' 3 ALL DISTANCES SHOWN HEREON ARE HORIZONTALI I
OF DISTURBANCE ■ - MARINE FEDERALDIT UNION ) LL DIS DISTANCES UNLESS OTHERWISE NOTED
INGRESS at REGRESS ;! ,�■ 41.3 X c� o CR o a o
__ 43 5Q' CONS I KUCTION EN RANGE '� ¢ I rn TF'ACT 2 EN.
EASEMENT PER II • ec j _-__-___ 4�2.65 X 43 4 _: _ 1 3 --�- 4 DEED BOOK 857, PAGE 348 4) COMBINED GRID FACTOR = 0.99992512 ��
PAGE 953 ■ 43 ,i 3c?lL 3.4" 43 r . . : : . . ,'
MAP BOOK 30, FE ' , ■ ' 5 PROPERTY IS CURRENTLY ZONED B20. O cc) O 4
I J■ ,_b . FE ., CO INV. : 43.2 in I TBX UNDERGROUND } ETB W N c�to � co
■ 42.3 P ;leTELEPHONE
d ■ LINE __ REAR 25 Z N U, JB3
6 K RON 4 N N
-- �I r TOP 41.o z v'i N
i _ INV 36 a
f
I 1NSYSTE TION Z
SIDE a
X 7} ALL ELEVATIONS SHOWN HEREON ARE BASED ON O O ' co
gg • Z •
43.8 �" c� oo c��c �n 6 I 1- 1 1 _ ^ t SYSTEM 0 > SEA 198 )
_--_ t.. _I : �_ in' • Z! 43.9 I 39.0 39. D I 2 - MEAN LEVEL (NAND 8 q p N
}
i I �,'c 5 I-■I-0 __ _ o - F.F.E. - > X FE 38.5 FE ' GRATE 37.7 8 CROSS ACCESS AND CROSS PARKING CURRENTLY V p`� c�.y(��O
4 1 I, - ,y:. o • w• TION o �_ 38.5X FEXl i INV. 35.2 _ ) i=Z��o 4 zrn
C.
i I „ „v N� POR ' o F Q-v.,v�
INSPT
■
Z
"" ' EXIST ON THIS SITE
\(, �� ( . ■ ' ( � �: • EN S: � NNVa ��`34
GINEERS NOTE
t f : -
. a ! 1� /� l j U 3 .■ 7 EXISTING BOUNDARY AND FEATURE /NFORMAT/ON,
I
;, i ? w w U ■ ' CO -- 1 - ' A • OD I PROVIDED BY AL TA/AGSM LAND TITLE SURVEY OF
ICI_ o ,, ■ _- f�` -, 7: I II ✓OHNNYWACHOVJ WILLIAMS LAND SBURYEYING, P.C. W
r � 4 ri.. - Q 2
PROPOSED SITE WORK BY OTHERSa �' OF - STORM- 0 w U ' -� : �_- , EXIST. EDGE BY 5E0/MEN A O. SOUTHERN RIGHTOF
AEROSION CONTROL PLAN &Y OF NC. HWY 24 f MST R W
Z w „� fill
d �� PAVEMENT N, CARTERET CROSSING SHOPPING CENTER, V- WATER PLAN,x - ■ 1 ,� =-- w InC° IREVISED SEPT. 78, 2000, BY OCEAN 5/DE ENGINEER/NG
_ ff�.0 5 - BLDG. UNI~16EARIN6.N_64'923 � J • AND SURI/EY/NG C.� �'
,,, J o ■ 43.73 Tt
■ _ � I �� up TRA✓ AN TIJRN LANES OF NC. HWY 24 APPROX/MATED (v
65
■ 43. 2� 43.2
RW ■ 1$ HDPE - 2.9 ''� ''� IPHOTOGRAPHYtt
CONC. WALK
RO NT BL
4D G SETBACK =� � d- �
i I T.3 .5 ■ /X
25' - i TOP 42.2 ._ .2 AC.
s Z M in •
I I B.38.9 - - ' N o 0o co V
r7
1 i Z
- I � 4 D/ST AREA -� 1 Q
�_`, D I 3 INV. 40.0 .a- 1 0 o3 r•� w / N'
L SITE BENdARK II • 43.0 r.- • " 1
+` - 42.6 FE 5 RCP 0.5% " > 5 ALL EL i✓AT/l S ARE TOP OF CU UNLESS OTHERW/SE
MAG NAIL 38.5 OPASS BOX - JB5 J
BYP 1 •
4 -
i
2.9 T 42.3
�5 RCP
8' RCP TOP 42.5 JB4
�- ACCESS EASEMENT PER �� NOTED �
■ .03
ap DEED BOOK 754, PAGE 260 f 6_ NO WETLANDS ON SITE. W'oo
l END RW
43
4 _- - _ - _ _-7 illVV. 39.8 r TOP 42.• , a / �N
I - T.39.0 _ 43 8 rNV: INV. 3 D >i �N t j
- ,\ B•39.011 i 41 '
DROP INLET DI5 1$ RC WIR 40 r ) ,• TOP=37.94 O
il
/INV.=33.52 GRATE38.3t �� TBX - n� 39 #A161r,:14 4111a,i 3•yl:�' �7 ' �.0 :18_11.sfy.
s6 JB2 /INV.34 DJUST) � .,8 RC ii►. : S 68"10 46 W - 73.45' 3 ► �■■�■/" CP OP34 8_ _ ' EMN �� i _ ► IP8 f/d3- _ 15 RCP GUY wIREs NV / / /, S 63'20 a1. W • 17.66® 17.6•J� DI4 GRATE 37.0 ,6 CONC. SIDEWALK _
S 67'S1'S8" - 69 -�
30.00 33.82 0 25-- ______... -.. = � INV �hh rye - ES6 53 , _
_ T.... ... - sr _ -- D I 17 --- W cli Q
W 1 0 - .15';____
ct
- / MIN. CONC. HIKE�BIKE - -
- • ,i Eta
• T)F.Ai L _.._
18 0.4% -----------
■ V -
-.--._._- � BEGIN \ - -
a � - - BEGINNING 4. S 63'05'14" W FENCE POINT OF m k '""'0.
SILT
SILT FENCE
I � � 0 0<C
35.32' \ _ DROP INLET ___ _ Q In C.) `
TOP=37.04I
__ CURB INLET -
INV.=33.82 UNDERGROuND �1 �APPROX. LIMIT
__ i' ♦� OF DISTURBANCE - - --- _ _ �A�
TOP OF CURB-.= 38.94 TELEPHOf� � �:NES ._, -- ------ ,
* S. INV. = 33.17 /
RAISE TOP TO 38.67
AND PROVID� r,01 ttl_.- '", ���
S. INV. = 32.90 COVER. DO NOT __ .�C
E. INV. - 33.04 CURB INLET �*'1;, `�,,
COVER WITH CONCRETE, ;
�� = CURB INLET --- 10 ®,, 't 7n., ���
TOP OF CURB38.41 / '.
TOP OF CURB = 37.06 - EA L
�� N. INV. = 33.38 - I z
I W. INV. = 33.38 N. INV. = 32.39 -
��
E. TRV. 33.42 W. INV. = 32.34 ! c
S. INV. = 32.60
--- 2�4419
%/q1 c
ifr
��. _- --� -- -_- yy RAISE TOP TO 37.26 ---- ' , �✓ `
-==- __ - fl AND PROVIDE SOLID _. - # T. �+ „ "
-"�__`C� _ sof \ f f� -- COVER. DO NOT ----- - I
\ i COVER WITH CONCRETE.
DROP INLET - __
___ ,� _ fi - Y.
TOP=36.38 _-_-- (DESIGNED B MTA�
• / Y.
_ ��___ -_..____ _ - -�---- CL�'AN � I h / �- - INV.=32.91 ---
DRAWN B HWL
_____- o10 �Q W. B Ai
II N C um+ HIGHWA YRiES
U ALI Y CONTROL: MTA
-- -! SCALE: AS NOTED
J DATE UMBER. 12 2 7
_ _ - SD
- --
r 595
- FILE N
- - 1 04
CURB INLET _ - _ - - - - - < /--
1.4 '� TOP OF CURB = 39.40 -_ I
- - - - - - f GRADING AND
--_." - ----N--�Nu- z - - -- I I STORM DRAINAGE
- W INV. = 32.6 �` CURB WLET PLAN
- --- - E. INV. = 32.5
TOP OF CURB = 37.14 20 10 0 20 40
N. INV. = 32.35 SHEET NUMBER:
i W. INV. _ �1 30
• _ --- - DOLPHIN ,S'T1�'�'�; T - - - - S. - SCALE: C3
�� - -- ` OF J

' ..„--,:e ---- ---e---- -------------C--
, ----- - /'' 1/
/ I------ ,
i
EXIST 36" DlA-�t ------ DUPLEX LIMP �, , 1 \ / /� - � ` m
I'I STA TION IN LANDSCAPE / I L___________---
1 ANSBORO z TE MOREHEADW :j..\
SW SIt I �/ o A / N.C. 24_ CAPE
ISLAND 2HP MYERS.-PU�1PS -
•
I /;' ;%'°� O \\l� DO NOT CONNECT TO PUMP STATION-___--
- ' /� �-\ ;%' \�' rn� Az. ham° f' CARTERET a �'
/, S . �\ PROVIDE 4 SS 1 \ a o � z o
h,\Lr.� J) 1 f; // S \ 1`; ! /,_
CAP AT SURFACE----- i ____- / �� \\
,/ __, j�.� j / N 63'30'41" E 101.13' /— / :. _ \ / , ...,, �\ f/ ��_ �/ o
i \ EMN {r`: `i• ''/ i l'- 2 r�0 _____
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\ O
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f SS N, _ 0 SCALE
\� °2 � NOTT C LE
/ f
Y \
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4 _ \ =--� -1i °moo ( >
I i1 1 \ INS �0. 1' � 9 i �7� / �% ��'' Q w
I TUTUS /'� -----:- ��
i {
SERVICE LINE /' ! ,
I 25' REAR YARD I �` ' ' y �' REFERENCES AND TITLE EXCEPTIONS;
�'�Ot I C TO SETBACK - =
\\ \ / \ \ DEED BOOK 1180, PAGE 276
I, ! PUMP CATION - \ / \
I I gTU6 UP / = 2,------; -�� A N
\ \ TRACT 2 M BOOK 30 PAGE 953
\\ ' TO SURFACE I j \• j UNIT 1 & 2 - CONDOMINIUM PLAT - MAP BOOK 10R,
, �' AND PROVIDE i �% \ �J �i -- \ PAGE 7 9- s1 N
��. V !\ / j I 4" SS-CAP j II; w i� ----
../_____ i
i DEED BOOK 71150, PAGE 406
- __ \:i
EDBOOK1150, PAGE407 J / ACCESS EAS::;
-G�ATERET CROSSING, PLC �1 I i - j`\ / \ - DEED BOOK 1128, PAGE 448 N pip �' Li '�_
DEED BOOK 1171, PAGE 9� \
/ / I } \ / /'� FROM ALL POINTS OF ACCESS TO N.C. HIGHWAY NO. 24 :;ZZI":111usoZzLLIW:lizichl-
"NI - f� SECURITY - j ; ' TRACT 3 y a; o� r+ji ;_1 �\ ° N i �� \ CROSS-PARKING EASEMENTS - DEED BOOK 1128, >Ca N i�I ! �� `� LIGHT %ji -- TAP BOOK 30, PAGE 804 ,- \ \ , — �� *0 PAGE 448 a Z 0� d! _
1 �\� �� - A �-� y NN
;I! t y 1 /i �i �� �\ f s3i \�� / \✓ BLANKET UTILITY EASEMENT - DEED BOOK 1128. =Z O ti ti
�'I f �� ��i ✓ 'V / �I SL • A y�,� �' v PAGE 448 UNABLE TO PLAT M M V
N' - _-- _ LEGEND: W z a - rn rn
! -.- 40�� / EIP = EXISTING IRON PIPE CC 0 0? (13
f_ �_____!,______/—__
,J `' ` EIS = EXISTING IRON STAKE 0 00 UJ
o / EPK = EXISTING P.K. NAIL M
j I EMN = EXISTING MAG NAIL
1' / ,/ - AG = TOP ABOVE GROUND SURFACE 2
. _ B = TOP BELOW GROUND SURFACE
j � { ,,,---------1.- - - �= R/W = RIGHT-OF-WAY el
— !P = CENTERLINE
! --Li - 6312 38 E
E
•
I i r ( :% - N 63'0.. f. 5' 2 cc
/— N `� �. _ �_ - ____.. -..... - __._-- — --I = PROPERTY LINE
_ a 2 / S = FIRE HYDRANTimmi W
/�� DW1 N 64'S5 21 E 103.5 ,�
'J % \'` SS / _ El - 41 r EIP Wt. in ! = W/ C.O. (TYP.)T ' SS I WATER VALVE/ '�" 4 — WM = WATER METER Z
7----''l
� �; �� t� 42 42�/ I i i 4� 43 !•� / rj 10' ` UP = UTILITY POLE N
- ___ 4 42 I �V _ '�
40 it ■ 42 �� SL - SECURITY LIGHT
35 f c_o TBX = TELEPHONE BOX EX
i /� J ��_.__/ i
REPAIR i F/F FACE TO FACEI"�1 ■ QX S \ __\ G !;� �� , , ■ �,5 K T 42�� 1 I AREA SEPTIC TANK AND SEPTIC FIELD INTERIOR LANDSCAPE
' I '� ■ 25 . EAR YARD SETBAC
, ; / % ■ i -t -- 7,7) \
POSSIBLE €IJTU E ! 35� DESIGNED BY CARTERETCOUNTY BFP = BACK FLOW PREVENTER
/. I % ■ j — SSSERVICE LIN SEPTIC "c� \ HEALTH DEPMENT SEE PERMIT o�; zaJSILT FENCE
0 0 0
``" III ■ I i � �■ INSTALL BUT DO FIELD ' '-"
I ', % / 111
C NOT CONNECT NO .' �'- 35' 10';~ - LIMIT OF DISTURBANCE
> SANITARY SEWER --SS SS
CARTERET CROSSING, LLC N a I r _ — �- `■ REG?'D WATER W W
I I' DEED BOOK 1171,, PAGE 480 ;I ■ ,,� ..>.imme-Amenumemealm E tL" ;o 'r'' ,( ��g ----
III MAP BOOK 30T r: 953 I N I
I NI `t cn ,- GAS G G
/ 1,
■ �� N
i rn
I : ,d_ o
t I cn •. •
-
•
i
INGRESS & REGRESS .. II
^ ■ I �- - ! 24,�___ __/ N o _ SURVEYOR'S NOTES:
I ■ �� _ - �t MARINE FEDERAL CREDIT UNION
EASEMENT PER 3 - �� 43_.___�a r ' ' TRACT 2 1) THE PROPERTY SHOWN HEREON IS NOT LOCATED r7 MAP BOOK 30, PAGE! 953 t _ /
�t �!
J ■ 11
LDEED BOOK 857, PAGE 348 WITHIN A SPECIAL 100 YEAR FLOOD HAZARD AREA
I f - ■ __ C, �, TBXt;i \ UNDERGROUND lie NO.ACC037D20538ING p00JO0ADTED JULY 16,INSURANCE R2 03ATE MAP N N
-__i - j- , T ; , - _. _... w TELEPHONE
4 V• ■ I pc° LINE 2) ALL N.C. GRID DATA SHOWN HEREON IS BASED N
. -+ }-- -..,= � - I , o' Z '\ -- -- - ON NAD 1983 A SPECIAL 100 YEAR FLOOD HAZARD
I i
u SC __ -._. p(:::1
p
I•
SROII 1
�- AREA ACCORDING ^ Z:;)-
,
I; 3 ALL DISTANCES SHOWN HEREON ARE HORIZONTAL �c k
i 1
j I I �1\\ I ) I G�i 1 1 N ��1� O �1 - - ES NOTED.
GROUND DISTANCES UNLESS OTHERWISE O
1 i i ■ __ ,= ) _ 1 5S COMBINED GRID FACTOR = 0.99992512 N�ll° C5 O N_
\ / t� _ AS (APPROX. LOCATION - , _ 4) Z�.
I z /� , a
\ / H
■ j BANK I ;SERVICE
�37 J ! 5} PROPERTY IS CURRENTLY ZONED 820. Q V N,�N� • V N_ / % .6) SETBACKS: FRONT - 40' EtZ Z I W O>- 2 1
REAR - 25' N" II I a a WAT LINE -�. °° / SIDE o' o o lu v Q Z
Q Q
h►�
PROPOSED SITE WORK BY OTHERS 1 ■ I I ! I --} � T s-____---- II 1 . :__ l , W s ALL ELEVATIONS SHOWN HEREON ARE BASED ON J ZLt.,--.10 p O N Z■ , 7) o
t i __-- — EXIST. EDGE OF „ I MEAN SEA LEVEL (NAND 1988) _ N © � W 0,
■ PAVEMENT j
r 8) CROSS ACCESS AND CROSS PARKING CURRENTLY .KO^Z= Z :j
■ I QQ
j I' liI.
I EXIST ON THIS SITE. 'cC k N N .)CL J t.3^ $Q.
;: I BLDG. UNE'�BEARINGS N 64l'9,1,,2,3 �' +')=_� ' ■ fi -; — 3 : TBAc I� �w ENGINEERS NOTES:! ` II _ BLDG SE K _f1. EXISTING BOUN0.4RY AND FEATURE /NFORMAT/ON, W
I \- ■ - d ►7 M M CO i
■• I - ; M ;. PROVIDED BY ALTA/AGSM LAND TITLE SURVEY OF
( : \ -- _ 0 CO I
- - - W�ICHOV/A NOV 20, 2006, BY.::'"1
1/43
- - -- CESS EJOHNNY J WILLIAMB LAND SURVEY/NG PC, I ; J - --_-_ 2• AC ASEMENT PER 2. SOUTHERN RIGHT OF WRY OF NC. HWY 24 APPROX/MATED
I --I 1 -/ \\ ,- ` C� - - - - ' .-'� DEED BOOK 754, PAGE 260
•
BY
TION AND EROSION CONTROL
■ r WATER PLANACARTERET CROSS/NG SHOPPINGCENT RSTORM Z �II 43 __ -- =` P f•.) >. I11 ; 42 REVISED SEPT. 1B 2000, BY OCEAN SIDE ENG/NEER/NG N
T J - 1 ;{ !: I WI R 41 / /) , AND SURVEY`NC. 4`dU.; 7 :;; 40
' �_ -_-- TBX ►►. 39 '- 6i \ 3. TRAVEL AND TURN LANES OF NC. HWY 24 APPROX/MATED �,S 8 a'46" W 3 / / BY AERIAL PHOTOGRAPHY. Z�_ . ...__.. -� EMNI;, ! 1,�' :�.��_s♦La; 73.45' -— 3�:! 386 ..1,• i k „ mN a;; 17 6 EIS GUYWIRES / W�o� S 6 W E 66 ,.! 32001- - _ 5 8 W !—r1,5 Fp,........,..,_,44%., ;„ mmil i , , , _____ ... /�
._.
- ____
. . . .„_
Ili .��
ss;7
-
t.. r �.: UP — 6T5 53 ' — ' . .. ----- -.. 8 _z
-
., - _' _ EMN
S �l
t
BX
S 63'a5'14' W _ - _ ``�
'► 35.32' — ,
-- r'/ POINT OF �
INLET I BEGINNINGW
c ' ---,.. ,
TOP OF (.;1,1 V. :3 UNDERGROUND ♦� I k
N. INN _ i3. 7 ! TELEPHONE LINES _- �V
2 `�re)
- HIV �3_+J'I R INLET •�; �" cr) IQ
IU �+ U
r
—� ��-.--
- rAL
,
jP INLET 'i4419
u 1 \ — ______ .r--,. .
�o yY B. �ICL�'AN I�1I Tl �/ amico...___ - ----/
!'I IN V- 32.91 - ____--
-----
/ --- ' ,r� lN
noloomico.IV
VIP. . ,,y...., -. ' -�+P Jr CURB = 39.40 _ _ - - -= = rDESIGNED BY: MTA�
_.___..,. i' ____ I "=y,=URB _ _ — _ GRID TIES AND COORDINATES A Y H— ;-- — - I DRAWN B
\s _ __,:' 1) QUALITY CONTROL: MTA
N.C.G.S. MONUMENT 'SLOPE" SCALE: AS NOTED
ill
NORTH = 349,072.5761
c , ____ ...._____
IllIllt I ___------
r , ,r EAST = 2,579,884.3022 FILE NUMBER: 5954
T D �►T DATE: 12/21/07
\� - I 7 1_ DOLPHIN �1 1 L i !'� 1 - ` EMN N0. 203
NORTH = 347,852.7856-= - ___ EAST = 2,5$1,261.7860
o\ U Tl LI TY PLAN
I N.C.G.S. "SLOPE" TO EMN NO. 203 =
20 10 0 20 40 S 48'28'28" E 1840.07'
( 1839.9322 GRID FEET ) SHEET NUMBER:
SCALE: 1"=20' C 4

2'-0" WIRE FENCE AND POST (4 REQ'D.) EXPANSION JOINT / (I Q
FILTER FABRIC AT 30' INTERVALS (TYP) I`
,- CONSTRUCTION SEQUENCE:
jxs.xssr' L�� 1. INSTALL GRAVEL CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE.2 3,000 PSI
T.O.C. R ••��••••••.+ CONC. BROOM FINISH L--Je 2. COMMENCE GRADING OPERATIONS FOR PARKING AND CURB AND GUTTERS. M 3
1 1/2" SF9.5A WEARING COARSEIIIo SLOPE AS b: \\ / L Y 3. STABILIZE ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED. `�
1 1/2" SF9.5A INTERMEDIATE COARSE PER PLAN t . / _
GRAVEL- -� •`; FINISH GRADE F- v w
��� a Q ? t , 4. REMOVE TEMPORARY CONTROL DEVICES (SILT FENCE, ETC.) ONCE PERMANENT z w o
y ` o o 1 U i C0' SUBGRADE / Y VEGETATIVE COVER IS ESTABLISHED. g Li Z
1 i ] I a ° -1. • - • • • . • io1 z 1" SCORE (TYP) V- O z O
o' o 00 coati' ��� d .,. *__ GRADING NOTES: " o
iQ �� C?O��D� 0 O �0 2 a �I .__1I t 1 z
gD �0 QO D 0� STORM DRAIN . .f 1. INITIATE CONSTRUCTION SEQUENCE BEFORE BEGINNING CLEARING AND GRADING �,
(�
©OK\O o DO D DO�� Q r _ - 11 CATCH BASIN OPERATIONS. -J0
�o c) O a D o o� _
H 2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION AND PAVEMENT.
I SLOPE 2%' I 'I - o z
7" GABC r a'� j TOWARDS HIGHWAY - PROTECT VEGETATION AND STRUCTURES BEYOND GRADING LIMITS. o
WELL-DRAINED SUB-GRADE (SUB-GRADE TO „ 'v-_ _ y_ 3. STRIP TOPSOIL TO FULL AREAS TO BE GRADED AND STOCKPILE OR REMOVE o 0
MIN.
MODIFIED 95 PROCTOR MIN. COMPACTION) .= , , -> FROM SITE.
co N ¢
�i�`}`G :� i\ mod` \G.`'`` /`�.. 4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY. - N
PAVEMENT SECTION FOR PAVEMENT CURB SECTION INLET SEDIMENTATION CONTROL f -� Ao' . `y /
NOT TO SCALE NOT TO SCALE NOT TO SCALE SEE PLAN NOT ARCH. FOR SIDEWALKS ADJACENT 5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER
. - N /
TO WALGREENS BUILDING. THAN 3:1 SLOPES.
C
6. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE. Ct o E
STANDARD SIDEWALK & HIKE/BIKE TRAIL 7. OPERATOR SHALL VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED zCc wcv)
--, NOT TO SCALE Z W �=0 X tb
10'-0" io'-o- 50 4-,�-n?• ?S• GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN. Q w cn.4. a LL
�- z a-
t t
_ _ � ' , STEEL POST I __1 EROSION CONTROL: Z N a,
,,,,..6--,,,---ELL•LE ' d L.
! WIRE FENCE Q Z > C.) (NI r"' _
Ix , :. 7 1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A 2 w �2 z a) no
d ;r CONC. COLLAR �- � N C) (�j (V C
%. tIf FILTER MEDIA EXXON (` -1 VIOLATION AND IS SUBJECT TO A FINE. =t'3 C a)
�4" WIDE PAINT STRIPS WHITE, 4,sr� f GTF 100E OR I I O Z ° N h ++
2 UNIFORM COATS - APPROVED EQUAL I 000 0000 I 2. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING 0 F O M
APPLY TO CLEAN, DRY BITUM .1r,,r " % -._._ 0000 000 IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND 1-J v
' , MIN- 12-1/2 GA. i t6' 0 0 r,
CONC. SURFACE COMPLETELY , _ I 0 00000 I ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION Ix Cl) a) E T-I T-1 v
i INTERMEDIATE
CONCEALING THE PAVEMENT. '�•91i � .•' y WIRES - 00 onuu0 W Z a _ 0 to ••
SEQUENCE SHOWN ON THE PLAN. ALL GRADING SLOPES MUST BE SEEDED ANDCl)�j ' PAINT TO CONFORM TO ', y._t w �- 000 Too 0 to
o FEDERAL SPEC. TT-{�-115-E. = o F - CASTING: I I MULCHED WITHIN 21 CALENDAR DAYS OF COMPLETION OF GRADING. ALL FLAT CCU 0 ca
N I `-/ °To w j M z 5i� MIN. WEIGHTS:
SE: 195 LB5 lL _ J NOTE:DROP INLET PROVIDE AREAS ARE TO BE SEEDED AND MULCHED WITHIN 21 WORKING DAYS. 0 00 w
cn r GRATE: 160 LBS SOLID COVER
3. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY FIELD INSPECTOR,
II , ENGINEER, AND OWNER.
2
STONE PAD AT SITE EXITS TO REMOVE MUD FROM TIRES ! ! NOTE I ( CO 4. IF ACTIVE CONSTRUCTION CEASES IN ANY SLOPED AREA FOR MORE THAN 21 a
TOP ELEVATION CALENDAR DAYS OR 21 WORKING DAYS IN FLAT AREAS, ALL DISTURBED AREAS
5'-0" STEEL POST BACKFILL & COMPACT PLAN
I NOTES: _g"� CONC. COLLAR 1'-0" 2 cc
(J 8" TRENCH AFTER MUST BE SEEDED, MULCHED, AND TACKED, UNLESS WRITTEN APPROVAL IS M
i<,f � 1.) STONE SHALL BE #4 WASHED STONE (6" THICK) I. MIN. PLACING FABRIC GRANTED BY THE EROSION CONTROL INSPECTOR. W I- W
2' CURB & GUTTER 2,) THE ENTRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OR - - ELEV. VARIES MAINTENANCE PLAN: n 2
ini�nittoA
(IF APPLICABLE) FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY 4 � � �� V�
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AND REPAIR INDICATED ON PLAN AS -SF- SF-SF -op r- N. 0 z
PAINT STRIPE DETAIL AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. NOTES: BRICK MASONRY-- 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR CC IX 4
1.) WIRE FENCE SHALL BE A MIN. OF 32" IN WIDTH AND SHALL OR PREFAB CONC. STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL
NOT TO SCALE
3.) WHEN NECESSARY WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT TRAFFIC RATED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WASHING SHALL BE HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY SPACING. / BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS 0 I-- ~
THREADED END CAP 2.) FILTER FABRIC SHALL MEET OR EXCEED 150 LBS. GRAB / / w WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
//---
DONE ON AN AREA STABLIZED WITH CRUSHED STONE WHICH DRAINS TENSILE (ASTM-D-1682), 180 PSI. BURST (ASTM-D-2263) 4"
/ CONCRETE COLLAR INTO AN APPROVED SEDIMENT CONTROLLING STRUCTURE. USE SAND AND 70 ON COE E.O.S. TEST. FLOWWM . 4 ' > 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND INLET
/ „0,7 PAVEMENT SECTION BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS TO PREVENT 3. STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE `�jrA 1 PROTECTION FENCE WHEN !T BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE.
<t (SEE DETAIL) SEDIMENT FROM ENTERING ANY STORM DRAIN, DITCH, OR WATER-COURSE. ) SELF-FASTENER TYPE. .' ao THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
l-- -L_ I1-r_1; ter_ r _ 4.) ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO 4.) STEEL POSTS FOR SILT FENCE SHALL BE NO WIDER THAN
PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 8' APART 0,C. WITH WIRE BACKING. 3. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
3000 PSI CONCRETE-
. SECTION MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN
rrr -- -rr TEMPORARY CONSTRUCTION ENTRANCE 5.) CONTRACTOR TO FIELD LOCATE AS NECESSARY TO CONTROL TOP FLUSH W/GRADE DENSE VEGETATIVE COVER.
' �� i�i,= � L. SURFACE EROSION. A VIGOROUS,
-HI- NOT To SCALE > 4. CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS
1' 1 SILT FENCE DETAIL2 X 2 DROP INLET OR JUNCTION BOX
- ' RISER 3 ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE
NOT TO SCALE NOT TO SCALE y
SANITARY TEE INV. AS PER PLAN FES 1 E- 2 STANDARD 2'X2' FRAME TANDARD MANHOLE FRAME & LID PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 DEPTH. ./
DRAIN PIPE & GRATE - H2O LOADING
\\\ REQ'D - ELEV. 42.3 / 112O LOADING REQ'D SITE NOTES: o ^
50 FEET LONG VEGETATIVE FILTER LID SHALL BE STAMPED "STORMWATER" PO
35.0 INV-, SOD REQUIRED ELEV. = INV. - 0.1 FT. I PIPE SERVES AS BENCH MARK F N N
3000 PSI CONCRETE
a 1. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE THEMSELVES
OMB ` PRECAST BOX To `� 'MTH FIELD CONSTRUCTION CONDITIONS.
LEVEL SPREADER BE 6' x 4' INSIDE 'I N
8" PVC CUT IN HALF HORIZ. DIMENSIONS MIN. -� - \\ 2. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH ANY BORROW oo a 1
_ SECURED INTO SOIL W/ REBAR PINS N e0 p�
4' WEIR --E, (��`� - = .
MATERIAL REQUIRED FROM SOURCES OFF THE SITE AT NO ADDITIONAL 0 •. �,�
CLEAN OUT DETAIL VEGETATIVE FILTER AND LEVEL SPREADER TOP EL COST TO THE OWNER. ALL BORROWED MATERIAL MUST COME FROM z I Q to.;;is
INV 39.2- 40.53 A LEGALLY OPERATED MINE OR OTHER SOURCE APPROVED BY THE STATE. W 0 4 NOT TO SCALE -
NOT TO SCALE Q '- �\ \\ 'J \ -- -- - - __. ._- _._1 3. CLEARED, GRUBBED, STRIPPED, OR EXCAVATED SPOIL SHALL BE 0 N N •. �, •
COMPACTED BACKFILL TO 3 /' '7
TOR 8 PV /I, "'j i �\ r/ � 78" RCP � U�� � � U
/ FU MODIFIED PROCTOR Lo IN -'✓I ( INV \ I, INV ,I OUT TO VEG. / REMOVED FROM THE SITE OR USED IN LANDSCAPED ISLANDS. a.Z o i ec o�. Zi`
EXISTING GROUNDo / \ 3$ 7 FILTER '� R:0 0 ti ? CC Ct (0
z C.I. BOX
i IF UNDER PAVEMENT O - ��.�. 2
7 & COVER /
i i \ 38 7
J6. \\ /i; --- / 4 SEEDING SPECIFICATIONS: z'v o co , v;� zN
'cl , , . . N ,, \ Ct CO1 �- _ LIME: APPLY 100 POUNDS PER 1,0000 0 „
INV 37.7 I SQUARE FEET �z z B R O W �Z rn
1 v- t t FERTILIZER: APPLY 20 POUNDS 8-8-8 PER 1,000 SQUARE FEET c, Q •: Z •
COMPACTED
MODIFIEDPROCTOR"
R"
` `� MIIIIIIIIIIIIIMINEMESEED (NON-NCDOT RIGHT OF WAY): PER ACRE Q N N a vo, a
PROCTOR REPOSESLOPE OR ANGLE OF �a a a T }� J -12' SUMP NOVEMBER-MARCH BERMUDA (UNHULLED) 20 LBS.
' ' ` LAY SEWER AT \ ,4 \� ' '
w APPROVED BY THE ENGINEER REQ'D
m � /ii MIN. SLOPE �4F c��`o .1- AS PRETREATMENT BUILD WITH BRICKS. 50 LBS. WINTER RYE (GRAIN) et
COMPLETELY COVER W
Q vO- DEVICE 80 LBS. FESCUE I.
Q WITH MORTAR. MARCH-NOVEMBER BERMUDA (HULLED) 30 LBS.
��� �i;1 COMPACTED PIPE EMBEDMENT 45 BYPASS BOX
$0 LBS. FESCUE CwJ
TO 90% MODIFIED PROCTOR 451 ELBOW
NOT TO SCALE MULCH: APPLY 1-1/2 TONS/ACRE WHEAT STRAW (OR APPROVED EQUAL)
I _ A _ _ _ ON ALL SEEDED AREAS.
COMPACTED GRANULAR MATERIAL GLUE CAP _ , MAIN TACK: ALL SLOPES WITH STRAW MULCH EXCEEDING 3:1 TO HAVE N
Z-IF REQUIRED BY THE ENGINEER / �� ASPHALT TACK APPLIED AT THE RATE OF 225 GALLONS/ACRE. 4,
-• LATERAL
es ci
`'' i SLOPE BASED ON SERVICE DIAMETER -_ __ 101 { 12" PREFABRICATED END CAP r
EL- \ AS PER NORTH CAROLINA BUILDING CODE. PART # SC310EPE12(B) AFTER SOIL PREPARATION AND
io , V ' NOTE: ISOLATOR ROW INSPECTION PORT TYP. OF ALL 12" CONNECTIONS SEEDING, INSTALL JUTE MATTING. WOO
���� CONTRACTOR SHALL VERIFY PRIOR TO MANHOLE WITH WEIR N
INSTALLATION THAT ELEVATION OF SERVICE -k ` (SUPPLIED BY VENDOR) ON ALL DISTURBED AREAS.
WILL PROVIDE ADEQUATE DEPTH TO SERVE UNIT. } �✓ } /�� * MAINTAIN SEEDED AREAS UNTIL
PIPE WIDTH +24" ` 1 I , o Q Z
TRENCH BOTTOM I NOTE: USE WYE FITTINGS AT SERVICE MINIMUM GROWTH IS ESTABLISHED 0 Z
' L ,. ., AND/OR FOR CONTRACT TIME. '-'-' •
SANITARY SEWER SERVICE v STANDARD PIPE TRENCH DETAIL LATERAL DETAIL N I PLACE MINIMUM 12.5� OF AASHTO V�
( � , M288 CLASS 1 WOVEN GEOTEXTILE `� 1 ,I
NOT TO SCALE
NOT TO SCALE ( OVER BEDDING STONE FOR SCOUR
� � PROTECTION AT ALL CHAMBER LU .�
- I - INLET ROWS m V
1,•.
I I I �. 18" X 12" MANIFOLD U [Q� may`
I l : lu
0 Li
GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES,
<35% FINES. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY. SIX ROWS WITH 14 CHAMBERS LONG
SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN PROPOSED LAYOUT ONE ROW WITH 13 CHAMBERS LONG / J
STORMTECH S DESIGN MANUAL, INSTALLATION MANUAL, NOT TO SCALE (97) STORM TECH SC-310 CHAMBERS OR PRIOR APPROVED EQUIVALENT AAA
3/4 - 2 INCH WASHED, - OR WWW.STORMTECH.COM.
CRUSHED, ANGULAR STONE
¢
PAVEMENT CA 41 t,,
ADS 601 GEOTEXTILE OR EQUAL END CAP
' AE-C* I k.
(TOP, BOTTOM, AND ALL SIDES) •�
-FLOOR BOX FRAME AND LID W/S.S. � • � �"
VARIES 42.3 MIN. F.E.) r-COVER ENTIRE ROW WITH AASHTO CAP SCREW LID CLOSURE
., . '_ VARIES (42.05 MIN.) M288 CLASS 2 NON-WOVEN ee SEAL
INSPECTION PORT / GEOTEXTILE OR EQUAL INSPECTION PORT WITH SCREW-IN CAP i 24419
FOR UNPAVED INSTALLATION WHE' BY DESIGN ENGINEER
(n Z U -
RUTTING FROM VEHICLES MAY OC' R SC 740: 8' WIDE STRIP
w - / PAVEMENT CLASS "'C" CONCRETE �,
NCREASE COVER TO 24 INCHES SC-310: 5' WIDE STRIP I �'' .
E. ,\ r . 40.53
ADS 601- - - � GEOTEXTILE OR "�
��= r �,.�{ -•f r a, ,� _ .� ;� _.� - EQUAL
QI'I i it - _ f % oar ',
,� ry { tn ; 4„ PVC RISER
d' � .-•�- >� - --�'- --/- .r � - ,�, --h , •ram-era •eta-.:-
�� ,f ._ •�„r-. =�'=' 1._ i r� sy 1 a:'`) � I�'. ��!- -r-'_ �_ ?-F ,��'`�l40 ,>c c%/ � s,•.,.-�r-.".:- ��. :t•,_:.:':.j �� �/ 1
c _
_ ,-�a`r� ,1,� 7. � ,,.., , �l: .... �\ ,,: ., .� r' - '�A� _tea .i:�;'�z:• -a[.J- _. .. [/"'� `�
G'-3 :N-A .��-r`,/ _ •J'� .4�-... _-s%_--i- I!� i _. `- / ._t + .l`'"./!J ` _t..Olf7 !
ADS STORM TECH v r//; j I\ - ?=r --J J - / ^---x...: :�;• -
310 DOMES OR rt• -,,13 Z ct> Q DESIGNED BY: MTA�
PRIOR APPROVED
, � --, , � �/ •r,. ,;,, = -_•'� _ -- - ., �1 �kir '�: .. DRAWN BY: HWL
EQUAL
'i // ' : 7ns•,r
_ ,;,r v I1 -;1 • .. cr.v :. v QUALITY CONTROL: MTA
} = REH
-T
., �I ` ,. e . •• SWANSBORO z MO
.. -,., : , '- .-` SCALE. AS NOTED
, :.-C ,_ ,. :�' .,,.. :�; i-d E. - r r r: . `-f r i ' ' Is 1? SITE -
� 1--1-
,�i « ;6�� i �---�:-� .-� (-� r ,• ,� � - i X:�� t f. \.:�y 38.2 V • ..
• � � e tiiiktitifillialietiii.
� '^ wN.C. 24, 37 9 �� FILE NUMBER 59- � 1 � - �1 I { .i_ - � I ' 1-Fr I 1 � -- .,v r? ��� v its z.._. I -_ E «. CAPE -• 54
.
^ iI_ ' I -i III _iii i I 11 i �- _ CARTERET _ DATE: 12/21/07
ter• , _ �1 - , � ,, � � y .�y � ~,N ,_ I-___ INSPECTION PORT TO BE ``
CLEAN SAND REQ'D AASHTO M288 CLASS 1 WOVEN
GEOTEXTILE OR EQUAL, BETWEEN -STORMTECH ENDCAP �`+_ ATTACHED THROUGH
12" C' . 6' ! _ 12 (' FOUNDATION STONE AND CHAMBERS SC-310 CHAMBER KNOCK-OUT LOCATED DETAILS
t v 36.2 ii SC-740: 5'-6" WIDE STRIP ADS 601 GEOTEXTILE AT CENTER OF CHAMBER
GROUNDWATER SC-310: 4'-C• WIDE STRIP OR EQUAL L VICINITY SKETCH
SHEET NUMBER:
INFII TRATION TRENCH ISOLATOR__RQW PROEILE_VIFW INSPECTION PORT DETAIL ( NOT TO SCALE )
NOT TO SCALE NOT TO SCALE C
NOT TO SCALE \. OF 1

o a o z i. 1
orn � � � m NOTES: o�, v3
� �i NOTES : 1�z" EXPANSION JOINT ¢ Q H 1. CONSTRUCT THE WALKING SURFACE WITH SLIP RESISTANTANCE AND A CONTRASTING COLOR TO THE SIDEWALK. Q Q
(SEE STD 846 .01 ) • CROSSWALK a _ o o Z ~ _
> (DJ U, CONSTRUCT STANDARD SIDEWALK 5' WIDE AND \ LL J o cL H v p o T� CD 2. CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS. o H �'
`' _ 4" THICK UNLESS OTHERWISE DENOTED ON PLANS . o o c ' z H z -I z > 3. NORTH CAROLINA GENERAL STATUE 136-44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE o o c°n = z
o n D i\ U.-i Q d L-.- = z o0 0> m PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 1973 SHALL W 4 ‹. LL = $ Z
' z > m PLACE A, GROOVE JOINT 1 " DEEP WITH 1/g" RADII .......1111111F
`1111F - `D e o H , o PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS ARE Q C , o 0 u'
cn o 1- _ a LLI z H or -n PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW. H = H. o '' ce "
Z H -° o -TI IN THE CONCRETE SIDEWALK AT 5` INTERVALS . CD H LL o -, o
c-) z z ONE 1/ " EXPANSION JOINT WILL BE REQUIRED AT 50' o 0 n �' _ IN ADDITION SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION o o Cr)`� cc
INTERVALS A 1/2" EXPANSION JOINT WILL BE REQUIRED z D =' AFTER JULY 1, 1976 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE. z 1---.
�-+ WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE . Q w o o © THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS o Cl- o
�' o +) PROTECTIONS SIMILAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL 0
a SIDEWALK
SEE STD DWG 848 . 05 FOR WHEELCHAIR RAMP LOCATION RIGHTS ACT OF 1964,. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH TITLE III OF THE ADA BECOMING EFFECTIVE
REQUIREMENTS AND CONSTRUCTION GUIDELINES . -^�' INTERVALs ` � o� t1/ /////ttttt JANUARY 26, 1992. THE ADA REQUIREMENTS FOR DETECTABLE WARNINGS ARE SUSPENDED EFFECTIVE MAY 12, 1994.
F ��y < s 4. PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LOCATE WHEELCHAIR RAMPS 1
`� s , AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT. WHERE �- .�
1/8" RAD SURFACE OF ����QG9�� w TWO RAMPS ARE INSTALLED PLACE NOT LESS THAN 2 FEET OF FULL HEIGHT CURB BETWEEN THE RAMPS. PLACE DUAL RAMPS c E
/SIDEWALK iz" EXPANSION JOINT s 0 AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE. W v) '� 0
z JOINT SEALER o 5. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR RAMPS. (SQ. YDS.) p z W N mi.0 a c
ttt /1lt/tl LL
0-' r- 6. PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED CURB. (LN. FT. F- z 'N m
P O O , O 6 L'>
c-} H z O G3 1� r1 G3
a v a n v p v v n v p n o n p v J -J . u) O_ a z >V N 1`
0 0 ° o ° 6 ° p ° Q ° o ° © ° o ° o a 11111
-L = 7. SUCH PRICES AND PAYMENTS IS CONSIDERED FULL COMPENSATION FOR ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS H w a z O O 'n'a
n = :,.--.
-- � o w 3 rn NECESSARY TO SATISFACTORILY COMPLETE THE WORK. d z o• N. r,; ,a;
to 1/2 " JOINT WIDTH JOINT FILLER �' `� III �' rr' O- a. onrn
jj --1 H 8. DO NOT EXCEED 0.08 12: ! SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF THE STREET. o cr na
VI VI HI D SIDEWALK o o O
--{ z T = SIDEWALK THICKNESS 1,' rr EXPANSION JOINT H '' �� �.•
C 1L D 9. CONSTRUCT WHEELCHAIR RAMPS 40" (3 -4 ) OR GREATER FOR DUAL RAMPS AND 60" (5 -0 ) OR GREATER FOR DIAGONAL RAMPS. o H o W N n. rn v
z
I I yo (SEE STD 846 .01 ) CD 10. USE CLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE. 4 d c N O O ��
(1, T �A[�. SVE S= EXDA\ SION JOINT PLAN VIEW o HI 0 `.� 0 0 = cr cc ago E
o z 1.----
‹ c 11. PLACE A 1/2" EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN ON STD. DWG. 848.01. z CD : CO w
CD IN SIDEWALK
W o Q U
i , I z� cf) I-
n- -� D 12. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII, U) HI z
{ > 1/2 " EXPANSION JOINT 3 „ U P III
H FILL /g WIDE x 1 " DEEP GROOVED OR = Z a WITH ALLOWANCES OF A 4' CLEAR ZONE IN THE VEHICULAR TRAVELWAY WHEN ONE RAMP IS INSTALLED. (SEE NOTE 17) _ = a
z SAWN JOINT WITH JOINT o U a 13. COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SO THAT THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN H
SEALING COMPOUND (- THE PEDESTRIAN CROSSWALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES SO 24" OF FULL HEIGHT CURB FALLS WITHIN --J CC
Q BUILDING , 1 1 �l z o THE CROSSWALK MARKINGS ON EACH SIDE OF THE FLARES. z W ~ W
�, WALL , ETA, / o o• o a /e RAD /g RAD W �' 14. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET. A CROSSWALK WIDTH OF 10 FEET OR GREATER IS DESIRABLE. W . = Z
/ , n o n n ,, v D n oZ
A b n n 6 n p P 15. USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHINDa
/,/ /
WHICH Q
A ° ° A VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH 0 I- IN..'
P • D SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING ROADWAY.
P p P t, P ,y P p P
CONCRETE
SIDEWALK �\ CONS . PAVEMENT PROP . C&G 16. TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
SHEET 1 Of 1 SHEET 3 GE 3 17. PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
SHEET 1 OF 1 DETAILS SHOWING JOINTS I \ 001\ O E T E S I I EWAL < PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD. SHEET 3 Of 3
848 01 818 01 81- 8 05 848 05
z c_' z
C) W o r O
m cr) o c, c )
CD SIDEWALK (5' STD.) + } F--f H }
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