20061323 Ver 1_Site Plan_20070320

i
_
i
i
i
i
i
2 69 692

688 _ _ ~ - - 688
- _
i

~ 684 - 684
`I x\22 $1
~
~ ~
680 680
i ,i
i
I 676 676

-40 -2a o 2 0 20 40
~ 692
692
i
I
688 _
' - - 688

684 684

680 680
676 c~ ~ 676
~ ~ ~ ~ ~
-40
-2a o 20 20 40
-E-
692 692
688 - - - 688
_

, 684
i 684

i i
` i ~ ~ 6s0
680
676 a~ ~ ~ ~ 676
~ ~ ~ ~
-40 -20 0 20 20 40

692 692
_ EXISTINGG OLIND
688 ~ - _ - _ _ _ _ - _ _ 688
_ _
-
2.
Op. ~ 684 2• 684
PROPOSE FII~ISHE GRO' [I~TISHE GROUND
2 'pD
680 680
1 !i f 12.34 14. 9
o0 00
~ Q M i d' ~ m
I ~ ~ 676 676
-40 -20 0 20 20 40
1 i
I
I
1
i
692
692
688 688
, r. l
-
~ - 684 2,p _ D ' 684
;1 0
680 ~ a.22} s.72~ 680
a o0 00
o0 00
ri o ~ ~ ~ ~
676 676
-40 -2 0 0 20 20 40
i
i i 1
i i 5 0 2.5 5 10 20
i i
~
1 inch = 5 €t.
d ~ F-t ~ _ _ , T1 T 1 '1~ /"1 1 T T 'T1 T /"V T'~ T T~ T1 T1 T ~ T Ir11 .r-V /~1f ? '!'1 7 t' /'1 1 T /^V ~'T~T T ? 7 T e^V rT~ /1 Tv ? ~ ~ s •
CiAKMUN STREAM KE51 UKA"11UN PLAN
N ® MING PLLC -t)IAIVI..U IN -D -N Ul-N 0 d ~ ' (D C7 CD C gg®'p ® a J
CROSS SECTIONS
A~ 440 OLD HWY. 277 LOOP RD IL ENGINEERING SURVEYING G
r ~ DALLA s 2 N. C. 4 SITE SUBDIVISION PLANNING FOR:
o
o ~a PHONE: [phone] EROSION CONTROL, 31 u, o ® ® ~ , EMAIL. • diamonden ineerin charter HIGHWAY 16 GARMON, LLC
i ® .net a AND ATE AND SEWER ~ s PO BOX 669003
CHARLOTTE, NC 28266

i
I e
i
i
i
E
s
i
I
I 692
692
l
688
688

- t-
b84
684
,r-----

~ R 680
68Q
~ O 0 0 O O O 0 0 O G?
d' ~
N O ~ ~
b7b 2Q 676 20 40
-20 0 -40
i
I j
i
692
692

688
688 - ' j

s
~ 684
684 2 ;1 o0

i'
1 680
68Q ~ - - 000 ©°o
000 I
3 h N ~ N
I o0 00 ~ ~ `s 676
676 ~ 20 20 40
-20 ~ -44
i
~4~
692
688
688 -
'
~ ~ p4• FROPQS FINIS ~ ~ ~ 'OS FINIS D GROUND
i •'1 I' 684
j 684 20~.

3.00 , 15 22
8.1 680
680 ~;o0 00

~ ~ ~ ~ 676
676 2( -20 0 20 40
-40
696
696
_ _ 692
692
a
688
688
' ~o
2.0 6. $ Q'1
684 684
i
~ 1 .63' 9.9
oo~ o0 680
680 . 00 00
w ~
2 ~ Q -40 -20 20 40
i
i
i
696
696 I
i
692
692
688
68$ po•
2 ~ .a0.1
684
I 84 6
8.43 9.59
00 00 00 00
680
N ~ 6s0
~M
Q 20 40
-20 -40
5 to za s 0
N SET (j )
' h = 5 ft. 1 Inc
CD
~ ,•'•",°•I•s ~ DIAMOND ENGINEERING,. PLLC LC GARMON STREAM RESTORATION PLAN
e s CROSS SECTIONS
HWY. 277 LOOP RD. CIVIL ENGINEERING & SURVEYING SING
N ? U00 DALLAS1 N.C. 28034 SITE & SUBDIVISION PLANNING L\ G FOR:
Z' ~ N _ ~ ~ •c^ or ii• D O S HIGHWAY 16 GARMON, LLC
p o o u ~ ~d PHONE: [phone] EROSION CONTROL, 4b ~ EMAIL: diamonden ineeringG~charter.net AND WATER AND SEWER PO BOX 669003
CHARLOTTE, NC 28266
-P ~°~hereaas,"° r~ g

i I
i 5
i i
i
I
I

i
s
i
692
692
J b88
688 2 q
i ~Q. 1 09,1 •1
684
, 684
00 00
{ b80
~ rn 680 ~ m
~ ~ ~ ~
20 0 -20 20 40
-40

692
I 2 69
688
~ ~ d~ ~1 68$
2 , •1
~~;1
Z~ 684
3.00'
684 ~ 28' 9.36 0
oa o0
~ ~ 680 20 40
680 20 0 1 -20 -40
i
i i
i ~
1 1 }
i 692 .
I b92 _

.-~~_yy / 688
! \ / b88 2
~~i
I 0~' _ PROPO ED FINISH D GRi 2 FINISH D GROUND
b84
684 - ' 8.33
8.59 - o- o 00 0
~ Eel N ri ~
~ ~ 680
,t 20 680 0 20 40
-20 -40
i
i +
i ~i i 692
'I
! 692 EXISTING GR0(TI~D
•1 ~ 01 + 688
688 3. 3
2°
3.00
i 684
00 000 684 00 000 i

N ~ ~ ~
1 ~Q ~ 6$0
i 20 680 0 -20 20 40
-40
k
E Z
i
i
1 3 3
i 692
1 692

688
•C1p. 2• 688 •1

i
7.17 7.74 684
o 00 a 684 °0 0 0 0
rn ~
7 ~ V 1 680
I { i 20 20 40
i. 680 p -20 -40

I i
a 696
696
692
692
- ~ ap:1
oo. 5. 9 z. •1 68s
68 2. Op,l
r 3.00 ,
11.90 8.21 684
o00 00 684 . r+ r-~, ~ ' r+
r a, v~
rn ~ ~ ~ 680
20 680 0 20 40
-20 -40
~o ~o
5 0 25 5
~ l
I inch = 5 ft.
CD' w ',reeeo~aoos DIAMOND ENGINEERING, PLLC .LC GARMON STREAM RESIURA HUN PLAN
' ! ',7~ p d n cxc ~ o o~,ess ~ C1. Ro°o 5S i W CD e e CROSS SECTIONS
440 OLD HWY. 277 LOOP RD. CIVIL ENGINEERING & SURVEYING YING
y ° ~ x :z W D D ~ DALLAS, N.C. 28034 SITE & SUBDIVISION PLANNING [NG FOR:
HIGHWAY 16 GARMON, LLC
~ ° o ii ~ . ~o moo:. o`• ~ ~ PHONE: [phone] EROSION CONTROL, PO BOX 669003
• ~ o •°°•°•d~ ~ EMAIL: [e-mail] AND WATER AND SEWER 00 CHARLOTTE, NC 28266

i
j
i
I
700 700
696
_ - - 696

692
b92
oo'• ?aQ. 6. 2' ti'
688 '1
2.~ 688
8.17` _ 1 4. 2
0 684 - -
~+ocx~ 00 I *-~i 684
~ ~ I
~ -40 -20 0 20 20 40

704
704
700 -
700

l ~ ~I
- r i - - -
696 696
~ ~ r I
~ 1 ~ r - -
- - -
692 - o• 692
2 o~. f •1
688
E ~~1 688 Y
8.51 28.51
00 00 684 0
N ~0 684
~ ~
-40 -20 0 20 20 40
1
t
s t
704
704
7oa - .-r
700
I f I
r I
I - - I I / - 696
I I 696
I - EXIS ING GROUND f~-
~

692 _ _ - .1 692
,Q~.
~1
688 .~Q. 688
~1
i .
8.51 28.48
000 00 684
N V~ ~ ~ 684
~ ~
-40 -20 0 2a 20 40
i
I 704
704
700 r-
700 mss"'
~ .i ~
I
r 596
696

- 2~ 692 -
_ 692
_ 2 , ~o S. 1
688 688
f 7.83 20.69
00 00
r-;
684 o ~ 684
ri ~ o~ o0
~ ~ -40
-2a o 20 20 40

1
i 1
i
j~ F i
i
704
704
I
700 J ~ J I
700 I'~ t ~
I ~ J ` I
i r i ~ ~ i ~ i I I
r 696
I~ ' ~ ~ 696
~ /
1
b92 -
2 ~ 692 .
•0 5. ~
688
i 688
i , 7.s1 2o.5a~
00 00
bs4
o ~ 684

-4a -20 a
20 20 40
5 d 2.5 5 10 2d
~ l
~ IIIC~l = ~J f~.
d
~ ~ ~ ~ ~ .~ti~ ~®~A_ ~ T1 T ~ 1\ T l11~ T71 T11~ T /"V T1~ TT T 7'1 T1 T /'V rv
I.iAK1ViVN N11{EAM KE5"1'0KA 11UN PLAN
MIAIVI"IN IJ Li IN ki][IN MIN li, PLLC 'x 0 m ~p o cc c e.a.... o °0 j m ~ ~ ~ , ' N P?*
CROSS SECTIONS
l'A at W 0 a ~ 440 OLD HWY. 277 LOOP RD. CIVIL ENGINEERING & SURVEYING
DALLAS, N.C. 28034 SITE& SUBDIVISION PLANNING cl\ PHONE: [phone] EROSION CONTROL, FOR
HIGHWAY 16 GARMON, LLC
EMAIL: [e-mail] AND WATER AND SEWER
PO BOX 669003
CHARLOTTE, NC 28266

I
I i
I
1
I
'i
i
i i
t
704
i 704
700
700
"
r,j 696
696
_ - - _ a. 692
2 _ - - 69 - - -
- 2 oa. 5. 2
688 688
7.88' 6.62
00 .oo

684 M o1 684
M C~ a1 00
~ ~ i
~ 20 -40 -20 20 40
' ~ +
704
4 70
700
~ 700
696
- 696 -
•1 _ gyp.
692
692
I 9E D~. •1
i 688
j o 0 177' 688 8.77 9
o o
~ ~ 20 20 40
-20 0 -40
s
F 704
704
I
~ 700
7a0
xl ~ ~x ~ 696
696 _ _ ~ 1
a 2. 5. 4 o. 692
2 69
7.86 18.19 688
688 0 2E -20 ~ rn Qoo Zp 40
-40 ~ o~'o`Do 0 0 0
i
704
704

i
f 700 700

696 - 696
9fl. '
4
7. 's ?
'1 G, Q 692
692 00 r~ ~ rn ~
0 2~ ~ -40 -20 , Zp 40
9.35' 21.33 00000
~ ooooa
t

704
7 ~ 04 j
A
1 700
700
_ ~ ~
{
f ? _ '1 9• 696
_ 696
3
•1 i
692
i 692 4
0 0 0 0 2 Zp 40
-20 00 ~ 00 -4a ~~o~~
I
r
I
i i
1
! 20 i 5 0 25 5 10 3
i
r 3 I
(IN FEET ) 3
!inch = 5 f~. i
i i
~d
~ A DIAMOND ENGINEERING, PLLC LC GARMON STREAM RESTORATION PLAN
W N ~ A N m•oa••. oO,Q a0 yy y AW Q. ~ ? oe pR ~s CROSS SECTIONS
~ ~k u td N y , ~W . a 440 OLD HWY. 277 LOOP RD. CIVIL ENGINEERING & SURVEYING PING
DALLAS, N.C. 28034 SITE & SUBDIVISION PLANNING I`TG'' FOR:
HIGHWAY 16 GARMON, LLC
PHONE: [phone] EROSION CONTROL, PO BOX 669003
•0000900 \A~~e~6 EMAIL: [e-mail] AND WATER AND SEWER CHARLOTTE, NC 28266
41
I
i f

Seedin & Plantin
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI, 1990, PART 1, "Shade and Flowering Trees aOR NURSERY STOCK (ANSI, 1990, PART 1, For Example: Caliper Height (range) Max. height Min. root ball dia. Min. root ball depth
Tem orar Seedin -All materials, labor, a ui merit and work performed or supplied under this ~ y g q p ALL TREES SHALL MEET AMERICAN STANDARD FOR NUR in Trees"
item shall conform to but not limited to Section 1620 & 1060 of the NCDOT 1995 Standard Shade and Flower~n Trees
g Specifications. 2" 12-14' 16' 24" 16"
For Exam le: Hei ht Min, root ball dia. Min. root ball de th " f the construction site. An + all__ depth 3" 14-16' 18' 32" 21"
Rock and Debris 112 or larger shall be removed and disposed of o f y $ 22 ~ 5 11 e removed re ardless of size NOTES:
a re ate base course that ~s used as back fill behind the curb sha b g NOTES: gg g prior to the seeding operation. 1. REMOVE WIRE OR NYLON
1. REMOVE WIRE OR NYLON TWINE FROM TWINE FROM BALL Q
BALL Seedin shall be erformed in accordance with the following seeding specifications: g P 2. INSTALL TOP OF BALL 2"
2. INSTALL TOP OF BALL 2" ABOVE FINISH ABOVE FINISH GRADE
Schedule No. Common Seed Name Rate lbs./acre Planting Dates GRADE 3. SOAK ROOT BALL AND
1 Rye (Grain) 120 January 1-May 1 3. SOAK ROOT BALL AND PLANT PIT Annual Lespedeza (Kobe) 50 PLANT PIT IMMEDIATELY
IMMEDIATELY AFTER INSTALLATION 2 German Millet 40 May 1-August 15 AFTER INSTALLATION
1 - anu 1 4. LENGTH OF RUBBER HOSE TO BE 2/3 3 Rye (Gram) 120 August 5 J cry 4. 4" SAUCER WILL BE OUTSIDE W `V1 N
CIRCUMFERENCE OF TREE. OF BACKFILL. ~ Z
10-10-10 Fertilizer 750 lbs./ac. Lime @ 2000 lbs.lac. @ IDE FBA 5. 4 SAUCER WILL BE OUTS 0 CKFILL. 5. SEE SPECIFICATIONS FOR W
Straw 40001bs./ac. Tack @ 10 gal 11000 sq. ft @ d. SEE SPECIFICATIONS FOR OTHER OTHER PLANTING oo 0
r this PLANTING RE UIREMENTS. REQUIREMENTS.
Permanent Seedin -All materials, labor, equipment and work performed or supplied uncle g item shall conform to but not limited to Section 1660 & 1060 of the NCDOT 1995 Standard r--O u a
S ecifications. p u
Rack and Debris 112" or lar er shall be removed and disposed of off the construction site. Any g TOP OF ROOT BALL TO
e ate base course that is used as back fill behind the curb shall be removed re ardless of size age' g g 4" LAYER OF MULCH BE 2" ABOVE FINISH GRADE 4" LAYER OF MULCf NO MORE THAN 4" NO MORE THAN 4" MULCH
rior to the seedin o eration. " p gP
N 4"
Seedin shall be erformed in accordance with the fallowing seeding specifications: „ „ „ g p LOPES 3. l OR FLATTER TOUCHING TRUNK TOUCHING TRUNK JNK
S Schedule No. Common Seed Name Rate lbs./acre Planting Dates "
300 Au .15-Nov. l 1 Tall Fescue g C~
2 Tall Fescue 300 Nov. 1-Mar. l* 4" HIGH WATER BERM 4" HIGH WATER DATER BER
Rye (grain) 25
3 Ta11 Fescue 300 Mar. 1-Apr. 15
4 Hulled common 30 Apr. 15-Jul. 30 FINISH GR
Bermuda grass • " b ,'J.. 30o Jul. 15-Au .15 5 Tall Fescue g REMOVE TOP 1/3 OF WIRE BURLAP
` 1 t R 35 ~ ' Brown top Mile 0 •
~ Sorghum Sudan Hybrids 30 PLANTING MIX AND ANY NAILS/PINS, ETC. PLANTING MIX
(AS SPECIFIED) (AS SPECIFIED) MIX
T Heavil mulched Burin the Janua -March eriod. • ~ • ~ . Y g rJ' P ~ -iEQ
40 1 s.lac. 10-10-10 Fertilizer @ 10001bs.lac. .Lime @ 00 b REMOVE TOP 2/3 OF WIRE
4000 lbs./acre Tack 10 al J 1000 s . ft 8" 6" 20" Straw @ g q 6 @ s~ 8„ BASKET WHERE PRESENT 8~ 6" 20" s° a°
SLOPES GREATER THAN 3:1 to 2;1
Seed Name Rate lbs./acre Plantin Dates Schedule No. Common g UNDISTURBED SOIL LINE (IF SOIL
1 Sericea Lespedeza 50 Mar.-June 1 4g" HAS BEEN PREVIOUSLY DISURBED, -as°
Ta11 Fescue OR 50
Weeping Lovegrass 5
2 Tall Fescue AND 60 June-Sept. l * * Brown top Millet OR 35 JLTI-STEM TREE FIRM SOIL UNDER ROOT BALL)
Sor hum Sudan H brills 30 g y PLANTING DETAIL SINGLE STEM TREE EE
5 Sericea Lespedeza 70 Sept.-Mar.1
(unhulled-unscarified)
Ta11 Fescue AND 150
Millet OR Sudan 20
**Temporary -RESEED September 1 at the recommended rates
10-10-1q Fertilizer 1000 lbs.lac. Lime 40001bs.lac. @ ~ aw ~
Straw @ 40001bs./acre Tack @ 10 gal / 1000 sq. ft
Any cut or fill slopes aver a 4 foot high will behydro-seeded or covered with erosion control
netting (North American Green SC150 or approved equal) to ensure a good stand of grass and ~ U
revent future erosion. p
The contractor will also be required to mow any area that will need maintaining until final
acceptance of the project.
~t v
Tree Plantin -All materials labor e ui merit and work erformed or su lied under this item g ~ ~ q P p AP aMC~
shall conform to but not limited to Section 1670 of the NCDOT 1995 Standard Specifications, BOLTJOINT
Section 6.13 of the North Carolina "Erosion and Sediment Control Plannnn and Desi n Manual" g g
and the American Standard for Nursery Stock. , 7 MIN. WIDTH TQP OFBA OP OFBANK
Trees shall be purchased from a nursery with their roots and attached soil wrapped in burlap or in r'•~a"moo
r Th s it ball f n 'n plastic contame s. e o o co tai ertzed and burlapped trees shall be 12 inches m
diameter for each inch of trunk diameter. The soil around the roots should be kept moist until
3' MIN. CHANNEL WIDTH planting. Branches should be bound with a soft rope to prevent damage during transport.
CUTLOGS TO FIT
Willow Oak (Quercus Phellas) shall have a caliper size of between 2 and 2%z inches. Crape TOP OFLOG BANK QA~~
Myrtle (Lagerstroemza Ind~ca Natchez) shall be a minimum of 10 gallons in srze. Glossy Privet (Liqustrum Lucidum), Dwarf Yau on Hall Ilex Vomitoria ,Sea Green Juni er Juni Brous TO$E6"HIGHER THAN LOGJOINTDETAIL
p Y( ) A ( P Chinesis, "Sea Green" shall be a minimum of 3 allons in size. ) g INCENTER OF CHANNEL
Each planting hale must be deep and wide enough to allow proper placement of the root ball. 30~ DRILL 1-I/8 "DIA. H0LEAT(3'0.C.).
Ideally, the hole should be twice the size of the root ball. When digging the hole, keep topsoil o 0 3°-S° DRIVE#SREBAR THROUGH. IMBED
( g g se crate from subsoil. If the subsoil is hi h in cla allow extra room one-half a ain the hei ht of p g Y~ FILL OTBR GEOTEXTILE WITH INSTREAMB0T7'0MA MINIMUM
the root ball . Backfill the hale with enou h to soil or eat moss to osition the base of the tree at g p A P the same level as in the nurse . ACCEPTABLESTREAMBED OFS:
rY MATERIAL. ~ ,,,,,oco crone n v lam OgEm ac
If the plant is in a container, carefully remove it, taking the soil surrounding the roots with it. This IS MAX. LENGT
may require cutting the container, Loosen the twine and burlap at the top of balled and burlapped CUTLOGSTOFIT WIA RE ON BACK SIDE TREE
plants and check to make sure that no other wrapping is present before planting. ~J ORDINARYHIGH WATER
SPACING AS NEEDED
Before replacing subsoil, mix it with one-third peat moss or well-rotted manure. Backfill the hole, 200 TO SUPPORT WIRE A Cut Above The Rest
firming the soil as it is replaced, and maintain a depression the g around th trunk within the excavated WITHOUT CUTTING TREE .loo," BARK Revisions:
area to hold water. Cover the base of the trunk to the same level as before it was removed. Water thoroughly and rewater as necessary to keep the roots moist until the tree is established.
MIR r MIRAFISOOXGEOTEXTILE ` w 3-13-07
AT7 Stake the trees with vertical stakes driven into the ground just beyond the root ball. Secure large ATTECHED WITH ZX4ALONG TOPANDBOTTOMLOGS NOTES: s" ~
EN7 trees with guy wires and cushion wire, where it contacts the tree, with rubber hose. Wrap the TOP OFCHANNEL ENTIRELENGTHOFLOG.
trunks of younger trees to,protect them from sunburn and pests. _ _ S'MIN THIS / 1. ~S TREE BUMPER DETAIL SHALL BE USED WHEN w- _ WORKING WITHIN 10' OF AN EXISTING TREE TO BE PLAN VIEW
Each plant is to be mulched with pine bark mulch 4" thick and in a 24" radius around the trunk or A CROSS UAINSECTION PROTECTED.
base of the plant. All other areas are to be stabilized with seed, mulch, and tack in accordance TOPLOG with the seeding specifications from above, 16dRING 2. ALL TREES SHALL BE SAVED UNLESS NOTED
W W SHANKNAILS OTHERWISE ON THE PLANS OR DIRECTED BY THE 6„ n,P ENGINEER. ®~~o~®
AT 12"O. C. CARO etaa~~0
CHANNEL FLOW . . _ CUNT _ ERLIN 2x4 3. LUMBER, WIRE, AND SANDBAGS MAY BE REUSED oF~SS~Q~
AT OTHER TREES.
MIRAFISOOX ® SEAL. ® 23530
GEOTEXTILE TOP 4. THE INTENT OF THIS DETAIL IS TO PROTECT EXISTING STEEL WIRE TO TIE TIE ago
M LOG TREES FROM DAMAGEDURING CONSTRUCTION LUMBER TO TREE ESPECIALLY FROM BACKHOE ARM SWING. AN 2^ X 4" x 6'
ALTERNATE APPROACH MAYBE USED IF LUMBER, (NP.)
TOP OFCHANNEL APPROVED IN WRITING BY THE ENGINEER
AFTER CONSULTATION WITH THE CITY ARBORIST OR HIS
BOTTOM- DULY AUTHORIZED REPRESENTATIVE. 2xa's A ni~o Bu~ancs BAGS TO 4nON OF EXTENDED AND BAGS TO Drawn B JHD
PROTECT THE BUTTRESS LOG SAND BAGS O BUTTRESS BUTTRESS By: BUTTRESS Checked By: KBF
BOTTOM 1 1
L06 GEO TEXTILE A TTA CHMENT Roars, (rnP.)
DETAIL Scales 1 "-20'
Date: 1--2-07
ELEVATION VIEW
File # 06-4614
LOG CROSS VAIN DETA DETAIL TR-cEE PROTECTION DETAIL
SHEET NO. 5
- - - - - - - - - -

!/4' NfRE MESfI i E» WASHEp STONE P~ eau et of /v Ar p ea
r ll X. ~ ~ ARE s Nv W e/ dean ed C harm
~ e! N~
• NT
~y SPACING 4 yrr~ ' `t • ,ti ,.s .ti 't~.
Y yo
1. Obtain plan approval and grading permit form the N G Dept. of Environment and ; , , ~ w , • Natural Res Q y ••,.+x . 1,•~r:. •w M ources Land ualit Section. " ' ' • a _ _
n
-COnStrUCtlan Conference at Ieast one week rror to startin construction . • + : ~•t~' ; 2. Hold a pre P g , « , 1 ~ZOW r . and notify the N.C. Dept. of Environment, Health, and Natural Resources, Land Quality Section of ~ „ , , , ~ ' o
~ , • , • r' • ~ t ~ ' JCOIMEnr~a the date when construction w%ll begin, ~ppl w• ,,.sEAIMENr coNrRO,L r" FLOW ' o
• • •caNnea srgNE , • ; ,1 sr~+E Nate: : ~ r,,, 3. install the gravel construction entrance. ~ . Sediment control stare shall h
s ~ t ~ + • be No. 5 or No. 57. ;1°,ti • ~ ire Mesh shell be hardware 1
ro ection at i e s tem outlet ~ •y: `~r • ' ` ~ ~ ~ ~ 1 t• ' 4. Install the outlet p t Pp ys :r A r . • , ,•r t sl „ , . ~ + . , , • • , cloth 23 gauge min. and shall ~ • , Q
~ , a,, 1~ ~ ' ~ / 'r ~r i • , f h• '1 • 9 have r~4 mesh opening. ~ r•+ 5 Install Inlet protection around drop inlets y; • ~ «;M +yy'ri ~ ; ~ y.: i Bottom of wire mesh steal! ~ F/L TER FABRIC N O N
l . e be a min, of 1 be%w ground. • w Steel ost shall be 5' in + ~ , Lr,~'"/'1 M pp v ~I "C z
6. Leave all erosion control devices %n place until vegetation has been established p • • to withstand erosion. height, be Installed 1.5' deep SUfr!Clently i/4" WIRE min., and be of the self-fastener 2--3" COURSE AGGREGATE .
MESH 4' angle steel type. ~i o~ ~ H
. SPACING Wood post shall be 6' In , height, be Jnstaded to 1.5' deep ~ L a
SEt)IMENl' min., and be 2x4" min, in size CUN~ROI Post spacing shall be a a
SlfJNE max. of 4:
fIDW FLOW 2, fL~W 2 , • 12' ~w
• • • . w'" H
'-6"
~ T E4/MENT E........ ~_..i ~ ,y, ~ ~f cvNrna srONE tI V
1'-6' 1j~~ 1. La is the length of fhe rip-rap apran. --I i ..i
~rerer~teacc~.~a~ s~cnav A_A 6` s~~ = I (=III--i i sECnav r-r Fl, ~ W
1. All eroslon and sediment control practices will be checked for stability and operation 2. d= l.5 Times the maximum sfone
following every runoff-produc%ng ralnfal! but in no case less than once every week. Any needed diamefer but nat less than 6': ' Filter p• Filter
re airs will be made immediately to ma%ntaln all practices as designed. P _ reoutl - et t o Well det! ned 3 /n a well defined channel exten p d the a r/C "vbric
2. All seeded areas will be fertilized, reseeded as necessary and mulched according to the srEP z apran up the channel banks to elevation of Anne STEP i » 6 above the maximum failwater depth of
instructions /n the seeding specifications to maintain a vigorous, dense vegetative cover. DRIVE STEEL POSTS 18" INTO GROUNp ATTACH WIRE FENCE TO POSTS ANa to the tap of the bank, which ever is less.
3. Gravel construction entrances w%Il be cleaned or re laced when the no /on er worker COMPACTED SOIL P y g AND EXCAVATE A 8" X 8" TRENCH UPHILL EXTENa THE BOTTOM OF THE FENCE 8" ALONG THE LINE OF POSTS INTO THE EXCAVATEa TRENCH. 4. A filter blanket of filter fabric should be
properly. installed befween fhe rip-rap and soil foundation.
4. Sediment will be removed from behind the sediment fence when it reaches 0.5 feet
The sediment fence will be re aired as necessar to maintain a barrier. deep at hte fence. p y ~ a
t:,' u . I8 MIN. f r v ~ 5. Seed, mulch, and tack ex~sting sediment basin area a ter emo al. ~i, ~ ~ MAX+ 8
f r'~~r'~~~~ ~~r'~~~~~~ \ \ ~ + i~ ~ ~ I BETWEEN ////i
~ ~ ~ ~ ~ r//// / Posrs ' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ W W W i /1 / / / / W W W W W u+ W
/ i \r;~r\r\r\ ;.r\r\r\r\r~,r\r\r, r\r\r\r\r\r\r\r\r \ ~ \ / W W W W W /I\ I\ I~ I W W W W W W W y v W W v
I W W W . W W W W +U W W W W W W W W W W v~ W
6' TYPICAL W W W W W W W W W W W W W W W W W ~aOW
y, W W W W W W W W W W W W W
TEMPORARY EARTHEN Dll/ERS/DN DETAIL 8"
STEP 4 STEP 3 ' ~d0
COARSE AGGREGATE BACKFILL THE TRENCH AND COMPACT ATTACH THE FILTER FABRIC TO THE WIRE THE SOIL F/RML Y TO ANCHOR THE
FENCE AND EXTENa THE BOTTOM OF THE BOTTOM OF THE SILT FENCE SO THAT FABRIC 8" INTO THE TRENCH. RUNOFF /S FORCED Tp GO THROUGH THE
FENCE ANp CANNOT GD UNDER IT
. .
q,•~ 78 MIN, / / . \ \ \
~ ~ / / / ////i r ~ ~ ;ii ;:i.:;;;i;;'::':i;:i~,., )r~:ir:'r,;;i ;ir:':r:~:a~r':::. / 'rr:r: ~~~•'4iiii:'ri:i4:;c:i ri;i'?iii rr::;rr. ii:'ir?i:??ivi;: ~i;f:rrr rri::::..~ i5i:i 5'r:~ i•i:'i:•:':':: :.::::"c e9,itiir :iciii F;i ii'rii:;:. / / / a / :i?.i :},Y:i•~:};: c:.,.'. ...,:i:r:: 5}:e; :4.'.4i. •.i'.vis:...:"::. •i:i:i:'i1~~i•ir ?iii:i}„itc .r. tiii: r:.. ''''::i'ri't;$ivr'ri;ii i?ii:iii:ri::::.. ;:•'rii:!.:::::::•:::::::.':.:.... ~ WA
r///r' / f , •s~:, :.;:Y 1 ,rti4
s~a~s,~~aRFUrr~ /r \ ~r;~r\r\r\ \r\r\r\r\r\r\r\r, r\r~r\r\r'~r'~r\r~r, ` u. bni +NS I / 5.+~ ~ 1 i ~ ; t.M ~'~',Vl.'.':,'.: ....w.::iY.'i;~}Y:::.,..W::Si:::.""., ';4ilei:i'ri:5i:iee.."':Y. y...... ~ y......... ,c+
1. Apply agricultural lime at the rate of 2 foes/acre, , ,i.+ ~:;::r..,, . :.e::::.'.~ W W W " ~i''{:','ct..':: ,:.w W W W W:•::.•. ~',;f!:.•.'.~::. '."y W v
9 TYPICAL O W W W v ' •W W W W .•;!I(r.' ~ y W Y.:'::'.' 0 cu
2. Apply JO-10-JO commercial fertilizer at the rate of 900 Ibs/acre. TEMPORARY GRA I/EZ Dll/ERSION DETAIL k•
3 Seed in accordance with the following schedule and application rates• TO BE USED AT I/EHICLE CROSSING SECTION W W W W W W W '..1 r' 44•~J a J~' f'~~~1iiI..+YI a~
QA„T,~f ~ PLANTING RATE ~F~N~i v'r{~ + ~ ~ NOTE.' BOTTOM OF FILTER FABRIC MUST BE d 11=III=1
Aug. 15-Nov. 1 ........................Iall Fescue..........................300 Ibs/ac. HE/GHT~ STEEL POSTS PLACED IN TRENCH AND SECURED BY - I =III-1 I L=: ~ ~
Nov. 1-Mar. 1 * ........................Tall Fescue 300 Ibs/ac Abruzzi Rye .........................25 Ibs ac. ' MAX.• EITHER BACKF/LL/NG WITH SOIL - WIRE FENCE (HOC WIRE) MATERIAL AND TAMPING OR BY PLAGNG 3 WASHED STONE TO A HEIGHT _ -I (I
Mar. 1-Apr. 15 .........................Iall Fescue.............,.,...,.....300 Ibs/ac. of s 111.-' .~I I I-III--' F/L TER FABRIC ABOVE GROUND LEVEL. -I ~ I--- - III I I - ~ er ,
Apr. 15-Jul. 30,...,...,Hulled common Bermuda grass..,....30 Ibs/ac. 8 min MIN: BOTTOM OF W/RE FENCE AND ' SeCtIOn Fabric z F/L TER FABRIC BURIED
Jul. 15-Aug. 15 ........................Tall Fescue &..........,.,.........300 Ibs/ac. 4X4 CONCRETE BOX RISER 8" iN EXCA VA lE0 TRENCH
Brown tap Millet OR...........35 Ibs/ac. WITH SKIMMER, TRASH RACK, Sor hum Sudan H rids.......30 Ibs ac AND ANTI-VORTEX PLATE EV. 694. g J'b / -**---STEEL POST DRIVEN f8" INTO GROUND )ETAIL
Heavil mulched durln the Januar -March eriad 0 7 SKIMMER TOP OF DA y 9 y p ORIFICE DIA. ,
1.0 4. Mulch with straw applied at the rate of 2 tons/acre.
E Ev 2. 56' ss
~2 +S~ApES GiREA J~77 1HAN f to ~ 1 STOR W 0.68 N N
EARTH DAM 1. Apply agr%cultural lime at the rate of 2 tans/'acre. 1.0 OUTLET PROTECTION rH 11' W/DE X l2.5' LONG
NT LEVEL ~ CLEAN F/LL WITH 3.44' 959' COMPACTION ~N X 9 "THICK A I"""'1 A .F*
2. Apply 10-10--10 commercial fertilizer at the rate of 900 Ibs/ac. 509 ST LEVE 1.26 8 CL SS "B" R/P-RAP O w~
3. Seed in accordance with the following schedule and application rates• 0.63' a ~r a
ELEV. 690 40' OF 3 " R P i 6 C
QB.IE ~ PLAN NG Mar. Junel ................................Sericea Les edeza,,..,,,......,..50 Ibs ac. ' p / BASIN SIZE = 150 LONG X 4.5 DEEP
Mar. A r ........................<,.....,...ADD Tall Fescue OR..,......,....50 Ibs ac 60' WIDE 36~ BARREL 4X4' RISER USE ONE p / , 6 Gate Valve ANTI-SEEP
Mar. June .................................ADD Weeping Lovegrass..,...,5 !bs/ac. Cast In Place COLLAR C.M F/L TER FABRIC W
June Sept. 1 Tall Fescue AND.......,.............60 Ibs/ac. BDL T ON TYPE Brawn top Millet OR .............35 Ibs/ac.
Sorghum Sudan Hybrids.,....30 Ibs/ac. T1 T ['1 T! T1 A 1~ TT"'1 Tl A T1 T"i T T TT TTT C"'11'""'~ T1 T1 I"""~ T1 Tl1 R'T~ TT Tl A T~ T
Sept. Mar. 1 Sericea Lespedezo,...........,,..70 lbSIG c. 'c 111~ YUNIJ t5lAlf%_tr~rE I Y YE
(unhulled-unscori5ed)
Tall Fescue OR ......................150 lbs/ac. Millet OR Sudan .....................20 Ibs/ac
"TEMPORARY - RESEED September 1 at the recommended rates A
4. Mulch with 3 in, straw applied at the rate of 2 tons/acre and anchor with asphalt #4 @ 6" C,C, E,W, PRECAST CONCRETE ,wl A Cut Above The Rest
emulsion tack coat applied at the rate of 800 gallons/acre. SLAB Revisions:
=1 i ( W #4 R 6" D.C. E.W. D_ 3-13-07
, A J SM SM RREPARAncw NO &r& - CAREFULLY COMPACTED BACKFILL w, , ~ • ~ , "f : " t .r f t ~ }:.r: ry IK .4 . r •r~ r ' l :1; ~i 1 : .•r;': '.$',r+• r 4/ 7!. •'errr ''rv'r' "•,1•: r, •r f' frf r4' :Y, ,j a.
1. Surface water control measures to be installed according to plan. 95% STANDARD P ~ ROCT13R DENSITY ; ~ • . • • • • • .-C 7 +1(;° •it' ,•M" !;~•j.,',,t•• 4M'fr f';y,. •i.t r: ,t,i. 4••!. r, Ar, ..i;rt• .f~ ylrr'•1,•F. i 8 $N
2. Areas to be seeded shall be ripped and spread with available topsoil 3 Inches deep. ° U !Y
Total seed bed prepared depth shall be 4 inches to 6 Inches - Of deep. OPENING - r t° 11/2
3. Loose rocks roots and other obstructions shall be removed from the surface so that 29-1/16"
they will not interfere with establishment and maintenance of ve9etat/on. } 4 b COMPACTED GRANULAR MATERIAL w w MINI
1 L ~ , . v 4. If NO soil test is taken, fertilizer and lime to be provided according to the seeding > P. -j k as p (Ij Z ¢ ¢ H
specifications above. In addition, rovlde 650 Ib p s/ac. of super phosphate. veIzzzli ¢ A
_I _III II III- } > Z ®,4% ®C A R O
5. if a sail test is token, provide lime and fertIlrzer according to the soil test report and 35-5/1E submit report to the design engineer. CLASS B 35-5/16" A W 15' OR 18" QY Z C) 4~ - ~S / 0®®~
MIN, COMPACTED GRANULAR BEDDING MINI ¢ A DIAMETER A W E•'-+
6. Lime and fertilizer shall be applied uniformly and mixed with the sail durln9 seed bed Lawn FACTOR 1.9 preparation. Z !Y I-- Q d U ( MATERIAL USED FOR KEYWAY :EYWAY SEAL.
•rt~ r':M, ''.y jy' t• I•r~: m :j `",r, 'I i- VJ r.,:f::w ; } , ,r;. :p• r . CAN BE CONCRETE OR BRICK BRICK 23 30
44 MWND COWW FW AM= RM% AND 01HQP 6WADED ARIEilS 6 MIN. . ~1r ''V• •L~ 'r~• '•r. ~?'•N• `j•r r . .•I'r„•i;,'', r•, • t,~ ','ly ~•r•y yV r V MI t t °y t "I t! 11, , h rt '"r• , •4 .j ;'j ;.,,'',~,V,• •';ti .'•1 ~1. y'y., V r{• 15 rrr q~'jr r`r rr: .1, J, S.r"r~ fti :'~,}rI}j;;, r.e .N, d, t•r ~•.r, 7?r .,.d~.. ;R•~,' I tL A,~;. r.,~ ..r •p~•. r,~, `;,~,.,',Nr; ~ ~ h•I; ;jl "r,.„ ~i„°;,, ~»;;t}~r: ,r.• 4:,'i`7::,' ~ % %
i ~•N The angle for graded slopes and fills shall be no greater than the angle wh/ ch can be c13+PACTED BACEFIII ' • ~ c • J'. .'s:: •4 ''~r? '~'r':4 •tr :j'I~'" yV. :ti y :'dl. jn•f.rr ;;r r"• r.•..r / q': ' r}'• :4',q•V•';'1fy :j1: .11:•j r'~IIn "7•};•}n'ri?•i°•}•r•i•. t;•;qr '~•t, yr 'rII ~V~ Y E
retained be vegetative cover or other adequate erosion control devices or structures Also 95% STANDARD PROCTOR DENSITY whenever a land-disturbing activity is undertaken on a tract comprising more than one ()1 acre, 9 W
if more than one acre is uncovered, a ground cover sufficient to restrain erosion must be _ A 3000 PSI CONCRETE
planted or otherwise provided within thirty (15) working days on that portion of the tract upon FRONT VIE 2ONT VIEW SECTION SECTION A--A "
which further active construction is not being undertaken, provided that this section shall not ~=1 I f 11-111- T Iii I i I i I If- I = I j 1-11 = I apply to cleared land forming the basin of the reservoir to be inundated 8 8 Drawn By: CEM
os D Either brick masonry or Class - - - - )KNOTE{ or Class "A" concrete may be used to construct catch basins) Checked By: JHD
Seeding should be done in accordance with the specs for that season of the yearr. CLASS C Concrete walls are to be 6 ti :o be 6 thick & the Haar 6 of 3000 PSI concrete) 24-Y R,C,P, AND UP VARIES ~ Z
Additional erosion control measures may be required depending on the actual field SHAPED BOTTOM Brick walls are to be 8" thick USE PIPE DIAMETER Cu 8r thick & the floor 6r of 3000 PSI concrete) PLUS 10" NOTE: TO BE USED ONLY FOR Scale: NONE
conditions the following schedule and application rate. LOAD FACTOR Ls Steps required where depth e> depth exceeds 4'-0r, PIPES 36" OR LESS IN DIAMETER Date: 1-2-07
PIPE BEDDING DETAIL
OPEN THROAT CATCH FLA"X"%-'Uv.,D END SECTION AND
BASIN D-r" JAIL KEYWAY DETAIL File # 06--0614
SHEET NO.4
-

' ~ ti r / r
i / i ~ , ~ ,ter
~ 6' ~ 2~, 1L , ' ~ ~~)IMENT~BASIN , 2p, ~ i ~ ~
~ / ~ / F~
/ ~ - ~ 1.~~~'A 150'LX6,((~WX4.9D ' ~TC~°~i? ~ l l~' ~A`' / / . /
w ~ ~~-~5~,,2.~' ' ~ 36" BARREL, 4'X/~ CONC~TE ~d~ `q~S'tS',2~~ ~'O?, , / ~i ~ f,
: B~, ~C~~; BOXrRISER ~ ~ ~ ~ ~G8929g , koA ~~1 ~,T
i, ~ , ~ ~
ti, ~ ~ 5
r ~ ~ ~
. tli ~ ~ ~ . ~ ~ ~
d ~ , ' 1692 ~ r 9 `r'~r 9 ~ ~ A
~ . p ~ ~
~4 ~ r ,1 A~O 69 / i k ` ~ ~ o~ a N
~ / ` II M ~ T /'1 N
~ ~ ~ ~ i ~ 1 ~ 4 'r, V, ~`1 © U w O z
~ t ~ /
~C ,.J 0 .i.., • l1 ~ l H © p H
~r ~ l
r ~ Gy f„r^ f ~ /
1 p ~ ~ S l+g~.50 ~ b 2X2`9. 4q' " i ,r U
~ F ~ , . ~ , ~o
~ ~ ~ a°o r r ~ ~ ~ p 12.E ,_.~C'I~~SS ~ ~ II r ~ i V ~ ,r-- cl, ~ ~ ~ c~~
ROP. ~A V r 1 H ~
- ~ ~ ~ , ~ CRO ~G x 690 - - - ~ ~~i / .rr / b~ ~ ~ ~ ~ ~ , ~ ,r s, h r r^"'
r~ ~ NOTE: .
- X o - _ ~ ---,EACH T IS TO BE MULCHED WITH PINE BARK MULCH 4 THI ~ f ~ v} ~,,yT .w,. °w` it 'LCH 4" THICK
_ A~~C& ~ .-r _ . _ - 692.. r ~ ~ X 24 RADIUS AROUND THE TRUNK. ALL OTHER AREAS ARE 'I r'rr O :BAS ARE TO BE W
. / CP STABILIZED WITH A 50 /o MIX OF CHEWING RED FESCUE AND 1E AND ~J
A ,s, - - - _ _ _ - _ - ~ CREEPIN y 1 ~ t• G RED FESCUE AT A RATE OF 104 LBS/ACRE AND MULCT ~ 6 r „ ~ ~ ~ AND TACKED IN ACCORDANCE WITH THE SEEDIN ND MULCHED
.r' ~ \ 1 1 h9 _ - _ ~96~ ~ G SPECIFICATI ~ . ~ . t 'ECIFICATIONS.
,m' I x ~ ~ 7~~ ~ ~ -w SYM COMMON NAME BOTANICAL NA ~ ~ ~ , ~ ME QUANTITY SIZE SPACING ROOT NOTE r' ~ ROOT NOTE
~ THE S / \ --y--~ I
- ~ l \ ~ ~ ~ ~ " ~ FLOWERING CORNUS 7 7' HT. AS SHOWN B&B MULTI B&B MULTI--
~ a0GW00D FLORIDA ~ ? STEMI ~ ~ STEMMED h
3 260/ 1 3 @ ~ 69 ~j _ ~ ~ -l - C~ N 3 MII t ,,p'` NORTHERN RED QUERCUS 6 10 HT. AS SWOWN B&B MIN. ' (3 MIN.) M~1
1 «f ` ~ ~ OAK RUBRA CALIP B&B MIN. 2' CALIPER
~
~ ~ ` ~ /
" ~ RED MAPLE ACER RUBRUM 3 10 HT. A ' ~ / S SHOWN B&B MIN. , B&B MIN. 2
" ~ ~ CALIP ~ ~ \ ~ CALIPER
\ 1
- - s~ . , ~ - ~ v., ~ '1 ~ RIVER BIRCH BETULA NIGRA 3 10' WT, AS SWOWN B&B MIN. ; ~ ~ ~ ~ ~ ~ CALIP B&B MIN. 2' V ° 0 CALIPER
r 1'`~ . ~ ~ , SHURBS & U DERSTOR
\ ~ E W Cj ~ .
try ~ " _ - ~ l0 ~ ` WAXMYRTLE MYRICA CERIFERA 10 5 GAL AS SHOWN CONT. 18 H AP~II~ S ALE CONT. 18" HT. W cop
i~ \ V ~4 ~ ` 1 » CONT. 18" HT. ~
~..y r'2o ~`'~•w ~o o ao 1 ao SWEET FERN COMPTONIA 20 3 GAL AS SHOWN CONT. 18 H ' ~ ° PEREGRINA r
J ~ ' ~ ~
~ ` 50URWOOD OXYDENDRUM " 4 5 GAL AS SHOWN CONT. 1$ H ~ ~ 1~ 1 L.,......... ti~ IN FEET ~ ! ~ ARBOREUM CONT. 1800 HT. a
~ ( ~ 1 nc~ l
t n ~ j EASTERN REDBU CERCI5 5 5 GAL AS SHOWN CONT. 18 H H®T ~ MH CONT. 18" HT H
~ ~ ~ t. ~ ; ~ CANADENSIS ~ w ~
~ X - ~ ~ Vey
U ' I tla
_.w _ _ _ ~ ~ _ ..fl. • ~ f
- - - -.i_... - - - - ..._.w. ~.w .._......~_..~...w..__ _ 1 _.a ~ .w _ . .__w_............. _ww.~, .w,. w
_ ..,_M_ _~M~ _ _ ~ v
w.. ..w . ....f..,.„ W... ~Cp bA
- - - ~ + - _ _ - - - - _ ~ - - - - - I S I ~ ~ I C~
7~~ E i € ,,.1. WNN'~
O ~ r ~ f - - - - -f---- - - ' ~ ~ ° f._
~ ~
x ~ ~ ~ `~C7 Q i
M W_ _ .C.,?... _ _w. w ~ _ w _ _ _ . _ W.. _ ._.f~~_ ~ _ _ _ ,...i... W
_ _ ~ .o. _W. _ ~W
685 A
~ I ~
~ E
, . _...............».......,v..,..........,....W..~.,.~......~.~ f
v..... t
E
695x W
- _ _N._..__ -gar -I-- S ~B
- - p- P ~ - - - - - - w~ - - - i ]AA ~ 7C
1
35 a ~ 7 3 Z-J M-7 -680 A Cut Abe The Rest
UT AIMTOR-- C) RA
Revisions:
[ti •~•ai 't Q 3-13-07
' L l
yo,
T_ T-1 690 °
AY
N
CARO
®®®o~~ FEssio 675 ~VO
0 SEAL 0 am 23530
f r y 1 III ~ _ ® ® Q
685 ~
1 i_ a ~ H Ire Drawn By: JH
An. Checked By: KBF
0~ 00 00 00 00 00 00 00 00 00 00 00 on 110 00 OC
Scale: 1 "=20'
Date: 1-2-07
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 File # 06-0614
SHEET NO. 3
- - - - - - -

~ •
r~
C
SQ,~ C ~ i "~'s,, 0 1
Co '~t r j s ~
. S~ H ~ ~ ~T 4,F ~s ~ ~ O
a ~ `9w 99 i ( f N
r ~~i r r! I 1 0 M ~ T /rQ ~ N V1 ^ ~ ~ U
mww ~ rn z
j
i ~ . ~
d _ A 0 ~ T_ 1,
rt l J ~ 1 f/ i~ O
r• 1 ~p r ~ ~7~fi~.... ~ 11 r w ,,r ,.w :i O ~
S ~
0 ~~P, ~ ~ ~ ~ ~ J .r' ~'4' ' / , ~ .
~ ~ l ~ 1 ,r' k~ nb ~ ~ ~
~ r
~ ~

?r ~ ~ ' / / ~
.,,ti
~ jj / 1 ~ ~ lFnYw. of
D / 1 ,
A l ft f~
7 .r ,r., ,..4 r~ f
,,pip f . y r I' ? J / , ~ ti
~Rq P, g~~ ~ M °f ~ / / e I
EX ~'ING TREE LINE / ,,h o / . ~ cr ~0
lY W, n .r .r p ! F P' / r r.
_7 .Y r r' ~ ~ / ~ ~.r.,
ti n"`y y ti ~ i ~ W
C*40a Cr
~ / w,, `'may*,~ f
~ ~ / r , r r^,,. ~~.~?l
I _ ~ ti,
~ ~7?'~fj / / % / `ti
r ~ p , ~ / / d `ti ~'~.1
t, ~ •J ~y w~0
~ r ~ ~;f ~ I
~
1 w.,. ~ ? / r `ti. ~11Ga .
r { ~ ti ti r r ~ ~ r w. ~ w.. r' ~ / ~ A.J
r ,r ~ r , ~ ~ I f ~ ~ t i aw ~
r ~ ' "0
,,r ,J ~ ~ 1.~
~ 1 ~ ~ ~ ) \
f i i °"g+ ~ ti" X74 \ C f f ~M ~ G , t h LI
1 r M ~ t ~ w,. , MITg 1a
~~~~v"~ 1 ~ 702 ~ a 8
i F ~~l ~1ti" j
r 1 t t f frn t mar. "mm ~+wr ae«. ~aa» O
~1f . ~ Ioo ~ ^ orb af[. a ~Ma* xwevf a1
{ I ~)1~ , w
w, ! a % rr ` ~ ,yV a /
I 1 ~ ~ ~ , ..a 0` / / , 8 , r' J 0 ~ t~ •~a'aA
III ~ ?~a ~ M~. ~ I I 0~ i' ~ Z SIN #1
~ ~ I 1 9s 150 L X 6a~ W X 4. ~ ~ ',h. / SAD ~ 2 , ~ ~ X~' CONCR'~ ~9 ~ a W
•~'T BOX TE ~ o ~ ~ , 4 • 1 , f ,k[SER ~ ~ 3 d 9 ~ , ~ Q
~ ~.,,._ti,,, r~~, 68.9, ~T d ~ ~ 9 A ! ~ tYa
. ~ O a zs
~ I ~ ~ 1 $ ~a A ~ 4. ~'l Q f a
r ? r 9 S' . ~ 57 `r b ~ N p S ~ ~ ~ ~f a ~ W
N 0
1 ~ ~ ~ ~ ~ ~ ~ i ! ~ . d ~ ~
1 ~ ~ ~ t ~ 1 / f i ! , w ~ S 3~3~ ~ I W
1 ~ - ,~r r .1.~ .so l,. ~ ~ A. 1+ . 87.SO OA, ~ / cr A~ ~2,~ ~~;lh ~ ROP. L ~ LOO i / 1
~ ~ ~ i ~ \ ~ I 1 ~ E o ~t C G ~'R`pS~ b o S VAN ~ ~ ~ RO V,q~r E C' ' ~ fi x~ VA~y~ 690 Tl ~ ` w.~
l I ! I ~ ~ G9~, .Q~ 1 f t ~ /
~ ~ _ ~ t ( J ! r ~ t ? ~ = mac- . 1 r
t / ~ 1 ~ 0 ~ j 1 ~ 69 ~ ~ ,1,.....~`
O Y r,j 'T99 @ 3 z6° 4' 70 V
ell f r r _ _ w' / J f I A Cut Above The Rest
-cz ' 57 p r
Revisions:
101
1. ..max`' 3-13-07
00 j U lr ««w,,, 00
ib" I c ~ ,IAIP d;
<Z~ 0 ro Doe ~
C) ss 9
SEAL 23530
{ !
,fir /r-~~!t>Y \ "b t j i
woo, i J
- CLEAR
IN~ ~ Drawn By: CEM
GRAPHIC SCALE Checked By: JHD
40 0 20 40 80 1E 160
Seale: 1" = 40'
2 G 2 6s ~ Date: 1-2-07
o l ( IN EET )
d ~ C 1 inch = 0 ft. File # 46-4614
SHEET NO.2
-

t a ~
g, a 3
rQ C'Y
`Y 'Y~'o~ ~r o~,
to ~ ~G ~1P
ti4 ~9 J~HNFRASUREL N
~tiP
N ~C ~~a 0 a~
~P?" ~ .~o
~ll
SITE ~
?a,
• w N
COR LAKE RD M ~ O N
t1 N 4~' y a ro - U
QO G`~ d H
v~ 'F W
NO SCALE
~
/ r~ ~ s' ~ A'SCOa / / / / r / ~ q~D~
~ i~ qy ~ f H
q C / / ~ t f i b ~~i1
e ~ , ~ 1 't } ~ ' ti~
~ r ~ r f I ,
~ l ~ ` ..r f' ~ 935.17' i ~ ~ ~~...._..r..--- ~ I I i
M_ r° i :i , • l ~ ~
120p Jr ~ ,r er" / N 62°34'04 E ~ ~ ~ ~ t { a
D ~ ~ `,ti 1?,A r,. i i~ ~
~ / ,r 'o j ~U ~L1 t ~ ~
~ / i .r / / ..M. ~ . ~ 1~ , I
/ _ 1 i I . , i , ;
r / i ~M ~ , ; ~ ~
i / ~ / ~ w.. m_ t ~ ~ i , ~ ! gg (410)
~ ~ ~ 1 i j / ~ d' 2 3 , W ~
i I ~ i ~ ( ~ ! \ ~ ri w"' ' " mews ,+m„ ~ i , ate, i ~ ~ ~ ~
kq ~ ~ t f ~r \ gym,
2 DAIS Cpx l ,te8 ~ \ \ _ r,... / ~ 4 w gy 6 ~ 8 ~ ~a W
.....w ,w
f I
• , , . ~ r g r 8
~ EXISTING STREET R/W FRAME & GRA TE CATCH BASIN
I , ~ ~ ~ I ~ ~ PROPOSED STREET R/W OPEN THROAT CATCH BASIN IASIN W h~ ® W )IN WAH
~ 1 3 ~ ~ _ ; EDGE OF PAVEMENT ~ JUNC]lON BOX
i \ y` ~ ~ ti ~ - - EDGE OF DIRT/GRAVEL ROAD ® ELECTRICAL TRANSFORMER ; ~ J 1 ? F..~ a
~ ~ } 20 s0g o ~qR4 ~ ~ ~ 4' ~ 1 ~ ~ ~ ~ '~'Epk~ 1 ,r 1 ~ 1 0 SURVEYED PROPERTY LINE ~7 EXISTING STORM DRAINAGE MANHOLE \ N ~ ! - U H _ o UNS RVEYE'D PROPERTY LINE ~ S RUB F MANHOLE A
} ~ 1 ~ ~ ~ ~ 0 0 ~ , ! FENCE -0 POWER POLE W
! 5 S r'' t t ~ i '1 , 1 ~ i i ~ ~ ~ ~ l " ~ ~ \ ~ • ~ CENTERLINE OF CREEK 0 EXISTING IRON PIN ~ i
q p ) l ~ ! r EXlS17NG STORM DRAIN ~ STREET LIGHT ~ , ; , / . PROPOSED STORM ORA N (LABELED) TREE
~ \ N k ~ l i ~ ~ ~ Nr I i. y ~ _w I l ~ ~ -II- ~~y W.,• ~ ~ ~ TELEPHONE LINE SIGN H ~
t ~ , ~ qY 1 ~ 1 ! p ~ !6, f $ q9 I E 3 ~ 1 ~ 416 wq y~6 ` I # GAS LINE Q EXISTING SANITARY SEWER MANHOLE q16 Cq y Z ).1 RAgp ~ ~ ? MANHOLE 0
i ~ 1 ti 9 ~ i I ` ZpM aM °zs Nt R lNE PRO O5E SA / A snR. t~ f,, t ~ EXISTING WA TE L © P D N TARY SEWER M NHOLE q < ER MANHOLE
i ~ ~ ~ d l ~ ~ ~ I ~ ~ ~ ~ i ~ ~ f,. E ~ ? ~ R LINE WELL ~ PROPOSED WATE ~ } ~ ~ ~ ~ , - ~ i ~ EXISTING SANITARY SEWER LINE ~ CA TV PEDESTAL Q
~ i ~ r ~A ado i , > > ! I ~ ~ i PROPOSED SANITARY SEWER LINE (LABELED) ® EXISTING ELECTRICAL MANHOLE ~ , i v (HOLE
~ 1 \ \ \ \ ~ ~ ' EXISTING CURB & GUTTER ® GAS TEST STATION ~ I~ {
j ~ \ \ 1, • ~ ti~ of ~ ~ ~ ~ ~ ~ ' ! ~ ~ PROPOSED CURB & GUTTER ~ CONCRETE MONUMENT ( ~ ~ 1, ~ ~ ~ ~ EXISTING DRAINAGE & UTILITY EASEMENT © MAILBOX
~ ~ / ~ ~ i I ~ PROPOSED PERMANENT DRAINAGE & ~ R/W MARKER ' I ~ C) oc
\ 1 ~ ` UT/UTY EASEMENT ~ TELEPHONE PEDESTAL ~ ~ {
2s4 RES ~ 1 f / ( 88 stfi c / ~ t I ~ I ~ EXISTING SANITARY SEWER EASEMENT ~ EXISTNG TELEPHONE MANHOLE ~ ~ ! PROPOSED PERMANENT SANITARY SEWER -t~- EXISTING FIRE HYDRANT HOLE C ` N N y GT sy
,r / 1 q 1 ( ~ / 1 , t ~ I ~ ~ ~ E ~ , ~ w4 4~ ~ EASEMENT D4 EXISTING WATER VALVE
~ ~ i i ~ ~ ( DUKE POWER OR AT&T R/W ® WATER METER i ~P ~ ~ ~ 1
~ / i ~ ~ I ! ! ! ~ ~ ~ ~ ~ - ~ - - PROPOSED TEMPORARY SLOPE & ! ! ~
~ ~ I .r g 293.83' , ~ ! , _ r / , ,f i CONS7XUCTION EASEMENT " ~ / , x x PROPOSED SIL T FENCE
~ ~ / r ~ j ~ PROPOSED INLET PROTEC710N i ~
PROP. BERM ,.r / t / / / / l 1 ~ rr ~ ~ ~ - Ada ~ ,P
f / l / ~ \ i / ~ f ~ r l~ Y / ~ ~ aAP6 ~
t ~ ? ~ r ~ I f ~ i r { o
t ~x`~ ~ r f ' . J / ~ $qg tl a Y -
f .f
. ,...w r f l ~ ~ l ;J n ~ ~ r
~ / , ~ 3 / ~ / / ~ ~ W
j r \ ! ,r ~ ~ , - ~ qw / ~ ~ ~
I ~ ~ O wd f l ORPP,~ O k k9 ' ! d' ffi q a r ~
wwra / A ~'9,y~ D op / n q ~ I epwa aa+ ,{p '~7~'`"$ p pp3 , AOp C~ I ~ ~ ~ i ~ vase aawe ww ase+ ~ ~ ~ f `~9s~ '~Y~.9 ~ nfalfi(]G cn „b ,i ~®a. \ ~ ~ ~ . / / r ~ ~ I
~ 1 { ~ ~ io5S0AN ~ *'Jrr ~ ~ ~
v j ~ p k a 4y~~ n t ~ ( .wr µ µ : t ~ / '°C ~ ~ ~ l 1 r ~
E p2xZ O ~ / PRpP ~ r 1 ~ i r ~'~s s .1+s3so g~ ti ~ ~ ~ ~ ~r if
l CROSS VA ~ 9 ~C' ~ ~ r • 3 i ~ , ~ ! / ~ A Cut Above The Rest
d I B ,i /fA.1+12.5 \ f I $ .11X3 ~ } ~ pq i 1, PROP V ~ . ~ ~ , ~
i ~f ! ~ / ~ .i Revisions:
s / / 3-13-07
i / ~ ~ ~ ( r' F / / ~ ~ /
i ~ ~ ~ ~yf~ar 1Q `ti ~ r' ~ ~ r 1 / l ~ ~ i t
~ r,„,..~ O ~ t f,,. J,. ,r ~ ~ i % t ~ i i , / ~ ~ 1 F
/ / ~ ~ s /
! ~ 4 ~ I ~ ~ 1 ~ I N , ~ ! 1 ~ ~ ~ / o y 10
~ ~ ti ` i f %
~ ' i p 1 N ~ f 1 1 f ~ l I ~ 6 i $0 4 ~ } / sap,~n ! ~
~ ~ ~ _ r 1 l ~ ~ w ti , a i
~ i ,r ~ .i / / _ 1 ~ i `.s S
~ / 1 / ~ Q0 a SEAL
~ f ) / ~ / ~ / / .r i ~ / .s ~ ~ ~ / i ®Q 23530
, ~ ~ ~ \ ,r r / ,r ,r / 1 i ~ /
_ 5 / s ' 1 ~ r` ~ ' i E
i ~ ~ f f Y
~ ~ ~ GRIST] G TREE LJNE ~ / ~ I / ~ ~ ~ ~ A f / j ? ( r ~ ~ 1
i s N ~ - t , "wK ,p ° ~ ZpA,nO'6SOBgkG ,r f r ~ - ~ 1 r I
f ~ ~ ~ / A / f 'E ~ ~ ~ ~ ~ ' ALE A~ Drawn By: CEM
~ 300.38' ~ / 561°18'02"W ~ ~ ~ Checked By: JHD
/ y ~ { / r 80 40 ~0 / 160 1 320 • • r n rma ~ n rove e u ve a o By:
~ ` ~A ~ ~
2~ 58,E 9~~ / s ~ kPPING Scale: V= 80'
~ (zr~ FEET) t
' ~ ~ , 1 ~ f ~ ~ l , ~ 'r ~ ~ ~ Date: 1-2-07
~ k r,, 1 ~ ~ ~ ~ i ~ ~ ~ ~ File # 06-0614
f .y ' ~ ! i ~
SHEET NO. 1
_ _