SW8041130_APPROVED PLANS_20050804

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 O4 N 3O
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2oos OS 0
YYYYMMDD

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/ ,.S 6 I NOTES
0 CHRIDE
TUR I 3 / 00 1. NO KNOWN WETLANDS EXIST WITHIN THE PROJECT LIMITS. z z
LANE \ 3�• 1 MP 6? 36.7 �jiO� I * 2. THE CONTRACTOR IS PRIOR GINNING RESPONSIBLE CONTACT THE ENGINEER FOOR FIELD VERIFYING THE SITER R�� W
SDP 6� A I �.- 37.2 L o/ (C� DIRECTION AS REQUIRED DURING CONSTRUCTION. L.L J
as as �- as -� as -� as �- as as as I as �T as
as v Q
F
QS �- aS �� as
3. ROOF DRAINAGE FROM THE PROPOSED BUILDING SHALL BE DIRECTED TO Q J
u'� 2 r THE CATCH BASIN USING DOWNSPOUTS do ROOF DRAINS, ALL ROOF z 0 21�.66 p r f- DRAINAGE DRAIN TO THE REAR OF THE BUILDING. REFER TO THE
SDP O'7 I •.a•
CO
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r -
1 (n ( ARCHITECTURAL PLANS AND PLUMBING PLANS FOR ROOF DRAIN (!3X DOWN SPOUT LOCATIONS. V W Z
~CUT LtJ 4. REFER TO PLUMBING PLANS FOR THE EXACT SIZE AND LOCATION OF THE Z W O
��`E 36.5 WATER SERVICE, BACKFLOW PREVENTER. AND THE SANITARY SEWER
SERVICE. THE CONTRACTOR SHALL FIELD VERIFY THAT ADEQUATE FALL IS U)
Imo♦ AVAILABLE FROM THE BUILDING TO THE SANITARY SEWER SERVICE OR MAIN Q (�
> PRIOR TO CONSTRUCTION. MAINTAIN A MIN. 10' HORIZONTAL SEPARATION OR v
NEW TURF tzma r D 18" VERTICAL. SEPARATION BETWEEN THE DOMESTIC WATER SERVICE AND
37.3 37.2 <) 37.7 37.2 I 7 36.7 W/5:1 SIDESL PES 2 4 5. THESANITARY SEWER SERVICE cr <
CONTRACTOR RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL Q
d /tG,
v6 37.0 MUTCDPLAN µNCDOT ANDD DEMES �CTTIOINOF WILM�IrGTONNSiA��NO STANDARDS.
WITH THE
so P sr 37.0
FROM
�22� 7.0 I \ FLUSH 6 SURVEY BY PARKER�'& ASSOC, PDATtIC D�5/277//04 AN PROVIDED BURVEY AY OWNER. V
'66, > 36.9 36.8 { t " ;•.;.:. .: • y ., -. :. i , 37.2 7. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ANY W
r CRACKED OR DAMAGED SIDEWALK PANELS ADJACENT TO OR ON THE SITE. 0- - � �
A ` CURB �: I1:
O s N ,r ' ww
t)'
/ P i l�� WALKS DAMAGED THIS INCLUDES ANY EXISTING DAMAGERD WALKS OR
? CUT $18 37.8 ;:. I ;10-•.:12' ;: -`� ` 37.8 O
s� 080 A cgs ' 7}.; : =. T r » DURING CONSTRUCTION. W y m C)
u`6, �� m� /NEW DROP INLET B 1 vi :.. `�� x z
s6 I 9 RIM 36.1 • • - :. ' ;C'.; :. ` '` z.... ::; ; ' <: 37.8 s 8. PROPOSED SIDEWALKS ABUTTING PARKING AREAS AND DRIVE AREAS SHALL > I- Z
•••• SLEEVE & VALVE
BE TURN DOWN IN ACCORDANCE WITH THE DETAIL ON SHEEP C 4 2 W W W
3 c INV. 33.0 12" RD I NEW DROP INLET A5 9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REMOVAL OR \ to w J m
0 1 �'"' t 5C RIM 36.0 I > T
-._ RELOCATION OF ANY EXISDNG CPkI POWER POLES /GUY LINES AND CPacL. � � 3 Z �
INV_33.5 LIGHT POLES WITH THE OWNER AND CPad. AS REQUIRED. ANY COST W O
YARD INLET TO 37.6 3 , t 6" D.S. 6" D.S. 37.9 e 6 I - - - - - - - - - - - - - - - - - - ASSOCIATED WITH THE REMOVAL OF CP&L POWER POLES / GUY WIRES AND Z I to M
4 SEWER I - - - - - M� i CPa:L LIGHT POLES IS THE RESPONSIBILITY OF THE OWNER. 3 N U O
BE REMOVED. I 38.0 0 37.9 1 �� < o T
CONNECTION NEW 6 WL 10. OVERHEAD CLEARANCE OF 8' REQUIRED ABOVE ALL SIDEWALKS AND TRAILS. O
15" RCP 37.8 j : s 4 D.S. _ . _ _ _ . _ . _
INV. IN 32. fig' ° 37.4 ._ / I N A i GUY WIRES d< ANY OTHER OBSTRUCTIONS SHALL BE REMOVED OR RELOCATED.
INV OUT 3 .2 -;; / / 2'�i 37.9 ----- -- - --- ( u�io 0
,.. 37.2 � !•'ri / C) _ � 37.6 FH - - 26
Q7 12'x7O' NEW RF S ALE A5A W n n v
RMl , DETENTION BASIN B / T W/5:1 SID OP
3 N Z M M
I ' 37 2 I I 37.8 WM TAP D METER z o 0 3
NEW RF SWALE B1C>��
ROPOS 114'30' BUILDING I FOR I RAGA N <��� a
Q :. W/5:1 SIDESLOPES �''_ I I I z w
(/j Q 3 f "�:' . F6 / F.F.E. 38.5 6" FIRE LINE I sj6 I WM 1 36.9 m 3 a 3
��/ BlAg. 14820 SF
LAJ
O I a : 37.8 1;.;� TURNED-90WN SIDEVI/ALK CANOPY 171EST1C WATE 3 37. 6"� CURB CUT
1 ti ;1 36.8 ''�TOTAL 15,545�SF s" FL 37.v A5B v
C�'UR1 1 •2" DOM. WL V Q C �' r\c� Z
U U= y : N BID` \ �2
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Z t 38.3 \�
2 Im Lj
> I y /��� \ W
C) 381 2 ' _ .2 6 LJ
F% m aO / Z
C \
�o ���� UNDERGROUND TRAFFIC j o / 6: f L \\ �� \
r'���6 �v°�G SIGNA BOX TO C9 ^ / % • " ' ` 4 A ` / TURNED DOWN SIDLaMl1 \ 37.8 37.3 Ld
Z
' BE P OTECTED I 378 �� 3 37.5
• ... Y. ..
i ..'
p NEW DI 82 ... •. I ! �.:.. s;;:.: ` �:.:; : r...-:. • FLAT -------- - -- - ---- - -- - ----
�� o O RIM 36NAF AA.3 FLUSH ~ J
37.4 LEGEND N
35 1 y 37.8 37.8 �IN Z
O O 37.35
4 3:8.3 37.8 37.17 rr
:z�tp�� 37.21 TIsTRF 6SSWALE B2A 7.
_ --�-- PROPERTY LINE O
W/5:1 SIDE�s�L�o • 1 1 )� 37' ZONING LINE IIIIII IIIIII
R � - t6 x117 ��`L �� --'-- A LAW&' v r----- ---- - -- - - -- 1
9 �) s DETENTION BASIN A -0s 37.6 % �}.,,- •s DI1 m m m m ® m CITY LIMITS UNE
37.2 rn 38.1 EW DI A3 NEW DI l� s 12 I
10 / -6 3 2 q CUT B 375 a 38.01 RIM 3RIM 3 DISTURBED AREA/CONSTRUCTION LIMITS (IIIIII IIIIII)
d 37.95 INV. 33.3.7 INV. 32.,6 •4 I
i 'O S$ 9g 3^ - 37 I
37.
Zg-9 I � 9°� ' �� 3755
J .�- \ .< CUT A38
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WBtI�I
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IKYANA
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F 3. 37. .RCP i NEW ASPHALT PAVEMENT IIIIIIIIIIIIIII II
Ab , :;2-z: : is :: =:;:: III
CURB : NEW DROP INLET A4 I '': Y -K'} :Y NEW CONCRETE II
''- 369 6. CUT RIM: 3326..88
_ A4A INV.
I - - -48- - - EXISTING CONTOUR 3308
-9 12" RCP .
CLS
37. 36.8
371 36 --� AIDS.
y 7 1 I
/'' r ,•. P ._';. e . 7 •. '� •. .. .. ' °' a�oo-:- � e•• •r . SPOTELEVATION
GRADE am CLS
' 37.43 a i_
- - - - - -TLC- - - - - - - i - - - - - - �- I- ° 3CUT A2A _ _ _ _ _ - - 4750 PROPOSED TOP OF CURB OR 011wl! EDB
y I A 37. 37.3 0 3 °37.3 0- - - - - - - - 1 A j TOP OF WALK SPOT ELEVATION Ix1E 0 �(A
A-T,(
---- --- - - ----- --- ��
g Q A - - - 1•� i - - - - - - TEMPORARY SILT FENCEmop �.4 QS % 0 1J
I L N 6llvvF
,,�\ OP ...... �/y Oj
�L 6 \ " ® EROSION CONTROL AROUND INLETS ESS.,9
00 NEW
TURFESLOPES� /� TURFnSWALE A2B�� oa - _ _ _ y
L ��, �' s: $ / J 36. 37.1 37. , c' i 09A?
�, for Drivew° 1z on REMOVE EXISTING TREE
o s v I P N A 19 " - 1 SIDESLOPES e • F 1
o COWJNEG� NEW 4 SS / --�/
' 9 . rosINEE • �'. c,1 A 1'S 9 I coI ` T EXIST SERVICE LINE YI f. .• �c�ry.
� s � Top 35.85 1z' o • SAVE EXISTING TREE t ,Q .,,,,•,,.
_'6� _ HENDERSON DRIVE EXTENSIONnv� 32.28 I _ _ S.R.1336
N
�4' RCPP I S� 24" RCP F, SLING 60' PUBLIC ROW REMOVE EXIST. YARD INLET.
/'/
as as .+� as �� as as ONi TO - as as as .�� as .�f as as �� as as �� as ....�ii� as as as as as s �� as � � as � as . as as as as INSTALL NEW TRAFFIC BEARING J.B. A-1 SCALE: 1 if - 201
�/ FUTURE 100' ROW INCDOT NV. 32 28 40.34 C2m2
es r I 8,400 VEHICLES 6 O 20 40 0
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37:6 RIM 37.0
TURN 37.1 INV. 34.8
LANE gj
37. 5 / SDP 37.OA 12" CMP yAu 36.7
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NOTES:
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1. NO KNOWN WETLANDS EXIST WITHIN THE PROJECT,UMITS.
V
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2. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE SITE GRADES
PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE ENGINEER FOR
DIRECTION AS REQUIRED DURING CONSTRUCTION.
W
i
J
3. ROOF DRAINAGE FROM THE PROPOSED BUILDING SHALL BE DIRECTED TO
J
THE CATCH BASIN USING DOWNSPOUTS & ROOF ORAINS, ALL ROOF
O^ - .. 211 66 a REFER TO THE 0-1 DRAINAGE DRAIN TO THE REAR OF THE BUILDING. \
i p V) ARCHITECTURAL. PLANS AND PLUMBING PLANS FOR RDER DRAIN
N,4 O• ht z. M . ,. :M fi� _�i F X I DOWN SPOUT LOCATIONS. W Z
4. REFER TO PLUMBING PLANS FOR THE EXACT SIZE AND LOCATION OF THE W O
aD O ' CURB CUT A5A ( WATER SERVICE, BACKFLOW PREVF MR, AND THE SANITARY SEWER IY
- INV. 36.8 SERVICE. THE CONTRACTOR SHALL FIELD VERIFY THAT ADEQUATE FALL IS vJ
LL '^
O , 3 37. _ AVAILABLE FROM THE BUILDING TO THE SANITARY SEWER SERVICE OR MAIN
I�2 37.8 PRIOR TO CONSTRUCTION. MAINTAIN A MIN. 10' HORIZONTAL SEPARATION OR 0 Y
el L7� 9 Lo Y 1
8" VERTICAL R SEWER SERVICE. BETWEEN THE DOMESTIC WATER SERVICE AND �I r
.y SS GRSiDER PUMP 373 c NEW TURF SW LEA 0 ¢ �.J
X G .. SEE 'D�[AIL 37.8 ? 37.21 36.7 W/3:1 SIDESL PES �(
-S 17� / A / _ B ' 'L q 5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING' A TRAFFIC CONTROL
i 4 •� \ 37 'k 37.3 CONTROL PANEL, 37.0 , PLAN AND DEVICES -DURING CONSTRUCTION WORK IN ACCORDANCE WITH THE
�so .� ¢ 4 HIGH EEL R A UMIN M F ��' MUTCD, NCDOT AND CITY OF WILMINGTON STANDARDS.
g u� to 37.6 POWER SUPPLY
& ALARM LIGHT WITH BLA K OR GREEN VIN L CC
TING
6. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM
�o'P OG 7.0 37.0 FLUSH _' AND $ W=117i � �• CURB INLET CI-6 o AT TOP O N BA K. SURVEY BY PARKER do ASSOC. DATED 5/27/04 AND PROVIDED BY OWNER. J
/ 000 Imo,r� FOR GRINDER PUMP 27 7
yo�o 7rY`aP5 36.9 r RIM 36.8 '
TO, 7. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING' OR REPLACING ANY W J
Q2 L� G CJ I �a ' / d nvpd d'cti*i2.8P g ,` * ' �a.
/.� , V. 34.0 , ., ,.", �'. CTHIS RACKED
ANY EXISTING DAMAGERD WALKS OR WALKS ON DAMAGED N
O 7� Inv. 111032.0?* 37.8 ,'' , $ .j�p' v ,'' 'j® •.k� r+' 37.8 ,1 DURING CONSTRUCTION. DhMA J tam V
In .6$ �S'o Nam/ DROP INLET R
MP���77 n r a.� iw ,,. , • ,: 0 6 x T PPI G W = z z
I( DVS ? ! 00o In t 6 /TOP 38.0 45 ,�q w r.s4 p , - •�' '= a•r w J?„ 37.8 w 8. PROPOSED SIDEWALCS ABUTTING PARKING AREAS AND DRNE AREAS SHALL I- �a+�13`5 RIM: 36.1 .tt..s; K84'
°�' A Rp M �sSLEEVE & VALVE BE TURN DOWN IN ACCORDANCE wrrH THE DETAIL ON SHEET C 4.2. Wo Iwo EL e -NV• 324 "' NEW DROP INLET A2 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REMOVAL OR J38' NEW FES o TOP 38.0 RELOCATION OF ANY EXISTING CP&L POWER POLES / GUY UNES AND CP&L $i 3 z W
&L37.6 p 6" D.S. 6" D.S. 37.9 .r INV 33.5 _ _ _ r o t`tn
LIGHT POLES WITH THE OWNER AND CP AS REQUIRED. ANY COST W O
INV 33.75 ro - - - - - - - - - - - - - _ - - - - - - - ASSOCIATED WITH THE REMOVAL OF cP&L POWER POLES /GUY WIRES AND Z N
" 6 (See Detail n - - - - CP&L LGHT POLES IS THE RESPONSIBILITY OF THE OWNER. 3 a o a o
4 SEWER CONNECTION 38.0 0 37.9
" TO GRINDER PUMP AT " ( OVERHEAD c ABOVE ALL SIDEWALKS AND TRAILS. O m v > 'cn
i,^ 37.8 4 D.S.. NEW 6 WL I 10 OVERH CLEARANCE OF 8 REQUIRED
115 , „ v REQUIRED GRADE (Q.12i FT) °v I ' GATE A --- - A ( GUY WIRES & ANY OTHER OBSTRUCTIONS SHALL BE REMOVED OR RELOCATED.
INV. IN 3 • 37.4 f *, / ii - M REMOVE
INV OUT 32: ,.9 ". ' _ S ` . /� 37.9 -"� EXISTING FES 26 i CURB INLET CI-5 ' -
3 37 RIM 37.0 w ' s 37.6 ----- -- - -- -- - --1
/ () fi
00 y ® INV. 33.25 w NEW T RF S ALE 5A - _ --
- --- M 15" RCP 3: 12" RCP INV. 33.2 ; / W/3:1 SIDE LOPE
INV.(S) 32. ,` 37.? o I 37.8 TAP D M ER
>: 37.2 P 14'1 0' B
66 FOR I RIGAT N
• � ROPOSE[� 1 BUILDING wM 3�'
j I,�jl"r( ,//J 1C �% Q y?' a•. I i w / : CURB CUT
N Q p , .. iv F F.F.E. 38.5 6" FIRE LINE w� FH A5B
7 _ Q± , BLDG. 14820 SF I A� I 1 1/2" METER J CU
JO I J � 1 LL s 37.8 r E TUR 4E DOWN SID ALK 1 ESTIC WATER 37. "
!t! 37. GtOPY %I 37.3 6 G.V. Q z 3
TOTAL 1 SF 37.39 6" FL V
,.
f
2 V T 38.3
I�1 37.4 ... 38.1 8.3
2 m r
'L 'O a FLUSH C \
0 `�
UNDERGROUND TRAFFIC 37 x w 3.
� cs _., 8 37.5 �) � � SE&
o SIGNA BOX TO CD Go
BE P OTECTED 1 37s
'.�i . >:n.: �'fl is-. �,.: ,, i-,'� : ♦ tin „ �`+., �
V l
.1
u'�d N' i t , t s' �•e.,:i:.l .-s�cy` :''„ ^t;• FLAT ----- -- - - - ---- - -- - ----
�-
�3` e` 8 3.3V (See eU tail) -` • -
:
T ER FLUSH 3
°2 °� / f 37.8 37.$ s7.8 LEGEND
�0..0�. �,;.,..
/ : $ �--
O o M" 8.3 REMOVE
37.35 ---•-- PROPERTY LINE
eas g ` 38.0 37. 37.17 38.2
9@ 0 : s� " .' EXISTING �►
37.21 v� 2 RCP 37.7 J 8. 37.7 15 RCP
38.1 C )fir CURB INLET CI-4 - - - - - - - - - - - - - ZONING LINE
INV. 33.2 VE ��g 3 w�i RIM 37:0 37.7 � ""'
ISLA 38. 's o INV. 34.85 7 wi s• N �� - - - - -
>� (� CITY LIMITS LINE
i r "'+. CURB INLET Cl- 37.6 / A�� �) /j�� �� MOVE 37.4 , sw 12
RIM' 37.0 L �" l J' ��D ! �^lsme� DISTURBED AREA/CONSTRUCTION LIMITS
F �f. NV, 33.25 ( INLEC "
i SAND tLTER = 37.7
38.01!✓ VPD '
19 TOP 6.50 io 37.5 . 37.95 1� Off-/ � 0
a REMOVE I NEW ASPHALT PAVEMENT
(SEE DET{)sE �� .� CU B IN Cl 3 , EXISTING
RIM 37.0 „RCP INLET .i ` ii
37.6 �� .•1;`�.7�r i� NEW CONCRETE
i \\ G> j 3 699 37.4 �7.1 IAA 7. 5 INV. 34.3 RCP �5 REMOVE - D >'.• ".
S2 :..
G 1 A 3 12 RCP EXISTING
15- i L 6'j cDC� <r .. ; • ,L 37.4 RCP EXISTING CONTOUR
/� J •,�0�� '7� l \ 37.5 CURB INLET. dIL2 / "I c�� 12" RCP '
Lo RIM 37.0 T c+ H C
x ' INV 33.5 37.5 37.5 RAM FOR P LY I PROPOSED FINISH GRADE
i
•. .,,.... 1: > :{ . : , } T ELEVATION
6 x8 CONCRETE PAD
37.3 \ OWER SUPP
/ IL
1 Exi tifi ' C.B. w 47.50 PROPOSED TOP OF CURB OR
i�----- - 9 - - I �' 37.3 3. \ 373 - - --- -- -----
- ----- �� 6.5_ --I 1c O Cl o O,
-1LC Inv. 33.41 I m --- ATI
ho, - 6 - - - - - - TEMPORARY WALK
PFENCE�
37. O qA ( ON
15'RCP ATCH q N £ EROSION CONTROL AROUND INLETS
j EXISTING m REM E y >�110' to ExistingCurb Cut
1 �/ GRADE. j �� $ END EXISTING CONNECT NEW 4" SS w EXI G W
°a >: s /" :I 8' CLEAR TO�aUY 36.9 37.1 37.3 a for Dnveway i2• oA REMOVE EXISTING TREE
/ e j ' / 4 SS •PIPE 8 TO NEW 2 SS ao-� 1 RCP
/ 04 s ur, j s, �l 177
INV. 34.43t N ���FORCE : RV�E A'F SI uS� 6 NEW EXPRESSWAY GUTTER
YI a 12. OA©O SAVE EXISTING TREE
oS� as q��y s� I �`� _ _ _ � �'a�� HENDERSON DRIVE <EXTENSIOk 32. 6 I ACRoss oRIVE._ _ S.R.1336 _ -
_ CONNECT NEW ,4--"�S`� "m��a' w 9 3�yo
�� j . TO EXIST SE R . LINE EXISTING 60PUBLICOW NEW TRAFFIC BEARING J.B. A-1
4" RCPP �� AT REQU BRED 2A E A0.125"J�24" RCP i n
as as RCP as moo as as s�a. as 0m. as .a....o as � as as as .....e as essay as as: r.� as qs as rrr o. as as .rvy� as r�asn as � as maexa+ a NCDOT # 840.34 SCALE: i 't = G O
FUTURE 100 � 3I TOP 37.0
8,400 VEHICLES PER DAY EXISTING
0 20 40 60
oy 5 • INV. 32.28
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DE& CLS
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DRwN: EDB
DATE: 07/07/04
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VICINITY MAP
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- IN R.O.W. EAC
NCDOT 846.01
00
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3' CONC.
WALK (TYP)
9'
SAWCUT IN NEW
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L� 36.4' mmm. 161.5' CURB & GUTTER 13.8' 25.7' 24.7'
IIL
� O 8a iy = 27.16154" E - 26 .06' - i
�9 `J (270)
HC RAMP TOP 1
260, IN
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1 • . Tr . V ��r �r-r �r-r . Tr• rr-. W r—r . r �a
1 -- � - _ - _ - - - - , 8IGHT TRIANGLE
— — -12 TRAIL EASEMENTFTPUBLIC� EACH1 — — — �, — — — -- — _ .
WALGREENS LED
EX
EXIST.
r � ,FUTURE R.O.W.
HC RAMPS PYLON SIGN C/
�4 o o -�-
EXISTING R.O.W.
5' IDEWALK
LX
5' SIDEWALK
EXISTING TREES (4)
HC RAMP
MOUNTABLE 5" CONC. MEDIAN
tO
TO BE PROTECTED
EA. SIDE
ISLAND W/1'RADII ALL 3 CORNERS
°w
2'-6" CONC C&G
NCDOT 852.02
HENDERSON DRIVE EXTENSION
_ — —
IN R.O.W. EACH SIDE
— NCDOT 846.01
EXISTING 609 PUBLIC ROW
FUTURE 100' ROW
8,400 VEHICLES PER DAY
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0 LL Ir
LU
� it TRACT DATA O
Acreage in Total Tract 1,82 AC. '^
Acreage to be Disturbed or Exposed 1.94 Ac. 0. VJ 0
Acreage in Active Open or Rec. Space N/A O
Zone............................... B-1
Existing Use Undeveloped (Vacant) K■
Proposed Use ....................... Pharmacy LL L
Number of Units .................... 1 0. J
Type of Units Commercial Bldg. \ Q J
Density .................. N/A Z
Number of Lots . 3 Z >
Proposed Number of Lots ............ 1 w Z
Minimum Lot Size ................... N/A W
Average Lot Size ................... N/A ^ O
♦♦♦ Ownership Status ................... Fee Simple I.L t/
/ Map Book Reference ................. N/A v U)
l� Tax Map Reference & Parcel Number .. W 0 y
Deed Reference: D.B. 1364, Pg. 620 0.63 ac Q U
D.B. 1386, Pg. 870.ac
D.B. 1386, Pg. 877 0.9797 ac
BUILDING DATA
Maximum Height Allowed ............. 50'
Proposed Height of Building ........ 181(1 Story) J tp
Sprinkled .......................... Yes Ld J
.G OD
Existing Building S.F. ............. N/A O Q J ti
Proposed Building S.F. ............. 14,820 S.F. i I- M
Constuction Materials Masonry / Cone. Slat LLJ V) Z
.............. , H
CK
Ld O 1- ---1 a PARKING DATA p
Parking Required 1 Space/200 sf=75 � w 5:�j
Parking Existing ................... 0 Spaces `� 3 Z
Parking Provided Z 1 Space/200 sf=75 W N M
Compact Car Parking Allowed (25a) .. 18 Spaces �y Q C U O
Compact Car Parking Provided ....... 0 Spaces 0 M V rn
LANDSCAPING DATA
Existing VAA ....................... 0 S.F. o
Proposed VAA ....................... 44, 400 S.F. w M m 6
Existing & Proposed VAA ............ 44,400 S.F. v
Impervious Surface Area ~ C) nt "� y p (w/o Bldg).. 48,tt9��70JS.F.��<� fnZ �
Impervious Surface Area (w/ Bldg)... 63,t S.F. a_�_<�tl o 0 3
Proposed ISR ....................... 0.75 (Mod. High) y BYO) 4)
Total Development Impact Area ...... 84,480 S.F. 1.94 Ac. Z w c
Landscaping Required 5330 S.F. N g 3
2665 S.F. (Int. & Ext rn3aw
0=ox 3
3
11 Trees
89 Shrubs
Landscaping Provided ............... 2830 S.F. (Exterior)
2710 S.F.(Interior) U
13 Deciduous Trees Z
112 Shrubs
NOTES: (n
1. DIMENSIONS NOTED ARE FROM THE FACE OF CURB/SIDEWALK, FACE OF W
BLDG, AND CL OF STRIPE UNLESS OTHERWISE SHOWN. LL1
2. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM Z
SURVEY BY PARKER do ASSOC. DATED 5/27/04 AND PROVIDED BY OWNER.
3. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE Z
PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR LLI
GROVES OF TRESS AND NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR
VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING.
4. ALL SIDEWALKS ON AND ADJACENT TO SITE TO BE FREE OF CRACKS Z
AND DAMAGE PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY.
J
5. THIS SITE IS LOCATED ON THE PEDESTRIAN CIRCULATION PLAN AND
THE SIDEWALK PLAN.
6. HANDICAP RAMPS ON PERIMETER SIDEWALKS TO HAVE BATTLESHIP GREY N
DETECTABLE SURFACE. RAMPS ADJACENT TO BLDG. TO BE RED. Z
LEGEND 0
U
-- PROPERTY LINE IIIIIII IIIIII)
DISTURBED ARWCONSTRUCTION LIMITS
IIIIIII IIIIIII
- - - - - NEW HEAVY DUTY ASPHALT (IIIIIIIIII III (�
NEW LIGHT DUTY PAVEMENT III II
NEW CONCRETE - O3SO8
-48 - - EXISTING CONTOUR tvGV 3 2004 CLS
Oft
EDB
«-� PROPOSED FINISH GRAD€
SPOT ELEVATION Dt1E: 07/07/04
47.50 PROPOSED TOP OF CURB OR
TOP OF WALK SPOT ELEVATION
S R.1336 TEMPORARY SILT FENCE
«:
EROSION CONTROL AROUND INLETS "
iC972 a
2" OAM REMOVE EXISTING TREE al�,p %4
aA4 SAVE EXISTING TREE
¢
SCALE: 1" = 20' C 1 A
0 20 40 60
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VICINITY MAP NTs I I % �►
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0 CH RADETURN
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LANE I 37.1
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37.I5 / SDP o \ 37• 5A 36.7 1 0) as
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n 37.8
37.31
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37.21
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37.0
7.0 I FLUSH
�°� i 7 01l's 36.936.8
\ -s
s� s .• _
CURB '. .
s: i 8:
9 ,•i' r Q 37.8
1 ` �, ' 37
4 � T ss s sd -A ;.,. CUT
` _ .'10-.:RIB-;�-�. rt �.
6, a 1 NEW DROP INLET B1
6
4 RIM: 36.1
�sd b y ,.
k �, INV. 33.0 .; :::�::: y.M•0 IV
` ....-r::.. :..
YARD INLET TO 37.6:1 6" D.S. 6" D.S. 37.9
BE REMOVED. : ::: ::• ; ` "
4 SEWER 38.0 G
CONNECTION
15" RCP 37.8 4D.S.
D.S
• .� a
INV. IN 32. 37.4
......
INV OUT 3 .2 Lg 9'- / 37.9
1/
00
O / 'i�G
M03
^ W S? NEW TURF SWALE B1C / /PROPOSE 114' 1 0' BUILDING
10 Q • • W/5:1 SIDESLOPES I
f7j Q 3 �j f ^.' 1 �'� F.F.E. 38.5 6" FIRE LINE
y BLDG. 14820 SF
> 145,
I �,,,,
Q 1 a 37.8 ;.: TURRE�DOWN SIDEVyALK C'MPY 171 S IMESTIC WATER
/o / • ` '' 36.8 :# • .. � / TOTAL 15,54k S F 37.39
i � v' 4 � •
0 / '' 1• • • CUT >3� 1
Z 03
U LU / • • • 38.3
m 38.1
2 GF /
38.3 (\ \
-70 UNDERGROUND TRAFFIC 0
SIGNA BOX TO c� N0 N _�-.ZZ
y*
° ^ +-.• s �� .4�. TURNED DON d SIDEWALK
J �� �4� BE P OTECTED 1 :/ 3781
1 o
.
NEW FES 62 � ..�:... :•.... . �:.: �•__ .::�':L:' i�.:.k'_ �`, •• :::�:
O INV. 35.0
o O N. �•f:.. :::.•
H ..:. .. ......... 37.8 ......... 3
\ CDC o. / • / •• . •�I I FV V-:010
7.
o O ..............
QsWALE B2A 37.9
W%4:1 SIDESLOPE �B i 38.1 (.)�
03 37.87 _ IS a4 s�37.6
o38.1IF:
j NEW DI A3 /ntw DTI 37.4
0 37• CUUTT 28 37.5 38.01 37 95 RIM 35.7 RIM 38.0
INV. 32.7 INV. 32.5
N
ss 9F gY • ::::: •• 3737.
�... . CUR
F \\ CUT
::: ::::: UR 7. 5 !37-6
I` • 36 ... 36.9 \ •:...:....
� �9 s9� � . �:.:: �'�� • CUT A3C 69 ........
�J > .� 1� ....... .. ^.
3r. •.. ... ... •....�12. ......•
�:.
TLC ------------�- I 7 373 3
' �---- - 0 CO O
u 3 .
1 A - - - - --- _ -es
;
,b
N 3
NEW TURF SWALE A3A LO m W _tom
o W/5:1 SID�SLOPES ^? 8' CLEAR TO `BUY TUR WALE A26 36.9 N
CONNE �4°°-
�$ I SCT A"IDEWALK_ W/4:1 SIDESLOPES
�y s� I p�A l N TWIST SERVICE LINE - J Y�
�° HENDERSON DRIVE EXTENSIOt1�°. 32.28
)+ 4" RCPP 24" RCP _1 �1 N EXISTING 60' PUBLIC �VW
,�
as as � as � as as wq� as �� as �� as on� as as . as as �� as as as =zmame as � as as as as � as '. a as as as as �� as - - FUTURE 100 M
s
8,400 VEHICLES PER DAY
• I 3 I
37.9
I 37.8
FH
37.
6" FL
1 2" DOM� 4�""� w
FLAT
FLUSH
7.8
37.17
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• ES
•
1. NO KNOWN WERANDS DOST WITHIN THE PROJECT UMIT&
2. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE SITE GRADES
PRIOR TO BEGINNING CONSTRUCTION.CONTACT THE ENG04EER FOR
'al DURING CONSTRUCTION.&
DIRECTION
O
ROOF DRA04AGE FROM THE PROPOSED BUILDING SHALL BE DIRECTED TO
'
DRAINAGE DRAIN TO THE REAR OF THE BUILDING. REFER TO THE
w
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ARCHITECTURAL PLANS AND PLUNGING PLANS FOR ROOF DRAIN
DOWN SPOUT LOCATIONS.
R�
LU
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tJ Z
Lv
4. REFER TO PLUMBING PLANS FOR THE EXACT SIZE AND LOCATION OF THE
z LU O
WATER SERVICE, BACKFLOW PREVENTER, AND THE SANITARY SEWER
ry-
SERVICE. THE CONTRACTOR SHALL FIELD VERIFY THAT ADEQUATE FALL IS
AVAILABLE FROM THE BUILDING TO THE SANITARY SEWER SERVICE OR MAIN
Q (IS
v/
PRIOR TO WNs RUCT10N. MAINTAIN A MIN. 10' HORIZONTAL SEPARATION OR
Q J
ANEW TURF
SW
LE D
lam VERTICAL SEPARATION BETWEEN THE DOMESTIC WATER SERVICE AND
/ 1
W/4:1 SIDESL
PES
SANITARY SEWER SERVICE
V
cr Q
2 G}
5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL
PLAN AND DEVICES DURING CONSTRUCTION WORK IN ACCORDANCE WITH THE
MUTCD, NCDOT AND CITY OF WILMINGTON STANDARDS.
8. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM
SURVEY BY PARKER R ASSOC DATED 5/27/04 AND PROVIDED BY OWNER.
U
J m
t
7. TIE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ANY
W J
/G
CRACKED OR DAMAGED SIDEWALK PANELS ADJACENT TO OR ON THE SITE
a ci aD
THIS INCLUDES ANY EXISTING DAMAG RD WALKS OR WALKS DAMAGED
O a J N
DURING CONSTRUCTION.
W
6'x
TIPPING
AND SHALL
8. PROPOSED SIDEWALKS ABUTTING PARKING AREAS DRIVE AREAS
z
> Ix- w ,y
s�
SLEEVE
& VALVE
BE TURN DOWN IN ACCORDANCE WITH THE DETAIL ON SHEEP C 4.2
Ld =O La-
NEW FES
A5
9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REMOVAL ORW.
o NNJ o0
33.5
RELOCATION OF ANY EXISTING CP&L POWER POLES / GUY LINES AND CP&L
W Af 3Z to
C-1- - - -
- - - - - -
- - - - - - -
-,
LIGHT POLES WITH THE OWNER AND CP&L AS REQUIRED. ANY COST
ASSOCIATED WITH THE REMOVAL OF CPAs POWER POLES / GUY WIRES AND
W O -*
Z Oj x
��
I
CP&L LIGHT POLES IS THE RESPONSIBY OF THE OWNER.
RESPONSIBILITY
3 N U O
NEW 6
W L
10. OVERHEAD CLEARANCE OF 8' REQURED ABOVE ALL SIDEWALKS AND TRAILS.
O M v of
A
-
A
I
Guy WIRES & Y OTHER OBSTRUCTIONS SHALL BE REMOVED OR RELOCATED.
AN
i
n< E
-----
--
-
----
-
26
--
-
----
-
--j
(DID s
Mn;�-NEW
RF
ALE
W M .7 W
W/4.1
SIDESLOPES
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Yo;4 d
,!.,I FOR IRRIGATION
CURB CUT
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- - - - - - - - -- - ---- - -- - ----
a.
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LEGEND
H
O
to
Z
1n '
PROPERTY LINE
O
---- ---- - -- - ---- - --
ZONING LINE
s CITY UMITS LINE
II
IIII IIII)
DISTURBED AREA/CONSTRUCTION LIMITS IIIIIII IIIIIII
NEW ASPHALT PAVEMENT (IIIIIII
I
NEW DROP INLET A4 I '.•;;�:-4`?1t��i;b': NEW CONCRETE III II
RIM: 35.3
' INV. 32.8
. . . Ill- - -48- - - EXISTING CONTOUR Wjut$
. tgp I
' I •-� PROPOSED FINISH GRADE m• CLS
I SPOT ELEVATION pm CLS
PROPOSED TOP OF CURB OR OrtNlt EDB
0- - - - - - - TOP OF WALK SPOT ELEVATION BCE AW/,p4
TEMPORARY SILT FENCE 100k •- .� /0,,��,
® EROSION CONTROL AROUND INLETS `�� �pEESSbyq•,9 ''.,
m 6110' to Existinq Curb Cut
y SEAL
for Driveway 12" OAO REMOVE EXISTING TREE
c•, 10972
-NEW EXPRESSWAY GUTTER
ACROSS DRIVE.- SIR.1336
12" OAQ
SAVE EXISTING TREE
'•,�pf.•CINE .•r' �.`
- _
_
✓ j
37.
REMOVE EXIST. YARD INLET. ao
INSTALL NEW TRAFFIC BEARING J.B. A-1
NCDOT # 840.34
SCALE.
1 n = 201 FEB 0 4 295
INV. 32.28 If
C22
0 20
40 s0 Y ; --- -

I CURB
40d SPIKE J 9 j7 N
0.02 SLOPE I 1
:''::>�:::.>: :•::>�::::'i;•::si°r•::is2 RADA .::s':.
I
BASE COURSE" 1-3/4" RADIUS VAR.
SURFACE COURSE
,s MONOLITHIC ISLAND
NOTES:
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6' AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6' IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK JOO
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN. 1/8'R TOOLED
6. PROVIDE A LAYER OF 151 BLDG. FELT BETWEEN WALK AND ADJACENT INT
PARALLELING CURB OR STRUCTURE
DNTROL
Vl
y 6• MIN.
r - 3•
COARSE AGGREGATE-
GEDFABRIC BELOW STONE
TEMPORARY GRAVELLED
E SHALL aa�OT (CONSTRUCTION ENTRANCE
7. REINFORCE w/6x6-10/10 W.W.M.
8. PROVIDE 1/4" PER FOOT SLOPE TOWARDS STREET FOR WALK IN
SEE SITE PLAN
RIGHT OF WAY.
'2" EXPANSION
TINT MATERIAL MBRAFI SOOX FILTER FABRIC
EXPANSION JOINT (E.J.) SECTION A - A OR APPROVED EQUAL
NOTE FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION
1/4'x1' DEEP w/AN f-EXISTING TREE
1/8"R TOOLED JOINT ENERGY DISSIPATOR
NITS
ELAN DRIPUNE
SIDEWALK JOINT DETAILS
NTS AKE
�T ABM
PROTECTIVE BARRIER - GRADE
22" 5•
�r-
� -v I .--, 1 •�Y 11 , y.... lL 1� ��L
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION NO A
PROTECTIVE BARRIER IS TO BE M ALLED AT THE DRPU NE.
ORP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXIFTlnfRIG OUT TO
THE TIPS OF THE OUTERIIOST BRNNCFES
H-20 LOAD RATED TREE PROTECTION
FRAME AND GRATE NUNN Ia Nrs
FRAME AND GRATE
:CAST CONC. BASIN
KNOCKOUT PANELS
4SIDES
OUTFLOW PIPE
INLET PLAN:
PLAN BASIN, FRAME AND
GRATE MAY VARY IN
NONESSENTIAL DIMENSIONS.
COMPACTED
SECTION CRUSHED STONEGRADE OR 6"
DROP INLET DETAIL
NTS
TEMPORARY/PERMANENT
GRASS SPECIFICATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL
LIME 45 LBS. PER 1000 S.F.
PHOSPHOROUS' 20 LEIS PER 10M S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-5 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LEIS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LOS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60X DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT. AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABUSHED.
11. SEED FOR TEMPORARY NPERMANENT PERMENT APPLICATIONS SHALL BE:
20X CARPET GRASS
24% BERMUDA GRASS
20X TURF FESCUE
10% CREEPING RED FESCUE
24% ANNUAL RYE GRAIN
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL HAVE GROUND COVER ESTABLISHED WITHIN 15
WORKING DAYS OF COMPLETION OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
FRAME & GRATE
TOP 38.0
3'WxO.5' WEIR
TOP WALL ELEV 36.8 --�
INFLUENT PIPES
INV. 32.5
4'x4' PRECAST BOX
BOT 30.0
NCDOT CLASS A OR B
EROSION CONTROL
STONE
4" TO 6" #57
STONE ON UPSTR
FACE
FILTER
FABRIC �
O U(0)H-
180 SO OUT
NV. 32.4
SECTION DROP INLET A-2
NTS
2'
FRAME & GRATE -
RIM 38.0
4'WxO.5' WEIR
TOP WALL ELEV 36.8
2'W OPENING IN FRONT
OF BOX ELEV 36.1 _
INFLUENT PIPE F
INV. 32.5
4'x4' PRECAST BOX
BOT 30.0
SECTION DROP INLET B-1
NTS
0.75" PVC PIPE
GROUT IN PLACE
INV. 32.5
15" SO OUT
INV. 32.4
0.5" PVC PIPE
GROUT IN PLACE
INV. 32.5
STONE CHECK DAM
NITS
GRAVEL
OVERFLOW
RUNOFF WATER
w/SEDIMENT
SEDIMENT
K
WIRE SCREEN
FILTERED WATER
INLET w/GRATE
NOTES:
1. FENCE MESH SWILL BE MINIMUM %D
320 IN WIDTH AND SHALT. HAVE
A MINIMUM OF 6 LINE WIRES
WITH 12 STAY SPACING.
2. FILTER FABRIC SHALL BE MIRIFI
140 OR EQUIVALENT AND SHALL
BE ADEQUATELY FASTENED TO
THE FENCE MESH WITH CRIMP-
ING CONNECTORS.
3. STEEL POSTS SHALL BE 3'-6• MIN. a
IN R AND OF THE SELF
FASTENER or SECTION
ION TYPE
SIDE VIEW
Lu
SPECIFIC APPLICATION `
THIS METHOD OF INLET PROTECTION IS
APPLICABLE FOR NEW AND EXISTING
DROP INLETS IN PAVED AREAS.
N < BLOCK / EROSION EROSION CONTROL AROUND INLETS
hg�) -
NTS
MUELLER CENTURION MODEL
A 423 FIRE HYDRANT WITH
1-4 112' PUMPER NOZZLE
AND 2-2 112' HOSE NOZZLES
AND 5 114' MAIN VALVE OPENING
51DEWALK
CONCRETE THRUST BLOCK
PLACED AGAINST
UNDISTURBED EARTH -
VEGETATED BANKS
SEE GRASS SPEC
THIS SHEET ----------
VEGETATED SWALE
N.T.S.
4 GUTTER
---M.J. LOCKED HYDRANT
ADAPTOR OR APPROVED PIPE
MIN. Of 3 CUBIC FEET OF
CRUSHED STONE FOR DRAINAGE
TYPICAL HYDRANT SETTING (SECTION)
Not to scale
JOINT RESTRAINT
HYDRANT TO 1ST FULL JOINT OF PIPE
JOINT RESTRAINT
HYDRANT TO MAN TEE
3/4" TIE BOLTS
GUIDELINES FOR HYDRANT,
2' MIN.
2E
STEEL r POST,
� 7 M
FENCE EROSION CONTROL
AROUND DROP INLET
NTS
]z
DEWEY BROS. VBX-TE-100
VALVE BOX OR APPROVED EQUAL
G' GATE VALVE
M.J. LOCKED HYDRANT
TEE OR TEE WITH
APPROVED PIPE
RESTRAINT
ROAD SURFACE
W
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u m
z
co
m �
o
TAPPING 5ADDLE
IF REQUIRED
MINIMUM SEPARATION
TAINT
I8' IF LATERAL
SEPARATION LESS
THAN IO
NOTE: PROVIDE BEND FOR
CONTRACTICN AND
EXPANSION
STEEL r POST
- WIRE MESH FENCE
/-- CRIMP RING CONNECTOR
SYNTHETIC WOVEN
FILTER FABRIC
=7�
t"• I
'� nd
�•
or POST
CWIRE
EKr.
4 GA. f16 MESH o
TNDARD FABRIC 1 I
C4 �-
o�
2
NOTES
1. SYN. FENCE FABRIC SHALL BE UK OF 30' INIDTH W1$0 U EXTRA SIILE FOR
STANDARD
FABRIC2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY. LAP FABRIC POST TO POST.
3 STEEL POST SHALL BE MIN 4' OfEIGH HT AND BE OF
SE F-FASIENIER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF V M HEIGHT AND
40 M DIAMETER. FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN /Y WIRE STAPLE
1• LONG OR TIE WIRES,
TEMPORARY SILT FENCE
NTS
PLAN VIEW
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METER BOX, DEWEY BROS.
MBX- I OR EQUAL II
METER TO BE
4' CLEAN
SET BY CITY
BRONZE 1
CORPORATION
STOP, MUELLER
15008 OR
'APPROVED
3!4' PE 3406 SDR 9
OR
SERVICE TUBING
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EQUAL
SUPPORT SERVICE LINE
ON TAMPED EARTH
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90°
4' - 1 /8 BEND
oo°OSo
SUPPORT SERVICE LINE ON
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IN LINE WYE (SERVICE SADDLE
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WYE MAY BE USED ONLY IF
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APPROVED BY THE DIRECTOR)
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BEDDING MUST ENCASE
SERVICE CONNECTION
WATER & SEWER SERVICE CONNECTION
(I
03308
DES. CLS
am CLS
COPPER METER 5ETTER WITH
ORIIk EDO
ANGLE STOP AND LOCK WING
(FORD V-72-82) OR MUELLER
DATE: 07/07/04
H 14008-99010)
IAV .��HCARp�2 °STONE
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HVY
DUTY (TRUCK TRAFFIC) I
LIGHT DUTY(CARTRAFFIC)
SECTION DETAIL
@�EPAVEMENT
1 1/2" = 1'-O"
KEYED NOTES
NOTE:
Oi
1 1/2" WEARING SURFACE OVER
THIS PAVEMENT SECTION DETAIL
TACK COAT.
REFLECTS MINIMUM REQUIREMENTS.
ENGINEER TO DETERMINE DESIGN BASED
O
2" BINDER COURSE OVER PRIME
ON GEO—TECHNICAL DATA OF SPECIFIC
COAT.
PROJECT AND WALGREENS DAILY TRAFFIC
0
6" (MIN.) CLEAN, GRADED AND
DESIGN REQUIREMENT.
COMPACTED STONE (NO SLAG).
OWELL
—DRAINED SUB —GRADE
(SUB —GRADE TO MODIFIED 95
PROCTOR MIN. COMPACTION).
0
8" CLEAN, GRADED & COMPACTED
STONE BASE (NO SLAG).
13 VERTICAL CURB
1 1 /2 1'-O"
KEYED NOTES
OLINE OF FACE OF
CURB (CURB GRADE
SHOWN ON PLAN).
OPAVEMENT AT GRADE
SHOWN ON PLAN.
O3 N/A.
O4 PREPARED SUB —GRADE.
O5 STONE BASE.
OLINE FOR BACK OF
CURB.
NOTE:
ALL CURBS TO HAVE
3/4" EXPANSION JOINTS
AT MAXIMUM 100 FEET
WITH DOWELS AND
CONTROL JOINTS AT
MAX. 20 FEET.
AGAINST FACE OF CURB).
KEYED NOTES
Oj
TRAFFIC DIRECTIONAL
SIGN.
O
2"X 2" STEEL TUBE
EXTENDED INTO
CONCRETE FILLED 4"
PIPE.
O3
12"0 CONCRETE
FOUNDATION 6"
BELOW FROST LINE
(3 FT. MINIMUM
BELOW FIN. GRADE).
O4
FINISHED GRADE.
TRAFFIC DIRECTIONAL SIGN
3/4" = 1'-0" (FREESTANDING)
KEYED NOTES
g
O1
6"0 STANDARD STL. PIPE
CONCRETE FILLED AT ALL
LOCATIONS INCLUDING
4 7/16"(TYP.)
a
1
UTILITIES, TRASH
ENCLOSURE,
$
7
o
SPRINKLERRISERS
I m
(EXCEPTION: 4"0 STL.
PIPE AT DRIVE—THRU
FENCE DETAIL
a��
ONLY). PROVIDE 1/4"
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6
WELDED CLOSURE PLATE
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AT BOTTOM. PAINT
M 1
2
EXPOSED PIPE YELLOW.
6
W
SECURITY BOLLARDS ON
�__---,
a
WALK TO RECEIVE GRAY
°
a..
POLYETHYLENE COVER
p
-
^ ''e.,W"
(FROM IDEAL SHIELD -
m
$
313-842-7290).
oTOP
OF PAVEMENT.
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24"0 CONCRETE FOUNDATION.
co-)
I I° 4
USE SONOTUBE FORM.
I I I I I I I I I I
0
3 8"0 WELDED HOOPS.
I I I I I I I I I I
>-�
18 0 TOP, BOTTOM, AND
LJ LJ LJ LJ LJ
a-
CENTER.
D�ELLEVATION
_ - — —
0
SOLID UNDISTURBED SOIL.
OPROVIDE
PITCH, SMOOTH
CONCRETE FINISH.
TYPICAL PIPE BOLLARD
LENGTH VARIES - SEE SITE PLAN
(317 D
F(]IIAI cnllai
a"
I 1�
11
,/
PERIMETER
TURN DOWN
SIDEWALK
KEYED NOTES
O
N/A O
COMPRESSIBLE FILLER 01/4" TOOLED JOINT
(3/4 MAXIMUM).
O
4" COMPACTED
CUT BACK AND
O6 6" X 6" #10 W.W.F.
AGGREGRATE BASE
PROVIDE SEALANT,
O
PAVEMENT.
TYPICAL, AT ALL
JOINTS WITH FILLER.
t OF PARKING STALL
KEYED NOTES
Oi PRE -FABRICATED
WELDED CAP W/
STAINLESS STEEL
SCREWS.
O2 STANDARD USDOT R7-8
SIGN (BOTH SIDES).
O3 2" X 12" STEEL TUBE —
PAINT ENAMEL WHITE
(FILL W/ CONC.).
O SUPPLEMENTAL SIGNS,
MAXIMUM PENALTY $250"
BELOW AND "VAN
ACCESSIBLE" ON TOP
(ADJACENT TO 8' AISLES)
OS FINISHED GRADE.
ACCESSIBLE PARKING
Dl--11-�SIGN AND POST (FREESTANDING)
3/4' = 1'-O'
1 1/2' R
SEE NOTE BELOW
NOTE (R7-8 SIGN): THIS IS A STANDARD SIGN AND MAY BE
ORDERED FROM ANY TRAFFIC SIGN SUPPLIER BY NUMBER. THE
ARROW SHOULD BE OMITTED WHERE THERE IS ONLY ONE SPACE. THE
ARROW MAY ALSO BE MADE TO POINT IN ONLY ONE DIRECTION. THE
ARROW MAY ALSO BE REPLACED BY "TIME" SUCH AS 9 AM - 5 PM
WHERE A PART-TIME RESTRICTION EXISTS. THE SIGN MUST BE
SUPPLEMENTED WITH A "VAN ACCESSIBLE" SIGN AS APPLICABLE
AND/OR AMOUNT OF THE FINE FOR ILLEGALLY PARKING IN THE
RESERVED SPACE(S) A MUNICIPALITY MAY IMPOSE. CONFIRM WITH
LOCAL REGULATIONS.
9 ACCESSIBILITY SIGNAGE
POST FOOTING
LINE OF
CONCRETE
LINE OF-® _ _
ENCLOSURE
12";CLEAR
C
ICLEAR
�I MIN. CONC.
CARDBOARD COMPACTOR DETAIL
1 /4" = 1'—O"
0
mmu
NOTES:
1. PAINT COLOR TO BE "YELLOW"
FOR ARROW AND LETTERS.
"DRIVE-THRU" LETTERS TO BE
ELONGATED HELEVETICA MEDIUM -
4" WIDE STROKES.
2. PAINT 2" BLACK OUTLINE AROUND
ARROW AND LETTERS FOR PROJECTS
WITH CONCRETE PARKING LOTS.
6 PAVEMENT PAINTING
1/4 1 0
ADJOINING SLOPE = Y. X
SLOPE SHALL WHERE X IS A
NOT EXCEED ©Y LEVEL PLANE
1:20 -----
WALK STREET
MEASUREMENT OF CURB RAMP SLOPE
x
PEDESTRIAN
WALK --
SEE SIDE FLARE
NOTE BELOW
0"
DA
CURB RAMP
"X" IS 60" MIN. AT AN OUT SWING
DOOR WITH A SLOPE OF 1:50 (2%)
MAXIMUM. LEVEL SURFACE IS PREFERED.
SIDE FLARE NOTE: (SEE REFERENCE DIAGRAM
ABOVE). SIDE FLARES SHALL HAVE A
MAXIMUM SLOPE OF 1:10 (107). WHERE -X-
IS LESS THAN 48n, SIDE FLARE SLOPE
SHALL BE 1:12 (8.337.) MAXIMUM. WHERE -X-
IS LESS THAN 36", WALGREENS PREFERS
THE "IN —LINE" RAMP SHOWN BELOW.
1 1 /2%
2% MAX.
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NOTE: ACCESSIBLE RAMPS AND
CURB RAMPS WHERE POURING OF
A SEPARATE INTEGRALLY COLORED
CONCRETE IS REQUIRED, INSTALL
SHEAR DOWELS 2'-0" O.C. AND
INTREGRALLY COLORED
KEYWAYS TO PREVENT HEAVING OF
CONCRETE
RAMPS W/ ADJACENT SIDEWALK
OR CONC. SURFACE. USE RED
CONCRETE ON INTERNAL SITE
RAMPS AT BUILDING AND
BATTLESHIP GRAY ON SIDEWALK
RAMPS IN AND ADJACENT TO
o
RIGHT—OF—WAY.
PLAN OF DETECTABLE
WARNING SURFACE
VARES PER MANUF. _
N
6
L
:.. .
2.3'I�-'I'
^OF
SECTION "DOME' STAMP"
PATTERN IN SURFACE
0.9" 0 O
0.2" H..
PLAN
O
�1:12 (8.33%) MAX.
?
2.35" 2.35"
ELEVATION "SLOPE < SR =WALK
(NOT RAMP).
PLAN OF "DOME STAMP"
"IN —LINE" RAMP
PATTERN IN SURFACE
NOTES: A CURB RAMP(S) MUST BE PROVIDED ALONG
CURB RAMPS MUST HAVE A DETECTABLE WARNING
AN ACCESSILBLE PATH FROM THE PARKING LOT TO
FEATURE EXTENDING THE FULL WIDTH AND DEPTH OF
WALGREENS CURBED SIDEWALK.
THE RAMP (MID —WALK "IN —LINE" RAMPS ONLY NEED
DETECTABLE WARNINGS AT WALK/PARKING
A CURB RAMP(S) MUST ALSO BE PROVIDED IN THE
TRANSITION). THE DETECTABLE SURFACE MUST
PARKING LOT AT ALL INTERMEDIATE AND PERIMETER
CONSIST OF RAISED TRUNCATED DOMES WITH A
CURBS ALONG THE ACCESSIBLE ROUTE CONNECTING TO
DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF
PUBLIC SIDEWALKS.
NOMINAL 0.2 INCHES AND A CENTER —TO CENTER
SPACING OF NOMINAL 2.35 INCHES. THE TEXTURE OF
A RAMP IS ANY SLOPE GREATER THAN 1:20 (5%) AND
THE DETECTABLE WARNING FEATURE MUST CONTRAST
SHALL HAVE A MAXIMUM SLOPE OF 1:12 (8.33%). THE
WITH THE SURROUNDING SURFACES (EITHER
MAXIMUM SLOPE IS 1" OF RISE PER FOOT OF
LIGHT —ON —DARK OR DARK —ON —LIGHT). SEE ABOVE.
DISTANCE TRAVELED. ALL SLOPED AREAS OF THE
RAMP ARE TO HAVE AN INTEGRAL RED COLOR.
LOCAL JURISDICTION
THERE ARE LOCAL JURISDICTIONS (e.g. ILLINOIS, IAC
THE CLEAR WIDTH OF ANY RAMP IS A MINIMUM OF
400.310,d, 7) THAT SPECIFICALLY REQUIRE DETECTIBLE
36".
WARNINGS ON THE SIDE FLARES. THERE ARE LOCAL
JURISDICTIONS THAT HAVE REDEFINED DETECTIBLE
CURB RAMPS HAVE A MAXIMUM RISE OF 6" AND DO
WARNINGS (e.g. EXPOSED CONTRASTING COLOR
NOT REQUIRE HANDRAILS.
AGGREGATE, GROOVES IN A PARALLEL OR DIAMOND
ANY RAMP WITH GREATER THAN A 6" RISE SHALL
PATTERN ETC.). ACCESSIBILITY GUIDLINES DEFINED BY
HAVE HANDRAILS ON BOTH SIDES AND CURBED EDGE
LOCAL ORDINANCE SHOULD SUPERSEDE. IN THE
PROTECTION ON BOTH SIDES. EDGE PROTECTION
ABSENCE OF A DEFINITION, FOLLOW ADAAG. VERIFY
CONSISTS OF CURBS, WALLS, RAILINGS, OR
COMPLIANCE WITH MORE STRINGENT LOCAL CODES.
PROJECTING SURFACES THAT PREVENT PEOPLE FROM
SLIPPING OFF THE RAMP. HANDRAIL DETAILS SHALL
FOLLOW ACCESSIBLE GUIDELINES.
LATEX OR EPDXY
MODIFIED CEMENT
MORTAR LEVELING
COURSE. —�, J�
TRUNCATED DOME
PAVERS W/ SEALED
GROUT JOINTS
SECTION AT CURB RAMP WITH
ALTERNATE TRUNCATED PAVERS W/DOMES
CURB RAMPS AND OTHER RAMPS
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BALER —�
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BALER PLAN VIEW
14
ELECTRICAL
DISCONNECT
SHELVING
MIN.
ELECTRICAL REQ.
5 HP,208V,3 PHASE
BALE SIZE:
48"X28"X36"
BALE WEIGHT:
500 LBS.
BALER WEIGHT:
3150 LBS'(ON
FOUR LEGS)
1W DIA. DROP ROD TO
ENGAGE INTO GROUND AT CLOSED
AND OPEN POSITIONS (PROVIDE 1"
DIA. CAIN BOLT W/KEEPER MOUNTED
ON ACTIVE LEAF OF GATE).
1%" DIA. OR 1W'
GATE UPRIGHT
LATCH BOLT
(ACCEPTS
PADLOCK)
GUIDE-(3)
REQUIRED
%" DIA.
CARRIAGE BOLT
"MASTER HALCO" #17202
ASSEMBLY OR EQUAL.
INDUSTRIAL LATCH W/ DROP ROD AND GATE HINGE
1/2" = 1'-O" (MIN. LEVEL OF QUALITY)
180' INDUSTRIAL
HINGES, GALVANIZED
(MASTER HALCO #15607
OR EQUAL). GATES
4'-0" IN WIDTH OR
LESS ARE TO HAVE (2)
HINGES. GATES
GREATER THAN 4'-0"
ARE TO HAVE (3)
HINGES.
6" DIA. GALVANIZED
STEEL GATE POST,
CONCRETE FILLED
2" DIA. GALVANIZED
STEEL TUBE GATE
FRAME
3 INDUSTRIAL HINGE DETAIL
NO SCALE (MIN. LEVEL OF QUALITY)
WALGREENS STANDARD
ACCESSIBLE PARKING
SIGN AND POST.
4" OX 36"H CONC.
FILLED STEEL BOLLARD
W/ GRAY COLORED
POLYETHYLENE COVER
SLEEVE
6
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a
w
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1 1/2% (2% (1:50) SLOPE MAX. CROSS
STANDARD ACCESSIBLE DIMENSIONING
A U.S. DEPARTMENT OF TRANSPORTATION R7-8 (RESERVED
PARKING) AND SUPPLEMENTAL SIGNS AS NOTED ABOVE MUST
BE MOUNTED ON A PERMANENT POST NO LOWER THAN FOUR
FEET FROM THE PAVEMENT. THE POST MUST BE MOUNTED IN
THE CENTER OF THE 8 FOOT WIDE ACCESSIBLE PARKING
SPACE, NO MORE THAN 5 FEET FROM THE FRONT OF THE
PARKING SPACE. SEE ILLUSTRATION ABOVE.
NOTES:
EACH ACCESSIBLE PARKING SPACE IS TO BE A MINIMUM OF 8
FEET WIDE AND HAVE A 96" MINIMUM ACCESS AISLE FOR
VANS OR 60" ACCESS AISLE FOR CARS ADJACENT TO THE
SPACE. THE ACCESS AISLE MAY BE ON EITHER THE DRIVER'S
SIDE OR THE PASSENGER'S SIDE OF THE ACCESSIBLE SPACE.
THIS APPLIES TO 45, 60, AND 90'PARKING.
ACCESSIBLE PARKING SPACES ARE TO BE LOCATED AS CLOSE
TO THE STORE ENTRANCE AS POSSIBLE AND SHALL BE
IDENTIFIED WITH A SIGN.
ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE
LEVEL WITH A SLOPE OF 1 1/2% (2% MAXIMUM)(EXAMPLE:
1.92 INCHES MAX, VERTICAL IN 8 FEET HORIZONTAL) OR 1`50
IN ALL DIRECTIONS. THIS INCLUDES BOTH "RUNNING SLOPES"
AND "CROSS SLOPES."
EACH PARKING SPACE ACCESS AISLE MUST CONNECT TO A
COMMON LEVEL WITH AN ACCESSIBLE ROUTE...I.E., EACH
ACCESS AISLE NEXT TO A PARKING SPACE MUST HAVE A
CURB RAMP AT THE WALGREENS STOREFRONT SIDEWALK OR
BLEND TO A LEVEL WALKWAY LEADING TO THE WALGREENS
ENTRANCE.
ACCESSIBLE PARKING ACCESS AISLES SHALL BE PART OF
AN ACCESSIBLE ROUTE TO THE STORE ENTRANCE.
THE ACCESS AISLE SHALL BE DESIGNATED WITH HIGH
QUALITY YELLOW DIAGONAL SURFACE PAINT STRIPING.
RAMPS MUST NOT EXTEND OUT FROM THE CURB INTO THE
ACCESS AISLE OF ANY ACCESS PARKING SPACE.
ADA ALLOWS TWO PARKING SPACES TO SHARE AN ACCESS
AISLE.
ACCESSIBLE PARKING -SIZE AND MARKINGS
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mm EDB
Dwe 07/07/04
01.
N//r/&se_
C4.3

1mt1
3oulev�r
,lacks Ills
cmrrnaro
I VICINITY MAP NTS I
REMOVE EXISTING
CONCRETE CURB & GUTTER
TEMPORARY
CONSTRUCTION ENTRANCE
POWER POLE D,
TO BE REMOVED. F
CONTRACTOR TO ARD INLET TO
COORDINATE w/ BE REMOVE6:
APPROPRIATE UTILITIES. ppa cGAA
,
s B
UNDERGROUNG TRAFFIC
SIGNAL BOX TO
BE PROTECTED 00
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lfnW
CN
J6S S'hG O / A
hr ¢
7;
LEGEND
SDP
Storm Drain Pipe
R/W
Right-of-way
MEL
Minimum Building Line
EOP
Edge of Pavement
P.O.B.
Point of Beginning
N.C.G.S.
North Carolina Geodetic Su4
TLC
Traffic Light Cable ae0
N/F
Now or Formerly S
D.B.
Deed Book
Pg.
Page
(N 54'ob'39° W - 165.92')Surve Data
CN 48'll'33" W - 1".151
Deed Data N3 F hr
D.O.T.
Department of Transportation y
O
ISF - Iran Stake Found
O
ISS - Iron Stake Set 10
■
CMF - Concrete R/W Monument Found
-�
Street Sign
CB - Catch Basin
YI - Yard Inlet
f_
Flow Arrow
SDMP - Storm Drain Manhole
PP - Power Pole
®
PB - Sprint Phone Box
LP - Light Pole
GIN - Guy Wire
O
FO - PVC Fiber Optic Witness Post
❑
UEB - Underground Electric Box
O
MW - Monitor Well With Concrete Collar
❑
UTSB - Underground Traffic Signal Box
0
D.I. - Drop Inlet
❑
MV - 2' x 2' Metal Vault
0
GP - Guard Post
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37.15 ) `` / 0 9 3-7Oa �--
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�i SIGN TO BE
REMOVED iro 35'x6P� CONSTRUCTION ENTRANCE
37.311 J
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CS 33,00'00" W - .Cl CS 33°OTII11 W - 50.607 9 A o
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32 28 _
w�
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LIGHT POLE TO BE REMOVED.
CONTRACTOR
TO COORDINATE
w/
APPROPRIATE
UTILITIES.
POWER POLE
TO BE RELOCATED.
CONTRACTOR
TO COORDINATE
w/
APPROPRIATE
UTILITIES.
DROP INLET TO BE REMOVED.
CONTRACTOR
TO COORDINATE
w/
APPROPRIATE
UTILITIES.
LIGHT POLE BASE TO BE REMOVED.
CONTRACTOR
TO COORDINATE
w/
APPROPRIATE
UTILITIES.
POWER POLE
TO BE RELOCATED.
CONTRACTOR
TO COORDINATE
w/
APPROPRIATE
UTILITIES.
UT EXISTING ASPHALT AT
CURB LINE
REMOVE ALL EXISTING CONCRETE, ASPHALT,
& DEBRIS FROM SITE.
—NEW SILT FENCE AT CLEARING LIMIT ALL 4 SIDES
UNTIL PAVEMENT OR LANDSCAPING INSTALLED.
CONSTRUCTION ENTRANCE
Curb Cut _
Hen ers Drive Ext nsion
N. . . yy�� - - —
6 ' R/ W
i-S S
S
ss9.o R/W - -- -- --
o�o„
00
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66 TREES TO BE PROTECTED
- TREE TO BE PROTECTED
TREES TO BE REMOVED
TEMPORARY
CONSTRUCTION ENTRANCE
REMOVE EXISTING
CONCRETE CURB & GUTTER
DEMOLITION NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD DEMOLITION CONDITIONS.
2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL
PLAN AND DEVICES DURING DEMOLITION AND CONSTRUCTION WORK IN
ACCORDANCE WITH THE MUTCD, NCDOT AND CITY OF WILMINGTON
STANDARDS.
3. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL
DEMOLISHED DEBRIS ASSOCIATED WITH THE PROJECT.
4. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST GENERATED BY
THE WORK, INCLUDING BUT NOT LIMITED TO DEMOLITION AND CONSTRUCTION
ACTIVITIES, SITE VEHICULAR TRAFFIC AND RELATED OPERATIONS.
5. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND IDENTIFYING ALL
EXISTING UTILITIES PRIOR TO BEGINNING ANY DEMOLITION. ANY UTILITIES
ENCOUNTERED THAT HAVE NOT BEEN IDENTIFIED NEED TO BE BROUGHT TO
THE ATTENTION OF THE OWNER AND ENGINEER.
6. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
DISCONNECTING AND ABANDONING ALL EXISTING UTILITIES WITH APPLICABLE
AGENCIES AND AUTHORITIES UNLESS OTHERWISE NOTED.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ANY EXISTING
UTILITIES THAT REMAIN IN SERVICE OR ARE WITHIN THE PUBLIC RIGHT OF WAY
DURING DEMOLITION.
8. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REMOVAL OR
RELOCATION OF ANY EXISTING CP&L POWER POLES / GUY LINES AND CP&L
LIGHT POLES WITH THE OWNER AND CP&L AS REQUIRED. ANY COSTS
ASSOCIATED WITH THE REMOVAL OF CP&L POWER POLES / GUY WIRES AND
CP&L LIGHT POLES IS THE RESPONSIBILITY OF THE OWNER.
9. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM
SURVEY BY PARKER & ASSOCIATES DATED 5/27/04 AND PROVIDED BY OWNER.
LEGEND
-------
PROPERTY LINE
CLEARING LIMITS
TEMPORARY CONSTRUCTION
ENTRANCE
— — —48— —
— EXISTING CONTOUR
12" QAM
REMOVE EXISTING TREE
12" CIAO
SAVE EXISTING TREE
®
INLET PROTECTION
SCALE: 1" = 30'
0 30 60 90
U
U
m
W
G9
H
W
Z
=
U
Z
W
N
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a
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0
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IIIIIII IIIIIII
IIIIIII IIIIIII
II����IIIII III II
03308
DE& CLS
ov. CLS
mm EDB
lim 07/07/04
r..esp, Wi9 h5 .nx, �POt�
SE4',L _
0
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•
•

146.4'
western
3�u1 _oven
VICINITY MAP
SINGLE
YELLOW LINE
DASHED
WHITE LINE -
WHITE
STOP BAR
JcdmnvAlo
Commove
DASHED
WHITE MINI
SKIP
ADA CCESSIB
MAX. 5% LO
MAX. % CR05
7
e
I'
= v, cn v,
- d Y
- - - W N
Z Z ~ �
N ZgLa
Z 0 Q Z "' Z
p {{. I ca o 0 w Y
-tlo ice.----------------- 3 Z U N
I ,2 WALK (TYP) -i 17 WWW�oQ���
6 n. a_ 0- U c> w o Q
1 I O I Z W � Z z
I ( to Ul N O d' 'cF' d' N J
I ' I EXISTING E-COM BUILDING N O N © O
60,000 SF +- N O N O O 0
I , / � 00 t\O . to d\• N \ N N \ O O Q
o REQ D PARKING= 240 SPACES N 0 0 0 0 0 !,
(60,000 SF x 1 SP/200 SF x 80%) o rn ro r` m 1 d• M N W V
1 I PROV'D PARKING = 323 SPACES _ Cr _
1 ' ' 9 RI ATE AC ES I ( ROM ALTA SURV ) TRACT DATA o rr m
I 0 F-
2'-6" CO C G 20 AS MET I 50 Acreage in Total Tract ............. 1.82 AC. CC
' CP IN R.O.W. C SIDEI Acreage to be Disturbed or Exposed . 1,94 Ac. w O
' LG Acreage in Active Open or Rec.-Space N/A
NCDOT 846.01 zone ... ......... ............... B-1
S O NEW TURN LA E SAW IN NEW I NEW PAINTED ARROWS Existing Use ....................... Undeveloped(Vacant)
'AF ' CURB & GUTTER ' I
161.5 �. 13.8 25.7 Proposed Use ......................: Pharmacy
Number of Units 1 jr W
OP Y N 9• Type of Units ...................... Commercial Bldg. Q . j
n--.-7r
DensityN/A
V V V + V V V V V V + V V V + V V + V -V V V V W VV V V V V V+V V W- V♦V V + + V Y V V Y V+ V V • V V V V -_ V V�'N 2746�L62©6_-- -_-3zwNumber of Lots.�.+` Minimum Lot Size ............... N/AW � � W •Y M
LT DUTY - W W Y --
_ _ ... . + + - - . W + Average Lot Size N/A
-� Y Y W W Y W W W W Y W N ROW Setback ......................... 50'
HC RAMP 9 5 1 % �. m AS HALT -= O
Y W V W
SLAND = EA. SIDE OP. + Y Y + -
. -- TYP - -- - ------- - - - - ---------. -- ---- --W,` - ------ . �♦ ownership Status Fee Simple V
( _ _ - _ . . +. +. Y Y W . - - - - - - - - Map Book Reference ................. N/A 1 1 1 J 3.
__ -- __-_-----__ ___ _ _______ _ _- _ Tax Map Reference & Parcel Number .. 414-56/437818300607 ■•• U
M_ED_IAN-_- - - - - - - - - - - - -__ -_- - - - - - = = _ _ _ _ _ Fy _ _ _ _ _ o Deed Reference: D.B. 2321, Pg. 214 1.82 ac I- Q
-----------4�-QWARF - NOBLY- r�
I iy--ISLANDW/1RABII-2-C$RN_ERS-_-_-_-_.HV-C:-DU-TY_-ASPiACL=_----ra-----"----.---.---r------------ 24
.4 � _--=MC'DOT-85_2,-------_- - - - -- _-------------=-0ONO�----- � r^ �
Qe Q� I�1pf �F �E�t�E 0 P R I AT C i� BUILDING DATA �/ )
_ _-_- - -_-_ _ _ _ _ _ --_-_-_- - - -_ _-EDIT€_R - - - -+ - C. _-_-_-__ A T Proposed Height of Building ........ 18' (1 Story) U
0 37.45 p-------- - - -------------- O Sprinkled Yes Q' J so
-----..- ::... _7..------ -- - - - --- Existing Building S . ............. N/A i(1
Inv. in 32.80 _ "' LOf(DING" ZQN;; , _ - - - _ _ _ - - _ M Exist' uildi F LaJ +
- - ^' s. - - 9' a -
Inv. T1 - - - - - - - - m
,. Proposed Building S.F. ............. 14 820 S.F. _ P q
Inv. In 32.01 � '.. .. � :.. .'�----- - --- -- O QJ N
5. - - - - - - - _ - - (V Proposed Canopy S.F. ............... 725 S.F. J m
12.4 Inv In 31.68 - . 1. s...... - U
12.4' �-- .S1A - - - - - - -_- Total Bldg & Canopy S.F. ........... 15,545 S.F. W 2 Z
12.�h Out 3 .56 - %1 '. -, - - - - ,�
1 ") •`° + . . + . g i-0- 4_-1$ -} 16 Mlit} W W M Constuction Materials .............. Masonry / Conc. SlatW w
12.4 W W W . . - - - - - - - - PARKING DATA O O F mi V
U y N J 00
• W Y . 0 . . ays^°°°° 2' 5O' - - - - Parking Require 1 S ace/ 00 sf=75
1 x LOADING PACE W _ P q - ai 3
• . - . . . .+.. ` : 8' H OPAQUE WO FENC N S' / _ _ _- • .r C14 Parking Existing ................... 0 spaces W o
g DIAG. STRIPES ® al.�D.C. " ------ ----- -- ------------ P > o ro
` ' ®DUMPSTER/COtCTOR S . M - - -1 Parking Provided 1 Space/200 sf=75 Z ►B 1 y I
++ `, C +,` 1 0 I _- _ S ) I Compact Car Parking Provided Compact Car Parking Allowed (25'... 08Ssacess 3 Q O Q O
1 , • . • +fin HC RAMP W/ DETECTABLE I _ _-_ ` M I LANDSCAPING DATA P O m v rn
WARNING SURFACE Existing VAA ....................... 0 S.F.
?�` • +r .. •? - - - ---- -- - ---- - - - ---- - - Proposed VAA 4,4 S.F.
.. - 4 00
1 --_- - =--__ = 26 ........
::" .-,:.• _ - OD Existing & Proposed VAA .. ..49,400 S.F.
• • 10x70' SIGHTRIANGLE Y _ _ _ + 5.6' °' Impervious Surface Area (w/o Bldg) .. 49,018 S.F.
M EW . .+. FACH.:SIDE
5 _ Impervious surface Area (w/ Bldg)... 63,838 S.F.
_ - SAWCUT N N
S pEyyA� "`• + + Proposed ISR ....................... 0.75 (Mod. High)
�•- + • W �'` PROPOSED 114'x 13 ' BUILDING -_ _ - +' . + . • . + + + CURB & GUTT R Total Development Impact Area ...... 84,480 S.F. 1.94 Ac.
• W . LT. :DUTY ASPHALT : -- Lands ............. Q .. Landscaping Required 5,328 S.F.
• c>: o zI'+ 1 F.F.E. 3 .5 E_-DR>�E� - _ _
Q.,S + .. •1," » I-TH1i{� ' _- - `� ++�+ 2669 -S.F. (Int. & Ex
. +
JIn
+ '° + + 11 Trees r i
�;. BLDG. 14820 SF _-_ -__ - _
_ _ _-_ _ LT; UTY o � 85 Shrubs Q z � a
to
1 a .1° CANOPY 725 SF
o r ` . • ' t TOTAL 5,545 SF = -1_ _ _"_ _ _ - ASP ALT . C _
O+. �.+.� .. _. _ -- Z MM
130 rTI M
, ' , , • + ' Hy1= D� 1TY- EcS21t[8tZ _ to � in W o�, m Y
LE PAT J + HC RAMP. w/ DETECTABLE I•,- = V --_ _ --- °' N �+ RIV TE CC SS 1, DIMENSIONS NOTED ARE FROM THE FACE OF CURB/SIDEWALK, FACE OF ~ W Z
SLO Im , + • �� • • WARNING: SUR ACE,:- 3' R7-8 HC _--_ =-- - - _ Z 26 SE EN BLDG, AND CL OF STRIPE UNLESS OTHERWISE SHOWN. Z = 46
_ _ 2. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM OO + • + - SIGN (VAN) _ _ - - _- J fr1 SURVEY BY PARKER & ASSOC. DATED 5/27/04 AND PROVIDED BY OWNER. W
j a O . . + HC RAMP w/ DETECTABLE 6 = __ _-_- _ _ _ Z
WARNING SURFACE 3. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE
- - - - - - - _ PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR Y W m
U' 00 ti +` ti - -- - - - - - - - - GROVES OF TRESS AND NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR w
VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. Z
Z
4. ALL SIDEWALKS ON AND ADJACENT' TO SITE TO BE FREE OF CRACKS
r _
z
•ST
AND DAM Y
z
;�...F L�we.�.�•. �,,,,.,;��• ��Fr're�:�: • •,,• ' AGE PRIOR TO ISSUANCE OF. CERTIFICATE OF OCCUPANCY. x o
NT ;: �- • • + • • • • • + • • ° • - - - - - - - - - - - - - - - - - - - 5 ON THE PEDESTRIAN CIRCULATION PLAN AND
.�. + . . . . . � •+°-_-_-_ _-_- -_-_- r - - -_- � THE SIDEWALK
IS LOCATED RCULA � � z
- ry N PLAN. (n -J
+ + + + + • + ` W + _ _ _ _ 6. HANDICAP RAMPS ON PERIMETER SIDEWALKS TO HAVE BATMESHIP GREY _ D ;
-_ - -_ -_ _ __ - -_
- - - --- - - - - - - - _ DETECTABLE SURFACE. RAMPS ADJACENT TO BLDG. TO BE RED. NEW AND
- - - - _ _ _ EXISTING RAMPS TO MEET' CURRENT ADA STANDARDS.
0109 O .a0}� • • • - 4j.. ` - - - - _ - - 71- - - - N 7. NEW WALGREENS SIGNS TO MEET CITY REQUIREMENTS FOR ELECTRONIC z
q,
t 9.5 .'.'. -_- -_- - - - - - - - - MESSAGE BOARDS. SEE CITY ZONING ORDINANCE, SECTION 109. O Q
Os • • • • • + • + DUTY ASPHALT i• -►� . - -- - - - - - - _ - - - _ + 8. EIGHT FOOT VERTICAL CLEARANCE, TO GUY WIRES AND OTHER OBSTRUCTIONS,
. ��.�. . : LT DU _ _ _ -_-_ _-_-_- -_ - -
_ 8 8 8 - TYP -� 1 REQ'D OVER SIDEWALKS AND TRAILS. RELOCATE POLES AND GUYS AS REQ'D. Z U
. • ... - - - - - - - - - - - - - - - - - - - - - - (SEE POLE &GUY LOCATIONS ON SHEET C2.2)
�j i . �.. .. TW P(• �]
S SIDEWALK - HC RAMP W/ DETECTABLE 50 .'MBL:': ..:-I o - - - - - - - - - - - . + . m
WARNING SURFACE 161.5 _. x 15 =24` _- -_ 20 T_- . . 2
1.E'. . 12 I LEGEND
_-_ N P INTED S--�---- E
Yi0.3+�•� �0 19..5.{ cm .++ . .�
------ - - -- 306
. . . . . TYP TOP. - - - - - _ - . W I PROPERTY LINE
V W W W . . + ' . . V ••Oe V W . • . . V
DISTURBED AREA/CONSTRUCTION LIMITS
1 � .. ;• `.. . + . � . . • . ` �' ` W � • � 1 7 � 0 W � � + -_-_- - �_ _� _-_- -_- . y • . . . � � � I "' TEMPORARY SILT FENCE
1 ' = • 6+ . . + . ` . + " . . . _ . - - - - - - - CUR ER - - - - - - - EXISTING CONTOUR
..... B
' SAW IN NEW N � OUR
` GUTTER
W i� LWA V •Y . W�.� .-�.�. �.�' . ` ��• _�--- - - -- - ,-- - W I LANDSCAPE AND GREEN AREA
WW •.W W W • W.W W. GHT TRIANGLE 03308
10'x70' I :_• :.. SW YY W YY W. ...� ..:�. Y •VWrtWG-Wi• 'WIYY Y
W WW WY Y W+ W WY�-JWW:1'2 :.�Y.T:RAY` IL WY EASEME\(YN�' %T PUWB LI o •Y . WY Y YW . •W. . YW W YW� YW Y W +WM1TW WY WW W•WW. W
-- /�`_ --_ •'- _- - , WWY WW Y W`Y •`W EA-C�H SI J E� III
- -•r �:••::^•::::::::::^::::! NEW HEAV
Y DUTY
ASPHALT
:,00
o1a�s�y1{E . a.. CLS
77
.�an CLs
, . • °+° ' {T: EDB
sting CU1LI E RQ.W0 NEW LIGHT DUTY PAVEMENT
Top RYLON+SIGN • WW .W. . . . . W. .
E ISv. FOAM ST w O/
O7/O4
EXISTING R.O.W. PLACE W5915"RGP _
/
NEW CONCRETE
- - - - - - - - - 5' SID K
PROPOSED FINISH GRADE
EXISTING TREES (4) _ H °' - MOUNTABLE 5" CONC. MEDIAN SPOT ELEVATION
WHITE SIDEWALK �77EA. SIDE
STOP BAR `O TO BE PROTECTED & 1;IAAd� ISLAND W/1'RADII ALL 3 CORNERS also PROPOSED TOP OF CURB OR
DASHED NCDOT 852.02 TOP OF WALK SPOT ELEVATION
WHITE _ ^' X HENDERSON DRIVE EXTENSION 2 -s CONC C&G S.R.1336
- - _-IN R.O. _EACH SIDE EROSION CONTROL AROUND INLETS
-NCDOT 846.01-
0 lowEXISTING 60 PUBLIC ROW
� REMOVE EXISTING THE RECEIVE �
_ MAf SCALE: 1" = 20' 2"' OAK O JUN 1/"1 ■
DOUBLE 8,400 VEHICLES PER DAY SAVE EXISTING TREE 2 3 2005
YELLOW LINE "OAK BY:
a w a r,�,�

Weetm"
NCSR 1470 •• •----------_-
(L7 J"cke"re)le
7
Site )-
WALK (TYP)
F 6 1
1
24
I
VICINITY MAP IVTs
I
I
� i I
t' 4EW CURB k GUT
I CURB IN Cl 70 W TCH GRADE R
7 RIM 37.0
TURN I 37.t INV. 34.8�a �` 1
d� LANE 37.15 ' SDP $ \ �� 37.Oa 12" CMP SAG212
�h
'•'-•„'• as e.-� 'as e... IIS as IIS �.i. as - as �..�.: flS -m+�.� aS.��® US a� aS II
211.66'
oN O 37.1
P �''1p 8 /
m O CURB CUT A5A
0� 37.8 37. INV. 36.8 `
°4� N
Ca SS GR%DER PUMP 37.31
SEE DBAIL 37.8 37.2 I 36.7
�so �$ �-� {� 37 1ti 37.3 CONTROL PANEL, 37.0
37.0 37.6 POWER SUPPLY
sa •P+,.. 7.0 .FLUSH & ALARM LIGHT
istlr�r�g-'. I CURB INLET CI-6 FOR GRINDER PUMP
7e7 JP5 36.9 RIM 36.8 t :1• *...: 8 37.2
�c ti nv. 632.80 >V. 34.0 ,
�x Inv. IIl 32.016'' 37.8
g 0. Lis In .68 NEW DROP INLET B ,
g$ Inv. t6 -'TOP 38.0 ivy; 37.8
RIM: 36.1 45• AS? R
I EL C °•1•°1L A C
�y, INV. 32.4
" NEW FES
'1 37.6 co D.S. 38.4 6 D.S. 37.9 . INV 33.75•
• ( 6
iv' 3 . 4" SEWER CONNECTION 38.0 0 37.9
" °IV 37 8 TO GRINDER PUMP AT " 4" D.S. ,
I1NV. RCP N 32.4 g.�, 37.4 w REQUIRED GRADE (0.12,5r) ( GATE
INV OUT 32. // 37.9 "
CURB INLET CI-5
37.1 RIM 37.0 (n
00 INV. 33.25
w 'i�al.JLe
I� INV.(S) 32. 37 z 1 I " RCP INV. 33.2 0 /
1237.8
�'
- PROPOSE 114'�1�0) BUILDING
ce W vT ':
p 1 �; s F.F.E. 38.5 6" FIRE LINE `�� FF
Q J J J
J
(r/1
MmwLjo(.)z Q W
' O O M M U 3 In 0 y z.
U U V O B O O m
U U O U W V Y
17 s Of W Vi
w o v? Q v o o
0 a a a U �_ � o Q
Z � � �
I0 0 0 0 � d' � � N J O
�i f\O d\• N\ 0 N N\ 0 = Q
> O O O O .- � ' `
I� W v
2 Er _
o:
50 �i 0 �O- IY
NOTES: Q V) O
1. NO KNOWN WETLANDS EXIST WITHIN THE PROJECT LIMITS. Z z
2. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE SITE GRADES
2 PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE ENGINEER FOR
DIRECTION AS REQUIRED DURING CONSTRUCTION. J
s a- as w �� 3. ROOF DRAINAGE FROM THE PROPOSED BUILDING SHALL BE DIRECTED TO cl ---I
THE CATCH BASIN USING DOWNSPOUTS &ROOF DRAINS, ALL ROOF J
u� ? )r DRAINAGE DRAIN TO THE REAR OF THE BUILDING. REFER TO THE _ z
1P X ( ARCHITECTURAL PLANS AND PLUMBING PLANS FOR ROOF DRAIN W z
DOWN SPOUT LOCATIONS.
W 4. REFER TO PLUMBING PLANS FOR THE EXACT SIZE AND LOCATION OF THE z W O
I WATER SERVICE BACKFLOW PREVENTER AND THE SANITARY SEWER rY
SERVICE. THE CONTRACTOR SHALL FIELD VERIFY THAT ADEQUATE FALL IS Cc /1
AVAILABLE FROM THE BUILDING TO THE SANITARY SEWER SERVICE OR MAIN Q rrt NJ
PRIOR TO CONSTRUCTION MAINTAIN A MIN. 10• HORIZONTAL SEPARATION OR V
18" VERTICAL SEPARATION BETWEEN THE DOMESTIC WATER SERVICE AND _I U
NEW TURF SW LEAD SANITARY SEWER SERVICE W/3:1 SIDESL PES
24 5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL !�
4' HIGH EEL R A UMIN M F PLAN AND DEVICES DURING CONSTRUCTION WORK IN ACCORDANCE WITH THE v
WITH BLACK OR GREEN VIN L C TING MUTCD, NCDOT AND CITY OF WILMINGTON STANDARDS.
AND 8' W 8. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM
AT TOP O BASIN BA 4K. SURVEY BY PARKER & ASSOC. DATED 5/27/04 AND PROVIDED BY OWNER. ix
t 7. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ANY Ld J '�
/G CRACKED OR DAMAGED SIDEWALK PANELS ADJACENT TO OR ON THE SITE O Lono
THIS INCLUDES ANY EXISTING DAMAGERD WALKS OR WALKS DAMAGED d N
DURING CONSTRUCTION. W H m U
6 Xj,, T PPI G S. PROPOSED SIDEWALKS ABUTTING PARKING AREAS AND DRIVE AREAS SHALL > ix Z M
S� SLEEVE &VALVE BE TURN DOWN IN ACCORDANCE WITH THE DETAIL ON SHEET C 4.2. W O w Li
DROP INLET A2 I 9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REMOVAL OR N to w J a1
TOP 38.0 RELOCATION OF ANY EXISTING CP&L POWER POLES / GUY LINES AND CP&L � elf 3 Z
INV_33.5 LIGHT POLES WITH THE OWNER AND CP&L AS REQUIRED. ANY COST W (A d
- - (See Detail - - - - - - ASSOCIATED WITH THE REMOVAL OF CP&L POWER POLES / GUY WIRES AND Z w M
CP&L LIGHT POLES IS THE RESPONSIBIL I Y OF THE OWNER. 3 -r In V p
_ _ NEW C WL I 10. OVERHEAD CLEARANCE OF 8' REQUIRED ABOVE ALL SIDEWALKS AND TRAILS. O m a rn
GUY WIRES & ANY OTHER OBSTRUCTIONS SHALL BE REMOVED OR RELOCATED.
REMOVE -I I
EXISTING FES 26 f
NEW TIJRF S ALE A5A
W/3:1 SIDE LOPE
TAP ADM ER
I ",66 FOR I RIGAT N i
8 CUT
iv F6 I •Fm I A58I -I W� BLDG. 14820 SF 1 1/2" METER -1 U
q-tcI > a 37• �� 37.8 ''. �""��DOWN SIDEVjIALK 1 ESTIC WATER 37. " Q Z 2 o
-CAIfOPY 71 S GR 37.3 6 G.V. - .o .o
y
TOTAL 15, kSF 37.39 6" FL . ♦� I E
03
Ali
vLLI aim
Z C> 38.3 I \ Q W w
: z
J \ 2
2 m Im i 37.4 / 38.1 38.3 £ \ 26 a o
F�� r? a O 37. FLUSH C 38. W
L�s UNDERGROUND TRAFFIC j - 0
Z g
/ \ �`� \ 37.8 37.5 V Lu N
SIGNA BOX TO c� .^- s .,9 `�' TURNED DOWN SIDEWALK 3 ti
0. BE P OTECTED I 37.8 37.8Am (� Z
37.6 , : '
say, _ _.;-------- - -- - ---- - -- - ---- Y Z_ Z
tS if:,+.r.r L, T"�,.:.: I:.}-.t�..� '^°` FLAT l z
3.33' (See etairl '�' T FLUSH z
Oo o^ c 37.8 37.8 I LEGEND 3
8 37.8
37.35 L 8.3 , REMOVE Cn
38.0 37. 37.17 8.2 -----� PROPERTY LINE Z
37.21 v9 2" RCP 37.7 37.7 ' EXISTING O 0
.. VE �18 �'�.)� CURB INLET CI-4 15 RCP ZONING UNE
INV. 33.2 ISLA/ �,� ��� RIM 37.0 37.7 - Z U
vs o INV. 34.85 g F I III / ■ CITY LIMITS LINE
URB INLET Cl- 37.6 &MOVE 37.4
)RIM 37.0 E ISTIN6� ' s 12
� SAND FtCIER 37.2 ij.INV. 33.25 38.01 INLET DISTURBED AREA/CONSTRUCTION LIMITS
TOP �6.50 .o � 37.5 37.95 / � REMOVE � NEW ASPHALT PAVEMENT
', A (SEE DETI)9£ g1 CU IN CI 37.5 ' EXISTING
?� 1
i 0 �37.1 �' RIM 37.0 �GP INLET
/ /iP >:� < 1 3 99 37.4 ;...0 7. 5 37.6 INV. 34.3 ��' REMOVE ,
':•�:,•,.,'�:::�':.:�::�;: NEW CONCRETE
i c„I >T to g6 12" RCP g2 RCP EXISTING
' 15" RCP 03308
H 37.4 ' - -A- - - EXISTING CONTOUR
t 61�•�' 1 \ 37.5 CURB INLET.-2 T?� 12" RCP I
���ifl /' RIM 37.0 T c H/C 6 x8 CONCRETE PAD 1- PROPOSED FINISH GRADE oEs. CLS
INV. 33.5 37.5 37.5 RAM FOR POWER SUPPLY
(1•YP) SPOT ELEVATION cxD CLS
37.3 � L
ExiorC.B. q
` • � '�� •• • - 4zso PROPOSED TOP OF CURB OR oRr,1r: EDB
_ _ - - -�C_ � � (15 - - - i - % 37.3 0 / C} 3 \ 37 / 37.6 10 1 TOP OF WALK SPOT ELEVATION DATr 07/07/04
- Inv. 33.41 1 mUAL
o O C
- - - - - - TEMPORARY SILT FENCE
AQ, - �.- 5
' 15"RCP ATCH ��� 07A0-- - 9� - 8 - - - EROSION CONTROL AROUND INLETS
' EXISTING 1 �' w ' ® fEdJ/
m REM �110 to Existing Curb Cut oet.
' I f GRADE 1 �L# b END EXISTING - CONNECT NEW 4" SS z _
' a' o EXI G 36.9 37.1 37,3 w for Driveway 12• REMOVE EXISTING TREE
°; I 1o�s 4" SS PIPE I TO NEW 2" S �'=,n4,�8' CLEAR TO`�UY1 RCPr,1INV. 34.43t " ���FORCE 5RVrCE AT'SIDEWAL� n A _
lNEW EXPRESSWAY GUTTER 12• oA4 SAVE EXISTING TREE
S� �y �� i ��� 1 4 HENDERSON_ DRIVE EXTENSI01�,°,P 32: 8 I ACROSS DRIVE. S.R.1336
- - - - CONNECT NEW -~R `5 �,+ - 8 - - 40
- - - -
_ ,,¢¢ 37
'q �. a� TO EXIST SERWC LINE " " EXISTING 60) PUBLIC $OW NEW TRAFFIC BEARING J.B. A-1
' AT REQUIRED E (/0.125 /FT 24 RCP
' 4" RCPP a3 ds �..I•$� NCDOT # 840.34
as as.�... as � u as-� as..� IIS �. c _.... .s IIS. ee �. �.�.. �..�. as as e..� gs a �. II� ®.. SCALE: 1" = 20'
FUTURE 100 EXISTING TOP 37.0 c2mINV. 32.28
2
cj 8,400 VEHICLES PER DAY 18" RCP 0 20 40 60
•

NOTES:
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT
WIT
.q NO CURB.
5. 1//2 EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN. 1/8"R TOOLED
6. PROVIDE A LAYER OF 15tBLDG. FELT BETWEEN WALK AND ADJACENT JOINT
PARALLELING CURB ORS UCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
8. PROVIDE 1/4" PER FOOT SLOPE TOWARDS STREET FOR WALK IN +
12" EXPANSION
)INT MATERIAL
EXPANSION JOINT (E.J.1
1/8'RITOOLED JOINT
CONTRACTION JOINT (C.J.)
FRAME AND GRATE
H-20 LOAD RATED
FRAME AND GRATE
PRECAST CONC. BASIN
W/ KNOCKOUT PANELS
4SIDES
OUTFLOW PIPE
SIDEWALK JOINT DETAILS
NTS
INLET PLAN:
PLAN BASIN, FRAME AND
GRATE MAY VARY IN
NONESSENTIAL DIMENSIONS.
SECTION CRUSHEDESTONEGRADE OR 6"
DROP INLET DETAIL
NTS
2' 2'
TOP 38.
0
2'W OPENING IN FRONT
OF BOX ELEV 36.1
PIPE � O
BOX
OT 30.0
INFLUENT
INV. 32.5
4'x4' PRECAST
B
SECTION DROP INLET B-1
NTS
2'-6'
i'-10,5' 1j1/1 0'-4,5'
. .
y..
'R
1'R C
lj'R ,
e Oi
,In° %
,,6 D O
e'.
n. A. : ° .
75'-' WHERE CENTER MEDIAN CURB IS REQUIRED
GUTTER SHALL SLOPE AWAY AS SHOWN
STANDARD CURB SECTION TYPE "A"
NTS
PL)
NOTE:
RING & COVER CONTACT SURFACES SHALL
BE MACHINED TO INSURE EVEN BEARING
OF COVER AND RING
VER OR
AS REQUIRED
OF COVER
)M OF COVER
MINIMUM WEIGHTS:
RING 261 LBS.
120 LBS.
SECTION A -A
NOTE:
1. CASING PIPE NOT SHOWN.
2. LEGS ROTATED OUT OF POSITION FOR CLARITY.
40d SPIKE g..
�O.OZ SLOPE
BASE COURSE--- 1-3/4" RADIUS
SURFACE COURSE
5" MONOLITHIC ISLAND
SECTION "A —A"
1. USE ONE SUPPORT ASSEMBLY PER JOINT, ONE EACH END AND 8' O.C.
2. CASING PIPE MATERIAL IS DIP.
3. HOT DIP GALVANIZE ALL STEEL NUTS AND BOLTS.
STANDARD MANHOLE RING & COVER
nts
2'
REM
OVE INTERNAL WALL
INSPECTION
FRAME & GRATE'
TOP 38.0
3'WxO.5' WEIR
TOP WALL ELEV 36.3
15 SD OUT INFLUENT PIPES
INV. 32.4 INV. 33.5
44' PRECAST BOX
BOT 30.0
SECTION DROP INLET A-2
NTS
-15" SD OUT
INV. 33.5
bJ
-0:75' PVC PIPE
GROUT IN PLACE
INV. 33.5
�r
PLAN
FRAME, GRATE & HOOD ASS'Y
I.-, � '2 aS•
J --1
FRAME PLAN 3,25'
37'
4'=
1.
0,75'JE4!.75' 75' 0,69'
35,5'
HOOD ELEVATION
0,75'
3,5'
SECTION - KK
CATCH BASIN CASTING
FOR 24' HOOD AND GRATE
SD 2-21
NOTE: USE TYPE "E","F",& "G" GRATE UNLESS
OTHERWISE INDICATED
nts
w
in
e
SECTION - RR
4,63'
i
L
i'
SECTION - PP
1.37' 1.37'
1'�
SECTION - NN
b,
IN
SECTION - JJ
3/4" GALVANIZED RODS
11 111181iI 1 1. 12
—HYDRANT LUGS ` TIE BOLTS RETAINER CLAMP)
JOINT RESTRAINT
HYDRANT TO 1ST FULL JOINT OF PIPE
JOINT RESTRAINT
HYDRANT TO MAIN TEE
3/4" TIE BOLTS
� d
GUIDELINES FOR HYDRANT JOINT RESTRAINT
2'-0"
MUELLER CENTURION MODEL
A 423 FIRE HYDRANT WITH
1-4 112" PUMPER NOZZLE
AND 2-2 112" HO5E NOZZLES
AND 5 1/4" MAIN VALVE OPENING
SIDEWALK
2"
e .b
4 GUTTER
op
CONCRETE THRUST BLOCK
PLACED AGAINST
UNDISTURBED EARTH
M.J. LOCKED HYDRANT
ADAPTOR OR APPROVED PIPE
MIN. OF 3 CUBIC FEET OF
CRU5HED STONE FOR DRAINAGE
TYPICAL HYDRANT SETTING (SECTION)
Not to scale
ROAD 5URFACE
FITTING
NOTE: PROVIDE BEND FOR
CONTRACTION AND
EXPANSON
PLAN VIEW
METER TO BE 4" CLEAN OUT
SET BY CITE f BRONZE CAP
CORPORATION
,°'
STOP, MUELLER
Q
H 15008 OR
3/4" PE 3406 SDR 9
0
APPROVED OR
SERVICE TUBING
I
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m
SUPPORT SERVICE LINE I
L m
ON TAMPED EARTH
„
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BEND ~
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SUPPORT SERVICE LINE ON
TAPPING SADDLE °
UNDISTURBED SOIL
IF REQUIRED
°
o
IN LINE WYE (SERVICE SADDLE
08 ° °
�00
WYE MAY BE U5ED ONLY IF
�p
APPROVED BY THE DIRECTOR)
MINIMUM SEPARATION
oho o°g
°
15' IF LATERAL
o°° p°
#67 STONE OR APPROVED
SEPARATION LE55
BEDDING MUST ENCASE
THAN 19
SERVICE CONNECTION
WATER & SEWER SERVICE CONNECTION
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= COPPER METER SETTER WITH
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DES CLS
(FORD V-72-82) OR MUELLER -
Go. CLS
HI4005-99010)
SUPPORT METER BOX ON G BRICKS'
EDB
WITH 4'SAND BEDDING.
STONE NOT PERMITTED,
047E 07/07/04
BEND
..'`...
C4w 1

t OF PARKING STALL
� 1n 92 J
U U U 0 U
G
1/2
COMBINED CURB & GUTTER
KEYED NOTES NOTE:
ALL CURBS TO HAVE
Ot N/A 1/4" EXPANSION JOINTS
AT MAXIMUM 100 FEET
O2 PREPARED SUB -GRADE. WITH DOWELS AND
CONTROL JOINTS AT
PAVEMENT. MAX. 20 FEET.
HVY
DUTY (TRUCK TRAFFIC) I
LIGHT DUTY (CAR TRAFFIC)
PAVEMENT SECTION
DETAIL
NOTES
Y1
1
O1
2WEARING SURFACE OVER
/ "
THISPAVEMENT SECTION DETAIL
REFLECTS MINIMUM REQUIREMENTS.
TACK COAT.
ENGINEER TO DETERMINE DESIGN BASED
BINDER COURSE OVER PRIME
ON GEO-TECHNICAL DATA OF SPECIFIC
O2"
COAT.
PROJECT AND WALGREENS DAILY TRAFFIC
O6"
(MIN.) CLEAN, GRADED AND
DESIGN REQUIREMENT.
COMPACTED STONE (NO SLAG).
OWELL
-DRAINED SUB -GRADE
(SUB -GRADE TO MODIFIED 95
PROCTOR MIN. COMPACTION).
0
8" CLEAN, GRADED & COMPACTED
STONE BASE (NO SLAG).
13 VERTI(
1 1/2
Cu
KEYED NOTES
OLINE OF FACE OF
CURB (CURB GRADE
SHOWN ON PLAN).
OPAVEMENT AT GRADE
SHOWN ON PLAN.
O3 N/A.
O4 PREPARED SUB —GRADE.
QS STONE BASE.
0 LINE FOR BACK OF
CURB.
NOTE:
ALL CURBS TO HAVE
3/4" EXPANSION JOINTS
AT MAXIMUM 100 FEET
WITH DOWELS AND
CONTROL JOINTS AT
MAX. 20 FEET.
AGAINST FACE OF CURB).
OTRAFFIC
KEYED NOTES
DIRECTIONAL
SIGN.
O2
2"X 2" STEEL TUBE
EXTENDED INTO
CONCRETE FILLED 4"
PIPE.
3O
12"0 CONCRETE
FOUNDATION 6"
BELOW FROST LINE
(3 FT. MINIMUM
BELOW FIN. GRADE).
O
FINISHED GRADE.
KEYED NOTES
PRE -FABRICATED
WELDED CAP W/
STAINLESS STEEL
SCREWS.
OSTANDARD USDOT R7-8
SIGN (BOTH SIDES).
2" STEEL TUBE -
PAINT I ENAMEL WHITE
(FILL W/ CONC.).
Q SUPPLEMENTAL SIGNS,
"MAXIMUM PENALTY S250"
BELOW AND "VAN
ACCESSIBLE" ON TOP
(ADJACENT TO 8' AISLES)
O5 FINISHED GRADE.
ACCESSIBLE PARKING
0_'�SIGN AND POST (FREESTANDING)
3/4' = V-0'
1 1/2' R
D_'��TRAFFIC
DIRECTIONAL SIGN
3/4" = 1'-0" (FREESTANDING)
1
KEYED NOTES
6
6"0 STANDARD STL. PIPE
CONCRETE FILLED AT ALL
U)
0
LOCATIONS INCLUDING
a 7 16" TIP.
/ ( )
1
UTILITIES, TRASH
ENCLOSURE, AND
g
7
o
SPRINKLER RISERS
00
(EXCEPTION. 4"0 STL.
°
PIPE AT DRIVE-THRU
NCE DETAIL
�=
<
ONLY). PROVIDE 1/4"
@LE
N
6
WELDED CLOSURE PLATE
b
AT BOTTOM. PAINT
M
2
EXPOSED PIPE YELLOW.
z
SECURITY BOLLARDS ON
WALK TO RECEIVE GRAY
POLYETHYLENE COVER
°
(FROM IDEAL SHIELD -
zo
3
313-842-7290).
_
®
1
i
1�
O2 TOP OF PAVEMENT.
o
i
a
O 24"O CONCRETE FOUNDATION.
4
3 USE SONOTUBE FORM.
I I
O4 3/8"0 WELDED HOOPS.
I I I II I I I
18"0 TOP, BOTTOM, AND
LJ I-J LJ L_J L.J
°
CENTER.
ELEVATION
-
' '
�/ SOLID UNDISTURBED SOIL.
4 1/8" = 1'-0"
s
O PROVIDE PITCH, SMOOTH
CONCRETE FINISH.
YCAL
PIPE
BOLLARD
LENGTH VARIES - SEE SITE PLAN
&374-1' -0"
OWN SIDEWALK
KEYED NOTES
COMPRESSIBLE FILLER 5 0 1/4" TOOLED JOINT
O N/A (3/4" MAXIMUM).
O4" COMPACTED CUT BACK AND 0 6" X 6" #10 W.W.F.
AGGREGRATE BASE PROVIDE SEALANT,
O PAVEMENT. JOINTS
AT ALL
JOINTS WITH FILLER.
VAN
IACCESSIBLEI
SEE NOTE BELOW
4 7/8"
5"
D
N
RESERVE
41/4
4
PARKING
N
3
3
I
I
,
,
v
`\ 3 7 150
1 3 7/8r�/
1 0
USDOT STANDARD R7-8 SIGN
NOTE (R7-8 SIGN): THIS IS A STANDARD SIGN AND MAY BE
ORDERED FROM ANY TRAFFIC SIGN SUPPLIER BY NUMBER. THE
ARROW SHOULD BE OMITTED WHERE THERE IS ONLY ONE SPACE. THE
ARROW MAY ALSO BE MADE TO POINT IN ONLY ONE DIRECTION. THE
ARROW MAY ALSO BE REPLACED BY "TIME" SUCH AS 9 AM - 5 PM
WHERE A PART-TIME RESTRICTION EXISTS. THE SIGN MUST BE
SUPPLEMENTED WITH A "VAN ACCESSIBLE'" SIGN AS APPLICABLE
AND/OR AMOUNT OF THE FINE FOR ILLEGALLY PARKING IN THE
RESERVED SPACE(S) A MUNICIPALITY MAY IMPOSE. CONFIRM WITH
LOCAL REGULATIONS.
9 ACCESSIBILITY SIGNAGE
CARDI
10 1/4"=1
POST FOOTING
LINE OF
CONCRETE
"CLEAR
CONC.
ACTOR DETAIL
MR
I
0011111111
NOTES:
1. PAINT COLOR TO BE "YELLOW"
FOR ARROW AND LETTERS.
"DRIVE-THRU" LETTERS TO BE
ELONGATED HELEVETICA MEDIUM -
4" WIDE STROKES.
2. PAINT 2" BLACK OUTLINE AROUND
ARROW AND LETTERS FOR PROJECTS
WITH CONCRETE PARKING LOTS.
DL1/44 VEMENT PAINTING
= 1'-0"
ADJOINING SLOPE = Y: X
SLOPE SHALL WHERE X IS A
NOT EXCEED LEVEL PLANE
1:20
WALK STREET
MEASUREMENT OF CURB RAMP SLOPE
PEDESTRIAN
- — WALK --
_F\SEE SIDE FLARE
'1cNOTE BELOW
0"
DA A MIN.
CURB RAMP
"X" IS 60" MIN. AT AN OUT SWING
DOOR WITH A SLOPE OF 1:50 (2%)
MAXIMUM. LEVEL SURFACE IS PREFERED.
SIDE FLARE NOTE: (SEE REFERENCE DIAGRAM
ABOVE). SIDE FLARES SHALL HAVE A
MAXIMUM SLOPE OF 1:10 (10%). WHERE "X"
IS LESS THAN 48", SIDE FLARE SLOPE
SHALL BE 1:12 (8.33%) MAXIMUM. WHERE -X-
IS LESS THAN 36% WALGREENS PREFERS
THE "IN -LINE" RAMP SHOWN BELOW.
�2%
1 1 /2%
iMAX.�
.PLAN
-1:12 (8.337.) MAX.
ELEVATION ATION 'SLOPE < 5% = WALK
(NOT RAMP).
"IN -LINE" RAMP
NOTES: A CURB RAMP(S) MUST BE PROVIDED ALONG
AN ACCESSILBLE PATH FROM THE PARKING LOT TO
WALGREENS CURBED SIDEWALK.
A CURB RAMPS) MUST ALSO BE PROVIDED IN THE
PARKING LOT AT ALL INTERMEDIATE AND PERIMETER
CURBS ALONG THE ACCESSIBLE ROUTE CONNECTING TO
PUBLIC SIDEWALKS.
A RAMP IS ANY SLOPE GREATER THAN 1: 20 (57.) AND
SHALL HAVE A MAXIMUM SLOPE OF 1:12 (8.33%). THE
MAXIMUM SLOPE IS 1" OF RISE PER FOOT OF
DISTANCE TRAVELED. ALL SLOPED AREAS OF THE
RAMP ARE TO HAVE AN INTEGRAL RED COLOR.
THE CLEAR WIDTH OF ANY RAMP IS A MINIMUM OF
36".
CURB RAMPS HAVE A MAXIMUM RISE OF 6" AND DO
NOT REQUIRE HANDRAILS.
ANY RAMP WITH GREATER THAN A 6" RISE SHALL
HAVE HANDRAILS ON BOTH SIDES AND CURBED EDGE
PROTECTION ON BOTH SIDES. EDGE PROTECTION
CONSISTS OF CURBS, WALLS, RAILINGS, OR
PROJECTING SURFACES THAT PREVENT PEOPLE FROM
SLIPPING OFF THE RAMP. HANDRAIL DETAILS SHALL
FOLLOW ACCESSIBLE GUIDELINES.
-INTREGRALLY COLORED
WARNING SURFACE
y�A E$_ PER MANUF. _
N
2.3�—'�
SECTION OF "DOME STAMP"
PATTERN IN SURFACE
0.2"H.IA 0 0 0"
12
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NOW: ACCESSIBLE RAMPS AND
CURB RAMPS WHERE POURING OF
A SEPARATE INTEGRALLY COLORED
CONCRETE IS REQUIRED, INSTALL
a
J
SHEAR DOWELS 2'-0" O.C. AND
w
KEYWAYS TO PREVENT HEAVING
OF
d
ro
INJ
RAMPS W/ ADJACENT SIDEWALK
OR CONC. SURFACE. USE RED
CONCRETE ON INTERNAL SITE
>
F Z z
RAMPS AT BUILDING AND
BATTLESHIP GRAY ON SIDEWALK
LJ
o
5 W Lj
w�
cp
RAMPS IN AND ADJACENT TO
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N�l
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Ad 3 zz
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2.35" 2.35"
PLAN OF "DOME STAMP"
PATTERN IN SURFACE
CURB RAMPS MUST HAVE A DETECTABLE WARNING
FEATURE EXTENDING THE FULL WIDTH AND DEPTH OF
THE RAMP (MID -WALK "IN -LINE" RAMPS ONLY NEED
DETECTABLE WARNINGS AT WALK/PARKING
TRANSITION). THE DETECTABLE SURFACE MUST
CONSIST OF RAISED TRUNCATED DOMES WITH A
DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF
NOMINAL 0.2 INCHES AND A CENTER -TO CENTER
SPACING OF NOMINAL 2.35 INCHES. THE TEXTURE OF
THE DETECTABLE WARNING FEATURE MUST CONTRAST
WITH THE SURROUNDING SURFACES (EITHER
LIGHT -ON -DARK OR DARK -ON -LIGHT). SEE ABOVE.
LOCAL JURISDICTION
THERE ARE LOCAL JURISDICTIONS (e.g. ILLINOIS, IAC
400.310,d, 7) THAT SPECIFICALLY REQUIRE DETECTIBLE
WARNINGS ON THE SIDE FLARES. THERE ARE LOCAL
JURISDICTIONS THAT HAVE REDEFINED DETECTIBLE
WARNINGS (e.g. EXPOSED CONTRASTING COLOR
AGGREGATE, GROOVES IN A PARALLEL OR DIAMOND
PATTERN ETC.). ACCESSIBILITY GUIDLINES DEFINED BY
LOCAL ORDINANCE SHOULD SUPERSEDE. IN THE
ABSENCE OF A DEFINITION, FOLLOW ADAAG. VERIFY
COMPLIANCE WITH MORE STRINGENT LOCAL CODES.
LRAMP
RUNCATED DOME
LATEX OR EPDXY AVERS W/ SEALED
MODIFIED CEMENT 6"(W/ PAVERS)ROUT JOINTS
MORTAR LEVELING 2"x12")
COURSE.—� -0"MIN. OR FU.MI
SECTION AT CURB RAMP WITH I
ALTERNATE TRUNCATED PAVERS W/DOMES
CURB RAMPS AND OTHER RAMPS
03308
Dm
CLS
c Kik.
CLS
mark
EDS
0l1E:
07/07/04
SEAL'
10972

18"LMIN.
MODEL 48
BALER
R
i
48" ICLEARANCE
FOR DOOR SWING
BALER PLAN VIEW
1 1 /4" = 1'-O"
K
on
ELECTRICAL
DISCONNECT
SHELVING
MIN.
ELECTRICAL REQ.
5 HP,208V,3 PHASE
BALE SIZE:
48"X28"X36"
BALE WEIGHT:
500 LBS.
BALER WEIGHT:
3150 LBS.(ON
FOUR LEGS)
1%" DIA. DROP ROD TO
ENGAGE INTO GROUND AT CLOSED
AND OPEN POSITIONS (PROVIDE 1"
DIA. CAIN BOLT W/KEEPER MOUNTED
ON ACTIVE LEAF OF GATE).
1 %" DIA. OR 1
GATE UPRIGHT
LATCH BOLT
(ACCEPTS
PADLOCK)
GUIDE-(3)
REQUIRED
%" DIA.
CARRIAGE BOLT
"MASTER HALLO" #17202
ASSEMBLY OR EQUAL.
INDUSTRIAL LATCH W/ DROP ROD AND GATE HINGE
1 /2" = 1'-0" (MIN. LEVEL OF QUALITY)
180' INDUSTRIAL
HINGES, GALVANIZED
(MASTER HALCO #15607
OR EQUAL). GATES
4'-0" IN WIDTH OR
LESS ARE TO HAVE (2)
HINGES. GATES
GREATER THAN 4'-0"
ARE TO HAVE (3)
HINGES.
6" DIA. GALVANIZED
STEEL GATE POST,
CONCRETE FILLED
2" DIA. GALVANIZED
STEEL TUBE GATE
FRAME
3 INDUSTRIAL HINGE DETAIL
NO SCALE (MIN. LEVEL OF QUALITY)
b�z
WALGREENS STANDARD
ACCESSIBLE PARKING
SIGN AND POST.
4" OX 36"H CONC.
FILLED STEEL BOLLARD
W/ GRAY COLORED
POLYETHYLENE COVER
SLEEVE
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LOPE MAX. GROSS SLI
STANDARD ACCESSIBLE DIMENSIONING
A U.S. DEPARTMENT OF TRANSPORTATION R7-8 (RESERVED
PARKING) AND SUPPLEMENTAL SIGNS AS NOTED ABOVE MUST
BE MOUNTED ON A PERMANENT POST NO LOWER THAN FOUR
FEET FROM THE PAVEMENT. THE POST MUST BE MOUNTED IN
THE CENTER OF THE 8 FOOT WIDE ACCESSIBLE PARKING
SPACE, NO MORE THAN 5 FEET FROM THE FRONT OF THE
PARKING SPACE. SEE ILLUSTRATION ABOVE.
NOTES:
EACH ACCESSIBLE PARKING SPACE IS TO BE A MINIMUM OF 8
FEET WIDE AND HAVE A 96" MINIMUM ACCESS AISLE FOR
VANS OR 60" ACCESS AISLE FOR CARS ADJACENT TO THE
SPACE. THE ACCESS AISLE MAY BE ON EITHER THE DRIVER'S
SIDE OR THE PASSENGER'S SIDE OF THE ACCESSIBLE SPACE.
THIS APPLIES TO 45, 60, AND 90'PARKING.
ACCESSIBLE PARKING SPACES ARE TO BE LOCATED AS CLOSE
TO THE STORE ENTRANCE AS POSSIBLE AND SHALL BE
IDENTIFIED WITH A SIGN.
ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE
LEVEL WITH A SLOPE OF 1 1/2% (2% MA IMU (EXAMPLE:
1.92 INCHES MAX. VERTICAL IN 8 FEET HORIZONTAL) OR 1:50
IN ALL DIRECTIONS. THIS INCLUDES BOTH "RUNNING SLOPES"
AND "CROSS SLOPES."
EACH PARKING SPACE ACCESS AISLE MUST CONNECT TO A
COMMON LEVEL WITH AN ACCESSIBLE ROUTE ... I.E., EACH
ACCESS AISLE NEXT TO A PARKING SPACE MUST HAVE A
CURB RAMP AT THE WALGREENS STOREFRONT SIDEWALK OR
BLEND TO A LEVEL WALKWAY LEADING TO THE WALGREENS
ENTRANCE.
ACCESSIBLE PARKING ACCESS AISLES SHALL BE PART OF
AN ACCESSIBLE ROUTE TO THE STORE ENTRANCE.
THE ACCESS AISLE SHALL BE DESIGNATED WITH HIGH
QUALITY YFI I O DIAGONAL SURFACE PAINT STRIPING.
RAMPS MUST NOT EXTEND OUT FROM THE CURB INTO THE
ACCESS AISLE OF ANY ACCESS PARKING SPACE.
ADA ALLOWS TWO PARKING SPACES TO SHARE AN ACCESS
AISLE.
ACCESSIBLE PARKING -SIZE AND MARKINGS
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mL CLS
amp CLS
mft EDB
DAM 07/07/04
SE 9L
10972
C43
1

TEMPORARY/PERMANENT
GRASS SPECIFICATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHEb.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA GRASS
20% TURF FESCUE
10% CREEPING RED FESCUE
24% ANNUAL RYE GRAIN
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL HAVE GROUND COVER ESTABLISHED WITHIN 15
WORKING DAYS OF COMPLETION OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
44 GA 6xg MW o N pp�-
1'ANUARD F11BF6O it X
STEEL OR WOOD POST
MARE MESH FOR STANDARD FAM
— STANDARD OR EXTRA STRENGTH
FILTER FABRIC
—DIRECTION OF WATER FLOW
ANCHOR FABRIC SKIRT
MIN. 8" DEEP B 4" WIDE
NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30' IN WIDTH WITH
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHAM BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY. LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN V IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND
4" IN DIAMETER. FABRIC SHALT. BE FASTENED TO
WOODEN POST WITH NOT LESS THAN /9 WIRE STAPLE
1' LONG OR TIE WIRES.
TEMPORARY SILT FENCE
NTS
6840 DUPLEX GRINDER SYSTEM
rmicAL oumom PREPACKAGED WITH SQUARE GUIDE RAIL SYSTEM
11W BRASS
DISCONNECT FITRN
I IM'PVCSCH40
PIPE AND FITTING:
SOLID
FIBERGLASS
COVER
lr MIN. OR PER STATE
AND LOCAL CODES
TO CONTROL PANEL "
1
WATERTIGHT
NEMA4XJ=
(FIELD INSTALLED)
+WEIGHTED VARUBLE -
LEVELFLOATSWITCH
ALARM FLOAT-
1 IJ r FEMALE NPT
GAST IRON CHECK VALVE
1 W'GALVAN¢ED—
CAST IRON
BASE PLA
1/4' PVC SLIP X SLIP
BA,I.VALVE
CAST IRON V-CLAMP
IV 302 STAINLESS
STEEL UFTING CABLE
STAINLESS STEEL FLOAT HOOK
30' X 1'416 STAINLESS
STEEL PULL ROD
,r CAST IRON ANGLE ARM
BRACKET
1 IW BULKHEAD
DISCHARGE FITTING
— 1 1/7 SO. GUIDE RAIL
304 STAINLESS STEEL 16 GA
��- FIBERGLASS BASIN
CAST IRON MOUNT
BRACKET
PUMP CONTROL
'OF! FLOAT
�- CAST IRON LOWERSTOP
-�-- PUMP CONTROL
TFF'FLOAT
r FIBERGLASS MITWLOTATIOIMNG
Typical Duplex System Includes:
2 2 HP 6840 Grinder Pumps
1 Name 4X Duplex Control Panel with Automatic Reversing (Not Shown)
1 Switch Assembly (3)
1 J-Box - 3 Float System
1 Fiberglass Basin, Cover, Rail Systems, Valves, Discharge Piping,
Two Stainless Steel Lifting Cables and Two 1' Pull Rods
Approximate Weight: 745 lbs.
0 Copyright 2OD4 Zoeller Co. All rights reserved.
NOTE: EQUIVALENT PRODUCT MAY BE SUBSTITUTED.
PROVIDE SHOP DRAWINGS TO ENGINEER
IN ADVANCE FOR APPROVAL.
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPUNE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
TREE PROTECTION
NITS
VEGETATED BANKS
SEE GRASS SPEC
THIS SHEET
5'
-III-1 I I-1 I 1=1
VEGETATED SWALE
N.T.S.
�/ A
6" MIN.1
2' - 3'
COARSE AGGREGATE-
GEOFABRIC BELOW STONE---'
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
u1C
FILTER
FABRIC
NCDOT CLASS A OR B
EROSION CONTROL
STONE
4" TO 6" #57
STONE ON UPSTREAM
FACE
FILTER z
FABRIC ;*
N H
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SECTION A -A
STONE CHECK DAM
GRAVEL FILTER
OVERFLOW
RUNOFF WATER
w/SEDIMENT
SEDIMENT
K
WIRE SCREEN
FILTERED WATER
DROP INLET w/GRATE
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS
APPLICABLE FOR NEW AND EXISTING
DROP INLETS IN PAVED AREAS.
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NOTE. FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION
ENERGY •'
NTS
NOTES:
1. FENCE MESH SHALL BE MINIMUM 6
32 IN WIDTH AND SHALL HAVE
A MINIMUM OF 6 LINE WIRES
WITH 12 STAY SPACING.
2. FILTER FABRIC SHALL BE MIRIFI
IHt PtNGL MtbM WITH UKIMY- 4
ING CONNECTORS.
NI
3. STEEL POSTS SHALL BE MIN.
IN HEIGHT AND BE OF THEESE SELF
FASTENER i' SECTION TYPE.
SIDE VIEW
BLOCK / EROSION EROSION CONTROL AROUND INLETS
NTS
2' MIN.
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SILT FENCE
PLANVI
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WE- 07/07/04
SEAL
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SECTION A —A
At—I�Il,I
1 lIJ i
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W
PLAN VIEW
SECTION B—B
COVER TYPE "R"
H-20 LOAD RATED CONCRETE
(See Structural details)
Scale: 1/2'=1'
COVER TYPE "S"
COVER TYPE "R" MODIFIED FOR MANHOLE
(See Structural details)
Scale: 1/2"=1'
2.�rf
6" HDPE
SOCK PIPE
INV=32.5
ELEV=32.17
CAP
ENDc,
FINISHED GRADE=37.5
H-20 LOAD RATED
C CONCRETE OVER
TOP=CO l
4" WEIR —
INV=35.17
8" CONC.—
BLOCK WALL
8" CONC. FOOTER
FILTER
"R" "S" "T" Indicate Cover Type � v
See Details This Page PLAN VIEW
m
Scale: 1 "= 10'
MANHOLE
C/�L /RING &COVER
SECTION A —A
Scale: 1/2"=1'
PRECAST
RING EXTENDER
CONCRETE
�� COVER
—8" CONC.
BLOCK WALL
i
I 15" RCP
I INV=32.5
MANHOLE
RING & COVER
WITH PRECAST
RING EXTENDER
CONCRETE
CONCRETE
\ - RI 37.0
COVER
i
ELEV=36.17
x2 WEIR _ _
ELEV=35.5
L4 547- — J
12"� — r-12"4
4" PVC
ELEV=34.6
2" INV=34.81
8" CONC.
MIN
%.SAND FILTER: SEDIMENT
1.5' BLOCK WALL
CHAMBER "' CHAMBER
2.5''
N
BLOCK WALL
8" CONC. FOOTER
/ NON -WOVEN #57
FILTER FABRIC WASHED
6" HDPE PERFORATED STONE .
SOCK PIPE 7.5" O.C. SECTION B—B
INV=32.5 Scale: 1/2"=1'
NITER I O R D ETAI 1
130' —0"
6" HDP
6" HDP
6" HDP
123' — 8"
Scale: 1/2"=1'
125'-0"
N
4" PVC
24" O.C. -�
N
INS*
m
8" CONC.
�" BLOCK WALL
00
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VALVE
5'-0'° —�
RECEIVED
JUN 2 4 2005
DW
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OUT
2" PVC DRAIN
INV.32.6t
1.5'-2" PVC
PERFORATED
SOCK PIPE
CAPPED AT END
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LTD
C42

Jacksonville
Commons
REMOVE EXISTING
CONCRETE CURB & GUTTER
TEMPORARY
CONSTRUCTION ENTRANCE
VICINITY MAP MTAQ I
TO
CO
CO
APPROPR
1 G
DP /
I
POWER POLE
BE REMOVED.
NTRACTOR TO
ORDINATE w/ 3' GAq
IATE UTILITIES.
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UNDERGROUN TRAFFIC �� w
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LEGEND
SDP
Storm Drain Pipe ,
R/W
Right-of-way
MBL
Minimum Building Line
EDP
Edge of Pavement
P.O.B.
Point of Beginning
N.C.G.S.
North Carolina Geodetic Survey P
TLC
Traffic Light Cable
N/F
Now or Formerly
0>
D.B.
Deed Book
Pg.
Page p s3P
L9 +;f
(N 54'OB'39' IN - 165.92')
Survey Data S�
[N 48.11'3r IN - 166.151
Deed Data S O
9R
OF
D.O.T.
Department of Transportation
2d'•-
ISF - Iron Stake Found
0
ISS - Iron Stake Set
CMF - ConcreteR/W Monument Found
-Q-
Street Sign
CB - Catch Basin
YI - Yard Inlet
i—
Flow Arrow
SDMH - Storm Drain Manhole
l_
PP -Power Pole
®
PB - Sprint Phone Box
+�._,
LP - Light Pole
GW - Guy Wire
0
FO - PVC Fiber Optic Witness Post
❑
UEB - Underground Electric Box
0
MW -- Monitor Well With Concrete Collar
❑
UTSB - Underground Traffic Signal Box
E
D.I. - Drop Inlet
❑
MV - 2' x 2' Metal Vault
0
GP — Guard Post
0
Trees
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FOR k 3T � k k \ g�
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51
LIGHT POLE TO BE REMOVED.
CONTRACTOR
TO COORDINATE
w/
APPROPRIATE
UTILITIES.
P3 °,
POWER POLE
TO BE RELOCATED.
s
CONTRACTOR
TO COORDINATE
w/
APPROPRIATE
UTILITIES.
DROP INLET TO BE REMOVED.
CONTRACTOR
TO COORDINATE
w/
APPROPRIATE
UTILITIES.
LIGHT POLE BASE TO BE REMOVED.
CONTRACTOR
TO COORDINATE
w/
g�
APPROPRIATE
UTILITIES.
POWER POLE
TO BE RELOCATED.
w m
CONTRACTOR
TO COORDINATE
w/
o -;Do
10
OPRIATE
UTILITIES.
�0,�J�°jf'
n1 q
9
1
N
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EXISTING
ASPHALT AT
�CUT
N
CURB LINE
REMOVE ALL EXISTING CONCRETE. ASPHALT,
& DEBRIS FROM SITE.
—NEW SILT FENCE AT CLEARING LIMIT ALL 4 SIDES
UNTIL PAVEMENT OR LANDSCAPING INSTALLED.
' CONSTRUCTION ENTRANCE
Pi 4t o4 k k 7i`k k k - I k e k k ■' k
k °J 'Jo, \ EDP k k k0 / k I k k/ \ �k k k k k k k �4
k k k k k k / k %Y4 k J=. .-� k k e' k
k k k 37.37 k k m j k p—
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k �k k 0
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0" C&
110' to E istinq Curb Cut {o Driveway
�L% op 35.85 I kCIm n Drive Ex b Sion
_ _ 1 00 .�— 32.26 N. .S.Rg,1336 _
24. �....� �.�a._�_...a_.. sip 6 1 R�
s �
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J TREES TO BE PROTECTED
L-TREE TO BE PROTECTED
TREES TO BE REMOVED
TEMPORARY
CONSTRUCTION ENTRANCE
REMOVE EXISTING
CONCRETE CURB & GUTTER
DEMOLITION NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD DEMOLITION CONDITIONS.
2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL
PLAN AND DEVICES DURING DEMOLITION AND CONSTRUCTION WORK IN
ACCORDANCE WITH THE MUTCD. NCDOT AND CITY OF WILMINGTON
STANDARDS.
3. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL
DEMOLISHED DEBRIS ASSOCIATED WITH THE PROJECT.
4. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST GENERATED BY
THE WORK, INCLUDING BUT NOT LIMITED TO DEMOLITION AND CONSTRUCTION
ACTIVITIES, SITE VEHICULAR TRAFFIC AND RELATED OPERATIONS.
5. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND IDENTIFYING ALL
EXISTING UTILITIES PRIOR TO BEGINNING ANY DEMOLITION. ANY UTILITIES
ENCOUNTERED THAT HAVE NOT BEEN IDENTIFIED NEED TO BE BROUGHT TO
THE ATTENTION OF THE OWNER AND ENGINEER.
6. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
DISCONNECTING AND ABANDONING ALL EXISTING UTILITIES WITH APPLICABLE
AGENCIES AND AUTHORITIES UNLESS OTHERWISE NOTED.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ANY EXISTING
UTILITIES THAT REMAIN IN SERVICE OR ARE WITHIN THE PUBLIC RIGHT OF WA
DURING DEMOLITION.
8. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REMOVAL OR
RELOCATION OF ANY EXISTING CP&L POWER POLES / GUY LINES AND CP&L
LIGHT POLES WITH THE OWNER AND CP&L AS REQUIRED. ANY COSTS
ASSOCIATED WITH THE REMOVAL OF CP&L POWER POLES / GUY WIRES AND
CP&L LIGHT POLES IS THE RESPONSIBILITY OF THE OWNER.
9. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM
SURVEY BY PARKER & ASSOCIATES DATED 5/27/04 AND PROVIDED BY OWN
10. SEE (RADING PLAN FOR INLET PROTECTION AT NEW DRAINAGE STRUCTURES.
-----
PROPERTY LINE
CLEARING LIMITS
POO
TEMPORARY CONSTRUCTION
ENTRANCE
— — —48— —
— EXISTING CONTOUR
12" oAM
REMOVE EXISTING TREE
12" 0A4
SAVE EXISTING TREE
INLET PROTECTION
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PROPOSED 114'0 30' BUILDING
F.F.E. 38.5
BLDG. 14820 SF
CANOPY 725 SF
TOTAL 15,545 SF
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HENDERSON DRIVE EXTENSION _
EXISTING 60' PUBLIC ROW
8,400 VEHICLES PER DAY
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TRACT DATA O
Acreage in Total Tract ............. 1.82 AC.
Acreage to be Disturbed or Exposed . 1.94 Ac. 17—
V J O
Acreage in Active Open or Rec. Space N/A
.Zone ............................... B-1 / R z
Existing Use ....................... Undeveloped(Vacant)
Proposed Use ....................... Pharmacy
Number of Units .................... 1
Type of Units ...................... Commercial Bldg. LLB J
Density ............................ N/A W 0
Number of Lots ..................... 3 A Z
Proposed Number of Lots ............ 1 LL' W
Minimum Lot Size ................... N/A U z
Average Lot Size ................... N/A W O
ROW Setback...........-.............. 50' ' A rye+
Ownership Status ................... Fee Simple
Map Book Reference ................. N/A Y
Tax Map Reference & Parcel Number .. 414-56/437818300607 7 J
Deed Reference: D.B. 2321, Pg. 214 1.82 ac L Q V
BUILDING DATA
Maximum Height Allowed ............. 50'
Proposed Height of Building ........ 18'(1 Story)
Sprinkled .......................... Yes U
Existing Building S.F. ............. N/A
Proposed Building S.F. ............. 14,820 S.F. d p
Proposed Canopy S.F. ............... 725 S.F. O Q N
Total Bldg & Canopy S.F. ........... 15,545 S.F. W N m U
Constuction Materials .............. Masonry / Conc. Slat >= Z Z
PARKING DATA QW o 'W W M �
Parking Required ................... 1 Space/200 sf=75 N N � 10
*0
Existing 0 Spaces .� 3 Z 1O
Parking Provided ................... 1 Space/200 sf=75 Ld r p O tv
Compact Car Parking Allowed (25%) .. 16 Spaces 3 I U o
a f
Compact Car Parking Provided ....... 0 Spaces p
LANDSCAPING DATA O M a � rn
Existing VAA ....................... 0 S.F. -
Proposed VAA ....................... 44,400 S.F.
Existing & Proposed VAA ............ 44,400 S.F.
Impervious Surface Area (w/o Bldg).. 48,970 S.F.
Impervious Surface Area (w/ Bldg)... 63,790 S.F.
Proposed ISR ....................... 0.75 (Mod. High)
Total Development Impact Area ...... 84,480 S.F. 1.94 Ac.
Landscaping Required ............... 5876 S.F.
2938 S.F.(Int. & Ext
11 Trees J
18 Large Shrubs J U 27 Small Shrubs Landscaping Provided .. 6495 S.F. (Exterior) Q Z h �
3659 S.F.(Interior) — m CM
13 Deciduous Trees W M M 8
112 Shrubs /�/ M r*i
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S.R.1336
SCALE: 1" = 201
7 TUS
5 FLO
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19 O CAR
53 O PAR
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AMOUNT REQUIRED TO
LANSCAPE POND AREA
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Commoae
I VICINITY MAP NTS I
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WHITE LINE -
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! ' 1 EXISTING E-COM BUILDING 60,000 SF o N o N o 0 o a
REQ'00'D PARKING= 240 SPACES 4111111111111111111 N o►� m to t0 * N , N N o '<
! o 0 0 0 0 0 0 � � ,- Y-
1 ' N I (60,000 SF x 1 SP/200 SF.x 80%) '� V
PROV'D PARKING = 323 SPACES o W
�_ � m m n to to t n N
g' ( ROM ALTA SURV ) � Ix Of M W
RI ATE AC ES I TRACrDATA O I-
2'-6" CO C G 20 S ME T 1 *G Acreage in Total Tract ............. 1.82 AC. cc
1 50 �� Acreage to be Disturbed or Exposed . 1.94 Ac. 1'v!_,1 LL
/ 1 Acreage in Active Open or Rec. Space N/A O
IN R.O.W. C SID
NCDOT 84 .O1 zone ............................... B-1 /R Z
1 NEW TURN E O1 SAWCUT IN NEW I NEW PAINTED ARROWS Existing Use ..... .... ..... Undeveloped (Vacant) V W
p ro Proposed Use Pharmacy
.- CURB &GUTTER '
I 161.5' �� 15.5 24'
NEW PROPS TY LINE
1 Type of Units .... ._.. ..... Commercial Bldg. .. Q J
tttttttr. ttttttra ttra tttttttr• ttttttt� «tttt� tttttt� ttttttr• ar_ ttttttt� tri r_ ttr_ «ttttra r_ tttr_ r_ ttttr_ tttttttr• treta ««ttt� Density ............................ N/A
• ♦ Y Y . ♦ Y ♦ . • Y Y Y . • . Y . ♦ ♦ . ♦ Y Y ♦ Y . . ♦ . • Y . . Y . ♦ ♦ • . ,q, • Number Of Lots ..................... 3
.oa Y ". ` ♦ ♦ Y Y Y . . ♦ Y Y Y - Y Y `+ • Y Y - _ - - - �""`: GREEN AREA - Proposed Number of Lots ............ 1
•- 2 -- z >
ry .y Y Y Y j•,
" " " " "" - - - - - - `V�c3 " BERMUDA SOD UNLESS- Minimum Lot Size ................... N/A a LJ.I z
tttt ;7­t­I_T. Y Y _- OTHERWISE SPECIFIED ♦� ao Average Lot Size N/A J W O • r . 'DUTY Y • ♦
! m HC RAMP =t . •I ."Y"Y".`♦`Y 9.5'. .. 17.. o to AS HALT, Y`•� " _ _ " N ROW Setback ......................... 50' I �/�
EA. SIDE - - i'OP� ♦.""". ENTRANCE �c _ W J
" " " • r _ --- _ _ _ _ _ _ _ _ _- _ - _ _ _ `cam- _ - _ ----_ Tax Map Reference &Parcel Number .. 414-56/437818300607 ( �
" %9 I� Deed Reference: D.B. 2321, Pg. 219 1.82 ac �./
- Qs Iu�O11NTA C6N� -AN =_ - - - --- - - - - - - - - - - - - - - --_�_ - - - r_-_-_-_-_ _- H
s ISL-RAM_
--W/1-RAM_ - _ - 1iV f_ DttTl ASPHALT - - - - - - - - . - _ _ _ 2 4 BUILDING DATA
NO� A -- _ _ _ _
_-�?---_-D6�7DT_--- -- ------ -
_�r��2 _-- _ _- _ _ _-- --_ _ _ _ - _---_ - _ - - - - _ - " O PRI AT Maximum Height Allowed ............. 50'
! TURN' SIG - - - - - -_-_- - - - - -- - - - - - - - - -' - - 'ENTER - - - _ _ TIL TY Proposed Height of Building ........ 18' (1 Story)
' LisingC.B S +n --_ - --_ -__ - -__ _ - _-_ -_ - -____ ----- _�___ ____---- -- o AS ME T
�? _ Q-Y _- - - - - - - - - _ - "- -. - - - - - - -- - -- - - - - - - ExistingBuildingS.F. ............. N/A J d
op 37.45 _- - - - - -- ------ W to
Y • M Proposed Building
- -'C- - - - - - -. - r r •,: LOADIi�G<;ZQN�+::: - Y- - - - - - - - -_- P 9 S.F. ............. 19, 820 S.F. a - G
nv. In 32 SO Ar - --........ 3�£°s .,T - - - - - - O0
TPY Y �� `.`� .�' s. - - -- - -' - - - - - - '� 9 Proposed Canopy S.F. ............... 725 S.F. � Q � N
Inv. In 32.01 -- "� -_ -_ --
...... ,..• - - - - r
.... .� ♦ Y •.. N J m
Total Bldg n ota d & Canopy S.F. .... 15 45 S.F.
U .. .. 5 S. .
is
4 PY N
131.6dY 1. -
2 Inv In - W
s• Y
:S :0 .47 _________ o o z
x
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Y ♦ Y" C n u i n Materials 1
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o st ct o ate a s ..... ..... masonry Con 2.. c. Slab
F
1 n Out 3 .56 - - - tri
'� � PARKING DATA
1-6' MIN M Wo Lj
12.4 •"" ` "•;.'.' _ _ Parking Required ................... 1 Space/200 sf=75 (A 3 J 00
12'x5O' LOADING SPACE W/ _ _ _ _ " Parking Existing ................... 0 spaces o� Z
q� - -_ Y N Parking Provided ................... 70 W O
Y . Y Y " • ♦ • Y Z8' HU OPAQUE WO FENC DIAG. STRIPES ® O.C. o - - " - - - - - - ------- - - - - - - - - - - - ompact car Pa Nc to '�i M Z W
Y ; ., D MPSTER/CO CTOR V s� r_ _ �� C Parking Allowed (2s�) .. 18 spaces -u tp v o
tXi Ting " ` ` - " S ) 1 Compact Car Parking Provided 0 Spaces O m ov ' 0)
1 Exi HC RAMP w/ DETECTABLE - o I LANDSCAPING DATA
In In 32.4 WARNING SURFACE FF _ ` M Existing VAA ....................... 0 S.F.
l - rn 1
e� - - - - - Proposed VAA ....................... 41,085 S.F.
In .Out 32.2 - - --- -- - ---- - -- - ---- - I ..........
' .. . �xlSt,ng. - ,.,,. _p - - - - - - --- _� 26- _ J Existing & Proposed VAA 41, 085 S.F.
` Drop Inlet W Impervious Surface Area (w/o Bldg).. 47,203 S.F.
_ _ __
O� r 10'x70'TgI MANGLE - _ - _ _ " 5.6' o Impervious Surface Area (w/ Bldg)... 62,023 S.F.
„ " " EACH.',c��I D• .. •, r r " • Proposed ISR 0.75 (Mod. High)
M 1 Sr
" -i'n`v 32 0 - = F_ =-1- _ = Y"Y Total Development Impact Area ...... 84,480 S.F. 1.94 Ac.
EWA PROP 4' BUILDING " "- sAwcuT N NE
PROPOSED 11 x13 -
- ' Y Y`Y •Y Landscaping q red ............... 9,9
LT. DUTY ASPHALT='. - _-�- $ CURB & GUTT R Required 31 S.F.
---- -- Y" Y Y♦ " Y
' ♦ jj -- 2,466 S.F (Int. & E
Z " F.F.E. 3 .5 DRIVE- - " " `Y" BERMU SOD 10 Trees
_NJE -DRWE _ _ .�.
N 3 " J BLDG. THRU I$HRU �- -_-_- """ • " " ALL OP N AR AS 78 Shrubs -�
4820 SF = - - - - -____ _ " """"" "`•" W LANT BEDS 'Landscaping Provided ............... 5657 S.F. (Exterior)
. " " Y _ _ _ _ Q _ " Y " ♦ . Y Y Y o• INCLUDI G DRY Z M1 *
) CANOPY 725 SF DETENTION AREAS Q Z W
Q I _ ♦ Y Y O i0 NOTES: h-
1''' TOTAL 5,545 SF _ _ -- _______ . Y D ♦� 1 1
Q' OW " I -- - - _4 - ` " v O M 1. DIMENSIONS NOTED ARE FROM THE FACE OF CURB/SIDEWALK, FACE OF o
J " ` 7 - BLDG, AND CL OF STRIPE UNLESS OTHERWISE SHOWN. Z (� M '� u
U • " . 19. 25 130 T*7 A 2. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM o o .cam
HVY.- uw -ASPHALT rn Y
Y SURVEY BY PARKER & ASSOC. DATED 5/27/04 AND PROVIDED BY OWNER. W .... c
v - _ __ _-______ _ " -PRIVATE CC SS W W
IyJ Y ". . •.' Q o N 3. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE Z d
lid" . " �� - - - - M v Z 2 6 AS E E N GROVES OF TRESSPROTECTION NANDILL NOE INSTALLED AROUND CONSTRUCTIONWORKERS,OTECTED TREES OR TOOLS MATERIALS, OR Z a o
0] 3' R7-8 HC - - - - - - -
m O ' " • " " SIGN (VAN) - - - - - - - o V Tn VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. (�
LL ' •[ • • HC RAMP w DETECTAB 6 _ - - - - - ' Z
.. .. / _ - - - - _ I M ..i 4. ALL SIDEWALKS ON AND ADJACENT TO SITE TO BE FREE OF CRACKS W o
j O IO Y " Y " Y _ co WARNING SURFACE _ _ __ - TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. W -' AND DAMAGE PRIOR i
V' to C4
00
_ - - _ _ - _ _ 5. THIS SITE IS LOCATED ON THE PEDESTRIlW CIRCULATION PLAN AND (% w
' Y • THE SIDEWALK PLAN. Z
j(( 1 • + . ; - _ - - - - _ - M 6. HANDICAP RAMPS ON PERIMETER SIDEWALKS TO HAVE BATTLESHIP GREY
" " " __ - _ - - _ _ - _ ` i Y DETECTABLE SURFACE. RAMPS ADJACENT TO BLDG. TO BE RED. NEW AND Y Z Y z
Y .
7 E " Y " . " • .. R3Y . Y Y . °°L^ ! *�'•�' •� • •�•�`' �*-�-`•� _ _ _ _ _ _ - _ _ - - - - _ - - EXISTING RAMPS TO MEET CURRENT ADA STANDARDS.
le; 1=
NT > - _ 7 ELECTRONIC -
Y Y .. .Y ♦ Y Y Y W
O ' " - - - _ - - - - - - va - " N NEW AGE BOARDS.
SIGNS IT MEET CRY REQUIREMENTS FOR 09. - ~ Z
" Y Y . ♦ MESSAGE BOARDS SEE CITY ZONING ORDINANCE, SECTION 109. (n -1 �+
AC ESSIB PATH . '" " ` • Y Y r t0 12 ` ` - - - - - _ - - - - - T 8. AREAS NOTED FOR REQUIRED SIDEWALKS AND/OR TRAILS AND GREENWAYS
59 LONG. SLOPE O �O ' 1 . • . " . • . " ` . " . " • . • . - _ _ _ _ _ _ _ - -_ N N ABOVE GRADESHALL BE O(OVERHEADD FROM 6 LEARANCE.)HES BELOW TELEPHONE PEDESTALSE TO S FEET
2% CROSS ,SLOPE 9 `�r , " Y ` • " Y ` ` ` �y�j " " " " .. -� - - - - - - - -� - - N ELECTRIC TRANSFORMERS, DROP INLETS OR ANY OTHER OBSTRUCTIONS Z
p !' , ' Y • • " Y ` • ` 1::4 .: ........:. . . ... .. ..,. ..... s 5'. :. .. T _ - - -�-_ - - - �. q. SHALL BE REMOVED AND/OR RELOCATED IN ORDER TO CREATE AND/OR
_ _
r
BER . ?JDA SOD LT DUTY ASPHALT �---� . _ . - MAINTAIN THIS CLEARANCE.
sco ' • Y . Y Y ` . Y ♦ • Y _ _ ALL .OPEN AREAS. TYP ..� -_ _- - - --_-_-_- -_ _ - - - - - - - - - - - - z
Y, ♦ Y Y Y - NOT IN PLANT BEDS - - - - - - - - - - "ST ,ri
Y. -- - -------
_ _ r ,tAM
5 SIDEWALI -1 _ Y • . I LEGEND
/7777 HC :RAMP w/ :DEfECTAB 167 5... x 15 �4'� _ - - �(k1_- 25' N W P INTED S
I _ 12
'".i0.3S♦.`� c M. _-_- -_ _- - - YYYY Y Y I PROPERTY LINE 1LlJ �)
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♦ ♦ TYP.
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♦ Y • Y Y . _ Y CURB GUTTER
W •Y LA N Y ♦ ♦ r .• r Y. Y+ Y. Y Y ♦Y . Y ♦ Y' LAWN .. r . Y Y r Y Y Y Y Y. Y Y .Y..� Y Y Y Y Y M1♦ r. Y
♦ . • Y . Y . Y . . Y . . Y Y Y Y Y Y Y Y ♦ ♦ . . I LANDSCAPE AND GREEN AREA 03308
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Y Y Y ♦ ♦ r Y Y ♦ ♦ ♦ W ♦ ♦ ♦ ♦ 4 Y Y
YYY . YY.Y. Y . .Y _-_-_ _ EACH SI--------= HEAVY DUTY ASPHALT /fC!
♦ ♦ . Y Y. Y Y Y. . Y Y Y 4 Y. Y Y Y Y Y ` r Y VCJ. CLS
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9 ..' y V Y Y .WALG.Y iN i�♦ Y Y Y Y Y Y Y r Y `• . r . . Y Y . FUTURE RQ•�. ` Y . .•Y Y•Y - - - -- - . • Y . N.
I EN
Top 36.65 Y . Y . . . RYLON• SIGN- . Y Y . . Y . . . ♦ . ♦ ♦ o . . . Y Y . r: . ` . . ` - _ - - - - - . . .' I MTE 07/07/04
••� Y ♦ ♦ Y Y . Y r . . Yr' . ♦YY .`Y Y Y . Y r'� < . W Y Y `Y Y Y Y .Y -' Y YYY S
ISiV. H�.RAM sT " -_- -- - - - - - - - - - - - - -
PLACE W/N EXISTING R.O.W. Y YY. _ r - _ _ - - tea-_- 1-- :, ._;^.;.. , : •,
_ ..,._ L • NEW CONCRETE 05 N CA
.�
��'EESS "p
15"RCP __ _ _ .._� -_ _ _ _ � _-_ _ 5' SID K �a PROPOSED FINISH GRADE �O •0 '�
HC RAMP SPOT ELEVATION
EXISTING TREES (4) °' MOUNTABLE 5" CONC. MEDIAN
SIDEWALK EA. SIDE
WHITE to TO BE PROTECTED & ISLAND ISLAND W/1'RADII ALL 3 CORNERS 4zsD PROPOSED TOP OF CURB OR 19 PC,
STOP BAR --
DASHED NCDOT 852.02 TOP OF WALK SPOT ELEVATION UZ `
- WHITE - _ N _ x _ HENDERSON DRIVE EXTENSION _ 2 s E c&c - _ _ _ - _ - y •., ,,,
" S.R.
IN-R.O.W. EACH SIDE / � ���-� ® EROSION CONTROL AROUND INLETS pHICLIP N o°
----NCDOT 846.01 __j,�j jwneea•�'P
N 47 -
ENTER' REMOVE EXISTING TREE
EXISTING 60 PUBLIC ROW 'DO NOT i ' N°
a - _ _, SIGN I' <•
DOUBLE ��-
YELLOW LINE
8,400 VEHICLES PER DAY
2 OAK W SAVE EXISTING TREE
" o

wee"
Iwlew
Jacks ,Als
Commons
I VICINITY MAP NTS
146.4'
SINGLE
YELLOW LINE
DASHED
WHITE LINE -
WHITE
STOP BAR
DASHED
WHITE MINI
SKIP
IL Y U U U U U U m
J
-- - - - - - - - - - - o:
i n I �� z N cn Z W 7 W z
! I Ir I NZ w In +n cn a
0 ~
1 M I Ep p¢ Z U Z
W d� I- O U U O U W a' Y
In
----------------- 3 ZU
! ,r 6 WALK (TYP) - �� 00 0 W W W w w X Q
W a. a s V U o Z
! I I a z Li a o J
(O to to to ul N (O
{ ' EXISTING E-COM BUILDING N do\ , � 00
60,000 SF +- 0 N o N 0 0 0 a LL
I / o6 \ \ \ \ \ \ \ \ \ \
I 0 REQ D PARKING= 240 SPACES N y�.
00 (0 (0 N - N
(q I (60,000 SF x 1 SP/200 SF . x 80%) >v° 0 0 0 0 0 0 Y- U
PROV'D PARKING = 323 SPACES W
a, I g' ( ROM ALTA SURV ) a a a a a a a a o: W Zi
1 RS - ETC E S i TRACT DATA • • • • . • • a 0
! , I 2 � tG, ✓'Acreage in Total Tract ............. 1.82 AC.
2'-6" CO C G I I t
50 �� Acreage to be Disturbed or Exposed 1.99 Ac. (/�
IN R.O.W. C SIDEI Acreage in Active Open or Rec. Space N/A O
Q NCDOT 846.011 zone ............................... B-1 rrt z
/ m I Existing Use Undeveloped(Vacant) v
NEW TURN E SAWCUT IN NEW NEW PAINTED ARROWS
0\ r7� / 0D CURB &GUTTER I Proposed Use Pharmacy
161.5 �� 15.5' 24' Number of. Units .................... 1 W
! ' Type of Units Commercial Bldg. Q J
NEW PROPE TY LINE I e'
a�s>_s>, s>, s>,�����s>, s>, ���� ss>•s>_��s>_s�s>, -®- �s� Density N/A
♦ I'] �rr��•.(�( (c�� Number of Lots ..................... 3.
���� / - �• 1'Y♦Y♦'Y♦♦ Y♦'YY Y.YY♦i ♦. Y'I.YyY♦ V♦YYY+ 1`2•7'�6'`G •~`�6Y2`©6'•YYY .♦'Y♦ry♦iYY♦1YYYY Y♦Y ♦ ♦YYYY♦ Y♦ - - - -- - - ♦`Y. s
0 5♦ - `. . `. Y` _ _ _ _- - Y Y GREEN AREA - Proposed Number of Lots ............ 1 z
_ _ _ _ _ _ . 5T0� • . BERMUDA SOD UNLESS Minimum Lot Size ................... N/A W z
�2 IT
�p J , - '' . Y ♦ `. `. `. `. `. 1. LT DUTY Y Y _ _ _ Y ♦ Y OTHERWISE SPECIFIED �� ao Average Lot Size ................... N/A J /W+
! o HC RAMP - t- Y ♦�YYYrYY�Y .Y 9.5' 17 (O.. •`•` ROW Setback .......................... 50' {"L
A5 HALT
Cn '� - _ TOP ' - _ N Ownership Status Fee Sim le CD
! Ir' & SIDE
_ _ _ _ `Y`♦`Y`i`4' _ 0� _ON T _TIO 'ENT N -_-_R .. `. ♦� --_-_- - - -_ Map Book Reference ................. N/A p 3.
_ W j
Tax Map Reference & Parcel Number .. 414-56/437818300607
_.- - -- - - - - _ - - - - _ _ - _ - _ _ _ _ _ _ _ -- _ --- _ .- -- _ - - - - - ��- - - - -_ o Deed Reference: D.B. 2321, Pg. 214 1.82 ac �_ Q `CD �J
ABLE,
NO �E A cv - '--
r`--______----_-___-_--_- in =-_�_ DO�7DT-_-----v_==--_------ ...........
oso PRI T Maximum Height Allowed - 50'
TURN' SIG _ . _ _ _ _ _ _ _ __ DENIER'=- _- - _ _ _ 7 it n
_ - - - - _ - -' _ - �' TIL TY Proposed Height of Building ........ 18'(1 Story)
1 -------- - - ----------------- -- - - -_ -_-= N-- c.
( xis ng C.B `�S _ ---------------------- ------------------ --- ---------- /� Sprinkle Yes
------------- o S ME T d S (�
` Existin Buildin S.F. ... .... N A
op 37.45 _ ?�- - - - - -- ` `
c- LOf(DING=ZON Proposed Building S.F. (.:.2.. 14
nv. In 32.80 . `�� ' . �•.:'•»''::r•'"' P 9 ''� ° , 820 S.F. � . p
o:
T P > Y Y
.......... .�,1 � - -- - -. - ._ ._ _ - Pro N - 1--posed Canopy S.F. .... � - ........... 725 S.F. Inv. In 32.01 - - P PY - O J
.... 5j ............. .. ^' .. I- m
1 1 . 0 . Y :: : `. .: - - - - - - - - - Total Bldg & Canopy
2.4 Inv In 3 68 . 1 - - B PY 15,545 S.F. rn U
R ... �1 �1L L STp -- - - - N T S F -J
12.4 1 h Out 3 .56 . . - - - _ - - - - - M Materials ............. Mason / Conc. SlabLaJ Z
2.4 j . . .`.`.`♦`Y: © Y -fQ' 4Q - l6-MJFf 'n Constuction M masonry!_- Z
12.4 l Y .. . o- - M PARKING DATA Ld o N J a
,._
♦ . ♦ Y . .: _ - Parking Required 1 Space/200 sf=75 -: W
12'x50' LOADING SPACE W/ _ _ = _ 'Y Parking Existing ................... 0 Spaces .� ; Z (o
Y ♦ Y ♦ Y ♦ Y� .. ti.
•♦ 5 `' . ` - `ZF DIAG STRIPES q(',�) - -_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _N Parking Provided 70 Li o
®DUMPSTE 0 QR ® "BSI- O.C.0 a - - ♦ M �� Compact Car Parking Allowed (25%) _ 18 Spaces 3 w OI Y �I
.: = CT N _ - Compact Car Parkin Provided ....... 0 Spaces J O O
8 H OPAQUE WO C _________
R/C F �
cxl ting . ♦ 10 1_ _ =_ST P S ) z.t'( Sa I g P a o Q
115' RCP ' ♦ ` ` ; +" P w R DETECTABLE LANDSCAPING DATA
HC RAM + _ -
t O m
In In 32.4 .� Y ' ` WARNINGS FACE ti`1 I = _ - - ` ii I Existing VAA ....................... 0 S.F.
+ .' o -_- Proposed VAA .......... . 41,085 S.F.
In .Out 32.2 '•:. `Ps, ' . , � I ........... .
26^ Existing & Proposed VAA ............ 41,085 S.F.
- - - - -- - ---- - --I
l � r 'Drop inlet , . * -' � � Impervious Surface Area (w/o Bldg) .. 47,203 S.F.✓ i"
' 10 x70'T�I INGLE _ ` 5.6' Impervious Surface Area (w/ Bldg) ... 62,023
E'py EACH..�. �' Proposed ISR ....................... 0.75 (Mod. High) ! •
(�`yy�y� 5 . - Yir;� 32 as _ _
IAA SEDZ• YY > > YY`Y`Y `Y`Y SAWCUT N NE Total Development Impact Area ...... 84,480 S.F. 1.94 Ac.
• Y PROPOSED 114 x13 BUILDING _I'- - - - Y - SAWC U Landscaping Required ............... 4,931 S.F. r
W LT :DUN ASPHALT - - ` & G TT R
N Q ...:. : ....:. .. - --_- _ - ♦ . `. 2,466 S.F. (Int. & E
' Z F.F.E. 3 .5 DRIJE- DRIVE - _ ♦Y.�. Y ..` BERMU SOD 10 Trees
3 ♦ m-y' .. TH_RU rThl&11 t- - Y Y ` Y Y ♦ Y U) ALL OR N AR AS J
Y,. Y ♦ ` i .. : Wit'"„ BLDG. P 4820 SF
- _ - _ , rn PLANT BEDS IIG DRY.. • . • . • 78 Shrubs U
l` r ( ♦ ♦ Ijp' Y
t1 °Q CANOPY 725 -_ _ _ - � �J ` Y ` ` ` • 7 ` Y Y L4 Landscaping Provided . 5657 S.F. (Exterior) J
AscI Y ` . ` - (q l _ DETEN I ON AREAS Q
Z CDo
3 N ' ♦ - , - , TOTAL . 5,545 SF _= = _ -07 __ _ ` Y Y . �'�16
NOTES: - W E
W ' •` ♦ T - - - - - - - - - - `�O M 1 BLDG, SIONS AND CLOOFDARE FROM STRIPE NLE SEFACE OF OTHERWISECSHO NDEWALK, FACE OF M M R
_ (L' V • -19 25 .,. 130 = - __ _ __ M m �► Z Cr o c rn
I -HiFf- Dt1F( �Si�HALT X 2. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM m
V - -- - - -- - - SURVEY BY PARKER & ASSOC. DATED 5/27/04 AND PROVIDED BY OWNER. LL.I
:[I ' hIV TE CC SS W w
I - - - - - - - - o N 3. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE Z m
1 I m , Y Y . Y Y 3' R7-8 HC - - - - -_ -4 Z 26 AS E EN PROTECTION FENCING WILL 8E INSTALLED AROUND PROTECTED TREES OR Z o o
GROVES OF TRESS AND NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR C<
m a O ' SIGN (VAN) 6 - _ - o 10,
M VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. "V
HC RAMP w/ DETECTAB E Z
4. ALL SIDEWALKS ON AND ADJACENT TO SITE TO BE FREE OF CRACKS LL�
O ^ " , ao WARNING SURFACE Y _ _ =v _ , } vsu ('I•, �. AND DAMAGE PRIOR TO ISSUANCE OF CERTIFlCATE OF OCCUPANCY. Y LLI It
0 ` ` ` - _ 5 ON THE PEDESTRIAN CIRCULATION PLAN AND
W � . e : - - - - - - - - - .THIS SITE IS LOCATED PED °'
w
THE SIDEWALK PLAN. c5
6. HANDICAP RAMPS ON PERIMETER SIDEWALKS TO HAVE BATTLESHIP GREY
♦ - - /� - Y Y .` ` 4.0
- -- _ - _ - _ _ _ _ DETECTABLE SURFACE. RAMPS ADJACENT TO BLDG. TO BE RED. NEW AND Y Z
_ EXISTING RAMPS TO MEET CURRENT ADA STANDARDS
Y Y ♦ ♦ Y .. .. Y Y Y Y
v Y . . ` - (9 - N . NEW WALGREENS SIGNS TO MEET CITY REQUIREMENTS FOR ELECTR
• Y . • - - - - , - _ - - _ _ MESSAGE BOARDS. SEE CITY ZONING ORDINANCE, SECTION 109. (n o
Y ♦ Y Y Y 'Y ♦ ♦ Y Y ..
ADA AC ESSIBL PATH o Y ` Y ` ' , ` , ` . ` ` :�U I .lL Y Y , ` - - - - - - - - - - - - - j� 8. AREAS NOTED FOR REQUIRED SIDEWALKS AND/OR TRAILS AND GREENWAYS - 3
AAX. 5 LONG. SLOPE O 109 O ' . + ♦ .YYY • Y . ♦ - __ _ _ _ N N SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 8 FEET
f y . . - - - - _- - - - - _ - ABOVE GRADE (OVERHEAD CLEARANCE.)TELEPHONE PEDESTALS. z
AX, 2% CROSS SLOPE . ` ♦ . . �1, _ L - , _ _ _ _ _ _ - - N ELECTRIC TRANSFORMERS DROP IN OR ANY OTHER OB CTI
�� .. .. : ,_. - - - - SHALL BE REMOVED AND/OR RELOCATED IN ORDER TO CREATE AND/OR
os ' ♦ . ♦ . - BER , UDA SOD 8, ASPHALT 1 �"l _ -. _ - - - - - -- - - - - - - MAINTAIN TNis cLFARM7CE.
ALL'. AREAS.. TYP : _-_- _-_-_-_-_ - - - - - - - - - - - - - - Z U
_ 8 g LT
NOT IN PLANT BEDS . _-_- - -_ -_-_ _- I -
RUTY _
5' SIDEWALK 5.Q' MBI.. ... _ _ _ .. °�° 1.
Cn�... � o♦_ YSTO Y� .. 1 2 � 4
I �s ; : ♦ ` . ♦ ` ♦ Y Y ♦ ♦ HC RAMP w/ DEfECTABL ...:. 161 5 ... _ .. _ x 15 - - 24 ~ _ _ -20:1= - Y ♦ a5'. Y P I T D S as I LEGEND
- _ - _ N NE
..1Q.3:`•`•�m ----- --- ..Y. .Y 30.6' pSb�G NE
' P•-1 : - - -- - - - - - - - � PROPERTY LINE
� •
Y ♦ - ♦ . TOP. ----- - - � ♦ -Y•
s;;<^°° ♦ ot
DISTURBED AREA/APFSri'RI30Tf8�-
.. - - - -- - - -- '- ♦ V + ` ♦ ` Y ` ♦ Y I M • � - l-}
+ Li _ ` Y Y d TEMPORARY SILT FENCE
Y ♦ Y YY .., :: Y ♦ Y ..
1 ' �= ` sl.. YYY Y - YYYY . ♦ R25Y + ♦• SAWCUT IN NEW Lo
N .a IQ$+ - - - - - - - EXISTING CONTOUR
n , .. Y ` . ` . Y - ♦ ♦ . - - - - - - • Y ` Y • ♦ ' CURB & GUTTER y�u.•••4
Y Y [A ♦ YIJ. �I . •Y . LAWN,03308
1 O'x70- IGHT TRIANGLE
. . . Y . . . `. . . `. ♦ . . . _ . . ♦ Y Y NEW HEAVY DUTY ASPHALT
., Y
♦ Y UBLIC - Y . . . . �y ♦ Y`. .`.`.` . ♦ . - - . . .`. EACH SI DES. CLS
-� 12 TRAIL EASEMENT P
4 i
y .
. GG
..
}
1rA .1 E�yy�S L --�- LS
ornxl: ED8
sting C. . . YID" ILV,REi.. i Y '1.�Y Y Y ...Y . Y Y .YYYY `'Y Y . Y . Y . Y ♦ Y Y Y Y Y . C�.1���CY QY /1•�a . . Y . ♦ �..`.:.�.� �, .�...:� . --- - `i .. - W NEW LIGHT DUTY PAVEMENT
L V G "j Y EMENT
P Y PYLON♦ SIGN- .. . . Y ..('+- . . Y Y Y r Y Y
I$TY• W-RAM Y ` - Y `. ` YI�JF o - Y Y . . - -_ _ -' - - -- _ ` - Y . S I ,., •:.•: .. arE 07/07/04
PLACE W/ Y_as, Y _ _ } _
_ _ _ ;. :: NEW CONCRETE r`'`�N CARD
15"RCP EXISTING R.O.W. -� _ 5' SID �p�••FESS O•
PROPOSED FINISH GRADE .
HC RAMP '-{ 00 SPOT ELEVATION
WHITE EXISTING TREES (4) MOUNTABLE 5" CONC. MEDIAN 's
SIDEWALK m EA. SIDE
STOP BAR
TO BE PROTECTED & 1S D ISLAND W/1'RADII ALL 3 CORNERS PROPOSED TOP OF CURB OR
DASHED _ „ NCDOT 852.02 a7.so ID
WHITE �? x 2 -6 CONC C&G TOP OF WALK SPOT ELEVATION 0 "
_ _ _ _ _ HENDERSON DRIVE EXTENSION _ IN R.O.W_EACH SIDE SIR.1336 ® yy�:p�
-- - --NCDOT 846.C'- - - - - EROSION CONTROL AROUND INLETS PHILLIP
N EXISTING 60 SIG
PUBLIC ROW NOT
_ _ ... SIGN
DOUBLE
YELLOW LINE � ? 8,400 VEHICLES PER DAY
REMOVE EXISTING TREE
SCALE: 1" = 20' 2 OAK o C 1.1
SAVE EXISTING TREE
" OAK

W°"t"m
Boul"wrd d 0_ Q 0_ Q J J d. Y 0.. U U U U U U m
NCSR 1470 . - - - - - - Q
yv L Common -.- I Z L Z Z Z F N Ld to Q
LL12 O WM MW WM w w o LLI a v z
I
-- i U V) V U U 0 O g 0 0 0 O
Site - __ {- W 3 F F- O U U U U Z U Y
yo9 ��p� too �. - - - - - - - - - - - -
U z 0 0 0 Z _F O g w Z Vj
6 WALK (TYP) -i �% I a�aaa0UW!R0Wo-o Q
`° Ra I I �o I o Z Li o I- z
1 I to m d• d• .1• N �_ O
4z�y I i o 0 0 0 0 0 0 0 0 0 o O
\ \ \ \ \ \ \ \ \ \ \ w
y�y�f 0 Q a0 00 10 t0 mot• N �
I 1 O O O O O O . . . .
VICINITY MAP NTs I I '� 1 i _ N` 0 m 00 1, co o 14- tq N �
v
I1 I �X���X��M� WIz=
p- 1 W
o. rR 0 I-
L 20 50 V I-
�0EW CURB k GUTTER
i I s i O MATCH GRADE , rn I 1 NOTES: Q U) O
37.6 •�j I V1.�1V0 KNOWN WETLANDS EXIST WITHIN THE PROJECT LIMITS. ZTUR
z
LANE I , 37.1 pp Q Q 1 I 2. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE SITE GRADES
O PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE ENGINEER FOR Q � f
37 15 / as SDP as �_ \ 37 DA 12" CMP yA 36.7 1 niO°� -.0-L 37 2 q/ /G DIRECTION AS REQUIRED DURING. CONSTRUCTION. /Y• J
as as as --.� a as as - as as as es _ A .ash . as as , as .e . as copL ( "�� 3. ROOF DRAINAGE FROM THE PROPOSED BUILDING SHALL BE DIRECTED TO C) Q
S7 I i i i i i i i i i i i i i i
THE CATCH BASIN USING DOWNSPOUTS & ROOF DRAINS, ALL ROOF
O \ 211.66 37 DRAINAGE DRAIN TO THE REAR OF THE BUILDING. REFER TO THE z
Q In I ARCHITECTURAL PLANS AND PLUMBING PLANS FOR ROOF DRAIN "�
N q• I I / 37.1 �i F X DOWN SPOUT LOCATIONS. r W 7
SDP 37.95 \� / 38.40 CURB CUT W 4. REFER TO PLUMBING PLANS FOR THE EXACT SIZE AND LOCATION OF THE Z W L
co I 7.4 °° 7.9 \ 37'7 ��� INV. 36.60 DRY DETENTION AREA I WATER SERVICE, BACKFLOW PREVENTER, AND THE SANITARY SEWER f�Y� O�
i p� �0 I y \ , SERVICE. THE CONTRACTOR SHALL FIELD VERIFY THAT ADEQUATE FALL IS 1J�
0 35 x6� CONSTRUCTION ENTRANCE \ 37.2 W/3:1 SIDESLOPES =mr AVAILABLE FROM THE BUILDING TO THE SANITARY SEWER SERVICE OR MAIN 0
> PRIOR TO CONSTRUCTION. MAINTAIN A MIN. 10' HORIZONTAL SEPARATION OR Y
,o SS ,pRINDER PUMP 18" VERTICAL SEPARATION BETWEEN THE DOMESTIC WATER SERVICE AND < j
sa� 0 0�� TRAFFIC SEE bETAIL 37.31 SANITARY SEWER SERVICE
8 7. 5 BOLLARDS 37.8 37.21 37.5 36.7 Q FIC CONTROL Q
�s / / 37 3 7 3 CONTROL PANEL, 37 0 2 4 5 PLAN THE CAN DEVICES DURINONTRACTOR IS G CONSTRUCTION WORBLE FOR K GIN ACCORDANCEWLTH THE
NO -LE POWER SUPPLY 4 HIGH EEL R A UMIN M F �` MUTCD, NCDOT AND CITY OF JACKSONVILLE STANDARDS.
37.0 FLUSH &ALARM LIGHT
TURN' SIG � WITH BLA K OR GRE N VIN L C ATING
0 1 7.0 FOR GRINDER PUMP
A isting C.B. 36 9 I CURB CUT 37.6 AT TOP B B SURVEY BY PARKER & ASSOC. DATED 4 PROVIDED BY OWNER.
. N BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM
27.7 AND 8 W RVEY 5/27/o AND U
,•,•,•• .: ... O • • J
0 BASIN BANK. � to
�L L p 37.45 ELEV. 36.80 - .-...•-•;=><,:.:.. �.<.',.;,.�:_; :� `'. "'�:':::'.-• 37.2 7. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ANY W N
Inv. 32.80.::�;.;,.;+ 38.3 rO
\ CRACKED OR DAMAGED SIDEWALK PANELS ADJACENT TO OR ON THE SITE. - G a0
L i �`:.:
THIS INCLUDES ANY EXISTING DAMAGERD WALKS OR WALKS DAMAGED N
i 1 Q J
32.0 1 37.8 Inv. I RB`. Q W `:•: '.$,.. 10...E
p � : . DURING CONSTRUCTION. J !- m
c s ?� S In .68 > y v
T NG W
a
6 x PPI Z
s x
� pW0 Inv, t56 W � � 45 +-, =. .. :. .�: .. :,:.-., ' _ • .•..;:.;;. `� J .. 37.8 � �� 8. PROPOSED SIDEWALKS ABUTTING PARKING AREAS AND DRIVE AREAS SHALL � F- �
�0 I " s ELBOWA2 RO S "' 's SLEEVE & VALVE BE TURN DOWN IN ACCORDANCE WITH THE DETAIL ON SHEET C 4.2. W La ui v
s R ._ CoC s q I p Ot- J 00
C 9 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REMOVAL OR N m J m rn 38.1 I ',' Z
NG
RELOCATION OF ANY EX STING CP&L POWER POLES / GUY LINES AND CP&L Of y1i 3 Z t0
PLUG SIDE HOLES / 37.6 6" D.S. 6" D.S. c37.9 LIGHT POLES WITH THE OWNER AND CP&L AS REQUIRED. ANY COST W y `}
CO 38.4 ° I 3 .6 M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ASSOCIATED WITH THE REMOVAL OF CP&L POWER POLES / GUY WIRES AND Z Lim M
3 4" SEWER CONNECTION 38.0 0 37 9 , CP&L LIGHT POLES IS THE RESPONSIBILITY OF THE OWNER. 3r. -t v! U p
Existing / 379 378 TO GRINDER PUMP AT 4" D.S. NEW 6 WL I 10. ARIAS NOTED FOR REQUIRED SIDEWALKS AND/OR TRAILS AND GREENWAYS 0 m v
" c o - I SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 8 FEET
115" RCP REQUIRED GRADE (0.125 FT) d GATE A - - A
Inv. In 32.4 l 37.4 // M I ABOVE GRADE (OVERHEAD CLEARANCE.) TELEPHONE PEDESTALS,
Inv. Out 4 9 -J U> / 379 ° I 38.`' REMOV ELECTRIC TRANSFORMERS, 'DROP INLETS OR ANY OTHER OBSTRUCTIONS
EXISTI G FE I
•' Existing K :.�.: / � I - _ - - - - 2 G SHALL BE REMOVED AND/OR RELOCATED IN ORDER TO CREATE AND/OR
W �..} .. / _. J - - - - - - -J MAINTAIN THIS CLEARANCE.
37.1 Drop Inlet N 11. ALL UNAUTHORIZED CONSTRUCTION IS TO BE REMOVED AND
►O CONCRETE 6.6 Top 3 nlet w / / *Aeg'A"00"
(� INV=3 .00 CONFIGURED IN ACCORDANCE WITH THE PLANS APPROVED BY THE
FLUME Rim 36.10 I ' 37.8 CITY OF JACKSONVILLE, NORTH CAROUNA.
37. 1 Inv 32.40 O • / TAP AND METER
37 `` / PROPOSE 114'�1�0' BUILDING 6" G.V. z 66 FOR IRRIGATION
12. DRY DENTENTION AREAS TO DETAIN 1" OF RUNOFF FOR 2 TO 5 DAYS.
0 1 1 o WM 3""
N ItLw s6 F.F.E. 38.5 6" FIRE LINE F 6 6 CROSS
in a W N
BLDG. 14820 SF F� �+ - `
W ' 6s 8.3 :' ,` I V - - V 1 1 /2" METER J (�
TUR DOWN SID ALK 1 ?�` ESTIC WATER 4�' \,. i I „ Q Z o
o ' °' / 378 a� ° TOTAL 1 �545� SF 37.39 6/ o � 6 G'"' `- CROSSING PROFILES �- - 0)
/ °�/ I* /O 37.4 DRY DETENTION AREA Fife Hydrant (n o
\ `y W/3:1 SIDESLOPES 40 z (� M M
_ U s<•9 3I 38 38.0 ;� / 1 �\ �'� Finished Finished Grade
c \ I r; . d f W
Z C) 2 38.3 B° gym. INV=33.00 Grade 38 =37.5 t-
j L+1 °\ / INV=33.00 o W
W
Q I / " . ° p' 38.3 ��, �r 4' HIG STEEL 0 ALU INU F o
Li Ll] 38.1 :!*?.' < (� ra FplC z x
22 m � / 38.3 £ WITH LACK OR G EEN VINYL 1 G 36 °- � 0
0 C) a OO / N C C 8 GATE AND 8 WIDE ACCESS G TE. I 15" RCP
G / 11 \ W 38.3 n AT TO OF ASIN BANK Ld Z
J � i v0 0 0 00 �'38.1 _38. A. ,,--TURNED DOV SIDEWALK \ 38.3
37.6
37.8
s rp o REMOVE EXISTING -
is �r 12" RCP AND FES I N` FLAT
TAPER m FLUSH
O O� " H 3 .3
AA
N, 0 37.8
T I 38.3 38.3 37.8
37.35 38.3 _ s , 38.0 37.8 37..
37.2I ?93,6S 37.7 _/
38.2 °
VER eO 6 i ;8.1 �.� j
�✓ s`D 37.87 A� ISLAt 38. 37.7
°� 4S •0 37.9
9 t CURB INLET CI-1� °°� 37.6 W 37.4
�� RIM 37.1
�
I T \ CUR �,3 INLET - CONVERT INLET
INV. 34.10 38.01 RIM 37.5 TO ACCESS BOX
UNDERGROUN TRAFFIC U 121W 6"H WIND 37.5 37.95 INV, 33.80 \ M.H. RING & COVE
SIGNA BOX TO N INTO/BACI�9QE x TOP TO BE LEVEL
-,0 INV. 36.30 37.2 7 3.;° ° CURB INLET CI-2 38.1 37.5 FINISHED GRADE.
2 % REMOVE EXISTI�G
BE ROTECTED O 311 RIM 37.0 ��(� I/ 37.6 PIPE AND B0
INV. 34.00 V 7.55 " ` 38.0 INV. GP .5
�I 936 12 RCP 9 " R
y 3 37.4
�9 0� HC
ry 12' TRAIL EASEMENT PUBLIC / I RAM
• 37.3
,� I ?e • ....::. +..+ .'jl •: �:: �+' s�oe � .- (TYP
i I Exist7fig C.B. q .. .. •\
-------------- 1,Tdp-3E.fi5- _ _ I_ ,o 37.3 3 37.3 �O
TLC , Inv. 33.41 I m - O e0 O -folo - - - _ - - - o- - _ _ 37.
,, -as _ _
15"RCP ATCH `q �\N m - - -3 .00 - - 5s - - � 55 -
EXISTING U
I GRADE_ I �� o END EXISTING CONNECT NEW 4" SS NEW GUY WII o
° �� s �, " " ANCHOR POL �- 36.9 7.1
I 4 SS PIPE TO NEW 2 SS �� aaoo�
°L J sc, I s: INV. 34.43t "� o -TORCE S RV& MINIMUM-H�HT 8 � 7
51 NEW
AOy S v I q A �� o/ Yop 35.85 ACRID
o s I r (See Note 10)
_ - _ _ y� _ HENDERSON_ DRIVE EXTENSI011� . 32.28
CONNECT NEW r�4q• �5 '
TO EXIST SERVICE LINE ' EXISTING 60' PUBLIC * OW
4" RCPP s' AT REQUIRED &IE (0.125"J�24" RCP DO OT ENTER NEW
as « as as as 1� as as as cs as as ..wm. as � as ...... as ."®.,, as . as s.io as FUTURE as 100 as as as • • as . as NCDO
TOP
/lC� 8,400 VEHICLES PER DAY INV. 3
Storm Sewer �
15" RCP 34 Inv=33.00 1� W N
REMOV EX T
ING PCP Storm Sewer 0 � z
BEYON POI T 18" Min 18" Min 6 DIP
-� I Inv=33.00 32 Y Z Y o
-6" DIP Fire Line Fire Line 1
OUTLET
38.3 a ( CONTROL TO Hydrant 30 (� j o 3
37.8 STRUCTURE ♦� 6" DIP Fire Line Replace Exist. C-900 w/ 20 LF DIP cif (n �' 3
(See Detail) Center DIP on Storm Drain Crossin
To Building 9 � Z
37.7 SCALE: HORIZ. 1"=40', VERT. 1"=4' O O
------ ---- - -- - ---- - -- z
SW 1 2
R. I LEGEND
W/
DROP INLET PROPERTY LINE
RIM 35.3 .� i DISTURBED AREA/CONSTRUCTION LIMITS
' INV. 32.8 03308
_ _ I NEW ASPHALT PAVEMENT
6'x8' CONCRETE PAD I Dm CLS
FOR POWER SUPPLY 1
�G
NEW CONCRETE
)
. ,.•:. -
�•: - - - - - - - �- - I, oNvm: EDB
� I AUG ? 6 1005
eMry�
6 _ O � - - I q I - - -as- - - EXISTING CONT�4,J 2,L� � � oA1F: 07/07/04
•-- moo PROPOSED FINISH GRADE t.�`�� K DARQ "
SPOT ELEVATION .`���.✓O...... •
i i ,110' to ExistingCurb Cut
37,3 a for Driveway also PROPOSED TOP OF CURB OR
TOP OF WALK SPOT ELEVATION
EXPRESSWAY GUTTER S.R.1336 x TSF TEMPORARY SILT FENCE N
6
SS DRIVE. •, �•� �• ••�; .
SWALE
N' .:..
LL
TRAFFIC BEARING J.B. A-1 EROSION CONTROL AROUND INLETS
T # 840.34 1I _ 1
SCALE, 1 20 z" oA REMOVE EXISTING TREE C202
37.0
2.28 12" OAQ SAVE EXISTING TREE
dQ)&elf

mu.
NOTES:
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN. 1/8"R TOOLED
6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT JOINT
PARALLELING CURB OR STRUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
8. PROVIDE 1/4" PER FOOT SLOPE TOWARDS STREET FOR WALK IN
RIGHT OF WAY.
'2" EXPANSION
ONT MATERIAL
EXPANSION JOINT (E.J.)
1/4�A" DEEP w/AN
1/8 R TOOLED JOINT
CONTRACTION JOINT (C.J.)
ELM
SIDEWALK JOINT DETAILS
NTS
40d SPIKE
0.02 SLOPE 9 N
5" 22" 5"
7
BASE COURSES IU —� VHm'
SURFACE CO R
NTS
E-
FRAME AND GRATE---2C14
H-20 LOAD RATED a
in
INLET PLAN:
PLAN BASIN, FRAME AND
GRATE MAY VARY IN
NONESSENTIAL DIMENSIONS.
FRAME AND GRATE
PRECAST CONC. BASIN
W/ KNOCKOUT PANELS
4SIDES
OUTFLOW PIPE
COMPACTED SUBGRADE OR 6"
SECTION CRUSHED STONE.
DROP INLET DETAIL
NTS
15" DIA. OUTLET
INV. = 33.00
2'-6'
1'-10.5' lji�l 0'-4.5'
II 'R
1'R
11q'R '
n i O
ai
.75'L' WHERE CENTER MEDIAN CURB IS REQUIRED
GUTTER SHALL SLOPE AWAY AS SHOWN
STANDARD CURB SECTION TYPE "A"
NTS
PL
NOTE:
RING & COVER CONTACT SURFACES SHALL
BE
MACHINED
AND RIINSURE EVEN BEARING
NOTE
1. BASIN, FRAME AND GRATE MAY
VARY IN NONESSENTIAL DIMENSIONS.
4' X 4' PRECAST CONC. BASIN
W/ KNOCKOUT PANELS
ALL 4 SIDES
#4 STEEL RErR SGALV. OR ASPHALT COATED;
TACKWELDED AT 4 ,C. EACH WAY LAID
IN TOP OF BARN
ATTACH SCREEN WITH
GALV. LAG & WEDGE
ANCHORS
1/2" OPNG. GALV. OF
ALUMINUM EXPANDED
METAL SCREEN
0.75" I.D. INLET PIPE
GROUT IN PLACE
INV. = 33.00
SEWER OR
LAIN AS REQUIRED
TOP OF COVER
OTTOM OF COVER
MINIMUM WEIGHTS:
n1 LB$.
120 LEIS.
SECTION "A —A"
STANDARD MANHOLE RING & COVER
nts
SECTION ELEVATION
DETENTION POND OUTLET STRUCTURE
NTS
NOTE:
OWNER SHALL PROVIDE A PUMP TO DRAIN
DOWN THE POND AND STRUCTURE DURING
EMERGENCIES AND MAINTENANCE PERIODS.
1'-6"
1'-0" 6" 1 1/2 R
CLASS A CONC.
3"R as .3»R
a . a. Oto
4" ABC STONE ABC STONE SHALL
COMPACTED SUBGRADE i EXTEND 6" BEYOND
CURB & GUTTER
CURB SECTION
NOTE: NTS
CURB TYPE DEPENDS ON GRADES SHOWN ON GRADING
PLAN. GRADES INDICATING FALL AWAY FROM CURB SHALL
BE SPILL OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
K
CONTRACTOR SHALL PROVIDE A TEMP.
TONE SCREEN AT OUTLET ORIFICE. STONE
BE ONE FOOT HIGHER THAN ORIFICE
TOP = 37.00
IL`I� alEl°]iL�1!HciQUA7
4'-0" _
6"1 3'-0" 1 6"
3" MIN. COMPACTED STONE
CONCRETE FLUME
NTS
J-r
FRAME PLAN 3.25'
4
1.5'
0,75
37'
• 47'
R
T:71 09' 1. .6
35.5'
R
HOOD ELEVATION
0.75'
3.5'
SECTION - KK
CATCH BASIN CASTING
FOR 24' HOOD AND GRATE
SD 2-21
NOTE: USE TYPE "E","F",& "G" GRATE UNLESS
OTHERWISE INDICATED
nts
all
SECTION - RR
5'
4.63'
{i'
1' r
SECTION - PP
111 1.37'
4_D-1
SECTION - NN
N
SECTION - JJ
HYDRANT 3/4" GALVANIZED RODS --�FU
6'1 LV
' 11�lll � Ell�NO=
___HD'ORANT LUGS `�—TIE BOLTS RETAINER CLAMP
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
;Itc
MUELLER CENTURION MODEL
A 423 FIRE HYDRANT WITH
1-4 1 /2" PUMPER NOZZLE
AND 2-2 1/2" HOSE NOZZLES
AND 5 1/4" MAIN VALVE OPENING
SIDEWALK
4.
CONCRETE THRUST BLOCK
PLACED AGAINST
UNDISTURBED EARTH —
2'-0"
2"
4 GUTTER
00
M.J. LOCKED HYDRANT
ADAPTOR OR APPROVED PIPE
MIN. OF 3 CUBIC FEET OF
CRUSHED STONE FOR DRAINAGE
TYPICAL HYDRANT SETTING (SEC
to scale
ROAD SURFACE
I:�I.II
II:IC�I:IE
e - r
MINIMUM SEPARATION
I&"IFLATERAL
SEPARATION LESS
THAN 10'
FITTING
NOTE: PROVIDE BEND FOR
CONTRACTION AND
EXPANSION
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G" GATE VALVE
M.J. LOCKED HYDRANT
TEE OR TEE WITH
APPROVED PIPE
RESTRAINT
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METER TO BE
4" CLEAN OUT
SET BY CITY
BRONZE CAP
d ,1
-
03308
CORPORATION
.
COPPER METER SETTER WITH
STOP, MUELLER
ANGLE STOP AND LOCK WING
DES. CLS
H 15006 OR
3/4" PE 3406 5DR 9
(FORD V-72-82) OR MUELLER
CLS
APPROVED OR
SERVICE TUBING
E�j1 H 14008-990 1O)
CKO:
EQUAL
SUPPORT METER BOX ON G BRICKS
Dm: EDB
SUPPORT SERVICE LINE
WITH 4" SAND BEDDING.
ON TAMPED EARTH
E STONE NOT PERMITTED.
04TE 07/07/04
O
90° BEND
" °°°°
4'- I/8 BEND
C_ARo
SUPPORT SERVICE LINE ON
° UNDISTURBED SOIL
° IN LINE WYE (SERVICE SADDLE
°8 ° °° WYE MAY BE USED ONLY IF '� n
80 ° APPROVED BY THE DIRECTOR) I AI�j�G 1 y+s�
08°° 0°8 .S(LI � V 4 � �7 \1�L
oo° p�, #67 STONE APPROVED / ------
OR - _. _..
BEDDING MUST ENCASE
SERVICE CONNECTION
WATER & SEWER SERVICE CONNECTION
Not to scale
011
C401

TEMPORARY/PERMANENT
GRASS SPECIFICATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHES.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA GRASS
20% TURF FESCUE
10% CREEPING RED FESCUE
24% ANNUAL RYE GRAIN
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL HAVE GROUND COVER ESTABLISHED WITHIN 15
WORKING DAYS OF COMPLETION OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
44
UN�DIARD FABRRIICH .1
C4 )S__
—STEEL OR WOOD POST
— WIRE MESH FOR STANDARD FABRI
STANDARD OR EXTRA STRENGTH
FILTER FABRIC
DIRECTION OF WATER FLOW
ANCHOR FABRIC SKIRT
MIN. B" DEEP h 4" WIDE
NOTES:
1. SYN. FENCE FABRIC SWW. BE MIN. OF 30" IN WIDTH WITH
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 60 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLETYPE.
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND
4" IN DIAMETER. FABRIC SHALL BE FASTENED. TO
WOODEN POST WITH NOT LESS THAN %9 WIRE STAPLE
1" LONG OR TIE WIRES.
TEMPORARY SILT FENCE
NTS
6840 DUPLEX GRINDER SYSTEM
TYPICAL OUTDOOR PREPACKAGED WITH SQUARE GUIDE RAIL SYSTEM
11WBRASS
DISCONNECT FITM
1114' PVC SCH 40
PIPEAND FITTING'
SOLID
FIBERGLASS
COVER
WATER TIGHT
NEMA0143OX
IWMIN. ORPER STATE
AND LOCAL CODES
TO CONTROL PANEL-----i.
LEVEL FLOATSWITCH
ALARM FLOAT—
11/4'FEMALE NPT
CAST IRON CHECK VALVE
111r GALVANIZED —
DISCHARGE PIPE
CAST IRON RAIL —
BASE PLATE
114'PVCSUPXSUP
BALLVALVE
CAST IRON V-CLAMP
1/6' 302 STAINLESS
STEELUFnNGCABLE
STAINLESS STEEL FLOAT HOOK
3W X 1' 416 STAINLESS
STEEL PULL ROD
BRACKET CAST IANGLE AM
1114' SULK HEAD
'-DISCWIRGE FmRIG
— lire SO. GUIDE RAIL
304 STAINLESS STEEL 16 GA
�— FIBERGLASS BASIN
I
CAST B MOUNT
'OW FLOAT
�— CAST IRON LOWERSTOP
PUMP CONTROL
'OFF FLOAT
FIBERGLASS ANTFFLOTATIOIRWG
3V MIN SKIWIS
Typical Duplex System Includes:
2 2 HP 6840 Grinder Pumps
1 Name 4X Duplex Control Panel with Automatic Reversing (Not Shown)
1 Switch Assembly (3)
1 J-Box - 3 Float System
1 Fiberglass Basin, Cover, Rail Systems, Valves, Discharge Piping,
Two Stainless Steel Lifting Cables and Two 1' Pull Rods
Approximate Weight: 745lbs.
® Copyright 2004 Zoeller Co. All rights reserved.
NOTE: EQUIVALENT PRODUCT MAY BE SUBSTITUTED.
PROVIDE SHOP DRAWINGS TO ENGINEER
IN ADVANCE FOR APPROVAL.
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE ORIPLINE
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
LAYOUT FOR V
DETENTION PONDS
Ln
Res s, �21
17.7'
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12'
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N 00
a
24.6'
---{I--.6'
41
d-- N 04 ' 6, P
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7.0 v
33.
�6.3'�
24.6'
TREE PROTECTION
NTS
6" DIA. STEEL
PIPE BOLLARD
FILL WITH CONC.
EXP. JOINT
MATERIAL
SOIL OR EXP. -
JOINT MATERIAL
12" DIA.
AROUND
4"
PIPE BOLLARD DETAIL
NTS
QJ0
VEGETATED BANKS
SEE GRASS SPEC
THIS SHEET
5'-B,. OPT _
(�
;_ s� y• III , I
6" MIN.[
2'-3•
COARSE AGGREGATE-
GEOFABRIC BELOW STONE
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
CIF.
VEGETATED SWALE
N.T.S.
FILTER
FABRIC
NCDOT CLASS A OR B
EROSION CONTROL
STONE
4" TO 6" #57
STONE ON UPSTREAM
FACE
FILTER Fz
FABRIC 04
N
a
GRAVEL
SECTION A -A
STONE CHECK DAM
OVERFLOW
RUNOFF WATER
w/SEDIMENT-
SEDIMENT
K
INLET w/GRATE
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS
APPLICABLE FOR NEW AND EXISTING
DROP INLETS IN PAVED AREAS.
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MIRAFI 60OX FILTER FABRIC
SECTION A - A OR APPROVED EQUAL
NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION
ENERGY DISSIPATOR
NTS
NOTES:
1. FENCE MESH SHALL BE MINIMUM 0
32" IN WIDTH AND SHALL HAVE
A MIN1MVM OF 6 LINE WIRES
WITH 12 STAY SPACING.
2. FILTER FABRIC SHALL BE MIRIFT_____-1-1-7QrD!,
IrIL rLN" MCJI'1 WIIr1 UKIMV- "O
ING CONNECTORS. I
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3. STEEL POSTS SHALL BE 3'-6" MIN.
IN HEIGHT AND BE OF THE SELF
FASTENER i" SECTION TYPE.
SIDE VIEW
BLOCK / EROSION EROSION CONTROL AROUND INLETS
NTS
2' MIN.
19
STEEL "r" POST,
SILT FENCE-/
PLAN VIEW
FENCE EROSION CONTROL
AROUND DROP INLET
NTS
STEEL "r POST
-WIRE MESH FENCE
�-- CRIMP RING CONNECTOR
SYNTHETIC WOVEN
FILTER FABRIC
FILL SLOPE
GROUND LINE
TO ANCHOR BOTTOM DIG
IN 6" DOWN & 6" OUT
" EL "T" POST
(6 CENT E
AUG 40 5..
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FRONT VIEW
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DES. CLS
L3(D: CLS
DRw. EDB
DATE: 07/07/04
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