SW8041001_APPROVED PLANS_20041110

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

_..�. --- - i. .. .. .. i . : I .. � r .. } _ . .. � i . - • r i i - - �_... �! —:tee... _. E. _ir i .
z
� Z
�. ni,
Z
as
0
J'
SITE
N.C. HIGHWAY 172
VICINITY MAP
NTS
CONTACT INFORMATION
WATER:
ONSLOW COUNTY PUBLIC UTILITIES
CONTACT KERRY RANDALL
PHONE. [phone]
STORM DRAINAGE:
NCDENR - DWQ
CONTACT LINDA LEWIS
127 CARDINAL DRIVE EXT.
WILMINGTON, III C. 28405
PHONE [phone]
FAX. [phone]
SANITARY SEWER
NORTH TOPSAIL UTILITIES
1095 HIGHWAY 210
P.O. BOX 856
SNEADS FERRY, N. C. 28460
CONTACT_, EDDIE BALDWIN
PHONE: [phone]
FAX. [phone] .
GAS.
NOT AVAILABLE
ELECTRIC.
JONES ONSLOW ELECTRICAL COOP
PHONE: [phone]
TELEPHONE:
VERIZON
PHONE: [phone]
PLANNING /ZONING:
ONSLOW COUNTY PLANNING
604 COLLEGE STREET
JACKSONVILLE, N.C. 28540
CONTACT' JAMES JARMAN 11
PHONE. [phone]
FAX.- [phone]
DRIVEWAYS-
NCDOT--DOH
ONSLOW CO. MAINTENANCE
299 WILMINGTON HIGHWAY
JACKSONV1LLEf. N.C. 26540
CONTACT: JOSH FOLEY
PHONE. [phone]
FAX' [phone]
REVISIONS:
Q
10-11-04
NCDENR COMMENTS
RCN
®
10-26-04
NCDENR COMMENTS
RCN
®
11 3-04
NCDENR COMMENTS
RCN
NO.
DA TE
DESCRIPTION
BY
BRANCH BANKING AND TRUST COMPANY
P.O. BOX 1290
WINSTON SALEM, NORTH CAROLINA 27102=1290
PHONE NUMBER: (336) 703=5705
FAX NUMBER: [phone]
SITE ADDRESS: N.C. HIGHWAY 210 & N.C. HIGHWAY 172
SNEADS FERRY
.. NORTH CAROLINA
CSD PROJECT NUMBER: BB T,,0404
AUGUST 18., 2004
SHEET INDEX
C-1 TOPOGRAPHIC SURVEY
C--2 SITE PLAN f
C-3 GRADING & EROSION CONTROL PLAN
C-4 UTILITY PLAN
C-5 DETAILS
C-6 DETAILS
C-7 DETAILS
C-8 LANDSCAPE PLAN
C1�
SITE INFORMATION
SITE ADDRESS.,
N.C. HWY 210 & N.C. HWY 172
OWNER /DEVELOPER:
BRANCH BANKING & TRUST CO.
P.O. BOX 1290
WINSTON-SALEM, N.C. 27102-1290
PHONE: [phone]
FAX.- [phone]
DESIGNER.
COMMERCIAL SITE DESIGN, PLLC
7501 CREEDMOOR ROAD, SUITE 106
RALEIGH, NORTH CAROLINA 27613
PH: [phone], FAX.- [phone]
ZONING:
HB - HIGHWAY BUSINESS
EXISTING USE:
VACANT
PROPOSED USE.
BANK
BUILDING SETBACKS:
N.C. HIGHWAY 210 ..............
65 FEET
INTERIOR SIDES ..._...................
20 FEET
REAR .............................
25 FEET
PARKING REQUIREWNTS:
1 PER 200 SF OR GFA, PLUS
1 SPACE PER 2 EMPLOYEE'S
4,672/200 = 24 SPACES
12 EMPLOYEES /2 = 6 SPACES
30 SPACES REQUIRED
PARKING PROVIDED.
30 REGULAR SPACES
2 HANDICAP SPACES
32 TOTAL SPACES
SITE AREA:
61,153 SF OR 1.40 ACRES
DISTURBED AREA.
83,199 SF OR 1.91 ACRES
,.MPERVIOUS AREA:
40,094 SF OR 0- 92 ACRES
PERCENT OF IMPERVIOUS AREA:
659a,
BUILDING AREA.
4,6.72 SF
WATER:
ONSLOW COUNTY PUBLIC UTILITIES
SEWER'
NORTH TOPSAIL UTILITIES
,. M
RECEIVED
Nov 0 4 2W4
DWQ
PROM # '� �? C) LJL>
®°yd Gily � G",,, h-•�
fIT= F- ll
0
f—lNGIIVrPFZING • • hL—^NNING +
7W CREEDMOOR ROAD • SUITE 106 • RALEIGH, NORTH CAROLINA 27613
PHONE: [phone] • FAX: 91G -848-3741
!
i o;s ' �sa tr! ✓� r xE - ! ! - �4i eE ' ,I S + Y LI Sr� 1( 4,{,
(,�kd'.�� (15
'iE.i Li
PRELIMINARY DESIGN — NOT RELEASED FOR CONSTRUCTION

• '• r S ,
� •..;�•.,-�.. ����-, ..,_.1l t+. ..,. 1.� _1. I _1 ,14 2_
z
� S
a �s
e �
F�
Nj
�i
J
SITE
N.C. HIGHWAY172
VICINITY MAP
NTS
LEGEND
UTILITY NOTE
THE UNDERGROUND UTILITIES SHOWN HEREON AREA COMPILATION
OF FIELD DATA AND INFORMATION PROVIDED BY THE TOWN OF
SNEADS FERRY. ALTHOUGH EVERY EFFORT HAS BEEN MADE TO
ACCURATELY LOCATE THE UNDERGROUND, THE SURVEYOR TAKES NO
RESPONSIBILITY FOR THE LOCATION OF ANY UTILITIES SHOWN HEREON,
EITHER IN SERVICE OR ABANDONED.
PROPOSED TRACT IB
NEW AREA
39,386 SF OR 0.90 ACRES
INGRESS, EGRESS, REGRESS,"' \ N
DRAINAGE & UTILITY EASEMENT
BOOK OF MAPS 44, PAGE 178 \
D.1.
NO LID)
TRACT II V IN (24 ) 3.
IN OUT (1. _
THE LANDING AT SNEADS FERRY
BOOK OF MAPS 44, PAGE 178
DMH
RIM = 38.6
INV = 34.3' jp3
INGRESS, EGRESS, REGRESS,
DRAINAGE & UTILITY EASEMENT
BOOK OF MAPS 44, PAGE 178
1� X
D_I.
(NO LID)
INV 1N (24) = 34.8'
INV OUT {12) = 34.6'
A
CALCULATED POINT
EXISTING IRON PIPE
IRON PIPE SET
BORE HOLE
Q
SANITARY SEWER MANHOLE
©
SANITARY SEWER CLEANOUT
wv
WATER VALVE
®
WATER METER
FIRE HYDRANT
TELEPHONE PEDESTAL
QT
TELEPHONE MANHOLE
p
ELECTRIC BOX
•�
LIGHT POLE
POWER POLE
�.
CURB INLET
0
STORM DRAINAGE MANHOLE
❑
YARD INLET
= = - -
- - - STORM DRAIN
OU
OVERHEAD UTILITIES
UE
- UNDERGROUND ELECTRIC
UT
UNDERGROUND TELEPHONE
w—
WATER LINE
SS------^
SANITARY SEWER LINE
GAS LINE
G
— X
X FENCE LINE
PROPOSED TRACT I A
NEW AREA
126,310 SF OR 2.90 ACRES
A �14, 8
J► � 678 � 3�
EXISTING
REBAR O--'
12• CM: s
r FO_ � 1 l
u==u t3vvrn IvaV, r-^v= 1s
r et c IiVP-) 100�-
� f F01
A
• F SIGN a _
-F�LOw u►��
N49 BOX
.rAIDY -12 # ._ re of 7 ROAD of
I r L EDGE OF PAvr--_- -F°--�• _ C�rcr. INV -1 37.2- �--EX_ GRAVEL
DRIVE
FO�� FO D FIBS LOCATION
LIES (1YP•1 �� �•�
FO�— APP OU
OF UNDERGR ��.
GENERAL NOTES
1.) THE SURVEY SHOWN HEREON DOES NOT
MEET ALL OF THE REQUIREMENTS AS SET FORTH IN NCGS 47 30,
AS AMENDED AND IS NOT FOR RECORDATION
2.) ELEVATIONS AND GRID INFORMATION TAKEN FROM N. C.G.S. MONUMENT "SUNOCO"
HAVING GRID COORDINATES OF N=294,676.966, E=2,471,294.332' (NAD 83)
AND AN ELEVATION OF 45.46' (NGVD 29).
3.) ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
4.) ALL AREAS COMPUTED USING COORDINATES FROM MEASURED FIELD
DATA.
5.) BEARINGS BASED ON N. C. G. S. MONUMENT SUNOCO (SEE NOTE 2) AND MONUMENT
"BRICK" HAVING GRID COORDINATES OF N=294,359.699, E=2,469, 722.769'
(NAD 83).
REFERENCES
BOOK OF MAPS 44, PAGE 178
DEED BOOK 204Z PAGE 874
DEED BOOK 2234, PAGE 30
DEED BOOK 1019, PAGE 75
OF THE ONSLOW COUNTY REGISTER OF DEEDS OFFICE
TAX PARCEL ID NUMBER., 765-56
NC PIN NUMBER: 427903045677
TAX RECORD NUMBER: 29776
EXISTING PARKING
SUBJECT PROPERT HAS NO DELINEATED PAINTED PARKING SPACES.
FLOOD INFORMATION
SUBJECT PROPERTY IS NOT LOCATED WITHIN SPECIAL FLOOD HAZARD ZONE
IT IS LOCATED IN ZONE "Co AS DEFINED BY HUD F.I.R_M. COMMUNITY PANEL
NUMBER 370340 0465 D, WITH AN EFFECTIVE DATE OF NOVEMBER 4, 1992.
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CHORD
BEARING
DELTA
C1
1 56.78'
75.00'
29.8X
55.43'
N19°09'36"E
43"2227"
O" �p
(3) GUY
WIRES � OG
O FIRE \ 03
p� HYDRANT OG \
NI
LIGHT OG \ \
POLE
OJ
\ \
s
G \
\ N.C. G.S. MONUMENT
o N,\ \ \ N U294,676.966' \
\ E = 2,471,294.332'�
404.00' Tp CENTERfJNE (NAD 83)
INTERSECTION OF N.C. HIGHWA\ \ ELEV. = 45.45'
AND N.C. HIGHWAY 172 \ (NGVD 29)
IN
---580•3014
rAL -Nr) GIS7ANC� \ \ \
C'Rp0 Outer
\
—�r491U-r,
EADD O ��f
OVERH
0
l � 1
� aarseeea�saaara s�
�-� �`*��e� �► C° ® v 'ems
AL �t
GRAPHIC SCALE
0 15 30
BRIAN,
�rl+tctrc6'. yaw
I inch = 30 Ft -
PROPOSED PARCEL AREA = 61.7154 SF OR 1.40 ACRES
W
O rn
U ti
I� '
N
j o
U
CV
ca CU
Z
L
Z
Lu
N
cl)
Q
z
�oz
ca o
W
U
m45
O
U
N
� J
� � o
U �Or
o
c/) � o
� � o
(V
1 ❑
U o
CL
� U
co
fECTNO. BBT 0404
VAME: BBT0404-T
0VN BY RCN
1 "=30'
7-16-04
FTNO.
C—
m
ti
A
O
z
Lu
j
ti+�1
r
V
0
CL
0
0
` .;.T 1' 71 YT s !r r„T r.,f!. �1 t rT 5 f r:ft .ems
S I i I r 'r f �' ' .r � �t °' 1 !� sl � �i ,� � - � y('�l '9r-{• � j1{,

. .. �..� _. . S r. '.! , t. .� _ - s, �L:s _-»_.._,__ :r✓�.,.__ �. .
SOILS NOTE:
SOILS AT THE SITE CONSIST OF SILTY SANDS, SANDY CLA YS, CLAYS AND FREE
DRAINING SANDS.
Z
�� �'s EROSION & SEDIMENT CONTROL NARRATIVE:
WV=36.V
owl
r i
G�' f
� i s
� o �
0
� q�
N The proposed BB&T site is located between NC Highway 210 and NC Highway 172 in Srneads
o Ferry North Carolina. The proposed construction will consist of a .single -story 4,572 square foot
J building wfth 32 panting spaces. The site is 1.40 acres and is cu►Tendy undeveloped land with
SITE TE grassy vegetative cover. The proposed disturbed area is 1-91 acres. The site topography slopes
generally 3 to 4% from northeast to southwest. The adjacent property to fire east of the subfect
property is vacant and an office building is under construction on the property to the west The
proposed erosion & sediment control measures include silt fence, inlet protection, temporary / // / /l ( \ \ [ 1
seeding and construction entrance_ Silt fencing is an adequate measure to protect along -the
N.C. HIGHWAY 172 perimeter of disturbance, due to the free draining sandy soils of ##a site the short duration of \ \ G \
eonstrudion for BB&Tskes, and the ft&aft ion of curb and guttemnlet protection early in the
PROPOSED STORM DRAINAGE TABLE
LABEL
TYPE
TOP
INVERT
"C"
PRE CON CTRUCTION
!"
A
OW
PRE -CONSTRUCTION
Q.
111BP O
SEE DETAIL
41.75
36.75138, 75
0.70
0.20
7.1
0.54
2.68
0,77
I11BP la
SEE DETAIL
41.75
36.34138.75
0.95
0.20
7.1
0.03
0.20
0.04
AMP 2Q
SEE DETAIL
39.00
35 28135.00
0.83
0.20
7.1
0.36
2.24
0.54
ABPQ
SEE DETAIL
41.25
35 95138.00
0.76
0.20
7.1
0.27
1.45
0.38
TD®
TRENCH
DRAIN
GRATE = 41.00
-
0.95
U20
7.1
0.04
0.27
0.06
TD SQ
TRENCH
DRAIN
GRATE=MATCH
FXISITING ±38.25
-
0 95
0.20
7.1
0.018
0.12
0.03
1lBP . 4O
SEE DETAIL
41.00
37.13139.00
-
-
-
-
-
-
!I/BPO
SEE DETAIL
±38.25
36.25136.50
-
-
-
-
-
-
DIQ
SLAB TOP
INLET
35.00
32.12
-
-
-
-
-
-
Construction process
VICINITYMAP / j\
UNDERGROUND INFILTRATION 5
31 RAINSTORE'3 INFILTRATION PROPOSED TRACT IB / % / INV. 37.86 /
NTS UNITS, STACKED TO 4" DEEP NEW AREA /
TOP OF INFILTRATION UNITS = 37.33 TOP I H.25 Y-P�SrS UCTURE 3�
BOTTOM OF INFILTRATION UNITS = 37 00 38r D7& SF OR (). 83 ACRES TOP=,41.25 /
WE!),�,TO 13Y-P&aTTRUCfURE = 40.33
Too POLYCAST 600 PRE -SLOPED TRENCH DRAIN INV, OU�TO AUFI AREA = 39.00
TEMPORARY SEEDING GRATE = MATCH P VEfW1;NT ±38 25 r C1J36.
OUTLET TO IMP50 $ / a ` fNV�UT 3 = .95 1
SEEDING MIXTURE strcrtgwelloam
PHONE. [phone] P 1
SPECIES SPECIES \ //�*,� 8 LF - f RCP
RYE {GRAIN} 120 \ \�/ / `'O AINIS
E DETAV S TORE 17
ANNUAL LESPEDEZA (KOBE IN \ / / // an
PfEDMONTAND COASTAL PLAIN, UNDFRGROV D l�IFILPMTJONA 8 11 S 42.50
KOREAN IN MOUNTAINS) 50 \
j j 31$ RAINSr 1 i47R4T10N/
AC T f
OMfTANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND \ O j TUNITS, STOP OF INFIL. 1 40;33'E _V ♦ ,
BEYOND DUNE. \ \� \ j BOTTOM OF it !'UNI• 39�_30. 43.50
(SEE DETAIL}/. jf 43.00
\ ji/ SEEDING DATES �, �
MOUNTAINS - ABOVE 2500 FT FEB_ 15 - MAY 15 \ jr` \ \ . % �� '� 41.25
BELOW 2500 FT.- FEB. 1 - MAY 1 /PIEDMONT - JAN. 1 - MAY 1 INGRESSEGRESS, REGRESS \ ��z COASTAL PLAIN- DEC. -APR. 15 DRAINAGE & UTILITY EASEMENT
BOOK OF MAPS 44, PAGE 178 \�'�\� 41.75
SOIL AMENDMENTS \ D 1. y.� 1 / / `� � / r 41.25
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBIACRE GROUND AGRICUL- NO LID) ` � ! � � � � / -' / � ya � ♦ � k
TURAL LIMESTONE AND 750 LB/ACRE 10 10-10 FERTILIZER. V !N (24 j 34.
TRACT If W%,Ot, r1 =34, r ,�� 1 \ EA #5 �/ 1 ; l
MULCH THE LANDING AT SNEADS FERRY , ` �� j �, 018 ACRES / i
APPLY4,000LB/ACRESTRAW.ANCHORSTRAWBYTACKINGWITHASPHALT,NETTING, BOOK OF MAPS �r� ♦ j i
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE MATCH EXISTING ,�� , 3244 ♦ j i `.
USED AS A MULCH ANCHORING TOOL. CURB & GUTTER
MAINTENANCE + .%',C'�'P c� ♦ v ♦ i l
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE RESEED, REFERTILIZEAND MULCH DMH ,iceE ��. % i
IMMEDIATELY FOLLOWING EROSION OR OTHERDAMAGE. } RIM = 38.6'
P- f INV = 34.3' 0.50
Y'
8LF- " VC ,i P-® / 40.OD
TO RAINSTORV UNITS fo / P O �♦
fr 64 LF - 36 A /
(SEE DETA(L) o @ pQ% 40. 0 133 LF - 15" RCP
MATCH STING ,o @ 0 50X J
4Q
CURB &EG77ER/ s/ S 40.50 AREA #2 ! "; EXPOSED J .
INFIL. INLETBY-PASS STRUCTUREI j �• U
,i 40.00 Q 3$ ACRES FOUNDATION
TOP = MATCH PAVEMENT ±38.25
WEIR TO BY-PASS STRUCTURE = 37 / DI© SLAB TOP / / 39.50
INV OUT TO INFIL. AREA = 37.00 i' RIM = 35.00 39-DD F E 4'�::
\ SUMP = 36.50 INV. = 32,12 ^�
\ V. OUT (P- ia) = 36.25 /, f' / P- ® / �� 1_� ��. �X BORE
\ INGRESS, EGRESS, REGRES 24 LF - 36"RCP ♦ �'� H LE #2
\ DRAINAGE& UTILITY EASEMENT + @ 0.50Yo f / /ji RIP RAP cr° ,r
BOOK OF MAPS 44, PAGE 178 j
\ i�, / F_E.S. 1 APRON
O
i
/ INV = 32.00 f /�� '��� # _ % / 43.0.0
VEGETATED FILT7= ,// 36
(SEE DETAIL)/
///"/,t> '0%CP 1lILT
lfCi r� AREA#1a
�y d 0.03 ACRES
II�VOUT =352240.50
f ; !
/ " 40.00 f
12 LF 0.50% C� � O � BO E � ♦
o / @ f �� HO E #1 s
INFIL. INLEPSY--PASS STRIlCTUREO % # 8
\ o• TOP = 39.00 P-
WEIR TO BY-PASS STRUCTURE = 38.33 8 LF - 12"RCP 42.5 TO Ri
..-
\ INV. OUT TO INFIL. AREA = 37,00 TO RAINSTORE U !TS4100
_X
INV.
,l SUMP = 35.00 (SEE DETA! O 50
INV IN (P-d, P-Q) = 35.28
0
INV IN (P-{ 137 35.93 \ 43.50 'f>
� �-" � � INV OUT l� 2 } = 3528 UNDERGROUND INFIL TIONARF�4 2 ( 42.50 j
D I _ 501 RAWSTOREs1NFIL TION
(NO L!fl} UNITS; STACKED TO 143'DEEP
INV IN (24') = 34.6' TOP OF INFIL UNITS: 38.33 141 Lk - 15" RCP
PERMANENT SEEDING INV OUT (12 = 34.6' BOTTOM OF (SEEETA L) NFIL UNITS: 3.700 0.75%
SEEDING MIXTURE �y
SPECIES SPECIES
CENTIPEDE GRASS 10-20 LB/ACRE (SEED) OR
33 BUTACRE (SPRIGS))
SEEDING DATES
MAR. -JUNE
(SPRIGGING CAN BE DONE THROUGH JULY WHERE WATER IS AVAILABLE FOR
IRRIGATION.)
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LBIACRE
10-10-10.
SPRIGGING
PLANT SPRIGS IN FURROWS WITH A TRACTOR -DRAWN TRANSPLANTER, OR BROADCAST
BY HAND.
FURROWS SHOULD BE 4-6 INCHES DEEP AND 2 FEET APART. PLACE SPRIGS ABOUT 2 FEET
APART IN THE ROW WITH ONE END AT OR ABOVE GROUND LEVEL. (FIGURE 6.11D).
BROADCAST AT RATES SHOWN ABOVE, AND PRESS SPRIGS INTO THE TOP 112-2 INCHES OF SOIL
WITH A DISK SET STRAIGHT SO THAT SPRIGS ARE NOT BROUGHT BACK TOWARD THE SURFACE.
MULCH
Do NOT MULCH.
MAINTENANCE
FERTILIZE VERI SPARINGLY - 20 LBIACRE,NITROGEN IN SPRING WITH NO PHOPHORUS
CENTlPEDEGRASS CANNOT TOLERATE HIGH pH OR EXCESS FERTILIZER
GRADING/EROSION CONTROL LEGEND
Ia SHWT SEASONAL HIGH WATER TABLE
INFIL. INLETIBY-PASS STRUCTURE --- SILT FENCE OUTLET
STORM PIPE INLET PROTEC7ION
XXX.XX TOP OF CURB . BUILDING DOWNSPOUT
XXX.XX BOTTOM OF CURB
HANDICAP AREA (2% MAX. SLOPE) SF - SILT FENCE
SPILL CURB TP - TREE PROTECTION FENCE
KI XX TW IS GROUND AT TOP OF WALL 'DIVERSION DITCH
T
BW--XXXXX BW 1S GROUND AT BOTTOM OF WALL - Lp - LIMITS OF DISTURBANCE
IN INLINE DRAIN FLARED END SEC770M
ROOF DRAIN
8" CORRUGATED PLASTIC
-RD- s' MIN. COVER CONSTRUCTION ENTRANCE
1 % MIN. SLOPE
PVC IN TRAFFICAREAS
SEDIMENT TRAP
PROPOSER TRACT I A�
NEW AREA _
124,598 SF OR 2.66 ACRES ` 'A
INFIL. INLETBY--PASS STRUCTURE G
TOP = 41.75
WEIR TO BY-PASS STRUCTURE = 4 1. 00 SHWT c
INV OUT TO INFIL AREA = 40.00 3&0
SUMP = 38.75
INV OUT (P- 10= 36,34
P_ 15
106 LF - 12' RCP
@ 0.75%
PO
64 LF - 15" RCP
@ 1.00%
'r
i y`
. X
�_a
SHWT =
INV = 41.
INV.
CHANNEL DESIGN
Q10 PEAKFLOW = (0.45)(7.1)(0.33) = 1.05 CFS
CHANNEL SLOPE = 3Y120' = 0.025
V-SHAPE CHANNEL, 3:1 SIDESLOPES, MIN. 0.75' DEPTH
MIN CS AREA = 1.7 SF
PERIL LINING = CENTIPEDE GRASS, n= 0.077
MIN. VELOCITY = (1.49/0.077)(0.36P(0.025)f2 1.54 FPS
MIN CHANNEL CAPACITY = (1.54 FPS)(1.7 SF) = 2-59 CFS
TEMP. LINING = STRAW W/NETTING
N\
TBM \
NAIL IN
ELE�V�7122)3�5
.
EXISTING
7p • \
N�_
\ `id c2J
48 LF - i CID
rr acc run r
43.75 44.00
43.25 \ \
• \ REMOVi€ EXISTING `
15"?CP \
lNLINE
DRAIN r OG
Of RIM--42.50
\ (hip•) UTILITY �O
\ \ POLE i O
AREA #1 \ \ 3 G
0.54 ACRES ` \ I (3) GUY �0 o
\ f WIRES O\
` Q� XISTING
43. F7EBAR
42.50 {
O \
- 12"RCP 42.50 PERMANENIS DIVERSION
ISTORE UNITS
E DETAIL) P- 80 010 PEAKFLO)W = (0.20)(7.1)(0.91) = 1.29 CFS \
i _F - 12" RCP CHANNEL SLOPE = 3Y300' = 0.01
TO RAINSTORE UNITS V-SHAPE CHANNEL, 3:1 SIDESLOPES, 1.O' DEP
O \
(SEE DETAIL) CS AREA = 3_ SF \
/ PERM. LlNIN = CENTIPEDE GRASS, n = 0.077
VELOCITY= 1.4910.077)(0.47)- (0_01)'n= 1.1 FPS
Y 42.25 { CHANNEL CAPACITY = (1,18 FPS)(3.0 SF) = 3. CFS LI3! iT \
�\ 41.75 TEMP. LINING STRAW WI NETTING J POLE
I NIF
OMEGA WORLD TRAVEL, INC_
�+ NEED BOOK 1019, PAGE 75
INFIL. INLET/BY PASS STRUCTURE iQ
♦ TOP = 41.75 J
/ WEIR TO BY-PASS STRUCTURE = 41.00
INV OUT TO INFIL. AREA = 40,00
SUMP = 38,75
/\ INV OUT (P- 0) 36.75
UNDERGROUND INFILTRA 71ON AREA 1
43.00 605 RAINSTOAE'3INFILTRATION
4 50 UNITS, STACK% TO 1'DEEP
TOP OF WFIL. UNI 4 1. 00
QO� / BOTTOM OF INFIL_ .UNITS: 40.00
N (SEE DETAIL)
AREA �4 f r
P 0.04 ACRES r r r
8 LF - 4" PVC
° TO RAINSTORE UNITS
(SEE DETAIL)
UTILITY
TD® POLYCAST 600 PRE -SLOPED TRENCH DRAIN POLE UTILTIES (typ-)
UNDERGROUND INFILTRATION AREA 4 1 6 GRATE = 41,00 r �J OVERHEA�__�r"OU
62 RAINSTORE3 INFILTRATION 1 OUTLET TO 1I/BP® r' r / _rrrOU
UNITS, STACKED TO 4" DEEP strongwellcom
TOP OF INFILTRATION UNITS = 39.83 yn' 1 PHONE: [phone] �f ��=-� `}, Ou-�"
LF - 15" RCP
@ 0.75% i
BOTTOM OF INFILTRATION UNITS = 39,50 l i OU
INFIL. INLETIBY-PASS STRUCTURE 4O ` J
TOP=41-00 XISI`IvG OVERHEADOU`�~-
WEIR TO BY-PASS STRUCTURE = 39.83 r REBAR � = 37.OI \ Ou ! -
INV OUT TO INFIL. AREA = 39.50 NCE� OU `� -�' FOI
SUMP = 39.4 �r FqO F0�-
INV (P- OUT (P- ) = 37.13 ��
, (� J
SHWT = 37.30 r �56 LF -15" RCP ILEAGE ROUTE O
�r CLASS IV @ 0.45% % SIGN � -
r 39mAIL
_001" Box
� FLU cry
CONSTRUCTION SEQUENCE:
THE CONTRACTOR ISRESPONSIBLE FOR ENSURING THAT EROSION IS MINIMIZED AND THAT
COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND
ORDINANCES IS MAINTAINED THROUGHOUT EXECUTION OF THIS PROJECT.
1. CONSTRUCT ENTRANCE PADS AT NORTH, NORTHEAST & SOUTH ENTRANCES TO THE SITE.
2. INSTALL SILT FENCE AS SHOWN ON PLANS.
3_ INSTALL STORM DRAINAGE AND INFILTRATION AREAS.
4. PLACE STONE ON ENTRANCE DRIVES AND PARKING AREAS
5. INSTALL INLET PROTECTION ON STORM INLETS.
6. EXCAVATE AND PROMPTLY SEEDIMULCH PERIMETER AREAS OF SITE
7 INSTALL CURB AND GUTTER, :CONSTRUCT FLUMES WITH VELOCITY DISSIPA TORS.
8. GRADE AND EXCAVATE FOR BUILDING PAD AND FOUNDATION AREA.
9. CONSTRUCT BUILDING.
10. FINE GRADE AROUND BUILDING, SPREAD TOPSOIL, SEED OR SOD AS APPLICABLE.
11. FINE GRADE PARKING -AREA, ADD STONE WHERE NECESSARY.
12. FINE GRADE AND SEED OR SOD DISTURBED AREAS.
13. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES.
14. REMOVE ACCUMULATED SILT FROM ALL EXISTING DRAINAGE.
GRADING/EROSION CONTROL NOTES
1. ALL GRADING, BACKFILLING, EXCAVATION, ETC___, SHALL BE W ACCORDANCE WITH THE
RECOMMENDATIONS SET FORTH IN THE GEO TECHNICAL INVESTIGATION REPORTS -
REFER TO THESE REPORTS FOR ADDITIONAL INFORMATION NOT TRANSFERRED TO
THESE PLANS.
2. CONTRACTOR IS TO CONTACT NORTH CAROLINA "ONE CALL"AT 800-632-4949 FOR
UNDERGROUND UTILITY LOCATION 48 HOURS PRIOR TO ANYDIGGING.
3. THE EROSION CONTROL MEASURES ARE TO BE IN PLACE PRIOR TO ANY EARTHWORK
4. ALL EROSION CONTROL MEASURES SHALL BE. MAINTAINED UNTIL DISTURBED AREAS
ARE STABILIZED_
S. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED AND REPAIRED AT THE END OF
EACH WORKING DAY.
6. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE
SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENTLADEN RUNOFF TO ANY STORM
DRAINAGE SYSTEM.
7 CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OFAU U77LITIESPRIOR TO
BEGINNING CONSTRUCTION.
8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION
ENTRANCES.
9. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND CONS7RUC770N IS
1.91 ACRES.
10. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN
DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF SITE. TEMPORARY SOIL
STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS OF DISTURBANCE TO DENUDED
AREAS THAT MAY NOT Bl= A T FINAL GRADE, BUT .WILL REMAIN DORMANT FOR LONGER
THAN 30 DAYS. PERMANENT STABILIZATION SHALL BEAPPLIED TO AREAS THATARE TO
BE LEFT DROMANT FOR MORE THAN ONE YEAR.
11. ALL CUT AND FILL SLOPES AND CHANNEL SIDESLOPES WHICH ARE NOT TO BE PAVED,
SHALL BE SEEDED UNTIL A GOOD STAND OF GRASS IS OBTAINED IN ACCORDANCE WITH:
A. 100 LBS PER 1,000 SQUARE FOOT GROUND LIMESTONE OR EQUIVALENT. NO SOIL
TEST REQUIRED FOR INITIAL ESTABLISHMENT.
B. 20 LBS OF 10-10-10 FERTILIZER OR EQUIVALENT PER 1,000 SQUARE FOOT.
C. VARIETIES TO BE SEEDED.
I. SPRING SEEDING- MARCH 1 -APRIL 30,SPRING OATS 2.5 LBS PER 1,000 SQUARE
FOOT
2. SUMMER SEEDING - MAY 1 - AUGUST 1; WEEPING LOVE GRASS AT 2 OZ. PER
SQUARE FOOT MIXED WITH 1 BUSHEL OF SAWDUST FRO UNIFORM SEEDING.
3. ASPHALT MULCH 6 GALLONS PER 1,000 SQUARE FOOT ALL SEEDING WILL BE
MULCHED_
WETLANDS NOTE
AS STATED IN THE ARMY CORPS OF ENGINEERS ACTION ID #200100170, THERE ARE NO
JURISDICTIONAL WATERS OR WETLANDS WITHIN THE PROJECT BOUNDARIES.
NOTE. -
SEASONAL HIGH WATER TABLE (SHW-0 ELEVATIONS BASED ON WATER TABLE DEPTH FIELD
INVESTIGATION BY MCKIM & CREED FOR SW8 040110 ONSLOW COUNTY, "THE VILLAGE ON
S1_PTEMBER 10, 2004_
PROPOSED STORM PIPE TABLE
LABEL
TYPE
SLOPE
SIZE
LENGTH
P-1J
RCP
0,75
15"
141 LF
P-
RCP
0.75
15"
55 LF
P- D
RCP
0.50
15"
12 LF
P-Q
RCP
0.50
15"
133 LF
P-Q)
RCP
0:50
36"
64 LF
P ®
RCP
0.50
36'
24 LF
P-O
RCP
1.00
15"
64 LF
P-®
RCP
1.00
15"
48 LF
P-Q7
RCP
0A5
15"
56 LF
P-®
RCP
0.00
12"
8 LF
P-0
RCP
0.00
12"
8 LF
P 0
RCA
0.00
12'
8 LF
P- 0
RCP
0.00
12"
8 LF
P- 0
RCP
0.75
12"
106 LF
P- 45
RCP
0.50
12"
64 LF
P- ®
PVC
0.00
4'
8 LF
P-
PVC
0.00
4'
8 LF
r OU INV =.5_ - -~ A �/ '� 7 tr o
EXISTING r-�``-'.O(i r -,'-� y -6i �±IJH T jI! �-- ASpHW-TR
REBAR @' f --lt.� a `� �' = 36.75 r +H I V r 1 €I 55 MPH ' r
12" CM '- = �- Et7 _ r PA E E T ~-GL% �J1+' V �• pIJB IG � ffJ I X PK NAIL FO X f r
-�--
FO i Ei�GE O� - - O G�[! rI �0���lfY CI�AVF� aRfVE 1
FLOOD NOTE:
E?C- PKlL1AIL tf C
--EX, OU r r SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD
PA) En_._FO a
7GRAVEL[)I tEptsE OF f'A p -�WV = 37. 2' \- EX. GRAVEL
DRIVE
�o �
�- MATE LOCATIO
FO-F© UND�``EPGPOLIN© FIFE df'Tt LIES g � -�
FO OF
� r
r -
1�
� S®
� o
SEAL
24501 rlo
0©m000�
HAZARD ZONE. IT IS LOCA TED IN ZONE "C" AS DEFINED BY HUD F.I. R. M.
COMMUNITY PANEL NUMBER 370340 0465 D, WITH AN EFFECTIVE DATE
OF NOVEMBER 4, 1992.
GRAPHIC SCALE
30 0 15 30 60
I inch = 30 ft
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
I zL
�2 I 1102
z Z Z
V3 O O O
Z U U U
0 Ix 13� 11�
W W W W
LIJ :z Z
m
Z
O
4
cc
U
W
o
d
m
4
t~
CV
CV)
Z
z
CL
V J
X I,- o
0 o z
U � �
ca
� � o
ca 0
P O C!�
N :1 o
CL
I1�r
Q r\��
V
� j ?
Q
X co
V
ECTNO. BBT-0402
'A,wE: BBT0404-GP
vnI BY. RCN
E 1 „=30,
$-18-04
C-3
iTNO.
h7+ r+.i i 4 t- • 1 �. ,E+a1'1 'ail. . ,. ! --- �'.. .. .. .. .. - I . - _ - .,r- .','1:I:CSt�t_{Stif fr

Z
� S
N. Q
a?
J o
SITE
N.C. HIGHWAY 172
VICINITY MAP
NTS
UTILITY KEYNOTES:
EXISTING DOMES77C WATER METER, CONTRACTOR SHALL VERIFYAND COORDINATE WITH COUNTY.
(2 1" DOMESTIC REDUCE PRESSURE BACKFLOW PREVENTER.
1 " DOMESTIC WATER SERVICE, CONTRACTOR SHALL COORDINATE WITH CITY.
O 4" PVC SANITARY SEWER LINE.
O IRRIGATION TAP ON EXISTING SERVICE, COORDINATE WITH ONSLOWCOUNTY
PUBLIC UTILITIES.
O6 SANITARY SEWER CLEANOUT, SEE DETAIL SHEET.
( TRAFFIC RA TED SANITARY SEWER CLEANOUT SEE DETAIL SHEET
INGRESS, EGRESS REGRESS,,
DRAINAGE & UTILITY EASEMENT
O8 EXISTING FIRE HYDRANT BOOK OF MAPS 44, PAGE 178
O TRANFORMER PAD, CONTRACTOR SHALL COORDINATE LOCATIONAND SIZE
WITH ELECTRIC UTILITY
PROPOSED TRACT IB
NEWAREA
36,076 SF OR 0.83 ACRES
� I �
I SEDIMENT
ADO TRAP
\ RIP RAP 1
OUTLET
TRACT lI
THE LANDING AT SNEADS FERRY
BOOK OF DAPS 44,, PAGE 178
1D CONCRETE PADS FOR CONDENSORS, COORDINATE WITH MEP PLANS. rir
rr
of
q
11 518"IRRIGATION WATER METER CONTRACTOR SHALL COORDINATE WITH iRRIGA77ON CONTRACTOR.
91 r
12 1"IRRIGATION SACKFLOW PREVENTER, CONTRACTOR SHALL COORDINATE MIN COUNTY ri II
/f I
r
13 POLE MOUNTED AREA LIGHT d rrr
i
rf
14 COORDINATE IRRIGATION CONNECTION MTH IRRIGATION CONTRACTOR. `rid/
f
!d/ rr
15 UNDERGROUND ELECTRIC SERVICE, CONTRACTOR SHALL COORDINATE WITH fir/
ELECTRIC UTILITY
18 UNDERGROUND TELEPHONE SERVICE, CONTRACTOR SHALL COORDINATE
WITH TELEPHONE COMPANY. X / / "r<
rr
17 MANHOLE PUMP STATION TO BE DESIGNED BY OTHERS PER FEDERAL,
STATE AND LOCAL STANDARDS AND SPECIFICATIONS, CONTRACTOR SHALL COORDINATE
r /
FOR NECESSARY POWER SERVICE.
r
18 BORE AND JACK FOR SANITARY SEWER SERVICE_
rr /
rjrd
fr /
rr
rr
rr
rr %
rr
rf /
rr /� \ • rf
UTILITY LEGEND
- ou -
OVERHEAD UTILITIES
4D
SEWER CLEAN OUT
SANITARY SEWER
V
FIRE HYDRANT ASSEMBLY
- uE -
UNDERGROUND ELECTRIC
O
SANITARY SEWER MANHOLE
--- T
TELEPHONE LINE
ON
POLE MOUNTED AREA LIGHT
- an -
GAS LINE
13
WA TER METER
----- w ---
WATER LINE
0
RACKFLOW PREVENTER
IRRIGATION SLEEVE
i
SIAMESE CONNECTION
_-__---- (2) 4'PVC, COORDINATE
KITH IRWATION CONTRACTOR
N
WATER VALVE
♦
UTILITY POLE
®
GREASE TRAP
SILT
FENCE
` � E
i
!
PROPOSED TRACT I A { �
NEWAREA { !
124,598 SF OR 2.86 ACRES
t
t
s
{ !
i !
4
{
{
i
{
1
RELOCATEEXISTING U77LITY {
POLE; COORDINATE WITH LOCAL {
UTILITY COMPANY
MILEAGE
SIGN
RELOCATE EXISTING UTILITY
POLE COORDINATE WITH LOCAL
/ UTILITY COMPANY
NAIL IN
POWER POLE \
ELEV. =42,35
cl
• `� Geri / .�
\ \12
1
2
14
�L 3
N
i
�i 13
NiF
OMEGA WORLD TRAVEL, INC_
DEED BOOK 1019, PAGE 75
N. C G. S. MONUMENT
"SUNOCO"
N = 294.67&.966'
E = 2,471.294.332'
(NAD 83)
ELEV = 45
)
(NGVD 29I
HEAD UILITIES Pp-'
OV1. -
pVE OU
E
L-\ �pU ,
FO
FO P
-`�-. FO H A Ay 172 j, / � pp"A�7 ROAD
°�----__ _-- ° C G V►► - 11 5g MPH
UTILITY
POKE -
�r
4"+ N _ �r I7FO
EDGEOFFME 7 Of '�`-OU�_�_�00 PU IG i FOCI ---Fa CRAu 1 flRI E Q� f ��
FO
EDGE OF PAVE �� FO GPpVE€ �X, GRAVEL � -
DRIVE"
LOCATION -�
TE
FO� OXII BEP OPTIC L3ES iWYP•
OF UNDERGROUND
1
A
lil' ,
®c1 - r.Az -
sEl� Tfl
2 �15 J ? =�
o 0
co
Q1 K
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
UTILITY NOTES:
1. UTILITY INFORMATION SHOWN HEREON WAS OBTAINED FROM THE BEST AVAILABLE SOURCE
AND MAYOR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE GENERAL CONTRACTOR IS
RESPONSIBLE FOR VERIFYING EXACT LOCATIONS OF EXISTING UTILITIES AND IS
RESPONSIBLE FOR ANYDAMAGE TO ANY UTILITIES, EITHER PUBLIC OR PRIVATE, SHOWN
HEREON OR NOT SHOWN HEREON. ANY REPAIRS SHALL BE DONE TO THE SATISFACTION OF
THE APPROPRIATE UTILITY COMPANY.
2. THE GENERAL CONTRACTOR SHALL .CONFIRM ALL NEW UTILITY TAP LOCATIONS WITH THE
UTILITY OWNERS. ALL FEES SHALL BE THE RESPONSIBILITY OF DEVELOPER.
3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THEACTUAL LOCATION
AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD_ PRIOR TO
GROUND BREAKING_
4. NEW LOT LIGHT FOUNDATION BASES, CONDUIT AND WMRING ARE BY THE GENERAL
CONTRACTOR. POLES, FIXTURES, ANCHOR BOLTS & HARDWARE SHALL BE COORDINATED
WITH THE OWNER AND INSTALLED BY THE ELECTRICAL CONTRACTOR.
5. ALL NEW LOT LIGHTS AND THE MAIN IDENTIFICATION SIGN SHALL HAVEA MINIMUM 10 FEET
CLEARANCE FROM ALL OVERHEAD UTILITIES.
6. GENERAL CONTRACTOR IS RESPONSIBLE FOR PERMITS AND/OR APPROVALS NECESSARY
FOR ANY WORK IN ROADWAY OR RIGHT-O✓~WAY.
7. ALL TRENCH EXCAVATION AND BACKFILL SHALL BE INACCORDANCE M77.1 TRENCH BACKFILL
DETAIL SHOWN ON THESE PLANS.
8. MINIMUM COVER FOR CONDUITS SHALL BE 36" UNLESS OTHERWISE SHOWN OR NOTED ON
THESE PLANS.
9. ALL MANHOLES, VALVES, AND MONUMENT FRAMES SHALL BE SET TO FINISH GRADE AFTER
PAVING.
10. THE CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE STATE
CONSTRUCTION SAFETY ORDERS. TRENCHES SHALL BE SHORED IN ACCORDANCE WITH
OSHA.
11. THE MINIMUM SLOPE FOR SANITARY SEWER LINES SHALL BE AS FOLLOWS: 1) 114%FT FOR 4"
LINES AND 2) 1/8 /FT FOR 6" LINES, CLEANOUTS SHALL BE PLACED AT 75'INTERVALS.
1Z ALL WATER LINES SHALL HAVE A FINAL COVER DEPTH OF 3' 0" IN NON -TRAFFIC AREAS AND
4'-0" MINIMUM IN TRAFFIC AREAS UNLESS SPECIFICALLY NOTED OTHERWISE.
13. ALL SEWER LINES SHALL HAVE A FINAL COVER DEPTH 4'-O" IN NON -TRAFFIC AREAS AND 5'-0"
MINIMUM IN TRAFFIC AREAS UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS.
14_ SANITARY SEWER SERVICES SHALL BE PVC SDR 35 TO RW, THEN PVC SCH. 40 TO BUILDING.
WATER SERVICE SHALL BE TYPE "K" COPPER FROM THE MAIN THROUGH THE METER, THEN
CHANGE TO PVC SCH. 40 TO THE BUILDING_
15. CABLE TV SERVICE ROUTING IS NOT PART OF THIS PLAN_
16: EXISTING MANHOLE'S SHOULD BE FIELD VERIFIED FOR RIMS AND INVERTS.
17 ALL WORK SHALL BE GOVERNED BY THE LA TEST EDITIONS OF THE STATE MECHANICAL,
PLUMBING, ELECTRICAL, FIREPROTECTION, BUILDINGCODE� ENERGY CONSERVATION,
HANDICAP ACCESSIBILITY, NATIONAL ELECTRICAL CODES AND NATIONAL FIRE PROTECTION
ASSOCIATION CODES AND AS ADOPTED BY THE AUTHORITIES HAVING JURISDICTION.
18. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC., THAT MAYBE REQUIRED.
19, CONTRACTOR SHALL GUARANTEE FORA PERIOD OF ONE YEAR FROM THE DATE OF FINAL
ACCEPTANCE OF SYSTEMS BY OWNER, EACH AND EVERY PIECE OF APPARATUS WHICH HAS
BEEN INSTALLED UNDER THIS CONTRACT.
20_ THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION
MEANSIMETHODS ASSOCIA TED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
21. OCCUPATIONAL HEALTH AND SAFETY ADMINIS7RAT7ON (OSHA) STANDARDS FOR
EXCAVATIONS; FINAL RULE 29CFR PART 1926, SUBPART P"APPLIES TO ALL EXCAVATIONS
EXCEEDING 5 FEET IN DEPTH.
22. EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OF A TRENCH
SAFETY SYSTEM'BYA REGISTERED PROFESSIONAL ENGINEER.
23. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED PRIOR
APPROVAL HAS BEEN OBTAINED FROM THE OWNER IN WA/IMING PRIOR TO ORDERING OR
INSTALLATION. THE CONSTRUCTON SHALL WAIVE ANY CLAIM FOR ADDITIONAL COST
RELATED TO THE SUBSTITUTION OFALTERNATE EQUIPMENT..
24. CONTRACTOR SHALL MAINTAIN AN WAS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT
LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE
OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO
THE ENGINEER.
25. ONLY SEWAGE NOT CONTAINING GREASE IS ALLOWED TO BYPASS THE GREASE TRAP,
26. ALL SANITARY SEWER SERVICES AND STORM DRAIN PIPING 8" IN DIAMETER OR SMALLER
SHALL BE SCH. 40 PVC WITH ADHESIVE "WELDED JOINTS, UNLESS SPECIFIED OTHERWISE.
MINIMUM SLOPES ON SANITARY SEINER SERVICES: 4" - 1/4 )FT, 6"- 1/87FT
27 BELOW GRADE WATER SERVICE PIPING SHALL BE TYPE "W HARD DRAWN COPPER TUBING
WITH SILVER SOLDER JOINTS. SOLDERS CONTAINING LEAD SHALL NOT BE USED FOR ANY
PURPOSE ON THIS PROJECT; WHERE PIPING IS REQUIRED TO RUN BELOW BUILDING SLAB, IT
SHALL BE INSTALLED WITHOUTJOINTS BELOW SLAB.
28. WATER PIPING SHALL BE CONNECTED TO BUILDING STUBS VERIFYLOCA77ONS PRIOR TO
BEGINNING WATER PIPE INSTALLATION,
29. WASTE PIPING SHALL BE CONNECTED TO BUILDING STUBS, VERIFYLOCAPONSAND INVERTS
PRIOR TO BEGINNING ANY WASTE PIPE INSTALLATION.
3.0. CONTRACTOR SHALL NOTIFY NORTH CAROLINA "ONE CALL"AT 800-632-4949 AT LEAST 48
HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILI7ES 7HAT PROVIDE THEIR OWN LOCATOR
SERVICES INDEPENDENTLY.
31. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ONSLOW CO. PUBLIC UTILITIES &
N. TOPSAIL UTILITIES AND CROSS CONNECTION CONTROL REGULATIONS AND STANDARDS.
32. SITE UTILITY CONTRACTOR TO PROVIDE WATER, SANITARY SEWER, AND ROOF DRAIN
LEADERS TO WITHIN 5 FEET OF THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN
CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS.
33. SANITARY CLEANOUTS SHALL BE PLACED NO MORE THAN 75 FEETAPART. CLEAN OUTS
LOCATED IN PAVEMENT AREAS SHALL HAVE HEAVY DUTY TRAFFIC RA TED CONSTRUCTION.
34. CONNECTION OF SANITARY SEWER SERVICE TO AN EXISTING MANHOLE SHALL COMPLY WITH
ONSLOW COUNTYPUBLIC UTILITIES & N. TOPSAIL UTILITIES STANDARDS, INCLUDING: CORE DRILL FOR
FOR OPENING TO MANHOLE AND INSTALL wT H FLEXIBLE BOOT. IF PAVEMENT CUT IS REQUIRED, CONTRACTOR
SHALL PATCH PAVEMENT MINA SECTION TO MATCH EXISTING PAVEMENT: 3-1-2 8-ABC OR BETTER.
35. RELATION OF WATER MAINS TO SEWERS. -
A. LATERAL SEPARATION OF SEWER AND WATER MAINS: WATER MAINS SHALL BE LAID AT
LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS LOCAL
CONDITIONS OR BARRIES PREVENT A 10 FOOT LATERAL SEPARATION, IN WHICH CASE:
1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THEELEVATION OF THE BOTTOM
OF THE WATER MAIN AT LEAST 18 INCHES ABO VE THE TOP OF THE SEWER, OR
2. THE WATER MAIN IS LAID IN THE SAME TRENCHES THE SEWER LINE IMTH THE WATER MAIN
LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND ABO VE THE TOP OF THE
SEWER.
R CROSSING A WATER MAIN OVER A SEWER MAIN.
WHENEVER IT IS NECESSARY FOR A WATER MIAN TO CROSS OVER A SEWER THE WATER
MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WA TER MAIN IS AT
LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAIN, UNLESS LOCAL CONDITIONS OR
BARRIES PREVENT AN 18 INCH VERTICAL SEPARATION - IN WHICH CASE BOTH THE WATER
MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
THA TARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH
SIDE OF THE POINT OF CROSSING_
C. CROSSING A WATER MAIN UNDER A SEWER MAIN:
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER MAIN BOTH THE
WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH
JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE
OF THE POINT OF CROSSING_
D. CROSSING A SEWER LINE OVER OR UNDER A STORM DRAIN:
WHENEVER IT IS NECESSARY FOR A SEWER LINE TO CROSS A STORM DRAIN PIPE, THE
SEWER LINES SHALL BE LAID AT SUCH AN ELEVATION THAT THE OUTSIDE OF THE SEWER LINE
NEAREST TO THE OUTSIDE OF THE STORM DRAIN PIPE SHALL MAINTAIN A 12 INCH CLEAR
SEPARATION DISTANCES, OR ENCASED IN EITHER CONCRETE OR DUCTILE IRON PIPE FOR AT
LE4ST.5 FEET ON EITHER SIDE OF THE CROSSING,
36. UNDERGROUND CONDUITS TO SIGNS, LOT LIGHTS, ETC., SHALL BE PLACED IN GRASS OR
LANDSCAPE AREAS WHENEVER POSSIBLE, THE LOCATION OF THE CONDUIT AS SHOWN ON
THESE PLANS SHALL BE.CONSiDERED TO BE SCHEMATIC WITH ACTUAL LOCATION TO BE
VERIFIED BY THE GENERAL CONTRACTOR, PVC SCH. 40 SLEEVES SHALL BE INSTALLED FOR
ALL CONDUIT CROSSING UNDER PAVED AREAS.
37 SEE ELECTRICAL SHEETS FOR SIZE OF CONDUIT AND WIRE ON ALL ELECTRICAL SERVICE.
38. TRANSFORMER BY ELECTRIC COMPANY, GENERAL CONTRACTOR TO PROVIDE PAD_ REFER TO
ELECTRIC COMPANY SPECIFICATIONS FOR PAD CONSTRUCTION
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
lil' ,
®c1 - r.Az -
sEl� Tfl
2 �15 J ? =�
o 0
co
Q1 K
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
UTILITY NOTES:
1. UTILITY INFORMATION SHOWN HEREON WAS OBTAINED FROM THE BEST AVAILABLE SOURCE
AND MAYOR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE GENERAL CONTRACTOR IS
RESPONSIBLE FOR VERIFYING EXACT LOCATIONS OF EXISTING UTILITIES AND IS
RESPONSIBLE FOR ANYDAMAGE TO ANY UTILITIES, EITHER PUBLIC OR PRIVATE, SHOWN
HEREON OR NOT SHOWN HEREON. ANY REPAIRS SHALL BE DONE TO THE SATISFACTION OF
THE APPROPRIATE UTILITY COMPANY.
2. THE GENERAL CONTRACTOR SHALL .CONFIRM ALL NEW UTILITY TAP LOCATIONS WITH THE
UTILITY OWNERS. ALL FEES SHALL BE THE RESPONSIBILITY OF DEVELOPER.
3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THEACTUAL LOCATION
AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD_ PRIOR TO
GROUND BREAKING_
4. NEW LOT LIGHT FOUNDATION BASES, CONDUIT AND WMRING ARE BY THE GENERAL
CONTRACTOR. POLES, FIXTURES, ANCHOR BOLTS & HARDWARE SHALL BE COORDINATED
WITH THE OWNER AND INSTALLED BY THE ELECTRICAL CONTRACTOR.
5. ALL NEW LOT LIGHTS AND THE MAIN IDENTIFICATION SIGN SHALL HAVEA MINIMUM 10 FEET
CLEARANCE FROM ALL OVERHEAD UTILITIES.
6. GENERAL CONTRACTOR IS RESPONSIBLE FOR PERMITS AND/OR APPROVALS NECESSARY
FOR ANY WORK IN ROADWAY OR RIGHT-O✓~WAY.
7. ALL TRENCH EXCAVATION AND BACKFILL SHALL BE INACCORDANCE M77.1 TRENCH BACKFILL
DETAIL SHOWN ON THESE PLANS.
8. MINIMUM COVER FOR CONDUITS SHALL BE 36" UNLESS OTHERWISE SHOWN OR NOTED ON
THESE PLANS.
9. ALL MANHOLES, VALVES, AND MONUMENT FRAMES SHALL BE SET TO FINISH GRADE AFTER
PAVING.
10. THE CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE STATE
CONSTRUCTION SAFETY ORDERS. TRENCHES SHALL BE SHORED IN ACCORDANCE WITH
OSHA.
11. THE MINIMUM SLOPE FOR SANITARY SEWER LINES SHALL BE AS FOLLOWS: 1) 114%FT FOR 4"
LINES AND 2) 1/8 /FT FOR 6" LINES, CLEANOUTS SHALL BE PLACED AT 75'INTERVALS.
1Z ALL WATER LINES SHALL HAVE A FINAL COVER DEPTH OF 3' 0" IN NON -TRAFFIC AREAS AND
4'-0" MINIMUM IN TRAFFIC AREAS UNLESS SPECIFICALLY NOTED OTHERWISE.
13. ALL SEWER LINES SHALL HAVE A FINAL COVER DEPTH 4'-O" IN NON -TRAFFIC AREAS AND 5'-0"
MINIMUM IN TRAFFIC AREAS UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS.
14_ SANITARY SEWER SERVICES SHALL BE PVC SDR 35 TO RW, THEN PVC SCH. 40 TO BUILDING.
WATER SERVICE SHALL BE TYPE "K" COPPER FROM THE MAIN THROUGH THE METER, THEN
CHANGE TO PVC SCH. 40 TO THE BUILDING_
15. CABLE TV SERVICE ROUTING IS NOT PART OF THIS PLAN_
16: EXISTING MANHOLE'S SHOULD BE FIELD VERIFIED FOR RIMS AND INVERTS.
17 ALL WORK SHALL BE GOVERNED BY THE LA TEST EDITIONS OF THE STATE MECHANICAL,
PLUMBING, ELECTRICAL, FIREPROTECTION, BUILDINGCODE� ENERGY CONSERVATION,
HANDICAP ACCESSIBILITY, NATIONAL ELECTRICAL CODES AND NATIONAL FIRE PROTECTION
ASSOCIATION CODES AND AS ADOPTED BY THE AUTHORITIES HAVING JURISDICTION.
18. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC., THAT MAYBE REQUIRED.
19, CONTRACTOR SHALL GUARANTEE FORA PERIOD OF ONE YEAR FROM THE DATE OF FINAL
ACCEPTANCE OF SYSTEMS BY OWNER, EACH AND EVERY PIECE OF APPARATUS WHICH HAS
BEEN INSTALLED UNDER THIS CONTRACT.
20_ THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION
MEANSIMETHODS ASSOCIA TED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
21. OCCUPATIONAL HEALTH AND SAFETY ADMINIS7RAT7ON (OSHA) STANDARDS FOR
EXCAVATIONS; FINAL RULE 29CFR PART 1926, SUBPART P"APPLIES TO ALL EXCAVATIONS
EXCEEDING 5 FEET IN DEPTH.
22. EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OF A TRENCH
SAFETY SYSTEM'BYA REGISTERED PROFESSIONAL ENGINEER.
23. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED PRIOR
APPROVAL HAS BEEN OBTAINED FROM THE OWNER IN WA/IMING PRIOR TO ORDERING OR
INSTALLATION. THE CONSTRUCTON SHALL WAIVE ANY CLAIM FOR ADDITIONAL COST
RELATED TO THE SUBSTITUTION OFALTERNATE EQUIPMENT..
24. CONTRACTOR SHALL MAINTAIN AN WAS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT
LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE
OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO
THE ENGINEER.
25. ONLY SEWAGE NOT CONTAINING GREASE IS ALLOWED TO BYPASS THE GREASE TRAP,
26. ALL SANITARY SEWER SERVICES AND STORM DRAIN PIPING 8" IN DIAMETER OR SMALLER
SHALL BE SCH. 40 PVC WITH ADHESIVE "WELDED JOINTS, UNLESS SPECIFIED OTHERWISE.
MINIMUM SLOPES ON SANITARY SEINER SERVICES: 4" - 1/4 )FT, 6"- 1/87FT
27 BELOW GRADE WATER SERVICE PIPING SHALL BE TYPE "W HARD DRAWN COPPER TUBING
WITH SILVER SOLDER JOINTS. SOLDERS CONTAINING LEAD SHALL NOT BE USED FOR ANY
PURPOSE ON THIS PROJECT; WHERE PIPING IS REQUIRED TO RUN BELOW BUILDING SLAB, IT
SHALL BE INSTALLED WITHOUTJOINTS BELOW SLAB.
28. WATER PIPING SHALL BE CONNECTED TO BUILDING STUBS VERIFYLOCA77ONS PRIOR TO
BEGINNING WATER PIPE INSTALLATION,
29. WASTE PIPING SHALL BE CONNECTED TO BUILDING STUBS, VERIFYLOCAPONSAND INVERTS
PRIOR TO BEGINNING ANY WASTE PIPE INSTALLATION.
3.0. CONTRACTOR SHALL NOTIFY NORTH CAROLINA "ONE CALL"AT 800-632-4949 AT LEAST 48
HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILI7ES 7HAT PROVIDE THEIR OWN LOCATOR
SERVICES INDEPENDENTLY.
31. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ONSLOW CO. PUBLIC UTILITIES &
N. TOPSAIL UTILITIES AND CROSS CONNECTION CONTROL REGULATIONS AND STANDARDS.
32. SITE UTILITY CONTRACTOR TO PROVIDE WATER, SANITARY SEWER, AND ROOF DRAIN
LEADERS TO WITHIN 5 FEET OF THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN
CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS.
33. SANITARY CLEANOUTS SHALL BE PLACED NO MORE THAN 75 FEETAPART. CLEAN OUTS
LOCATED IN PAVEMENT AREAS SHALL HAVE HEAVY DUTY TRAFFIC RA TED CONSTRUCTION.
34. CONNECTION OF SANITARY SEWER SERVICE TO AN EXISTING MANHOLE SHALL COMPLY WITH
ONSLOW COUNTYPUBLIC UTILITIES & N. TOPSAIL UTILITIES STANDARDS, INCLUDING: CORE DRILL FOR
FOR OPENING TO MANHOLE AND INSTALL wT H FLEXIBLE BOOT. IF PAVEMENT CUT IS REQUIRED, CONTRACTOR
SHALL PATCH PAVEMENT MINA SECTION TO MATCH EXISTING PAVEMENT: 3-1-2 8-ABC OR BETTER.
35. RELATION OF WATER MAINS TO SEWERS. -
A. LATERAL SEPARATION OF SEWER AND WATER MAINS: WATER MAINS SHALL BE LAID AT
LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS LOCAL
CONDITIONS OR BARRIES PREVENT A 10 FOOT LATERAL SEPARATION, IN WHICH CASE:
1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THEELEVATION OF THE BOTTOM
OF THE WATER MAIN AT LEAST 18 INCHES ABO VE THE TOP OF THE SEWER, OR
2. THE WATER MAIN IS LAID IN THE SAME TRENCHES THE SEWER LINE IMTH THE WATER MAIN
LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND ABO VE THE TOP OF THE
SEWER.
R CROSSING A WATER MAIN OVER A SEWER MAIN.
WHENEVER IT IS NECESSARY FOR A WATER MIAN TO CROSS OVER A SEWER THE WATER
MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WA TER MAIN IS AT
LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAIN, UNLESS LOCAL CONDITIONS OR
BARRIES PREVENT AN 18 INCH VERTICAL SEPARATION - IN WHICH CASE BOTH THE WATER
MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
THA TARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH
SIDE OF THE POINT OF CROSSING_
C. CROSSING A WATER MAIN UNDER A SEWER MAIN:
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER MAIN BOTH THE
WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH
JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE
OF THE POINT OF CROSSING_
D. CROSSING A SEWER LINE OVER OR UNDER A STORM DRAIN:
WHENEVER IT IS NECESSARY FOR A SEWER LINE TO CROSS A STORM DRAIN PIPE, THE
SEWER LINES SHALL BE LAID AT SUCH AN ELEVATION THAT THE OUTSIDE OF THE SEWER LINE
NEAREST TO THE OUTSIDE OF THE STORM DRAIN PIPE SHALL MAINTAIN A 12 INCH CLEAR
SEPARATION DISTANCES, OR ENCASED IN EITHER CONCRETE OR DUCTILE IRON PIPE FOR AT
LE4ST.5 FEET ON EITHER SIDE OF THE CROSSING,
36. UNDERGROUND CONDUITS TO SIGNS, LOT LIGHTS, ETC., SHALL BE PLACED IN GRASS OR
LANDSCAPE AREAS WHENEVER POSSIBLE, THE LOCATION OF THE CONDUIT AS SHOWN ON
THESE PLANS SHALL BE.CONSiDERED TO BE SCHEMATIC WITH ACTUAL LOCATION TO BE
VERIFIED BY THE GENERAL CONTRACTOR, PVC SCH. 40 SLEEVES SHALL BE INSTALLED FOR
ALL CONDUIT CROSSING UNDER PAVED AREAS.
37 SEE ELECTRICAL SHEETS FOR SIZE OF CONDUIT AND WIRE ON ALL ELECTRICAL SERVICE.
38. TRANSFORMER BY ELECTRIC COMPANY, GENERAL CONTRACTOR TO PROVIDE PAD_ REFER TO
ELECTRIC COMPANY SPECIFICATIONS FOR PAD CONSTRUCTION
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
w
w
w
z
Z
O
U
orul
U
U
a
U
Lu
Lu
Z
Z
Z
a
ti
(6
cm
o
d
o
0
s-
cV
c )
Z
V
&
W
Q
Z IL
�g
OZ
0
(j N
U �
N
U
z
z w
�
Z �
m
~
w
0 Z
1
m Q:
U
J
`r 0
_V
w
O
O
oa
c
cn o o
NCL
V
- o
�t cj)
Q
U �
Z
cor��^
PROJECT NO. BBT-04O2
FILENAME, BBT0404-UP
r�AINN BY: RCN
LE
1 „_ 30'
DATE
8-18-04
SPIEETNO. C-4
Id
l

i ;1., 10 1 :j_ 1.1 .74 ! VIAL&
e, U i 'LA f 1: &: ,,, ,�: ; � : ; , . - . — f
12"
24-
6' LEVEL CLEAR AREA
I RESERVED R7-8 or R7-8a TYPICAL SCORED JT NOT TO EXCEED 2%
1 1121 R. 1-2 ASPHALT PARKING— REEN L 0 CA TIO N VARIES INANY DIRECTION
7- A &0' 5.0'MIN. (VARIES) 6.01
BLUE (SEE SITE PLAN}
1
2'0' WHITE SYMBOL 4
Lu uj
WHITE BACKGROUND 12 SL OpE CL
L-12 L Q
3000 PSI CONC_ --7 lb X-11, C�l _,p _ 0 0
Ed I F1 I IE]l I I �pz _. � _-7 ?11E
k. 4"MfM "RAMP "4
28 DAYS L CABC fp I"
A Lu
Q) tij
ST
STANDARD CURB & GUTTER I`R PENALTY R7-8D ANDARD CURB__,
3250 S ANDARD CURB
4/ 4
24' X6R ffR VANACCESSIBLELIP OF CURB
6-
ACCESSI SIGN AT VAN NEI
5t-0, 4'-O" SPACE ONLY DEPRESSED CURB NEED FOR PAVEMENT STRIPING AT
'A XACCESS RAMP TO BE DETERMINED BY
V2 I "R. E
I Ed I 1EE1 I FE1 I I_2ASPHALT ENGINEER (SEE SITE SHEET).
4. 1. INCREASE TO 84"WHEN
NOTE- ALL TRAFFIC ARROWS TO BE VM17E IN COLOR PEDESTRIAN PATH FROM
cm: 4 4 CAR TO WALK PASSES c\1
41 50 77777
4 BY OR UNDER SIGN
6'-0'MINIMUM RAMP LENGTH
(UNLE SS OTHERWISE SPECIFIED) C4
3OW PSI CONC. CONCRETE FLUSH
I I=j I 1=1 TRAFFIC ARROWS I
C)
@ 28 DAYS LUFF,11 1=1 WITH CONCRETE
12.1 MAXIMUM
LOPE
SLOPE
CABC
SPILL CURB & GUTTER SIDEWALK ACCEd a � Z
SS RAMP
NOTES:
I- SCORE CURB/ VALLEY GUTTER AT 15'0,C, 112"EXPANSION JOINT
2, PROVIDE 112"EXPANSION JOINTS AT90'O.C.
3- CONTRACTION JOINTS SHALL BE SPACED AT 101 SECTION A -A
INTERVALS. (A 16SPACING WILL BE ALLOWED MENA PRE -CA S T CONC_ WHEEL
MACHINE IS USED) STOP WITH 2 #4 BARS HANDICAP SIGN DETAIL HANDICAP RAMP DETAIL
4. FINISH ALL CONCRETE WITH CURING COMPOUND.
2. 1"0 X 18"LONG G. f. PIPE
AT EACH END_ DRIVE INTO
T-0" STANDARD CURB AND GUTTER GROUND-
v
STOP
0
1 1/2 - A SPHA L T SURFACE COURSE (1-2)
I 1121ASPHALT BINDER COURSE (i-2) II ASPHALT ASPHALT-",-, -CONCRETE
6"COMPACTED GRAVEL BASE
A l 1=1 I Ed I H IEl I I=El 1 IEE91
COMPACTED SUB -GRADE A.
I F
L le IL
1��I I Ml I U I Ml I Ed I Ed I Ed I IEI I El I I
IELI I IEI I IEEI I IEI I [El I IEI I IEI I IEI I El z
]=—I I I=_I I IE] I I=_I I F-9 I JEE1 I F_=9 I I_=1 I F SECTION
SUBGRADE COMPACTED TO A MINIMUM 98% STANDARD IE lIl 1 91 -1
PROCTOR MAXIMUM DRY DENSITY (ASTM D 693) REFER 4�-O-
TO SOILS REPORT IF AVAILABLE. 6ff 6.
6. 6.
PARKING STALL ASPHALT PAVEMENT
I 112"ASPHALT SURFACE COURSE (i-2)
I 112"ASPHALT BINDER COURSE (i-2) • co ASPHALT/CONCRETE TRANSITION
8'COMPACTED GRAVEL BASE
I IEI I FEI I IE9 I IEI I F=_I EE
=11 = I = I 1= I .= I 1=l =1 I j= 1.1=1 I I - PAN 2 ft.) COMPACTED SUB -GRADE
CONCRETE WHEEL STOP
I I M I 1��I I I I_=I I m- I ]� I r=l I 11-= I I-_ I I:-
SUBGRADE COMPACTED TO A MINIMUM 98% STANDARD
PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) REFER
TO SOILS REPORT IF AVAILABLE. 314 KEYED JOINT
TRAFFIC AISLE ASPHALT PAVEMENT
NOTES., ......................... 4
1. CONTRACTOR SHALL OBTAIN SOILS REPORT IF AVAILABLE, AND ADJUST
PAVEMENT SECTIONS ACCORDINGLY
2. CONTRACTOR SHALL PLACE BINDER COURSE DURING CONSTRUCTION,O
THEN PLACE SURFACE COURSE AFTER BUILDING AND SITE CONSTRUCTION.
cv
ASPHALT PAVEMENT DETAIL
C14
ci
cf)
314 WASHED GRAVEL (typ.)
ROUND CONC.04
TOP CONSTRUCTION JOINT
d
ad
8'0 STEEL PIPE
FILLED WICONCRETE IT.
Lu
o FACE OF BUILDING.,
cn BITUMINOUS JOINT EXPANDABLE FILLER
FOUNDATION WALL
FILLER (CONC_ WHERE OCCURS v-
8'. 8! 8" PAVEMENT ONLY) 00 ><
0
:z co
FINISHED GRADE
. . . . . . . . . . . . . . . . . . . . .... OR PAVEMENT co cc
CONCRETE 314 WASHED GRAVEL
FOUNDATION
EXPANSION JOINT
1"@ LA YM AREAS,
V7 RADIUS (typ) 1 112- @ PLANTER AREAS
ti
CONCRETE BOLLARD
I LEA I 1— 114 1 E=] I
I IA I — I Ml I I
5,x 5, HANDICAP LANDING OUTSIDE ALL DOORS
4
A% 4� co 314- WASHED GRAVEL (typ) C)
0
14 4
J
SLAB EDGE
4 r 06 ca
CONCRETE SLAB DETAIL ca MAX O
112* EXPANSION JOINT-C)
C)
CONTRACTION CV
44 V V4 PLAN JOINT
A
SECTION B-B
CONTRACTION JOINT
4"CONC. SLAB ON GRADE - BROOM FINISH
EXPANSION JOINTS @ 20'-0- O. C.
CONTROL JOINTS @ 5'-0- O.G.
A A
vJ
PROJECTNO.
SUBGRADE COMPACTED TO I I q I 1A In I rll�fllffil I:—'1[1=1 1�1!fiil rl _=llrlt"I:FIE� 4L—=— 01.- ell BBT-0402
95% STANDARD PROCTOR 11 i IEL: FIG 1 r=;:::] I El I EI I m— I KA 11-9 1 lEl I M I FILENAME.
MAXIMUM DRY DENSITY BBT0404-DTI
I l=j I ja I 1��l 117�1 1 JE�j I JEEI r I I E I 1HEI I .. Fl 1= I I
I E��l I M 11-11 IF1 I [Ed I W I 1��J I
(ASTMD 698) REFER TO SOILS DRAWN a Y,
REPORT IFAVAILABLE I P_-A I 1=1 I I_=I I I=_I 15 RCN
EAL
SECTION A -A 501 SCALE N. T S.
DATE:
B-18-04
CONCRETE SIDEWALK
BN SHEET NO
fs"Mil o
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION c—
­jv f W a T-7 77—­�77� 7"T ol_, —fT F9 T Tr; 777_��,T ir '=_kT K7�7--V!
T
F

MIN YOGA,
LINE WIRES
NOTE':
-USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 114 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW
4
n
& MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
FRONT VIEW
STEEL POST
WOVEN WIRE FABRIC
�- SILT FENCE FABRIC
FILL SLOPE
` GRADE
8'MrN. COVER
OVER SKIRT'
[ ANCHOR SKIRTAS
[ DIRECTEDBYENGWEERR'
F
SIDE VIEW
FOR REPAIR OF SILT
FENCE FAILURES, USE
Abi 57 WASHED STONE.
FOR ANCHOR WHEN SILT
FENCE IS FROTECTWG
CATCH BASIN,
STANDARD TEMPORARY SILT FENCE
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL-
ING OVER THE STONE, THEN THE TIRES OF THE
VEHICLES MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD_
DEWATERING
CONCRETE BLOCK
o m o
Ap
0 8
0
000
1a*�R n
�... Obo e a 1 O
---------------
z-ra GA.
MEDIATE ° O,1
"" \..Fz� 1]v+KHAxI'i�•°pp[b Q .0. .�.,....
GRADE
2:1 SLOPE, GRAVEL FILTER
WIRE SCREEN
TEMPORARY SEDIMENT
POOL
DEWATERING
--- A
1' MIN 16"
2' MAX c
SEDIMENT
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE 1N THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH
BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 112 INCH OPENINGS OVERALL
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4- TO M-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SMOOTH IT TO AN EVEN GRADE DOT #57 WASHED
STONE IS RECOMMENDED.
BLOCK AND GRAVEL DROP INLET PROTECTION
70' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
2 =3' STONE TO BE USED ` y :' 25` OR WIDTH OF
EXISTING := (SURGE STONE OR RAILROAD PROPOSED STREET,
ROADWAY WHICHEVER IS
GREATER.
EXISTING ROADWAY 1 35' MIN.
\
GIVEN CONDITIONS /ASSUMPTIONS
* W = 120 DO (BACKFILL LOAD)
* Kw' = 0.110
* SOIL TYPE = ORDINARY CLAY, SATURATED
* WALL B
* LAYING CONDITIONS: TYPE 4
* TRENCH CONDITIONS SHOWN- THESE DEPTHS
DO NOT APPLY FOR EMBANKMENT CONDITIONS",
NCPE TO DETERMINE H FOR EMBANKMENT CONDITIONS
* DESIGN BASED ON "DESIGN DATA 40, ACPA."
* CLASS C BEDDING
(1350 pff PER Ft OF INTERNAL DIA.) CLASS Ill, ASTM C-76
(2000 pff PER Ft OF INTERNAL: DIA.) CLASS IV, ASTMC-76
EXCAVATION LINE
AS REQUIRED
SPRING LINE
COMPACT OUTER BEDDING
TO MINIMUM 85% OF
STANDARD PROCTOR
BEDDIN
SEE SPECIFICA77ON SECTION
02210 PARAGRAPH 13.
PIPE
Di
MAX.
Bd
MAX. BURY
H
CLASS IU
(0.01 CRACK)
MAX. BURY
H
CLASS IV
(0.01 CRACK)
15"
4'
9.5'
14.5'
1 S"
4'
9.5'
15.0'
24"
4'
12.0,
23.5'
30"
5.5'
10.0'
17.0'
36"
6'
10.5'
18.0'
42"
6.5'
13.0'
19.0'
48'
7'
13.5'
20.0'
60"
9'
11.0'
18.0'
72"
10'
13.0'
19.0'
ALSO SEE PARAGRAPH a4 z
t0
NEW CONSTRUCTION Do/3 0
15' MIN. I Rd
6" MIN. ; ..
`­ FABRIC UNDER STONE
CROSS SECTION
CONSTRUCTION ENTRANCE
NOTES.
- 1. GREATER DEPTHS ARE ACHIEVABLE BY EITHER CONTROLLING BACKFILL TYPE,
12" MIN. NARROWING TRENCH WIDTH BUT SUPPLY SUFFICIENT ROOM FOR
COMPACTION IMPROVING BEDDING OR LOADING TO ULTIMATE LOAD (Du). FOR
OTHER BURY DEPTHS THAN SHOWN (H), PROFESSIONAL ENGINEER TO
PROVIDE CALCS ON PIPE BURY THAT EXCEED THOSE GIVEN IN THIS CHART
FOR THE CONDITIONS IN WHICH IT IS PROPOSED TO BE USED.
2, THIS TABLE OF BURY DEPTHS (H) APPLIES EQUALLY TO A CLASS C STONE
BEDDING, TYPE 4 LAYING CONDITIONS.
3. MINIMUM COVER NOT SHOWN BUT NO LESS THAN 12" WA7 ENGINEERS
APPROVAL UP TO 48" PIPE.
4. MAXIMUM BURY TABLE FOR 'TRENCH CONDITIONS" PER THE DETAIL SHOWN
ON THIS SHEET
TRENCH DETAIL
THIS TABLE ASSUMES TYPE 4
INSTALLATION & NO STONE BEDDING
2
0
Di = INSIDE DIAMETER OF PIPE
Do = OUTSIDE DIAMETER OF PIPE
13,d = TRENCH WIDTH
H = BACKFILL COVER ABOVE
TOP OF PIPE
10" INLINE DRAIN 10" INLINE DRAIN
RIM = 6"LOWER THAN F.F E. RIM =L6" LOWER THAN F.F.E.
8" 8" X 8" TEE 8"
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
NYLOPLAST HAS PROPRIETARY RIGHTS, THE
RECEIPT OR POSSESSION OF THIS PRINT DOES NOT
CONFER, TRANSFER, OR LICENSE THE USE OF THE
DESIGN OR TECHNICAL INFORMATION SHOWN
HEREIN REPRODUCTION OF THIS PRINT OR ANY
INFORMATION CONTAINED HEREIN, OR
MANUFACTURE OF ANY ARTICLE HEREFROM, FOR
THE DISCLOSURE TO OTHERS IS FORBIDDEN,
EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM
NYLOPLAST.
*ALL SIDES
HAVE A 6
INLINE DRAIN
SLAB TOP INLET DETAIL
(NTS)
3130. VERONA AVE
BUFORD, GA 30518
PHN [phone]
FAX [phone]
www.nylopiast-us.com
•" nnrnwnr ^ONC. .•OVER
PIPE OUTLET TO WELL
DEFINED CHANNEL
PLAN
La
BLANKET
TYPE A
PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL
A
IV
PLAN MEW
LQ
FOR SIZE [IF, d
7
FMTING - SEE NOTE 6
SECTION A -A
IF STONE DIA.> 8", PROVIDE GEOTEXTILE UNDEMMER OR
4" (MIN.) 057 WASHED STONE BEDDING MATERIAL.
NOTES:
(1) d = 1.5 TIMES THE MAXIMUM STONE
DIAMETER BUT NOT LESS THAN 6
INCHES.
(2) d t = 1' ABOVE MAXIMUM TAILWATER
OR TOP OF CHANNEL BANK (WHICH-
EVER IS LESS).
(3) La =LENGTH OF RIPRAP APRON.
NOTES: FOOTING SIZE
PIPE SIZE WIDTH DEPTH
15" - 24" 8" 12"
24' - 36' 12' 24"
36" - se 18. 36'
VELOCITY DISSIPA TOR
O
� � r
4�
24501
ON
74 IV
I,4)40 di8tti3Vat
DRAINAGE STRUCTURE NOTES
I. BOXES SHALL COMPLY WITH LOCAL JURISDIC77ONAL STANDARDS AND SPECIFICATIONS_
2. ANY NONSTANDARD BOX IS TO BE DESIGNED BYA PROFESSIONAL ENGINEER,
3. THE MAXIMUM HEIGHT OF AN UN -REINFORCED MASONRY DRAINAGE STRUCTURE WITH
8" WALLS SHALL BE LIMITED TO 8'-O" FROM INVERT OF THE OUTLET PIPE TO THE TOP OF
THE CASTING. DEPTHS GREATER THAN 8` 0" SHALL HAVE WALLS 12" THICK. BASINS OVER
IT IN TOTAL DEPTH SHALL BE DESIGNED BYA PROFESSIONAL ENGINEER. FOUR INCH
WALLS ARE NOT ALLOWED ON DRAINAGE STRUCTURES. BOTTOM SLAB ON STRUCTURES
SHALL BE REINFORCED WHEN BOX DEPTHS EXCEEDS 8 FT.
4. STEPS ARE TO BE PROVIDED ON ALL BASINS DEEPER THAN 42"
5. STEPS ARE TO BE PSI-PF AS MANUFACTURED BY M-A. INDUSTRIES OR AN APPROVED
EQUAL LOCATE ON NON -PIPE WALLS.
6. MORTAR IN MASONRY BOXES IS TO BE TYPE M
7. CLAY BRICK STRUCTURES ARE NOT ALLO WED.
8. CONCRETE PIPE IS TO BE MINIMUM CLASS III.
9. CONCRETE BUILDING BRICK IS TO MEET ASTM C-55, GRADE N, TYPE 1.
10. ALL CAST IN -PLACE PRECAST CONCRETE DRAINAGE STRUCTURES LOCATED IN PAVED
AREAS ACCESSIBLE TO TRUCK LOADINGS TO BE DESIGNED TO MEET AASHTO HS 20-44
LOADING. SEE MANUFACTURERS DETAILS FOR WALL, TOP AND BOTTOM THICKNESS.
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
z
0
co
W
W
W
W
Lu
o
W
am©■■■p
IN
O
O N
o
C4
� U
W
m
VOti
m
ao?
W a] CL. S
U
N �
I� J
`P
T �
U
o
2 Z
U �
06 06 co
c-) Q W
`N
r co
o
T co
U �
0)
ECTNO. BBT-0402
AME BBT0404-DT2
IN BY., RCN
N_ T S.
8-18-04
T NO. c-
f,u _ j, I;a j'I ✓i��ri _ � �t F� IFir t .I + ; � Fi ,yyI �S'I
i y•+['(�f. �1�,1y1[ i ¢I (4;,Irdl�
!' E 1 ..� .�. .�I. 1.•[. '[ ' r....4 .� �. I_ r Ltl
'h a �i � " Y e It f: •t .+.'� [ � [,![.: :l', .i. '� �:�� ., ��.[

_-IL_. -..� i! �_ _�.�..:s i<is:_L �s.��_.-,. �.e..- -. ii ,f'- s.�_ _ -._-i _�-
• ' ' d 4 d
Q4•
FINISH GRADE COUNTERSUNK PLUG IS' SQUARE 0013
CONCRETE001311013
ACI O ©0 0ENCASEMENT
d ©❑��� 000 18,
OOrI„}j000
15' SQUARE CONC. O O O O
PSLAB 6" THICK 00000000
d000
6'C-I. PIPE e
4 . a'
6 1/8" BEND (C.I.)
11'
PROVIDE CAST IR❑N/DUCTILE IRON
ASPHALT OR CONCRETE RUBBER 10-3/4' CLEANOUT COVER
6x6` WYE (C.I.) AS DETERMINED BY TRAFFIC GASKET
6`PLUG SURFACE
OMIT PLUG WHERE 3000 PSI CONCRETE
SEWER JOINS HOUSE
CONNECTION FINISHED GRADE
e.
d �r Q
a X
SAND CUSHI❑N CAP
° 9-1/4' v
4' PANELLA TYPE
CLEANOUT WITHi-
COUNTERSUNK HEAD I - 4 I { 1I-
I"1 d 4 j
PIPE SEAL GASKET--'[ r a 11 1 I
SANITARY SEWER CLEANOUT 3000 PSI CONCRETE a a _
6' PVC
ENCASEMENT 6' MIN.
PIPE i- 11 [ III -I
4' PVC PIPE
CLEANOUT COVER ASSEMBLY TRAFFIC AREA
ICIIF1II
-III IIIIII; III -II
I -I I I
-I1I-1I
FINAL BACKFILL ril I l l l l
-III-
Iillll
FINAL BACKFILL
irr0011Y,srY
_ I_I_1_I�ttz tf1_
UNDISTURBED
SOIL
#67 STONE
WHEN ROCK IS 6' O.D. OF PIPE 6- MINIMUM SIDE
ENCOUNTERED 12"' 0.D.OFPIPE 12" CLEARANCE
MAXIMUM SIDE
NOTES: CLEARANCE
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE
FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4' OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6' LIFTS IN TRAFFIC AREAS, 12' IN NON -TRAFFIC AREAS.
5. ACHIEVE 80% COMPACTION IN NON -TRAFFIC AREAS, AND 95% COMPACTION IN TRAFFIC AREAS.
6. IF IN EASEMENT 4' TOPSOIL, AND 12" CLEAN SELECTFILL IS REQUIRED.
7. NO BOULDERS 8" IN DIAMTER OR GREATER ALLOWED.
TRENCH BOTTOM DIMENSIONS & BACKFILLING
REQUIREMENTS FOR DUCTILE IRON
AND REINFORCED CONCRETE PIPE
TRENCH DETAILS
DRAINAGE GRATE
NEENAH FOUNDRY CO.
R-4899 ANGLE FRAME
R-4840 DRAINAGE GRATE (24'X36�
OR EQUIVALENT
[flGi�[[©1[i�[[�[[F�[[E�Iitii�llE�li�li�l
RAINSTOROMODULAR INFILTRATION
UNITS IN STACKABLE 40`X 40'X 4"
INCREMENTS (SEE DETAIL) LL
94% VOID RATIO
4' CLEAN SAND
INFILTRATION I I I I 1111 III Ill I I I Ill )
NATURAL SOIL (SAND) _
INFIL. RATE = 2.9 MOOR I-jl; I I I
8OZ. MIN. NON -WOVEN �I I
GE07EX TILE FILTER FABRIENCASING
C (-
PIPE INTO RAINSTORE UNITS I -III-I I -
�'-1
HOSE CLAMP TO
SECURE GEOTE)MLE
FABRIC'BOOT" TO PIPE
UNDERGROUND INFILTRATION TRENCH AREAS 5
(n. t s.)
12" RCP
OVERFLOW
I1V1I1AL I I Iq jI I I •�. e•`. •'d. N
BACKFILL
III-1I a
Rainstore3 Unit Dimensions
(25 Gallon Storage each unit)
1 Mel
rL
It I! I! 11 II f! II !I II IIL-JA LI.�-Jll I J L Ill 11INSI I
_I Rainstore3 System
II-1 I I -I I Single Rainstore3 injection molded unit geometry and dirnensaw
III III NOT TO SCALE 1597 Cole Blvd., Suite 310
Golden, Colorado 80401
Invisible 800-233-1510 Fax: [phone]
-I I Structures, Inc. www. invisiblestructurles. com
I I= RS3system.dwg
I I I INFIL. INLETA3Y-PASS STRUCTURE '4` '8` C.D. F` F"
-11
UNDISTURBED
SOIL
HAUNCHING III I [ I #67 STONE
PIPE GRADE
4"BEDDING
-I III -III -III -III -I I -I I
I I r I I I III I I I -I 11 I I I III
-I l
TAMP WELL UNDE
BOTTOM HALF 6" O.D_ OFPIPE 6' MINIMUM SIDE
OF PIPE CLEARANCE
TYPICAL TRENCH BOTTOM DIMENSIONS
FOR SDR 35 PVC GRAVITY PIPE
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
FACE OF THE SHORING AND BRACING.
2 NO ROCKS OR BOULDERS 4"OR LARGER TO BE USED IN INITIAL BACKFILI _
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NA 77VE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS 12" IN NON -TRAFFIC AREAS.
TRENCH BOTTOM DIMENSIONS & BACKFILLING
REQUIREMENTS FOR PVC GRAVITY
SEWER MAIN
SOLID TOP
NEENAH FOUNDRY CO., R-1883-K (36`X 36�
ANGLE FRAME W/SOLID LID
OR EQUIVALENT
1-800-556-5075
www.nfco.com
NOTES:
FOR 111BPOQ , THE 12` RCP OVERFLOW DOES NOT PASS UNDER
7HE INLET BASIN
PSI-PF STEPS
BY M.A. INDUSTRIES
Backfill. 12" (0.3 m) minimum,
36" (0.9 m) maximum depth.
(When under paving)
5urraang
Suitable structural baddill
comp. to 95% modified
proctor density. \
8 oz. min. non -woven
geotextile filter fabric
encasing Rainstore3
structure.
3'SAND WIGRASS COVER
(WHEN NO OTHER COVER)
Utility markers. Use metalkc tape at
comers of Pstau in mark the area for
future utility detection.
- Geogrid (fensar BX1200 or equiv.)
Excavation line.
Geogrid (fensar
BX1200 or equiv.)
8 oz- min. non -woven geotextile
filter fabric encasing Rainstore3
structure.
40" (1.0 m) geogrid (fensar BX1200
\ or equiv.) overlap.
Geogrid (fensar BX1200 or equiv.)
Rainstore3 structure.
8 oz. min. non -woven geotextile
filter fabric encasing Rainstore3 structure.
.A
excavation line.
Suitable structural backfill compacted
to 95% modified proctor density.
20" (0.5 m) minimum to allow
space for proper compaction.
Geogrid (Tensar BX1200 or equiv.)
Rainstore3 System
NOT TO SCALE 1597 Cole Blvd., Suite 310
Golden, Colorado 80401
Invisible 800-233-1510 Fax: [phone]
Structures, Inc. www.invisiblestructures.com
RS3system.dwg
®
41.75
41.00 40.00 38.75 36.75 12'
is
41.75
41.00 4aOO 3a75 3634 12'
DRAINAGE GRATE
NEENAH FOUNDRY CO-
t�
39.00
38.33 37.00 35.00 35.28 16.
R-4899 ANGLE FRAME
24` 36`
SOLID TOP
R-040 DRAINAGE GRATE (24-X 361
NEENAH FOUNDRY CO., R-1883-K (36" X 367
0
41.25
4a33 39.00 38.00 35.95 16"
OR EQUIVALENT
ANGLE FRAME W/ SOLID LID
CURB
OR EQUIVALENT
0
41.00
39.83 39.50 39.00 37.13 4`
1-800-558-5075
O
MATCH0( 37.33 37.00 36.50 36.25 4`
III
ELEV. "An
www.nfco.com
t38.25
GRASS COVER -III-II
a
I I I
-I
I I
a. a'
WE WALL
d
SAND W/GRASS COVER-
} III -III
-II
a
pBry
a
.
�,1I-
RAINSTORE3MODULAR INFILTRATION
UNITS IN STACKABLE 40' X 40' x 4"
INCREMENTS (SEE DETAIL) UL
. I
I'MIN. 12'RCP
I I �I I �I I I� I IJ I CI I I=1 11=l I I C-I I C
94% VOID RATIO
+
a
(WGiV)
I
nCp
4"CLEAN SAND
~
I
-� 4
a
n. °
•k WATER QUALITY VOLUME
IIS
I
I
-III
III=1
-III
I
I=1
I
°
46
THE TOTAL
SYSTEM
-1
.
34"
IN THE RAINSTORE
INFILTRATION
-1 I I -I I III
_
-III I I -III
_ _
-III
_
d
INLET °
OVERFLOW
ad
UP TO WEIR ELEVATION.
NATURAL SOIL (SAND)
-III-III-I
-I I I -I
I
1 I -I
I
d
BASIN
BASIN
a
INFIL. RATE = 2 9 INMR
i
d a
8 OZ MIN. NON -WOVEN
I 1-i
I I
-III
III -III -III
4
d
-I I ICIICI
GEOTE)TILE FILTER FABRIC _
_
I
I-1
I
MI I
a
d
NOTES.
ENCASING
I 1-I ICI
I I
' °
1.) IN UNDERGROUND INFILTRATION AREAS 4 AND 5, POLYCAST 600
PIPE INTO RAINSTORE UNITS �- J
-III MI
I I -I I
°
PRE -SLOPED TRENCH DRAINS WILL INTERCEPT THE WQV AND
l
I ICI I I
-III
4
a
OUTLET 1T TO RAINSTORE UNITS. (SEE OTHER DETAIL)
HOSE CLAMP TC3
I
a d
2.) FOR IYBPO2
SECURE GEOTEXTILE I-� I -I I
°
, THE OVERFLOW BASIN SHALL BE ADJACENT TO THE
FABRIC *BOOT' TO PIPE
d
"Dry
a
d
CURB, AND THE INLET BASIN WILL BE ON THE PAVEMENT SIDE, DUE
a
TO THE LOCATION OF RAINSTORE UNITS BENEATH PAVEMENT P-03
a 4 a 4
'
SHALL PASS THROUGH SUMP OF INLET BASIN TO OVERFLOW BASIN.
a � a
a'
d
DRAINAGE STRUCTURE NOTES
d
d 4
d a
a
1.
BOXES SHALL COIIIPLY WITH LOCAL JURISDICTIONAL STANDARDS AND SPECIFICATIONS.
d 4 a
2.
ANY NONSTANDAAD BOX IS TO BE DESIGNED BYA PROFESSIONAL ENGINEER.
44
a
3_
THE MAXIMUM HEIGHT OF AN UN -REINFORCED MASONRY DRAINAGE STRUCTURE WITH
d°
8' WALLS SHALL BE LIMITED TO 8'-O' FROM INVERT OF THE OUTLET PIPE TO THE TOP OF
4 d PSI-PF STEPS
THE CASTING- DEPTHS GREATER THAN W-O' SHALL HAVE WALLS 12' THICK BASINS OVER
a BY M.A. INDUSTRIES
12` IN TOTAL DEPTH SHALL BE DESIGNED BYA PROFESSIONAL ENGINEER. FOUR INCH
° a
WALLS ARE NOT ALLOWED ON DRAINAGE STRUCTURES. BOTTOM SLAB ON STRUCTURES
d
SHALL BE REINFORCED WHEN BOX DEPTHS EXCEEDS 8 FT.
°
4q a
4.
STEPS ARE TO BE PROVIDED ON ALL BASINS DEEPER THAN 42'
a d
5.
STEPS ARE TO BE PS1-PFAS MANUFACTURED BY M.A. INDUSTRIES OR AN APPROVED
4.
+�---
EQUAL. LOCATE Oh' NON -PIPE WALLS.
6.
MORTAR IN MASONRY BOXES IS TO BE TYPE M.
1
15�RCP I t
OVERFLOW d I I
7.
CLAY BRICK STRUCTURES ARE NOT ALLOWED.
a HEN
8.
CONCRE7E PIPE IS TO BE MINIMUM CLASS Ill.
9.
CONCRETE SUILDIWG BRICK 15 TO MEET ASTMG55, GRADEN, TYPE 1.
UNDERGROUND INFILTRATION TRENCH AREAS
10.
ALL CAST-IN-PLACc PRECAST CONCRETE DRAINAGE STRUCTURES LOCATED 1N PAVED
AREAS ACCESSIBLE TO TRUCK LOADINGS TO BE DESIGNED TO MEET AASHTO HS 20-44
LOADING. SEE MAPUFACTURERS DETAILS FOR WALL, TOP AND BOTTOM THICKNESS.
41
W
W
W
L
W
W
W
W
W
y
y
W
W
W
W
•
W
l+
W
W
W
W
W
PLAN
I
I A
INV. OUT = 35.22
FLOW SPREADER
MECHANISM
INV. = 35.22
RECEIVING STREAM OUTLET Ot GRADE
OR SLAB TOP PIPING
DROP INLET
1 RIP RAP
ENERGY
DISSIPATOR
VEGETATED FILTER DETAIL
(n. t. s.)
110 r �e
u
SEAL u
24501 I(��
o
001
f�f ' A,
i\OV 0 2004
Sw SCE l c.x� I r
RECEIVING STREAM
- OR SLAB TOP
DROP INLET
RIM = 35.00
INV. = 32.12
SECTION A A
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
Fes- Fes-
gUJI Ili
co Z
O O O
U U U
w w w
W z Z z
ci
^IC4IC)
I Z5
I
C)
M
� ti
O
N
Z
Z M J
M ��
Up0
CO ti
z �oz
W ca
J
U
N �
i\ J
ti 0
U
O
C
O
U v CO
OZj
06 _ Q
� o z W
m 0 4
`N 1
T
rZ z
Z 0
U Z
EcrNo. BBT-0402
TAME' BBT0404-DT3
sr. RCN
N. T S.
8-18-04
7No. C-7
71
• p n ...�. - - � � ,'.� r 1. Y i r j '� � �''j-' `jll J (1 br}'

NOTE:
PRUNE SHRUB AS RECOMMENDED BY GROWER
ONLYAFTER THE PLANT HAS BEEN WATERED
INTO THE PLANTING SOIL
CURVE TABLE
CURVE
I LENGTH
RADIUS
TANGENT
I CHORD
BEARING
DELTA
Cl
1 57.64' j
75.00'
1 30.33' .1
56.23'
1 N1902917"E
4400149"
Z
� [z
Z N�
0
N.
J
SITE
N.C. HIGHWAY 172
VICINITY MAP
NTS
TURF NOTES:
1. CHISEL COMPACTED AREAS ABD SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS IF AVAILABLE.
2. RIP ENTIRE AREA TO 61NCHES 1N DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OUSTRUC77ONS LEAVING
SURFACE REASONABLY SMOOTHAND UNIFORM.
4. APPL Y AGRICUL TURAL LIME, FERTILIZER, AND SUPERPHOPHATE UNIFORMLY
AND MIX WITH SOIL (SEE BELOW)-
5. CONTINUE 77LLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7, MULCH IMMEDIATELYAFTER SEEDING AND ANCHOR MULCH.
8. 1NSPECTALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
WITHIN THE PLANTING SEASON, 1F POSSIBLE. IF STAND SHOULD BE OVER 60%
DAMAGED, RE-ETABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING
RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENTAND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED_
APPLY.- AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONSIACRE IN CLAY SOILS)
FERTILIZER- 1,000LBS/ACRE- 10-10-10
SUPERPHOSPHATE - 500 LBS/ACRE 20% ANALYSIS
MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR - ASPHALT EMULSION @ 300 GALS/ACRE
SOD PREPARATION.
FOLLOW PREPARATION AS DIRECTED FOR STEPS 1-5 ABOVE. IMMEDIATELY
WATER SOD UPON INSTALLATION AND CONTINUE UNTIL ROOTS ARE
ESTABLISHED.
10. CONTRACTOR SHALL WATER AND MAINTAIN ALL LAWN AREAS UNTILL AN
ACCEPTABLE STAND OF GRASS HAS BEEN ESTABLISHED_
11. ONCE AN ACCEPTABLE STAND OF GRASS HAS BEEN ESTABLISHED, THE
CONTRACTOR SHALL REPAIR ALL DAMAGED AREAS AND MONITOR THE LAWN
AREAS UNTIL THE GRASS REACHES HEIGHT RANGE.
12. AS INDICATED BY TURF TYPE, THE CONTRACTOR SHALL MOW THE GRASS TO
THE IDEAL HEIGHT OF TURF TYPE AND TURNOVER THE LAWN MAINTENANCE TO
THE OWNER.
13, AN ACCEPTABLE STAND OF GRASS SHALL BE 92% COVERAGE OR BETTER.
14. SOD SHALL BE LOCALLY ACCEPTED TURF TYPE FOR REGION.
LANDSCAPE NOTES:
1. THE GENERAL CONTRACTOR SHALL LEAVE THIS SITE AT FINISH GRADE THE
LANDSCAPE CONTRACTOR SHALL REVISE GRADES ATA MINIMUM TO ENSURE
SMOOTH TRANSITIONS BETWEEN PLAN77NG BEDS AND LAWN AREAS.
2. PLANT GUARANTEE: ALL PLANTS SHALL BE GUARANTEED TO LIVE FOR TWELVE
MONTHS THE GUARANTEE SHALL COMMENCE UPON FINAL ACCEPTANCE OF
THE PROJECT IF ANY PLANTS ARE DEAD OR IN AN UNHEALTHY CONDITION
BEFORE FINAL ACCEPTANCE THE LANDSCAPE CONTRACTOR SHALL REPLACE
THEM AT HIS EXPENSE. THIS REPLACEMENT SHALL NOT BE CONSIDERED A
GUARANTEED REPLACEMENT.
3_ ALL PLANTING SHALL BE PLACED WITHIN A MULCHED PLANTING BED.
ALL STRAPPING AND THE TOP 213 OF WIRE BASKETS MUST BE CUT AWAYAND
REMOVED FROM ROOT BALLS PRIOR TO BACKFILLING PLANTING PIT. REMOVE
TOP 113 OF BURLAP FROM ROOT BALL.
4. ALL LANDSCAPE WORK SHALL BE IN ACCORDANCE WITH CURRENT CITY
STANDARD DETAILS AND SPECIFICATIONS-
5- ALL AREAS NOT MULCHED SHALL BE SEEDED OR SODDED IN ACCORDANCE
WITH THE AREA SPECIFIED ON PLANS WITH 'REBEL Il' HYBRID TALL FESCUE OR
EQUIVALENT AS PRESCRIBED IN THE SEEDING SCHEDULE AS SHOWN ON THIS
SHEET
6. SITE LIGHTING SHALL NOT BE PLACED IN CONFLICT WITH PLANTED TREES.
7. TREE PROTECTION FENCING TO BE PROVIDED AROUND TREE PRESERVATION
AREAS IN -ACCORDANCE WITH CITY STANDARDS.
8, COORDINATEALL WORK WITH SITE LAYOUT AND SITE GRADING; DRAINAGE &
UTILITIES PLAN
9. VERIFY LOCATION OF UTILITIES BEFORE PLANTING.
10. MULCH ALL AREAS, THAT ARE NOT SEEDED OR SODDED, WITH SHREDDED
HARDWOOD MULCH TO A DEPTH OF 3 =4"
11. THE SELECTION AND INSTALLATION OF PLANTS AND PLANTING METHODS SHALL
CONFORM WITH THE STANDARDS OF THE AMERICANASSOCIATION OF
NURSERYMEN OR THE CITY STANDARD DETAILS AND SPECIFICATIONS,
WHICHEVER IS STRICTER_
12, CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES. DRAWINGS
SHALL RULE OVER PLANT LISTS.
13. SUBSTITUTIONS SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT FOR
APPROVAL, PRIOR TO INSTALLATION, SUBSTITUTIONS MAY REQUIRE
ADDITIONAL APPROVAL BY THE GOVERNING JURISDICTION.
14. ALL LANDSCAPING SOIL AND FILL SHALL BE FREE FROM WEEDS, REFUSE, AND
DEBRIS ATALL TIMES.
15. TREES AND LARGE SHRUBS SHALL BE ADEQUATELY SUPPORTED, AS
NECESSARY, USING STAKES AND GUYS. SUCH SUPPORTS SHALL BE DESIGNED
SO AS TO PROTECT TREES AND SHRUBS FROM INJURY. TREES AND SHRUBS
SHALL BE FASTENED TO THE SUPPORT WITH AN ACCEPTABLE COMMERCIAL
TREE 77E OF PLASTIC OR HOSE COVERED WIRE
16. THE MAXIMUM GROWTH HEIGHT OF ANY LANDSCAPING WITHIN THE SIGHT
TRIANGLE SHALL BE THREE (3) FEET IN HEIGHT.
INGRESS, EGRESS., REGRESS.,
DRAINAGE & UTILITY EASEMENT
BOOK OF MAPS 44, PAGE 178
TRACT II
THE LANDING AT SNEADS FERRY
BOOK OF MAPS 44, PAGE 178
PROPOSED TRACT IB
NEW AREA
36.076 SF OR 0.83 ACRES
\ SEDIMENT
\ TRAP 1
RIP RAP
` \ \ OUTLET
7�A
\ r
r y
f /
fr`
r
frr
ri
rr
f/
fr
�fr
r
PROPOSED TRACT I A
NEW AREA
124,598 SF OR 2.86 ACRES
�.� MILEAGE
SIGN
0
' \ co
Qo
� 4
TBM ~'
o�y {HAIL IN � �1
\ POWER POLE \
ELEV. = 42.35' �
0,
y
N/F
OMEGA WORLD TRAVEL, INC
DEED BOOK 1019, PAGE 75
UTILITY
POLE
o U
E"XISTNG OVE#zFI AD U OU"`� OU C
REPAR
CONCRETE
HEADWALL-\
FO MAIL
r Fp
/�
EXISTING � � �-C3CJ-�- �-� �-- '� FO W%"►y 172 f� � ASpo,4LT ROAD
REPAR Co- OU- _ "" FO N 1 G N _ - � 55 MPH
S
ss�
0
Fu RNI)EX. PI( NAIL FO
O t p ��pAVt~►�E�' ~^`�'�'� �ou (100 pUBL�C i;'I ��__-----�° gv ��tV
EX PK NAIL (E FO tt rC O 1 ��
ex
L OLf f J'
OF PpVEN1ENT FO-�---�r�GRAVEI_ t2tVE VEX
EDGE � GRAVEL �Ll
EX. PK NAIL FO DRIVEFO
FO l
1
r
11 '\
Po
Xa
NOTE:
IN SOME CASES THE MULCH IS
ONLY A SPECIFIED DIAMETER.
SEE PLANS AND SPECIFICATIONS
FOR FURTHER COORDINATION
OF MULCHING.
TYPICAL CONTAINER
DECIDUOUS SHRUB
SHREDDED HAI
BARK MULCH
3"- 4' MUDL
PL
PLAN7
CONSTRUC7
TYPICAL B&B TREE
SHRUB PIT TO COMPILE
W1714 DEPTHS AND
WIDTHS FOUND IN THE SPECS.
SHRUB PLANTING DETAIL
NOTE:
NONE OF THE B&B TREES ARE TO BE
STAKED UNLESS INDICATED.
PLASTIC SPIRAL
TREE PROTECTION
SHREDDED HARDWOOD
BARK MULCH
3'-4' MUDDLE RING
TRIP BALL•
PLANTING SOIL
CONSTRUCTION SOIL
NOTE'
NOTE.
IN SOME CASES THE MULCH IS ONLY
A SPECIFIED DIAMTER - SEE PLANS
AND SPECIFICATIONS FOR FURTHER
COORDINATION OF MULCHING.
1. ALL TREES SHOULD BE PRUNED ONLYAFTER
INSTALLATION AND WATERING IN THE TREE
PRUNE TO GROWERS SPECIFICATIONS.
2. ALL TREES SHALL COMPLY WITH THE AMERICAN
STANDARDS FOR NURSERY STOCK INCLUDING
TREE PIT DEPTH AND WIDTH.
TREE PLANTING DETAIL
VARIES
PUNTING SCHEDULE (SEE LANDSCAPING NOTE #12)
SYMBOL.
KEY
NO.
BOTANICALNAME
COMMONNAME
CALIPER
HEIGHT
ROOT
COMMENTS
•
AR
2
ACER RUBRUM 'OCTOBER GLORY'
OCTOBER GLORY RED MAPLE
2"
10,
B & B
-
+
Ll
6
LAGERSTROENIA INDICA
NATCHEZ CREPE MYRTLE
-
6'
B&B/CONT
-
NATCFEZ
GR
12
GARDENIA FADICANS
CREEPING GARDENIA
-
8' - 12"
2 GAL.
-
AG
13
ABEUAGRANDIFLONSHERWOOD'
GLOSSYABELIA
-
12"-15"
2GAL.
-
�=
ND
9
NANDINA DCMEST7CA
NANDINA
-
18"- 24"
3 GAL.
-
®
IV
13
ILEX VOMTORA
DWARF YAUPON HOLLY
-
18" - 24"
3 GAL.
-
GRAPHIC SCALE
30 0 i5 30 60
1 inch = 30 ft.
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
� g Lu
U U U
0��
v`�www
U U U
111 Z Z �
tr
0
a•-
o
a-
ti
F'
0
Cv
cM
O
ti
� CV
� O
� tV
ti
U
�YS Z
z w
� J
P
UC)0
zmz
to
co Q,
J
U
J
r. o
c[ 0
cc
t7 0
0
(> C3
~ � O
O� -J
M
c o
`\
T
T z
TO Z)
Z O
CL
U Z
ECT NO. BBT-0402
SAME BBT0404-LS
vN BY: RCN
1 "=30'
8-18-04
TIVO. C-8
�� r r • �� .I r � �a -r.