SW8060302_APPROVED PLANS_20060420

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWga� B"�Jf��
DOC TYPE
El CURRENT PERMIT
C�APPROVED PLANS
C.
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�%�D�%O
YYYYMMDD

m
N
W E
S
SITE
o
N
h 9one e gtvd
VICINITY MAP
NOT TO SCALE
SITE DATA
PROPETY OWNER: 1302 PROPERTIES LLP
PROJECT ADDRESS: 1302 MEDICAL CENTER DRIVE
WILMINGTON, NC 28401
TAX PARCEL ID N - - - UMBER: R06011 003 013 00Q
MAP ID NUMBER: 312610463745000
ZONING: 0&1
CAMA LAND USE CLASSIFICATION: DEVELOPED
WATERSHED WATER BODY: GREENFIELD LAKE _
CLASSIFICATION: C Sw
TOTAL SITE AREA: 55,464.0 SF (1.27f acres)
BUILDING LOT COVERAGE- MAX: 40% PROPOSED: 11.5%
DISTURBED AREA = 61,929 sf (1.42 cc)
BUILDING SETBACKS REQUIRED:
FRONT - 20 feet
REAR - 20 feet (25 feet ABUTTING RESIDENTIAL DISTRICT)
INTERIOR SIDEYARD - 10 feet (20 feet ABUTTING RESIDENTIAL DISTRICT)
CORNER LOT SIDE - 20 feet
BUILDING SETBACKS PROPOSED:
FRONT - 74 feet
REAR - 41 feet
INTERIOR SIDEYARD - 83 feet
CORNER LOT SIDE - 111 feet
BUILDING USE: MEDICAL OFFICES
CONSTUCTION TYPE: II-B
SPRINKLERS: YES
BUILDING HEIGHT: MAX 45 feet ALLOWED
PROPOSED - 2 STORIES: 39.5 feet ridge height; 26 feet eave height
BEFORE DEVELOPMENT IMPERVIOUS AREA: 25,317.5 sf -
PARKING
8,621.1 sf -- BUILDING
1,214.8 sf - SIDEWALK
35,153.4 sf - TOTAL
IMPERVIOUS SURFACE AREA: 63.38%
POST DEVELOPMENT
IMPERVIOUS AREA: 29,852 sf - PARKING
6,492 sf - BUILDING
2,477 sf - SIDEWALK
38,821 sf - TOTAL
IMPERVIOUS SURFACE AREA: 70.0%
REQUIRED PARKING SPACES: Based on Building area of 12,746 sf
MAX - 1 SPACE PER 170 sf = 75
MIN - 1 SPACE PER 250 sf = 51
PROPOSED PARKING SPACES: 68 INCLUDING 4 HANDICAP SPACES
BICYCLE PARKING REQUIRED: 5 PER FIRST 25 PARKING SPACES, 5 FOR EACH 100 THEREAFTER
BICYCLE PARKING PROVIDED: 5
LOADING SPACE: NOT REQUIRED
I �
YAUPON PLACE HOA, INC
IRVIN A & PATRICIA ROSEMAN COASTAL DENTAL ASSOCIATES
j
ZONING: 0&1 ZONING: 0&1 ZONING: 0&1 1
USE: RESIDENTIAL I 1 USE: MEDICAL OFFICE USE: MEDICAL OFFICE
I DEED BOOK 1046 DEED BOOK 1357
DEED BOOK 1301 1
DEED PAGE 1301 1 DEED PAGE 0680 DEED PAGE 0583
-
669
SSUMEDBENCHMARK
ELEV.= 50 0' TOP OF
FIRE HYDRANT NEW
D DRIVEWAY
CII VEWAOWIWILMINGTONSTM F D I(___` A! CENTER DRIVE
NEW PAVEMENT (60' PUBLIC RIGHT OF WAY) EXISTING DRIVEWAY
NEW CURB & GUTTER TO BE CLOSED
-- - - - . -
G.
TO MATCH EXiSTIN :._:::::::�•
CU
RB CUT WITH - -- ---- - -
HANDICAP RAMPS - - r J - - 7 ` _ - -,__ I- - 5' SIDEWALK
I — --.
77-77-77.
:l F
ir
R7�%k7-8D R7-8, R7-8D & VAN
184.88' ACCESSIBLE HANDICAP
u /.HANDICAP SIGNS
I WN WN WN �� WN
N WN (SED
SIGN
L. nVA 1 I� QAS
20 FRO T S BACK
}'
454sf 247sf 13 239sf
ROY L CREASY, JR & � �; =:. �:�; � Z
SHIRLEY S CREASY
ZONING: 0&1 I�
USE: MEDICAL OFFICE �I `•t.
COASTAL DENTAL ASSOCIATES
ZONING: 0&1
USE: PARKING
DEED BOOK 1357
DEED PAGE 0583
DEED BOOK 1717 I
11 WHITE PAINTED �. o „
DEED PAGE 0208 I{ 0 4 WIDE WHITE
NCDOT STANDARD 6" WIDE YELLOW
1 a'' THRU ARROWS PAINTED STRIPE o PAINTED PARKING
I : = 25" HIGH PAINTED YELLOW (N STRIPES -�
Ii X N LETTERS -"LOADING ZONE" 5 BICYCLE RACK
LANDSCAPING REQURED: 0 & I - 29,852 sf = 127*
ROY L CREASY, JR & 1
29,852 sf x.12
= 3,582 sf REQUIRED
SHIRLEY S CREASY
LANDSCAPING PROVIDED: 4,208 sf
ZONING: 0&1
ISE: MEDICAL OFFICE
STREETYARDS: Multiper 18 Max. Width 27 Min. Width 9
DEED BOOK 3042
DEED PAGE 0778
MEDICAL CENTER DRIVE (PRIMARY
FRONTAGE)
1
277.32' -48' (2-24' Driveways)
= 229.32' 229.32' x 18 = 4,128 sf
Provided: Area - 4,195 sf Width - 19 feet
YAUPON DRIVE (SECONDARY FRONTAGE) [50% required]
200.0' -24' (Driveway) = 176.0'
176' x 18 x 50% = 1584 sf
Provided: Area - 1,643 sf Width - 15 feet
1
LEGEND
-
- -
PROPERTY LINE
PAUL R & CYNTHIA MURPHY
— — 45- - - - --
EXISTING CONTOUR
1
ZONING: 0&1
PROPOSED CONTOUR
USE: MEDICAL OFFICE I
DEED BOOK 1514
PROPOSED SPOT ELEVATION 0 GRADE
DEED PAGE 0564
PROPOSED SPOT ELEVATION ® TOP OF CURB/WALK
-- - - - - - - - - - - -
EXISTING STORM DRAIN
SD SD
PROPOSED STORM DRAIN
SS
EXISTING SANITARY SEWER
SS SS
PROPOSED SANITARY SEWER
w w
EXISTING WATER
W w
PROPOSED WATER
SSFM
PROPOSED SANITARY SEINER FORCEMAIN
TSF
TEMPORARY SILT FENCE
NM€ NM€
PROPOSED NON -MUNICIPAL UTILITY EASEMENT
SYD SYD
PROPOSED STREETYARD
CRZ CRZ
CRITICAL ROOT ZONE OF TREE
TP TP
PROPOSED TREE PROTECTION
EXISTING TREE TO BE REMOVED
EXISTING TREE TO REMAIN
••••�� ��
PROPOSED WATER EASEMENT
•� AA/CL DA/CL
PROPOSED DISTURBED / CONSTRUCTION LIMITS
x TSF x x TSF *--x TSF-- -
TEMPORARY SILT FENCE
PROPOSED CONCRETE SIDEWALK
PROPOSED CURB INLET w/ EROSION CONTROL
10
PROPOSED INTERIOR LANDSCAPE ISLAND w/ S.F.
PROPOSED FOUNDATION PLANTINGS
HANDICAP ACCESSIBLE PARKING SPACE
NEW 5'LSI EWALK
0
Z
O
` )
Cal
c�
NEW CITY OF
WILMINGTON '
DRIVEWAY
3 Z 1© s.
LOADING
UNLOADING ZONE
SIGN
s - 225sf
FOUNDA
TION
N
?225s#
��' -.*f <:;" �•� - : �' PLANTING
(110 of min)
FOUNDATION PLANTING (42 sf min)
;
FF ELEV — 51.50
r.
R.,
00
Im
r
;
FOUNDATION
if •'`�
FOUNDATION PLANTING
(66 sf min)
`
PLANTING
(80 sf min}
279sf
.: ,. .. '..
229sf
_
,z " `f 494sf
II z i
Fn /\-20'x7O' VISION
CLEARANCE TRIANGLE
9.0
I /
I /
fl
I
A DE ROAC
14
■ ;
D. NOT FOUNDATION
ENTER —ONE WAY PLANTING
ONLY SIGN 0 34 sf min)
r i
,
S58'51'30"W..
30' PRIVA��_ UTILITY EASEMENT
S 'UTHEASTERN
DIt_­_YSIS CENTER
NILMINGTON
#2215
NIXON ALMKUIST PROPERTIES, LLC
ZONING: 0&1
USE: MEDICAL OFFICES
DEED BOOK 4095
DEED PAGE 0084
NIXON _. ALMKUIST PROPERTIES
DE 1137 PG, 1450
NOTE: THERE AREA NO WETLANDS ON THIS SITE
EA
279sf
.44'
NEW CITY OF WILMINGTON
STD. DRIVEWAY
JOSEPH E & BARBARA B JAMISON
I ZONING: 0&1
I USE: PARKING
i DEED BOOK 1892
DEED PAGE 0644
--------------- -- --
/
/
AWN
20'x70' VISION
T t s CLEARANCE TRIANGLE
15
Ln
ONE WAY z
ONLY SIGN
0
25' REAR
w
0
co
0
r7
BMT PROPERTIES, LLC
ZONING: 0&1
USE: MEDICAL OFFICE
DEED BOOK 4723
DEED PAGE 0458
LOT 36
WILMINGTON SURGICAL
ASSOCIATES, P.A.
# 1404
SETBACK %P1 DUMPST
277.32'
CAMERON COMPANY, LTD
ZONING: 0&1 I
USE: UTILITY EASEMENT f
DEED BOOK 1357
DEED PAGE 1408
CAMERON COMPANY LTD
ZONING: 0&1
USE: UTILITY EASEMENT
DEED BOOK 1357
DEED PAGE 1408
I
I �
Z.
LLI
v
>_ co i
1 Q�If)<(N
2
� C _j
O Q_ CLCD
I
Cl
Os���
W LL_ m
0
E 0
Ld
X
1 J�
ER W/
8' HIGH SOLID
ENCLOSURE
8' HIGH WOOD FENCE
TO ALLOW FOR
790sf DECREASE IN BUFFER
YARD
8" CHERRY -
CORNER IN TREE
JABE V HARDEE ETAL TRUSTEES
ZONING: MF-M
USE: RESIDENTIAL
DEED BOOK 1356
DEED PAGE 1386
BUSINESS PROPERTIES, INC.
e
J
J
ui
Z
O
Q �
a w
0
wy
Q O
� Y
v
O
z
w u0
Q O
o C'4
J
a
m
Illf�I �J
APPROVED" I �J
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
c�", y1)�
SCALE: 1 = 20'
0 10 20 40 60
O
O>
CL
W
W
T
0
Z
~
Z
0
Z
Uj
V
cm
V
z
W
J
a
Z
Q
Oct
z
CLW
..."
W
~
W
a
Z
O
N
M
M
J
U)LU
r
cc
c
g
C
W
J �
LOU
a5
N
Z
2
W J
O
z
0 LU
2
111Fa-a►
CLCM
Q
N
v
0)
0
z
rn �
0
a
LU
J
•
J
1 U
too
a�
Z
o) rn
�AA AAPO E
C IV, t7 u
z
a:
r-
m
D
W
vu
C
W
Z
v
IMIIIII
O
L
(L LL
o
V
W
Z
o
It
Y
W
Li 00
W N
0
U) z
n
Z
Li
i ;j
Y
'40
��AAw
C
2z
04 5
Co
aQi 3
a:
z
n
Q
05183
DES.:
JPN
CKD.:
JST
DRWN.:
DT
DATE:
1 26/06
.o' co
FR
a�
C1
J wO 61`I

N
W E
S
r ...' '-I-" l'.'.- A_:. L
G
z
Ir
-' ram{ SITE
Gl �...1
9 (,
" 117
O �.
7Q
o
Rio $' g�vd
�5 5ri'PY4rd
�4-
VICINITY MAP
NOT TO SCALE
CITY OF WILMINGTON STANDARD NOTES
1. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE
PROTECTION FENCINGWILL BE INSTALLED AROUND PROTECTED TREES OR
GROVES OF TREES AND NO CONSTRUCTION WORKERS, TOOLS, MATERIALS,
OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING.
2. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR
DRIVEWAYS ARE T CITY AND/OR NCDOT
EW 0 BE THERMOPLASTIC AND MEET /
STANDARDS.
3. ONCE STREETS ARE OPEN TO TRAFFIC, CONTACT TRAFFIC ENGINEERING
(RICHIE BROWN) TO REQUEST INSTALLATION OF TRAFFIC AND STREET NAME
SIGNS.
4. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS)
IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
5. CONTACT TOM PLATT WITH TRAFFIC ENGINEERING AT 341-7888 TO
ENSURE THAT ALL TRAFFIC SIGNAL FACILITIES AND EQUIPMENT ARE
SHOWN ON THE PLAN. CALL TRAFFIC ENGINEERING AT 341-7888 FORTY-EIGHT
HOURS PRIOR TO ANY EXCAVATION IN THE
RIGHT OF WAY.
6. ANY BROKEN OR MISSING SIDEWALK PANELS AND CURBING WILL BE REPLACED.
7. CONTACT KAREN DIXON AT 341-7888 TO DISCUSS STREET LIGHTING
OPTIONS.
8. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION
CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE SET AND ACTIVATED ON
NEW MAINS UNTIL ALL REQUIREMENTS ARE MET AND NCDENR HAS GIVEN THEIR
"FINAL APPROVAL". CALL 343-3910 FOR INFORMATION.
9. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL
APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED
PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE
DEVELOPER'S SIDE OF THE WATER METER BOX.
10. ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEM SUPPLIED
BY CITY WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO
THE CITY AND APPROVED BY USCFCCCHR OR ASSE. COMPLY WITH THE
CITY'S CROSS CONNECTION CONTROL REGULATIONS. CALL 343-3910 FOR
INFORMATION.
11. ALL SITE LIGHTING SHALL BE LOCATED AND INSTALLED SO AS NOT TO SHINE
DIRECTLY ONTO ADJACENT PREMISES. UNRESTRICTED LIGHTING IS LIMITED TO A
HEIGHT OF TEN (10) FEET AND 90- CUTOFF LIGHTING IS LIMITED TO FIFTEEN (15)
FEET.
12. MECHANICAL EQUIPMENT & TRASH RECEPTACLES WILL BE SCREENED BY
AN OPAQUE FENCE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF EXISTING UTILITIES DURING CONSTRUCTION. CALL THE NORTH CAROUNA
ONE CALL CENTER AT 1800--632-4949. CONTRACTOR IS RESPONSIBLE
FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB & GUTTER,
PAVEMENT, ETC. THAT MAY BE DAMAGED DURING CONSTRUCTION. DAMAGED
ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIP
FOUND IN THE ORIGINAL ITEM.
14, ALL UTILITIES. PUBLIC AND PRIVATE SHALL BE UNDERGROUND.
15. CONTRACTOR SHALL ADEQUATELY PROTECT EXISTING CURB INLETS
DURING CONSTRUCTION.
LEGEND
- -
PROPERTY LINE
- 45- - - - -
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION 0 GRADE
�- -+
PROPOSED SPOT ELEVATION @ TOP OF CURB/WALK
- - - - - - - - - - - -
EXISTING STORM DRAIN
SD SD
PROPOSED STORM DRAIN
ss
EXISTING SANITARY SEWER
SS SS
PROPOSED SANITARY SEWER
w w
EXISTING WATER
w w
PROPOSED WATER
SSFM
PROPOSED SANITARY SEWER FORCEMAIN
TSF
TEMPORARY SILT FENCE
NM€ NME
PROPOSED NON -MUNICIPAL UTILITY EASEMENT
SYD SYD
PROPOSED STREETYARD
CRZ CRC- ----
CRITICAL ROOT ZONE OF TREE
TP TP
PROPOSED TREE PROTECTION
EXISTING TREE TO BE REMOVED
l
EXISTING TREE TO REMAIN
•••�
PROPOSED WATER EASEMENT
DA/CL DA/CL
PROPOSED DISTURBED / CONSTRUCTION LIMITS
--x- TSF w-- --TSF x X TSF-
TEMPORARY SILT FENCE
PROPOSED CONCRETE SIDEWALK
PROPOSED CURB INLET w/ EROSION CONTROL
10
PROPOSED INTERIOR LANDSCAPE ISLAND w/ S.F.
PROPOSED FOUNDATION PLANTINGS
HANDICAP ACCESSIBLE PARKING SPACE
I
I � I
I i I
I I
I
!
ASSUMED ENCHMARK
ELEV.= 50 0' TOP OF
9.0' 24.0' 1 s7.7'
FIRE HYDRANT M ED CAL CENTER DRIVE
w - w __ w - w ' d- I.0 ,9 301 w - w - w ----_ w w - w---
r 61-' Ov -'ANI Z6`�v ='A,NI
L1-8tr -=dOl
L 8tr =d01
HAS
H WAS
FQZ
tr'8tr
I I/
=d01
S
(60' PUBL. C RIGHT OF `'JAY)
13
. - .. -
.......................................
..................
...::::....�........--- ..
...
r- -
C.
- Vim'.•
k.': f ��
411
ino
wz'
82.2'
18'
130A'
in
on, s
b
3
l-inn''
,�,i li!1 n
06
! !
I
5-
YN
-a•
36.0'
9.0'
9.0'
9.0'
8.0
9.0'
45.0' -
\�5 V
0
.`.
0
'pN
C14
o
I
0
N
4
0.
I
C
I
I
•i:
.i,
r k
U)
O
YJ
Op
Os
24.0'
':5'
20.9'
Of
,
FF ELEV =
51.50
0
C
'_
��'
pr)
I.
.
0lz
%..:
24.0'
22.6'
0
z
P_
U
N
O
to
O
Y
O
z
0
N
q
-- w -� _____ 0
13.0'
93 dnJ 1-1�fJN J J IiS!Xl
65.1'
5.0
83.1 '
o ;� = w
r 250, LO
0
l
to �
i N
I
I
0
St,- Ltr = 'ANl
HWSS
L
cv
40.0'
JAd ,,2
I
ADE ROAD
o I
e. N
'}•°'
� � A
S58'51'30"W
o)
207.4' cli
_- 15-0
TYP.
I
I -
0
0
0
0
N
w
0
n
00
0
E�
U)
LOT 36
Will-MING'TON SURGICAL
ASSOCIATES, P.A.
# 1404
.0.
8' HIGH WOOD FENCE
f m TO ALLOW FOR
of DECREASE IN BUFFER
' YARD
92.44'
277.32' 26.3' 15.5 1
-
29,9' 8" CHERRY
CORNER IN TREE
I
30' PRIVAT UTii� TY EASEMENT {
r-USINESS PROPERTIES, INC.
I I
w
I -
SC -ITHEASTER'N
DIA_YSIIS�j(�CENTER
w
jI
TO N
#2215 _z 1-0
? < Lt-7 �
tiL
4
CL
NIXON ---'-,LMKUIS_r PROPERTIES
I 0 W
DB. 1137 IDG. 1450LA ,
Le_- CL
: 0
G I
v) I
{ z
W
Ix
LL� SCALE: 1 " = 20'
0 10 20 40 60
0
.j
W
O
0
CL
W
Z
r-
d'
Z
Z
W
Go
N
aW��
J
a
I.-
-�
Z
a
W
=
CD
0
M
J
J
�
r
aE:
Q
Lu
Q.
z
z
N V
_u „t
2
O
�
IE
0 Lu
a
z
g
cc Rg°'
CL
P.
Eq
w
WLu
z
w
M
N
0
w
z a
w
() F
Z
to(0
rn rn
w
M
cr)q
t1?
W
W
ZO
z cu
u
M 4-
a EL q
V
Z
Q
W
��
/R
v
U
Z
z
>_
0
J
z
N�
Z
0
05183
DES.: JPN
CKD.: JST
DFtSNN.: RDT
DATE: 1 /2 A

m
SITE
h 117
9
P
pis AShrPYard �yvd
4-
VICINITY MAP
NOT TO SCALE
LEGEND
45— _
----.R.,,...,..-----
SD SD
SS
ss ss
w w
w w
SSFM
TSF
NMENM6
SYD SYD
CRZ -- CRZ
TP TP
•� DA/CL — DA/CL
—X X TSF X--X TSF X—TSF ----
,.
10 s
N
VVE
S
PROPERTY LINE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION 0 GRADE
PROPOSED SPOT ELEVATION 0 TOP OF CURB/WALK
EXISTING STORM DRAIN
PROPOSED STORM DRAIN
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING WATER
PROPOSED WATER
PROPOSED SANITARY SEWER FORCEMAIN
TEMPORARY SILT FENCE
PROPOSED NON -MUNICIPAL UTILITY EASEMENT
PROPOSED STREETYARD
CRITICAL ROOT ZONE OF TREE
PROPOSED TREE PROTECTION
EXISTING TREE TO BE REMOVED
EXISTING TREE TO REMAIN
PROPOSED WATER EASEMENT
PROPOSED DISTURBED / CONSTRUCTION LIMITS
TEMPORARY SILT FENCE
PROPOSED CONCRETE SIDEWALK
PROPOSED CURB INLET w/ EROSION CONTROL
PROPOSED INTERIOR LANDSCAPE ISLAND w/ S.F.
PROPOSED FOUNDATION PLANTINGS
HANDICAP ACCESSIBLE PARKING SPACE
I
! ! I
I ! I I
r
ASSUMED BENCHMARK
ELEV.= 50 0' TOP OF CONNECT NEW 12" SD TO
FIRE HYDRANT EXISTING SO BOX 0 INVERT
44.92 (FIELD VERIFY) � I E CAL CENTER DRIVE
w w �� w -- -' d'!• C „ 9 w w - w w w w w ,� — w - w w w ry
£S'8a M 8L'81>' LO'6b bL'6b^ £L'B� Ll'bS 0
—�I — 6L Lt n N! �6 -1 - AllI MATCH EXISTING � I, CV AN! ( 0' PUBLIC RIGHT OF 'JU�1Y) MATCH EXISTING
-d0i L�-8 =d01 STREET GRADE 8t'8tr =dG ,+ _ d3 d3 STREET GRADE
HA_ S H US:::.::::::::.:::.:::::::::::::..:::::::.::.:::::::::.:..::::::::::::.:::::::.:::::::.::::.:.:::.:::.:...............,...:.,.....:..........:....._............. 9�110 .3 1601NOO ON ! -
s -•-
1 T F x-TSFIFTSF�t�FT aF-iE- a�x-T !-- ar-af- s�
ram_ . �L'6b sL'sb °s sz os b"as L£ 0s
2 - ! - F �•. {� r7 '
c 9a Pvc �. r _ _ s
t r � :'• 9
BY-PASS a..., .... .. , y ..:...
"-:.:. o` eo'sb N0is0H m . A .. 9b'09
° Ma
12 FES I n0 O� 8:9`br.'.:':.. s� L£'sb ° s�° b ° zs sb fa
INV = 46. 0 - �� ° b 6b os'6b p MG 10 �`I•
8S CU IN 1 O O I
! 30' VEGET TINE' oad3 - h I
oad3 > �:'.: '..:. s3 TOP GRATE - 49.45 ah
£'nb v
,� ° 9b'6b �v::::'::'`30 INV. = 46.90
°oad3 :b':.:..'v.' \
12" FES..:::.:` 3 3 QS gi is ° s' �s ra bt i�
8'Lb ,1111 08d3 5 Y :'.=:`:oad3 >:: `- :;:> b 8
INV = 46 56 6V6b ZL'6 = b ' b R d3 .ee.e S Mao dll�l
Od e ev�S Las�.
s '8p .':'' 9 Q mo . S
! JUNCTION BOX Y L :_ : a s 5 (IS �5 ( fs ° b£' '
TO = 4 f • saes
I INV. = 46 rJrJ }III � �'.�.'
Ad nd
8L'&b ° b9'6b ° Oed3 Fj ZS ° SO ;'_, :'::::': ::' `'':•:-':•:•: `:-:.`:`:':':�:::' :: 0 12" C-900 PVC PIPE 3ed3s'os� O O
Uz'�S
IVER N I ° cn
! " I = MS d3 d3 O MS MS 0a18
12 C--90 PVC :::::6'' O.i3;::: :::'.:::'.:: =.NV. 46.7�5\ o�"os os'6� �o as '? 5r h h O. a s ' �b os ss z5
! BY—PASS' N :.■::..::..::.: °'`'' SEE"z ETAIL �s 5° S G r�s° ' L� os '� ,``L cL h �0
L 'off .: ...... : :. :.: : :. 9b °s Sj 9ti oS o d3 h ' h -I Ms gale
p 90'0 0 5 p0 SJ c� S t'£S I
n I s .:.s oo'£s �y £
— — —: a I
rn
Y
09' yS`
-- O
i
rn !
O•
:T� ' �{
i _ u
I - - •�Lb: .St.�.. fa
i
O
a
r $0
• F+r � �i
lA.r Fr`FF.. y'2
*i• O 4
O
O C.
i
I J
LLl -
O
i- �o
to R9
I I O
I d ": : :: x6 :':: CRdSS: , °: O r
I
., ,� 30N33 h 0N3 O
L L'6
- O
E .. .— s0-1
L del N030
1 G O
r 'M' r
h h 000dA0k3ci3
OL-ls �trZS
d
£6'6b
O
b d3
0
pc
1;<
p.
fp
SO .:
E
# w•
b FF ELEV 51.50
w
�. :SACK:.,' P#PE-. C.O. �'os nns�i
7 °
d3 °
_ I N
d3MS o
Ob 6 I
O Olms
E p �ed3
b s:' . .' ...'...''... S£ 09 5£'OS a oad3 O
Q a0'0s p I
I �' F d3
�. h
I h ��� :1.2::��::PEFt1=��A�'.: '`��o oad3
!JUNCTION B 1 >� '� #'::::'So.
z'� EC.
TOP — 48.$ ° _ •=- 6L 6�r83
(/y :.� •:`'. '': 3dlb1S o h
INV. = 45.65 tl O ■,':. 08d3 NO
n Q :': ..©� &b cs Ad S9 °b £9'&' 4cp 0£"OS °
"1 CURB INLET 3 3> s 99 S �p 69'
S
I TOP GRATE 48.25.'::: - Ag •35 •'.: 00
46.8 O z
INV. - ,° bs eb i?I�Ib dStf `' > _9 O ws�
9
b£" Lb 9
GRAVELLED s b ., d is
CONSTRUCTIO 1 err.g .:°::::: _ : '67
ENTRANCE.-'':::`:'::::::-. :':::`::':::� z_ �d �O Ad, 38d3 Oed3 p d3 °
BY—PASS Ad , 0 O 0b 6t ss'sb ss's� O �� �s Ado
MATCH EXISTI G C-90p p Za'6bd 3dia , 08d3 ° ° '` tis
! h ° O' ob'6b o o �'
t
:i�1FJ
Gb'so
So
Ad,
STREET GRAD
PVC PIPE
��b
3dla.�s
°� o d3 oa b
h
5s 6b
°
D� d3
d3
"
° so
2" C-900 PVC PIP
d3
A
L"6b
°
oad3Xsj
zs'6v
IL'i5
°
oz zS
:
SJ 4j
zozsh•�• so'zs
e
L
�'"�.�
9 b £9'81� LL'8-r
oad3 0
n °
bZ'
2ll5 .
6b ov °
8£'os
d3°
�p
� 99'8b
8d3
� 'b
S�
so
`SZ{
.� ..
ICURB INLET
#2
r
b�
•
:'
U7
8d3
L'8b
�
3
o
d3
0
99
°d3
o8'tS
°
ITOP GRATE
48.1
��'
' '��
,. 'y.
08d3
g
,INV. - 46.90
L II C
—
D
CL �
mml d3 QODOd�
A/ CCU
OOd3 d g�lH�
L .r■� DA
A
I
S6'Sb
hp
/
L$"6b z9 sb ss'sb
O
�
i�
-
�• ,�O
DIVERSIO INLET 1
��• 10
�O
� p0
---'A N I
I
Dc
so d3
�'£ bb
TOP GRA = 48.70
�
h
rL'
h
I
SL � 9_� _ dGl
{
II
�1
so
oS'gb
INV. = 46.75
so °
ss s fiz'as
HVNSS
(SEE DETAIL)
SZ'6t
s f"os °
89'as
I
30 PRIVATE UTILITY
EASEMENT
i
d3
d3
d3
9z'Sb
d3
L_Sb
d3
s9'8v
_ —
— —
NtJlivis I
L9'9b
d�
b9'Lb
I
!! I
ADROAD
pale,
8s'Lb
JQ18
b I n-
LLJ
SOUTHEASTEJN
w
,
DIALYSIS CEr,µ'_R
U
WILMING T C`"_
i
#2215
ZLn�N
I d
O Q
CL
C)
NIXON - ALMKUIS-PROPERTIES
I o
DB. 1137 P., 1450
w
.
i LL_ •
> O
Q
U
O
W
x
i LJ
LUU :)0
I
T �
�IILMIf��G . 0�� �U(�GI��AL
ASSOCIATES, P.A.
# "140 4
HIGH WOOD FENCE
TO ALLOW FOR
DECREASE IN BUFFER
YARD
Ad.
zb�s — � -
I BUSINESS ~ROPER F IES, INC.
I
SCALE: 1 " = 20'
- 0 10 20 40 60
J
�0
Z
F
P
a_
--d
Z
Q
U
W
0
u)Yrtrt
W
Y
j
O
E
u
I.R..
Z11..II��
0
fa
0
040
®
li
_j
m
W
off
n
w
0
0
Q
=
CL
Z
w
Z
Wra
r
0
Q
Z
Z
N
W
(Wj
CU
rr
N
Z
aU
Z
O
cl
W
=
©
W
0
Q
Z
0
N
M
2
V
U)
,r
i
o �
Q
CIL P.
J z
J �
Z
_ v'
VIP
W J
O
L
r
z
0 N
Lu
a g
Nrd•a
Z"
3
.. W
tt!
� C
fl1 u
� W
O
z ac5�
W
Z
co co
-
w
♦/�
PO�
M -it
O
U
O O
r e^
W
ate+
W
z
0
CL
o
�—
Z
Q
W
w co
�.
IIr
U
z
Z
�z
_y_o
J
�z
N�
J
rA
rn 3
Z
0
05183
DES.: JPN
CKD.: JST
DRwN.: ROT
DATE: 1 /26/06
?•i1C� CAS
-J't 1966 ,a -co
6
C 3
r� ..i'.. 7r•w i 7 -TT TT— .. —l� 'i' Y!'rls�e f, T'i'Y' f:
S; �'� i ..� i' f11 r 1 �i, 'yf {+t' .,�. ;,'t,.• � �; Y, •
y' I ti I •r i I a r J 1 j �I, '.�' RF 1 ( i- ,1
i f':

A. ! I
}
m
W E
S
SITE
21
Ot G N y
4y5 !r it /
3 0
ItR ¢ SYNPY°'�d a1�d
S
ca
VICINITY MAP
NOT TO SCALE
Utility Notes:
1. EXISTING WATER AND SANITARY SEWER SERVICES ARE
CURRENTLY AVAILABLE TO THE SITE FROM PUBLIC
SYSTEMS. WATER SERVICE WILL BE BY CITY OF
WILMINGTON. SEWER SERVICE WILL BE BY CITY OF
WILMINGTON.
2. ALL UTILITY SERVICES, SUCH AS ELECTRIC POWER,
CATV, GAS & TELEPHONE SHALL BE INSTALLED
UNDERGROUND.
3. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON
CROSS CONNECTION CONTROL REQUIREMENTS. WATER
METER(S) CANNOT BE SET AND ACTIVATED ON NEW
MAINS UNTIL ALL REQUIREMENTS ARE MET. CALL
343-3910 FOR INFORMATION.
4. WATER SERVICES CAN NOT BE ACTIVATED ON NEW WATER
MAINS UNTIL THE ENGINEER'S CERTIFICATION AND
APPLICANTS'S CERTIFICATION HAVE BEEN PROVIDED AND
N.C.D.E.N.R. HAS ISSUED "FINAL APPROVAL"
5. IF CONTRACTOR DESIRES CITY WATER FOR
CONSTRUCTION, HE SHALL APPLY IN ADVANCE FOR THIS
SERVICE AND MUST PROVIDE A REDUCED PRESSURE
ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE
DEVELOPER'S SIDE OF THE WATER METER BOX.
6. ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION
SYSTEM SUPPLIED BY CITY WATER SHALL HAVE A
BACKFLOW PREVENTION DEVICE ACCEPTABLE TO THE
CITY AND APPROVED BY USCFCCCHR OR ASSE. COMPLY
WITH THE CITY'S CROSS CONNECTION CONTROL
REGULATIONS. CALL 343--•3910 FOR INFORMATION.
7. WHEN PVC MAINS AND SERVICES ARE PROPOSED, THE PIPES
ARE TO BE MARKED WITH NO. 10 INSULATED COPPER WIRE
INSTALLED THE ENTIRE LENGTH AND STRAPPED TO THE PIPE
WITH DUCT TAPE. THE INSULATED WIRE IS TO BE STRIPPED
TO BARE WIRE AND SECURED TO ALL VALVES AND FITTINGS.
THIS WIRE IS TO BE ACCESSIBLE IN ALL VALVE AND METER
BOXES FOR FUTURE LOCATION OF FACILITIES.
8. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND
PROTECTION OR EXISTING UTILITIES DURING CONSTRUCTION.
CALL THE NORTH CAROLINA ONE GALL CENTER AT
1-800-632--4949. CONTRACTOR IS RESPONSIBLE FOR THE
REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB & GUTTER,
PAVEMENT, ETC. THAT MAY BE BE DAMAGED DURING
CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT
LEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL
ITEM.
9. HYDRANTS SHALL BE LOCATED NO FURTHER THAN 8 FEET
FROM THE CURB.
10. STORMWATER MANAGEMENT TO BE PROVIDED BY EXISTING
POND.
LEGEND
45-- --
SD SD
ss
ss SS
w w
W W
SSFMI
TSF
NM€ NM€
SYD SYD
CRZ- CRZ
TP TP
X.
DA/CL DA/CL
— - TSF x--m TSF THE - TSF —
0
PROPERTY LINE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION O GRADE
PROPOSED SPOT ELEVATION O TOP OF CURB/WALK
EXISTING STORM DRAIN
PROPOSED STORM DRAIN
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING WATER
PROPOSED WATER
PROPOSED SANITARY SEWER FORCEMAIN
TEMPORARY SILT FENCE
PROPOSED NON -MUNICIPAL UTILITY EASEMENT
PROPOSED STREETYARD
CRITICAL ROOT ZONE OF TREE
PROPOSED TREE PROTECTION
EXISTING TREE TO BE REMOVED
EXISTING TREE TO REMAIN
PROPOSED WATER EASEMENT
PROPOSED DISTURBED / CONSTRUCTION LIMITS
TEMPORARY SILT FENCE
PROPOSED CONCRETE SIDEWALK
PROPOSED CURB INLET w/ EROSION CONTROL
PROPOSED INTERIOR LANDSCAPE ISLAND w/ S.F.
PROPOSED FOUNDATION PLANTINGS
HANDICAP ACCESSIBLE PARKING SPACE
i � !
ASSUMEDBENCHMARK
ELEV.= 50 0' TOP OF
FIRE HYDRANT
W W - — W W 'd'i'0
6L- [t ='ANI
3 lZ'81� =-d01- �wet -dot_
HVNSS— HINSS
d ' 1 ' C 4 2
Ino;
ones(
l-inVA �t
� o
r
I
O�
nrn
6"x6" TAPPING Q
SLEEVE & 6" GATEI 0
VALVE
- - -- t
1 I
— CA d ,, 8 -� - -- —
I
30' PRIVATE UTILITY = ASEMENT
I SUUTHEAS -1 N
I j DIALYSIS CENTER
I WIL.MINCTD,N
#221 5
NHYr)P\l — Al A/14C1 HQT -Rr1PF PTI7C
4
1
Z=i3 `5 uD'ldw
Nv EDICAI__ CENTER, DRIVE
W — W _ W 1�! - W - - - W ----- W W — 1„ 1 - w
Z G'!�t = ANi (60' PUBLIC BIGHT OF WAY) NEw 1"
cif
LJ
I—
z
w
C.�
u1
z�CCN
d`n<�
��-j,'
0 <
U LL
0
IN
WATER SERVICE. VERIFY EXISTING METER SERVICE SIZE
AND THAT IT CONFORMS TO THE CITY CROSS CONNECTION
CONTROL REGULATIONS.
LOT 36
WILMING OON SURD#CAI_
ASSOCIATES, P.A.
# 1404
8' HIGH WOOD FENCE
TO ALLOW FOR
DECREASE IN BUFFER
YARD
BUSINES PROVE RTIE, INC.
I
I
I
L
SCALE: 1 " = 20'
0 10 20 40 60
0
O
O>
a
W
W
o
Z
Z
Z
W
N
u
aW
�
z
a
a
'
W
=
LV
H
C)
J
Z
�
O
NO
�.
Zj
—
M
ch
M
w
a�
0
a c,
J W Z
N 8 Z
W J 0
V C3
M w
0 24
Lu
o T
C
a
3
W uj
za0M
O
J �
to to
dle Z
� pi)PO E
co C U
Z
a:
oo
w
r
w
z
O v
X
06
CL LL 0
V
W
Y
W
��
°°
N
iv
v
� Z
V
ZY
Y
�
O
w
co
2Z
N 3
or
Z
0
Q
05183
DES.: JPN
CKD.: JST
DRWN.: RDT
DATE: 1 /2 06
I .zy�CN CAS ..
C4
► r I i i I .i; . • r 7.7
is ; i' .�.,/� .''i''} .i` .1 _r',_.'..f :� •I: �� tJi �'�'T+�� 1 7 I �� `- ?—� �I' { i rT —T k.•. —
�_ .,1•'��;, ''} t 7� �:�, i L � ti i', [- � � �, I� Y. �.�, t� I.� �. .1 '� .4��If`' i�:l;���,�y:
Y''�� '1 � � .'}i-` � � :: i r r. rf r1 :i. S s:i � i t � },. � .i •i. � !�j � ei

}
m
N
W E
S
/ SITE
zf
Go
0
rs SN+?yo
P4
VICINITY MAP
NOT TO SCALE
Existing Tree
k j/ - �' Dripline
r
3 Minimum Stake
Height Above Grade
Protective Barrier
—�r- t
V
METHOD OF TREE PROTECTION NTS
CLEARLY mark the trees to be saved prior to construction and
erect a protective barrier at the dripline.
Dripline-The area of soil directly beneath the tree extending out
to the tips of the outermost branches.
LEGEND
PROPERTY LINE
-- — �- - - -- -
EXISTING CONTOUR
dw
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION 0 GRADE
PROPOSED SPOT ELEVATION ® TOP OF CURB/WALK
- - - - - - - - - - - -
EXISTING STORM DRAIN
SD SD
PROPOSED STORM DRAIN
SS
EXISTING SANITARY SEWER
_SS SS
PROPOSED SANITARY SEWER
w w
EXISTING WATER
lol w
PROPOSED WATER
SSFM
PROPOSED SANITARY SEWER FORCEMAIN
TSF
TEMPORARY SILT FENCE
NME NME
PROPOSED NON -MUNICIPAL UTILITY EASEMENT
SYD SYD
PROPOSED STREETYARD
CR= CRZ—
CRITICAL ROOT ZONE OF TREE
TP TP
PROPOSED TREE PROTECTION
EXISTING TREE TO BE REMOVED
EXISTING TREE TO REMAIN
,.�EE� _ �..,.� �••*�
PROPOSED WATER EASEMENT
DA/CL DA/CL
PROPOSED DISTURBED / CONSTRUCTION LIMITS
-- --TSF x x -TSF x x TSF —
TEMPORARY SILT FENCE
F. `� �
PROPOSED CONCRETE SIDEWALK
®
PROPOSED CURB INLET w/ EROSION CONTROL
1 s
PROPOSED INTERIOR LANDSCAPE ISLAND W/ S.F.
PROPOSED FOUNDATION PLANTINGS
HANDICAP ACCESSIBLE PARKING SPACE
!
\-ASSUMED ENCHMARK
ELEV.= 50 0' TOP OF
FIRE HYDRANT
I
I
i I
! I I
I I !
!
MEDICAL CENTER DRNE
(60' PUBLIC RIGHT OF WAY)
�..
-:..
18
Z, Vt
wda i
IT
iinVA ! i
hli-1I.1��
O
Z
I
—�
O
Fri
i0
Z
:s
m
I
�
II
I
1
!I
Ii
I
i
f
f
I
I
1
ADE ROAD
►.q
o
t�.
11 2.44' III T
o
_
3d3�f0„ E
�
C4
—
OOOMO„Z
3NId1 i AV
3 13�i0 £
.
5
3d3Zl0
rtr p00Ni0x
)IVoM„ 5
r�
'
r
GI'V a3J L' a�J
1•" •�"
1 •r•.f..Y�.Rk
}}[per](
y '
••f:
Ub Z
x x
.•[' ':/' +';'.J
(100ma C.
.'•
NVQMxL
"''
3NIdl),)Ma.<6
S,
3N 3„ci
-
FF ELEV
51.50
M
3NI "6 -
00
V
im
3d380„z
-
dvc�a„
3dn
�ti2f3H0„�
i*
3hJfd Il„ I. -� I
F- J
I ykVQM, 6
F
I
hd t Z!
k
U
R
G
c
R
O_GR
0
0
N LOT 36
vaM„s WILMINGTON SURGICAL
4 ASSOCIATES, P.A.
i # 1404
h'di33 xbj
d3do�z
1,2i�1 a71M„9 .
V030,.1' OOMO„ti
3N1 19 AV08,1z
MIX r-1Idnv! It NO.M,.�
ANI
TP
Izr" a S58'51'30"W ��ao o,=z 277.32' aooMa NvoNr„z -
s ` 3NId ZI 8" CHERRY
.89 CORNER IN TREE
I
30' PRIVATE UTILITY=ASEMENT I
I BUSINESS FPOIDERTIES, INC.
I
w
SOUTHEASTERfJ
DIALYSIS CENTER � I
WILMINGT&",
#2215 I � Ln I
i < Ln <
Q_
I
NIXON -- ALMKUIST PROPERTIES I o 0 rn I
DB. 1137 PC-1. ` 450 M
O I
I
LIJ i
I x
w
" f
SCALE: 1 " = 20'
0 10 20 40 60
z z
0
ff -S
w
le
Lj
p 0
W N
a cr_
f�
0
z
0
n c�
0
as
9-
0
O
0
�
=
0
a
W
W
O
Z
Z
W
N
V
Z
W
0
aN4
J
Z
a
_
o
DE.
w
o
P
=
W
0
W
N
a
ono
M
J
+LU
7
G
I
J Z Z
{L/
� J o�
� U �
Lr
CLW;�
_!
a o+
12
ra
1
W
r f!j
w i!1
��
o
W
3
O
z a U
lu-i
VLOa
Z
rn 0)
Ni 17
E
coa:
rti
0 0
r r
CJ�
W
�vY
Uj
LLI
z
Z
0
(L Lr_
O
r�
V
Z
o
W
tz
w�
U
jR
1.j
Z
tzi z
_
�0
J
Nco
Z
Q
05183
DES.: JPN
CKD.: JST
DRWN.: RDT
DATE: 1 /26/06
1 ' t .� .}�..{s .'.l' . ... y r... n l - :s ,r rf�: ri.f {: - r't s u•a ,.�e i.: ii Efii�{.i� 7 ��4 r ,i.. fir..
'�. ! .. �, . r „ , s '�� f r . •r,i ,r' 1 r r,"Y • E: �.,� �uZ'1�1'Sr .1 � ��"17'i hf°.•7+ ��l�IF '�' d"i f

� .r-,•� ,i �r 1 i�,1 it � � i } �. ,�'�.Ii r 1'1 �'i _� �• , •; '`. � .. i �,.i +' � r'.. +,r!��' I I �' '� �
93
r901V L --Ava
isr a�
Ndr
ES L50
0�
Z
� N
C
17,rY+_
Jr
-7
z
Z
C
Z
0
n
a!/
N m
00
m
0
j
Z
m
_0
!
go
_
o
A
Z
m
-�
to �
CD
O O
m
z
n
O
-P -0,
YI
I
°' °'
iiiiiiii
01 (A
nZ
r
r
-'4n)Ph
zz
Z
m
m
m
�s�ppi
m
m
1
9
i
m
m
z
n
m
p
r
Z
M
r
in
a
O
a
�
c
m
w..w
to
0
CD
r
0
Z
v
m
Z
z
V
n
a
C
Z
r
m
Z
0
M
N
m
Z
z
0
c
m
Z
M
m
0
M
r
^0
2
0
r'
o
CA m
z
0
c o
N 0
rri
z z
n
r
09 Op GE OT 0
,0Z = l :3WOS
IOHS ON cNo
= SO
IN3W3AVd
= Ad
H1nOS 1138
= S8
X08 31AVA
=
31OHNVV4 NIV80 NNO1S
= HVVOS
31OHNVV4 NIV?J0 V4801S
= 0
1WJGAH 38IJ
= J*
IViS303d AI 318VO
= 10
310HNVV4 N3M3S ANVIINVS
= HNSS
31OHNVV4 ?13MM k8VIINVS
= SQ
131NI d080
=
N313h b31VM
=�
0313OVI SV 33HI
=
310d 83MOd
=�
310d IHO11
=
31411N]IIN30
=�
3dld N08I ONIISIX3
=0
3dld N081 13S
=0
1N3hinNON ONIISIX3
= o
ON3O33
r1--1
x
z
U)
0
O
> Z'
J > >
(T1 j
C7
m
z
--1
ONI `Sllli�]Id06d SS3NiSno
O �tr 1 ' 9 d L� L L '90
S]I_LN dO�dd isln>wiv - NOXIN
BLDG
Ovo�]
52.13
BLDG
47.64
EP
-- 48.65 48.7€ 49.25 48.63 EP
Ep EP EP
1NANISa __� )dRin 7UVN�Jd ,0N - -r 8" PVC -
50 68 0 50.15 0 49.20 0
GS.55�
0 r c 0 50.29 GS 44 oe GS
GS 48
INV.- 41.45J
I
33N1 NI 2J]N�100
), 1M HO „8
49.00 5,84 EP3O�GS50
° GS 12LLPINE
�A 1.94
4'DWOOD 2"DWOOD GSm 02, I,C�' gs' 49.65 49.62 EPSC i2LLP44E
,Z� LLZ a EP Ep EPBC EPGC}OD
48 95
EPGOOD EPBC
Ell
11
tot L
•V'd `SILVIDOSSV
IV310('�nS NOlONIWOM
9lz__� 10-1
50.37
BC
TOP= 50_ 41
!NV_ 47.49
5e.82
CL
� 1"ROAK y 5'LLPINE 12"LLPINE 4 68
53.42 '.il y ° G$ 56 5140 FENCE 2' DWOOD ° GS 79 5 1"DWOOD ° 4968 E BC
,y, 0.4°4 49.4$
0 PV 3"ROAK 13"LLPINE it V EP GS EP GS' ,SS�
2'ROAK 3 WOAK 1"CHERRYLADREL
7"WpAk Q 51.66 D.1
�gy 2"P,OAK o 51. EP 5"LLPINE 4 0 CS C5 CS11�1S q.3
4F3 GS EPBC I E BC
52.05 T6"WOAK GS 4"DW000h"CEDAR 1
51.66 3"DWOOD 5038 I EP
1 r
O 7.34 i
47.78 { i '
DW I
d �
EP 47.98
52.08 a 52.02 - I fi"WILDCHERRY G50 49.52 E 1 STRIPE I _L EPDW
GS o GS 52,20 51.79 EPBC 1 1 I EPBC 2"CREPE �
1 ! I 49.80 EPBC W �.
EP EP 49.55 149.40 1 f 49.15 1 I STRIPE Li LLJ
1"ROAK 51 88 4 50.26 EPBC ° STRIPE PV 049.82 O
051.88
PY 51.4 � . j 49. EPBC 956 49-40� '- --- -W- PV - -� �., _. _ I v
1"WHiTfBAY EP t~r7 EPBC 0PV 49.32 8 P'�
o49.4z p49.2s pROP INLET 0449,23 - DROP INLET Pv 4a o �
£SEA N PV PV
53.37 3"WOAK TQP- 49. O TOP = 47.9 EP 47.97 47.34
°Pv 52.07 ASPHALT PARKING INV.IN= 46.10 48.34 cw
3"LOAK 0 GS 4"i LPINE EP �@',. h7.49
I N V. =- 4 7.40 4$.9 � BC
GU,1 :� - INV.OUT= 45.92 CS 4 0yy�91
C TdE GS
-+ 052.41 49.66 a9.69 STRIPE 48,66 0 -
53.2a GS Q 6"CHERRYLAUREL "CEDAR 049
0 GS O Pv 0 49.68 ° PV o 4 08 �1 1
53.43 00 d 5D 0 EPBC 4 .68 ( PV 98 1 I I [ BC I
a9.83 PV 47.49
P BLDG 0 S! i �1
52.17 F- S RIPE t
PV
1 1 r 3"C EPE M
O 14"LLPINE EP Q {� EPBC � 49.99 I I
a9,23 4 .33
52.42 BLDG = 0 51.88 2"CREPE I I CS C
4"WILDCHERRY GS 51.53 PV 4"CEDAR EPBC I I l
° STGB 51.45 ?"CREPE 49.14 4 47.9 ^ -�
DE 8 P E 49.19 TOE GS
K � E
STORAGE 49:81 50.00 L:,...., � �- -� ! ! 9 7 EP C� I 0 C) �� 1
EPBC "' 50.59 W 47.54
N I EPBC 50.39 0.35 1 VAC WCRAMP �, •I B' -0
50.53 SW EPBC 50.
4"WILDCHERR'l UI SWTC - S T O P 49.87HV C50.12 C
51.29 51.60 CL 11"LLPINE 50.03 49.95 EP HV 6 V 76 c r
4 .4 o P A P ,
STORAGE STGBLDG � 50.4p 9Sy�P EP T03
1"DWOOD < c 43.2' TGSW �4 2 a STO FSD.21 150. 45 RAN! / / Y 0 A REPE M
r-
Qv
53.08 1 "REDOAK (l,t 9"LLPINE . / -- 1
Ir
GS a �y
0 51 98 � i;.� / 47.55
7"ROAK 1 _ 5 K P1% 2"DWOOD (� 8C I =
�TYB 5E. 72 34 L4- 57.84 10"LLPINE � ❑
1.96 48.02
49.93 SQ.12 rn 52.36 T ! T1 'S TOE G5 1 -�
5"WOAIC 5"DWOOD U 52,45 P 51.70 EpgC EPBC C STOOP 1- J T 0 R Y MASONRY 4"CFDAR _ n 3" REPE M O
51.55 DECK 9"OWOOD EP 1 D"LLPINE A BUILDING {- / I �
BLDG r7 Sn.." f_" � 1
N 51.05 52.441 WDG F49.17 ENCE # 1302 4"CEDAR _ 1 C�--
O/� pp'� J 1 0. 0 10"LLPINE / F. F. = 52.95 1 0 Be 72I I D rn�
0 1 --STORY" BRICK CX ! 7"WOAK ❑ 4"CfnAR 47.96
`3.31' j 51.46 TOE GS
GS o 52.8; FRAME BUILDING � EP e N i Lin
0 4"CEDAR I Cc)
I �i
GS 3"QWQOD 50.03
# 1 310 51.64 EPBC 46.42 � 0 I I f
EP [i`f+ BLDG 3"CEDAR 3-CEDAR 3"CEDAR 3"CEDAR f 0�
2"WORK , F.F. _ 58.9 2'DWOOD 49.84 Sp,47 , r / ♦ i ' �r ' 1 �[�, O i I
5"WOAK EPBC-LLl1�: 1��1 I j w I
1�-1 2"DWOOD 50.09 �� / / 1 49.69 3"C�fPE M j
I 14"LLPINE 51.6 > 4"LLPINE EP 3"CREPE 3°CREPE SW I BC 81 I LLI
PORCH DW 4'LLPIN£ 50.46 -49.90 I ° I 0
10"WOAK 0 I]_ 51 WOAK 54LLPINE SW PORCH 148.12 !
53.6 53.00 L 51.90 o DWs" 3"CREPE 3"CP.EPE S TOE. GS
G5 GS BLDG 5"LLPINE 50.05 49.97
53.18 52 56 , 4 WOAK EP 5046 5046 SIDEWALK 50.37 Ep
BLDG 13"LLP1Nf SW 1- 0 49,87 5D 47 SW SIDEWALK SW EP 4924 c)
053.71 52.53 A K Q 2"DWOOD 50.7 EPBC SW 50.01 49.90 SD.40 50.51 5D.24 Sw72 r}` I S N
BLDG SW Sti 47 Sw 15 Sw4 = 0 SIG ' Ep EP 5W L 47.86 I 1
O 1"CREP EP 22 SW EP ° 50.30 --EPBC O S 2 BC
°GS.2s cn Q EPBC? Pr ASPHALT PARKING 3"C2LPE M
Q EPBC
GS 53.20
0 a 52.44 �' 3"CHERRY EPBC 0 49.64 049.78 0" ' PS 94 - 48.05 I
GS 49.69 PV PV - ! GS
GS °PV DROP -INLET DROP INLET 0�I49.78 I'
G1,92
a I
TOP­49.15 TOP= 48.45 �- I I s1 ai.ss I I
GS °51.34 51,00 ASPHALT PARKING IN 46.50 °PV79 49,68 IINV.= 45.40 BC
GS OW PV EPBBC 448.29 i
50J 49.66 49,42
4964
52.89 DW 50.34 49.82 EPBC EPBC 49.66 EPBC EPBC 49.SD 49. 49.72 EPEIC I CL
GS o 0 51.7-: ° 51.18 EPBC 1 I EPBC G5 EPE3C I UTILITY I ° 47.a6 �
I GS o GS 35 51 I 49.64 I I I 49.48 3"CP.EPt EPBC C i 49 32 VA �� LT
I EPBC { # i EPB EPBC EPBC I aaB FHOlY 1 1 1
SEPBCCC7E
7�624
EPBCN488.66
.49
049.24 r
48.77 E B 8.5 EPB
wg1
49.74 I EPBC 49,3$
2"D WOOD 4PBC
Epee i EPBC „ I
3" LY -- - �__- "-4- �-•_ 8 PVC
3"CREPE 49.30 a 49.a6° I 49.17
aW
EPBC Epb 49.66
GS
-- - �-- - S
o 3"CREPE M
4B$'06 � TL B
48.11 , OUT
---
ADM
' E
TOP T 4 .26
49.92
y •� C
1
° 49.69 G5 0 49.37 GS 8 6 EPBC
2"DWOOD o 5Q.45 GS HCSfGN
EPB 0
49.68 3"CREPE M
GS ,
BC �`
/,
I N V. I N = 5.80
Dyv
GS EF C
®
47.97,//
V. U T=
-
�� �� r •rs
��
BC I, I�
i I V V
0 6 50.01 ' 49.78 Zc•LLZ ��, lS.BSI 4RS7G
GS WAI Be I I U ] 49.94 SIGN ` �� M SIGN CONCRETE
5D.34 50.25 5o.1s '0.08 ` ac 79 O I '4 a�9.7a 4s 5/ i DRIVE 48.21 �sBC�'/
�_ GS -- --- - W , 49.69 48.84 Fp -
_ 49:�3- _». _ _-.,. _.__- _ _...J/ _- _-. ..__�?f _ p" D.I..
_ ..-.�. \�._EP r.__ fr
EXISTING CONCRETE CURB - EP e97 SSMH -- SSMH_�
C) 49,51 a ate._-. _____� �_._---------_..___ _____W._._.__..__ _.
EP EP EP TOP= 48.48 TOP= 48- 21
().V,M J0 1H01d Dn8nd ,09i INV.= 43.12 INV.- 4-1.79 g.fl
---- - 0 -- � 7 - c - 4878 48 53
50.55 M M CL
5GA 1 49. 73 49. 2 a a9- 0
M M "L M M M CL M r� / i M �L L
5" D .1. P. M - yid
An l�da �]:]i N 3 V:D C V_ 1Nb'24 H 3813
30 d01 ,0 OS = 'A]113
>18VV4HON313 C13v4nssd,,,'
I I I 1
1 i 1
m

SITE WORK NOTES:
I. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT
OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE LOCAL AND STATE CODES.
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
ASSOCIATED WITH BORROW OPERATIONS.
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL
WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98% OF MAXIMUM
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP S M
OR SC. FILL MATERIAL 5' OUTSIDE OF BUILDING AREAS SHALL THEN BE
"
PLACED IN LA OM EAST 95%
LAYERS NOT TO EXCEED 8 AND COMPACTED �"O AT L
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS
TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS
WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF
IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 987, OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY
TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED
IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS
TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED
REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL
OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN
SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES.
SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL
REQUIREMENTS,
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
STOCKS LAND SURVEYING, PC , AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.
18. THE CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE: HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
EROSION CONTROL NOTES AND MAINTENANCE PLAN:
1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN
NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE
CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY
BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO.
4 STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
TRACKED ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY.
3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND
GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN
APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS
SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT
THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE
REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP
TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY
STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND
EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED
AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS
AROUND THE DROP INLETS.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
BECOMES 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
6. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF
SEDIMENT REACHES 2.0 FT BELOW THE TOP OF THE RISER. GRAVEL WILL
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
DRAINS PROPERLY.
7. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES
SHALL BE SEEDED AND STABILIZED WITHIN 15 DAYS.
S. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF
DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE
VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
9. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE
THE PROJECT IS COMPLETED.
11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT
59.5'
L(1 6.7)
25.0'
17.8'
a
M
77.
LO
ao
rn
.. s
I
:.i:.:.-
... ::::':::`:::`:
mi
17.7'
25.0'
59.5'
INFILTRATION TRENCH PLAN
1" = 20'
TEMPORARY/PERMANENT
GRASSING DETAIL
1`
ui
f4)
vi
04
-„.. o
ELEV.47.92
r
b
n ELEV.46.75
N
jn
n
ASPHALT PAVEMENT
STONE BASE
MIN. ELEV = 48.50
FILTER FABRIC WRAP
12" PERFORATED CORRUGATED
PLASTIC PIPE IN ROCK BED, SEE
SITE PLAN
#57 WASHED STONE
SHWT ELEV.=44.75 VARIES, SEE PLAN VIEW
17
�.
.- INFILTRATION TRENCH CROSS-SECTION
r NTS
r
r
4'
f
GRATE
12" C--900 PVC STORMDRAIN
IN FROM CURB INL T #3
RAFFI F WAI I - TOP = 47-99
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 ESTABLISHED.
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 GRASS
*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 BE SEEDED WITHIN 15 DAYS OF THE 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.
TOP VIEW
GRATE
12" C-900 PVC BY
OUT TO SDMH #1
TOP = 48.70 ELEV.
4'x4' BOX
t 47.92
12" PERFORATED PLASTIC '•
PIPE
INV. - 46.75
DIVERSION INLET #1 SECTION
NTS
12" PERFORATED PLASTIC PIPE
INV. = 46.75
GRATE
12" C-900 PVC
STORMDRAIN FROM
CURB INLET #1
INV. = 46.75 -
TOP VIEW
- GRATE
4'x4'BOX
- BAFFLE WALL
-12" C-900 PVC
STORMDRAIN IN & 12"
C-900 PVC BY-PASS OUT i
INV. = 46.75
46.75
BAFFLE WALL, TOF 47.92
E
1_ 12" C-900 PVC'I fY PASS TO
SDMH #2
INV. = 46.75
TOP = 48.50 ELEV.
-5111111-111-III-131-IE
12" PERFORATED 47.92'
PLASTIC PIPE fa` BAFFLE WALL
INV. = 46.75
12" C-900 PVC
12" C-900 PVC 4 '+' BY-PASS
STORMDRAIN IN FROM INV = 46.75
CURB INLET #1
INV. - 46.75 '
46.75
DIVERSION INLET #2 SECTION
NTS
)NCRETE
IRICK
. FTG.
TYPICAL CATCH BASIN
24" CURB AND GUTTER NTS
NOTE
1. CONTRACTOR MAY USE BRICK WITH MAX.
CORBEL 1" PER COURSE
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT
S R..MWIu�I� _NNG &
C VE: 120BSs:
M'ORTARE SEAL
M.H. §TEP,S
1 -0 OC
Ik
1
PLAN PRECAST 4" RISER RING
PRECAST M.H. UNITS WITH
CAST IN PLACE STEPS 0 12" OC
DOT APPROVED
'-Oi1'
CONC. M.H.
BLOCK
NF
TptO Dl�1MA�
" R 1 - EZNL!
S
n FORM FLOW CH
W
ITS
tea.
3'-3" MIN. 3'-1 3 " MIN.
MH RINGS
SECTION
STORM DRAIN MANHOLE DETAIL
NTS
m
Q
z
F~
a
U
W
n
o
�
W
Y
�
ce
�a
O
z
ui
n
0
cy
W
0
m
uj
a
J
u,
0
>
a
a�
o
W
Z
W
c
C
z
Z
W
N
0
W
Z
�...
a
z
aV
�t
z
0
CI)
W
W
o
W
P
i=.,
2
_z
0
�
O
N
0
�
-
Z
cn
t-
§�
SCALE: 1 " = 20'
0 10 20 40 60
W
p
c
J
Z
2
LAJ
W
Q
o
z
a
M
r
WLu
T
r
a
J
z
ocuj
O
J
J Vto
co co
dif Z rn m
`/I�wJ w M M v
cI c rr r.
z
or
r0 C
W
v
Ww
Z
z
= -
V
W
Z
r-
a
Y
W
L00
V,
ar
N z
V
Z
Y
�
Y O
gz
rAw
=,
J
04
rn
3
a:
Z
O
0
05183
DES.. JPN
CKD.: JST
DRWN.: RDT
DATE: 1 /26 06
kkC
C7
J
�.',.
a Y I
� 's
.
+ � •� ,.
� , L �f 1 I. +1 �_ i ti i r 1, i'1-�
�.`. � 1��-"y
�I
`•, �'l�
T4� i-,� ..
j,�4l
. �'•
..
F 1
. t,
..'S��-�
�. 1�. Ft. ._�I: .. ..-
-,.. .., ... .., �... ... ., -'-:: r. �i. -:.i }v '1..��
r �i .��.l
.Fr4
.'! i�d .'fa;1Ag

0'--6'
11_6r
■
0
N
ti
SCORED LINE SIDEWALK OR
1' DEEP SIDEWALK AREA
SIDEWALK SECTION
XPANSION JOINT 1/
PLAZA �RIVEWAY APRON PLAZA
�- URB RETURN
XPANSION JOINT 1/- p
,CURB
'EXPANSION JOINT 1/2' Aj5' (1,5m) MIN. RESIDENTIAL) _"-EXPANSION JOINT 1/2'
13' (4.0m) MIN. OTHER
PAVEMENT PLAN
FINISH PLAZA GRADE
/4 PER V—O'
._ )
VARIo LEI 0'--6' _
i ,.
0'-2r
ol
._:r.
6 /4s PER V-0' ' CONCRETE
PANSION JOI
SECTION B-B
SECTION A -A
STANDARD DRIVEWAY DETAIL
SD 8-02
NOT TO SCALE
VAN ACCESIBLE SIGN
ADJACENT TO 8' AISL
SIGNS TO BE 0.080 STANDARD
ALUMINUM. BOLT TO TREATED WOOD OR
ALUMINUM POST WITH 3/8" CADMIUM
PLATED NUTS, BOLTS & WASHERS.
I� 12"
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
EZA—
ALUMINUM OR TREATED 4"x4" WOOD POST
MAXIMUM vim
PENALTY ACCESSIB
$250
12'
LEGENO AND BORDER - GREEN LEGEND AND BORDER - GREEN
BACKGROUND - WHITE BACKGROUND -- WHITE
R7--8D VAN ACCESSIBLE
TYPICAL HANDICAPPED SIGN DETAIL
NTS
ifl
I
2'-0"
1'-6" 6"
�1 1 /2"R
CLASS A CONC.
4�3"R
R ..
3"R
d R
- � I
1 /B"R a
24" SPILL OFF CURB SECTION
NTS
NOTE: 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.
2'-O"
1'-6" 6"
1 1 /2"R
CLASS A CONC.
4��
3"R
a
- o
d
° ..° d d_ .
01 dd h - °
24" FLOW LINE CURB SECTION
NTS
NOTE: 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.
2" NCDOT 1-2
ASPHALT PAVEMENT
�-6" NCDOT ABC STONE
NOTE: PAVEMENT SECTION MAY VARY DEPENDING UPON FIELD
CONDITIONS. CONTRACTOR SHALL COORDINATE W/OWNER &
GEOTECHNICAL ENGINEER TO DETERMINE ACTUAL PAVEMENT
o SECTION.
I ON SITE ASPHALT PAVEMENT SECTION
M
NTS
12" COMPACTED MARL BASE "
(D.O.T.) REQUIRES 8'-) 2 ASPHALT
TYPE "1 "
EXISTING PAVEMENT N,C.D.O.T. SPEC.
EXISTING PAVEMENT
12'-6"
CONCRETE PAD WIDTH
INSIDE ENCLOSURE WIDTH
6' DIA. PIPE BOLLARD
.4. 'a.
3' WIDE BY
°.
a a d dd a%A
7' TALL
a. .. ° . .
GATE
(OPTIONAL)
° q ° a
AL 4
q •'
CONTAINER ENCLOSURE
.6 $+CUB„( .YARDa
SHALL BE MIN. 8'-0'
°e
. - .' °TOP AND.END. . -'' °a . d' _;
HIGH.
tl LOJOINGCON�TAINEi
-°.6'LX6W4X6'_8*M4- A. 4
q�.
° - -_
DIA. BY 1" DEEP
_ a ..
a ... :. , . , da .° .. ;` .
RECESSES FOR GATE
- 'a ° dd •'
CANE BOLTS. PROVIDE
Q 'y ;_ de = < :
ONEEACH AT GATE IN
"a °. `a a . °..°
CLOSED AND OPEN
°
' a < -
e 'a4
POSITIONS.
° ° - • -
d - a a
.'a•.' a
d ° a- .e .d. °.
� 1(
4 ad ° ..I 1° . - a
_ ° d , a e a
e d a
q!
a
" . �"' DIP.. PIPIT BOLLA .. a
d :.. CONCRETE~ FaLLED, •SET.'AIN - s
,. A'. df
- CjJNtP -tF' ' 3' - BELOW GRADE
,EXTEND `4'° ABOVE 'QRAPE, +' . °'d °
'—DESIGN CONCRETE PAD
A" . � � 8 ..PANT. OSHA" YELLOW. • . '.. . < '
TO WITHSTAND 10,000 LB.
.
',
SINGLE WHEEL LOADS.
q4qmp
PACTED BACKFILL
n
= PIPE _
� C
m Im
NOTES:
* BACKFILL TO BE INSTALLED IN 6" LIFTS (MAXIMUM) AND
COMPACTED TO A MINIMUM DENSITY OF 95% AS DETERMINED
BY THE MODIFIED A.A.S.H.T.O. STANDARD METHOD T-99
* CUT — BACK TO BE PREPARED AFTER TRENCH BACKFILLING
AND COMPACTION
STANDARD SHOWING METHOD MAKING PAVEMENT
REPAIRS WHERE PIPE IS INSTALLED
PAVEMENT REPAIRS
SD 1-05
CONTAINER ENCLOSURE PLAN TEMPORARY GRAVELLED
s
CONSTRUCTION ENTRANCE
NTS
1�
"P
PLAN
IF CURB HEIGHT IS 6", THEN:
"B1 " - 0 1:10 MAXIMUM SLOPE, SIDE
FLARE "A' IS 60" MINIMUM.
"82" - 0 1:12 MAXIMUM SLOPE, SIDE
FLARE "A" IS 72" MINIMUM.
4" SIDEWALK 6•
3000 Psi Cur OR TOOLED 4" Y,R
CONCRETE 11,
1/B":1' JnfNTS
a .
a..'
�, III I I—i i ITITI=I 1�= � .� :•, . ,
6x6-10/10 W.W.M. �OMPACTED p
SUBGRADE 4 6 I I 111 I I I 11-
"
SECTION
CONCRETE SIDEWALK CONTROL JOINT
1 M' acDuer TIP =CMDl/rn
SECTION
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
NTS
CURB
NOTES:
1. SIDEWALK THICKNESS HA L BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS �6J) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEW6YS.
4. THICKEN SIDEWALK TO 6" IN LAST 3 WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 30' MAX. AT SIDEWALK 1/8"R TOOLED
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN. JOINT
6. PROVIDE A LAYER OF 15 BLDG. FELT BETWEEN WALK AND ADJACENT
PARALLELING CURB OR RUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M. a a.
12" EXPANSION
)INT MATERIAL
EXPANSION JOINT (E.J.)
1 /4"x 1 " DEEP w/AI`
1 /8"R TOOLED JOIN'
. a
4 1
CONTRACTION JOINT (CC. )
BLDG.—STRUCTURE
f' AN Y
SIDEWALK JOINT DETAILS
NTS
z
R �
I• GA. 6x6 MESH no a
'ANDARD FABRIC I <
CV
w
s J
ao �
r
I �
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 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 ANGLE TYPE,
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
NOTES:
1. FENCE MESH SHALL BE MINIMUM
32" IN WIDTH AND SHALL HAVE
A MINIMUM OF 6 LINE WILES
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 5'-0"
IN HEIGHT AIJD BE OF THE SELF
FASTENER "T" SECTION TYPE.
� 4
N
2' MIN.
STEEL "T" POSE
SILT FENCE-�
PLAN VIEW
EROSION CONTROL
AROUND DROP INLET
NTS
iD-
m
0
0
j
W
o_>
Q
-
CL
LV
W
o
Z
~
a0
Z
W
cm
W
U
C.)
�
a
z
rr STEEL OR WOOD POST
(,
WIRE MESH FOR STANDARD
FABRIC
J
W
W
O
H
STANDARD OR EXTRA STRENGTH
X
CC
C
Z
FILTER FABRIC
w
oad
—DIRECTION OF WATER FLOW
ANCHOR FABRIC SKIRT
MIN. 8" DEEP & 4" WIDE.
W
o
W
j W
z
W a
Z
o
rc
La a
is
z
o
CL
3
o�
C4 "�
CIO 6i
W 03
W
Z
T_W
W
H
OS
z a
0 1�_
STEEL "T" POST
WIRE MESH FENCE
CRIMP RING CONNECTOR
SYNTHETIC WOVEN
/- FILTER FABRIC
riG
'FILL SLOPE
ROUND LINE
TO ANCHOR BOTTOM DIG
IN 6" DOWN & 6" OUT
�T_EL »T" POST
FRONT VIEW
0 GA. WIRE
K6" CENT.
J r;
� z Vcm cfl
rn rn
♦^
� AA M E
m c I1 /\ �
Zcr
--4)
v
�+•Lu
z
O v
� w
06
d LL O
V_
W
Y
lZ,r
W
WN
vi z
D
z
i
Y 0
co
co�
J
=
m z
N
rn
3
a:
Z
0
0
05183
DES.: JPN
CKD.: JST
DRINK. RDT
DATE: 1 /26 6
_ � F � � 5 i i 1-' 'r; TI - t iltl fj r IT 1—�-I r._ '`tr. •� �'j'� '';4�� ,�' �' I,'

in -
2-2 1 /2" HOSE NOZZLES-
6-60 degree threads per inch
4 1 /2" PUMPER CONNECTION FACE-- - ,
TO CENTER LINE OF STREET
4 1/2 " Steamer Nozzle- National Standard
4-60 degree threads per inch
HYDRANT MUST HAVE
BREAK SECTION OR
REMOVABLE BARREL
WORD "WATER" ON COVER
BURY LINE FLUSH
WITH ' FINISH GRADE
C.I. VALVE BOX
GATE VALVE MIN. SIZE 6"—
TURN RIGHT TO OPEN
NOTE:
CONCRETE PAD
1-SEE SD 4-02 FOR JOINT RESTRAINT REQUIRED 15" X 15" X 6"
2-DUCTILE IRON PIPE REQUIRED ON ALL HYDRANT
BRANCH LINES
3-HYDRANTS SHALL BE:
KENNEDY GUARDIAN; MUELLER CENTURION; AMERICAN
DARLING MARL 73; OR APPROVED EQUAL
GUIDELINES FOR STANDARD HYDRANT
SD 4-01
NOTES:
1. WATER METERS ARE TO BE PROVIDED BY THE CITY
2. ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC
RIGHT -OF --WAYS AND/OR EASEMENTS
3. WATER METERS SHALL NOT BE LOCATED IN DRIVEWAYS
OR IN SIDEWALKS.
MAX
Qr5'
r
A
2•-6"
MIN
"K" SOFT COPPER TUBING
1-1/2" OR 211
WATER SERVICE
SD 4-06
SOX. PLAN
7'
6.69'DIA
Ors' I{1,1B5
•
8'-0"
WHERE R/W WIDTH PERMITS
CAST IRON METER BOX
�; A �InFv
MUELLER H-1422
METER YOKE W/12 RISER
FORD VF66-12, VF77-12
o
� Ifl
(U r+
0.32' 0.5'
OU 6.5'DIA
CO
SECTION "A ---A"
7.75"
MINIMUM WEIGHTS:
11.88' TOP 10 LBS.
BOX 40 LBS.
EXTENSION EXTENSION 40 LBS.
NOTE:
VALVE BOX LID NOT FOR USE IN ROADWAY LOCATIONS.
HEAVY DUTY LID REQUIRED. SEE SD 14-08.
WATER VALVE CASTING
D 14-07
N0 TO SCALE
HYDRANT 7,3/4" STAINLESS STEEL RODS FULL 18' JOINT
6" PIPE
10
0 0 0 0
Qo 0 o 000 o TO MAIN
0 0 0 o a~
HYDRANT LUGS TIE BOLTS RETAINER CLAMP
JOINT RESTRAINT HYDRANT
TO 1ST FULL JOINT OF PIPE
3/4" TIE BOLTS
O
HYDRANT �- 3/4" STAINLESS STEEL RO
\ TIE BOLTS
JOINT RESTRAINT HYDRANT TO MAIN TEE
GUIDELINES FOR HYDRANT JOINT RESTRAINT
SD 4-02
Xj
PLAN TEES
PLAN & ELEVATION PLUGS
SIZE
B BENDS BENDS
A B A B
22 1 2 DS
A B
TEES
I A
B
PLUGS
C D
B
16"
10
9
10
B
8
10
12
10
21
8
13
12
13"
8
1O
13
16
-row-14"
12
29
10
17
14"
17
10
13"
16"
3B
12
R38
21
16"
21"
11
16
18
24
1$"
41
14
24
19
24
12
2D
22
27
18
48
16
27
21
27
12
24 24 30 20 54
6.688'
0.125'-
❑ ❑ ❑ -4
WATER t0,1
❑ ❑ ❑
N r7S'
A
0.062'
0.5'-�t
4.75'
PLAN SECTION "A --A"
GRE-WVC-6HD, CAST IRON OR EQUAL
APPROX. WEIGHT 17lbs.
HEAVY DUTY VALVE BOX LID
SD 14-08
NOT TO SCALE
NOTE; Based on 1.5 x working pressure of 1UU rSt plus AwwA waxer nammer.
All bearing surfaces to be carried to undisturbed ground.
SIANnARD THRUST BLOCK FOR WATER MAIN
SD 4-10
CASTING 6" TEST PLUG 2" ASHPHALT
DEWEY BROS. NO. MH-VA-1 w/WING NUT
4" BASE
25'
BRICK
u
�A��
_
EXTRA H EAVY
SOIL PIPE
EXTRA HEAVY CAST IRON
COMBINATION FITTING
w/6" BRANCH
CAST IRON PLUG
w/RUBBER GASKET
TRANSITION FROj�I CAST IRON TO
SEWER PIPE W FERNCO DONUT"
ADAPTER
CLEAN -OUT DETAIL
Lit
Ld
Z
Q
nm
PIPE SIZI
INDICATE{
ON THE
INITIAL SM
CLASS 1
MoC 7^klC
PR❑TECTIVE ENCLOSURE
<=CDIRECTI❑N OF FLOW
INDOOR INSTALLATION
DOUBLE CHECK VALVE ASSEMBLY INSTALLATION
SD 4-23
nNAL
` MIN.
D. CLASS
MIN, CLASS
OiDr 7nkir
PVC PIPE FOUNDATION FOUNDATION
MATERIAL DUCTILE IRON PIPE MATERIAL
PIPE BEDDING DETAILS
WATER MAIN
(PVC OR POLYETHYLENE)
",-7N„c nnrrAC'r
STANDARD GATE VALVE
SD 4-15
FINISH GRADE
5' MIN. MIN, COVER 3.5--k,,,, 5' MIN
1 4" STEEL
LATE
3/4" THREADED
STEEL RODS (TYP.)
3rjl
3q7
CONCRETE THRUST BLOCK
ROD REQUIREMENTS
(TYP.)
SIZE
OF 45 DEGREE BEND
STATIC THRUST IN POUNDS
NUMBER OF RODS REQUIRED
6"
4,328
2
8"
7,694
2
12"
17,312
2
16"
30,779
4
20"
48,091
6
24"
69,252.
8
NOTES:
1.
ONCE INSTALLED AND TIGHT,
THE STEEL RODS AND BOLTS
SHALL BE COATED WITH
2 COATS OF BITUMINOUS
BASE PAINT.
2.
CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS.
3.
TYPICAL MIN. CLEARANCE
BETWEEN CONCRETE AND END OF BOLT MUST BE 3".
4.
APPROVED OFFSETS CAN
BE USED IN THIS APPLICATION.
STANDARD VERTICAL BEND
SD 4-11
HYDRANT
FLANGE
(ATTACH/TERMINATE
TRACER WIRE)
METER
BOX
GROUND
SURFACE
TERMINATE
TRACER WIRE:
INSIDE METER BOX
CONNECT TRACER WIRE
TO FLANGE BOLTS
(TYP,)
WATER
SERVICE
GATE
VALVE
WRAP WIRE AROUND
WATER MAIN TWICE (MIN.)
TRACER WIRE DETAIL
SD 4-29
NITS
BRANCH
VALVE
DUCTILE IRON
TEE FITTING
(ATTACH TRACER WIRE)
CONNECT TRACER WIRE
TO FLANGE BOLTS
WATER MAIN
(PVC OR POLYETHYLENE)
GATE
VALVE
NOTES,
TRACER WIRE SHALL BE #10 COPPER SOLID CORE COPPER
WIRE, WITH GAS AND OIL RESISTANT INSULATION, STRAPPED TO
ALL PVC AND/OR POLYETHYLENE WATER DISTRIBUTION PIPING
WITH DUCT TAPE AT 12-FT. INTERVALS. STRIP INSULATION
AND SECURE TO ALL HYDRANT TEE FITTINGS. WIRE SHALL BE
ACCESSIBLE AT ALL FIRE HYDRANTS AND METER BOXES.
a
z z
O
0
Y
W 0 En
0
� Y
� N
a
0
z
to
0
p N
J
O
as
0
O
J
W
O
>
a
W
LIJ
o
ZCID
~
Z
W
CM
V
V
W
�
J
a
Z
J
W
a
O
2
Z
0O
W
j
C�
cn
r
y
a:
CL
J W
U
z
O
� 0a
Z
oa�It
W
T
a o
z
W W
�
i actin
} 1{I
O
J
J to to
Z rn rn
E
^
ca C U
Z
a:
oQ�
Wc
W
z
O
�
V_
W
Y
Z
W
o
wN
Z
Z
L! Z
o
=6
g z
rn
�DD^
V,
3
Z
0
0
05183
DES.: JPN
CKD.: JST
DRWN.: RDT
DATE: 1 /24/06 ,
CAFEeJ A6Z—
o"L SSn
1� LIP _...h�
C9
'' �7 11' i ` +,f-,.,ir�lr1
� a i f r Y t !' i -y t ti• .'r - 1,+ s !