SW8010120_APPROVED PLANS_20011022

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DDC DATE `oll101��a��
YYYYMMDD

32-
TOP RIM EL.=38.7
I.E. 15"RCP (WEST)=31.7
I.E. 15"RCP PLUG (NORTH)=31.7
EXIST. CURB INLET
TOP EL.=37.9 EXIST. CURB INLET
I.E. 15"RCP (NORTH)=31.2 TOP EL.-38.0
I.E. 18"RCP (WEST)=31.0
I.E. 15"RCP (SOUTH & EAST)=31.0
EXIST. CURB INLET
TOP EL.=34.7
EXIST. CURB INLET I.E. 18"RCP (WEST)=28.5
TOP RIM 29.6
I.E. 8"PVC=24.8 \ \
EXIST. CURB INLET
TOP EL.=31.6
I.E. 15"RCP (NORTH)=27.4 1 \
C I S I T E_
Y
�
z}
j0m
oz
}z
RIVER ROAD (S.R. 1100)
CAPE FEAR RIVER
i
REVISIONS
Description I By
TOP EL-34.7 I.E. 18 RCP (EAST)=29.2 wv LOCATION M A P
~�CURB CUT (TYP) I.E. 15"RCP (NORTH)=29.7 I.E. 15°RCP (SOUTH=29.5
I - _
FX
PROPOSED 25' DRIVE M E LTO N STREET \
low
50' PUBLIC RIGHT OF Y r \
To IM 30.6 r
NE E =2 .21 1
f O I r / r - / } 1 1 / \ T. CAE
¢ \ 1 \ 1 TOP EL.=30.5 1
/// S ' 1 r' I 1 / / \ \ I.E. 18"RCP (EAST)=27.5ct
l J / �I SETBACK \ 1 / ' / I / f- LIMN` 0 DI UR N I" i y 1 I.E. 24"RCP (WEST)=27.3 1 1 1
/ o / 1 / / / _ r \ \ I I.E. 15"RCP (SOUTH)=27.3 �\ a
m I / �,0i SIET ACKLLI
Ld
1 w 1 „ Z T/�
I \/ I I I I I( ' `/ \ \ 1, \ ` 1 1 1 -INSTALL {2) 6 SANITARY O V)
SEWER SERVICES CORE
DRILL EXISTING SS MANHOLE U Z
INV26.0 nn��
� ` \ \ \ \ 1 1 1 ` 1 .� COORDINATE WITH CITY OF
1 \ m \ 1 WILMINGTON PERSONNEL PRIOR
J.C. McDONALD \� \�� �v / 1 , %\ \ .- � "' \ \ 1 w Iti TO INSTALLATION I---E Q'
DEED BOOK 664 PAGE 166 I 1 1 I ' ' 1 i / \ 1 `'-A ` \ I �� `n 1 N+ � �--I
A i f I I \ 1 \ \ \ \\ \ �\ �\ \ll `.� till W
ROXIMA�OCATION \ / ' 1 1 11 1 J 1 \\ `,n 1 \ \ \ , 1 1 i 1 (2) 2 WATER SERVICE
I EXISTING 8 d \ W
jI WAVE LINE 1 1 ' I L, �- - - _ -� - - __� \ �\� \- �- �� s1 1 MIN. 36" BURY W
, 1 J \ qB K \ / , 1 1- TAP W m 0
D.R. MELT 0 N I I _ _ - _ / / I 1 ` \ \ \ \ \ \ I 1 a 31.1 (2) 1- METERS �-�--I
DEED BOOK 1016 PAGE 116 I ` - -- - 1 F V 2 '8 FL = CONTRACTOR WILL COORDINATE Q �+
C) ca `1 I \ \
I / W/NEW HANOVER COUNTY WATER Z
\ \ J - '� / / / I I \ \ ` T 1 31.9 UTILITIES FOR INSTALLATION F-t
�- - - - - - - - - \ m 1 1 1 \ \ \ \ \ 1 FLOWI E L. 26�5 PROCEDURES.
�� i I w \ \ \ SDD" M.NO.5 � 1
\ IN
APPROXIMATE LOCATION � \ o � / �.-� � \ I o 1 \ � \ 0' S�TBA \ \
EXISTING 8" 1 I "0 1 �-- ---- --- - - -- - - -\--�--¢�
SANITARYSEWER I 1 �. k ACRES / f ` \ 1 11 1 -APPROXIMATE LOCATION T E 4
y EXISTING 24" SANITARY v 4 Z
FORCE MAIN Z V L
l I I o
\ 1 1
A 0
D.R. MELTONQ► I I ti I \ /� I I �\ ���- jU) m
DEED BOOK 995 PAGE 539 I 'aN1 1 I \ f I } \ \ / 2 I \ QDa 1 I ' 0 1 --TOP RIM 33.1 w 0 � E
�\ � n 1 I, v` FORCE MAIN ACCESS ONLY � � �"
-n \ ' w Zi
m \\ \ 1 4 A R E 1 1 ®'� I l 1 i-r
I- J J \ LIMITS OF DISTURBANCE 1 �.■� Z
�I (1 1. WATER SERVIZ' I ca { - =- = - - _ - --I - t - - - - \� �l 1 , _ J�-�_. - TEMPORARY GRAVEL��
MI B RY 36 i I I 3o BACK s 4 1 LA CONSTRUCTION
0
ENTRANCE
�- �� o �/ / � I IM 44� � R
LIMITS OF DISTURBANCE--,,, n / I \ __ _ �- J 1 ` ANV- - -- !NV 27.95 I o O5 O p
/ - 6'YSANITARY SERVICE I I I �j OP
I (1 1.5" WATER SERVICES e-I
INTO - - - - 30 SETBACK 250 L 18 RCP 0 0-5X 1 ) nn
M.D. TY LE R I N TARY SEWERSERVICE\ \ \ I y I _ _ \ MIN. BURY 36 W
DEED BOOK 1004 PAGE 737 ++ If 1 \ 1 ` 60 LF -2-4 RCP ® 0.5% \ \ 1 I CO
Cd
L -� _--- --------------__.._----------- � --- �1 J I - /� � I 1 � +� I`� _
INVN J ,Q SEWER 30' SETBACK f i I 1� 1 O
I � � �
TSF a'10LF 24" 01.0% TSF � -
1 I �_ O W co
_-_ - _ \ `L�liliii�i X X - - -- J 1 1 I G� 6" SANITARY SERVICE ram.' N U
- -- --...` _-_�_ ....� - 18RCP ®�_` \, T RI 33. ^
CO �- C0�(V LIE E = 4.8 TIE INTO EXISTING 03 '-'
` ra 17 S 73'32'10" W S 73'46'17" W 90.09 S 73'42 29" W p,� S 73'44'39" YV� S 73'44'39" W 1 q 4 1 ,� O C'7
On {� 1 147.11' 101.58' 84.81' 3o.ao' I 1 _ - f `o' I i SANITARY SEWER SERVICE .� �p
nM _ �mty CiLS LO j f
__._. Li I { I I e0 IRIMMH .2 0.90 ARES � - - , � 1 1 , CL
< I SDMH NOA �.� IIN V 2�4 1 - I ' 4-) Z G� co a
RIM r ` �+�L-�-------------------.._-� j o 11 I 1 y ; (0 CD z
INV 2M
a=CruGr7= N:=._ _. _u NFlr_ r.J3=a^�O Co.r V1 O
- sta_.;.�8.,.=- d'1T�-_ _ _- -L Q 1 �\ _ j I l n O Z
I o O Cr as
r 0 { J LO f 00 f 4 l 1 , APPROXIMATE LOCATION n U .� af
F
_ . P i = _ = o I I Li lY 0 36 FES $ _ 1 1 EXISTING WATER f�■{ o
- �:J --� w Q ( w =w INVQ, „ ` 31. 30. 1 rn o N
Z a Z a ¢ W15 X20 X24 ED �- 1 1 0
- I - 9
� 27 2
38
rrr i- m cfl TbP IM 31. � Q•r
°r° f I•-" n N 24.0 i I I NyV 1 .6 O
Y Y '�} 3 •��• FL1oW LIN EL .85 NCDOT SDMH
cuu� °' I ls_ m J Q f N 0 f o cn / TSF j RIM 30.85
vG �T� _ ` i I L� o
_a^� _ _c Ld I w U 0 -7 0 m o w c�ii / -� _ . 24 I TIE INTO EXISTING 00
- _-.. Q I J o w LLI -7 ea / 11 24"RCP t 24.10
- .. - __ _ = J
__ _ = Z �- � a I a � � iS I 1
'- _ J N Z
K I
o I 15' � R ��\ �� /
T F
/ 1
1 iss
316.56' r7 N S 73'42.04" W T f I
>, SEAL 4
LEGEND TFLOYn nR - - - •��
J LIMITS OF DISTURBANCE
-- - -- - - - - - IN TOUR 1.) PROJECT SHALL COMPLY WITH CITY OF (40' PUBLIC RIGHT OF WAY)-_� 1 1 '%�A '• ••••' y
32 EXISTING CON WILMINGTION CROSS CONNECTION CONTROL - -' - - - - -- - - - - - - ---- - _ `� 1 CREGOR
PROPOSED SPOT ELEVATION REQUIREMENTS. WATER METERS CANNOT BE a/W g i TOP \ J2 .1 �'`�11„IIII \
O S ` IFLOWILI E L.=23. 5
RELEASED UNTIL ALL REQUIREMENTS ARE MET. OUTLET STRUCTURE B R�
CALL 343-3910 FOR INFORMATION. PROPOSED DETENTION POND SEE DETAIL + 4ECE DATE8-01
STORMWATER RUNOFF DIRECTION 2 IF THE CONTRACTOR DESIRES CITY WATER TOP BANK 34.0 ( ) llw ! 1 I DESIGN
03-2T
CITY FLOOD POOL �Q �
DESIGN PGT
FOR CONSTRUCTION HE SHALL APPLY IN STATE FLOOD POOL QLQ cat,ZZUCT ZCY�t MAR 2.9. Q1 DRAWN JHD
a CONCRETE AREA ADVANCE FOR THIS SERVICE AND MUST PROVIDE NORMAL POOL 2�4 C`' 1 1
A REDUCED PRESSURE ZONE(RPZ) BACKFLOW BOTTOM � $c°�;'tiwalter pin 1I�f S(A e0 ol20 I 1 DWQ
C 1 i 51 PREVENTION DEVICE ON THE.DEVELOPERS DEVELOPERS SIDE I 1
LANDSCAPING w/AREA OF WATER METER BOX.
�Roa zolvl2 �
SITE
3.) ANY IRRIGATION SYSTEM SUPPLIED BY CITY .PLAN I ° ` ��� TSF TEMPORARY SILT FENCE WATER SHALL COMPLY WITH THE CITY'S CROSS
X X Cl
CONNECTION CONTROL REGULATIONS. CALL
-391 FOR INFORMATION. _.._ ��
343
LIMITS OF DISTURBANCE ° NO WETLANDS EXIST ON SITE " - 40' TOP RIM 27.1 OAR 2
I � �rlrfMM
SOUTH I.E.=20.05 SHEET 1 OF 1
00056
s
p :�. `I � F, �, ��, r fit• 'i _, ?

nEL
e-24"RcE A �I TOP OF BANK
EL. 34.0
L!
PLAN NORMAL POOL
GALV, BAR GRATING - 1' x 1//8' BEARING BARS. FASTEN WITH EL. 27.0
TYPE J CLIPS. ATTACH TO 1-1/4' x 1-1/4' x1/4' GALVANIZED
ANGLE FRAME. MORTOR FRAME TO TOP OF OUiLEf STRUCTURE ATTACH GALVANIZED WIRE
AND FRONT OF WEIR. CLOTH SMALL DIRE
TOP 34.0OF BANK ORIFICE (8 MESH .020 WIRE)
TEMPORARY
GRAVEL
FILTER
SECTION A -- A BOTTOM 19.5
DIP-1ENTION POND OUTLET STRUCTURE.
COARSE AGGREGATE �
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NITS
PYLII9VE LYII'YE
SVEMPILK OR
SWE041X SEVMV
`� EXP±4VWgAl „ryyr �'
PEA `\ y I PLAZA
r
VOW"" "ff / 11fM A E7UIBV
:Q• '` � Y,1i1B
I 'I-L
1.5m NW
rJ' (4.0m) A7N. O
Ex194AL9GN .LOAM 1/Y" ,q o'TA7i/AlSil'JYV JOW "
J'1�LY
r 44 PER O -0
B" Qa�IiA<S11GMI
SECTitAN A-y4
✓4R £
e s.
SECTI'OEN B-B
STANDARD D R IVEWAY D ETAI L
A?S
TREATED
LANDSCAPE
TIMBER
M
C.I. BOX
IIII 0-
0a
01
& COVER
"'- Z
LuIr
LIJ
Er
mw
5w
oz
COMBINATION
_
�� Wz
MAX 45' SWEEP
W
a
BENDS AS REQ'D
o
NIPPLE PER COUNTY
MAIN ANGLE REQUIREMENTS
AS REQ'D
NOTE: MINIMUM 3 FEET OF
COVER
SHALL BE MAINTAINED UNLESS
DUCTILE IRON PIPE IS USED.
TYPICAL NEAR
SIDE
SEWER SERVICE
DETAIL
NTS
SITE WORK NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
REVISIONS
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
CITY OF WILMINGTON
2 SHALL REMOVETREES WITHIN LIMITS
Date
Description
By
OF CONSTRUCTIONIUNLESS OTHERWISECTOR
DESIGNATED TO REMAIN.VEGETATION
MINIMUM LANDSCAPE REQUIREMENTS
3 VEGETATION, DEBRIS GRUBBING NDSTRIP EIXISTING 0STRUCTUOV STRUCTURES ABOSHALLEAAND BELOWE ANDMOVE GRADE. ORGANIC STUMPS,
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
BACKFLOW ASSEMBLY NOTES
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
1. THE BACK FLOW ASSEMBLY SHOULD BE AS CLOSE TO THE WATER METER AS POSSIBLE.
TREE PRESERVATION: MINIMUM 15 REGULATED TREES PER ACRE.
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED. STRIPPED OR OTHER WASTE MATERIAL SHALL BE
6' IN ALL CASES IT SHALL BE BEFORE THE FIRST WATER SERVICE. REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
EMBANKMENT
2. THE DOUBLE CHECK VALVE AND REDUCED PRESSURE ASSEMBLIES SHALL BE INSTALLED AT
STREET YARD: MINIMUM REQUIREMENTS: FOR EVERY 50 LF, 1 TREE
6. FILL WITH GEOTECHMICALREPORT.
ACTION NOTE
LEAST 12 INCHES ABOVE THE FINISH GRADE, FLOOD LEVEL FLOOR.
8 FT IN HEIGHT OR 3 FLOWERING TREES 5 FT IN HEIGHT AND 6
CONTRACTORAND
THATTHE PLAN MAY REPRESENT A BALANCED
COUNTY FLOOD POOL EL. 31.0
IN
3. PRESSURE VACUUM BREAKER ASSEMBLIES (PIA) SHALL BE INSTALLED AT LEAST 12 INCHES
SHRUBS 18„ MINIMUM AT PLANTING.
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
STATE FLOOD POOL EL. 30.0
ABOVE THE HIGHEST WATER OUTLET. WHEN INSTALLING A PVB ON AN IRRIGATION SYSTEM
8, THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
z CONSIDER THE PLACEMENT OF SPRINKLER HEADS ON HILLS AND SLOPES. PVB SHALL PARKING FACILITIES WITHIN 50 FT OF RIGHT OF WAY REQUIRES 1 ROW PROPERLY PERMITTED FACILITY AS REQUIRED.
TLET
co NORMAL POOL EL. 27.0 NOT BE INSTALLED AT A LOWER LEVEL THAN THE HIGHEST OUTLET. PARKING THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
El 95
4. THE MAXIMUM HEIGHT OF A BACKFLOW ASSEMBLY IS 36 INCHES INSIDE AND 60 INCHES OUTSIDE.
LOW BUFFER EVERGREEN SHRUBS MINIMUM 18" AT PLANTING.
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
1
5. AN ENCLOSURE SHALL BE PROVIDED THAT PROTECTS THE ASSEMBLY FROM THEFT, VANDALISM,
INTERIOR:
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR N PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE: PERSONNEL OF
1 6
FOREBAY 3
1 MAIN POOL
TAMPERING, WEATHER AND FROST.
6. IN FLOOR, UNDERGROUNO AND VAULT INSTALLATIONS ARE PROHIBITED.
MINIMUM: 8% OF THE GROSS PAVED AREAS SHALL BE LANDSCAPED.
THEIR INTENT TO EXCAVATE, IN WRITING. NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
BOTTOM EL. 24.0
i
7. THERE SHALL BE 24 INCHES CLEARANCE ON ALL SIDES OF THE ASSEMBLY.
8. ELECTRICAL EQUIPMENT, OUTLETS AND BREAKER BOXES SHALL NOT BE LOCATED BENEATH THE
"
1 TREE 8 FT MINIMUM HEIGHT AND fi SHRUBS 18 MINIMUM AT
APPROPRIATE PERSONNEL.
3
11. EXISTING SURVEYING PERFORMED BY HOBBS LAND SURVEYING CO., INC. AND SUPPLIED BY THE OWNER.
ASSEMBLY. PLANTING REQUIRED FOR EVERY 15 PARKING SPACES OR FRACTION 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE_ FURTHERMORE
3 BOTTOM
VEGETATED SHELF TO BE EL. 19.5
9. PRIOR TO INSTAWNG ASSEMBLIES INDOORS IT IS RECOMMENDED THE THE CROSS -CONNECTION
THEREOF. CONSECUTIVE PARKING SPACES SHALL INCORPORATE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PLANTED W WETLAND SPECIES.
CONTROL OFFICE BE CONTACTED FOR ADDITIONAL INFORMATION. WATER METERS WILL
NOT BE SET UNTIL THE CITY HAS ;NSPECTED AND APPROVED THE BACK -FLAW PROTECTION.
LANDSCAPE PENINSULAS NO MORE THAN 15 SPACES APART AND AT THE
PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
DETENTION POND & FOREBAY SECTION
[phone]
THE ENDS OF ALL PARKING ROWS. MINIMUM 8 FT WIDE AND 100 SF
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
IN AREA. 5 TREES MINIMUM REQUIRED FOR INTERIOR ISLANDS.
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
BUFFER YARDS: HEIGHT REQUIREMENTS
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
-- 8 FT MINIMUM AT PLANTING 2" MIN. CAL.
ROPBARRICADES.ATE LIGHTS
NSHIP,TREES
ORROTHER TRAFFICMATECONTROL DEVICESMSHALL BEP PROVIDED ©ED A CORDANCENW,
ITH NCDOT
15 FT MINIMUM MATURE HEIGHT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
"OI
L VAMPAt•I=ARE LAME MWLKl By
AE aff
EVERGREEN SHRUBS - 36" MINIMUM AT PLANTING
SLOPED TO DRNAIIN AWACY FROM THE NBUILD BUILDINGS AGINEER R TO INSTALLATION. ALL AREAS SHALL BE
Cd
A AU MIMPAV=MUJELMIUVMW MAX Aim YALW_ 17m NICE
JlNff-Z rNrs,r�eE�py�
8 Id17DPA£Ai7RT171ILL '�ECGO1>�7r�y S .twraF Jr, aw
"
fi MINIMUM MATURE HEIGHT
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKEfED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
TREATED
LANDSCAPE
TIMBER
OLJ
p O[>_ 111
oa- TI C.I. BOX
& COVER MAX. 45'
cn ?sr Xw LONG SWEEP
a �Q _Z AS REQ'D TO REACH
Wb OPTIMUM DEPTH
a. W W
VARIABLE SLOPE 45'
NIPPLE PER COUNTY 1.5� MINIMUM
REQUIREMENTS COMBINATION
NOTE: MINIMUM 3 FEET OF C VIR
SHALL BE MAINTAINED UNLESS
DUCTILE IRON PIPE IS USED.
TYPICAL FAR SIDE
SEWER SERVICE DETAIL-
NTS
FINISH AS GRADED
F MLMINGTON
SEE DETAIL
4-01k14-(2
TJENT PLASTER
I(
tBa 1'
iRSE
STORM DRAIN MANHOLE
NTS
DEWEY WM. NO. MH-VA-1
CONCRETE -
w/Wi�1G NEG 2' ASHPHALT CONC.
4' BASE
COM MMAM FRTINGRON
w/6 BRANCH
rW�%ARlG�ASTQKET
A w NCOIDpO P
ADAPTER
CLEAN -OUT DETAIL
ilk
MAIN
r w 'r" 311" l»fEIP rum
FENCE OPTION - 8 FT MINIMUM HEIGHT INDUSTRIAL ZONING
19• USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
_amamw smz[Ir
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE 111, FACTORY MIXED, QUICK DRYING,
� AMW 6 FT MINIMUM HEIGHT ALL OTHER
NON BLEEDING, REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
ISI 1ANW NAN Ar"
Ewwfx
Wrtm VISION CLEARANCE: NO PLANT MATERIAL OVER 30" IN THESE AREAS.
NIGHT REFLECTING.
20. DUCTILE IRON SHALL BE CLASS 50,
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
T^
PROTECTION FROM VEHICULAR TRAFFIC PROVIDED AROUND ALL PLANT
STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED.
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
I...�
MATERIAL (CURBING, CROSS TIES, TIMBERS, ETC.)
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID
j
V )
1-4
FOR BY THE CONTRACTOR.
MAINTENANCE: THE OWNER IS RESPONIBLE FOR MAINTENANCE OF
Q)
0
LANDSCAPING TO ENSURE THE PLANT MATERIAL LIVES.
CONSTRUCTION SEQUENCE
F�+�1
1, NO CUT SLOPE OR ALL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
r4
k_"m 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED •
P 1 vim+ -Ale I=INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. T^
�a 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING V�
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
t t jobs m'IlSR B/%IriwA► INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
AU .�
SEE PLAN v
ram
SEE PLAN �. rxpL1w�1AoOo�1rr s Aar Ilaol, a �ral� "Y e1OIm o'v n a w aim
OO W ,1 10111 mY'iAi Ii--r M' Nil R A I�YY 1; R N9s 1: C�� MQ �G
LR
P01411111 I*
SECTION A - A xw.
1� �
L Off 11 A o•sils� W wtaisles s 4 T. 9 A/i 7C M W M" IIIIIIIIIIIIIIIs ift rmi AIRNI R R
& mom
ENERGY DISSIPATOR - �„ ��`
FIN
PIPE S12
INDICATE
ON THE
PIPE ZONE
6' O.D. 6'
MEN. MIN.
FINAL gAC 'PIIPPEE SI AS
01+1 hl T
EPPLANS
3' MIN.
I.D.CLASS 1, 2 O O
" O.D.
MIN. CLASS 1 OR � I'I � I
_ ' MIN.
I LI I �I I FI I E-:- I I I
=1 I ICI I I=III-III--�
=3 ICI �I 11=1 TAI3LE
FOUNDATION FOUNDATION
MATERIAL MATERIAL
PVC PIPE DUCTILE IRON PIPE
PIPE BEDDING DETAILS
STEEL OR WOOD POST
WIRE FABRIC
GA o FILTER FABRIC
WIRESI Up
Of
a I ANCHOR FABRIC SKIRT
AS n1RFf'TFn R'Y me-INirm
u 3 u
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN J9 WIRE STAQL.E
1 1/2" LONG
TEMPORARY SILT FENCE
NTS
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE (Ib/acre)
Rye (grain) 120
SEEDING NOTES
MOUNTAINS - AUG. 15-DEC. 15
COASTAL PL11N and PIEDMONT - AM. 15-DEC 30
SOIL AMENDMENT'S
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND ACRKxxTuM
L}MMONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4.000 LB/ACRE STRAW. ANCHOR srpAW BY TAcKiNC wffH ASPHALT, wmm,
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN 13E
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
Repair and refortIlIze
March. M miw9od arcoa Immediately. Toorms with 50 Ib/oc re
ry
Junes 1 ova>twd with 50 Ib/ocre Kobe t is necessary (Piedmontextend t a�rdCooastal PiaIn
trw
or Korean (Mountains) lospedeza in late February or early March.
CONSTRUCTION.
4.
ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL
5.
IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION_ REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN
6.
LEVELS AT THE COMPLETION OF CONSTRUCTION.
IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
004
0
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
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7.
A 4' LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
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8.
ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO EATER THAN 30 DAYS AFTER DISTURBANCE.
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS,
9.
10.
MANTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
MORE STRINGENT MEASURES MAY BE REQUIRED TO THOSE
•
HALT EROSION IF ON THIS
11,
PLAN PROVE TO BE LESS EFFECTIVE.
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
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ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
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MAINTENANCE
1.
REQUIREMENTS
CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
2.
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL. BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
3.
SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
BELOW THE TOP THE
OF RISER. #57 GRAVEL WILL BE CLEANED OR REPLACLO WHEN THE
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o
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
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4.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER.
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5.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
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FALL -WINTER o
PERMANENT GRASSING DETAIL
SEEDING MIXTURE`
SPECIES RATE (lb/acre)TALL FMX (MM OF TWO OR
THREE IMIT"M
( VARIETIES) 2D
RYESEA L
26
SEEDING DATES 17374
Y �_
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AiXIUSi - DECEMBER �
SOIL AMENDMENTS %,,,cf�E(OR��•��'\\
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APPLY LIME ANC FERTILIZER ACCORIW TO SOIL TESTS, OR APPLY 3.000-5,000 Ib/om
1G QUNDD AGRICULTURAL U1w1ESi0NElb/ocre 10-10-10 . AN
(USE THE LOWER RATE ON SANDY SOLS) AND
FERT �� DATE 03-28-01
MULCH DESIGN PGT
APPLY 4,000 b/oar. GRAIN STRAW OR EQUNALM COMER OF ANOTHER SURABLE DRAWN JHD
MULCH. ANCHOR STRAW BY TACIOMG WITH APHALT, ROAK OR NETTING OR BY CRNNP-
ING WITH A MULCH ANCHORING TOOL_ A DISK WITH BLADES SET NEARLY SIRAIdif CAN
BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
FOU LIZE ACCORDING M SOIL TESTS OR APPLY 40 Ib/acre NRROGEN IN JANUARY C 2
OR FEBRI.AARY, 40 b IN SEPTEMOM AND 40 Ito IN NONEYBN:R, FROM A 12-4-8.
16-4-8, OR SIMILAR TURF FERMW. AVOD FERTILIZER APPLICATi0N5 DURING
WARM WEATHER, AS THIS ACRE SES STAND LASSES 70 DISEASE. REM, FERTNI2E. E
AND MULCH DAMAGED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 INCITESAS NEMM. SHEET 2 OF 2
00056
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