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LITTLE SUGAR CREEK -KINGS DRIVE
STREAM ENHANCEMENT PLAN
'~- - -~-- PROPOSEDTHALWEGAUGNMENT
" - " - " - PROPOSED TOP OFBANKIBANKFULL
^ o o ^ PROPOSED SILT FENCE FOR
STREAM ENHANCEMENT WORK
630 PROPOSED CONTOUR (I' INTERVAL)
Xfi50.0 PROPOSED GRADING SPOTELEYATIONS
EXISTING UTILITY POLE TO
UP BE RELOCATED BY OTHERS
- - - -626- - - - - EXISTING CONTOUR (?' INTERVAL)

PROPOSED GREENWAY
GRADING AND SffEWORK
D ~~~ad~ a
FEB 12 2008
~1D~ ~aa
CS.I S.I S.I I 3 4 x amen cB00nuB9carai
5.1 CS.I me n~ um
NOTES:
I. TOPOGRAPHYSHOWN152002DIGITALTOPOGRAPHY(2'
I
® PROPOSED COVER LOG D
PROPOSED BOULDER
0 D CLUSTER 2
5
1 CONTOURS) FROM MECKIFNBURG COUNTY. EXISTING PLAN GRADES
CO NOT REFLECF ASPHALT PARKING LOT, CONCRETE CULVHLT AND
S.I . PROPOSED)-HOOK VANE CAP REMOVAL UNDER SEPARATE CONTRACT. ASPHALT PARKING LOT
AND STREAM CULVERT AND CAP HAVE BEEN REMOVED AND STREAM
SIDE SLOPES PULLED BACK AT A 2:1 SLOPE TO MEET EXLSFING GRADE
2 4 THE CONTRACTO0.15 RESPONSIBLE FOR VBRING THE SITE TO
~ i CS.I S.I DETERMINE THE EXISi1NG CONDITIONS FOR TWS CONTRACT.
- - - ~ 2. REFER TO GREENWAY PLAN SHEETS FOR WORK EAST OF STREAM.
TEMPORARY STREAM CROSSING ~ 3. IXISTING CULVERTS HAVE BEEN DEMOUSEHD PER DEMO PLAN AND
- - - , 5.1 BANKS LAID BACK AT 2:1 SLOPE STREAM CHANNEL GRADING TO
~ ~ Q PROPOSED ROCK VANE START FROM IXISTING CONDITIONS AND21 SLOPES
J
J ~. PROPOSED GRADING SHOWN AS I' CONTOURS PROPOSED

2 4
dfC(
J GRADING IN STREAM NOT SHOWN BELOW TOP OF BANK REFER TO

CRO55-SECTION SHEETS FOR DETAILED GRADING INFORMATION.
5.1 5.1 5. EXISTING TREES TO BE REMOVED ARE SHOWN ON DEMOLITION
PLAN SHEETS
6. MATERIALS SHOULD NOT BE 57OCKPILED INSIDE THE COMMUNffY
ENCROACHMENT FLOODWAY UNE REFER TO MECKLENBURG
COUNTY FLOODPLAIN ORDINANCE
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DESIGNED BW. EGR
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STA
2+00
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_ I END P OJECT
d
STA = 74+ 0
(~ PVI E = 6151
f z
I
c, ~
PVISTA = 7450 I z PVI A = 81+
EL = 61551 O o RVI
> I E EV = 616 19
_
P
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= 80+4p 6.62

z PVI EL = 615.69
L 00+25 (STING
P
I STA = 73 30
PNI LEV = 61 .49
D

(STA = 3+10 0 -
I ELEV = 15.00 I 8 ` _
75 I I /o .
~
_ +
(
I I -- _ _
STA = 2+SO ~
I ELEV = 15.00 I O +
I
~ _ + ~
I STA = +30 _
ELEV = 18.74 ~
I
L .
I C aE
I ~ i I STA = 9+00
~ I ^) +
°o ___
~ I ELEV = 16.80
$ I I STA = 8+90
25 -
~ i I 1 ELEV = 15.00 I
L1 O I Z ( ' _
3)n I
i I STA = 78+60
+ I I ELEV = I SfiA = 8+50
~ I I ELEV = 16.80
/
IN
_ I '.
(STA 78+00
V
* 8 ELEV 617.16 ~
2
S
pyl = 70+
I E = 616.

IN /
~ I
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I ~ o I

c~ ~ n Pw sTA n+3o
~ I C _
" ~ PVI ELEV 617.31
I m
'~ I v
/ ~ ~
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8 ~_ +

FNISTA 69+90
I ELEV 619.38
/ I
+ I /

~ PVI STA = 7 +40 /
I I I ELEV = 61 SS
0
N I

Z + I - _ +
_

N
~
I v
~
/
S ,.
STA = 69+00
25 = 619.53 I ~ I•

I
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DALE: SEPT. 8, 2D07
DESIGNED BV: EGR
DR~MN BY: JDG
CHECKED BY: ECR
O.C. 8Y: SDW REYISIONt
M~~I Cnm~ly
LITTLE SUGAR CREEK GREENWAY ®S-rv "~
Pae3: ~ ReCtPafiDrt
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PRDJECT ~:100BmR I°D"••
MECKLENBURG COUNTY PARK AND RECREATION ® a .P T'pp
~~~ ~ oa
mNC
w
w<=cwHm
NC mm
SHEET /:
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STREAM ENHANCEMENT PROFILE tee, ~GAVELENGINEERING,PA v"c'~cSS' ~~,,, _ ~ ~
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P P P P PN
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ELEV = 17.00 I
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BE IN ROJECT

m=
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$ I~VI 5 = 67+
FIVI EL = 619.
_ +
I
PVI A = 67+ p
E EV = 616 19
_ +

+ ~
g
I A = 66+ 0

_
i PiJI
II = 620 IB
I

+
-

PV A = 66+ 0
PVI EV = 620 I B
~ O
v
I~ I

--- PVI STA = +60
PVI ELEV =
i .54
t ~
/ D
g o
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my ~ I

~.~ ~~
I

I srA = +40

i I ELEV = 20.85
_ +

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ELEV = 20.85
__
I
f •
i

PVISTA 63+00
I P VI EIEV 621.31

a
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+
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DALE: SEPT. B, 2007
DESIGNED BY: ECR
ORANN Br: JOG
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LITTLE SUGAR CREEK GREENWAY

SINCE
KINGS DRIVE SE

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STREAM ENHANCEMENT PROFILE 18e~
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DATE: SEPT. 6, 2007 REV19oNL
DEACNED BY: ECR
DflAWN BV: JOG
CHECKED BY: EGA
O.C. BY: SDW
SCALE: AS SHOWN
PROJECT A:1005018
1003326
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DESIGNED BY: EGR
DATE: sEPr. e, zDD' AEV61DN4 LITTLE SUGAR CREEK GREENWAY ~''~~"~ ~ ~ '":"No
DRAWN BY: JDD ry q
CHECKED BY: EGR ® l'T~ T p,k~ ~,.,~,~ y,~ T
O.C. BY: SOW J 1 ~/ ~ ""' 1J
scAtF: KINGS DRIVE SECTION ~N~ ~
PRDJECT /:7006016 ® ~ ~'~~ w g~ ~ v./ ~
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DALE: SEPT. 8, 2007 BEV19DN4
DESIGNED BW ECH
CXECNED BY: ECfl
°•°• BY: soW LITTLE SUGAR CREEK GREENWAY

N ~NGE
KINGS DRIVE SECTI ®STV

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STREAM ENHANCEMENT DETAILS ,BB, ,
nn+u.~«.A'.'k
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I E STAKING
TOP OF C5'I
BANK
~3' BETWEEN STAKE
a TOE OF BANK
~r i"~ i
~ ~r
CROSS~SECnON VIEW TOP OF
TOP OF 3 BANK
BANK
3' ~ C o ~ 'D r STAKES SHALL BE
3--C c a C G C o PLANTED RLOM TOP OF
0 N 0 _ p ) RAMC TO TOE OF BANK
~ ~ ~ ~ ~
TOE OF BANK [ ~
PLAN VIEW
BUDS FACING
UPWARD~r
UVE CUTTING 1 ~ 2'T03'
MINIMUM IR'DIA~I ~IENGFFI
ANGLE CUT 30 ~ j~I/
TO 45 DEGREES
- - - - - UVE STAKE DETAIL
NOTES
I. STAKES SHALL BE M AND INSTALLED ON THE SAME DAY.
2 STAKES THAT HAVE BEEN SPLR SHALL BE REJECFED AND NOT USED FOR CONSTRUCTION.
3. STAKES SHALL BE INSTALLED WRH BUDS POINTING UPWARD.
4. S TAKE SHALL eE INSTALLED PE0.PENDICULAR TO 6ANK
5. STAKES SHALL BE 12 TO 21NCHES IN DIAMETER AND 2 TO 3 FT LONG,
d. STAKES SHALL BE INSTALLED WITH Ifs OF STAKE REMAINING ABOVE GROUND.
7. 80%OF STAKE SHALL BE BELOW GROUND.
FLOW 3 TEMPORARY ROCK CHECK DAMS
n ~- #STSTONE 5.14
SPILLWAY CREST 31~
# ST STONE
(E' THICK)
CLASS I RIPRAP
a FLOW
0 a
J O
~- 10'-~
SECTION BA
/ WORK AREA
0~
Q'
PLAN VIEW
5 TEMPORARYSTREAM CROSSING
5.14
PRAP C1A55 A I B MDC
BERM BERM it
I 2
/_'~ 2
~~ ;
12' MIN
HLTER FABRIC FOR
DRAINAGE UNIDER RIPRAP
PROFILE VIEW
INSTALL AND MAINTAI
THREE CHKK DAMS
DOWNISTRFAM OF
PROJECT
2D' TO
A
t7
Y ~
7
,,
2 JHOOKVANElROCKVANE
C5.1 ~
ROW HOOK ROCKS TO BE INETALLED ON
JHOOK VARIES ONLY. LEAVE I'•2'GAPS
BETWEEN H~K ROCKS. TOP OF HOOK
ROCKS SHWID BE 3' A80VE BASEFLOW
ELEVATION
~ POINT
3H
BAHBOULL
ELEVATION POINT STAGE ~
NO GAPS
BETWEEN
~ ~ BOUDERS
SBEAMBFD ELEYAnO ~.
BACICFlLL (ONSRE ALLUVIUM
OR N0.575TONE)
uOUR CLASSASTONE -
POOL
CIAA I STONE
/ j
r i
<~ uoLaL Pool (ExuvATFD)
1 PER DIRECTION OF ENGINEER
RAN VIEW
NOTES TOR ALL VANE STRUCTURES:
I I, 80ULDERS MUST BEAT LEAST 4'x 3'z 1'. -
2 INSTALL FIL i E'R FABRIC FOR'DRAINAGE BEGINNING AT THE MIDDLE OF THE
HEADER ROCKS AND EXTEND DOWNWARD TO THE DEPTH OF THEBO7TOM
FOOTER ROCK AND THEN UPSTRFhM TO A MINIMUM OFTEN FEET.
3. DIG ATRENCH BELOW THE BED FOR FOOTER ROCKS AND MACE RLL ON
UPSTREAM SIDE OF VANE ARM, BETWEEN THEARM AND STREAMBANK
4. STARTAT BAMKAND PLACE FOOTER ROCKS RRST ANDTHEN HE40ER (fOP)ROCK
5. CONTIMIE WRH STRUCTURE, FOILOWINGANGLE AND SLOPE SPECIRCATK)NS.
6. AN EXTRA BOULDER CAN BE PLACED IN SCOUR POOL FOR HABRAT WPROVEMENT.
7. USE CVSS I STONE TO RLl GAPS ON UPSTREAM SIDE OF BOULDERS, AND
0. CAFT~ER ALL ETON HAS BEEN PUCED,RLL IN THE UPSTA~EAMSDE OFTEE
STRUCTUREWRH ONSRE ALLUVIUM TO THE ELEYAnON OFTHE TOP OFTHE
HEADER ROCK
~ 4 TUBUNG AND CONTAINER PLANTING
5.14
I
- - - - - - -{
PLANTINGS (fYP)
TOP OF
FLOW{i
NJ
HEADER ROCK
3.75'
7S%S~~ _
~~_ ~I
`-FOOTER ROCK
PROFILE VIEW
CLASS A STONE
ONSITE CHANNEL
NAIERNL
FILTER FABRIC -
I' F~
HEADER
i
~~~ FOOTER
ROCK
-GEAR I STONE
Hr- 6' MINMUM-~I
SECTION A • A
NOTES
I. SHRUBS AND TREES SHALL BE PLANTED AT LOUnONS
AS EHOWN ONTHEPUNS
2 SPACE SHALL BE ALLOWED BETWEEN FLANTINGS,
DEPENDING ON S~ OF RANTS, AS DETAILED ON RANTING PLANS
1. COMPACTED SOKSHAII BE LOOSENED PRIOR TO PWNTiNG.
4 PLANK SHALL BE PLACED IN HOLE DEBAND WIDE ENOUGH TO
ALLOW THE ROOTSTO SPREAD OUTAND DOWN WTMOUf }ROOTING.
5. ROOTS SHALL BE KEPI MOL17 BYMEANS OF WEF CANVAS, BURLAP,
ORSTRAW WHILE DBTIOBUTING OR WAKING TO PLANT.
6. RANTS SHALL BE HEELE6IN TO MOBTSOIL OR $AW WS71F NOT

13 ~~, ! ~ ,sqe ` PROMPRY PUNTID UPON ARIWALAT PROJECT STFE
S. ~ vSVV~W/~-
P, ~`~ ~
~~ I
2
CROSSSECTION VIEW
~TORM WATER OUTLET PROTECTIONWATER OUTLET PROTECTION
5.14
PLAN VIEW
I ,
RiuL
ID L W T STONE
DOSTING 4' 20 L0 IS CIASSARNER COBBLE
EXISTING I2' b.0 3.0 IS CIASSARNBt COBBLE
EXISTWG IB" 6.0 45 IS CLASSARNDi COBBLE
EXISTWG 21' 10.0 6.0 LO CLASSBRIYER COBBLE
EXISnNG 36' 120 9.0 LO CLASS B 0.NER COBBLE
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8I+25 DOUBLE WING 816.26
7g+25 J•HOOK 816.62
78+SO CONSTRUCTED RIFFLE 816.80
78+00 CONSTRUCTED RIFFLE 617.16
76+IS CROSS VANE 61756
75+SS CONSTRUCTED RIFFLE 618.01
74+35 1•HOOK 818.15
72+30 CROSS VANE 818.74
71+65 CONSTRUCTED RIFFLE 819.18
STATION STRUCTURE ELEVATION
70+SS ROCK VANE 618.40
69+00 CROSS VANE 61953
68+6p CONSTRUCTED RIFFLE 619.82
67+00 J•HOOK 620.11
66+10 J-HOOK 620.18
61+IS CROSS VANE 621.41
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