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o Wilmington, �f, �'•�_ „ � � s E
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e -. x SHEET C4.0 OVERALL BMP PLAN
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75 SHEET C4.2 BMP#2 PLAN AND DETAILS
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SHEET C4.4 BMP#4 PLAN AND DETAILS
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Debbi Fenn, P.E. i 9 M SHEET C4.6 BMP PLANTING NOTES FEB 8 2008
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, /d% 149 ,ffi 82
919-678-0035
\ - - --• - - ,47 tyy 143 144 141 t0.i tAS
- PRASE IA -- , � 67
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Surveyor: k! 135 ,�
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MurphyGeomatics APPROVED
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NORTH CAROLINA ENVIRONMENTAL
{ 6 42 ,, MANAGEMENT COMMISSION a
N James Lewis, PLS - - -••• W W W W '
DIVISION OF WATER QUALITY a
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00 �E W y W r• • 40 `�
114 Andrew Jackson Highway CHASE III y 661 39
D ��`'c.�- 20 Ufa63 g
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Leland, NC 28451
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67 59 O
„ � \� � �-� scom„Mater
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910-655-4650 W y 3
~ _ W t6 PRELIMINARY PLAT NOTE z
PHASE III WOPEN SPACE -
,6 26 NC CAID fiORTH o
N # �} �a�c Z4 �� THE TITLE OF PRELIMINARY PLAT HAS BEEN A.D�I-D TO THESE PLANS AT THE REQUEST OF THE TOWN OF SHALLOTTE FOR REVIEW 00
A
i �� PURPOSES. THIS DOCUMENT DOES NOT PURPO:�' $
TO BE AN INSTRUMENT OF A PROFESSIONAL LAND SURVEYOR EXEPT AS c
+m, INCLUDED AND NOTED WITHIN. THIS DOCUMENT I:S NOT FOR RECORDATION CONVEYANCE OR SALES OF REAL PROPERTY.
y = SITE MAP 1'=400'-0"
.o
i
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ii° �

• � o � Mo
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EXISTING SURVEY LEGEND: �,ractic��,Sran �, and Specifications eci ca ion � � N o o 4
JUNCTION BOX aTG AERIAL TARGET © CABLE TV BOX
' c� . -;
-- - ----.-.._......-----•----------------------- - -------------------------------------_---------• ------------------------------------_--------.-.---.-------•-------------------------------------------------------- • p Z O, O1
LL� LANDSCAPE LIGHT ANGLE ANGLE IRON ® CATCH BASIN
LP* LIGHT POLE AXLEQ AXLE COO CLEANOUT �n� . U y X
MAILBOX / PAPER BOX BENCH MARK ® CURB INLET Table $.10a Seeding mixture Table 6.11v Seeding1' fixture �
MW-1 MONITOR WELL 0 COMPUTED POINT @ DRAINAGE MANHOLE Temporary Seeding Species Rate (lbfacre) Seeding No. 7CP for: Species Rate (Iblacre) ; .--
grass-lined Channels;
PH PAY PHONE ECM® CONCRETE MONUMENT o Recommendations for Late Rye (grain) 120 j Common Bermudagrass 40 80 (1-2 Ibf1,000 f#'�
❑ DUCT BANK
Pin POWER POLE CONTROLQ CONTROL POINT E Winter and Earl' Spring Annual lespedeza (Kobe in I Coastal Plain, Lower
O LECTRIC MANHOLE Piedmont and Coastal Plain, i Piedmont, and Dry Soils in Seeding dates •
�S SANITARY MANHOLE oH0 DRILL HOLE 0 i.ECTRIC METER Korean In Mountains) 50 I the Central Piedmont
Coastal Plain: Apr. - July CID
GS GEODETIC MONUMENT
SHRUB FO O F°ER OPTIC MARKER
HT 0 HUB AND TACK Omit annual lespedeza when duration of temporary cover is not to Piedmont: Apr. 15 - June 30 •
SIC SIAMESE CONNECTION 100.0'+ FhSHED FLOOR ELEVATION I
SG O SIGN IPF O IRON PIPE FOUND FH FIR HYDRANT extend beyond June. ! Soil amendments
BPS o IRON PIPE SET i Apply lime and fertilizer according to soil tests, or apply 3,000 ibfacre 1 •
0 SIGNAL BOX FP FUE PUMP Seeding dates ( round agricultural limestone and 50C� Ibi,
i Se-1 SOIL BORE IRF Q IRON ROD © cas 4ETER Mountains—Above 2500 feet: Feb. 15 - May 15 ; g 9 acre 10-10-10 fertilizer
NLo NAIL Below 2500 feet. Feb. 1- May 1 Mulch
100.0'+ SPOT ELEVATION GASQ GAS 4LVE Piedmont—Jan. 1 - May 1 i
PK Q PK NAIL i Use a rolled erosion control product to coerthe bottom of channels and 1
SRO SPRINKLER HEAD Q GATE OST Coastal Plain—Dec. 1 - Apr. 15 ditches. The lining should extend above
STORM PIPE ..N
PM® PUNCH MARK the highest calculated depth
© GROUNG ROD Sail amendments i of flow. On channel side slopes above this height and in drainages not I
i o TELEPHONE MANHOLE RBFO REBAR Ce GUY MRI Follow recommendations of soil tests or apply 2,000 lbfacre ground ! requiring temporary linings; apply 4,000 It facre grain straw, and anchor
straw by stapling netting over the top.
nTT TELEPHONE PEDESTAL RSF Q RAILROAD SPiKE 1VO /NDICATO,� VALVE agricultural limestone and 750 ibfacre 10-10-10 fertilizer.
1
SK© STAKE
TF TRANSFORMER SCVQ IRRIGATION CONTROL VALVE Mulch Mulch and anchoring materials mist not be allowed to wash down i
TT TRANSMISSION TOWER O BOLLARD Apply 4,000 lb/acre Straw. Anchor straw by tacking With asphalt, netting, j slopes �.,rhere they can clog drainage devices.
�_ Box cuLVERr or a mulch anchoring tool. A disk with blades set nearly straight can be
0TREE Maintenance
' PROPOSED UTILITIES used as a mulch anchoring tool.
I]
UNDERGROUND BOX A minimum of 3 weeks is required for establishment. Inspect and� ; repair mulch frequently. Refertilize theolfowin Apr. with 5D lb/acre
i
I =
IRRIGATION METER Maintenance
uT O UNDERGROUND TELEPHONE MARKER S' WATER ME ER Refertilize if growth is not fully adequate. Reseed, refertilize and mulch 1 nitrogen. g p
UNKNOWN MANHOLEdamage.
immediate! fdlowin erosion or other
O SANITARY SEWER LATERAL y gI y
----_.....-----------------------------------------------------------------------------------•-------- --------------------------------- ----- S
VEN PIPE refer to Appendix 8.02 for botanical names. ; 28
►� WATER VAL VE
0" WATER MANHOLE
-►F Q WATER METER
BLOWOFF ASSEMBLY WITH VALVE •
- AIR RELEASE VALVE/MANHOLE rQ
wS® WATER SPIGOT �, Q '4 �-� � IZ(l0�
FIRE HYDRANT ASSEMBLY PRELIMINARY NOT
wv Q WATER VALVE REDUCER i RELEASED FOR
wT WATER VAULT TEE Table 6.10c Seeding mixture CONSTRUCTION
WE WELL Temporary Seeding Species Rate (Iblacre) Table 6.11 p Seeding mixture
Recommendations Rdatis for Fall Rye (grain) 120 ! 'g
CROSS ! Seeding No. 1CP for: Well-to Specie!�;' Ibl Rate acre
Ra
WF-1 Q WETLAND FLAG )
L BLIND FLANGE OR TEMPORARY CAPPING
Poorly Drained Soils with Tail fescue 80
YH® YARD HYDRANT Seeding dates � C�ac?C�d Moisture Retention; Pensacola Bahiagrass 50
® YARD INLET RESTRAINED JOINT Mountains--Aug. 15 - Dec. 15
- Coastal Plain and Piedmont—Aug. 15 - Dec. 30 ' Low Maintenance sericea lespedeza 30
BC BACK OF CURB
Kobe Iespeueza 10 Q
•
X x CHAIN LINK FENCE PROPOSED MANHOLE Soil amendments Seeding notes 1
Follow soil tests or apply 2,000 lbfacre ground agricultural limestone j A
— — — — — — CpEEK 1 .PROPOS-D STORMWATER and 1,000 lbfa-.re 10-10-'10 fertilizer. From kept. 1 - Mar. 1 use unscaririea sericea seed.
- cr - EDGE 2. On poorly drained sites; emit sericea and increase Kobe to 30 lb/
OF CONCRETE
-- ® STORMWATER CURB INLET
ED EDGE OF DIRT Mulch acre.
a ri
i J® STORMWATER JUNCTION BOX Apply 4 000 lblacre straw. Anchor strawby tacking with asphalt, netting, ! 3. Where a neat appearance is desired, omit sericea and increase ct �N � O v;
r; EG EDGE OF GRAVEL or a mulch anchoring tool. A disk With blades set nearly straight can be Kobe to 40 lb/acre.
EP EDGE OF PAVEMENT 13A STORM WA TER STRUCTURE NUMBER i 1- -
used as a muf;h anchoring tool. i 0 V N
` Nurse plants
rV Fo FIBER OPTIC LINE � FES-FLARED END SECTION i Maintenance r f� a b z
Be:�rveen A r. 5 anu xuNaar. g. 15 add 10 lb/acre German millet or 15 fib/ W 'L� ' o
GL GAS LINE RIP RAP DISSIPATOR Repair and refertilize damaged areas immediately. Topdress with 50 acre Sucangruss. Pnor to May 1 or after Aug. 15; add 25 lb/acre rye Z :M a
.7' Q ibfacre of nitrogen in March. If it is necessary to extent temporary i (grain) O M a
= GUARD RAIL RIP RAP OISSIPATOR
WITH LEVEL SPREADER cover beyond .June 15, overseed with 50 lb/acre Kobe (Piedmont and � l � � 4--'
c; a rr OVERHEAD ELECTRIC Coastal Plain} or Korean (Mountains) lespedeza n ate February dates PERMANENT DRAl f o � O
1 K M
�
I, N'AGE DITCH ( d i late y or ! Seeding
r} = OVERHEAD TELEPHONE early March. ( N
PROPOSED EROSION CONTROL
PROPERTY / LEASE LINE '. -- -------------------------- ------------------ -------------------------------- - BestPossible---- -- ----------------------------------------------------------------- I
i
PROPERTY LINE (NOT SURVEYED) TEMPORARY SILT BASIN Early spring: Feb. 15 - Mar. 20 Feb. 15 - Apr. 30 °
Practice Standards andaSpeeffications p ! a
RIGHT-OF-WAY
Fall Sept. 1 - Sept. 30 Sept. 1 - Oct. 31
TEMPORARY ROCK PIPE
- — ROAD CENTERLINE INLET SEDIMENT TRAP - - -- - --- - - - - - - - - Soil amendments
Ss SEWER LINE
I lime and fertilizer accordingto soil t 1y 3 000-5,000 lb/
In TEMPORARY INLET PROTECTION Apply tests, or apply ,
Table 6.10b Seeding mixture acre ground agricultural limestone (use the lower rate o
SHRUB LINE TEMPORARY CHECK DAM In sandy soils) $
TEMPORARY SILT FENCE Temporary Seeding Species Rate (lb/acre) and 1 000 lb/acre 10-10-10 fertilizer
TREE LINE Recommendations for German millet 40
uE UNDERGROUND ELECTRIC TD TEMPORARY SILT DITCH
Mulch I
' --�---- TD - TEMPORARY DIVERSION Summer
Apply 4,000 lb/acre grain straw or equ valent Cover of another suitable
UT UNDERGROUND TELEPHONE
In the Piedmont and Mountains, asmall-stemmed 5udangrass may be I mulch. Anchor straw by tacking With asphalt, netting, roving, or xREVISIONS9
i , ,
g. y I o
TFF TREE PROTECTION FENCE Substituted at a rate of 50 lbfacre.
uG ( Crimpirg With a mulch anchoring tool. A disk with blades set nearly o
UNKNOWN UNDERGROUND UTILITY
wL WATER LINE w CLEARING LIMITS I
Seeding dates straight can be used as a mulch anchoring tool.
o WIRE FENCE Mountains—May 15 - Aug. 15 Maintenance °
WHEELCHAIR RAMP i
o 0 WOOD FENCE Piedmont--PAay 1 - Aug. 15 i I
If V rovvth is less than fully adequate, r refertilize in the second year; i o
r^ Coastal Plain—Apr, 15 - Aug. 15 according to soi� tests or to dress with .500 lb/acre 10-10-10 fertilizer.
r g p r ,
G i
Soil amendments Main as needea wher, sericea is omitted from the mixture. Reseed, �
Follow recciimendations of soil tests or apply 2,000 lb/acre ground fertilize, and much damaged areas immediately.
agricultural limestone and 750 lbfacre 10-10-10 fertilizer. j
PROJECT#:074082 DATE:1/17/08
iW Mulch 'Refer to Aperojx 8 ^2for botanica! arcs. DRAR'NBY:JE cl�cxEDSY:DF
Apply 4;C703 lbfacre straw. Anchor str aw by tacking with asphalt; netting; i TIn.E
or a mulch anchoring tool. A disk with blades set nearly straight can be � � LEGEND
used as a mulch anchoring tool. ' �
AND SEEDING
Maintenance j
SCHEDULES
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch �
SHEET
immediately following erosion or other damage.
..--- -
O •

\� PIN, 1830010302 PARCE�„�ATA: �? N
bulse H. ��? �� \\ PIN, 1830010463 Owner, Cochran, Christopher & _ W '� U aW 0o
I AC t+ \ Owner .TuMbee Elise Deed Acres 1.16 ACC • p
\ PP�CE_L PIN NO, OWNER
.._! �, PIN, 1830010307 DEED AC. D�PG ZONING
\ •-- -- Deed Acres, 2,33 AC DB/PG, 1967/0 7 p
DB/PGA 2190/0837 PIN, 1830010401 Owner, Taylor, Charles A ETUX Melinda `' 1 1830010502 BRUNSWICK TIMBER LLC. 19.14 1674/1326 CO-RU ,-+ ,-a cat
Owner, Eichorn, Debra Zoning, va '
Zoning, CO-RU U ob ome Deed Acres, 0.95 AC 2 1$30010501 SNUG HARBOR DEVELOPMENT, LLC 160.80 5222/1326 CO-RU a> v
Deed Acres, 5,00 AC or; DB/PG, 1456/1025 � U :L
� Use, Mobile Home DB/PG, 1659/0597 '^ •
\ w 3`� � Zoning, CD-RU Zoning, CO-RU NOTE: PHASE II CONSISTS OF A PART OF PARCEL #2 NOT THE WHOLE 160.80 AC. /'`� - F+i Use, Vacant Use, V 1 • 3
PIN, 1830010308 .", GENERAL NOTES:
_ _ -- - � Owner, Coastal >�o�ni Hunters
— _ — IN 1. EXISTING CONTOURS SHOWN ARE BY GIS INFORMATION BY NCDOT. STREET AND BMP AREAS ARE BY
need Acres, 1.34 Aq FIELD TOPO.
DB/PG, 1444/0846 2. FEMA MAP # 3720200800J EFFECTIVE DATE JUNE 2, 2006, rT,
12 39 �� I I �43� � Zoning, CO-RU 3. NO FLOOD PLAIN ON SITE
� L•�•�� 0r,l„ I Use, PIN, 1830010301 4. APPROXIMATE SOIL BOUNDARIES BY GIS INFORMATION BY USDA NATURAL RESOURCES CONSERVATION
Owner, Gore, Dorothy M SERVICE.
Y
C`1ID31 L===J I L J Deed Acres, 3.60 AC +
r-I DB/PG 1653/0780 • •
L-�7J L5J j Zoning, CO-RU SOILS DATA:
x \ / \ 101 22�^ 20/ 19 7/_ r < Use,
7 i 1 HAS �.'^ \ 23 `' / ,/ 1� I-''\ 141 f 1- -i •
� / � � 00 \ �a,,,, >n V< / 18 � � 17 16 I 15 \�" �6J I II L J � Bab - BAYMEADE FINE SAND, 1 TO 6 PERCENT SLOPES
>.�j� „jL = L Lo - LEON FINE SAND, 0 TO 2 PERCENT SLOPES
r35 (a7� , �a�� Ly - LYNCHBURG FINE SANDY LOAM •
l_
7 7 L� -I / Ra - RAINS FINE SANDY LOAMCID
k �+ 12E 84 97 .•/,\ 28 1 29 1 30 31 32 33 r48� °'49 F NOTE: SOILS INFORMATION OBTAINED FROM BRUNSWICK COUNTY GIS
OPEN \ \ �� / �. „ <�. >/� L U L J L L I w I t
-SPACE - - \( i,\ \ \ \ /� \j< .>� �/ 39 �/�96 �^ 27
3:89 AC \�% \\�\ \� `/� 82 \�
'i
91
wvr
•
108 7 �� \ / 0,89.AC 63 rs2� rs1 so f 5�� �5 r57 r vo°. ,%;,,n► r`
-1487
3 � 1�
. OPEN .� /� \ �� / // �� # rt
119� 15 f L L_,� / Ra
SPACE 78� A / 65 .M"nwoo
CJ /`� A.02 AC. . . . <6 �
J h1kJ11 105 104 03' a / / Fl.'"�Er 77 �\�
13 ,
a"AC woo
121 — 67
A
ao
f124 —
C125 133r----
3'�v 126��;,.�..� �.'.""` _OPENS (.-''"=J L. � t♦� �. _ � 73\ �� / ,� � �r� � t f i �-•• �r_--..._ ...__
t% SPAC A, m. / \ s
� —
n � L �/ �- .,- � � � �__..,, -�PIN, 183001050�„ �, C,Q
^�47 �^ ` 317 �b �� r _�a.N.y.a �� / / { ` S t ❑wner, Brunswlc'< fImber LLC,
148�:..�145� �128/ �� l''� �. p 7_2f� e t � 1 Deed ;Acres 19.14
l 7 DB/P6, 1674/132E
1� 144 s- //1�7 - t -� r , _ Zoning, CO-RU 8
2*
go —4
IV-
Kr
142it x� 1 YG I N � 0
I 1 �140�139 `
0/�
n ,
53 �� ,.. `� ��F--_�r ; ' - PRELIMINARY NOT
�''�/� 0.58 AC i 1 7 � t r r
RELEASED FOR
155 .. - � CONSTRUCTION
• . swr+. .rat
I 5 ` /� T /� ➢>{ �:Part of Tract 2 '
V PHASE ld-i i � �C� < 1 r t r PIN, 1830010501
LLB,
66� 15 �r� Owner, SNUG HARBOR DEVELOPMENT, .
�, ti j 0._ __ a Deed. Acres, 160.80 AC
16 sa.ec d `��� t �� �� ', DB/PGi�5222/1326 t
�58� ZoningiI CO-RU '
r Use, Vacant `
�59
69 u y i f J i i t s
N . . ti /t i RAP 'f ,� f • !�"�
60 � '
`�
( I w
PHA E I 1l
-71
184 ��; 33 j//\ �kUbS - YVETINDS L 5t d f d di A °
185� \ �/338 �k72 344 sqq. ft. 147,602 sq. ft. `i r/ $ f f l 3 PIN; 18300085
1p•844-AC 3.388 AC #�f f I / Owner, Robinson, Harold C Etuic Selene R f y
x: + Deed Acres, 40,86 AC U `*
I c�I-Dt_ i i _ v g � �� j' #i DB/PG, 1386/0760 it'"� `A
_I 1 I ( "� Zoning, CO-RU I `� , , ro Z
I- � I
�- I0 ,341113421 ,343 34� ,34
1318-' I ( I j I I (l -, .�5�`346/ 7 x V,/ C3 s~
1319
r I—I I I I I
\/ PIN, 183C'0105
701 371 72 373 374 375 f� �� � �- -'�'
it `-- ! P- I—I —I I—I I—I I �/376 =Owner S P Forest LLC o N
r—,
321, 'I _ _ _ N�\ d Deed Acres, 4,20 AC
_ _ _
= I I I I 1 365 /�\ \377\ IDB/PG1 145'8/1029
V, ✓/ Zoning, CC-RU
322 I 69 36a� 36 36� 364
I II_Ii_IIi \ y1
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F
n 1323� __ i 37 '1 III v v -
I 1324 r
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PROJECT#:07-4082 DATE: 1/17/08
411
V�
c� NC GRID NORTH
tz�
(NAD 83) DRAWN BY:JE CHECKED BY:DF
TTILE
EXISTING
CONDITIONS
GRAPHIC SCALE PLA
N
0 100 200 400 a
— SHEET
c> x
n>
( IN FEETCOo2
1 inch = 200 ft.

� MONO
- � GENERAL NOTES: � • � O
c� O
1. WATER AND SEWER TO BE DESIGNED TO BRUNSWICK COUNTY STANDARDS. ,4 N 0o 00
2. ALL UTILITIES, BOTH PUBLIC AND PRIVATE, THAT SERVE THE PROJECT TO BE LOCATED UNDERGROUND. / - a rj U
3. SANITARY SEWER MAINS ARE COMBINATION OF GRAVITY AND FORCED MAINS. F--I Z
A 4. WATER MAINS TO BE DIP UNLESS OTHERWISE NOTED. .-i
5. WHEN PVC MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10 INSULATED COPPER WIRE • v
= INSTALLED THE ENTIRE LENGTH AND STRAPPED TO THE PIPES WITH DUCT TAPE. THE INSULATED WIRE IS TO BE U a
/ \ J " ✓ ACCESSIBLE IN ALL VALVE AND METER BOXES FOR FUTURE LOCATION OF FACILITIES. T/�1 • o [--� w
6. ALL CONSTRUCTION TO CONFORM TO THE CURRENT EDITION, AT TIME OF ISSUE, OF THE TOWN OF SHALLOTTE,
BRUNSWICK COUNTY NCDENR AND NCDOT STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE NOTED ON THESE PLANS.
10
7. STATE WATER AND/OR SEWER PERMITS ARE REQUIRED.
�'' 4 ` .. - 40 4� 8. THE ON-SITE WATER SYSTEM IS TO BE PUBLIC.
9. THE ON-SITE SEWER SYSTEM IS TO BE PUBLIC.
1 / ` /fi >' a 8 11� 10. BOUNDARY INFORMATION OBTAINED FROM A PLAT ENTITLED BOUNDARY SURVEY FOR CUMBEE PARTNERS, LLC" BY MURPHY
�` `� u 12 39 t43GEOMATICS AND RECORDED AT BRUNSWICK COUNTY REGISTER OF DEEDS IN CABNEf 36, PAGES 286-288 ON 12-7-2006.
J. '/ �~ �, I ^--� 1 ! 11. TOPOGRAPHIC INFORMATION (1' CONTOURS) PROVIDED FROM FIELD SURVEY INFORMATION BY MURPHY GEOMATICS.
.13 12. ADDITIONAL TOPOGRAPHIC INFORMATION 2' CONTOURS OUTSIDE OF SURVEY AREA FROM INFORMATION PROVIDED BY NCDOT •
GEOGRAPHIC INFORMATION SERVICES AND GENERATED FROM LIGHT DETECTION AND RADAR (LIDAR) DATA OBTAINED FROM THE
�" 21 0 -- -'`b.- 3� '�\ NORTH CAROLINA FLOOD MAPPING PROGRAM IN MARCH 2006.
22
�'i 10', 19 14 i'' \ 13. EXISTING SANITARY SEWER FORCE MAIN DESIGN INFORMATION SUPPLIED BY BOWMAN DESIGN AND ENGINEERING SERVICES, •
23 36 46 PA. AS-BUILT INFORMATION ON EXISTING FORCE MAIN WAS NOT AVAILABLE AT THE TIME OF ISSUE OF THESE PLANS.
(' f \ s: \
� CONTRACTOR SHALL VERIFY EXISTING FORCE MAIN INFORMATION SHOWN AND INFORM DEVELOPER AND ENGINEER OF ANY •
I Ij ` j s6 t l
_ �, �; �;�^. �,\ �j , f•` � ) _ � \ 35 �i 4� � � %_-. \ l ,� �" ADJUSTMENTS OR CHANGES THAT SHOULD BE MADE TO EXISTING INFORMATION SHOWN HEREIN.
• . • • • _ . _ ,�y,�� ` \. \ 87 \1 w "' r-__- \ 14. EXISTING WATERLINE INFORMATION SUPPLIED BY BOWMAN DESIGN AND ENGINEERING SERVICES, PA. CONTRACTOR SHALL
- - � \`\�/�/ � � � 29 3b �1 ;32 �� � ��� �F� -�^"'Ate „
VERIFY EXISTING WATERLINE INFORMATION SHOWN AND INFORM DEVELOPER AND ENGINEER OF ANY ADJUSTMENTS OR -
`` v \ 97 `- 48 CHANGES THAT SHOULD BE MADE TO EXISTING INFORMATION SHOWN HEREIN.
1 .•J f OPEN. . . .RE`" r ry, vti / / u \ �� �, X .
. . PACE . . � i, '� /f i g3 1,\ 89 96 \ 27 I �°�°° = 50 I 15. ALL STREETS ARE TO BE DESIGNED AS PRIVATE, PHASE II IS TO BE A GATED COMMUNITY.
• 1$< ��� •AC-e l �.y:�` /�, � � � v \\ � 9{3 \.°4 � �`" "i- -_ �®K>�,."�` 11
I fj P '',/` .,`0,`'r✓ ��/1/�.� ,Cow / � 32 -\\ 5.j \ ���- ..�:--._. __� �� ...
91 H
, j \\ ` TOWN OF SHALLOTTE GENERAL NOTES:
} r 1013 ` `\�//1 e.gs.A� �a 9a 1 3
J 107 xs \� t` / \
/// • - - - • 7� �\ 2 /,/� I �i r r 1. PIPE SHALL BE LAID IN ACCORDANCE WITH MANUFACTURE RECOMENDATIONS AND THE PROJECT DRAWINGS AND TECHNICAL
y / \ P I SPECIFICATIONS. SHOULD A DISCREPANCY EXIST BETWEEN THE MANUFACTURE RECOMMENDATIONS AND THE PROJECT DRAWINGS
- - - -O IEN _ . . \ / / 1
- - . . SPACE . . . . 78 ��\ �,i`�/ 65 / �\` 76 I 75 �^ I 2. TRENCHAND ASHALLCBECDUGNWHILEELAYING PIPE MORE NANDTEN SUIPL PLUGGED WHEN LAYING REMENTS SHALL CONTROL.
DISCONTINUED. ANY A
�� • . . A,02AC. . r./ / \ J / f WATER FROM THE
1 tz 11 I \ / �„2 � 66, EXCAVATION SHALL BE DISPOSED OF IN SUCH A MANNER THAT THE NATURAL DRAINAGE OF THE AREA SHALL NOT BE
114 }• e 104 10 / �' 67 / - - I BM #4 74 DISTURBED.
120 E .>.,s � .¢. � 77 � � .. I REED.
A.,. -
...- _ - 3
I s � . �- ! _---_� I i I TRENCH BACKFILL IS TO BE FREE OF STONES AND ANY FOREIGN MATERIAL, AND SHALL BE PLACED IN SIX (6) INCH LAYERS1 `'. _ Q COMPACTED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS.
4. DETECTABLE TERRA TAPE IS TO BE INSTALLED APPROXIMATELY ONE (1) FOOT BELOW FINISHED GRADE AND DIRECTLY OVER
73
ALL PIPES.
124 ), / .�1 ?4 /� / \ 78
1 1 P33 134 j °, `36 /rr ( l� 9�7 L -1 I 5. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TO DIGGING, WHEATHER OR NOT THEY
\ 126 LPN ; ;� ,f # I 73 ,. >�., ->--�� f - R„ r- - ' ARE SHOWN ON THE PLANS. UNDERGROUND UTILITY LOCATIONS, IF SHOWN ON THE PLANS, ARE BASED UPON THE BEST
sPAL; ` i' ' 73 K � SD' �F 72 AVALIBLE INFORMATION AND SHOULD BE CONSIDERED ONLY AS APPROXIMATE.
X0 146 T I ce.., 12 i' t'6 132 ' /"/ / >�� 79
/ 47 / t<� , / j �D. � -J I 6. WATERLINES SHALL BE INSTALLED AT LOCATIONS AS SHOWN ON THE PROJECT DRAWINGS UNLESS OTHERWISE APPROVED BY
�I -I I- THE TOWN AND THE ENGINEER IN ADVANCE OF THE INSTALATION.
f 7. THE MINIMUM DEPTH OF BURY SHALL BE THREE 3 FEET FROM THE TOP OF PIPE UNLESS OTHERWISE NOTED ON THE
�124 123 122 �121 1120 r �� - 71 PLANS. ( )
143 14> / 72 �9 , 119
12� - 1 �,' - -• '� _ � /j- - - - - - - _.._. / �'� � 125 J L L J _J h1s � I So i
126 �- L I 1 I 8. ALL FITTINGS INCLUDING REDUCERS SHALL BE BLOCKED AS SPECIFYED AND AS SHOWN ON THE DETAILS AND WITHIN THE ,®
3 1` 7 7 < 127 ,� `J /117 L r'" I PROJECT TECHNICAL SPECIFICATIONS.
70 9. ABSOULTLEY NO WORK SHALL BE PERFORMED ON PRIVATE PROPERTY BEYOND A
ANY AREA WHICH EASEMENTS ARE TO BE
81 � L
I PROVIDED BY THE OWNER AND DEDICATED TO THE TOWN OF SHALLOTTE. r ttt ttt
\129 ` / I 10. CONCRETE THRUST BLOCKING SHALL NOT OBSTRUCT WEEP HOLES ON ANY FIRE HYDRANT ASSEMBLY, STEEL CASING PIPE SEAL
"` r _I C- r \ k OR BOLTS ON ANY FITTINGS. 024627
_ 941 14t3 _ 150 , OPEN SPACE \130 � ��' l r � �/ ti
AC. l 1 �111 ( 11 1113 4 r 69 I 11. WATER IN EXCESS OF THAT REQUIRED TO PRESSURE TEST, FLUSH, CHLORINATE AND REFLUSH MORE THAN ALLOWED BY THE
52 ,,. \ 39.08 \ 131 l `109 �1 0 ' J11 /115�� / I TECHNICAL SPECIFICATIONS SHALL BE PAID FOR BY THE CONTRCTOR. EXCESS QUANTITIES SHALL BE ESTIMATED BY THE ,N ®®�
163 . . . . . '/� ''s 10 �108 L J L r 16 �� �� / ENGINEER. ®� $
gy
/ / C L J / 12. THE WORK SHALL BE ARRANGED IN A MANER THAT WILL CAUSE A MINIMUM OF DISTURBANCE TO VEHICULAR AND d®®6 � ®®®�
149 % RECREATION AREA'✓' ` i ; /� \ 132 �`\106 �� /; J 82 68
2.09 AC. ./ ;%//,//, / \ 105 I PEDESTRIAN TRAFFIC. ADEQUATE INGRESS AND EGRESS TO BOTH PRIVATE AND PUBLIC PROPERTY SHALL BE PROVIDED BY PREIINAR NOT
THE CONTRACTOR DURING ALL STAGES OF CONSTRUCTION. WITHOUT WRITTEN APPROVAL FROM THE TOWN OR UTILITY RELEASED FOR
\ t \\/ \� \ 67 /V a COMPANY, EXISTING SERVICES SHALL NOT BE INTERUPTED BY CONSTRUCTION WORK. ANY PAVED AREAS UTILIZING OPEN-CUT
\34 103 ;; �/ BMP #2 /// C ^` / ���' I AND PATCH SHALL BE REPAIRED THE SAME DAY AS CONSTRUCTION OCCURS. ABSODUTLEY NO OPEN TRENCHES SHALL BE LEFT CONSTRUCTION
\�\ - - - - • �� ;g 147 � 144� 1431 1421 141 1 140 �� / � / \ ;;� OVER NIGHT.
_ . . . . . TST#1 a� 145 I I 139' 138 135 \ 102 `v �' / �C \ < 66 ,v I 13. THE DEVELOPERS CONTRACTOR SHALL INSTALL A WATER SERVICE ASSEMBLY TO EACH LOT AS SHOWN ON THE DETAILS. THE
J J / L \ /. 86 / TOWN SHALL PROVIDE THE WATER SERVICE METER.
157 - 3 J J HASE 11
137 /
146 , -I �/ % \ 101 \/ f f � \ /dD I 14. THE CONTRACTOR SHALL CONTACT THE TOWN OF SHALLOTTE UTILITIES DEPARTMENT (910-754-4032) AND THE ENGINEER
136 (910-754-8029) A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO BEGINING CONSTRUCTION. CONNECTION TO THE EXISTING
_ _ w 4 % ` 100 �, N \ 88 %� \ / I TOWN WATERLINE SHALL BE PERFORMED BY THE CONTRACTOR UNDER THE SUPERVISION OF THE TOWN OF SHALLOTTE
` ie� 3.23 AC. / f'; �� UTILITIES DEPARTMENT AND THE ENGINEERS REPRESENTATIVE.
s i 169 / • _ 5 by �/ ,J ,� s `f �f <�� 89\ ',� / \ / I 15. THE CONTRACTOR SHALL KEEP THE ENGINEER INFORMED RELATIVE TO THE PROGRESS OF THE CONSTRUCTION. THE
r • - • • -� 42 43 ` 45 1 1146 I 47 / `J " \ �98 ' �\ 90\ > 63 \i/ 's'y" N SPACE I ENGINEER SHALL OBSERVE CONSTRUCTION ACTIVITES AS REQUIRED BY NORTH CAROLINA GENERAL STATUTES 130A-317.
` 1, 48 39.08 AC. FAILURE OF THE CONTRACTOR TO KEEP THE ENGINEER INFORMED MAY REQUIRE UNCOVERING OF WORK TO VERIFY/ � I� _ w w w w 6 , O 160 / �� �� r 91� >� / I COMPLIANCE WITH PLANS AND SPECIFICATIONS. ANY COSTS ASSOCIATED WITH UNCOVERING WORK WORK AND/OR VERIFYING
41 50 96 / 95 94 93 ' 92\ �/ 4� - - - - - - COMPLIANCE SHALL BE BORNE BY THE CONTRACTOR. / -
7 > J ''� I , 16. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 150 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND a ��
/ - - - - ---
/ f 11
40, 52/' J` �L � L J�" STRUCTURES.
8 \� BMP #1 �`�✓ 53 m. \ I V
, a cz
y / 39 �� �- 62 0
/ 4-j
w w WETL\ANDSw T1I.� ` 61 I .
�'I..ANS 55
w 14'X= sq. ft. w� - PHASE II P - / 60
338 w 472,3 "f�. \/ Ta 56 '
j4C w w 3.3$ AC w 10 37 / S _ �� J I 57 I 58 59 r �1 C/J
o w w /
77
33 w w w 11 36 , -,f \\
w w w w w
' 1 J
L
29 28 I� 4�' ��---I
�V 1
� �b>
35 -1 -1 V
2 34 30
34C) 341 342 343 344 345 33 I 3231BMP Z31S 346 TST#3 #
347 13 _j
27;__ - _ _ _ w oh`Vo 41
32E1 w w 16/ 26
�? 33 374 375 �
- 3r� :371 7-
OPEN SPACE A J/ 18 / � � � � , /
ti 376 w w �11� ` 19 24 25 \ 1
321 1? 39.08 AC. \ J J I 20 I 21 22 23 )� z a O 4)
322 i 366 3666 377 ; ' w w w pD,, _I L J TST#2
_ >
1 '364 w - - - - - - - - -- - - - - - - - - - - r-- -- PD-> -- - - - -J U1
's
,t
323
324 I
1 {, ;�6i3 3a 6D 361 362 3!9
4)
_) SITE DATA: DENSITY: PREVIOUSLY APPROVED
c LOCATION: TOWN OF SHALLOTTE ..
GROSS: (ALL R-10 ZONED PHASES)
BRUNSWICK COUNTY, NC
10, 000 SF/LOT (4.35 UNITS/ACRE) l
ZONE: R-10; PRD OVERLAY 331.04 AC. = 1,442 UNITS PERMITTED
ACRAGE: GROSS= 441.30 AC. 1 .
NET DENSITY (ALL R-10 ZONED PHASES):
GROSS IN R-10 ZONE= 331.04 AC.
331.04 TOTAL ACRES
PHASE II= 88.26 AC 114.48 APPROXIMATE WETLAND ACREAGE
PARCEL NUMBERS.-(PHASE II) 43.00 ACRES APPROXIMATE RIGHT OF WAY ACREAGE
2 MODIFIED VALLEY
173.56 ACRES= 756 UNITS PERMITTED
2. 1830010501, DB/PG 1674/1326, 160.80 AC (69.12AC IN PHASE 11) PHASE III: (PREVIOUSLY SUBMITTED) AND
5. 1830010502, DB/PG 1674/1326, 19.14 AC B A I � D GUTTER �
UNITS=243 `�- � \ REVISIONS
PHASE II:
N.T.S. o
<' LOT REQUIREMENTS/ BUILDING SETBACKS: (R-10; PRD OVERLAY) UNITS= 150 60' PUBLIC R-0-W o
MIN. LOT FRONTAGE= 60 FEET
MIN. FRONT YARD SETBACK= 20 FEET OPEN SPACE:(ALL R-10 ZONED PHASES) 16' 28' BACK TO BACK STREET WIDTH 16' o
.' MIN. SIDE YARD SETBACK= 8 FEET 15% OF GROSS ACREAGE(331.04) = 49.65 ACRES
MIN. REAR YARD SETBACK= 20 FEET n
� 25% OF OPEN SPACE FOR RECREATIONAL SPACE= 12.41 ACRES 24"MODIFIED t �
PHASE 1: (PREVIOUSLY APPROVED) VALLEY
c CUL-DE-SAC LOTS: GUTTER
OPEN SPACE= 12' 2% SLOPE 1-1/2 I-2 INITIALLY WI H
MIN. LOT FRONTAGE= 40 FEET AT R/W RECREATIONAL SPACE= A 1" DELAYED OVERLAY O
5' SIDEWALK 4% SLOPE 8" ABC STONE BASE U�
MAXIMUM BUILDING HEIGHT= 40 FEET PHASE III: (PREVIOUSLY SUBMITTED) S.� 2% SLOPE 4% SLOPE 5' SIDEWALK G S
OPEN SPACE=. 2% SLOPE
RECREATIONAL SPACE=? S�0 6"
PHASE II: F\\-�
OPEN SPACE= 39.08 AC. COMPACTED SUBGRADE-
RECREATIONAL SPACE= 5.59 AC. 95% STANDARD PROCTOR p
PROJECT#:074082 DATE:1/17/08
N NOTE: IF A SIDEWALK IS REQUIRED OR DESIRED, THE NC GRID NORTH
S' LOCATION MAY VARY. ADDITIONAL EASEMENT WIDTH (NAD 83) DRAWN BY:JE CHECKED BY:DF
MAY BE REQUIRED. SEE SIDEWALK ORDINANCE.
y TIME
RESIDENTIAL LOCAL STREET OVERALL
SITE
t: WITH CURB ( 60 ) R - 0 - W GRAPHIC SCALE LAYOUT
0 100 200 400
e N.T.S. SHEET
.f,
( IN FEET )
1 ,00
1 inch = 200 ft.

ti
0.
TRUCTURE TABLE, � I ; , i � ,-� ir'� 00 N O
Line ID Line Size LineType LineLength Invert Elev. Invert Elev. LineSlope INLET ID Inv Elev Inv Elev Inv Elev Inv Elev Rim Elev. x
_ , _ ., ......._............... �y \1
\ BMP1 (in) (ft) Down(ft) Up(ft) (%) Out(ft) In(ft) FROM In(ft) FROM In(ft) FROM (ft)(Top) '� U � r
FES#1-YI#2 42 RCP 73.79 38.12 38.42 0.41 FES#1 38.12 YI#2 FES Z �y
~ � ( YI#2-YI#3 42 RCP 127.59 38.521 39.03 0.40 YI#2 38.42 38.52 YI#3 47.00 DI/NCDOT 840.14 O "
YI#3-CB#4 42 RCP 175.54 39.13 39.83 0.40 Yt#3 39.03 39.13 CB#4 46.40 DI/NCDOT 840.14 • g`"j 01�
CB#4-CB#5 421 RCP 29.00 39.93 40.05 0.41 CB#4 39.83 39.93 CB#5 46.42 Cl/NCDOT 840.02 U •: U
�, �� •,,:;• :., v: �1�1 CB#5-CB#6 30 RCP 74.77 41.05 41.62 0.76 CB#5 40.05 41.05 CB#6 41.05 CB#14 46.43 Cl/NCDOT 840.02 «t
O H w
CB#6-CB#7 15 RCP 38.89 42.87 43.18 0.80 CB#6 41.62 42.87 CB#7 42.12 CB#8 46.72 Cl/NCDOT 840.02
CB#6-CB#8 24 RCP 1 46.85 Cl/NCDOT 840.02
40 42
AREA ' CB#8-CB#9 15 RCP 29.93 43,44 43.59 0.50 CB#8 42.59 43.44 CB#9 42.69 CB#10 47.30 Cl/NCDOT 840.02 i
2 .=- - 8 10 11 12 h; N 9 I 43 CB#8-CB#10 24 RCP 117.50 42.69 43.41 0.61 CB#9 43.59 47.26 Cl/NCDOT 846.02
! �,. I CB#10-CB#11 15 RCP 50.05 44.16 44.41 0.50 CB#10 43.41 44.16 CB#11 43.91 CB#12 47.87 Cl/NCDOT 840.02
CB#10-CB#12 18 RCP 116.64 43.91 44.39 0.41 CB#11 44.41 48.08 Cl/NCDOT 840.02
-77
\ �. >' i °'� / \� / s' ��• I 1 CB412-CB1;13 15 RCP 44.93 44.64 44.87 0.51 CB#12 44.39 44.64 CB#13 48.45 Cl/NCDOT 840.02
�, ✓ ' �\ � 1 / [ CB#5-CB#14 30 RCP 101.50 41.05 41.46 0.40 CB#13 44.87 48.54 Cl/NCDOT 840.02
�v y � _,.,� _, j 45 I
/ 220 � -�\ CB#14-CB#15 15 RCP 30.13 42.83 43.15 1.06 CB#14 41.46 42.83 CB#15 41.58 CB#16 46.86 Cl/NCDOT 840.02
Yi �' _ \' yu 23 19 14 ! i' \ CB#14-CB#16 30 RCP 117.36 41.58 42.05 0.40 CB#15 43.15 46.82 Cl/NCDOT 840.02
gg. CB#16-CB#17 15 RCP 35.32 43.40 43.66 0.74 CB#16 42.05 43.40 CB#17 42.15 CB#18 47.43 Cl/NCDOT 840.02
Z5 14 I q / s \` CB#16 CB#18 30 RCP 117.34 42.15 42.62 0.40 CB#17 43.66 47.33 Cl/NCDOT 840.02
p �_ \' CB#18-CB#19 15 RCP 30.00 43.87 44.38 1.70 CB#18 42.62 43.87 CB#19 43.12 CB#20 48.01 Cl/NCDOT 840.02
I
r `� ram• ,' 7 26 (` � � 1 CB#18-CB#20 24 RCP 117.87 43.12 43.59 0.40 CB#19 44.38 48.05 Cl/NCDOT 840.02
R EATION �f s�x ' ` r 31 31 �P -�i��-f / I CB#20-CB#21 15 RCP 39.25 44.58 44.78 0.51 CB#20 43.59 44.58 CB#21 43.83 CB#22 48.59 Cl/NCDOT 840.02
d 4. \ 8 38 97 2b 34 4 " i 49
r '� r
.. 27
��Ei1�A�. \ � �0 � CB#20-CB#22 24 RCP 116.55 43.83 44.63 0.69 CB#21 44.78 48.45 Cl/NCDOT 840.02 �
/ \`� 51
52 I CB#22-CB#23 15 RCP 37.15 45.38 45.60 0.59 CB#22 44.63 45.38 CB#23 45.13 CB#24 49.16 Cl/NCDOT 840.02
<I � 1\ - F I CB#22-CB#24 18 RCP 126.48 45.13 45.64 0.40 CB#23 45.60 49.27 Cl/NCDOT 840.02
R '.u .:ATit"? � �1 \\\ - -- - �F �w TS
RCP 69.62 45.74 46.02 0.40 CB#24 45.64 45.74 CB#25 49.78 Cl/NCDOT 840.02 -
'c " s \\ /•� J•£39_A _ _ 8 93 -- 63 62 B1 5 57 56 I CB#25-CB#26 18 RCP 80.37 46.12 46.44 0,40 CB#25 46.02 46.12 CB#26 50.13 CIINCDOT 840.02 �I
CB#26-CB#27 15 RCP 29.00 46.69 46.84 0.52 CB#26 46.44 46.69 CB#27 50.53 Cl/NCDOT 840.02
79 \\ 92 i I BMP1 CB#27 46.84
50.51 Cl/NCDOT 840.02
76 75 I FES#28-YI#29 42 RCP 49.70 37.83 38.03 0.40 FES#28 37.83 YI#29 FES
6_5 - ( ,- J,! YI#29-YI#30 42 RCP 138.00 38.08 38.63 0.40 YI#29 38.03 38.08 YI#30 47.00 DI/NCDOT 840.14
,y �^.� a -J YI#30-CB#31 42 RCP 75.56 3$.88 39.58 0.40 YI#30 38.63 38.88 CB#31 46.40 DI/NCDOT 840.14
104 it / V s -'° 67 - _-.__""...." - -...- _..-I- I - _-- _--_ _ 4 ,, 77 74 � I CB#31-CB#32 42 RCP 128.98 39.63 39.75 0.41 CB#31 39.58 39.63 CB#32 46.43 Cl/NCDOT 840.02
"' - "' - - C I CB#32-CB#33 30 RCP 87.31 40.99 41.49 0.57 CB#32 39.75 40.99 CB#33 40.99 CB#41 40.99 YI#49 46.43 Cl/NCDOT 840.02
P
_ __
_ '� `~ 1 `(l I CB#33-CB#34 15 RCP 34.22 42.84 43.22 1.11 CB#33 41.49 42.84 CB#34 41,59 CB#35 46.80 Cl/NCDOT 840.02
"" CB#33-CB#35 30 RCP 136.45 41.59 42.14 0.40 CB#34 43.22
' N ; « �,'. ` ,�".�"" 't - - .� 73 46.89 Cl/NCDOT 840.02
43 ° _ 70 % i' :r' �� �-7 7g ,I CB#35 CB#36 15 RCP 38.15 43,49 43.68 0.50 CB#35 42.14 43.49 CB#36 42.74 CB#37 47.48 Cl/NCDOT 840.02
jnaawlalr14 ) ! i 35 �\ �/ r1 / - - -- -_ P� I CB#35-CB#37 24 RCP 136.31 42.74 43.66 0.67 CB#36 43.681 1 47.35 CIINCDOT 840.02
j
PD -� I CB#37-CB#38 15 RCP 37.92 44.41 44.60 0.50 CB#37 43.66 44.41 CB#38 44.16 C13#39 48.15 Cl/NCDOT 840.02
132 /€,r` ;t i �✓ / //P�- 79 72 j I CB#37-CB#39 18 RCP 137.15 44.16 44.72 0.41 C13#38 44.60 48.27 CYNCDOT 840.02
t _ / 1 CB#39-CB#40 15 RCP 29.08 45.00 45.15 0.52 C13#39 44.72 45.00 CB#40 48.83 Cl/NCDOT 840.02
136 i t I CB#32-CB#41 30 RCP 76.98 40.99 41.30 0.40 CB#40 45.15
RC'RIEe\"rI�I"� � - - � � �/ 121 71 I 48.82 Cl/NCDOT 840.02
r v ! ,� � 123 122 120
-AREA �� 25 124 119 CB#41-CB#42 15 RCP 41.63 42.55 42.97 1.01 CB#41 41.30 42.55 CB#42 41.80 CB#43 46.75 Cl/NCDOT 840.02
I 1 ,7 07 AC' r _ . . 9 118 °� 80 CB#41-CB#43 24 RCP 139.01 41.80 42.36 0.40 CB#42 42.97
i � l f/ Q 127 126 � _ 117 I CB#43 CB#44 15 RCP 41.64 43.21 43.63 1.01 CB#43 42.36 43.211CB#44 42.46 CB#45 47.44 Cl/NCDOT 840.02 ��.90 CIINCDOT 840.02 � SSg��`e
138 . . i • . . .�/ 128 - 70 I CB#43-CB#45 24 RCP 75.52 42.46 42.76 0.40 CB#44 43.63 47.59 Cl/NCDOT 840.02 4 0� Off'
Q� - ~ 81 CB#45-CB_#46 15 RCP 29.15 43.51 43.66 0.51 CB#45 4236 43.51 CB#46 43.26 CB#47 47.32 Cl/NCDOT 840.02
130 /
- 129 `� 7` l�I CB#45 CB#47 18 RCP 149.94 43.26 44,03 0.51 CB#46 43.66 47.33 Cl/NCDOT 840.02
150 130 "`• ° 69 coI ; CB#47-CB#48 15 RCP 30.04 44.28 44.43 0.50 CB#47 44.03 44.28 CB#48 48.06 Cl/NCDOT 840.02 s
\ % 110 111 112 113 114 t CB#32-YI#49 30 RCP 181.66 40.99 41.72 0.40 CB#48 44.43 48.10 Cl/NCDOT 840.02
TiON 131 8 109 115 116 I YI#49-YI#50 24 RCP 243.86 42.22 43.20 0.40 YW49 41.72 42.22jY1#50 45.50 DI/NCDOT 840.14 ��� o®
149 � IV
` I YI#50-YI#51 18 RCP 235.53 43.70 44,64 0.40 YI#50 43.20 43.70 Yl#51 46.50 DI/NCDOT 840.14 RA M 5
• . . - - - 1 132 j� 106 82 83 68 I BMP2 YI#51 44.64 47.50 DI/NCDOT 840.14
148 -OD-> PD-> =1 'e 13g / 105 i I FES#52-YI#53 42 RCP 67.48 34.27 34.54 0.40 FES#52 34.27 YI#53 FES
404 �' ,1 84 67 y I YI#53-YI#54 36 RCP 235.83 35.04 35.98 0.40 IYW53 34.54 35.04 YI#54 45.00 DI/NCDOT 840.14 PRELIMINARY NOT
`� 2 134 103 P #2 :) i YI#54-YI#55 36 RCP 245.55 36.08 37.06 0.40 YI#54 35.98 36.08 YI#55 44.00 DI/NCDOT 840.14 RELEASED FOR
. . . . . . . TS4 { 147 145 144 143 142 141 140 139 % 85 I YI#55-CB#56 36 RCP 175.52 37.24 37.94 0.40 YI#55 37.06 37.24 CB#56 44.00 DI/NCDOT 840.14 CONSTRUCTION
_ _ _ _ _ 138 135 102 V 86 E / I CB#56-CB#57 36 RCP 2E 38.04 38.16 0.41 CB#56 37.94 38.04 CB#57 44.02 Cl/NCDOT 840.02
3 146 137 - ° I CB#57-CB#58 24 RCP 119.23 39.31 39.97 0.55 CB#57 38.16 39.31 CB#58 38.81 CB#63 44.02 Cl/NCDOT 840.02
- A' _ ' 101 - -_ 87 65 d CB#58-CB#59 15 RCP 29.04 40.72 40.87 0.52 CB#58 39.97 40.72 CB#59 40.47 CB#60 44.54 Cl/NCDOT 840.02
,r 4 _� - '---_ 136 i 88 / I CB#58-CB#60 18 RCP 146.91 40.47 41.14 0.46 CB#59 40.87 44.54 Cl/NCDOT 840.02
�, - / ��\ - r 100 . z i, _ CB#60-CB#61 15 RCP 30.52 41.39 41.55 0.52 CB#60 41.14 41.39 CB#61 41.39 CB#62 45.27 Cl/NCDOT 840.02
\� 5 � ( 89 \ CB#60-CB#62 15 RCP 72.17 41.39 41.75 0.50 CB#61 41,55 45.22 Cl/NCDOT 840.02
42 43 44 45 v 47 99 98 / 9U \ 63
48 CB#57-CB#63 30 RCP 119.66 38.81 39.29 0.40 CB#62 41.75 45.62 Cl/NCDOT 840.02
Ln \ CB#63-CB#64 15 RCP 31.19 40.64 40.82 0.58 CB#63 39.29 40.64 CB#64 39.39 CB#65 44.55 Cl/NCDOT 840.02
6 / 49 x f \ CB#63-CB#65 30 RCP 137.47 39.39 39.94 0.40 CB#64 40.82 44.49 Cl/NCDOT 840.02
92
41 - 50 7 95 94 93 _ _ CB#65-CB#66 15 RCP 34.03 41.29 41.46 0.50 CB#65 39.94 41.29 CB#66 40,04 CB#67 45.22 Cl/NCDOT 840.02 O
(� 45.13 Cl/NCDOT 840.02 0
00 7 -� _.� 51 ( CB#65-CB#67 30 RCP 137.70 40.04 40.81 0.56 CB#66 41.46
cv
\V W '� "� ���--� 52 CB#67-CB#68 15 RCP 29.17 42.06 42.21 0.51 CB#67 40.81 42.06 CB#68 41.31 CB#69 45.90 Cl/NCDOT 840.02
i f CB#67-CB#69 24 RCP 137.73 41.31 41.95 0A6 CB#68 42.21 45.88 Cl/NCDOT 840.02
v 8 40 53 �� -
41 11, �. \a 54 62 3` CB#69-CB#70 15 RCP 31.07 42.80 42.96 0.51 CB#69 41.95 42.80 CB#70 42.05 CB#71 46.58 Cl/NCDOT 840.02
S WETLANDS 9 CB#69-CB#71 24 RCP 137.69 42.05 42.65 0.44 CB#70 42.96 46.63 CIINCDOT 840.02 U
338 -•w - 55 t x CB#71-CB#72 15 RCP 38.77 43.40 43,72 0.83 CB#71 42.65 43.40 CB#72 43.40 CB#73 47.26 Cl/NCDOT 840.02 0
ss�q.. v CB#71 CB#73 15 RCP 137.63 43.40 43.95 0.40 CB#72 43.72 a�
� w 1,�i.644.i,1�C y. y .�, R AC y 10 37 t' _ _ I�j� 56 57 � 59 rr_"`\ 47.39 Cl/NCDOT 840.02
o CB#73-CB#74 15 RCP 31.03 44.05 44.21 0.52 CB#73 43.95 44.05 CB#74 47.94 Cl/NCDOT 840.02
W � - BMP3 CB#74 44.21 47.88 CIINCDOT 840.02 h
0 11 36 I
J f 29 28 r
v v \ 35 FES#75-YI#76 42 RCP 98.50 35.83 36.22 0.40 FES#75 35.83 YI#76 FES
^,
12 r 34 ' t YI#76-YI#77 42 RCP 163.27 36.32 36.97 0.40 YI#76 36.22 36.32 YI#77 �� � '-+
< 45 J',� 33 J 43.00 DI/NCDOT 840.14 d
a 316 347 13 \\ 32 31 BMP #3 YI#77-CB#78 42 RCP 66.50 37.07 37.34 0.41 YI#77 36.97 37.07 CB#78 43.00 DI/NCDOT 840.14 U N
` f ) T / I CB#78 CB#79 42 RCP 29.02 37.44 37.56 0.41 CB#78 3'.34 37.44 CB#79 n , U
_" 14 27 ` Tsr+3 43.67 CIINCDOT 840.02 Vr/
" � �� J CB#79-CB#80 30 RCP 76.42 38.56 38.87 0.41 CB#79 37.56 38.56 CB#80 38.56 CB#92 43.67 Cl/NCDOT 840.02 Q-1
15 - - - - - - - - - I 5B#80-CB#81 15 RCP 30.41 40.22 40.38 0.53 CB#80 38.87 40.22 CB#81 38.97 C13#82 44.00 Cl/NCDOT 840.02 p
16
CB#80 CB#82 30 RCP 158.81 38.97 39.73 0.48 CB#81 40.38 44.05 Cl/NCDOT 840.02 x Z
;lu< \ y \ \f 17 18 25 I CB#e2-CB#83 15 RCP 29.27 40.98 41.13 0.51 CB#82 39.73 40.98 CB#83 40.23 CB#84 44.82 Cl/NCDOT 840.02
;376 ��} 19 20 24 I CB#82-CB#84 24 RCP 106.80 40.23 40.80 0.53 CB#83 41.13 44.80 CIJNCDOT 840.02
I \ 21 22 23 CB#84-CB#85 15 RCP 46.11 41.65 41 88 0.50 CB#84 40.80 41.65 CB#85 40.90 CB#86 45.36 Cl/NCDOT 840.02 .i;
7 `a:, � 4� 04
Tsr= I I CB#84-CB#86 24 RCP 147.26 40.90 41.54 0,43 CB#85 41.88 45.55 CIINCDOT 840.02
d ' \V - - a �� CB#86-CB#87 15 RCP 44.85 42.39 42.62 0,51 CB#86 41.54 42.39 CB#87 41.64 CB#88
3( i
46.12 CIINCDOT 840.02
- ` � - - - - - - - - --�--�_ TD � � 46.29 Cl/NCDOT 840.02
r 4 r I - --_� -- ��-= CB#86-CB#88 24 RCP 167 23 41.64 42.46 0.49 CB#87 42.62
3.76 ) y \ CB#88-CB#89 15 RCP 31.34 43.21 43.37 0.51 CB#88 42.46 43.21 CB#89 4321 CB#90 46.98 Cl/NCDOT 840.02
CB#88-CB#90 15 RCP 157.15 43.21 43.94 0.46 CB#89 43.37
3'9 ^j
I 47.04 Cl/NCDOT 840.02 a
c
3b3 ' CB#90-CB#91 15 RCP 43.48 44.04 79 44.26 0,51 CB#90 43.94 44.04 CB#91 47.77 Cl/NCDOT 840.02 0 U
/ CB#79-CB#92 30 RCP 99. 38.56 39.04 0.48 CB#91 44.26 47.93 Cl/NCDOT 840.02 E
Itf, CB#92-CB#93 15 RCP 29.02 40.29 40,44 0.52 CB#92 39,041 40 29 CB#93 39 54 C13#94 44.11 Cl/NCDOT 840.02
CB#92 CB#94 24 RCP 131.91 39.54 40.10 0.42 CB#93 40.44 44.11 Cl/NCDOT 840.02 0
CB#94-CB#95 15 RCP 28.98 40.95 41.10 0.52 CB#94 40.10 40 95 CB#95 40.20 CB#96 44.77 Cl/NCDOT 840.02
GRADING/EROSION CONTROL LEGEND CB#94-CB#96 24 RCP 180.02 40.20 41.14 0.52 CB#95 41.10 44.77 CIINCDOT 840.02
u CB#96 CB#97 15 RCP 30.70 41.89 42.05 0 52 CB#96 41.1.1 41.89 CB#97 41.89 CB#98 45.67 Cl/NCDOT 840.02
Sea Wynde Plantation Phase 2 CB#96-CB#98 15 RCP 175.64 41.89 42.87 0.56 CB#97 42.05 45.72 Cl/NCDOT 840.02
BMP4 CB#98 42.87
SILT FENCE W/ OUTLET SF SF SF GRAVEL S RIP RAP SEDIMENT TRAP AN)SEDIMENT BASIN SIZES FES#100-CB#101 30 RCP 242.75 3903 40.00 0.40 FES#100 39.03 CB#101 46.54 Cl/NCDOT 840.02
FES
STRUCTURE DRAINAGE DENUDED SIZE(MINIMUM) WEIR VOLUME VOLUME Surface Area Surface Area CB#101-CB#102 15 RCP 35.36 41.25 41.51 0,74 CB#101 40.00 41: 25 CB#102 40.50 CB#103 45.05 Cl/NCDOT 840.02
TREE PROTECTION FENCE AREA AREA WIDTH LENGTH DEPTH* LENGTH REQUIRED PROVIDED Required Provided CB#101-CB#103 24 RCP 22.05 40.50 40.59 0.41 CB#102 41.51
45.18 CIINCDOT 840.02 0
# (AC) (AC) (FT) (FT) (FT) (FT)- (CF) (CF) (ac) (ac) CB#103-CB#104 24 RCP 79.85 40.69 41.01 040 CB#103 40.59 40 69 C3W04 45.23 Cl/NCDOT 840.02
c� DIVERSION DITCH TD-> TD-> TD-> TST#1 3.7 0.5 35 70 2.0 5 900 980 0.053 0.056 CB#104-CB#105 15 RCP 29.00 41.76 41.96 0.69 CB#104 41.01 41.76 CB#105 41.76 CB#106 45.63 Cl/NCDOT 840.02 x rT#2 _-5.0 2.6 40 80 5.0 7 4,680 5,120 0.071 0.073 CB#104-CB#106 15 RCP 157.00 41.76 42.39 0.40 CB#105 41.96
45.63 Cl/NCDOT 840.02
PROPOSED TREELINE -sT#3 2.1 1.3 30 60 4.5 4 2,340 2,520 0.030 0.041 CB#1 06-CB#1 07 15 RCP 29.00 42.60 42.75 0 52 CB#106 42,39 42.60 CB#107 46.42 Cl/NCDOT 840.02 REVISIONS
o TST#4 2.0 1.0 25 50 5.0 4 1,800 2,000 0.028 0.029
__ _________ TST#5 4.1 1.2 35 75 3.5 6 2,160 2,625 0.058 0,060 CB#107 42 i5 46.42 Cl/NCDOT 840.02 0
` PROP GRADES MINOR -- - -- - BMP#1 25.2 6.0 90 180 3.0 34 10,800 12,960 0.359 0.372 ' ! NCDOT840.02 ^CONCRETE CATCH BASIN W/840.03 FRAME,GRATE,AND HOOD p
__ _ i NCDOT 840.14 CONCRETE DROP INLET W/840.16 FRAME AND GRATES
� Bft1P#2 14.1 2.8 70 140 2.5 19 5,040 5,880 0.201 0.225 .-„w,,�,,,,"..__�_` � ("_,_......_._ r I
.E PROP GRADES MAJOR 466 BN1P#3 10.0 3.1 60 120 3.0 13 5,580 5,760 0.142 0,165 --_ ._. _ _ NCDOT840.31-CONCRETE JUNCTION BOX W/84_054 MANHOLE COVER AND FRAME
q
I - _" ., _
B;:1P#4 37.4 1.1 110 220 2.0 50 1,980 9,680 0.532 0.556 E FES CONCRETE FLARED END SECTION
° EXISTING TOPO MAJOR o
.. �... ____-.__._____ _--.__ N TES
� *M1�;" `,vEIR LENGTH=4' NOTE: BMP'S WILL BE SEDIMENT BASIN TYPE PER DETAIL �"m"'�"�"'�"""" ~�-'""-""----'� "�-�---~-~~•~-~~~~~�'w--"�
1)CB TOP ELEV.=TOP OF CURB FOR CI AND GRATE FOR DI z
m I TOPO MINOR - ______ ,._..... *INC-J3ES , OF FREE BOARD. ALL OTHERS WILL EE SEDIMENT TRAP TYPE PER DETAIL ___ __ r.. . "....___.•,_ ------ �__,_" .__.. r_.. _._.€
EXISTING 2 P
a I ROTECT INLETS PER STND.14 j
ci DE 0 NUDED TOAL 13. (BMP1-4 DOES NOT INCLUDE POSSIBLE LOT GRADING) CA
CONSTRUCTION LIMITS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ �
DRAINAGE TOAL 103.E R
CONSTRUCTION ENTRANCE
GRAVEL (CABC) STRUCTURE FLOWS
GIVEN: Q 0.15 Runoff Coefficient A
I: 9.49 N1HR (10 YR STORM-5 m n duration} PROJECT#:074082 DATE:1/17/08
H: 6 INCHES _.. _.,__,_..
o Cw: 3 DISSIPATOR SUMMARY I (xnn 8s) DRAWN BY:JE CHECKED BY:DF
cs -. _._.. ID NORTH
TEMPORARY SEDIMENT TRAP TST "" � - __. I TITLE
( L= O/(Cw*H^(3/2)) MALCOM, ELEMENTS OF STORMWATER DESIGN) OUTLET# PIPE DISCHARGE BEGIN END tLENGTH THICKNESS CLASS "'
SEDIMENT BASIN (SB) M DIA WIDTH WIDTH OVERALL
41 RISER BASIN PER DETAIL STRUCTURE AREA Q(CFS) WEIR L(FT) IN CFS) FT FT FT IN STONE
aT#1 3.7 5.267 G, FES 1 BMP 1 42 36.79 10.5 10.5 21 18 B EROSION
TST#2 5.0 7.118 7 FES 28(BM 1 42 46.51 10.5 10.5 21 18 B GRAPHIC SCALE CONTROL PLAN
_�2 OUTLET DISSIPATOR r° TST#k3 2.1 2.989 3 FES 52(BMP 2 42 32.76 10.5 10.5 21 18 B 0 100 200 400 �
TST#4 2.0 2.847 3 FES 75(BMP 3 42 35.49 10.5 10.5 1 21 18 B
TST#5 4.1 5.836 6 FES 100(BMP 4 30 1 15.51 7.5 7.5 1 15 18 B SHEET
BMP#1 25.2 35.872 34
INLET PROTECTION BMP#2 14.1 20.o71 1sC200
Q BMP#3 10.0 14.235 13 ( IN FEET )
,,- CHECK DAM
1 inch = 200 ft.
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I \ \ REVISIONS
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I I I I I tom-` ` \ \� ,o► PD# Draina e Area Len th of Time of a
c C, ° ""` �f. i \ \/ / / / ' II _J I I ?�,� I I •` `, �t \ ,,.r° �' Onsite Travel ft) Sloe Concentration 110 C-value Q 10) Velocity Mattin Bottom De th Side Slopes o
(ac) (ft/ft) (min) (in/hr) (cfs) (fps) Width (ft) (H:V
E """ wry j J ' I I I I �, ♦ 1 a 3.9 544 0.002 11.26 7.40 0.35 10.10 1.46 Grass 4 2 3:1 0
1 b 10.9 740 0.003 12.31 7.15 0.35 27.27 2.41 Grass 6 2 3:1
CL ! \SF - J L ,� �,�r''� � BMP1 ES N/A 191 0.002 N/A N/A N/A 144.00 3.02 Grass 10 3.5 4:1
0-7 � s BMP1 Out N/A 445 _ 0.002 N/A N/A NIA 148.00 3.04 Grass 10 _ 3.5 4:1
0
4a 12.5 1100 0.005 12.74 7.05 0.35 30.84 2.99 Grass 6 2 3:1 w
4b 26.5 1450 0.006 15.70 6.45 0.35 59.80 3.85 Grass 6I -. 2.5 3:1
SF SF SF ° ,_ Temporary Diversions
SF -.�_SF----SF-�-SF SF �' / Kirpach E n.
3,5: a
/ TD# Drainage Area Len th of Time of PROJECT#:07-4082 DATE:1/17/08
47 �\ / Onsite Travel (ft) Sloe Concentration 1 10) C-value Q 10 Velocity Matting Bottom Depth Side Slopes
CN (ac) (ft/ft) (min) (in/hr) (cfs) (fps) Width ft
�I / ( ) (H:V) DRAWN BY:JE CHECKED BY:DF
�\ / 1 3.6 992 0.005 12.13 7.19 0.35 9.06 1.46 Grass 4 1 2:1
2 1.6 277 0.004 5.17 9.40 0.35 4.94 2.41 Grass 2 1 2:1 TITLE
/ 3 4.3 1295 0.001 30.67 4.58 0.35 6.89 3.02 Grass 2 1.5 2:1 EROSION CONTROL
/ 4 3.5 648 0.005 9.03 8.01 0.35 9.82 3.04 Grass 4 1 2:1 a PLAN
5 2 405 0.001 10.46 7.61 0.35 6.33 2.99 Grass 2 1 2:1 SHEET 1 OF 3
6 4.1 334 0.003 6.41 8.90 0.35 12.77 3.85 Grass 41 1.5 2:1
7 3.6 369 ' 0.001 9.40 7.91 0.35 9.96 1.46 Grass 8 1 2:1
y / 8 1.2 290 0.002 7.11 8.64 0.35 3.63 2.41 Grass 2 1 2:1 SHEET
9 0.5 409 0.001 10.58 7.58 0.35 1.33 3.02 Grass 4 1 2:1 y
10 1.31 197 0.003 4.55 9.67 0.35 4.40 3.04 Grass 2 1 2:1 C201
11 2.7 356 0.001 9.01 8.02 0.35 7.58LE299 Grass 4 1.5 2:1
o / 12 1.2 299 0.002 7.37 8.55 0.35 3.5985 Grass1 41 1 2:1

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DATE:I/17(08
� — — — — — I / \\ — DRAWN BY:JE CHECKED BY:DF
SF \ S�/ TITLE
%ft ____ EROSION CONTROL
PLAN
SHEET 2 OF 3
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r 7 EROSION CONTROL NOTES ' NARRATIVE: • �,o M ►n
I Phase II of Sea Wynde Plantation is located in the Town of Shallotte in • o o
°._._._._ Brunswick County, North Carolina. The total denuded acreage for the N
,0, 00 � QQ
�` `"` `�- "� r�P ► 1. DENUDED AREA: STREETS+BMPS=27.5 ACRES proposed development is approximately 37 acres. The project will be Q+ � U
/! / F `�" \ ♦ I + LOTS = 9.1 ACRES = -37 ACRES implemented in a two phase approach: Phase 1) clearing and grading to o Z
� \�4, ) 2. IMPERVIOUS SURFACE: STREETS=4.9 ACRES build the infrastructure (roads, utilities, and BMPs) and Phase 2) clearing �� '
LOTS=13.8 ACRES
r ) and grading in the lots. To implement phase 1 several lots must be ., � U --� �
I I \ �P 3. TOTAL AREA = 88.3 ACRES °'
/ ,' ) cleared to be used as stockpile areas. The scope of work for phase 1 8 H �, 3
4. REFER TO SHEET C 2.0 FOR STORMWATER • o
includes clearing, grubbing, stripping and grading for new streets and �t �
I I INSTALLATION SCHEDULE% stormwater BMP's, sediment basins, construction of temporary diversion
76 I ( ,, I 5. TREE FENCING SHALL BE INSTALLED AND channels, silt fencing, storm drainage structures and paving. BMPs 1 - 4 '
76 / � I MAINTAINED BY CONTRACTOR. g g ? g
v I I will be used as sediment basins and installed in the first hase. The
�► / \\ \\ / / \ '' ► 6. SEEDING SCHEDULE AND SEED BED p
I i temporary sediment traps will be necessary duringthe lot clearing phase.
PREPARATION ARE SHOWN ON DETAIL SHEET C P y P y g
- I-- / / 0 1 It is unknown at this time whether lot grading will be completed on a lot
/ \ -`.• / / \ 1 I by lot basis or several lots at one time. Contractor shall obtain •
F / 7. CONTRACTOR TO INSTALL INLET CONTROL AS
permission from NCDENR if he deems that some of the lot grading erosion
PER DETAIL ON SHEET C 9.2 AS NECESSARY. ontrol measures are not necessary. g g
8. SLOPES 2:1 OR GREATER SHALL BE STABALIZED ,
W/ FORTRACK 35/20/20 GEOGRID PER MFG. OR
it ` # ► ; I 77` / lJ m - \ 74 i 1 APPROVED EQUAL. •
__ ,_ - '``♦,� %' , �� - - - tL - - - - - - - - _i ' CONSTRUCTION SEQUENCE:
X ' � �- ) PHASE 1 - INFRASTRUCTURE PHASE 2 - LOT GRADING
♦�`' ♦♦`'� �� � ~� -�� 1. d NCDENR Water Quality Section � 0
�, , I Obtain certificate of Ian approval from NCDENR Land Quality 1 Contact NCDENR Land QualitySection at 910)
0 a ce p
o,♦ /,� �=- =- - = = - �` ., - 1 i i Q 1 I Section Along with all require a er ua ity ec ion 350-2 04 prior to beginning of lot grading activities.
I 73 I I approval prior to beginning any land disturbing activities. 2. Flag the work limits to prevent unnecessary clearing.
2. Flag the work limits to prevent unnecessary clearing. 3. Clear only what is necessary to install erosion devices.
♦ ♦�`' ° �° A ---" '' \ I ° I I 1 3. Call NCDENR at 910 350-2004 to schedule a�, ,,� ♦ �4,. � €, Q ( II ) ( ) Install temporary diversion channefs,silt fence, and
�► ♦, ,'/ �� \ 1 8 I , 1 1 ( Al ) preconstruction meeting at least one week prior to starting sediment traps (TST # 1-5) at locations shown on
_. ♦ / L_ - - - - -- -- J construction. the backs of lots. If BMP3 is still beingused as a
- - ~-__~ --- W- I ;� -- - - -- -- - - I 4. Install temporary construction entrance. sediment device while lots 51 - 57 ar being graded,
` ��r L -- - - - - r ��- m m r 5. Clear only areas necessary to install erosion control devices. contractor may run the temporary diversion direct) to
I Install temporary diversion channels, silt fence, and BMPs 1 - Y P y y
P Y BMP3 instead of installing TST3 with inspector's
- # r- - - - {.. ,. - 1 I I 4 where shown. permission.
PD-> -PD-> -PD->--' _ / I I I 7. Clear and grub site. Grade site to proposed grades shown. 6. Clear, grub, and grade lots.
72 LILI I 8. Install sewer, water, and storm drainage structures. 7. Seed all disturbed areas in accordance with the
1 1 9. Place and compact base course, and install asphalt and curb ��
7 9 I � P P seeding specifications. ,�� cA�
{ t I I 1 & gutter. 8. After vegetation is established on all disturbed areas, `a" �Ess� 0!
j' I L -- - - --_- J 10. Seed all disturbed areas in accordance with the seeding '0 o
1 9 contact NCDENR for inspection. Once approved, ' � 2
- - -- - - -_- I specifications. remove temporary erosion and sediment control 8
� I I „ 1 r- --I 11. After vegetation is established on all disturbed areas, contact measures. 2=n
I I y I NCDENR for inspection. - Once approved, convert sediment
1 /1 L_ - - -- - - - -- -i P PP
-7 1 basins to permanent BMPs and remove temporary erosion c 'or �
r- 77 - - - -- -,
� I � I �I I � � � � I 71 I 1 and sediment control measures that are not required for lot , ;°®°�
122 I I}= 1 21 ; ; 120 r I I grading. � �
12 I I I F� I 1 {` /�'s �'1"URAIt$
/ 1���,t������+f �` I Q� 1 ,m 1 L -- I ) PRELIMINARY NOT
a r � j / 1 18 / , C.7 - -
/ MAINTENANCE PLAN: RELEASED FOR
_ L_ _ - L_,t _- J (_ - - fl - - - - J j CONSTRUCTION
.. �„ ,.. �.. -. UM W� - --� l / / 3 / / _ 11 J ;' ;j� ►' - -`1 y I The following maintenance plan shall be followed until the site is completely stabilized after
•oft ". =- / / / / 1 1 7 ( - 1 t �' j�,` 1 ) ) construction. During construction the Contractor shall be responsible for inspection and
' r J 70 maintenance of all erosion and sediment control measures
�_-
CB 3 _ -= G87 J / / 1. All erosion control measures shall be checked for stabilit and operation followingany
}`� rainfall producing runoff and at least once every week Any needed repairs shall be
81N 'fJ' t e ) made immediately so that all erosion control measures are maintained as designed. 0
2. All seeded areas will be fertilized, reseeded as necessary, and mulched in accordance
1�
1
€ Te.wce rw sr, rr, s„ CB 9 Y
_ / !1 _ �, J I with the seeding specifications in order to maintain a dense vegetative cover. •
YID YES /r __ � ♦p
LN
- _ - �° M'` . -� °;,:, co `� / / / _ I 3. Sediment deposits shall be removed from sediment fence after each storm event or J�
sediment fence should be replaced. They must be removed when deposits reach
a rox. half the height of the barrier. An sediment deposits remaining in lace after
I I � ` �. � cif PP 9 Y P 9 P
} I I 1 1 �, 1 / J„ %j / 69 / 1 the sediment fence is removed shall be dressed to conform to the existing grade, a c�
- ~ J / / prepared and seeded.
113 r �, � s „I
o I 1 / / ♦ cep\ i` ,; I 4. The sediment basins shall be cleaned out when the level of sediment reaches the
' 111 111 I I �� / �, ,,,
o I 1 1 .1 / ,� r� rr ,� �� , I t mid-depth point below the weir elevation. Washed stone shall be cleaned or replaced
0 ; ' I I I I I I_ / 1\45
, / .. as ~� \`` % % ;,,' � I w/ ♦� \\ \;. W j� / I when the pool no longer drains properly.
vif 5. Ground cover shall be established on exposed slopes within 21 calendar days following a N
P Y P grading. 9
� f� �/ ) completion of an phase of radin Permanent round cover for all disturbed areas �; V./ ,� � � z
J L _ _ _ J L__ - J / / / ♦ \ �/ ti I within 15 working days or 90 calendar days which-ever is shorter following completion a
I ! �� ♦ 9 Ys Y ( ) 9 P 0
-_r- i` 82 / / 1 �r � 1I ) of construction or development.
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REVISIONS
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TOPSOIL" I a = r a
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// 15'HIGH 88
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LEGEND
/ /� , \ \ / (INC GRID NORTH PROJECT#:07-4082 DATE:1/17/08
89 \ (NAD 83)
® \ \\ // a��" DRAWN BY:JE CHECKED BY:DF
co
\ \/ IIt3�Sc HOL3se
6 3 _ �, �, TITLE
o�B�T � EROSION�\ n Type CONTROL
\ 0 SILT Sin Fmcc GRAPHIC SCALE '' PLAN
a� S'l"1iI. Jl AL
n \ I' '1 E., REA. #2 \ \/ #, ,/ / OUTLET 0 30 60 120 � SHEET 3 OF 3
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CB / f/r ` ` ' J',�� ------ -=-" ' IN FEET )
\ \ /, e. � .�' \ - - - -- -- -- - - _ ,� - � . ... .� - - I sag
1 inch = 60 ft.
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EL. _ 51.04 GRAPHIC SCALE
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0 25 50 100
^ K = 50 O.00 is3 O
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HIGH/LOW El. = 50.97 ( IN FEET ) �; U
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35.0 35.0 PROJECT#: 07-4082 DATE: 11/21/07
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22+03.64 IN FEET co w
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EL. 45.42 1 inch 50 ft.
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K = 50.00
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35.0 35.0 1 PROJECT#: 07-4082 DATE: 11/21/07
Owl
DRAWN BY: JE CHECKED BY: DF
X TITLE
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30.0 PROJECT#: 07-4082
30.0 DATE: 11/21/07
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' 40.0 coo. o% 40.0 A
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PROJECT#: 07-4082 DATE: 11/21/07
rJ
30.0 F _ _ _ _. _.__ __ . -- __ _ _ _... __ 30.0 DRAWN BY: JE CHECKED BY: DF
TITLE
3 STREET B
PLAN AND PROFILE
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35+00 36+00 37+00 38+00 39+00 40+00 41+00 41+ 6.06 u
VERT. SCALE: 1 = 5 •

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1 35.0 1 PROJECT#: 07-4082 DATE: 11/21/07
35.0
DRAWN BY: JE CHECKED BY: DF
TITLE
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C35
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FELT FABRIC EXTENDING 6-8 INCHES ON EITHER SIDE OF THE JOINT. ° V
3. DAM EMBANKMENT SHALL HAVE 95% COMPACTION WITH MOISTURE CONTENT WITHIN 2% OF
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APPROVE FILL MATERIAL AND INSPECT COMPACTION IN 1' LIFTS.
GRAPHIC SCALE N
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i 1-YR STORM ELEVATION 45.0
v;
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0
REVISIONS
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ATTACH SKIMMER 75 PROJECT#:07-4082 DATE:1/17/08
TO RISER FOR EROSION
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5" LENGTH CLASS A CONCRETE �""I aj 04 p
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USE .AS A WET DETENTION BASIN. " o �
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THE OPTIMUM AND CERTIFIED BY GEOTECHNICAL ENGINEER. GEOTECHNICAL ENGINEER TO 6 DIA, REBAR RING 4.5' DIA. REBAR RING
0
APPROVE FILL MATERIAL AND INSPECT COMPACTION IN 1' LIFTS. 4' DIAMETER ^ 1
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PRIMARY 1 .0 T . ..
ANTISEEPAGE SPILLWAY 2-YR STORM ELEVATION 43. o
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`i CONTROL PURPOSES PLAT VIEW DRAWN BY:JE CHECKED BY:DF
� KEYWAY: EKCAVATE EXISTING ALLUVIAL SOILS TO FIRM SOIL
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USE AS A WET DETENTION BASIN.
3' RISER UNDER ACCESS HATCH
2. ALL STORM DRAIN PIPES IN AND OUT OF THE POND ARE TO BE CLASS III RCP MEETING ASTM
STANDARD
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O N
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APPROVE FILL MATERIAL AND INSPECT COMPACTION IN 1' LIFTS. 1. ALL REBAR AND ANGLES TO BE "GALVANIZED
r EMBANKMENT FILL TO BE COMPACTED OR #6 REBAR.
TO 95% STANDARD PROCTOR PER ASTM 2. THE MAXIMUM SIZE OPENING TO BE 12" HORIZONTAL, MOUNTED WITH HINGES
:
D-698 (SEE NOTES) ACCESS GATE TO AND CLASPS WITHIN THE INSIDE LIP OF THE PRECAST BOX.
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10-YR STORM ELEVATION 43.76' FABRICATED HINGES TRASH RACK DETAIL
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SHELF / PROPOSED o REVISIONS
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i CONTROL PURPOSES ( DRAWN BY:JE CHECKED BY:DF
EYWAY: E>CAVATE EXISTING ALLUVIAL SOILS TO FIRM SOILTITLE
���:=
(+or- 5') KEYWAY SHALL BE 8'WIDE AT BOTTOM WITH 2: 1 BMP #3
SIDESLCPES TO THE ELEVATION OF THE BARREL ASSEMBLY. ,
5 x5 x2 CLASS A"CONC. 5' x 5' x 2' a
CL BACKFILL WITH SUITABLE MATERI AL,APPROVED BY ANTI FLOTATION BLOCK 2 CLASS A C PLAN AND
GEOTECHNICAL ENGINEER, IN 1 LIFTS. COMPACT TO 95% CONCRETE
i i 5 LENGTH DETAILS
ID STANDARD FROCTOR ASTM D-698. i
V: J__ L L SHAPED ANCHORS NOTE: CONNECT a
„ TO ATTACH RISER TO v SHEET
4-3 8 THK PLATE SKIMMER TO CANAL
POND DAM & RISER ASSEMBLY L ANCHOR 2 WIDTH WET POND #3 BLOCK SEE DETAILCONSTRUCTION U
a ANTI-FLOATATION GATE DURING
RISER ASSEMBLY (UNTIL u
NTS SITE IS STABILIZED) 0 C493

EMBANKMENT FILL TO BE COMPACTED PRIMARY 'i-YR STORM ELEVATION 44.3' • . o M a
TO 95% STANDARD PROCTOR PER ASTM ANTISEEPAGE SPILLWAY 2-YR STORM ELEVATION 44.?'
�, Noo
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VEGETATIVE % a '� U 75
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GRADE TEMP. POOL 43.24
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TO SCOUR HOLE ORIFICE
77LF 8" C900 PVC ® 0.2% •
1. SEDIMENT BASIN SHALL BE CLEANED OUT AND VEGETATIVE COVER ESTABLISHED PRIOR TO
USE AS A WET DETENTION BASIN.
ATTACH SKIMMER 2. ALL STORM DRAIN PIPES IN AND OUT OF THE POND ARE TO BE CLASS III RCP MEETING ASTM • '
TO RISER FOR EROSION STANDARD C76 WITH 0 RING JOINTS. THE JOINTS SHALL BE WRAPPED IT/? W H NON-WOVEN •
CONTROL PURPOSES FELT FABRIC EXTENDING 6-8 INCHES ON EITHER SIDE OF THE JOINT.
49
r� 3 DAM EMBANKMENT SHALL HAVE 95% COMPACTION WITH MOISTURE CONTENT WITHIN 2% OF
THE OPTIMUM AND CERTIFIED BY GEOTECHNICAL ENGINEER. GEOTECHNICAL ENGINEER TO r
5'x5'x2' CLASS"A"GONG. APPROVE FILL MATERIAL AND INSPECT COMPACTION IN 1' LIFTS.
V 1
1
ANTI FLOTATION BLOCK
0 F,
EYWAY: EXCAVATE EXISTING ALLUVIAL SOILS TO FIRM SOIL
,� (+or- 5') KEYWAY SHALL BE 8'WIDE AT BOTTOM WITH 2: 1
%50SIDESLOPES TO THE ELEVATION OF THE BARREL ASSEMBLY.
-- BACKFILL WITH SUITABLE MATERIAL,APPROVED BY
I GEOTECHNICAL ENGINEER, IN 1' LIFTS. COMPACT TO 95%
, 5 STANDARD PROCTOR ASTM D-698.
POND DAM & RISER ASSEMBLY
GANG
I
EMERGENCY SPILLWAY
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BOTTOM WIDTH = 20' NC GRID NORTH
GRAPHIC SCALE PRELIMINARY NOT
I NORMAL POOL 0 15 30 60 RELEASED FOR
CONSTRUCTION
/ / ( IN FEET )
6' DIA. REBAR RING 4.5' DIA. REBAR RIN
G
4' DIAMETER
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FOR PLANTING SPECS. 76
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115 I RISER UNDER ACCESS HATCH
155' WEIR 3'rcn
ELEVATION VIEW PLAN VIEW
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77
OR #6 REBAR.
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REAR
FABRICATED HIIN BES RING TRASH RACK D E TA I_ W
N.T.S.
c
\\ REVISIONS
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REBAR TRASH RACK EAL JOINTS WITH AN 0-RING
SEE DETAIL THIS SHEET GASKET AND BUTYL RUBBER 0.
0.
V � CEMENT ON INSIDE GROUT WITH z
43.28 TOP 48" CONCRETE RISER MORTAR ON OUTSIDE. `�
L \ W
/ 42.25 2" SCH40 PVC INVERTED R
2_AN WEDGE
ANCHORS
FASTENED TO RISER (INVERTED)
37.75
BMP EASEMENT 3
2" INBEDMENT LENGTH 43.25 TOP 12" PVC BARREL A
\ 9.7
PROJECT#:07-4082 DATE:1/17/08
78
42.25 (TOP CONCRETE POUR/INV OUT 12" PVC) DRAWN BY:JE CHECKED BY:DF
42. �5 /
/ TITLE
\ 44 0 0 BMP #4
x 5' x 2' �
PLAN AND
LENGTH CLASS A CONCRETE DETAILS
NOTE: CONNECT
� �-�� / 4-3/8" THK PLATE L Sf-`SPED ANCHORS
� TO A TACH RISER TO SKIMMER TO CANAL w
\ �+ TOP OF DAM L ANCHOR 2" WIDTH WET FOND ANTI-FLOATATION GATE DURING SHEET
BLOC- SEE DETAIL CONSTRUCTION (UNTIL
_ WIDTH 7 RISER ASSEMBLY SITE IS STABILIZED 6 C494
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HALLOW WATER 5366 SF 5378 SF SHALLOW WATER
SHALLOW LAND 43 71 SF 4945 SF SHALLOW LAND •
SEA WYNDE PLANTATION BMP I SEA WYNDE PLANTATION BMP 3
PLANTING LIST PLANTING LIST
fWBOL LABEL BOTANICAL NAME COMMON NAME SIZE RATE QUANTITY COVERAGE SPACING SYMBOL LABEL BOTANICAL NAME COMMON NAME SIZE RATE QUANTITY COVERAGE SPACING
SHALLCV004ATER EMERGENT PLANTS(SUBMERGED HALF OF WATER QUA LrTY SHELF) SF SHALLOW WATER BVERGENT PLANTS(SUBMERGED HALF OF WATER QUALITY SHELF) SF
I
ALSP ALISMA SPP. WATER PLANTAIN PINT 1 PLANT/1.95 SF 551 1,074 1.5'O.C. TRIANGULAR PLANTING
ALSP ALISMA SPP WATER PLANTAIN PINT 1 PLANT/1.95 SF 552 1,076 1.5'O.0 TRIANGULAR PLANTING
CLJA CLADIUMJAMAICENSE SAWGRASS PINT 1 PLANT/1.95 SF 551 1,074 1.5'O.C.TRIANGULAR PLANTING CLJA CL.ADIUMJAMAICE INSE SAWGRASS PINT 1 PLANT/1.95 SF 552 1,076 1.5 O.0 TRIANGULAR PLANTING
I�JCO PONTEDERIA CORDATA PICKEREL WEED PINT 1 PLANT/1.95 SF 826 1,610 1.5'O.C.TRIANGULAR PLANTING POGO PpMFDERIA CORagTq PICKEREL WEED PINT 1 PLANT/1.95 SF 828 1,613 1.5'O C. TRIANGULAR PLANTING
SALA SAGITTARI LATIFOLIA DUCK POTATOE PINT 1 PLANT/1.95 SF 826 1,610 1.5'O.C.TRIANGULAR PLANTING SALA SAGITTARI LATIFOLIA DUCK POTATOE PINT 1 PLANT/1.95 SF 828 1,613 1.5'O C.TRIANGULAR PLANTING
TOTAL 5,366
TOTAL 5,378 1
SHALLOW LAND HERBACEOUS PLANTS(UPPER HALF OF WATER QUALITY SHELF, FREQUENTLY SUBMERGED) I I SHALLOW LAND HERBACEOUS PLANTS(UPPER HALF OF WATER QUALITY SHELF, FREQUENTLY SUBMERGED) F
ERFI EUPATORIUM FISTULOSUM JOE PYE WEED 1 GAL 1 PLANT/13.86 SF 58 804 4'O.C.TRIANGULAR PLANTING ERFI EUPATORIUM FISTULOSUM JOE PYE WEED 1 GAL 1 PLANT/13.86 SF 61 845 4'O.C.TRIANGULAR PLANTING
HIGR HIBISCUS GRANDIFLORUS VELVET MALLOW 1 GAL 1 PLANT/13.86 SF 58 804 N O.C.TRIANGULAR PLANTING HIGR HIBISCUS GRANDIFLORUS VELVET MALLOW 1 GAL 1 PLANT/13.86 SF 61 845 4'O C.TRIANGULAR PLANTING R�r®
HYEU HYMBVOCALLIS EULAE SPIDER LILY 1 CAL 1 PLANT/13.86 SF 58 804 4'O.C.TRIANGULAR PLANTING HYEU HYM40CALLIS EULAE SPIDER LILY 1 GAL 1 PLANT/13.86 SF 61 845 4'O C. TRIANGULAR PLANTING �� SSgO�`/
LO W �
LOCH BELIA CARDINALIS CARDINAL FLOER 1 GAL 1 PLANT/1 SF 58 804 4'O.C.TRIANGULAR PLANTING LOCH LOBELIA CARDINALIS CARDINAL FLOWER 1 GAL 1 PLANT/13.86 SF 61 B45 4'O.0 TRIANGULAR PLANTING ®0
SHALLOW LAND SHRUBS(UPPER HALF OF WATER QUALITY SHELF, FREQUENTLY SUBMERGED) 1
SHALLOW LAND SHRUBS(UPPER HALF OF WATER QUALITY SHELF,FREQUENTLY SUBMERGED) iI EAL
CLAL CLETHRA ALNIFOLIA SUMMERSWEET 3 GAL 1 PLANT/31.18 SF 12 374 6'O.0 TRIANGULAR PLANTING
CLAL CLETHRA ALNIFOLIA SUMMERSWEEI 3 GAL 1 PLANT/31.18 SF 13 405 6'O C.TRIANGULAR PLANTING
ILGL ILEX GLABRA INKBERRY 3 GAL 1 PLANT/31.18 SF 12 374 6'O.C.TRIANGULAR PLANTING
ILGL ILEX GLABRA INKBERRY 3 GAL 1 PLANT/31.18 SF 12 374 6'O.C.TRIANGULAR PLANTING 1CII���
flVl ITEA VIRGINICA SWEETSPIRE 3 GAL 1 PlANT131.18 SF 12 374 6'O.C.TRIANGULAR PLANTING lTVI ITEA VIRGINICA SWEETSPIRE 3 GAL 1 PLANTl31.18 SF 13 405 60.C.TRIANGULAR PLANTING
SACA SAMBUCUS CANADENSL5 ELDERBERRY 3 GAL 1 PLANT/31.18 SF 12 374 6'O.C.TRIANGULAR PLANTING SACA SAMBUCUS CANADENSIS ELDERBERRY 3 GAL 1 PLANT/31.18 SF 12 374 6'O.C. TRIANGULAR PLANTING OUR
TOTAL 4,711
TOTAL 4,940
*Spacing is appropriate for full cover r hen mulch is not applicable. PRELIMINARY NOT
*Spacing is appropriate for full cover w hen mulch is not applicable. RELEASED FOR
Plants are available f
Plants are available from Coastal Plain Conservation Nursery,Inc. Edenton,NC 252-482-5707 #
�1 a�
r
�-...� om Coastal Plain Conservation Nursery Inc Edenton, NC 252-482-5707 I �� CONSTRUCTION
Bien J.Colodne ,M.D.of Coastal Plain Conservation Nursery, Inc.assisted w ith the preparation of this fist. I" ""`" "" " `W" ` '"' ' M m mµmm� -- --- m --- ---- �--- - - . �- --��
Y Blen J.Colodney,MD.of Coastal Plain Conservation Nursery Inc.assisted w ith the preparation of this list.
,Seed of North Carolina ecotypes of ANGE,PAVI,and RUHI is available from Ernst Conservation Seeds, Meadville PA 814-336-2404 _ ~~~~-~
----4 Seed of North Carolina ecotypes of ANGE, PAVI,and RUHI is available from Ernst Conservation Seeds,Meadville PA 814-336-2404
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6464 SF _ SHALLOW WATE
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ALLOW LAND OW WATER WATER S + a
5540 SF _
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r; SHALLOW LAND 4882 SF
SEA WYNDE PLANTATION BMP 2 SEA WYNDE PLANTATION BMP 4 -�
PLANTING LIST PLANTING LIST
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SYMBOL LABEL BOTANICAL NAME COMMON NAME SIZE RATE QUANTITY COVERAGE SPACING SYMBOL LABEL BOTANICAL NAME COMMON NAME SIZE RATE QUANTITY COVERAGE SPACING
I SHALLOW WATER EMERGENT RANTS i SUBMERGED HALF OF'WATHR QUALITY SHELF) ; SF SHALLOW WATER BVERGENT PLANTS(SUBMERGED HALF OF WATER QUALITY SHELF) 1 5 SF
e:
ALSP ALISN'A SPP WATER PLANTAIN PINT 1 RANT/1.95 SF 569 1,109 1.5'O.C.TRIANGULAR RANTING ALSP ALISMA SPP. WATER PLANTAIN PINT 1 PLANT/1.95 SF 663 1,292 1.5 O.C.TRIANGULAR PLANTING p REVISIONS
o
7 CLJA CLADILIM JANV ICENSE SAWGRASS PINT 1 PLANT/1.95 SF 569 1,109 1.5'O.C.TRIANGULAR PLANTING CLJA CLADIUM JAMAICENSE SAWGRASS PINT 1 PLANT/1.95 SF 664 1,294 1.5'O C.TRIANGULAR PLANTING z
0
.� POCK POIVIFDBRIA COF2LIATA PICKEREL WE® PINT 1 PLANT/1.95 SF 853 1,662 1.5'O.C.TRIANGULAR PLANTING POC:O PONTEDE7RIA CORI]ATA PICKEREL WEED PINT 1 PLANT/1.95 SF 995 1,939 1.5 O C.TRIANGULAR PLANTING
_L SALk SAGITTARI LATIFOLA DUCK POTATOE PINT 1 PLANT/1.95 SF 853 1,662 1.5'O.C.TRIANGULAR PLANTING SALA SAGITTARI LATIFOLIA DUCK POTATOE PINT 1 PLANT/1.95 SF 995 1,939 1.6 O.C.TRIANGULAR PLANTING o
N TOTAL 5,542 !. TOTAL 6,464 a
SHALLOW LAND HERBACEOUS PLANTS l UPPER HALF OF WATER QUALITY SHELF, FREQUENTLY SUBMERRGED) e SHALLOW LAND HERBACEOUS RANTS(UPPER HALF OF WATER QUALITY SHELF,FREQUENTLY SUBMERGED)
z
o
ERF EUPATORIUM FISTULOSL M JOE RYE WEED 1 GAL 1 PLANT/13.86 SF 60 831 4'O.C.TRIANGULAR PLANTING ERA EUPATORIUM FISTULOSUM JOE PYE WEED 1 GAL 1 RANT/13.86 SF 66 915 4 O C.TRIANGULAR RANTING V)
c w
c. HIGF HIBISCUS GRANDIFLORUS VELVET MALLOW 1 GAL 1 PLANT/1 3.86 SF 60 831 4'O.C.TRIANGULAR PLANTING HIGR HIBISCUS GRANDIFLORUS VELVET MALLOW 1 GAL 1 PLANT/13.86 SF 66 915 4' O C.TRIANGULAR PLANTING
J HYE1 HYMB�OCALLIS EULAE SPIDER LILY 1 GAL 1 PLANT/1 SF 60 831 4'O.C.TRIANGULAR PLANTING HYEU HYMBVOCALLIS EULAE SPIDER LILY 1 GAL 1 PLANT/13.86 SF 66 915 4'O C.TRIANGULAR PLANTING
LOC LOBELIA CARDINALS CAROiNAL FLOWER 1 GAL 1 PLANT/13.86 SF 60 831 4'O.C.TRIANGULAR PLANTING LOCA LOBELIA CARDINALIS CARDINAL FLOWER 1 GAL 1 PLANT/13.86 SF 66 915 4'O C.TRIANGULAR RANTING
SHALLOW LAND SHRUBS(UPPER RAF OF WATER QUALITY SHELF FREQUENTLY SUBMERGED) SHALLOW LAND SHRUBS(UPPER HALF OF WATER QUALITY SHELF, FREQUENTLY SUBMERGED) � PROJECT#:07 4082 DATE:1/17/08
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�0 CLAI CLETHRA ALMFOLA SUNWE3RSWEET 3 GAL 1 PLANT/31.18 SF 12 374 6'O.C.TRIANGULAR PLANTING CLAL CLETHRA ALNIFOLIA SUMVIERSWEET 3 GAL 1 PLANT/31.18 SF 14 436 6'O C.TRIANGULAR PLANTING
DRAWN BY:JE CHECKED BY:DF
I ILGL ILB( GLABRA INKBERRY 3 GAL 1 PLANT/31.18 SF 13 405 6 O.C.TRIANGULAR PLANTING ILGL ILEX GLABRA INKBERRY 3 GAL 1 PLANT/31.18 SF 14 436 60 C.TRIANGULAR PLANTING
o IIVI ITEA VIRGIN#CA SWEETSPIRE 3 GAL 1 PLANT/31.18 SF 12 374 6'O.C.TRIANGULAR PLANTING ITVI ITEA VIRGINICA SWEETSPIRE 3 GAL 1 PLANT/31.18 SF 14 436 6'O.C.TRIANGULAR PLANTING TrME
BMP
SACS SAMBUCUS CANADENSIS ELDERBERRY 3 GAL 1 PLANT/31.18 SF 13 405 6'O.C.TRIANGULAR PLANTING SACA SAMBUCUS CANADENSIS ELDERBERRY 3 GAL 1 RANT/31.18 SF 14 436 6'O C.TRIANGULAR RANTING PLANTING
CALE
TOTAL 4,884 I TOTAL 5.404
GRAPHIC S
*Spacing is appropriate for full cover w hen mulch is not applicable. µv � WtlAu4 *Spacing is appropriate for full cover w hen mulch is not applicable. PLAN
0 30 60 120 k
v Plants are available from Coastal Rain Onservation Nursery, Inc. Elentor9,NC 252-482-5707 µ Plants are available from Coastal Plain Conservation Nursery, Inc. Denton,NC 252-482-5707
-f SHEET
� � with the preparation of this list. Ellen J.Colodney, MD.of Coastal Plain Conservation Nursery, Inc. assisted w ith the preparation of this list. "�""""" "" x Ellen J.Colodney,M0. of Coastal Plain)onservation Nursery, Inc. assisted p p � _ µ� W M
Seed of North Carolina ecotypes of ANIGE, PAVI,and RUHI is available from Ernst Conservation Seeds,Meadville PA 814-336-2404 Ernst Conservation Seeds,Meadville PA 814-336-2404
., Seed of North Carolina ecotypes of ANTE PAVI,and RUHI is available frdti4 _ w _
( IN FEET ) C4 * 5
_ - � ____w 1 inch = 60 ft.

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GENERAL NOTES
GENERAL SITE NOTES
1. ALL TREES ARE TO BE NURSERY GROWN, BURLAP AND BALL (B&B) OR CONTAINER. 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, E-C. THAT MAY
MINIMUM TREE SIZE IS 2 CAL. (MEASURED 6'° ABOVE THE ROOT BALL). BE REQUIRED.
2. REMOVE ALL TREATED OR PLASTIC-COATED BURLAP, STRAPPING WIRE OR NYLON TWINE 2. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT SHOW EVERY
FROM ROOT BALL. AFTER SETTING IN HOLE, CUT AWAY TOP AND SIDES OF WIRE BASKET, OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED FOR A COMPLETE AND WORKING SYSTEM.
IF ANY.
3. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED
3. INSTALL TOP OF PLANT BALL EVEN WITH OR 3" ABOVE EXISTING GRADE. WITH THE PROJECT AS SET FORTH IN THESE PLANS.
4. SET TREE IN VERTICAL POSITION PRIOR TO STAKING. 4. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION 0= ALL
PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE ENGINEER UPON COMPLETION OF THE
5. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. PLACE 6" OF SEASONED PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE OWNER.
MULCH OR PINE NEEDLES AROUND BASE OF TREE, 6" DIAMETER MINIMUM. 5. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR,
6. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH BURLAP OR TREE WRAP PAPER DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. "o G A:?
NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF 'C`A O
(OPTIONAL). SECURE NEAR TOP AND BOTTOM WITH HEMP STRING ONLY. THE OWNER. Q- ���6 1ov,
7. TREE BRACING STRAPS ARE OPTIONAL, USE POLYPROPYLENE WEBBING ONLY. NO WIRE OR 6. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS ROPE TO BE IN DIRECT CONTACT WITH THE TRUNK. REMOVE ALL TREE STRAPS AND TRUNK WRAP AFTER ONE GROWING SEASON. OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE 28
PROJECT SITE ON A DAILY BASIS.
y
I 8. ANY TREE PROPOSED FOR PLANTING ON THE STREET RIGHT-OF-WAY MUST BE APPROVED 7. THE CONTRACTOR SHALL VERIFY LOCATIONS DEPTHS AND SHAPES OF EACH WETLAND LEVEL BEFORE BIDDING IN ADVANCE BY THE CITY ARBORIST AS TO SPECIES, SIZE, AND LOCATION. AND INSTALLATION. �)?A M
�®
9. GUY WIRES ARE NOT PERMITTED IN STREET RIGHT-OF-WAY. 8. CONTRACTOR SHALL EMPLOY LATEST TECHNIQUES FOR CATTAIL CONTROL AS SPECIFIED BY NC STATE EXTENSION
10. TREES LOCATED IN LAWN AREAS ARE TO BE SURROUNDED BY A MIN. 6' DIA. CIRCLE OF SERVICE BULLITENS AND OTHER DOCUMENTS. PRELIMINARY NOT
PiNESTRAW MULCH, 6" THICK. RELEASED FOR
CONSTRUCTION
PLANTING NOTES
1. ALL PLANT MATERIALS TO COMPLY WITH AMERICAN STANDARDS FOR NURSERY STOCK ANSLZ60 O
SET FORTH BY THE AMERICAN ASSOCIATION OF NURSERYMEN. ALL TREES ARE TO BE FREE OF
CUTS, BARK BRUISES AND DAMAGE.
2. SUBSTITUTIONS OF SPECIFIC PLANTS CAN ONLY OCCUR WITH PRIOR WRITTEN PERMISSION OF ca
C6 BOTH OWNER AND LANDSCAPE ARCHITECT.
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3. ESTABLISH BED CONFIGURATIONS TO MEET SIDEWALKS, OTHER BUILT STRUCTURES AND THE a GCt
fv PROPERTY LINES. a
4. PREPARE PLANTING BED ACCORDING TO SPECIFICATIONS AND INSTRUCTIONS OF PLANT SUPPLIER.
CONTRACTOR IS RESPONSIBLE TO BRING CONFLICTS BETWEEN SPECIFICATIONS AND PLANT o
INSTALLATION INSTRUCTIONS TO OWNER OR LANDSCAPE ARCHITECT IN WRITING.
I r PLANTING SPECIFICATIONS '
5. SIX INCHES ( 6") MULCH LAYER OF PINE NEECLE STRAW AND IS TO BE CERTIFIED TO BE FREE U
OF WEEDS AND NON-NATIVE INVASIVE INSECTS AND THEIR LARVAE. �I�/
C SOIL PREPARATION W -+ Z
r 6. ALL DISTURBED LAWN AREAS THAT ARE NOT INCORPORATED INTO PLANTING BEDS ARE TO BE S
REGRADED AND RESEEDED TO MATCH EXISTING GRASS VARIETY ON SITE. SEED MUST BE 1. THE CONTRACTOR SHALL DISC OR ROTOVATE ALL SUB-GRADES BENEATH AREAS REPRESENTED BY DEEP POOLS & �; 2
FOREBAYS, WETLAND SHALLOW LAND AND WETLAND EMERGENT LAND AREAS PRIOR TO FINISHED GRADING WITH TOPSOIL. O
to
SURVIVABLE AT TIME OF RESEEDING.
W
7. AREAS DAMAGED BY ACTIVITIES OF THE LANDSCAPE CONTRACTOR TO BE RESEEDED/REPLANTED 2. PRIOR TO PLANTING, THE PROJECT MANAGER SHALL CHECK THE QUALITY AND COMPACTION OF TOPSOIL I DEPTH) AND �°
Y' AND REPAIRED AT NO ADDITIONAL COST TO THE OWNER.
\� SUBSOIL (8" DEPTH). � ` � �
8. ALL DECIDUOUS TREES SHALL BE LIMBED UP TO 6° IN HEIGHT FOR PURPOSES OF CLEARANCE 3. AT THE TIME OF SEEDING, SOILS SHALL NOT HAVE A MEASURED COMPACTION OF GREATER THAN FIVE POUNDS PER
AND SECURITY. SQUARE INCH BASED ON LANG OR CONE PENETROMETER READINGS; IF 50% OR MORE OF THE PENETROMETER READINGS
ARE GREATER THAN 5 POUNDS PER SQUARE INCH, THE CONTRACTOR SHALL DISC OR ROTOVATE SAID AREAS AS NEEDED
' 9. IF ANY TREES DIE DUE TO CONSTRUCTION ON SITE THEY SHALL BE REPLACED AT THE TO REDUCE COMPACTION.
CONTRACTOR'S EXPENSE IN ACCORDANCE WITH LOCAL ZONING ORDINANCES AND WITH APPROVAL
OF THE LANDSCAPE ARCHITECT.
4. THE PROJECT MANAGER SHALL RECHECK THE SOIL COMPACTION AS DESCRIBED ABOVE AFTER TILLAGE; TREATMENT SHALL °
BE REPEATED UNTIL 90% OR MORE OF THE PENETROMETER READINGS ARE LESS THAN 5 POUNDS PER SQUARE INCH. o
10. ALL TREES AND SHRUBS SHALL BE GUARANTEED TO BE HEALTHY AND TO SURVIVE THE FIRST ct
T 5. THE CONTRACTOR SHALL CLEAN-UP REMAINING MATERIALS, DEBRIS, TRASH, ETC. IMMEDIATELY AFTER ALL WORK IS YEAR AT JOB SITE. COMPLETE AND REPAIR ANY DAMAGES CAUSED DURING THE COMPLETION OF THE WORK.
11. ALL TREES SHALL BE CERTIFIED NURSERY GROWN: BURLAP AND BALL (B&B) OR CONTAINER. EXECUTION
SCARIFY AND UNTWIST ANY CIRCLING OR GIRDLING ROOTS FOUND IN CONTAINER GROWN PLANTS.
12. REMOVE ALL TREATED OR PLASTIC-COATED BURLAP, STRAPPING WIRE OR NYLON TWINE FROM 1. THE TIME FRAME FOR PLANTING SHALL BE LATE FALL OR WINTER (NOV. - FEB.). TUBERS, PLUGS, AND LIVE STAKES SHALL BE $
ROOT BALL. AFTER SETTING IN HOLE,CUT AWAY TOP AND SIDES OF WIRE BASKET. ANDTED WET MESIC BY DEED GM XIN DRILL OR HAND BROADCAST SEEDING TECHNIQUE SHALL BE EMPLOYED USING THE SPECIFIED MESIC
ILIO
S .
13. INSTALL TOP OF PLANT BALL EVEN OR ONE INCH ABOVE EXISTING GRADE. 2. DRILL SEEDING SHALL BE CONDUCTED PARALLEL TO CONTOURS WITH A GRAIN DRILL OR NO-TILL PLANTER.
C
14. SET ALL PLANTS IN VERTICAL POSITION PRIOR TO STAKING. �
,i 3. UNDER SATURATED SOIL CONDITIONS, MECHANICAL BROADCAST SEEDING, OR HAND BROADCAST TECHNIQUE SHALL BE EMPLOYED.BROADCAST SEEDED AREAS SHALL BE ROLLED, DRAGGED OR RAKED PARALLEL TO CONTOURS WITHIN 24 HOURS,
15. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION.
, OR AS SOON AS x
SITE CONDITIONS ALLOW. O
0
(OPTIONAL). SECURE NEAR TOP AND BOTTOM WITH HEMP STRING ONLY.r 16. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH BURLAP TREE WRAP PAPER 4. IMMEDIATELY AFTER SEEDING, CRIMP 1" MESH BIODEGRADABLE EROSION CONTROL MATTING ON ALL SLOPES GREATER THAN OR
�
EQUAL TO 2.5 FEET HORIZONTAL TO 1 FOOT VERTICAL.
17. TREE BRACING STRAPS ARE OPTIONAL, USE POLYPROPYLENE WEBBING ONLY. NO WIRE OR ROPE
SHALL BE IN DIRECT CONTACT WITH THE TRUNK. REMOVE ALL TREE STRAPS AND TRUNK WRAP 5. IMMEDIATELY AFTER PLANTING IS COMPLETE, CONTRACTOR SHALL SPREAD STRAW OVER PLANTED AREAS AT A RATE 12 - 15 BALES
AFTER ONE GROWING SEASON. PER ACRE.
0
J 6. THE CONTRACTOR SHALL CLEAN-UP REMAINING MATERIALS, DEBRIS, TRASH, ETC. IMMEDIATELY AFTER ALL IS COMPLETE AND REPAIR 18. STAKES AND ASSOCIATED GUY WIRES ARE NOT PERMITTED IN STREET RIGHT-OF-WAY. ANY DAMAGES CAUSED DURING COMPLETION OF THE WORK. mow,
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19. TREES LOCATED IN LAWN AREAS ARE TO BE SURROUNDED BY A MIN. 6' DIA. CIRCLE OF 7. THE PROJECT MANAGER SHALL BE PRESENT DURING EXECUTICN TO ASSIST WITH PLANTING ZONE LAYOUT, INSPECT SEED MIXTURES
PINESTRAW MULCH, 6" THICK. AND OBSERVE PLANTING TECHNIQUES.
c 20. ALL PRUNING SHALL CONFORM TO THE METHODS SET FORTH IN THE CURRENT EDITION OF THE RECOMMENDATIONS A
TREE SHRUB AND OTHER WOODY PLANT MAINTENANCE - STANDARD PRACTICES OF THE PROJECT#:07-4082 DATE:1/17/08
AMERICAN NATIONAL STANDARDS INSTITUTE AND CITY OFFICIALS.
1. THESE DETAILS AND SPECIFICATIONS FOR CONSTRUCTED WETLAND AREAS SHOULD ALSO INCLUDE A FLASH BOARD OR STOP LOG
a.
STRUCTURE TO DRAW-DOWN WATER LEVELS AT PREDETERMINED INTERVALS AND TO PROMOTE GERMINATION OF THE EXISTING SEED DRAWN BY:JE CHECKED BY:DF
�r 21. ALL PLANTS MUST BE INSTALLED ACCORDING TO THE MOST RECENT LOCAL APPLICABLE CODES BANK.
AND ORDINANCES. TITLE
2. A MANAGEMENT SCHEDULE TO CONDUCT DRAW-DOWN, PRESCRIBED BURNING AND/OR MOWING, SELECTIVE HERBICIDING AND BMP
22. ALL ABOVE-GROUND UTILITIES & BOXES SHALL SCREENED WITH EVERGREEN SHRUBS. SUPPLEMENTAL PLANTING.
�J 23. PREPARED BEDS AND INSTALLED PLANTS SAUCERS SHALL HAVE POSITIVE DRAINAGE AWAY FROM a
� 3. EROSION CONTROL NOTES, A PLANT LIST AND PLANTING SPECIFICATIONS FOR ALL OPEN DRA"NAGE WAYS AND SWALES ONSITE IN PLANTING
�
i BUILDING, RETAINING WALLS AND OTHER STRUCTURES. ORDER TO PRE-TREAT RUNOFF PRIOR TO RELEASE INTO THESE CONSTRUCTED WETLAND AREAS. NOTES
a
a
j SHEET
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O
O C4 . 6

5FT� k3 q � = N D
_r ~ r 0 U
t'-- B BY THE ENGINEER MIN __ __ __CP ELEVATION OF STORMWATER _ — — — 00 O°
=43 AS DIRECTE 1.5 FT O--1 •� U
— _ _ _
1800 CU FT/ACRE �— #57 WASH_= MAX D
NOTES: 5 FT STONE �1 0 (T C,
MIN. 12-1/2 GA. 1. USE FOR DRAINAGE AREAS )1 2'� MAX DESIGN OF SPILLWAYS V) Q� ON
INTERMEDIATE 12' MIN.
EXISTING SLOPE
vnREs NOT EXCEEDING 5 (FIVE) ACRES. o y U
MIN. 10 GA. DRAINAGE AREA WEIR LENGTH I\ yl'S U (u DC
LINE WIRES FEN E F Rlc 2. EARTH BERM SHALL BE STABILIZED w/ SEEDING (ACRES) (FT) CLASS 1 RIP-RAP- T__TER FABRIC H w
'N ALL ro ECo D ACCORDING TO TRIANGLE SPECIFICATIONS. FILTER 1 4.0 VARIES ~
CROSS SECTION FABRIC 2 6.0 D t 3
GRADE 3. USE CLEAN COMPACTOR FILL MATERIAL FOR EARTH BERM. 3 8.0 V7
OVERFILL 6" 4 10.0 '--I
million DESIGN FOR SETTLEMENT 1 5 12.0 SIDE VIEW
SETTLED 2t„ DIMENSIONS SHOWN ARE MINIMUM
TOP MI„v pr
I' FREEBOARD EXISTING SLOPES FJOTE: IiWIIIIIIIIIII4
G HEIGHT & WID DETERMINED BY
10 FT MIN EXISTING TOP03:;APHY AND
FRONT �� 1._t T g° p ., 2:1 SIDE SEDIMENT STORAGE REQUIRED. �n SLOPE MAX VARIES V 1
5 FT o ° KEY RIP RA= ';i0 THE DAM
STEEL POST MAX FILL o - $` o FOR STABIL'-_ION.
WOVEN WIRE FABRIC FILTER � 1:1 SIDE SLOPE i 1 •
SILT FENCE GEOTEXTILE FABRIC FABRIC MAX _
NOTE- - o NATURAL y:
3 FT GROUND NOTE: EEBE A�&.�,
-USE SILT FENCE ONLY WHEN DRAINAGE AREA of FILL SLOPE MIN BAST IZES y'�'ja '• •�Y WEIR',}'';;,:.,
DOES NOT EXCEED 1/4 ACRE ANO NEVER W • FOR REPAIR OF SILT t� �•"�''''"'••�= +• '�•-°:'•`�'i�'�`� ?aa KEYED RIP R,=
AREAS OF CONCENTRATED FLOW cv z FENCE FAILURES, USEN. Qit:: •• y;aA:Rd•:• < ',Q;;l:lR,•ad
FENCE
E WASHED STONE. '
•
-END OF SILT FENCE NEEDS -C 3E TURNED UPFYLL FOR ANCHOR WHEN SILT MAINTENANCE 57 WASHED STONE T
GRADE FENCE IS PROTECTING # v 1
CATCH BASIN. -
INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL `A
6'NMI.COVER DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN �W MEW -
0 O%ER SKIRT• A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
I � —
REVISIONS CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM —
ANCHOR SKIRT AS REVISIONS OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN REVISIONS EXISTING � -�
DATE DESCRIPTION oIREOTm BY , DATE DESCRIPTION GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. DATE DESCRIPTION - E
tl( STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER 10/86 NOTE ADDITION M.H.D. P SEQUENCE
�++ CONSTRUCTION WITH SEEDING. 4/96 ADO SPILLWAY CHART G.M.A. -
STANDARD TEMPORARY SILT FENCE
1 TEMPORARY SEDIMENT TRAP 3A CHECK DAM 6
COARSE AGGREGATE 5' MAX. STREAM CHANNE_
1/2 DIAMETER OF PIPE EARTH FILL COVERED BY +' SANK HEIGHT 1
2' MIN 2' MIN OR 12" WHICHEVER IS 6" DEEP LARGE ANGULAR ROCK ■I ■I �, I AEI 1 I
GREATER ■ 1 .0 9"y�
COMPACTED u I yl, I 1 I'I / III "'I
I I ' �I SURFACE FLOW
FILTER FABRIC 0 �'�► �"'�:,,`.` • / I I �/ �I DIVERSION
03 —
_ _ �_ �• •. III
STEEP CUT OR FILL SLOPE _ — _ — —I I I I II ••1�� •Q~
.I
3:1 SLOPE (MAX) - ((�II I I- �1 'Iw �I i•�• � •••�i••0��• •• • � `-�
CAPACITY OF PIPE CULVERTS — 1
l`'
—I I 1—I 1 1—'
STABILIZE
DIVERSION
ON DITCH TOGETHER = BANK FULL FLOW ._},v•., •• uy„ I / °� ` /�p;�� �'d A
CROSS I�CY�T7/1►1 AND EROSION CONTROL ELEVATION
F..�Low`: 1F' �ry °
3 .V�J6a7 NErnNG - — EARTH FILL COVERED BY ' / �JI (o}. 9,1
r m 4 _5 1 e
a4•_. LARGE ANGULAR ROCK ' �/ STONE APPROACH SECTION
COARSE AGGREGATE 5:1 MAX. SLOPE ON ROAD ' /-j
��- STONE OVER
p�jp p NOTES: ♦ FILTER CLOTH
0.00 CPO �• 4.08 0 0. O o 0,0 000'ppoo o A•o � �a
O O o0 O 0 o O O p p. 00 0 1.CLASS B STONE - MINIMUM DEPTH OF 24"
POSITIVE GRADE '..0% VAX. ° OO ° o °o 0 00 ° ° ° O ° °p o o0.9000
O o°O°O O °o °'°o Oo °O°00 $ O O O O O O ° p 2.UNDERCUT FOR STONE PLACEMENT ���q
UPSLOPE TOE z ° p o 0p, O O Q 0,00 O°O o p ° .O p q 0 ° Q SURFACE
0 .O O 10 .00 o O O 0 •00 0O ° 0 o Op 0 ° O °0°0°0' °O 0 DIVERS';C•
N o° ° �..o °00'.O 0 °000 0'0 0°.0:0 O 0.. o O. ,0.0. o..0.o
°Oo o° o ° o o°.o °040 °0°.0 0 0° '0 'd a o 0 0 PRELIMINARY NOT
E SIDE SLOPES °0 o O o O o 0 O .O 0 o b•- o O•o O 0 o� p o Do �v0 II , I ORIGINAL STREAMBANK
I RELEASED FOR
0 0 0 A. o. o° o o, ° CONSTRUCTION
3 1 (MAX.) p o 00- 0 00 0 00 O° 0 0.0 0 0 00 1
\\\ \\\ \\ \\\ \\\ \\\ \~\ \\\ �o-s'�°�o°O°� O ° O O°° 90 0 °O O ° 0°0 0 °o O oo°. o ••
\\ \\\ \\ \\\ \\\ \\ \\\ \\ \\ �-vv o ° ° o ° ° � ' O °' Opp 0�'
a_ STONE
STEEP CUT CI< F,__ _ •:['. t;.. .,-:=.;" t � e4�.,mn.o.p
REVISIONS 'STREAM CH�NNr;. 25'
REVISIONS MINIMUM �SfR•' +�:•.+ REVISIONS
DATE DESCRIPTION TOP OF BANK rz MINIMUM FILTER CLOTH
DATE DESCRIPTION :• TOP OF BANK DATE DESCRIPTION
PLAN V1El�f
Ui
L..i
DIVERSION DITCH 9 TEMPORARY STREAM CROSSING 11 A TEMPORARY STREAM CROSSING OPTION 11 B O
�:
UPSTREAM END OF
j STORM DRAIN OVERFLOW A
50' MIN. NOTES: U
p 1/3 PIPE BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
0 : v `n DIAMETER SEDIMENT ON SITE
TO ENSURE CONSTRUCTION ENTRANCE IS USED. 0.
V STANDARD METAL POSTS 2'-0" IN GROUND O D ', n d: D: _ >"
o' `r,` 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT rl
-� �"''i :...,�•,•t;';j `=;.1;,+ ;;-a•::-;;''t`wti.;.� THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL-
oil
J o D'. m ^:r' --'2 -3' STONE TO BE USED+1+'^ ING OVER THE STONE, THEN THE TIRES OF THE a 9 va
GALVINIZED :.t 25' OR WIDTH OF VEHICLES MUST BE WASHED BEFORE ENTERING THE J �1
HARDWARD WIRE �T���.- ° EXISTING .,,(SURGE STONE OR RAILROAD%.` PROPOSED STREET, �1 (�
BURY BOTTOM �• �� ROADWAY ,..BALLAST)`:" " " ^'- "' PUBLIC ROAD. N
EXTENDS TO ' `.'. WHICHEVER IS �n
I TOP OF BOX OF PLYWOOD ',` '� :`; ';:•�� `L. GREATER. g104 00
CCI U
PLYWOOD v� Z
NOTE: ALL PARTIALLY COMPLETED STORM DRAINS 3/4" EXTERIOR � "'•''`` " '
SHALL BE PROTECTED AT THE END OF
c. •o n ,
EACH DAY IN ACCORDANCE WITH THESE � �i/ � � � �qq O
DETAILS. STEEL FENCE PLYWOOD INLET PROTECTION m 4 cn
{. POST (TYP.)
a E� y
• _-REAM END OF OVERFLOW
STORM DRAIN ]
O
z
—� It II !I s 1/3 PIPE
p. • _� II II II > •:o DIAMETER 35' MIN. 15' MIN. NEW CONSTRUCTION
II ii p. n EXISTING ROADWAY h
O� 0 o 6s a
U
(}eOOW 0 °' dCD WASHED.STONE FILTER a D: hs 6' MIN.
�.. . ...•s . .. .; 12" MIN.
O
--� ACROSS PIPE INLET p
�---�
# 57 WASHED STONE PLACED TO q rt LT � LT � � ( FABRIC UNDER STONE
HEIGHT OF 12"-18" MIN. ABOVE
l (( 1 (( \ ( HARDWARE CLOTH
TOP OF BOX REVISIONS II I, II IJ I I u REVISIONS
REVISIONS m.
DATE DESCRIPTION DATE DESCRIPTION U U U DATE DESCRIPTION CROSS SECTION
Y)
STONE FILTER INLET PROTECTION
STANDARD CATCH BASIN/YARD INLET PROTECTION 14 PIPE INLET PROTECTION (PLYWOOD AND STONE) 12 CONSTRUCTION ENTRANCE 7
REVISIONS
z W TYPICAL RIP RAP CHANNEL
C: _ _
� 4 to 12
Q
3:1 SLOPE
'—FILTER FABRIC OR
GRAVEL BEDONC L FILTER FABRIC OR (MAX)
ti GRAVEL BEDDING
' oACAenI Vic'—SHAPED WA'ERWAY WITH STONE (E11iTER DRAIN TRAPEZOIDALSUPPORT POST, z
a SHAPE BULLDOZER) INTO BOTTOM AND WIRE STAKE TO SUPPORT O
rn
NOTE, SUPPORT ROPE OR SIDE p�
WIRE TO PREVENT R
z TO BE USED WHERE EXCESSIVE STORMWATER SAGGING
T VELOCIITIES PROHIBIT VEGETATIVE LININGS.
SIZE OF STONE MUST BE DETERMINED BY a PROJECT#:07-4082 DATE:1/17/08
� N APPROPRIATE DESIGN PROCEDURE.
d DIMENSIONS FOR d & W VARIES ACCORDING
00 TO DESIGN. DRAWN BY:JE CHECKED BY:DF
4" to 12"
18'• RIP RAP DEPTH AS PER DESIGN OR REFER TO
TITLE
6" <`' FILTER FABRIC OR TABLE.
0 GRAVEL BEDDING
�^ TABLE HEIGHT = OUTLET HEIGHT +6-12" SEDIMENT AND
COIR MESH OR SIMILAR MATERIAL
V
700 G/SM MIN., EROSION CONTROL
STCNE CLASSIFICATION RIP RAP DEPTH STAPLED OR TRENCHED INTO
:--PED F` MOTOR GRADER) A 9" BOTTOM AND SIDE U DETAILS
c B 18"
REVISIONS CLASS 1 24"
�I DATE DESCRIPTIC CLASS 2 24"-36"
�? SHEET
POROUS BAFFLE DETAIL
C93
RIP RAP LINED CHANNELS 10
0

® GENERAL NOTES:
m FRAME, GRATE AND HOOD
v BACK OF CURB p M 7�O M in �O
�-p SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. i /p ®.® Z • CCI O •-- M O
X PROVIDE ALL CATCH BASINS OVER 3'-8" IN DEPTH WITH STEPS 12" } ~--) S o 1;n '~ p N O
¢ <• EXPANSION JOINTS N l� O O V
C ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.68. Q H� , �" Z 6„ E f.Q +�-' N , ,
r--t-n a]N _ TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC PWR, 2" KEYWAY, OR #4 BAR DOWELS AT Fz,•,0(xr3 C. A H o 4'-6" 4'-6" ¢<3 V 00 00 00 r-f
m Z -1 Y v.:.?p. o o ::o' Y p yy - 12" CENTERS AS DIRECTED BV THE ENGINEER. LL J a i I m m O'n #4 BARS "V" 6" 6r, H Q(=D V a
r r .{ D v•_ A L: _ USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O0 N x H z I=> E L SPACES STD. 840,03 FRAME, LL J 0 r-4. � t••1
=O C�(7 0• - - -- _ c• IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q Z LL O O C7 1 Y2" 1 '> GRATE & HOOD o o(n 3 �
:. m in 6 . .a AS SHOWN ON STD. NO. 840.00. p _-T1 Z A m 3" W Q Z U.
F-(7� • 01
Z t=-1-or p o v - - - - B" ,o B 6" s USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. F¢-=F-z W Z=cn�O1 \ F-U (xr.3 n U •• U
60p, Q. I c.. D u FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER O�LL 0 J - O rrt - \ �O i! F _�z W , N
= z o, • , 6..0 8-0 TO 16'-0 IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST O O p n �z - y i CO f-�0 J V ) • H �S r
p . , o o. QUANTITIES ACCORDINGLY. .]7.-♦ R W (Atu p.� O
r�-1 V ap v�:p.:°a ., CONSTRUCT WITH PIPE CROWNS MATCHING. z H C D V =a R ?a 61
On Z ca CC
O
CD o PLAN SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". d-[] (A H y m m PLAN `--
SECTION X-X DRAWING NOT TO SCALE. m LL W O
z X ' � Z d -+ U. CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES ~ 1
TOP ELEVATION
�w TOPELEV_ �
USE ON FLAT
TOP ELEVATION
M GRADES 28c AND UNDER
\`. EXPANSION JOINT
SEE11E GRATE AND H000 STEPS - STD. NO. 840.66
SEE STD. 840.03 STEPS - STD. NO. 840.68 _ _ - i •
g_y !a A 6" _ - - __ S EXPANSION JOINT 3 -O It I r �I ' a DEPRESSED GUTTER LINE
I I 1
TOP ELEvanoN -- -- -- - PLAN OF TOP SLAB SECTION S-S �^ 1 Z _ �� _ ac m
n �? m `�"°"s a �O Z O �zj ELEVATION it
Z Fi .,. o v. B CO Z N NORMAL CURB AND GUTTER ON LIGHT GRADES 1L •
uj C') IA
o = a H m NORMAL GUTTER LINE a LW
0 8„ 8' �. G 6" ~ m a N m = 6rr EXPANSION JOINT ►-r •
SECTION Y-Y e^ o.. � •o• Q ' RI m E #e "w" BARS #a BAR s" pp n- r
~ V 1
D ;o D D = a " „ - 8, TOP = a
= m z :. O = m 04 BARS V USE ON GRADES YER 2% ELEV.
°.' Q. QIt m zz & EQUAL SPACES - p V v RISER HT. v'
A v VARIES o+ -� - - .?- o .•°' Q C a io I - - - DEPRESSED GUTTER LINE Q Ln
m 6r p � EXPANSION JOINT 6-0" ¢
c r.' . .. j (TI
c � v
C) p s" SECTION J-J ". . .;,'a.g o Q W BARS "U„ 11�2 6" i r O r, I p
v #a z
'WHERE 30" TO 36" PIPE IS USED ~ ~ = m ¢ W =
D ?° SEE NOTE) SECTION M-M m W - ,.., > DOWEL ELEVATION
WHERE 42" TO 54" PIPE IS USED N m a Z SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES m cV
m x O T
CA Z WHERE 30" TO 36" PIPE IS USED MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER) * H Z
y +� RISER HT. N Z O �
Z m VARIES , o.� n DIMENSIONS OF BOX AND PIPE TOTAL TOP CONC. IN BOX DEDUCTIONS
�: .a•° o -J O N COVER CU.YDS
Z O J o I J Z (� Z m0 PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DI ION BARS-U BARS-V BARS-W TOT.00 ONE PIPE J O
-- - -- - -- - - .. .. .;. .. D A B C G H FOB YIBIMM
MENS ��� CD
o o 0 o W E F N0. LENGTH N0. LENGTH
M NO. LENGTH LBS. SLAB SLAB Z
al 8 .o.__z g. �.•o.• 0 12 3 On 2' 2" -- 2` " HEI9R H C.M. R.C.
" p•'. o;f �j A " 15" 3'-0" 2'-2" 3'-0" 0 829 0 023 0.036
0.235 W
A 0.235
18" 9'-0" 2'-2" 3r_3rr
24" 3'-0" 2'-2" g'_g" 0.235 0.887 0.033 0.049
0.235 1.001 0.059 0.085
30" 3'-0- 2`-2" 3'-4" 4'-3" 1'-2" 4'-0" 4 1`-5" 2 3'-9" 3 3'-8" 39 0.123 0.321 1.433 0.092 0.127
i p 0
° I 36" 3'-0" 2'-Z" 3'-10" 4'-9"I .. : _ 1'-B" 4-0' 4 1'-11" 3 3'-9" 9 3'-9" 43 0.161 0.358 1.714 0.132 0.176
WHERE 42" TO 54" PIPE IS USED p p:. p :. �:p•:°:o'.:o °.o °.'v 42" 3'-0" 2'-2" 4'-5" 5'-3" 1'-5" 3'-2" 4 1`-8" 2 2`-11" 3 2'-ti" 32 0.112 0.318 1.738 0.180 0.249
DETAIL SHOWING METHOD
48" 9'-0" 2'-2" 5'-0" 5'-9" 2'-0" 3'-2" 4. 2'-3" 3 2`-ti" 3 2'-11" 35 0.145 0.352 2.052 0.235 0.317
SHEET 1 OF 2 SHEET 2 OF 2 54" 3'-0" 2'-2" 5'-7" 6'-3" 2'-7" 3'-2" 4 2`-10" 5 2'-iT" 3 2'-11" 4i O.t80 0.386 2.387 0.297 0.401
SHEET 1 OF 2 OF RISER CONSTRUCTION PLAN PLAN 840.09
/� SHEET 2 OF 2
840.0211140.02 840■02 * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840.02
vm �m t0-tM z0 � CAp�
rr r--r
-� „ r r, rr „ r, ¢ ,.-, z DETAIL SHOWING TYPES OF GRATES 2 1->- 0
<, 43 NOTE: USE TYPE E , F AND G GRATE = - Q <,
�o(°j� UNLESS OTHERWISE NOTED. �d° Q I- ao O 2' 1144 ¢Q
D H 0 cv Pl -�1I�- P z pC x(j D M p USE ACCORDING TO WATER FLOW. ,r ¢ 3.
IT10m�-I - �_I LL J1-4 aHZ CD
m0-n-1� B 11�2 H°�(�c� S
t-+z-�=> B ^ cc o o m x ,... -i > -�- LL J o I--, 2S8
r!)07D0-� T1� W¢zLL )0700-i rr rt n r, n n Otto z U L
=m mo 21,8„ 21,rr Q c�Q o _-n Z r^ TYPE G TYPE E TYPE F A A r, W¢¢LL i ® �i
x o t:-x�z�' xmoo - - 1 I 9%g i--c�wo(� 4 � 0(R ®�� '
p=70
DZ SECTION - LL SECTION - NIN p¢O�Q C� �H~OW
� - - p ox i =�Z
I D D �� z 1'-I �D D -•- WATER FLOW -�- SAG WATER FLOW -E- -' T r, o o"<
3 v M A ALIGN FRAME WITH INSIDE r 1 „ H >> I 9/g z
���UTI PRELIMINARY NOT
m L-
1n~ , vo EDGE OF WALL TO ALLOW j -.�a y �-r� O~ ------ - - - - - - -- - --- -- - ----- -- - - - - --- � HH
z �� FOR VERTICAL ADJUSTMENT) c " e y cT o z a o RELEASED FOR
-�C� WALL SECTION °.'o T-�L`- rJ�- B 1 n 1,�/„ r G
�i `Y CONSTRUCTION
�-T -
��n SECTION - BS T - - - - - - --- - - - - - --- - - -
SECTION - PP SECTION - NN � � � �� SECTION B-B
B -
4"
m - - ----- - - - -- - - ----- --...----------- - -
I..... m PLAN -'-� -
L3 m FRAME,GRATE, 8 HOOD ASS'Y J v _`� - " Dt rzi O •A m 1 4 a 21�n z
z rc)` N O O m z WATER FLOW - SAG WATER FLOW m CO
j
m H 6" 2'-O" 6" = C = m F-I SECTION A-A U. O m
mcl, _ _ - Z = m0 � _ _
O" = 3'-0" - 1�" _QD Z H Z = TYPE rrFrr L---TYPE "E" TYPE nG„ TYPE - E rz-t G FV •
z 0 � n\ _ a °J cc
> zco > K -�( i rr - p n p � A z �, RAISED FLOW ARROW „ 0 Q V A
;V z "� D L M N N N �` cc CO) Q z -1 D RAISED FLOW ARROW 2 " /err HIGH 2� O y Q
m N a SECTION - AA o z D N o 11s" HIGH -'-1 p - _ Q W o 0
,�.� V
� � z a ¢ m � O D Z ~ Q a
v v Q a F- a
A D L M � 7" ° ccl) C7 a D O O , I x 11/2,r T T' F- (A
J R1AME PLAN N x n O F-I ''/2 - _ z �t.l
n z SECTION - JJ N C7 z T 1 rr ///� O iw'`1
,�..1 = .�". O �,s r, - " 3'-0%8,r rj r' J W _ .� �i /8 a !✓ �$" a�j`� Fy-1 W W M W d-
CA Q -n '�4 t1�„ 1 n It
C, O
u O O -,I � � � R 3" R z = = D Q O Q• 11 ,° 1 " POM4
N
CA 0 _ ¢, -T - - -- - - - _ -� W W DC H 6 1 " ! n ! 1/8 i, �L i lt"R Z Q m y Ct 0 U
Z " fi,r 2, Orf srr T , u- Z 2'-11 " '� 1�4 r 2'-11 " 2 /8° W V. L(J ►�1 �,
•r.y T s" 6.« 1� n`rr r r r � 1/2" y ^ , \1/1 O y Lr
3 ° 3'-0" �3W vp
" O�q�n '4 r �2" �}i-YL I� 1�2'-X-4 /8n 11/211 N \i/ f-j O
I -- 1 " I ' "
SECTION - KK ! - �1 1 Lw /$ O
2-111 4 rr 4 SECTION A-A �"-- �I I,
SHEET 1 OF 2 R SHEET 1 OF 2 ET 2 OF 2 TYPE - F 0
r-; HOOD ELEVATION SECTION RR TYPE G SECTION A-A SHEET 2 OF 2 p ✓\ r-I
840.03 840.03184 .03 T 840.03 y I • .�
i7 1 n GENERAL NOTES: O p u p V 1
Y 2 WEEP HOLES HQ ( <� �11/2 3r-6n ~� �O u
USE CLASS "B" CONCRETE THROUGHOUT. ¢¢ N' Z rr = 1 it F ¢
p O O PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" z U I �•rma O 1 DEPRESSION C4 1 n 1 It
Z F=
m C m I IX�l CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. LL J 0 r-'t Z m Z m=-••II 1 r_7� rt , r u N�
H Z x OPTIONAL CONSTRUCTION - YOtN1LITHIC POUR 2' KEYWAY OR #4 BAR DOWELS AT p o(n x , , .� Zy 8 1 -77'8 , �.. F u-J a�z
0 12" CENTERS AS DIRECTED BY THE ENGINEER. ir T O o x
,nomC-) X X WQZLL L70 n-I
_ I r
.n D m USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. F..U p _'Tl C>m - O W¢z u-
} y o 0 I IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, A� TO SLM ¢ F- H y =m m O = G G _ E E (,
i 0 LU6<00
Z' ' Or'n L -- +--- ---- -- As �10M#I ON sTo. NO. eao.00. w)-- o W z t.4 r T N \ 0 I �x Z UJ
L7 Z -- CONSTRUCT WITH PIPE CROWNS MATCHING. O O _¢ n= Z i _ th O �� _ _-_-_ I ____ - p LL J
v: m
D INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. z H D Du:nm 04 N 0 N 1-4
V - INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A d~-r - H 4 I z�-�' .N p r I POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. Q G7 O M
tr1 z CHAMFER ALL EXPOSED CORNERS 1". � Z - I a w W
O
SECTION G-G `N H
Y I DRAWING NOT TO SCALE. 1'_4�2n 1r_4�rr F�_I �
PLANr
WI11 GRATE a FRAME REMOVED 1'-7`�s° 1'-��8" PLAN OF FRAME r REVISIONS
c 0 CAST IRON O
0
BRICK COPING(INCIDENTAL) CD = N 0 -_.-
z TOP ELEVATION = r" z PLAN OF GRATING °°
=- cc
m Up. ~ H 17 2r-31/q" CAST IRON o 4 Z a -
r STD. 840.16 FRAME W r
-( z LL ¢ O
4 Z I-t d GRATE t-t
N M 6 A 6' B" B -#4 BAR it �••� FIL
-1 --I m ~ T p
IN i/8 It
m m z = 0x O O v In z „ 0 00
W I = I Q O O rr ,r 1 3'-334" 1 " yrr 2r-33rr 1" m rs.
O vL I 6„ O a� V! v 1�116 2 Q ?�
Mv Q W = CO > v %g" 1/8„ 1/8 a 1/ rr Z 0 PROJECT#:0�4082 DATE:1/1?/08
D DOWEL 0 W ~ � �! y I er rr I I n " I 8 - E-
N = oc N o c SECTION H- H 3'-2° �a 3i W ~
m Z Z �o SEE NOTE-/ DOEL(SEE NOTE) MAX. PIPE THIS SIDE - 18' m z T
2'-2rr I ,..1 CO DRAWN BY:JE CHECKED BY:DF
T
SECTION X-X SECTION Y-Y J z cl) z x
M -n (� O D m _ J I"( F- TITLE T
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)o W �"� v D 21/8tr _ 21/8 Z �+ STORM
- DIMENSIONS OF �X & PIPE CUBIC YARDS DEDUCTIONS FOR CD m T-1 3/" N N r " N N W N_ DRAINAGE
PIPE; SPAN I WIDTH !MIN. HEIGHT CONC. IN BOX ONE PIPE ,A CA 2 -1� � E
`O"�" " DETAILS hi
D A B H BOTTOM WALL PER FgIfnUOTALE C.M. R.C. r rr
"E'aff." 3 -6 2'-6" m .
" 3`-0" 2'-0" 2'-0' 0.222 0.222 0.692 0.015 0.028 (n Oa SHEET
6" 2'-3" 0.648 0.033 0.049 SECTION E- E SECTION F- F x
" 2'-6" 0.703 0.033 0.049
" 3'-0' 0.814 0.059 0.085
SHEET 1 OF 1 " 3'-0" 2'-0' 3'-6" 0.222 1 0.222 1 0.925 1 0.092 1 0.127 SHEET 1 OF 1 SHEET 1 OF 1 SHEET 1 OF 1
840. 14 840. 14 840. 16
840. 16 O C994