SW8031031_APPROVED PLANS_20040127

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

cy ss0 STF. LLC
OLEANDER DR. INC HWY 76 ---- ------ -- + +
R�1j 3,>>,�Y
ob. FU TURF e VEL OPMEN T.W, STANDARD CITES
1 c� BOOK 29� 3, PAGE 622 �? # 1 °' ww►� I
+%i N o '-1 1 0 °' f j cn 1. PRIOR TO ANY LEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE
1 BOOK 33 ?, PAGE 509
♦ o , 1 , I Icb PROTECTION FENCI G WILL BE INSTALLED AROU PROTECTED TREES
3.♦ 0`'`-ry 11 k I I s OR GROVES OF T ES AND NO CONSTRUCTION WORKERS, TOOLS,
0k 11 I N MATERIALS, OR VE IICLES ARE 00
PERMITTED WITHIN THE TREE PROTECTION
00 ikRD I FENCING;
5HIPYA Z I 11 I 2_ ALL PAVEMENT
IN PUBLIC. RIGHTS- F-WAY AND FOR
01
01 �o�1 1 �-► I DRIVEWAYS ARE TOr BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT
o f ; 1 Jo d f I # STANDARDS.0. f I
00 �` 1 1 1 3. ONCE STREETS ARE OPEN TO TRAFFIC, coNT11 CT TRAFFIC ENGINEERING
$��+`.� i k I (RICHIE BROWN) TO REQUEST INSTALLATION OF FFIC AND STREET
C6 ZONED Y� 1C % + + 1 ►� INSTALLATION OFE SIGNS. STREETNAME SIGOSED STREET NS ES MUST E APPROVED PRIOR TO
I I 1 r
R-15 I 4. TRAFFIC CONTR DEVICES (INCLUDING SIGNS IAND PAVEMENT
0
17th STREE o I
f I o o'
o'�' � I I I � �"=1 MARKINGS} IN ARFFF OPEN TO PUBLIC TRAFFIC E TO MEET MUTCD
EXTENSION
Sos I I l r+ I N (MANUAL ON UNIFO M TRAFFIC CONTROL DEVICE STANDARDS.
S TE I I � � � 5. CONTACT TOM P TT WITH TRAFFIC ENGINEERI G AT 341-7888 TO ENSURE
I o 4 THAT ALL TRAFFIC SIGNAL FACILITIES AND EQUIP NT ARE SHOWN ON
I I I o THE PLAN. ADD A r NOTE TO CALL TRAFFIC ENGI EERlNG AT 341-7888
y I I XLnFORTY-EIGHT HOUR PRIOR TO ANY ExCAVATION IN THE RIGHT OF WAY.
VICINITY MAP �'�
NTS f m I I PD z I D 6. ANY BROKEN OR MISSING SIDEWALK PANELS VI�ILL BE REPLACED.
I" 7. CONTACT KAREN IDIXON AT 341-7888 TO OIS SS STREET LIGHTING
ZONED '�,' I c I0 I > � OPTIONS.
SITE DATA TABLE CHAI?LES STINSON CB (f � I � j m � S. PROJECT SHALL OMPLY WITH CITY OF WILMIN TON CROSS CONNECTION
I BOOK 2104, PAGE 974 U I I a I W CONTROL REQUIREM NTS. WATER METERS) CANN,OT BE RELEASED
USE: DRUG SPORE I BOOK 3352, PAGE 505 I 1 1 rri I v; I v I UNTIL ALL REQUIRE ENTS ARE MET AND THE STATE HAS GIVEN THEIR
SITE AREA 1.66 ACRES ( 7C 1 1 > 13 I FINAL APPROVAL, 343-3910 FOR INFORMATION.
DISTURBED AREA: 2.75 ACRES i. �`'•iz,w r..�■..I. r. r. w (N 1 m I S TP, LLC I 4 I 9. IF THE CONTRAC R DESIRES CITY WATER FOR CONSTRUCTION HE SHALL
121p• 00, I U U 1 z I FUTURE DE I%EL OPMEN I -- APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED
►v Iv I I I PRESSURE ZONE (RIZ) BACKFLOW PREVENTION D CE ON THE
ZONING: CB/O&I - - - I n BOOK 2988, PAGE 622 I {{jl=
CAMA LAND USE: URBAN I -� o I
! I DEVELOPERS SIDE THE WATER METER BOX.
I BOOK 3352, PAGE 509 10. ANY IRRIGATION M SUPPLIED BY CITY W R SHALL COMPLY WITH
BUILDING SETBACKS: CB: FRONT SEi1YCKs: 3o I G� 1 I o I
SIDE SETBACK SOUTH : 25' 1 I PUMP ►'� hl I z I I THE CIiY'S CROSS ONNECTION CONTROL REGULA ONS. CALL 343-3910
SIDE SETBACK (NORTH): fi FOR INFORMATION.
REAR SETBACKS: 10' 1 I HOUSE 1 � I I i
BUFFER (SOUTH SIDE): 20' U b I m I I 11. ANY 13ACKFLOW REVENTION DEVICES REQUIREb BY THE CITY WILL NEED
I r-I I TO BE ON THE LIST OF APPROVED DEVICES BY USSCFCCCHR OR ASSE.
BUILDING HEIGHT: 18'
I POND to I I I 12. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT
IMPERVIOUS AREA: 1 I ZONED IN 1 I
55Q SF (ROOF AREA) O dt I N I I I MARKINGS) IN NCDO RIGHT-OF-WAY SHALL "BE I ACCORDANCE WITH
BUILDING: 14, 1 I NCDOT STANDARDS. ONTRACTOR SHALL COORDIN WITH NCDOT.
ASPHALT/CURB & GUTTER 41.950 SF I N I I I a° I I I
SIDEWALKS 1,770 SF I (SD) I of I I
I f N
TOTAL IMPERVIOUS AREA: 58,270 SF TOTAL co 1 v I
tj
PERCENT IMPERVIOUS: 809E / 45 ) ZONED - I z 1 i 14" ZONED !
--/ R-15 0o I I co 1 ZONED �
PARKING REQ'D: 01 { GREEN HOUSE 4 I CB i CB
CB ZONE. PARKING GROUP "E 200/SF MAX, 400/SF ATILT. SAMSARA ESTATES
I
72 MAxJ36 MIN. REQUIRED � I g � 24" WHITE THERMOPLASTIC � 1 z
3 HC REQUIRED MAP BOOK 28, PAGE 182 I STOP BAR 1 1
PROPOSED PARKING PROV'D: 65 REGULAR SPACES, INCLUDES 3 HC I ss� 3'
1 I I f 0
I j I PUIL NG UNDER ,S60
LANDSCAPING -
STOP I I 24" WHITE THERMOPLASTIC I ,SON TRUCTION �,91��15 I �� (� ,
STOP BAR TY 1` I
cn
LANDSCAPING REQ'D FOUNDATION (12%} tv 1 - OD
- - - - - - - - - - -- - - - - - 1 I J� _ ,• I z
BLDG. HEIGHT X LENGTH X .12 I a= G 7 G - -• E c a c 3 c= c 31 ?J 1 SIGN ,O9 A
o I 6M AREA II 9!
x
18, X 150 X .12 324 SF READ. SIDE 330 � PROVIDED a I � BY OTHERS .. f I '°�-.. S05'09`450W
18 X 97 X .12 210 SF READ. FRONT 228 SF PROVIDED I ,. cp pQ I
LANDSCAPING REQ'D INTERIOR {89r} 3,356 SF 3,408 SF PROVIDED 2' WIDE CONCRETE I I _ - - - - - - - - _ = _ --_ - '`-F - 5'09 5 W �� "{92.07' - / 24 WRITE THtKjNUP[AS jC ACCESS & UTILITY EASEMENT T I o I rn x
STRIP, $ THICK. I - b r�� 162.07' STOP BAR (2) ACCESS/UTILITY EASEMENT 1 LU '
STREETYARD LANDSCAPING: S' IMPRCNEMENTS p s! _ , - _ _ _ m - ^ _ s rt _ _ PRIVATE ACCESS/ COMM U LL MENI I Y EASEMENTii STOP SIGNS (COMMON ELEMENTS)
SOUTH COLLEGE Rp.-18' SY: 6,800 SF PROVIDED ZONE 8 r �N05'12 42 E ) 'p1 K._•.,- N05'09'45'E 203.25 I W
'�
s
---------�-- - -- - --- �.�.,----__-.��'-__ - ....................
hA7-84-30}-�-19-=--6,80A-SF RCQNIi� _ _____ _ _ N05'09 5 E �77.7��8 - - T - - - - - - -- - ---
:...... ................ W
A� AN�NEMI::.►:::.:::::::::::::::.:.:..::...::::..::::::.::::.:::::::.:
DO NOT ENTER - - - - 75
::::::':::.:: :.':::::::::.................::.......::............
::'::::.::::.:.:::::::::':: 275
AY E1Y WALGREETIS :::..:::::::::.::......:. :::..:.: _:::.::::: ::.....::::.:..:.:..:.::..: :::.::.::.. _.::, .:: :'::::.::.:::.::.:::::.: -
NOTE. NO WETLANDS EXIST. WITHIN THE SITE OUNDARY DRNEW................................................................X..,d f
ILI
SIGNS. {L3. cam, I�
.....
0
R k
Lr G.I.A/� D............_ �. I ::°-
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•::�•:.� :•:::::•: _•:.�:•:::::::•.:::.:�::•:::::•::::::.�::::•.:�:::.:.. � -irk
AREA OBE 15.2
I
:
...............
...................
:..... :................. ...................................... ............
LANDS .APED. :;%,:� �� 109
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25 n
FIy �NDATION a
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I a x • II �. � I
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................ .......................
SIDE PLANTINGS. 1 Q �r++�' �* Y 1: _ r ZONED 00
=' ",t' ..
r,,
I z o
I c� la
................ ........................
U1 IN r. • == ::.� I� I In
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- I W
1 F- I I HC SIpVS a ..:•::::':::::.:.::....
Z w cn .1
SETBACK � ,
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1 20 1 , . - ;.; .. -4. 1
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49 BUFFER I �.. I -� Lam.
l't h 1 I m 1
O h •-r..• �
���.:::;•:::�- ZONED S •+�c+9�r h f [iY
TO BOC ..,•: r.::: 14,550SQ.fT. i• sr. I I I v
w'a rI D
Q :airrr:.r::.:::iC::. na f*I 1 n G..
I a•�: - 853PACES V .. mot. LV }
FIFE - 4T 5F I: cn - -
O 1 ` a z .- : W
SAMSARA ESTATES P. # ! rn I _ Y
N (
SD r: I I 75' 1
J
m �
r
0
I
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MAP BOOK 28 PAGE 182= =-::: Z
I B , �:�:':� FOUNDATION Iv = •• ,�. „ _ _ _ I
:� +' �r 1 bILJ
PLANTINGS. S :: II40,647I w r
STOP SIGN
5 WIDE HANICAP S.F.
cow
f
110 X3
U J ACCESS
�1�, a.93 Act
.ti. I
ry :::: :. . 400
I . I 1
r i#w:::�r ::•.. I :;. �.
* 225
1 f
w s •-3 MAP K 43 PAGE 63
r • � s I�afl
1 SF
I I
I
P
5F
24 WHITE THERMOPLASTIC I
................ .. .......... .
s'
1
. ...................... ..................... .
I
STOP BAR
! 1
a I I
I
i
1
I
6
1 I
1
I 1
1 ....................
..........•••• ._........................• I# SIDE b
:: ::+III;
': :.
::..... ........ :..::• :::.:::
I
_ I .I
I I BU LD j
I
ONE 8 SIGN •�• ••�
I I
_ -.__ L` ,, Y "-+�25 I SETBA 1 1
'Ifil I I
1 = ......
882 7C G`F
RIGHT THERMOPLASTIC I # SF z c>, �. �r: z „_ -� �.. {r. I I I 1 I
-t _ _-----_----------------
TURN ARROW �, - ADA ACCESSIBLE -- -----------------------I-----T - -_-- - ------ T-
i at � PED. ROUTE � 1
24 47 15' C.P.& L. EASEMENT $ .97' p 15' CPdcL EASEMENT I
............ _
��
� ... ..... •. �r •w. -�� Ulr
24" WHITE THERMOPLASTIC .�'" '_____.-'-------_-__..-----._._.._._._._._
EXTEND 1 URN LANE TO A $88.47'
SATARA DR. COORDINATE STOP BAR
::::::.:�::::::::•::: $0' 75' 9 Z5' ? ' TIE INTO EXIST.
WITH MNCDOT ON MARKINTRAFFIC STOP SIGN 'pals. :� .... � : � N n r' ASPHALT.
WRONG PAVEMENT ��� 1
WAY SCHOOL DO NOT ENTER '�
SIGN SPEED SIGN 30$.25'
SIGN SIGNS 2) _
........................................
....................................... ..
.................................. ........ .. .
4
210'
_ FULL iv i _. _ - _ .. - - ^ _. __ _... _ ' ._.._. _ .' _ - _ ----SOUTH- - - O LL � E QAQ _ �_ PAC t i�fitWA'r r �2
LAN�-
_ _... _._ WRONG
_ LINE _ ZONED �.��.• -_- � ._�
- -WHITE€= ...
TURN
�
�.. _
..---.._.._.._.._.._ ._ _---�:: LANE LINE. _...._.
WHITE SKIP LINES AS PER
..,. •� NCDOT SPECIFICATIONS
-- - - - -- -_ --.... _ - -- NCDOT _ fu "DIAN CURB. NOTE: WHITE LANE LINES OF THE T1M0 WHITE TURN ARROW, TYP. AS
_._..__
...
-AllSEE D�IAII. TII N � l MM -MUSE_ HAVE " REFtECTORS - PER ' NCDOT SPECIFICATIONS _ "�' .� '
WHITE MINI SKIP _ .__ __ _ WHITE TURN
._. _... __ - -PER-. NCDOT_ STANDARDS._ .. .. _ . ._.. - '- - -. _._ .. ..._. ____ - -.. _r . _ •_ . .. . . ...... ... ._ ._� . ._
UNES. LANE UNE.
SURVEY NOTES:
_. -
1. THIS LOT I5 LOCATED IN ZONE "C" ACCORDING
THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S
FLOOD INSURANCE RATE MAP, COMMUNITY -PANEL
NUMBER 370171 0010 9, DATED: 4-2-86.
2. RATIO OF PRECISION = 1:10,000 +.
SUFZ\/EY L-EGENQ
ZONED
O NOTES:` �
EXISTING IRON POWER POLE W/GUY
EXISTING R/w MONUMENT � GAS VALVE R-15 1. DIMENSIONS NOTED ARE FROM THE FACE OF CURB J SIDEWALK
-SS- SAN. SEWER LINE � TELEPHONE MANHOLE TO THE FACE OF CURB J SIDEWALK UNLESS OTHERWISE SHOWN.
LE
Qs SAN. SEWER MANHOLE �y 2. THE SITE WORK AND/OR PAVING CONTRACTOR ARE RESPONSIBLE
SAN. SEWER MANHO FIRE HYDRANT FOR INSTALLING THE PARK SKINS, TRAFFIC SK>�O AND PLANT STRIPING.
WATER VALVE
THE STTEWORK AND/OR PAVMG CONTRACTOR SMALL COORDINATE THIS
I ZONED
I CB
r: V.
1 1
TEA` ' /-'I
n A
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L+
LIT
PROPERTY ADDRESS:
3720 S. COLLEGE RD
MAP ID #313510467541000
LEGEND
PROPERTYUNE �•�••••••-���
ASPHALT HEAVY DUTY
ASPHALT LIGHT DUTY ;;x .";rare: r•= :,..
NEW CONCRETE
TURNLANE PAVEMENT - - - - -
SEE DETAIIL ON SHT. C5 = - - - - - - - -
STORM DRAIN MANHOLE
Z
WORK WITH THE DESIGN BUILDER PRIOR TO BIDDING AND CONSTRUCTION
"
STORM DRAIN LINE
B
WATER METER AS REQUIRED. SCALE:
1 - 40'
❑
DROP INLET
15 P
15"o PINE
3. REFER TO SHEET AD.1 FOR ADDITIONAL STRIPING MIFORMATK�.
C}
AREA LIGHT
2-12 0
2-12"� OAK
0 40 80 120
f
SIGN
12 PALM
12"0 PALM TREE
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VICINITY MAP I x -4
' I SSMH I , m 0
NITS I o� I TOPH46.08 ��55- PV� 5 uT I�V 42.11D I N m 10
x o-� I INV. 41,68 SS 10"o I I ' Co z }v
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C14ARLLS STINSON ! CB I r
+ ao 92 ' 00iI 104, PAGE 974 ,- w
P,4G- 505 �� I''� En I ' I L" I _
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- - - - - -- - - - -- - �£ e£ 77-
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43.54 FUTURE DEVEL OPW2N T II BOOK 2988, PAGE 622 I
38.40
LEGEND 9 + 42 92 a x es9o a i BOOK 3352, PAGE 509
OLEANDER DR. NC HWY 76 u
41.63+�
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TEMPORARY SILT FENCE ��--� z I �' - .,�8 i "I I 1
ZONED � I zI I „" �' ►� j
INFILTRATION SYSTEM LIMITS --•-.-- .-.----- r 45 fit► I` jU ZONED
R-15 I II xl ZONED PROPOSED CURB BY
SANITARY SEWER _ss slss -- c l # 0US' ory �z>►.i 46.13 CB FULTON STATION. �4�4 I � CB j
SAMSARA ESTATES GREEN H f # 46.00 I I
0 r CC "£i 45.69 I
WATER LINE - v v v I f os f► x ,h 4 { Z
STORMDRAIN PIPE ---nm n- MAP BOOK 28, PAGE 182 I#f x x b" I 4658 I gl ! TEMPORARY GRAVELLED I
I EXIST.3" 4 44 o CONSTRUCTION ENTRANCE. i 0
EROSION CONTROL AROUND INLETS ® I f SSFU 43 bti a s + .53 +°� BUILDING U N E R s ` ,�
I I f 36z + + as.33 438� a� x o!6 k�a 61pF +e�it.�3o I CONSTRUCT[ N a �. s °� g<O�i•��S 11N„S4,6QS0S JI
43 x ���'.� o- h- v ° v v tea. a V, r 1
�, ° 03 4 43.52 '� 43.96 r bb x " I 46° � . sx ' ly: _ �y� oAS EXIH1NG DRIVE ALT AND CURB AASCE. REMOVE
NEE �I �ti'II�5IALL i 00 z
NOTE: NO WETLANDS EXIST WITHIN THE SITE BOUNDARY. _ _ _ _ _ _ _ _ _ _ _ _ _
N y _ --- _ s Q
I I � a c � c a c c � c �ei.3� � c ax c ��c> > c � c � c I 46.J ��. 46.03 m �p 6 �" ,� .. r 1ti
a , +3.°7 a� II � .. °� 1� 19 4� +s. +8 '' I D LGREENS D ISMENT. I '4 `t I
p, I II °rz + 4211 �'9J 4 ab °s a` ' V. _ 45.9 3.. s I I a5 bh , s. , y . St17�/9�F5'�14" - Q I W
bti I __.Lf - ti5 ass / I o.q0' I
DROP INLET - --- -- _ '4g,4�.w. s 2.0 ACCESS & UT!i ITY EASEMENT I 0Im x
SDMH
1 /+ 4242 + .9z = + 43.85 'b a as.46 a 1B j ACCESS/UTILITY EASEMENT
�„I TOP 44.75 , o
SITE IMPROVEMENTS TOP=43"3 INV.s43.00 + 44.52 4a.7,� 44 r PRIVA E ACCESS/ PURL# UTILI EAS 1 ENT �, n (COMMON ELEMENTS) I
ZONE 8 INV.=41.0 �� ----- 4=�•r•-===__ :Q .�. � (COMMON E w � a � h •� I I- I
177.7 N Q5'09 45 E
-N05'12`42 E 45.04 Ir05.09' E z " 203.25'
----------_ - Q v CL N 12 P 4460 SD r" - - . - - . - n- - -
WATER SERVICE UNDER STORMWATER ^ /
DDR V�EW�`w>F'��pp9Y WALGRMS 6 Y' e40 4 CC��- �p aS� 4S I 45.3s PIPE AS PER DETAIL ON SHEET C--4.5. j
DE.LLVrLf� '�7 44.32 'A PIN ° sa �"8 S r., 7 j � 4t } �TFI'Sb is
1 TEMP. SILT FENCE I Roca _ _ �A4.23 I ` OP-45.00 4�5I INFILTRATION
co 1 I IN TTATION -44.0 -�� >l0 I y N1l•= INLET DROP INLET I I (J 1
3.1 �._ - 45.25 5• I 1 Z I TOP=45.50 I I_
' AREA 150' INV.=42.37 � ; 45 j 12" INV.-43.25 j
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DROP INLET 111112 aa' a4.49 2° I we " .9z � 8 INV.-44.0 I = I \
I lc:�i
Q4547TOP-45.2544 47 4 .g ONED z j o
INV.-43.50I L 4fi. 4 c. CB I ' Fr no �a 51 2. 2 45.84 ZONED I I I
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4 ROOF DRAINAGE D W I GD 44.5 G i / 2 ��4 !
43 T%9==
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R-15 ` �- To Boc AVEDLu
� '�� INFILTRATION SYSTEM z
14,55D SQ. FT- ,n a r C m -r 1
1 4. 4.7 I [ 85 SPACES o • 45 3 y U i � 45.7� rr, I •: �, W �� I �`' r�
SAMSA RvICE UNDER STORMwATER I &l I 6 S A E 0 1 : _ SEE DETAIL SHEET C5. I �'� N --
�OiV SYSTEM AS PER INVERTS az I I (SPia.es p 4 .8 a° > a �,� m d I ou, '. I Y o I 75' W I
I MAP BOOK ARE 182 - 44. JUNCTION BOX , ° < a5.98 { 1 I o
TAPER 1 O I 4B.37Z . \ D m W
N 45 FLUSH
TOP=45.70 4 6' fi. 11 1►`s' ' 40,647 S.F. I �� W I
WATER SERVICES UNDER STORMWATER 4 12' INV.43.25 6. I
INFILTRATION SYSTEM AS PER DETAIL �, 6. I = 4 iNV.-443- 46.8 'j '45,6 0.93 ACf I u J
ON SHEET C-4.5. _ n I 445b 44.28 46.9 6. '' „x 1 MAP BOOK 43, PAGE 63 I
I I
INFILTRATION DROP INLET of z 4" g I SSMH I 1
O 45.14 I' zr e i. .!6 TOP 46.64
TOP-45.50 �, 6. 45. ail 46. 7 a 46.10 O1 INV. 40.47
I s 4a. � I a4.33 _ " 4S9 �'Q46.33 I I
12 INV.=43.25
" 8" INV.=44.0 I ,p o, 1 "ShCP M +U MCURB Of 20* ro T 6• I . �N C, o INFILTRATION
EXISTTNG 24 RCP 1 REGRADE EXISTING ROADSIDE I ba j I DROP INLET I I
INV.=39.2$ DITCH AS PER DETAIL 15' RCP WITH CLASS 1 I I ' . 1. � I 4sol I 43. a � --! Slg2 P INV •543.25 TOv. SSMH46 34 I I
RIP -RAP ENERGY DISSIPATOR a52
TEMP. SEDIMENT BASIN. " - . 44 4 I L - I - 0 '� =44.0 _ I - - - - I
a2ps a DETAIL a1 x-x-x10W X 15W X 12 D SDMH - �+ --.•--.--•----------------
ao ap 5 x = ? TOP GRADE 15' C.P.& L. EASE ENT N - T 6
3 4 2 �� INV. 41.0 6
41 - .... J1 - - I u-x- g q1 INV.�40.55 a 4 x . 5.0, Mba` 1 7. - 10"� PVC 15' C#'&L EASEMENT
- - z o
fig. 4p6 �. y ss .. SS ..��
�9 ,h •7 ps 0 s o Ox'y 1 -,•T a R =s GAS 44.40GA9. k. h SS 1V. w �'s o w ,b 49.26
ti' a ap' ap ��� a ! `f 1 AS ► GAS -G1AS 4 � A - -/ - .-. - - 5 4s
GA AS~ - - .. GAS AS - 4 - . GAS.. - _ w - �rae= n 4.5g GA . 4 s GA - GA as ss 44 4 .53
w w w wL h w a� --' - . _ i . �} 4 . �y 4, 79 9
aO - - _ 4 2 4 ►i sr4�+r '� �-~
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ENTERo� av WAY INV.=
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SIGN A"S. S - SIGN 4J Ob 09 _ `T -� 3 4. 1rs x? xi 45.47 4566 45.26 1
�� �_- a5.3o .* s� 4 ..
+ SIGN ,� 4.4 3. r g 4 _
44 44 as.ss
- - - - -
a4. v O
5 45
-
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4. IGN
s "
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's °• �-
4a'._. _... __ __ ......... - ASPHALT. SEES RIP -RAP ENERGY DISSIPATOR `'' - t"--I l�7I"W A�% .�
2�0/'W �X/•� 301 X 180D .
INV.-40. .. ? pry0 6\k ayg'S k6 wb,ury r R/W) :.;a x.x•
50 _ 4f3 _...... 47.01
_WRONG
- 47.03
, ? ZONED_ - ._
--- 46. NG 46.85 3
M IAN Qs.s9 A INFILTRA-66 ..
I
_ '.
DROP INLET PRIOR TO TU ��I..ANt= CONSTRUCTION AND _.
SPECIALTOP-45.50 DITCH REGRADE' FIELD VERIFY ALL UTILRIES.
LEFT TURN LANE. SEE p s12' RCP WITI'1 RIP -RAP INFILTRATION s - PROVIDE PRO COVER BETWEEN -DITCH
1
DETAIL SHEET C-4.4 AND PT. TURN LANE. SEE ENERGY DISSIPATOR AT DROP INLET 12 INV. 43.25 INVERT AND EXWNG UTILITIES.
LAYOUT .PLAN SHEET - DETAIL -SHEET C-4.4 12 FES AND 30 VEGETATED TOP-45.50 8 11W.=#.0
C-1.1. AID+D LAYOUT PLAN DROP INLET FILTER: 1NV.�u43.9. SEE 12" INV.-43.25 .,
NCDOT RADIUS TYPE SHEET C--1.1. DETAIL SHEET C-4.4. 8' INV. W -44.0
DRWEWAY. COORDINATE TEMPORARY TOP=43.75 ...
SURVEY NOTES: GRAVELLED INV. OUT-41.$ 8 INV: N 2:3 ►
PIPE
1, THIS LOT IS LOCATED IN ZONE C ACCORDING TO GRADES AND DRIVECONSTRUCTION 12' RCP INV. OUT-44.0
THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S WITH NCDOT.
FLOOD INSURANCE RATE MAP, COMMUNITY -PANEL ENTRANCE.
NUMBER 370171 0010 B, DATED: 4- 2-86. wa
2. RATIO OF PRECISION = 1:10,000 +.
SUFR\/E�Y
i..'E:GEND
0
EXISTING IRON
POWER POLE W/GUY
Q
EXISTING R/W MONUMENT
GAS VALVE
-SS-
SAN. SEWER DINE
TELEPHONE MANHOLE
(D
SAN. SEWER MANHOLE"
FIRE HYDRANT
•
SAN. SEWER CLEANOUT
STORM DRAIN MANHOLE
Z
WATER VALVE
STORM DRAIN LINE
I
WATER METER
❑
DROP INLET
15 P
15" 0 PINE
{}
AREA LIGHT
2-12 0
2-12"0 OAK
+
SIGN
12 PALM
12" m PALM TREE
ZONED
R-15
NOTE: THE CONTRACTOR SHALL PAY PARTICULAR ATTENTION
TO THE TOP OF GRATE ELEVATIONS OF THE DROP INLETS. SOME
DROP INLETS WILL REQUIRE 4" HEAVY DUTY FRAME AND GRATES.
PROPERTY ADDRESS:
3720 S. COLLEGE RD
MAP ID #313510467541000
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OLEANDER DR. NC 1iWY 76 _ _ - _ _ - _ _ - _ _ - _ _ R '>> 4p+ S TP, LL C T + *!► + I I
0�3 FUTURE DEVELOPMENT �� <
w N 1 c� ` BOOK 2988, PAGE 622 �� II Il o his t
0 ! � BOOK 3?52 , P,4 GE 509 �' � l
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SI TE i ! o < -4 I
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VICINITY MAP D i SSMH ! x m - '
NTS TOP "46.08 _ ss- r TOP 45. 11 i N m I D k
INV. 41.68" S5-s10"0 PVC i INV. 42.11 I co Z I`r-`
ZONED � �� i c 1
CHARLES 51INSON CB (A
1 BOOK 2704, PAGE 974 OJ o I I w
1 BOOK 3352, PAGE 505 0 I s; I a I M
1 R "' oNo !�
-- 5'� 21a� -- c4 I m i S TP, L L C I I
20.00' s LAZ r FUTURE DEVELOPMENT E
1 ! n I BOOK 2988, PAGE 622 I
I a l a I2 I BOOK 3352, PAGE 509 I
LEGEND 1 i PUMP I -s� I TO " +
PROPERTY LINE ----,•--••----- I I HOUSE Q o I m I INV. 40.41 I I I
I Nm I I ,
SANITARY SEWER 4 N� I Z I I I 1
! I
ATER LINE -r r r - I POND
FIRE WATER LINE ZONED
I 0 & 1 N! f !
(SD) N! I I I I
ci14 i NI I
GENERAL UTILITY NOTES ZONED ' I T I N f ,
( 45 , R-15 j z I ZONED ! I I� ZONED I
OD
1. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION G0
CONTROL REQUIREMENTS, WATER METER(S) CANNOT BE RELEASED UNTIL ALL I 1 GREEN HOUSE � CB CB
REQUIREMENTS ARE MET AND THE STATE HAS GNEN THEIR FINAL APPROVAL. SAMSARA ESTATES I °D-
. I j
I 1 I
CALL 343-3910 FOR MORE INFORMATION. I I I a^ I I I z l !
MAP BOOK 28, PAGE 182 I I 8"X8" TAPPING SLEEVE I O
2. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL I Ex1st. s I o k
APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED I ssF�+ I BUILDING UNDER �� AND 8" TAPPING VALVE. I ,5L'6Z
PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S I I CONSTRUCTION ��S I"�;'
SIDE OF THE WATER METER BOX. I I N ( I {^ (" " k
I 3p l'
°° z I
3. ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED j IE a a C G J C �' E 31 I ' i I I 09�
BY CITY OF WILMINGTON WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE a I H 11 II 1 I. '^ I S05'09'450W I W
ACCEPTABLE TO THE CITY AND APPROVED BY USCFCCCHR OR ASSE. CALL o _; _ _ _ �- - - - I k
343-3910 FOR INFORMATION. �' - -
j _M _-_--__-� _ _� 45"W $2.07' c
/I 90.00' ACCESS & UTILITY EASEMENT olrn �( I
! 162.07 ACCESS UTILITY EASEMENT +uj
SITE IMPROVEMENTS IllPRIVATE ACCEyS/ PUBLIC UTILITY EASEMENT a / I 4 I
(COMMON ELEMENTS) 4
I --;_------ - (COMMON ELEMENTS) ® I
I
---------------- 0 1 ���_-N05'12'42'�E-- _ __.___.__ ---_ -�I � ' 5'09'45"E 325' i
BY ZONE 8 N"Im05 09 4s E 1 7�.7� _ No 20 . W
------------------------------------------ ROADMIA$ MI�N�IM--.�._�- - - - - - - - - + -- LI
I
t
DRLA
Y WALGREENS "' 20' I 'I ' NEW GAS SERVICE TO FULTON I k
GAS SERVICE TO BUILDING. ! - - - - f UTILfTY I I ! STATION. COORDINATE WITH FULTON I I
COORDINATE WITH GAS oo I I ! EVENT II I I STATION DEVELOPERS. + I I 1
COMPANY. � 1 I w M ` i I k
150' I I II I
0 6" IN LINE USC APPROVED �I w a n �' !
Z I BACKFLOW PREVENTER I ?CB I (I ,� n �, + f Z I o I
' ZONED w
1 WITHIN BUILDING. I 7 B0 z988, fi �I � I 0\ CB I ui n I
w . II SY .2 i ! L.7 CD I
ZONED 20 I I o v 0-4 I Q r. LU
49 BUFFER I I I iI m 1 I ^ a o
R-15 i TO BOC TONED 14,5WSO,FT. I gl �I h w." N m I I N Z k
SAMSARA ESTATES I I O do I easPAc 0 3� I , �I rr' -- I N "
I SD f�a I �s I 12 4 �rn ��� .�\ I J y I 75' W I
�, B T o w
MAP BOOK 28, PAGE 182 1 I o� I "� _CD
I
SSCO42.10 1 1 1 1 I �, j 40,647 S.F. I "' © ,Wn k
'INV0.93 ACf I U 1 I
MAP BOOK 43, PAGE 63 I
ROUTE EXISTING 2- SSFM TO NEW - I I 6 IjI ! SSMH
I SSMH. ABANDON 2 SSFM IN PLACE I }I I I 1 TOP 46.64 I I I I
AND PLUG EXISTING INLET TO I ABANDON 2' o t INV. 40.47 !
a TOP=45.0 �+I �I a'.o k �
EXISTING SSMH TO THE NORTH. I 41.36 IN PLACE.
i Ic I ! !
8 INV.=
" I I 6" INV.=41.40 , II !
1-1/2- RPZ BACKFLOW I I jjjl a I f k
PREVENTOR IN A CITY OF I �_ I I ' I II I `4. �� SSMH
WILMINGTON APPROVED ABOVE I I • I ( l o OPH46.31 INV. 39.52 I I I 1
GROUND ENCLOSURE. I I I _ _
" I - --------------------- -�-� - - I ---IRV,-ACLOE-------------------------T
2 WATER METER I 1 C P & L. EASEMENT 15' CP&L EASEMENT
177. I it 5 10'+dPVC 2 ! _
S05 " 0.00' S��» ��� ����lim
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WRONG NEW 6" VALVE TO SEPARATE '" w w w w w TIE INTO EXIST.
WAY SCHOOL PUBLIC AND PRNATE 2 TAPPING SLEEVE SSMH. NEW 8" k
SIGN SPEED SIGN AND VALVE. 1N11. IN�40.1
+ + SIGN + MAINTENANCE OF FIRE LINE.
UG- SFIf� INLET INTO EXIST. GAS EXIST. GAS
-"
TOP 45.SIGN TIE INTO EX
.39 �,..
-
LINE. COORDINATE NEW - -LINE. COORDINATE NEW
SERVICE WITH GAS COMPANY.
SERVICE WIAA.GAS COMPANY,
- . SOt�Tti COLLEGE OAD N r-1 fG1-1WAY 13 2 -
6" TAPPING SLEEVE...a „
AND VALVE. (200' R/W)
- -
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_.
_ _ _ _ _ _ _ ZONESIGN _ _ _
,
PROVIDE 18" MIN. SEPARATION.
BETWEEN NEW WATERLINE AND- ,
Ns
NEW SS PIPE. IF SEPARATION
CANNOT BE OBTAINED THEN
BOTH THE WATERLINE AND 16w X 8" TAPPING SLEEVE
SEWERIJNE SHALL BE_ DUCTILE AND 8» TAPPING VALVE. s
SURVEY NOTES: IRON PIPE. SEE DETAIL -
1. THIS LOT IS LOCATED IN ZONE "C' ACCORDING TO
THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S j
iL000 INSURANCE RATE MAP, COMMUNITY -PANEL
NUMBER 370171 0010 B, DATED: 4-2-86. I
2.
RATIO OF PRECISION - 1:10.000 +.
SUF-R\/EY LEGE:NC)
POWER POLE W/GUY ZONED
O
EXISTING IRON
R- 5
ElEXISTING
R/W MONUMENT
GAS VALVE
-SS-
SAN. SEWER LINE
TELEPHONE MANHOLE
iD
SAN. SEWER MANHOLE
a
FIRE HYDRANT
•
SAN. SEWER CLEANOUT
STORM DRAIN MANHOLE
WATER VALVE
STORM DRAIN LINE
/
WATER METER
❑
DROP INLET
15 P
15"0 PINE
*
AREA LIGHT
2-12 0
2-12"0 OAK
-f'
SIGN
12 PALM
12"m PALM TREE
ZONED
CB
PROPERTY ADDRESS:
3720 S. COLLEGE RD
MAP ID #313510467541000
SCALE: 1" = 401
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-1/2' TYPE I-2 6" THICK CONCRETE (3,000 PSI) SITE WORK NOTES: }m
ON SOP OF 2m TYPE H O ON TOP OF 2' TYPE
ON OF 2 H 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH 19. RELIVE. CONC. PIPE SHALL BE CLASS N W/RUBBER GASKETED JOINT
2'-0" 66-W2.9 X W2.9 WWM GALVANIZED
FIELD CONSTRUCTION CONDITIONS. OR "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
1'-6" 6" 1 1/2'R 6-
ABC STONE (MCIDDIT) 8" ABC STONE (fin 4' ABC STONE (NCDOT)
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT 20• USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
CLASS A CONC. OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY SHALL BE A CHLORINATED RUBBER ALKYD. FS TT-P-115, TYPE III, FACTORY `
�- REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING MIXED, QUICK DRYING, NON -BLEEDING. Y ❑
z
E° 3iR 6" ; . - cn
2" CLEAR r THICI( LAYER 5' WL STREETS. 21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW O
o I I NCDOT 157 STONE 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS WASTE AND WATER LINES. Y
. _ W
- NOTE: PAVEMENT SECTION MAY n OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
a NOTE: PAVEMENT SECTION MAY T ' STRUCTURES,
.. ., VARY DEPENDING UPON FIELD VARY DEPENDING UPON FIELD _ _ S� 1 CONCRETE, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN R�� E ORAIN581N7HE GENERAL CONTRACTOR AND
RESPONSIBLE TO CONNECT AND
N Z
��, f,10NG111QNS. OONTRACTOR SIiALL CONDITIONS. CONTRACTOR 5f'Wl I I I l I Smom NifA ! LIMITS OF CONSTRUCTION. THESE LINES TO THE UNDERGROUND DOWNSPOUT DRAIN AT THE REQUIRED o O W
a COORDINATE w/OWNER OOORDINAIE '"/OWNER �I�+� I I I (S'.O�M SPECIFICATIONS FOR DENSITY 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, DEPTH TO DRAIN. ALL UNDERGROUND DOWNSPOUT DRAINS SHALL HAVE A Z
..
• GEOTECHNICIL EHgN£Elt GEOECHNICAL ENGINEER T13
4" ABC STONE DETERMINE ACTUAL PAVEMENT DETERMINE ACTUAL- PAVEMENT Ww I�OSIOI COMM WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL MINIMUM SLOPE OF 1 � AND BE SCH 40 PVC PIPE. � a J
ABC STONE SHALL SECTION, SECTION. NOTE: CONTROL JOINTS SHALL BE EVERY STONE CLASS B FILTER O
COMPACTED SUBGRADE END 6" BEYOND LIGHT DUTY HEAVY DUTY 15 FT. (MAX.) AND EXPANSION 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
CURB do GUTTER JOINTS SHALL BE EVERY 50 FT. {MAX). CROSS SECTION BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE 0
PAVEMENT SECTION PAVEMENT SECTION ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED. 23. THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL BE C�
FLOW LINE CURB SECTIONNTS NTS A MINIMUM OF 6 INCHES BELOW THE BUILDING FINISH FLOOR ELEVATION w
CONCRETE PAVEMENT SECTION SEII �amw 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS. ~ • .wrr�
NTS a
NOTES: NTS TOP ,�� BE
AND STATE DISPOSED
D OF IN ACCORDANCE WITH ALL O
NOTE: CURB TYPE DEFENDS ON GRADES SHOWN 2: CINTRJACnOT"NJKONI �C JSPA(f SANMSAS SroIDEWALKHWIE- WEIR LENcn+ I EROSION CONTROL NOTES AND MAINTENANCE PLAN: ❑ �+
ON GRADING PLAN. GRADES INDICATING 3. THICKENS ALK TO fi" AT DRIVEWAYS. _ in 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW 1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING Z
FALL AWAY FROM CURB SHALL BE SPILL 4. THICKENS XX TO 6 IN LAST 3 WHERE IT ABUTS PAVEMENT = 4' MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL ERASION m w `
OFF TYPE CURB. GRADES INDICATING CURB WITH NO CUU B.
ACCEPTING FLOW SHILL BE FLOW LINE TYPE. 5• 1//2' EXPANSION JOIN ((E.J.) REQUIRED AT 50' MAX. AT SIDEWALK 1/8-R TOOLED ASSOCIATED WITH BORROW OPERATIONS. AND SEDIMENT CONTROL PRACTICES WILL F- CHECKED FOR STABILITY
JUNCTIONS, AT STRUCTUR AND AS NOTED ON SITE PLAN. JOINT 2:1 SSE SLOPE MAX AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN � W
6. PROVIDE A LAYER OF 1 �LDG. FELT BETWEEN WALK AND ADJACENT �� FAQ T
PARALLELING CURB OR TURF. $. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE T'
7. REINFORCE w/sxs-1o/1D w.w.M. 1c1 5�E SLOPE MAX RECEIVE FILL SHOULD BE PROOFROLLED. ANY AREA WHICH PUMPS OR MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. y r+-•
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, U) CD
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, 2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO
T
2 -0" PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITETHE CC . 1/2" EXPANSION 3 OR SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE J y
JOINT MATERIAL STONE SECTION PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY
1'-6" 5" CUR$ 30' MAX. SPACING EXPANSION JOINT (EJ.) OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-¢98) WITH BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH AN ADDITIONAL Q O
CLASS A CONC. 1 1 /2 R TEMPORARY SEDIMENT BASIN DETAIL 2` OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY OBJECTIONABLE
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98X OF THE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS SHALL
y •• - .. 1/4'xt" DEEP w/AN STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN BE REMOVED IMMEDIATELY. w T
ASPHALT x ° 3 'k
_":•, _ �:- ' i/8'R TOOLED JOINT BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE "
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 9896 Q ^ z
3"R o l OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH 3. SEDIMENT WILL BE REMOVED FROM THE GRAVEL INLET PROTECTION v J
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. Q O
a • I TO 1007E OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO 7 z
L ,
WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF LONGER DRAINS PROPERLY.
TYPE A STONE ,�8"R '''
.. IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE � � � 1
..° -, - CONTRACTION JOINT (CA STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY 4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS W
4" TYPE A STONE BLOC. -STRUCTURE TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED IN SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT
TYPE A STONE SHALL JSZIN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS TOO THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE Cn �..
COMPACTED SUBGRADE EXTEND 6 BEYOND WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP w
CURB $c GUTTER REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.
SIDEWALK JOINT DETAILS OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY Q J
EXIST' SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND O
SPILL OFF CURB SECTION
NTS 4' ASPHALT SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED
NTS SHOULDER 4 ASPHALT REQUIREMENTS. AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS
SHOULDER 6' AROUND THE DROP INLETS.
TIE N AyENT 12' 6` 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN INTO �ISPTING SHOULDER CONSTRUCT HIS WORK. 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
ON GRADING PLAN. GRADES INDICATING REGRADE EXIST. DITCH
At EXISTING � BECOMES 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE U DID
FALL AWAY FROM CURB SHALL BE SPILL GRADE TO ACCOMODATE 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES
OFF TYPE CURB. GRADES INDICATING CURB SHOULDER. 3 OF EXISTING UTILITIES DURING CONSTRUCTION. WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH
ACCEPTING FLOW SHALL BE FLOW LINE TYPE. EXIST. WHITE 8 FOOT STAKE SPACING. Vi I`
EDGE LINE 1/4" PER FOOT �� 1/2' PE�rl
NEW 5' 11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY 1-
""""' ^• -�SIDEWALK ARNOLD CARSON, PLS, PC. AND PROVIDED BY OWNER. 6. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3 tZ,I
HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL DISTURBED AREAS N g O
J1 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. INCLUDING SLOPES, SWALES, STOCKPILES AND ANY OTHER UNSTABILIZED AREAS a Y . O
A SURFACE 4 3 SHALL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE OF ACTIVITY. j Z n
COMPACTED SUBGRADE COURSE (NCDOT).13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF w 3 i
2" 1 19.0 C BIER a RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH 7. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF • • a t
COURSE (N E ITICO APPLICABLE AGENCIES AND AUTHORITIES. DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS O O rw C4 cc go
J�JG 8" ABC BASE COURSE (NCDOT) NECESSARY, AND MULCHED ACCORDING TO SPECIFlCAITONS IN THE Z Y m O r.
Q TURN LANE & ROADWAY WIDENING PAVEMENT SECTION 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
A/Ah NTS PER NCTx}t# CONFORM TO NCDOT STANDARDS.
S. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE c-) O _
NOTE: THE CONTRACTOR SHALL CASTING NOTE: 2' X 2' NCDOT 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
COORDINATE WITH NCDOT REGARDING APPROVED 4" HIGH HEAVY DUTY STATE: PLUMBING CODES. METER AND TAPS SHALL MEET ALL i.00AL
THE THERMOPLASTIC PAVEMENT FRAME AND GRATE OR 2' DUI. REQUIREMENTS. 9. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE 1 E
' MARKINGS REQUIRED FOR THE NEW MANHOLE, MOUNTED ON 8' TWK THE PROJECT IS COMPLETED. ' O :O
U
TURNLANE AND EXISTING ROAD. CONCRETE TOP WITH H-20 LOAD 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. rn rn
6" MIN. RATING. 10. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL vw ,)r
2" _ 3" �. 17. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECTmv
COURSE AGGREGATE ,y TOP ELEV.- CLOSE-OUT. �' ;
POM
A ARK ELEV. FOR 18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS C
CLEANOUT RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EAR-HWORK_j, 0
4. Y z o o
STANDARD,.NCDDT CONDITION. NON -WOVEN FILTER
\i
TEMPORARY GRAVELLED 4'x4' aoxL. M-20 LOAD FABRIC LAPPED ON TOP :10
CONSTRUCTION ENTRANCE RATED. INSTALL STEPS IN AND SEWN TOGETHER. 12` PERFORATED J z ;
HDPE PIPE
Di AND JB. � _
N15 1/4" WIRE MESH ry INV.=43.25F1NISHED GRADE
'Q
8" DIP BYPASS PIPE •
a' w I-& FABRIC INV.= 44.0 � - . � ; 10, V
Z
am OR +Noon POST 12" PERF HDPE INV.= .• `` _
R 8" DIP BYPASS PIPE -
t WIRE MEW FOR STAND MRD FABFIIC `
�: 12` PERF HDPE INV.=43.25 �, 74
z =44.0
w
1 y� srIMIIOAIID OR E1dWM slltaatH 5 STEEL POST
14 � SELF FASTENER i "�'� onpnn moo vg000co 00000
ST� FLIER FABRICEL ANGLE TYPE} o v p o p q poop v
I o g p o 0 0 0 0 0 0 o a o 0 0 0 0
gonngonnpo ogonopvpogpqo ogopopogoq W
0 o p o v o 0 0 0 0 0 o g o
I F FF
:•" 000govopo ppopop000vo opopovovo�,
M gO0Ognooq0 gpp000pppopoP popopOpO O ,C �{,'LAJ
/�� y���� /fir pP pop000 OOOOOOOOOnpoO pOOn00000 4 WASHED STONE
-cowl O WATER FWD � - \ � _ � � p O O O g q O O n O O O O O O O O O p O p O
*' •' �i:4f;.« r p000000000p0000000 000p
�„n"oonoonpoo ooap0000„o„ooc' -
i•i gpOnO gpppap0 0 opo OOOpgoo ovopogovopovgc
•"`� z• r �CLEANOUT BENCHMARK 3.0 s p p 0000 p g p p�p�p�p n„p n„n„p p n p p a
ANCHOR FABRIC SIM � � BOTTOM=42.25 � ry��•,: �Y� I` NCDOT MEDIAN CURB 4z.5 0
'b MIA+. so Iw & 4w WIDE -� Y' ; Y� � :�t "•_ FROM TOP OF D.I. ELEV. 45.5'
oo : `,. oo 919
CLEANQUT ELEV.=42.5' i4 Z
16-6 ct Ott
4)
000 O 0 0•O - O O O O O p 0 0 0LLJ
00 I
o 00000000000 ELEV.40.5 1 NCDENRSHWT#6
Now: SEDIMENT " ; 3 f SEDIMENT TRAP --� 8" 157 STONE OVER « BASED ON SITE INVESTIGATION BY NCDENR ('
�. sn�. FENCE FABRIC SHALL BE M. of 30" N1 WIDTH WITH STONE 1 -8 2 NOES: �C� MARIFI 60OX FABRIC Z
FAMC SEDIMENT CONTROL STONE y INFILTRATION TRENCH DETAIL �
SHALL BE #5 OR #57. NOTE: PIPE ORIENTATION VARIES, SEE PLAN VIEW. 8 DUCTILE
Z. FAM SHALL BE CONIlBoA LENT m F JOMRS
ME NECESSARY, I* FAW Parr TO POST • 2. WIRE MESH SHALL s£ TYPICAL INFILTRATION DROP INLET DETAIL Q z IRON PIPE
,�FCTION A HARDWARE CLOTH 19 GAGE w CASTING NOTE: 2 DIA. NCDOT
STEELPOST
� � TYPE. MULTI NO K OF THE MIN. AND SHALL MULTI -DIRECTIONAL FLOW MESH OPENINGS. HAVE 1/4w ''� APPROVED 4" HIGH HEAVY DUTY Z
4. WOOD Posy SfW.L BE A MITI, OF 4' IN HEIGHT AND MANHOLE COVER MOUNTED TO
4' �1 OIAMEIER. FABRIC SOILBE FASTENED TO
B' THICK CONCRETE TOP WITH U
WOODEN Parr WITH NOT LESS THAN p WIRE MAISLE INLET PROTECTION H-20 LOAD RATING. CASTING NOTE: 2 X 2' NCDOT.
,- LONG OR 7E VIRM NTS 10 APPROVED 4" HIGH HEAVY DUTY 4
TEMPORARY SILT FENCE 12' PERF HDPE 44
STANDARD NCDOT PRECAST TRENCH FRAME AND GRATE MOUNTED ON
4'X4' BOX, H-20 LOAD 7i 8' THICK CONCRETE TOP WITH �I I
Nrs STANDARD NCDOT PRECAST RATED, H-20 LOAD RATING. E � I
8' SECTION 12" RCP CLASS I NCDCR 4'X4 BOX. H-20 LOAD
SEE PLAN FOR PIPE SAMfCUT 1N HALF EROSION STONE CONTROL RATED.© TYPICAL D I I I I I I I I I I
ORIENTATIONNCDOT STANDARD NCDOT PRECAST
EROSION CONTROL CASTING NOTE: 2' X 2' NCDOT � I 4'X4' BOX. H-20 LOAD �
STONE APPROVED 4" HIGH HEAVY DUTY 12' PERF HDPE RATED. I 8" DUCTILE I I I I
FRAME AND GRAM MOUNTED ON W w W IRON PIPE
I
30. 8" THICK CONCRETE TOP WITH iv a 8 DUCTILE a j
�^ H-20 LOAD RATING. _ IRON PIPE
A A 8r DIP BYPASS PIPE INV.=44.0 Ili
Hu r
W W W W W y La a. 12 PERF HDPE PIPE INV.=43.25 0 l
0� ° A w IX*SUPE A a La
PLAN VIEW FOR TOP ELEVATIONS N
W W W W W W W10 1 W 03035
4' X 4' BOX w a W a • ► '
CONC. CO TRENCH 12"X12" TEE 06 JET
TYPICAL STANDARD NCDOT PRECAST
PLAN W W v W W W 4'X4' BOX. H-20 LOAD a.
,,, cm JPN
w 12" RCP. SEE ENERGY RATED. oRwlt NKS
8' DUCTILE
oIs1E 01.02.04
CONC. COL 1•- ASPHALT PAVEMENT DISSIPATOR WITH INV. OIdT-44.0 IRON PIPE
F VEGETAIID FILTER 117 BE VEGETATED FILTER
n". VARIES BERMUDA SOD DETAIL
� SEE SITE PLAN SHALL NOT w " a`���� �p1R01����II
g�q� O [@s •% II
16 � OR IMPEDE PBS IMPEDE 12" RCP 12 PERF E 12 PERF 12" PERF HOPE3LOW I J
V STANDARD NCDOT PRECAST.
STANDARD NCDOT PRECAST V PIPE FLOhM
04' BOX. H-20 LOAD 30' o z 4'X4' BOX. H-20 LOAD Al
RATED. CASTING NOTE: 2' DIA. NCDOT "• w RATED. 1985`
FLOW 1.0 � SEE SIRE PLAN �
4" I-43,e APPROVED 4 HIGH HEAVY DUTY 12" PERF H 12" PERF HDPE {'
I-43,9 MANHOLE COVER MOUNTED ON CASTING NOTE: 2 X 2 NCDOT
SECTION -A - A MIRAFI 800X FILTER FABRIC MIRAF1 SIM F L1ER FABRIC 8" THICK CONCRETE TOP WITH APPROVED 4" HIGH HEAVY DUTY ,l ,Z'r ��``•
3000 PSI CON . a OR APPROVED EQUAL UNDER SECTION A - A OR APPIiOVI� EQUAL H-20 LOAD RATING. FRAME AND GRATE MOUNTED ON�r'
18 THICK CLASS I RIP -RAP 8" THICK CONCRETE TOP WITH
6" #57 STONE NCOE: FILTER FABRIC AND STONE SWILL BE TOED UNDER FLARED END SECTION STANDARD NC[K)T PRECAST H--20 LOAD RATING,
NOTE: FLIER FA6RIC AND STONE SHALL BE TOED UNDER FLARED END sEcnm 4'X4' BOX. H-20 LOAD
RATED. CASTING NOTE: 2' X 2' NCDOT
ENERGY DISSIPATOR 8" DUCTILE " DUCTILE8" DUCTILE
SECTION SPECIAL ENERGY DISSIPATOR WITH VEGETATED FILTER DETAIL NTS IRON PIPE IRON PIPE FRAME ANDGRATEMOUNTED ON IRON PIPE
8" THICK CONCRETE TOP WITH w
C-404
DROP INLET DETAIL NTS INFILTRATION SYSTEM DETAIL H-20 LOAD RATING.( P) ME
Nib A i

}
m
2-2 1/2" HOSE NOZZLES
4 1 2" PUMPER CONNECTION
FACE TO CENTER LINE
OF STREET
WORD "WATER" ON COVER
C.I. VALVE Box
GATE VALVE MIN. SIZE 6" .
TURN RIGHT TO OPEN
{ STO
HAQQ TEAK
Ri ijo
BARREL
BURY LINE FLUSH WITH
FINISH GRADE
NOTE: CONCRETE PAD
1-SEE ASSEMBLY DETAIL 15 X 15" X 6"
SHEET NO. SD-18A FOR
JOINT RESTRAINT REQUIRED �1YpTGg SHALL BE:
2-DUCTILE IRON PIPE KENO a UARDIAN
REQUIRED ON ALL HYDRANT
BRANCH LINES
GUIDELINES FOR
STANDARD HYDRANT
NTS
10' -O"
10'-0"
20 LF DUCTILE -/ IF LESS
IRON PIPE CENTERED THIAN 18"
OVER SEWER
20 LF CAST IRON
CENTERED UNbER
WATER
WATER & SANITARY SEWER INTERSECTION
N.T.S.
00
6 15 16" I ;t
77
i x /A1
6' PIPE 2,
FINISH AS GRADED
STD. CITY OF WILMINGTON
M.H. COVER SEE DETAIL
2'
­0"
3/4" CEMENT PLASTER
�
MAX CORBEL 1" PER COURSE
0
d
'STEPS
Uj
J
L,J
1!1
.I 6
0'-8" ''1.0
Ai
1
�
Uj
t W/INSI
E DROP o.
�
��
o
LU
N
N
I
SECTION "A -A" SECTION "B-B"
(TO BE USED FOR DROP MH
AS SPECIFIED)
STANDARD
SANITARY SEWER
MANHOLE
NTS
MAIN
JOINT RESTRAINT
HYDRANT TO 1 ST FULL JOINT OF PIPE
JOINT RESTRAINT
HYDRANT TO MAIN TEE
3/4" TIE BOLTS
GUIDELINES FOR HYDRANT JOINT RESTRAINT
CASTING FLANGE
EXTENSION OR STACK
NOTE:
1. CASTINGS LOCATED OUTSIDE PAVED AREAS
SHALL HAVE A 2' X 2' X 6" CONCRETE
COLLAR.
2' ASPHALT -�
4" BASE to 1.
HEAVY DUTY LID
CASTING
MORTAR OVER FLANGE
1 MORTAR
2" STANDARD BRICK
2" MORTAR
WATER VALVE BOX EXTENSION AND
CASTING CENTERED OVER VALVE NUT
SEINER CLEAN -OUT CASTING
NOTES: CENTERED OVER STACK
'THIS INSTALLATION REQUIRED WHEN VALVE BOXES AND CLEAN -OUTS
ARE LOCATED IN PRESENT OR FUTURE PAVED AREAS.
*PRIOR TO SETTING CASTINGS, NEW INSTN.LATTONS WILL REQUIRE
95% COMPACTION OR BACKFILL IN 6" LIFTS.
VALVE BOX AND CLEAN -OUT CASTING BASES
BACK -FLOW ASSEMBLY INSTALLATION GUIDELINES
1. THE BACK FLOW ASSEMBLY SHOULD BE AS CLOSE TO THE WATER METER AS POSSIBLE.
IN ALL CASES IT SHALL BE BEFORE THE FIRST WATER SERVICE.
2. THE DOUBLE CHECKVALVE AND REDUCED PRESSURE ASSEMBLIES SHALL BE INSTALLED
AT LEAST 12 INCHESE ABOVE THE FINISH GRADE, FLOOD LEVEL OR FLOOR.
3. PRESSURE VACUUM BREAKER ASSEMBLIES SHALL BE INSTALLED AT LEAST 12 INCHES
ABOVE THE HIGHEST WATER OUTLET. WHEN INSTAWNG A PVB ON AN IRRIGATION SYSTEM
CONSIDER THE PLACEMENT OF SPRINKLER HEADS ON HILLS AND SLOPES. PVB SHALL NOT BE
INSTALLED AT A LOWER LEVEL THAN THE HIGHEST OUTLET.
4. THE MAXIMUM INSTALLATION HEIGHT OF A BACKFLOW ASSEMBLY INDOORS IS THIRTY-SIX
INCHES, OUTDOORS SIXTY INCHES.
5. AN ENCLOSURE SHALL BE PROVIDED THAT PROTECTS THE ASSEMBLY FROM THEFT, VANDALISM,
. TAMPERING, WEATHER AND FROST.
6. IN THE FLOOR, UNDERGROUND AND VAULT INSTALLATIONS ARE PROHIBITED.
7. THERE SHALL BE 24 INCHES CLEARANCE ON ALL SIDES OF THE ASSEMBLY.
S. ELECTRICAL EQUIPMENT, OUTLETS AND BREAKER BOXES SHALL NOT BE LOCATED BENEATH
THE ASSEMBLY.
9. ONLY ASSEMBLIES APPROVED BY THE USC FOUNDATION FOR CROSS -CONNECTION CONTROL
OR ASSE SHALL BE ACCEPTED.
10. THE TYOE OF ASSEMBLY SHALL BE APPROPRIATE FOR THE HAZARD AS IDENTIFIED BY THE
CROSS --CONNECTION CONTROL OFFICE.
11. PRIOR TO INSTALLING ASSEMBLIES INDOORS IT IS RECOMMENDED THAT THE CROSS -CONNECTION
CONTROL OFFICE BE CONTACTED FOR ADDITIONAL INFORMATION.
12. WATER METERS WILL NOT BE SET UNTIL THE CITY HAS INSPECTED AND APPROVED THE BACK -FLOW
ASSEMBLY AND ITS INSTALLATION.
NOTES:
1. W1fT1R ARE TO BE PRD00 B>' 11E Off2. ALL WATER MET1rRS MUBT BE LgGT® WITHIN PUIILM
N Off-OF•-AWS AA OR 0SO"I'S
3. W47M METERS StNI NOT BE L=70 IN DRMEWM
LARGE OW RON MEIER BOX
sIDETwx
N
I
a
2" 2 1/2" TO BUtOWIG
TYPE iC" SOFT COPPER TUBING MRNELIFR H-1422
METER YOKE WI/12 TI M
FORD VF56•'-12, VF77-12
2" WATER SERVICE TAP AND 2" METER
Y
WATER
A A � � �
PLAN
8.25"
6.688 °� 0.687" 8
a.5"-- -- "2 a.5"
o
CCV ILO
u�
4
0.5" v DNA. 0.5"
R 6.5"
Q 00 SECTION "A -A"
7.25"
MINIMUM WEIGHTS 11.875"
7. 5" TOP 10 LBS.
11.875" BOX 40 LBS, BOX
EXTENSION EXTENSION 40 LBS.
NOTE.
1. VALVE BOX LID NOT FOR USE IN ROADWAY
LOCATIONS. HEAVY DUTY LID REQUIRED.
2. CASTINGS LOCATED OUTSIDE PAVED AREAS
SHALL HAVE A 2' X 2' X 6" CONCRETE
COLLAR.
WATER VALVE CASTING FOR
NON -TRAFFIC AREAS.
NTS
to
a
v.•I���IL*�
�'. MIN.
A -1 EXIST.
GROUND
PLAN
BENDS
e7• -'p.
- a
as
SECTION X-X
BENDS dt TEES
TEMPORARYIPERMANENT
GRASS SPECIFICATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDMONS.
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 FERTRIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 USS PER 10OD S.F.
FERTI7LIZ�ER: 17 LBS. PER 1000 S.F.
5. CON IS PRAREI3 4B II NC�HES . PULVERIZED. FIRM, UNIFORM SEED BED
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
B. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL PER TDN OF STRAIN FOR ANCHORING STRAW.
9. INSPECT ALL OR RESEED
WrT THE PLAN
TING 1NG SEASON. POSSIBLE. SsAND MAKE NECESSARY SSSTA�ND SHOUID
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL UIME, FERTILIZER
AND SEEDING RATES. OR ON 10. FE`RRTTIL�ION�AFTEERAPPERMANE COOVER IS�HED TTtEATh1ENT, AND
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% 13ERMUDA GRASS
20% TURF FESCUE
lox CREEPING RED FESCUE
24% ANNEAL RYE GRASS
*BERMUDA SEED SHALL BE HVI.L,E�D FOR WARM WEATHER
WfnNGMIN� ®M . OF WMN. OF 98% AND
Ayl�
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNIIM' OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCIEDULES MAY BE POSSIBLE.
,J PLAN
STYE 90 BEN B A5 8EN 22 Al BEBDS A TEES B C PLUGS D
16"
10"
22"
13'
26"
17'
29"
21"
35"
1 24"
3a"
27-
9"
10"
12"
13"
14"
17"
16"
21"
19'
1 24'
21
27'
6'
8'
8"
10"
10"
13"
11"
16"
12
20"
12
1 24"
10'
12"
13
16"
16
20'
18"
24"
22"
24"
ffi
10"-
21'
12'
29"
14'
36"
16"
41'
18"
1 48"
20
54"
NOTE: Based on 1.5 x working pressure of 100 PSI plus AWWA Water Hammer.
NI bearing surfaces to be carried to undisturbed ground.
STANDARD THRUST BLOCK FOR WATER MAINS
❑ ❑ ❑
WATER
(( El El ❑
A _- A
PLAN
6.688"
in
O 0.125"
N
`y .75"
0.062"
4.75" 0 5"
SECTION "A -A"
GRE WVC 6HD CAST IRON OR EQUAL
HEAVY DUTY VALVE BOX LID
NTS (TRAFFIC AREAS)
INFILTRATION SYSTEM
STORMDRAIN PIPE
FINISH GRADE
THRUST COLLAR
MAIN. COVER 3.5'
,Im
tSTEEL I I
L_ J
3/4' THREADED
PLATE4*_ _
----- ---
O
STEEL RODS (TYP.)
N
3" 3'
BLOCK
ROD REQUIREMENTS
SIZE OF 45 DEGREE BEND STATIC THRUST IN POUNDS NUMBER OF
RODS REQUIRED
6' 4.328
2
8" 7,694
2
12" 17,312
2
16" 30,779
4
20' 48,091
6
24' 69,252
8
GENERAL NOTES:
1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE COATED WITH
2 COATS OF BITUMINOUS BASE PANT.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS.
3. TYPICAL MIN. CLEARANCE BETWEEN CONCRETE AND END OF BOLT MUST BE 3'.
4. APPROVED OFFSETS CAN BE USED IN THIS APPLICATION.
S. WATER LINES MUST BE 24' BELOW ALL CULVERTS.
STANDARD VERTICAL BEND
NTS
MpR�. be :a .
_roc_
c�dP A
IF CURB HEIGHT IS 6, THEN:
"P "B1" - 0 1:10 MAXIMUM SLOPE, SIDE
FLARE "A" IS 60' MINIMUM.
'B2" - 0 1:12 MAXIMUM SLOPE, SIDE
PLAN FLARE "A" IS 72' MINIMUM.
CUT OR TOOLED
PSI_
JOINTS
W3000 1 4' 3-R
CONCRETE 1 8'=t'
-
6K6-t0110 W.W.M. COMPACTED
+� ' •'
SUBGRADE
4' 6" T II ��
SECTION
CONCRETE SIDEWALK CONTROL JOINT
1/22=WLM PREFORMED
JOWT
SUBGRADE � c,
SECTION
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
1'-6" x V-O" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
TO READ "RESERVED PARKING"
WITH IDENTIFICATION SYM37[S
RESERVED BOLT TO WD. POST W/ . CADMIUM
PARKING PLATED NUTS, BOLTS $►+HASHERS.
R 9" x 1'-0" x .080 STD &UM. SIGN --
TO READ AN
ACCESSIBLE .
BOLT TO WD. POST WITH 318" CADMIUM
PLATED NUTS, BOLTS do WASHERS
►� 12 ---.i TREATED WOOD 4 X4" POST.
LEGEND AND BORDER - GREEN �Rqp
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
1-1 /2 "R(TYP)
R
IrXPENIALTY
I
3/8"(TYP) I I I!
LEGEND AND BORDER - GREEN -_
BACKGROUND - WHITE I II
TYPICAL HANDICAPPED SIGN DETAIL
9" x 1'- " x .080 STD ki IUM. SIGN
TO READ OAN ACCESSIBLE .
BOLT TO WD. POST WITH 3/8" CADMIUM
PLATED NUTS, BOLTS & WASHERS
1'-6" x 1'-0" x .080 STD. ALUM.
RESERVED HANDICAPPED PARKING SIGN
TO READ "RESERVED PARKING"
PARKING WITH IDENTIFICATION SYMBOL
°O BOLT TO WD. POST W/ 3 8` CADMIUM
PLATED NUTS, BOLTS do ASHERS.
9" x 1'-Q" x .080 STD ALUM SIGN
12_ � TO READ MAXIMUM PENALTY t250,
wITH368L CADMIUM TO WD. POST
POST
- NUTS, OLTS do WASHERS.
LEGEND AND BORDER - GREEN EARED WOOD 4"x4" POST.
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
1--1 /2"R(TYP 1-1 /2"R(T%r-=l
PPENALTY R 1; VMI
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LEGEND AND BORDER - GREEN LEGEND AND BORDER - GR
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MAP BOOK 28, PACE 182 II Q 08fb bi
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BY ZONE 8 x z.wv 2' �. t mom
------ --- -- -- -- ------ ------ k81A�7WWAY M1�NEIM -- ------------
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DEVELOPER
�' 1
0
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r Fa a30 12 PALM Ago
a 4131 I
i STORAGE >l P
ILIVTG ,�� 43.30
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AND SO OWN 12 PALM 12 PAL 5. W44.47
I
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9- AREA. I os`� 4�.ae GRAVEL P o 0 44.53
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REFER TO OUTER SHEETS - 4 . M
ZONED ( FOR WORK WITHIN AREA. q5 43 17 12 ALM 8 PAL 14'c,+ o .
R-15 z REMOVE�E i S
� C
I SAMSARA ESTATES �m LEGEND. f SD
NOTES: I { m
MAP BOOK 28, PAGE 182 42 9 to a4o5 1 ALM o ➢ I
1. EXISTING TREES AND EXISTING VEGETATION OUTS14E THE PERIMETER CURS LINE. 0 1_/ 4 5 REMOVE �"
WITHIN THE STREET YARDS AND WITHIN THE FUTURE ASPHALT PARKING AREA SHALL "� ��
BE SAVED TO THE EXTENT POSSIBLE. THE SITE WO
FOR IS RESPONSIBLE
FOR MEETING WITH THE APPROPRIATE CITY OF WILMI N REPRESENTATIVE (910-2'54-0900) \ 44.4 8
R THE EXISTING TREES AND TO FIELD DETERMINE THE CLEARING LIMITS � " IfiBaP 124 ALM
ONSITE i0 FIELD REVIEW
OUTSIDE THE PERIMETER CURB LINE AND WITHIN THIl STREET YARDS. THE SITEWORK o i 14 PALM
CONTRACTOR IS RESPONSIBLE FOR INSTALLING TREEI PROTECTION FENCING AROUND THE �� H 44.73,Z
EXISTING TREES BEING SAVED PRIOR TO BEGINNING TINY DEMOLITION OR CONSTRUCTION WORK. 441 R E 15f
a5 76 44 1
THE SITEWORK CONTRACTOR SHALL SAWCUT ANY PERIMETER TREE ROOTS THAT CONFECT WITH 18 :9
GRADING OPERATIONS. SEE THE LANDSCAPE PLAN OR ADDITIONAL REQUIREMENTS. '.9z b''
5 4.. 4 �+ 7
14+,P91LM '
15 p' 65
{/x as 9o-x 14 AIM-' a + i I } 44.
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�; REFER TO OTHER SHEETS I I
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COORDINATE WITH OWNER. � � I FOR WORK Wi1T�IV AREA.
I � a5.45o I I
44,49 e\ 45.20 45.55 Ile 1 " vS9l ➢ � - 45.47 I
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4 f OP 46.31
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47.03
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46.41 !wM/1 "I'N1V CITY 1 {/r 48.64 46.85 : 46.93 - Co, (SO) � �.
STANDARDS. ... - - - `11 ADJUST MANHOLE TVA-
_ TO GRADE.
r ... .. q .. ,r
vw.aM, ,.,::. -. .. , e"1:. •w.(T. Mre+'.. . e� . ,. 6 6
Dr ROM AREA LIMITS.
REFER TO omHER SHEETS
FOR WORK WffM AREA.
SURVEY NOTES:
1.
THIS LOT IS LOCATED IN ZONE "C' ACCORDING TO
THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S
FLOOD INSURANCE RATE MAP, COMMUNITY -PANEL
NUMBER 370171 0010 B, DATED: 4-2-86.
2.
RATIO OF PRECISION = 1:10,000 +.
�UF�'\/EY LEGEl
ZONED
o
EXISTING IRON -� POWER PaLE w/GUY
1 5
o
EXISTING R/W MONUMENT GAS VALVE
-SS---
SAN, SEWER LINE TELEPHONE MANHOLE
SD
SAN, SEWER MANHOLE FIRE HYDRANT
0
SAN, SEWER CLEANOUT
STORM DRAIN MANHOLE WATER VALVE
- STORM DRAIN LINE WATER METER
❑
DROP INLET 75 P 15" o PINE
0
AREA LIGHT 2-12 0 2-12"0 OAK
+
SIGN rz PALM 12"0 PALM TREE
I ZONED
I CB
PROPERTY ADDRESS;
3720 S. COLLEGE RD
MAP I D #313510467541000
SCALE: 1" = 401
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OLEANDER DR. NC HWY 76 S TP, LL C +N I 1 l -- -- - -- - -- -- R�'�h, j
''°o>o���}�� 45.62 FUTURE DEVELOPMENT Z i
N I n 41.63 }+}\} BOOK 2988, PAGE 622 y6x.
I BOOK 3352 PAGE 509 a'`, IOU�' { OU I #
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CHARLES ST/NSON CB Icn I { m
I 40.92 BOOK 2104, PAGE 974 CDx o I N 4 I p
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NOTE: NO WETLANDS EXIST WITHIN THE SITE BOUNDARY. I 4 °s f I( v - - - - - ,- - ,`�c`A - - - - h r �6. W �- a _- a F cd' 4 sF 1n �A _ I 1 I
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x dROP INLET 43.s I p�Of� -_ Y INTERFEREf F. ,
,� v,' �,r, � oI
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1 16. 4<. 41 46 44. ';' ASy° I+ 4S?J i 45.36 I
o I 6.3 44.3z DRO INLET sn RCP iN v 4� °
4 f I'Sy
44.23 I TOP 45.00 t`41 d� INFILTRATION
on I N I #N TRAT#ON 6 I o -1a NV. 42.63 P INLET DROP INLET I (n I
S-y 5u.M ._ > 6 -45I.25 5• z I TOP=45.50 I I I
/ AREA 150, p ph INV.=42.37 i I 45 12" INV.=43.25 j
I I I 44.82 F 44.49 '=31+'20 Nn " .9, 8"-INV.=44.0 I \
I DROP INLET 6.2 ,t.
TOP=45.25 = ! I .20 Q+4.47 46. > ZONED L' n - 4s.47 w
INV.=43.50 I o Il e 9 . r m 4 z. z 45.64 ZONED I r� 00 z o I ZONED
I 5 47 a
44.53 .'' 7 2 9 CB oN� 42, 73 CB I 14D I CB _
43 ROOF SLOPE I I 4 INFI M 6 Y � I W` �! W I •
w �. O .g'o 4
1 I I II 44.9 y 4. ' .1� 6' o I, .4650 p
49 20 1 II 3.r7 m n o 6 I Nm 46•a�� � I InLij O
t4q14,550 SQ. F-T, 1 � a �� INFILTRATION SYSTEM
I .
BUFFER I I�ED - 4s.... r� I w a r-
TO BOC I I I & I 67 S A ES n Ln o z 6 w Q In r*1 r� o� I t N D z
SAMSARA ESTATES / I Fr 5' TAPER s, 45.7�� I 0 SEE DETAIL SHEET C5. I >- N 1-
lSD\) n I 46.8 �° Ij a r, .---- I , Y Lu
42 I If; I 7 4a.69 L, Ln CURB TO 5 !i s`'n� j I i nl 4s.96 I , I f G
I MAP BOOK 28, PAGE 182 ° I I JUNCTION 8 XLn i I N r, WALK I ` , <6s1 `' I m w W
INFILTRATION ow 1 I �45 TOP�45.70 z 47 p 0 4 6• ! ►L s► ' o
ZONED DROP INLET N I I a 6.2 4 4 12"INV. 44, 25 46. > 6 2 1 6 I*sus INV. 42,95 0.93 ACt U 1
R-15 TOP=45.50
12" INV.=43.25 cl, 1*1 '" 44.26 I MAP BOOK 43, PAGE 63
S" INV.=44°0 0l M1 ,js i *r 6 6 I MH I .ram
{ �C 1 } 4514 44.73 i I' zr TOP 46.64
DROP INLET III 44.14 b I as.7s 4 7 46.10 I INV. 40.47
TOP=43.75 III I 6 I a, 3 rs Q46.33
INV. OUT=41.9 II 92 bb s 1 1pCP S�6. v� 00 o INFILTRATION
1 > " I DROP INLET
15" RCP WITH CLASS 1 I 11 o I 43.8N.� N ' TOP=45.50 7oPN46.34
RIP -RAP ENERGY DISSIPATOR I I I a o4 � INV.=43.25 INV. 39.52 I I I
�p Apa� �1O'W X 15'W X 12"D I 44.90 - --- ---- --- ---- ---- - �t� � �� .-44.0__-----.....-_--- _.__...------
6 I{ '
A° Ap35 5B 41 ,� 4� � x % � INV.=41.7 AZT' A I � � o, s.01 � _ 15' C.P.& L. EASE ENT �� 0 10"0 PVC � 15' CP&L EASEMENT T a
- _ -- 9 A5 ry 4 30.00 1 7. --
ep6� � -Ap� � � 4 J Ssrrl . s SrK 46. II
az-92 a a R �s �.Y- a u a n ��yy S 55 S5 " SS-S� SS g
'9' ° GAS 44.40 A.:rri t6i�► ''!9 6��49.26
B6 Apt9 AQpS '9 °s Gr13. S wh'r W W W W---W W W
4O' - - . .. - - - - . _ . a ' �5 GAS GAS A s GAS GAS-a'a.51 4 .53
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-W-g�W 44.59 w G A 44.02 ASZ'S 44 A3 g a - y�5y 45.51 45.96 45. * 29 - t
42 4 4.9 w�--+13?6 W ZP 2, 17C f- 41,79
jog aZ WAY 9 4S 3 - - - - y - {N` . 4i. _ % 45.s6IN u
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-- '-- .8 PER TURNLANE DETAIL.
- - - - - - --'-
TOP 45.39
SIGN - -
MH
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RIP -RAP .ENERGY .DISSIPATOR - - A� - - - ... T -
20'W X 30'L X 18"D _ _ - _ _ _.. _ ..
_. INV.=41.25 _ >`' ID A5 A�' h6. -47.01
4
r r � WRON
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•' 46.5 - E STING N - 46,85 -+ 4 3
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46.69 INFILTRATION
--
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---�� D �$ 12" RCP WrM RIP -RAP SPECIAL
LET
RT. TURN LANE. SEE TOP=45.50 w� - -- -- - __ _ -- - -_ INFILTRATION �► 12" INV.-
43.25
DETAIL SHEET C5 AND RT. TURN LANE. SEE -�► - ENERGY- ISSIPArTDR -AT- - - - - BR9P- INLET - $ " ""'� •,•p '
M.-44.6
LAYOUT PLAN SHEET DETAIL- SHEET C5_AND ._. -- -- -- 12" FES AND 30' VEGETATED TOP=45.50 ....�.
C4. LAYOUT PLAN SHEET FILTER:-M.-a439. SEE 12"- INV.-O.25 -- -- -- "`� '1► ,►
... C4. DETAIL SHEET C5. 8" INV. (W)=44.0 - - - - - - - - - - -- - -
SURVEY NOTES:
1. THIS LOT IS LOCATED IN ZONE "C" ACCORDING TO
THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S ��� --'___----T-----------_ ------------___., .,_-•w
FLOOD INSURANCE RATE MAP, COMMUNITY -PANEL
NUMBER 370171 0010 B, DATED: 4-2-86.
2.
RATIO of PRECISION = 1! 10,000
+.
SUR\/EY
LEGEIVED
O
EXISTING (RON
r(--�
POWER POLE W/GUY
*
EXISTING R/W MONUMENT
�
GAS VALVE
-SS---
SAN. SEWER LINE
TELEPHONE MANHOLE
5Q
SAN. SEWER MANHOLE
FIRE HYDRANT
•
SAN. SEWER CLEANOUT
STORM DRAIN MANHOLE
Z
WATER VALVE
STORM DRAIN LINE
f
WATER METER
❑
DROP INLET
i5 P
15".0 PINE
tf
AREA LIGHT
2-12 0
2-12"0 OAK
f
SIGN
12 PALM
12"0 PALM TREE
ZONED
R-15
PROPERTY ADDRESS:
3720 S. COLLEGE RD
MAP I D #313510467541000
SCALE: 1 " = 401
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Des. JST
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DA7Es 10.15.03
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