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`~~LL J.1 11 11 JS ~ TABLE OF CONTENTS ~~~~~9 ~~~~~~~9 V it
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PAGE 01 - COVER SHEET
~~~r
PAGE 02 - SUBDIVISION AND UTILITY LAYOUT N
PAGE 03 - EROSION CONTROL AND GRADING
PAGE 04 - PLAN AND PROFILE WINDING WOOD DRIVE
PAGE 05 - PLAN AND PROFILE MOSS CREEK DRIVE EAST / T
PAGE 06 - PLAN AND PROFILE OUTFACE "C" & ALLEY 66- PAGE 07 - PLAN AND PROFILE ALLEY 63-65 AND 42-45
E
~5
PAGE 08 - PLAN AND PROFILE ALLEY 32-41
F-'AG~ U9 PLAN AND PROFILE ALLEY 46-62
PAGE 10 - PLAN AND PROFILE ALLEY 36-37 & 49-50 & 8c 58-59 ~ A
PAGE 11 - DETAILS AND SPECIFICATIONS i
PAGE 12 - DETAILS AND SPECIFICATIONS
PAGE 13 - WET DETENTION POND
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NOTES: U)
1. Boundary and topographic information taken from file by Southwind Surveying, Registered land ~d O
Surveyors doted May 5, 19~?.
2. Contractor shall verify the location of all existing utilities and shall be responsible for any damage image
resulting from his activities. Call utility locator service 48 hours prior to digging. 1-800-632-49 Please notify town of Clayton for utility locations: 919-553-153Q 32-4949
3. All construction shall conform to the Town of Clayton standards and specifications.
4. All construction shall conform to ail state and local standards, specifications and code requirement Notify designer of any discrepancies. If discrepancies are found, the more stringent requirement wil REVISIONS:
rements.
5. No changes may be made to the approved drawings without written permission from the issuing au 6. Do not scale drawings. Digital information is provided for construction drawings. lent will prevail.
sing authority.
AREA IN PROJECT 18 087 ACRES 7. Contractor shall coordinate all work with all construction trades before construction begins.
ZONING R-10 PROPOSED UNITS 80 UNITS ~ a TAY 50' RIGHT OF 11~Y 8. All dimensions are referenced from back-of-curb to back-of-curb.
9. Erosion control plans shall be approved prior to any grading on this site.
AREA IN R/W 2.6467 ACRES 1.6' g,p~ l6.6' 31' B/H 15.6' 9.6' 10. Boundary information shall be field verified by Professional Surveyor before construction staking begi ~ ng begins. SCALE: 1-•
AREA IN OPEN SPACE 2.3448 ACRES e.a ~.o~ ~a.a~ zr an ia.6~ i~.a~ 11. Street lighting by the Progress Energy. 1 ~
AVERAGE UNIT LOT SIZE 7,130 S.F. °'°"D" 6' 8m6~AiX ~ SHOULDER s' stnammtu 20' ACCESS 12. Provide electrical service t~ all sign locations. 20~ ACCESS 13. The owner shall be responsible for the recordation of any proposed easements prior to
LINEAR FEET OF 31' PUBLIC STREET 1,339 L.F. EASEMENT EASEMENT obtaining the Certificate of Occupancy. DRAWN BY ~
LINEAR FEET OF 27' PUBLIC STREET 1,024 L.F. 12' ALLEY 12' ALLEY 14. This site is not within o F:E.M,A. designated flood zone. SPH `
LINEAR FEET OF 8" SEWER 2,635 L.F. PRIVATE g'1 PRIVATE ~'1 15. Wetland delineation taken from field survey by Blackburn Consultanting Engineering.
LINEAR FEET OF 8" WATER 1,330 L.F. ,:1 9:1 lIA%. 9:! lUX. Z p 16. All utilities shall be located underground. DATE: ~
~ t-~ ~w?r.T 17. Setbacks are: Front 18' minimum or where lot reaches 80' in width, Side 10', Corner 18' and R g- ~C 18. All streets shall be 27' B-B or 31' B-B in a 50' Public Right-of-Way. See plan for sidewalk locat and Rear 25'. 03-15-07
LINEAR FEET OF 6" WATER 1,008 Lf. ~i$•~.~. i/2"PBti FT. 3:1 NAIC. 8~ C~ g~,T g 1 1~ a"~ ~ PRIVATE ALLEY SECTION PRIVA 8 5 CABC A $UPRRPAVS ~k locations.
LINEAR FEET OF PRIVATE ALLEY 3,552 L.F. &1 1~,~.a is eo.es~"s~m°~°vave 19. A fee in lieu of recreation and open space is proposed. PROJECT NO.
SEWER ALLOCATION REQUIRED 20,000 GPD `OC [VATE ALLEY SECTION 20. Progess Energy shall provide e~e~tr~~a~ ger~~~e.
STANDARD EASEMENT NOTES: J-402(3)
OWNER: 2`7' B/B STREET SECTI Wlll IAM R. ~~NFAI V ~ ;TION 31' B/B STREET SECTI(JN 1. All interior lots shall have a 20' easement, 10' each side all lot lines.
r iv aramage ana utnity easement snail pie inside all exterior boundary lines. sxr:r: ~
5 NI CKL,4US WAY ~ 3. A 10' wide grading, slope, drainage and utility easement is reserved on the lot
CLAYTON, NC 27520 PIN: 1658.01-19-4197 side of and adjacent to all street right-of-wogs.
1
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1658-28-9919 Y
16A G~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ov 00 4-e (~e, 0& d *so" N
WESLEY & REBECCA
16 16B 55543 SF ~ ~ v~ .v .v ~v .v .v .v .v ~ ~v •v r ~J 1.2751 AC ~y~,~ t°. ~ ~ ~v ~ v~ HEFLIN
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~ y~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ SINGLE FAMILY
16C 4B 4 W W ~ ~ AR/R40-20 ZONING
map ~ v. S 88x53 35.E W 61.5
' r' 185.72 V W W W
pg~$~ 1 20' PRIVATE EASEMEN 183.1 ~ .v 431~?_2 ~ ,SEMENT
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20C o A~ ~ 0.2 69 AC ~ 12060 F 4.276 AC 0.27 9 AC 4, 6 .2769 c 8 A ~ 7 A
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L 96.0 96. 0 s. o •05~ ' '58 ~ ~ MATTHEW & MAR ' ~ ~ WOOD W I A R Y E=4
96 50 96.50' CS
96 50 96.5Q ~ B D I M SINGLE FAMILY
98 S.0 96 50, 96 0' ~B 41
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N 0.3745 AC i' pb8~ UTIL SEM NT
20' PRi ATE EASEME T 197.
96.50' 97'88
96.5 96.50 0
96.50 96.50' 1658-28-91 4 N
96.50' 96 0' GEORGE & ROBBIE u ~~7
6.50' 96.50 119.83'
1658- 16 1658- 1658- 1658- 1658- 28-41 28-5157 28-6138 28 28- 3136 28- 4106 86 1658- 1658- D WHITT
1658- 1658- 28-7108 28-7189 w SINGLE FAMILY ("'REVISIONS:
8-6136 z 1 EL MCMIL~IAN ~ 1658- 1658- ~ R-10 ZONING
28--1185 28- 2165 ~ ~ U w w
FAMILY ~ 1658- X18 58163 28-0134 28-1114 2 ONING p 18-8183 Z C~ Q J o f Wz W
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DRAWN BY:
~ Q ~ w ~ = J- 0~ Q ~ m ~ZQ U Q ~ ~ SPH
Q Q Z Y ~
0~~ DATE:
L'-~ 1,,~ ~ F= ~ ~ Q ~ J Q 03-15-07
J J ~ W ~ J~ J
~z U} W Lw~ ~ ~ m c:~ ~ R--14 ZONING PROJECT NO.
Zcn WU(n ~-w~~ J-402(3)
QQZ R-10 ZONING
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SEE WET DETENTION P
3 4A 34 OND D ETA LS PAGE 13
31 C 328. 33A
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GRAVE CO ST CTION p UTILITY E N7 NO WETSDETE TON PONDDIM )ND Q?
ENTR , . , x0' Ri ATE EASEME Y PAGE 11
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TEM DIVE (TYP TEMPORARY GRAVEL CONSTRUCTION
- DIVERSION DIT H ~ ENTRANCE
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T MPORARY
D ERSION DITCH LIMI S OF DISTURBANC
~ ( PICAL) (S DING DENOTES
DIS URGED AREA) Xz W ~E
w_
0 SCALE:
z 1"=50'
DRAWN BY:
SPH
I~'1
DATE:
03-15-07
PROJECT NO.
J- 402(3)
Q
DISTURBED AREA 1404 A ACRES GRAPHIC SCALE
~ ~ n I- n n ~ t~ r- 'T' n i i n n ~ i- ~ 50 p 25 50 100 3p0 SHEET
Jet I~IJI~J I I~IJI.~ I IIJI~ JCI~VCIV v~,t v v LJ L I H L 1--,j /A VL ~ i
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1 inch = 50 ft.
OF 13
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CIRCULAR
y ~ y _ ,
y y y y 1~ y y y y y y y y ~r y
y y y ~r ,
y y y AND y 5 -y y = 341.08 ~RAlNA6 UTlll
y y y y w~c~~;~,Ol ~ y = 327.74 Nr
.~r y `Np~t y .v NEUSE IV
y y ~k ~'Q RES y y ~r ~M~ RED gpR~ FRAM SrUF ALLEY STA: CZ)
~Z P ~9 8 y .y IN S y 0.42(WINDING JOIO p) R ~ 13+73.40 '~1 BANK
y ~ 1 9(AILEY 63 INT STA: •
19+70.1 (WINDING WOOD= IRCULAR • ' V C O V
to+0o LLEY63-65) = 16'22'13" J
CB#26 =0.99AC 6+ OP=327.38 T = 33.55 IWO,
OUT=323.4 R - 3 0.00
~ a~G 16 34.48(WINDI WOOD= ~ = 25 15
5~M C = 249. 4
S~ MH#202 OMNI
A ~ ~M S ~ STA:2 6. 6'LT T STATION:
p ~s :18634 TOP-3 548 19+69.85(W G WOOD= 0+53. INDI W00 = (WI ING WO +56.38(WINDING WOOD DR)=
G' 1 +39. LLEY 4 45) •20+29.91 20 23.91(MOSS CREEK DRIVE EAST)
Q~~ ~ 21.2 OUT~321. 19+ 3(ALLEY 46-62) OSS CREEK T) WET DETENTION POND 0) CQ
0.21 AC SEE DETAILS PAGE 13
QR~ 0 STA:1 08 T =325.12 ~ ~ 9+82 TOP= /j~~1ib IN= 0.4 0 T=320.2 ~N=319.5 OUT=319. l
j ~ ~u~ JID PGGE
~ I~ H ~ W C~
MH 11 ~ ` PN° ~ ~tS s~Xs'~ ce ~ W CQ ^
STA:1 +56.9 ~f'~ ~ 6"GV CB#27 DA 0. STA:1 +58 TOPffi326. A:16+81 TOP= 7. IN= 22.2 OUT=322. Nq.G TA: Ot46 T 8„x6"1' CB#32A 6p ~ E-+ Z~-
N=323.2 OUTS 3.0 ~RP~ C 30 DA= AC I 18.8 OU ~6 T =323.74 8.8 OU 18.6 A S„ ~ OUT=314.4
6~~ '~~U_ ~j t~32 DA= 40AC EE Immi z
1~G~t1 B~25 =0. ~ ~~~P'~~ `T N1831 TOUT 339.7 6 32 DA ~ P TA:21 09 TOP +5 TOP=330.98 y 4 IN@3 .0 OU INT TAIN=32 ~ CB#3 DA= 14+ .36(WINDING W OD) ~ S +75 P= ~O =10+ 0(ALLEY 58-59 ~'7 ay _ .4 T 9~n 4± ~ 'VW+~ 09 TOP=3 3.10
.0 OUT= 7.8 ~ W
3 DA=1.11 C 5 P=323.5 ~ E--4 Z
.4 T=319. ° V o <c a
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CB#24 CB#24 A= .14AC 2~ ~`u? i =0 AC
'o INT STATION: ~ 1 32~ 6T y'~, 10+00(WINDIN W00~ D = 0+43 TO 1.63 O ~ 327.6 0 7.4 A:1 +75 OP= 23. u? CB~f36 DA=0.3 cri
18+62.41(PINE OFT OR) s31 .0 U -3 .2 ~ STA:22+08 TOP= 21.93
B 2 OA 0.72AC A= 4AC IN=314.9 (40) 0 T=314.7
p STA:13 5 TOP= 34.12 A:1 X20 ~ +16 RI 32 INa317.1 (35) I =317.1 (32) A:1 +37.6 IN= 1 0 =3 y
~ OUT= 30.5 RT r10 ~ y
6~! 8 D =1. CB#40 DA=0.20AC STA• T =3 0.8 STA:23+16 TOP=320.1
~ ~ = 6.5 UT 16 IN=315.7 OUT=315.5
~ ffi314.0
, d L5
a kZZ i S ~ ~ PROPER?Y LINE
1 ~ ~~1~ P~Q , / STATION=23+39.06
J ~ 8 REMOVE ~ ~A: REMOVE BEGIN CONSTRUCTION)
EX BO 11~ ~P ~ I~ Q~,.? WOOD = EX BO ~p,G~' (ALL 32 EX 8"GV
8"x8° TE
~ ~ SCALES: / , i A=2 27AC
20 ,~_t. r~ IPE INV=3~~.0 ~ 1" =50' HOR
~ / ~ ~ ~ ~ ~~i~~~~~ 6
r ~ / \ ~ ! z
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350 °z
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325 0 0~ W 0~ L,J
~n I- W ltd d' W 325 REVISIONS:
S QO M + (L r
an o e y ~ N
P ~ ~1
32~ INV IN=32 ,40 7 f-~ 2ft N
0 1~ 61n 320
R`3S P VC ~ .
• ~ q SCALE:
anho e #21 C 0,6 y AS SHOWN
315 A=1 +3 <6'LT `s SDR
~ ~ IY1 126. 315 DRAWN BY
NV I =320.0 R M=32 .84 anhol #20 ' 3.9' DI
V T= 1 = ,42% SPH
e,e ^A
310 • I V 0 T=317 42 Man ole 202 , DATE:
INV IN=31 .09 _ _ RIM= 22,50
310 03-15-07
RIM 325.4 - RIM= 19.81 INV IN=3 5.38 - INV N=31 6 - - - PROJECT NO.
J- 402(3)
305
305 SHEET
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r'') r~ M M M r''> ~ M M M M lWy M M M M r7 r~ N~ M N N 130-0-
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EMENT 45~ 5
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6'RT STA: STA:13+ 9 P=334. ~ ~ l1~1 ~ ~ ~ a a INT STATI OUT=330. ~ N ~ 15+48.93 0 CREEK RIVE EAST) IN 318.2 0 318.0 z ^ 42
C #34 ~ .11AC MH 02
sn 8yG v • STA:19 75 TO s 23.57 i STA~~. z LO
n . „ . WALK IN=3 9.4 OU 319.2 CREEK D LO C)
.s _;4 ~ ~ T W ~
WET DETENTION POND P4 L^^
SEE PAGE 13 Z Y) C\2
a 0= 4 z
~~s.11 8"x8"CRO MH~205 6"x6"TEE E=4 C
A:1 +68.42 INT STAT ON: ~E ~ D Z
INT STATIO ~1~ 0(MOS CREEK DRIV 6 RT 1 +07.91 OSS REEK 0 E T) S A:17+07 04 Z
=21 + 6 PINECROFT ) 3 ~ =10+ .00(ALL 36 37) ~ ` ~ ~ RT MH 3 A:1 7.96 EE ~ p Z W 0
~A~ ~ 6~ ~ ~ 371 3~ 3~1~ g~ C 35 OA C '
3~ 33A Q STA: 75 a32 .57 a 4< ri
3~ N 31 OUT co 1
~ W U STATION: + 13 TO 20+ 1( SCR OR ~Nm ~ 0 C\2 CIO)
fY Q 4 -21 .38(WI N W D z Lr) LO
20' PRt T 4 'Rt T DRAINAGE c°v mod' iTY AND A E4SEME
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NT cr)
U
32.41 - - - - ~i 1~
fi ~ 1 . ~Y
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CIRCULAR /
D = 14'1926"
T = 32.88
R = 400.00
L = 65.62
C = 65.54 SCALES:
1" =50' HOR NOR
1 =5 VER VEft
KEY MAP 1 "=1000'
46 0
co~ II x
Ew=4 E--4
350 W °
350 W z
OC4
PI ST i3+ o.o0 5~° II~T 27']~/l~ 2.5°° ~9.SA CURV LEN 100.0 F x r
az
345 ' o
. o,~ o ~0 c o 345 A W ~
l,. o + M 0 +M C ~ W O Q, ~ z
~ 1
~M o^ W Mo W ~v
340 W ~ ~ z
W ~t M o J Q ~ 340
~ ~ W 1 + N J PI ST 18+ 0.00 U
~ J ~ ~n
F- O I o
335 ~ ~ ~ a. r o^ ~ W x
+ (U 335
- t0
8~ N Q J Q + N E
~/1 J ,.y W ~ z
330 U Q ~
~ N A 00 330
F" ~1' A
J o O ~ Fi U
S P o N
325 ST =10+7 ,58<6 T) !n A 325 REVISIONS:
L
8'
TA=1 +68.4 (6'RT 1.49'
320 ~ C~
320
_ RI =328 79 ~ ~ r R E Aga SCALE:
P
AS SHOWN
315 IN IN= 21.20
315 DRAWN BY
SPH
DATE:
310 IM=3 4,52 TA=2 29. 1
NV I =316.0 STA= 1 56. 6C6' T) 310 03-15-07
PROJECT NO.
N V =31 .20 J-402(3)
305
305 ~1
Rho MM6
%4.04 ~4 U) w co, ea An %^a %ONJ
I~ O) OM N M tn u7 (n O(O
~ ^ ~ LO LO M M N N N ~ O O O O O) ~ 07 ? ~ r~ r~ Pon to in 141 rn N N N N N N N M M M M M Pk~ N." 00 f 00 to I a'N jr-- 0000N 00N °°N ~N ~N °N (0N UO
300 1- j 17 r7 M r1f 371 M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M
8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18 300 5
18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 2----2+50 23+00 13 +o0 23+50 of

co
` 00.0 R V
r • ` • t'~ v
• •0f 000_ ti 1rr / 1 Cl `r
t~lfltlltt~
62%
LINT STA
10+0 ING WOOD DR 7~1~
6+34.48 (ALL 70) Ill 711
CL IM A: oooo~
1 +71. (AL 66-70 T~
5+1 .89 LLEY 1- VJ
M~ MM~
o ,L' JJ u J
w a
N~ W C\2
~ L
NO PcC 5 Z U) CQ
/ Yr~ F--4 Z
Ewm4 P--4 u Z
o~`
Q~c~°' H ~
ti~ o 2 0~ ~ ~ 3c~ ~ a
~ a w a
z~~ O ~
3l~ ~ CO C\2 ce)
Lo
' a
XO~ y T ~
~ .C„~ ,r ~ p T 1 ~ ~
U
~ ~ ~ ~ ~ O /cv ~ W `hC, ~A'l` w ~r,~q T ~ ~
~ °~F F
~ ~ ~ T T ~ ~~r KEY MAP - 1 "=1000' T ~ ~
T T ~ ~ ~ ~ T ~
c T iN~TLANDS 'r ~ ~ ~ ~ ~ (HATGHED~ ~ ~ T T
~ T ~
~ ~ m ~ ~ T m
T T ~ ~ ~ ~
CIRCULAR ~ CIRCULAf~ m C,lRCULAR T T ~
D'~ 190'S9'~" m ~ _ ~43'14~2" D =,r190'S9'09" T=2~26~ ,~T=17.17,E ~T=13.9 9'09"T ~ ~ ~ ~ ~
R =,30.00 R fi 40.00 ~ R ~ 30.00 ~ r~ 4et)
L =~~45.~ ,c L = 32~e44 ~ L = 28x13
C=41.14 C=31.56 25.31' ~ ~ 'r m ` „ ~ I~ \ 1'CA 50' HOR
1"=5'VER 0
U
Od E a
0
355 355 co Z
0
INIft W E-4 U1
350 2"I-2 dt 6"C~BC
350 co q::4 ~
co z
345 z
345 ~ x ,o
W
W 0.
VP STA 11+99 6 x
340 340 U
K 17.32 0
t0 M F
~ ~ M L z V
~n + M cf) o
335 p N N ~ 335 0 Q
~ d' N Q J
+ W + + M h M N ~ ~ U
W ~ ~ Q W F" F-
-J t/1W 1
330 a W Q ~ ~ t- J N ~ p„ V 330 ("REVISIONS:
L
.S'
2~ 325 2~~.
325
SCALE:
8" DIP AS SHOWN
320
320 DRAWN BY
SPH
DATE:
315
315 o3-i5-o7 '
PROJECT NO.
J-402(3)
310 310 SHEET

(3) d- O O to ~A N O~ cp ~ N I~ ovo) -4t ~ 00 (.D tl') tf') nr)
N c°N 'nN ~ co
305 M ru) M M M ?-0) r e\j em em f4l N ~ N ~ N N oo N rn N ° vo) rr~ .-try N NO r~ M ~r to U-) M cfl M ~ ~ oo ~,r~ a, poll M M M M M M r') M M M M M M M M M M t~
305
9+00 9+50 10+00 10+50 11+00 11 11+50 12+00 12+50---- 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+54 +50 17+00 of 13

.t
v F F ~ 7 F
F F F F F
r i' F F F F F F t s
F F ~ ~ w~ 1 I/
~1~ F CIR~UL.AR F F F F ' r~tt~tt
STA INT: ; ~ ~ F F D= 190'9'09" F F F
i 4+94.69 LEY 63-65)= ^ ~~h ~ 17+20.42( ING WOOD DRNE) ~h F F T= ~.27 F F
xD~ F F ~ 3(k00 ~ F F F F
F L ~ 12.35 F F
~ . ~ F F xo~`.ti~ F F C= 12.2 F F ~ F WEru ,~pc F F F ~ F F (HATCH 10
F xo WETLANDS (HATCHED)
Q F %°c F
F ~ F F F VI(~TLAN DS F F F F
~ F F (HATCF-I~D} ~ F ~ •`Y C
F Q~ F F F F F F F
~ ' l~ F
F ~ CII~CULARF ~ F F CL
F F D F 190'S9'09'F F / 5+3 42(ALLEY 42-45) ~ ~ 20 3. 6(WINDING WOOD IVE)
F FT = 20.18E F ~ F R = 30.00 F 0) C\l
/
6 A F C S~q F L F= 35.53 F F ` ~ I
S~q F C= 33. ~9 F F F LO
R~ w F F F h. rE..., LO W
STA INT: F F F ~'~~t 6 F F ~ F F W C\
19+70.13(WIN ING WOOD DR) AT S ,q F 1 F F F ~ F e--I
ti: F V) C\2
~ ~ F jgx jgx ~ F F F ~ , ~ .
~ F F .g~ ~ F F 4 4 Ewm4 U z
F F F . s Y
M, r~~•~' ~ ~ FCIRCULA D = F '51'04" ~S~GSca E-4 Z
F '9 F ~ o
F = 7.19 ~ ~ Z w o
63 q ~ F 'max ~ F ~ F F R 70.00 S~~A~~A 0
ti U 't
s ~ ~ F = 33.71 F ~9~q ~ti~aG~~ N cv co
4~1~ F ~ F F F = 33.38 LO
F KEY MAP - 1 "=1000' ~ 4~ 0)
45A a A~ ~ F ~
n s~q •ss F F F rn
~y ~ ~ BO = 13+73.40
c~ c~~ >>x CIRCULAR
~ SR D = 81'51'04" A
's~ T = 3.92 a T sr
~ ~1 R = 70.00 y ~ ~Q
~ L = 7.83 ~ o 0
N o CIRCULAR C = 7.83 ii
v~~~R CD CULA 0'59'09" ~ T $6.36'04" CIRCULAR w~ CIRCULAR
D = 11'44'23" ,cb`O D = 190' '42"
T= 12.74 T= 31.9
R~PPR~ gP ~ = 2s.o5 R = ~o.oo R = 488.05 - ~
R~~ R ~P pF R _ 30.00 L _ 32.15 ~~vSE Q~ L - 42.90 C - 31.87
L = 25.46 L = 49.06
'j ~ ' C 39.34 SCALES: SCALES: L '15.40 t: 43. ZSU
1" =50' HOR 1" =50' HOR
1" =5~ VER 1" =5' VER z
KEY MAP - 1 "=1000' ::IC~d 0
04
dto'
x
CV w o
350 350 350 z
350
~ aE
345 2~~-2 ~t 345 345 2"I-2 d~ 6"CAC w~
345
c;d 0
Lf) 5x
340 340 340
340 ti
PI ST 10+ 5.00 ' URVE LEN= 0.00
335 - K 31.77 K=14 07 >W4 w
o ~ 335 335 335
o ~p d' N Q' K= 1.22
o ~N `r tll .o
o o • ~ ~ + 1~ o cu UE-4 III U) o
o ~p tTi rj I~
330 0o N M ~ oN o~p o ~ d' i" + N ~ N J 330 330 N - + M 330
J a w ~ N M
~ ¢ l+J Q ~ N o- w ~ + U
1. I- J V1 W r,,,
Q W ?
325 W ~W z. > 9 325 325 a > ~W ~ 325
A~ REVISIONS:
.4~y V1
320 320 320 320
SCALE:
AS SHOWN
315 315 315
315 DRAWN BY
SPH
DATE:
310 310 310 03-15-07
310
PROJECT NO.
J- 402(3)
~n~ ~n~ zn~
v v v .1 V.1 ~1V.1 305
SHEET
IL N 'Widftw 4aff LA i 16L 4F
. . . . . . . . . . . . . . O N d' N r%% (03) M O CO U") Of N I r) 1~ M I~ O
. N N d'N N ~N °N °N °N ~N ~N NN NN NN NN NN (N C's J N N "~N N a N a N to (C) C) ot `n `n c° r ~ r oo ao co aN QiN viN °N ~N N N J~OO ONE" r" r" r
30 O M M M M rf) M M M M M M M M ff) M M M M) M) 300 300 M M M M M M M5 M M M ~ M M M M 7
5+50 14+00 14+50 15+00 15+50 16+00------l 9+00 9+50 10+00 10+50 11+00
9 +40 9+5D 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+5 ~00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00--- 15+54 16+00 1OF 13

i
Y, A t e ~ t J r i j
` • i
1
t~ /J~J i • 'M s/~
'S
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1• ~""w+mw.~ W o W CQ 1-090%%
C4 LO
L
?t 1 Z U) C\j OM 4 z .
i .1 ~ 3~ ~ ~ 3~ 3'T.~ E=q ~-4 u
t Z
a A 3~~ ~ 39~ A
INT ~P
14+0 EY32-41= 0 INT TA: B 7 DA=1.41 C A: O W ~
23+ 18.10 CRAFT 15+1 39( LLEY 32- 1)= A: 15+11 TO =330. +0 +0 AL 2 41 4.88 OIN OOD NE)
. 2 0 PR VAT NA G UT !LI AN C S S E ME 11 + 3.5 (ALLEY 36 3 UT=326.9 23 4.88 C\l
8 cn 20' P E D TILfN, AND CCE T ST • 19+ 8~ A=1 C . 19+ TOP 20.8 C \l Y
..M. z LOO L V
r
-7
~ ~
C STA: 2 IN=3 CB#39 DA=0.24AC
STA: 23+16 TOP=320.1
IN=316.1 OUT=315.9

i
SCALES: KEY MAP - 1 "=1000' d' z
1" =50' HOR
1" =5' VER 0 °a
c
U
x
W a o
z
355 355
x
!L'~l~l~eell~e~ ~ ~i°~ 1~ ~ aE z
2"I 2 6"ABC
350 350
PI ST 12+ 0.00
z
> o 5 z
345 ~ . o N o~ 345 x
0
o x
V T ELEV 329,5 w a
~ ~ Q ~
3 4O W Q W V) F- J Q W 340 W
d Vi W ~ W ~ F""' VP +
ELE 32 .59 o n out U
'1. > M ~ ~N p~ F
~D + ~ In + z
335 + ~ ~ 335
W W J O
J Q O
N ~ ~ +
J
330 f- 330 REVISIONS:
d
o
N
325 + 325
~ Q W Z W SCALE:
v~ w 3 i,,~ AS SHOWN
IS1
324 2 • 320 DRAWN BY:
SPH
DATE:
315 •R P 315 03-15-0'7
PROJECT NO.
J-4023)
n n
~lIU SHEET
py. Act
- - H-tn: 0, %saw,
ry) et 00 to ~ 00 CDC n- M 00 M ~ ul N f~ M 00 POLO rs"I 0 o o
teN fell "i?~ ~ ON °'N °'N °°N °°N °°N ~N cc'N co N inN 'O N 'O N 'nN "ON N M M M M J NN ~N °N ON CON o6 8
305 M M M M M rq, M r4- U) M M M M M M M M M M M M M M M M r4l M r4- M r4- M r" ff JW M V-) I M? 'M M j - wmmm~ M M h M M M 305
3+50 14+D0 14+50 15+00 15+50 16+00- 16+50 17+00 17+50 18+00 18+50 1-(% 19+00 19+50 20+00 20+50 21+00 of 13
L 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+5

ti ~ ~ ~ ~ ~ ~
~ SCALES:
~ ~ ~ ~ ~ 1" =50' HOR
~ ~ ~ 1" =5' VER
• ~ o 40
r o
r 40
f
, . 1. f' 1 , • 1 : f ~ • Ir I ~ 1~ ~~~rfttttittit
1 Y j 'A
V /

1 1,
1 O
+ .rid
V- • ~1 ~~1~ 00
Q cr)
IN A, CB 29 =0.71 A z
i 0+ 0 ALL 4fi- fi INT A: •16+ 2 TO 328.1
/1 20+ 8.64 Pi ECRO 14+3 .34 q 5 LEY s LEY 46-6 OU -324. z E..., LO
11 +43. A LEY L ~ (ALLEY 58- 9) ~ CB~30 DA= 30AC W w c~ _
~o, ~ STA:18+83 TOP=3 5.12 ~ CB#31 DA=0.21 A (w C\2 CJ~
~ ~ IN=319.9 OUT=3 ~ ~ u STA:19+82(WI G WOOD DR) • ' • TOP=324. IN=319.5 ^ LO e---i
OUT=3 .3 Z U) C\2
0 RIV A d INA G l..i N ANa A C S E M T O PW
,f Em4 W4 y - k F Z Ig4
2 PRNATE D INANE, tJ71LITY AND ACCESS EASEMENT 1~ ~ ~ STA: INT STA s
1 +12.20(ALLEY 46-62)= 19+0 3(ALL Y 46-62 H Z
1 +45.50(ALIEY 49-50) 19+69 5(WINDI G W D DRIVE a
B 3 A=-1.. D S DA=1. 4AC Z a w o
• STA:1 + 5 T P= ~ ~ 0 3~ ~S o q1t C\2
.nw ' OUT-., • 1 . TOUT 33 9? ~ ~9~ 4~~ 4?~ 47~ ~ Q C COLA "P~IYll1 CO 1
i ~ • C\2 ce)
r • .i .y = 10 '18'50" 50" z to kn
4 17 24 s: cr)
. - 5 00
~ ' h . r. ~ 1 ~1 ' ~ f~. .r/., 1 I ~ i• . 1 ~ . ~ L = 3 45 S
_ .95 a
-r :YI
•J
1' ~.rw uri

Q
f; 1
~j .1
j r
.I.
I ~ i ~ i
.._..s~
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KEY MAP - 1 "=1000' ~ °a
V CY)Wa
x
2"I-Z 6"~C 0
360 360 ~ z
C\2 0 a" z x
355 355
U
z
E E V 39.07 ~ o
350 z x
350 0
> oN o
~ o o .D 0~ o `Q PI ST 14+ 5. 0 x
W a
345 CN ' .-~M M ~ t ~ O ~ WY)
~ ~ ~ J Q W 345
U
W ~ W r-i F- J (n ~ I- F
340 o ~p ~ z
340
1!7 M ~ M o t!~
' 335 .I ~ W J +
Q Q ~ 335
~ a Q REVISIONS:
F- V1 v
o 0 3~ .o
330 O
N N N 330
15 RCP
' w w zr w SCALE:
3 w
AS SHOWN
325 325
DRAWN BY
D~~ SPH
P
DATE:
320 320 03-15-07
PROJECT NO. ~
J- 402(3)
315
J1~
OMAN WAR SHEET
40 La go 0- en _to -C) LCI 00 st f7) 00 st a -10
I~ o O 0 O I~ O N M cD O~ M I~ rri N N o ~ o ~ rn n oo ~ ~ co M to ?,r~ to 31O M M M M M M M M r~ M M M M rl- M M co It < m
d- PO 4d- - - Id- vi- VI- Id- vd- I IWA- WA- 01 W*l "1 01 W% `nom `rte ~ cv~ c~ c~?''~ c~M r:N .-N rN .-N °N °'C %q °°N °oN r <o
M M M M ~ M M M M M M M M M M M 'MY d M I IW) r''> ?7 M M M 310 - --l 9
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 +50 14+00 14+50 15+00 15+50 16+00 16+5D 17+00- 118+00 18+50 19
19+00 19+50 20+00 20+50 21+00 of 13

? ~
M ~ ~~c~"

*lip

i
t w C .'D ( a+ V '
/ f ~ V M I f \ws A(~ . o V ti
1~ ~
I 60~
3~~
4~~4 ~
co
49~ 0) N
Y 4
V
371 ~ 0
t W o
7~ i / W V/^r~ yr
~ ~
d~11ti.d~~j~~°~~ 11 45.50(AILEY 49-50) INT $TA: ~ ~ ~ V) C\2
INT STA: r I ~ INT TA 12'~,~ 1 12.20(ALL 46-62) 10+00(AILEY 58-59)= ~ 12~~
10+0 - ~ ~ 10+00 LLEY 49 50 14+47.3 5~~ Z
15+07(MOSS CREEK DR) ( 15+ D 6~
20 PR! DRAINAGE INT TA: UTILIN, & A S FASE 11 + 3.50(ALLEY 36-37)= 0' PRIVATE DRAINAGE, C8~25 DA:0.05AC 20~ P ~aT NAGE, ~ N, AND ACCESS EASEMENT ~~U ACCESS EASEMENT STA: E-+ Z
1 +4 . S8-59) 4+35.3 LEY 46-62) ~ o Z W o
3~ ( 15+ 0.39(ALLEY 32-41) f WINDING WOOD)
IN=327.2
OUT=327.0 C6~24 DA:O. co 1.4 C\2 i C\l CIO)
SflA t; 3~A ~ STA- OP=331.63
q,9 =327.6 OUT=327.4 .r z LO LO
: : 1 ~fll~
CB~23 A STA:14 8 AC 8332.57
3~ ~

3~A ~
_J
SCALES:
1" =50' HOR
1" =5' VER `"i KEY MAP - 1 "=1000' KEY MAP
SCALES:
1" =50' HOR SCALES:
1" =5~ VER 1" =50' HOR z
KEY MAP - 1 "=1000' =5' VER MAP - 1 "=1000' ~ o
x
'n x
~ W a
350 350 350 350 355 355 Lo z
~~JS"e 1L d
2~ 2 6„~ 345 350 2~~-2 ~ 6'~~ ~ a~
345 2~~~Zt6~Cn~c 345 345 350 i wT~o
v U C, z
0
r4%0 z
340 340 340 340 345 345
~ 50
0 0
o~ K 20.00 E E V 32.10 cr) x~
+m
335 335 335 335 340
aW 340
W N ~ ~0~ U
0 0 0
w U] z
330 330 330 F- F- W
330 335 335
°o ~ o a J ~ o M o
0
+ ° o + ~0 0 `r
325 325 325 ~ ap
Q Q M~ Q M ~ 325 330 330
F- J h- J (n N F- (n t- REVISIONS:
UW F"W
~ W = ~ W ltd
320 320 320 320 325 o cv ..y 325
OM +
Q SCALE:
Q W Q (n N
W AS SHOWN
315 315 315 315 320 320
DRAWN BY
SPH
DATE:
310 310 310 310 315 315 03-15-07
PROJECT NO.
J-402(3)
305 305 305 ~n~ ~~n
vvv v v !I V
SHEET
r r
M O r4) r7l 00
N~ Nrl'~ NM NNrI'~ N N~ M WON M M K )[W) to M 300 305 M '?~1 M M M M f
300 M`~ M`~ 1300 P23001 MINNIN 305 10
9+00 9+50 10+00 10+50 11+00 11+50 12+00 9+00 9+50 10+ 10+00 10+50 11+00 11+50 12+00 9+00 9+50 10+00 10+50 11+00 11 +
11+50 12+00 of 13

OOARSE AGGREGATE EARTH FTLL CONEREO BY
r rWC t/2 DIAMETER OF PEE 6' DEEP lowra,t N 111oC1m Ir M OIOIfJIt OR 1Y MINg1EVEI~t IS uYIOE A~WUWt ROCK CR'EAIER ~EAED BY ~ ROCK ~~C1~
lN.1ER FABRIC 1 ~M~ wMY ~ ___~~J ~E-rA 1 ~ PiPeOWetloF~atArea- Cu ~j 1 ~ m No Well~deflned Channel
IM. M!-11C14A 1110MIf01~11E ~ ~ . ~ iILL SLOPE r j-~-._
~ ~ t AIM IE1~111 N• b° Pv~ R+sE~
p6~0[ CAPA~ di PIPE CUl1iERT8 r 4" • ~ ~ sLa r.~+w - 2, 9.orE cM~ wrcw suits 'rJ?t* ~nC+~s 'ro 'g
T0~ • 6ANI( Ftitll FLAW •b'h~'•~ ..rrls=~. . . . ~I ry ~ . , . ~r+•' ~ UI~ X r 1011/L .lr.,. mires en~ua oma
ra ~5,:~~ ti t,y't~ ~w~i~ i~,.~ ~t `R . ri.lify'4: ~tiar~^i. tir't~ ,i,~ ~ R' EARTH FlLL OOYERED 6Y t ~i ~ `m~° 5~~0~ 'BAR/ ~ ~ d.. s t . , W A ~fD SY~6 ~ Plan . ~/L~ iu.rf~R ~
COARSE AOGREOJIT~ b~ PAC ,:i., I+
O.ob o ~8 o•C> b o° ~ O . °O o 0 0 0 0 .0 0 ~ I~p O 00 .o °Oo o'o NO 0 0 sGll~ i o 0 0 0 ,oo o, O pQ o LfaG'~H
o8'Q o • o • 0 00 0 0 0 O o$Oo oQa O0 ~ 0' _ srot rat . • oQ, i oe O o 0p.0 0 0 o eo Oo O o - M~0~01 !R NrMtlC ~D • o Q . •O o . Oo p o 0 ' o ° e ° POST oQ, 0 o b 0 D o ~ e G O UPSI.OPE TGE o. Oo p0 ,OD do0o V06111VE GRADE 1.4% NAX. ~ s 4~ Aito~l ~q~ M ?Fiker
>M,T~tt~~NMD O• O ~Oo 0 0 0 O Oo00 a e0 0• p 0 0 4 .O; o ~ 0 p4 O o 0 O ~ o$ O 0 .00 4 0 0 ~ Oo00 ° ~ 0 0 O o0 D ° O. 0 0 . • o'. ~o °•p'0 O• • Q ° • ~ 10It MIIMNO ~1T =10wA0[ IR r11atT !fit ~ 00 . o •o d o 00 0 $ nu, ~ oaaa a ~r nr nta far wr otrn SIDE SLOPES ~ 1 ~ O~(A~ L ~~k~ N t,asis the len ~ + ~ Pipe OuUC„a'+~1~4@fined 2. d.~1 S Umes ~ ~ ~ ~ ~ \ \ Ig ~ ~ 'stone 8diemete f- OtTck AHO Bu~Y
0000 0 0 .oo0 0000 p•0 0 -ult A.t ~O+pC a~Y OItNWpE MG Irti aaK a O,o O ° A O Q ~ O o '0 0 ~ , ~ r~r~~ ~~tMa , o.po0 00 ,o.O o0 0 O 0o O 00 ~i 1tAMr MPNt Cf !tt 0 0 0 0 • 00 p o o p 0 •O o •po 0 0, o o ° o , . nAOO noiaNC ~a~t ~P gar ~u a ooro a na~T aew'r[ ~ > o O O o O o 0~' Z: 1 MAX. O 0 0 o tY?1 NMM tl ~i pt TAR po 0 0 0 o p o~p o O NAANb1l . ~ ~ l o p o 0 0 0 0 oaou~o ~ ~ ~ ~ ~ ~ ~ ? ~ iS the length of the riprap iron. _ i
r o. 0• o 0 0~ e O 00 0 !Q . a 4 . -oo a aT mot rtiot t01t ~uraon usu. ~ o 0 0 0 0 ra rlo+s~r ~ aaoc ~>r,o tal4 ~ ~ ~ 1.5 tunes me maximum )ne diameter but not less
r wo, oara • ~~~~a.•r " ~:1." v.. i1Af1 t ~IIM 1~1 ~ ~ ~ ? ~ ~ an 611. a well-defined channel ex.
. ~ o1RR llatf rx +;'t y h ~r .ti rr? •.r ~ . a a.y ~ MAIL Mp10~0O'~fNl qR qfl) a •},,,4.a N0~ ' w e'•+' N s~EEV CSR dt Flu. ~E TARP PTofiEGtleW ! d6~t ~t~wr~t 1 TAeP Eo66 3. ~n eweu~detln (rn~N• i2~~~i tARP~ fendtheapron p baak5 GO 8n ib0Y81h91M8x7 ~ dsptll or Eptl1~Tnu 1) Ora~Wim riser shall be 6" 5CN ~0 PV'C with Cleen-out caps~d slots. 52ots shall ~•A~NerdaM~t Wthe apron uptha channel MS to an elevation of e*
t „ •S, K 1. pKClt~ K pgllitll TO' ~ DAN( ~ `S~~`'~s TOP Oi BAtIK NO SCALL Ove the maximum teilwater L....~;~ pth or to ON t0pof thsbank,.
lichem is less. filter blanket or filter fabric 1~1
~ Vn 9 be Hide vestical saw cuts. 51ots aha12 be placed at 90" ir+terv~ls a[otr?d the Plan should be inst Uw~~eP~?1tlc pspe to sloes). slots sne11 e. a* iang.~ Tor jests of siot~s s~b~e ould be installed between i rip(ap and coil foundation.
r ~ OF Ctoa~ the next set by 4" of solid pipe.
~ANIt (!M A toy EI.EvAnON aF STOIM~IMfATdt u~mr STORMI ORNN O1~RFtOW depth of basin ~Inue one. 21 n+e tert? useQ to Pmt~t the ¦eis dill be ttre ridth ap~cified. the 1~ cr
~ ...............,..........,........~.r.... ~r„~, TGISIIED < . 1/3 PWE tup shs21 be ~ccordl~g t0 ovailabl~ supP1r. If ah~ll~bt ov~erlapp~d K 2pst 12". C\t
t owiETER ~ • • extend P~at~etian W toe of b~dcslope then ta=ps s yfstse~ tatP shall overla0 downs~rea" tazP• The tarp shall be 70 mil t~swlr
l.oa sou-r,~?~rs atAwAaE a~A rIEIIt u~anl +i •i • fluty silver t~tOw~ t~ wn r~slst~nce- 3) gain shall 0! C2nlIOd cut +tNn. ! toil. _ e.etian AA t~'J
tAalES) t~ CuSS 1 RIP-RAP fN.1tR PMIlIC ~ ~.a ~ o. BURY BDTTO~1 s~ OF PLY1100D ~ Wanka~ LO
s ao 3 a0 ~ ~aa 1 ~ W w o
a ~zo ~ aata ~ ~ rrat goo s~ a ar~wo 1 ~o~~ or rr~c uaaoNrK utt~t iar NOTE: ALL P Y J~4~ EX1ERlOR AR'~ALL COMPLETED Slit ORANIS fn SHALL BE PIIOTECI£D AT THE EN4 01 ~ w CQ LO
D4S11NG SLOPES ~ woullat to voq~t ~ ~ EACH QAY M AOOORDANCE 1M11111~E OETALl, S1EE1. iOiCE P06T (Tmj (REVISED: t-t-~) H
NEIOHT 1c IM01N DETERIIAiEO 8Y E~STNr6 TnPOOiu~NY ~ SEORIENT STORAGE REpII~ au"" ~ UPS1REAll EHD OF OVERFLOW CO C\2
v IcE,r Rr RAP Ir+TO THE DAM S/ORMI ORAIN Shoulders, Side Ditches, Slopes {Max 3:1) E AN4
~ STA~JiATION. I~mnc a~ s.o~ wro~'oor ~ ~wr,r ~ ~c an Ne ~aom ~ as ~c nel~orrrK 8 «1 , ' ~O~q 1AaM1 Rbrot FIIMIC Ib1~Om 4101 11~RNt , roar , . . , 1/S PIPE °A'~ TM~ ~mNC rah t CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCi DEEP OVER AVERSE SOIL CONDITIONS, IF AVAILABLE. Z . 3 INCHES
a'"' >G ~ooo'oat Mt ~ t r,•s "'1`. ,•y`?) ,f' fitt,' .tl•~' ' ' ~ ~ Ho~onrK gas , Aug 15 -Nov 1 ToN fasces 300 Ibs/ocw BLE.
y ~ •yr• ' ~ wat trope w NR Caro rww. ~nr a t~rtit raoo s r rem Iwo r ii : ' . ' ~ MMIm N ~1 • ' MASHED S1ONE fi1EI! ' troy t -Mort TaN F~scw 300 ~w/ecru 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. Z ~ o
rtMIQ ~ ~ INI01 M WASIIED STONE tr~ttr?r ~ a twat ~ ACROS8 PIPE NAT • ~ ~ ~ ~bru:zt ttye 25 Ibs/acre 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCT ~ o 3STRUCTIONS p
twrai ro ~wN~~ ~ oariwwr o~~ d0 oars Ma 1 -Apr 75 Tall Fescue 300 Iba/ccro ~ ~s -run 3o Honed Common eermudograse 2g ~ps~acra LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. IFORM. Q CV)
~E NARDMARE C~.01N Jul 1 -Aug 15 TaN Fescue and 120 Ibs/pro 4.) APPLY AGRICULTURAL UME, FERTILIZER, AND SUPERPHO ~~Browntop I~pllst 3s ~bs/owe UNIFORMLY AND MIX WITH SOIL (SEE BELOW*). 'ERPHOSPHATE X12
~ woo r awry axe u u u ~~br Sorghum-Sudan Hybrids 30 ibs/acre co I co
5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM RM LO
SIOp6s ~3:1 to 2:1 ~ REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61N Mort - gun t Sertcea t,~wza (scoritied) ~ ~bg~~M 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER TO 61NCHES DEEP.
sTRE~M p~N+Net. R' MAX. OVER 0)
~ NIOCNI tl~ ao' MNI~ ~ SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK (Mar t -Apr 15) Add Toll Fetcue 120 Ibs/sore r--l TIPACK AFTER SEEDING. C)
~ BUT SUFiiC~,IIT TO IUD 1. PUT SA.T FENCE +r'"~ ~ DACE FLaN ~ ~ pi ~ TO ENSURE CON! ~ / N 011 T SA.T FENCE at TIkE PaoTECTIar FENCE uP ~ ENSUE CON8IRUCTIOM ENTRANCE ~ usEa
ra • ' r ~rW 'r'1 ~ ~ • it r ~ ~~M~~ THE MUO IS NOT CONSTIg11CT101t Oll TiB; SITES ARE SUCH THAT T - E MUO IS NO lIYOMm a1f THE VEHICLE TRAVEL (MOr t - ,Mri 30) or nad wwpt~?y tov~yross tp ~ps~o~e 7.) MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH (Mor ~ - ,pm 30> or Ada ri~~.a comnwn e.mtt,dagross 2s fie./ocr~. MULCH.
• ~ ' STOtIE T~0 + • >H!i 0VE'R T11E SI U~ ~ 46' OR 1MOTH OF a r OR ~NC~E3 MUST B e o o EXISiNC ~ . S'1i01~ RMJlOAO.,.c MOP06E0 8TREET, . ~ . ~ PUBUC READ. • ti s i~OyV~ER T11E STa1~, T1~N THE 11RES 4E THE ' ' ••}ti 't;.: ' •r•.•• t• n1V+,rv IIIYHI BE EN ~ r •ft, ~ w r~ • ~ • b~ ~ 8UC ROAD. •'.~.`?.••c . • '...o . ~ ' ~ ' f~ ~ 120 8.) INSPECT All. SEEDED AREAS AND MAKE NECESSARYREP ~O1""tOp M~ ~ ~b'~°`X° RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE •por Sorghum-Sudon ?yb~ds ~ ~~/«Y+ STAND SHOULD BE OVER 60R DAMAGED, REESTABLISH FO ~ ~ - ~ ~ Sow oN~F °0'~~~ t2p ~~p ~oa°~°., ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 1ARY REPAIRS OR
i • ~ M~rI Y ~ V C':. ~ a i'j 4f ~:~p~'S ' tx~ ~ IS r . ~S.t+~, 3i IF A PRa~CT DO 1 ..rr+~. ? •:~~.~r:: • r..• ON T+D 1FIE PUBIJ A PRQJECT CONTBIIrES Tn PULL MUD AND OEINi ROAO~IY • : .';°~,EAN S'tro18: 12? r~V~•~'.ti' 1. ~ s"• yt.•~r TD THE p<!61lC ROAiD~ THE OOVIr~NO Au1110N1Y • • . a mss. t ~ . ; t - • • • -t"AiAIC YAY BE AOtIk'D UNOfR THE STOt~IE OSSIBLE.IF
•M { ~ rl?~l'~{'~`.A ~~~a:~l'~i'~~L~~..'~r, rl~W NM~~ f~IG i ~h~~ . • ~r...t. \ A . ~ w• • Ijai w L CLEAN TIE JIAEl1 AIO NYGICE T!f FlNANpAItY •t J.;!•~ : , , MIRCM wOtKA ADD TOTAL LPE tO t~ ~ ~ '.,.r..,~~ R'ON~E PEfgal A5 M~d1TED GN THE fM1ANQAL ~ ~ r• a ~ ~ ' , + r ' ~ , ~ ,t..:.i CEMISIMII,"AON ENTRANCE BUSH FOLLOWING
RI:SPONSIBINTI( fl STONE APlR+OACfI SECTION SPONSIBINTY fbRIL , ~ r,. •r • : ,i'
~ 1 MA>L 840'E ON ROAD STONE ~ - gad ~tin~ ire 25 ies~axe 9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TH AND FERTIU7ATION AFTER PERMANENT COVER IS ESTABLI Consu~t consawtjon Engineer or sots Co~nrot~on service for * APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES ( additional IMonnotwn conarNny other otternotiws for vsystoWo of ACRE IN CLAY SOILS) ANCE TREATMENT
~ FiLTFR C~ATN 1. CLASS 6 STONE • MNSiRIM DEP1N OF 24' ESTABLISHED.
Z. UNDERCUT i'~OR STONE PLACEt1EI'IT StMiACE f1CW
OIVER~Ol1 ~ HMI. 15' M1N, E)OS'RMG RO~ADMAY 15' IAIi• NEW OONS'IRtlCTION NEw CON4IRIIC110N OOSTIN4 Rp,gMAY 1CRES (3 TONS/
Mo111n+1~ atr1G/~IY/1111~ w1• ~'4• •i •L M , E~udsd ono . The oboes wp~tation rates are those which do wsM under
• Sl• w ti ~w~•~•! v1, i,,~•~N`+'J~~~wi..v'~l4~~~•~i.. Vr ~ooal oondlf~ons; other s~i+q rote combinations ore FERTILIZER - 1,000 Ibs. /ACRE -14-10-10 ~a°' SUPERPHOSPHATE- 500 Ibs> /ACRE -209: ANALYSIS LYSIS
_ SCONE AORIC UNDER STdIE ~ THIS EiIiRANCE APPIIa alit TO ENTRANCE8 ~ OF N011~IIAL ~E FAM,Y f~Qli1AL UMR~ ~"~Tertporory -Reseed according to optimum season for ees~red permanent GULCH -2 TONS /ACRE -SMALL GRAIN STRAW
vegstotion. Do not ol?ow temoororY cover to Grow owr 12' in height before ANOTHER -ASPHALT EMULSION ~ 300 GALS. ACRE CRE
n~~ mowkg, othawiae fsacus rnoy bs shaded ouG
qqt Z
TEMPORARY STREAM CROSSING OPT10N 17B CONSTRUCTION ENTRANCE 7 RESIDENTIAL CONSTRUC110N ENTRANCE 8 :--i c 0
Level Spreader Construction tion ~
Specifications ~ co x
1. Level spreaders are to be installed following installation of r energy dissipators and scour holes. Z o .n of rip rap 0
2. Construct 20' transition section to fit width and depth of s insuring that level spreader weir is place in undisturbed ground PM4 U) Z W
h of spreader E", ~ co ~ ground with weir U
Construction Seque 1. Obtain gland-disturbing per q u e n c e being along a flat grade.
3. Dig depressed area upstream of weir per specifications and is and footing for ~
~ ermit. Schedule a concrete wall weir. g p presconstruction conference with the 4. Install continuous 6" concrete wall providing a weir length p 791-4200 H ~ O
Environmental Engineer, 791- ngth per the V ~ U
2. Install gravel construction p other measures as shown on Lion pad, temporary diversions, silt fence, sediment basins or specifications.
these devices. Seed tempor construction. awn on the approved plan. Clear only as necessary to install 5. Install 3 foot wide strip of filter fabric and 3" toyer of #57 emporary diversions, berms and basins imeediately after the downslope side of the concrete weir. if #57 stone along w 0
6. Immediately seed and mulch all disturbed area.
3. Call 791-4200 for an onsite onsite inspection by the Environmental Engineer to
obtoin a Certificate of Compl Compliance. w x C;~
4. Begin clearing and grubbing. ebbing. Maintain devices as needed. Rough grade site. 'R""~"~+ ~+"""E` W O
5. Maintain sediment control w as the sediment basin. Ma 5. Install storm sewer, if show sediment traps or other ap building, etc. trot when grading wet pond. Wet pond may be utilized y
Maintain and and keep operation at end of work each day. VEGTAlEO ~ W W W W Won ~ ~ U a
shown, and protect inlets with block and gravel inlet controls, 01~10N 4 W W W «0~ 1O7GTM~
ier approved measures as shown on the plan. Begin construction, ~ W W W W W W W E=4 ~ CO
6. Stabilize site as areas are linings, etc. Seed and mul any phase of construction. W W W V V are brought up to finish grade with vegetation, paving, ditch W W W ~~uz~o
d mulch denuded areas within thirty (30) days of completion of p W W c:j ~
W W W ~Y ?~IOC~. W W W W off
7. When construction is comple ,omplete and all areas are stabilized completely, call p W W W
for an inspection by the En 8. If site is approved, remove seed out stabilize any resu devices, such as velociyy di 9. When vegetation has becom Environmental Engineer, 791 :he Environmental Engineer. G W J ~o
rove temporary diversion, silt fence, sediment basins, etc., and ~4i ~ s' ova ca resulting bare areas. All remaining permanent erosion control ST(~,Q~ ~,~,c° LEVEL, CONCRETE VCR r04 N A OONCREIE f0011NG
T LENGTH SPEMED
:iyy dissipators, should now be installed. Fp .~...F r woE smw OF Fuhrt U *ASRIC AND 3' LAYER OF
>ecome established, call for a final site inspection by the r, 791-4200. Obtain a Certificate of Completion. eUFFE 157 STONE
R
REVISIONS:

sw~e `a
FLOW ~ ~
~O ~e ewer r y 7~'
SCALE:
LEVEL SPREADER DETA :TAIL N/A
DRAWN BY
SPH
DATE:
03-16-07
PROJECT NO.
J-402{3)
SHEET
I I
of 13

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A~OUCM 1NE YAM! gpCarOrl vN.K ara aNt .'OW1 tkiM 1tarFlt wrr ~ : u ~n PLAI1 ~APPtNr, 5Lt:kV'G i41'(±t ta• ~ tOtxJ Of c:AYTCn ra~CF+~n~IcA~ ~~IrIT c:,r:rrt;cT~cn~ < itiPPrnrC v~t'~ I.V Of C:RYTCfi ST SON >&ETci' Q4X, ~ . ,,.•-t' ftx?; s~N+? DEW'CY 9A O5. irBx- i, kaoro orc ,--4,~-' tn7 ~u?~o sfo,c, CitAR`OTTE PIPE arc i"
GAI~AtY"~F'O a?SiaLL tr,N. ~ p~ irONI / oaau?att tNSiNlAilON or' • • Nt r ~ { K ~ A't TI i Y/11~2 60X /8' u.*J. 3CHBUT.+LE ' NE1Y YlAT~(2 atJ'+I OCK ~ 2x8 OR APPE!OvEG ~ ~ t EDtf A!. M9hi puI tf~SA~ . k S7 'A of tRr; iWiC t , os wi CI,E CFkGt I N SHED STONE AS ( ,?s ~ as wn
AR A[itA3E MANMC4E A I r .i.:s .w.--•- ~Sy S10NE _ ~ POi ObwtiiN { i y, I N ETFR S1 y ~ i a ra awttlal ca~af+i tlal~sl toueA ~a~ caua MAu+~to R ? AiV~E ~ RECUtR~ r.°. ` SUS Of'
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C~F:AN b t'~j~t 1 :ERtr!CE ~ ~~ur` np rt+~ relate ~ rn ~e~ :r~~ :ERtr!CE ?LI T1Af COMP. yTOP :LC tl?PS L:~GEit ii<.srt 2' :N~tl 6£ un;, iMiN i~ U~r.t~; Sia.tE i^ !sC Rs.i::~ d~ 1.$9~ 2 ~ E ~ZftG & SiEt`~ A.V:: YAIyT:. 6t2vfitL fG~ 'i.C IlikEl.Gi, fC,°f~ . • IriATI:k tdRtN AYVi''' • w: ~,it ~ ~ r , 12 17, )1I 2
/ K ~ ! ~ r y +c c woE ~r r~rtTfak~..: T~~J~rt HMAyma?la.~{- 17 1+Y~ 1 I~I+Pa~'!r!Ii~~S 1 dr StiCiGl. IV llklt~„ OF! sR4NIf FOu CC .i.E N I~ ,Ft F ++?~ti.J t~J . tetNQi?OS w1it1 QGtl~E SCRAPS, fG?D 25i`~. u~JE;,,~"E; f'~ S•irtr~ ANJEIIERBRZBDREQUAt 11-i$t CR A?PRQ',~ E;:.14_ t6. s0.7T9 t
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`1t~iS Pli,,.... 4 : ' ~ flrOQaflr 1.lt 10 ~ OP M!0 r' n li S~' N' C! if K1' M' 1f rP 31' ~ !n x t t~ 10.K id k' :J a' Y' v s' I Y' d' ! 7rl YJ r _f.. t.n,._ i.e. k.ep vs_ye ~ ci)r, 6xtl'~l¢ t~ r:;~4forl~St~DOa. rIW'ft~lf[ +?Mb 1Og11~U1 Ill~f r~i /,C:fl ~iJYE~C@. trot h:7~B I.ft Yd?Y@ L~C:X, Ge z LO
pd~ eeu ~ .1 ~ -t• ws uroaiwr a,eau.r ~auor~ ~ HTS CLRSS 5~ C~I~'~I~J ? I.itlGp 4C.,'. ~ ~ ~ , I~ipt TO ?CAS MSsr~., u.l TABS TO 8f ?UU;f {7!J 1~P U1t:RIER 4r' ua~; ? E-+ LO o
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SCALE:
N/A
DRAWN BY
SPH
DATE:
03-15-07
PROJECT NO.
J-402(3)
SH~~
0
12
OF 13_j

PLANTING PLAN: ZONE AREA ELEVATION COMMON NAME SCIENTIFIC NAME
TOP OF DAM ~ N W 6738 SF BELOW 314.8 NO PLANTS DEEPER TiHAN 6"
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REVISIONS:
n n
SCALE:
AS SHOWN
DRAWN BY
SPH
DATE:
03-15-07
PROJECT NO.
J-402(3&4)
c~~
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