20150478 Ver 1_401 Application_20150512

LMG
LAND MANAGEMENT GROUP nrc.
Environmental Consultants
May 7`h, 2015 2 0 1 5 0 4 7 8
TO: Mr. Kyle Barnes
U.S. Army Corps of Engineers
2407 West 5th Street
Washington, NC 27889
RE: Nationwide Permit 18 Request
Laurie Meadows Subdivision, Phase 3; Pitt County, NC
Dear Kyle:
A. Sydes Construction is planning to construct Phase 3 of the Laurie Meadows residential subdivision located off of
Verbena Way in Winterville (Pitt County, NC). You reviewed this project area on 11/24/2014 with Paul Farley and
determined that a portion of the northern ditch is Waters of the U.S. and the other ditch is not jurisdictional. No
wetlands exist within the project area and a representative of Pitt County has confirmed that the ditches are not
subject to buffer rules. No wetland or stream impacts have occurred within other phases of this development.
A portion of the jurisdictional ditch will need to be filled in order to provide an adequate area on which to construct a
home. This fill will result in impacts to 0.026 acre of Waters of the US. On behalf of the applicant, we request the
issuance of a NWP 18 for this impact. Because no wetland impacts are proposed and impacts are under 0.1 acre, it is
our understanding that a PCN is not required. The applicant for this project is:
A. Sydes Construction
c/o Anthony Sydes
P.O. Box 70122
Greenville, NC 28540
Vicinity maps and the site plan are enclosed for your review. Please contact me if you have any questions or need
additional information prior to being able to issue NWP 18. Thank you for your assistance with this project.
Sincerely,
A
Kim Williams
Environmental Scientist
Encl.
Cc: Mr. Stephen Janowski, PE; Rivers & Associates
Mr. Anthony Scarbraugh, NC DWR
Ms. Jennifer Burdette, NC DWR
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

N , ,
G
o`er
F
"Boundaries are approximate and are
not meant to be absolute.
Map Source: ArcGIS World Street Map SCALE 1 = 2000'
Laurie Meadows; Phase 3 LMG
Pitt County, NC www LMGroup net Figure 1
Phone: [phone] •1.866 LMG.1078 Vicinity Map
April 2015 Fax [phone]
LMG # 40 -14 263 3805 Wrightsville Avenue
Wilmington, NC 28403

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Limits of Jurisdiction
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A. SYDES CONSTRUCTION 50 25 0 50'
PO BOX 70122
GREENVILLE, NC 28540 GRAPHIC SCALE: 1 "= 50' -0"
0 NC License: F -0334 PROPOSED WATERS OF THE US FILL MAP
14-4 it ay ers8 CIATES, INC.
``jiII11111/'' riversand associates .com Since 1918
�H CAROB �i�107 East Second Street Engineers
• �(r '• / Weenville, NC 27858 Planners
• SSI
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Laurie Meadows
Phase - 3
WINTERVILLE TWP. - PITT COUNTY - NORTH CAROLINA
Drawn by. HGN
Checked by. JSJ
Approved by. JSJ
Date: 4/14/15
Scale: 1" = 50'
VICINITY MAP
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POND
Limits of Jurisdiction
Waters of the US
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A. SYDES CONSTRUCTION 50 25 0 50'
PO BOX 70122
GREENVILLE, NC 28540 GRAPHIC SCALE: 1 "= 50' -0"
0 NC License: F -0334 PROPOSED WATERS OF THE US FILL MAP
14-4 it ay ers8 CIATES, INC.
``jiII11111/'' riversand associates .com Since 1918
�H CAROB �i�107 East Second Street Engineers
• �(r '• / Weenville, NC 27858 Planners
• SSI
752 -4135 Surveyors
SEAL = Landscape Architects
C_ : LIC. # 12324 • Y
rN r 1P
J. A K
Laurie Meadows
Phase - 3
WINTERVILLE TWP. - PITT COUNTY - NORTH CAROLINA
Drawn by. HGN
Checked by. JSJ
Approved by. JSJ
Date: 4/14/15
Scale: 1" = 50'

1 (TE U
z LEGEND
VICINITY MAP Non - Jurisdictional Ditch
N T.5
Jurisdictional Ditch
WEA9IME DRSfU
M1oEalNS mA® ulacsc
F0 OArtIIMY
20' RILAR
SETBACK
VT
PROPOSED SINGLE
L25 ME1L J FAMILY DWELLING
RM- - PROPOSED 20•
WATER YRER iF UTILITY ESMT. (TYP.)
SUBDIVISION STREET
NOTE•
I. 80' MIN. WIDTH AT NBL
2. MIN. Lot SIZE - 12.500 SF.
3. MAXIMUM HEIGHT - 35'
4. CORNER LOT. SIDE ADJ. TO STREET.
12.5• + 10' • 22.S• MBL
TYPICAL LOT
A14
1�1 /2 °R.
T- 3 R.
CONC n 4
TYPICAL STANDARD CURB SECTION
N3.5
i
1
z
NCGSM 'WNTERVILLE"
N. 853,551.7047
E- 2,473.782.2440
ELEV.. 70.83'
I
N_ I .48C3&O5N3.771 N E 24'.27
I
FLEV.. 67.30'
-4 a �
Y.7W ,F
O Y I
HENRY l ERRAOUNEP rORBFS IOU
14L
w A.AxL E>ees '.
I%
SEEDING SCHEDULE
PERMAN I SEmNG:
DATE.
I I
UUR:E MEADOWS. PHASE 1
IK r. m
_ - _ _.__ S �• @.�• E
' _ /(x; '
LAURIE MEADOWS, PHASE 1 TNT• I In'
YB f2. P. f7 -- NO6 i
$2 R
744331' Y�
S r 0B it
�5i 1r� EE6 IE
EXIS
LAURIE- //7 OC 8- SEWER. u.IM
II LITRACT -B
B- sEw @ fi PVL WATFA (m) TOY I P
gR � EX. 8- SEWER O
J! B
8 LAIRTE
SEWE8MEw00W5.
9 BO16'S2ti [ 7
67.78'..[[ 1
GING G
40'13.50' W ! I SAD !9E 95' F W. 1
S2A6 : I SUJ
QED
'7B�R y-
72 I
' I (R1 ! I PROPOSED Y SE16EN oM
6" WA ' MITI Y � I U]5R v I I 81 11
EX. EASEME
%' TRACT I ..� °.ARAN.. •� °�� � ;I n'
RFASEkIENT
D `f 4 83
e4 q Tz' .8 3
RN c
sm
IN
rewn a rnw /
RuI1ALE 9xAL[ STANDARD PROCTER �1 121
I• DRAINAGE EW DONALD A STALLINGS
.ME: R'I AIIat 4130°6 / Non - Jurisdictional Ditch c X e ST VIE°
SWTT GREEK DRAINAGE LATERAL / (to be filled)
3'•H. EASEMENT 70' NORTH. W 35' SOUTH
M CAW. CENTJKNE
SO' REUSE RIVER BUFFER FROM TOP OF ATIO
20NE -1. 30' MANAGED FOREST VEGETATION
2ONE -2: 20' YANA(.ED VEGAIAINN. �
JAN t - MAR 31
COMMON BERMUDA CRASS
(UNHU:JED)
20 LBS /ACRE
rb. 2014138
- -1PRDECT
GENERAL NOTES:
CONSTRUCTION SEOIENCE
TALL FESCUE
DRAWING IM. W.3SW
1. DISTANCES SHOWN ARE HOPo20NTA_ GROUND DISTANCES
2. I PRO ARE AS FGLLOWS
SITE DATA:
20 LBS /ACRE
MAINTENANCE SCHEDULE
(UNHULIED)
EUCT IC: YTY F MTES
ELECTRIC: TOWN tK WNIERVILLE
TOTAL ACREAGE ............... ..........................14.41
WETLANDS
U L
S i
,. All eroNon Pnd mNmenl I:ontrd PTalicMe .al In rneckea Ix
TOWN OF WIN
3 UNITS PRECONSTRUCTION MEETING MTH GRADING CONTRACTOR, EROSION
............... ..............................0
NO OF L075OTS ................. _...... ....................33
\
elobtlWy Pna oPWOtbn 1dbNlHls •'1YY run -oN proeurL15 rdnloll bu! M
w :Mes tnm onu eYe.y weeA. AnT rnedae r4P9VC MY a mdse
CONTROL ADYMISTRArM. PROJECT ENGINEER AND OWNER.
ROCK aIECK OARS AS
LF IN STREET .................. ..........................1,440
LF
eTmeamtely to mobtPM N. P-11- P4 -g,, IY
a. INSTALL THE PERIMETER SEDRIENT FENCES AND
JHC MST IT TEErIoN AR UND CU PRIOR EO SITE GRAgrvG
5- INSTALL PRDTECi1W MOWN WIIB OUTLETS AND DROP PIPES AND
I-
It
ACREAGE IN R/W ........... ...........................2.34
REFU GE: TOM W TLANDS ILO
3. THERE ARE •NO" WE11.W0$ LOCATED ON ME PROPERTY.
Z. 5eoknent .91 x �fY.lows Irom e.nk,d the Wt 1- .nr. 1, bwo,u
O e
O u
/�EXI9RNG
tHj (TO BE CIfMIED OU: k FILLED)
ACREAGE IN COMMIX) AREA .....................0
To SIM
ATHE SNSTALLAPON
0.5 TALI sea
2 -36• FIN EOUAU ATWN
CM0.1NA SVRWYMS, PLLC (WNTERNIIF, IM.)
S. HORIZONTAL AS -BULT SURVEY AND UPUTY VERFICAIDN
• •' GAR' °e
AVERAGE LOT SIZE .......... .........................15.932 SF 3 yoen.l, .0 b. •Mnowd Lom me NstHY.:, erHY .Hen the MtwoRA
APES TO MATCH BOTTOM OF
EXISTING ZONING.. ........... ...........................R
-10
nee been PppoY'vrwlry 5a5 files. Cove, rM In III- Pna
DOSTYV��ORN AT POND
11
•�,lH '�a(i.'�
'F•Y
CURRENT LAND USE......_ ...... ....................AGRICULTURAL
regoced ,dHln the alMmMnl Pod no loner - Pre@eHY
APHI,
6- TOPOGRAPHIC INFORMATION TAKEN FROM YM BY H.0 NIRRI3,
JR ENCtWEMNC R SURVEYING. P.A, WYTERVILLE. NF
€'65eq�'
i
g;,e¢ ti'•Y
PROPOSED LAND USE ...... ..........................SINGLE
FAMILY
+. 41 .eeaes areoe Hal tw trTYLMd. ra -ee.aw of newwry, and
,0. BEGIN AND COMPLETE ROUGH GRAaNG OPEAAPWS .
11, D15TROUTE TOP SOL
s� _
TOTAL DISTURBED ACREAGE ......................14.1
6. CONSTRUCTION LANS SHALL BE APPROVED BY TIF. TOWN OF
mdmea oawoing LP .paxicaNOns In me rpe1P6M PIr, to monlain
P ayva,YA. Iw,.e YIlq.tww ro..r.
`OP N _ e
�;A'23U 'y,
RuI1ALE 9xAL[ STANDARD PROCTER �1 121
I• DRAINAGE EW DONALD A STALLINGS
.ME: R'I AIIat 4130°6 / Non - Jurisdictional Ditch c X e ST VIE°
SWTT GREEK DRAINAGE LATERAL / (to be filled)
3'•H. EASEMENT 70' NORTH. W 35' SOUTH
M CAW. CENTJKNE
SO' REUSE RIVER BUFFER FROM TOP OF ATIO
20NE -1. 30' MANAGED FOREST VEGETATION
2ONE -2: 20' YANA(.ED VEGAIAINN. �
JAN t - MAR 31
COMMON BERMUDA CRASS
(UNHU:JED)
20 LBS /ACRE
APR ' - AA 31
MMON
CO BERMUDA GRASS
(1NHU:J FD)
GENERAL NOTES:
CONSTRUCTION SEOIENCE
TALL FESCUE
�C
\
1. DISTANCES SHOWN ARE HOPo20NTA_ GROUND DISTANCES
2. I PRO ARE AS FGLLOWS
t OBTAIN PLAN MRROVAS AND KL APPUGBE PEIWITS
20 LBS /ACRE
m
(UNHULIED)
EUCT IC: YTY F MTES
ELECTRIC: TOWN tK WNIERVILLE
Z MG LIMITS OF ROUGH GRADING FOR ROADS HO ESTABLISH GRADE
U L
S i
2 TONS /ACRE
TOWN OF WIN
3 UNITS PRECONSTRUCTION MEETING MTH GRADING CONTRACTOR, EROSION
_
=z :=
\
SANITARY or W
SANITARY SEWER: TORN OF WNTERNLLE
NOMMURI AS NA
CONTROL ADYMISTRArM. PROJECT ENGINEER AND OWNER.
ROCK aIECK OARS AS
EXISTING STORMWATER
POND
NASL TCATIOH: SWDENUNK
GABIf TM: $DIADEM INN
a. INSTALL THE PERIMETER SEDRIENT FENCES AND
JHC MST IT TEErIoN AR UND CU PRIOR EO SITE GRAgrvG
5- INSTALL PRDTECi1W MOWN WIIB OUTLETS AND DROP PIPES AND
I-
It
tilt
�r Nat- JU15UT10N1t ARCH
REFU GE: TOM W TLANDS ILO
3. THERE ARE •NO" WE11.W0$ LOCATED ON ME PROPERTY.
INSTAL RIP RAP PROMC1T N AND ENERGY DISIPATMS
INS
B. NBTALL TFINMRARY GRAVEL CONSTRUCTION ENTRANCE AND USE
O e
O u
/�EXI9RNG
tHj (TO BE CIfMIED OU: k FILLED)
4. 8CJ MY INFORMAT,M TAKEN FROM SURVEY BY CCASTN.
To SIM
ATHE SNSTALLAPON
DATE:
2 -36• FIN EOUAU ATWN
CM0.1NA SVRWYMS, PLLC (WNTERNIIF, IM.)
S. HORIZONTAL AS -BULT SURVEY AND UPUTY VERFICAIDN
7 @CON TO OF STONE BASE AND NR8 AND GUTTER..
6. �JPON THE �MPLEIION OF CURB AND GUTTER BACKFLL CURB AND
_
• � � _ q
APES TO MATCH BOTTOM OF
NNFORMAPO: SHOWN BY: COASTAL CAROLINA SURVEYORS. PLLC
GRADE THE LOTS. INSTALL A MINIMUM OF 4" TOPSOIL BEHIND CURB
°
DOSTYV��ORN AT POND
11
(M:NT NC)
GLITTER THE AND 6 THE AND OF WAY.
ANDS F THE MD INSTALL IEMPOPMY EROSION
Non - Jurisdictional Ditch
APHI,
6- TOPOGRAPHIC INFORMATION TAKEN FROM YM BY H.0 NIRRI3,
JR ENCtWEMNC R SURVEYING. P.A, WYTERVILLE. NF
I
@. INSTALL DRAINAGE
LA D AI
CONTROL MEASURES.
(to be tilled) '
7 ENGINEER OF RECORD: J.S. JHOW9K1 ENGINEERING. PA,
(GREENVILLE. NCI.
,0. BEGIN AND COMPLETE ROUGH GRAaNG OPEAAPWS .
11, D15TROUTE TOP SOL
- _
A ODES CONSTRUCTION
6. CONSTRUCTION LANS SHALL BE APPROVED BY TIF. TOWN OF
12. TEMPORARILY SEED ALL DIST E 8FD AREAS WITH THE EXCEPTION OF
AREAS WHICH CONSTRUCTION MLL CONTINUE.
MELLON DOWNS FUTURE DEVELOPMENT
MNTERVILE (TOWN) PRIOR TO THE CONSTRUCTION.
1WN
13, ME GRADE AND PAVE ROADS.
_
- D
OR J22Y. A. 413
@. ALL RETINA IL HJ STANDARDS. ENT$ 5141 CONFORM TO THE
$THOMAS
,4. PROVIDE PERMANENT) IN ANY EVENT.
W PMO¢ /)MAMA
10, EROSION CONTROL PUN APPROVAL REQUIRED PROP TO
EROSION CONM
FT EXPOSED ILLAI E PLANTED ED OR MM
GROPES LEFT E %POSED MLL 8f R
ICIENT T PORVIDED
CONSTRUCTOI.
F
EROSION TWENTY OR CTURE SUFFICIENT TO RESTRAIN
EXISTING
11. AU UO.ITKS TO BE UNDERGROUND.
(21)CALES
EROSION SE OF TWENTY ONE (Zl) CALENDAR DAYS OF COMPLETION OF
. IN
PRASE D< GRADING.
U
STO RMMA ER
POND
11. HYDRAULIC MAYLIS IS RECUIRED Oi THE WATER SYSTEM.
13. WATER ANO SANITARY SEWER AS -BULLY IIORMATICN PROVIDED
ANY
T O+ EXPOSED
13. PROVIDE A OCJIIID COVEN (TEMPORARY OR PERMANENT)
OF
R
y E
-i
��.
BY THE 1TIMN OF WNIERNIIi.
14. PROJECT IS NOT LOCA ?ED MTHIN THE 100 MEAN f LOOT PLAIN.
SORES 14 COLLIDES DAYS FLATTER C INCLUDING A O< ANY PHASE
GRADING FOR GROPES 3:. OR MITER ,naUOING ALL OTHER SLOPES
�
REMOVE EXISTING VEGETATION A
ORGANIC SGILS 4 RACKF.,I- A
15. A SLNEIY BOW WILL. BE REWIRED BY THE TOME PRIOR TO
APPROVAL RECORDATION OF ME FINAL PLAT . FOR
4.1 OR FLAT" PROVIDE A GRAND COVER (1EYPUIARY OR
PERMANENT) ON EXPOSED SLOPES WITHIN 7 CnLENOM DAYS FOLLOWING
n
17 u-
Limlts of Jurisdiction
,AND
i
I IMPR N NOT ACCEPTED B THE TOW OR
REOU RED oLEME rs a
F R
D f ANY PHA OF OR SUES 3 OR STEEPER
caMPLE oN o PHASE cRADI
••°¢ Y
Proposed waters Impact
YTORM OR CE.
16. STORY TITS INST EASEMENTS SHOWN OVER PIPE APE QENIE,IFO
AL
OSTRU A ALL PETWHENT QKES, SW ATE (HOD) AND GROPES AND
iNSiRUBANCFS MMIN HIGH WAIT' I'M1ER (HOW)) ZONES.
gg
=sl
E
(0.026 ac)
ON APE AS INSTALlEO.
INDIVIDUAL LOi DRIVEWAYS ND SEW SHALL NOT BE INSTAL FD OVER
EXISTING WATER AND SEWER
- . MAY
, ON AND SEDIMENTATION CON Q ME
6. ADDITIONAL FROD TA lA NECESSARY.
IIW REQUIRED BY E STATE OR OWNER I DEEMED NECESSARY.
`
6
1
LIMITS OF DI$TURBANC
NOT BE L
1B. UTILITY SIGN AGE SHALL NOT BE LOCATED MTMN HY
UAHDS OR TOME MAINTAINED EASEMENTS
17, AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES . FIND
MAINE AREAS. AND INSTALL ON 71E
VEITH
E I
WA
\
LANDSCAPE BERM TO BE YANTAMEO BY TIE NAME ORNERY
ASSOCATI15 SHOO),
IN PERMANENT P ORESS`H 700
.B. PER PERMANENT VEGETATION BY ON DRESSING MIN 700 ETI
PER AUK OF cERPL12ER EVERY 6 IIONr115 UNTIL iNE COMPLETION W
prt .°R R F.
A SYDcS CONSTRUCTION
20 PROJECT IS SUBJECT TO RPAPoH BUYERS AS REGULATED By
NODERR
PROJECT.
.Ir
6 i £
C..•TT m n Y
'Y S FUfUBE {� vPYEM
r E'l'y \iy(jEYfLK`F/IE2'IC T ,-L c��. �,1
7HE ST.
11 TOE EET THE SI BEST YHAODAGEM PRACPCIR MENTSOF TH
:O LHEr THE SEOIWwATER MANAGEMENT REOUREYENTS Oi THE
19. MTHIN 6" OF FINAL MADE. RE- DISTPNBUEE S' W TOP SOIL
20. DINE gIADE. PERMINENiLY SEED AND MULUI /w1 LAN05CAPED AREAS.
a ..
1 NW NWRtEt FAT
'OWN TO BE MA VTNNED BY THE NDUE OWNERS
TOME a WATER VW1E IS
11. REMOVE ALL TOMPORMY EROSION AND SEDIMENTATION CONTROL
i�
M
ASSOCATION. INCLUDING ALL WALES
NOT RCSPONSIB_E FOR MANTENANCE OF MY WALES LOCATED
WITHIN THE NOR OF WAY ON DRAINAGE EASEMENT
MEASURES WON COMPLETION AND a MAJZATION Or PROJECT.
t7 4
_
22. STRIP ALL LASTING VEGETATION AND ORGANC MATERIAL. ALL
WITH SELECT MATERIAL AND COWACI TO 95X STANDARD
PROCIOR N MNIWY IF LIFTS.
23. ALL MATER SYSTEM TEES SMALL BE "LOCKED HYDRANT" TYPE
> 24. TRAFrIC ANAYUS REQUIRED.
-
Z. M TY IS NW UXAU MINIM A FWpO rOf HER xmfl(DYKSCOH
PANEL PRBR 3720467400i DART 1/ZIAM.
i
�1mn
SIR m Rl
- MSED
Y" ORAMAGE ESMT.
7
E%6TNG WATERS O THE US
i ®
Y`
CLEMINGL YIJs. i
Liam >m� IY nMt
-.1 SrN2 221
'
IMD�
YIXAXIY No
=
NON- JVR60ITON•L ARCH
>R OR
Niz __1m To 9e4T
LED) OUT k FED)
Pf. (TQ BE Q.EW FLU
1
• n . .M4 RNY lY
....TOTAL mTNla
Eral�.- .r1YFWm tLIINAL HIWA.41rx,
I.u_ -ADS NAW zl
i
¢i....._,nsnxP sTwE
Im'_ie- eaNroulN wla
f
To
R/M. ........ .WPHT r YWY sc4E
RuI1ALE 9xAL[ STANDARD PROCTER �1 121
I• DRAINAGE EW DONALD A STALLINGS
.ME: R'I AIIat 4130°6 / Non - Jurisdictional Ditch c X e ST VIE°
SWTT GREEK DRAINAGE LATERAL / (to be filled)
3'•H. EASEMENT 70' NORTH. W 35' SOUTH
M CAW. CENTJKNE
SO' REUSE RIVER BUFFER FROM TOP OF ATIO
20NE -1. 30' MANAGED FOREST VEGETATION
2ONE -2: 20' YANA(.ED VEGAIAINN. �
JAN t - MAR 31
COMMON BERMUDA CRASS
(UNHU:JED)
20 LBS /ACRE
APR ' - AA 31
MMON
CO BERMUDA GRASS
(1NHU:J FD)
15 L8S /AME
AUG I - DEC 31
TALL FESCUE
60 URS /ACRE
COMMON MWUDA GRASS
20 LBS /ACRE
(UNHULIED)
YEAR ROUND
AGRICULTURAL LIMESTONE
2 TONS /ACRE
YEAR ROUND
FERTLCYN 10 -10-10 HARMS
,ODD LSS /ACRE
YEAR ROUND
MULCH
2 TANS /ACRE (APPRX. SO BALES)
SMALL CAIRN STRAW /ACRE
YEAR ROUND
ANCHOR
H XA 400 D ASPHALT W /ACRE
TACK WITH LR GAL
OR EMULSFILD ASPHALT • 4QO GAL /ACNE
TEMPORARY SEEDING,
DATE:
ARR 15 - AUG I4
GERMAN MILLET
SO LBS /ACRE.
AUG 15 - APR 14
RYE (M,AN
°.O LBS /ACRE
YEAR ROUND
FERTILIZER t0 -10-10 HAYUS
400 LBS /AOK
I*/rT, CUT OR
BACK -S.DFE
PRORMG STANDARD
CURB A QrrKR
,.7 rs TAY 1-1 1 2131 A Riw,
M'46•ST W - 158.60' ` \ \` \..\ 2 AIWUa3 epE 44LAARD M THE WODYHW MEM.m
10' X 8" \ \\ �' a ti TINS MQAI it �' TRL KMImY[M' MS NmMGm MY THE PYE AT TM[
ER STONE \ \ \` 1.1M vpeMlY t3TA1fD Y: N01 IOCAIw eTTW: A SPFgK IlODD AR[w
6. ALL 01m_ N• KHDrsorrY. tRPII!D pSTANEE. w Oe0 rAftM AINTAM
110111M3
FRONT i 25' M& SkDE - 2.5'
REM = 20•
HEIGHT . 35' YAX
MM. LOT SIZE - 12.50D SF
OTHER NBNOPAL
STRUCTURES - 17.5' SIDE Wares WW ne MAsIWI
YN. MONTAGE . 80•
II.
Y
eC P �
1' BC c
r s@.se'''777 5. Y TYPICAL SWALE CROSS SECTION
(AY APpIlg4D BY THE TOW) I I R.iS
90 FT I 1/4' 192 F1.
I 36" MADE 14" O
Y LIMO CYC fUF6 SUB
(AS APPROVED BY THE TOW) CORP ACTDJ su5GRADE
TYPICAL STREET CROSS SECTION
rs.
100 50 0 100'
GRAPHIC SCALE: 1 "= 100' -O"
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