SW7051013_APPROVED PLANS_20060503

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�(�SlO�?7
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

SURF OR SOUND REALTY OFFICE
LEGEND
(UG) INDICATES UNDERGROUND UTILITY
(OH) INDICATES OVERHEAD ITTILTTY
EXISTING
DESCRIPTION
PROPOSED
SANITARY SEWER
sw
— — _4v_ — —
WATER
w
— — — —
STORM SEWER
S
— — — -
ELECTRIC LINE
e
— — — —
GAS LINE
c
— — — —
TELEPHONE
r
— — — —
CABLE TV LINE
IV
a co
CLEANOUT
c»
rN
FORCE MAIN
FM
Q "N
MANHOLE
CATCH BASIN/CURB BASIN
DROP INLET
DI
WATER METER
METER VAULT
w
YARD HYDRANT (SIAMESE CONNECTION)
w
FIRE HYDRANT
Fx
--�4---
VALVE
--��
TELEPHONE PEDESTAL
•
TELEPHONE POLE
X
0_
POLE W/ LIGHT
o-
POWER POLE
> —
GUY WIRE
>----
v
POLE MOUNTED SIGN
w
16Y
GROUND ELEVATION
Y
CONCRETE CURS
CURB & GUTTER
WARPED CURB & GUTTER
GRAVEL PAVEMENT OR WALK
CEMENT CONCRETE 0
0 BrFUMINOUS CONCRETE
EXPOSED AGGREGATE CONCRETE
PROJECT LOCATION
SALVO, NC
VICINITY MAP
BUILDING C== INDEX OF SHEETS
PROJECT LIMITS — — —
RIGHT-OF-WAY
CENTERLINE/BASELINE — ' -- — PROPERTY LINE — — -- 1 1 COVER SHEET
TREE LINE
0 0 0 0 FENCE -- 2 UTILITY AND STORM DRAINAGE PLAN
PERIMETER FENCE 3 SITE PLAN
ROOF DRAIN/(4" PVC) R.D.
4 MISCELLANEOUS NOTES & DETAILS
5 UTILITY AND STORM DRAINAGE DETAILS NOTES
6 LANDSCAPE PLAN
CONTRACTOR TO CONTACT
ONE CALL UTILITY LOCATION,
NORTH CAROLINA
1-800-632--4949
PRIOR TO ANY CONSTRUCTION
(-'JQ)QTJM
90E) 9 0 'dui
STATISTICAL DATA
OWNER/DEVELOPER: SURF OR SOUND REALTY
DALE PETTY, PRESIDENT
P.O. BOX 100
AVON, NORTH CAROLINA 27915
SITE: LOT 1 JAUN PRICE SUBDIVISION
NC ROUTE 12
DARE COUNTY, NORTH CAROLINA
PIN: 064712985998
DEED BOOK 1451 PAGE 296
TOTAL AREA: 1.367 ACRES 59,525.58 SF
FLOOD ZONE: AE ZONE (ELEV 8.0)
PANEL 3753480640 E (12/20/2000)
PROPOSED DEVELOPMENT
USE: REALTY SALES AND RENTAL OFFICE AND W A. ,--P,HOUSE
DISTURBED AREA: 53,630SF (90%)
BUILDING FOOTPRINTS: 8,369 SF (14.1%) (INCLUDIINiC, OVERED PORCHES)
PAVED AREA: (ASPHALT PARKING/DRIVES, CONCRE' E v,TALKS): 24,127 SF (40.5%)
TOTAL BUILDING/HARD SURFACE LOT COVERAGE: 32,494 SF (54.6%)
STORM DRAINAGE: ON -SITE RETENTION/INFILTRATON
NC DOT, NCDENR PERMIT REQUIRED
WATER SUPPLY: COUNTY WATER SUPPLY
SANITARY SEWER: ON -SITE CONVENTIONAL SEPTIC SYSTEM
NC DEPARTMENT OF HEALTH PERMT READ.
1000 GALLON TANK AND MIN. 2246 SF LEACH FIELD REQD.
COUNTY SETBACK REQUIREMENTS: (S-1 ZONING)
15' FRONT
20' REAR
10' SIDES
PARKING SUMMARY:
REQUIRED: OFFICE (NET AREA) = 8400 SF @ 1 SPACE PER 200 SF = 42
EMPLOYEES = 16/SHIFT @ 1 SPACE PEE. EVERY 2 EMPLOYEES = 8
= 50 SPACES
AVAILABLE PARKING: REGULAR 48
HANDICAP 2
50 SPACES
WETLANDS: NO WETLANDS EXIST ON SITE
Firm Name and Address
MASSEY DESIGN
& ASSOCIATES, PC
1561BRADFORD ROAD
SUITE 204
VIRGINIA BEACH, VA 23455
1757) 464-0622 OFFICE
[phone] FAX
Project Name and Address
SURF OR SOUND
REALTY OFFICE
SALVO, NC
Project Sheet
04.040
Date
316106
Scale
NO SCALE OF 6
COPYRIGHT ® 2004,
MASSEY DESIGN & ASSOCIATES. PC
�' v,e_t .,i i, ;3s�ifitt iYj it/4F i(��
'�Y' rr� . ii_ �' rl i'. r , 'sr 4ri..�•k.1 ri�Y!_sf j- �

i.J I.l,.t- •5,.1. 2 1 L_ _.:i _ <_':._L ...- �rr�'. it . ,f ." _'"-= 'r t'.'•_- -
SURVEY LEGEND:
CONCRETE MONUMENT FOUND
60 IUF — IRON ROD FOUND
F — IRON PIPE FOUND
KF — SURVEY NAIL FOUND
`fRS — IRON ROD SET
(D TELEPHONE PEDESTAL
0 CABLE TV PEDESTAL
UTILITY POLE
❑ WATER METER
FIRE HYDRANT
Q MANHOLE
EOP — EDGE OF PAVEMENT
R/W — RIGHT OF WAY
SURVEY NOTES:
1. AREA = 59525.58 sq. ft. 1.367 acres
AREA CALCULATED BY COORDINATE METHOD
2. SETBACKS AS PER DARE COUNTY AND MUST
BE VERIFIED. SURVEYOR MAKES NO CERTIFICATION
TO SETBACKS.
3. RECORDED REFERENCES: PC D-267 AND C-34D
4 SURVEY SUBJECT TO ANY FACTS THAT MAY BE FOUND
DURING A COMPLETE TITLE SEARCH
5. PIN#: 064712985998
6. FLOOD ZONE: AE (EL.8') FIRM 375348 0630 E REVISED 12-20-2000
I 4 7 w
LL LL L.�
i 3.,. 6
0
15'x10'
O DUMPS
TER
Ln ENCLOSUREI
(VINYL CLAD
FENCE)
L,J G h
Ln
M
In
OI
�
C.C.
-
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1
1
1000 GAL PRECAST
)
SEPTIC TANK WITH
WATERTIGHT RISER TO
\5'x7' CONCRETE LANDING
8.5'. TANK SET 12"{SEE
BELOW FINISHED GRADE
ARCH PLANS)
S - n5 pw ss,f�,
EE
1....d.��� �a
�C .( LL
S
f
1 v64'
1
.0
15'SEPTI
ET -BACK 6, p
6' SLOPE
V
4" PVC
; ;..
SAN
5'
SLOPE
LPP SEPTIC DRAIN FIELD
= 1.0%
SEPTIC REPAIR 132' x 7012240 SF
ELEVATED
AREA
15-c20' PAo i•
STORAGE AREA
1600 SF 6 LINES @ 70'
5'(TYP.)
FOR EMPO.. 0 6ENE114AT
OF n
FOOTPRINT 1491 SF
FINISH GRADE = 8.50
TC�0
;pb M
Z a ��
ELEV = 10.00'
F,� a
S ° 20
L
11,14-00
0
TC 540
E C.C. C.C.
STORMWATER SWALE "A"
l CURB (TYP)
G
H
0 �� -1 g.
.. R
D.
34' x 20' a
LOADING ZONE �. s
AG
LL,
C.C.
DRAINAGE NOTES:
0 56' - 15" HDPE LEVELING STRUCTURE
INV = 3.5
60' - 15" HDPE LEVELING STRUCTURE
INV = 3.5
( 80' - 15" HDPE LEVELING STRUCTURE
INV = 3.5
® 160' - 18" HDPE DOUBLE WALL PIPE
INV (IN) = MATCH EXIST
INV (OUT) = MATCH EXIST
NOTE: 1 TON BMP STONE TO BE HAND
PLACED AT EACH INLET AND OUTLET OF
ALL STORM DRAINAGE PIPES.
15' STORMWATER SWALE "C"
I
STORM i MANAGEMENT NOTES:
1
1. PRE-TREA MENT DEVICE TO BE
INSTALL WITH CURB CUTS (SEE DETAIL).
2. THE BOTTOM OF THE INFILTRATION BASIN
TO BE FILLED WITH 4" CLEAN SAND.
1
3. THE SI ES OF THE INFILTRATION BASIN TO BE
LINED ITH GEOTEXTILE FABRIC.
4. OBSER ATION WELL PLACED IN SWALE
"B" OWNER/CONTRACTOR TO CLEAN
SWALXS WHEN SEDIMENT REACHES
ELEVATION 4.2'
f(
�S
EMERGENCY
SPILLWAY
SILT FENCE (TYP.)
401C :5
a
NOTE: CONTRACTOR TO 8 '`
REFER TO PLUMBING PLANS �•23 314" COPPER TYPE 'K' WATERLINE SERVICE _
FOR WATER LINE 8�LO
CONNECTION. , �6 2
�c
� �
�
SURF OR SAND REALTY
FOOTPRINT 6876 SF 6�
ELEV = 10.00' �'
SG 5'�
uJ o
$W
GJ�� ,
z
in
O
x F fi
a
54.0'
/+
STORMWATER SWALE "B"
-_ C.
10' 11DE SETBACK
x x x x x x* x x
'
CONSTRU ION J
EXISTING
h'
h'
ENTRANCE
h0 O o
^�� 0 o POLE TO
X X �+
x �+,�
h xh (15'x50']
O N STORMWATER POND
h
1 �
,r BENCHMARK. STAKE
r
WITH ELEVATIONS
MARKED AT 4.2', 4.5', NOTE:
PROVIDE A GROUNDCOVER ON EXPOSED
f.n....t ;...
�� s
-
AND 5.0, . SET TO
SLOPES WITHIN 15 WORKING DAYS OR
1
L I
-r---
VERTICAL DATUM
30 CALENDER DAYS (WHICHEVER IS
i'
SHORTER), FOLLOWING COMPLETION OF
ANY PHASE OF GRADING; AND, A PERMANENT
GROUND COVER FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDER
LA
ten
DAYS (WHICHEVER IS SHORTER) FOLLOWING
{{':.
COMPLETION OF CONSTRUCTION OR DEVELOPMENT
NOTE: SURVEY WAS PREPARED BY BOUNDARIES
SURVEYING, 114 PEELEN PLACE, KILL DEVIL HILLS, NC
27948 FOR THE OWNER. MDA DOES NOT CONFIRM
OR DENY SURVEY DATA PRESENTED HERE.
STORMWATER SWALE AREAS
5.0'
4.0'
"A"
1432 SF
600 SF
"B"
1091 SF
421 SF
"C"
2435 SF
951 SF
"D"
1338 SF
795 SF
"E"
802 SF
380 SF
O
In
f
INV: .
MATPH
EXISTING
f
NJ
LL-
j
E
-..... ......... ...___-n._.._._... -
O
b�' x O 0
!^ INV:
ATCH
9XISTING
� c
»
7600
� CULVERT
PROTECTION
� 1
1
1" W.M. SET AT RIW.
NOTE: DARE COUNTY TO SET
METER AND CONNECTION TO
EXISTING MAIN. CONTRACTOR
TO COORDINATE CONNECTIONS.
— CULVERT PROTECTION
Fci SPHAL
URB WIPE WN
„GO (T'VP. )
4G
CONT ACTOR TO
REMO E 12" CM PIPE
& MUCK DITCH (TYP)
f
r
r
GRAPHIC SCALE
20 10 0 20 40 50
j (IN FEET)
f 1 INCH = 20 FEET
Firm Name and Address
MASSEY DESIGN
& ASSOCIATES, PC
1561 BRADFORD ROAD
SUITE 204
VIRGINIA BEACH, VA 23455
[phone] OFFICE
[phone] FAX
Project Name and Address
SURF OR SOUND
REALTY OFFICE
SALVO, NC
Project Sheet
04.040
Date
31610s 2
Scale
1 " = 20' OF 6
COPYRIGHT a 2004,
MASSEY DESIGN & ASSOCIATES. PC
f`' i e.'�q

i 1 ��' ' 1 t.• rp i _ ilAii t
SURVEY LEGEND:
1- CONCRETE MONUMENT FOUND
oR F -IRON ROD FOUND
rPF - IRON PIPE FOUND
KF - SURVEY NAIL FOUND
RS - IRON ROD SET
O TELEPHONE PEDESTAL
© CABLE TV PEDESTAL
Ld UTILITY POLE
❑ WATER METER
j� FIRE HYDRANT
® MANHOLE
EOP - EDGE OF PAVEMENT
R/W - RIGHT OF WAY
SURVEY NOTES:
1. AREA = 59525.58 sq. ft. 1.367 acres
AREA CALCULATED BY COORDINATE METHOD
2. SETBACKS AS PER DARE COUNTY AND MUST
BE VERIFIED. SURVEYOR MAKES NO CERTIFICATION
TO SETBACKS,
3. RECORDED REFERENCES. PC D-267 AND C-34D
4 SURVEY SUBJECT TO ANY FACTS THAT MAY BE FOUND
DURING A COMPLETE TITLE SEARCH
5. PIN#: 064712985998
6. FLOOD ZONE: AE (EL.8') FIRM 375348 0630 E REVISED 12--20-2000
37.05'
LS87047717"t�iLJ_ t
30.56'
N
0
_J
L�
� yy
^Gl
L/
1'
CJ
LL
J
0
15' x 10'
0
DUMPSTER
L0
ENCLOSURE
(VINYL
CLAD
FENCE)
�o
W
G
Q
CO
In
0
a
/0
V /
00
x
1
1
r
Q�Da
i
N
Z
LLJ
L� <<cr-
z n"
0
m
7)
0
_ U
z
v�
Q U !
p`
U
r
U
I
I
5'x7' CONCRETE
LANDING
(SEE ARCH l
PLANS)
S 8 7 ° 51 ' 5 4 "W 4 2 5.0 0' �� �� S LL-
161 .64'
G G�
o
ELEVATED
Lpp
STORAGE AREA
SEPTIC REPAIR
SEPTIC DRAIN FIELD
i5'zio� PAS
FOOTPRINT 1491 SF
AREA
1600 SF
132' x 70') 2240 SF
00
FOF� EMERG.
GENERAJ OR
� ELEV = 10.00,
c 9• r'a
PLAN GENERAL NOTES: ,
xo
1. CONTRACTOR TO DEMOLISH AND REMOVE/FILL f
N
EXISTING SEPTIC TANK. CONTACT HEALTH DEPARTMENT
N
PRIOR TO WORK.
2. SITE TO BE CLEARED OF ALL EXISTING TREES
CC
AND VEGETATION, PRIOR TO CONSTRUCTION. I
U
3. ACCESS TO BE MAINTAINED TO LOT 2A AND 2B I
Q U
OF THE JUAN PRICE SUBDIVISION AT ALL TIMES.
NEW ACCESS DRIVE TO BE CONSTRUCTED IN TWO
SECTIONS, NORTH LANE FOLLOWED BY SOUTH
LANE TO MAINTAIN ACCESS.
4. SILT FENCE TO BE REMOVED FOR CONSTRUCTION 1
OF ENTRANCES AND DRIVE ONLY AFTER SITE HAS
BEEN SUBSTANTIALLY COMPLETED.
5. STD. 12"08" SIGNS FOR HANDICAP PARKING
TO BE PLACED ON PORCH IN FRONT OF DESIGNATED j
SPACES. j
6. BOLLARD LIGHTS ARE SHOWN FOR INFORMATIONAL
PURPOSES ONLY. OWNER TO SELECT LIGHTING STYLE
AND FIXTURE. CONTRACTOR RESPONSIBLE FOR ELECTRICAL MONUMENT SIGN
CONNECTION AS PER OWNER. (TO BE SUBMITTED t
UNDER SEPARATE
COVER, MAX 64 SF)
126.5'
• ?O
�f' /►
/ 10
C
` F:
R4. °
a. 4
(
) 4
is .' 1161 x
0'
0
a
a
S 4
1:
4
GA `
e a,
,.
e.
5", R 4
f
9 5
x
W
a
43
4
10.0'
C C
I
5.4'
pV0 �0 00 0
Y, h h X W � M h' X X N
U�
C�
NOTE: SURVEY WAS PREPARED BY BOUNDARIES LLJ
SURVEYING, 114 PEELEN PLACE, KILL DEVIL HILLS, NC 27948 FOR THE OWNER. MDA DOES NOT CONFIRM O 0 Q w
OR DENY SURVEY DATA PRESENTED HERE. U O�: d 0
z
0 or- 0-1
LL0)�
0 W
�m� — —
� - -- 4
PAVEMENT LEGEND:
c Q.d
An
CONCRETE WALKS K", 3,000 PSI CONCRETE)
NOTE: DUMPSTER PAD TO BE 8" CONCRETE, 3000 PSI)
2"ASPHALT SURFACE COURSE OVER 8" AGGREGATE BASE
15'
6 23
BOLLARD
LIGHTS (typ) -
(7 REQD.)
SURF OR SAND REALTY
FOOTPRINT 6876 SF 61
ELEV = 10.00' 9
LOT 1
r
STANDARD-
HC RAMP WI
TRUNCATED
DOMES
7•
54.0'
T.V
104 JD IEIiAK
f
.`
STORMWATER POND
BENCHMARK. STAKE
WITH ELEVATIONS
MARKED AT 4.2', 4.5',
AND 5.0'. SET TO
VERTICAL DATUM
2' - - 2'
^� 3
VEGETATED EMERGENCY SPILLWAY
SECTION A -A
(SOD IMMEDIATELY AFTER INSTILLATION)
--s. -
oF A9 P
HALT
(T pB WIPE
70' VEGE rTED
EM
ERGENSPI
LLWAY
SLOPE=
, E
INVUSa �m
0
P T
A .
L 1'
0
�
O
' TAP
DK'
'7
;
15' R
u,
0
0
r
MAR 10 2006
IlWQ
Paw #
r
r
GRAPHIC SCALE
20 10 0 20 40 50
(IN FEET)
1 INCH = 20 FEET
� L
4
UJ• III
UJ
ip
rasr.s� ,sj
z ' ► o w
c,, ....
UJ
L
a
� 0
>w W
a FM
UJ
6
NCDENR COMMENTS
4/5/06
5
NCDENR COMMENTS
3/6/06
4
NCDENR COMMENTS
12/13/05
3
OWNER COMMENTS
10/25/05
2
HEALTH COMMENTS DEPT,
9/12/05
ADDRESSCOUNTY
COMMENTS
5/ 18/ 05
No.
Revision/Issue
Dote
Firm Name and Address
MASSEY DESIGN
& ASSOCIATES, PC
1561 BRADFORD ROAD
SUITE 204
VIRGINIA BEACH, VA 23455
[757) 464-0622 OFFICE
[phone] FAX
Project Name and Address
SURF OR SOUND
REALTY OFFICE
SALVO, NC
Project Sheet
04.040
Date
4/5/06 3
Scale
1 " = 20' OF 6
COPYRIGHT a 2004,
MASSEY DESIGN & ASSOCIATES, PC

MIN 2"
UNDER
CURB
�t�ao�/a ,
t
NN W ,A N 1. SET THE STAKES 2. EXCAVATE A 4" X 4" TRENCH
UP5LOPE ALONG THE LINE OF
�i r,, t4a as STAKES. 2"x2"x36" POSTS
•�,,����c> pry �s�
0 as 04' 0/C (tm)
o.
p pA ���Y ut7pryU /�i
3�::p tF ^Ynis s%;; 4Ys36uQ �, 3000 PSI 28-DAY PCC WALK
GbggdD�gYj ;.{ W W ++++++++ W W ++++ 4,.
,a s�aQ�a��a�c'pU"� + + + + + + + WITH BROOM FINISH
pU+ + + + +
ry Ga��'afl + + + ++ +
wo ,nan,�*< p�ao aan FLOW
�t 4"
u� �2 Fa aka 3. STAPLE FILTER MATERIAL TO 4. BACKFILL AN D a
Coarse Aggregate � ��� a����'�r�' ��a D COMPACT THE
a �aa i �a r STAKES AND EXTEND IT INTO EXCAVATED SOIL. _ :_ _€ W.W
y awnaa �r p. 1 �^„ THE TRENCH.
4 's to C33pLF,,p 4:.+ CJ .: ., 3.. ..; ......
c� � p �a aC a p as t�" � n r• p a a .� __..._ W,
Min.
O�
ac 0
0
c��afjan�zipUa'ao7I 11 � ! Illl IIIIIIIII jIIIIII! W IIIIII IlII.II I IIIII !!l!III W
apdUa a a I I IIIIIIIIIIIIIII II 1 IIIIIIII + IIIII. IIIIIIIIIEkII kll€III111111 +
� I��i. iirlr�l�l��II.Il..11illll. Ilil. I f III IIII iiill IIhIIiIII. +
�aa�aaa
ar„ca�a aoo
FILTER �Wa yr0 W { +++W4+++
FABRIC Q`y �` W . W ++*+ y, W . W ++++
++++ ++++
++ ++++ ++ ++++
+ + + + + + + + + +
GRAVEL CONSTRUCTION
ENTRANCE DETAIL
NOT TO SCALE
NO
I lEi I En 19 I I__I 11=1
6-
6"
2" 11
CONCRETE TO BE 3000 PSI
2" ASPHALT PAVEMENT
TOP COURSE
B" AGGREGATE BASE
EXISTING COMPACTED SUBGRADE
6" HEADER CURB WITH
PAVEMENT SECTION
NOT TO SCALE
NOTE: ALL FILL TO BE SELECT
MATERIAL, MIN CBR-15
15' EXISTING PRIVATE DRIVE
a. I 1. I o.
3' 11' LANE ; 11' LANE
SILT FENCE DETAIL
SELECT —�
MATERIALS
BACKFILL,
MIN. CBR-15,
COMPACT
TO 95%
CLASS 1 OR 2
BACKFILL PER
ASTM D2321,
COMPACT TO
90% IN 8" LIFTS
NOT TO SCALE
C
TYPICAL PAVEMENT
SECTION (SEE DETAIL
THIS SHEET)
T�
!
12"
D12
4"
GRANULAR TRENCH WIDTH
BEDDING D + 24"
MATERIAL (D + 12", IF PIPE < 12")
PIPE TRENCH DETAIL
22' ASPHALT DRIVE
4.�
2" ASPHALT TOP COURSE
8" AGGREGATE
N N (SEE PLANS FOR LOCATION OF 6" CURB)
1' 1'
TYPICAL SECTION
PRIVATE DRIVE IMPROVEMENTS
NOT TO SCALE
NOT TO SCALE
NOTES:
1. ENGINEER TO BE CONTACTED IF UNSTABLE
TRENCH BOTTOMS ARE ENCOUNTERED
2. CONTRACTOR TO FOLLOW MANUFACTURERS
INSTRUCTIONS FOR PIPE BEDDING IF SUGGESTED
BEDDING EXCEEDS DETAIL SHOWN
4'
(TYP) CONCRETE CURB
CURB WIPEDOWN
NOT TO SCALE
NOTE: ALL CURB TO BE WIPED DOWN WHEN
TERMINATING IN ASPHALT OR CONCRETE
CONCRETE WALKS
NOT TO SCALE
NOTE: ALL CONCRETE WALKS TO BE SCORED 8' O/C
WITH EXPANSION JOINTS AT 40' O/C
L6" 1$" 6"
1 1
6" HEADER 1 1
CURB
CURB CUT
3'-0"x 4'-0"
PRE-TREATMENT
SIDE VIEW
CURB OPENING
11 41
m
PRE-TREATMENT
M CHAMBER
io
6" 6"
4'
60
_WASHED ROUNDED
RIVER STONE TO DEPTH OF 4",
LOOSELY PLACED AS PRE-TREATMENT DEVICE
NOTE: OWNER TO CLEAN
CURB CUTS 1 PRE-TREATMENT
DEVICE FOR DRAINAGE RUN-OFF
NOT TO SCALE
(SEE PLANS FOR LOCATION, NOTED AS C.C)
Firm Name and Address
MASSEY DESIGN
& ASSOCIATES, PC
1561 BRADFORD ROAD
SUITE 204
VIRGINIA BEACH, VA 23455
[phone] OFFICE
[phone] FAX J
Project Name and Address
SURF OR SOUND
REALTY OFFICE
SALVO, NC
Project Sheet
04.040
Date
316106
Scale
1 " - 20' OF 6
COPYRIGHT a 2004,
MASSEY DESIGN & ASSOCIATES, PC
�.r_.�_�'��i_'iT�•_-
-

.. :. � !.,, . _ .. <.., .. _ . .. .. " ,'_ � ' ,,.., . ' � .� ..1; :� r.�',..,•i .4:,'�: �. �, 1, �.:
I ,
GENERAL NOTES
SANITARY SYSTEM NOTES AND CONSTRUCTION
EROSION CONTROL AND TREE PROTECTION
SEQUENCE
1, The contractor shall comply with all applicable North Carolina "Erosion and Sedimentation
Control" regulations and standards.
2. All erosion and sedimentation control measures will be installed in the first phase of construction
and remain in place throughout the duration of the project and until all disturbed areas are erode zed.
3• The Contractor will construct and maintain sufficient devises to prevent soil from being eroded
1. HOLD PRE -CONSTRUCTION CONFERENCE TO DISCUSS PROJECT PHASING AND COORDINATION.
onto adjacent streets, drainage systems, and water courses. The devises will be cleaned of mud,
NOTIFY ENGINEER AND LOCAL HEALTH DEPARTMENT REPRESENTATIVE PRIOR TO BEGINNING
silt, and eroded materials during all stages of construction.
WORK4.
Prior to any clearing and grubbing, tree protection will be placed around all tress to be maintained.
All tree protection will be placed at the drip line where practical.
UTILITIES
2. HAVE EXISTING UTILITIES FLAGGED PRIOR TO GROUND DISTURBING ACTIVITIES. 1-800-6324949
1. Prior to construction or excavation, contractor will be responsible for locating all underground
utilities. Contractor to be responsible for repair to all damaged utilities at his expense.
3. REMOVE VEGETATIVE COVER AND ORGANIC LITTER ON EXISTING GROUND SURFACE. AUX TO
2, water Meters and sanitary sewer cleanouts will bit placed at the right-of-way line.
A DEPTH OF G".
STORMWATER MANAGEMENT AND INCIDENTAL DRAINAGE
4. PLACE FILL MATERIAL (TYPE I) TO ELEVATIONS NOTED. ENGINEER AND LOCAL HEALTH
1. Temporary drainage during construction will be provided by the contractor to relieve any areas
that may cause damage to the roadways.
DEPARTMENT TO APPROVE FILL MATERIAL PRIOR TO PLACEMENT.
2. All storm drainage structures will have inlet shaping with paved inverts.
3. All non -concrete storm drainage pipes will incorporate the use and installation of locator tape
and wiring for future detection purposes.
5. INSTALL GRAVEL TRENCHES AND DISTRIBUTION LINES.
INCIDENTAL CONCRETE
ENGINEER TO VERIFY INVERT ELEVATIONS PRIOR TO PROCEEDING.
1. All concrete will class A3 (3000 PSI) unless otherwise specified.
(. INSTALL TYPE II MATERIAL TO FINISH GRADES AS SHOWN. ENGINEER AND LOCAL HEALTH
2. Curb and gutter will be constructed in sections of uniform lengths, 6 to 10'. Expansion joints
H. L- -I- -• .-a_-..-,_ _L -- I--- ate__ .... ,___1 — _. a.--. — wf.• „„
A TT1li A i TTThT TI'Y
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ai.ua A-ai— i lY1L 1\ 1 A V X&A 1 1\V V AL A' i1JiJ 1T1A.LiJl'LLf1_ A 1%iL/1\ A V
PLACEMENT, ENGINEER TO VERIFY FINISHED GRADE ELEVATIONS.
7. DISPOSAL OF MATERIALS
A. All materials removed by excavation which are suitable for the purpose shall be used when ever practicable
for fills, embankments, backfilling pipe trenches, and for such other
purposes as may be shown on the plans or authorized by the Engineer. All materials not used for such purposes
shall be considered as waste materials and disposed of by the Contractor.
B. Waste materials may be deposited in soil banks on the site of the work if space is available. The Engineer
shall authorize such on -site spoil bank locations. Waste materials shall not be left in unsightly piles but
shall be spread in uniform layers and neatly leveled and shaped. Spoil banks shall be provided with
adequate openings to permit surface drainage of adjacent lands. Where on -site disposal is not practical, the
Contractor shall be responsible for off -site disposal at an authorized waste disposal facility.
ALL LATERALS TO BE INSTALLED L:EI VEL
156' 5'
5' (T Y P)
4" PERFORATED DRAIN LINE
SW D ANDMAB1LML IRNISHWCRA—
EARTHEN DAM (NO GRAVEL) 1 A SCH 40 PVC LATERAL
TIMING, HANCOR CO -EXTRUDED
F W
SMOOTH WALL OR EQUAL
V S01L ClW SRpVLR tlST
I
3
r
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6TONL' 1+1" LRI)UP II 0K III
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PROVIDE4"CAPWITHI�HOLEAT
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EACH END OF LATERALCAULK AT
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- :
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LATERAL OPENING AND WRAP
S 1
Ili DIA. HOLE AT 5' O.C.
%T,c,1w� ATNLS[ML: - .�RV
NiW
WITH FILTER
ALL ORIFICES FACE UPWARD
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e
EXCEPT FOR FIRST AND LAST
raLNLx suc
nnN
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HOLE IN EACH LATERAL WHICH
RLVLACLMLT'p ARLA
SHALL FACE DOWNWARDS.
PROFILE
RAINFUP TF,�NCH 5�GION
5L�V�P l AtM 5�CTION
W..ALI WM PR[+P11.S s&. M
NOT TO SCALE
VARIES
VARIES (SEE PLANS)
wl (SEE PLANS)
*POND "C"-Y TO PL TOP BANK=5.2
SPILLWAY
I 11 2' 1 ELEVATION
= 5.0 (INV)
BOTTOM=4,0'
♦ ." 1
5fOP,,M WAS
1. 4" CLEAN SAND AT BOTTOM OF SWALE.
2. LINE SIDES WITH GGEOTEXTILE FABRIC.
SEED IMMEDIATELY AFTER INSTALLATION.
3 PROTECT SWALES DURNING CONSTRUCTION
FROM SEDIMENTATION.
RUNOFF WILL NOT BE DIRECTED TO SWALE
UNTIL SITE IS STABILIZED.
GROUNDWATER ±2.0'
P-, 5WA. 5
TOP ELEVATION
=52TO 5.5'
SPILLWAY
�MECFCANCY TLI.WAY
SEED AND STABALIZE FINISHED GRADE
f
6'
SEASONAL HIGH WATER TABLE.
PP,,,AINFE�P V,,�NCH SECTION
NOT TO SCALE SECTION VIEW
CAST IRON MANHOLE RING AND COVER
VOLCAN FOUNDARY V 12RS WITH VENTED LID OPTION.
rn.rco uwwvan wc,VCR• no aomn,mn cnri •.
6• A.B.C. UNDER TAMC
CAST IRON MAN[IOLE RING AND COVER
VOLCAN FOUNDARY V 1253 WI7n VENTED LID OPTION.
COVER MARKED *SEWER", OR APPROVED EQUAL
TWIC& 5�FIC fAW
TANK 1A000 GALLON WITH A300 ZABEL EFFLUENT FILTER
USE PRECAST INLET AND OUTLET BOOTS.
GROUT EXTERNAL OPENINGS
LEAK TEST PUMP TANK AND INTERCONNECTS AFTER CONSTRUCTION.
FILL TANKSTO Y AAOVP.HIG W.ST 7OINTOR SEAM AND OBST'RVE I,EVRLTOR A
2414OURPERIOD. NO MEASUKAHI.E DROP IN WATER L.EVL+L ALLOWED.
TEST To BE OBSERVED AND CERTIFIED BY ENUINERR_
LEACU
Firm Name and Address
MASSEY DESIGN
& ASSOCIATES, PC
1561 BRADFORD ROAD
SUITE 204
VIRGINIA BEACH, VA 23455
[phone] OFFICE
[757) 313-9226 FAX
Project Name and Address
SURF OR SOUND
REALTY OFFICE
SALVO, NC
Project I Sheet
04.040
Date
316106 5
Scale
1 " — 20' OF 6
COPYRIGHT ® 2004.
MASSEY DESIGN & ASSOCIATES, PC
,4. _; -. ... _.. _• _ L[r_ l T ,r +' a �;, + I,• 14.. 2 t. 1 +� I � 1T 11 ri �

0
TURF GRASS PLANTING CHART:
TYPE: TIME TO SEED RATE
BERMUDA MAY 1 — SEPT. 15 2LBS/1,000 SF
** OR AS PER MANUFACTURER'S SPECIFICATIONS.
PLANTING BALLED- &-B URLAPPED
& CONTAINER -GROWN TREES
M�l
PLANT AT THE SAME DEPTH AS WHEN
PREVIOUSLY GROWN (SLIGHTLY HIGHER
IN PODRLY—DRAINED Sans . SPREAD
OUT ROM OF BARE- SPECIMENS.
PREPARE WATERING
DEPRESSION INSIDE
EXCAVATED AREA
PLANTING SOIL MIXTURE
GARDEN HOSE STAKES MAY
AND WIRE HAVE TO BE
ANGLED TO GARDEN HOSE
AMD DAMAGE
TO ROOT BALL DRIVE STAKES
TURNBUCKLE AT SAME
ANGLE AS
SX OF WIRE
ANCHOR LOO,
BRICK .)
III I I To EP�bFO�
BALL• ALLOWS IT To
SIT DN UNDISTURBED
GROUND
TREES UNDER 20' TREES OVER 20'
SOURCE: VA. DEPTARTMENT [
II
IY
4 - LIVE OAR(
BEDLINE, (TY
55 - WAX MT
PLANT LIST
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
COMMENTS
4
Quercus virginiana
Live Oak
2" Cal.
As Shown
B&B
22
Cleyera japonica
Cleyera
7 gal-
4' ox.
Container, 30-36" Ht.
3
Miscanthus sinensis 'Adagio'
'Adagio' Dwarf Miscanthus Grass
3 gal.
As Shown
Container
55
Myrica cerifera
Wax Myrtle
7 gal.
5' o.c.
Container, 30-36" Ht.
5
Nandina domestica 'Gulf Stream'
'Gulf Stream' Nandina
3 gal.
As Shown
Container
5
Raphiolepsis indica 'Eleanor Tabor'
'Eleanor Tabor' Indian Hawthorne
3 gal.
As Shown
Container
LANDSCAPE NOTES:
1. ALL LARGE TREES SHALL BE A MINIMUM OF 1-1/2" TO 2" CALIPER AND 6'-8' IN HEIGHT AT TIME
OF PLANTING. TREES SHALL BE NURSERY GROWN, HEALTHY, VIGOROUS, & FREE FROM DEFECTS
AND DISEASE.
2. ALL PLANTS SHALL BE IN ACCORDANCE WITH THE CURRENT AMERICAN ASSOCIATION OF
NURSERYMEN'S STANDARDS AND CONFORM IN GENERAL TO REPRESENTATIVE SPECIES.
3. BALLED & BURLAPPED TREES AND SHRUBS SHOULD BE DUG WITH FIRM, NATURAL BALLS OF
EARTH OF ADEQUATE SIZE AS SPECIFIED BY THE AMERICAN ASSOCIATION OF NURSERYMEN,
"AMERICAN STANDARD FOR NURSERY STOCK," WITH THE BALLS SECURELY WRAPPED.
4. CONTAINER GROWN STOCK SHOULD HAVE GROWN IN A CONTAINER LONG ENOUGH FOR THE
ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER.
5. ALL PLANT MATERIAL SHALL MEET THE FOLLOWING SPECIFICATIONS AT THE TIME OF PLANTING:
a. SHRUBS USED FOR LOW SCREENING SHALL BE A MINIMUM 18" - 24" IN HEIGHT.
b. LARGER SHRUBS USED FOR BUFFERING SHALL BE A MINIMUM OF 30" - 36" IN HEIGHT.
c. SMALL TREES SHALL BE A MINIMUM OF 6'- 8' IN HEIGHT AT TIME OF PLANTING.
d. LARGE TREES SHALL BE A MINIMUM OF 6' -8' IN HEIGHT AND 1-1/2" TO 2" IN CALIPER AT TIME OF
PLANTING.
6. PLANTS SHALL BE PROTECTED DURING DELIVERY.
7. TREES & SHRUBS SHALL BE PLANTED AS SOON AS POSSIBLE AFTER DELIVERY.
8. PLANTING:
a. ALL TREES & SHRUBS SHALL BE PLANTED IN SUCH A MANNER AS TO ENSURE THEIR SURVIVAL.
b. ANY ROPE OR WIRE BINDING THE BALL SHALL BE CUT PRIOR TO PREVENT GIRDLING OF THE TREE.
REMOVE WIRE, TWINE, AND BURLAP FROM THE TOP HALF OF ALL B&B PLANT MATERIAL.
c. IF A NON -BIODEGRADABLE MATERIAL IS USED AROUND THE BALL, IT SHALL BE COMPLETELY
REMOVED PRIOR TO BACKFILLING.
d. PRIOR TO INSTALLATION, THE ROOTS OF CONTAINER GROWN STOCK SHALL BE SEPARATED OR
SPLIT TO ENSURE PROPER ROOT DEVELOPMENT.
e. THE FOLLOWING PLANTING SEASONS ARE RECOMMENDED:
EVERGREEN SHRUBBERY SEPT. - MAY
DECIDUOUS SHRUBBERY & TREES OCT. 15th -APRIL 15th
EVERGREEN TREES NOV. 14th - MARCH 31st
9. ALL PLANTING AREAS SHALL BE COVERED WITH 2" TO 3" OF SHREDDED HARDWOOD MULCH AS
SPECIFIED ON THE PLAN. DO NOT PLACE MULCH IN THE CROWN OF PLANTS OR AGAINST THE BASE
OF TRUNK ON TREES OR SHRUBS.
10. ANY PLANT SUBSTITUTIONS, RELOCATION, OR REQUIRED CHANGE SHALL REQUIRE THE APPROVAL
OF THE COUNTY ARBORIST AND/OR THE LANDSCAPE ARCHITECT.
44 TEJC fMA1NICE3 r%C TUC 0E3f'%M []TV CUAI I OC OCCOnKICIOI C UnD TUC r'r1AITIAII Ir-n DDnDCD 11AAIKITCKIAAIr1C=
LANDSCAPE PLAN PREPARED B Y
STEPHEN E. ZUREK, CLA
LANDSCAPE ARCHITECT
[phone]
N
I
+I
I
I
GRAPHIC SCALE
I 20 10 0 20 40 50
1
(IN FEET)
1 INCH = 20 FEET
I
Firm Name and Address
MASSEY DESIGN
& ASSOCIATES, PC
1561 BRADFORD ROAD
SUITE 204
VIRGINIA BEACH, VA 23455
[phone] OFFICE
[phone] FAX
Project Name and Address
SURF OR SOUND
REALTY OFFICE
SALVO, NC
Project I Sheet
04.040
Data
3/6/06 6
Scale
1 " = 20' OF 6
COPYRIGHT ® 2004,
MASSEY DESIGN & ASSOCIATES, PC
i i 1. 1 1 I I 'i r�) ✓. I .r i , T �e� ','}{•I ea r I Ij 1 j r 1 o r' I,.
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