SW8981039_Approved Plans_20000203

REVISIONS
. \
z
II
1 DateDescription By
\ \ ` c�\ i\ \
11 \ 1 -c
I I 1 1 c�,
\ \
1 1 1 " �' H Gk W —
\
1\ \
wY 2>1 �`Z` 4 j
1 ,�
\ \ 1\ \ R/W
\\� 1 LSITE
/\/. ..
/ 1 I ' G � N
1 1 ��' am
g°
1 \
0 \ \
��$� / k 1 } SOUTHPORT
o� / 1 I \ \
oil , 1 VICINITY MAP Z
��c 1 NTS o
I
�� 1 1 1 r4
ri.
1 1
II \ \\ \ I\ \ 0
1 1i
Z
1-4
�
i / I 11\ 1
Z E-4
/ 1 I 1 0
I 1 cn
I , I1 o Q
1 , 1 w <4
\ \ I\ \
11" 1 S . 1 1 1 f .��►j ' FOR�� \ \ � .. 1 , \---
LANESEE LAYOUT
SHEET C2 o
14
l I kt7, w
� /// /- Ill 1 1\11 EXI iNc ► i �,a, X , \ ' 1 T
zfr,„ „ 1\41,, R7 c..)
' /ir �� ROADSID a f.4,,,,,e,` '9 \ \
ill "►WALE.' . A.4��r 1y '1
a f lei \ I 1 ;;r„� <
�� /2 / �� III 1 tiiii 'Q�i z E'-+
...et t''' \
/ /
Z 044 Z 4,,...,
:4, i);‘) / :
-', k / $ / ,,
/ ,, I\\ \ 1g AP.,;.:- 1 i „ \ ,
, 1...-4 ....,
., , .
, . _ .‘,4 . 1 ,CO
/ Sg 1111 — RI 0 / ‘,V:1!I
1 i 1 QwZ
Zc
$ / 1: FES W \ \ 1 ""."44 II" - E". 1
-I\ 10 15'x18i E.D. /
/ 8 /
/ \\\ EXIST. 12" `TO• / fc�" ry�
\\\ RCP TO BE u'� 9 ' \1 1, \ C �C"I 0
/ / UMITS OF REMOVED t+ u rye. ail
a DISTURBANCE _ 'R1 W
i,„ ,,= �,., ....../E, � 'ry1 �� .� �� FOP�`�^ FXI�T �' ��I.fy ■� •�pI\ „/
2 �✓ �, ,...,
1 ?63 _— �— RCP TO BE -...— Zy. x - ° ' �' ATCH �I
-r - - — REMOVED-_ t
, ELNG \ I `,/I 5 0 �° 4) ex ' i / / 9 / '!/G 7 1 DI BU OF
BANCE 1 V 1 V 1 DO
, /C/7 ,/I 0. q ti ti 4 M w_ 4r 1 3Q 2 t
s)....................." if. )01 V
26
?. 30 rn . .a,
c..)
// --- 'l I LL1
?�6 / ?g 50 TEMPO' M
\! 'GRAVELED ' Z \II
1CONSTRUCTION ' ` •.,:\
( 1 ENTERANCE— 5 �" P. m \ \ OD
UMITS of / %// ` 1 1. x
DISTURBANCE /! • 16 `�o �-•• q- \y 1 0
i/ 71
�NPSTER cua PAD r sss 9' RCP TO BE .)_.1 5 1 O \ TOLBv T 1Z = )\ 1
tSEE
EE ARCH. AC3) OR , /I ?sq �.hry • 4• TYP. REMOVED 3 ti� I
EXISTING 7� U1 REMO'3l•
/ STING D.I. •' N a < r1
STRUCT. DRAWINGS . '.?. a PROPOSED C.I. N TOP 26.3 k s � \I , G
FOR DIMENSIONS. /p // Q� I a TOP 25.7 INV. 23.15 /// EXIST. 12" �. 10 1 'r 1➢ Z I o
/ ryy. INV. 21.20 o RCP TO BE i \ -�
/// O r REMOVED \ \ APPROXIMATE LOCATION OF EXISTING r AC.
�� ///I i a (13 "\ pROPOSF� C.I. 1 N WATER MAIN. CONTRACTOR TO FIELD VERIFY -1,
f �t 1 , TOP 26.5 �. \ ,� LOCATION AND COORDINATE RELOCATION OF
/ /// ONCR `° _ INV. 23.35 A WATER MAIN WITH S.E. BRUNSWCK CO. O �"I
CD
/ I FLUME 2 C ?6 �� �,_ ,�!� 0� 1 1 PUBLIC UTIUES DEFT. SEE SHEET CZ FOR C7 CO
/ ll s -,•� .9 m ; 1 FAQ , OVERALL LAYOUT. CO
/4 / .° * �Idb � lfJc;
-�� ��."' 1 ‘ . } p I a
I.
// ¢?S' EXIST. sDMH — 13 74°°.' 2 N 1 1 ' 1 l �' �- W
//�1�`� I CONVERT TO D.I. ?so 7�Z ss ? • ' }�0 ' I R� I I
Ai
/`� �. P 24 0j A 1--) C9
iu i, ` ' INV. 19.24 ' 27.8 i \ \ 1 Un O © 0 w
CO / O�v Ill - EXIST. 24" N ryb4. h `` 'I',I \ \ 0 a' \ 1 V '+� e-i e-Y
,w' w RCP TO BE 9' g tB- I� 5 �� ry�
4 $� 1� �' REMOVED TYP. Clci
ti� ti * 5' \ 1 ,
25 55 1] / EDGE OF y� •
` \ I.,
/ EXIST. 4" �� / C�� `� I \ E �I rn
/ / y
f RCP BE rr •
a 1\\I--
REMO 1 °° N /� 1 n } DI
WAS \ rn
/ _ �� �� UMffS F I \ APPrl VI E D 4-I 4 RS a
/ �h1 �� ,I y a�� >lBo 4,.' DISTUR CE �� l i ' a
_5 �' ,$; ^^ �� 1 NQRT'H CP. �OLINA ENVIRONMENTAL
/ O e y"�'v.'^'„ �'�"�wv'�.-w...iv�.i-�rNw`' h 1 •\ •a ., ..a • r - ' Q
• y ' 1 0 ?�t nh • \ 's, MANAGEME
y .__- . 6�• .� �� Q I •e •• \ N �' 1 I ; y DIVISION OFNWATER 4UALITY
o --\ 1 \li // / I'„ BUILDING 1 .1, 1 g OREJdJGN \ \ Data�l ,- 41,1„,\. ,.
N EXISTING �• 1 �j(,V$`� ib3Gl lL%�fi • NCR ` 7cROADSIDE efra�tMb
Isr. 1H" Water P. r swALE \ Storm C/ E?AJNING
/ / c T� RGP TO B E// // ` s;����, 7y iv.
Y ALL REMOVED 1 \ 1 1
i/ i"itilf
of �� 3 STORY— 0 UNIT HOTEL \ c0.
�LA
PROPOSED ...
u p XIST. 18" X 1p FINISH FLOOR EV. 28.6 6" SS °
CP TO BE
��EXISTING 1 \ O ! 1111 I I 111 I I
G REMOVED SERVICE EWER D DRY JACK -n ° ' �� 1 �, a �\�A //�/�
�� U X 7� HOLE 1\
BORE 1 Z `�, \\� ,`N C�O'/ / iltl W / �( C.O. �� �_�. N G� (1) 6">4 4 TIAPPING SLELFrEPm � �SSIa ./".:/.../k.---=:-.:27-
,, jai . R . G3 i X W S� (1) 6 I NG VALVE "`�i
X p••.• } D E E E f SEA L
./ \, 121TI \ \ .:I X X - 223.34' - �. \ 9 }' _
�` _ _— .._ r -- — — — — — — -- -- — — ) ,, 1 BAN 11 2DD0 J < ,2�. ,7374
0 \ — +' � —" �— S 2--3 W 477.35' •— —_ —� ITS OF BACKFLOW PREVEhff10N �.� 76 31'3"—�. , ,�' /A•F�GI '••'`\
-- — rZ: Ifi 1
4 �.�, �1) 6"�IF�E SERVIC .....
84.1, ( 77 DE11A � ( �
S RRo.� #swz cis io3c1 )4C.,D cREGGC�
- ` �\ / DISTURBANCE TO BE PROVIDED INSIDE (3� s. 'GATE VALVES I \o '/'��lllllII1111��\\
p �� v
THE BUILDING.
EXSITING POND TO BE CLEANED O
AND SLOPED TO ORIGINAL DESIGN. -SEE ARCHITECTURAL 1 4" x8" TEE �A` 1
VI
SEE SHEET C3. REVEGETATION AND/ FOR POOL LAYOUT 1 4" GATE VALVE •
STABILIZATION AS NOTED. EXISTING CONTOUR AC 4" METER S ' Icy 1 DATE 01 -07-99
(BACKFLOW PREVENTION J�
NOTE: E DIRECTED TO ALL RAIN WATER ROOF
titiS TO ` EXISTING SPOT ELEVATION TO BE PROVIDED INSIDE \ ve0�cl. T ' ' IX $+,"` e DESIGN PGT
+ THE BUILDING. —
NOTE CONTRACTOR TO FIELD VERIFY '.>
h' PROPOSED SPOT ELEVATION 1 0 ; DRAWN WH
EXISTING UTILITY LOCATIONS ro
AND COORDINATE TAPS WITH
"@ell .°#----
p ` �� p0
THE CRY OF SOUTHPORT J t.:\ , \� FCR TUR', t�
{ \r*� LANE LAYOUT {,®
CO
�v �1 LANDSCAPING W/ AREA SITE DATA SEE StiErT C2
3'. SITE a (325) TOTAL BUILDINGAAREA 11.91 ACRES 3 772 SF I ' \� lit
�tk
e‹ SCALE. l"�3O' 4,,) INLET' W/ INLET PROTECTION PARKING SPACES REQUIRED 60 H � t'
PARKING SPACES PROVIDED 85 3 1 -1--
C 1
cn cn N X TSF X X TEMPORARY SILT FENCE ASPHALT AREA 37,240 SF QOp� i
CONCRETE AREA 1,338 SF �C
co — �� s UNITS OF DISTURBANCE LANDSCAPING AREA REQUIRED: 2,980 SF
�, LANDSCAPING AREA PROVIDED 3,190 SF ‘Ili SHEET 1 OF 3
C> --� ---" --�- STORMWATER RUNOFF1.- ._ PROPOSED SWALE _ . . — 9 9 0 4 6

REVISIONS
Z pate Description By
n
I
W
I N.C. HWY 21 �4�
' ' I III ti
o
I
7..... „7:21 'fl4 ,..., / �� III PROPOSED CROSSIN ' ` L$ITE N
';: ) ti`' OF NEW 6" WATER AN ,i 1J a "' III OF EXISTING SS TO ' I '-
le
,,,, J i„ 1 2,� X X .._, x x X X ':X .. = = = = __ = _ - - - _� PROVIDE 3'(FEET) i :,. 1 ��'S .• l'
Lig 114 0 L . salso,vj —� ' \ — -- — -- MINIMUM SEPARATION.- �_._..__ _ _ i ,' C �— — I /27.'
N
JitinV
(1) 6"
�\ , 1 ,a ?�J �'ti a, 11111 }� pi 22 1/2' SOUTHPORT
�0 BEND `�� ?�. BEND
��. 7-
0..
I' S 74'25'48 E _
PROPOSED 6" SDR 21 PVC -- �P i��ia�r sa•�,� —
o :..'• . . p a� o T
SRRP�
�' o 7 x r� �sy PROPOSED 6 OP AbD 8 LF
�,. .• , ,, : D 1 PVC ED F 24"� RCP
EximirtsVICINI Y MAP
'� .��..\ �o.o.ea --,. . . . 1= 1 S WAI E DISTURBANCE C }. ',
_ LIMITS OF 1 6 CROSS _ _vs SS ONUSDCEI
�- a S OF R 3 i
— 90' BEND �'� i swnL� �. URBaNCE --. i_.swALE_• 22' 112
-__ ____ EXISTING $" AC- / DISTURBANCE - ega s l3� 6 GATE VALVE _�-` `,► f'.• ° BEND'- AI!
-__ E
v f d W 5 ZT
i ~---- - - -_ EXIST _ I __ __ ,�__.. .___-
--t- EXISTING 6 AC TO BEa �
-_ - '- ABANDONED3 C "
�zian�no st:
- - -- EXISTING 6 AC-TO BE ABANDONED "'EXISTThG 6N AC-7-TO AMAIN — —
� — ---- EDGE OF EXIST. PAVEMENT �I T ..- . .. �—
I.
—_ — —
` \ — _._� —_ �__ — — - — — — — — - - — — — — - -
_ --.:__ ----- N.C. r C i U��A Y 2.11 1 5 Q' R W N �+ t —
\ ---- _— --��T --- T�— _ \_ of M/a owe bo'Z£e't •
�LlMlfis ( - - -- - - - --�' - - - - - - - -- - - - - - -, -
-- — EDGE OF EXISTING PAVEMENT — — — —
DISTURBANCE — �� ,. .•.», �y .� , .�. _. K..
- - —.
— a�3tv� ►tslx� — __ _.. _.._
�, w �^.9STIiVti WATER
-- LIMIT_, OFL
- -LIMITS OF ._ - B _ _
- LIMITS OF _
DISTURBANCE A..: - -_. - - DISTURBANCE DISTURBANCE"
t11
14 `R
-It/ t _ - - - - - - - - - - - - - -- .3/� LEGEND z
PROPOSED NEW ASPHALT
Z 4
EXISTING CONTOUR Z
NOTE: +tie' EXISTING SPOT ELEVATION6:: r:L4 Z
PE54 Z
CONTRACTOR TO FIELD VERIFY O
EXISTING HIGHWAY ROAD WIDTHS. r��' PROPOSED SPOT ELEVATION
CONTRACTOR TO FIELD VERIFY g
ali
EXISTING UTILITY LOCATIONS LANDSCAPING W/ AREA E-I ~� U
AND COORDINATE TAPS WITH (325)
THE CITY OF SOUTHPORT.
Z
INLET W/ INLET PROTECTION 0
4
SITE PLAN TSF
X— X —X TEMPORARY SILT FENCE ›•I w 0 0
SCALE: 1"=40'
LIMITS OF DISTURBANCE Z
Z [
'—� —ow- --Po- STORMWATER RUNOFF W
ET
--1"`"- —� PROPOSED SWALE �I
lit: 1
a
zw 1
1
• ;.
1
4
O 9/II Qt.'
CO
P4:;\ 1151
a III \ C
III
ICI
MS
24, % 1 ‘ '. Ill
' ------ U X M , �XL1)(
.� �rX!i.„7 ,,,,, I ., U1N °
s �s I!p _ _ _ __ __ ___ r4 i le'
S 74°25 48E _ 8
Zi i i i i �� ��� i � .� �'-1 W
— _ ------ - 30'JZEEAE�hI _TAPES -- til
y•
. ill
4� w S,y 534.33'
i f
4.
•
r, ' ,_ , X ,° O �' 100 330' APPROACH TAPER v O I
4 WIDE SOLID DOUBLE 4" WIDE �,e z �, -- -
NIHITE LINE SOLID YELLOW LINE(TYF'.) , - — ,,, ;a w —Q�,:oo.-_ � STORAGE - „ �1 Z CO
,�,, '�_" 0 4 WIDEx2 LONG WHITE 4 WIDE SOLID r, N N W
�� ��' [MINI-SKIP LINE WHITE LINE W I I g
(15' CENTER TO CENTER) rn O 0 O
IN -411•1
N C�
«
ta:14 WIDE SOLID �'
WHITE LINE - Z = \-4"
/ _
n
8" WIDE YELLOW 4" WIDEx2'LONG WHITE / L' �0WIDE SOLID
DOUBLE 4 WIDE WIDE YELLOW .,
1:1 DIAGONAL, LIE INS—SKIP LINE �4" WIDE SOLID WHITE SOLID YELLOW LINE(TYP.) 1:1, DIAGONA LI E WHITE LINE
,1
55' SPACING�TYP� �15 CENTER TO CENTER) TURN LANE LINE 55 SPACING�TYP� , ,
4" WIDE SOLID WHITE T� I " t.
`�'
TURN LANE LINE 4 L!
l.________--------_�__-- --_-_----_----_- 32APP QACEi ER____
-- --------_ -- 220' BAY TAPER _—
100' r 100' MIN. ----�-- 330' DEPARTURE TAPER —� \\\�`��N �0,,,���.
STORAGE IN 55 MPH ZONE CAR
''Ess i
' — SEAL
NOTE: '•• 17374 ,•Q-\
1. CONTRACTOR SHALL PUT A 1/2" OVERLAY ,1 �<
OF NCDOT SAND ASPHALT PRIOR TO `�jpA- .''•FAGiNE ''•'`�
RE-STRIPING. —Th
/'0� CREG0 -(\ \,.N
2. CONTRACTOR SHALL COMPLY WITH NCDOT \ � �+�iiiiii����`�
STANDARD SPECIFICATIONS FOR PAVEMENT �Po
,-.
MARKINGS. SEE NCDOT STANDARDS 1205.01,
DATE 01 -07-00
1205.04, 1205.05, AND 1205.08.
3. CONTRACTOR SHALL GET NCDOT APPROVAL DESIGN PG f
DRAWN WH
OF LAYOUT PRIOR TO STRIPING.
4. CONTRACTOR SHALL COMPLY WITH NCDOT
PART VI STANDARDS AND GUIDES FOR TRAFFIC
C2 ,
CONTROL FOR HIGHWAY MAINTENANCE. N„gVNIrC,YA1
0 �aaa
STRIPING PLAN -so
SCALE: 1"=40' SHEET 2 OF 3
99046
Alli'--r

SITE WORK NOTES REVISIONS
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
/0. 1
VARIESf10' MAX.) CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. Date Description By
G AS DIR. BY ENG. 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
2x4 WOOD FRAM OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
,. 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
J�u Sp eQ�,d \ SEE IN ACCORDANCE \ \ �� STEEL OR WOOD POST � WOOD OR STEEL STAKE
-
/ Q (� M-� / 4� �,\/� S•� WITH GRASSING DETAIL �Opv //�\/�\,\, Zf / -1 _ 11\, '
FABRIC VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
J ( P F, • S�0 S ��� WIRE FABRIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
~�, \/\ \ ,\ ' r NUNN
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
MIN. 12-1 2 GA. o I FILTER FABRIC REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
/� //�\/\ \,/// SEE SITE PLAN FOR INVERTup
/
\� INTERMEDIATE WIRESI LL ( _1 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
w/SEDIMENT WATER
�� / / / "' ce I REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6" MIN.-- C /> TYPICAL GRASS ,A, / / k, 1 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
2" � NTS _ I �' ��OO SEDIMENT w jam, 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
- 3 �/ ' i - , -i M BURIED FABRIC SKIRT EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
COARSE AGGREGATE N`L r AS DIRECTED BY ENGINEER FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
/� �� � � ��, o d \----ANCHOR FABRIC SKIRT I 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE
TEMPORARY AS DIRECTED BY ENGINEER PROPERLY PERMITTED FACILITY AS REQUIRED.
n 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
CONSTRUCTION ENTRANCE �' 3 V V EX'STING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
NTS WHERE RUNOFF IS DIRECTED EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
AWAY FROM CURB, GUTTER 2-Cr 0 _ _ L _ THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
7" CONC. 4000 psi SHALL SLOPE AWAY AS SHOWN ,,2x4 WOOD FRAME WOOD 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
-6 6 NOTES: STEEL STAKE RECONNECTION AND OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
-#4 REBAR C� 18" O.C. EACH WAY CLASS A CONC.- - 1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND �N�,ET /
Al 1 :�'• SHALL HAVE A MIN. OF SIX UNE WIRES WITH 12" STAY1U11111'---2-1
GRATEBURIED FABRIC SKIRTAPPROPRIATE PERSONNEL.
ASPHALT - x11. EXISTINGSURVEYINGPERFORMEDBYANDSUPPLIEDBY THE OWNER.
SLOPE 3 a 3"R p SPACING. �������,������,�. y����c�,.�c•
���� 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
< may a _I 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF ` ` ��iQ��%¢���%����i`�Q��%4: i / THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
36 IN WIDTH. FABRIC SHALL BE FASTENED I____r,�! - - �`�`�`��`1.1,14`�\"NI `��oI'�
i wi •._ • . • •"•` - 1 8"R " cn ��,%��%i��*.: ���i�, 13 PRIOR CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
rl �a l • _ ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE ,�,� (/�tl
' 4,..45). , �,, ` `�`����������, � HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
• � �, �� ENGINEER ,.�� 14. AL
��rr 'I"iF"'IF 1!F'"'Ir •
• •7' •T' • •7; r•7; •7: •7; •7' 7; • ! i .mil• • "• 3. STEEL POST SHALL BE 5 -0" IN HEIGHT AND BE OF THE GATHER NO L PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
1� iTt �. brit .�blt� At W2Ii ii� DRAINAGE AWAY FROM CURB IX .%%
a �.•1*i�`a�i.� ja �G•���a• q ���1� I ��, q SELF-FASTENER STEEL ANGLE TYPE. ATo'SRNERS '`'� AT FINAL GRADE.
_ 4. WOOD POST SHALL BE A MIN. OF 6 IN HEIGHT AND 3' 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
----4" ABC STONE I ��� 1"PI.• "kg TO 4 IN DIAMETER. WIRE FABRIC SHALL BE FASTENED NOTES: METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
�I��.y •�� � �.A TO WOODEN POST WITH NOT LESS THAN #9 WIRE STE.OLE 1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET of NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WiTH OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. u
�����,' ...= �� w POLYESTER, OR ETHYLENE YARN-EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW I-I
D U M PSTER PAD DETAIL ri'•+'!: •�� w - , 2 „0 1 1/2 LONG INHIBITORS
LB/ 11AND MIN.)-THAT CONTAINS ULTRAVIOLET RAY AREA AT A MAXIMUM of 1.5 FT ABOVE THE DROP INLET CREST. 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
NTS .�`• r...ar lop, cn 1 -6 6 INHIBfiORS AND STABILI2ER5. FABRIC SHOULD BE SUFFICIENTLY WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
�. 4k'Ot t i•amp: POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY 8. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND
CLASS A CONC. SEDIMENT POOL BURLAP MAY BE USED FOR SHORT-TERM OR 12 I THE TRENCH WITHPAC AT LEAST 4 WCHEs OF CRUSHED STONE OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
•frOt •�� ,�•, �' TEMPORARY SILT FENCE' APPLICATIONS. T MUST BE REPLACED EVERY 80 DAYS. OR 12 INCHES OF COMPACTED SOIL TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
v'• • `�:, �I �� ASPHALT SLOPE_ 3"� r 2"R T� 2. CUT FABRIC FROM A CONTINUOUS ROLL T° ELIMINATE JOINTS 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
*l • o NTS ov>:RLAPPm To THE NEXT STAKE ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
2" ‘11 TYPE I_2 (NCDOT) ,, ' •a.'�� - " a I 3 METAL WITH STAKES,FOR MINIMUM-I OF(WOOD(PREFERRED)OR EQUNNFNT ELEVATION DOWNSLFRAOPE FROM THE DROP INLET TO KEEP RUNOFF FROM
" ""` a� 8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
8" ABC STONE (NCDOT) , $ R a 4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
/ _ '° A MAXIMUM OF 3 FT APART, AND SECURELY DRNE THEM INTO BYPASSING THE INLET. iT MAY BE NECESSARY TO BUILD A TEMPORARY
SEE PLAN THE GROUND, APPROXIMATELY 18 INCHES DEEP. DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE. AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A T
y. , mo f"u ,Mb DRAINAGE TOWARD CURB CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, v
I� �r� •�•• i� �� TEMPORARY FABRIC DROP INLET EROSION CONTROL NCN BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
O�•,0 *Om •� _L NTS
NIGHT REFLECTING.
20. DUCTILE IRON SHALL BE CLASS 51. T/1• • • • n � �SEE PLAL, :RICK, :.�hac OR cMU 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE VV 11
1=III=III= V
TRASH «
_ CURB SECTION SECURED To BOX STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED. �T�I I 1--III=1 FILTER FABRIC ____ _„ TOP OF OUTLET: 20.50 INV OF SPILLWAY: 21.0 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR i"�'�
MIRAFI 100 X OR TOP of POND BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
NOTE: PAVEMENT SECTION MAY VARY ( NTS ELEV. 22.0 (MIN)
DEPENDING UPON FIELD CONDITIONS. APPROVED EQUAL)
CONTRACTOR SHALL COORDINATE SECTION A-A +' STORAGE REQMT.:20.41 -
w OWNER & GEOTECHNICAL � PAD FOR BC THE CONTRACTOR.
II = 4 6' MIN. .•,wS• _ 23. SE GEOTECHNICAL REPORT N0. DATED BY 0 VI
ENGINEER TO DETERMINE j 111I- -I :-1 +•••.•••;�::•:•=•: !null ______ FOR ADDTIONAL REQUIREMENTS.V MENT SECTION. � OR DE1t�1L - I I-II ACTUAL PA E GY DISSIPAT 8" 24 8" LII=11'=_ _ •' _-11=1ICONSTPUCTION SEQUENCE O
ENERGY O ORIFICE INVERT: 19.0 LJ 1=11_II-.. - _11- 1. NC CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
Zry�IT 7 EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). I
SECTION NTS - -I�;i=n= ... . . . . .. . . _ .-I- 1 ZPAVEMENT =11= ••••�• CLASS A RIPRIP STONE; I/1i l+ �+•� 6" R �ooXlc 11-II-•.•• . . . . .• •.• II 8oAu To ELEVAnoN 2. NC SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED fffff
r INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. I� I
NTS '• •4 li III I I 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
- .��.��, I I " OR EQUAL
�� � '/ i •w•w•w.w•�•w•w•w•w•w• BLT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. •.
/MARKED• SANITARY SEWER OR o /� ���� ■ INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
STORM DRAIN AS REQUIRED
RING ADN COVER ASREQUCONTACT '. :�,j FRONT VIEW EXISTING EMERGENCY SPILL WAY DETAIL
CONSTRUCTION.
♦. ♦ , PVC PIPE W/ SCREEN NOT TO SCALE 4. AL_ EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
Zi I E.-I
1 r.4
/ SURFACES
TO SHALL
REBEEVEN MACHINED
A ���. �.' DIA . s.25 INCHES
OF COVER ON RING.
FINISH AS GRADED - �' NOTE: SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL.
_ `�i����'�� TRASH SCREEN TO BE � REBAR s' 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
TOP OF COVER irav u�errira7W/Irre
�� O.C. +- E.w., WELDED TO 3x3x1 8 ANC, "x6" DOWNSPOUT TREATED LUMBER WALL C O
A �'Q A STD. cm of WE DETAIN PLNI K oR CMU JAY R. OSAM, WALL BOLTED TO- = �, FRAME; HOT DIP AFTER FABRICA ON LURN, I
/ TRASH SCREEN OITH CO. SUPPORT DLRING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
�p _,, M.H. COVER SEE DETAIL BRICK, BLOC OR APPR7VED EQUAL) FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
.VXSHEET SD-14-01&14-02 �.� SECURED TO BOX LJ U y U 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPSCT) Hi P...4
_ 5 m �� ---3/4'CEMENT PIASTER p
a OUTLET -- TOP OF OUTLET: 20.5
Nom
INVERT ® I ( DLRING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
BOTTOM OF COVER "� =\- MAX. CORBEL I" <<�l 18.000 - NV ENTERING STORM DRAIN PIPING.
Al PER COURSE 1� 1' STORAGE REQMT.: 20.41 I ' I OND SLOPE (3H:1V) MAlamiguy
o ,ems -n=11�11�11
1y.. a 's STEPS • / _ , �" .Ic1�1I=:non=n. -. 6 �V 1 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. �� X
OFiNi8. AL, DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
y SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
cr, - t'-1 t 1/2" w r _ 4" - I AL SLOPED AREAS TO BE SEEDED WITHIN 15 DAYS. r I
- p ORlr INVERT' 19`00J_ 9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
N _ 4-0. 6„ v"'_GETATIVE
a+ = - - t 4"x6" 90• BEND
SHELF L10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
1 = A \\!;/, N SEE DETAIL FOR POND SECTION _ - - PLAN PROVE TO BE LESS EFFECTIVE,
7.1i2.' - %
= - GROUT -Ti -M.
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
"" - .rn,..a., • _! - -L 6"x6" PRESSOR
�'�` -_. r TREATED POSTS ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. T 1^1
(1MANUFACTURERS) 1'-9 5/8 El •�',�1•I- ���•�•�r•�•�•�N 'y _. 1= R WORKING DEPTH: 12.50 6" I `J 1
(j MAINTENANCE REQUIREMENTS
NOCMH-GRESR4 " f y �`'�4.4 v.'r ,• , 111 f4 BARS 6 12' O.C., E.W. FOOTING EXCAVATED DEPTH: 12.0 SEDIMENT STORAGE L - - 1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
Nb. H- YB-24 1'-10 - - EXISTING FOREBAY WALL DESIGN
O. MH-RCR-20O1 _ l n^� ,;';'<';;** ,;.,'.,.5 t\' ';':,u SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED. •
NS. wLc + r` NOT To SCALE 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND 1
N0.EQUAL
4 MINIMUM WEIGHTS: STORM DRAIN MANHOLE EXISTING POND OUTLET DETAIL DOWNSPOUT/ROOF ROOF LEADER OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
OR EQUAL 2'-9 1/4 - RING - 190 LBS. NOT TO SCALE ONE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL •
COVER - 120 LBS. 1
SECTION A-A NTS T eNSITI N DETAIL
NTS 2' (MIN) PRACTICES AS DESIGNED. • 1--i
MANHOLE FRAME AND COVER3. SE)IMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET O
TOP OF DIKE: BLOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE714
MIN. TOP OF POND: 22.0 MSL SEDIMENT POOL NO LONGER DRAINS PROPERLY. •' co
NTS 2.5' (MIN) 22 O M TOP OF DIVIDER: EMERGENCY SPILLWAY WEIR: 21.0 MSL 4. SE)IMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT I N
1'-s" x 1'-0" x 080. STD. ALUM. 11 I 1 20.5 MSL 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
SEED AND STABILIZE 1" STORAGE POOL ELEVATION: 20.50 MSL TO MAINTAIN A BARRIER. (t
- HANDICAPPED PARKING SIGN 3 ' << � . SIDESLOPES 3
5. '. SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING �i
TO READ "RESERVED PARKING" NORMAL POOL ELEVATION: 19.00 MSL -Air:-. 1 SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS �� ;�
= WITH IDENTIFICATION SYMBOL. o �i -�1 1 3 r6' ® 6H/1 V DESIGN SURFACE ELEVATION 1
RESERVED BOLT TO WD. POST W/ 3/8" CANDIUM /
PARKING PLATED NUTS, BOLTS & WASHERS SE VEGETATIVE COVER.
D0 9" x 1'-0" x .080 STD ALUM. SIGN - \/��,, POND BOTTOM REQ'D I. (•'1
TO READ "VAN ACCESSIBLE". o \//�
(CS
o DESIGN SURFACE ELEV.: 19.0 1 3 r t \i MIN. POND DEPTH: 12.5 MSL ' � U
6 BOLT TO WD. POST WITH 3/8" CAL-- o
PLATED NUTS, BOGS & WASHERS o POND BOTTOM ELEV.: 12.5 EXCAVATE TO 12.0 MSL Q ,-.I
9" x 1'-0" x .080 STD ALUM. SIGN o POND EXCAV. BOTTOM: 12.0 0 Cep
--- _ OVERDEPTH GRASSING DETAIL '�
"coTO READ "MAXIMUM PENALTY $100, ALLOWANCE +- r'' CO
12" GS 20-37.6 BOLT TO wD. POST FOR SEDIMENT EXISTING POND WITH F O R E B A Y SECTION SEEDING MIXTURE �.t LCJ
O M 0o STORAGE, 6" MIN.
_ S01 .Rs
WITH 3/8" CANDIUM PLATED Cf)
- m e� NOT TO SCALE RATE (Ib/oon� I ( a
n 1 1 $" n 1 1/4' LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS.
��� �0 WHITE SYMBOL ON BLUE BACKGROUND FINISHED EXISTING POND SECTION PERICEA A e"'"2 50 +-� Z
`V' m BACKGROUND WHITE PRESSURE TREATED 4"x4" POST. soA to 30 �pzi
A p NOT TO SCALE HIGHWAY GERMAN MET 10 Z`' w
II� Ii GRADE RxW R T ALL FESCUE 5o FALL GRASSING DETAIL Z
DUCTILE IRON
-- - IINIM CASING PIPE CARRIER PIPE SEEDING MIXTURE +� I I
A SIDE E1E1IAT10N ---- _.,,-1-+ 2"R( ), -1-1/2"R(TYP) •�• �.t ��:•�"r�i ' SEEDING NOTES Pm Pro ii i q `'" 0 a w
10 3/4" r / ��.tirat 1i�L -Ny Z - - -- RATE (Ib/aorW) .H-� O 0,
EE-
1/2 GRgpE 6U MAXIMUM �• ��_�� 46 •4 1.WHERE 11 NEAT APPEARANCE IS DESIRED, off SEAICFA Rye (groin) 120 a ea) On a
STEEL REINFORCEMENT MAXIMUM . I VAN I 1-� I I I L= 1 I C USE COMMON eDIUD=cRAss ONLY CH ISOIA�D SITS WHERE IT CANNOT BE-
MAXIMUM (''�
12" 'ssl �,S"cTYP) = 1= I IIII I DAME A PEST. 9ERMWNGR0.S5 MAY BE REPLACD wrtH S Ib/x,.CENIPEDEGRASS •
PLAN vl�w ��$"fir P; _ _ o NOTES: SEEDING NOTES U •r', N
s$ NE > «'- 6100 1 -III-I II I -I 1 I THE
FOLLOWING
INOTESgs SHOWN ON ALL I I SEEDING DATES en
n 1 ° I�__ 12 12 ; FI C - - N UUrF�1
I( I 1 , -I III-I I MOUNTAINS P - AUG. 15-DEC. 1a
_ THE PLAN - PR LE SHEETS. I I �ASTAL PLAN and PIEDMONT - AUG 15-DEC 30 ol
LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN _ CASING PIPE " pL L WATER PIPE FROM RIGHT-OF-WAY TO APRIL 1 -JULY 15 II• O� '_I 'I
p qN SECTION A-A BACKGROUND - WHITE BACKGROUND - WHITE - _
A TER A g iRIGHT-OF-WAY AT HIGHWAY CROSSINGS HIGHWAY SOIL AMENDMENTS �+ a
-1 1=1 I -=111 $,I, SHALL BE DUCTILE IRON, SOIL AMENDMENTS
2 I 2. CASING PIPE SHALL BE STEEL WITH A �� FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
- MIN. YIELD STRENGTH OF 35,000 P.S.I. APPLY LME AND FERRL�R ACCORDINGTO SON TESTS. OR APPLY 3,000 b/Ban LIMESTONE AND 1,000 LB/ACRE 10-10-10 FER11UZER.
1 MANHOLE STEP DETAILS TYPICAL HANDICAPPED SIGN DETAIL _ : : - - A, = TOP OF CasIN z O,LNG TQ EXf D
3. W T10N OF CASIN PIPE SHALL BE PIPE TO EXTTTI I n Or' S'P GROUiID AGRICULTURE LiESiONE AND 500 Ib/¢n 10-10-10 FERRLIZER.
�.\ B 5 r 9YD Wp�Gdpo�JACK y�� AR TODRCH C o "� F LL SL E.NTS �i _I-�1, ' �s , �IP s�HALLnCONFORACI b" EPT. OF RIERS.� TOP OF CASING / MULCHCL APPLY 4,000 LB ACRESTRAW.ANCHOR STRAIN BY TACKNG WITHASPHALT, NETTR40, Loa-
NTS ,�
BE
110.)1C
SPOiZTATION MANUALUCIES AND _ _ MULCH Y a� - - PROCEDURES FOR AGCONMODATING - ;a .lJi1LR1E5 ON HIGHWAY RIGHTS OF WAY". APPLY4,000b arGRANSTRMYORIWTALDTCCI04;OFANOTHERSUTABIENOTES: HAND RAIL - SEE ARCH. 5. CUT A LENGTH OF PIPE SUCH THAT A MULCH. 9Y TACKRNiWiTFtASPHALT, lOOR NETT OR BYp•IPNO a 11. SIDEWAL.K THICKNESS H L BE 4" UNLESS NOTED OTHERWISE. 2 JOINT EXISTS AT BOTH ENDS OF THE _ TOOL.A DISK WITH L40(S SET Y STRAIGHT CAN BE yNTENANCE `
1 2. CONTRACTION JOINTS C. SPACE SAME AS SIDEWALK WIDTH. tT� ,-, 8. GRE ENCASEMENT.
THICKEN SIDEWALK TO 6 AT DRIVEWAYS. ENM CLOSURE' PIPE SUPPORT
3 8. GREASE ENCASEMENT AS REQUIRED ASSEMBLY. SEE
USED AS A MULCH ANCHORING TOOL
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT A B FOR EASE OF INSTALLATION. DETAIL THIS SHEET. IY.P°1r and r•f•rUYz• do�rwged areas 1mrtr.dlateA. Topdrep with 50 Ib/oar.
°f nkr•gen In March dinar
fa rncwwry .to axbnd tsrnporory coMr ,� '
__ 1" I 6" I 1" 7. ENCASEMENTS SHALL EXTEND FROM DiTCH MAI �C'E Korean ( In overload �) lth espede°ain lab (Piedmont
1Ao°rchl.�Oin V //
WITH NO CURB. 25 CONT. TOP OF WALL fff "'III
5. 1 WITH
EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK ELEV. 27.0 LIf1E TO DITCH UNE IN CLR SECTIONS ENCASEMENTS SHALL EXTEND 5' BEYOND EDGE OF
JUNCTIONS,EXPANSION
AT ST OINTURR S AND AS NOTED ON SITE PLAN. O 16" O.C. 5 BEYOND THE WE OF SLOPES IN FILL PAVEMENT MID BEHIND CUR SECTiQNS. OR FROM RFFERnLI�THE FOLLowNG APFeL WITH 50 b/ep. NTRDGEx REPEAT As GROWTH \\\���\11 11 /�//
6, PROVIDE A LAYER OF 151��LDG. FELT BETWEEN WALK AND ADJACENT , Too�o 8" SECTIONS, AND 3 BEHIND CURB SECTIONS. $D(T� �o� Q E IN (UT c 1 NS S MIT BE MOWED ONLY ONCE A YEA S NFE E A NEAT APPEARANCE IS
SECTION A-A WHICH' N' R'i ATESrSI OPEs INsI`ILi°SEC To'r°�s ".,.�` Lc C' O�/'i,,
PARALLE CURB OR STRUCTURE. SECTION B-B �� OMIT s AND MOW OFTEN NEEDED.
'7. REINFORCE w/6x6-10/10 W.W.M. a
�E LATE WINTER do EARLY SPRING .""r-#.4\
NO CASING PIPE NOT SHOWN HIGHWAY WATER GROSSING DETAIL TEMPORARY SUMMER GRASSING DETAIL T°i1P01 GRASSING DERIL SE :::1q-:
_
Alrii 6' 2. LEGS ROTATED OUT OF POSmoN
_ - so'_MAX._SPACING -_ a� '� SEEDING MIXTURE -cT 5 VERT. ® 16" o.C. CARRIER PIPE HIGHWAY PIPE SUPPORT ASSEMBLY FOR cLARrry.
DIMENSIONS SEEDING MIXTURE _-O 'LAP SPLICE 30 BAR CASING PIPE MARK NUMBER VARIES 0'-6' 6' Rye (Grin RATE (Ib/acn) - 173; ` NOMINAL DIA.O.D.O.D WALL 12 3 4 A B C SHOULDERCURB in) 120DIA IF REQUIRED) -. - �`TE ��/° � q �`�fMESE EP .or, l G17iANH YNLET 40 Mnucl q •za Kobe inw i Ar,• JOI I-- ,. " ^ ---1/2" OVERLAY OF PisdmontPond Co(aatal Ploin, i /,�' F' l �R g q N THE PIEDMONT AND MOUNTNNS,A Si4LL-STEMMED St1N1}1NGRASS MAY BE Korean in Mountains 50 / A ••• "•'' •
- Z" P' D[F�LL� ER®ABRI - . I`.�-'- 12" 13.2"20.0" 0.25' 8'x2"x''/4" 6'x1 3/4"x1/4" 6"x1/4" 3/8'0 17.7" 1 3/4" 3/4"
Mil
"`" CC O H S ALE & NAILD 3" CLR. NCDOT SAND ASPHALT SUBSTITUTED AT A RATE OF 50 LB/ACRE I.pWeza when duration o1 temporary cove, is not to extend
/'�7 \\\\
10" 11.1" 24.0" 025' 8'x2'x1/4" 6%1 1/2"x1/4"6"xi/4' 3;8.0 VARIES 1 3/4" 3/4" APPLIED FOR RE-STRIPING Obeyond mit annual , �'REGGR�
T� WALL OVER ENTIRE TURNLANE AREA SEEDING NOTES Jan. 77<<1f11III1��\
BROOM FINISH PERPEN(i+PA� - 8" 9.05" 16.0" 0.25' 8'x2'rt/4' 6"x2"xl/4" 6"x1/4' 3;8'e 14.05" 1 3/4' 3/4"
PLAN
a PEES„ �� °'�""" \ M0LM4TA S - MAY 15-AUG. 15 SEEDING DATES: .
PLANle NMI 7 =; 6" 6.9r 12.75" 0.188' 13%2-xi/4" 6%1 1/2"xi/4' 6"x1/4' 3/8'0 10.90' 1 3/4"3/4" EXISTING PAVEME� - -1-1 1/2" LAYER PIED110/1T MAY 1-AUG. 15 Mountains - Move 2500 ft Feb. 15-May 15midmone +
ELEV. 24.0 TYPE I-2 (NCDOT) cxllslAL PLAN -APR. 15-AUG. 1s Betow. 250mayo It: Feb. ,-May 1 DATE 01 -0 I-99
BLDG.-STRUCTURE �� 11 1 • _ 4" 4.80" 12.75" 0.188' 8'x2'x1/4" 6'x1 1/2"x1/4' 6-x1/4' 3/8"0 10.90" 1 3/4" 3/4" 1/4" PER FOOT f l Plain - Dec. 1 Apr. 15
4"sioeww `\ - • #4 0 12" O.C. No s. - - - -- 4% SOIL AMENDMENTS DESIGN PC i
1/8"R TOOLED 2S'L ' EXP. JT. ; 1���� 1. CARRIER PIPE IS D.I.P. PUSH ON JOINT, USE ONE SUPPORT 3 VANI L ASSEMBLY o
JOINT-- 1/4"x1" DEEP w/AN oil' '"``� �1 �L,1r '�16"" CLR. ASS PER JOINT AND PARTLhL JONT. 4. CHJ1�DMpk1pM�P/L�ATE AZLELgNL�U1S�TAEEND BOLTS. MA
TURAL LEAST RECOMMENDATIONS OF SOIL It51a OR APPLY 2000 LB/ACRE GROWS)AGRICLE-
PAittS AFTER FABRiCAT10N. - - - - - _. _ _ _ X. FOLLOW SOIL AMENDMENTS DRAWN WH
750 LB/ACRE 10-io-lo FERR�R. Follow recormrondabone of�`�' F. �' 2. CASING PIPE MAIE}21AL IS STEEL coil tests or a 000 Ib acre round ricul-
1/8"R TOOLED JOINT .�_�x �,.- T 1 -
1 r, ' n- =n 11_11 _ * L •• FNCAS E ENT DETAILS '_ <urol limestone a,� �5D lea . ,D-,o-, r .r. / G
°` 1:1 SLOPE
C 3
i ) . , :
_ =� , = MULCH
axa-io/10 w.w.": a"Pn ' NTS I I APPLY 4,000 LB/ACRE STRAW.ANCHOR STRAW EA'TACKING WITH ASPHALT, NETTING. MULCH
SECTION 5 1/2' H B I- I I I - ORR A MULCH ANCHORNG TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN lE AMPLY 4,D00 LB//ACRE STRAW. ANCHOR STRAW DI TACKING WTH ASPHN T, NETTNG 3 "�� s
1/2" EXPANSIONCAR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT GW
JOINT MATERIAL CONCRETE SIDEWALK COI`(TROL• '.� 6 _- � " III I I I
USED AS A MULCH ANCHORING TOOL.
NOTE: USED As A MULCN ANCHORING TOOL J
EXPANSION JOINT (E.J.) CONTRACTION JOINT (C,J.) TYPICAL SIDEWALK AND KEY REQ'D FOR WALL > 4' HIGH 1 PAINT STRICTOR T ERMOPLACTIC) SHALL BE DONE MAINTENANCE N �`
AN 1
HEEL CHAIR RAMP DETAIL 4'-6' BY CONTRACTOR TO NCDOT STANDARDS MAINTENANCE " 1
SIDEWALK JOINT DETAILS TYPICAL CONCRETE RETAiNIN WALL SECTION TYPICAL PAVEMENT WIDENING SECTION _ GROWTHa NOT FULLY IREFET A� ��'
IM-
MEDIATELY FOLLAMANG EROSION OR OTHER DAMAGE. Ra4«rtilize N growth le not fully adequate. Reseed, refertIllz« and mulch im-
NTS I<, m.dlat.y following erosion or other dortwge. SHEET 3 OF 3
NI 99046

\ \ \' \ '\ REVISIONS
1 \\\\
\ \
11\ \ \ \1 1 1 N C G:.., w
1 I \ 1
\ -vv r 2/1 '\ '.
1 I 'k\
1 ��' ZsrrE)( ‘ I \ \ I\ \ . N
1 I ��'
1
$� /1 1 1 SOUTHPORT•
..,
....
� � � / 1 1 1 1
(y°V .A , I 1 \ 1 VICINITY MAP Z
/�A.)--
' 1 NTS 0
' c- \ \
\ 1
1 I I\
/ II1 7
\ \ 1 \ 1 0 �
r...) F—I
il >-'\ \
/ 1 1 I 1 z �
/ 1 1 1 1
1
1 1 III\ oQ
cri
I
Plza" 1
H ..,=
4
,i/ / �, ► i, 1 i W
/// 1 ,��5� 1\1 I �LAN
// / :• FOR TURNOUT 0 W1-1
Ol � 1 � 1 �^ . \ SEE SHEET C2
s ti�'' '�iw - Ili O.
I ? TN
W �'
111- GN . ,I�'�!� 1
/ -i, � EXISTING � ► r X �^ '+ I ,.,,�I
bc„ \ Lin ' :0 I, --
��`' // ? 111 ROAL.EIDa '444101 m I ., `\ , \ 4 r24 zy / /// /� / I ,►. � 1Rr_.z. .
, ,
a 111
,// / / \ ' **41t.A.%\ I ,1 VI " 41 z "
//
° A� :4441i4li "j It I, I 1 ..// 1
III z Z ,..,r4
a /// r,r A ° ����A v t, 1 --1 /' 1 z H
�� fi / /// ' /',>''f, 'r Ill 1 R .., I
�.
- \ *A I
\ \ / 1 Z X Z
/ 1/l r.> l/• fj ( I` 111 1 / R • N '� I 1 1 1+ F 9.eiri
�..�.� ^/l t \ 111 +. 1• FESW�E1 1 �{
111 10 15'x18 E.D. �+ \
3' ' r 'r' / 111 �Exlsr. 12• s°'�'/
�,, ` \ 1 E"� O
/ / — RCP ?0 BE
. I �. (�
' ! REMOVED ? N , 1 1"r�
2 / ' ° Frr' NITS OF w cn '� rti
I �..� ��
! 1 r DISTURBANCE _ / - = _ / 1 �. \ 1 1',
/ V w
/ f't ` // �`n I " H
� f1�cr
o'! A
�/ ..- .,.+ �" E�� /� �. i� �'� FOP ry�.+f �'— '—�L`/ "MM� "Mrinp'.� ��. i i � a O
fir• I�" ?6. / RCP TO BE 29r ^O� ', AT�H I\,,
1 '
�.-f F i r-- 7
�ENOVED—REM ii:::4
, /, XP INT ` I 1 F—I Cl)
ki
/ UU4ITSOF �/'� Cl) V
/ /12�,,,;/ cv tie rtia� �� 1 n �-- 4� �� 1� 2 DISTU BANCE 1 V 1 V 1
_ ' -- - 10� I - ' Im o
\\I\
. / / : l' /
— 0 , 1 .„,
, I ' 1 \ lit'''''
� '�?e �6 50 TENPo G �p
/,r GRAVELED 1 , CD
1 1\ 1::LA
' 1-1
r'.� •��` ,, N,, ?> 'l;! (CONSTRUCTION 1 ` u.1^ ,X �I
50, r
Il ENTERANCE 5' ►►7 0 ! 1
UNITS OF // °r ', hopl i' 1o; 1� XDISTURBANCE i `� 1 `' 9�' Q +, 0 1 1 v
� 16 24, 1i XIST. is' i7i .} 1g• 1 ,➢ S
RAGPAD f f 2s•a �' /,'RCP TO BE �> : '+ l 1 TOLB3 T (� I i
k
SEE SHEET C35 ?�S .Lh? TYP. I ill REMOVED 6 > ?7fr 1 IZ = y IN
EE AND/OR a EXISTING D.I. ,, .' LA REMOf.. C ,
STRUCT. DRAWINGS P L 5 "• q PROPOSED C.I. N 26.3 Jf " •`'At6, N 1 `} 1 .4 '--4-I
FOR DIMENSIONS. '' G ` aiTOP 25.7fNV. 23.15 f/ a>o RCP TO BE ,� Y 1 ➢ � \IO.,IWi / ' , '111fOE4 1` �NV. 21.20 ,.',fff REMOVED 1 , `� APPROXIMATE LOCATION OF EXISTING 6` AC (7�
�;` r' V`/// 2a ° rla 13 ,-PROPOSED C.I. 1 +. ' WATER MAIN. CONTRACTOR TO FIELC VERIFY
/ r,/ r je ao TOP 26.5 �> 1 LOCATION AND COORDINATE RELOCA"ION OF
!f/ / ,4. III r i-CONCR r '. INv. 23.35 A WATER MAIN wall S.E. BRUNSNACK CO. e-1
Al •
, J FLUKE :� ' ?s �,, a,_ OAF I 1 , I PUBLIC UTIUES DEPT. SEE SHEET C2 FOR Q (��
/ I 1 C s i.� '. 'psi 0 9`', �-- q. 7c-- )b It I ' OVERALL LAYOUT. tit\-fs2-' .}O l CO
/ + tih R p a ti f'I \ tie d LI �� 1 �-1 in 6
,\ 18 o ao l t tl 1° I 1 \ �FQj I I d
S'' *. IST. SUMH II — Al....)) 1 v v ie ° 1 \ 1 I
-p cv ,-1 r-• N. N w
//��c� ill* 2S CONVERT TO D.I. �6 J t ?e.s `� 1 1 1,� 1 1"I k
\\ �/ " Ci) /� F•I �-I w
/�� �v-�EIP 24.0 ° ; <f' '` \ �� + 1 1 W\ }.� O O I z
0> / v / , , , INV. 19.24 h` \ ti 1 Zee 1 C 1 II w
ci 0 1 24` N ryb• r 11 G r .�..� 1-1 p
/ 7 7--------EXIST.RCP TO BE , 1. �. 8. B. B. \ �Ai--
1%'''- �0 (A ; a
o + i / • REMOVED �TTr• I I I ��L5 \ ti may! ° 1 'I II ra-1 r-�
4� , 25.55 1 T / \..,..y.„,,.....,..... o ''.4&,40,_,,,,„EDGEH(1).-,"
yA' N F-Ili) 1 , �.i/ EXIST. •4` 2 - t It''t / t°� �i 0 rnf RCP �� BE ,/ w 1 FiREMO, II �> gh IDISTURBANCE 1 �� R�� �•� / � ��� �� 6� n �i 1;'1' '/ 0 o LIMITS F11 I' \{- DISTUR CE NORT'H CAROLINA ENVIRONhSENTAI �-+ LCS 0
tip• Ah o ^51 .3. ; \ 1 1MANAGEMENTCOMMISSION d' 1� Q+ (�® 1b ty' ;1) �`', i . ^ � ,. 1 . . Q 1 DIVISION OF WATER QUAUT'f
th
/ / _ 1 PI AOIENT'1� C, '-M g \z°,,,,u,ExREAuism\G1 11'I �L.�.�-� ✓ '
/ 1 ' B TIDING ,
N � 1 ;� 1 L18t13+ SGv�Q13/GAD
;� ' , SIIDE SlormwateRPew�nitINoIA/
fir ��•�� ilt • • NCkETE EXIST. 18` H '
SWALE--� N i/ / / :i:i:ii: ►e• ' cf / 'E?/JNING i RCP TO BE1.:..'.' ii _ , ALL REMOVED xV'---- 1 1 r� c��+ }E T1E INTO
I\
Y ,:::::r * I -� 3 STORY— EO UNIT HOTEL 1 ,�N
/ •. O ti PROPOSED .-i WATER MAN
1//
EXiSTING
4 ) p EXIST. 18` `O FlNISH FLUOR EEV. 28.6 6 SS 1 , }a RCP TO BE = SERVICE-7ERG DRY JACK 1 y A 1I 1, ��1111I II11 ,��
/ / Z \ U REMOVED ,�1: HOLEBORE I �Z , ! I } ��\\ N•� o //��i
D—A7
.. - - W I �` / .,. C,O. �� �� \‘,3\_:_o_20
Yq4" TAPPING SLEEVE �\ ..�1•. </�I/,,UX F171 x SU 6" AZER ' t GANG VALVE •'•••
p(71 y— X X ,`` - 223.34' - NM P • _•' l'\}4 �" a SEA L
ti .,,,.r 1 �j� 1 '� �� • ! b
�. _\ // ' ---- / �- ��"'ram �1 �+o � `� ! i �'� t 17374 �'' -
`N— - - � - -- T rr� - — -- f r,' 25'43'53"E li w }1 1 �• •�:
-��51
�� CHI �� �� "� �.•
c 0� ter, �3,.W 47 .35' �— 1~6`-ftl'rE SERAC 76.31' �� I II, II t E C E I V E ��j�'•F^GIN '•'`��
S 25 3'2 7 DISTURBANCE �i• •�� \\
I \
m BE PROVIDED INSIDE I �P S��.�« 1111
/ \
84.1 BACKFLOW PREVENTION \ q 1 �}
THE BUILDING. to l 1I 1 l LQ�� %,,��/REG01\�,��
o _.
EXSITING POND TO BE CLEANED LEGEND •
AND SLOPED TO ORIGINAL DESIGN. SEE ARCHITECTURAL ((1)) 4` GA TEE Og" i , '1 i
SEE SHEET C3. REVEGETATK)N AND FOR POOL LAYOUT (1) 4` GATE VALVE I 1� i 1 II
STABILIZATION AS NOTED.- - EXISTING CONTOUR (1 4` METEF2 S r c DATE 01 -07-0(7
PFiO # Jl u f81C�3°I aVIJ
D An
• NOTE: ALL 12:EN::WATER ROOF DRAINS TO (BACKFLOW PREVENTION �vB 1 � I� 11X I R�
\\V
TO BE PROVIDED INSIDE DES( N PGT
S
BE DD TO DETENTION POND. �ti EXISTING SPOT ELEVATION 0, �C/j I i \ i1
+ THE BUILDING,
NOTE: CONTR TO FIELD VERIFY h� PROPOSED SPOT ELEVATION 1 , 1-.0 I DRAIN WH
EXISTILffY LOCATIONS rti ns I ,
o THE CITY OF SOU HPORT N 1 } I 1 1 ( •' ,} FOR TURI q� �t �
1 rn } LANE LAl)UT \ 51�
�•�7�r (325) LANDSCAPING W/ AREA SITE DATA , I SEE SHE1T C2 a
�1 J r+ P J.+t�L� TOTAL AREA 1.91 ACRES • 1 I 1 1,4 ) �y� �
rn r^ BUILDING AREA 13,772 SF 1 L
t11 SCALE 1 =30 0 1
-V y4 INLET •
W/ INLET PROTECTION PARKING SPACES REQUIRED 80 R �4 1 } +. t� ' 3�1lG
G� 'jD PARKING SPACES PROVIDED 85 yr _ _
X TSF X TEMPORARY SILT FENCE ASPHALT AREA 37 5 O l
�� �• UNITS OF DISTURBANCE CONCRETE AREA 1,338 SF Q ?• 1
Lo ? LANDSCAPING AREA REQUIRED: 2,980 SF II.
1).\ C 1
o- LANDSCAPING AREA PROVIDED: 3,190 SF 1 I SHEET 1 OF 3
--w- --� —•►- STORMWATER RUNOFF tIi 1
-r---- -.- PROPOSED SWALE ' , \ 69046
1— .