SWA000098_Plan (Prop. Site)_20210405

NOTE: * 2'-6" CURB & GUTTER
NOTE: 1" SF9.5AASPHALT 1. ABC STONE BASE COURSE TO BE S SF ACEASPHALTCSE END TREATMENT
R_�4 NOTE: 1. ABC STONE BASE COURSE TO BE SURFACE COURSE o SURFACE COURSE 1, .,
0
COMPACTED TO 100 /o OF ITS
o �^
x
PROVIDE 2/o MAX. CROSS COMPACTED TO 100 /o OF ITS x
TOOLED CONTROL JOINT STANDARD PROCTOR MAXIMUM DRY 2" I-19.00 ASPHALT I �rx�� �"
4 d. a (REFER TO SITE CONCRETE SLOPE ON SIDEWALKS STANDARD PROCTOR MAXIMUM DRY 1.5" I-19.00 ASPHALT DENSITY. INTERMEDIATE COURSE s®"""' {°~Storrdard Concrete
SPECIFICATIONS FOR SCORING a r Ditch Std. 850.01
1" 4 DENSITY. INTERMEDIATE COURSE use I err , 2 \ � C pp p or Ma»mgy
° PATTERN AND SPACING 2. GEOTECHNICAL ENGINEER SHALL 1,
a ) r
2. GEOTECHNICAL ENGINEER SHALL
d a RM/
WW
CONFIRM PAVEMENT SECTION IS x
�4 a
r
l
CONFIRM PAVEMENT SECTION IS .�
............................................................
d SATISFACTORY BASED ON SOIL 6" GRADED AGGREGATE
° ° "'4 ' + d .< SATISFACTORY BASED ON SOIL 6" GRADED GGREGATE TESTING. BASE COURSE (GABC) I
° . . , p' .4 ' TESTING. BASE COURSE (GABC) I
,d . + EXPANSION JOINT EACH 30' MIN. WITH
PREMOLDED EXPANSION FILLER, I
SEAL WITH SILICONE SEALANT. SEE `�`` ``fi\ ` r\`\ i11
PLANS FOR APPROXIMATE JOINT \ ` � I COMPACTED SUBGRADE
LOCATIONS COMPACTED SUBGRADE
MINIMUM 3,000 PSI\�� X" xX" SEALANT CONC. WALK DENOTES LIGHT DUTY PAVEMENT ON PLANS DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS 70'
CONCRETE
..........�:........
�0`
. ° ° a ...4 d 4 4 Q: :Q 4 . :° ° 4 a ° A ...4 .d 4 4.' e. R 30 I......,.. I.. �+ ,,.-1- R 3Rh ,.f' (TYP,}
LIGHT DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT / �/ d4 . - S8T8iT TIEIAN LE
f 4. . .
......... ... i € .... ..... .. ,:° ......... ........
:.., *,
COMPACTED SUBGRADE NOTES: _ _ EDGE of PAVEMENT
6x6 W2.9xW2.9 WELDED WIRE � .... 6' Pa l. MIN. O ENCRC
foaE of PAVEMENT
1. ABC STONE BASE COURSE TO BE FABRIC (FLAT SHEETS)
COMPACTED TO 100% OF ITS ... ..... ..... ..... .. ... ..... ..... ....,
STANDARD PROCTOR MAXIMUM Curv(". I t(I II(
°..,
Ex�sTor ataAa
DRY DENSITY. ..
°. f P f PAVEMENT
1�I i "°�
} EDGE a PAVEMENT EA7liE a EME
z° \I(uw( I At((ill(�°Ir;ll°I tir111( \I°I(71'(.i _ ._ ...... _... ........ _.... _.
':. ' � °. : :° 8" PORTLAND CEMENT CONCRETE ... ...
2. PORTLAND CEMENT CONCRETE •. i ��
fl r'1 r'1
1 1 a „1 Y , . W Y ,1,1 ,1 . ( i,, � r 7�) 7�,. Yw % r r �,,, r � �\� Y 7 r �,) r w r. �,) r
TO HAVE A COMPRESSIVE
I(= DENOTES CONCRETE SIDEWALK ON PLANS
STRENGTH OF 4,000 PSI AT - -
28-DAYS AND CONTAIN 4% - 6% 6" ABC S TONE tl l ( (� I I I(° { a I e
ENTRAINED AIR. - NOTE: Drainage easements may be required to accomodate drainage beyond the right-of-way.
CONCRETE SIDEWALKS III(` ,�� �11 (`c° k)n ,( 11" ll°�
NO SCALE ��I,v Xy,,%\,%\�/v,/,v / , I 3,
L..i ICJ Wr�'6 �1���'I� `/ll °�1 (�'a RECOMMENDED ROAD CONNECTION
COMPACTED SUBGRADE l � �I \A1 � OO
DENOTES REINFORCED CONCRETE PAVEMENT ON PLANS * SEE ISLAND DETAIL. IF AN INTERIOR
� � � ........ � (:= ISLAND IS TO BE INSTALLED
REINFORCED CONCRETE PAVEMENT
/ FIGURE 5
lIiiii "�,I NO SCALE
l '�iiilllu„ / / NOTE:
�„
\ ��1llluu „ I �,1,1� O(, "1";1)O("� I--*'
NO WETLANDS OR WATERS OF
\ "1IIIIIIII �IIIIIU, I � G VIA /A/ H � �C )�� /= ) & / THE U.S. PRESENT ON SITE.
\ %�,;I PERMANENT BMP �r� ("Y/11�4 HL'I' w>
EASEMENT 11^1 114' ` ('� 6 /
°"""IIII!lG (�,'1, ��,, Fix � ��;, "5,�1(( PROPOSED BUFFER FENCE (SEE NOTE)
\ ��I""11111!!!,u \ PROPOSED RETAINING WALL /
/ /
..;� �� I (SEE DETAIL ON SHEET C500) .
\ Ftr I ���� 11l,", j / /
TRANSFORMER TO BE 1-11
\ „„„�illillllluuN„I i
\ (A�„ 4' SECURITY FENCE BEHIND / / SITE PLAN NOTES
""'IIII!� LOCATED ON POLE
RETAINING WALL (SEE DETAIL /
�� \ °"""illlllll,� 1. ALL DIMENSIONS ARE AT 90 DEGREES UNLESS OTHERWISE NOTED.
15' STORM EASEMENT ON SHEET C500) I--*'
/
N
``/
"IIIII!IIII°°j011plp I 2. ALL DIMENSIONS ARE TO FACE OF CURB OR CENTERLINE UNLESS
X
/ OTHERWISE NOTED.
uo
X X )�
pllllluo�„i11!I ­1111111OH �� 3. ALL RADII SHALL BE 5' (F.O.C.) UNLESS OTHERWISE NOTED.
�� OH �9 GALLON RE1=vELING TANK (SEE LOCATION OF POWER POLE
r
rfi fi . _... .. ..., , �1 �I"V/ l I`',✓1, (;vC r� / (w OH ARCHITECTURAL SITE F'LAf��
Jf, CURB &� ER, TYP. RELOCATION
/ GENERAL NOTES:
r.. m1
PROPOSED RETAINING WALL `"' Ul �cW
c , u�:
ou
t . . \'
m .
IC.. .. . I�.4.... .. .. .. -=- t
(SEE DETAIL ON SHEET C500) "° u111 /:
• • ' •• .• .• .....
"I I
:•..•..:..:, .• : „ ,
GENERATOR PAD 18',' "I
:.• .
.• .••.• .••:.........••..• •• / - ,'';,, H 1. SITE ADDRESS:
'`.. ',..�uil
URB & GUTTER I /W MUST SEE ELECTRICAL :.. ,
�R \ ( R3D•.. •... o
ppl�, HP 306 REID DAIRY ROAD, WEDDINGTON, NC 28173
10 X70 SIGHT „�IIII .. 1' �� -=-
\BE PLACED ON 5 ASPHALT PLANS FOR"�����, " :: ; :: F?
TRIANGLE - OH I'll
BA E B25.00 SPHAL BASE :'•. •.•;::,...:: .* •. •:::::::::;
25T,, ,
( SPECIFICATION) �� .:.. 4 ,';; -'„ ' 2. ZONING: CONDITIONAL DISTRICT - WESLEY CHAPEL VOLUNTEER
fi
aWl I ELECTRICAL EASEMEI
TO TEND 6 B YOND URB .• ... �
:,..:..:..:.. .. ; r\ "i,` G 7 FIRE DEPARTMENT
(' ITH 1:1 S OPE ,, •.:.. .::... :• . •....:• •.eeee ....
„.
„ ....
• : • :::: • 3. TOTAL SITE AREA: 1.718 ACRES
CURB & GUTT R °fi \,vv .::.::::.:: :.-:::.::.::......... .
RANSITION 6' O ``'' 4. ACREAGE: 3.1 ACRES (INCLUDED SEWER
„R5 DISTURBED A IN
E STINC EDGE OF :•••'�'' .,%
EXTENSION
1^. �. ('
' :'
•
PAVEME T SEE DETAIL
( ::'' \
�.
:; ::.::..::.:;..::.:;:.:::;::.c�Q PROPOSED GAS j
THISEET)"dun �,, ; f 6',! CONDENSING UNIT LUU�MPSTER ENCLOSURE - 5. NEW BUILT UPON AREA: 32734 SF (0.75 AC)
\ METER LOCATION \ `� �': SCREENED WITH CMU &`I -0
,,,�I�», :•::;' CONCRETE PADS
A :':.:' 4..:.• A �. 6. USE: EMERGENCY SERVICE FACILITATORS FIRE STATION
��N R` �'.
u$,�� �rw (�,1 r BRICK VENEER WALL ( )
\ z '/ 11111 w::: :: ::::' :: PROPOSED GAS LINETll�
�� „„, �I V �,y 'y 7. PIN NUMBER: 06177015B
\ ,�llj�llll LOCATION (TIE IN TO BE
V%0��H�.'All �, �:•' R5VIJ� 4 COORDINATED WITH - k
-' 8. WATERSHED OVERLAY DISTRICT: NONE
,��„�
PIEDMONT NATURAL GAS ::�
", ! `",, >
I'll,
9. FIRM: PANEL 371044660K DATED 3/2/2009
,v s NEW BUILDING
' o 1 / MA FLOOD
\ , PARCEL IS LOCATED IN ZONE 'X' OF THE FE
�� plll II / ,ZONE.
°I�� ��: '' N ZONE AND THE COMMUNITY FLOOD
ROAD ASPW LT PATCH'""`rM,. \ "IIIII s / 1 H NDICAP
•.•::: tti "..
: JAY
�`
AT DRI %S REQUIRED ��"'� ��� , ,:. � �,, ° ��! �,,�� ', " P RKING 08.6 : ::::: s (.(�,#,k,,
V °'` fi " �.PG,, y �/ , �e IGN, TYP. :::::::' ''� I,�� 10. PARKING PROVIDED:
rt10 X70 SIGHT , pll �5 �2 5'r "} ..1 =
\ `TRIANGLE \ REGULAR 20 SPACES
:. v �e'„ / HANDICAP = 1 SPACES
v / / B�1�A� TYP ��- WH EL STOP �...
rvo� A
..• Jtf,\ T. .• ..• .. TOTAL = 21 SPACES
1111le,r :::
\ s
"6�'SIDEVi/ LK `` `"
"I leADA RAMP
vvr ' /
\ \\
fi' r. /
'' � ° III ' � .4 1;.„ 1'
yv ..
11111111111111 fi
:�:::::.::::::.::::::•:' „
v ,�( ,
v \ �" ; `� 4 „I ,
y f, , � ���� .,.. .::::::::••.:: /I'llNOTES:
" R1„ -�:' :I . " "" 1. POSTAL MAILBOX WILL BE PROVIDED BY OWNER.
,fifi RB \GUTTER),N R/W MU T ,� �, '' ,' " ; ,; ,/' °
490 6' -
E PL ED ON s, ASPHALT ; ;' �; ,'' p, \ s ti: / -1 2. 6" FIRE WATER SHALL BE BROUGHT INTO BUILDING BY PLUMBING
fififi R3U ,�� „,- 4 ° /
BA B25�QC ASPHALT BASE ': �' .
.. ... - fi ,/, 1 "`. CONTRACTOR AND STUBBED UP 12" BY UTILITY CONTRACTOR.
fifi ,� \, y :•.. •. •...•Vt'`
��' "" =° �,.. :'::'':'' ''':'' :''. ',, ":;�i 3. ALL STORM DRAIN PIPES SHALL INCLUDE A TRACER INSTALLED WITH
TO END BEYON CURB' ,�T\ �' : O :'.::::::: :::''
fi p
fiy ''
�I" � I :::,::::::::::: �� � IT. PER NC811 LAW (EFF: OCT 14)
TH 1.1 SLOPE) (TYP.) ���4' .77i ,� �� / N .��
\C
,'"'` '.;-'��� � ,;' R'15 ;�' VI� ,��'"; �h• . �.�.�� ��' lujP��.�.��uuuuuuuuo, muuuuuu� � ...••.:•.•;...:•...•.:• - -''' "�I „r�';,�' EACH STORM GRATE AND FRAME CASTING SHALL BE PERMANENTLY
`' FISH AND THE FOLLOWING
1 ��
/ ,,,I
w
\ „ ;::•.... � + :::::: :::; : : �I ��, ", IMPRINTED WITH THE IMAGE OF A
,'`'.. ,' .::.. ::: .• ���� R44.6 / ,(.>�`'I I-,' .. ,�11 ,1 ����rc,0
.•
1111111111.�
' „', .: :: :::: •:::••- ''wm�ul ,II ,� ,iII' �" � STATEMENT: "DUMP NO WASTE! DRAINS TO RIVERS
;'� ,'' Ry9 : • :: '" w �wum4 mlmF; . . • ��, �qII� 5. BE
r "''
' " A �:Wu�:�m ..::.:::•:.::.-- :4:Sp . ••. • . „
• ••' -.-' .� ' C . / / f COMPUTEDINACCORDANCE WITHN HE MANAGEMENT
OF WEDD NGTON
', yr r t rI
\.::.:::...::.:::.:2a:..::::::::..:::.:.!�r�f:•:...::.::.::.... :•'.•' .' •• ..' •• '. f f
,:rr. •.••.• .• .• .• .•• . .• .••.• .
/GUY WIRES TO B r r STORM WATER ORDINANCE
....• .• .. .• .• ...• :::::...••..:.F �• ..•:.•::.::.-::::::--:::::::: --..:
\ 'R3,••::•:::.::•:::•:::::•::::::•::::::::::•::::::•::::::•::::::::::•::::::•: •:::•:::•:::::::::.:::.: ...::::. RELOCATED TO I rr,' � I) 6. LOCATION OF POWER LINES TO BE RELOCATED IS APPROXIMATE.
\ A� R�0 /� EDGE OF CURB :�\ o ,,I��1 FOR EXACT LOCATION AND PLACEMENT CONTACT UNION POWER
g;�r .\.:.:••.:•..:::•.. <r
1 COOPERATIVE.
t"
F�.. ..••.:..•:..• 1, 7. FENCE AND WALLS SHALL BE CONSTRUCTED IN A DURABLE FASHION
V 9 '' '' '' ''•• / '' vP' OF BRICK, STONE, OTHER MASONRY MATERIALS, OR WOOD POSTS
\ 20' a' '' ''' \ ', ��� �� AND PLANKS, OR METAL OR OTHER MATERIALS SPECIFALLY DIESIGN
�� /
MONUM NT �`�' I(r / AS FENCING MATERIALS. NO MORE THAN 25 PERCENT OF THE FENCE
\� \y "fi "
\ (\�(���(I Z /\��Ip �,�� / SURFACE SHALL BE LEFT OPEN AND THE FINISHED SIDE OF THE
W,l�'I I( la"1r,r(( ,>�°/VvtY'"I'll, / ( ! �1�'� FENCE SHALL FACE THE ABUTTING PROPERTY.
\,^,"/IV/B ((:"/ r (x,,� a 1,,, � ��) 8. GAS LINE LOCATION TO BE FIELD LOCATED AND TIE IN COORDINATED
"V(4,'l r((} l A , 6,6„ l (. I �� ' � t 1 Lt,, %w'7„ � `y. /I�,,, / / � I,,' r'
"%� / , -" -, R/W TO BE DEDICATED TO NCDOT WITH PIEDMONT NATURAL GAS.
\ A "'' \ (, ,F 9. ALL FIXED OBJECTTHAT ARE NOT CONSIDERED BREAKAWAY MUST BE
// // ' ~� �' ¢ �6\ �\ REMOVED FROM THE CLEAR RECOVERY ZONE (12' FROM THE EDGE OF
�� �- � � � .I.°.11...I 1,. /� 1-1,1�'''1(I °I,(( (`( ('�" I,I/,c1fi FUTURE PAVEMENT AND/OR A MINIMUM 10' BEHIND THE CURB)". CLEAR
r�
\ \,, �EXISTING IRE / ,-'' f,,, /`` �,'/Ifl /,`t (e r�ti 'r 1 °c` 1r ,,,f''f
ZONE DISTANCES CAN BE FOUND IN THE ROADWAY DESIGN MANUAL.
\F'T "° f,,, , -' N(`( ,01 111?.'wr, I"Thl11, F( 03, '1`2 10. CURB AND GUTTER IN R/W MUST BE PLACED ON 5" ASPHALT BASE.
�.� WYDRA T
` I I NAIL /1 TR ANGLHT \ �/ � �_ 'r � / ASPHALT MUST BE SAWCUT PRIOR TO PLACEMENT OF CURB AND GUTTER.
NC (ICI (t�' \ I v,,
NA[) 83/2011 �( \ 1'� I , \, II3I /
�,1,1I `... 1 ))'
/ 1'�FI
M 1 r, O,u d-----Ffi' CURB & UTTER\IN R/w MUS " j fifi ,f ,a, GENERAL NOTES
Do BE PLACED ON �'ASPHALT
Q / / e(( ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND TRADES
\ / �y � " P
z BASE (B25 ,C ASPH LT BASE ` (_
0,I TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER CONTRACTORS AND
TO EXTEND 6 BEYOND CURB \ \ \TTT�� I � ( V ( \ r f TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS OF THE CONTRACT DOCUMENTS
WITH 1 SLOPE TYP• �� ,I ' ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS
( ) \ fi" �` � ., � f�' „.r' ' OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY
\ r'fi i,.,. \ 1 COORDINATED AND INSTALLED WITH THE WORK OF OTHER CONTRACTORS AND TRADES.
\ r "
SCALE 1 "=20' \ � ,11 I I I IV` -- '' ,), ` fifi'' ,'' f WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR
\NOR l r11 r' 1 I3A1 it Al", ' .,,., CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS NOT CALLED TO THE
I ' �8 (I (, �,%\ "' j ' .--- `c'a \t;7` ,, ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE CONTRACTOR SHALL BASE HIS BID UPON
r PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT
O 2O 4O \ vt,I (I �I:i // / A WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR
• F l
v 16 }f ' , ,, 1 / f / L � � "( GREATER QUANTITY UNLESS OTHERWISE ORDERED IN WRITING.
�ti fi,.., R() R, / fi Wlv
Project No.
1619
Date: 11.12.2020
Drawn by: JH
Checked by: BVC
Revisions:0
•'.••09%
•
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
610 East Morehead Street- Suite 2501Ch-lotI NC 28203
TEL [phone] FAX [phone]
NC License No. C-1652
Q STEWART-COOP ER- NEWELL
ARCHITECTS, P.A.
THIS DRAWING IS THE PROPERTY OF
STEWART-COOPER-NEWELL ARCHITECTS, PA.
AND IS SUBJECT TO FEDERAL COPYRIGHT
LAWS. THIS DRAWING MAY NOT BE
REPRODUCED, PUBLISHED OR USED IN ANY
WAY WITHOUT THE WRITTEN PERMISSION OF
STEWART-COOPER-NEWELL ARCHITECTS, PA.
1171,,,,`
\�11r,!
! `
z2 • 7e.
- SEAL -
00 ` 3 g _
Y
-.10I NEB,., , ,
6R ,-
��r�
a) 00 CD
o
Q (V
00 CO
c °O
4
aao U CD 0
)ztiti
U)
.6
co o ai
w C
f
�
ED
r U a- U_
IT -
CV
Cfl
O
ti
�:00
I 1�� Qq
O
C>D
�Q
���� ������11��
o UI
L
CD I�l
,
11111111111
U.r)))))),,////////////.,
■ : I1 III
-11,,-0
(-���
��
U
W rtf
-6-0 _=
U) L_
Ca
U
ii
O
z
O
a-Qz
z
O�
O
U
Q
w W z_
J � p
W
� Lo
�
~
0::�
C)
LLJ
LLJ
z
I
O
Sheet Number
C200