20081861 Ver 1_Site Plan_20081222

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DON MONTGOMERY PARK
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CONOTRUCTED STORMWATER WETLAND
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CITY OF AL EMARLE , NC
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PRELIMINARY PLAINS
TOTAL DRAINAGE AREA TREATED -- 80.4 ACRES
LIMITS OF DISTURBANCE 1 .60 ACRES
M
sT. NLY COUNTY
COUNTY MAP
NTs 9-
DESIGNED BY � ❑
MICHAEL BAKER ENGINEERING , INC. z
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FOR THE
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CITY OF ALBEMARLE Stockpifle Sfte
IN COOPERATION WITH THE
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NORTH CAROLINA CLEAN WATER MANAGEMENT TRUST FUND � Z
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INDEX OF SHEETS
Revisions:
Cl COVER SHEET
GN 1 Cs1 GENERAL NOTES CONVENTIONAL SYMBOLS 0a:
Ps1 - Ps3 SITE PLAN & PROFILE
Ls1 LANDSCAPE PLAN VICINITY MAP
D1 _ D3 DETAILS NTs
�Y
Date: 12.15.08 �
PM. CLY
a
Scale: NTS
Project Number. 115049
Sheet Number: Cl 0

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GENERAL NOTES CONVENTIONAL SYMBOLS
CONSTRUCTION SEQUENCE
,E
1. CONTRACTOR MUST CALL 1-800-632-4949 TO LOCATE ALL UNDERGROUND UTILITIES '
---- 700 EXISTING MAJOR CONTOUR - �-� �-� --- PROPOSED LIMITS OF DISTURBANCE
BEFORE MOBILIZING TO THE SITE.
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2. BEFORE MOBILIZATION THE CONTRACTOR MUST SCHEDULE AND ATTEND A � W
- - - EXISTING MINOR CONTOUR
PRE-CONSTRUCTION MEETING WITH THE CITY, THE ENGINEER, AND ANY OTHER _.. __. ----- 600 PROPOSED MAJOR CONTOUR
APPROPRIATE STAKEHOLDERS. - ``
EXISTING EDGE OF ASPHALT
3. CONTRACTOR MAY THEN MOBILIZE CONSTRUCTION EQUIPMENT AND
CONSTRUCTION MATERIALS TO DON MONTGOMERY PARK. 601 PROPOSED MINOR CONTOUR
EXISTING EDGE OF GRAVEL
4. INSTALL THE STOCKPILE/STAGING AREA, THE CONSTRUCTION ENTRANCE, AND _ fl
THEN PROCEED WITH INSTALLATION OF THE REMAINING EROSION CONTROL _
EXISTING BACK OF CURB 20+00 a
� N
MEASURES AS DEPICTED ON THE PLAN SET. CONTRACTOR TO PARK VEHICLES NOT PROPOSED STREAM STATION �" Zc'
USED FOR CONSTRUCTION IN THE DESIGNATED PARKING AREA DEPICTED ON THE -- - - ---- EXISTING CHAIN LINK FENCE
PLAN SET. =�« ���.
5. CONTRACTOR MAY THEN BEGIN EARTHWORK/GRADING. SALVAGE TOPSOIL AND e - EXISTING ROW PROPOSED TOP OF BANK PLACE IN THE STOCKPILE. AREA. CONTRACTOR TO VERIFY WITH THE ENGINEER EXISTING PARCEL BOUNDARY -�- PROPOSED SILT FENCE
WHAT EXCAVATED SOIL QUALIFIES AS TOPSOIL. ALL REMAINING EXCAVATED SOIL,
SUITABLE FOR FILL, NOT QUALIFYING AS TOPSOIL SHALL BE HAULED TO THE SITE -- - �- EXISTING TRIBUTARY
SHOWN ON PLAN SHEET PS3. --- --- PROPOSED SAFETY FENCE
6. CONTRACTOR IS RESPONSIBLE FOR PUMPING EXCESS WATER FROM THE WETLAND �
IN ORDER TO GRADE TO THE SPECIFIED CONTOURS AND ELEVATIONS IN THE PLAN -- _--- EXISTING TOP OF BANK
PROPOSED THALWEG
SET IN ADDITION TO PLANTING ACCORDING TO THE LANDSCAPE PLAN. - µ EXISTING BOTTOM OF BANK •
7. MIX SALVAGED TOPSOIL WITH IMPORTED COMPOST AND RE APPLY TO AREAS OF PROPOSED CONSTRUCTION ENTRANCE
THE WETLAND AS SPECIFIED IN THE LANDSCAPE PLAN OR BY THE ENGINEER.
FOLLOWING APPLICATION OF THE TOPSOIL AND COMPOST THE FINISHED GRADE _ ___ .a_ _._ ._ _ _ EXISTING STORM WATER PIPE
SHALL MATCH CONTOURS AND ELEVATIONS IN THE PLAN SET. SS - "- EXISTING SANITARY SEWER PIPE
8. ANY DISTURBED AREA FROM GRADING SHALL BE SEEDED WITHIN 24 HOURS. SEE PROPOSED CHECK DAMS
LP1 2 FOR SEEDING AND PLANTING INSTRUCTIONS. -- - OHO------ EXISTING OVERHEAD ELECTRIC , �a
9. UPON COMPLETION OF GRADING AND TEMPORARY SEEDING, BEGIN INSTALLATION , x� 4 O
OF STORMWATER PIPES AND RIP RAP PADS, HOWEVER THE WETLAND IS TO REMAIN -- - -P U -- - EXISTING SANITARY SEWER EASEMENT r 'saw: 's- PROPOSED STORM WATER PIPE �<)
OFFLINE UNTIL STEP #11. THE DIVERSION DAM AND UPSTREAM 18" FLARED END
SECTION SHALL BE INSTALLED AT THIS TIME. --- - UTP EXISTING OHE EASEMENT
10. CONTRACTOR MAY THEN PROCEED WITH PERMANENT SEEDING AND PLANTING PER G
THE LANDSCAPE PLAN. HERBACEOUS PLUGS MUST BE PLANTED BETWEEN APRIL 1 EXISTING TREE PROPOSED FLARED END SECTION 4
- JUNE 31. O
11. AFTER TEMPORARY AND PERMANENT PLANTING HAVE BEEN ESTABLISHED WITHIN 0 EXISTING OVERHEAD UTILITY POLE
THE WETLAND AND SURROUNDING AREAS THE DIVERSION DAM AND UPSTREAM 18" PROPOSED OUTLET STRUCTURED
FLARED END SECTION SHALL BE CONSTRUCTED. IMMEDIATELY FOLLOWING THE EXISTING GUY WIRE
WETLAND WILL BE ONLINE AND SILT FENCE SHALL BE REMOVED DOWNSTREAM OF
THE 36" FLARED END SECTION. EXISTING LIGHT POLE
12. UPON COMPLETION OF ALL PROPOSED IMPROVEMENTS THE CONTRACTOR MUST srOOWUl srAONG A t PROPOSED STOCKPILE/STAGING AREA
SCHEDULE AND ATTEND A FINAL WALK-THROUGH MEETING WITH THE CITY, THE EXISTING SURVEY CONTROL z
ENGINEER, AND ANY OTHER APPROPRIATE STAKEHOLDERS. PROPERTY CORNER �
EXISTING IRON PIPE FOUND
13. IF NECESSARY, FOLLOWING THIS MEETING THE ENGINEER WILL COMPILE A FINAL ) - PROPOSED SPOT ELEVATION
PUNCH LIST TO BE COMPLETED BY THE CONTRACTOR.
14. UPON THE CONTRACTOR SATISFACTORILY ADDRESSING ALL PUNCH LIST ITEMS EXISTING CATCH BASIN LLB
AND FINAL APPROVAL FROM THE ENGINEER THE CONTRACTOR MAY DEMOBILIZE EXISTING CHAIN AND BOLLARD BARRIER
FROM THE SITE. re
EROSION CONTROL U
W
THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH .
THE APPROPRIATE CITY AND STATE EROSION AND SEDIMENT CONTROL ORDINANCES. 4�
T CONTRACTOR P T T I s..
HE CONTRAC O SHALL PREVENT STANDING WATER DUE O CONSTRUCTION, �DISTURBED AREAS SHALL BE SEEDED AND MULCHED BY THE DIRECTION OF THE CUCU
ENGINEER. THE CONTRACTOR SHALL FOLLOW THE EROSION CONTROL MEASURES 0
SHOWN ON SHEETS PS1-PS3. O
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00
Revisions;
i
Date. 1115.08
PM: Ct.Y
Scale: NT5
Project Number. 115049
Sheet Number. GN/CS1

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HEAD WAIwL �
---�tTY OF AL EMA LE �.
r A{MUNi IPAL CORPORATION
� CONTRACTOR To n�
t CONSTRUCTION ACCESS FROM D QC7G PA E 0434
48" 'rip PO 17 PAGE 1 Z6
t c ' I d, ASPHALT SERVICE ROAD 2,28 ACRES
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GRAVEL LOT CL
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CONC.PAD
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Flits=429AD' 11
4 i 8'INV INS 424.59' .+
8"INV OLIT-424,49`
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CHA;N AND BOLLARD BARR�ER
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LIGHT POLE
BASE BALL FIELD0
G!sY`FAL1IARLE F—
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1 DP,W20 PAGE 0912
t PS 17 PACE 438
j &.28 ACRES ,_ 0 z
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Revisions: �
Kk1=425,38' *�
fNV.OUT=424.3i`
1
Dote: 12.15.08
20 0 20 40 PM: CLY
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Scale: 1"=20'
HORIZONTAL SCALE (FT) Project Number: 115049
Sheet Number: PS1

RIM=426-44'
12"INV,lt'=418A8'12"INV,OUT=4,1833'
—— — —— — —— — —
CONTRACTOR VEHICLE -owleanw-ratese
PARKING AREA
------------
CLEAR AND GRUB STREAM BANK
AS NECESSARY TO INSTALL BERM,
SILT FENCE,AND OUTLET PIPE
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CITY OF ALBE&iARLE --- 7�-
A MUNICIPAL CORPOW-kTION -420-7-
D8
1 0670 PAGE 0434 :5
--4-21—
-41
PB17PAGE166 ��E E= --420
0 NSTAL EX2TING AERIAL
E:
2.28 AGRES-I-/- - FLARED END SECTIQ I�j�DkP ARRO
Fw S - -
17- INV.OUT=416 EL DE SEWER PIERS
+
:586707,(;�'3' 1
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SEE DEATk(&—
E: 40!�58�64' 11 N
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iNv,419.19191 ELEV. 07.1-15' EM C G 1 1983
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S ER DEWBERRY CONTROL#757 �
STALL EMERGENCY-SPILLWAY �NAVD�1988�
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SEE DETAIL
BRIDGE
--2 ELEV.422.60'
24""PP
Ap
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!NV L3L!T---42033'
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SEE DETAIL :L
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INSTALL TEMPORARY SILT FENCE
422
SEE DETAILf-'
BERM SPILLWAY=A r. 2 94 g
INV.ELEV.
f DETAIL L FOREBAY WEIR AND BE
\2V 422Z'
INSTALL TEMPORARY CHECK DAM i z
11 - S -9
S�E DETAIL(1� 422
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.. . .. . 421
420
419
Y CONITROL#5,01
418
-SIDEWALK
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--416
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INV, 0N,= -421- -7
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RIIA=426,48'
12"INV,W=417 93'
RES- 12"INV,OUT=
24"INV,IN=-,4!6.83'
JUNGIE I
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24"INV,OUI,=416.73'
WIRE ELEVATION SS
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INSTALL EAR EN PIVERSIC
SEE DETAIL SF
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INSTALL TEMPORARY
INSTALL RIP�tO RO,APRO
CONSTRUCTION ENTRANCE PUT
SEE DETAIL SEE DETAIL
W1 MAPLE
SSMH
IN"=4�1'FESI INV J pi IE RIM=423,42' ----------
77 Zl�'jNV,I N=419,30'
24" Cp BENDi
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417,24'
INV�OU 24"
12'1 NV �N=41 9,Of
CiTY OF A'6FMARLF
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4 CORPORAT�ON A MUNMC�PA'
DB 0820 PAGE 0912
P6 17 PAGE 438
8,28 ACRES 41-
C ONC.PAD BASEBAL�RF"D
15"O'HERRY
4? GiTY OF ALBEMAPLE I '�- �3 i
VCHAIN UNK FENCE
DB 355 PAGE 706
PB 894 PAGE i 54
SCOREBOAPD--/
1.47 ACPES
StOCKPfLE1
STAGING AREA
DIT(�CROSSING WITH 48'RJP
TO BE INSTALLED BY()THERS I i
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SF SF SF SF SP SF SF —SF —Sr —SF —J
ca
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SEE DETAIL
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MATCH UNE PS1
DIVERSION PIPE—
SEE DETAIL EMERGENCY SPILLWAYIELEV.=421. -
TOP OF BERMIELEV.=422.5-
424 ---424
E)USTING GRADE U)
WETLAND RISER
OUTLETSTRUCTURE
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pm t-7--g I
W.Q.STORM EL.=420.5'
03 -
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420
420
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FOREBAY WEIR WATER QUALITY ORI CE
SEE DETAIL
ELEV.417.6
i lEi i I � --11 11 PERMANENT POOL EL.=417.5! "'n
Revisions:
SEE DETAIL
a.
IE-1 qiE�i i C
TOP OF FLOATATION BLOCK
Elf I iEi 1 1! 1 lz=l 11: 1 I;z�i ELEV.416'
416 i -- I- �--i-1- 7�'-- 14 LF- 416
51 F9 11-111-
PROPOSED GRAD
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D I El I RTICAL SCALE (FT)
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iEi�I -I 1-i i I VE
F=1 Irv. 1=1 I F��!I I�7n-�i!�E9- 1=1 1�7:74'1 D SECTION
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s. SEE DETAIL
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E-1 I
d i FE Scale:
L I - -i 8
HORIZONTAL SCALE (FT)
g I I j�l I 1�-='1 1:-=-.1 i lz==1 I 1-:Eq 1:=-1 i 1=1 1 EJ EE1,I iHi IE'11 i F=- I F-'I IE"I HE
1z 1:�=! 17---1 1=1 1=-!1 L--i I;E�I F =1 7-7 A Project Number. 115049
I�4
408 408
1w
Sheet Number. PS2
10+00 11+00 12+00 13+00 14+00

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NC GRID bV1983
NA�1,988
t
jj
a P f ` �J .✓ "" CA.
to N
CO
434
. e r
0
e 434
CL w
y-
ONTRACTOR TO SEED WITH RYE 3....
/ BG GRAIN OR BROWNTOP MILLET PER
TEMPORARY SEED MIX AS SHOWN CU
/ N LS1. SOIL STOCKPILED SHALL �� � � E
E SEEDED t1VITEi 24 HOtJE25 OF
�/ \ o ✓ ~ -� a LACEMENT. {�
' am an am an next am
am
dent an�--�-on—�am am art w aon aeon an M (D 0 INSTALL TEMPORARY —at► —asn atn .....
1 CONSTRUCTION ENTRANCE
SEE DETAIL
4-0
aert aert aen acn
STOCK PILE �!
\ ( Revisions:
}n 0
�- �' ....—. ...- . .. -..,. _,.�, �'y 1,MM [�M/� ��//yy�� t�N/�Y ��yy�� •fq� ����yy�� IY� �M 'ry�ye� kN/yN� ����yy •{I�Y�� �!{M�/� �1M� l}M�� �yy��yy `/My� �Y/�� ��p /� a
....—' �, ,� �� '{ � \ � �DIY �If1M��MK/ idl�1 tMfi liW RMf1 IY! Wlf iMY � t� tdlfl VV��I i.MI iIWY '9•'^"'""��/!/ irVli/ Ywi'�'•"'•� �l�/""rn""��� �r�/ LM/ � rrwMr�tn�/!/ �
INSTALL TEMPORARY SILT FENCE
��� �., ��.. `-.. \-..w � � •� � --..w SEE L?ETAIL Est
` - 5
d^ -o
ASPHIALT LOT
_. 20 0 20 40 Date: 12.15.08 g
HORIZONTAL SCALE {FT} scale: 1"=20'
o
~ � Project Number: 115049
Sheet Number: P53
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TEMPORARY SEEDING MIX,a Yplication rate 15 Wacre
Summer Seeding(May I-August 15) Seed Rate with Femtanent Seed. Seed.hate Without Pernment Seed
Browntop Milet 13 IN acre 44.Wacre
� Winter Se " Au t 15-May 1
R e Casio 44 lb/acre 130 lb/acre
NAQ
PERMANENT RIPARIAN SEED MIX
V BOTANICAL NAME COMMON NAME %MIX
E(ymus vfrgdr:icus Virginia Wild Rye 2U°!o 6
_2 w p ✓ j ptrw cum virgatum Switchgrass 10°/u c �.,
gg
- ._.` { Gh
+ amanthism Irtifalium River Oats S/CITY CF ALBMARLE
MLMCiPAL CORPORATION
" Jsut
70 PACE PS 17 PAGE 166 _-
~§ _- -. __ _ y' T . K . _. � _ ?1 - _ - ^_ - — 9 p ! c�ts eustts Sty$Rush t5°/a Al 9
2,28 ACRES
$ ;
Carte vulpinnfdea Fox Sedge I0°� s'n ci a
F. ? � w _ _ _ f` r' - E:'E 640853,64` E ! r ; �S 1Tichafhelium clandectinum Dea Tongue 15�1
1 -4 _ ,� - r u -_ a r• vc Pmicaria pennsydvanica Common Smartweed 10%
y j _
Bsdens aristosa Bearded beggarticks 15°t
OUT-
� °, � ---• �w.�-.�fit" § �� f �' �r "."� -..__. - -�n _ , �"'" - - _- _ _;„ -��,, __.... -__. .._.- _.... __�"�..•_ W_.. .__. __ . ._ _. ..- _ "-.--"_-._. �} £"
WETLAND PLANTING ZONES
LOW Iv€ARSII ZONE
BOTANICAL NAME COMMON NAME SIZE M1X%
schoeno lechawbernaemowani plug 1� Soft Stem$utrtlslt g 5©.�I
r� i ! "- ""-'-_ .� _ _ § § w Aeorw calamus Sweet Flag mg 50.00
___. Y— — f �
€��§TJ���{�Y C�',E�i��i�i-'�5€;i E � ./�
'.€6 08 ` :5°
V.425.;3 ' 4 4
� g
4 > 4 , WETLAND PLANTING ZONES
4 4 � + \ HIGH MARSH ZONE 24,.C65'' { I€ i 4 /*. 4 -.-4. 4 f � 3 i '� §Ye
, - ENV.EPv=423-3�"� � � .� �� � , 9 � 27-w .�
BOTANICAL NAME COMMON NAME SIZE MIX%
f E d 1 \ § 3 4 ' > 4 - �a 3 µi. �� �tq ` elunaus efft w Solt Rush Plug 20.00
€ ! I 3 [ a 4 4 4 3 3 ' a Cm ex l d1na Fringed SW F
,Iti',i.:.423.�'i� � ' � � 3 •3 � � � � ,� _ � � * � b'e � 1S.f10
4 4 '� v 3 n r i ScxrPuc cal rinaus Wool Grass Plug 1U.0(1
�� vvvv
Eleocharis sPP- Spike Rush Flub S.(H7
p i b 3 ; -� .• ~''_ - ~" __ Iris p�seudacotm Yellow Flag Plug g.qp
# d 3 - — µ r Hrhiscus moscheutos Swamp Hibiscus Plug 2.I10
as
Hibiscus coccineus Red Hibiscus plug 5.00
Eupatorium perfaliatum BoRmt Phig 5.00 W
Eupatarium f�tulosum Toe Pye Weed Plug 5.00 y
Pontederta cordata Piekerei Weed Plug 10. I 'y�'
°' - �n Pekandra Arginica Arrow Atom Plug 5.00
Sa ttaria tafifolia Duck Potato Plug 5.W W
"MAPLE
423.s�2' Sagia2ha lancifolia Narrow Leaf SagiUmia Plug 3.00
1 f _ __ __ - Saurwus cernuus Lizards Taal Plug 5.00
c ! E t 24"NV.31tr=4 7.4 - � 1, � w. !�1
t: ' E;$ o/ � ! � �-.....,, *These species(combined)should not comprise tturre than E0%of the entire high marsh planting zone. Vtf
RtM=425.5�' - -~ - i u t i "tNV.CCU€=417.2 4' ■,
12"1N'V.lid=41�J.LsC rd FLU i � C#T O ALBEMAERLE � iW■
24"WV.OUT=417.811 7�' � t � 6 !� � � E u � � a § �- � ` p �_ cc
UB 082)PAGE0912
P6?7 PAGE 438 0 E
8-28
E
{ # s I t ! f Et 4 . E'; k} _ I E._ 1-€ L4rwrr
j I s j 1 5�:C HE r T?l Bt'PC10X ZONE
P i E1 a T E L�J
ti'CH�€iY LEAK FENCE -- Ay""'--..., I3t)TANICAI.NAME COMMONI+1AMIi SI7.{a Is+II,�°/a
zj f p N},mphaep adnruta Fragraxt A/hite Lily Plug 5i� Q
Nwbar lulmma lev-derd-k plug M
All live herbaceous plugs should lie planted Yon on center;with exception of'the Deep Pool planer ••••
sEi I 1 j
which should be planed 4`on center-.
e ffit 9 §` STOCKPILE TOPSOIL AND RE APPLY WITH SOIL AMENDMENT TO
f 1 ( FINISHED GRADE OF CONSTRUCTED WETLAND.
z
S�Q � � ! � E } p� � � � I � � �' p � � FURNISH OFF-SITE TOFSgII,IF APPROVED BY ENCrINHE.R. NO LIME SHALL
E Y E 13 E } ( i n.
� BE USED DURING THE SEEDING AND PLANTING PROCESS.
5 !
NOTE: 0
1. 'TEMPORARY SEEDING SHALL BE PLACED ON EXPOSED SLOPES WTiFiIN 24 HOURS
t r�E E al E r 9 Zs FOLLOWING THE COMPLETION OF ANY PRASE OF GRADING;PERMANENT SEEDING SHALL
BE PLACE ON ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDER DAYS
<� ;
(WHICHEVER COMES FIRST)FOLLOWING THE COMPLETION OF CONSTRUCTION.
j 9 t Ly,
2. CONTRACTOR TO APPLY SOIL AMENDMENT NECESSARY TO SUPPORT'IW GRO WTII OF Revisions:
S
ELL I I PROPOSED HERBACEOUS AND WOODY RIPARIAN SPECIES. TFM'ORARY SEEDING WILL BE
....... . .... . '.. ....i ... ..� �:J.:.a .. ...� .....,..a.. �. ..+...�.� ..a....,... „�.�,..,... �.m....� .�.+� o.� �..® .�....�.. ........�.. ..�...... .... ....�.v. �.`... .�........�» A:I'I'S..1F,D TO ALL DISTURBED AREAS OF THE SITE THAT ARE SUSCEPTTBLE TO EROSION.
THESE AREAS INCLUDE STREAMBANKS,SIDE SLOPES,AND STOCKPILES.
a
a
3. TEMPORARILY SEED DENUDED AREAS THAT WILL NO`r BE BROUGHT TO FINAL GRADE g
WITHING 24 HOURS OF DISTURBANCE.
c
+w
By
Date: 12.15.08 9
PM: CLY S
20 0 20 40
Scale: 1"-20'
Project Number: 115049
HORIZONTAL SCALE (FT) Sheet Number: LS1
I

2 S L.T FENCE FLARED END SECTIQN h
1 CC�NSTRUCTlt�N ENTRANCE -
D1 NTS D1 NTS NTS
deanwater
ALTERNATE WALL TABLE 1F DIMENS1014S _
tDDLE AND CONFIGURATION 0 T A B c F EL
WT
TOP AND BOTTOM STRANDS VERTICAL WIRES 12" 2-1/4" 4" X-0" 4'-1" 2'-a" m W--1" 730
SHALL BE 10 GAUGE SHALL BE 12 _ ~ 15" 2-1/4" 6" 2'-3" 3'-10" 2'-t1" 6'-1" 730
MINIMUM 1/2 GAUGE 18" 2i/z" s" 2'-3" 3'-10" '-c"` s'-a" 11$0
MINIMUM w 24" _ 3" 10" 3'-8"- 2'-6" '-0" 6'-2" 1770
ASPHALT SERVICE ROAD ca - - - - 30" 3-1/2" 1'-0" 4'-6" 1'-B" 5-Cr 6'_r 2380
I 36- 4 1,-r V-Y 2'--11" 6'-0* 8'-2" 5320
Z
- ! _ 42" 4--1/2" 1'--9" 5'--3" 2'-11" 6'-6" 8'-2" 5921E
48" 5 2'-0" W-W 2'-2" 7'-W 8'-2" 7470
x se 5-1/2 2'-3" 'a'-8" 2'-10' 7'-6" 8'-4" WO
60" 6" 2'-6" S.-Or S-3" B.-Cr W-3" 11iBf3
L LENGTH 66" 6-1/2" 3=-W _6'--W _2'-3" 81-S" 8'--3' 12530
-�.- 72" 7" 3'-0" 6'--6" 1'-9' 9'_0' 8'-3' 13980
ELAR
�� WIRE FILTER FABRIC
.R1
- - - GENERAL NOTES.
CJ
O ' � -31 stop Y 1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
°0°0°O°U0 2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
O O a OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
MINIMUM
OoC) O AASHTO M170, TABLE 2, WALL B.
�0�� FILTER FABRIC L.____
SO' r 3. ALL CONCRETE TO BE 3600 P.S.1 COMPRESSIVE STRENGTH.
OO � O
° COMPACTED FILL QN 1= g" 4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION. WE, "9 4
C� 00 S �� 5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION. m �z g v)
�Q O GROUND SEE STD. 20.23 AND 20.24 6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE a W"9
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED "
U a \ \ ��\�'T\\� \\/� \\\/\\\�\\`:!\\\/\\�r\fir\\ ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
1. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND //�//�//�//�//�//\/// �.♦/s///.�/♦/,�♦♦/,tiffj�///� �`
WITH A MINIMUM OF 6 LINE WIRES WITH 12
" 7• NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
O STAY SPACING. x
2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN 00
I, ))\\�
WIDTH AND FASTENED ADEQUATELY TO THE `� 4"
12' WIRE AS DIRECTED BY THE ENGINEER. STEEL POST SHALL BE -
MINIMUM 3. FILTER FABRIC SHOULD EXTEND INTO TRENCH. INSTALLED TO 2' E IT
4. a' STEEL POST OF THE SELF--FASTENER ANGLE DEPTH BELOW GROUND
STEEL TYPE SHALL BE PROVIDED.
5. REFER TO STANDARD DRAWING NO. 1605.1
"NCDOT ROADWAY STANDARD DRAWINGS," 2002, EXTENSION OF END VIEW
FABRIC AND �
6. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FENCE. WIRE INTO
ASPHALT SERVICE ROAD s" MINIMUM THICKNESS 7. ATTACH THE FABRIC TO EACH POST WITH THREE TIES WITH THE TOP TIE WITHIN TRENCH ■
OF WASHED NO. 57 8" THE TOP OF THE FABRIC.
STONE 8. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3
TIES.
9. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE
BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER
CLOTH ONLY AT A SUPPORT POST NTH 4 FEET MINIMUM OVERLAP TO THE NEXT POST. �� �`�►
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. �� J
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
TYPE 2 FILTER FABRIC 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
FOR DRAINAGE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
MAINIO&ICE NOTES: 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. 5. SILT FENCE SHALL BE TURNED OUT AT OUTLETS SO NOT TO IMPEDE CONCENTRATED OUTFLOW.
2. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN ITOUT AS NECESSARY. !,�!O�'
3. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO
PUBLIC ROADWAYS.
5 D1 � SAFETY FENCE
RISER OUTLET STRUCTURE D1NTS z
<
6 RISER STRUCTURE SHALL CONFORM
TO NCDOT 840.45 PRECAST DRAINAGE
STRUCTURE SOLID WALL TYPE W
48" HIGH DENSITY ORANGE
POLYETHYLENE SAFETY FENCE
5' STAKE SPACING 12FT. O/C
4" PVC PIPE STAKES: 66" T-POST DRIVEN !! � ii
18" BELOW GRADE W
WIRE OR ZIP TIES TO SECURE "C[
36" RCP SAFETY FENCE TO POST
L
FINISHED GRADE CU
PLAN VIEW
48"
7t-O" <
TOP OF BERM 422.5'
GALVANIZED BAR GRATiiG - 1" x 1 8
WI " '* \%\ ~\��`\/♦\\%♦\% (��
BEARING BARS. FASTEN NTH TYPE J /♦\\/
CLIPS. ATTACH TO 1 1/1.25"x 1/4" `//�♦j�♦ f //\/♦\//
GALVANIZED ANGLE 4 FRAME. MORTAR
FRAME TO TOP OF OU71-ET STRUCTURE.
421'-
RISER BOX -� \// /♦ // //\/ //// // // " 0
NCDOT STD s4o.45 /\\/\\�\\/\\f� \;\\\ �\
Revisions:
417.5' 36 RCP 1.0Z
WATER QUALITY ORIFICE --j 5.O' NV ELEV = 416.75'
SEE DETAIL THIS SHEET AAJER QUALITY 0131EM
OUTLET STRUCTURE
\\,\\,\\♦\\,\�♦\\,\\,\\,\\�
\\/i~\/i\\♦i\\♦ice\/i\�♦i�\/ice\/i\�/i\�� V-0"
7'X7' ANTI-FLOTATION PAD f/ ♦/ // //\f/\/f\//\/♦\/ PERMANENT POOL By.
BASE ELEVATION =416' \\\ \\ \�\\\ \\\\\\\�`\\\f\ ELEVATION=417.5" X7. _
Date: 12.15.08
PM: CLY
"8 r
Scale: NTS
%'f/v/!,�//�//.�♦ Project Number. 115049
CAS TRAAO BpH If"ON N FL 0N PAD SECTION_VIEW 3" PVC WATER QUALITY ORIFICE Sheet Number: D1 p

a
EMERGENCY SPILLWAY AND BERM DETAIL 2 EARTHEN DIVERSION DAM 3 FOREBAY WEIR AND BERM DETAIL
D2 N TS D2 NTS D2 NTS deanwater
PLAN MEW
12" OF CLASS 1 RIPRAP TOP OF BERM 1' OF CLASS 8 RIVERSTONE 1' OF CLASS 8 RIVERSTONE
TOP OF BANK TOP � BERM ELEV. VARRIES
TOP OF BANK { )
1.0' TOP OF WEIR F. 1' TOP OF DAM IVERSION DAM �1A TOP OF WEIR - 417.5' 4
F INV. OUT-41
INV. IN-421' CONSTRUCTED - -,
FILTER FABRIC oo
WETLAND
SECTION A -A SECTION A-A
SECTION AA
ZWk
126 OF CLASS 1 RIPRAP 1 OF CLASS 8 RIVERSTONE 3(+ t OF CLASS 8 RIVERSTtKVE "
TOP OF BERM 3' 20'.-0" 3' TOP OF BANK 1' 11'-9" 0 7' TOP OF BERM
ELEVATION=422.5' EL�EYAT'ION�F24 ELI�lATION=4225
TOP OF BERM
A A-+--- WATER FLOW A REV. = 420.0' �
TOP BERM 10, TOP OF BANK B� 7
SPILLWAY INVERT TOP DAM INVERT PERMANENT POOL
ELEVATION-423.5' a e
ELEVATION-421.5' WEIR INVERT buy o
12
Y
FILTER FABRIco
C A BACKF%L MATERIAL FREE OF A c�
BACKFILL MATERIAL FREE OF DEBRIS
DEBRIS TO BE COMPACTED A TO BE COMPACTED TO95X <n R 1
TO 95X COMPACTION RATIO
\—BACKFILL MATERIAL FREE OF DEBRIS C{katPACTiON RATIO. ��
TO 8E COMPACTED TO 95%
COMPACTION RATIO.
�T SECTION VIEW
ACTION _(►OOICING ETOWIVSTR�'AM)
1
DV J�
4 DEWATERING PUMP TEMPORARY ROCK CHECK DAM RIPRAP APRON
D2 NrS NTS NTS
20'
za Z
1. WHEN NECESSARY, INSTALL THE PUMPING APPARATUS TO WORK AREA
DEWATER THE WETLAND WORK AREA. THE PUMP AND HOSE W2
SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WETLAND END OF FLARED SECTIONCL w
WITHIN 24 HOURS. THE WATER SHALL. BE PUMPED FROM THE
WETLAND TO THE EPHEMERAL CHANNEL UPSTREAM OF THE �..
TEMPORARY ROCK CHECK DAMS.
2. THE CONTRACTOR MAY THEN FINISH GRADING AND PLANTING
THE WETLAND IN ACCORDANCE WITH THE PLAN AND THE INSTALL AND MAINTAIN THREE >w
CHECK DAMS
GENERAL CONSTRUCTION SEQUENCE.
3. ONCE GRADING AND PLANTING ARE COMPLETE, REMOVE PUMP ELAN \AEA w
AND HOSE.
4. STABILIZE DISTURBED AREAS WITH TEMPORARY SEED AND
MULCH.
CONSTRUCTED WETLAND
CONTRACTOR TO REMOVE
SEDIMENTS WHEN ACCUMULATION { l
z REACHES 12`
ICU
Lr.
D T'SS[ 50 N.T.U.TEMPORM
FI EXIgLEHOSE
.iwL
FLOW W1 y'�1yyy
DEWA a
NO. 57 STONE END OF APRON
LITTLE LONG PUMP
CREEK � B•r--� 2O' 20' 20' � PLAN.
0 .�..
A
EPHEMERAL -
CHANNEL W (SPILLWAY) r VARIABLE SLOPE
MIN 2/3 STREAM WIDTH
V MIN. BELOW LOWEST 1' MIN.
\-:m ROCK � —T BANK LEVEL 1,_5" � � 0 Z
CHECK DAMS�g"1 B
qp P LAN CNI
ELEVATION
0
CLASS I RIPRAP
SECTIONA-A
Revisions:
% SPILLWAY CREST 2' MIN. OUTLET La WI W2 *T
18" RCP 6.0' 12.0! 3.0' 1,6' a
PASS I RIPRAP NO. 57 STONE
36" RCP 12.0' 18.0' 6.0' 2.0' �
( I I'LCTvv
B
SECTION _B-B
a
Date: 12.15.08
PM: CLY
MAIN TENANCE NQlEs:
1. INSPECT CHECK DAMS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) Scale: NTS
RAINFALL EVENT AND REPAIR IMMEDIATELY. Project Number: 115049
2- ANTICIPATE EROSION AROUND THE EDGED OF THE DAM, CORRECT AH DAMAGE IMMEDIATELY. �
3. REMOVE SEDIMENTS BEHIND DAMS WHEN ACCUMULATION REACHES 12 INCHES. Sheet Number: D2
i

EROSION CONTROL MATTING 2 PLANTING DETAIL deanwater
EROSION CONTROL, MATTING SHALL BE HEEUNr.IN
PLACED IN G INCH DEEP TRENCH, STAKED,BACKFIL.I ED AND COMPACTED !. LOCATE A tiIHG- 1 97E INASHADY, WELL PR07IECTEQ AREA
I. BANKS SHALL BE SEEDED PRIOR TO PLACEMENT OF FATTING. I EXCAVATED A FLAT BOTTOM 11M£NC14 12 INCHES DEEP AND
TOP OF STREAMBANK 2. EROSION CONTROL MATTING SHALL BE PLACED AND OVERLAPPED PROVIDE MAINAGE. DIBBLE PLANTING METHOD
ACCORDING TO MANUFACTURER RECOMMENDATIONS.
TYPICAL STAKE USING THE KIK PLANTING-BAR
3. MATTING STAKES SHALL BE PLACED IN A DIAMOND SHAPE PATTERN.
TOE OF SLOPE
EROSION CONTROL MATTING SHALL BE 2-
PLACED IN 6 INCH DEEP TRENCH, STAKED,
BACKFMLLED AND COMPACTED
akch
OTTOM OF CHANNEL
:STAKE .
T}M NAIL S IN 3. BACKFILL THE TRENCH WITH 2 INCHES O F WELL ROTTED SAWDUST.
PLACE A 2 INW LAYER OF WELL ROTTED SAWDUST AT A SLOPING
ANGLE AT ONE END OF THETREW
2�.'SFAItE 1 r
4. S HANDLE 8.
1 `fH NAIL TMI`N PLNL HAASNbLE 2 AEG AT CORRECT FLANIEft FROM SEEDING PLJ1�11E�R F NG SOIL AT F" IG WL#.'t' PIP. LEAVE
T 7HOR�Y. " � „
TOWARD PLANTER. BOTTOM
REMOVI BAR AMID N'C ANTING BAR a N t�NE5
TYPICAL MATTING STAKE v�
GRQSS-SECTION
AMERICAN
THE WOW ECCO-SSTTAKE SHALL APPR BE OVED E� WITH THE PLANTING NOTES: �
FOLL.OV4NG DIMENSIONS: 4s PLACE A S LAYM OF PLANTS AGAINST IHE SLCPM 00 90
LEG LENGTH 11.00 IN 27.94 CM THAT THE ROOT COLLAR IS AT GROUND LEVEL.
HEAD WIDTH 1 �B�
DURING PLAN �SHALL t� A
HEAAD THICKNESS BE KEPT IN A M=t CANVAS BAG OR70 LEG WIDTH 0.60 IN 1.52 CM TAPERED TO Pg 7N O7 SYSAIEM.S. DRYMTRENCH LEG THICKNESS 0.40 IN 1.02 CM z
TOP E7F TOP OF BANK '`
TRENCH o 0
am
BANK PLAN BAR SHALL HAVE A rfs U cL
AKE (TYF) WrlH A TRIANGULAR 5EC?IOK
AND SHALL BE 12 INCHES LONG
T�AND 1 INCH (
11 . l �. . fit.. •.."" . . . �.
TOE OF - ! ' s ADOMONAL MOTU 5 PLACE A 2 INCH LAMM OF WEL ROT1E6 SAWDUST QYER its ROOTS
SLOPE MAINTAINING A SLOPING ANGLE. ROOT PRLNNO
MIE Mir M$ M3 : MD MI} 4. EROSION W47ROL MATTING (RW) SHOULD K USED TO AID PERMANENT VEGETATED ALL�SHALL BE ROOT PRUNED,
STABILIZATION OF SLOPES 2 1 tRi ORiEATER AND WITH kCCNtE THAN 10 FEET OF IF NECESSARY, SO THAT NO ROOTS
VEI TICAL RELIEF'. EX7M MCRIE THAN 10 INCHES BELOW
5 RCM SHOULD BE USED WHEN MULCH CANNOT BE ADEQUATELY TACIKED AND WHERE THE ROOT COLLAR.
IMMEDIATE OROTUND COVER IS REQUIRED 70 PREVENT ERO SM DAMAGE.
s. B'MINIMUM OVERLAP IN THE HORIZONTAL
PLAN VIEW
EROSON CONTROL
MATTING TO BE EXTENDED
TO TRENCH AT TOE OF SLOPE MAINTENANCE NOTES
1. MSPECT ECM AT LEAST WEEKLY AND AFTER CAM �T(1/2 INCH OR s REPEAT LAYERS OF PLANTS AND SAWDUST AS N E RY AND
OGREA7I:R RAIVFALt EVENT. REPAIR IYI�DIATELY. WATFR THOROUGMY.
2. OGptID TACT WITH THE GR MUST MAINTAINED. AND EROSION MUST NOT
OCCUR BENEATH THE M.
3. ANY AREAS O F THE ECM THAT ARE DAI AM OR NOT IN CRC CONTACT WITH THE
GROUND SHALL IE REPAIRED AND STAPLED.
4, F E#'tMW OCCURS DUE 70 POORLY CONTROLLED DRAINAGE. THE PROBLEM SHALL
IE FN W AND 7HE ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE ECM AS NECESSARY UNTIL GROUND COVER IS s M'J
ESTABLISHED. C'
.-1
0,0
QUA,
�o
D3NTS2" CALIPER TREE � 1�lE STAKING �/ Z
F-
w
2.
NOTES O 3"��
t
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. �ST
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION. , TOP OF STREAMS
TOE OF SLOPE
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON 'n
REQUEST OF ARBORI ST.
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
CU
LEGAL MARINER.
5. RESEED UNMULCHED, DISTURBED AREAS.
3/4' NYLON STRAP 005�5-SECTION-
C3' SLIP ER I AN 51LRP KNOT. � f )
e• LARGER TT4AN TI7EE� �,/j
ROOT CROWN TO
NE AT FINISH MADE KEEP�11 AWAY FROM TOP (}F
4•HIGH /CI•W�MA»N TOP OF STREAMBANK w
SUM OUTSIDE OF R007SALL "MAXIMUM LAYER OF MULCH STREAMBANK
3-- 1"z2"'xA8' WOOD STARS ( }
WITH CENTERED 3/0* HOLE
DMVEN IN UNNE WITH STRAP
EQUALLY SPACED AROUND TREE �# GRADE 2' TC) 3'
STAKES SHALL . BE PLANTED
M TO BANK TO TOE
TOE OF
CAPE
REMOVE TYPICAL EXC M SOIL BAOROfILR AS SPECIFIED
FROM ROOT CROWN
REMOVE 773P 1/3 BURLAP UNTR5TURBED 5O1
AND ANY NAIS/PI4S, � p VIEW
ROOT BALL 01A, 12• PLAN
REMOVE TOP 1/3 OF WIRE VARIES
BASKET WHERE PRESENT
Revisions:
RAISE PIT BOTTOM TID SET ROOT CRDV 4
AT THE CST HEIGHT FCC SOT.TINDER ROOT BALL S�ClNG CUT T
SODS FACING UPWARD
m
ALL TREES SHALL MEET AMEMM STANDARD FOR NURSERY STOCRC (ANSI ZBOI-2004) LIVE CUTTING
MINIMUM 1/2" DIA TO 3' LENGTH ,
b
g
1. SAKES SHALL BE CUT AND INSTALLED ON THE SAME DAY. 9
2. STAKES THAT HAVE BEEN SPLIT SHALL BE REJECTED AND NOT USED FOR �
CONSTRUCTION. c'
GLE CUT 3. STAKES SHALL BE INSTALLED WITH BUDS POINTING UPWARD, g
30 TO 45NDEGREES 4. STAKES SHALL BE INSTALLED PERPENDICULAR TO BANK.
5. STAKES SHALL BE 1/2 TO 2 INCHES IN DIAMETER AND 2 TO 3 FT LONG. By.
6. STAKES SHALL BE INSTALLED WITH 1/5 OF STAKE REMAINING ABOVE GROUND.
LIVE STAKE DETAIL 7• 80% OF STAKE SHALL BE BELOW GROUND. Date: 12.15.08
Y- 7
8. STAKE SPACING SHALL BE 3 ON CENTER ON RIFFLE BANKS AND 2 ON
CENTER ON OUTSIDE BANK BENDS. PM: CLY
w
SCOIe: NTS
Project Number: 115049
Sheet Number: D3 Q