SW8150113_Approved Plans_20160318

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_ r.77
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oos ED E REVISIONS
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01
/ / ( F \ _ _ Date Description By
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k E E E E / E F E E E , \ E E E / �-/ / = R3 REV D GRADES
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k E E E E E F O ,- / R5 REV'D LOTS 91 dt 92
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i I E O so Fm SITE DATA:
' E 2 ..:.1..-...•.: \ � --C OWNER: AFTEW PROPERTIES, LLC
r� C c' SITE ADDRESS (PER NHC CIS): 5818 CAROLINA BEACH ROAD [---I
MH No. 2G /' r� -{ �- 5625 RIVER ROAD
SSMH No 2 \ RIM i.9 ���---� m p cs
Iv F k 8 RIM 20.7�` Co D -� NHCo. PARCEL No. R07600-006-010-000
(MH No. 2E �NV 14.15'INV 13.84 ��-i z PART OF R07600-006-012-000
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c. --o _, C� -� ZONING R-15 RESIDENTIAL DISTRICT
o r- / r� oo a� USE RESIDENTIAL DUPLEX & SINGLE FAMILY HI
SSMH No. 2D o / �� CDO O
E k E E F' f � RIM 21.35____ ---- �-'- -.� :. � W
1 Ui �� H No. 2C INV�f1.85 ' / \ tv D \ \ PROJECT AREA 35. 6 ACRES O
k k k I F IM 21.55 / G2 w w �3 \ \ C� / DISTURBED AREA 25.4 ACRES
1 E E F F : INV 12.45 ZJ / 2 _ c0) -
�-'l ��, 25
<r TOTAL No. OF UNIT PROPOSED 89 UNITS
W W
F F E f , SSMH No. 5A / {
24.2I E.. \ No. OF BEDROOMS PER UNIT 3
RIM \ \ / E E e PROPOSED IMPERVIOUS AREA W
/ INV E E t. 56 LOTS @ 3,500 196,000 SF
E E E E F l / y \ �k E E E E k E E O SF ,
� ;• O� Z �(� Z / �� E E E E E E E E E\ 33 LOTS @ 5,000 SIF 165,000 SF
O O \ /
' �E E F { E p SSMH NO. 2B / ~--- zW z / \ E E t E E ROADS INCLUDING CURB & GUTTER 135,040 SF
E E E E k E / -^ E E E E E E F F E E E• E• E E
/ E C7E E E E E • RIM 22.5 �/ �� OQ O \ �� O ��-T E E E E E /E E Ft F E E F E E E k {: SIDEWALK 19,115 SF H O
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f E E E '� E E E E E E E F E �-' ° ___, � E E E E E E E E
TOTAL PROPOSED IMPERVIOUS AREA 515,155 SIF H
\ E E E E E E E E E k E \ 1882 SF k E E'- ' e E E F E E E E E
E E E
�, �•o / E E E E E E E k E E E f / k F E E E k E E E E f { { - *PARKING TO BE LOCATED WITHIN PRIVATE DRIVEWAYS
/ D ��� �\ � � OF MITIGATION / �138 SF �
E E E E E E E E k E E E\ REQUESTED / k E E E E k E E E E E E f
E E E E f <- OF MITIGATIO PROPOSED SANITARY SEWER FLOW: O
k E f fv k k REQUESTED- \ { k s� (360 GPD x 88 LOTS) 31,680 SF
E/ F E.a E E E E f E F E E E E E F E E E - r E E E E E E E E E E E f E.' �+
E E E� E E E E E f F E E E E E E E E E E E E E E` PROPOSED WATER FLOW: y
J C E f \ k E k k E F / 400 GPD x 88 LOTS 35,200 SF Z V
\ E f E \ / E E E F E k E F E E E E E E E E E E E
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• // / ! � \ -_/ { k 4 k E F E 4 F E E k f F k E E E Y .. t-1
_ �- Certificate of Disclosure: PRIVATE ROADS:
\ ` ' SSMH No. 56 r\\\ \
E F - E F F F F E f E E E (E {64
RIM 27.6 p f f k o { k E f k f f f f k E / k f / , 1 (we) the developers of VILLAGE AT MOTTS LANDING PHASE 2B subdivision located in the W
E E E E E E• E E E E E. E E unincorporated W
1 2 % -� Incorporated area of New Hanover County understand that the roads m said subdivision
INV 22.6�� E f k E/ E. „ .-----
E E �, F E k `-- F o f E 1) 2 B.O. SSMH Nam- are designated private. I understand that ownership and maintenance of the roads will be
E k E F E /� { E E f E E E { ASSEMBLY
---�- the responsibility of the developer until such time that the developer designates the
SSMH No.2A
0 \ k E f 22 r '� E f E { E F E E �`'� I' k 1 26.6 responsibility to the roe owners' association. Responsibilities must be accepted b the
0- 2- 5 > - 3 '1/ k F l E k f r" P tY property ftY P P Y
rn E k E /� f p k f 00 { _ -- ' \ i homeowners association as specified in the homeowner covenants for said subdivision. The
\ `\ _ \ E k E i t / E/IN i•1.1t E J �s E E E �`�� f. r. E� p
F E E F t a k f E E E ' » E E E E E E +awl \ _ ,. _-� - y -- \ �3 private roads in said subdivision are to be constructed in accordance with Section 52-4 of
1 2 B.O.
E E E E E F E F E E O F F E E F the New Hanover County Subdivision Ordinance and all applicable Count Codes which
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\ E E F E E E E \ E E E E k E ASSEMBLY f{ F E f f -r E F F F k k k\ / includes the design, installation, inspection, and approval b a licensed Professional En ineer a
\ k E E E E E k / E E E E k E 2�� E k E E E E \, c/ E E k E E E E E E, , ` P PP Y 9
\ '.0 (PE) recognized in the State of North Carolina prior to final plat approval for all or a O
F E E E E E E k E E E /E \ 241 E E E E E E 4 r • /� E E E E E E E E E
E f E E { ! E E E E F k E• F f f E E E • •+ ` • E �� E E E k E k k k F / lr�1� portion of the subdivision. If all or a portion of the road infrastructure system within the
XI T. GATE VA E E d E/ O LLJk E k E 4 E E / E E E E E E E ++ F E E E E k k F k \ ,ii�� \� subdivision I$ bonded through a surety, performance bond or cash e$Craw, no bond shall Go�E f t e
E E E t-u E E E E E E E E E E E E F E E \� + E E \ E /E'""3" "' �E F E E F �"' J 9 Y P T�
�T \ E' `IS LOW OFF \' k k E P Q E E E E E E E E E F E E E E ` 4 \\�\ 4 E E E OFk MHT AI10�1 E f , n» be released until all road construction improvements are Complete and certified by the
REMOVE XIST. OW OFF . k (1 j E E k F E F E E EE E E E E f F E E \ / \ E E { E EREQQESTEp { { E (1 $ x8 TE Professional Engineer.
p� E /E E Q f E E E E E f E F C� F E E E E E E E E F E E a 4 \ t k E E E E E { E E E E / 2 8" GATE It shall be disclosed to the prospective buyer of a lot or lots within the subdivision that
fit, TIE INT X. E( E j / �� E E E E E E E E F E E E E E E E E E E E E
\ \ � E E E k E E E f (1 } "x2" TEE road maintenance shall run through the property owners association in perpetuity after � �
WATER MAI f/ E F -F / E F E E E E E E E -4- - E'- F E E F 4 `\ 6 � IE E E f k E E E „
O `z / \ Y \ (1) GAT L acceptance from the developer until such time that the roads are re -platted as publlcally �j r--q
^ E (l � E E k f k E E E E F E E�-E E �- E k E E E • 4 A
E E f E E k E E E E E E E F E E E E E k F E E f 4 \` \\ • F E E F f E 1 2 AL\/C \, pN W designated roads and taken over for maintenance through r, 0
(� O Z / E F E E E k k E E E F ___j the North Carolina Department of Transportation NCDOT' or a ro riate governing authority.
/ z ASSEMBLY �j P P ( ) PP P 9 9ctj
/ �0 E E E F E f E E E E/ f { E E E E E E E E F E E E E E + / � s r _,
E E E E E E E E E E E E E E E E E E E E E E E E E +
8"x8" TEE / E E Ems- E E E E k E E E E E E E E E E E E E E E E E F E f E E E + a \ - / � \ 4 \32\ , � ___- Developer's Name �
" E E E f k k E k k E k E E E E E E k E E F E E E f E E E E E E E E + \ 4 a `o co
8 GATE VA ES \ 4
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E E E k F E E E F E E E E E E E E F E f E E E k-
'' t, _ Date CO
k E E F E k E E k { E E E k / E F E k E E E E E F E E E E E E E E E f ++ + l / � 4 '^ /�
k k E E f k f E E E E f E E E E E F k E E F F E E E E E E E E E E E I ` 4 �L\ yam- 0 � u •� u'�
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� 1 F SEMBLY� �/�. E NSS NOTES:
IP Q E k F E k E k f E k E E E E f E k E{ F f E k E E E k E E E E E F E k E k E k E E E k E F E f E k E k E E E k E E F k E F E E E k k F E �� ,'� - -�-� N
v (' �) '� . y� 1 PHASE 2 IS NO W Z Z CO � r
-P EX. SMH No. 12E AC E E E E k E k E k E E E E E• E f E E E
E E E E k E k E E E E E k �--� ) B T LOCATED (THIN 100 YR FLOOD ZONE. CO .�
ASE E SSMH 1A E E k E E F E--k _� k Elk E E E k k E E E f E E E E E E f E E E �` �� �- //�'�/ C ^' 2) CONSERVATION RESOURCES ARE SHOWN. W ., �•
RIM 24.Q3 \, NT , r ... �� y . � 'k \ /'
\ \ 5 4 OP MH F E E k k E E E k k F k k k E E E E f k k k f E k E E F E E k .; 4 '. ! 3) TOPOGRAPHY AND TREE SURVEY COMPLETED BY SHERWIN GRIBBI LAND SURVEYING. r-+ r,,
(IYY 9.35 \ �� �/ f E E E E E E (E E E k E { E f E E E E k E { E E E E k E E E ��/ �; •, A ` / . �i \ 4) STREET LIGHTS TO BE INSTALLED. � O O O O
SSMH No. 12 F k f k E E F E k E E k E E E E E F F E E E E E E E E E E E F i v Z
RIM 25.85 ✓ N&W INV 10.25Ik-'' %'�/ ,�-� „�� 5) ROADS IN 2B ARE PRIVATE. a •.. �-+ �--� �,,�
\ F E (� k E f k E F E E k f E E f k k k f f E E E E E E E E / *: ; 'J '� 6 ALL IMPERVIOUS AREAS ARE TO DRAIN TO THE ENGINEERED 'STORM DRAINAGE SYSTEM. bZ M CD wa-
INV 9.65 f E k k k S INV 16.9 \f E E E k E k E E E E { E E F f E E E E E E { E E E E �'p / SMH No. 1 H A.O ) floll
E \✓ / E E E E E �E f E E E E E E E E E E k k E E• E E E k E - ^' 'I RIM 35.1 7) CONTRACTOR SHALL FIELD VERIFY SIZE, MATERIAL, INVERTS AND LOCATION OF ALL EXISTING UTILITIES U.
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a F F E E F E E k k F E k k E F f k k f E k E E F F F E k k F k 0 PRIOR TO INSTALLATION OF PROPOSED CONNECTIONS. PI
/ v4 _� f E E E E E F � F F F E E f E k E E E E E E E E E E k E F E E E '••' �� `� "'�I INV 23.1 ,
8) MINIMUM 10 UTILITY EASEMENT ALONG ALL STREET FRONTAGE. Z
E E E E E E E E E E E E E E E E 33.0 �rI '- 9) THIS SECTION SHALL NOT BE A GATED COMMUNITY. `�'
\ E E E E F E k E E E E E E { k E E E E k E „-- I �� r--I rl �, (� O
x E f k F E k k E- k F �E E E f E E f E E f E �_ SS 3� 10) NO PARKING, OBSTRUCTIONS OR GATES WILL BE ALLOWED WITHIN THE PUBLIC RIGHT OF WAY.
XXXC { E E k k f E F E E E E E `. -/� _ SSMH No. 1 G 11) ALL DRAINAGE EASEMENTS MUST REMAIN FREE OF OBSTRUCTIONS INCLUDING FENCES.
E E E E f E k k> E E E E E + i '%'" '�'' �-� RIM .0 12) THE DEVELOPER OR HOA IS RESPONSIBLE FOR MAINTENANCE OF ALL DRAINAGE EASEMENTS AND THE
w \ f k E k F E E k k 0 )k FH EAS�SEM�Bt�Y k
to �'! / 35 STORMWATER SYSTEMS.
E F E f- F E E E E � E E E F E k E E E E f E E (IVY 2 .1
E E E E F E E E E _ E F E E E �k�" E E k E k E ", ,y .;'...• �' j _�'/ cis ..� --fig `- \ RE 13) CONTRACTOR SHALL REFER TO AQUA TYPICAL WATER SYSTEM LAYOUT IN AQUA SPECIFICATIONS FOR
E E < E F k E { E E k E 9/ �_ \ f F k E ^E' l f { k k k E E / •� -�6-� TIE WATER WELL CONSTRUCTION FOR PLACEMENT OF WATER SERVICES.
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E E E E E E E E E E E E k E :• M 32.5 E f f E E E E E E E E 1 '�, �� S•S ���"' 3 .85 'O ��LEGEND MRS&
E / / �: ` 1 7.55 ' f E E k f E f E �/ c y � r- �� ' M "� INV 21 5 \
E E k E E E E E E E E E E E k E k E_ E E -" ` V E 697 SR E- E F E E S �` EPS� \ 6
E F E E E E E E k k /F k E E E f E E k F �f E Y 141 fMITICATIO(V F E k < ./ '%9% f �' , PROPOSED SEWER MAIN
k E k F E- k E ' ;Z ;. k E E NON0 2 \ \� \ i• zo c " I
E E E E k E F E k E E E E E 2 RFQUE�TED / �5 % (� � r' � \
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E\ E E E E E E E k E F E E E E F E E E k E E \ \ E F E E F ��'ll/� / 1 zVVV \ \ \ �� / ^ - W PROPOSED WATER MAIN \\\\\\ `/rR0, //I
E E F E E ' \ E E E F �/ �� � /'' I ---� � \\\ ��••••.•••.,\/ /�
E E E E E E k f k E k E E E - E f E/E� / '' SSMH No. 1 E LIMITS OF DISTURBANCE
k \ E E k E E E E O O�ESSJ
E E < E k E k E E E k E E E E E E E E E E 1 ' ` f E E / / RIM 34.7 \• •Q�
k E k E E E E E E F E E E �� E E 'Y� E E y' \ \ E E / IIVY 19.65 ` \ \ \ 'a �, r �qw _ _ S E A L
PROJECT BOUNDARY -
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N 5\� �, Fy � eR�gR R 1 REV D DISTURBED
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- :-✓'� "-- -� f E E E E E\------- /� �, = R5 REV'D LOTS 91 & 92
F / �' " \ \ f -�- `- E E ®�� 12.21.15 ADDED LOT 96 M LV
POROUS BAFFLES E / 0 ...
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l i E E E E E E E E Nf EDNIL) E E E f � � (_0 � f.. f' ..< � E E E E E f S Ig?RO 02..22.16
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1 1 E E\ E E E E F E F E \ U, SITE DATA.
�06 �
1 __o \ OWNER: AFTEW PROPERTIES, LLC
f E\ F E E $ \ F S No. 7 \ SITE ADDRESS PER NHC GIS : 5818CAROLINA BEACH ROAD
\ I O ` \ E E� E E , • ` s ` / INV 15.5 5625 RIVER ROAD
E ; E ` 3� W/10'x1 0'x18" E.D. NHCo. PARCEL No. R07600-006-010-000
`, PART OF R07600-006-012-000
E E 6
\ E f E ` . 4 42" FES No. 1 23 SDMH No. 3 ,y CAI No. 2 ,� ►W
INV. 14.0 2?�`5
RIM 20.35 �RIM 1g•0 LATITUDE &LONGITUDE 34 0737 N 77 54 18.. " INV 15.65 / ZONING R-15 RESIDENTIAL DISTRICT
I W/22 x22 x24 E.. \ /INV 15.9 �--�
/ I �` E f f % t 23 ,;.:,:. USE RESIDENTIAL' DUPLEX & SINGLE FAMILY a r
.. � �'
SDMH NO. 2 �. n�
E f� � oo ,.,.�•• \ \ \ ,...- PROJECT AREA 35.6 ACRES w
CI No. 1 RIM 21.3 , •-,•: r �-.=/7 - 43 Cl No 2A / DISTURBED AREA 25.4 ACRES
f 10' DRAINAGE AND �' 76 INV 14RIM 20.45 INV 15.36 +: \ 1...�►- 19 \\�� 1 19.08 /Z L
`1 MAINTENANCE ESMT cF .._ _ 1 I Z
F __ � _ SS � �Q 3 _ � rn 0C TOTAL No. OF UNIT PROPOSED 89 UNITS O a
f 2 AROUND TOP OF 9`rF SDMH No. 1 :..:..:.: M / ,,,, J
E E
E � NTION BASIN � RIM 21.75 ' �••����••r'� •'� � �----"-` �-- ._._._.-•- C -� No. OF BEDROOMS PER UNIT 3
E E < 32. �' INV 1 -'`" P r, s___ ' 30' 30 RCP Cn PROPOSED IMPERVIOUS AREA
r�
I � / C) 0\2
L 6 RC 22• - 2� • � SDMH No. - �A�NA� E � " /� C � � � � 56 LOTS ®3,500 SF 196,000 SF
CTt E E: \ �- S 4 RCP O Z
- ClNo. 3 RIM 21.0- D rl-\ co � � --� 33 LOTS ® 5,000 SF 165,000 SF W Z
I I SDMH�o. 10
E --- S5 RIM 20.7 INV 16.0 \ IM 20.0 / F_ -D z ROADS INCLUDING CURB & GUTTER 135,040 SF
E E E ` f 23� , .... SS - -,,. ,.- o oo � SIDEWALK 19,115 SF
I INV 16.Q5 2 �� � � � � � W �-�
?j�
/ j f E -MUNICIPAL EASEM_1 --- � O
• .: 15 NON �\ \ -o z D FUTURE 0 SF O
F E `L Cl No. 3A \ 24" FES _� r ` M C0 --I TOTAL PROPOSED IMPERVIOUS AREA 515,155 SF w
E E -�� RIM 20.7 'o INV 17.5f O° = CT) * �+
f f E c-2 / � No. 9 \ PARKING TO BE LOCATED WITHIN PRIVATE DRIVEWAYS
1 ClCI No. 1 A --•-- S Z � o� � / W
E F I E • 3Q :: � .�--' INV 16.2�-• ' � RIM 2fi0• \ � �' -I / \ Z O
E f f 2 / RAM 2 5 ` / \� m CD !! m PROPOSED SANITARY SEWER FLOW:
C�J �.E E f , E : - / INV 15.0 n J� w w 2�3 INV i 7.0 \ \ C1� 1 C� (3 60 GPD x 88 LOTS) 31, 680 S F
F f f F SDMH No. 4 /� -� ` w w--- - 25 \ a�
F E E E Uj \ PROPOSED WATER FLOW:
i RIM 22.08 -+ \ 1--�-�
n f E F INV 15.5 ,,-� "� ` \ �. (400 GPD x 88 LOTS) 35,200 SF
Certificate of Disclosure: PRIVATE ROADS
ME\ I (we) the developers of VILLAGE AT MOTTS LANDING PHASE 2B subdivision located in theW O
(J1 E f E ^� c "-E' f E E E f. unincorporated area of New v 1--
-' C h-- \ /E E E E E E E f H' a Hanover County understand that the roads m said subdw�sio
z2g % 1 L \ z - \ are designated prwate. I understand that ownership and maintenance of the roads will b Q�
I
E E E E E E E E E
E E E E f Z � Z / W /
E E E E ��.� - zI� / F E� �t E E E f E E E E E the responsibility of the developer until such time that the developer designates th
f F E F E E I E E E f E E E E E I responsibility to the property owners association. Responsibilities must be accepted b th
rn 1 P Y P P Y Po P Y
"" 1 n ' � A �a � � � 7� O --c � E E F E E / f• E E� E E E E E E E E E
CI No. 4 c� �� / -� homeowners association as specified in the homeowner covenants for said subdivision. Th Q Z
v n�i E E E E F �`i E E--�E E F E E f E E E E P O
' 1�n 3JdN`dvQ cv� F E\ E f F f E f RIM 23.65 , /(� / E E E E E E E E `E E E E E 1 E E E E E E E E private roads in said subdivision are to be constructed in accordance with Section 52-4 0 N
�N3W3Sd3 E E E INV 16.65 = / / ~ l \ E E E f E E f E• E E f E E E E E E E E E the New Hanover County Subdivision Ordinance and all applicable County Codes which ^ W
\ f fl
�� / / \ E F E E E E E E E f \ 1882 SF / E E E E E f E E E E f E includes the design, Installation, inspection, and approval by a licensed Professional EngineerO
/ \ O E E E �:• / G�O ��� E E E f F E E E E E f f OF MITIGATION / E E E E E E E E E E E E F i}38 SF (PE) recognized In the State of North Carolina prior to final plat approval for all or v
'i E f E E E E E E E E E E E E E E E E E E E E E E E j
l REQUESTED E E F E E E E F E E F OF MITtGATIO onion of the subdivision. If all or a portion of the road infrastructure system within th
E E f E E E E E E E t
{1 E f + - P Po y �--, C0
E E <_ y REQUESTED- subdivision is bonded through a surety, performance bond, or cash escrow, no bond shal
E E E E E f E E E E.'
be released until all road construction improvements are complete and certified by th
E E O E E E E f E E` E f E E E E E E ! E E E E E E F E E E E E
SDMH No. 5 J f E \ E f F f F F �E E E E E E E E F ///E E E E f E E E E E E E / Professional Engineer.
E E E � � .�y � � 9
RIM 25.7 J\ F E E E E E E F f\�f E F �E E E E E E E E E E E E E E E It shall be disclosed to the prospective buyer of a lot or IOtS within the subdivision tha
V 18. O / GI No. A ' i� E E E E E E E F E E E \f E E ( E E F E E f `S ( ' ~i
----- road maintenance shall run through the property owners association in perpetuity afte
\ E E E 1 = 2� -� / � __/ f � �E � F E E E E E � � E � ...4--, . E E E
_ f E E " � r/ IM 23.�5 /- �- ---� P RO' 5 PF E8 acceptance from the developer until such time that the roads are re -platted as ublicall v
\ \ F E E 24 FES N O � ! -.� E E � �\\ E� E F" @' � � E E E IE f P P P P
/ I 17 0 of % SEE DETAIL designated roads and taken over for maintenance through
E E„/ (Z fff E E E E(�EE FV 21.5 c,, 2491 �•VV �� E E �� E f E E E E E E - E jE E �� 'I' the North Carolina Department of Transportation (NCDOT) or appropriate governing authority.
E E F E O'X 10'x (?" E. / ` ` I // f+• E F E �� E E
E E E 1 f E E F f.. , E E -
// 10 DRAINAGE AND
\ f E f � /•wE E EE E E E E E / Developer's NameE E FEI�221
F E %F E E OUTLET STRU URE No. 2f f ' J E f f �`�' MAINTENANCE ESMTE E E / E E E E E _.SEE BETAlt- E E / E E \ -1 Date O
/�'`E AROUND TOP OF WET
\\ E F E E • i l E F E E E I E E E E f E OTENTION_BASIN-- -E 'E y ip '� 7 �3 Designer's Plan Certification: CID
E f E E �� E E E E E E �� E E E E E E _ E E f f /J ^
\ A Q E E E E E E f E E E E E E F\ \ cc (• \(
\ � E E E E E f E E E E E E E � . I hereby certify that this plan has been prepared in accordance with the latest New Hanover
ft n/ E E E E E \, c E F E E f E E E F County Ordinances and Storm Water Design Manual.
\ E F E fCI O. E� �� E E E E" f E {i � »
\ \ g� E E• RIM 25.1 7 f E E E E24 fFESE N f 4\ ��� E E E E E E << t E E E E E E E E E L (� O {Z
E E E E E INV 2T75" E E ' / PROPOSED WET DETENTIO �S l EN�.E2F E E E E E f f • t E < •' < E �� E E E f E E f E F E E E t F f E F '(/ ` � �� Si afore:
NV LO.QE F <I pl F E E f E f" f t ��` `\ 1:4 .
_ DI No. 2 E F f E f F V �c10 x18 f E. E TOP OF BANK 30.0 E E F f E E F /f f . E s► f f ` ' /E 0 MITI�(� A 10 E f f E/ CI No. 8 1 w �0 � Printed Name and Title: Phillip G. Tri P.E.
3O'\ RIM 20.0 E E E E E E E E E f / E E E E E E E ! E y- E E N E F� _E �_f E\ Date: 0
TEMPORARY POOL 26.0 EQIsTEp RIM 2 . Registration Number: 17374 SEAL
E E E F/E E f E E C- �
DRAINAGE 1 17.0 _, T f E E E E E E F E F E ;{ 36 FES No. 1 �0
E E E I Q TS E E f E E E '`� E E Cv E E E E E E PERMANENT POOL 23 E E E E E E < < E E E E E E E E f E E INV%16.0 CI No. 8A
[� F � I VE 3.� W
�LJMT f/ E + U E E E E f E E E E E E E E E E E f E E E E • \ \ E ' n E E E % RIM 29.7 +'
E / E f -f' f E E f F E E E F E �OM 12.5 _ E-- JF E E E • E f E E S� /
_� W �0 x20 x24 E.D.
1, < < .--i
E E E E F f ZE E E E E E E E E F E E�-E E �` E E f E E E ENV 26,15 ��� 1 Pro r W O co
E E E E E E E E E E E E E E E E f E E E E E E U P-1
\ � ' • � � `3 ` 10 ONE perry Owner Certification: �� � �
Z E E E E f f E E E E E E E E E E E E �� f E E E E E • >>
E E E E E E \\ f / / VJ ' �`� "1 (We) hereby certify that I (we) am (are) the current owner of the property and that upon � �-+ LO Lo
E E E E E E E f E � E E E E E E E E E E f E E E E E \ • � �� \ "Authorization -To -Construct!' � � I �
r / receipt ofany clearing, grading, construction or development, 0
f E - E E E E E E E E E F E E E E E E E E E E E E E E E \\ _- ' will be performed in accordance with this plan and that the applicable ordinances and rules of Z � CO C''J
f F f E E E E E E E E E E E E f E E E E E E E E E f E E E E E • < \ / / p N
E E E E E E E E E E E E E E E f E E F E E E E E E E , E E { • \ �/ / '� L� R` New Hanover County, the State of North Carolina and the Federal Government and its Cfl
\\ • `' --"'� E E E E E F E E E f E E E E E E f E E E F E E f E F A NERG�I�CI� $01-46Yf f < E s E ` . �� - / - -•` agencies which are hereby made part of this plan. As the owner, I (we) accept full L-
TE
S <-+ / E E E E f E E E E f E E E E UZ
E E 4 E E E E E E E E E EL�V 29.0E E f E E E �� /��- .,• j'• ' i� '• �/ responsibility for the construction and operation and maintenance of the proposed facilities. I4­1 �-+ ( I o
--I \ ��
Np/Il E E E E E E E E E E E F E E E E E - :'"' �� � f) SS �"� (We) will not attempt to transfer of this responsibility without the written authorization of 0 0 O Z
SS $� E E E F E E E E E E E E E /E F F E E E E E E E E E E E E F E / l�County." -}.i ri �--•{
^I/ J DRAINAGE ANC � F-- \ � New Hanover
\ < r���� ... •4 . X E E E E E E E E E E E E E FA1{TI�A�IGtM E t\ \ �` �j� /� j S / Z
C C •::• „•.. ••• E E E E E F F E E E E E E T
�` <n/• y' /<- f E E F E f�- f- -E _ �_ E E�E E E E F E E E E E E f E f E :. �^ TT�l r vJ �a
L.J • r-1 Q� \ I
/ E E E E E E E E E E E E E E E E E E E E E f E E E E E E E E E �� .�••� �` .•�'�•••" _ J�''�/ � Signature: � U
30' DRAINAGE ESMT `' DMNo. 6 ��/ ` . . �y� / _ \
E E E E f E f E E E E f E E E E E f 4 E f E E E E f E E E E E J Printed Name and Title:
\ E f E E E E E E f E f E f E E E E E E E E E E E E E E E E f E �_ // } Date. U
Cn
DI No. 1 E E E E E E E E E E E E 4 E E E f E E E E //r-~ MH No. 7 I--�-�I r--+ 0 X Z
\ `V' INV 19.68 /... • ;:: �-+ ,.� co O
/ RIM 26.5 E E E E E" l� \E E E E E E E E E E E E E E F F E E E E E E E E E E E y RIM 35.0
F 1 / R r-�- / -�'� NOTES: 12.4
�
INV 17.0 E E E E- E E E- E f E 1<'
E E E E E E E E f E E E E E E E f E E E '^ '-'� , INV 25.22 )
1 PHASE 26 IS NOT LOCATED WITHIN 100-YR FLOOD ZONE.
/ ^ E E E E E E $ E E f E E f E E E E F F E E E E E E E E E E E E E fJQ SS 2) CONSERVATION RESOURCES ARE SHOWN.
E E f E E- f E F E f E E E E E E E E E E E E E E E E f E E f E % l v / 7�
gJ` E E E E E E �((�� f E E E E E E E E E E E E < E E E F 33.0 SS ��t� �$ 3) TOPOGRAPHY AND TREE SURVEY COMPLETED BY SHERWIN CRIBB LAND SURVEYING.
E E E I iYO. 5A f E f E E E E E E E E E E E E E E E 4) STREET LIGHTS TO BE INSTALLED.
f E E E F E E E E E �E E E f E E E E E E E /� cjS , 5) ROADS IN 2B ARE PRIVATE.
E E E E No. Z RIM 27.8 / E f E E E E E E f E E E E E E E E No. 7
_� 6) ALL IMPERVIOUS AREAS ARE TO DRAIN TO THE ENGINEERED STORM DRAINAGE SYSTEM.
TSF /_ - _ __ -- E f F 5.17 21 25 E E E E E f E f> f E E E E E E ' �/�/� -% _/ �--' RIM 32.67 NSF X 7 CONTRACTOR SHALL FIELD VERIFY SIZE,MATERIAL INVERTS AND LOCATION OF AL EXISTING UTILITIES
f E E li � 0.5 {yS � � E E E E E E E E E E E E E E. • •,� ��' ,,i-` � I (NV 23.25 ) � L
` E E• E E E E E,f E E E E E /, -� PRIOR TO INSTALLATION OF PROPOSED CONNECTIONS.
f E• F F E E E E E E E i� ' S .�•� \� l \
` f E f E -E'- F E E f E f F / ' �•-��,..--i f'�� --,. �� 8) 10' UTILITY EASEMENT ALONG ALL STREET FRONTAGE.
--� �� No. 7A \ X 9) THIS SEC11ON SHALL NOT BE A GATED COMMUNITY.
F F F E E f E E E E E E E C No. 5°" ` E f E E E E E E E E E/ / �� .% fS �--1 \ �� / �- 1 O NO PARKING, OBSTRUCTIONS OR GATES WILL BE ALLOWED WITHIN THE PUBLIC RIGHT OF WAY.
E E E E E f E E� E E F E E E E E f-� �,�/
�'- � RI 67
E E E E E E f E E E E / E E E
• F E E E E f f E E f E �./�i��-' SS -�'' r IN 5 �S 11) ALL DRAINAGE EASEMENTS MUST REMAIN FREE OF OBSTRUCTIONS' INCLUDING FENCES.
INV20. ! 5 A EM--36 ____ X 12) THE DEVELOPER OR HOA IS RESPONSIBLE FOR MAINTENANCE' OF ALL DRAINAGE EASEMENTS AND T
E E E E F l f F �` E F E E E E E / �� �hS
�g n m � O� ••FESS� i
E E E E E E E E E F E F f_ Z / ✓ 6 J% SFE :%'v/i
E f E E F E F E F E F o ' ''f �%�, \ ` ` M I T16ATI O>�l f f f f. r �- ��� C �� \ STORMWATER SYSTEMS. `�. • ,QUO
1 r`'•
E E E E E f E E F E '' E E E E // ✓ / ND
F E E F E E F E E E E f g2 ,� f ER�QUESTED F E � �.� 1 � \ X � � '� - -
E f f E E E n '"'� 7 po' e
\✓ �' /� ' / / Lg N -
GEND
1 NSF �__ _ �, SEA L
E\ F E E E E f E E E E F E E E E j //� / !
E E E E F E E E E E f F \ E E f f..' ��- / --� \ - ID PROPOSED STORM WATER , y '•• 17374 Q\
E \ E E E E F E E E E E E E E f E E E E E F E ` E E f F� - / / /
2
E E E E EF EE E Ef FE EE fE, E f EE
EE E fE F\ EE E f E <��• • ( \�\3 \ ri(7 E _EE ... f'/�%/= � �/ /! /� - -\2
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� OrE LIMITS OF DISTURBANCE
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PROJECT BOUNDARY
DATE 03-13-15
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LOTS SHAL BE GRADED TO I k F
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~\ t \ STREETS SO THA IMPERVIOUS SURF ES f
FROM EACH LOT S DIRECTED INTO \ I / SITE PLAN f PROPOSED SPOT EX TION
\ I / PROPOSED STORM DRAIN SYSTEM. f f
\ PQ , ,� BAR SCALE I bO'\
0 \ g / \\ x , % PROPOSED TOP OF WALL ELEVATION
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Certificate of Disclosure: PRIVATE ROADS
(we) the developers of VILLAGE AT MOTTS LANDING PHASE 28 subdivision located in the
unincorporated area of New Hanover County understand that the roads in said subdivision
are designated private. I understand that ownership and maintenance of the roads will be
the responsibility of the developer until such time that the developer designates the
responsibility to the property owners' association. Responsibilities must be accepted by the
homeowners association as specified in the homeowner covenants for said subdivision. The
private roads in said subdivision are to be constructed in accordance with Section 52-4 of
the New Hanover County Subdivision Ordinance and all applicable County Codes which
includes the design, installation, inspection, and approval by a licensed Professional Engineer
(PE) recognized in the State of North Carolina prior to final plat approval for all or a
portion of the subdivision. If all or a portion of the road infrastructure system within the
subdivision is bonded through a surety, performance bond, or cash escrow, no bond shall
be released until all road construction improvements are complete and certified by the
Professional Engineer.
It shall be disclosed to the prospective buyer of a lot or lots within the subdivision that
road maintenance shall run through the property owners association in perpetuity after
acceptance from the developer until such time that the roads are re —platted as publically
designated roads and taken over for maintenance through
the North Carolina Department of Transportation (NCDOT) or appropriate governing authority.
Developer's Name
Date _
Designer's Plan Certification:
"I hereby certify that this plan has been prepared in accordance with the latest New Hanover
County Ordinances and Storm Water Design Manual."
Signature:
Printed Name and Title: —Phillip G. Tri
�pp, P.E.
Date:
E E E E E E E F E F F F F / Registration Number: 17374 SEAL
E E E E E E E E E 6� E E E E E E E T
�-E E E E � E � � �� �
E E E E E E E E E E\\\� C E E E E E E
Property Owner Certification:
E /E E E y /
F E �E E E E E F E F E E < F E �' 1 / C "I (We) hereby certify that I (we) am (are) the current owner of the property and that upon
E E E E E E � receipt of "Authorization -To -Construct" any clearing, grading, construction or development,
F
E E E E E E E E E E E E E E E E / rn will be performed in accordance with this plan and that the applicable ordinances and rules of
E E E E E E E E E E E F F E E E New Hanover County, the State of North Carolina and the Federal Government and its
E E E E E E E E E E E E E F E agencies which are hereby p made art of this plan. As the owner, () p I we accept full
�
E E E E E E E E E E E E E E F CZj responsibility for the construction and operation and maintenance of the proposed facilities. I
E E E F E E E E E E E E\ E E F J O�� (We) will not attempt to transfer of this responsibility without the written authorization of
E E E E E E E E k <_ E E E / \� C 0,�A
�� / New Hanover County."
E E E E E E E E E E E F E E
E E E E E E E E E E E E y-E �"
\ / �- Signature:
< E E E E E E E E E E E E / / 2 Punted Name and Title:
E E E E E E E E E E
E E E E E E E /r' I '� � � j Date:
E E
E E E E E /
Z_
NOTES:
1) PHASE 2B IS NOT LOCATED WITHIN 100-YR FLOOD ZONE.
/
WNW —
I
- w w/ w w w \ c� N F-r-1 \
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x A
RI 52.85 �� �� \ * w w w V CD z
CI No. 9A INV 26.48 Qr6 w w ,✓ w „ �p w w \ 6, ~�
RIM33.1 A `~ 0 �'w*w*w�12253w
1 INV 26. 4�
-�' » w ' �s w w w w w w w w w t D
15 FES�to. 3 ! C _0 �1
w PROPOSED*INFILTRATION+ BASIN NO. )3 � ' � � � m
1 "INV 25.0 , \ * w IQP* Of JBANX w29:2w5
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1 EXIST. BLOW OFF NOTE: w w w w w
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A_ ALL LOTS SHALL BE GRADED TO THE
EXIST. GATE VALVE STREETS SO THAT IMPERVIOUS SURFACES w w w '4, 4, *
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2) CONSERVATION RESOURCES ARE SHOWN.
3) TOPOGRAPHY AND TREE SURVEY COMPLETED BY SHERWIN CRIBB LAND SURVEYING.
4) STREET LIGHTS TO BE INSTALLED.
5) ROADS IN 2B ARE PRIVATE.
6) ALL IMPERVIOUS AREAS ARE TO DRAIN TO THE ENGINEERED STORM DRAINAGE SYSTEM.
7) CONTRACTOR SHALL FIELD VERIFY SIZE, MATERIAL, INVERTS AND LOCATION OF ALL EXISTING UTILITIES
PRIOR TO INSTALLATION OF PROPOSED CONNECTIONS.
8) 10' UTILITY EASEMENT ALONG ALL STREET FRONTAGE.
9) THIS SECTION SHALL NOT BE A GATED COMMUNITY.
10) NO PARKING, OBSTRUCTIONS OR GATES WILL BE ALLOWED WITHIN THE PUBLIC RIGHT OF WAY.
11) ALL DRAINAGE EASEMENTS MUST REMAIN FREE OF OBSTRUCTIONS INCLUDING FENCES.
12) THE DEVELOPER OR HOA IS RESPONSIBLE FOR MAINTENANCE OF ALL DRAINAGE EASEMENTS AND THE
STORMWATER SYSTEMS.
DATE RIM. h
ODS ED E
REVISIONS
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No.
Date
Description
By
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MLV
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04.24:15
LIMITS AREA
1 R5 1 q,
EV'D SITE DATA TABLE
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LOCATION MAP
SITE DATA: 10
0 Z
OWNER: AFTEW PROPERTIES, LLC E--4
SITE ADDRESS (PER NHC GIS): 5818 CAROLINA BEACH ROAD Z
5625 RIVER ROAD O a
NHCo. PARCEL No. R07600-006-010-000
PART OF R07600-006-012-000
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LATITUDE & LONGITUDE 34'07'37"N 77'54'18"W Fq
ZONING R-15 RESIDENTIAL DISTRICT Z W
USE RESIDENTIAL DUPLEX & SINGLE FAMILY O H
PROJECT AREA 35.6 ACRES W ^ 0
DISTURBED AREA 25.4 ACRES O
TOTAL No. OF
UNIT PROPOSED 89 UNITS W
No. OF BEDROOMS PER UNIT 3 •�
PROPOSED IMPERVIOUS AREA W
56 LOTS @ 3' ' 500 SF 196,000 SF
33 LOTS ® 5,000 SF 165,000 SF �y
ROADS INCLUDING CURB & GUTTER 135,040 SF
SIDEWALK 19,115 SF w O
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FUTURE 0 SF � I
TOTAL PROPOSED IMPERVIOUS AREA 515,155 SF
*PARKING TO BE LOCATED WITHIN PRIVATE DRIVEWAYS W {
PROPOSED A W W• Q E'er SANITARY SEWER FLOW: (360 GPD x 88 LOTS) 31,680 SF „ W fr—t 00
PROPOSED WATER FLOW:
(400 GPD x 88 LOTS) 35,200 SF V
Z Q
DEVELOPER: T �•
AFTEW PROPERTIES, LLC
DR. ARNOLD SOBOL, MANAGER •
2020 S. CHURCHILL DRIVE
WILMINGTON NC 28403 p
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PROJECT BOUNDARY
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DATE 03-13-15
,.DESIGN PGT
D RAW N MLV
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SHEET 4 OF 9
60' 30' 0' 600 120' 780 14021

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CHORD BEARING
C2
25.00'
14'17'20"
19.37'
S 63p14'10" W
C3
1030.00'
519'12"
68.66'
N 12'59'47" W
C4
400.00'
25'47'07"
178.50'
N 83*17'03" E
C5
15.00'
73'23'54"
17.93'
N 49'46'40" W
C6
1 54.91'
142'20'43"
103.95'
N 15'19'12" W
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BEARING
DISTANCE
Lt
N 02'27'53" E
41.18'
L2
N 15*19'02" W
27.32'
L3 I
N 13'15'00" W
44.70'
L4
N 84'46'21" W
92.48'
L5
S 88*16'49" W
41.10'
L6
N 80*15'14" W
28.87'
L7
N 57'30'58" W
41.65'
L8
N 67'24'02" W
27.05'
L9
N 68'50'57" W
20.72'
L10
N 88'08'13" W
32.11'
L11
N 06'10'37" E
40,93'
L12
S 24'13'20" E
23.42'
L13
S 86'13'51" E
25.60'
L14
S 36'35'55" E
24.01'
L15
S 52'42'47" E
23.25'
L16
S 40'48'47" E
20.10'
L17
S 20'51'48" E
54.07'
L18
S 02*13'14" W
24.78'
L19
S 05'43'36" W
23.52'
L20
S 03'15'35" W
29.58'
L21
S 07*13'01" W
21.21'
L22
S 88'12'02" E
21.91'
L23
I N 28'27'00" E
15.95'
L24
N 43'35'41" E
14.75'
L25
N 65'20'16" E
20.78'
L26
N 83'55'10" E
24.10'
L27
S 72'49'17" E
21.76'
L28
N 85'38'40" E
34.55'
L29
S 85'02'14" E
35.95'
L30
S 87'33'36" E
29.80'
L31
I S 80'00'00" E
32.58'
L32
I N 55'24'51" E
22.54'
L33
N 11'33'04" E
23.17'
L34
N 18'00'01" W
16.43'
L35
N 25'05'56' W
24.90'
L36
N 69'06'53" E
87.08'
L37
S 41'37'19" E
2.49'
L38
S 27'37'22" W
23.73'
L39
S 34'30'39" W
_ 19.26'
L40
S 18'57'39" W
20.87'
L41
S 73'38'13" E
20.70'
L42
N 72'13'15"-E
32.08'
L43
S 75'18'26" E
34,29'
L44
N 07'10'35" W
36.27'
L45
N 43'51'07" E
24.76'
L46
N 53'28'17" E
23.56'
L47
N 29'54'09" E
23.64'
L48
N 01'45'34" W
23.69'
L49
S 51'50'32" E
25.21'
L50
S 70'29'47" E
18.98'
L51
N 06'14'09" E
59.83'
L52
N 15'02'06" E
105.79'
L53
S 75'14'18" E
38.85'
L54
N 71'02'28" E
7.62'
L55
S 69'48'39" E
33.47'
L56
N 74'13'28" E
21.54'
L57
S 61*14'12" E
1 23,56'
L58
S 78'05'59" E
1 33.58'
L59
N 24'53'34" E
28.05'
L60
N 76'03'42" E
106.30'
L61
N 82'28'43" E
31.87'
L62
N 76'55'17" E
34.94'
L63
N 13'04'43" W
29.59'
- SD - SD - PROPOSED STORM DRAIN
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DESIGN PGT
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SITE \ INV 15.5
` SITE DATA:
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OWNER: AFTEW PROPERTIES LLC
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Gt \ CI No. 2 a I E , � " { r ` / t f , �; • ` �_._ 42 FES No. 1 � SDMH No. 3 � SITE ADDRESS PER NHC GIS : 5818 CAROLINA BEACH ROAD
__ I ' ` I "I / « ` « • 1 INV. 14.0 3J RIM 20.35 �1 0IM 19.0 ) 5625 RIVER ROAD
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' v- UZA'" O F F « . « vI W/22'x22'x24» E. �� INV 15.65 /INV 15.9 /
NHCo. PARCEL No. R07600-006-010-000
PART' OF R07600-006-012-000
SDMH No. 2 M �- < . > LATITUDE & LONGITUDE 34'07'37"N 77'54'18"W
CI No. 1 RIM 21.3 �% - "`� ZONING R-15 RESIDENTIAL DISTRICT
Cl No. 2A .r' �
} F E F E : . , 10' DRAINAGE AND ��' RIM 20.45 INV 15.36 � g 43 �� \ R1 19.08 USE RESIDENTIAL DUPLEX & SINGLE FAMILY1-4
' qc`I INV 14.76 __ "'"�'�' �- \ - O
F F E 1 MAINTENANCE ESMT �, - S _1 \ti 1W 1��3 Z �"
AROUND TOP OF 9 SDMH No, 1 / S rn a PROJECT AREA 35.6 ACRES Z CO
f ENTION BASIN ��� RIM 21.75 M i -� \ » C rC DISTURBED AREA 24.7 ACRES F4
E E ` �' INV 1 ---
I F F 3 6 RCP 22. __- ,� . s _ _ 30' RAI 30 RCP i � w cry Z
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�_ r- TOTAL No. OF UNIT PROPOSED 88 UNITS a
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1 _ -• ^-� / �' r�\ � F� f • •' GQ �° _ -''"""' - _________.�-ss INV 16.0 � `. � rT1 / � z No. OF BEDROOMS PER UNIT 3
SDMH-No. 10 w � °O -i
3� ,•` �SS RIM 23.05 RIM 20.0 w r- E--�
l \ F E� F •' / -' ' INV 16.05 C 00 O r� PROPOSED IMPERVIOUS AREA O
� --� �E f E E ; : � « •:•.;� � pN-MUNICIPAL EASES • 3 \ C\2
�� �f, �/ -o� c� D 56 LOTS ®3,500 SF 196,000 SFCI No A 24� � 2 24 FES - r ` m -� 32 LOTS ©5,000 SF 160,000 SF 0
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RIM 23.05 241
- ` ~`�� c - O c/ ��'► ROADS INCLUDING CURB & GUTTER' 135,040 SF
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Cl NO. lA -- ---INV 16.25 - - ' z N a� D SIDEWALK 19 115 SF W w
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E E E F E SDMH No. 4 �� r w �'' 25 \ � -� TOTAL PROPOSED IMPERVIOUS AREA 515,155 SF W
1 RIM 22.08
I E E E Q \ D 1 / *PARKING TO BE LOCATED WITHIN PRIVATE DRIVEWAYS rT,
IN 15.5 �
PROPOSED SANITARY SEWER FLOW:
(360 GPD x 88 LOTS) 31,680 SF
'~ / + a F ` E •_„-_. _ - J � .z � _--� � ! �. _F. E F F �• PROPOSED WATER FLOW:
_ (400 GPD x 88 LOTS) 35,200 SF F-1
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� �� � � � ' E ,.:.� �` - � ___ _ z i Certificate of Disclosure: PRIVATE ROADS
k t f E E f E E F� E E E E E F E E E E E `
► E c�' �r A 0...- ' 1 (we) the developers of VILLAGE AT MOTTS LANDING PHASE 2B subdivision located in th Z O
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J G Ja��[[[ // Q j` - E E E I \ CI No. 4 1f J
71 tivw �Q `O� E 4 E k Fi RIM 23.65 -.-- - F F E F E - F--'F F E E E E F E F E a unincorporated area of New Hanover County understand that the roads in said subdivisio P- 4 E"'l
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\ 3Sd3 uniin f E F E / : / � ' •`\ E E E F F E ¢ E F E E < F, E E E F E E E F are designated private. I understand that ownership and maintenance of the roads will b
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�N3W INV 16.65 ��" \ W / �- !/ \ F E E F F f F E E E E E r. �- ' F f F f E E E F the responsibility of the developer until such time that the developer designates th
1882 SF E E E E -- ,/ E E E E E E E E P. y P P 9
`'`' OF MITIGATION E F f E E F F F f E f E''- responsibility to the property owners association. Responsibilities must be accepted by th
�" 138 SF y
REQUESTED /) F F F E E F E k E E E y homeowners association as specified m the homeowner covenants for said subdivision. Th Q
E f E E E F f E OF MITIGATIO private roads in said subdivision are to be constructed m accordance with Section 52-4 o ~� Q
i E Q .a•"'"'---- E E/ i��� -_-•" I "E.~F��\f F F E { E E <- f- � / E/ F F E f E f E E F F F y REQUESTED
� 1 \ E E E 2 t , E E , E j the New Hanover County Subdivision Ordinance and all applicable County Codes which ^
}� _ �' 1% � \ � � / �\ / �G / � E < f �\�`� E E f E E {' { f F--'t . -�' f F E E E E f E E f E E E.'
SDMH No. 5 f p E E j E / E E F E 'yam f E F E E E F E F f E F E E E E E F f F/ includes the design, installation, inspection, and approval by a licensed Professional Engineer00 C11 F E E f \ j / �l �� E (PE) recognized in the State of North Carolina prior to final plat approval for all or Z F-4
RIM 25.7 / / J / C �_ //l E E \ E F` E E f E E E E E E E< t E f E F E E E E E E E E E E E E E< E E E E E F E E F E E E E portion E E n F . - � 'l o of the subdivision. If all or a portion of the road infrastructure system within the�„�
�. V 18.1 O J Cl NO. A G' / \ t E E E E E E E E E\ E F E E E E E• 'F �S P y
= 1 ( RIM 23. 5 VV i �- ---- 1 ; " % �E E� r E E F T E F ;t E E _ subdivision is bonded through a surety, performance bond, or cash escrow, no bond shal f--i
E rimprovementsW
\ y E 24 FES N . i -- - - - - -`" _ F ,% %` � � , E PORO � A F ES E E E E E f `� be released until all road construction are coin lete and certified b th Q
f E �1 INV 17 0�f , I �kP Y --1
21.5 (f.c,, G� F E E F,,, E E (SEE DETAIL)
E= E E G' Professional Engineer. Q
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F F E E O'x10'x 8" M. ,% E E �, i �� f E F %/� E f E F �. -- -- 1 E � � It shall be disclosed to the prospective buyer of a lot or lots within the subdivision tha , � if/ fEE EFE EEEF E FEFE / fFE F EEF F E 1
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road maintenance shall run through the property Yowners association in perpetuity after
lO DRAINAGE AND acceptance from the developer until such time that the roads are re -platted as Publ•call
MAINTENANCE ESMT
STRUCTURE No. 200
0)00
EE EW ` designated roads and taken over for maintenance through
AROUND TOP OF WET the North Carolina Department of Transportation (NCDOT) or appropriate governing authority.F �/
�@qENTION-BASN-� -� �� •
\ r . F E r E Developer's Name
` E E C- E E F � E E E E � � - "
F E E F E F i' E E E F E < F\
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E RIM 25.17 4 t`FES< NO.f Date
NV 20INV 2 k
DI No. 2 EE PROPOSED1 TOP OF BANK O N.FDesigner's Plan Certification: 00W/�0
,00 x136 E - .OGIO"I hereby certify that this plan has been prepared in accordance with the latest New Hanover30\RIM 20,0 TEMPORARY POOL 26.0 < A
IN
DRAINAGE 1 17.0 a6 ftJ No. ED RIM 29County Ordinances and Storm Water Design Manual."
` PERMANENT POOL 23. EE {
_ESMT k F E E 43-tE E INV116.0 8A Z
TTOM 12.5 ~
f Signature: P/2fx20fx24 ER RIM2Printed Name and Title: Phillip G. Tripp,.E. Q NV 26.15 1
f f E E `f•' ` ~�\ r • f
« - / / � `� • s �
E Date:
ONMRegistration Number: 17374 SEAL
E E r�
_ _....,. f � _ F. E E F\ X • � - - r' �� / ��
_.--_-^- _- ----- '�\` _7_1 E- E E E E E E F E E F E F F E E E E E E E f . E E E r W
„' � � F E E F E EE F E f E E E F F E E• E E E t- E E F E 4 F E E f F f E • � � - . � ',-""'-Z�\ • ,< • V E E E E E < E ! E E E E E E E E E f E E F F E F E E F E •? ` \\ M �Property Owner Certification: O co
F F E E F E E E f E E E E F % F E E E f E E E E E E E411' .EN�ERGNCY $PtLLWAYF E ,«« J« �� \ _ -- '� --- .��_ ,� - y Rom,\, E-1 �+ .{.� CD
a-E F E k E E ( E E E E E F f E r" E F k k E E E F E E E E E e '/ `�+ ✓ L✓
ELEV 29.0 E « « \ \ ' �✓ - ; '� "I (We) hereby certify that I (we} am (are) the current owner of the property and that upon
/J � -P ' \ � \� .\ ' \•�::`. �, �- • �...-.. • � !•y � _"'� ....%'"• %� fFE EEf F EE F FEE F FE E EEF F EEE FFf f---EFf- -f -FEE EFE E EfE E/EE�E F �EE• 'E EEE 1 E EE k EFE E EFE F FfE E FEE E FFF E ffE E FEE E %EF f EEE E EFE f fE< t FFF E fiEf EE tfE '� F f /
'� - ____ ..: 4' .•• _w• =-' = _.. >•� ,0
I
areceipt of "Authorization -To -Construct" any clearing, grading, construction or development,SS E E DRAINAGEE•AN( will be performed in accordance with this plan and that the applicable ordinances d rules of CO Co
I Z
4AI�TEYANNew Hanover County, the State of North Carolina and the Federal Government and its O O N"C, agencies which are hereby made part of this plan. As the owner, I (we)
accept full V- T
`\ DI �'OT'om'// •�'V%�!r ~
responsibility for the construction and operation and maintenance of the proposed facilities. I30' DRAINAGE ESMT SDMNo. 6 F E E f E k F E (We) will not attempt to transfer of this responsibility Without the written authorization of E f E E F E 7
I0~ 0I I �Z0
E New Hover County."
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f Signature: 170 i/
E E E f V 25.22
94 SS/Printed Name and Title:
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< Date: zcl
No. 5A co O\ i F EE F E NOTES:
o. wE F./ No. 1) PHASE 2B IS NOT LOCATED WITHIN 100-YR FLOOD ZONE.
E k F 5.17 > 2) CONSERVATION RESOURCES ARE SHOWN. . RIM 32.6
f-
INV 23.25 3) TOPOGRAPHY AND TREE SURVEY COMPLETED BY SHERWIN CRIBB LAND SURVEYING.
4) STREET LIGHTS TO BE INSTALLED.
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5) ROADS IN 2B ME PRIVATE.
f E � Nc�� 6) ALL IMPERVIOUS AREAS ARE TO DRAIN TO THE ENGINEERED STORM DRAINAGE SYSTEM.<�r F E /?- RI �
F RIM 287) CONTRACTOR SHALL FIELD VERIFY SIZE, MATERA, INVERTS AND LOCATION OF ALL EXIST
ING UTILM4,
INV 5
F E fF F F- f PRIOR TO INSTALLATION OF PROPOSED CONNECTIONS.INV208) 10 UTILITY EASEMENT ALONG ALL STREET FRONTAGE.
E E F E 697 SFE 56
1 MITIGATION
rv.
9) THIS SECTION SHALL NOT BE A GATED COMMUNITY. •
E ( E- E F <.- REQUESTED F E ��// / _-'-'S �/ �� .\ ,\- ", `� � \ 7, �, r
�,f 10 NO PARKING' OBSTRUCTIONS OR GATES WILL BE ALLOWED WITHIN THE PUBLIC RIGHT OF WAY. ► i i l
/��� ''� / gr \ ti�xks?3
E E E F f �i�/ /J\� �� NSF ���=`�._ 11) ALL DRAINAGE EASEMENTS MUST REMAIN FREE OF OBSTRUCTIONS INCLUDING FENCES. ��\\ CAR
F F E .. ' / J, / -� `� , A ��/� 12) THE DEVELOPER OR HOA IS RESPONSIBLE FOR MAINTENANCE OF ALL DRAINAGE EASEMENTS AND THE
\ �\ <C
STORMWATER SYSTEMS. I' i
2'iOF G /
� � � E E � E E F f E E F F E f E E E F ,' 1 � E {. ,.•'f E ' � .z•'• �-,_--• f� � � � ..�R'� � '� � •Q` � /
r- r, ( ,tiz u • S E A L
LEGEND
F E- E F f
E F E E E E F E E
17374 . a-
-f ID - PROPOSED STORM WATER
F E E f E fr,, "iE E E E E E F ¢. E. E. {. ,� N �l `„II�'< �,i!/ L� l \ '.-_._.__ _...-.- -- \ �- eo5- o i / _ < • • �' \
u--+� ( � ''•• \
ITS OF DISTURBANCE
��A •INE' �� \
u
\ =
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NOTE:
ALL LOTS SHALL BE GRADED TO THE
_ - -- _I,C04��--- STREETS SO THAT IMPERVIOUS SURFACES ;
_ .......... �_- rkk� It
-A. _A O
. .00
00
y ---� t���= x x TEMPORARY SILT FENCE
PROJECT BOUNDARY _
DATE 03 13 15
DESIGN PGT
W EXISTING WETLAND
DRAWN M LV
�.,_._-� EXISTING CONTQUI�.
PROPOSED STORM RAIN SYSTEM. `� �� - j `�� ,�O
5b
_ r
f _, t ._.._•� \\ � SITE PLAN _ , � -._ PROPOSEDSPOT:` ELEVATION00
n v
BAR, SCALE 1 "- 60 , N°-- __� _ - .xa
F's. .. •. ''' " �' �" 50' GRAVED�go
y %� PROPOSED TOP r(E WALL ELEVATION
•. _ ai
T'r _�-, CONSTRUCTION ENTRANCE % 'w�,L U ¢�S
r � .-,•A�- t �--'�.�'' SHEET 3 OF 9
} _ INLET w/INLET PROTECTION
' .. / r .,\W' rypy939� ✓ f 1` 1 , � r fr/ .� C1') \, '`\`�� # l'` / , , , \ � `---__ � ' t ..._---
' 60 30 O 60 120 180
1 - . �� �� 14021
-� FROM EACH LOT IS DIRECTED INTO . v y 1

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E E E
�138 SF
OF MITIGATION\ f E< E F E. E
REQUESTED E f E
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PROPOSED STORM DRAIN SYSTEM. ; ' ;' f a, w w�� I f — --� c�
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Certificate of Disclosure: PRIVATE ROADS
I (we) the developers of VILLAGE AT MOTTS LANDING PHASE 2B subdivision located in the
unincorporated area of New Hanover County understand that the roads in said subdivision
are designated private. I understand that ownership and maintenance of the roads will be
the responsibility of the developer until such time that the developer designates the
responsibility to the property owners' association. Responsibilities must be accepted by the
homeowners association as specified in the homeowner covenants for said subdivision. The
private roads in said subdivision are to be constructed in accordance with Section 52-4 of
the New Hanover County Subdivision Ordinance and all applicable County Codes which
includes the design, installation, inspection, and approval by a licensed Professional Engineer
(PE) recognized in the State of North Carolina prior to final plat approval for all or a
portion of the subdivision. If all or a portion of the road infrastructure system within the
subdivision is bonded through a surety, performance bond, or cash escrow, no bond shall
be released until all road construction improvements are complete and certified by the
Professional Engineer.
It shall be disclosed to the prospective buyer of a lot or lots within the subdivision that
road maintenance shall run through the property owners association in perpetuity after
acceptance from the developer until such time that the roads are re -platted as publically
designated roads and taken over for maintenance through
the North Carolina Department of Transportation (NCDOT) or appropriate governing authority.
Developer's Name
Date
Designer's Plan Certification:
"I hereby certify that this plan has been prepared in accordance with the latest New Hanover
County Ordinances and Storm Water Design Manual."
Signature:
Printed Name and Title: Phillip G. Tripp, P.E.
Date:
Registration Number: 17374 SEAL
Property Owner Certification:
"I (We) hereby certify that I (we) am (are) the current owner of the property and that upon
receipt of "Authorization -To -Construct" any clearing, grading, construction or development,
will be performed in accordance with this plan and that the applicable ordinances and rules of
New Hanover County, the State of North Carolina and the Federal Government and its
agencies which are hereby made part of this plan. As the owner, I (we) accept full
responsibility for the construction and operation and maintenance of the proposed facilities. I
(We) will not attempt to transfer of this responsibility without the written authorization of
New Hanover County."
Signature:
Printed Name and Title:
Date:
NOTES:
1) PHASE 2B IS NOT LOCATED WITHIN 100-YR FLOOD ZONE.
2) CONSERVATION RESOURCES ARE SHOWN.
3) TOPOGRAPHY AND TREE SURVEY COMPLETED BY SHERWIN CRIBB LAND SURVEYING.
4) STREET LIGHTS TO BE INSTALLED.
5) ROADS IN 2B ARE PRIVATE.
6) ALL IMPERVIOUS AREAS ARE TO DRAIN TO THE ENGINEERED STORM DRAINAGE SYSTEM.
7) CONTRACTOR SHALL FIELD VERIFY SIZE, MATERIAL, INVERTS AND LOCATION OF ALL EXISTING UTILMES
PRIOR TO INSTALLATION OF PROPOSED CONNECTIONS.
8) 10' UTILITY EASEMENT ALONG ALL STREET FRONTAGE.
9) THIS SECTION SHALL NOT BE A GATED COMMUNITY.
10) NO PARKING, OBSTRUCTIONS OR GATES WILL BE ALLOWED WITHIN THE PUBLIC RIGHT OF WAY.
11) ALL DRAINAGE EASEMENTS MUST REMAIN FREE OF OBSTRUCTIONS INCLUDING FENCES.
12) THE DEVELOPER OR HOA IS RESPONSIBLE FOR MAINTENANCE OF ALL DRAINAGE EASEMENTS AND THE
STORMWATER SYSTEMS.
IN
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I INITS
LOCATION MAP
it "' ` REVISIONS
No.
Date Description By
4
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SITE DATA: 0 ZU)
OWNER: AFTEW PROPERTIES, lLC V%
SITE ADDRESS (PER NHC GIS): 5878 CAROLINA BEACH ROAD Z
5625 RIVER ROAD O r ,
NHCo. PARCEL No. R07600-006-070-000
PART OF R07600-006-012-000
LATITUDE &LONGITUDE 34'07'37"N 77*54'18"W yZO
C\2
ZONING R-15 RESIDENTIAL DISTRICT F�
USE RESIDENTIAL DUPLEX &SINGLE FAMILY O
PROJECT AREA 35.6 ACRES
DISTURBED AREA 24.7 ACRES O 0
P4 Ac�
TOTAL No. OF UNIT PROPOSED 88 UNITS w Z �
No. OF BEDROOMS PER UNIT 3
PROPOSED IMPERVIOUS AREA
56 LOTS @ 3,500 SF 196,000 SF
32 LOTS 0 5,000 SF 160,000 SF n�
ROADS INCLUDING CURB &GUTTER 135,040 SF �i w
SIDEWALK 79,115 SF Z
FUTURE 5,000 SF ►—I L�
TOTAL PROPOSED IMPERVIOUS AREA 515,155 SF �
*PARKING TO BE LOCATED WITHIN PRIVATE DRIVEWAYS
A PROPOSED SANITARY SEWER FLOW:
(360 GPD x 88 LOTS) 31,680 SF W
PROPOSED WATER FLOW: 00
(400 GPD x 88 LOTS) 35,200 SF
z_COw�
DEVELOPER:
AfTEW PROPERTIES, LLC
DR. ARNOLD SOBOL, MANAGER
2020 S. CHURCHILL DRIVE
WILMINGTON NC 28403
PHONE [phone]
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LEGEND
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PROPOSEDSTORM WATER
LIMITS OF DISTURBANCE
x x TSF
TEMPORARY SILT FENCE
PROJECT BOUNDARY
y w w w
EXISTING WETLAND
--- - -- -- 2-- - --
EXISTING CONTOUR ,
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PROPOSED SPOT ELEVATION
%y
3¢)S
PROPOSED' TOP OF WALL ELEVA
INLET w/INLET PROTECTION
SITE PLAN
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BAR SCALE 1 "_ 612
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•��ESSIr1A %,'�
S E A L
•• 17374 ' a
� • ,F • e
DATE 03-13-15
DESIGN PGT
DRAWN M LV
60' 30' O' 60' 120' 180,
SHEET 4 OF 9
14021

BAFFLE CONSTRUCTION SPECIFICATION:
REVISIONS
1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE.
2. INSTALL THE COIR FIBER BAFFLES IMMEDIATELY UPON EXCAVATION OF THE BASINS. '
3. INSTALL POSTS ACROSS THE WIDTH OF THE SEDIMENT TRAP. ARM ASSEMBLY q" Date o. Description By
4. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES AND SPACED A MAXIMUM OF 4 FEET APART. THE TOP OF THE FABRIC SHOULD ;: -EXISTING TREE
BE 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE EARTHEN :: 'C' ENCLOSURE
EMBANKMENT.
5. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE POINT. BASINS LESS THAN 20 FEET IN LENGTH MAY "
USE 2 BAFFLES. "
6. ATTACH A 9 GAUGE HIGH TENSION WIRE STRAND TO THE STEEL POSTS AT A HEIGHT OF 6 INCHES ABOVE THE SPILLWAY ELEVATION WITH
PLASTIC TIES OR WIRE FASTENERS TO PREVENT SAGGING. IF THE TEMPORARY SEDIMENT BASIN WILL BE CONVERTED TO A PERMANENT
STORMWATER BASIN OF A GREATER DEPTH, THE BAFFLE HEIGHT SHOULD BE BASED ON THE POOL DEPTH DURING USE AS A TEMPORARY -�
SEDIMENT BASIN. TOP VIEW WATER ENTRY UNIT
7. EXTEND 9 GAUGE MINIMUM HIGH TENSION WIRE STRAND TO SIDE OF BASIN OR INSTALL STEEL T-POSTS TO ANCHOR BAFFLE TO SIDE OF BASIN SCEEDULE 40
s+
AND SECURE TO VERTICAL END POSTS.
PVC PIPE VENT PVC PIPE `� {
8. DRAPE THE COIR FIBER MAT OVER THE WIRE STRAND MOUNTED AT A HEIGHT OF 6 INCHES ABOVE THE SPILLWAY ELEVATION. SECURE THE PVC END PVC ELBOW
COIR FIBER' MAT TO THE WIRE STRAND WITH PLASTIC TIES OR WIRE FASTENERS. ANCHOR THE MATTING TO THE SIDES AND FLOOR OF THE + �`
BASIN WITH 12 INCH WIRE STAPLES, APPROXIMATELY 1 FT APART, ALONG THE BOTTOM AND SIDE SLOPES OF THE BASIN.WATER SURFACE I I
9. DO NO SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN. •. .• DRIPLINE -
10. ADJUSTMENTS MAY BE REQUIRED IN THE STAPLING REQUIREMENTS TO FIT INDIVIDUAL SITE CONDITIONS. • • • •• 1 ��
3' MIN. STAKE
SCHEDULE 40 �. ; HEIGHT ABOVE
SUPPORT ROPE PVC TEE PVC END CAP PVC PIPE ORIFICE PLATE PROTECTIVE GRADE
TO WIRE TO SUPPORT POST STAKE TO SUPPORT WIRE PVC PIPE I" HOLES BARRIER
PREVENT SAGGING 24' INTO BOTTOM IN UNDERSIDE PVC TEE
OR SIDE
FLEXIBLE HOSE
CONNECTED TO ORIFICE
--------------------
� f I
'� 1 .-� 1" `�„� '^' - \� _.ti` •mow _ � � .�..' � "'/7 I '. y ,.^ `L �/ `
END VIEW FRONT VIEW
NOTE:
FAIRCLOTH SKIMMER DETAIL TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
OIR MESH OR SIMILAR, STAPLES OR TRENCHED - PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
INTO BOTTOM OR SIDE NTS DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
CROSS SECTION OF POROUS BAFFLE BASIN #1: 5" SKIMMER W/5" ORIFICE THE TIPS OF THE OUTERMOST BRANCHES.
BASIN #2: 5" SKIMMER W/4.4" ORIFICE 3'-,0" HAND RAIL -•SEE ARCH.
NTS - METHOD OF TREE PROTECTION DURING CONSTRUCTION
POROUS BAFFLE DATA BASIN #3: 2.5 SKIMMER W/2 ORIFICE
d-
NOT TO SCALE
BASIN OF BAFFLES SPACING BETWEEN BAFFLES
CAST IRON BOX WITH
1 3 40,75' LOCKABLE CAP 2 5 CONT. IN CON
FILD BOND B
2 3 25' SURFACE SEAL 4'
_ _ _A N - - - - - - _ _ _ _ - - `.` (/4 MESH MAX
HARDWARE
' I .. 11-f t.I I -1 11-1 1 1.. 11-1 I ... i 1-1I i-1 I -1 f I I !-1 I•. ° =11-1 11-1 11-1 11-1 11-1 I i-1 11-1 I -1 11-1 I I-1 11-1 11-1 11- cR,a v. HORN ,tT.
3 3 32.5 - - - - - _ - - •'. EINF. 0 8 O.C.
v v NCDOT #5 OR # 57 STEEL POSTS
v v o ,�� WASHED STONE
TOP 29.25 ° ° CLEAN WASHED COARSE FILL CORES SOLID w/GROUT
v.. v v SAND OR FINE GRAVEL N O REINFORCING O
• , o
:.:v v v :.. » • #4 O 24" O.C.
::U. GROUNDWATER 2 DRAINS o 4•-O
COVER w FILTER FABRIC NCDOT #5 OR # 57
wb TOT S 0 do NAILED 2 1/2» WASHED STONE N
RETAINING WALL RETAINING WALL ::n v v :b: 4" 0 PERFORATED PVC PIPEim
o
SEE DETAIL SEE DETAIL :.:. v v d a
3 .v.•. v v .: #4 O 12" O.C.
BOTTOM 25.0 :: v v :v: '
" 2 cLR.
BOREHOLE (6 0) � ,2 ,� E E--�
_i I I -I I I -I I_i ...
W
CONSTRUCTION SPECIFICATIONS: O
° ° "'-v 4<4 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING
NOTE: 4" OF CLEAN SAND TO BE PLACED IN �.. THE INLET. Zj
BOTTOM OF INFILTRATION BASIN AT ELEVATION 24.67 :' 3" CLR. #4 0 24' O.C. 2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND FILTERED
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND WATER
' 3'-4" THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
N F'1 LTRATI O N BAS I N DETAIL
w.. v v 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH.
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
NTS WET DETENTION BASIN N0 1 DIMENSIONS MIDDLE, AND BOTTOM. PLACINGA 2-FOOT FLAP OF WIRE
NTS :�:�::v�:��r:�:�::�.
PICAL RETAINING A MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. MAINTENANCE: z
„ , 4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 INSPECT 111 AT LEAST WEMY MID AFTER EACH SIt�WCM (� OR GREATER) RAINJFALI EVENT. V 1
OUTLET STRUCTURE DATA 1 =40 SSLOPE WITH A MOOTH TO HEIGHT 16
GRADE. INCHES AROUND THE WIRE, AND I RED DEBRIS o CARE III TO WAI OR APR AD II II
FL0�11NG F...1
1. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO NEW HANOVER 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVAL REPL a STONE AS NEEDED• H o
OUTLET OBSERVATION WELL DETAIL COUNTY FOR THE RETAINING WALL PRIOR TO CONSTRUCTION. REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. O T 1
BASIN # TOP ELEV. BOTTOM INLET (ORIFICE) WEIR SIZE/INVERT OUTLET INV. IN/ NTS 6. COMPACT THE AREA PROPERLY A.ND STABILIZED IT WITH GROUNDCOVER. Z
ELEV. SIZE/INVERT SIZE INV. OUT
PERM. POOL TO 50 PLANTS HARDWARE CLOTH AND GRAVEL INLET PROTECTION R'
1 18.40 15.00 3.0"/14.50 30"/16.00 30 inch 15.10/15,00 SHELF BOTTOM PER 200 SF QUANITYws
A �
BASIN#1 BASIN#2 BASIN#1 BASIN#2 PLANT TYPE BASIN#1 BASIN#2 BOTANICAL NAME COMMON NAME ROOT CALIPER z o
2 29.00 23.0 2.00"/23.50 9"/26.00 30 inch 23.5/15a5 �i
412 229 SAGITTARIA LATIFOLIA DUCK POTATO CONT. 4" POT
3300 SF 1832 SF 825 458 HERBACEOUS VARIES 6'-8' MIN. z
413 229 PONTEDARIA CORDATA PICKEREL WEED CONT. 4" POT AS DIR. BY ENG. U
0 WEIR PERM. POOL TO 50 PLANTS STEEL POST
W
QUANITY , WIRE FABRIC
SHELF TOP PER 200 SF E-+
NOTE: `� BASIN#1 BASIN#2 BASIN#1 BASIN#2 PLANT TYPE BASIN#1 BASIN#2 BOTANICAL NAME COMMON NAME ROOT CALIPER I �_ - - W W
q MIN. 12-1/2 GA. o m FILTER FABRIC A y
WHILE SKIMMER IS FUNCTIONING, q F-�
CLOSE ALL OPENINGS OF THE OUTLET STRUCTURE o HERBACEOUS 377 203 HIBISCUS LAEVIS HALBERDLEAF ROSE MALLO CONT. 4" POT INTERMEDIATE WIRES
3017 SF 1628 SF 754 407•
EXCEPT THE TOP AND THE INLET (ORIFICE). 377 204 EUPATORIADELPHUS FISTULOSUS JOE PYE WEED CONT. 4" POT w T 1
15
INLET (ORIFICE) NO PLANTINGS WITHIN
10' OF OUTLET A. -I
�6" 4'-0" 6" STRUCTURE _ _ ANCHOR FABRIC SKIRT It
� NOTES: o AS DIRECTED BY ENGINEER ^ 00
PLAN 1) NO PLANTINGS WITHIN 10' OF OUTLET STRUCTURE. Lry
- " " RING BARSOPENING 4 2) ALL LANDSCAPE MATERIAL, INCLUDING GRASS, C
GALV. BAR GRATING 1 x1/8 BEARING (MAX( '� W
FASTEN WITH TYPE J CLIPS. ATTACH TO 1-1/4"x1-1/4"x1/4" W . W . W . . SHOULD BE PLANTED IN GOOD TOPSOIL. NATIVE NOTES:
W W W W W W W W
W W W W W W W UNDERLYING SOILS MAY BE SUITABLE FOR PLANTING IF 1--� t�
TOP OF BANK 3 GALVANIZED ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET W W W W W DUCK. POTATO' .13cW PI1CL(EREC_W W W W " FI
-11 STRUCTURE. W W W W W W W W W W W WEEDW PLANTED W W W W W W W W W W W W W AMENDED WITH 4 OF WELL -AGED COMPOST TILLED INTO NOTES: ;I
• • W W W W W W W Y W W W THE SUBGRADE. COMPOST SHOULD MEET 1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND o
• W W W W W W SEE CWT �MR # OI7PLANT& W W W SPECIFICATIONS FOR GRADE A COMPOST QUALITY. SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY W
W W W W W W W W W W • . . * . . • W W W W
W W 800M /� W W W W W W W W W W W W W W
W W W `�G' �Ir W W W W W W W W W W W W W W W W 3) A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING SPACING.
P •` � W ��r{///'�''',��yyyp...��',��,...,/`•�{ SHELF. W W W W W W W "' "� "' "� "' "� 2. FABRIC SHALL BE FOR .EROSION CONTROL AND MIN. OF � � �
PVC ORIFICE STUBBED INTO OUTLET STRUCTURE TO W W V E^�•�N 'T ED SHELF. W W W W W W W W W W W W W y
W W W W W W W W W W W W W W W W W W W W W REQUIREMENTS FOR PLANT SURVIVAL/REPLACEMENT. �
36" IN WIDTH. FABRIC SHALL BE FASTENED z 0 co
O co
(1) PVC SCREW TYPE PLUG (TOP) W W W W W W Y W W W W W Y W 4) PERMANENT VEGETATED STABILIZATION OF THE POND ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
(1) PVC TEE i� W W W W W W W . W . . . . W W W W W SIDESLOPES WILL BE REQUIRED PRIOR TO FINAL
W W •l W VW W W W W W W W W
ENGINEER. -�-� � � � �
W W W W W W W W W W W W
W W W W W W W W W INSPECTION. 3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE O 1 1 C:
WEIR W W W W W W W W SELF -FASTENER STEEL ANGLE TYPE. Z Co Co c�
OUTLET WWWWWWWWWWWWW W
/Zy
INLET W W W W W W W LL
W
(ORIFICE) SHALLOW WATER TEMPORARY SILT FENCE I I
� o ooW
BOTTOM I _ TOP OF NTS �,
I-11 1 VEGETATED SHELF WET DETENTION BASIN NO, 2 DIMENSIONS Of
6" 4,-O„ Of
6" - �I=L= HALBERDLEAF ROSE MALLOW SHALLOW LAND 1 40' a .
& JOE PYE WEED PERMANENT POOL A A Z o 1-� o
SEE CHART FOR # OF PLANTS OP N
TYPICAL VEGETATED SHELF LANDSCAPING DETAIL E-� a w
G
SECTION A - A ��
NTS TOP 0 F BANK v QJ �
ELEVATION 29.25
WET DETENTION BASIN OUTLET STRUCTURE
NTS EMERGENCY SPILLWAY DATA
PJ
BASIN # TOP OF BANK BOTTOM OF WIDTH SEE PLAN 6' MI .Raw
WET DETENTION BASIN DATA ELEV. SPILLWAY ELEV. (FEET)
TEMPORARY PERMANENT EMERGENCY BOTTOM SEDIMENT BOTTOM 2" 3"
BASIN # TOP OF BANK ELEV. SHWT 1 19.40 18.40 40 COARSE AGGREGATE
POOL ELEV. POOL ELEV. SPILLWAY EL. MAIN/FOREBAY MAIN/FOREBAY 2 30.00 29.00 40 ;•. SEE PLANC'0
1 19.40 16.00 14.50 15.03 18.40 10.0/10.0 9.0j9.0 FILT R FABRIC �`����••' Ess�''•<
WIDTH '� SECTION A - A (MIRAFI 100 X OR �y
2 30.00 26.00 23.50 28.17 29.00 12.5/19.5 11.5 j20.5
APPROVED EQUAL) TEMPORARY GRAVELLED
�: •Q�••.
_ S E A L -_
NOTE: BASIN #2 SHALL BE LINED WITH A CLAY OR HDPE LINER FROM ELEVATION 23.5 TO 28.0. 12 ENERGY DISSIPATOR- CONSTRUCTION ENTRANCE '
3 NTS = 17374 ' Q
TOP OF BANK 1 NTS ? '
10' VEG. BOTTOM OF SPILLWAY �� '•GINE ���
10 VEG. r � / /,• • • � •., �
\,SHELF SHELF.,
ENERGY DISSIPATOR DATA '�A OREGO����`��\
TOP OF BANK FLOQQ Egg TOP OF BANK
Ste• # Q25 (CFS) L (ft) W (ft) D (ft) PIPE SIZE (inch)
BOTTOM OF POND
1 L_ TOP 0 F
ELEVATION 25.0 DATE 03-13-15
3 ' 1 � o BOTTOM OF SHELF 1 � 1 TOP 0 F BANK 1 51.96 22 22 2.0 42
1 _J1 1 L _ FOREBAY -�� RIP RAP LINED BOTTOM OF SPILLWAY 2 37.46 20 20 2.0 36 DESIGN PGT
3 MAIN POOL 3 3 3
DRAWN M LV
BOTTOM BOTTOM 3 3 INFILTRATION BASIN NO. 3 DIMENSIONS 3 7.53 10 10 1.5 15
SEDIMENT BOTTOM - - - - -
SEDIMENT BOTTOM 1 II i =► I I=+ i +=i � �_ =iTi=i i �_ =i i I-� � �=-i i 1 „ , ._
�-I III- III- III-� 1 = 40 _
4 12.38 10 10 1.5 24
* POND SLOPE TO BE SEEDED IN ACCORDANCE TO SEEDING SPECIFICATIONS
* 10:1 VEGETATED SHELF TO BE PLANTED WITH WETLAND SPECIES I.E. PICKEREL WEED, DUCK POTATO, SWAMP ROSE, BLUE FLAG 5 12.38 10 10 1.5 24 C8
AND CARDINAL FLOWER COMPACTED SUBGRADE'C'
* A PUMP WILL BE PROVIDED TO DRAIN THE BASIN FOR MAINTENANCE AND EMERGENCIES 6 28.76 12 12 1.5 30
WET DETENTION BASIN & FOREBAY SECTION, EMERGENCY SPILLWAY DETAIL 7 12.38 10 10 1.5 38x24 SHEET 8 of 9
NTS NTS
14021

6"
VALVE COLLARS
I
2 MAX
PERMANENT
:'
# 12 THHN COATED :
LOCATING WIRE .•
•. /i
2" GALV. /�
2" GIP THREADED COUPLING
SLOPE UP - O00o
0 0 0
,00000c - _\ k___ - . /
0 o c \\i
O O O O O O
)OOOOOOOOOOOC`�\/
o O o o �
RODDED 2" THREADED SQUARE "\'/\�'/\''. \,�\��`�
TO BLOCKING NUT BLOW -OFF VALVE #67 STONE
REDUCING CAP 48»
12" VALVE COLLARS
n
D °
/ + / / // / / / / / / / / / •'D `
S NU
4
2 .
Q 36 MIN
7-7-7-1-1-7-11 2' MAX
11
VALVE BOX 0TTO
CONTACT WATER
P R I TEM ORA Y
STAB-IN
SOIL
PIPE CASKET MAIN NOR VALVE I,
" TAMPED BACKFILL '`/�
5
12 THHN COATED
:�
LOC
ATING WIRE
.\
r
./
n n
2 GALV.
,\
512-558
............. n /
i
2 GIP THREADED COUPLING \
0 ...( /•
410. 0'
MAIN VALVE MAIN SLOPE UP o0000
)Oo00� //
STANDARD o o O \,
[VALVE BOX - �000°c ,
BOTTOM SECTION )0000000000000/�'
10 \REDUCING CAP /�000000 0o0oc%
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R F VA V ODDED
".......................... .. * " .. t
/ \
BLOW -OFF L E
A T MAI T N EUL 0 NSZE 0 BLOCKING Q 7 STONE
#
6 SO E
48
r71-1 L ................................ NOTES:
TAMPED BACKFILL
NOTES: 1. BLOW -OFFS ARE REQUIRED ON ANY PERMANENT AND/OR TEMPORARY
DEAD END MAINS AND ARE TO CONSTRUCTED PER APPROVED PLANS.
1. GATE VALVES SHALL COMPLY WITH AWWA C-500 AND BE IRON BODY, PARALLEL SEAT VALVES AND BLOW -OFFS SHALL BE BLOCKED IN
TYPE, BRONZE FITTED W/ RESILIENT SEAT. LEFT HAND OPEN (CCW). 2. ALL BENDS, TEES ,
ACCORDANCE WITH AWWA STANDARDS.
2. BROOKS 24" VALVE BOX COLLAR MAY BE USED. 3. BLOW -OFF TO BE APPROVED BY UTILITY PRIOR TO INSTALLATION.
GATE VALVE AND EXTENSION BLOW -OFF DETAIL
NTS NTS
FINISHED _,_ - 4' X 4' PRECAST CAST IRON FRAME L 4 11 11
GRADE CONCRETE VAULT AND COVER Wi . : ' • -
U.S. FOUNDRY USF 170-E-ORS ; . . ' • ..
OR EQUIVALENTlIzz- C_ .- .. ...
' ' • '
GROUT
4" MAX.
316 S.S. PIPE W/ ELLS
. I . - �* . . : , j
2'x2'x4" CONCRETE
PAD REQUIRED ON
ALL VALVES.
vTOPV STALNEDAgRpD�
SECTION
2'
L
2$
r
N
GRADE
PAVEMENT
4 ., ' ,
o. 4
-
5" HEAVY WEIGHT77
f
*
. .Q
e .
"
CAST IRON SOIL
PIPE FOR EXTENSIONS
12 THHN
DATED
VALVE
LOCATING WIRE
BOX
MIN. BEARING AREA EACH DIRECTION
OF THRUST IN SQUARE FEET
(based on soil supporting value of 2000 psf 4 200 psig test. pressure)
PIPE
SIZE
TEES &
DEAD ENDS
90,
ELBOWS
45• ELBOW
&CROSSES
22-1 /2•
ELBOWS
6"
4
6
3
2
8"
7
10
5
3
12"
15
21
=11
6
.', Z VALVE (TYP.)
PREMOLDED PLASTIC . ', SEE NOTE 3 ELBOW
almimimimal CONCRETE THRUST
JOINT FILLER * . , . 2" PORT WITH M.J. PLUG BLOCK (TYP)
5" WALLS (MIN) °.' THREADED PLUG _ '-
• it ..4 . .+ ..
PIPE PLUG (TYP) '.°. CUT OUT FOR FORCE ,I �.
2"' NIPPLE I r ASN OR REQUIREDTER MAIN ; : I NOTES:
" ; .: 1. THRUST BLOCKS SHALL BE INSTAL
BALL VALVE SEE NOTE 2 ( I PVC WATER DISTRIBUTION LINES
q .
2 NIPPLE 12" DIA. IN THE MANNER SHOWN.
" '' ' DUCTILE IRON ' : 1 DEAD END
SERVICE SADDLE WITH - 2. PIPE GREATER THAN 12 INCH DIAN
'' I.P.S. THREAD SHALL REQUIRE RESTRAINT JOINT
FITTINGS AND . • • . ..1: - . HORIZONTAL BENDr. THE PROPER LENGTH.
PIPE FOR
A.R.V SHALL BE 316 A. 4 F
SIDE EXCAVATIONS (TYP) 3. COMPACT FITTINGS ARE NOT ACCE
� STANDARD FITTINGS SHALL BE US
- t - - - = CONCRETE THRUST BLOCKING.
. •.::.: .
6" ' ' " •• ` 4. THRUST BLOCKS SHALL BE INSTAL
>, .
BEDDING ROCK ; : •" • `'
WATER MAIN IN THE MANNER SHO
8" X 16" REINFORCED '
CONCRETE F0011NG 5. IF SAC-CRETE IS USED, MIXING MI
NOTES: SITE UTILIZING A MECHANICAL MIX'
• .. o ' ; ' ' • .. • . ' ' .. �. s: THE MIX APPROVED BY AN ACI LE
1. ABOVE DETAIL IS BASED ON 2" AIR RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR ' ; '.''; OPERATOR.
OTHER VALVE SIZES. VALVE SIZES SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY AQUA - * _ -
NORTH CAROLINA, INC. PRIOR TO INSTALLATION. - 6. NO CONCRETE SHALL BE PLACED
WRAP JOINT FITTINGS WITH PLAS11
2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET.
ALL BEARING SURFACES 7. CONCRETE SHALL BE A MINIMUM
3 FOR POTABLE WATER MAINS VALVE SHALL BE APCO #200 (2),� SHALL BE AGAINST AND THE TICKETS TURNED INTO T1 OR EQUIVALENT UNDISTURBED GROUND
AE'E VALVE(TYP) CONCRETE SHALL BE 8• ALL BEARING SURFACES SHALL BE
AIR KEPT CLEAR OF UNDISTURBED SOIL AND SHALL BE
PIPE JOINTS (TYP) APPROVED BY AQUA PROJECT COI
NTS TEE PRIOR TO PLACEMENT OF CONCRE
45' 60' RIGHT-OF-WAY CROSS
THRUST UNDISTURBED 9. USE OF RESTRAINED JOINT DUCIII
BLOCK SOIL WILL BE REQUIRED IF SOIL CONDIT
AREA OF NOT ALLOW THE USE OF THRUST
PLAZA SIDEWAL BEARING 10. ALL VERTICAL BENDS SHALL BE R
2' 22'-0" 2' 5'MIN. 5' ' USING RESTRAINED JOINT DUCTILE
PIPE.
U>�
:.�
1 /4"/FT 1 /4" FT
1-11
..°..':
° ° 4" TOPSOIL ELBOW
° SEED & STABILIZE TYPICAL THRUST BLOCK
8" NCDOT STONE BASE N1
Ts
1-1/2"
9.5A NCDOT ASPHALT VALLEY CURB PER
NCDOT STANDARD PLAZA
VAR .-
:i,I,.%.t
TYPICAL CUT. -DE -SAC ROAD CROSS-SECTION Tf N -.k.i
:
1 'Y,, .. �`.•,
.�_�
NTS . ` :.'
s 2; r
z .. i� = h' 1;'.
50' RIGHT-OF-WAY 1_ ,t',.,
�. ; U,
STOP BAR
PLAZA sIDEWAL
2' MM M V
24' 0" 2' S'MIKI 5'
BROOK PLASTIC METER
WITH BLANK METAL LID
2'-6" MIN SITE WORK NOTES REVISIONS
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO
THE SITE. pate Description By
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED
TER PROVIDED BY UTILITY MINIMUM 24" HORIZONTAL CLEARANCE FROM ANY OBJECT TO REMAIN.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, ''; DEBRIS, EXISTING STRUCTURES ABOVE
AND BELOW GRADE, ORGANIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
- DUAL BACKFLOW PREVENTION 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL OF ANY
J) FIRE HYDRANT, PUMPER NOZZLE TO BE SOFT AREAS.
v PERPENDICULAR TO STREET. 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A
PROPERLY PERMITTED FACILITY.
24" X "24" X 4" THICK CONCRETE PAD 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
OR 24 BROOKS VALVE BOX. 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED EARTHWORK CONDITION. THE CONTRACTOR
I
A7 SHALL BE RESPONSIBLE FOR CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED' GRADES.
__V 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE PROPERLY'PERMITTEO FACILITY AS REQUIRED.
:9
ROADWAY _ „iir- ( O 18" MIN CLEARANCE N 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES' DURING CONSTRUCTION. BEFORE
"- '',4 L COMMENCING ANY EXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE EASEMENTS, THE
II„iI��ii„ill,;, 7
- VALVE BLE „ �i M
III -." \ \ \ \ CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR
�„�\'�\'\,�\,�\, '�\,�\,�\, -\ -\ �\ �, /, /, /, �� �/ :,.,.,.,.' TO EXCAVATING. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ RECONNECTION AND/OR THE RELOCATION
Ili
„,11 � ,,,I! , ,! 1 36" MIN ,_ramL �I OF ALL EXISTING UTILITIES WITH APPROPRIATE PERSONNEL.
L_ J VALVE BOX - 11. EXISTING SURVEYING PERFORMED BY SHERWIN CRIBB AND SUPPLIED BY THE OWNER,
6 GATE VALVE 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE THE CONTRACTOR SHALL REPORT ALL
BACKFILL, TAMPED IN 6" LIFTS i Tig Tit 3'-6" MIN. # 16 THHN COATE CONC. THRUST DISCREPANCIES OR QUESTIONS TO THE ENGINEER PRIOR TO INSTALLATION.
I I ffLOCATING WIRE BLOCK 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
3'-O" MIN. TYP.
#LOCATING WIRETE 111 �! COMPACTED BACKFILL A6" MAIN, MI 14. ALL PVC UTILITY MAINS SHALL B INSTALLED W F "cm�
y n NS L E S LLED WITH A MINIMUM 0 36 COVER AT FINAL GRADE.'
\ (TAMPED IN 6 LIFTS)
1 11 11 1 1 I 1 n 1 , 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. METERS, TAPS, MATERIALS, WORKMANSHIP AND
0 0
A F LL EES SHA TRESPONSIBILITY F LL BE HE 0 TH CONTRA TOR AND P R A E C SHALL COMPLY WITH ALL REQUIREMENTS. EMENTS. L WATER SERVICES
, •L E SE E
/
a. ,Q
-- IT- I-III-III=� 11=1 I I I I-1 I I=1 i i=1 I I
MIN. BRANCH
-I I - i _ _ y/ : �• � •., y/ CONNECTIONS SHALL ALSO MEET AQUA SPECIFICATIONS.
�/ ` 16. ALL PAVEMENT BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING WORKMANSHIP, RIA A PM T / RDS INCL DMATE MATERIALS AND EQUIPMENT.
. F--'I
/ r
UNDISTURBED SOIL D
APPROPRIATE BARRICADES, \ \ E B R ICADES SIGNS LIGHTS OR OTHER TRAFFIC CONTROL PROVIDED I ACCORDANCE W T N T \ \ \ \ \ \ \ \ \ L DEVICES SHALL BE 0 DED N WITH NCDOT TO
C S 200 si MUELLER MODEL 1404-2 METER YOKE / j ... j �/ �,�/�\,\�j�,�j�� ��\, //\j� 1'-0' MAINTAIN SAFETY AND TWO WAY TRAFFIC.
1 f,OR DOUBLE SERVICE �, ,\3/4 BRIDLE ROD .\,�\. 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR
/ 3/4 FOR SINGLE SERVICE TO INSTALLATION. ALL AREAS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
13 N CU. YD. CRUSHED STONE MI .
/ BLOCKING AS REQUIRED 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS AND INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S REQUIREMENTS.
WATER MAI CT ER S RE UIREME S
CONC. THRUST BLOCKING
Q
UNDISTURBED
U BED SOIL
19. USE WHITE LAN MARKING PAINT FOR P P F - - P
NOT PLUG DRAIN
E K G ALL PAVEMENT MARKINGS. PAINT SHALL BE A CHLORINATED' RUBBER ALKYD S TT P 115 TYPE DO L
MUELLER SINGLE STRAP SADDLE WIT 111, FACTORY MIXED, QUICK DRYING, NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR NIGHT REFLECTING.
COMPRESSION CORPORATION STOPS 20. DUCTILE IRON SHALL BE CLASS 50.
NOTES: 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS - AIR
NOTES: 1. ALL HYDRANTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH AWWA STANDARD ENTRAINED.
C503-82. 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE
TO A FAILED TEST WILL P F .
T MAIN AND METER BOX.
E LL BE AID OR BY THE CONTRACTOR
1 LOCATING HALL TER
MINATE A
LOC TI G WIRE S
23. SEE GEOTECHNICAL REPORT N C L 0. DATED BY FOR ADDITIONAL REQUIREMENTS,
__ �, _M�__, r�_N� _ L
FIRE HYDRANTS WILL BE INSTALLED
2 D S LLED IN TRUE VERTICAL POSITIONS.
W
GENERAL ATER NOT S
P PLASTIC INSERT SHALL
E
2. ALL FITTINGS SHALL BE BRASS MUELLER COMPRESSION TYPE. A LAST C SE
U)
P LYETHYLENE PIPE IS USED
BE INSTALLED AT ALL TERMINATIONS WHERE 0 . 3. ALL BENDS, TEES, VALVES AND BLOW OFFS SHALL BE BLOCKED IN ACCORDANCE 1. ALL WATER MAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH AQUA SPECIFICATIONS FOR WATER WELL CONSTRUCTION.
WITH AWWA STANDARDS. 2. WATER MAIN MATERIAL SHALL BE C900 DR 14 PVC.
3. ALL SERVICE PIPES UNDER ROADS OR DRIVEWAYS SHALL BE SLEEVED WITH SCH 40 3. HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS SHALL BE PER DIVISION 3, ITEM 14.3 OF AQUA SPECIFICATIONS FOR WATER WELL &N-4 <4
PVC A MINIMUM 1 FOOT OUTSIDE OF PAVEMENT EDGE. 4. HYDRANTS SHALL HAVE NATIONAL STANDARD THREADS. CONSTRUCTION. Z
4. PRESSURE TEST AND DISINFECTION REQUIREMENTS SHALL BE PER DIVISION 3, ITEMS 14.5 AND 146 OF AQUA SPECIFICATIONS FOR
SERVICE CONNECTION DETAIL :I
NTS NTS 5. NOTIFICATION OF CONNECTIONS TO EXISTING MAINS SHALL BE PER DIVISION 3, ITEM 12.3 AND REQUIREMENT THAT AN AQUA O O
REPRESENTATIVE BE ONSITE DURING ANY CONNECTIONS TO EXISTING SYSTEM PER DIVISION 2, ITEM' 5.4.1 OF AQUA SPECIFICATION FOR
WATER WELL CONSTRUCTION. P4
SHEETED OPEN 6. CURBS ARE TO BE MARKED WITH A "W" WHERE THE WATER SERVICE CROSSES UNDER THE CURB PER DIVISION 3, ITEM 14.9 OF AQUA 9:�
SPECIFICATIONS FOR WATER WELL CONSTRUCTION. U
TRENCH TRENCH 7, 48 HOURS NOTIFICATION TO AQUA BEFORE CONSTRUCTION IS TO BEGIN AND BEFORE ANY CONSTRUCTION IS BURIED PER DIVISION 1, ITEM
2.1.7 OF AQUA SPECIFICATIONS FOR WATER WELL CONSTRUCTION. M
CONSTRUCTION SEQUENCE P`4 E"i
x I
\/ /
\� �\
\/
o = 36" MIN COVER
`2 ,\\ #16 THHN COATED
Q_ � / / OR LARGER LOCATING WIRE.
o \ 18" TERMINATED AT VALVE BOXES
= ~ \/ ROCK FREE /
z =
�2 .< \\ SOIL \�
�/ if
SHAPE TRENCH TO FIT
= = \\ 12" 12 BOTTOM OF PIPE
z 85 \/
-i V ( /
I \/Y to \\
m N¢ \/ x x x x x x x x x x /\,
/\ \/
SITE AREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIMEFRAME
TIMEFRAME
ON
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES
AND SLOPES
HIGH QUALITY
7 DAYS
NONE
WATER (HOW)
ZONES
SLOPES STEEPER
7 DAYS
IF SLOPES ARE 10' OR
THAN 3:1
LESS IN LENGTH AND
ARE NOT STEEPER THAN
2:1. 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR
14 DAYS
1 DAYS FOR SLOPES
FLATTER
GREATER THAN 50 FEET
IN LENGTH
ALL OTHER AREAS
14 DAYS
NONE (EXCEPT FOR
WITH SLOPES
PERIMETERS AND
FLATTER THAN 4:1
HQW ZONES)
1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
�j
2.
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
0
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
Z
3.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
4•
ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN,
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE
Cr�
Z
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE
W
CLEANED OUT AS STATED OR WHEN HALF FULL.
5.
IE APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
O
ZC\2
U
6.
IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
%
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
W
ENTERING STORM DRAIN PIPING.
A
�'I
7.
A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
Z
8.
ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF
.01:�
>00W
w
Q
9.
ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS.
MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
U)
Z
10.
MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
U)
-4:4
x X x x x x X x X x x x \ SEE NOTES
/ PLAN PROVE TO BE LESS EFFECTIVE. P4 x
x x x x " 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. t"'4
iNPDES GROUND
�Y�//' xX X x � ___ ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. �i/\/ / / / / / /� STABILIZATION CRITERIA MAINTENANCE PLAN E'♦
��/��/���<</x�/��/��/� � 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND W W
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN -- &--I 0'.1 Z
3(_"1 LATE WINTER do EARLY SPRING oNCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
NOTES: UNDISTURBED EARTH ORIENTATION OR PIPE TEMPORARY GRASSING DETAIL 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
SEEDING MIXTURE TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. U
1. WHERE ROCK OR NON -CUSHIONING MATERIAL IS ENCOUNTERED IN TRENCH, USE #5 1 1 SPECIES RATE ,fib THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING •
STONE FOR A DEPTH OF 8" UNDER PIPE. Rye ( rain) 120 THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED a4I
Annual r-lespedeza (Kobe in ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
2. WHERE UNSTABLE SOIL OR MUCK IS ENCOUNTERED, EXCAVATE THE SOIL AND Piedmont and Coastal Plain, 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK
BACKFILL WITH #5 STONE TO FORM A PIPE BED. Q� CASTING Korean in Mountains) 50 It
AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE' INLET PROTECTION
omit annual iespedeza when duration of temporary cover is not to extend a%
NOTE: USE DEWEY BROS. beyond June. WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
QA
3. SHEET AND BRACE TRENCH AS REQUIRED BY SOIL CONDITIONS. CHco
-BN 3A FOR CATCH BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. 0 C�
BASINS AND CH BN 47 SEEDING DATES: DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
4. PVC MAINS SHALL BE SDR 21 CLASS 200, DUCTILE IRON SHALL MEET AWWA FOR YARD INLETSMountains -Above 250o ft: Feb. 15-May 15 DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER' EVERY RAIN EVENT. Z co
CONC. COLLAR- Below 25W ft: Feb. 1-May 1 SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
C100 STANDARD.
Piedmont -Jan. 1-May i ONCE A WEEK AND AFTER EVERY RAIN EVENT1---4Coastal Plain - Dec. 1-Apr. 15 . r�
1:4
AMENDMENTS
TRENCH DETAIL 4. - DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS �
NTS PLAN
SOIL FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE
PLAN Follow recommendations of sell tests or app�y 2,000 lb/acre ground agricul- TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OFW �
tural limestone and 750 Ib/acre t0-10-10 #ertilizer• ACTIVITY ASSOCIATED WITH A SWALE. W CO
CONC. COLLAR 1'-0" ASPHALT PAVEMENT 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED. �
MULCH THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A 'BARRIER. STAKES MUST O v--q
N
NOTE " ELEV. VARIES APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH z Q) 4 O co
1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1 PER COURSE r �Ill���II11 I . OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD -}-) `� O
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT ° USED AS A MULCH ANCHORING TOOL
� �, � ICJ
10'
MIN.
PLAN
1 4"/FT 1 /4" FT 10
/ /
.,
PED-X-ING
STD. M.H. RING & COVER
MIN WEIGHTS:
PRECAST 4' RISER RING
°
11 : };
t,t i
Y
5, TYP
FRAME: 208 LBS.
COVER: 120 LBS.
PR IN MIHCEUN WITH
sTs ®12~ oc
°.
d °
4" TOPSOIL
t, y�x�> K> (��
,;:kryTX'"" "'•:�': _�" ri3 �"Lv.i nee�$.,.�.'#'iT,
DOT APPROVED
8" NCDOT
STONE BASE
SEED & STABILIZE
1-1/2"' 9.5A NCDOT ASPHALT
VALLEY CURB PER
jV4" CEMENT
oRTAR sEAL
NCDOT STANDARD
NOTE: USE THE METHOD SHOWN ABOVE WHEN
TYPICAL ROAD
CROSS-SECTION
501R/W WHEELCHAIR
OBSTRUCTIONS, ARE NOT TO BE REMOVED
RAMPS AT INTERSECTIONS
11"b- Ocps
1,-
~ 1, W
NTS
_ _ NTS
n
24
/ ♦
12" 12"1.
BOCK M.H.
60' RIGHT-OF-WAY
�'�
1" "
MANH
LE DIAM 5 3�4
48' MIN.
8
LARGE
PIPE THE $
ANY APPROVED
PLAZA SIDEWAL CURB
I
I I I-
-
W
FORM
FLOW E
2'
26' 0" 2'
S'MIN. 5'
/
-I )
3000 PSI III=
CONC.
a > =.r
A� .a. a•.
•
'!.
00
R=15' MIN.
__
-
°° ....
;
1 4"/FT 1 4" F-I-
.., 1.
i i I I- -1 I
- \
-
I=11 I=1 11=1 i I=i i I-
-III-III=1 I I-
°
5'
8„ ABC
3'-3" MIN.
3'-1 3 " MIN.
4 °. °
4" TOPSOIL
SEED & STABILIZE
5' II
STONE BASE
MH RINGS
8" NCDOT
1-1/2" 9.5A
STONE BASE
NCDOT ASPHALT
VALLEY CURB
I
TYPE
�� ��
H CURB DETAIL
SECTION
NCDOT STAND ARD
Z'IR/W
NTS
STORM DRAIN
MAC
H 0 LE D ETAI L.
TYPICAL ROAD
CROSS-SECTION
i
60 f3LW - UL-DE-SAC
DETAIL
NTS
NTS
BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC
V.1 O 1 ci
" 21 O"
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE
1
ZMAINTENANCE co co
DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED
.a.� z
BRICK MASONRY
�'�
0
W
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im-
OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER' DRAINS AS DESIGNED
rj O O Z
cc )��
mediately following erosion or other damage.
OR IS DAMAGED.
Pq - t' L'_ w
FLOW
j
6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS
I~ I`i I 1 z
4
TEMPORARY SUMMER GRASSING DETAIL
BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN
co O O O
'I^
SEEDING MIXTURE
THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES
w
N -+-) r'-I r.i a
�0 O
0
.:..�..: .A.
WILL BE REPAIRED OR REPLACED IF THEY COLLASPE. TEAR, DECOMPOSE OR BECOME
O� a
°
SPECIES RATE Qbhm)
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL 'BE REMOVED WHEN
Q_, I-
3000 PSI CONC.
q a. ' °` ..°
a<. oo
GERMAw MILLET 40
DEPOSITS REACH HALF THE HEIGHT OF THE 1 ST BAFFLE. FLOATING SKIMMERS WILL BE
^ u . -4 �
Fes• I
INSPECTED WEEKLY AND WILL B E KEPT CLEAN.
�;
IN THE PIEDMONT' AND MOUNTAINS, A SMALL -STEMMED SUNDANGRASS MAY BE
SUBSTITUTED AT A RATE OF 50 LB/ACRE
7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS
hO >, o
SECTION
BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
v-.i .r-I ,,,Li cd
SEEDING NOTES
POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR
E""4 ,It 1:-- 0-4 pz:.,
DROP
I LET
DETAIL
MOUNTAINS - MAY 15-AUG. 15
PIEDMONT - MAY 1-AUG. 15
REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED
PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF
COASTAL PLAN - APR. 15-AUG. 15
THE HEIGHT OF THE 1ST BAFFLE, FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND
NTS
WILL BE KEPT CLEAN.
x
SOIL AMENDMENTS
8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
0
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICUL-
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
mm
TURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL Now
I
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
v-i
MULCH
9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES, THE PUMPS 'TANKS HOSES AND
' '
L,J
Q
APPLY 4,000 LB/ACRE STRAW ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
INJECTION SYSTEMS WILL BE CHECKED FO
p
USED AS A MULCH ANCHORING TOOL
SUMMER
��SPRING
PERMANENT GRASSING DETAIL
���\\\``'��4"''''/��///
//'.
Q©
��
z
MAI CE
REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE RESEED, REFERIILIZE AND MULCH IM-
SEEDING MIXTURE
.��\\�� ' SSI •• I
C
`� O . f�i�` I i
�
MEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
RATE -N
: Q -
7
2"
FRAME AND GRATE
FALL -WINTER
=
=
NCDOT STD. N0.
840.15.0 OR
DEWEY BROS. MODEL CH-BN-2001
OR EQUAL
u�GRASs
SERIM LESPEDEZA 30
PERMANENT GRASSING DETAIL I>AGRAss
SEAL '
APPROVED EQUAL ASPHALT PAVEMENT
�' M� t0
- -O • 17374 : a- _
TEMPORARY FALL GRASSING DETAIL
TALL FESCUE 50
SEEDING MIXTURE
� y .• Q `
GRO
__
.
ELEV. VARIES
SEEDING MIXTURE
SPECIES RATE 0b/� SEEDING NOTES
.
' <<j *• INE�_•''•�� 1
-III-IIIJ],
=1
I I
„ 6"£ „
�- QbfaCfae)
TALL FESCUE BLEND OF TWO OR 1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA.
THREE IMPROVED VARIETIES) 200 2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE-
///
'�E�O - \'�\
// O \\
Rye (grain) 120
RYE (GRAIN) 25 COME A PEST. BERMUDAGRASS MAY BE, REPLACED WITH 5 lb/acre CENTI
/
/// / I 1 I 1111 W \\\
PRE -CAST CONC.
I
w
SEEDING DATES
SEEDING NOTES
JANUARY - APRIL SEEDING DATES
FLOW
j
MOUNTAINS
�p LNPLAIN AUG.
d p PIEDMONT 15 AUG. 15-DEC 30
�� - ��� APRIL 1 -DULY 15
DATE 0 3 -13 -15
��
4
r
SOIL AMENDMENTS
I~
SOIL AMENDMENTS
`Y,LIME AND ACCRING T1T°I SOIL TEE M. OR APPLY 3. -5olb/ocr° SOIL AMENDMENTS
DESIGN PGT
,--- :, :
°
FOLLOW SOIL TESTS OR APPLY 2,00o LB/ACRE GROUND AGRICULTURAL
RRTILILIMESTONE ON SANDY
1,000 ib/acne 10-10-10 FERTILIZER. SOILS, APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 lb/acre
GROUND AGRICULTURE LIMESTONE AND 500 Ib/acre 10-10-10 FERTILIZER.
DRAWN M LV
3000 PSI CONC.
pp
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
°
MULCH
SEE PLAN FOR PIPE
MULCH
APPLY 4,000 LB/ACRE STRAW ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
APPLY 4,000 lb/acre GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE'' �'
MULCH. ANC STRAW BY TACKING WITH ASPHALT, ROVING. OR NETTING OR BY CRIMP- MULCH '
ORIENTATION & SIZES
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
ING WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN 11 "
BE USED AS A MULCH ANCHORING TOOL APPLY 4,000 lb/acre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE
C 9
USED AS A MULCH ANCHORING TOOL
MULCH. ANCHOR BY TACKING WITH`ASPHALT R01ANG; OR? NETTING OR BY CRIMPING
SEC'nON
WITH A MULCH ANCHORING TOOL'A DISK .W1Tt! BLADES sET NEARLY STRAIGHT CAN BE
+�yy t tl
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
MAINTENANCE L�
CURB
ILET
D ETAI
Repair and refertilize damaged areas immediatey. Topdress with 50 lb/acre
of nitrogen in March. If it is necessary to extend temporary cover beyond
FERTILIZE ACCORDING TO SOIL TESTS OR APPLY 40 Ib acre NITROGEN IN JANUARY = ti
OR FEBRUARY, 40 lb IN SEPTEMBER 40 lb IN BER, FROM MAINTENANCE
June 15, overseed with 50 lb/acre Kobe (Piedmont and Coastal Plain
AND A 12-4-8.
16-4-8, OR SIMILAR TURF FERTILIZER. AVOID FERTILIZER APPLICATIONS DURING
SHEET 9 0 F 9
or Korean (Mountains) lespedeza in late February or early March.
FUZE THE FOLLOWING APRIL WITH 50 Ib/acre NITROGEN. REPFJIT AS GROWTH
WARM WEATHER, AS THIS INCREASES STAID LOSSES TO DISEASE RESEED, FERTILIZE, O
cre NI:
NTS
REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. A NEAT APPEARANCE
AND MULCH DAMAGED AREAS IMMEDIATELY. MOW 10 A HEIGHT OF 2.5-3.5 INCHES �.,,.,,r ....... „_,,.,,r. . _ .._...._ ,,.......- ... _
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DATE
03-13-15
DESIGN
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DRAWN
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SHEET 2 OF 2
14021