20150366 Ver 1_Site Plans Full Set (03-25-2015)_20150415

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SHEET INDEX
SHEET
SHEET TITLE
ORIGINAL DATE
REVISION DATE
NUMBER
WATER AND SEWER COVER SHEET
WS1.1
UTILITY SKETCH PLAN
CO.0
COVER SHEET
02/06/2015
03/25/2015
CO.1
TOPOGRAPHIC SURVEY
02105/20/5
02/26/2015
SHEET 5
SLOPE AND SOILS MAP
03126/2014
WATER AND SEWER DETAILS - (SHEET 2 OF 3)
C1.0
OVERALL EXISTING CONDITION & DEMOLITION PLAN
02106/2015
03/25/2015
C2.0
OVERALL SITE PLAN
02/06/2015
03/25/2015
C2.1
SITE PLAN - (SHEET 1 OF 3)
02/06/2015
03/25/2015
C2.2
SITE PLAN - (SHEET 2 OF 3)
02/0612015
03125/2015
C2.3
SITE PLAN - (SHEET 3 OF 3)
02/0612015
03/11/2015
C3.0
OVERALL PRELIMINARY PLAT
02/06/2015
03125/2015
C3.1
PRELIMINARY PLAT - (SHEET 1 OF 3)
02/06/2015
03/25/2015
C3.2
PRELIMINARY PLAT - (SHEET 2 OF 3)
02/06/2015
03/25/2015
C3.3
PRELIMINARY PLAT - (SHEET 3 OF 3)
02/06/2015
03/25/2015
C3A
LOT FIT MATRIX - (SHEET 1 OF 4)
02/06/2015
03/11 /2015
C3.5
LOT FIT MATRIX - (SHEET 2 OF 4)
02/06/2015
03/11/2015
C3.6
LOT FIT MATRIX - (SHEET 3 OF 4)
02/06/2015
03/11/2015
C3.7
LOT FIT MATRIX - (SHEET 4 OF 4)
02/06/2015
0311112015
C4.0
OVERALL GRADING PLAN
02/06/2015
03/2512015
C4A
GRADING PLAN - (SHEET 1 OF 3)
02/06/2015
03/25/2015
C4.2
GRADING PLAN - (SHEET 2 OF 3)
02/06/2015
03/2512015
C4.3
GRADING PLAN - (SHEET 3 OF 3)
02/06/2015
03/25/2015
C4.4
BMP PLAN & DETAILS
0210612015
03/11/2015
C4.5
STORM DRAINAGE PROFILE (SHEET 1 OF 3)
02/0612015
03/25/2015
C4.6
STORM DRAINAGE PROFILE (SHEET 2 OF 3)
02106%2015
03/2512015
C4.7
STORM DRAINAGE PROFILE (SHEET 3 OF 3)
02/06/2015
03/2512015
C4.8
STORM DETAILS - (SHEET 1 OF 2)
02/06/2015
03/11/2015
C4.9
STORM DETAILS - (SHEET 2 OF 2)
02/0612015
03/11/2015
C5.0
ROAD PLAN AND PROFILE (1 OF 3)
02/0612015
0311112015
C5,1
ROAD PLAN AND PROFILE (2 OF 3)
02/0612015
03/2512015
C52
ROAD PLAN AND PROFILE (3 OF 3)
02/06/2015
03125/2015
C53
TOM SHORT ROAD INTERSECTION SIGHT DISTANCE
02/06/2015
03/11/2015
(SHEET 1 OF 2)
C5.4
TOM SHORT ROAD INTERSECTION SIGHT DISTANCE
02/06/2015
03111/2015
U7)
(SHEET 2 OF 2)
C5.5
TRAFFIC CONTROL PLAN - PHASE 1
02/06/2015
03111/2015
C5.6
TRAFFIC CONTROL PLAN - PHASE 2
02/06/2015
03/11/2015
C6.0
OVERALL EROSION CONTROL PLAN - PHASE 1
02/06/2015
03/25/2015
C6.1
EROSION CONTROL PLAN - PHASE 1 (SHEET 1 OF 3)
02/06/2015
03/25/2015
C62
EROSION CONTROL PLAN - PHASE 1 (SHEET 2 OF 3)
02/06/2015
03125/2015
C6.3
EROSION CONTROL PLAN - PHASE 1 (SHEET 3 OF 3)
02/06/2015
03/11/2015
C6.4
OVERALL EROSION CONTROL PLAN - PHASE 2
02/06/2015
03125/2015
C6.5
EROSION CONTROL PLAN, PHASE 2 (SHEET 1 OF 3)
02/06/2015
03/2512015
C6.6
EROSION CONTROL PLAN - PHASE 2 (SHEET 2 OF 3)
02/06/2015
03/25/2015
C6.7
EROSION CONTROL PLAN - PHASE 2 (SHEET 3 OF 3)
02/06/2015
03/25/2015
C6.8
EROSION CONTROL DETAILS - (SHEET 1 OF 3)
02106/2015
03/25/2015
C6.9
EROSION CONTROL DETAILS - (SHEET 2 OF 3)
021€3612015
03/11/2015
06.10
EROSION CONTROL DETAILS - (SHEET 3 OF 3)
02/06/2015
03/11/2015
C7.0
SITE DEVELOPMENT DETAILS - (SHEET 1 OF 2)
02106/2015
03/11/2015
C7.1
SITE DEVELOPMENT DETAILS - (SHEET 2 OF 2)
02/06/2015
03/25/2015
LS1.0
OVERALL LANDSCAPE PLAN
02/06/2015
03/25/2015
LS1.1
LANDSCAPE PLAN (SHEET 1 OF 3)
02106/2015
03/25/2015
L81.2
LANDSCAPE PLAN (SHEET 2 OF 3)
02106/2015
03/11/2015
LS1.3
LANDSCAPE PLAN (SHEET 3 OF 3)
02106/2015
03/11/2015
LS1.4
WET POND LANDSCAPE PLAN
02106/2015
03/11/2015
SHEETIN?EX
U
Sheet Number
Sheet Title
WS0.0
WATER AND SEWER COVER SHEET
WS1.1
UTILITY SKETCH PLAN
WS2.0
WATER AND SEWER OVERALL PLAN
WS3.0
WATER AND SEWER PLAN & PROFILE EXIST. MH
WS3A
WATER AND SEWER PLAN & PROFILE PROP. MH
WS3.2
WATER AND SEWER PLAN & PROFILE EXIST. MH
WS4,0
WATER AND SEWER DETAILS - (SHEET 1 OF 3)
WS4.1
WATER AND SEWER DETAILS - (SHEET 2 OF 3)
WS4,2
WATER AND SEWER DETAILS - (SHEET 3 OF 3)
ORIGINAL DATE REVISION DATE
42/0612015
01/21/2015
02/06/2015
02/0612015
02/0612015
02/0612015
02106/2015
02/0612015
02/06/2015
03/25/2015
0312512015
03/2512015
03/25/2015
03/25/2015
03/25/2015
03/25/2015
03/2512015
LOCATED IN p
VILLAGE OF MARVIN, SANDY RIDGE TOWNSHIP,
UNION COUNTY, NC
" PTG PROP/ PROPERTIES LLG
De 2004 PG 864
\ \\ TAX #06198005
\ ZO R - t1NC3EVELOPED '�
PORTION OF , \ VI GE OF MARV / \
PTG PROPERTIES LLr \ I DO HEREBY CERTIFY THAT ON THE DAY OF
DB 6010 PG 853 \ , 20„_,.,,,,, THE VILLAGE COUNCIL OF THE
( 249813 $CI FT FIELD LOCATED T. .$. �\ VILLAGE OF MARVIN, NORTH CAROLINA, APPROVER THIS
5.735 ACRES MCBRIDS, GR EK PRELIMINARY PLAT/ CONSTRUCTION PLAN. THIS
`- -� TO BE COMBINED WITH \ CERTIFICATE OF APPROVAL IS NOT INTENDED TO BE
LONGVIEW SOUTH, LLC) \ / CONSTRUED TO BE APPROVAL. OF THE FINAL PLAT NOR
ONE R UNDEVELOVED `� \ APPROVAL OF THE PROPOSED SUBDIVISION TO BE
LADE OF MARVIN ` PTG PROPERTIES LLC \ \ f RECORDED AT THE REGISTER OF DEEDS.
DB 6010 PG 853
\ TAX #06198002F \
)ZONE R - UNDEVELOPED'. \\ \ L ZONING ADMINISTRATOR
( VILLAGE OF MARVIN
COS " // V �G,�° \\ \N 'o
TAX# 06222517 rL ` \ ��y \\ \ a
PULTE DOME CORP.
48.9 ACRES
ZONE R
STORMWATER DETENTION / \ `,� \Ga
VILLAGE OF MARVIN \ \ ° \ \ -16,
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PULTE HOME CORP. \ \ / / \
TULLAMORE SUBDIVISION \ / / 22 17 > �G
SINGLE FAMILY RESIDENTIAL \
LOT 7 - ZONE R
TAX# 06222479
VILLAGE OF MARVIN \\ \� 23 ( {16
EUGENE C. & WHITNEY BEARD PROP. 30'GREENWAY �s
TULLAMORE SUBDIVISION �\ \ ' \ \ .EASEMENT
SINGLE FAMILY RESIDENTIAL \ 2a 15 \ `
DE3 6291 PG 836 - ZONE R \ \ REMAINING POR'
TAX# 06222478 \ _ \ \ LONGVIEW SOU'
�
VILLAGE OF MA� \\ - ) \ \ DB 1491 PG
\\ 2 PC M FILE
y TAX #06222!
TAREQ &c NOURANA AMIN i = 921,313 SC
TULLAMORE SUBDIVISION 21.15 ACR
SINGLE FAMILY RESIDENTAL \ - - r \ / �-- VILLAGE OF tv
DB 6321 PG 556 - ZONE R r \ v \
TAX# 06222477 \ \ 2$ \ \ 13..,.
VILLAGE OF M IN r
ENGINEERING FIRM: ESP ASSOCIATES, P.A.
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ADDRESS: 3475 LAKEMONT BLVD. n
FORT MILL, SC 29708
PHONE: [phone]
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FAX: [phone] ° i 9 ' N
CONTACT: DANIS E. SIMMONS, PE Q o `°
EMAIL: [e-mail]
DEVELOPER: PULTE HOME CORP.
ADDRESS: 11121 CARMEL COMMONS BLVD., SUITE 450
CHARLOTTE, NC 28226
PHONE: [phone] =LM4
CONTACT: CISCO GARCIA
EMAIL: [e-mail] coon
REVIEW AGENCY: VILLAGE OF MARVIN
ADDRESS: 10004 NEW TOWN ROAD
MARVIN, NC 28173
PHONE: 704 - 843.1680
FAX: [phone] "
3
REVIEW AGENCY: UNION COUNTY PUBLIC WORKS
ADDRESS 500 N. MAIN STREET, SUITE 500
MONROE, NC 28112
PHONE: [phone]
FAX: [phone]
`R��,�t111111JJJ���'
REVIEW AGENCY: NC DOT ���i•1�...CAf�Q���,��'
ADDRESS: 130 SOUTH SUTHERLAND AVE. p
MONROE, NC 28112
RHONE: 704- 218 -5100 LI j1�15E NO.:
V .R
r --058!
REVIEW AGENCY: NCDENR LAND QUALITY �+
ADDRESS: 610 EAST CENTER AVENUE, SUITE 301 �'.'.o•'•., R, ' �':•
MOORESVILLE, NC �SOIAZ�e'`�`,
PHONE: [phone] JrJ)111 tltri�
FAX: 704 - 663 -6040
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REVIEW AGENCY: NCDENR DEMLR �,� >Z CAR
ADDRESS: 1617 MAIL SERVICE CENTER
RALEIGH, NC
PHONE: [phone]
FAX: [phone] E A L
025775
PARCEL M 062220030, 062010070 .'
OWNER. LONGVIEW SOUTH, LLC. �`�a i' ��GIN��¢'r��•':
ADDRESS: � r �c sOAD Ks c�` S oM \ \o cH�o 0
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CONTACT: MITCHELL PUCKETT
PHONE: [phone]
EMAIL: MPUCKETT @GREENLEAFDVLP.COM
LAND DEVELOPMENT PERMIT: A
THE SUBDIVIDER OR DEVELOPER, PULTE HOMES CORPORATION OF
AMBER MEADOW IS HEREBY GRANTED PERMISSION TO COMMENCE
CLEARING AND LAND DISTRUBING ACTIVITY, AS WELL AS COMMENCE
INSTALLATION AND CONSTRUCTION IMPROVEMENTS IN ACCORDANCE
WITH THE APPROVED PRELIMINARY PLAT /CONSTRUCTION PLAN,
APPROVED BY VILLAGE OF MARVIN`S COUNCIL ON (DATE).
ANY CHANGES OR ALTERATION FROM THE APPROVED PRELIMINARY
CONSTRUCTION PLAT SHALL REQUIRE SUBSEQUENT APPROVAL BY THE
VILLAGE COUNCIL PRIOR TO ANY, AND ALL LAND DISTRUBING ACTIVITY.
THE ZONING ADMINISTRATOR CERTIFIES THAT ANY AND ALL
CONDITIONS, PLACED UPON THE PRELIMINARY PLAT/ CONSTRUCTION
PLAN, BY THE VILLAGE COUNCIL, HAVE BEEN MET AND ALL NECESSARY
DOCUMENTATION HAS BEEN ATTAINED.
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BCC REAL ESTATE ZONING ADMINISTRATOR DATE:
DB 5598 PG 854 VILLAGE OF MARVIN, NORTH CAROLINA
PC L FILE 526
TRACT n2 - ZONE R
UNDEVELOPED
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PULTE HOME CORP. 12 \ \ UNION COUNTY
TULLAMORE SUBDIVISION \ 2
SINGLE FAMILY RESIDENTIAL
LOT 4- ZONE 4
TAX# 06222476
VILLAGE OF MARVIe� 28
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PULTE HOME CORP. 9 \A i ..' /� 5
TULLAMORE SUBDIVISION 29 � � \\ �
SINGLE FAMILY RESIDENTIAL \ i0
LOT 3 ZONE R \ rrr A O \A
TAX# 06222475 4
VILLAGE OF MARVI \
PULTE HOME" CORP.
TULLAMORE 31 �\ �p2 p,`�4��e� r / \ / 3
LLAMORE SUBDIVISION ,,
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LOT 2 - ZONE R
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sp TULLAMORE SUBDIVISION \ 33
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TULLAMORE SUBDIVISION `�,j PULTE HOME CORP. 35
PC M FILE 176 -180 TULLAMORE SUBDIVISION
i� TAX# 06222519
ZONE R - COMMON \ % r \ •- i r A - >�" "' �' /
OPEN SPACE
VILLAGE OF MARVIN \$
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CHRISTOS L & /
SHARON H. NAKOS
CANTERFiELD CREEK
DB 5232 PG 895
TAX #06201294
ZONE R - SINGLE
� �� FAMILY RESIDENTIAL
'Q�y VILLAGE OF MARVIN
GRAPHIC SALE
� PAUL E. & REBEGG 0 s0• 100' 200'
T. JEFFREY WILLIAM M. &
P CANT
T. JEF D GREEK VIOLET S. SORENSON
DB 1240 PG 738 GANTERFIELD GREEK
TAX X06201294 DB 1243 PG 112 { IN FEET )
TAX #06201295
ONE R --- SINGLE 1 inch = 100 it.
XMILY RESIDENTIAL ZONE R - SINGLE
FAMILY RESIDENTIAL
VILL�?E OF MARVIN VILLAGE OF MARVIN-
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,THIS SET [S CURRENT TROUGH SHEET DATE 03/25/201 a �
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PRELIMINARY PLAT AND CONSTRUCTION PLANS
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PROJECT INFORMATION
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DRAWL BY:
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PROJECT NUMBER:
BROt.4 ©2
ORIGINAL DATE:
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PROJECT INFORMATION
PROJECT MANAGER:
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DESIGNED BY:
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DRAWL BY:
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PROJECT NUMBER:
BROt.4 ©2
ORIGINAL DATE:
02/116/2(315
SHEET:
C000

NOTES:
/ \
SUBJECT PROPERTIES OWNED BY. LONGVIEW SOUTH, LLC. & PTG PROPERTIES, WETLAND NOTES: � /
LLC / /
\ \ ` WETLAND DELINEATION BY WETLAND AND NATURAL RESOURCES CONSULTANTS
THIS IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED FOR SALES, \s / /// AND FIELD LOCATED BY ESP ASSOCIATES ON 0311812015.
CONVEYANCE OR RECORDATION. BOUNDARY LINES TAKEN FROM SURVEY BY
ESP ASSOCIATES, P.A. ENITILED " BOUNDARY AND RECOMBINATION SURVEY OF
TAX PARCELS 06222003C AND 06201007C BEING 24.051 ACRES TOTAL DATED ss
0510512014
FIELD LOCATED\ /
SUBJECT TRACT DEED /PLAT REFERENCES, DB 1491 PG 224, DB 6010 PG 853 TOP OF BANK
AND PLAT CABINET M FILE 181 MCBRIDE CREEK
HORIZONTAL AND VERTICAL CONTROL ESTABLISHED WITH GPS USING NC VRS
NETWORK. HORIZONTAL DATUM- NORTH CAROLINA STATE PLANE COORDINATE
\ /
A PORTION OF THE PROPERTY SHOWN HEREON DOES LIE
WITHIN SPECIAL FLOOD HAZARD ZONES ACCORDING TO FLOOD INSURANCE f \ ss\ / N OF
RATE MAP 3710445600L COMMUNITY PANEL #4456L OF MECKLENBURG :: \ / LONGVIEW
COUNTY, NORTH CAROLINA, DATED FEBRUARY 19, 2014. ALL FEMA FLOOD LONGVIEW SOUTH, LLC
LINES SCALED FROM PANEL #4456L \ d =�/ s\ / / DB 1491 PC M FILE G 8124
ALL DISTANCES SHOWN ARE HORIZONTAL GROUND UNLESS NOTED OTHERWISE TAX #06222003C
\ � � ' � °�`� � 301,260 SQ FT FT
s \ 7.00t ACRES
10' X 70' SIGHT TRIANGLES AT ALL INTERSECTIONS PER PLAT CABINET M FILE / . s TO BE COMBINED WITH \ \
181 #06201007-
\ : � •• - � z �, \
NO OBSERVABLE EVIDENCE OF BURIAL GROUNDS WITHIN THIS SITE NOR WERE \
H FIRM �t `�/ �\ a LONGVIEW SOUTH LLC
ANY REPORTED TO THIS \ \ �, \
�P/ \ SSMH N \ DB 2004 PG 864
MCBRIDE CREEK IS SUBJECT TO STREAM BUFFERS AND OTHER SETBACK \ 5� / ss\ RIM- 584.85 ��' TRACT ICE 526 \ \
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ORDINANCES THAT MAY NOT BE SHOWN O \ \ o`
COS \\ ```• r \ \ INV IN- 576.68 \ \ 06201007A
:••••.. w.> / ° 4 INV OUT- 576.35 TAX # \ \
UNDEGROUND UTILITIES SHOWN BASED OFF PAINT MARKS OR PIN FLAGS BY i . \ s\ p�n
UTILITY CONTRACTOR. OTHER UTILITIES NOT SHOWN MAY EXIST \ '\ \ > \ s Z �^
POND •.,. .�r?...,.� \°� `\ .•, � _" •°,," „� / P °� \ N \
WATER ELEV - 585.20
AT TIME OF SURVEY ' ep.• ss \
CB, SSMH
RIM - 591.54`'' \ `'' • \ %° \ A '9
RIM - 590.48 INV IN- 582.71 (STUB) \ /� \ ss\ ` ` "F C'
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INV IN- 584.2 Y N\ _ \ \
INV OUT- 584.17 INV OUT- 582.63 Ci f, / \\
,4!rULTE HOME CORPORATION \_ HEADWALLf /
SUBDIVISION r \
TULLAMORE -180 INV (2)24" RCP
PC M FILE 176 \
SSMH '���� 583.97 ...� w;:;,"'"�" � � �, / -,• \
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LOT 8 INV IN- 581.64
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INV OUT- 587.50 iC1t�t1OC3O - APL . -Ht * pC8 ��go + \ / \ \- 6_
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20' SANITARY SEWER \ N\ \
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R MM 592.39 INV OUT- 584.42
INV IN- 580.28 DI (CONC TOP NO RIM)
TOP CONC- 588.60
WEIR INV- 588.10
BOTTOM OF BOX- 585.15
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RIM-591.31
INV IN (A)- 587.31 va / \ \ \ + \ \\ \\• \
INV IN- 585.76 NEW BOUNDARY LINE \
INV OUT- 585.61
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PROPOSED ZONING 83. 58
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IN ss\
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/ \ \ \ ��p� y� DELINEATION BY WETLAND AND NATIONAL \ \
\ \ \ \ \ �f \ RESOURCES CONSULTANTS
\ \
REMAININ'G 11kORTION OF
LONGVIEW LONGVIEW SOUTH, ` =LLC \
/ ;Q DB 1491 \•PG 224
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P.O. Box 7030 3475 Lakemont Blvd.
Charlotte, NC 28241 Fort Mill, SC 29708
704 - 583 -4949 (NC)
803- 802 -2440 SC
www.espassociates.com
21M- 595.73
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SANITARY SEWER MANHOLE
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Data:
+/- 21.16 Acres of 06222003
Ion:
Marvin, NC
n4 Zoning:
Slope
06201007C:
Union County- PUD6-B2
06222003C:
Marvin -0
sed Zoning:
ICD
Acreage:
+/ -24.06 Acres
-
O°A -5% Slope
-
Slope
100
10.1 % -15% Slope
RROI. 100
15.1 % -20% Slope
-
20.1%-25% Slope
-
25.1 % -300°A Slope
r,
PROJECT LOCATION
Marvin, NC
2"
GRAPHIC SCALE
0 100 2w
t INCH= 100 fT.
100
PROJECT NUMBER
RROI. 100
DRAWING NAME
Bx01 -Twn zAwr xcad
-slope Map
DATE
March 26, 1014
DRAWN BY
KAI
CHECKED BY
ML
AGENCY/ SUBMITTAL REVISION
5 of 7

x
LEGEND
i
" \ PROP. DISTURBANCE LIMITS e
EXIST. MAJOR CONTOUR
rk- \ i \ EXIST. MINOR CONTOUR
PTG PROPERTIES
DB 6010 PG 3 EXIST. STORM DRAINAGE
EXIST. SOIL BOUNDARY (TYP) TAX #061 02F /
' - ZONE R NDEVELOD EXIST, WATER LINE -W W W
f K ♦ j \ i\ EXIST. SANITARY SEWER SS
EXIST. FIBER OPTIC LINE F0
EXIST. OVERHEAD POWER LINE -OH-OH --
Q PTG PROPERTIES LLC )
DB 2004 PG 864 EXIST. GAS LINE - G G G
TAX #06198005
\ S R - UNDEVELOPE I
PORTION OF \ I GE OF MARV \ \
EXIST. TREE LINE
PTG PROPERTIES LL�\ \
CAB 6010 PG 853 � � \ LONGVIEW SOUTH, LLC
^�
249813 SO F1
FIELD LOCATED T. .B. \ S DB 1491 PG 224 EXIST. TREENEGETATION TO BE REMOVED
\ j 5.735 ACRES MCBRIDE CR EIS \ j PC M FILE 381
�- TO BE COMBINED WITH \ TAX #06222003C
LONGVIEW SOUTH, LLC \ EXIST. STREAM (TYP.) 301,260 SO FT t
ONE R -- UNDEVELOPED \ ' d
EX. HEADWALL \ UNDEVELOPED
BOTH INV. ELEV., 583.97 LA OF MARVIN PTG PROPERTIES LLC \ \ VILLAGE OF MARVIN \ \
w 24" RCP DB 6010 PG 853
TAX #06198002F \ �,
r EX. DCB )ZONE R - UNDEVELOPED
`�.i� \� E EXISTING CONDITIONS NOTES
RIM. 590.48
INV. IN: 584.25 VILLAGE OF MARVIN`'
,QQQ' INV. OUT: 584.17 POND WATER [ t(' Y. AT I. THIS MAP IS NOT INTENDED TO BE A BOUNDARY SURVEY,
TIME OF SURVEY \5$5.20 © 4 APPROX. FEMA 100 YR.
. ��/ ' gyp\ ` S CROSS-SECTIONS
a 1 LONGVIEW SOUTH LLC 2. THIS PROPERTY IS ZONED WD.
PERMANENT DETI+tSON t �C - A \ p
EXIST. 2` VALLEY CURB TO EASEMENT \\ \ ;R.` \ - B \BASED ON NC GIS O' DB 2004 PG 864 3. SUBJECT DEED REFERENCE DB 1491, PG 224 AND DB 5598, PG 854
\ G,� F' \ FLOOD MAPS \ S� PC L FILE 526
BE REMOVED (TYP.) - COS � - � - � � \\ \1 \ a ZONE R -�
COORDINATE REMOVAL 'A TRACT #1 TAX# 06222517 i `s'S \ \ O�5� UNDEVELOPED 4. SUBJECT TAX PARCEL: #06222003C AND #062010070
WITH PROP. IMPROVEMENTS PULTE HOME CORP. TAX #06201007A
\ \\ -SHOWN ON SITE PLAN 4$.9 ACRES ZONE R 5. BOUNDARY LINE INFORMATION TAKEN FROM "BOUNDARY AND RECOMBINATION SURVEY OF TAX
STORMWATER DETENTION \ ` `�4 \. \ \� \ \ �� UNION COUNTY PARCELS #062220030 AND #06201007C" BEING 24.051 ACRES TOTAL, BY ESP ASSOCIATES, P.A.,
VILLAGE OF MARVIN ` i S " \ © A DATED 0510512014.
��` ��' �. �Cb
TOP . DI (NO R1 _= �:.. \ ��� " �•_ f \� ���� ���(, \���' c 6. TOPOGRAPHIC INFORMATION, SHOWN WITHIN PROJECT LIMITS, TAKEN FROM '"TOPOGRAPHIC
EX. GB BOTTOM: 585.15' -� SURVEY OF A PORTION OF TAX PARCELS #062220030 AND #06201007C" BY ESP ASSOCIATES, P.A.,
RIM: 591.30G , 4 \ SS, \ c'Q \ \ DATED 0212612015.
y APPROX. FEMA 100 YR.
INV. OUT: 587.50 \ f ""'r SS- . ---7ss r �� ^- -A I S� \ ��Ag� \CROSS- SECTIONS 7. HORIZONTAL AND VERTICAL CONTROL ESTABLISHED BY GPS SURVEY USING NCGS VRS
'� 7 589 m F - �� \ BASED ON NC GIS NETWORK. HORIZONTAL CONTROL DATUM: NCSPCS (NAD 8312011), VERTICAL CONTROL DATUM:
1 \
EX. CB - �„� FLOOD MAPS NAVD 88,
RIM: 591.31 -.-_ CONTRACT ©R 3HALI- IN
INV. IN (A): 587.31 REMOVE PORTION OF
q V.
\ -' \� \ \ 8. SUBJECT TRACT IS GRAPHICALLY LOCATED IN ZONE AE PER FEMA FIRM MAP NUMBER
t EXIST. SAN. SWR. {- REMAINING PORTION QF
INV. IN: 5$5.76 � � �. �t, :,�� �, ,� #3770445600K, REVISED 0310212009.
INV. OUT: 585.61 ' `F` �' \ PIPE TO MANHOLE ri ' gyp, A �� \ q9 �S \ \ LONGVIEW SOUTH LLC
\ COORD. WITH DB 1491 PG 224
X24 RCP \�s .\ ¢ i y
WATER AND SEWER `\ s 9. PROJECT BENCHMARK:
TBM FLANGE BOLT' ON FH
PC M FILE 181
PLANS \ `q� `\ �p �OG�y, A
[' ELJLTI 'HOME CORP. ;; \ �. ,` \ y e TAX06222403C ELEV. 697.94 (NAVD88)
A---s %TULLAMORE SUBDIVISION ;- \ ` - \ �G \O 10 \ \ �S \ 921,313 SO FT NORTH: 465,778.24
_r -� Q�•�'' ��1`IQ ` _ 5VGLE FAMILY RESIDENTIAL ` ' PROP. DENUDED LIMITS (TYP.) ? \ �� f" '�� \ 21.15 ACRES EAST: 7,459,600.88
0o LOT 7 - ZONE R EX. DCB / �vv �y ���'
TAX# 06222479 RIM: 590.46_
Q 6 VILLAGE OF VAR INV. IN: 584.56
EUGEN
TUI
SING
DB 6:
DEMOLITION NOTES
1. THE PURPOSE OF THIS PLAN IS FOR DEMOLITION ONLY.
2. ALL NECESSARY PERMITS FOR DEMOLITION SHALL BE OBTAINED BY THE CONTRACTOR PRIOR
TO BEGINNING WORK. CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS FROM DAMAGE
DURING DEMOLITION WORK. ANY OFF SITE AREAS DISTURBED SHALL BE RETURNED TO A
CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION.
3. DEMOLITION MATERIALS NOT SUITABLE FOR FILL MATERIAL SHALL BE LEGALLY DISPOSED OF
OFF SITE. ALL DEBRIS SHALL BE HAULED OFF SITE TO A DISPOSAL AREA APPROVED BY THE
STATE OF NORTH CAROLINA FOR THE HANDLING OF DEMOLITION DEBRIS.
4. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE UTILITIES
AND ENSURING THAT UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT OF
CONSTRUCTIONIDEMOLITION ACTIVITIES ACCORDING TO NC STATE LAW. CONTRACTOR SHALL
VERIFY LOCATION AND DEPTHS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
S. ALL MATERIAL EXCEPT THAT BELONGING TO A PUBLIC OR PRIVATE UTILITY COMPANY SHALL
BECOME THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE
APPROPRIATE UTILITY PROVIDER WHEN WATER, SEWER, GAS, POWER OR COMMUNICATION LINES
AND /OR METERS ARE TO BE REMOVED OR RELOCATED. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR DISCONNECTING ALL UTILITIES IN COMPLIANCE WITH THE TOWN OF
WEDDINGTON, UNION COUNTY PUBLIC WORKS, AND UTILITY SERVICE PROVIDER REQUIREMENTS.
6, ALL STRUCTURES NOT LABELED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGE
DURING ALL PHASES OF CONSTRUCTION. ANY STRUCTURES THAT ARE TO REMAIN THAT ARE
DAMAGED SHALL BE REPAIRED BY THE CONTRACTOR TO A CONDITION EQUAL TO OR BETTER
THAN THE EXISTING CONDITION AT NO ADDITIONAL COST. THE OWNER AND ENGINEER SHALL BE
IMMEDIATELY NOTIFIED OF DAMAGE TO ANY EXISTING STRUCTURE.
7. ALL CURB AND CUTTER AND SIDEWALKS NOTED FOR REMOVAL SHALL BE REMOVED TO THE
NEAREST JOINT BEYOND NEW CONSTRUCTION OR CUT WITH A SAW AND REMOVED.
8. ALL ASPHALT CUTS SHALL BE MADE WITH A SAW WHEN PREPARING PAVED SURFACES FOR
PATCHING OR WIDENING.
9. CONSTRUCTION ENTRANCE AND SILT FENCE PER THE APPROVED EROSION CONTROL PLANS
SHALL BE IN PLACE PRIOR TO DEMOLITION OPERATIONS.
10. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS, AND OTHER TRAFFIC CONTROL
METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE
PROVIDED AND MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT.
11. UNDERGROUND UTILITIES BASED ON THE LOCATION OF PAINT MARKS AND/ OR PIN FLAGS
PLACED BY NC ONE CALL UTILITY LOCATION CONTRACTOR, OTHER UTILITIES WHICH WERE NOT
OBSERVED AND NOT SHOWN HEREON MAY EXIST.
�\ 1ST. EASEMENT TO
PULTE HOME CORP. ` 01
TULLAMORE SUBDIVISION BE ABANDONED
SINGLE FAMILY RESIDENTIALp j
LOT 4 - ZONE 4
TAX# 0622247E ��
VILLAGE OF MARVI \
fQA f `45i
PULTE HOME CORP. ; \,': CONTRACTOR SHALL CLEAR
TULLAMORE SUBDIVISION \ > T AND GRUB EXIST. TREE$ AND
SINGLE FAMILY RESIDENTIAL ° . ~ti VEGETATION AS SHOWN -
LOT 3 - ZONE R \! COORD. LIMITS OF REMOVAL
TAX# 06222475 ` WITH PROPOSED
VILLAGE OF MARVIN \ IMPROVEMENTS (TYP)
PULTE HOME CORP.
TULLAMORE SUBDIVISION
SINGLE FAMILY. RESIDENTIAL
LOT 2 - ZONE R ?
TAX# 06222474
VILLAGE OF MARV
\a
c
.mom PULTE HOME CORP. \\
c-1 TULLAMORE SUBDIVISION \.
C> SINGLE FAMILY RESIDENTIAL
LOT I -- ZONE R CONTRACTOR SHALL REMOVE
TAX# 06222473 ASPHALT, CURB & GUTTER, AND
(�� VILLAGE OF MARVIN SIDEWALK AS NEEDED TO CLOSE/
EXIST. DRIVEWAY CUTS » COORD.
WITH PROP. IMPROVEMENTS (TYP)
PULTE HOME CORPORATION Q PULTE HOME CORP.
TULLAMORE SUBDIVISION
PC M FILE 176 -180 L TULLAMORE SUBDIVISION
TAX# 06222519
ZONE R - COMMON
OPEN SPACE ;
VILLAGE OF MARVIN
CONTRACTOR SHALL
REMOVE AND DISPOSE
OF EXIST. GRAVEL DRIVE
7,2 r
CANTERFIELD CREEK HOME
OWNERS ASSOCATION
DB 1176 PG 319 /
TAX #06201284
\-APPROX, FEMA 100 YR.
CROSS-SECTIONS
BASED ON NC GIS
FLOOD MAPS
\ PROP. TREE PRESERVATION
AREA - NO DISTURBANCE OTHER
` THAN PLANTING MAY OCCUR
WITHIN THESE AREAS (TYP)
BCC REAL ESTATE
DB 5598 PG 854
PC L FILE 5261
TRACT #2 - ZONE R
UNDEVELOPED
�\ TAX #06201007C
UNION COUNTY -
r A
♦ \ ��. J
PROP. TREE PROTECTION FENCE (TYP)
EXIST. SANITARY
\ SEWER MANHOLE (TYP)
- \ CONTRACTOR SHALL INSTALL TREE PROT,
FENCE ALONGSIDE EXIST. ESMT,
EX, CB GO
�.._ RIM: 595.9�,.� �\ \
j^TBM- FLANGE INV. IN: 591.00
1 R(1k T f1 AI r i 1 -1 -1-
SERVE MARVIN CREEK �nnrSViv n. tvHnv
CANTERFIELD CREEK
DB 3396 PG 232 DB 5232 PG 895
TAX #06201294
EXIST. 15' WATER ZONE R - SINGLE
�ko LINE EASEMENT FAMILY RESIDENTIAL
.4P DB. 3429 PG. 25 VILLAGE OF MARVIN
�1� X13 EX. CB
RIM: 599.$9 PAUL E. &REBECCA
INV. OUT :596.27 T. JEFFREY WILLIAM M. &
REMOVE AND DISPOSE OF CANTERFIELD CREEK VIOLET S. SORENSON
:XIST. I.S' MOUNTABLE CURB D8 1240 PG 738 CANTERFIELD CREEK
DB
(TYP.)- COORD. REMOVAL TAX #06201294 T 1243 PG 112
AX 06201295
ONE R - SINGLE T
WITH PROP. IMPROVEMENTS ZONE R -- SINGLE
FA LY RESIDENTIAL FAMILY RESIDENTIAL -
EXIST. MEDIAN TO BE VILLA,E OF MARVIN VI VIN
REMOVED (TYP,) -
COORD. REMOVAL WITH JASON W. HAFENER
PROP. IMPROVEMENTS CANTERFIELD CREEK
\f?B 5767 PG 103
X X06201293
ZON R SING
FAMILY ESIDE AL
VILLAGE RVIN
EX. CB-j / LINE ESTM.
RIM: 597.57 / D13,3429 PG.25
NV. IN: 590.41 /
IN(A): 590.28 /
OUT: 590.04
EX. CB ) /
RIM: 597.81
INV. OUT: 594.06
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PROJECT NUMBER:
BR01.402
ORIGINAL DATE:
02106/2015
SHEET:
C1

I AMBER MEADOW - SHEET INDEX
NOTES:
1. BOUNDARY LINE INFORMATION TAKEN FROM "BOUNDARY AND
RECOMBINATION SURVEY OF TAX PARCELS #06222003C AND
#06201007C" BEING 24.051 ACRES TOTAL, BY ESP ASSOCIATES, P.A.,
DATED 0510512014,
2. TOPOGRAPHIC INFORMATION, SHOWN WITHIN PROJECT LIMITS, TAKEN
FROM -TOPOGRAPHIC SURVEY OF A PORTION OF TAX PARCELS
#062220030 AND #06201007C" BY ESP ASSOCIATES, P.A., DATED
02/26 /2015.
3. ALL ROAD IMPROVEMENTS AT TOM SHORT ROAD ARE TO BE
COORDINATED WITH THE VILLAGE OF MARVIN ENGINEERING
DEPARTMENT PRIOR TO CONSTRUCTION.
4, SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
5. SOILS PRESENT ON SITE: IrA.
6, PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE
SUBMITTED TO COUNTY ENGINEER PRIOR TO CONSTRUCTION.
7. NON -STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
RIGHT-OF -WAY REQUIRE A RIGHT -OF -WAY ENCROACHMENT
AGREEMENT WITH THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION BEFORE INSTALLATION.
8. DIMENSIONS AND COORDINATE POINTS ARE TO BACK OF CURB, EDGE
OF PAVEMENT, OR CORNER OF BUILDING UNLESS OTHERWISE NOTED,
9. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE
WITH STATE AND LOCAL STANDARDS.
10. TOM SHORT ROAD EXTENSION IS A PUBLIC RIGHT OF WAY, AS
2 RECORDED IN PLAT CABINET M, FILE 173. PROPERTY OWNERS WITHIN
THE AMBER MEADOW SUBDIVISION HAVE RIGHT OF ACCESS TO TOM
SHORT ROAD EXTENSION. ANY CHANGES IN THE STATUS OF THIS
PUBLIC RIGHT OF WAY WILL REQUIRE THE PERMISSION OF ALL
PROPERTY OWNERS WITHIN THE AMBER MEADOW SUBDIVISION.
11. THE NCDOT ASSUMES NO RESPONSIBILITY FOR THE STRUCTURES
AND /OR CLOSED DRAINAGE SYSTEM BEYOND THE PUBLIC RIGHT OF
WAY.
12. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE
ATTENTION OF THE OWNER OR ENGINEER PRIOR TO PROCEEDING WITH
WORK.
13. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR
SHALL OBTAIN ALL REQUIRED PERMITS AND APPROVALS FROM ALL
REGULATORY AUTHORITIES.
14. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF
EASEMENTS, UTILITIES, AND RIGHT -OF -WAYS, PUBLIC AND PRIVATE,
PRIOR TO WORKING IN THESE AREAS.
15. GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO
THAT WORKMEN AND THE PUBLIC SHALL BE PROTECTED FROM INJURY.
16. DO NOT SCALE DRAWING FOR ACTUAL DIMENSIONS, AS IT IS A
REPRODUCTION AND SUBJECT TO DISTORTION.
17. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL
DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES(MUTCD), 2003 EDITION AS AMENDED.
18. CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS
AS SHOWN ON THE PLANS.
19. CONTRACTOR SHALL SAW -CUT EXISTING ASPHALT PAVEMENT AREAS
TO TIE IN SMOOTHLY TO PROPOSED PAVEMENT AT DRIVEWAY
ENTRANCES.
20. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH
INSPECTOR.
21, THE ENGINEER WILL PROVIDE THE CONTRACTOR WITH AN ELECTRONIC
FILE OF THESE DRAWINGS UPON REQUEST,
22. SITE INSPECTOR MAY REQUIRE ADDITIONAL. VEGETATION TO SCREEN
PARKING IF UPON SITE VISIT IF IT IS DETERMINED THAT EXISTING
VEGETATION AND TOPOGRAPHY DO NOT ADEQUATELY SCREEN
PARKING.
21 CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY
PALES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE
IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE
RELOCATED AT THE EXPENSE OF THE APPLICANT.
24, ALL PUBLIC SIDEWALKS SHALL COMPLY WITH THE LATEST ADA
ACCESSIBILITY GUIDELINES (2010) AND ANSI A117.1
25. CONSTRUCTION TIME LINE:
ESTIMATED PROJECT COMMENCEMENT: JANUARY, 2015
ESTIMATED PROJECT COMPLETION: MAY, 2015
26. STOP BEFORE YOU DIG. GALL 811. IT'S THE LAW.
\
PTG PROPERTIES L
DB 6010 PG
\ TAX #061 02F
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DB 2004 PG 864 r,
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PORTION OF \ I GE OF MARV \ \
PTG PROPERTIES LL�\ \ �,
DB 601 a PG 853 ♦ \ LONGVIEW SOUTH, LLC
24981.3 SCE FT \ \ \ DB 1491 PG 224 j
5.735 ACRES ♦ \ ) PC M FILE 181
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LONGVIEW SOUTH, LLC) \ J 3031.260 SQ FT
ONE R - UNDEVELOPED \ ♦ UNDEVELOPED
LAGE OF MARVIN j PTG PROPERTIES LLC \ \ f VILLAGE OF MARVIN \
\ DB 6010 PG 853
TAX #06198002F \�
)ZONE R - UNDEVELOPED
VILLAGE OF MARVIN
POND WATER ELEV. AT
TIME OF SURVEY: 585.20 )\ 4a�ti / \ \
PERMANENT DETENTION L �� / \ �p LONGVIEW SOUTH LLC
EASEMENT o. DB 2004 PG 864
COS s,. PC L FILE 526
TAXI 06222517 \ \ \ 40 TRACT #1 - ZONE R
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48.9 ACRES ZONE R - \ \ \ \ �G TAX #06201007A
STORMWATER DETENTION \ \\ \ r, \ "� UNION COUNTY
VILLAGE OF MARVIN
PROP. 6' PLANTING Gp \° /
STRIP (TYP.) / 20 / / \ r
PROP. W CONCRETE �/ `\ \ ♦ \ ��Y \ rO \ \
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PULTE HOME CORP.
TULLAMORE SUBDIVISION
SINGLE FAMILY RESIDENTIAL
LOT 7 - ZONE R
TAX# 06222479
VILLAGE OF MARVt1q
PULTE HOME CORP. \ n
TULLAMORE SUBDIVISION 27
SINGLE FAMILY RESIDENTIAL i i\
LOT 4 -- ZONE 4
TAX# 06222476 /
VILLAGE OF MARVIN" 28
PULTE HOME CORP.
TULLAMORE SUBDIVISION 29 Z
' SINGLE FAMILY RESIDENTIAL o "=
LOT 3 - ZONE R c
TAX# 06222475, a
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VILLAGE OF MARV�,
PULTE HOME CORP.
TULLAMORE SUBDIVISION►
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G LOT 1 -- ZONE R
�- TAX# 06222473
VILLAGE OF MARVIN��
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PULTE HOME CORPORATION
TULLAMORE SUBDIVISION�,� PULTE HOME CORP.
PC M FILE 176 -180 TULLAMORE SUBDIVISION
TAX# 06222519
ZONE R - COMMON
OPEN SPACE
VILLAGE OF MARVIN
o.
CIO f"
CANTERFIELD CREEK HOME
OWNERS ASSOCATION
DB 1176 PG 319 /
TAX #06201284
REMAINING PORTION OF
LONGVIEW SOUTH, LLC
DB 1491 PG 224
PC M FILE 181
TAX y#06222003C
921,313 SQ FT
21.15 ACRES
LEGEND
SITE DATA:
SITE LOCATION:
CURRENT ZONING:
TAX PARCEL NUMBERS:
TOTAL SITE AREA:
PROP, DENSITY
PROPOSED LOTS:
PROP. AREA IN LOTS
PROP. AREA IN R/W
PROP, COMMON OPEN SPACE
LINEAR FEET OF STREET
PROP. CONCRETE SIDEWALK
PROP. STORM DRAINAGE EASEMENT (SIDE)
PROP. SANITARY SEWER EASEMENT
PROP. LANDSCAPE BUFFER
PROP. SIGHT TRIANGLE
PROP. WATER QUALITY BUFFER
EXIST. WETLANDS
EXIST. STREAM
INDIVIDUAL LOT YARDS & SETBACKS:
MIN. FRONT YARD (FRONT LOAD GARAGES)
MIN. SIDE YARD
MIN. SIDE YARD AT CORNER
MIN. REAR YARD
LOTS:
MIN. STREET FRONTAGE
MIN. LOT WIDTH REQUIRED
MIN. LOT WIDTH PROVIDED
IN MIN. LOT AREA REQUIRED
\ AVG. LOT AREA PROVIDED
A MAX. BUILDING HEIGHT
SITE ACREAGE:
APPROX. LOCATION OF PROPOSED 8' GREENWAY TRAIL
WITHIN GREENWAY EASEMENT- FINAL LOCATION TO BE
VERIFIED IN FIELD PRIOR TO CONSTRUCTION - TRAIL SHALL
'PROX LOCATION OF BE NO CLOSER THAN SW TO TOP OF STREAM BANK & SHALL REQUIRED INTERIOR PRESERVATION AREA:
,OP. 30' GREENWAY GENERALLY BE CENTERED WITHIN ESMT. EXCEPT WHERE PROVIDED INTERIOR PRESERVATION AREA:
kSEMENT NECESSARY TO AVOID EXISTING TREES TO REMAIN (TYP))
BCC REAL ESTATE \ REQUIRED CONSERVATION AREA:
\ DB 5598 PG 854
\ PC L FILE 526 PROPOSED CONSERVATION AREA:
TRACT #2 -- ZONE R \ INTERIOR PRESERVATION AREA:
UNDEVELOPED
\ �\ TAX #062010070 \ EXTERIOR PRESERVATION ARI=A:
UNION COUNTY -� \ VIEWSHED BUFFER:
REMAINING DWQ BUFFER:
MARVIN, NC
I -CD
06201007C ( ±2.90 AC)
062220030 (±21.15 AC)
±24.05 AC,
1.82 D.U./AC.
44
9.26 AC (38.5°/x)
220 AC. (9A%)
2.47 AC. (10.3 %)
2,135 L. F.
20 FT (BACK OF SIDEWALK)
5FT
10 FT
20 FT (INTERIOR LOTS)
1.20 AC. (5 %)
2.61 AC. (11 %)
3.60 AG, (15 %)
8,88 AC. (37 %)
2.61 AC.
1.74 AC.
1.10 AC.
3.43 AC.
PROVIDED COMMON OPEN SPACE = POCKET PARKS + POND + INTERIOR AREAS
\IN,
EXIST. WETLAND
ff
Off`.._ _- _ ^ "s= i �141a�1i
TBM- FLANGE
BOLT ON FH - _ _N \�'s�G�'tS�
ELEV.= 597.94 - . ` / \ tin
f 1 �t (NAVD 88) .' `�'O0��
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ACCESS EASEMENT TO
CHRISTOS L. &
DESIGNED BY:
SERVE MARVIN CREEK
SHARON H. NAKOS
CANTERFIELD CREEK
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FAMILY RESIDENTIAL
DB. 3429 PG. 25
VILLAGE OF MARVIN
PAUL E. & REBECCA
WILLIAM M. &
T. JEFFREY
CANTERFIELD CREEK
VIOLET S. SORENSON
S. S
1240 PG 738
AN
CANTERFIELD CREEK
�DT AX #06201294
ONE R - SINGLE
1243 PG 112
TAX #06201295
ZONE R - SINGLE
FAM LY RESIDENTIAL
FAMILY RESIDENTIAL
VILLAGE OF MARVIN
-
JASON W. HAFENER
CANTERFIELD CREEK
\3B 5767 PG 103
X #06201293
Z )N R SING
FAMILY ESIDE AL
VILLAGE RVIN /'
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GRAPHIC SCALE
( IN FEET )
1 inch = 100 ft,
PRELIMINARY PLAT AND CONSTRUCTION PLANS
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PROJECT NUMBER:
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ORIGINAL. DATE:
02JO612015
SHEET:
CIO

STREET CENTERLINE
LINE TABLE
LINE
LENGTH
BEARING
Ll
19.57'
N 65022`44" E
L2
34,52'
S 89 °37'30" E
L3
164.43'
S 6 927'04" E
L4
555,06'
S 25'50'61" E
LS
26.47'
S 62 °32'48" E
L6
184.03'
S 64 °09'09" W
L7
113.94°
N 21 °48`48" W
LS
109.83'
N 14 034°26" w
STREET CENTERLINE CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
C1
400.00'
174.51'
68,66`
173.12'
N 77 052'37" E
24 059.46°'
C2
200.00'
29033'
177.49'
265.50'
S 48 00247" E
83°10'26"
C3
150.00'
50,78'
25.64'
50.54'
S 16008`57" E
19 02347"
C4
150.00`
96,08'
49.75'
94.44'
S 44 °11'49" E
36 °41'57"
C5
175.00'
28721'
187.78'
256.04'
N 68°49'49" W
woro3"
C6
206.00'
2527'
12.65"
25,25'
N 18`11'37" W 1
7 °14'22"
NOTES:
SEE SHEET C2.0 FOR ADDITIONAL NOTES AND INFORMATION
LEGEND
PROP. CONCRETE SIDEWALK
.t y.-
PROP. STORM DRAINAGE EASEMENT (SIDE)
PROP, SANITARY SEWER EASEMENT
PROP, LANDSCAPE BUFFER
PROP. SIGHT TRIANGLE
PROP. WATER QUALITY BUFFER
EXIST. WETLANDS
EXIST. STREAM
EXTERNAL TREE PRESERVATION
AMBER MEADOW - SHEET INDEX SCALE: 1" = 300'
LONGVIEW SOU LLC
4 DB 5598 G 85 4
PC L FILE 526
TRACT #3
EXIST. WETLAND TAX #062010070
2.901 ACRES
UNION COUNTY
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DB AN.s R
PROP, ROAR - BUFF SW R. ESMT.
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DB
OF _ _ _.� __. T _- __ - - -. '
FROM 2 VALLI =Y CURB & ;.,"> w,.n_ : _ -: I :::.:,.... :: -.:.. ... ,. , ,...
PROP. 4 SIDI =WALi� SHALL PRQ�'�4..'��•��_- "- -_-- -_ �'-�' PROP. 2'-6" CURB AND GUTT � < . .. _ 'a" ~�.., ,�.,, � WITHIN GREENWAY EASEMENT - FINAL LOCATION
_ _ GUTTER TO 2.5' STANDARD "- oP. 5 DE AL TYP
S E
MATCH EXIST. AND TIE IN _.�- � ) - �. `4r''i�::�i:. :�: "�� -,�•�` �:�,�- �'i ?i:'•`� i!;`:':cf••::�'.` ... ' .
--° E. � _ -.._.� • � '--� „•:•_.*,.,. - ' .:'PTO BE VERIFIED IN FIELD PRIOR TQCONSTRUCTION
FLUSH TO EXIST. ` P ,,,:., CURB &GUTTER SEE DETAILS
PLANTE)
\i :• %' �'
r
IST Row - DISTANCE TRIANGLE TYP •..
✓F �. ti
•
PROP. SMbEWALK
—
i
-- ,:' . ` •"'':' ' �'' ;' ' TRAIL SHALL BE NO CLOSER THAN 50'
CURB q�
PROP. FJ4VI*MENTSTRIPtNG _ -- �p/ �3
"'=� -= �-•- EX. 2.5 STD. C ` :�
-SEE DETAIL.S ...................'.'.'.'.'.-.-.'.:'^... ...... ::.:'.•.'.'.:'.:•::':'� � — —
—
�
TO TOP OF STREAM BANK &SHAL
L BE
CONC. EXIST. FIRE HYD F (TYP) . ' CENTERED WITHIN S MT.EXCEF T
' .. :
.'.:', -:.:• .......,• ., . WHERE NECESSARY TO AVOID -
EXIST. SIGN (TYP) _ _ _ - ,,.. ': ' :' :� :.'.
`-� '° ° _ - ��' spa' : ?:''- >' ° EXISTING TREES TO REMAIN (TYP)
- - - - - - r':
_ _ PROP, 7A'x10
PROP. .2.. ' -6" _.. .C, ' U •<.._�. , .. R . ..I .,:. �B A_N.D - . . .. . _ ..... . __.. _ ._ . —._, •'._ _ . •._ _ . - . _ � .'.l . / :_ . r F.. , .R. O. . - P.1...A .... :.. P _ H;� AL. .T ( r A C'.K, . F ..I.L.L . 4.T. _ YP )
PROP. ALT R a STD, :...'..:.. / ;'.a. . , ., l .. _ _._.__ .. .. -._ .. S, i . h . _- t-om.:•••- : -. ,. :- • -. . > -, ,,� : t: fixfS. / . I. .G;,.H._T .:_ �. DISTANCE A;a •� .N.: . C-. _ E .., .s.s ....� .,.. .. :: .:. ; . � .......... .� . A ..� .:.-:,.........,:..... ....,.. „
3\ 406 GUTTESWALLMATCwEXIST. EX. 2. TRIANGLE . ... TYP PROF. 2.5' ST A aF.1 -6" MOU�NT- A
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SIDEWALK (TYP)
-�. PROP. 1 ASPHALT BACKF1Lt (TY
-.. 7PROF. WHiiE ^'-�, ,-.�� •�-.�, � .,, '�- --�.�� �+ � ,� �•. „�.., . . �•.
MINI-SKIP LINE P _
EXIST. 15 WATERLINE EASEMENT (TYP) (TYP)
R "
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EXIST.STREI T TRES (TYP)
PROP. SKIP STRIPING - ,_ �` c
( ) GUTTER SHALT, MATCH EXIST. PUBLIC RV PROP. VARIABLE WIDTH / -'�. \
CONTRACTOR SHALL PUB RIV{f WI© �OA� F
TH VARI�� - _ `�' 'PROP. 4` SIDEWALK
MA4NTAIN 14 LANES ALL PROP. CURB &GUTTER ALONG TOM PC M F FAINTER MEDIAN (TYP) - ?1 f -� � : L
ALONG BOTH SIDES OF SHORT ROAD AND AT DRIVEWAY TIE -IN FILE 173 �j SHALL MATCH EXIST. ' t
TOM SHORT ROAD TO TOM SHORT ROAD SMALL BE PROP. 1.5" MILL AND OVERLAY (TYP)
UNDERLAIN WITH 8" OF 825.0 B OR C PROF. FULL DEPTH
TROP. GORE STRIPING
ASPHALT (TYP) PAVEMENT (TYP) 2 (TYP) - SEE DETAILS
2:5" 19,OB DB 3429 GAT WATER EASEMENT =ONC
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8 825.013 OR C , ... X''- °: °, � ` '� `` �IAIV _
CANTERFiELD CREEK DOME OWNERS AS
SOCATION
DB 1175 PG 319 --
TAX #06201284
JASON W. HAFENER ~• `� r
CANTERFIELD CREEK H, NAKOS " _ `X..
DB 5767 PG 103 PAUL E. & REBECCA T. JEFFREY CHRIStOS L & SHARON
TAX #06201293 CANTERFIELD CREEK CANTERFIELD CREEK / --�
SINGLE FAMILY RESIDENTIAL 06 5232 PG 895 / ^ 1 711
ZONE R - pg 1240 PG 738 _
VILLAGE OF MARVIN TAX #06201294
TAX #05201294
ZONE R - SINGLE FAMILY RESIDENTIAL ZONE R _ SINGLE FAMILY RESIDENTIAL
VILLAGE OF MARVIN VILLAGE OF MARVIN
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GRAPHIC SCALE
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SHEET;
C2,1

AMBER MEADOW - SHEET INDEX
STREET CENTERLINE
LINE TABLE
LINE
LENGTH
BEARING
L1
19.57'
N 65 °2244" E
L2
34.52'
S 89 °37'30" E
L3
164.43'
S 6°27'04" E
L4
555,06'
S 25 050'51" E
L5
26.47'
$ 62 °32'48" E
L6
184.03'
S 64 °09'09" W
L7
113.94'
N 2104848" W
L8
1 109.83'
N 14`34'26" W
0
STREET CENTERLINE CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
SEARING
DELTA
G1
400.00'
174.51'
88.66`
173.12'
N 77 °52'37" E
24 °5946"
C2
200.00'
290.33'
177.49•
26540'
S 48 °02'17" E
83 °10`26"
C3
150.00'
50.78`
25.64'
50.54'
S 16 °08'57" E
19 °234?"
C4
150.00'
96.08`
49.75'
94,44'
S 44 °11'49" E
36 °41`57"
C5
175.00'
287.21'
187.78'
256,04'
N 68 049'49" W
94 002'03"
C6
200.00'
25,27'
12.65'
25.25'
N 18 011`37" W
7 °14'22"
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PROP. STORM DRAINAGE EASEMENT (SDE)
',
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� ( PROP. LANDSCAPE BUFFER
�.J PROP. SIGHT TRIANGLE
PROP. WATER QUALITY BUFFER
t- \ . \ _ .. \ EXIST. WETLANDS
EXIST. STREAM
EXTERNAL TREE PRESERVATION
SCALE: 1 300`
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X - SEE GRADING PLAN I 1 j # �' / \ z r } :� ; . �- ' . \: .
' 4 2 :PROP. 5` CONC. SIDE
31 Y4iAE iC
2. :. cn FPE: 598.68.
1.
PROP. ADA4 RAMP � # / / ' �� ' y PROP. 4' PAD FOR BENCHES
8125.00 SF ( i o
i �OP. STOP SIGN R7•
Ef $ Q 1 - I 6 n' 3
P - SEE DETAILS ( } j _ j
f (TYP) r )
Lr _ _
" PRpP. COMMON OPl~N SPACE
s z R��, a -a / 9894.90 SF / yr - :�
_0 {� e? C e � (TYP) - SEE LANDSCAPE PLANS < ` ::•
ROP, ADA RAMP (TYP) - ; ..
SEE DETAILS _ / :7 s> ' f'' : • ^, � u�
r -,✓.
4 ut
:
P;,A C S$ B RAMP (TYP)
/ X
n %
3
r:
PROP. 30 GREEN W . AY • .ESMT.
TYP �
' PULTE HOME CO RP.
t I -
\'
\
KIST. WETLAND
w TULLA MOR E SUBDIVISION nc
Li
is
jj
SINGLE FAMILY RESIDENTIAL s F , �, - ---�'� 1 L6 " `° "' 7 9 . = ' PROP. TERMINAL VISTA
c r E
G3 4
LOT ONE R 0 "P) -r �„ • �_
1 Z R3 B/C
aY
8125,00 F
VILLAGE OF MARVIN TAX 06222473 ate, a ii . F :59.5
^:,� «:•. .
" \'
'•..
j{ .4Iq ! i" i .�: •p: ,r r.( / -F_ ,,; -'s, - �, _ +.' ` a,- \' � Z (b
/`
7
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10103.64 SP Q
uj
<3
- _ PROP. 35x35'
SIGHT DISTANCE PROP-ACCESS
��':.;,. ' ' ` :� • � Ir
f/
` /yr
PROP. 11• LANES ^.
E w/x .•.
NG� \ ���. ,z.:�a .PROP. RETAlN1A1G•'WALL P •: �i
/ � I ESMT, (i"YP) �-
VALLEY CURB AND GUTTER / / / /iss a •' .i.+A
.ei / 1 APPROX. LOC. PROP. A "' Q TO BE DESIGNED BY OTHERS
(TYP) -SEE DETAILS ci j
/ cry MAIL KiOSK/C8U - )3Y SEE GRADING PLAN FOR ELEV.: v, , ' ° � �' \' � ; • .� �
a PROP. 10"470' uj
33 12 +00 OTHERS P .,
f :, �, ��.;,'
SIGHT DISTANCE � �. / ��,_ � _ a -L:: �: =: =' p�o�. �z�rERlci�a �aE. ,✓ I - >
� ! � >��' �� :max .' � � �- .- �.,� ���. .
'x 8125,00 SF TRIANGLE P Y � _ ,� � 4' r':;;- PRESERVATION AREA P - ° - ' ' : : ' W to
._; (TYP) f,� FPE: 598,65 iN ? # TRAIL SHALL BE NO CLOSER THAN 50 TO TOP C3 u� ua
y ( 4i 1 z ,�
w - t� 's_'v _ c. a
w_
40 cn
� $ EA BANK & SHALL >3E CENTERED
-t � PROP. ' LA (TYP)
6 NDSGAPE STRIP
..
fr --
( 10959.82 SP \ � a • : ..
j ', ` a+ . �a \ / " =-rte WITHIN ESMT. EXCEPT WHERE NECESSARY TO
ua w
$$70.62 SF �"`"' � �-'
v- / ..'
s a fii iY
10 E 0 5 'L AVOID XISTIN E
i��: >w G THE S TO REMAIN P
�, t _ I I [ is )
°r m FPE: s ©0.87
� 1094{1.9 S
<a �. 39 I ! �F : I
I / 1
$720.68 ,F FPE: 601.66 ts� c c
I /
>
SIDE YARD I PROP, HULLOING /'�
SETBACK (TYP) /v4 i
m 1 1
34 I 0y n `. :APPROX. LOCATION OF PROP. 8' GREENWAY c7 �
tt cn (K % -1 `.: c } t
r
i �
.7 z
#
#
TRAIL WITHIN GREE NWAX ESMT. -
FINAL $ 25.00 S FPE: 601.37 LOCATION TO BE VERIFIED 1N FIELD PRIOR
R
„ A TO CONSTRUCTION -
`
SEE DETAILS
w�.. Y. -F> 11960.2 F
PULTE HOME CORP. t3 i YARD PC =12 +$9.19 F.:_ t :.; :;
°n 5 SIDE Y ,x._ �` f �� en � i FPE: 598.65 ' . , `'
TULLAMORE SUBDIVISION _ °�•�- :�'�'
►o T •C'a1 DTI' _..' > .:<z�, ':'.mot ��,-,. -
�J4 041 1c .-,. I �..� Y`F ''!' \' \ -\ � " i.•H•h
TAXI (36222519 i3 >s 3 s _ z
_ PROP. STEM WALL (TYP) yG fi (��q ( ,' , y \r . 7 \'
PG •F
BONE R COMMON >':,y� =�., 04 � +7..
- � -t 1
E I r = ( ,.
R35` RAW - SEE GRADING PLAN _ _ � � } ;',. _ 1�, :: � •• �,: ��
5 SIQE YARD:?
PROP. .;r. -�r., ._.._ `. 9206.12 S�' • �.
RO .50' R.O W. P Y ,. Z
OPEN SPACE .'�' � �
a�1 #. \ A
VILLAGE OF MARVIN � PROP. 6' UTILITY AND '-�'
I SIDEWALK EASEMENT P r, - _ '+ �,s
,e7
� +te 10406.60 SE L � _��r ry '��: (` "�' �•�� -�•-' ' ,;_ :` �,' w..
: a f t � I I •r �. ., ,.... -_• ,�('y. ` -' ...... � tY" � ': �_,: ':-• �' � is �: .., + \, � i /i
© us $' B 1I G $125,00 SF i FPE. 601,57 R4 r- / �' �.. • .1 L \ .
=..
p PROP. 5 SIDEWALK _ _ .' il!
�+
(TYP) - SEE DETAILS 3. r $109.71 S; FPE: 59$.65
� - . � �. ,�•- ..' : \'
1L7.4IV (j ltn3 ,'
a . _.,, - - ....- -••t ' �' p'`'er � T - ',_�.': I I �� > � il "� � L -d - +. ...`�.+ \ �. . 'L • ' CN i � -Y f' . ^i. -,j - - fir \• �,'' \'l•'. \ �f
_ _.tr.: . - '�.:. ;�, ': � `E' \' ` # :.ms.. • . �' � : `� - \ � : i' � "� �- \w ' \ \' , I COMMON OPEN SPACE
. = 2 r 1� 2 �
36 $766.19 SF , � • ` ` j 1 .'.
Lu
_z
ujmilli 1111 1
cz 8620.60 t!I y $
_ (f J
/ // / FPE: 6411.57 u) r _ �!GV( ".
// / 7 IRS .� F F:Y - i' 1 : \'� '_,wl�' SO(J
h . PT =1 +35.'10 i C LC ` �' ,
_ 158.$2' 86.50.98 SP 1 k `' F-, :\ tLi
COMMON OPEN SPADE ti ,Y-. # il� S� uj
16 7 $y r ri FPE :559$,65 r :'• : j A('] 6 �'.y'- �"-�'. C'�
PLANT � - - - - - - - r � # #3 � �" d
EFL - PROP. 50` ' f us °° i ai 1 MU620
E�trSHE � 6 „36 /pC1 C �,. • ...:' �- .�' ."..1
BUFFER 8955.41 SP
F y � 6�8�` ,.. # ° � - /• � SIC � - ice. •. •`
PROP. 4' SIDE WALK ALL
SH
MA \
H FJiI$T, AND TIE IN PRO E BUFFER 1 0 ..- { �' : � -
# PROP. EXTE`.`.• .` '•. ; ' . ; �: ul
--- ..�':�..YIEYIC.i�!!? _..�__......._ - __..�__'_' -__. _ � L PROP. .5(). � ' ' . . ' ' . ::,:" =• :.r:w;. '
PLANTE FLUSH TO _ __ __ �_ __ _ __- __ _ - _ i 22 E`js PRL?Ix, ROAD IEW$HEQ PROP. TREE LINE RIOR TREE ......
EXIST. J - PROP, 2`-6" CUR$ AND GUTTER _ T �` -_ _ PROP. 10' TRANSITION =CENTERLINE -- $UPPER PROP_ 20'' S # ePRE$ERVATION AREA '
AN. SWR- ES : _ EA (TYP) .,..,.
"~ FROM 2' VALLEY CU MT
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77 77!77OL4� -� AL K- PR ©�. rC ONC. T P R oP. 35 x3 5` SI GH �� S 01-STANCE TRIANGLE (TYP) CURB IP ROP _ .-
EXI ST, SIGN EXIST. FIDE HYD. I ) PAVEMENT ST
RIP
(TYP) -SEE DETAILS_
.PROP. ST R ^ B/C `- -'.. _.°- -„ •- ,'�;'::;: = :•.�.:': •�� •� �.:: \-
E/P
- i
--- -. PI�OJEC7' IN fl N
ea• F RMATIt�
PROJECT MANAGER: DES
EXIST. ACCESS ~ ";
EASEMENT TO SERVE DESIGNED BY: TMM
�`�
y GRAPHIC SCALD DRAWN BY: MTK
PROJECT NUMBER: BR01,402
40' 0 20' ESQ' 80'
ORIGINAL DATE: 02/46/2015
ow iA11�1a'S b�:low. `
SHEET:
�i
Call bdure yctlrt dig. " • .�.
( IN FEET )
1 inch = 40 ft.
PRELIMINARY PLAT AND CONSTRUCTION PLANSI C2,2

1 AMBER MEADOW - SHEET INDEX SCALE: I"= 300' 1
NOTES:
NOTES AND INFORMATION
STREET CENTERLINE
LINE TABLE
LINE
LENGTH
BEARING
L1
19.57'
N 65 °22'44" E
L2
34.52'
8 8V3T30"E
L3
164AT
S 6°27'04" E
L4
555.06'
S 25°50'51• E
LS
28.08'
S 62°3T48" E
L6
194.03'
S 64- 09'09" W
L7
113.54'
N 21 °48'48" W
LB
1 109.83'
1 N 14°34'26" W
�4
STREET CENTERLINE CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
C1
400.00'
174.51'
$8.66'
173.12'
N T7 °5737" E
24°59'46"
C2
200.00'
290.33'
17TAW
265.50'
848 °02'17 "E
83 °10'26"
C3
150.00'
60.78'
2&64'
50.54'
S 16 °08.57" E
19°2347"
C4
150.00'
96.08'
49.75'
94A4'
S44 °11'49 "E
36°41'57'
CS
175.00'
287.21'
187.78'
256.04'
N 68°49'49" W
94°02'03"
C6
200.00'
25.2T
12.85'
25.25'
N 18 °11'37" W
7 °14'22"
\
\
\
\
\ C
\
\
PTG PROPERTIES LLC
DB 6010 PG 853
TAX #06198002F
ZONE R - UNDEVELOPED
VILLAGE OF MARVIN
PROP. 11' LANES W/
T VALLEY CURB AND
GUTTER(TYP) - SEE
DETAILS
LEGEND
PROP. CONCRETE SIDEWALK PROP.7RANSf710NFRDM
COS 18' TO 11' LANES
'•:""
PROP. STORM DRAINAGE EASEMENT (SDE) TAX# 06222517 4 PULTE HOME
CORP.
- PROP. SANITARY SEWER EASEMENT 48.9 ACRES
_ ZONE R -
STORMWATER AT.
- - PROP. LANDSCAPE BUFFER DETENTION
VILLAGE OF 70>
PROP. SIGHT TRIANGLE MARVIN
PROP. WATER QUALITY BUFFER PROP 16' LANES /
L�L_L LL�1 !fin] W/ 2' VALLEY CURB /
EXIST. WETLANDS AND GUTTER - SEE
i i i I DETAILS
EXIST. STREAM /{
EXTERNAL TREE PRESERVATION /
v
EXIST. 50' R.O.W. OW) 1
I � I
1 PROP. 3�WAY
EASEMENT -�
/
� -PROP. INTERIOR TREE /
PRESERVATION AREA (TYP'�� TRAIL SHALL BE NO CLOSER THAN 50' TO TOP OFD
STREAM BANK 8 SHALL GENERALLY BE CENTERED
/
/ BREAM, 510E /
USE ZONE I - \
w REMAINING PORTION OF
46 MANAGED - J / /
LONGVIEW M FILE 224 C
_ - TAX #062220030 /, f._,_�,.;.;._,
WITHIN ESMT. EXCEPT WHERE NECESSARY TO PROP. RETAINING WAIL (TYP) TO '- MP'r'-
1 AVOID EXISTING TREES TO REMAIN (TYP) BE DESIGNED BY OTHERS - SEE •.`.... b-
/ GRADING PLAN FOR ELEVATIONS
PROP.RETAININGWALLERS - SEE �R BUFF .,_ . .:- „!1 -i -TO
BE DESIGNED BY OTHERS I SEE 5
GRADING PLAN FOR ELEVATIONS
/ �APPROX. LIMITS OF WET
/ 9459' 1 POND - SEE SHEET C4.4
/ - - / - / _
PROP. CONCRETE SPILLWAY
�� � � � rL- _ 8�� � (T1'P) -SEE DETAILS
---� `
i i I I 10:R
11 611 i
S.D.E. (TYP) F9q YgRQ -6
1\ PROP. STEM WALL (TYP) -
/ / / -SEE GRADING PLAN I ( (
FPE: 598.65
> o
/ \ \ FPE: 598.65 I s1 .7 Iw FPE: 598.65 / \_ 0
\ \ 19 I `9 997$.75 SF Ilh^^' I� 17 e / FPE: 598.65
\ 9648.69 SF I I i 1 is 9548.18 SF
\ PROP. FUTILITY I I PROP. 5P I N /
\ AND SIDEWALK I I RO.W.(TYP) I I "+/ 16 / / FPE: 598.65
'\ 29 \ \ EASEMENT (TYP) I I I / / 8125.00 SF /
\
8848.11 SF L- �0►1a / ^� 15
- S
\ // �� /
\ FPE: 598.65 \ \/ / \ i \ / / / 8125.00 SF
xi
�9
�y
/
/
BMP
PROP. W BENCH AND
CONCRETE PAD (TYP)
PROP. COMMON OPEN SPACE
- SEE LANDSCAPE PLANS
PROP. 5' SIDEWALK -
SEE DETAILS
SDE
w
i
_PROP. COMMON OPEN
SPACE(TYP) - SEE r - - - - -., r - - - - --
LANDSCAPE PLANS I I I
1 I I I
1 71 FPE: 600.41 I
1 FPE: 600.41
c I FPE: 600.41
ry FP1:4598.65 1 13 1 0l 12 11 I
1 9264.99 SF 1 ^� 8125.00 SF �) 8125.00 SF 8758.02 SF
1 PROP. CONC. PAD PROP. 50' I PROP. 6' LANDSCAPE STRIP (TYP)
R.O.W. I
FOR BENCHES (TYP)
I I I I I
I SIDEWALK (TYP) / \ Q
\ / / I 1 • SEE DETAILS i - T-�
PROP 6'
22 / \
/ I I 12679.73 SF / ZSTRIP )/
9380.02 SF
24 / /Q9DKI r - - -
\ 21 1 / 8171.37 SF ,g 1
�( \ 10681.34 SF II / I _ /tea 1 I I
' /Sap �`�'r Z5 al
PROP BUILDING I II / / / / / /4 9188.63 SIF 1 I FPE: 600.62 �E' �'� I
\: SETBACKS (TYP) I 1 / / _ _ _ `\ \ / / v 1 26 27 g 28 IS 1 29 1. 10122.17 SF 8750.00 SF I 8125.00 SF p 1 8125.00 SF
I
/ _ \ B \ I PROP. STEM I
� v � I i WALL (TYP) - SEE
35s+r �y'v+o 1 GRADING PLAN
COMMON OPEN SPACE 87•x• r -- - - ` - - -.
20 SUE 933k' ?0.00'. 65.00 2'SOE 65.00'
PROP. 25' EXTERIOR PRESERVATION STRIP (TYP)
EXIST. 2' CURB PROP. CURB
AND GUTTER (TYP) SHALL TIE FLUSH
PULTE HOME CORP.
11 D 11 T MST. TULLAMORE SUBDIVISION
II SINGLE FAMILY RESIDENTIAL
LOT 7 -ZONE R
11 TAX# 06222479
CONTRACTOR SHALL MILL AND VILLAGE OF MARVIN
II OVERALY PAVEMENT AS NEEDED
TO PRO
WDE SMOOTH TRANSITION
I
II
1
1
II
II
EXNLT. PROPERTY LINE (TYP)
IPULTE HOME CORP.
TULLAMORE SUBDIVISION
SINGLE FAMILY RESIDENTIAL
TARED & NOURANA AMIN I LOT 4 0 ZONE 4
TULLAMORE SUBDIVISION TAX# 06222476
EUGENE C. & WHITNEY BEARD SINGLE FAMILY RESIDENTIAL VILLAGE OF MARVIN
TULLAMORE SUBDIVISION DB 6321 PG 556 - ZONE R
SINGLE FAMILY RESIDENTIAL TAX# 06222477
DB 6291 PG 836 - ZONE R VILLAGE OF MARVIN
TAX# 06222478
VILLAGE OF MARVIN A
I
I
I
L
SDE
I PULTE HOME CORP. I
TULLAMORE SUBDIVISION
SINGLE FAMILY RESIDENTIAL
LOT 3 - ZONE R I
I TAX# 06222475
VILLAGE OF MARVIN
GRAPHIC SCALE
40' 0 20' 40' W' 160'
( IN FEET )
1 inch = 40 Pt.
(PRELIMINARY PLAT AND CONSTRUCTION PLAN
Q E
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4 W Z t ID d p W
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LICENSE NO.:
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PROJECTINFORMATION
PROJECT MANAGER:
DES
DESIGNED BY:
TMM
DRAWN BY:
MTK
PROJECT NUMBER:
BR01.402
ORIGINAL DATE:
02/0&2015
SHEET:
C2.3

m
NOTES:
1.
BOUNDARY LINE INFORMATION TAKEN FROM
I -CD
"BOUNDARY AND RE=COMBINATION SURVEY OF
06201007C ( ±2.90 AC)
TAX PARCELS #06222003C AND #06201007C" BEING
06222003C (±27.15 AC)
24.051 ACRES TOTAL, BY ESP ASSOCIATES, P.A.,
±24.05 AC.
DATED 05105/2014. TOPOGRAPHIC INFORMATION,
/w\
SHOWN WITHIN PROJECT LIMITS, TAKEN FROM
44
"TOPOGRAPHIC SURVEY OF A PORTION OF TAX
9.26 AC (38.5°/x)
PARCELS #06222003C AND ##06201007C" BY ESP
2.20 AC. (9,1 %)
ASSOCIATES, P.A., DATED 02/26/2015.
2,
ALL ROAD IMPROVEMENTS AT TOM SNORT ROAD
2,135 L.F.
ARE TO BE COORDINATED WITH THE VILLAGE OF
Oz
MARVIN ENGINEERING DEPARTMENT & NCDOT
"
PRIOR TO CONSTRUCTION.
3.
SIGHT TRIANGLES SHOWN ARE THE MINIMUM
:�'• �.•• �`
REQUIRED.
4.
PE SEALED SHOP DRAWINGS FOR RETAINING
I I
WALL MUST BE SUBMITTED TO COUNTY ENGINEER
a
PRIOR TO CONSTRUCTION.
5,
NON - STANDARD ITEMS (Ie: PAVERS, IRRIGATION:
SYSTEMS, ETC,) IN THE RIGHT -OF -]NAY REQUIRE
EXIST. STREAM
A RIGHT -OF -WAY ENCROACHMENT AGREEMENT
WITH THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION BEFORE INSTALLATION.
6,
SUBJECT TRACT IS GRAPHICALLY LOCATED IN ,ZONE;
AE PER FEMA FIRM MAP NUMBER #3710445600K,
TREE PRESERVATION AREA
REVISED 03/02/2009.
7.
TOM SHORT ROAD EXTENSION IS A PUBLIC RIGHT
OF WAY, AS RECORDED IN PLAT CABINET M, FILE
173, PROPE=RTY OWNERS WITHIN THE AMBER
MEADOW SUBDIVISION HAVE RIGHT OF ACCESS TO
TOM SHORT ROAD EXTENSION. ANY CHANGES IN
THE STATUS OF THIS PUBLIC RIGHT OF WAY WILL
REQUIRE THE PERMISSION OF ALL PROPERTY
OWNERS WITHIN THE AMBER MEADOW
SUBDIVISION.
2 8.
THIS NCDOT ASSUMES NON RESPONSIBILITY FOR
THE STRUCTURES ANDfOR CLOSED DRAINAGE
SYSTEM BEYOND THE PUBLIC ROAD RIGHT OF WAY.
9.
SOILS PRESENT ON SITE: IFA.
SITE DATA:
1'
11
SITE LOCATION:
MARVIN, NC
CURRENT ZONING:
I -CD
TAX PARCEL NUMBERS:
06201007C ( ±2.90 AC)
MIN. LOT AREA REQUIRED
06222003C (±27.15 AC)
TOTAL SITE AREA:
±24.05 AC.
PROP. DENSITY
1.82 D.UJAC.
PROPOSED LOTS:
44
PROP, AREA IN LOTS
9.26 AC (38.5°/x)
PROP. AREA IN R/W
2.20 AC. (9,1 %)
PROP. COMMON OPEN SPACE
2.47 AC. (10.3°/x)
LINEAR FEET OF STREET
2,135 L.F.
INDIVIDUAL LOT YARDS & SETBACKS:
MIN. FRONT YARD (FRONT LOAD GARAGES) 20 FT (BACK OF SIDEWALK)
MIN. SIDE YARD 5FT
MIN. SIDE YARD AT CORNER 10 FT
MIN. REAR YARD 20 FT (INTERIOR LOTS)
LOTS:
MIN. STREET FRONTAGE
30 FT
MIN. LOT WIDTH REQUIRED
65 FT
MIN, LOT WIDTH PROVIDED
651` I"
MIN. LOT AREA REQUIRED
8,000 SF
AVG. LOT AREA PROVIDED
±8,125 SF
MAX. BUILDING HEIGHT
35`
SITE ACREAGE:
REQUIRED INTERIOR PRESERVATION AREA:
120 AC. (5 %)
PROVIDED INTERIOR PRESERVATION AREA:
2.61 AC. (11 %)
REQUIRED CONSERVATION AREA:
3.60 AC. (15°/x)
PROPOSED CONSE=RVATION AREA:
8.88 AC, (37 %)
EXTERIOR PRESERVATION AREA:
2.61 AC.
INTERIOR PRESERVATION AREA:
1.74 AC.
VIIEWSHED BUFFER:
1.70 AC.
REMAINING DWQ BUFFER:
3.4$ AC,
PROVIDED COMMON OPEN SPACE = POCKET PARKS + POND + INTERIOR AREAS
i � r
i�
�\ 1
PORTION OF r \
PTG PROPERTIES L Q, \
r DB 6010 PG 853 FIELD LOC ED T. .E
249813 SQ FT
5.735 ACRES MCBRID CR E
TO BE COMBINED WITH \
LONGVIEW SOUTH, LLC \
QNE R - UNDEVELOPED \
LADE OF MARVIN PTG PROPERTIES LLC
gyp_ DB 6010 PG 853
TAX #06198002F
)ZONE R - UNDEVELOPED`
VILLAGE OF,MARVIN"
POND WATER E EV. AT
TIME OF SURVEY `,585.20
PERMANENT DET64TION '! f
EASEMENT
COS '
TAX# 06222517 � ' ..-
PULTE HOME CORP. v_
� 48.9 ACRES
ZONE R - `\
STORMWATER DETENTION
\\ VILLAGE OF MARVIN
`2Q
PULTE HOME CORP, 10 O
TULLAMORE SUBDIVISION a 22 17
SINGLE FAMILY RESIDENTIAL
LOT 7 - ZONE R
TAX# 06222479 '� a
VILLAGE OF MARVIN ;AVM
23 bps
EUGENE C. & WHITNEY BEARD
TULLAMORE SUBDIVISION ` �: A
SINGLE FAMILY RESIDENTIAL "' '7„ 24 x x 15
DB 6291 PG 836 - ZONE R
TAX# 06222478 r
VILLAGE OF MA
TARED & NOURANA AMIN
TULLAMORE SUBDIVISION +.
SINGLE FAMILY RESIDENTIAL
OB 6321 PG 556 - ZONE R
TAX# 06222477 26
OF M IN �x 1
VILEAGVILLAGE '
r.
PULTE HOME CORP.
TULLAMORE SUBDIVISION
SINGLE FAMILY RESIDENTIAL It
LOT 4 - ZONE 4
TAX# 06222476 ""' v
VILLAGE OF MARVIN ` 2H Y
4
PULTE HOME CORP.
TULLAMORE SUBDIVISION
SINGLE FAMILY RESIDENTIAL
LOT 3 - ZONE R \ \'
TAX# 06222475 A `ao.
VILLAGE OF MARVI \ p 30,T'=,
PULTE HOME CORP. -a 31
TULLAMORE SUBDIVISION
SINGLE FAMILY RESIDENTIAL
LOT 2 - ZONE R ;
TAX# 06222474
VILLAGE OF MARVik" 32
GC� PULTE HOME CORP. \,
TULLAMORE SUBDIVISION
;i��/ SINGLE FAMILY RESIDENTIAL
L- LOT 1 -- ZONE R
TAX# 06222473
(nom VILLAGE OF MARVIN,_----'
PULTE HOME CORPORATION 0
TULLAMORE SUBDIVISION PULTE HOME CORP.
PC M FILE 176 -180 TULLAMORE SUBDIVISION y�
TAX# 06222519
ZONE R - COMMON
OPEN SPACE
VILLAGE OF MARVIN
PTG PROPERTIES L /
DB 6010 PG 3
TAX X061 02F
ZONE R NDEVELOP D/
GE OF MARVIN
\ EXIST. SOIL`BOUNI
� 1
\
LONGVIEW
1491S LC
PG 224 j
} PC M FILE 181
TAX #06222003C
301,260 SQ FT j
UNDEVELOPED j
APPROX. LOCATION PROP. 30' \
GREENWAY EASEMENT (TYP) \
LONGVIEW SOUTH LLC \
DI3 2004 PG 864
s PC L FILE 526
\ \gyp© TRACT #1 - ZONE R
UNDEVELOPED
TAX #06201007A
VILLAGE OF MARVIN
o3 QG
CANTERFIELD CREEK HOME
OWNERS ASSOCATION
DB 1176 PG 319
TAX #06201284 /
VILLAGE OF MARVIN'
CROSS SECTIONS AND
PROP. WET POND
AMBER MEADOW - SHEET INDEX
LEGEND
a xr -�•
MEMO=
F/7
77\ 777 777
i
INE (TYP) APPROX. LOCATION OF PROPOSED 8' GREENWAY TRAIL WITHIN
GREENWAY EASEMENT " FINAL LOCATION TO BE VERIFIED IN
FIELD PRIOR TO CONSTRUCTION - TRAIL SHALL BE NO CLOSER
THAN 50' TO TOP OF STREAM BANK & SHALL GENERALLY BE
CENTERED WITHIN ESMT. EXCEPT WHERE NECESSARY TO
AVOID EXISTING TREES TO REMAIN (TYP) - SEE DETAILS
BCC REAL ESTATE
\ DB 5598 PG 854
\ PC L FILE 526 \
TRACT #2 -- ZONE R 1
UNDEVELOPED
``� TAX #06201007C
UNION COUNTY — -\
- 'LONGVIEW SOUTH LLC
E\IST.
WETLANDS !DB 5598 PG 854
PC L FILE 526
TRACT #3 \
2 TAX #062010070
2.901 ACRES
UNION COUNTY
PROP. INTERIOR
w i n N. ``_5 =:; -` PRESERVATION AREA
sr
O �C' C, 4
1 \. GO s
TBM-- FLANGE
80LT ON FH
.597,94
(AVD 88),
}` EXISTING CHRISTOS L. & If
-° ACCESS EASEMENT TO SHARON H. NAKOS
SERVE MARVIN CREEK CANTERFIELD CREEK
DB 3396 PG 232 OB 5232 PG 895
TAX #06201294
EXIST. 15' WATER ZONE R - SINGLE
LINE EASEMENT FAMILY RESIDENTIAL
DB, 3429 PG, 25 VILLAGE OF MARVIN
PAUL E. & REBECCA WILLIAM M. &
T. JEFFREY VIOLET S. SORENSON
CANTERFIELD CREEK CANTERFIELD CREEK
�De 1240 PG 738 DB 1243 PG 112
TAX #06201294 TAX #06201295
ONE R - SINGLE= ZONE R - SINGLE
FA LY RESIDENTIAL FAMILY RESIDENTIA
VIL E OF MARVIN VI VIN
JASON W, HAFENER
CANTERFIELD CREEK
',RB 5767 PG 103
X #06201293
ZON R SING
FAMILY ESIDE AL /
VILLAGE RUIN
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GRAPHIC SCALE
( IN FEET )
I inch = 100 it.
PRELIMINARY PLAT AND CONSTRUCTION PLANS
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PROJECT INFORMATION
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CARS `*
SCALE: 1" �- 300"'
DESIGNED BY:
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. LICENSE NO.:
0210612015
- C -0581 .�.
PROP_ CONCRETE SIDEWALK
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PROP. SANITARY SEWER EASEMENT
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GRAPHIC SCALE
( IN FEET )
I inch = 100 it.
PRELIMINARY PLAT AND CONSTRUCTION PLANS
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PROJECT INFORMATION
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CARS `*
SCALE: 1" �- 300"'
DESIGNED BY:
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DRAWN BY:
CAT
PROJECT NUMBER:
BR01A02
. LICENSE NO.:
0210612015
- C -0581 .�.
PROP_ CONCRETE SIDEWALK
•••••••'•c�e
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PROP. STORM DRAINAGE EASEMENT (SDE)
PROP. SANITARY SEWER EASEMENT
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PROP. LANDSCAPE BUFFER
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PROP. SIGHT TRIANGLE
025775
PROP. WATER QUALITY BUFFER
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EXIST. WETLANDS
°pis E S1N+�ji�
I 0
I I
�-
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EXIST. STREAM
TREE PRESERVATION AREA
Kww. wli ars belo w.
ca l bdom you dig,
GRAPHIC SCALE
( IN FEET )
I inch = 100 it.
PRELIMINARY PLAT AND CONSTRUCTION PLANS
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PROJECT INFORMATION
PROJECT MANAGER:
DES
DESIGNED BY:
TMM
DRAWN BY:
CAT
PROJECT NUMBER:
BR01A02
ORIGINAL DATE:
0210612015
SHEET:
C3 :0

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I AMBER MEADOW - SHEET INDEX SCALE: V= 300' 1
LAN TER - -
__ .._1 -
NOTE
SEE SHEET C3.0 FOR ADDITIONAL NOTES
STREET CENTERLINE
LINE TABLE
LINE
LENGTH
BEARING
L1
16.57'
N 65022'"" E
L2
34.52'
S 89 °37'30" E
L3
154.43'
S 6 °27'114" E
L4
555.06'
S 25 050'51" E
L5
28.08`
S 62 °3248" E
L6
184.03'
S 64°(9'09" W
L7
11194'
N 21 048'48" W
L8
109.83'
N 14 034'26" W
O
STREET CENTERLINE CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
C1
400.00'
174.51'
88.66'
173,12'
N 77 052'37" E
24059'46"
C2
200.00'
290.33'
177.49'
245.50'
S 48 °02'17" E
83 °111'26"
C3
150.0€1'
50.78`
25,64'
50.54'
S 16 °08`57" E
19 92347"
C4
150,00'
96,08'
49.75'
94.44'
S 44 °11'49" E
36 °41'57"
CS
175,00'
287,214
187.78'
255.04"
N 68 °49'49" W
94 °02'03"
G6
200.00'
25.27`
12.55'
26.25'
N 18 911'37" W
7 °94'22"
LIGHTING NOTE
PRIOR TO CONSTRUCTION, DEVELOPER SHALL SUBMIT LIGHTING
PLAN TO THE VILLAGE OF MARVIN FOR REVIEW. LIGHTING PLAN
SHALL SPECIFY TYPE OF FIXTURE AND BULB TO BE USED. BULBS
SHALL BE COOL -WHITE COLORED IF AVAILABLE BY UNION POWER
OR UTILITY PROVIDER.
LOT CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
C8
28.430
225.000
007.2396
C9
30.311
200.000
008.6834
C10
58.523
200.000
016.7655
011
58.297
200.000
016.7008
C12
78.084
200.000.
022.3696
C13
58.322
200.000
016.7081
C14
59.262
227.464
014.9275
015
42.455
125,003
019,4596
C16
49.820
225.000
012.6856
C17
59.870
225.000
015.2458
018
59,871
225.000
015.2459
pROP,1.5"
- IKKIGATION _ _.
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4
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C3
2
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S 0 Or PROP. 10' TRANSITION ,
_ _ _ T FROM T VALLEY CURB &
GUTTER TO 2.5' STANDARD '- �
LOT CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
019
59.870
225.000
015.2459
C20
90.078
175.000
029.4920
C21
117.224
175,000
038.3795
C22
24.181
175.000
007.9169
C23
68.835
50,000
078.8786
C24
80.131
51.000
090.0229
C25
40,899
51.000
045.9473
C26
43,637
35,541
070.3490
C27
110.927
150.000
042.3710
C28
135,253
150.006
051.6607
C29
22.112
175.000
007.2396
3
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: 7
1
)P. 5' SIDEWALK TYP
( )
D
REMAINING PORTION OF
LONGVIEW SOUTH, LLC
DB1491 PG 224
PC M FILE 181 €
TAX #162220036,,
921,313 SQ. FT.
21.15 ACRES �
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DISTANCE TRIANGLE (TYP) - 511
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PROP. SAN, SWR, MH (TYP} 1
PROP. EXTERIOR TREE
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PROP. 70' 30
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YP
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- =�• PUBLIC RMi Wt©TH VARIES �
2 CdNTRACTQR SHALL MAINTAIN 14' \ -� __ ___ PCM FILE 173 PROP. VARIABLE
LANES ALONG TOM SHORT ROAD WIDTH PAINTED ) EXIST. STORM PIPE AND
LEFT TURN LANE EXIST. WATERLINE'` '- -- MEDIAN_ _ STRUCTURES (TYP.)
(TYP)
EXIST. 15' WATER LINE EASEMENT
DB. 3429 PG. 25 WATERLINE ALONG TOM 'Ai: _ �
SHORT RD IS APPROX. BASED
CANTERFIELD CREEK HOME 0 ?WNERS ASSOCATiON ON ASBUILTS FROM UCPW
DS 1176 PG 319
TAX 06201284 /
JASON W. HAFENER
CANTERFIELD CREEK H. NAKOS /
D13 5767 PG 103 PAUL E. & REBECCA T. JEFFREY CHRISTOS L. & SHARON
TAX 036201293 CANTERFiELD CREEK CANTERFIELD CREEK
ZONE R - SINGLE FAMILY RESIDENTIAL CD 1240 PG 738 D6 5232 PG 895
VILLAGE OF MARVIN TAX, #06201294 TAX0F�201294
ZONE R °- SINGLY FAMILY RESIDENTIAL ONEEGE 01- SINGLE
FAMILY RESIDENTIAL
VILLAGE OF MARVIN
4
E
O
LEGEND
PROP, CONCRETE SIDEWALK
PROP. STORM DRAINAGE EASEMENT (SDE)
PROP. SANITARY SEWER EASEMENT
PROP. LANDSCAPE BUFFER
PROP. SIGHT TRIANGLE
PROP. WATER QUALITY BUFFER
EXIST. WETLANDS
EXIST, STREAM
TREE PRESERVATION AREA
OVERLAND RELIEF
EXIST. WETLAND
LONGVIEW SOUTH Li_C
DS 5598 PG 854
PC L FILE 526
TRACT 62
TAX ;�062010D7�
126,364• SO 1 f
2,901 ACRES APPROX. LOCATION OF PROP,
UNION COUNTY GREENWAY WITHIN GREENWAY ESMT. -
FINAL LOCATION TO BE VERIFIED IN
_ FIELD PRIOR TO CONSTRUCTION (TYP) -
TRAIL SHALL BE NO CLOSER THAN 50' TO
��'�`'' ° TOP OF STREAM BANK & SHALL BE \
\` "T \_ . \' . CENTERED WITHIN ESMT. EXCEPT WHERE
1 � -
` Vw:1• ,
\ -
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NEGE ARY O AVOID EXIT. TREES TO
\. REMAIN (TYP)
zo
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PROP. 30' GREENWAY
\EASEMENT
' TBM- FLANGE A
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FH .,
N _
BOL
- 7.94 = -
9
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`(NAVD 88):, 5, 1 =XIST. TREE
TYP '
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PROP.
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PROP. TRANSITION
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FROM 4 TO 7
't
CONCRETE ID E AL
PRQP. GREENWAY SHALL TIE
FLUSH TO EXIST. SIDEWALK (TYP)� 15'I I,CP
covc
EX, SSMH PROP. 2'-6" STANDARD �:��•.. �`� -_-_= r
RIM: 6010.96 CURS AND GUTTER (TYP)
INV. OJT: 587.17
IrA I '
EXIST, SOIL TYPE (TYP)
lai'►mw whlaft below.
Call beftM YOU dig.
GRAPHIC SCALE
0 20' 40' au
( IN FEET }
I inch 40 ft.
Innw. what% below.
Call before YOU dig.
PRELIMINARY PLAT AND CONSTRUCTION PLANS
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PROJECT MANAGER:
DES
DESIGNED BY:
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DRAWL BY:
MTK
PROJECT NUMBER:
ca
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0210612015
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PROJECT INFORMATION
PROJECT MANAGER:
DES
DESIGNED BY:
TMM
DRAWL BY:
MTK
PROJECT NUMBER:
BR01,402
ORIGINAL DATE:
0210612015
SHEET:

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0
04
ui
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1 AMBER MEADOW - SHEET INDEX SCALE: V= 300' 1
v
LOT CURVE TABLE
1
LENGTH
RADIUS
PULTE HOME CORP.
I
28.430
225,000.
TULLAMORE SUBDIVISION
ES
30,311
200.400
SINGLE FAMILY
� }
58,523
200.000
RESIDENTIAL
C11
`
200.000
LOT 2 - ZONE R
=
78.084
200.000
TAXI 06222474
t
58.322
\ �
VILLAGE OF MARVIN
C14
59.262
227.464
014,9275
E
t '
42.455
125.003
019.4595
t
7
49,820
225.000
012,6866
C17
59.874
225.000
015.2458
C18
59.871
225.440
015.2459
�' 3t
PLANTER
P LANTE
E
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PULTE HOME CORP.
I
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TULLAMORE SUBDIVISION
CURB AND GUTTER (TYP)
SINGLE FAMILY RESIDENTIAL
LOT 1 - ZONE R
TAX# 05222473
VILLAGE OF MARVIN
Q
C ;
E
IV
m
r-
LOT CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
C8
28.430
225,000.
407.2396
C9
30,311
200.400
008.6834
C10
58,523
200.000
016,7655
C11
58.297
200.000
016.7008
C12
78.084
200.000
022.3696
C13
58.322
200.000
016.7081
C14
59.262
227.464
014,9275
C15
42.455
125.003
019.4595
C16
49,820
225.000
012,6866
C17
59.874
225.000
015.2458
C18
59.871
225.440
015.2459
LOT CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
C19
59.870
225.044
015.2459
C20
90.078
175.000
029.4920
C21
117,224
175.040
038.3795
C22
24.181
175.000
047.9169
C23
68.835
50.000
078.8786
C24
80.131
51,000
090.0225
C25
40.899
51.000
045.9473
C26
43.637
35,541
070.3490
C27
110,927
150.000
042.3710
C28
135.253
150.046
051.6607
C29
22,112
175,000
407.2396
D
STREET CENTERLINE STREET CENTERLINE CURVE TABLE
LINE TABLE
CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA
LINE LENGTH BEARING Ci 400.00' 174.51' 88.86' 173.12' N 77 °52'37" E 24 "59'46"
L9 19.57' N 65 02244" E C2 200.00' 290.33' 177.49' 265.50' S 48 002'17" E 83°10'26"
L2 34.52' S 89 °37'30" E C3 150.00' 50,78' 25.64' 50.64' S 16 °08'57" E 19°23'47"
L3 164AT S 6 °27'04" E C4 150,00' 96.08' 49.75' 94,44' S 44 °11'49" E 36 041'57"
L4 555.06' S 25 050'51 E C5 17540 287.21' 187.78' 256.0x1" N 68 °4949" W 94 002'03"
L5 28.08' S 62 632'48" E C6 200,00' 25.27' 12,65' 25.25' N 18 °11'37" W 7 014'22"
L6 184.03' S 64 009'09" W
L7 113.94' N 21 048'48" W
L8 109.83' N 14 °34'26" W
LEGEND
PROP. CONCRETE SIDEWALK
G3;L • w , PROP. STORM DRAINAGE EASEMENT (SIDE)
PROP. SANITARY SEWER EASEMENT
PROF'. LANDSCAPE BUFFER
JA PROP. SIGHT TRIANGLE
:•.• :;...: PROP. WATER QUALITY BUF=FER
EXIST. WETLANDS
EXIST. STREAM
10' TAPER TAKEN FROM 5'
TREE PRESERVATION AREA
SIDEWALK TO 8' GRI ENWAY
s
e r $
v v
,> x
S
x
7
BH 88 r Fr .�
e �s
OVERLAND RELIEF
' 601, cP
/
•x 1 i f
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601 58
30
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t� APPRfl' FE A 10�'
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CS3 f e . �-., zk�:
1 F �' •�;_ '.Y R,., "-SSG 015
8 25.04 S �.
9
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FPE: 598.65 FPE: &040 {
NOTE E PROP. 20 BASED ON C F Ofl Q
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SEE SHEET C3.0 FO R ADDITIONAL NOTES
�.
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Q
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F 600,40
PE:
1 51.8 �, 9 5. F
04 8 SF 64 5 S
SG ,
PROP. f -
O 5'
�ry 8552.02 SF 1 -
m
IDEWALK
TYP I r _
( )
I /
00 \ : PROP. 1(1'X70 SIGHT � 14147.83 SF
1-- I
PROP. 8" 0900
' \ ♦ PVC WM (TYP.) 94 / f FPE: 598.65
3'I O 54' -I0^ X 84' -s- j.
v
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PROP.ADA
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9
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LOCATION TO BE VERIFIED IN FIELD PRIOR TO
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CONSTRUCTION - SEE
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% •
x � - If a � � OPEN SPACE TYP • �•'•. 1 � .� ,�. TOP OF STREAM BANK AND SHALL
1 i
8125.00 SF s
°s5 / , POCKET PARK., �' �`� ` r GENERALLY ENTE E I hIIT.
: � is -"`""� :-� , BE CENTERED f3 W THIN ES
EXISI•, SOIL TYPE (TYP) �: �°
:;• "'' usa a
� ^a � ..�' �." EXCEPT WHERE NECESSARY TO AVOID
r
EXISTING TREES TO REMAIN P
Ft m.
b.
010 ^q 6A SF
LIGHTING NOTE
PRIOR TO CONSTRUCTION, DEVELOPER SHALL SUBMIT LIGHTING
PLAN TO THE VILLAGE OF MARVIN FOR REVIEW, LIGHTING PLAN
SHALL SPECIFY TYPE OF FIXTURE AND BULB TO BE USED. BULBS
SHALL BE COOL -WHITE COLORED IF AVAILABLE BY UNION POWER
OR UTILITY PROVIDER,
PROP. TERMINAL VISTA (TY)
r
-o
w� w
�C -rte
RP LAE
x ,zc x PROP, R>= �'�tli�iN�•'
/ /i >, ~_
! PRpP. 314 IRRIGATION . g y `::• _� �',: • .
/ Wf 2 VALLEY CURB �' � _ _^ __ .� 69 '�i ' WALL BY OTHERS , �; it - �•. _ ' . .. \.• .. �' � .;;.
0 ACCE5SE3MT. Fx METER
AND GUlj I�'al rP ) c< r< �1 r jTYP)
P 6r 4 1
�. �A-,Pc;KPu R X . LOC. PRO PE : 598-65 8125.00 SF 0 AIL KI SKtCB BY
K
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.[ .
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t,':.: . , •.-.' -' EXTERNAL
.\
.
TREE PRESERVATION AREA A4,
OTHERS
10959 SF IGHT DISTANCE
�8, .
TRIANGLE YP ) 9 FPE: 600.87 10140.98 SF �flP 39 PP
PROP. BUILDING BUILDING 9724.68 SF
9 's _ �y- •'" • ' '' 2
PAR (T'YP) SETk3ACK (TYP) ��_ . � : - ., � Yt,. , � - '1> ' .:�.- :;,;i; :;�:.: \' : ' ' : : ' - : - ; : � .: ; r •`' ' ' �.: ��. • :: - ' : -
PROP., i:ATERAL (TYPj _ � /.. 601 --- --- � \�. \ � � �p ' :. � .• ��.
/:
PROP, WAT R METER P i FPE: 602,76 \ EXIST. WETLANDS
D
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tQ � x � � FPE: 609:7 � `600 = �a � . :`�
x wv r M
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PROP. 60' R.O.W. (TYP) R�'3S , , - _ _ .-�.. „ _:.. � # (/ D � ,r�.- , , f' � ' - �' �, ' �• =
PROP .. b UTILITY A N R W 3� \
• �.:�.
v
61DEWALK EASEMENT P
� 10406.60 SF 1 � -� �'` �� [ .�• �' :�• `;• �,: ;.: �;- �' �s.,
35 F
8125.00`SF FPE: 601.57 _
... - I 601
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645 PRO •2" x 2
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� - ¢ 8282:98 SF'
�. Via= - ��:`;'���_`•`: - �• � ::'
601 PROP. ST 37 ° \ ::, - . �• .''- h. �.
.. .: .,, .• .,, _ _ _ ' \, f •,� .�. , •'``,,.'' �'�
,
:
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GRADING. ... : 2 4 ... .. 8766.19-SF
*- ,v'e `. .f � - ' - : , ., , 1 � ��'. ... ,c,'. '-'�' �• • . Y \ - . �, �.
in RO . EXTERIOR TREE
t1 t1s a�
PROP. STORM � � � ' iR � � * � ;, .�• �-
,, 7" O ws 1 1 Q r wM,� i PRESERVATION AREA P)
Y4 f' S STRUCTURES cy 599 +� �
8624.60 SF ::
� r z
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AND E P 99 �
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FIRE. 6 1:57 �1 V �.;
s� IRRIGATION f. ` .' csts
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PROP 50' VIEWSHED BUFFER a `164
R,. .83 8955.4,1 SF w} ,. /. 1 FT
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TULLAMORE SUBDIVISION
TAX# 06222519
b
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OPEN SPACE
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VILLAGE OF MARVIN
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PROP. 2' -6" STANDARD
CURB AND GUTTER (TYP)
LIGHTING NOTE
PRIOR TO CONSTRUCTION, DEVELOPER SHALL SUBMIT LIGHTING
PLAN TO THE VILLAGE OF MARVIN FOR REVIEW, LIGHTING PLAN
SHALL SPECIFY TYPE OF FIXTURE AND BULB TO BE USED. BULBS
SHALL BE COOL -WHITE COLORED IF AVAILABLE BY UNION POWER
OR UTILITY PROVIDER,
PROP. TERMINAL VISTA (TY)
r
-o
w� w
�C -rte
RP LAE
x ,zc x PROP, R>= �'�tli�iN�•'
/ /i >, ~_
! PRpP. 314 IRRIGATION . g y `::• _� �',: • .
/ Wf 2 VALLEY CURB �' � _ _^ __ .� 69 '�i ' WALL BY OTHERS , �; it - �•. _ ' . .. \.• .. �' � .;;.
0 ACCE5SE3MT. Fx METER
AND GUlj I�'al rP ) c< r< �1 r jTYP)
P 6r 4 1
�. �A-,Pc;KPu R X . LOC. PRO PE : 598-65 8125.00 SF 0 AIL KI SKtCB BY
K
� • ::�:-
tom'
- � R '• ,
.[ .
, "•,�",��
t,':.: . , •.-.' -' EXTERNAL
.\
.
TREE PRESERVATION AREA A4,
OTHERS
10959 SF IGHT DISTANCE
�8, .
TRIANGLE YP ) 9 FPE: 600.87 10140.98 SF �flP 39 PP
PROP. BUILDING BUILDING 9724.68 SF
9 's _ �y- •'" • ' '' 2
PAR (T'YP) SETk3ACK (TYP) ��_ . � : - ., � Yt,. , � - '1> ' .:�.- :;,;i; :;�:.: \' : ' ' : : ' - : - ; : � .: ; r •`' ' ' �.: ��. • :: - ' : -
PROP., i:ATERAL (TYPj _ � /.. 601 --- --- � \�. \ � � �p ' :. � .• ��.
/:
PROP, WAT R METER P i FPE: 602,76 \ EXIST. WETLANDS
D
y� �' �'.
tQ � x � � FPE: 609:7 � `600 = �a � . :`�
x wv r M
- f �; ';.
8 25.04 SF � � �_.,
'�,. W - ,._ -. ~_'�� X644
.err a ' i
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t r �
j 1 \.
}
[ ^i \
119 4.82 F _
1 6 S _ ,�
\ ti
PE• 59$.65 � �
+ 9.19 643 0 -
=12 8 � m ,. -�
C 1 - �.
P ' 6 t ttl �
R:,
Q 9206,12 SF�
PROP. 60' R.O.W. (TYP) R�'3S , , - _ _ .-�.. „ _:.. � # (/ D � ,r�.- , , f' � ' - �' �, ' �• =
PROP .. b UTILITY A N R W 3� \
• �.:�.
v
61DEWALK EASEMENT P
� 10406.60 SF 1 � -� �'` �� [ .�• �' :�• `;• �,: ;.: �;- �' �s.,
35 F
8125.00`SF FPE: 601.57 _
... - I 601
i l
0
PROPS
_ ._ 1 4 1
,
..:gy F E: 59$.b5 S 1DEWAL TYP 8 ` 71 F } T m a
645 PRO •2" x 2
_
'
•;.;, -.
� B.O. VA�:VE us �,' '\ � " � � C ,�•, a• .` �' �' .``,: ; • • �, • �' �: �'' �' �'
� - ¢ 8282:98 SF'
�. Via= - ��:`;'���_`•`: - �• � ::'
601 PROP. ST 37 ° \ ::, - . �• .''- h. �.
.. .: .,, .• .,, _ _ _ ' \, f •,� .�. , •'``,,.'' �'�
,
:
_..
GRADING. ... : 2 4 ... .. 8766.19-SF
*- ,v'e `. .f � - ' - : , ., , 1 � ��'. ... ,c,'. '-'�' �• • . Y \ - . �, �.
in RO . EXTERIOR TREE
t1 t1s a�
PROP. STORM � � � ' iR � � * � ;, .�• �-
,, 7" O ws 1 1 Q r wM,� i PRESERVATION AREA P)
Y4 f' S STRUCTURES cy 599 +� �
8624.60 SF ::
� r z
N IP i 5 ~- L2 ti.
AND E P 99 �
� G
< -3 a 1~
FIRE. 6 1:57 �1 V �.;
s� IRRIGATION f. ` .' csts
t' w
-
x�p a0 ) D
/
`
��IifIETER m ,_: �. (r� /• SSS �r�•i ., :_,� �- '`'
i
\ '! [(} L
P 1+35 � C
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6 � 1
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I
5
6
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s �
8
s , , •
,
A
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V /
k
2s � #
PROP 50' VIEWSHED BUFFER a `164
R,. .83 8955.4,1 SF w} ,. /. 1 FT
f a' l•
609 r
670 '. ; � pa � . •° ea ° ^t." '
71 _77 - -B- p r -_ P RANS1TrON r ._ ... _
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[? STAN I� ._.� ,-
1"x1
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PRO a.
- - a STOP ,�
.. . IGN R Dui _ . ; ,_�^ - - . LLJ
_ RAMP /+ � .. ^ . ,.. �<.. . _ '�:
4 -5 SP
y.. 1 1 � I.L
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PROP.
5'X3
6 SI T
O TB FLANGE TR1AN GLE(TyP) BOLT ON F p
1 W
840 `::PROP. ELEV. 597.94
R>~ELIN> (TYp , #
EXI5T, FIRE FIYDRAN ��� � �•- '. PRi3p ;.i?A��AdBAJ,.':'''•'.,`� -.'_` - R -30 B/ �, `--� - -•-. -- I
20
^ ,:..- _.,...� ... -., - .....,.. •.:.....- ..::. •-.,, a �'� fit.
:
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`SIDEWALK
',:1:• •.: < -- •'- ',.:'::=.:'� � 5 "PROP. VIEW SHED
.. .•; �: EiP^ � - - � - - (TYP) .. -• ::;;..:'�� PROJECT INFORMATION
5 • `'` MCP ••'° `•,° . -.. --- --�
BUFFER BERM (TYP) /•�
_ PROJECT MANAGER: DES
•.., - -- -_ _. ., 1 , r�••• -• w DEzu'ICiNEI)BY; TMII�
�` "� G�- \
GRAPHIC SALE _ - -- ~� _ ,
4fl' 0 20' 4a' so' rso' $3 C DRAWN BY: MTK O ��, . r �- l
PROJECT NUMBER: BRO1.402
- ,rtLt
( iN FEET )
1 inch = 40 it.
Gall before you dig, ORIGINAL DATE: 0210612015
SHEET:
PRELIMINARY PLAT AND CONSTRUCTION PLANS
C3.2
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PROP.
5'X3
6 SI T
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1 W
840 `::PROP. ELEV. 597.94
R>~ELIN> (TYp , #
EXI5T, FIRE FIYDRAN ��� � �•- '. PRi3p ;.i?A��AdBAJ,.':'''•'.,`� -.'_` - R -30 B/ �, `--� - -•-. -- I
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`SIDEWALK
',:1:• •.: < -- •'- ',.:'::=.:'� � 5 "PROP. VIEW SHED
.. .•; �: EiP^ � - - � - - (TYP) .. -• ::;;..:'�� PROJECT INFORMATION
5 • `'` MCP ••'° `•,° . -.. --- --�
BUFFER BERM (TYP) /•�
_ PROJECT MANAGER: DES
•.., - -- -_ _. ., 1 , r�••• -• w DEzu'ICiNEI)BY; TMII�
�` "� G�- \
GRAPHIC SALE _ - -- ~� _ ,
4fl' 0 20' 4a' so' rso' $3 C DRAWN BY: MTK O ��, . r �- l
PROJECT NUMBER: BRO1.402
- ,rtLt
( iN FEET )
1 inch = 40 it.
Gall before you dig, ORIGINAL DATE: 0210612015
SHEET:
PRELIMINARY PLAT AND CONSTRUCTION PLANS
C3.2
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AMBER MEADOW O SHEET INDEX
LEGEND
ss
O
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0
n
LIGHTING NOTE
PRIOR TO CONSTRUCTION, DEVELOPER SHALL SUBMIT LIGHTING
PLAN TO VILLAGE OF MARVIN FOR REVIEW. LIGHTING PLAN SHALL
SPECIFY TYPE OF FIXTURE AND BULB TO BE USED. BULBS SHALL
BE COOL -WHITE COLORED IF AVAILABLE BY UNION POWER OR
UTILITY PROVIDER,
,rf : :.
APPROX, LOCATION OF PROPOSED GREENWAY
TRAIL WITHIN GREENWAY EASEMENT, FINAL TRAIL SHALL BE NO CLOSER THAN 50' TO TOP OF STREAM fir. _' .
BANK AND SHALL GENERALLY BE CENTERED WITHIN i
LOCATION TO BE VERIFIED INFIELD PRIOR TO -- c� �
- ESMT. EXCEPT WHERE NECESSARY TO AVOID EXISTING
CONSTRUCTION ^SEE DETAILS TREES TO REMAIN (TYP ) -
5% 71151
,.
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tt�
O g
�---� 0
N
La t"3
i1
4
... ...........
...........
:...............:............ .
...................
..
Q �
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2 --�- °
't:
::: mo .
.r- .
...........
SCALE. ._ •.r.•. ,
_ 1 300 .............................
........ ................
i
SIDE
PROP. CONC CONCRETE SIDEWALK
ALK
PROP. STORM DRAINAGE EASEMENT (SDE)
PROP. SANITARY SEWER EASEMENT
PROP. LANDSCAPE BUFFER
PROP. SIGHT TRIANGLE
PROP. WATER QUALITY BUFFER
EXIST. WETLANDS
EXIST. STREAM
TREE PRESERVATION AREA
OVERLAND RELIEF
STREET CENTERLINE CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
C1
400.00'
174.51'
88.66'
1 173,12'
N 77 °52'37" E
24 °59`46"
C2
20fl.fl0'
290.33'
177.49'
265,5fl'
S 48 °02'17" E
326"
C3 C3
150.04'
50.78'
25.64'
50.54`
S 16 °08'57" E
19 023'47"
C4
1 150.00'
95.08'
49.75'
94,44`
S 44 °11'49" E
36941'57"
C5
175.00'
287.21'
187.78'
256.04`
N 68 949'49" W
94 °02'03"
C6
20fl.00'
25.27'
12.65'
25.25'
N 18 °11'37 _.
I 7 °1422"
STREET CENTERLINE
LINE TABLE
LINE
LENGTH
BEARING
L1
19.57'
N 65 °2244" E
L2
34.52'
S 89 937730" E
L3
164.43'
S 6027114" E
L4
555.06'
S 25 °50'51" E
L5
28.(16'
S 62 03248" E
L6
184.03'
S 64 °08'09" W
L7
113.94'
N 21-48'48- W
LS
109.83'
N 14 °34'26" W
LOT CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
C8
28.430
225.000
407.2396
C9
30.311
200.000
408.6834
CIO
58.523
200.040
015,7655
C11
58.297
240.040
016.7008
C12
78.084
200.044
022.3696
C13
58,322
200.000
416.7081
C14
59,262
227.464
014.9275
C15
42.455
125.043
419.4596
C16
49.824
225.000
012.6866
C17
59.874
225.400
015.2458
C18
59.871
225.404
015.2459
LOT CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
C19
59.870
225.000
015.2459
C20
90.078
175,000
029,4920
C21
117.224
175.004
038.3795
C22
24.181
175.044
447.9169
C23
68.835
50.000
078,8786
C24
80.131
51.000
094.0229
C25
40.899
51.000
045.9473
C26
43.637
35.541
0703494
C27
110.927
154.000
042.3710
C28
135.253
150.006
051.6607
C29
22.112
175.004 j
407.2396
............
` � PFiOR. WATER QUALITY &
..........
r � `�:::;;•::: ::: �:::.:' :�'::'::.: ':::::�:: �':.. / _ - - -' O DETENTION WETPdND ................ ,....... .... '� �a -
9
_ 87
y
r
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/ APPROX. LOC. PROP. 30'
I . -- . _ >;,.. :;...\. \
YFA o OD
GREENWAY EASEMENT (TY P ) 'rte... PROP. INTERIOR TREE - ..........
g
o,
i
: ..__. ............... ............... ...... -. is
6t1
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PRESERVATION AREA P = _ - _ _ `. , ....,z..., :.:,:. = •.. - ..
9 gi f i
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3
... .... .......
............
oM `
i
_ PROP. RETAINING WAIL ............:::
i . -
..................,.......
BY OTHERS (TYP) :.
/ EXIST. SOIL TYPE (TYP} j / / �1 9 r� wool
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-P � PRQP �Ir
895 i8
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PROP. RETAINING WALL, STRUCTURESTYP} = - 597 c>if4
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PRELIMINARY PLAT AND CONSTRUCTION PLANS
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PROJECT NUMBER:
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PULTE HOME CORP,
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SINGLE FAMILY RESIDENTIAL
1 PULTE HOME CORP,
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TAX# 06222477
SINGLE FAMILY RESIDENTIAL
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VILLAGE OF MARVIN
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TAX# 06222478
TAX# 06222479
VILLAGE OF MARVIN
VILLAGE OF MARVIN
GRAPHIC SCALE
40' 0 20' 40}` 8Q' 1601`
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NOTE
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( IN FEET )
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Call before you dig.
PRELIMINARY PLAT AND CONSTRUCTION PLANS
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PROJECT INFORIVI,ATIQN
PROJECT MANAGER:
C3
DESIGNED BY:
TMM
DRAWN BY:
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PROJECT NUMBER:
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PROJECT MANAGER:
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PROJECT NUMBER:
8801,402
ORIGINAL DATE:
02106/2015
SHEET:
C13

LOT FIT MATRIX FOR INFORMATION PURPOSES ONLY
LOT FIT MATRIX KEY
EX = THIS OPTION IS AVAILABLE ON THIS LOT
= THIS OPTION IS NOT AVAILABLE ON THIS LOT
Ll OR aj = OPTION 1 OR OPTION(S) 2 ARE AVAILABLE, BUT NOT
TOGETHER
A = REAR PATIO DEPTH MUST BE REDUCED IF 4' GARAGE EXTENSION
OPTION SELECTED SO AS NOT TO EXCEED TOTAL PAD DEPTH
B = REAR PATIO DEPTH MUST BE REDUCED SO AS NOT TO EXCEED
TOTAL PAD DEPTH
'ALL PRODUCTS ARE AVAILABLE WI OPTIONAL FRONT PORCH
NOTES
1. DIMENSIONS ARE FOR LARGEST OPTIONAL FRONT PORCH.
2. PATIO BASE PRODUCTS INCLUDE OPTIONAL PATIO.
3. BUILDING ENVELOPES DEVELOPED FROM INFORMATION PROVIDED TO ESP ASSOCIATES, P.A. BY PULTE HOME CORP.
4. ALL BUILDING ENVELOPES SHALL BE FIELD LOCATED PRIOR TO CONSTRUCTION TO VERIFY PRODUCT FR.
5. MAXIMUM DRIVEWAY SLOPES ASSUMED TO BE 10% FOR HOMES WITH DRIVEWAYS SHOWN EITHER LEFT OR RIGHT. IF
ORIENTATION FOR DRIVEWAYS AS SHOWN ON CONSTRUCTION PLANS ARE USED, THEN DRIVEWAY SLOPES ARE 510%
UNLESS OTHERWISE NOTED.
e. RECOMMENDED DRIVEWAY ORIENTATION IS AS SHOWN. USE OF OTHER DRIVEWAY ORIENTATION MAY REQUIRE
ADDITIONAL GRADING CONSIDERATIONS.
7. THIS LOT -FIT MATRIX IS CONSIDERED PRELIMINARY AND PROVIDED FOR INFORMATION PURPOSES ONLY.
LOT FIT MATRIX CHART SUMMARY - 65'
LOT COUNT
Sonoma Cove
TOTAL
65' LOTS
Patio Base (PB)
Sunroom Base (SB)
STEM
Lot #
Pad
Garage
Patio Base
54' -10" x 72' -0"
4' Garage Extension
Adds 4 %5" W1 Veneer
54' -10" x 76' -5"
Patio Base wl Optional
Patio
54' -10" x 80' -0"
(Adds 8' -O" to PS depth)
Optional lanai
54' -10 "x 72' -3"
(Adds 0' -3" to PB depth)
Sunroom Base (SB)
54' -10" x 72' -0"
4' Garage Extension W/
Veneer
54' -10" x 76' -3"
(Adds 4' -3" to SB depth)
Sunroom Base w/ Lanai
54' -10" x 72' -3"
(Adds 0' -3" to SB depth)
Sunroom Base w/
PatiolLanai &Optional
Patio
54' -10" x 80' -0"
(Adds 8' -0" to SS depth)
All Fit
54' -10" x 84' -5"
Foundation
Exposure
Lot in
Floodplain
Noes:
1
A(W -10 "X84'$ ")
RIGHT
X
X
X
X
X
X
X
X
X
PAD
SOUTHWEST
NO
INLET, REAR STORM ESMT.
2
A(64' -10 "X84'$ ")
LEFT
X
X
X
X
X
X
X
X
X
STEM
SOUTHWEST
NO
INLET, REAR STORM ESMT.,
SIDEIREAR STEM
3
A(5C40 "X84'$ ")
LEFT
X
X -
X
X
X
X
X
X
X
PAD
SOUTHWEST
NO
INLET, REAR STORM ESMr.
4
A(54'40 "X84'$")
RIGHT
X
X
X
X
X
X
X
X
X
PAD
SOUTHWEST
NO
INLET, REAR STORM ESMT.
5
A(SC40 "X84'$ ")
RIGHT
X
X
X
X
X
X
X
X
X
PAD
SOUTHWEST
NO
INLET, SIDEIREAR STORM ESMT.
6
B(SC40 "X82'$")
RIGHT
X
X
X
X
X
X
X
XW
PAD
SOUTHWEST
NO
INLET, SIDEIREAR STORM ESMT.
7
A(54'40 "X84'$ ")
RIGHT
X
X
X
X
X
X
X
X
X
PAD
SOUTH
NO
INLET, REAR STORM ESMT.
8
A(64'-10 "X84'$ ")
LEFT
X
X
X
X
X
X
X
X
X
PAD
SOUTHEAST
NO
INLET, REAR STORM ESMT.
9
A(54'-10 "X84'$")
LEFT
X
X
X
X
X
X
X
X
X
STEM
SOUTHEAST
NO
INLET, REAR STORM ESMT., SIDE
STEM
10
E(54.40 "X72'$")
RIGHT
1
2
2
1
2
1
}
STEM
SOUTHEAST
NO
SIGHT ESMT., SIDE /REAR STEM
11
A(S4'40 "X84'$ -)
RIGHT
X
X
X
X
X
X
X
X
X
STEM
SOUTHWEST
NO
INLET, STORM ESMT., SIDEIREAR
STEM
12
A(54'40 "X84'$")
LEFT
X
X
X
X
X
X
X
X
X
STEM
SOUTHWEST
NO
SIDEIREAR STEM
13
A(54'40 "X84'$-)
LEFT
X
X
X
X
X
X
X
X
X
STEM
SOUTHWEST
NO
INLET, STORM ESMT., SIDEIREAR
STEM
14
E (54' -10" X 72'$ ")
LEFT
1
2
2
1
2
1
STEM
SOUTHWEST
NO
INLET, SIDEIREAR STORM ESMT.,
SIDEIREAR STEM
15
A(b4'•10 "X84'$ ")
LEFT
X.
X
X
X
X
X
X
X
X
STEM
WEST
NO
SIDEIREAR STORM ESMT.,
INLET, SIDEIREAR STEM
18
A(54'- 10 " %84'$ ")
LEFT
X
X
X
X
X
X
X
X
X
STEM
WEST
NO
INLET, REAR STORM ESMT., SIDEIREAR STEM
17
A(50' 40 "X84'$ ")
RIGHT
X
X
X
X
X
X
X
X
X
STEM
WEST
NO
INLET, REAR STORM ESMT.,
SIDEIREAR STEM
18
C (54'+10" X 8W-O -)
RIGHT
X
X
X
X
X
X
X
X(A)
PAD
SOUTHWEST
NO
INLET, REAR STORM ESMT.,
RETAINING WALL
19
A(54'40 "X84'$ ")
RIGHT
X
X
X
X
X
X
X
X
X
PAD
SOUTHWEST
NO
INLET, REAR STORM ESMT.,
RETAINING WALL
20
A(54'-10 "XW -5 ")
RIGHT
X
X
X
X
X
X
X
X
X
STEM
SOUTHWEST
NO
SIDEIREAR STEM, RETAINING WALL
21
A(54'-10 "X84'$ ")
LEFT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET, SIDE STORM ESMT.,
SIDEIREAR STEM
22
A(54'40 "X84-5 -)
LEFT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
SIDEIREAR STEM
23
A(64'-10 "X84'$ ")
RIGHT
X
X
X
X
X
X
X
X
X
STEM
EAST
NO
SIDEIREARSTEM
24
A(W40 "XSW.S ")
RIGHT
X
X
X
X
X
X
X
X
X
STEM
EAST
NO
SIDEIREAR STEM
25
A (54'•10" X S4'$ ")
RIGHT
X
X
X
X
X
X
X
X
X
PAD
EAST
NO
INLET, REAR STORM ESMT.
26
A(54'40 "X841$ ")
RIGHT
X
X
X
X
X
X
X
X
X
PAD
NORTHEAST
NO
INLET, SIDEIREAR STORM ESMT.
27
A(5C40"X84'$ ")
RIGHT
- X
X
X
X
X
X
X
X
X
PAD
NORTHEAST
NO
IN LET, SIDEIREAR STORM ESMT.
28
A(54' 40 "X84'$ ")
RIGHT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET, REAR STORM ESMT., SIDEIREAR STEM
29
A(SC- 10"XW -5 ")
LEFT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET, REAR STORM ESMT.,
SIDEIREAR STEM
30
A(54' -10 "X845")
LEFT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET, REAR STORM ESMT.,
SIDEIREAR STEM
31
A (54' -10" X 84'8')
RIGHT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET, REAR STORM ESMT.,
SIDEIREAR STEM
32
A(54' 40 "X84'$ ")
LEFT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET, REAR STORM ESMT.,
SIDEIREAR STEM
33
A(64'40"XW -5 ")
LEFT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET,
SIDEIREAR
REAR STORM ESMT.,
STEM
34
A(5V- 18"X84'$ ")
LEFT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET, REAR STORM ESMT.,
SIDEIREAR STEM
35
A(84' -10 "X84'8)
LEFT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
SIDEIREAR STEM
33
A(6C- 10"X84'8')
LEFT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
SIDEIREAR STEM
37
A(6V- 10"X84.5")
RIGHT
X
X
X
X
X
X
X
X
X
STEM
SOUTHWEST
NO
INLET, REAR STORM ESMT.,
SIDEIREAR STEM
38
A(5C -10 "X84'8')
RIGHT
X
X
X
X
X
X
X
X
X
STEM
SOUTHWEST
NO
INLET, SIDEIREAR STORM ESMT"
FRONT/SIDE/REAR STEM
39
E(fi1' -00 "X72'$")
LEFT
1
2
-
2
1
2
1
STEM
NORTHWEST
NO
INLET, REAR STORM ESMT., SIGHT
ESMT. REARISIDE STEM
40
A(54'- 10 " %84'$ ")
RIGHT
X
X
X
X
X
X
X
X
X
STEM
NORTHWEST
NO
INLET, REAR STORM ESMT., FRONTISIDE STEM
E(54' -10 "X72'8')
RIGHT
1
2
2
1
2
1
{
PAD
NORTHWEST
NO
INLET, SIDEIREAR STORM ESMT.
[44
D (64'-10" X 78'$ ")
RIGHT
X
X
X
X
X
X
X
PAD
NORTHEAST
NO
INLET, SIDEIREAR STORM ESMT.
A (54'-10" X 84'$")
RIGHT
X
X
X
X
X
X
X
X
X
PAD
NORTHEAST
NO
INLET, REAR STORM ESMT.
A (54'.10" X 84'.5 ")
RIGHT
X
X
X
X
X
X
X
X
X
PAD
NORTHEAST
NO
INLET, REAR STORM ESMT.
LOT FIT MATRIX FOR INFORMATION PURPOSES ONLY
LOT FIT MATRIX KEY
EX = THIS OPTION IS AVAILABLE ON THIS LOT
= THIS OPTION IS NOT AVAILABLE ON THIS LOT
Ll OR aj = OPTION 1 OR OPTION(S) 2 ARE AVAILABLE, BUT NOT
TOGETHER
A = REAR PATIO DEPTH MUST BE REDUCED IF 4' GARAGE EXTENSION
OPTION SELECTED SO AS NOT TO EXCEED TOTAL PAD DEPTH
B = REAR PATIO DEPTH MUST BE REDUCED SO AS NOT TO EXCEED
TOTAL PAD DEPTH
'ALL PRODUCTS ARE AVAILABLE WI OPTIONAL FRONT PORCH
NOTES
1. DIMENSIONS ARE FOR LARGEST OPTIONAL FRONT PORCH.
2. PATIO BASE PRODUCTS INCLUDE OPTIONAL PATIO.
3. BUILDING ENVELOPES DEVELOPED FROM INFORMATION PROVIDED TO ESP ASSOCIATES, P.A. BY PULTE HOME CORP.
4. ALL BUILDING ENVELOPES SHALL BE FIELD LOCATED PRIOR TO CONSTRUCTION TO VERIFY PRODUCT FR.
5. MAXIMUM DRIVEWAY SLOPES ASSUMED TO BE 10% FOR HOMES WITH DRIVEWAYS SHOWN EITHER LEFT OR RIGHT. IF
ORIENTATION FOR DRIVEWAYS AS SHOWN ON CONSTRUCTION PLANS ARE USED, THEN DRIVEWAY SLOPES ARE 510%
UNLESS OTHERWISE NOTED.
e. RECOMMENDED DRIVEWAY ORIENTATION IS AS SHOWN. USE OF OTHER DRIVEWAY ORIENTATION MAY REQUIRE
ADDITIONAL GRADING CONSIDERATIONS.
7. THIS LOT -FIT MATRIX IS CONSIDERED PRELIMINARY AND PROVIDED FOR INFORMATION PURPOSES ONLY.
LOT FIT MATRIX CHART SUMMARY - 65'
LOT COUNT
SONOMA COVE
(65' LOTS)
TOTAL
44
PAD
16 /36.36%
STEM
28163.64%
LOT FIT SYMBOLS - 65' PRODUCTS
AMBER MEADOWS - 65' SINGLE FAMILY PRODUCTS 1
54'_3• —�I �^ 5P -0" L W -0-
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at
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st•- 1o•xess 5a- taxeza•
9 i NAPA VALLEY SONOMA COVE 6 . 65 B 65' C 65' D
FREDRN:K BAY .e •+oe TANGERLY OAK e • 65' A '
m mO X N enw:e n °n n ^ e w —..I 54.83
Z. N %83' S0.Y
a m, A PADS B PADS C PADS D PADS
m UNRESTRICTED OPTIONS: UNRESTRICTED OPTIONS: UNRESTRICTED OPTIONS: UNRESTRICTED OPTIONS:
=54 10" 5'r-10" m54 15• �- 54 10" FREDRICK BAY FREDRICK BAY FREDRICK BAY FREDRICK BAY
NAPA VALLEY NAPA VALLEY TANGERLY OAK
SONOMA COVE TANGERLY OAK RESTRICTED OPTIONS:
TANGERLY OAK RESTRICTED OPTIONS: SONOMA COVE
RESTRICTED OPTIONS: NAPA VALLEY NAPA VALLEY
SONOMACOVE SONOMA COVE TANGERLY OAK
A
54.83' --�
E PADS
RESTRICTED OPTIONS:
NAPA VALLEY
SONOMA COVE
FREDRICK BAY
NOT AVAILABLE:
TANGERLY OAK
/1
PRELIMINARY PLAT AND CONSTRUCTION PLANS
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025775
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PROJECT INFORMATION
PROJECT MANAGER DES
DESIGNEDBY: TMM
DRAWN BY: RVC
PROJECT NUMBER: BR01.402
ORIGINAL DATE: 0277$2015
SHEET:
C3.4

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LOT FIT MATRIX FOR INFORMATION PURPOSES ONLY
Fredrick Bay
AMBER
65' LOTS
Patio Base (PS)
FAMILY
Sunroom Base (SB)
28/63.64%
Lot#
Pad
Garage
Patio Base
54' -10" x 66' -0"
4' Garage Extension
(Adds 4' -5" w/ Veneer)
54' -10" x 70' -5"
Patio Base w/ Optional
Patio
54' -10 "x 74' -0"
(Adds 8' -0" to PB depth)
Optional Lanai
54' -10" x 66' -3"
(Adds 0' -3" to PB depth)
Sunroom Base
54' -10" x 66' -0"
4' Garage Extension W/
Veneer
(Adds 4' -3" to SB depth)
54' -10" x 70' -3"
X
Sunroom Base w/ Lanai
54' -10" x 66' -3"
(Adds 0' -3" to SB depth)
Sunroom Base wl
Patio /Lanai and Optional
Patio
54'.10" x 74' -0"
(Adds 4' -0" to SB depth)
All Fit
54' -10" x 78' -0"
Foundation
Exposure
Lotin
Floodplain
Notes:
1
A(54' -10 "X84' - ")
RIGHT
X
X
X
X
X
X
X
X
PAD
SOUTHWEST
NO
INLET,REARSTORM ESMT.
2
A(W40 "X84' -")
LEFT
X
X
X
X
X
X
X
X
X
STEM
SOUTHWEST
NO
INLET, REAR STORM ESMT.,
SIDEIREAR STEM
3
A(W40 "X84' -5 ")
LEFT
X
X
X
X
X
X
X
X
X
PAD
SOUTHWEST
NO
INLET, REAR STORM ESMT.
4
A(54'4rxa4'8')
RIGHT
X
X
X
X
X
X
X
X
X
PAD
SOUTHWEST
NO
INLET, REAR STORM ESMT.
5
A(544r X$4'8')
RIGHT
X
X
X
X
X
X
X
X
X
PAD
SOUTHWEST
NO
INLET, SIDEIREAR STORM ESMT.
e
B(W40 "X82' -")
RIGHT
X
X
X
X
X
X
X
X
PAD
SOUTHWEST
NO
INLET, SIDEIREAR STORM ESMT.
7
A(SC4VX84' V) -
RIGHT
X
X
X
X
X
X
X
X
X
PAD
SOUTH
NO
INLET, REAR STORM ESMT.
8
A (54'•10" X B4' -")
LEFT
X
X
X
X
X
X
X
X
X
PAD
SOUTHEAST
NO
INLET, REAR STORM ESMT.
9
A(54' -10 "X84' - ")
LEFT
X
X
X
X
X
X
X
X
X
STEM
SOUTHEAST
NO
SIDE REAR STORM ESMT.,
INLET, STEM
111
E(544VX72'4 ")
RIGHT
X
X
Xs
X
X
1
X
2A
STEM
SOUTHEAST
NO
SIGHT ESMT., SIDE/REAR STEM
11
A(54••10"XS4'4 ")
RIGHT
X
X
X
X
X
X
X
X
X
STEM
SOUTHWEST
NO
INLET, STORM ESMT., SIDEIREAR
STEM
12
A(SC -10 "X84'8')
LEFT
X
X
X
X
X
X
X
X
X
STEM
SOUTHWEST
NO
SIDEIREAR STEM
13
A(6C -10 "X84' - ")
LEFT
X
X
X
X
X
X
X
X
X
STEM
SOUTHWEST
NO
INLET, STORM ESNN'., SIDEIREAR
STEM
14
E S4'- 10"X72'8'
( )
LEFT
X
X
X e
X
X
1
X
2 A
STEM
SOUTHWEST
NO
INLET, SIDEIREAR SIDEIREAR SSORM ESMT.,
STEM
Is 15
A(544rx84' - ")
LEFT
X
X
X
X
X
X
X
X
X
STEM
WEST
NO
INLET,SIDE/REARS
SIDEIREAR STEM
18
A(64'40 "X84' - ")
LEFT
X
X
X
X
X
X
X
X
X
STEM
WEST
NO
INLET, REAR STORM ESMT., SIDEIREAR STEM
17
A(54' 40 "X84' - ")
RIGHT
X .
X
X
X
X
X
X
X
X
STEM
WEST
NO
INLET,
SIDEIREAR
REAR STORM ESMT.,
STEM
18
C(W40 "X80'4")
RIGHT
X
X
X
X
X
X
X
X
X
PAD
SOUTHWEST
NO
INLET, REAR STORM ESMT.,
RETAINING WALL
19
A(64.40 "X84' - ")
RIGHT
X
X
X
X
X
X
X
X
X
PAD
SOUTHWEST
NO
INLET, REAR STORM ESMT.,
RETAINING WALL
20
A(SV- 10"X84' -")
RIGHT
X
X
X
X
X
X
X
X
X
STEM
SOUTHWEST
NO
SIDEIREAR STEM, RETAINING WALL
21
A(54' -10 "X84' - ")
LEFT
X
X
X
X
X
X
- X
X
X
STEM
NORTHEAST
NO
INLET, SIDE STORM ESMT.,
SIDEIREAR STEM
22
A(W40 "X84' -")
LEFT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
SIDEIREAR STEM
23
A(54'40 "X84' -")
RIGHT
X
X
X
X
X-
X
X
X
X
STEM
EAST
NO
SIDEIREAR STEM
24
A(64'40 "X84' -")
RIGHT
X
X
X
X
X
X
X
X
X
STEM
EAST
NO
SIDEIREAR STEM
25
A (54'-10" X 84' -")
RIGHT
X
X
X
X
X
X
X
X
X
PAD
EAST
NO
INLET, REAR STORM ESMT.
26
A(54'40 "X84' -")
RIGHT
X
X
X
X
X
X
X
X
X
PAD
NORTHEAST
NO
INLET, SIDEIREAR STORM ESMT.
27
A(5W40"X84' -")
RIGHT
X
X
X
X
X
X
X
X
X
PAD
NORTHEAST
NO
INLET, SIDEIREAR STORM ESMT.
28
A(54' -10 "X84' - ")
RIGHT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET, REAR STORM ESMT., SIDEREAR STEM
28
A(54' 40 "X84' - ")
LEFT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET,
SIDEIREAR
REAR STORM ESMT.-,-
STEM
30
A(6/'•10 "X84' - ")
LEFT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET,
SIDEIREAR
REAR STORM ESMT,
STEM
31
A(64'-10 "X84'4 ")
RIGHT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET,
SIDEIREAR
REAR STORM ESMT.,
STEM
32
A(54'-10 "X84' -")
LEFT
X
X
X-
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET,
SIDEIREAR
REAR STORM ESMT.,
STEM
33
A(54'-10 "X84' -")
LEFT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET, REAR STORM ESMT"
SIDEIREAR STEM
34
A(54' -10 "X84' - ")
LEFT-
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET, REAR STORM ESMT., SIDEIREAR STEM
35
A(5C40"X84' -")
LEFT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
SIDEIREAR STEM
36
A(54'- 10"X84' -")
LEFT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
SIDEIREAR STEM
37
A(64' 40 "X84' - ")
RIGHT
X
X
X
X
X
X
X
X
X
STEM
SOUTHWEST
NO
INLET, REAR STORM ESMT., SIDEIREAR STEM
38
A(54'40 "X84' -")
RIGHT
X
X
X
X
X
X
X
X
X
STEM
SOUTHWEST
NO
INLET, SIDEIREAR STORM ESMT.,
FRONTISIDERREAR STEM
39
E(W40 "X72'4 ")
LEFT
X
X
Xs
X
X
1
X
2A
PAD
NORTHWEST
NO
INLET, REAR STORM ESMT., SIGHT
ESMT.
40
A(S4'40 "X84'8')
RIGHT
X
X
X
X
X
X
X
2A
X
STEM
NORTHWEST
NO
INLET, REAR STORM ESMT.,
REAR/SIDE STEM
41
E(54' -10 "X72'4 ")
RIGHT
X
X
XB
X
X
1
X
2A
PAD
NORTHWEST
NO
INLET, SIDEIREAR STORM ESMT.
42
D (54'40" X 78'4 ")
RIGHT
X
X
X
X
X
X
X
X
X
PAD
NORTHEAST
NO
INLET, SIDEIREAR STORM ESMT.
43
A(SC4VX84' V)
RIGHT
X
X
X
X
X
X
X
X
X
PAD
NORTHEAST
NO
INLET, REAR STORM ESMT.
44
A($4'40 "X84' -")
RIGHT
X
X
X
X
X
X
X
X
X
PAD
NORTHEAST
NO
INLET, REAR STORM ESMT.
LOT FIT MATRIX FOR INFORMATION PURPOSES ONLY
3
10'X84' -'
65' A
54.83- ----1
A PADS
UNRESTRICTED OPTIONS:
FREDRICK BAY
NAPA VALLEY
SONOMACOVE
TANGERLY OAK
LOT FIT MATRIX KEY
171 = THIS OPTION IS AVAILABLE ON THIS LOT
= THIS OPTION IS NOT AVAILABLE ON THIS LOT
� OR [ = OPTION 1 OR OPTION(S) 2 ARE AVAILABLE, BUT NOT
TOGETHER
A = REAR PATIO DEPTH MUST BE REDUCED IF 4' GARAGE EXTENSION
OPTION SELECTED SO AS NOT TO EXCEED TOTAL PAD DEPTH
B = REAR PATIO DEPTH MUST BE REDUCED SO AS NOT TO EXCEED
TOTAL PAD DEPTH
"ALL PRODUCTS ARE AVAILABLE WI OPTIONAL FRONT PORCH
NOTES
1. DIMENSIONS ARE FOR LARGEST OPTIONAL FRONT PORCH.
2, PATIO BASE PRODUCTS INCLUDE OPTIONAL PATIO.
3. BUILDING ENVELOPES DEVELOPED FROM INFORMATION PROVIDED TO ESP ASSOCIATES, P.A. BY PULTE HOME CORP.
4. ALL BUILDING ENVELOPES SHALL BE FIELD LOCATED PRIOR TO CONSTRUCTION TO VERIFY PRODUCT FIT.
5. MAXIMUM DRIVEWAY SLOPES ASSUMED TO BE 10% FOR HOMES WITH DRIVEWAYS SHOWN EITHER LEFT OR RIGHT. IF
ORIENTATION FOR DRIVEWAYS AS SHOWN ON CONSTRUCTION PLANS ARE USED, THEN DRIVEWAY SLOPES ARE 510%
UNLESS OTHERWISE NOTED.
6. RECOMMENDED DRIVEWAY ORIENTATION IS AS SHOWN. USE OF OTHER DRIVEWAY ORIENTATION MAY REQUIRE
ADDITIONAL GRADING CONSIDERATIONS,
7. THIS LOT -FIT MATRIX IS CONSIDERED PRELIMINARY AND PROVIDED FOR INFORMATION PURPOSES ONLY.
LOT FIT MATRIX CHART SUMMARY - 65'
LOT COUNT
FREDRICK BAY
(65' LOTS)
AMBER
MEADOWS -
65' SINGLE
FAMILY
PRODUCTS
28/63.64%
BR01.402
AL DATE:
020812015
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54' -18"
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�-- 54' -1D-
3
10'X84' -'
65' A
54.83- ----1
A PADS
UNRESTRICTED OPTIONS:
FREDRICK BAY
NAPA VALLEY
SONOMACOVE
TANGERLY OAK
LOT FIT MATRIX KEY
171 = THIS OPTION IS AVAILABLE ON THIS LOT
= THIS OPTION IS NOT AVAILABLE ON THIS LOT
� OR [ = OPTION 1 OR OPTION(S) 2 ARE AVAILABLE, BUT NOT
TOGETHER
A = REAR PATIO DEPTH MUST BE REDUCED IF 4' GARAGE EXTENSION
OPTION SELECTED SO AS NOT TO EXCEED TOTAL PAD DEPTH
B = REAR PATIO DEPTH MUST BE REDUCED SO AS NOT TO EXCEED
TOTAL PAD DEPTH
"ALL PRODUCTS ARE AVAILABLE WI OPTIONAL FRONT PORCH
NOTES
1. DIMENSIONS ARE FOR LARGEST OPTIONAL FRONT PORCH.
2, PATIO BASE PRODUCTS INCLUDE OPTIONAL PATIO.
3. BUILDING ENVELOPES DEVELOPED FROM INFORMATION PROVIDED TO ESP ASSOCIATES, P.A. BY PULTE HOME CORP.
4. ALL BUILDING ENVELOPES SHALL BE FIELD LOCATED PRIOR TO CONSTRUCTION TO VERIFY PRODUCT FIT.
5. MAXIMUM DRIVEWAY SLOPES ASSUMED TO BE 10% FOR HOMES WITH DRIVEWAYS SHOWN EITHER LEFT OR RIGHT. IF
ORIENTATION FOR DRIVEWAYS AS SHOWN ON CONSTRUCTION PLANS ARE USED, THEN DRIVEWAY SLOPES ARE 510%
UNLESS OTHERWISE NOTED.
6. RECOMMENDED DRIVEWAY ORIENTATION IS AS SHOWN. USE OF OTHER DRIVEWAY ORIENTATION MAY REQUIRE
ADDITIONAL GRADING CONSIDERATIONS,
7. THIS LOT -FIT MATRIX IS CONSIDERED PRELIMINARY AND PROVIDED FOR INFORMATION PURPOSES ONLY.
LOT FIT MATRIX CHART SUMMARY - 65'
LOT COUNT
FREDRICK BAY
(65' LOTS)
TOTAL
44
PAD
16/36.36%
STEM
28/63.64%
LOT FIT SYMBOLS - 65' PRODUCTS
l 1 f
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%'- 10'X82'b' SC'- 10'X80'
65' B 65' C I-
I _ rAa3, _ h� 54.83'
f�B' PADS�I
UNRESTRICTED OPTIONS:
FREDRICK BAY
NAPA VALLEY
TANGERLY OAK
RESTRICTED OPTIONS:
SONOMA COVE
C PADS
UNRESTRICTED OPTIONS:
FREDRICK BAY
TANGERLY OAK
RESTRICTED OPTIONS:
NAPA VALLEY
SONOMA COVE
D PADS
UNRESTRICTED OPTIONS:
FREDRICK BAY
RESTRICTED OPTIONS:
SONOMA COVE
NAPA VALLEY
TANGERLY OAK
T
54.83' —�
E PADS
RESTRICTED OPTIONS:
NAPA VALLEY
SONOMA COVE
FREDRICK BAY
NOTAVAILABLE:
TANGERLY OAK
PRELIMINARY PLAT AND CONSTRUCTION PLANS
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PROJECT INFORMATION
CT MANAGER:
DES
ED BY:
TMM
BY:
r
RVC
CTNUMBER
BR01.402
AL DATE:
020812015
C3.5

LOT FIT MATRIX FOR INFORMATION PURPOSES ONLY
Napa Valley
AMBER
65' LOTS
Patio Base (PB)
FAMILY PRODUCTS
Sunroom Base (SB)
28/63.64%
Lot#
Pad
Garage
Patio Base
54' -10" z 70' -0"
4' Garage Extension
(Adds 4' -5" w/ Veneer)
54' -10" x 74' -5"
Patio Base w/ Optional
Patio
54' -10 "x 78' -0"
(Adds 8' -0" to PB depth)
Optional Lanai
54' -10" x 70' -3"
.(Adds W -3" to PS depth)
Sunroom Base
54' -10" x 70' -0"
4' Garage Extension WI
Veneer
(Adds 4' -3" to SB depth)
Sunroom Base wl Lanai
54' -10" x 70' -3"
(Adds 0'3" to SB depth)
Sunroom Base w( Lanai
and Optional Patio
54' -10" x 78' -0"
(Adds 8' -0" to SB depth)
All Fit
54' -10" x 82' -5'•
Foundation
Exposure
Lot 'in
Floodplain
Notes:
1
A(54' -10 "X84'8')
RIGHT
X
X
X
X
X
X
X
X
X
PAD
SOUTHWEST
NO
INLET, REAR STORM ESMT.
2
A(54'40 "X84'8')
LEFT
X
X
X
X
X
X
X
X
X
STEM
SOUTHWEST
I
NO
INLET, REAR STORM ESMT.,
SIDEIREAR STEM
3
A(SC40 "X84'$")
LEFT
X
X
X
X
X
X
X
X
X
PAD
SOUTHWEST
NO
INLET, REAR STORM ESMT.
4
A(SV -10 "X84'$11)
- RIGHT
X
X
X
X
X
X
X
X
X
PAD
SOUTHWEST
NO
INLET, REAR STORM ESMT.
5
A(54'- 101X84'$ ")
RIGHT
X
X
X
X
X
X
X
X
X
PAD
SOUTHWEST
NO
INLET, SIDEIREAR STORM ESMT.
S
B (54' -10" X 82'$ ")
RIGHT
X
X
X
X
X
X
X
X
X
PAD
SOUTHWEST
NO
INLET, SIDEIREAR STORM ESMT.
7
A(SW40 "X84'8')
RIGHT
X
X
X
X
X
X
X
X
X
PAD
SOUTH
NO
INLET, REAR STORM ESMT.
8
A(6C40"X84'8')
LEFT
X
X
X
X
X
X
X
X
X
PAD
SOUTHEAST
NO
INLET, REAR STORM ESMT.
9
A(56' -10 "X8/'8')
LEFT
X
X
X
X
X
X
X
X
X
STEM
SOUTHEAST
NO
REAR STORM ESMT., SIDE
INLET, STEM
10
E(64'40 "X73'$ ")
RIGHT
X
X1a
X
X
X
XW
STEM
SOUTHEAST
NO
SIGHT ESMT., SIDEIREAR STEM
11
A(54' -10 ^X84'$ ")
RIGHT
X
X
X
X
X
X
X
X
X
STEM
SOUTHWEST
NO
INLET, STORM ESMT., SIDEIREAR
STEM
12
A(S4'•10 "X841$ ")
LEFT
X
X
X
X
X
X
X
X
X
STEM
SOUTHWEST
NO
SIDEIREAR STEM
13
A(54'-10 "X84'$")
LEFT
X
X
X
X
X
X
X
X
X
STEM
SOUTHWEST
NO
INLET, STORM ESMT., SIDE/REAR
STEM
14
E(54' -10 "X72'$ ")
LEFT
X
X(A)
X
X
X
X Pq
STEM
SOUTHWEST
NO
INLET, SIDEIREAR STORM ESMT,
SIDEIREAR STEM
16
A(54'- 10 "X8d'$ ")
LEFT
X
X
X
X
X
X
X
X
X
STEM
WEST
NO
SIDEIREAR STORM ESMT,
INLET, SIDEIREAR STEM
16
A(54'40 "X84'.5 ")
LEFT
X
X
X
X
X
X
X
X
X
STEMS
WEST
NO
INLET, REAR STORM ESMT.,
SIDE /REAR STEM
17
A(54'-10 "X84'$")
RIGHT
X
X
X
X
X
X
X
X
X
STEM
WEST
NO
INLET, REAR STORM ESMT.,
SIDEIREAR STEM
18
C (54' -10" %60' -0 ")
RIGHT
X
X
XI41
X
X
X
X
X(A)
z'
PAD
SOUTHWEST
NO
INLET, REAR STORM ESMT., RETAINING WALL
19
A(54'-10 "XW -F -)
RIGHT
X
X
X
X
X
X
X
X
X
PAD
SOUTHWEST
NO
INLET, REAR STORM ESMT.,
RETAINING WALL
20
A(64'40 "X84'8')
RIGHT
X
X
X
X
X
X
X
X
X
STEM
SOUTHWEST
NO
SIDEIREAR STEM, RETAINING WALL
21
A(54' -00 "X64'$ ")
LEFT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET, SIDE STORM ESMT.,
SIDEIREAR STEM
22
A(54'-10 "X84'8')
LEFT
X
X
-X
X
X
X
X
X
X
STEM
NORTHEAST
NO
SIDEIREAR STEM
23
A(S4'40 "X84'$ ")
RIGHT
X
X
X
X
X
X
X
X
X
STEM
EAST
NO
SIDEIREAR STEM
24
A(54' -10 "X84'$ ")
RIGHT
X
X
X
X
X
X
X
X
X
STEM
EAST
NO
SIDEIREAR STEM
25
A (54'•10 "X84'$ ")
RIGHT
X
X
X
X
X
X
X
X
X
PAD
EAST
NO
INLET, REAR STORM ESMT.
26
A(54'40 "X845")
RIGHT
X
X
X
X
X
X
X
X
X
PAD
NORTHEAST
NO
INLET, SIDEIREAR STORM ESMT.
27
A(54'40 "X84'8')
RIGHT
X
X
X
X
X
X
X
X
X
PAD
NORTHEAST
NO
INLET, SIDE /REAR STORM ESMT.
28
A( %' -10 "X84'$ ")
RIGHT
RIGHT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET, REAR STORM ESMT., SIDEIREAR STEM
29
A(54' -10 1X84'$ ")
LEFT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET,
SIDEIREAR
REAR STORM ESMT.,
STEM
30
A (54'•10 "X84'$")
LEFT
X
X -
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET, REAR STORM ESMT.,
SIDEIREAR STEM
31
A(54' -10 "X84'$ ")
RIGHT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET, REAR STORM ESMT.,
SIDEIREAR STEM
32
A (54'-10 "X84'$ ")
LEFT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET, REAR STORM ESMT.,
SIDEIREAR STEM
33
A(SC -10 "X84'8)
LEFT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET, REAR STORM ESMT.,
SIDEIREAR STEM
34
A(54' -00 " X84'$ ")
LEFT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
INLET, REAR STORM ESMT.,
SIDEIREAR STEM
35
A(SN -10 "X84'8')
LEFT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
SIDEIREAR STEM
36
A(W40 "X84'$")
LEFT
X
X
X
X
X
X
X
X
X
STEM
NORTHEAST
NO
SIDEIREAR STEM
37
A(5C -10 "X84'$^)
RIGHT
X
X
X
X
X
X
X
X
X
STEM
SOUTHWEST
NO
INLET, REAR STORM ESMT.,
SIDEIREAR STEM
38
A(64'40 "X84'$ ")
RIGHT
X
X
X
X
X
X
X
X
X
STEM
SOUTHWEST
NO
INLET, SIDEIREAR STORM ESMT.,
FRONT/SIDEIREAR STEM
39
E(54'-10 "X72'8')
LEFT
X
XW
X
X
X
X(A)
PAD
NORTHWEST
NO
INLET, REAR STORM ESMT., SIGHT
ESMT.
40
A(54'-10 "X84'$ ")
RIGHT
X
X
X
X
X
X
X
X
X
STEM
NORTHWEST
NO
INLET, REAR STORM ESMT.,
REARISIDE STEM
41
E(54'-10 "X72'$ ")
RIGHT
X
XW
X
X
X
X(A)
PAD
NORTHWEST
NO
FLATTEN
42
D (54'40" X 78'8')
RIGHT
X
1
2
X
X
1
X
2
AX
PAD
NORTHEAST
NO
INLET, SIDEIREAR STORM ESMT.
43
A(54'-10 "X84'$ ")
RIGHT
X
X
X
X
X
X
X
X
PAD
NORTHEAST
NO
INLET, REAR STORM ESMT.
44
A (54'10" X 84' -5 ")
RIGHT
X
X
X
X
X
X
X
X
X
PAD
NORTHEAST
NO
INLET, REAR STORM ESMT.
LOT FIT MATRIX FOR INFORMATION PURPOSES ONLY
R
I
54'- 10'X84'5
65' A
[~ 54.83' --]
A PADS
UNRESTRICTED OPTIONS:
FREDRICK BAY
NAPA VALLEY
SONOMA COVE
TANGERLY OAK
LOT FIT MATRIX KEY
= THIS OPTION IS AVAILABLE ON THIS LOT
= THIS OPTION IS NOT AVAILABLE ON THIS LOT
OR E] = OPTION 1 OR OPTION(S) 2 ARE AVAILABLE, BUT NOT
TOGETHER
A = REAR PATIO DEPTH MUST BE REDUCED IF 4' GARAGE EXTENSION
OPTION SELECTED SO AS NOT TO EXCEED TOTAL PAD DEPTH
B = REAR PATIO DEPTH MUST BE REDUCED SO AS NOT TO EXCEED
TOTAL PAD DEPTH
'ALL PRODUCTS ARE AVAILABLE W/ OPTIONAL FRONT PORCH
NOTES
1. DIMENSIONS ARE FOR LARGEST OPTIONAL FRONT PORCH,
2. PATIO BASE PRODUCTS INCLUDE OPTIONAL PATIO.
3. BUILDING ENVELOPES DEVELOPED FROM INFORMATION PROVIDED TO ESP ASSOCIATES, P.A. BY PULTE HOME CORP.
4. ALL BUILDING ENVELOPES SHALL BE FIELD LOCATED PRIOR TO CONSTRUCTION TO VERIFY PRODUCT FIT.
5. MAXIMUM DRIVEWAY SLOPES ASSUMED TO BE 10% FOR HOMES WITH DRIVEWAYS SHOWN EITHER LEFT OR RIGHT. IF
ORIENTATION FOR DRIVEWAYS AS SHOWN ON CONSTRUCTION PLANS ARE USED, THEN DRIVEWAY SLOPES ARE s 10%
UNLESS OTHERWISE NOTED,
6. RECOMMENDED DRIVEWAY ORIENTATION IS AS SHOWN. USE OF OTHER DRIVEWAY ORIENTATION MAY REQUIRE
ADDITIONAL GRADING CONSIDERATIONS.
7. THIS LOT -FIT MATRIX IS CONSIDERED PRELIMINARY AND PROVIDED FOR INFORMATION PURPOSES ONLY.
LOT FIT MATRIX CHART SUMMARY - 65'
LOT COUNT
NAPA VALLEY
(65' LOTS)
AMBER
MEADOWS -
65' SINGLE
FAMILY PRODUCTS
STEM
28/63.64%
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R
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54'- 10'X84'5
65' A
[~ 54.83' --]
A PADS
UNRESTRICTED OPTIONS:
FREDRICK BAY
NAPA VALLEY
SONOMA COVE
TANGERLY OAK
LOT FIT MATRIX KEY
= THIS OPTION IS AVAILABLE ON THIS LOT
= THIS OPTION IS NOT AVAILABLE ON THIS LOT
OR E] = OPTION 1 OR OPTION(S) 2 ARE AVAILABLE, BUT NOT
TOGETHER
A = REAR PATIO DEPTH MUST BE REDUCED IF 4' GARAGE EXTENSION
OPTION SELECTED SO AS NOT TO EXCEED TOTAL PAD DEPTH
B = REAR PATIO DEPTH MUST BE REDUCED SO AS NOT TO EXCEED
TOTAL PAD DEPTH
'ALL PRODUCTS ARE AVAILABLE W/ OPTIONAL FRONT PORCH
NOTES
1. DIMENSIONS ARE FOR LARGEST OPTIONAL FRONT PORCH,
2. PATIO BASE PRODUCTS INCLUDE OPTIONAL PATIO.
3. BUILDING ENVELOPES DEVELOPED FROM INFORMATION PROVIDED TO ESP ASSOCIATES, P.A. BY PULTE HOME CORP.
4. ALL BUILDING ENVELOPES SHALL BE FIELD LOCATED PRIOR TO CONSTRUCTION TO VERIFY PRODUCT FIT.
5. MAXIMUM DRIVEWAY SLOPES ASSUMED TO BE 10% FOR HOMES WITH DRIVEWAYS SHOWN EITHER LEFT OR RIGHT. IF
ORIENTATION FOR DRIVEWAYS AS SHOWN ON CONSTRUCTION PLANS ARE USED, THEN DRIVEWAY SLOPES ARE s 10%
UNLESS OTHERWISE NOTED,
6. RECOMMENDED DRIVEWAY ORIENTATION IS AS SHOWN. USE OF OTHER DRIVEWAY ORIENTATION MAY REQUIRE
ADDITIONAL GRADING CONSIDERATIONS.
7. THIS LOT -FIT MATRIX IS CONSIDERED PRELIMINARY AND PROVIDED FOR INFORMATION PURPOSES ONLY.
LOT FIT MATRIX CHART SUMMARY - 65'
LOT COUNT
NAPA VALLEY
(65' LOTS)
TOTAL
44
PAD
16/36.36%
STEM
28/63.64%
LOT FIT SYMBOLS - 65' PRODUCTS
I � I
S 5i
54'- 10•X82b• 541- 10'X80'
65' B 65' C
_ T _ I �-- 54.83' I— 54.83' --1
B PADS
UNRESTRICTED OPTIONS:
FREDRICK BAY
NAPA VALLEY
TANGERLY OAK
RESTRICTED OPTIONS:
SONOMA COVE
C PADS
UNRESTRICTED OPTIONS:
FREDRICK BAY
TANGERLY OAK
RESTRICTED OPTIONS:
NAPA VALLEY
SONOMA COVE
D PADS
UNRESTRICTED OPTIONS:
FREDRICK BAY
RESTRICTED OPTIONS:
SONOMA COVE
NAPA VALLEY
TANGERLY OAK
1n
J-
54.11T --I
E PADS
RESTRICTED OPTIONS:
NAPA VALLEY
SONOMA COVE
FREDRICK BAY
NOT AVAILABLE:
TANGERLYOAK
�11�11/- ��iV11�11ti11
PRELIMINARY PLAT AND CONSTRUCTION P
LICENSE NO.: i
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PROJECT MANAGER
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DESIGNED BY:
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DRAWN BY:
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PROJECT NUMBER:
BR01.402
ORIGINAL DATE:
02!0612015
59:1471
C3.6

R
Tangerly Oak Q
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65' LOTS LOT FIT MATRIX KEY
Patio Base (PS) Sunroom Base (SB)
T = THIS OPTION IS AVAILABLE ON THIS LOT $ S -@ r__x- Y o 2
Patio Base w/ Optional
Patio Base 4' Garage Extension
Patio Optional Lanai Sunroom Base 4' Garage Extension Sunroom Base w! Lanai Sunroom wl Optional Patio All Fit $
Eil
=THIS OPTION IS NOT AVAILABLE ON THIS LOT o. y ' g ^ r1 m
Lot# Pad Garage Foundation Exposure Lot in Notes: w
54' -10" x 75' -0" (Adds 4' -5" w / Veneer) 54' -10" x 75' -0" 54' -10 "x 75' -3" 54' -10" x 75' -0" (Adds 4' -3" wI Veneer) 54' -10" x 75' -3" 54' -10" x 75' -0" 54' -10" x 79' -8" Floodplain �t TOGETHER OR � = OPTION 1 OR OPTION(S) 2 ARE AVAILABLE, BUT NOT
54' -10" x 79' -5" (Adds 0' -3" to PB depth) (Adds W-0-to PB depth) 54' -10" x 79 -3" (Adds 0' -0" to SB depth) (Adds 0' -3" to 56 depth)
1 A (sa•ao^ x 84•4 ^) RIGHT X X X X X X X X X PAD SOUTHWEST NO INLET, REAR STORM ESMT. A =REAR PATIO DEPTH MUST BE REDUCED IF 4' GARAGE EXTENSION
OPTION SELECTED SO AS NOT TO EXCEED TOTAL PAD DEPTH
2 A(54'-10 "X84'•6•') LEFT X X X X X X X X X STEM SOUTHWEST NO INLET, REAR STORM ESMT.,
SIDE/REAR STEM B = REAR PATIO DEPTH MUST BE REDUCED SO AS NOT TO EXCEED
3 A (54'-10" X 84'4") LEFT X X X X X X X X X PAD SOUTHWEST NO INLET, REAR STORM ESMT. TOTAL PAD DEPTH
4 A(54'40"X$4.4") RIGHT X X X X X X X X X PAD SOUTHWEST NO INLET, REAR STORM ESMT. 'ALL PRODUCTS ARE AVAILABLE W/ OPTIONAL FRONT PORCH
5 A(SV40 "X84'4") RIGHT X X X X X X X X X PAD SOUTHWEST NO INLET, SIDFJREAR STORM ESMT.
6 8(54•-00 "X82'4") RIGHT X X X X X X X X X PAD SOUTHWEST NO INLET, SIDEIREAR STORM ESMT.
7 A(S4'40 "X84.4") RIGHT X X X X X X X X X PAD SOUTH NO INLET, REAR STORM ESMT. �^
8 A(S4'40 "X84'4") LEFT X X X X X X X X X PAD SOUTHEAST NO INLET, REAR STORM ESMT.
9 A(54' 40 "X84'4 ") LEFT X X X X X X X X X STEM SOUTHEAST NO
INLET, REAR STORM ESMT., SIDE ``1111111111/rr/]',
STEM
10 E(SC40 "X72'4 ") RIGHT • STEM SOUTHEAST NO SIGHT ESM7., SIDEIREAR STEM o``•(N ?RO'�•.
� •• .''+
11 A(64' -10 "X84'4 ") RIGHT X X X X X X X X X STEM SOUTHWEST NO INLET, STORM ESMT., SIDEIREAR
STEM Z
12 A(SI.40 "X84'4 ") LEFT X X X X X X X X X STEM SOUTHWEST NO SIDEIREAR STEM = LICENSE NO.:
C -0587 e
13 A(W40 "X84'-5") LEFT X X X X X X X X X STEM SOUTHWEST NO INLET, STORM ES E/R
T., SIDEAR
M �• j ?z
14 E ( 54'-10" X 72'4 ") LEFT " , „. ' »„ ' ' " " "' '' ^ '" ` .; " "" STEM SOUTHWEST NO INLET, SIDE/REAR STORM ESMT., �� ,q °•.........
SIDEIREAR STEM 111 0 1
INLET, SIDE/REAR STORM ESMT.,
15 A(544VXW -5 ") LEFT X X X X X X X X X STEM WEST NO SIDE/REAR STEM _
16 A (6C4 V X B4.4 ") LEFT X X - X X X X X X X STEM WEST NO INLET, REAR STORM ESMT.,
SIDEIREAR CAR
17 A(54' -00 "X84'4") RIGHT X X X X X X X X X STEM WEST NO
INLET,REAR STORM ESMT., �0�'1(N
SIDEIREAR STEM NOTES
18 C (54' -10" X 80'4 ") RIGHT X X X X X X X X X PAD SOUTHWEST NO INLET, REAR STORM ESMT., Q 9�
RETAINING WALL 1. DIMENSIONS ARE FOR LARGEST OPTIONAL FRONT PORCH. L -
INLET,REARSTORMESMT., ]lily 25775
79 A(54•d0 "X84••6 ") RIGHT X X X X X X X X X PAD SOUTHWEST NO 2. PATIO BASE PRODUCTS INCLUDE OPTIONAL PATIO. VVV--- _
RETAINING WALL 3. BUILDING ENVELOPES DEVELOPED FROM INFORMATION PROVIDED TO ESP ASSOCIATES, P.A. BY PULTE HOME CORP. '
20 A(54' -10" X B4'4 ") RIGHT X X X X X X X X X STEM SOUTHWEST NO SIDEIREAR STEM, RETAINING WALL 4. ALL BUILDING ENVELOPES SHALL BE FIELD LOCATED PRIOR TO CONSTRUCTION TO VERIFY PRODUCT FIT.
INLET, SIDE STORM ESMT., 5. MAXIMUM DRIVEWAY SLOPES ASSUMED TO BE 10% FOR HOMES WITH DRIVEWAYS SHOWN EITHER LEFT OR RIGHT. IF %.9'•F.NGINEE�' ��'`
21 A(64' -10 "X84'4 ") LEFT X X X X X X X X X STEM NORTHEAST NO SIDEIREAR STEM UNLESS OTHERWISENOTEDYSAS SHOWNONCONSTRUCTIONPLANSAREUSED ,THENDRIVEWAYSLOPESARE510% /irSipJ,M\,`y_�
22 A(W40 "X84'4 ") LEFT X X X X X X X X X STEM NORTHEAST NO SIDEREAR STEM 6. RECOMMENDED DRIVEWAY ORIENTATION IS AS SHOWN. USE OF OTHER DRIVEWAY ORIENTATION MAY REQUIRE `••1J
ADDITIONAL GRADING CONSIDERATIONS.
23 A(54••10 "X84'4 ") RIGHT X X X X X X X X X STEM EAST NO SIDE/REAR STEM 7. THIS LOT -FIT MATRIX IS CONSIDERED PRELIMINARY AND PROVIDED FOR INFORMATION PURPOSES ONLY. m
24 A(SC40 "X84'4 ") RIGHT X X X X X X X X X STEM EAST NO SIDEIREAR STEM
25 A(54'40 "X84'4") RIGHT X X X X X X X X X PAD EAST NO INLET, REAR STORM ESMT.
26 A(SW40 "X84'4") RIGHT X X X X X X X X X PAD NORTHEAST NO INLET, SIDEIREAR STORM ESMT.
27 A(W40 "X84'4") RIGHT X X X- X X X X X X PAD NORTHEAST NO INLET, SIDEIREAR STORM ESMT.
28 A(S*40 "X84'4 ") RIGHT X X X X X X X X X STEM NORTHEAST NO INLET, REAR STORM ESMT.,
SIDEIREAR STEM
29 A(SC40 "X84'4") LEFT X X X X X X X X X STEM NORTHEAST NO INLET, REAR STORM ESMT.,
SIDEIREAR STEM
JO A(64'•10 "X84'4 ") LEFT X X X X X X X X X STEM NORTHEAST NO INLET, REAR STORM ESMT.,
SIDEIREAR STEM
w
31 A(64'40 "X84'4 ") RIGHT X X X X X X X X X STEM NORTHEAST NO INLET, REAR STORM ESMT., SIDEIREAR STEM z
32 A(S4'- 10'•X84'4") LEFT X X X X X X X X X STEM NORTHEAST NO INLET, REAR STORM ESMT., LOT FIT MATRIX CHART SUMMARY - 65'
SIDE/REAR STEM w
33 A(54'40 "X84'4") LEFT X X X X X X X X X STEM NORTHEAST NO INLET, REAR STORM ESMT., 25
SIDEIREAR STEM O
z
34 A(54'40 "X84'4") LEFT X X X X X X X X X STEM NORTHEAST NO INLET, SIDEIREAR STORM ESMT mg
35 A(S'r40 "X84'4") LEFT X X X X X X X X X STEM NORTHEAST NO SIDE /REAR STEM 5
38 A(54' -10" %84'4 ") LEFT X X X X X X X X X STEM NORTHEAST NO SIDE /REAR STEM wu'
37 A(54' -10 "X84'4 ") RIGHT X X X X X X X X X STEM SOUTHWEST NO INLET, REAR STORM ESMT., S
SIDE /REAR STEM
z rc
38 A(54'40 "X84'4 ") RIGHT X X X X X X X X X STEM SOUTHWEST NO INLET, SIDEIREAR STORM ESMT., w w
38 E (54' -10" X 72'4 ") LEFT FRONT/SIDEIREAR , REARTORM ESMT.,
PAD NORTHWEST NO INLET, REAR STORM ESMT., SIGHT
ZiL ESMT.
40 A(54'•10 "X84'•5 ") RIGHT X X X X X X X X X STEM NORTHWEST NO INLET, REAR STORM ESMT.,
n
REAR/SIDE STEM < �
41 E(54' -10" %72'4 ") RIGHT PAD NORTHWEST NO INLET, SIDE/REAR STORM ESMT. °
42 D (54'-10" X 78'4 ") RIGHT X X X X X X PAD NORTHEAST NO INLET, SIDEIREAR STORM ESMT.
O
z
43 A(54' -10 "X84'4 ") RIGHT X X X X X X X X X PAD NORTHEAST NO INLET, REAR STORM ESMT.
44 A(54'-10 "X84'4") RIGHT X X X X X X X X X PAD NORTHEAST NO INLET, REAR STORM ESMT. U
z
z
0
U
LOT FIT MATRIX FOR INFORMATION PURPOSES ONLY
LL a
0
LU
LOT FIT SYMBOLS - 65' PRODUCTS
w o
_ � N
1 � az
l l l X W>
1 C �
X O
�'
8 Q m
LLJ
a
5a'- 10•X]2'4'
59'- 10'XBd 51'- 10' %]6 -8'
s4•- 10•xw4 6R- 10•%a24• 65' E
65' A 65 C 5 54.83' - LL
_ y1�, �'� 54 �` 50.83'
i_- �,, 0
A PADS B PADS C PADS D PADS E PADS J
0
UNRESTRICTED OPTIONS: UNRESTRICTED OPTIONS: UNRESTRICTED OPTIONS: UNRESTRICTED OPTIONS: RESTRICTED OPTIONS: _
w
FREDRICK BAY FREDRICK BAY FREDRICK BAY FREDRICK BAY NAPA VALLEY
NAPA VALLEY NAPA VALLEY TANGERLY OAK SONOMA COVE
a
SONOMA COVE TANGERLY OAK RESTRICTED OPTIONS: FREDRICK BAY
TANGERLY OAK RESTRICTED OPTIONS: SONOMA COVE
RESTRICTED OPTIONS: NAPA VALLEY NAPA VALLEY NOT AVAILABLE: PROJECT INFORMATION
SONOMA COVE SONOMA COVE TANGERLY OAK TANGERLY OAK PROJECT MANAGER: DES
DESIGNED BY: TMM
DRAWN BY: RVC
PROJECT NUMBER: BR01.402
Q ORIGINAL DATE: 02!082015
SHEET:
( PRELIMINARY PLAT AND CONSTRUCTION PLANS C3.7
LOT COUNT
TANGERLY OAK
(65' LOTS)
AMBER
MEADOWS
-
65' SINGLE
FAMILY PRODUCTS
25/64.10%
64••3"
54'•0•
�I {
�.� Sy.•o. —..�
vnm
916y/
m
Mlp /AMY
�
9MPL f,N /ua
MNINW
41WL
9WNY i1.10/LWU Mp
�1n
FREORICK BAY
r'M+•
Oq 0J00
NAPA VALLEY
v�
°, °,Y ° y'
nnt°
SONOMA COVE
m'^��
�� � �
e"vie
TANGERLY OAK
o'
A
Ms4•
�Ms4' -to^
� Sa• -1o^
4---- -1o•
sa• -1a"
LOT COUNT
TANGERLY OAK
(65' LOTS)
TOTAL
39
PAD
14 / 35.90%
STEM
25/64.10%

TULLAMORE SUBDIVISION
SINGLE FAMILY RESIDENTIP
LOT 7 -- ZONE R
TAX# 06222479
VILLAGE OF MARVIN
GRADING NOTES
1, B O UNDARY LI NE INFORMATION TAKEN FR OM 'BOUNDARY AND RECOMBINATION SURVE Y
OF TAX PARCELS #062220030 AND #062010070" BEING 24.051 ACRES TOTAL, BY ESP
ASSOCIATES, PA., DATED 0510512014. TOPOGRAPHIC INFORMATION, SHOWN WITHIN
PROJECT LIMITS, TAKEN FROM "TOPOGRAPHIC SURVEY OF A PORTION OF TAX PARCELS
#06222003C AND #06201007G" BY ESP ASSOCIATES, P.A., DATED 02126/2095.
1, APPROVAL OF THIS PLAN IS NOT AN AUTHORI7ATION TO GLADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING, WRITTEN PERMISSION MUST BE
OBTAINED FROM THE ADJACENT PROPERTY OWNER(S).
2. CLEARING AND GRUBBING SHALL BE PERFORMED WITHIN THE LIMITS SHOWN ON THE
PLANS. ALL TIMBER, BRUSH ROOTS, STUMPS, TREES, OR OTHER VEGETATION CUT
DURING THE CLEARING OPERATIONS SHALL BECOME THE CONTRACTOR'S
RESPONSIBILITY TO DISPOSE OF PROPERLY, AND SHALL BE EITHER REMOVED FROM THE
PROJECT SITE BY THE CONTRACTOR, OR SATISFACTORILY DISPOSED OF ON-SITE WITH
APPROVAL FROM THE OWNER.
3, WHEN UNDERGROUND OBSTRUCTIONS NOT SHOWN ON THE CONSTRUCTION DRAWINGS
(ROCK, PIPING, ETC.) ARE ENCOUNTERED, THE CONTRACTOR SHALL PROMPTLY REPORT
THE CONFLICT TO THE OWNER'S ENGINEER, ALL CHANGES MUST BE APPROVED IN
WRITING BY THE ENGINEER BEFORE CONSTRUCTION CAN PROCEED.
4. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR REPAIR AND /OR REPLACEMENT OF
ANY UTILITIES DAMAGED DURING CONSTRUCTION.
5. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PROPER REMOVAL OF ALL
CONSTRUCTION WASTE AND DEBRIS. ALL WASTE AND DEBRIS SHALL BE LEGALLY
DISPOSED AT AN OFFSITE LOCATION.
6. ROAD SHOULDERS, SWALES, BACK -OF- CURBS, AND CUTIFILL BANKS SHALL BE
COMPLETELY DRESSED BY THE CONTRACTOR AND SEEDED AS SOON AS POSSIBLE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THESE AREAS UNTIL A
PERMANENT STAND OF GRASS IS ESTABLISHED.
T CUT AND FILL SLOPES OF ANY AREA SHALL NOT EXCEED THE RATIO OF 2:1, UNLESS
NOTED OTHERWISE.
8. STREETS SHALL BE GRADED IN ACCORDANCE WITH THE LINES AND GRADE SET BY THE
ENGINEER. BEFORE PLACING CURB AND GUTTER OR BASE ON THE GRADED SUBGRADE,
THE SUBGRADE SHALL BE COMPACTED TO 100% IN ACCORDANCE WITH AASHTO -T99 AND
NCDOT SPECIFICATIONS SECTIONS 500, AND THEN SHALL BE PROOF ROLLED IN THE
PRESENCE OF THE ENGINEER. PLACES THAT ARE FOUND TO BE LOOSE, SOFT, OR
COMPOSED OF UNSUITABLE MATERIALS, WHETHER IN THE SUBGRADE OR BELOW IT,
MUST BE DUG OUT AND REFILLS WITH SUITABLE MATERIAL. ALL EMBANKMENTS OR
FILLS SHALL BE MADE IN SIX -INCH VERTICAL LIFTS OF SUITABLE MATERIAL. THE FILL
SHALL BE ROLLED WITH A SHEEPS -FOOT ROLLER AFTER EACH LIFT, FOLLOWED BY A
WHEEL ROLLER, EACH WEIGHING NOT LESS THAN TEN (10) TONS.
9, THE STONE BASE SHALL BE COMPACTED TO 100 %c OF THE MAXIMUM DENSITY
OBTAINABLE WITH THE MODIFIED PROCTOR TEST (AASHTO -T180) BY ROLLING WITH RING
OR TAMPING ROLLER OR WITH A PNEUMATIC TIRED ROLLER WITH A MINIMUM WEIGHT OF
TEN TONS, WHEN COMPLETED, THE BASE COURSE SHALL BE SMOOTH, HARD, DENSE,
UNYIELDING AND WELL BONDED.
10. SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3,600 PSI CONCRETE AND
SHALL BE 4- INCHES THICK, CONSTRUCTED ON AN ADEQUATELY GRADED BASE,
SUBGRADE SHALL BE COMPACTED TO 95 % OF THE MAXIMUM DENSITY OBTAINABLE WITH
THE STANDARD PROCTOR TEST. THE SURFACE OF THE SIDEWALK SHALL BE STEEL
TROWEL AND LIGHT BROOM FINISHED AND CURED WITH ACCEPTABLE CONCRETE
CURING COMPOUND. TOOLED JOINTS SHALL BE PROVIDED AT INTERVALS OF NOT LESS
THAN FIVE (5) FEET AND EXPANSION JOINTS AT INTERVALS OF NOT MORE THAN
FORTY -FIVE (45) FEET. THE SIDEWALK SHALL HAVE A LATERAL SLOPE OF ONE- QUATER
(114) INCH PER FOOT,
11. FILL EMBANKMENTS SHALL BE FORMED OF SUITABLE MATERIAL PLACED IN SUCCESSIVE
LAYERS NOT TO EXCEED MORE THAN SIX (6) INCHES IN DEPTH FOR THE FULL WIDTH OF
THE CROSS - SECTION, INCLUDING THE WIDTH OF THE SLOPE AREA. NO STUMPS, TREES,
BRUSH, RUBBISH OR OTHER UNSUITABLE MATERIALS OR SUBSTANCES SHALL BE PLACED
IN THE EMBANKMENT. EACH SUCCESSIVE SIX (6) INCH LAYER SHALL BI- THOROUGHLY
COMPACTED BY THE SHEEPS -FOOT TAMPING ROLLER, 10 -TON POWER ROLLER,
PNEUMATIC -TIRED ROLLER, OR OTHER METHODS APPROVED BY THE ENGINEER.
EMBANKMENTS OVER AND AROUND ALL PIPE CULVERTS SHALL BE OF SELECT MATERIAL,
PLACED AND THOROUGHLY TAMPED AND COMPACTED AS DIRECTED BY THE ENGINEER.
12. ALL BACKFILL SHALL BE OF LOW PLASTICITY, FREE FROM ROOTS, VEGETATIVE MATTER,
WASTE, CONSTRUCTION MATERIAL, AND OTHER OBJECTIONABLE MATERIAL, SAID
MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THE
MATERIAL SHALL HAVE NO TENDENCY TO FLOW OR. BEHAVE IN A PLASTIC MANNER
UNDER THE TAMPING BLOWS OR PROOF ROLLING.
13. THE CONCRETE CURB AND GUTTER SHALL BE CONSTRUCTED ACCORDING TO THE LINES
AND GRADES ESTABLISHED BY THE ENGINEER.
14. IN ORDER TO ENSURE PROPER DRAINAGE, CURB SHALL HAVE A MINIMUM OF 0.50 %
SLOPE, UNLESS SPILL CURB IS INDICATED ON THE PLANS. CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING POSITIVE DRAINAGEAT ALL INTERSECTIONS. SPECIAL
CARE MUST BE TAKEN AT LOCATIONS WHERE SPILL CURB IS INDICATED.
15. ALL PROPOSED GRADES SHOWN ON THESE PLANS ARE FINAL GRADES. CONTRACTOR
SHALL BE RESPONSIBLE FOR DETERMINING THE APPROPRIATE SUBGRADE ELEVATIONS.
16, THE NCDOT ASSUMES NO RESPONSIBLY FOR THE STRUCTURES AND /OR CLOSED
DRAINAGE SYSTEM BEYOND THE PUBLIC RMi.
23
:.UGENE C. & WHITNEY BEARD
TULLAMORE SUBDIVISION `\ §
SINGLE FAMILY RESIDENTIAL 24 K
DB 6291 PG 836 - ZONE R
TAX# 06222478
VILLAGE OF MA
25
TAREQ & NOURANA AMIN
TULLAMORE SUBDIVISION
SINGLE FAMILY RESIDENTIAL
DB 6321 PG 556 - ZONE R w
TAX# 06222477,-` Y' r 26
VILLAGE OF M IN
PULTE HOME CORP- -" �� `fir
TULLAMORE SUBDIVISION
SINGLE FAMILY RESIDENTIAL
LOT 4 -- ZONE 4 \�
TAX# €36222476 /�
VILLAGE OF MARVIM " \ t. 2E
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PULTE HOME CORP.
TULLAMORE SUBDIVISION 0 ,
SINGLE FAMILY RESIDENTIAL
LOT 3 - ZONE R
TAX# 06222475.
VILLAGE OF MARVIW__�
PULTE HOME CORP,
TULLAMORE SUBDIVISION
SINGLE FAMILY RESIDENTIAL ff
LOT 2 - ZONE R�
TAX# 06222474
VILLAGE OF MARVw,"� J
GyU TULLAMORE O SUBDIVISION
SINGLE FAMILY RESIDENTIAL
G- LOT 1 - ZONE R
TAX# 06222473
�A VILLAGE OF MARVIN��/
O
PULTE HOME CORPORATION
TULLAMORE SUBDIVISION u,
PC M FILE 176 -180
On^"r C1 C11A'r1^R1 I er_Cw1n
TOP OF STRUCTURAL PAD
BOTTOM OF STEM WALL
SWALE FLOW LINE
HIGH POINT
FINISHED GROUND
EDGE OF PAVEMENT
TOP OF WALL
BOTTOM OF WALL
1�
PULTE HOME CORP.
TULLAMORE SUBDIVISION V)
TAX# 06222519
ZONE R -- COMMON
OPEN SPACE
VILLAGE OF MARVIN
i
PTG PROPERTIES L /
DB 6010 PG
TAX #061 02F
ZONE R NDEVELOP D t�,
QJ
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Z LLC
24 1 0 T >�
\ UNDEVELOPED
VILLAGE OF MARVIN
LONGVIEW SOUTH LLC
DB 2004 PG 864
\ Sj PC L FILE 526
\ ao' TRACT #1 - ZONE R
\ UNDEVELOPED
i \�G TAX #06201007A
UNION COUNTY
1
LINE EASEMENT
DB, 3429 PG, 25
PAUL E. & REBECCA
T. JEFFREY
CANTERFIELD CREEK
DB 1240 PG 738
TAX #06201294 j
ZONE R -- SINGLE L
FAMILY RESIDENTIAL
VILLAGE OF MARVIN
JASON W. HAFENERER\
CANTERFIELD CREEK
\[3B 5767 PG 103
X #06201293 /
LEGEND
PROJECT MANAGER:
STORM DRAINAGE NOTES:
DESIGNED BY:
TMM
1, RIM FOR CATCH BASINS (CB) = FRONT CENTER OF GRATE AT EDGE OF PAVEMENT.
PORTION OF \
PTG PROPERTIES LL'\
\
\
BR01.402
Mco
DS 6010 PG 853
249813 SO FT
FIELD LOCATED T.O.B.
wry r
PROP, STORM DRAINAGE EASEMENT (SDE)
5.735 ACRES
MCBRIDE CREEK
AMBER MEADOW - SHEET INDEX
SCALE: -
TO BE COMBINED WITH
\
4. JUNCTION STRUCTURES INSTALLED OUTSIDE OF PAVEMENT AND LANDSCAPED AREAS SHALL BE
LONGVIEW SOUTH, LLC \
ONE R - UNDEVELOPED
\�
PROP. SANITARY SEWER EASEMENT
LAGE OF MARVIN f
PTG PROPERTIES LLC
PROP. LANDSCAPE BUFFER
�}
DB 6010 PG 853
GENERAL NOTES:
ZONE
TAX #06198002F
R - UNDEVELOPED /o
PROP. SLOPE MATTING (NAG SC150 ECB)
�.
VILLAGE OF _MARVIN' �j
3. STREET CONSTRUCTION MATERIALS AND CONSTRUCTION STANDARDS SHALL
:.,
POND WATER EL�T`V. AT �
t �.._ "
i �-�
MEET NC DOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, AND
•_
TIME OF SURVEY: X585.20
QQ� ,
ROADWAY STANDARD DRAWINGS AS REVISED JANUARY 2012 (AND AS
PERMANENT DETE(�TION
SUBSEQUENTLY AMENDED), EXCEPT WHERE TOWN OF WEDDINGTON
EASEMENT `�,
t
�
STANDARDS ARE M ORE STRINGENT.
^ -
COS
2. IF REQUIRED BY THE VILLAGE, COMPACTION TESTS SHALL BE MADE BY AN
;, , TAX# 06222517
`
INDEPENDEDNT TESTING LAB AT OWNER'S EXPENSE,
:' PULTE HOME CORP.
I ! I
PROP. RETAINING WALT,. GEOGRID
48.9 ACRES ZONE R -
3. THE FINAL LIFT OF ASPHALT PAVEMENT SHALL NOT BE PLACED UNTIL AFTER 80%
STORMWATER DETENTION
-- - _
OF HOME SITES ARE DEVELOPED. THE FINAL LIFT OF PAVEMENT SHALL NOT BE
PLACED FOR STREETS THAT WILL BE USED T O ACCESS FUTUR E P HAS ES UNTIL
L
VILLAGE OF MARVIN
-- -"
, `
THOSE PHASES REACH 80 % BUILD -OUT.
Y
r -
4. PRIOR TO FINAL ACCEPTANCE, THE DEVELOPER SHALL BE RESPONSIBLE FOR
BUTYL SEALANT JOINTS, UNLESS OTHERWISE SPECIFICALLY NOTED ON THE CONSTRUCTION PLANS,
CORRECTING ALL PROBLEMS ASSOCIATED WITH THE PROJECT, INCLUDING
12, ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL.
THOSE ITEMS NOT NECESSARILY COVERED BY THE PLANS, TO ENSURE THE
11 ANY STORM DRAIN STRUCTURES OVER THREE (3) FEET, SIX (6) INCHES IN HEIGHT SHALL HAVE
SATISFACTORY COMPLETION OF THE TOTAL PROJECT.Y
STEPS IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS.
TULLAMORE SUBDIVISION
SINGLE FAMILY RESIDENTIP
LOT 7 -- ZONE R
TAX# 06222479
VILLAGE OF MARVIN
GRADING NOTES
1, B O UNDARY LI NE INFORMATION TAKEN FR OM 'BOUNDARY AND RECOMBINATION SURVE Y
OF TAX PARCELS #062220030 AND #062010070" BEING 24.051 ACRES TOTAL, BY ESP
ASSOCIATES, PA., DATED 0510512014. TOPOGRAPHIC INFORMATION, SHOWN WITHIN
PROJECT LIMITS, TAKEN FROM "TOPOGRAPHIC SURVEY OF A PORTION OF TAX PARCELS
#06222003C AND #06201007G" BY ESP ASSOCIATES, P.A., DATED 02126/2095.
1, APPROVAL OF THIS PLAN IS NOT AN AUTHORI7ATION TO GLADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING, WRITTEN PERMISSION MUST BE
OBTAINED FROM THE ADJACENT PROPERTY OWNER(S).
2. CLEARING AND GRUBBING SHALL BE PERFORMED WITHIN THE LIMITS SHOWN ON THE
PLANS. ALL TIMBER, BRUSH ROOTS, STUMPS, TREES, OR OTHER VEGETATION CUT
DURING THE CLEARING OPERATIONS SHALL BECOME THE CONTRACTOR'S
RESPONSIBILITY TO DISPOSE OF PROPERLY, AND SHALL BE EITHER REMOVED FROM THE
PROJECT SITE BY THE CONTRACTOR, OR SATISFACTORILY DISPOSED OF ON-SITE WITH
APPROVAL FROM THE OWNER.
3, WHEN UNDERGROUND OBSTRUCTIONS NOT SHOWN ON THE CONSTRUCTION DRAWINGS
(ROCK, PIPING, ETC.) ARE ENCOUNTERED, THE CONTRACTOR SHALL PROMPTLY REPORT
THE CONFLICT TO THE OWNER'S ENGINEER, ALL CHANGES MUST BE APPROVED IN
WRITING BY THE ENGINEER BEFORE CONSTRUCTION CAN PROCEED.
4. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR REPAIR AND /OR REPLACEMENT OF
ANY UTILITIES DAMAGED DURING CONSTRUCTION.
5. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PROPER REMOVAL OF ALL
CONSTRUCTION WASTE AND DEBRIS. ALL WASTE AND DEBRIS SHALL BE LEGALLY
DISPOSED AT AN OFFSITE LOCATION.
6. ROAD SHOULDERS, SWALES, BACK -OF- CURBS, AND CUTIFILL BANKS SHALL BE
COMPLETELY DRESSED BY THE CONTRACTOR AND SEEDED AS SOON AS POSSIBLE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THESE AREAS UNTIL A
PERMANENT STAND OF GRASS IS ESTABLISHED.
T CUT AND FILL SLOPES OF ANY AREA SHALL NOT EXCEED THE RATIO OF 2:1, UNLESS
NOTED OTHERWISE.
8. STREETS SHALL BE GRADED IN ACCORDANCE WITH THE LINES AND GRADE SET BY THE
ENGINEER. BEFORE PLACING CURB AND GUTTER OR BASE ON THE GRADED SUBGRADE,
THE SUBGRADE SHALL BE COMPACTED TO 100% IN ACCORDANCE WITH AASHTO -T99 AND
NCDOT SPECIFICATIONS SECTIONS 500, AND THEN SHALL BE PROOF ROLLED IN THE
PRESENCE OF THE ENGINEER. PLACES THAT ARE FOUND TO BE LOOSE, SOFT, OR
COMPOSED OF UNSUITABLE MATERIALS, WHETHER IN THE SUBGRADE OR BELOW IT,
MUST BE DUG OUT AND REFILLS WITH SUITABLE MATERIAL. ALL EMBANKMENTS OR
FILLS SHALL BE MADE IN SIX -INCH VERTICAL LIFTS OF SUITABLE MATERIAL. THE FILL
SHALL BE ROLLED WITH A SHEEPS -FOOT ROLLER AFTER EACH LIFT, FOLLOWED BY A
WHEEL ROLLER, EACH WEIGHING NOT LESS THAN TEN (10) TONS.
9, THE STONE BASE SHALL BE COMPACTED TO 100 %c OF THE MAXIMUM DENSITY
OBTAINABLE WITH THE MODIFIED PROCTOR TEST (AASHTO -T180) BY ROLLING WITH RING
OR TAMPING ROLLER OR WITH A PNEUMATIC TIRED ROLLER WITH A MINIMUM WEIGHT OF
TEN TONS, WHEN COMPLETED, THE BASE COURSE SHALL BE SMOOTH, HARD, DENSE,
UNYIELDING AND WELL BONDED.
10. SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3,600 PSI CONCRETE AND
SHALL BE 4- INCHES THICK, CONSTRUCTED ON AN ADEQUATELY GRADED BASE,
SUBGRADE SHALL BE COMPACTED TO 95 % OF THE MAXIMUM DENSITY OBTAINABLE WITH
THE STANDARD PROCTOR TEST. THE SURFACE OF THE SIDEWALK SHALL BE STEEL
TROWEL AND LIGHT BROOM FINISHED AND CURED WITH ACCEPTABLE CONCRETE
CURING COMPOUND. TOOLED JOINTS SHALL BE PROVIDED AT INTERVALS OF NOT LESS
THAN FIVE (5) FEET AND EXPANSION JOINTS AT INTERVALS OF NOT MORE THAN
FORTY -FIVE (45) FEET. THE SIDEWALK SHALL HAVE A LATERAL SLOPE OF ONE- QUATER
(114) INCH PER FOOT,
11. FILL EMBANKMENTS SHALL BE FORMED OF SUITABLE MATERIAL PLACED IN SUCCESSIVE
LAYERS NOT TO EXCEED MORE THAN SIX (6) INCHES IN DEPTH FOR THE FULL WIDTH OF
THE CROSS - SECTION, INCLUDING THE WIDTH OF THE SLOPE AREA. NO STUMPS, TREES,
BRUSH, RUBBISH OR OTHER UNSUITABLE MATERIALS OR SUBSTANCES SHALL BE PLACED
IN THE EMBANKMENT. EACH SUCCESSIVE SIX (6) INCH LAYER SHALL BI- THOROUGHLY
COMPACTED BY THE SHEEPS -FOOT TAMPING ROLLER, 10 -TON POWER ROLLER,
PNEUMATIC -TIRED ROLLER, OR OTHER METHODS APPROVED BY THE ENGINEER.
EMBANKMENTS OVER AND AROUND ALL PIPE CULVERTS SHALL BE OF SELECT MATERIAL,
PLACED AND THOROUGHLY TAMPED AND COMPACTED AS DIRECTED BY THE ENGINEER.
12. ALL BACKFILL SHALL BE OF LOW PLASTICITY, FREE FROM ROOTS, VEGETATIVE MATTER,
WASTE, CONSTRUCTION MATERIAL, AND OTHER OBJECTIONABLE MATERIAL, SAID
MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THE
MATERIAL SHALL HAVE NO TENDENCY TO FLOW OR. BEHAVE IN A PLASTIC MANNER
UNDER THE TAMPING BLOWS OR PROOF ROLLING.
13. THE CONCRETE CURB AND GUTTER SHALL BE CONSTRUCTED ACCORDING TO THE LINES
AND GRADES ESTABLISHED BY THE ENGINEER.
14. IN ORDER TO ENSURE PROPER DRAINAGE, CURB SHALL HAVE A MINIMUM OF 0.50 %
SLOPE, UNLESS SPILL CURB IS INDICATED ON THE PLANS. CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING POSITIVE DRAINAGEAT ALL INTERSECTIONS. SPECIAL
CARE MUST BE TAKEN AT LOCATIONS WHERE SPILL CURB IS INDICATED.
15. ALL PROPOSED GRADES SHOWN ON THESE PLANS ARE FINAL GRADES. CONTRACTOR
SHALL BE RESPONSIBLE FOR DETERMINING THE APPROPRIATE SUBGRADE ELEVATIONS.
16, THE NCDOT ASSUMES NO RESPONSIBLY FOR THE STRUCTURES AND /OR CLOSED
DRAINAGE SYSTEM BEYOND THE PUBLIC RMi.
23
:.UGENE C. & WHITNEY BEARD
TULLAMORE SUBDIVISION `\ §
SINGLE FAMILY RESIDENTIAL 24 K
DB 6291 PG 836 - ZONE R
TAX# 06222478
VILLAGE OF MA
25
TAREQ & NOURANA AMIN
TULLAMORE SUBDIVISION
SINGLE FAMILY RESIDENTIAL
DB 6321 PG 556 - ZONE R w
TAX# 06222477,-` Y' r 26
VILLAGE OF M IN
PULTE HOME CORP- -" �� `fir
TULLAMORE SUBDIVISION
SINGLE FAMILY RESIDENTIAL
LOT 4 -- ZONE 4 \�
TAX# €36222476 /�
VILLAGE OF MARVIM " \ t. 2E
d d
PULTE HOME CORP.
TULLAMORE SUBDIVISION 0 ,
SINGLE FAMILY RESIDENTIAL
LOT 3 - ZONE R
TAX# 06222475.
VILLAGE OF MARVIW__�
PULTE HOME CORP,
TULLAMORE SUBDIVISION
SINGLE FAMILY RESIDENTIAL ff
LOT 2 - ZONE R�
TAX# 06222474
VILLAGE OF MARVw,"� J
GyU TULLAMORE O SUBDIVISION
SINGLE FAMILY RESIDENTIAL
G- LOT 1 - ZONE R
TAX# 06222473
�A VILLAGE OF MARVIN��/
O
PULTE HOME CORPORATION
TULLAMORE SUBDIVISION u,
PC M FILE 176 -180
On^"r C1 C11A'r1^R1 I er_Cw1n
TOP OF STRUCTURAL PAD
BOTTOM OF STEM WALL
SWALE FLOW LINE
HIGH POINT
FINISHED GROUND
EDGE OF PAVEMENT
TOP OF WALL
BOTTOM OF WALL
1�
PULTE HOME CORP.
TULLAMORE SUBDIVISION V)
TAX# 06222519
ZONE R -- COMMON
OPEN SPACE
VILLAGE OF MARVIN
i
PTG PROPERTIES L /
DB 6010 PG
TAX #061 02F
ZONE R NDEVELOP D t�,
QJ
h
Z LLC
24 1 0 T >�
\ UNDEVELOPED
VILLAGE OF MARVIN
LONGVIEW SOUTH LLC
DB 2004 PG 864
\ Sj PC L FILE 526
\ ao' TRACT #1 - ZONE R
\ UNDEVELOPED
i \�G TAX #06201007A
UNION COUNTY
1
LINE EASEMENT
DB, 3429 PG, 25
PAUL E. & REBECCA
T. JEFFREY
CANTERFIELD CREEK
DB 1240 PG 738
TAX #06201294 j
ZONE R -- SINGLE L
FAMILY RESIDENTIAL
VILLAGE OF MARVIN
JASON W. HAFENERER\
CANTERFIELD CREEK
\[3B 5767 PG 103
X #06201293 /
LEGEND
PROJECT MANAGER:
STORM DRAINAGE NOTES:
DESIGNED BY:
TMM
1, RIM FOR CATCH BASINS (CB) = FRONT CENTER OF GRATE AT EDGE OF PAVEMENT.
MTK
PROP. CONCRETE SIDEWALK
BR01.402
Mco
Ear-
2. RIM FOR DROP INLET'S (DI) = TOP CENTER OF GRATE
wry r
PROP, STORM DRAINAGE EASEMENT (SDE)
3. RIM FOR JUNCTION BOXES (JB) = TOP CENTER OF MANHOLE COVER
0
is
7
4. JUNCTION STRUCTURES INSTALLED OUTSIDE OF PAVEMENT AND LANDSCAPED AREAS SHALL BE
,
PROP. SANITARY SEWER EASEMENT
SET TWO (2) ABOVE FINAL GRADE.
PROP. LANDSCAPE BUFFER
5. ALL STORM DRAINAGE STRUCTURES AND PIPES SHALL BE DESIGNED AND CONSTRUCTED IN
o
t�
CD
ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS.
/ '
PROP. SLOPE MATTING (NAG SC150 ECB)
6. ALL STORM DRAINAGE SYSTEMS SHALL MEET NCDENR STANDARDS FOR STORM WATER
. .,.' ...... �' . _.'. '.
`ALL
MANAGEMENT AND SEDIMENT REDUCTION.
T
PROP. WATER QUALITY BUFFER
7. CONTRACTOR SHALL INSPECT ALL EXISTING STORM DRAINAGE STRUCTURES, CONTRACTOR
/ / E
SHALL BE RESPONSIBLE FOR ANY REPAIRS REQUIRED TO EXISTING STRUCTURES AND SHALL CLEAN
\ `- ` \
<. \ 7:.`-:-. ` .' ;��. \' `. \'��
EXIST. WETLANDS
EXISTING PIPES TO REMOVE ALL SILT AND DEBRIS.
8. CONTRACTOR SHALL VERIFY EXISTING GRADES PRIOR TO BEGINNING CONSTRUCTION.
EXIST. STREAM
CONTRACTOR SHALL NOTIFY ENGINEER OF ANY VARIATION FROM THE PLANS,
9. ALL STORM BRAIN PIPE WITHIN EXISTING AND PROPOSED PUBLIC STREET RIGHT -OF -WAYS SHALL
I ! I
PROP. RETAINING WALT,. GEOGRID
BE CONCRETE PIPE (RCP) CLASS III PER NCDOT SPECIFICATIONS, UNLESS OTHERWISE
NOTEDREINFORCED
-- - _
EXIST. MAJOR CONTOUR
10, THE MINIMUM COVER FOR ALL STORM DRAIN PIPE WITHIN PAVEMENT SECTIONS IS THREE (3)
FEET, UNLESS THE PIPE IS REP CLASS IV, IN WHICH CASE IT SHALL HAVE A MINIMUM OF ONE (1)
EXIST. MINOR CONTOUR
FOOT OF COVER.
11, RCP STORM DRAINAGE PIPE SHALL BE TONGUE AND GROOVE TYPE WITH FLEXIBLE MASTIC OR
PROP. CONTOUR
BUTYL SEALANT JOINTS, UNLESS OTHERWISE SPECIFICALLY NOTED ON THE CONSTRUCTION PLANS,
12, ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL.
11 ANY STORM DRAIN STRUCTURES OVER THREE (3) FEET, SIX (6) INCHES IN HEIGHT SHALL HAVE
STEPS IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS.
PROP. LOT LINE
14, ALL FRAMES, GRATES, RINGS, COVERS, ETC., MUST CONFORM TO NCDOT STANDARD
SPECIFICATIONS, ALL CATCH BASINS (CB) SHALL HAVE TRAFFIC LOAD BEARING GRATES PER NCDOT
PROP, BEM WALL
SPECIFICATIONS.
(APPROX. - SEE NOTE)
15. ALL TRENCH BACKFILL SHALL BE OF LOW PLASTICITY, FREE FROM ROOTS, VEGETATIVE MATTER,
LOT NUMBER
WASTE, CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE
CAPABLE OF BEING COMPACTS BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW
OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
FFE= 561 .69
HOUSE FINISHED FLOOR ELEV.
GE--561.19
GARAGE FLOOR ELEV.
16. MATERIALS DEEMED BY THE GEOTECHNICAL ENGINEER AS UNSUITABLE FOR BACKFILL
PAD =560.$9
PAD ELEV.
PURPOSES SHALL BE REMOVED AND REPLACED WITH SELECT BACKFILL MATERIAL.
PROP, PAD
17, BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID.
PROP, PAD TYPE
THE FILL AROUND THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED EIGHT (8) INCHES, EACH
LAYER SHALL BE THOROUGHLY COMPACTED TO 95 % OF THE MAXIMUM DENSITY OBTAINABLE WITH
52' A
THE STANDARD PROCTOR TEST (A DENSITY OF 100 % STANDARD PROCTOR IS REQUIRED FOR THE
APPROX. LOG. PROP. 30'
GREENWAY EASEMENT (TYP)
BCC REAL ESTATE
DB 5598 PG 854
PC L FILE 526
TPAPT ..49 - 7nt IP' R
CHRISTOS L, &
SHARON H. NAKOS
CANTERFIELD GREEK
DB 5232 PG 895
TAX #06201294
ZONE R - SINGLE
FAMILY RESIDENTIAL
VILLAGE OF MARVIN
WILLIAM M. &
VIOLET S. SORENSON
CANTERFIELD CREEK
DS 1243 PG 112
TAX #06201295
ZONE R - SINGLE
FAMILY RESIDENTIAL
VILLAGE OF MARVIN
PROP. DRIVEWAY SLOPE TOP EIGHT (8) INCHES).
a (CALCULATED FROM 2' BEHIND
m
In BACK OF SIDEWALK TO PAD ELEV.) 18, COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION
t° `y METHODS. EACH LAYER OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTS IN
PROP. CONCRETE DRIVEWAY PLACE.
PROP. F CONCRETE SIDEWALK
(TO BE INSTALLED BY HOMEBUILDER) 19. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES
AFTER THE PIPE HAS BEEN PLACED.
NOTE: STEIN WALLS SHOWN SHALL BE APPROXIMATE, STEM 20. THE NCDOT ASSUMES NO REPONSIBILITY FOR THE STRUCTURES AND /OR CLOSED DRAINAGE
WALLS SHOWN START /END AT A VERTICAL. DISTANCE OF I.5` SYSTEM BEYOND THE PUBLIC ROAD RIGHT OF WAY.
BELOW HOUSE FFIE. CONTRACTOR SHALL BE RESPONSIBLE
FOR DETERMINING FINAL STEM WALL LENGTH AND HEIIGHT /2\ RETAINING WALL, NOTES:
TO MEET PROPOSED GRADING CONDITIONS SHOWN WITHIN �L.:.,,
THIS PLAN SET. 1, CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING ALL RETAINING WALLS DESIGNED AND
SEALED BY A PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF NORTH CAROLINA,
TYPICAL LOT LAYOUT WHO IS EXPERIENCED AND QUALIFIED IN SUCH WORK.
%ITS 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A BUILDING PERMIT FOR RETAINING WALL
CONSTRUCTION PER STATE AND LOCAL BUILDING CODES
3, CONTRACTOR AND CONTRACTOR'S REGISTERED PROFESSIONAL ENGINEER ARE
RESPONSIBLE FOR VERIFYING THE DESIGN SOIL PARAMETERS INDICATED IN THE
GEOTECHNICAL REPORT. THESE VALUES INCLUDE, BUT NOT LIMITED TO: FRICTION ANGLE
(PHI), COHESION COEFFICIENT (C), SOIL UNIT WEIGHT, SOIL CLASSIFICATION, AND
RECOMMENDED LATERAL EARTH PRESSURE COEFFICIENTS FOR REINFORCED ZONE SOIL,
RETAINS ZONE SOIL, AND FOUNDATION ZONE SOIL COMPONENTS AS DETERMINED FROM
THE FOLLOWING LABORATORY TESTS:
A. STANDARD PROCTOR
B. ATTERBERG LIMITS
C. GRAIN SIZE ANALYSIS
2 D. TRIAXIAL SHEAR
4. CONTRACTOR AND CONTRACTOR'S REGISTERED PROFESSIONAL ENGINEER ARE
RESPONSIBLE FOR PERFORMING OR CAUSING TO BE PERFORMED ANY REQUIRED TESTS,
STUDIES, ANALYSES, ETC THAT MAY BE NEEDED TO SUPPORT THE DESIGN OF THE RETAINING
WALLS - MINIMUM REQUIREMENTS INCLUDE THE FOLLOWING:
A. GLOBAL STABILITY
B. SLIDING
.I
C. OVERTURNING
D. ECCENTRICITY
E. BEARING FAILURE
F. EXCESSIVE SETTLEMENT
L ` G. INTERNAL STABILITY
\ H. OUTSIDE INFLUENCING FORCES INCLUDED IN DESIGN
5. CONTRACTOR AND CONTRACTOR'S REGISTERED PROFESSIONAL ENGINEER MAY NOT
/ \ EXCLUDE OR ASSIGN TO OTHERS ANY OF THE OBLIGATIONS OR ITEMS NOTED ABOVE.
6. A STATEMENT OF SPECIAL INSPECTIONS SHALL BE SUBMITTED BY THE CONTRACTOR'S
\ PROFESSIONAL ENGINEER RESPONSIBLE FOR THE RETAINING WALL DESIGN AS A CONDITION
IN, FOR PERMIT ISSUANCE IN ACCORDANCE WITH THE SPECIAL INSPECTION REQUIREMENTS OF
THE NORTH CAROLINA STATE BUILDING CODE.
7. A FINAL REPORT OF SPECIAL INSPECTIONS. DOCUMENTING THE COMPLETION OF ALL SPECIAL
INSPECTIONS AND CONFIRMING THE CORRECTION OF ANY DISCREPANCIES. SHALL BE
SUBMITTED PRIOR TO ISSUANCE OF A CERTIFICATE OF USE AND OCCUPANCY.
8, OWNER SHALL BE RESPONSIBLE FOR HAVING A PROFESSIONAL ENGINEER, REGISTERED IN
17 THE STATE OF NORTH CAROLINA, CERTIFY THAT THE RETAINING WALL(S) WERE BUILT IN
CONFORMANCE WITH THE RETAINING WALL DRAWINGS, THESE SPECIFIC NOTES, AND THE
uSHED BUFFER� CONSTRUCTION DOCUMENTS.
9. CONTRACTOR SHALL INSTALL FENCING ALONG THE TOP OF RETAINING WALLS, FENCE TYPE,
LENGTH AND HEIGHT SHALL BE PER DEVELOPER SPECIFICATIONS.
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DB 1491 PG 244
TAX #06201007
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SKEET:
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RIM: 600.95
CANTERFIELD CREEK INV. OUT: 587.17
DB 5767 PG 103 PAUL E. & REBECCA T, JEFFREY CHRISTOS L. & SHARON H. NAKOS
TAX #06201293 CANTERRELD CREEK
ZONE R -- SINGLE FAMILY RESIDENTIAL CANTERFIELD CREEK EX. CB
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ZONE R - SINGLE FAMILY RESIDENTIAL ZONE R - SINGLE FAMILY RESIDENTIAL. INV. IN: 590.41
VILLA INV. IN( A): 590.28
GE OF MARVIN VILLAGE OF MARVIN
INV. OUT: 590.04
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LEGEND
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DESIGNED BY:
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DRAWN BY:
PROP. CONCRETE SIDEWALK
PROJECT NUMBER:
BR01,402
ORIGINAL DATE:
0210612015
PROP. STORM DRAINAGE EASEMENT (SDE)
PROP. SANITARY SEWER EASEMENT
PROP. LANDSCAPE BUFFER
l' y,
PROP. SLOPE MATTING (NAG SC150 ECB)
PROP. WATER QUALITY BUFFER
.7<77 , 7 r \ `
EXIST. WETLANDS
EXIST. STREAM
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PROP. RETAINING WALL GEOGRID
EXIST. MAJOR CONTOUR
EXIST. MINOR CONTOUR
AMBER MEADOW - SHEET INDEX SCALE: 1" - 300'
PROP,CONTOUR
NOTE
SEE SHEET C4.0 FOR RETAINING WALL
AND GRADING AND DRAINAGE NOTES
x: ...........
EXIST. WETLAND
'-/ 1
APPROX. LOG. PROP. APPROX. LOG. PROP. 30'
GREENWAY TRAIT. GREENWAY EASEMENT
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PROTECT
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CONTRACTOR SHALL TIE PROP. _ , �- Op
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-- O SITE PLAN F. EXIST.
. -- -- ... TO
� GdNTRAGTOR SHALL PROVIDE
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EX. CB PC M FILE 173
RIM: 599.89 °�_ °
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INV. IN: 535.$E3 ��� -597 ca c+
EXISTING INV. OUT: 595.,47 EX.CB _
s EXIST. 15' WATER LINE EASEMENT RIM: 596.25 X' + : -- �����'`. Cp 11 2D0 ACCESS $c UTILITY EASEMENT
DB, 3429 PG, 25 INV. OUT: 591.51 ` `"`-� --- � `� - -��� ��C,
aB 3396 PG 232 ' EQr�N EX, CB
RIM: 599.89,
INV. OUT:596.27
EXISITNG
ACCESS EASEMENT
FOR MARVIN CREEK PHASE 1 a-
IrA D8 3395 PG 232
EX, SSMH
JASON W. HAFENER
RIM: 600.95
CANTERFIELD CREEK INV. OUT: 587.17
DB 5767 PG 103 PAUL E. & REBECCA T, JEFFREY CHRISTOS L. & SHARON H. NAKOS
TAX #06201293 CANTERRELD CREEK
ZONE R -- SINGLE FAMILY RESIDENTIAL CANTERFIELD CREEK EX. CB
OB 1240 PG 738 Ot3 5232 PG 895 RIM: 597.$7
VILLAGE OF MARVIN TAX #06201294 TAX 06201294
ZONE R - SINGLE FAMILY RESIDENTIAL ZONE R - SINGLE FAMILY RESIDENTIAL. INV. IN: 590.41
VILLA INV. IN( A): 590.28
GE OF MARVIN VILLAGE OF MARVIN
INV. OUT: 590.04
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ORIGINAL DATE:
0210612015
SHEET:
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PROP. SANITARY SEWER EASEMENT
PROP. LANDSCAPE. SUFFER
PROP. SLOPE MATTING (NAG SC150 ECB)
PROP. WATER QUALITY BUFFER
EXIST, WETLANDS
EXIST. STREAM
,j��� _j jE1i
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Q 20 p0 AREAS (TYP)
GRAPHIC SCALE
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PROJECT INFORMATION
PROJECT MANAGER:
DES
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DESIGNED BY:
TMM
DRAWN BY:
MTK
Know What( below
PROJECT NUMBER:
BR01.402
Cali bef re you dig.
ORIGINAL DATE:
02I08l2415
SHEET:
PRELIMINARY PLAT AND CONSTRUCTION PLANS
C4.2

] AMBER MEADOW - SHEET INDEX SCALE: I" = 300' j
LEGEND
PROP. CONCRETE SIDEWALK
PROP. STORM DRAINAGE EASEMENT (SIDE)
PROP. SANITARY SEWER EASEMENT /
PROP. LANDSCAPE BUFFER
1
PROP. SLOPE MATTING (NAG SC150 ECB) ' Oa
PROP, WATER QUALITY BUFFER'yy
EXIST. WETLANDS
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EXIST. STREAM/
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PROP. CONTOUR 8W,586.8
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PTG PROPERTIES LLC
DB 6010 PG 853 r
TAX #06198002F
NOTE
ZONE UNDEVELOPED
SEE SHEET C4.0 FOR RETAINING WALL -
AND GRADING AND DRAINAGE NOTES
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EX. SSMH '
RIM: 591.54. -
_. INV. IN: 582,71 (STUB)
INV. OUT: 582.63
COS
TAX# 06222517
PULTE HOME
1`
48.9 ACRES
ZONE R -
STORMWATER € I I
DETENTION ! ,
VILLAGE OF
MARVIN I r
PROP. TRANSITION FROM 16'-- - I I /
T ©11` 1 AId1 =S. CONTRACTOR ; : i
SMALL MAINTAIN 4:48 CROSS
SLOPE ON LANES AT ALL
TIMES
'/
PERMANENT DETENTION�p �
EASEMENT
EX. CB
POND WATER RIM: 590.50
ELEV. AT TIME INV. OUT: N/A
OF SURVEY:
5$5.2D
EX. SSMH
RIM: 591.02
INV. IN: 581.64 x
INV. OUT: N/A ( ,
Cn
EUGENE C. & WHITNEY BEARD
TULLAMORE SUBDIVISION
SINGLE FAMILY RESIDENTIAL
DB 6291 PG 836 - ZONE R
TAX# 06222478
VILLAGE OF MARVIN
7-Q
REMAINING PORTi ION OF LONGVIEW SOUTH, LLC
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PULTE HOME CORP.
TULLAMORE SUBDIVISION
PULTE HOME CORP. SINGLE FAMILY RESIDENTIAL
TULLAMORE SUBDIVISION LOT 3 - ZONE R
SINGLE FAMILY RESIDENTIAL TAX# 06222475
LOT 4 - ZONE 4 VILLAGE OF MARVIN
TAREQ & NOURANA AMIN TAX# 036222476
TULLAMORE SUBDIVISION VILLAGE OF MARVIN
SINGLE FAMILY RESIDENTIAL
DB 6321 PG 556 -- ZONE R
TAX# 06222477
VILLAGE OF MARVIN GRAPHIC SCALE
( IN FEET )
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PRELIMINARY PLAT AND CONSTRUCTION PLANS
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PROJECT NUMBER:
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ORIGINAL DATE:
02JO612016
SHEET:
C43

01 STRUCTURE WITH
BMP MAINTENANCE EASEMENT
FREEBOARD FROM TI
10' O FROM
ysr =x
POOL ELEV
T
vt.r
FOREBAY BERM- SEE
GRATE SHALL BE
\ 1
RECESSEDINTO
DETAIL THIS SHEET
INVERTED WATER
Z
PRECASTSTRUCTURE
50 YEAR EVENT
DUALITY ORIFICE
STORMWATER STORAGE�
r� �L
LOCATED THIS SIDE
SEE DETAIL
Q
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�MPORARY PPOi
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PERMANENT POOL
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01 STRUCTURE WITH
BMP MAINTENANCE EASEMENT
FREEBOARD FROM TI
10' O FROM
POOL ELEV
SLOPE RE BREAK
FOREBAY BERM- SEE
GRATE SHALL BE
RECESSEDINTO
DETAIL THIS SHEET
INVERTED WATER
5`x5' SQUARE P
PRECASTSTRUCTURE
50 YEAR EVENT
DUALITY ORIFICE
STORMWATER STORAGE�
LOCATED THIS SIDE
SEE DETAIL
Q
¢
6° MIN. FREEBO
HEADWALL '•a
�MPORARY PPOi
"
-0"
PERMANENT POOL
III — III —III III—
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INLET PII
ENERGY
21 SLOPE SL
TO POND
SEDIMENT
LITTORAL SHELF
W/ WEI AND
PLANTINGS -
10' MIN.
WIDTH �
BACK OF- `ANTI- FlDTATION PAD
OUTLET
STRUCTURE
MAIN POND LOCATED AT
TOE OF 10:1
SLOPE
WET POND PROFILE
2'
LEVEL -I
TEMPORARY POOL
V I
/ I\
I
-- 594- PROP. WET POND
MAINTENANCE
EASEMENT MP),
\
I
EMERGENCY WEIR
IF USED
MKMENT BMP MAINTENANCE EASEMENT
IT OFFSET FROM
SLOPE BREAK
AN I -SEEP
COLW25
DUCTILE IRON MAINTENANCE
DRAIN PIPE WITH SLUICE
GATE OR VALVE. (OFFLINE
FROM OUTLET AND LOCATE
VALVE IN BERM)
0.5% SLOPE MIN. DRAIN
PIPE SHALL HAVE
ANTI -SEEP COLLARS
CLASS 1 RIP -RAP 15° MINIMUM,
HEIGHT OF RIP -RAP ON BERM SHALL
NOT EXCEED EL. BMW.
CONTRACTOR SHALL PROVIDE WEIR
IN RIP -RAP PER PLAN ON THIS SHEET.
PERMANENT POOL MIRAFI 116ON OR
7MAtAPPROVED EQUAL
:.N PQGL
1 RIP -RAP SHALL EXTEND
TO BOTTOM OF MAIN
- .. POND BAY
FOREBAY BERM SECTION
Lu W
IcIW
I I
is
I s• I I
TFIP CIF RFRM
WET POND #1 FOREBAY BERM & LITTORAL SHELF DETAIL
NOT TO SCALE
NOT TO SCALE
MAINTENANCE AND
STORM DRAIN
-.
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SPI WAY- CONTRACTORSNALL 36x3a•ACCSSS DOOR
SEE ETA" USA a wSTALL EN FRC TRASH
INSTA EN FRONT
TOP SECTION FROM REV WEIR SYCONTECH OR
5940 TO SIN V TO BE CAST APPROVED EQUAL
AND INSTALLED SEPARATELY
:N SIDE OF IN SIDE OF STRUCTURE
N :932
1 wz
WA%I -D.) LDYORI(OR �— _ EPo%YCOATFA STEPS
0'(10.1 SC EQUAL IOR CABTINTOSIDE OF STEPS
APPROVED EQUKIWRH \ \1 SIHUCTUREA I6.00.
1 AsOGSREE ELBOW- II II MAX
PROP. WET POND IW.. ®589.5 PERM II II PRE - CASTCONCRETE
MAINTENANCE _ // STRUCTURE WITH HO RATED
1 EASEMENT AT WALLS. CONCRETE SHALL BE TOP VIEW OF GRATE
�288'BDFFER
MINBMUS1ATZa onus
MINIMUM.
SMUO WO CM
(�, OFSTRUCTURE
1 ��afl 11 OUREf PIPE BEYOND (REAR
\ \
INTERIM OF STRUCTURE H• WAIL)-INVERT 59]0
DEEP BELOW INVERT 13TX3'RECT.ORIFICE
PROP. 9" PVC EXTENDED OUT FROM FROM IN SIDE OF STRUCTURE
FRONT OF BOX. TURN DOWN WITH W BEND 3
\
WEND OF PIPE IS SUBMERGEOATEUN. SIBS WEIR IN FRONTCF t
CONTROL STRUCTURE iV LRTOPAL
SHELF 1:10 .'
CONTROL STRUCTURE ELEVATION DETAIL —)
END OF PIPE PEIORIFICE. II;
1 END OF PIPE SHALL BE I' BELOW _j _
PERMANENTWATEREIEVATION - -�
361 RCP W/ O -RING
11 a. 11 -. PROP FOREBAY #2
t' \ \ PERM. WATER ELEV. _ . 0 _ — — CASKETS AT 0,50%
1 1 1,
1
SET FRONT OF CONCRETE ANTLSEEP
BOTIOMOFPoND STRUCTURE C COULARSHAUL.ENOAN.
1 \ _11111) FVENTOF CALIARHE OUTSIDE E WALL
\\ \\ \ \$ FRONTOF BEYOND
OF PIPE COV WAIL
UTTORALSHELF COLIARSHALLB� R
1
1
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II \�
II
II
II
MAIN BAY
II
I I CONTRACTOR SHALL
1 \ I INSTALLANTI -SEEP
1 COLLARS ON OUTFALL
1�PIPE - SEE DETAILS
PROP. WET PONE MAINTENANCE
\ \) EASEMENT (TY \P)
\ \�" 1
CONTRACTOR SHALL INSTALL
AERATING FOUNTAIN PER VILLAGE
OF MARVIN AND NCDENR RECS.
\ FOUNTAIN SHALL HAVE 116 HP PUMP
MAX -SEE NOTES THIS PAGE FOR
ADDITIONAL INFO
\ 4
VDI#ASB
599 —\
I
a\
CONTROL STRUCTURE SECTION DETAIL NOT TO SCALE
WET POND #1 CS -1 DETAIL
WET POND CONTROL
1 " - STRUCTURE -SEE DETAIL \
\ BMP MAINTENANCE NOTES:
1. A PROGRAM OF MONITORING THE AQUATIC ENVIRONMENT OF A PERMANENT WET
DETENTION BASIN SHOULD BE ESTABLISHED. ITEMS SUCH AS WATER CLARITY
1
1 \ \ \ AND ALGAL GROWTH SHOULD BE MONITORED REGULARLY.
2. THE VEGETATION LOCATED ON THE VEGETATED SHELF MUST BE PROPERLY
1 \ \ MAINTAINED. BARE SPOTS, WEEDS, AND INVASIVE SPECIES SHOULD BE NOTED
1 PROP. RIPRAP AFIRON (TIP) AND REMEDIED AS SOON AS POSSIBLE TO PREVENT LARGER PROBLEMS.
` 3. CHEMICAL APPLICATION TO CONTROL WEEDS SHOULD BE CAREFULLY
CONSIDERED AND MONITORED.
SEE SHEET LSIA FOR WET
\ \ POND LANDSCAPE PLAN 4. SEDIMENT ACCUMULATION SHOULD BE MONITORED THROUGH VISUAL
INSPECTION OF THE BASIN BOTTOMS AND THE SEDIMENT ACCUMULATION DEPTH
MARKER. WHEN THE SPECIFIED DEPTH OF SEDIMENT HAS BEEN REACHED IN
\ \ PERMANENT POND ELEV. EITHER THE FOREBAY OR MAIN BASIN, THE SEDIMENT SHOULD BE REMOVED AND
\ \ I DISPOSED OF PROPERLY.
PROP. LITTORAL SHELF - SEE DETAILS
\ \ \ ( 5. IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESTABLISHED, THE PLANTS
\ \ J^ \ ON THE VEGETATED SHELF AND PERIMETER OF THE BASIN SHOULD BE WATERED
TWICE WEEKLY IF NEEDED, UNTIL THE PLANTS BECOME ESTABLISHED
(COMMONLY SIX WEEKS).
6. NO PORTION OF THE WET DETENTION POND SHOULD BE FERTILIZED AFTER THE
FIRST INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE PLANTS ON
N \ THE VEGETATED SHELF.
`\ \ '\ I I \\ ° T°Pe 'S°°b\ I 7. STABLE GROUNDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO
D
2 �\ REDUCE THE SEDIMENT LOAD TO THE WET DETENTION BASIN.
S. IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM
1 \ MAINTENANCE, THE FLUSHING OF SEDIMENT THROUGH THE EMERGENCY DRAIN
SHOULD BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL.
\I
9. ONCE A YEAR, THE DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT.
PROP. 5' CONC. SIDEWALK
1 AT TOP O F BERM
\ 10. AFTER A WET DETNTION POND IS ESTABLISHED, IT SHOULD BE INSPECTED ONCE
\ \ \b A MONTH AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN 1 ".
\ \ < PROP . FOREBAY RIP-RAP BERM RECORDS OF OPERATION AND MAINTENANCE SHOULD BE KEPT IN A KNOWN SET
LOCATION AND MUST BE AVAILABLE UPON REQUEST.
FOUNTAIN NOTES:
PROP, REBAC/ - \\ - -PONDS SMALLER THAN 30,000 -CF CAN NOT HAVE A FOUNTAIN.
'PROP. RETAINING
\ - : WALL BY OTHERS -THE FOUNTAIN MUST DRAW ITS WATER FROM LESS THAN 2' BELOW THE
SEE GRADING PLAN PERMANENT POOL SURFACE.
�a :FOR ELEVATIONS
- SEPARATED UNITS (WHERE THE NOZZLE, PUMP AND INTAKE ARE
CONNECTED BY TUBING) MAY BE USED ONLY IF THEY DRAW WATER FROM
1
THE SURFACE IN THE DEEPEST PART OF THE POND.
POND, FALLING WATER
WAYFROMT THE SHORELINE
MUST BE CENTERED IN THE
POND, AWAY FROM THE BHORELINE.
-THE MAXIMUM HORSEPOWER FOR THE FOUNTAIN'S PUMP IS BASED ON THE
FESi'A7 ,t r \ \ \ \ \ PERMANENT POOL VOLUME, AS DESCRIBED IN TABLE 105 OF THE NCDENR
BMP MANUAL.
AM
w
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( IN FEET )
1 inch = 20 ft.
A
PRELIMINARY PLAT AND CONSTRUCTION PLANS
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PROJECTINFORMATNIN
PROJECT MANAGER DES
DESIGNED BY: TMM
DRAWN BY: MTK
PROJECT NUMBER: BRO1.402
ORIGINAL DATE: 0210612015
SHEET:
C4.4
1 T
TOP OF DNA= 586.65
GRATE SHALL BE
RECESSEDINTO
GALVINIZEDBG.GRATEM 5
5`x5' SQUARE P
PRECASTSTRUCTURE
—PR
.CONC. N IDE oFew
SPI WAY- CONTRACTORSNALL 36x3a•ACCSSS DOOR
SEE ETA" USA a wSTALL EN FRC TRASH
INSTA EN FRONT
TOP SECTION FROM REV WEIR SYCONTECH OR
5940 TO SIN V TO BE CAST APPROVED EQUAL
AND INSTALLED SEPARATELY
:N SIDE OF IN SIDE OF STRUCTURE
N :932
1 wz
WA%I -D.) LDYORI(OR �— _ EPo%YCOATFA STEPS
0'(10.1 SC EQUAL IOR CABTINTOSIDE OF STEPS
APPROVED EQUKIWRH \ \1 SIHUCTUREA I6.00.
1 AsOGSREE ELBOW- II II MAX
PROP. WET POND IW.. ®589.5 PERM II II PRE - CASTCONCRETE
MAINTENANCE _ // STRUCTURE WITH HO RATED
1 EASEMENT AT WALLS. CONCRETE SHALL BE TOP VIEW OF GRATE
�288'BDFFER
MINBMUS1ATZa onus
MINIMUM.
SMUO WO CM
(�, OFSTRUCTURE
1 ��afl 11 OUREf PIPE BEYOND (REAR
\ \
INTERIM OF STRUCTURE H• WAIL)-INVERT 59]0
DEEP BELOW INVERT 13TX3'RECT.ORIFICE
PROP. 9" PVC EXTENDED OUT FROM FROM IN SIDE OF STRUCTURE
FRONT OF BOX. TURN DOWN WITH W BEND 3
\
WEND OF PIPE IS SUBMERGEOATEUN. SIBS WEIR IN FRONTCF t
CONTROL STRUCTURE iV LRTOPAL
SHELF 1:10 .'
CONTROL STRUCTURE ELEVATION DETAIL —)
END OF PIPE PEIORIFICE. II;
1 END OF PIPE SHALL BE I' BELOW _j _
PERMANENTWATEREIEVATION - -�
361 RCP W/ O -RING
11 a. 11 -. PROP FOREBAY #2
t' \ \ PERM. WATER ELEV. _ . 0 _ — — CASKETS AT 0,50%
1 1 1,
1
SET FRONT OF CONCRETE ANTLSEEP
BOTIOMOFPoND STRUCTURE C COULARSHAUL.ENOAN.
1 \ _11111) FVENTOF CALIARHE OUTSIDE E WALL
\\ \\ \ \$ FRONTOF BEYOND
OF PIPE COV WAIL
UTTORALSHELF COLIARSHALLB� R
1
1
i 1
I 1 >'ll 11 11
I
1
1 \ 1
III 11 1
I1 1I 1
V
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I I 15#C1 \
II
I I N:dfi6293.05&
I I E:1458807.685:
II \�
II
II
II
MAIN BAY
II
I I CONTRACTOR SHALL
1 \ I INSTALLANTI -SEEP
1 COLLARS ON OUTFALL
1�PIPE - SEE DETAILS
PROP. WET PONE MAINTENANCE
\ \) EASEMENT (TY \P)
\ \�" 1
CONTRACTOR SHALL INSTALL
AERATING FOUNTAIN PER VILLAGE
OF MARVIN AND NCDENR RECS.
\ FOUNTAIN SHALL HAVE 116 HP PUMP
MAX -SEE NOTES THIS PAGE FOR
ADDITIONAL INFO
\ 4
VDI#ASB
599 —\
I
a\
CONTROL STRUCTURE SECTION DETAIL NOT TO SCALE
WET POND #1 CS -1 DETAIL
WET POND CONTROL
1 " - STRUCTURE -SEE DETAIL \
\ BMP MAINTENANCE NOTES:
1. A PROGRAM OF MONITORING THE AQUATIC ENVIRONMENT OF A PERMANENT WET
DETENTION BASIN SHOULD BE ESTABLISHED. ITEMS SUCH AS WATER CLARITY
1
1 \ \ \ AND ALGAL GROWTH SHOULD BE MONITORED REGULARLY.
2. THE VEGETATION LOCATED ON THE VEGETATED SHELF MUST BE PROPERLY
1 \ \ MAINTAINED. BARE SPOTS, WEEDS, AND INVASIVE SPECIES SHOULD BE NOTED
1 PROP. RIPRAP AFIRON (TIP) AND REMEDIED AS SOON AS POSSIBLE TO PREVENT LARGER PROBLEMS.
` 3. CHEMICAL APPLICATION TO CONTROL WEEDS SHOULD BE CAREFULLY
CONSIDERED AND MONITORED.
SEE SHEET LSIA FOR WET
\ \ POND LANDSCAPE PLAN 4. SEDIMENT ACCUMULATION SHOULD BE MONITORED THROUGH VISUAL
INSPECTION OF THE BASIN BOTTOMS AND THE SEDIMENT ACCUMULATION DEPTH
MARKER. WHEN THE SPECIFIED DEPTH OF SEDIMENT HAS BEEN REACHED IN
\ \ PERMANENT POND ELEV. EITHER THE FOREBAY OR MAIN BASIN, THE SEDIMENT SHOULD BE REMOVED AND
\ \ I DISPOSED OF PROPERLY.
PROP. LITTORAL SHELF - SEE DETAILS
\ \ \ ( 5. IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESTABLISHED, THE PLANTS
\ \ J^ \ ON THE VEGETATED SHELF AND PERIMETER OF THE BASIN SHOULD BE WATERED
TWICE WEEKLY IF NEEDED, UNTIL THE PLANTS BECOME ESTABLISHED
(COMMONLY SIX WEEKS).
6. NO PORTION OF THE WET DETENTION POND SHOULD BE FERTILIZED AFTER THE
FIRST INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE PLANTS ON
N \ THE VEGETATED SHELF.
`\ \ '\ I I \\ ° T°Pe 'S°°b\ I 7. STABLE GROUNDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO
D
2 �\ REDUCE THE SEDIMENT LOAD TO THE WET DETENTION BASIN.
S. IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM
1 \ MAINTENANCE, THE FLUSHING OF SEDIMENT THROUGH THE EMERGENCY DRAIN
SHOULD BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL.
\I
9. ONCE A YEAR, THE DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT.
PROP. 5' CONC. SIDEWALK
1 AT TOP O F BERM
\ 10. AFTER A WET DETNTION POND IS ESTABLISHED, IT SHOULD BE INSPECTED ONCE
\ \ \b A MONTH AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN 1 ".
\ \ < PROP . FOREBAY RIP-RAP BERM RECORDS OF OPERATION AND MAINTENANCE SHOULD BE KEPT IN A KNOWN SET
LOCATION AND MUST BE AVAILABLE UPON REQUEST.
FOUNTAIN NOTES:
PROP, REBAC/ - \\ - -PONDS SMALLER THAN 30,000 -CF CAN NOT HAVE A FOUNTAIN.
'PROP. RETAINING
\ - : WALL BY OTHERS -THE FOUNTAIN MUST DRAW ITS WATER FROM LESS THAN 2' BELOW THE
SEE GRADING PLAN PERMANENT POOL SURFACE.
�a :FOR ELEVATIONS
- SEPARATED UNITS (WHERE THE NOZZLE, PUMP AND INTAKE ARE
CONNECTED BY TUBING) MAY BE USED ONLY IF THEY DRAW WATER FROM
1
THE SURFACE IN THE DEEPEST PART OF THE POND.
POND, FALLING WATER
WAYFROMT THE SHORELINE
MUST BE CENTERED IN THE
POND, AWAY FROM THE BHORELINE.
-THE MAXIMUM HORSEPOWER FOR THE FOUNTAIN'S PUMP IS BASED ON THE
FESi'A7 ,t r \ \ \ \ \ PERMANENT POOL VOLUME, AS DESCRIBED IN TABLE 105 OF THE NCDENR
BMP MANUAL.
AM
w
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N I
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V\ GRAPHIC SCALE V
zo' 0 10 ' z0' MY a0'
( IN FEET )
1 inch = 20 ft.
A
PRELIMINARY PLAT AND CONSTRUCTION PLANS
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LICENSE NO.:
C-0587
7/1"11111l
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SEAL
025775
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PROJECTINFORMATNIN
PROJECT MANAGER DES
DESIGNED BY: TMM
DRAWN BY: MTK
PROJECT NUMBER: BRO1.402
ORIGINAL DATE: 0210612015
SHEET:
C4.4
I I 15#C1 \
II
I I N:dfi6293.05&
I I E:1458807.685:
II \�
II
II
II
MAIN BAY
II
I I CONTRACTOR SHALL
1 \ I INSTALLANTI -SEEP
1 COLLARS ON OUTFALL
1�PIPE - SEE DETAILS
PROP. WET PONE MAINTENANCE
\ \) EASEMENT (TY \P)
\ \�" 1
CONTRACTOR SHALL INSTALL
AERATING FOUNTAIN PER VILLAGE
OF MARVIN AND NCDENR RECS.
\ FOUNTAIN SHALL HAVE 116 HP PUMP
MAX -SEE NOTES THIS PAGE FOR
ADDITIONAL INFO
\ 4
VDI#ASB
599 —\
I
a\
CONTROL STRUCTURE SECTION DETAIL NOT TO SCALE
WET POND #1 CS -1 DETAIL
WET POND CONTROL
1 " - STRUCTURE -SEE DETAIL \
\ BMP MAINTENANCE NOTES:
1. A PROGRAM OF MONITORING THE AQUATIC ENVIRONMENT OF A PERMANENT WET
DETENTION BASIN SHOULD BE ESTABLISHED. ITEMS SUCH AS WATER CLARITY
1
1 \ \ \ AND ALGAL GROWTH SHOULD BE MONITORED REGULARLY.
2. THE VEGETATION LOCATED ON THE VEGETATED SHELF MUST BE PROPERLY
1 \ \ MAINTAINED. BARE SPOTS, WEEDS, AND INVASIVE SPECIES SHOULD BE NOTED
1 PROP. RIPRAP AFIRON (TIP) AND REMEDIED AS SOON AS POSSIBLE TO PREVENT LARGER PROBLEMS.
` 3. CHEMICAL APPLICATION TO CONTROL WEEDS SHOULD BE CAREFULLY
CONSIDERED AND MONITORED.
SEE SHEET LSIA FOR WET
\ \ POND LANDSCAPE PLAN 4. SEDIMENT ACCUMULATION SHOULD BE MONITORED THROUGH VISUAL
INSPECTION OF THE BASIN BOTTOMS AND THE SEDIMENT ACCUMULATION DEPTH
MARKER. WHEN THE SPECIFIED DEPTH OF SEDIMENT HAS BEEN REACHED IN
\ \ PERMANENT POND ELEV. EITHER THE FOREBAY OR MAIN BASIN, THE SEDIMENT SHOULD BE REMOVED AND
\ \ I DISPOSED OF PROPERLY.
PROP. LITTORAL SHELF - SEE DETAILS
\ \ \ ( 5. IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESTABLISHED, THE PLANTS
\ \ J^ \ ON THE VEGETATED SHELF AND PERIMETER OF THE BASIN SHOULD BE WATERED
TWICE WEEKLY IF NEEDED, UNTIL THE PLANTS BECOME ESTABLISHED
(COMMONLY SIX WEEKS).
6. NO PORTION OF THE WET DETENTION POND SHOULD BE FERTILIZED AFTER THE
FIRST INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE PLANTS ON
N \ THE VEGETATED SHELF.
`\ \ '\ I I \\ ° T°Pe 'S°°b\ I 7. STABLE GROUNDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO
D
2 �\ REDUCE THE SEDIMENT LOAD TO THE WET DETENTION BASIN.
S. IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM
1 \ MAINTENANCE, THE FLUSHING OF SEDIMENT THROUGH THE EMERGENCY DRAIN
SHOULD BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL.
\I
9. ONCE A YEAR, THE DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT.
PROP. 5' CONC. SIDEWALK
1 AT TOP O F BERM
\ 10. AFTER A WET DETNTION POND IS ESTABLISHED, IT SHOULD BE INSPECTED ONCE
\ \ \b A MONTH AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN 1 ".
\ \ < PROP . FOREBAY RIP-RAP BERM RECORDS OF OPERATION AND MAINTENANCE SHOULD BE KEPT IN A KNOWN SET
LOCATION AND MUST BE AVAILABLE UPON REQUEST.
FOUNTAIN NOTES:
PROP, REBAC/ - \\ - -PONDS SMALLER THAN 30,000 -CF CAN NOT HAVE A FOUNTAIN.
'PROP. RETAINING
\ - : WALL BY OTHERS -THE FOUNTAIN MUST DRAW ITS WATER FROM LESS THAN 2' BELOW THE
SEE GRADING PLAN PERMANENT POOL SURFACE.
�a :FOR ELEVATIONS
- SEPARATED UNITS (WHERE THE NOZZLE, PUMP AND INTAKE ARE
CONNECTED BY TUBING) MAY BE USED ONLY IF THEY DRAW WATER FROM
1
THE SURFACE IN THE DEEPEST PART OF THE POND.
POND, FALLING WATER
WAYFROMT THE SHORELINE
MUST BE CENTERED IN THE
POND, AWAY FROM THE BHORELINE.
-THE MAXIMUM HORSEPOWER FOR THE FOUNTAIN'S PUMP IS BASED ON THE
FESi'A7 ,t r \ \ \ \ \ PERMANENT POOL VOLUME, AS DESCRIBED IN TABLE 105 OF THE NCDENR
BMP MANUAL.
AM
w
I
L — — — — —
N I
I �
V\ GRAPHIC SCALE V
zo' 0 10 ' z0' MY a0'
( IN FEET )
1 inch = 20 ft.
A
PRELIMINARY PLAT AND CONSTRUCTION PLANS
m
E
a $
N N
tll2 2
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lB %U CN ma .3
O Z E �N u
N 0 y mN
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N U mu am
W
w
\\ \111111111f/A
CN CARo`!l,,
LICENSE NO.:
C-0587
7/1"11111l
/ IO 1111 \ 0\11\
SEAL
025775
F�
MM
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5> MU
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PROJECTINFORMATNIN
PROJECT MANAGER DES
DESIGNED BY: TMM
DRAWN BY: MTK
PROJECT NUMBER: BRO1.402
ORIGINAL DATE: 0210612015
SHEET:
C4.4
VDI#ASB
599 —\
I
a\
CONTROL STRUCTURE SECTION DETAIL NOT TO SCALE
WET POND #1 CS -1 DETAIL
WET POND CONTROL
1 " - STRUCTURE -SEE DETAIL \
\ BMP MAINTENANCE NOTES:
1. A PROGRAM OF MONITORING THE AQUATIC ENVIRONMENT OF A PERMANENT WET
DETENTION BASIN SHOULD BE ESTABLISHED. ITEMS SUCH AS WATER CLARITY
1
1 \ \ \ AND ALGAL GROWTH SHOULD BE MONITORED REGULARLY.
2. THE VEGETATION LOCATED ON THE VEGETATED SHELF MUST BE PROPERLY
1 \ \ MAINTAINED. BARE SPOTS, WEEDS, AND INVASIVE SPECIES SHOULD BE NOTED
1 PROP. RIPRAP AFIRON (TIP) AND REMEDIED AS SOON AS POSSIBLE TO PREVENT LARGER PROBLEMS.
` 3. CHEMICAL APPLICATION TO CONTROL WEEDS SHOULD BE CAREFULLY
CONSIDERED AND MONITORED.
SEE SHEET LSIA FOR WET
\ \ POND LANDSCAPE PLAN 4. SEDIMENT ACCUMULATION SHOULD BE MONITORED THROUGH VISUAL
INSPECTION OF THE BASIN BOTTOMS AND THE SEDIMENT ACCUMULATION DEPTH
MARKER. WHEN THE SPECIFIED DEPTH OF SEDIMENT HAS BEEN REACHED IN
\ \ PERMANENT POND ELEV. EITHER THE FOREBAY OR MAIN BASIN, THE SEDIMENT SHOULD BE REMOVED AND
\ \ I DISPOSED OF PROPERLY.
PROP. LITTORAL SHELF - SEE DETAILS
\ \ \ ( 5. IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESTABLISHED, THE PLANTS
\ \ J^ \ ON THE VEGETATED SHELF AND PERIMETER OF THE BASIN SHOULD BE WATERED
TWICE WEEKLY IF NEEDED, UNTIL THE PLANTS BECOME ESTABLISHED
(COMMONLY SIX WEEKS).
6. NO PORTION OF THE WET DETENTION POND SHOULD BE FERTILIZED AFTER THE
FIRST INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE PLANTS ON
N \ THE VEGETATED SHELF.
`\ \ '\ I I \\ ° T°Pe 'S°°b\ I 7. STABLE GROUNDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO
D
2 �\ REDUCE THE SEDIMENT LOAD TO THE WET DETENTION BASIN.
S. IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM
1 \ MAINTENANCE, THE FLUSHING OF SEDIMENT THROUGH THE EMERGENCY DRAIN
SHOULD BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL.
\I
9. ONCE A YEAR, THE DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT.
PROP. 5' CONC. SIDEWALK
1 AT TOP O F BERM
\ 10. AFTER A WET DETNTION POND IS ESTABLISHED, IT SHOULD BE INSPECTED ONCE
\ \ \b A MONTH AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN 1 ".
\ \ < PROP . FOREBAY RIP-RAP BERM RECORDS OF OPERATION AND MAINTENANCE SHOULD BE KEPT IN A KNOWN SET
LOCATION AND MUST BE AVAILABLE UPON REQUEST.
FOUNTAIN NOTES:
PROP, REBAC/ - \\ - -PONDS SMALLER THAN 30,000 -CF CAN NOT HAVE A FOUNTAIN.
'PROP. RETAINING
\ - : WALL BY OTHERS -THE FOUNTAIN MUST DRAW ITS WATER FROM LESS THAN 2' BELOW THE
SEE GRADING PLAN PERMANENT POOL SURFACE.
�a :FOR ELEVATIONS
- SEPARATED UNITS (WHERE THE NOZZLE, PUMP AND INTAKE ARE
CONNECTED BY TUBING) MAY BE USED ONLY IF THEY DRAW WATER FROM
1
THE SURFACE IN THE DEEPEST PART OF THE POND.
POND, FALLING WATER
WAYFROMT THE SHORELINE
MUST BE CENTERED IN THE
POND, AWAY FROM THE BHORELINE.
-THE MAXIMUM HORSEPOWER FOR THE FOUNTAIN'S PUMP IS BASED ON THE
FESi'A7 ,t r \ \ \ \ \ PERMANENT POOL VOLUME, AS DESCRIBED IN TABLE 105 OF THE NCDENR
BMP MANUAL.
AM
w
I
L — — — — —
N I
I �
V\ GRAPHIC SCALE V
zo' 0 10 ' z0' MY a0'
( IN FEET )
1 inch = 20 ft.
A
PRELIMINARY PLAT AND CONSTRUCTION PLANS
m
E
a $
N N
tll2 2
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lB %U CN ma .3
O Z E �N u
N 0 y mN
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N U mu am
W
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\\ \111111111f/A
CN CARo`!l,,
LICENSE NO.:
C-0587
7/1"11111l
/ IO 1111 \ 0\11\
SEAL
025775
F�
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PROJECTINFORMATNIN
PROJECT MANAGER DES
DESIGNED BY: TMM
DRAWN BY: MTK
PROJECT NUMBER: BRO1.402
ORIGINAL DATE: 0210612015
SHEET:
C4.4
it
0
U
W
0
0
LU
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PROJECTINFORMATNIN
PROJECT MANAGER DES
DESIGNED BY: TMM
DRAWN BY: MTK
PROJECT NUMBER: BRO1.402
ORIGINAL DATE: 0210612015
SHEET:
C4.4

t
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580 580
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26.05 LF @ 0.49 %u _ _ -- 0 Q
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PROJECT INFORMATION
PROJECT MANAGER: DES
GRAPHIC SCALE GRAPHIC SCALE - DESIGNED BY: TMM
Knm Whars below. DRAWN BY: MTK
NCCIQT STORM DRAINAGE NOTE:
4' 4 2' 4` B` 1$' 40` D 20' •4fl' 80' 150'
NOTES: ALL CONCRETE PIPES WITHIN NCDOT RIGHT -OF -WAY SHALT Call bdom you Ing. PROJECT NUMBER: BROIA02
POW
711
1. RIM FOR CATCH BASINS (CB) w FRONT CENTER OF GRATE AT EDGE OF PAVEMENT. BE CLASS IV IF LESS THAN T OF COVER IS PROVIDED. WHERE
TOR MORE OF COVER IS PROVIDED PIPE MAY BE CLASS III ) � �� �� �) � ORIGINAL DATE: 02(0612415
2. RIM FOR DROP INLETS (DI) = TOP CENTER OF GRATE � IN FEES' _ � SHEET:
VERTICAL SCALE 1 inch - 40 ft, C4m5
3. RIM FOR JUNCTION BOXES (JB) = TOP CENTER OF MANHOLE COVER 1 inch = 4 ft. PRELIMINARY P LAS' AND CONSTRUCTION
P...ANV
n�
�T'y .If � �.r! � .ti Is E w• � �F � f
t LSS �
low
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t i i
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9��.7ir �E° 0150%
I � .-, � „ --r• -^ ., - w,- w»y..w,....�,»,
�� CONTRACTOR SHALL ENSURE-
ALL
_ ALL. P1I�E$ WITH LESS THAN 2' OF '
.� R� E7�I5T. GRADE (TY .) COVER IN LANDSCAPE AREAS i t
.� 67.5`4 LF .50%
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CONTRACTOR SHALL
PIPES WITH LESS
COYER WITHIN NCBOT
SHALL �� CLASS � (�.}
ENSURE
THAN 2' OF
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12"
STEP SM.
FLAT TOP SLAB
5a"
16"
ND. Np.se
A6
Z
°
-ry
H m j
C A- ZD
0 OI a
°
�sg
O 5 FRAME 8
m z
X17
R\ IMF- JL = i
\ � a•v: v
m
v
N
m
m
n
0
r
a
GRATED INLET OPTION
MANHOLE OPTION
STORM DRAIN MANHOLE
E
E E
O
E
ELEVATION
SENEGAL NOTES:
USE PIPE COLLAR FOR EXTENDING EXISTING CONCRETE
PIPE CULVERTS AT LOCATIONS SHORN ON PLANS OR AS
DIRECTED BY THE ENGINESG. THIS INCLUDES EXTENDING
EXISTING PIPES WITH PIPES OF DIFFERENT WTERIAS.
CONSTRUCT TIE PIPE DOLLAR WITH CLASH, "B"
OR BETTER CONCRETE.
OBSERVE ALL REQUIREMENTS OF SECTION Ba0 OF THE
STANDARD SPECIFICATIONS.
• USE 12 INCH DIAMETER VALUES FOR PIK DIAMETERS
LESS THAN 12 INCH.
PIPE D
I I
m 1 a•. D^ z
2T ERPYE Yxm WwTe FRAE 20
y� ~z �. aYa�ZLs
DyOy r-r0U' V
XmrZ yxy 0¢mZxz
ZT�Dm FU¢O�
Zrxi9 T IKXLM JOIXfB F-x~Zw
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(SEE BEN. x3TE81 yO�h2
yDD F>
1r n
yO w°
z a^ o
ap W y
T Y J
y r I a' -6" YIN � I Y.1" MIN. _ I z Lw..
N
m w m SECTION X -X BRICK ALT. SECTION Y -Y a 6 y
13 � = FAME NO IYPTE6 NNLPETE Fl1ME MO MAlFB
z H99 m ______
°z ti e ^•. q • °f x
C Li 2a
GO
G9 y � z• aR$J
m =� z^ ° m
T � ° �. O• °F" 2° Y 12YML'!8. 0 1R Cf6. F � = O
9 H /.{
s p F - 0• ypLz
m 1„I e° MU9 a x Q Q
P' W
m
" W%. FINE DIAMETER 15 1Y° R.C.P. MAX. PIPE DIAMETER Ia 88° P.C.P. r
secTlox x -x CONCRETE ALT. NGE91 SECTION Y -v
.IYR�ZOMAL IHC VERTICAL D[IEN8ION8 WY RE MJYSTED M THE
yNOITIp19.V10 /PI N.TEPXPTE OEBSMI REWIRE. XEET t OF P
XEET 1 DF 2 .W%[YW XESpM FOR TMIB BTMILNRE 18 L' -0 ".
840.95 NAME I aFL BREL�YORPI'"YE IIUIPEYiYPE BY THE
SIDE ELEVATION
0
E
F
w
12"
1f"
12"
0.8528
15"
12"
12"
W
DCATE WALL REINFORCEMENT
N MIDDLE THIRD OF YNLL
12"
CU. RIF
ii5
24"
12"
12"
0.5528
CO"
-r
L
12"
O
m"
GB"
12"
12"
0.7840
92"
12"
12"
LL
48"
12"
STEP SM.
1.0126
5a"
16"
ND. Np.se
A6
Z
°
RO"
18"
(CIRCIINFERENTIAL
LL
80"
18"
REINFORCEMENT)
6Q- a LL
T2"
16"
16"
0
WuwTUOINAL
REINFORCEMENT
0 Qr p
NIGER
GE
x
'N,
'D•
,N'
� W f-
y J-
= N
I STD. 840.64
x
'
IN MAWDLE
WE
SO -1
WE AND COVER
J
z
REINFORCED CDNC.
PIG. (SEE STD.
w
F
1525.01 IF
y
USE YIN. AREA STEEL
REQUIRED)
Rc
OF
I
IN RANGE SLAB OF
W
FyT EACHPER LINE AS _ _ _ _
MY
_ _ ,
1=
d
TYPICAL MANHOLE SECTION
SHEET I OF t
840.52
STORM DRAIN MANHOLE
E
E E
O
E
ELEVATION
SENEGAL NOTES:
USE PIPE COLLAR FOR EXTENDING EXISTING CONCRETE
PIPE CULVERTS AT LOCATIONS SHORN ON PLANS OR AS
DIRECTED BY THE ENGINESG. THIS INCLUDES EXTENDING
EXISTING PIPES WITH PIPES OF DIFFERENT WTERIAS.
CONSTRUCT TIE PIPE DOLLAR WITH CLASH, "B"
OR BETTER CONCRETE.
OBSERVE ALL REQUIREMENTS OF SECTION Ba0 OF THE
STANDARD SPECIFICATIONS.
• USE 12 INCH DIAMETER VALUES FOR PIK DIAMETERS
LESS THAN 12 INCH.
PIPE D
I I
m 1 a•. D^ z
2T ERPYE Yxm WwTe FRAE 20
y� ~z �. aYa�ZLs
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ZT�Dm FU¢O�
Zrxi9 T IKXLM JOIXfB F-x~Zw
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(SEE BEN. x3TE81 yO�h2
yDD F>
1r n
yO w°
z a^ o
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T Y J
y r I a' -6" YIN � I Y.1" MIN. _ I z Lw..
N
m w m SECTION X -X BRICK ALT. SECTION Y -Y a 6 y
13 � = FAME NO IYPTE6 NNLPETE Fl1ME MO MAlFB
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m =� z^ ° m
T � ° �. O• °F" 2° Y 12YML'!8. 0 1R Cf6. F � = O
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m 1„I e° MU9 a x Q Q
P' W
m
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secTlox x -x CONCRETE ALT. NGE91 SECTION Y -v
.IYR�ZOMAL IHC VERTICAL D[IEN8ION8 WY RE MJYSTED M THE
yNOITIp19.V10 /PI N.TEPXPTE OEBSMI REWIRE. XEET t OF P
XEET 1 DF 2 .W%[YW XESpM FOR TMIB BTMILNRE 18 L' -0 ".
840.95 NAME I aFL BREL�YORPI'"YE IIUIPEYiYPE BY THE
SIDE ELEVATION
0
E
F
CO. 19.
12"
1f"
12"
0.8528
15"
12"
12"
0.8880
1$"
12"
12"
O.a4E8
24"
12"
12"
0.5528
CO"
12"
12"
0.WW
GB"
12"
12"
0.7840
92"
12"
12"
0.8856
48"
12"
12"
1.0126
5a"
16"
10"
2.5729
RO"
18"
18"
2.0808
80"
18"
18"
8.160]
T2"
16"
16"
9.91 T8
ANTI -SEEP COLLAR
NOT TO SCALE
0
}
as
O
OPOy2Z
W¢ LLI
QU�O�
F~@lf ~OW
mLL J
EGGS
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NOT TO SCALE
SING] W.LLLB. 640.35
2'.D^
a T
T.T a
9" VITY
t[ "
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@ 1@^ Cfa.
-
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MM .Ri r
TRAFFIC BEARING DROP INLET (USE IN ALL PAVED AREAS) IF
m SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE O
<;N
STATE EUSE IOF SYSTEM ON COVES Q;
(I. E.: SEWER, STORM GRAIN, ELECTRICAL) iy++z
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ZZ -`yDpT 1A `OO 1A 1B 1B yr~Gw
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2
Y2" R. m
BOTTOM OF COVER T2"
1" R.
PLAN OF COVER
3 T ¢ W
i c PLAN OF FRAME oLL >
N
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Z
� j 1' -119a" 94"
D 9
m° zm
D TYPE #1
p I Y2" -I I --4�e" � o
y Z
ALTERNATE z
M Becnox B -e W
9 9 �1 994 YININUN WEIGHTS - LSS.
__"1111 Y FRAM
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2 814 i \I COVER - 120
SECTION A -A TOTAL -300
aXEET 1 DF 1 �� -i/ SHEET t DF t
840.54 TYPE Wz 840.54
STORM DRAIN HANDLE FRAME AND COVER
° z
°^E °y
M H Y" YFEP NOES SENEGAL NOTES: f %'
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x T�Dm
USE FORKS FOR THE WXSLXDCTIW O THE WRIE SLAG. fU�O�
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� y
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ye I
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pWIFEA ALL EMP09E0 CXXEN 1 ".
V--� NNIN HON TB eDALE.
N1TH SPIRITS &LFAMLrE REMOVED
BRICK cOPIxG(IxcIDEmA.) m
(� Z MP ELEVATION LL F
_ err
WRITE 4O.16 FRWE O J
ON • • Z i. W
N m
Go,
xa SPA
y md_
x a
x m z O o
o z W x
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f
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r y SECTION X -X SECTION Y -Y J O
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SHEET 1 OF 1 EET 1 OF 1
840.74 840.74
DIYEXSIONS AND QUANTITIES FYIR DROP IXLET(YCSEC OX YIN. NE1WT, H
DIYFR82OV8 OF BOC 8 PIPE WYTC YARDS DECOCTIONS NOR
PIPE SPAN WIDTH MIX. .. CmG. IX a0X DNE P[PE
D A Y x COTTDD Y"LL PER R.L.
SLAY Fr. T.
1x" a' -D^ z' -D^ -a 0.222 ...E osce 0.015 D.cea
1s"
2-8 o.94a o.cea D.IXRB
IB -a 0.70 0.03 O.NY
W., s -D D.eta O.OSB a.oy
aD^ a -O 2.0 11-IF o.xY¢ 0.222 D.eu D.cef o.1n
CONCRETE DROP INLET (LANDSCAPE AREAS ONLY)
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Oy
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F-pTyy
rmz -IxD
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yr
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a^ RAN RED
A 47.7
rt'
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PLAN
PAN OF R0 E
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0.
BILL OF MATERIALS
COMMON CONCflETE ALT. BflICK ALT.
x¢Tx QUANTITY LExeTH Tx
LENGTH
2'.D^
a T
T.T a
9" VITY
t[ "
" DU. Y
@ 1@^ Cfa.
-
�ItJMM _ Sol G.
MM .Ri r
TRAFFIC BEARING DROP INLET (USE IN ALL PAVED AREAS) IF
m SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE O
<;N
STATE EUSE IOF SYSTEM ON COVES Q;
(I. E.: SEWER, STORM GRAIN, ELECTRICAL) iy++z
TOP OF COVER o¢zx
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ZZ -`yDpT 1A `OO 1A 1B 1B yr~Gw
��D 00;6N
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2
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BOTTOM OF COVER T2"
1" R.
PLAN OF COVER
3 T ¢ W
i c PLAN OF FRAME oLL >
N
m m z' -t14" a o
Z
� j 1' -119a" 94"
D 9
m° zm
D TYPE #1
p I Y2" -I I --4�e" � o
y Z
ALTERNATE z
M Becnox B -e W
9 9 �1 994 YININUN WEIGHTS - LSS.
__"1111 Y FRAM
E - 180
2 814 i \I COVER - 120
SECTION A -A TOTAL -300
aXEET 1 DF 1 �� -i/ SHEET t DF t
840.54 TYPE Wz 840.54
STORM DRAIN HANDLE FRAME AND COVER
° z
°^E °y
M H Y" YFEP NOES SENEGAL NOTES: f %'
V -1 USE CLRLL'B "PUXBREIE TXROIIBMYI. QFS ,
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00 O~ X X ES" BFMEAB PS OZRE4YE0 BY THE Ew]XFER.
x T�Dm
USE FORKS FOR THE WXSLXDCTIW O THE WRIE SLAG. fU�O�
IF REINFORCED CDXGPETE PIPE 13 YT LX RDliO1 SERB OF 80Y, PW TO 81F0 F.LFZ
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ye I
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rolu FAxRLC YON OR YAM, AT Fwcx REEe xwE DR AS DIREBrm Rv THE Ex¢ExEm. O
pWIFEA ALL EMP09E0 CXXEN 1 ".
V--� NNIN HON TB eDALE.
N1TH SPIRITS &LFAMLrE REMOVED
BRICK cOPIxG(IxcIDEmA.) m
(� Z MP ELEVATION LL F
_ err
WRITE 4O.16 FRWE O J
ON • • Z i. W
N m
Go,
xa SPA
y md_
x a
x m z O o
o z W x
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f
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r y SECTION X -X SECTION Y -Y J O
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SHEET 1 OF 1 EET 1 OF 1
840.74 840.74
DIYEXSIONS AND QUANTITIES FYIR DROP IXLET(YCSEC OX YIN. NE1WT, H
DIYFR82OV8 OF BOC 8 PIPE WYTC YARDS DECOCTIONS NOR
PIPE SPAN WIDTH MIX. .. CmG. IX a0X DNE P[PE
D A Y x COTTDD Y"LL PER R.L.
SLAY Fr. T.
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1s"
2-8 o.94a o.cea D.IXRB
IB -a 0.70 0.03 O.NY
W., s -D D.eta O.OSB a.oy
aD^ a -O 2.0 11-IF o.xY¢ 0.222 D.eu D.cef o.1n
CONCRETE DROP INLET (LANDSCAPE AREAS ONLY)
m
Oy
JIM
F-pTyy
rmz -IxD
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yr
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rt'
X--I
PLAN
PAN OF R0 E
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0.
BILL OF MATERIALS
COMMON CONCflETE ALT. BflICK ALT.
x¢Tx QUANTITY LExeTH Tx
LENGTH
a T
T.T a
TRAFFIC BEARING DROP INLET (USE IN ALL PAVED AREAS) IF
m SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE O
<;N
STATE EUSE IOF SYSTEM ON COVES Q;
(I. E.: SEWER, STORM GRAIN, ELECTRICAL) iy++z
TOP OF COVER o¢zx
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ZZ -`yDpT 1A `OO 1A 1B 1B yr~Gw
��D 00;6N
D z
2
Y2" R. m
BOTTOM OF COVER T2"
1" R.
PLAN OF COVER
3 T ¢ W
i c PLAN OF FRAME oLL >
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m m z' -t14" a o
Z
� j 1' -119a" 94"
D 9
m° zm
D TYPE #1
p I Y2" -I I --4�e" � o
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ALTERNATE z
M Becnox B -e W
9 9 �1 994 YININUN WEIGHTS - LSS.
__"1111 Y FRAM
E - 180
2 814 i \I COVER - 120
SECTION A -A TOTAL -300
aXEET 1 DF 1 �� -i/ SHEET t DF t
840.54 TYPE Wz 840.54
STORM DRAIN HANDLE FRAME AND COVER
° z
°^E °y
M H Y" YFEP NOES SENEGAL NOTES: f %'
V -1 USE CLRLL'B "PUXBREIE TXROIIBMYI. QFS ,
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USE FORKS FOR THE WXSLXDCTIW O THE WRIE SLAG. fU�O�
IF REINFORCED CDXGPETE PIPE 13 YT LX RDliO1 SERB OF 80Y, PW TO 81F0 F.LFZ
A991EW ON 9T0. N0. B <O. N. yf LLOJ
' iia0$ ONSTIM1GT RITZ PEPS CROMB xVOx11Y. pOyQ
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pWIFEA ALL EMP09E0 CXXEN 1 ".
V--� NNIN HON TB eDALE.
N1TH SPIRITS &LFAMLrE REMOVED
BRICK cOPIxG(IxcIDEmA.) m
(� Z MP ELEVATION LL F
_ err
WRITE 4O.16 FRWE O J
ON • • Z i. W
N m
Go,
xa SPA
y md_
x a
x m z O o
o z W x
R DOWEL m W�
f
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r y SECTION X -X SECTION Y -Y J O
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SHEET 1 OF 1 EET 1 OF 1
840.74 840.74
DIYEXSIONS AND QUANTITIES FYIR DROP IXLET(YCSEC OX YIN. NE1WT, H
DIYFR82OV8 OF BOC 8 PIPE WYTC YARDS DECOCTIONS NOR
PIPE SPAN WIDTH MIX. .. CmG. IX a0X DNE P[PE
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2-8 o.94a o.cea D.IXRB
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CONCRETE DROP INLET (LANDSCAPE AREAS ONLY)
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BILL OF MATERIALS
COMMON CONCflETE ALT. BflICK ALT.
x¢Tx QUANTITY LExeTH Tx
LENGTH
a T
T.T a
DIYEXSIONS AND QUANTITIES FYIR DROP IXLET(YCSEC OX YIN. NE1WT, H
DIYFR82OV8 OF BOC 8 PIPE WYTC YARDS DECOCTIONS NOR
PIPE SPAN WIDTH MIX. .. CmG. IX a0X DNE P[PE
D A Y x COTTDD Y"LL PER R.L.
SLAY Fr. T.
1x" a' -D^ z' -D^ -a 0.222 ...E osce 0.015 D.cea
1s"
2-8 o.94a o.cea D.IXRB
IB -a 0.70 0.03 O.NY
W., s -D D.eta O.OSB a.oy
aD^ a -O 2.0 11-IF o.xY¢ 0.222 D.eu D.cef o.1n
CONCRETE DROP INLET (LANDSCAPE AREAS ONLY)
m
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BILL OF MATERIALS
COMMON CONCflETE ALT. BflICK ALT.
x¢Tx QUANTITY LExeTH Tx
LENGTH
a T
T.T a
CONCRETE DROP INLET (LANDSCAPE AREAS ONLY)
m
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0.
BILL OF MATERIALS
COMMON CONCflETE ALT. BflICK ALT.
x¢Tx QUANTITY LExeTH Tx
LENGTH
a.
s s.4
z -e N --
" a to
F -8
REINF S1FEL
0.
LOHLPETE I xML 3 LLMS M NEIL YAR -0-
R e vfxs FNI .:
BR[cN WBIC YMO$ IH xYL FNiI¢F MEI6H! .90
W
vERTRGL eMe J w
E" 6 °F MP[LXIIAL YNS
N
STRAIGHT BARS ¢ y
°4.
1 _ ^A^ c °D° a4rE aARe °
z
-+
I 11Y� Nxc. e ^ EW W 4m
2^ RI➢Im ,T MICA ° a LL
BASE BARS e^ NPILII
CORNER BARS o m
GENERAL NOTES: � = O
-USE CLASS 'M' CONCRETE FOR CAST IN PLACE CONCRETE BOX.
-USE CLASS 'B' COIICPETE IN THE WALL CAVITY FOR REINFORCED y F9
_BRICK CONSTRUCTION AND GLASS 'M' FOR THE FOOTING BASE. _ C �
E%P0.5ED CIXJCRETE CORNERS 1 ". G
-USE �FORMS TO CONSTRUCT THE BOTTOM SLAB. IyR W w
-IF PIPES ARE SET IN THE BASE FOLLOW CONSTRUCTION J m �
PROCEDURES SHOWN BY STD. M. 840.W. O
- PRECAST UNITS MADE OF CLASS 'M' CONCRETE MY BE USED IN w U Q
LIEU OF BRICK MASONRY CONSTRUCTION. M U
- INCLUDE REINFORCING STEEL LOST IN THE UNIT ON LL
LINEAR FOOT BID PgICE FOR "MASONRY DRAINAGE STRUCTURE ". W C
- REFERENCE STD. 0'NG. 890.25 FOR FRAME ANCHORAGE. Q ly
- CONCRETE BRICK, JUMBO BRICK MO 4" SOLID CONCRETE SLOG( C
MILL BE PERMITTED. 1•`
- CONCRETE FDA NICK BOX REFER TO SECTION 892 OF THE
TRAFFIC BEARING GRATE FOR DROP INLETS IN PAVEMENT
O
°S
INSTALL ALL STEPS PROTRUDING 0" FROM INSIDE FACE OF STRUCTURE WAIL. °y
w~ STEPS DIFFERING IN OIMEN9ION3, CONFIWMTIW ON MATEPIALB FROM THOSE SHGYN NAY AL30 BE USED PROVIDED THE CONTRACTOR HAS FURNISHED � q
>2-2
THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS DECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. _¢ �V
O
O
L2�D
ST�DT SI i" ~J�Ow
2Xx.R9�T rii � � fa/~lf ~CGS
pOyQ
ril^ EGGS
yz S L om
1�
pyAy SIDE
PLAN SIDE ELEVATION
ELEVATION �
r°9 � � � 9 o W
Y I I LL
GO �T INON c•1 N
CAST IRONIRON z
O x ELEVATION ELEVATION ; C
Z 1 "
X6 CAR OR ° �
m �
1 " XS 5411 � S
� o a9p"
m r;
w0 r �<
H T PLAN P.STflCPYLENE � N
SIDE BIDE QQ
y y 12" ELEVATION PLAN ELEVATION w C
W : COMP09ITE
t.ul_ll- Il�LLlJ� gEINFOHCIINi STEEL
12"
ELEVATION NOTE:
0
NOT TO SCALE
3 OEFORNEO 12" DD NOT USE IN
snEEi t DF t STEEL R D SANITARY SEWER MANHOLES.
SECTION A -A ELEVATION EET t IY 1
840.66 840.66
E
a 8
m $� m�'n
m �U �� <2 8
uy Z U
•i R➢ xN no m IT
n� uai
D, rn 1_ W
Fn S�LL
SIM
�m� SIM
W MM
SIM mmPim pm 1111N SIM
w
Y >
m C
Be
GIG
Car
0
s
W
O
s
5
J
O i
w
K m
D
i
LICENSE NO.:
C -0587 _c I LL
IT
Go L
NOT TO SCALE
U
2
DRAINAGE STRUCTURE STEPS �
U
N °
z
LL �
a
F
� W
U
K
W � °
W O o
2 � a
V \/J
E W �
Q
J � o
W w
Q � J
W �
c� Q
G
K
w
w
J
a
PROJECT MANAGER: DES
DESIGNED BY: TRAM
DRAWN BY: MM
PROJECT NUMBER BR01.402
Q ORIGINAL DATE: 0210612015
1
SHEET:
PRELIMINARY PLAT AND CONSTRUCTION PLANS
y
II I
1/ I
V EXIST. PIPE i PROP.
a T
T.T a
TRAFFIC BEARING GRATE FOR DROP INLETS IN PAVEMENT
O
°S
INSTALL ALL STEPS PROTRUDING 0" FROM INSIDE FACE OF STRUCTURE WAIL. °y
w~ STEPS DIFFERING IN OIMEN9ION3, CONFIWMTIW ON MATEPIALB FROM THOSE SHGYN NAY AL30 BE USED PROVIDED THE CONTRACTOR HAS FURNISHED � q
>2-2
THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS DECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. _¢ �V
O
O
L2�D
ST�DT SI i" ~J�Ow
2Xx.R9�T rii � � fa/~lf ~CGS
pOyQ
ril^ EGGS
yz S L om
1�
pyAy SIDE
PLAN SIDE ELEVATION
ELEVATION �
r°9 � � � 9 o W
Y I I LL
GO �T INON c•1 N
CAST IRONIRON z
O x ELEVATION ELEVATION ; C
Z 1 "
X6 CAR OR ° �
m �
1 " XS 5411 � S
� o a9p"
m r;
w0 r �<
H T PLAN P.STflCPYLENE � N
SIDE BIDE QQ
y y 12" ELEVATION PLAN ELEVATION w C
W : COMP09ITE
t.ul_ll- Il�LLlJ� gEINFOHCIINi STEEL
12"
ELEVATION NOTE:
0
NOT TO SCALE
3 OEFORNEO 12" DD NOT USE IN
snEEi t DF t STEEL R D SANITARY SEWER MANHOLES.
SECTION A -A ELEVATION EET t IY 1
840.66 840.66
E
a 8
m $� m�'n
m �U �� <2 8
uy Z U
•i R➢ xN no m IT
n� uai
D, rn 1_ W
Fn S�LL
SIM
�m� SIM
W MM
SIM mmPim pm 1111N SIM
w
Y >
m C
Be
GIG
Car
0
s
W
O
s
5
J
O i
w
K m
D
i
LICENSE NO.:
C -0587 _c I LL
IT
Go L
NOT TO SCALE
U
2
DRAINAGE STRUCTURE STEPS �
U
N °
z
LL �
a
F
� W
U
K
W � °
W O o
2 � a
V \/J
E W �
Q
J � o
W w
Q � J
W �
c� Q
G
K
w
w
J
a
PROJECT MANAGER: DES
DESIGNED BY: TRAM
DRAWN BY: MM
PROJECT NUMBER BR01.402
Q ORIGINAL DATE: 0210612015
1
SHEET:
PRELIMINARY PLAT AND CONSTRUCTION PLANS
y
II I
1/ I
V EXIST. PIPE i PROP.
TRAFFIC BEARING GRATE FOR DROP INLETS IN PAVEMENT
O
°S
INSTALL ALL STEPS PROTRUDING 0" FROM INSIDE FACE OF STRUCTURE WAIL. °y
w~ STEPS DIFFERING IN OIMEN9ION3, CONFIWMTIW ON MATEPIALB FROM THOSE SHGYN NAY AL30 BE USED PROVIDED THE CONTRACTOR HAS FURNISHED � q
>2-2
THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS DECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. _¢ �V
O
O
L2�D
ST�DT SI i" ~J�Ow
2Xx.R9�T rii � � fa/~lf ~CGS
pOyQ
ril^ EGGS
yz S L om
1�
pyAy SIDE
PLAN SIDE ELEVATION
ELEVATION �
r°9 � � � 9 o W
Y I I LL
GO �T INON c•1 N
CAST IRONIRON z
O x ELEVATION ELEVATION ; C
Z 1 "
X6 CAR OR ° �
m �
1 " XS 5411 � S
� o a9p"
m r;
w0 r �<
H T PLAN P.STflCPYLENE � N
SIDE BIDE QQ
y y 12" ELEVATION PLAN ELEVATION w C
W : COMP09ITE
t.ul_ll- Il�LLlJ� gEINFOHCIINi STEEL
12"
ELEVATION NOTE:
0
NOT TO SCALE
3 OEFORNEO 12" DD NOT USE IN
snEEi t DF t STEEL R D SANITARY SEWER MANHOLES.
SECTION A -A ELEVATION EET t IY 1
840.66 840.66
E
a 8
m $� m�'n
m �U �� <2 8
uy Z U
•i R➢ xN no m IT
n� uai
D, rn 1_ W
Fn S�LL
SIM
�m� SIM
W MM
SIM mmPim pm 1111N SIM
w
Y >
m C
Be
GIG
Car
0
s
W
O
s
5
J
O i
w
K m
D
i
LICENSE NO.:
C -0587 _c I LL
IT
Go L
NOT TO SCALE
U
2
DRAINAGE STRUCTURE STEPS �
U
N °
z
LL �
a
F
� W
U
K
W � °
W O o
2 � a
V \/J
E W �
Q
J � o
W w
Q � J
W �
c� Q
G
K
w
w
J
a
PROJECT MANAGER: DES
DESIGNED BY: TRAM
DRAWN BY: MM
PROJECT NUMBER BR01.402
Q ORIGINAL DATE: 0210612015
1
SHEET:
PRELIMINARY PLAT AND CONSTRUCTION PLANS
y
II I
1/ I
V EXIST. PIPE i PROP.
E
a 8
m $� m�'n
m �U �� <2 8
uy Z U
•i R➢ xN no m IT
n� uai
D, rn 1_ W
Fn S�LL
SIM
�m� SIM
W MM
SIM mmPim pm 1111N SIM
w
Y >
m C
Be
GIG
Car
0
s
W
O
s
5
J
O i
w
K m
D
i
LICENSE NO.:
C -0587 _c I LL
IT
Go L
NOT TO SCALE
U
2
DRAINAGE STRUCTURE STEPS �
U
N °
z
LL �
a
F
� W
U
K
W � °
W O o
2 � a
V \/J
E W �
Q
J � o
W w
Q � J
W �
c� Q
G
K
w
w
J
a
PROJECT MANAGER: DES
DESIGNED BY: TRAM
DRAWN BY: MM
PROJECT NUMBER BR01.402
Q ORIGINAL DATE: 0210612015
1
SHEET:
PRELIMINARY PLAT AND CONSTRUCTION PLANS
y
II I
1/ I
V EXIST. PIPE i PROP.
PROJECT MANAGER: DES
DESIGNED BY: TRAM
DRAWN BY: MM
PROJECT NUMBER BR01.402
Q ORIGINAL DATE: 0210612015
1
SHEET:
PRELIMINARY PLAT AND CONSTRUCTION PLANS
y
II I
1/ I
V EXIST. PIPE i PROP.

0
w
N
F5
R
0
Mm
v
Q .1
B~
3Bm pTy6d m
w-1 z'yti iD
.,- JEM
i1
Zn=.10 �T
O ;yZ
DDD
N"'
DIE
0
� DT
3
C
mM
O`
Do Gf
m y
~ D
DP
0 m
o `n
n =
ti o
_O
DO
=
D O
w O
O
z
H
ALTERNATE WALL
CONFIGURATION
aW
-T
I-T
PASS
1
3.1 SLOPE +
° �o
T Q
�T
m
SECTION
SEE STD. 20.23 AND 20.24
Q
�4
1 E ITT
"'i END VIEW I"'
TABLE OF DIMENSIONS
NOTE:
D
T
A
B
C
E
L
WT,
12'
2-1/4-
/
-
4
° -
2 -0
- -
4 -1
' -
2 -0
' '
fi-1
730
13'
2 -1/4'
6'
2' -3'
3' -10'
2' -0'
8' -1'
730
18'
2 -1/2-
9-
2' -r
3' -10'
3' -0'
6' -1'
1190
24'
3'
10'
S -8'
2' -6'
4' -0'
8' -2-
1T0
30'
3 -1/2-
1' -0-
4 - -6-
1' -e-
5' -0'
W -2'
2380
36-
4-
V -3'
5 - -3'
2' -11-
6' -0'
8' -2'
5320
42'
4 -1/2'
1 - -9'
5' -3°
2' -11'
8' -6'
8' -2'
3920
48'
5'
V -0'
6' -0
2' -2'
7' -0
8' -2'
]4]0
54'
5 -1/2'
2' -3'
5' -fi°
2' -10'
7' -6'
8' -4'
8810
80'
e-
2' -6'
S' -0'
Y -3'
8 - -0-
8' -3'
11160
66'
6-1/2'
3' -0'
e' -0'
2' -3"
8' -6'
8' -3"
12530
72-
7-
1 3' -0'
6' -8'
1' -9°
9' -0'
1 8' -3"
13980
42^
840.03
W -a•
4' -9•
840.03
W -G"
W -O°
B' -O°
GENERAL NOTES:
1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
PASHTO M170, TABLE 2, WALL B.
3. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET ENO SECTION.
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY,
FLARED END SECTION 12" TO 72"
4L 9"
NOTE:
USE TYPE "E", "F" AFRO "0"
E
GRATE
r 8my21
TW BLM
01.1.]0X8
I 9
UNLESS OTHERWISE NOTED.
rzti=D
a O
PW1
FRAME,GRATE, S HOOD A89'V
SECTION - M
X
T e"
EECTmN - q
ALIGN FRAME .ITN INSIDE
EIX1E OF WALL TO ALLOW
FOR VERTICAL AOIU9TMENI
VHL BmTION
SECTION - BB
�41
2�
SRI - LL LL
BEDTIDX - PP
R
ilk"
"+
ryB"
s' -n Lkr. L..-
F
X000 ELEVATION
CURB INLET GRATE (1 OF 2)
P 3 --1r2l P
SFl SPY] ,ET - WW
A
=rim -- IRS
S�
SECTION - JJ
9 P � S
SECTI�
NOT TO SCALE
O 2
N
O � m
O =
z G 0
Q a 0
° .0
N
ac
W
0 Q 2
w
m =
O
0
.BO. W
0 D
Z
W LL 6
O
NOT r0 SCALE
I I ]TOP OF DAM = 596.65'1
SPILLWAY CtREST = 595.05'��
�i
r. • ',... .. 'SEE PLAN
CARRY CONCRETE UP SIDES
OF SPILLWAY (FORMED) 4° THICK, 3600 PSI CONC. � '
SPILLWAY.__ 6X6_ 10/10 WWM ! _
� RIP RAP CHANNEL
SECTION
112" ISOLATION JOINT (DOWELED) 30' MIN. 10' 30' MIN.
TOP OF DAM = 596.65
20
PROP. CONCRETE SIDEWALK ..'
- SEE DETAILS EARTH DAM SPILLWAY CREST = 595.05'
m lu
SECTION B -B
COMPACT SUBGR40E PER GEOTECHNICAL
REPORT RECOMMENTDATIONS FOR
EMBANKMENT (TYP.)
CONCRETE SPILLWAY
NOT TO SCALE
O
0
2
N m
m
901
C �
A 0
.
.x
m�
H
1Y+
L
�ml
rr
PWI yX
NAN
RISEN MT.
YNERAI ,,WA
u8F I E A ^N^ COMMENTS 1M..WUr.
YR SED PLL GTCX 6V INS BOER 9' -8" [N CEF1M nTM CNE 1Y"
OX LExiE.. WE STEFB YNIRI EARLY SKIM ITS. OWING NO.fie.
0 M ROME m IC R . SPR pWELa AT
EIWE" CN,Ts AS IRLTED W DBE W,
WE FORMS FOR TXE CLOT ... BE T11E NTim BLN.
IF REINFORCED CON! IME PRE IB SET IN apllN BIDET OF PORK, AID TO 896
A9 axIMH ox aro. XD. e+o.ao.
WE TYPE ••E••, "F" AN. °I" DRAT.. UNLESS ..Is. INDICATED.
Em W -O•' IN MEIMI R IEn WE 6" WPtLS AND BOTTOM SLAB. OVER
W -W TO 16' -O" IN BE14R WE 6" V ALW AND BOTTOM AW. AAIWT
tlNNTITIm ACCORDINGLY.
R115TQUDr nix FIVE was MtNI..
CIMBFER ALL ERKPo6m COMERa V.
MUSING NGI' ID 6tl6E.
J SECTION J -J
SEE NOTE
DEER n" TO BE. PIPE IB COED
a a E
" L
a....Y..:.
rim
CURB INLET (1 OF 2)
BEERS +z^ 10 w^ PIPE IE Wm
DETAIL SNOWING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
Vy�
2 -113A +I I�2 4
�.{
Z
0
f '
r 8my21
TW BLM
01.1.]0X8
I 9
tLJplm -r�
rzti=D
a O
TYPE rrGrr�7YPE "E "�7YPE "F"
v1
Y
�Iq
m
MILK aWNW
NOW
i
�ml
rr
PWI yX
NAN
RISEN MT.
YNERAI ,,WA
u8F I E A ^N^ COMMENTS 1M..WUr.
YR SED PLL GTCX 6V INS BOER 9' -8" [N CEF1M nTM CNE 1Y"
OX LExiE.. WE STEFB YNIRI EARLY SKIM ITS. OWING NO.fie.
0 M ROME m IC R . SPR pWELa AT
EIWE" CN,Ts AS IRLTED W DBE W,
WE FORMS FOR TXE CLOT ... BE T11E NTim BLN.
IF REINFORCED CON! IME PRE IB SET IN apllN BIDET OF PORK, AID TO 896
A9 axIMH ox aro. XD. e+o.ao.
WE TYPE ••E••, "F" AN. °I" DRAT.. UNLESS ..Is. INDICATED.
Em W -O•' IN MEIMI R IEn WE 6" WPtLS AND BOTTOM SLAB. OVER
W -W TO 16' -O" IN BE14R WE 6" V ALW AND BOTTOM AW. AAIWT
tlNNTITIm ACCORDINGLY.
R115TQUDr nix FIVE was MtNI..
CIMBFER ALL ERKPo6m COMERa V.
MUSING NGI' ID 6tl6E.
J SECTION J -J
SEE NOTE
DEER n" TO BE. PIPE IB COED
a a E
" L
a....Y..:.
rim
CURB INLET (1 OF 2)
BEERS +z^ 10 w^ PIPE IE Wm
PLAN
Y
O
i
QQ
Q o .
D
oQQOE�jW 5S
NC U FO,
401= -FLLOJ
3] C) Q
-0
O
H. =
H
LD N
3 m a
ED = i
° H
C, V m
O
F f I"
m W -
y
J O
cD V
W
NOT TO SCALE
ITT O
FQi~
DETAIL SNOWING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
Vy�
2 -113A +I I�2 4
�.{
Z
0
f '
r 8my21
TW BLM
01.1.]0X8
I 9
tLJplm -r�
rzti=D
a O
TYPE rrGrr�7YPE "E "�7YPE "F"
v1
Y
N.
m
MILK aWNW
NOW
i
r
T
A_ -8.
.
E
;....
PLAN
Y
O
i
QQ
Q o .
D
oQQOE�jW 5S
NC U FO,
401= -FLLOJ
3] C) Q
-0
O
H. =
H
LD N
3 m a
ED = i
° H
C, V m
O
F f I"
m W -
y
J O
cD V
W
NOT TO SCALE
ITT O
FQi~
DETAIL SNOWING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
Vy�
2 -113A +I I�2 4
�.{
Z
0
f '
r 8my21
TW BLM
01.1.]0X8
I 9
tLJplm -r�
rzti=D
a O
TYPE rrGrr�7YPE "E "�7YPE "F"
A ,"� I 977t,
OOy =Z
°
< LLFm-r
2 COy O.O
pM,.p
MILK aWNW
NOW
X015
- -WATER FLOW - SAG WATER FLOW �-
T
OO y�
z r
<�
E
L
COZ
_________________________
I 1`
S
I ,'4"
-�i
D.
W°
O
MAN
L.
TOTAL
_ _ _ - _ - - _ _ - - -
r
1 �a
SECTION B -B
NN
CREEP
00 "C' -
A -4"
2Yq
2
�0 i
Y3
WATER FLOW SAG '�- WATER FLOW f
H
O O m
ED c
ED m DO
2' -0^
SECTION A -A
LL O
z =
9' -1'
z m
TYPE "F" TYPE "E" TYPE "0"
TYPE - E
3 2 H
DID
0.01
0."7
1V
m >
Y -4"
'
ROW
0 Q cai
�IaZ
i y
r
gAISEO FLOW AggOW 2�Q"
O
"
ED y o
%B" HIGH �1
¢¢
Q W m
0
a' -0"
*RAISE
1T
Q
= F
1 n'
4'w^
u0i 2
0.40
�
1'9" d'
W W
=
9' -4"
rN-r
J L N
DID
z G O
Y 2'- 113/y" 1 r, 1§4 ,
'
1 1'2 R
G
BE
W LL O
4' -B^
9"
it
O.NNS
0.1.
-a 1 ,"
.1 f'
r -O'
W -O°
SECTION A -A�-
/err
a' -P
W -4"
TYPE - F
TYPE 6 .�°i SECTION A -A
1A0
snEEr z GF z
sxEEr 2 pF z
..MS
42^
840.03
W -a•
4' -9•
840.03
CURB INLET GRATE (2 OF 2)
NOT USED
NPl�OEYNOS�IW
NOT TO SCALE
Iyy- �.I'IL��B'
II 1..
=F,
m PLAN OF TOP SLAB SECTION S -S
I
O .r.
N
Nam T
m y R" I-E XB '•X„ BM9 '1 �X. BAR
LI I
Z m 2 d EDNW. 9PAL 9
9
C C.D
T --1 u
-00
v E SECTION R -R
IT N n
DIMENSIONS OF EM AND PIPE CNANNE
N T
= O PIPE SPAIN SMOTH WISTS SPAN MIN. MEDENT EARK-u
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PROJECTINFORMATION
PROJECT MANAGER:
DES
DESIGNED BY:
TMM
DRAWN BY:
MTK
PROJECT NUMBER:
BRO1.402
ORIGINAL DATE:
0206/2015
SHEET:
C4.9

1:
C
610`
411
590
M
m
N
HIGH POINT ELEV = 602.10
HIGH POINT STA = 4 +70.95
LOW POINT ELEV = 590.83 PVI STA = 4 +43.73
LOW POINT STA = 0 +94.02 PVI K = 602.47
2 .
K = 20.00
11 1 I 20
Sp' -09 "X64'-5•
19
18
PROP. 11'
LANES (TYP.) 17
54' -10 "X86'5" A PROP. 6'SIDEWALK
A 6' PLANTING 54.1p k40• AND UTILITY ESMT.
'' STRIP (TYP) C
a +�:s Qom° 16
T�
C2 ° CB#B29 PROP.T VALLEY
�I v CURB AND
GUTTER(TYP)
i1 G o.
RpP s 6:, 15
y
PROP CONC. . PROP. 20' STORM
DRWEWAY (TYP.) •' \ \
0 CB#B26 ESMT. (TYP)�
CBM828 7S RCA .Q4Q' - �•O +�S•
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PIPE (TYP) 22 'dek GB #B2]
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23
2
MAI
A
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O1
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STREET CENTERLINE
LINE TABLE
LINE
LENGTH
Ix
(PROP. 5'-\
19.57'
N 65 °2244" E
L2
R
SIpEWALK VV
L3
166.43'
S 6"27'04" E
L4
(TYP) i
S 25 °50'51" E
LS
28.08'
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CS#831 i
184.03'
S 64°09'09" W
L7
®
N 21 °48'48 W
U
PROP. TRANSITION FROM 16'
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N 14 °34.26"W
AC'
C4
150.00'
STA
STA 1 +94.07 AND 2~28.60
49.75'
+ w
18" RCP -
0
C5
Ara
287.21'
/
2�
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or
200.00'
a
12.65'
25.25'
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PROJECT MANAGER:
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DESIGNED BY:
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PROJECT NUMBER
BR01.402
ORIGINAL DATE:
02/06/2015
SHEET:
r
C5.0
1
Sp' -09 "X64'-5•
19
18
PROP. 11'
LANES (TYP.) 17
54' -10 "X86'5" A PROP. 6'SIDEWALK
A 6' PLANTING 54.1p k40• AND UTILITY ESMT.
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T�
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2
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In
STREET CENTERLINE
LINE TABLE
LINE
LENGTH
BEARING
L1
19.57'
N 65 °2244" E
L2
34.52'
S 89 °37'30" E
L3
166.43'
S 6"27'04" E
L4
555.06'
S 25 °50'51" E
LS
28.08'
8 62 °3248" E
L6
184.03'
S 64°09'09" W
L7
113.94'
N 21 °48'48 W
18
109.83'
N 14 °34.26"W
STREET CENTERLINE CURVE TABLE
CURVE
RADIUS
I LENGTH
TANGENT
CHORD
I BEA183'10'26"
ELTA
C1
400.00'
174.51'
88.66'
173.12'
N 77 °5°59'46"
C2
200.00'
290.33'
177.49'
265.50'
S 48 °0°10'26"
C3
150.00'
50.78'
25.64'
50.59'
S 16 °0°23'47"
o
C4
150.00'
96.08'
49.75'
94.44'
S 44 °1°41'57"
0
C5
175.00'
287.21'
187.78'
256.04'
N 68 °402'03"
C6
200.00'
25.27'
12.65'
25.25'
N 18.17
°14'22"
( IN FEET )
VERTICAL SCALE
I inch = 4 ft.
( IN FEET )
1 inch = 40 ft.
a
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Call before you dig.
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PROJECT INFORMATION
PROJECT MANAGER:
DES
DESIGNED BY:
TMM
DRAWN BY:
MTK
PROJECT NUMBER
BR01.402
ORIGINAL DATE:
02/06/2015
SHEET:
C5.0

O
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620
610
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LOW POINT ELEV = 599,38
LOW POINT STA =1 +82.76
PVI STA =1 +92.76
PVI ELEV = 599,18
K = 20.0€?
60.00' VC 3
GRAPHIC SCALE
4' 0 2' 41 6'
( IN FEET )
VERTICAL SCALE
I inch = 4 ft.
GRAPHIC SCALE
40' sa'
( IN FEET }
1 inch = 40 ft.
16'
16n'
Know whaft below.
Call !d©re YOU dig,
j a
F�
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EXIST. STORM PIPE
AND STRUCTURES (TYP)
PROP. ADA
I
{ RAMP (TYP)
C "
c7 Cori „
( { {
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t+l
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tt
ti
3.W
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43
W -30" X a4` -5" JA
CB #Al2
15" RCP (CLA
rr
PROP. 35'x35' SIGHT
DISTANCE TRIANGLE
C}B #1316
STREET CENTERLINE
LINE TABLE
LINE
LENGTH
00
L1
1 5.57'
N 65 °22`44" E
L2
34.52'
S 85 03730" E
L3
164.43'
6 6027'04" E
tss
555.06'
S 25 050'51" E
L5
26.47'
S 8203248" E
1,6
184.03'
S 64 009'09" W
L7
113.34'
N 21",U48- w
L8
109.83'
N 14 °34`28" W
19 °23`47"
C4
950.00'
56.08'
49.75'
84.44'
S 44 °71`49" E
36 °49`57"
C5
175.00'
287.21'
187.78'
0:
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UV
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25.27'
O
fa
©
N
V"
m m
Ctrl
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'd'
to
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GRAPHIC SCALE
4' 0 2' 41 6'
( IN FEET )
VERTICAL SCALE
I inch = 4 ft.
GRAPHIC SCALE
40' sa'
( IN FEET }
1 inch = 40 ft.
16'
16n'
Know whaft below.
Call !d©re YOU dig,
j a
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PROP. ADA
I
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C "
c7 Cori „
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PROP. 35'x35' SIGHT
DISTANCE TRIANGLE
C}B #1316
STREET CENTERLINE
LINE TABLE
LINE
LENGTH
BEARING
L1
1 5.57'
N 65 °22`44" E
L2
34.52'
S 85 03730" E
L3
164.43'
6 6027'04" E
L4
555.06'
S 25 050'51" E
L5
26.47'
S 8203248" E
1,6
184.03'
S 64 009'09" W
L7
113.34'
N 21",U48- w
L8
109.83'
N 14 °34`28" W
19 °23`47"
C4
950.00'
56.08'
49.75'
84.44'
S 44 °71`49" E
36 °49`57"
C5
175.00'
287.21'
187.78'
256.04'
N 68 °49'49" W
94 °02'03"
C6
200.00'
25.27'
12.65`
25.25`
N 18 °11`37" W
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TOM SHORT ROAD SIGHT DISTANCE CALCULATIONS TAKEN FROM THE AMERICAN
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DESIGN OF HIGHWAYS AND STREETS, 2004 EDITION.
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1. SIGHT DISTANCES CALCULATED PER THE AMERICAN ASSOCIATION OF STATE
HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) GEOMETRIC DESIGN OF
HIGHWAYS AND STREETS, 2004 EDITION, FOR 50 MPH DESIGN SPEED (EXCEPT AS
NOTED).
2. TREES LOCATED IN SIGHT DISTANCE SHALL BE LIMBED TO 5- (MINIMUM) ABOVE
GRADE.
TOM SHORT ROAD SIGHT DISTANCE CALCULATIONS TAKEN FROM THE AMERICAN
ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) GEOMETRIC
DESIGN OF HIGHWAYS AND STREETS, 2004 EDITION.
CASE B - INTERSECTIONS WITH STOP CONTROL ON THE MINOR ROAD
FOR A PASSENGER CAR
CASE BI - LEFT TURN FROM STOP:
SD =14ry
ISD = 1 :47`� *7.5sec.
ISO = 551.25 LF USE 555 LF
ISO = INTERSECTION SIGHT DISTANCE
V . = DESIGN SPEED OF MAJOR ROAD (.ph)
=pTIME GAP FOR MINOR ROAD VEHICLE TO ENTER THE MAJOR ROAD
4' 0 4' 8'
VERTICAL SCALE: 1" = 4'
40' 0 40' 80'
HORIZONTAL SCALE: 1 " = 40'
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PROP. 35' X 35' SIGHT
^ \ \ TRIANGLE (TYP.) \ \
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- -- - -- i - EASTBOU ��
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GEOMETRIC DESIGN OF / / J \
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PC M FILE 173
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PROJECT MANAGER:
DES
DESIGNED BY:
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DRAWN BY:
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PROJECT NUMBER
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ORIGINAL DATE:
02/06/2015
SHEET:
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REGULATIONS. =W4
11. SURVEY INFORMATION SUPPLIED BY ESP ASSOCIATES, P.A.
4. VEHICULAR ACCESS SHALL IC MAINTAINED FIRE ALL PROPERTIES, BUSINESSES, 12 CONTRACTOR IS RESPONSIBLE FOR RELOCATION OF ALL UTILITIES AS
DWELLINGS, SCHOOLS, POLICE STATIONS, FIRE STATIONS, HOSPITALS, AND FIRE LLB cmon
HYDRANTS, AND ANY OTHER EMERGENCY SERVICES, AND MAILBOXES AFFECTED NECESSARY. COORDINATE WITH APPROPRIATE UTILITY OWNERS. f
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5. ALL RADII SHOWN ON THIS PLAN ARE MEASURED AT THE EDGE OF PAVEMENT OR MAILBOXES, AND OTHER AFFECTED STRUCTURES.
CENTERLINE, AS APPLICABLE. `
14. DEVELOPER IS RESPONSIBLE FOR OBTAINING REQUIRED EASEMENTS AND /OR
6. RAISED REFLECTORIZED PAVEMENT MARKERS(RPM -S) SHALL BE PLACED AT ALL RIGHT OF WAY FROM AFFECTED ADJACENT PROPERTY OWNERS PRIOR TO
PAVEMENT MARKINGS AND SHALL BE PLACED IN ACCORDANCE WITH THE NCDOT CONSTRUCTION.
ROADWAY STANDARD DRAWINGS STD. NO. 1250.01.
15. CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND STABILIZATION AS
7. ALL OFFSITE ROADWAY IMPROVEMENTS SHALL BE IN ACCORDANCE WITH NCDOT REQUIRED BY EROSION CONTROL PLANS AND NCDENR.
AND THE VILLAGE OF MARVIN.
16. THERMO RESIN TO BE USED UNLESS OTHERWISE NOTED. ` 1'111111 /RO
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RESPONSIBLE FOR COORDINATION WITH DUKE POWER AND /OR CABLE TV /PHONE ��., •,.ys
COMPANIES TO RELOCATE EXISTING OVERHEAD AND UNDERGROUND UTILITIES. AFFECTED PROPERTY OWNERS.
CONTRACTOR TO COORDINATE WITH UNION COUNTY PUBLIC WORKS = LICENSE NO.: _
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3. THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH ALL NCDOT BY STREET WIDENING.
REGULATIONS.
11. SURVEY INFORMATION SUPPLIED BY ESP ASSOCIATES, P.A.
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DWELLINGS, SCHOOLS, POLICE STATIONS, FIRE STATIONS, HOSPITALS, AND FIRE 12. CONTRACTOR IS RESPONSIBLE FOR RELOCATION OF ALL U11LITIES AS LLB
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14. DEVELOPER IS RESPONSIBLE FOR OBTAINING REQUIRED EASEMENTS AND /OR
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ROADWAY STANDARD DRAWINGS STD. NO. 1250.01.
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7. ALL OFFSITE ROADWAY IMPROVEMENTS SHALL BE IN ACCORDANCE WITH NCDOT REQUIRED BY EROSION CONTROL PLANS AND NCDENR.
AND THE VILLAGE OF MARVIN.
16. THERMO RESIN TO BE USED UNLESS OTHERWISE NOTED. 1111111 II111f�� '
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COMPANIES TO RELOCATE EXISTING OVERHEAD AND UNDERGROUND UTILITIES. AFFECTED PROPERTY OWNERS. _
CONTRACTOR TO COORDINATE WITH UNION COUNTY PUBLIC WORKS = LICENSE NO.: E
C -0587
PROP. FLAGGER
PROP. WORK AREA
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PROJECT MANAGER: DES
DESIGNED BY: TMM
DRAWN BY: RVC
PROJECTNUMBER: BR01.402
ORIGINAL DATE: 02106/2015
SHEET:
C5.6

I AMBER MEADOW = SHEET INDEX
LEGEN©
EXIST MAJOR CONTOUR
EXIST, MINOR CONTOUR
PROF'. MAJOR CONTOUR
PROP. MINOR CONTOUR
E=XIST. TREE LINE
PROP. TREE PROTECTION
PROP. DISTURBANCE LIMITS
PROP. DRAINAGE AREA
TEMP, SILT FENCE
TEMP HIGH HAZARD SILT FE=NCE
PROP. CONSTRUCTION ENTRANCE
PROP. DIVERSION DITCH
PROP. ROCK CHECK DAM
PROP, SILT FENCE OUTLET
PROP, TEMP, SILT SACK
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PROP, CONC. WASHOUT
PROP. TEMP. DIVERSION BERM
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�TB-�TS �•
EROSION CONTROL NOTES:
1. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH
THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, US DEPT. OF AGRICULTURE, AND THE SCS. THE
CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE
EROSION.
2, ALL LAND OWNERS MUST BE NOTIFIED PRIOR TO CONSTRUCTION,
AND ALL EASEMENTS MUST BE CURRENT.
3. CONTRACTOR IS RESPONSIBLE FOR STOPPING SEDIMENTATION
DOWNGRADE OF ALL DISTURBED AREAS. SILT FENCE SHOWN ON
/ THIS PLAN IS THE MINIMUM THAT SHALL BE INSTALLED. CONTRACTOR
PTG PROPERTIES L SHALL INSTALL ADDITIONAL SILT FENCE WHEREVER FIELD
DB 6010 PG CONDITIONS WILL RESULT IN SEDIMENTATION OF NON - DISTURBED
\ TAX #061 02F AREAS.
ZONE R NDEVELOPD J
\ ' 4. SOILS PRESENT ON -SITE ARE: IrA
5. TOTAL DENUDED AREA IS: 16.5 -AC
f 3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS
n
A VIOLATION OF THE CITYICOUNTY EROSION CONTROL ORDINANCE
AND IS SUBJECT TO A FINE.
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY
\ PTG PROPERTIES LLC BE REQUIRED BY A REPRESENTATIVE OF THE TOWN /COUNTYISTATE
\ \ \� DS 2004 PG 864 ENGINEERING DEPARTMENT.
s� TAX #06198005 �(
\ \ R - UNDEVELOPPD 1 5. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 14 CALENDAR
PORTION OF \ I GE OF MARV \ \ DAYS AND ALL DISTURBED PERIMETER AREAS WITHIN 7 CALENDAR
PTG PROPERTIES LL\ \ \ DAYS AFTER LAND DISTURBING ACTIVITY IS COMPLETED OR HAS
DB 6010 PG 853 LONGVIEW SOUTH, LLC
FIELD LOCATED T. B. \sJ� DB 1491 PG 224 TEMPORARILY CEASED.
� 249813 SQ FT � \
\ 5.735 ACRES MCBRIDE CR EK \ PC M FILE 181
4 TO BE COMBINED WITH \ TAX #062220030 S. ALL GRADED SLOPES AND FILLS MUST BE STABILIZED WITHIN 14
LONGVIEW SOUTH, LLC \ ,� 301,2613 SQ FT CALENDAR DAYS AND GRADED SLOPES AND FILLS WITH A SLOPE
EX. HEADWALL ONE R - UNDEVELOPED \ SkS' \ UNDEVELOPED GREATER THAN 3 :9 WITHIN 7 CALENDAR DAYS AFTER A PHASE OF
LAGE OF MARVIN PTG PROPERTIES LLC \ \ GRADING IS COMPLETED OR HAS TEMPORARILY CEASED,
BOTH INV. ELEV: 583.97 VILLAGE OF MARVIN
24" RCP DB 6010 PG 853 Q�
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RIM: 594.48 . �.
VILLAGE OF.-MARVIN'
INV. IN: 584.251 \ \
INV. OUT: 584,17 POND WATER �C�tl. AT
7. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
CONTROL PLAN IS A VIOLATION OF THE TOWNICOUN7Y /STATE
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
S. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES REQUIRED PER THE APPROVED EROSION CONTROL
PLANS THROUGHOUT THE LIFE CYCLE OF THE PROJECT, THIS MAY
INCLUDE: CONSTRUCTION ENTRANCE, SILT FENCE, DIVERSION
DITCHES, SEDIMENT BASIN AND TRAPS, SILT FENCE BAFFLES, AND
TREE PROTECTION FENCE.
9. INSPECTIONS SHALL BE CONDUCTED AS PRESCRIBED BY UNION
COUNTY AND NCDENR. ADDITIONAL INSPECTIONS MAY BE
CONDUCTED ON ANY REASONABLE BASIS, INCLUDING BUT NOT
LIMITED TO: RANDOM INSPECTIONS; INSPECTIONS BASED UPON
COMPLAINTS OR OTHER NOTICE OF POSSIBLE VIOLATIONS;
INSPECTIONS OF DRAINAGE BASINS OR AREAS IDENTIFIED AS
HIGHER THAN TYPICAL SOURCES OF SEDIMENT OR OTHER
CONTAMINANTS OR POLLUTANTS; INSPECTIONS OF BUSINESSES OR
INDUSTRIES OF A TYPE ASSOCIATED WITH HIGHER THAN USUAL
DISCHARGERS OF CONTAMINANTS OR POLLUTANTS OR WITH
DISCHARGES OF A TYPE WHICH ARE MORE LIKELY THAN THE TYPICAL
DISCHARGE TO CAUSE VIOLATIONS OF STATE OR FEDERAL WATER
QUALITY STANDARDS OR THE NPOES STORMWATER PERMIT; AND
JOINT INSPECTIONS WITH OTHER AGENCIES INSPECTING UNDER
E=NVIRONMENTAL AND SAFETY LAWS. INSPECTIONS MAY INCLUDE
BUT ARE NOT LIMITED TO: REVIE=WING MAINTENANCE AND REPAIR
RECORDS; SAMPLING DISCHARGES, SURFACE WATER,
GROUNDWATER, AND MATERIAL OR WATER IN BMPS; EVALUATING
THE CONDITION OF BMPS AND STORMWATER MANAGEMENT
PRACTICES.
10. RIGHT -OF -ENTRY FOR INSPECTION. THE PROPERTY OWNER SHALL
GRANT TO UNION COUNTY ENVIRONMENTAL MANAGEMENT, NCDENR
OR ANY OTHER GOVERNING AGENCY, THE RIGHT TO ENTER THE
PROPERTY AT REASONABLE TIMES AND IN A REASONABLE MANNER
FOR THE PURPOSE OF INSPECTION.
11. CONTRACTOR / OWNER SHALL VERIFY THAT WETLANDS, STREAMS
AND POND IMPACTS HAVE BEEN PERMITTED THROUGH ACOE AND
NCDENR.
TIME OF SURVEY. ,585.20 \ ` EROSION CONTROL SEQUENCE:
\ i
PERMANENT DETENTION ! \ S ?p LONGVIEW SOUTH LLC
EASEMENT \� \ V �- DB 2004 PG 864
! \ \ \ j S� PC L FILE 526 PHASE 1:
C ©S \ A \ a TRACT #1 - ZONE R
TAX# 06222517 1 �'� \ ply UNDEVELOPED
1. OBTAIN EROSION CONTROL PLAN APPROVALIPERMITS FROM NCDENR.
/ > PULTE' HOME CORP. ` i
` `- \ P \ \ TAX #06201007A _ 2. SET UP AN ON -SITE PRE - CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF NCDENR
4$.9 ACRES ZONE R _J`Sc9 O \\ \ \ ,� G�,c* UNION COUNT'
STORMWATER DETENTION 'i- \ 2s, \ �p �� TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR
VILLAGE OF MARVIN \ +S' \ p0 TO AND LAND - DISTURBING ACTIVITIES IS A VIOLATION AND IS SUBJECT TO A FINE.
TOP CODS (NO 88 E6() \\\ j PROP, SKIM. `` \ ~\ \ ;.a G4l� \ ��
-- `�,' _ \ . 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE, CONCRETE WASHOUT, PERIMETER CONTROL
- _ \ IN . 2 t`: \ MEASURES, SILT FENCE, RIP -RAP, AND SILT FENCE OPENINGS. CLEAR ONLY AS NECESSARY TO INSTALL
EX • CB BOTTOM: 585.15 BAS �¢ THESE DEVICES.
RIM: 591.30 ��
INV. OUT: 587.50 .�'". S -� ASS S r` 588 -.._ \ \ ,�, \"
4. STAKE PROPOSED GREENWAY IN FIELD AND FLAG ANY TREES WHICH ARE IN CONFLICT WITH PROPOSED
,,�• °-- , f \ 'Sp;'' \ GREENWAY. ADJUST GREENWAY ALIGNMENT AS NEEDED TO AVOID EXISTING TREES AND CONFIRM
LOCATION WITH OWNERS' REPRESENTATIVE, AND VILLAGE* OF MARVIN PLANNING AND PARKS &
RECREATION DEPT.
\ \ REMAINING PORTION Of
\ 5. ONCE FINAL LOCATION OF PROPOSED GREENWAY IS CONFIRMED, INSTALL SILT FENCE AS SHOWN 3' OFF
LONGVIEW SOUTH, LLC EDGE OF THE PROPOSED GREENWAY ON THE DOWNHILL SIDE, WHERE FIELD CONDITIONS WARRANT,
DB 1491 PG 224
INSTALL STONE OUTLETS TO AVOID BLOWOUTS,
\ PC M FILE 181
-HOME CORP. i s` `. � \ O O \ S� \`�C) C TAX #062220030 5. CONTRACTOR SHALL MINIMIZE CLEARING AND GRADING FOR THE CONSTRUCTION OF THE PROPOSED
RE SUBDIVISION j:� - t' �p� ��? \gyp' �o � \ 1 \ SS � � � � 921;313 SQ FT GREENWAY TO THE MAXIMUM EXTENT PRACTICABLE.
MILY RESIDENTIAL - EX. DC
I r oe c3 �' �c�`A �F \� . 21.15 ACRES
ZONE R \! 7. CALL NCDENR FOR INSPECTION OF MEASURES INSTALLED IN (3) ABOVE. ONCE INSPECTOR GRANTS
RIM: 590. � c�' '� `� `--
TAX# 06222479 �L �� \ S
INV. IN: 58 58 �' i �\ \ �\, \ PERMISSION, PROCEED WITH GRADING AND INSTALLATION OF SKIMMER SEDIMENT BASIN, AND SEDIMENT
VILLAGE OF MA 4a \ \ \\ -- BASIN WITH PERMANENT CONTROL STRUCTURE IDENTIFIED ON THESE PLANS.
INV, OUT: 5 .42 \°
\ I PRC3P,.SKIIiMER BASIN 8. CALL FOR ON -SITE INSPECTION BY INSPECTOR. WHEN APPROVED, CLEARING I GRUBBING AND DEMOLITION
\ f % 2 DA: d� '� \�_ A \ l A FOR REMAINDER OF SITE MAY BEGIN.
EUGENE C. & WHITNEY BEARD �_a\ = [3ENLIDED: 3.47 AC./
TULIAMORE SUBDIVISION \ `',. f TOTAL: 3.47 AO: \ \ °
SINGLE FAMILY RESIDENTIAL j'`. / �`` ^ \ \ \ 9. CLEAR & GRUB SITE WITHIN DENUDED LIMITS IDENTIFIED IN PHASE 1, ANY GRADING OUTSIDE THE LIMITS I5
DB 6291 F'G 838 - ZONE R� \ A AV \ SUBJECT TO A FINE.
TAX 06222478 \ / � E?ES#t\ / \ - _- INV.: 584.78 ~` ` �.
\ \ \ 10. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL DEVICES AND SCHEDULING OF
VILLAGE OF MA ]s OQ
\ REQUIRED INSPECTIONS AND RECORD DOCUMENTATION TO BE PERFORMED.
\
1
TAREQ & NOURANA AMIN
TULLAMORE SUBDIVISION \
SINGLE FAMILY RESIDENTIAL
-
8
DB 6321 PG 556 ZONE BCC REAL ESTATE
j \ DB 5598 PG 854
TAX# 06222477 1 CS#C9 \
VILLAGE OF M IN PROP. $ED\ \ \ / \ \ PC L FILE 526
\ 1 gg6 _ . _ '� BASIN - �� \ \ TRACT #2 ZONE R
ti_ �� - _~ UNDEVELOPED
r \ \ TAX #06201007C
X UNION COUNTY
1` � � \
PULTE HOME CORP. A `� ! ��
TULLAMORE SUBDIVISION
' \ \ LONGVIEW SOUTH LLC
SINGLE RESIDENTIAL '� �\ _ ' .597- 59fi \ : �►� t �. - ,� A .
\ l ` _ DB 5568 PG $54
TAXI 06222476 \ _ �� • \ PC L FILE 526
VILLAGE OF MARVI `, \ \` - i. ._ ! \ TRACT #3
TAX #06201007C
`y' ' 126,364 SQ FT
2.901 ACRES
�p
PULTE HOME CORP. �`
i L UNION COUNTY
TULLAMORE S.UBDiVISION ��� , - -- � _ .__ _.�. _._ . _ / _ � - _ � � � \ ``
SINGLE FAMILY RESIDENTIAL G F
LOT 3- ZONE R \\ f I L v= j T9 � N Z
TAX # 06222475
q�l+� \ - • � f ' � -``
r
VILLAGE OF MARV! �. •,Q o i _- -._._ -
C_
PULTE HOME CORP. ;p 59$ r ... -,' �
-'�
TULLAMORE SUBDIVISION _ �r \ _- \ v
SINGLE FAMILY RESIDENTIAL l - 596 '
LOT 2 -- ZONE R -.�: i _ ` TB LA E
_._ _._ __ ._r ,- ,
- 59
5 BOLT H
TAX 06222474 / Qp _ \ PROP, STOCK `ELEV.= 597.94
VILLAGE OF MARV „ �o �7 1
` /� ` 6Q \ _ �` PILE LOCATION (NAND 88)
/ �i,'\ PROP, -SED BASIN I-QA � \
.flG Y� PULTE HOME CORP. �• � / � _ ` � � >>
TULEAMORE SUBDIVISION
io
SINGLE FAMILY RESIDENTIAL
LOT 1 - ZONE R
TAX# 06222473
0�6b� VILLAGE OF MARVIN_,,-,---
DENUDE D 8.39 AC \
VQ1 TOT L. 8.39 AC_
1
fi PULTE HOME CORP. - ` 'so r .,
TULLAMORE SUBDIVISION f ' ✓ / 606 �
TAX# 06222519 1 _.
ZONE R - COMMON
OPEN SPACE
i`
VILLAGE OF MARVIN EX,CB
602 RIM: 59f.25
'� �Y o ���� : `tom' � ✓ � e � � � � `
EXIST. 15' WATER
LINE EASEMENT
GOC 602 DB. 3429 PG. 25
EX. CE3
1�
.� ilJ �,,C+`'�• RIM: 599.89
@�+ INV.. OUT-596.27
PAUL E. &REBECCA
T. JEFFREY
CANTERFIELD CREEK
�DIT 1240 PG 738
AX #06201294
i ONE R - SINGLE
FA LY RESIDENTIAL
VIL E OF MARVIN
% \ JASON W uaFA,�Q
■rr
INV, OUT: 591.51
CHRISTOS L. &
SHARON H. NAKOS
CANTERFELD CREEK
DB 5232 PG 895
TAX #06201294
ZONE R --. SINGLE
FAMILY RESIDENTIAL
VILLAGE O F MARVIN
WILLIAM M. &
VIOLET S. SORENSON
CANTERFIELD CREEK
DB 1243 PG 112
TAX #06201295
ZONE R - SINGLE
FAMILY RESIDENTIAL,,
EX. CB . \
RIM: 595.9
INV. IN: 591.00
INV. IN(A); 591.1
15" RCP; v
SPECIAL INSPECTIONS NOTE:
PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES
MUST INSPECT SEDIMENT AND EROSION CONTROL
MEASURES ON A PROJECT AFTER EACH PHASE OF THE
PROJECT TO ENSURE THAT THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN IS BEING FOLLOWIND. A
SAMPLE SELF - INSPECTION REPORT, AS WELL AS DETAILS
OF THE SELF- INSPECTION PROGRAM CAN BE FOUND
ONLINE AT HTTP :IIPORTAL.NCDENR.ORGMiESILR /EROSION
AS A MINIMUM, THE INSPECTION SHALL BE PERFORMED
AFTER EACH OF THE FOLLOWING PHASES OF THE PLAN:
1, INSTALLATION OF PERIMETER EROSION AND
SEDIMENT CONTROL MEASURES.
2. INSTALLATION OF SEDIMENT TRAPS /BASINS
ANDIOR SKIMMER BASINS.
3. CLEARING AND GRUBBING OF EXISTING GROUND
COVER,
4. COMPLETION OF ANY PHASE OF GRADING THAT
REQUIRES PROVISION OF STABILIZATION.
6, INSTALLATION OF MEASURES DURING ANY PHASE
OF THE PROJECT,
6. COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
7. INSTALLATION OF STORMWATER RETENTION OR
} WATER QUALITY MEASURES.
8. QUARTERLY UNTIL THE ESTABLISHMENT OF
` PERMANENT GROUND COVER IS FULLY
S ESTABLISHED.
s ' NOTE THE ABOVE INSPECTION REQUIREMENTS ARE IN
ADDITION TO NPDES INSPECTION REQUIREMENTS.
J
EXIST. 15' W'
/ LINE
D6.342'
�f
1 OCi'
n
En
o�
Niiim 14�y ■ ■i ■ ■(at��($� belo �S..
Call befdm you dig.
GRAPHIC SCALE
4 50' 144' 204'
( IN FEET )
I inch = 200 ft,
L
PRELIMINARY PLAT AND CONSTRUCTION PLANS
EX, CBS
RIM:
597.87
INV, IN:
590,41
INV. IN(A):
590.28
INV. OUT:
590.04
0210612015
EX. CB--j
RIM:
597,81/
INV. OUT:
594.06
O
SPECIAL INSPECTIONS NOTE:
PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES
MUST INSPECT SEDIMENT AND EROSION CONTROL
MEASURES ON A PROJECT AFTER EACH PHASE OF THE
PROJECT TO ENSURE THAT THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN IS BEING FOLLOWIND. A
SAMPLE SELF - INSPECTION REPORT, AS WELL AS DETAILS
OF THE SELF- INSPECTION PROGRAM CAN BE FOUND
ONLINE AT HTTP :IIPORTAL.NCDENR.ORGMiESILR /EROSION
AS A MINIMUM, THE INSPECTION SHALL BE PERFORMED
AFTER EACH OF THE FOLLOWING PHASES OF THE PLAN:
1, INSTALLATION OF PERIMETER EROSION AND
SEDIMENT CONTROL MEASURES.
2. INSTALLATION OF SEDIMENT TRAPS /BASINS
ANDIOR SKIMMER BASINS.
3. CLEARING AND GRUBBING OF EXISTING GROUND
COVER,
4. COMPLETION OF ANY PHASE OF GRADING THAT
REQUIRES PROVISION OF STABILIZATION.
6, INSTALLATION OF MEASURES DURING ANY PHASE
OF THE PROJECT,
6. COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
7. INSTALLATION OF STORMWATER RETENTION OR
} WATER QUALITY MEASURES.
8. QUARTERLY UNTIL THE ESTABLISHMENT OF
` PERMANENT GROUND COVER IS FULLY
S ESTABLISHED.
s ' NOTE THE ABOVE INSPECTION REQUIREMENTS ARE IN
ADDITION TO NPDES INSPECTION REQUIREMENTS.
J
EXIST. 15' W'
/ LINE
D6.342'
�f
1 OCi'
n
En
o�
Niiim 14�y ■ ■i ■ ■(at��($� belo �S..
Call befdm you dig.
GRAPHIC SCALE
4 50' 144' 204'
( IN FEET )
I inch = 200 ft,
L
PRELIMINARY PLAT AND CONSTRUCTION PLANS
CAR
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PROJECT INFORMATION
PROJECT MANAGER:
DES
DESIGNED BY:
TMM
DRAWN BY;
MTK
PROJECT NUMBER:
BR01.402
ORIGINAL DATE:
0210612015
SHEET-

I AMBER MEADOW - SHEET INDEX SCALE: V`= 300" 1
APPROX. LOC. OF PROP. 8' GREENWAY TRAIL -
Q
CONTRACTOR SHALL CLEAR ONLY AS NECESSARY
TO CONSTRUCT TRAIL - CONTRACTOR SHALL
I_0j(GVt� PROTECT EXIST, TREES TO REMAIN AND ADJUST
_ D& SOS TRAIL ALIGNMENT AS NEEDED
PC S� 9g PG � LLG
DOWNHILL
T C 526
�`� INSTALL SILT FENCE ON t]O
7
- - _� - '_ - ----- SIDE OF TRAIL OWN
i_ , i
:ii :.- , 26 364 � Q/C APPROX. LOCATATION PROP.
fi v l BASIN DRAINAGE '' � " • 9Q Q F r / \
O o S \ '' =, f A GREENWAY EASEMENT (TYP
PROP. DENUDED LIMITS AREA (TYP.) \ eA'S
INSTALL. PROP. TEMP. BRICK !
LPROP.
AT PROPERTY LINE (1 YP.) SILT FENCE [dJ PROPERTY WELL CONTRACTOR SHALL
PROP. CONC. WASHOUT s PROP. TEMP. HIGH HAZARD SILT
PROTECT EXIST, FIRE 0 ' LINE AS SHOWN ('CYP.) � `� : " � . I (TYP.) -SEE I31TTAiL �6 C FENCE (TYP.) -SEE tiE'iA1L5 �1�.E T G6! -= �' HY€�RANT d Tv REMAIN �., _
NE SEE S r PROP. TREE ♦ - /
��"I�N ,} LINE (TYP.)
PROP. TEMP. SILT FENCE
CO PROP, STOCK PILE ? ,°
PLANTER W i �E� SEE DETAIL i \` AREA (TYP.} \ \
MATCH L lad �) t � � " : ":�...•- \ �
-
EX. - o 64
GRAVE_ T . - ---- -
EX. 20 Put
12 OAK _
EXIST WETLANDS
-LAN T _- _. _ -_ � _:, -12 -~ OAK -_ = � r . 12 QAK � � � -�. \ �
- -- r K - -
_.- -...
CONDUIT 12 OAK / ' , \ - � :':::::'•..• "•
_ 12 OAK
$ OAK W: _
a �- PROP. TEMP. CONSTRUCTION , -` '�--- •�- .•-_.. _...._, � ~ \w �
T
8 OAK _ �,_ _ — ENTRANCE P, -SEE DETAIL - `•
-- _ - ; 0 U(T X. 20 UE PROP, DENUDED : RIM: 595.98
� P
LIMITS (TYP.) __� >..� _ `v INV. IN: 591.t7p XIST. TREE \ �r
--
-� EX 2.5' STD. CURB _ _ _ ...,..,... - .�„ -..,.. = -- ,� LINE (TYP.)
COt _- " -""' -' INV IN(A }: 591 10 :
INV. O
CONC. -� INSTALL PROP. TEMP. SILT FENCE
UT• 590.8
— - = BACK OF CURB AS SHOWN P. - # "SL \ \
@ (TYP.) 6(33 _ _ '� _ _ :- _ Cz, - �'�,,,.,, _,•_ , �.,,�~ ,_ �,_^ '- ";'n;••:. • - \ ,
----- --� PROP E UDE
— - LIMITS (TYP.)
�O " 1 CANTED MEDIAN 's °- - OX V1 PROP. TREE PROT. FENCE
,�
STD.
2..._- CURB ...�. — ...,.^..�.. r.. — �...� �.6p ` ..._.._. _ �
moo. -� G^
r
i
�f 4� TY - 5E DETAIL
� 4
:
:
CONDUIT _. _. :.._ 4� \ �`::•:
w
_.. _.
Ef3dX' 8 flAK . / -~ w w
L� CONTRACTOR TOR SH LL
-' ,.. / 10!OAK _ _ DIJI.. W-- _ C.w w ;'• :.: i;• '
9 OAK I� - PROTECT
10 .OAKI - EXIST. FIRE
_,. � � 8 OAK � ., 12 OAK i 12 OAK ., .:;� -�:. ::~."'- `- .�,..,y�,:.��.`.,;�� ... .. .�..,�, -
10 OAK - _ -� __ W. �.� � �.
_ -- � --. _ , _.. �.,. .:� -�,. --� •-^, .� HYDRANT - TO REMAIN 15 w
12 OAK - _ _ --- ---- — -- _ -
- SHORT
_
- _
— — --- ----- viz . --W
PUBLIC N1W 1111ti]
TH VARIES _ -�` •.�- CONDUIT .
EX, CB .� _. PC M FILB 173 }.
EX.CB
RIM: 599.89 -- -_ -
INV. IN: 595.88 _- -. _ RIM: 596.25
_ INV. OUT: 591.51
INV. OUT: 595,41
EXIST. 15' WATER LINE EASEMENT EX. R%W �,
4 OAK G£jIVL
/ DB. 3429 PG. 25 �� •� ww iL1
EX. C8 X- �� r
OWNERS ASSOCATION w �� `� _
RIM: 599.89 �� A
/ �� w
CANTERFIELD CREEK NOME /
INV. OUT-596.27 EX. SSMH -� T
DB 1 176 PG 319
RIM: 600.96
TAX #06201284 / INV, OUT: 587.17 9' OAK
PROP. TEMP. SILT SACK INLETS w
PROT. (TYP.) - SEE DETAIL irA
8" OAK
JASON W, HAFENER CANTERFIELD CREEK EX. C8 !" •a
DI 5767 PG 103 CHRISTOS L. & SHARON H. NAKOS EXIST. SOIL RIM: 597.87 ' X- --
TAX #06201293 PAUL E. &REBECCA T. JEFFREY CANTERFIELD CREEK TYPE (TYP.)
SINGLE FAMILY RESIDENTIAL CANTERFIELD CREEK INV, IN: 590.41
ZONE R OB 1240 PG 738 DS 5232 PG 895
INV. IN(Aj: 590.28
VILLAGE OF MARVIN TAX #05201294 TAX #06201294 INV. OUT: 590.04
ZONE R - SINGLE FAMILY RESIDENTIAL ZONE R - SINGLE FAMILY RESIDENTIAL
PROP. TEMP. SILT SACK
VILLAGE OF MARVIN VILLAGE OF MARVIN
/ PROT. (TYP.) -SEE DETAIL
J
40'
0
_a
Cm
I
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
Kmw whars below.
Call bufM you dig.
O
PRELIMINARY PLAT AND CONSTRUCTION PLANS
PROJECT MANAGER:
LEGEND
DESIGNED BY;
d
NOTE:
MTK
PROJECT NUMBER:
N
r
ORIGINAL DATE:
EXIST. MAJOR CONTOUR
___ .. -_ _._._ -_- ---- ......_.- - ___._.e
SEE SHEET C6,0 FOR ADDITIONAL NOTES & INFO.
�
Z (G
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r- O
xz
EXIST. MINOR CONTOUR
C?
•o
PROP. MAJOR CONTOUR
NOTE:
PROP. MINOR CONTOUR
Cis
CONTRACTOR SHALL INSTALL SILT FENCE ON DOWN HILL
EXIST, TREE LINE
Cn
SIDE & CLEAR ONLY AS NECESSARY TO INSTALL TRAIL.
W
CONTRACTOR SHALL ADJUST ALIGNMENT OF PROP,
3
GREENWAY AS NEEDED TO PRESERVE EXISTING TREES (TYP)
PROP. TREE PROTECTION
PROP. DISTURBANCE LIMITS
PROP. DRAINAGE AREA
TEMP, SILT FENCE
TEMP HIGH HAZARD SILT FENCE
---A """" """""� ♦ —
PROP. CONSTRUCTION ENTRANCE
PROP. DIVERSION DITCH
- ► —r —b —► --A- —► -i --r —►
PROP. ROCK CHECK DAM
PROP. SILT FENCE OUTLET
PROP. TEMP. SILT SACK
INLET PROTECTION
PROP. CONC, WASHOUT
PROP. TEMP. DIVERSION BERM
—TS ---TB- -�
APPROX. LOC. OF PROP. 8' GREENWAY TRAIL -
Q
CONTRACTOR SHALL CLEAR ONLY AS NECESSARY
TO CONSTRUCT TRAIL - CONTRACTOR SHALL
I_0j(GVt� PROTECT EXIST, TREES TO REMAIN AND ADJUST
_ D& SOS TRAIL ALIGNMENT AS NEEDED
PC S� 9g PG � LLG
DOWNHILL
T C 526
�`� INSTALL SILT FENCE ON t]O
7
- - _� - '_ - ----- SIDE OF TRAIL OWN
i_ , i
:ii :.- , 26 364 � Q/C APPROX. LOCATATION PROP.
fi v l BASIN DRAINAGE '' � " • 9Q Q F r / \
O o S \ '' =, f A GREENWAY EASEMENT (TYP
PROP. DENUDED LIMITS AREA (TYP.) \ eA'S
INSTALL. PROP. TEMP. BRICK !
LPROP.
AT PROPERTY LINE (1 YP.) SILT FENCE [dJ PROPERTY WELL CONTRACTOR SHALL
PROP. CONC. WASHOUT s PROP. TEMP. HIGH HAZARD SILT
PROTECT EXIST, FIRE 0 ' LINE AS SHOWN ('CYP.) � `� : " � . I (TYP.) -SEE I31TTAiL �6 C FENCE (TYP.) -SEE tiE'iA1L5 �1�.E T G6! -= �' HY€�RANT d Tv REMAIN �., _
NE SEE S r PROP. TREE ♦ - /
��"I�N ,} LINE (TYP.)
PROP. TEMP. SILT FENCE
CO PROP, STOCK PILE ? ,°
PLANTER W i �E� SEE DETAIL i \` AREA (TYP.} \ \
MATCH L lad �) t � � " : ":�...•- \ �
-
EX. - o 64
GRAVE_ T . - ---- -
EX. 20 Put
12 OAK _
EXIST WETLANDS
-LAN T _- _. _ -_ � _:, -12 -~ OAK -_ = � r . 12 QAK � � � -�. \ �
- -- r K - -
_.- -...
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8" OAK
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SINGLE FAMILY RESIDENTIAL CANTERFIELD CREEK INV, IN: 590.41
ZONE R OB 1240 PG 738 DS 5232 PG 895
INV. IN(Aj: 590.28
VILLAGE OF MARVIN TAX #05201294 TAX #06201294 INV. OUT: 590.04
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DRAWN BY:
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PROJECT NUMBER:
BR01.402
ORIGINAL DATE:
02/0612015
SHEET:
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VILLAGE OF MARVIN
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ORIGINAL DATE:
TULLAMORE SUBDIVISION
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ORIGINAL DATE:
02106015
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EXIST. MAJOR CONTOUR
EXIST. MINOR CONTOUR
PROP. MAJOR CONTOUR
PROP. MINOR CONTOUR
EXIST. TREE LINE
PROP. TREE PROTECTION
PROP. DISTURBANCE LIMITS
PROP. DRAINAGE" AREA
TEMP, SILT FENCE
TEMP HIGH HAZARD SILT FENCE
PROP. CONSTRUCTION ENTRANCE
PROP. DIVERSION DITCH
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BASIN - I ; ALL DENUDED AREAS AS SOON SIDE; & CLEAR ONLY AS NECESSARY TO INSTALL TRAIL,
AS PRACTICABLE (TYP.) - SEE CONTRACTOR SHALL ADJUST ALIGNMENT OF PLOP.
DETAILS FOR SEEDING SCHEDULE GREENWAY AS NEEDED TO PRESERVE EXISTING TREES (TYP)
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DENUDED: 6.39 AC. ; -.. 593- `
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ORIGINAL DATE:
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EXIST. MAJOR CONTOUR
EXIST. MINOR CONTOUR
PROP. MAJOR CONTOUR
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PROP. DRAINAGE" AREA
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BASIN - I ; ALL DENUDED AREAS AS SOON SIDE; & CLEAR ONLY AS NECESSARY TO INSTALL TRAIL,
AS PRACTICABLE (TYP.) - SEE CONTRACTOR SHALL ADJUST ALIGNMENT OF PLOP.
DETAILS FOR SEEDING SCHEDULE GREENWAY AS NEEDED TO PRESERVE EXISTING TREES (TYP)
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ORIGINAL DATE:
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ORIGINAL DATE:
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SHEET:
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- /
\ / ALINE PROP. DENUDED LIMITS AT _ \
STREAM BUFFER CONTRACTOR
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PROP. Z" SKIMMER WITH 1"
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VILLAGE OF MARVIN AT PROPERTY LINE (TYP.) ;
r / i �' 50'1 PROP. TEMP. COIR BAFFLES
509 (TYP.) -SEE DETAIL
PROP. TEMP. DIVERSIOI
BERM ELEV.
(TYP.) -SEE DETAIL
- -- PROP. TEMP. SLOPE
DRAIN (TYP) - SEE DETAIL
I �
PROP. SKIMMER BASIN. DA:
-. - -- EX. SSMH / { DENUDED: 3.47
_ _ RIM: 591.54 / ~.\ I TOTAL: 3.47 AC.
- INV. IN: 582.71(STUB)
INV. OUT: 582.63
COS /
TAXI 06222517
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�- / -CONCRETE OUTLET STRUCTURE fi
RISER W1 TRASH RACK.
CONSTRUCTED TO HEIGHT. 594.00, p�
` OMIT TOP PORTION OF RISER TO
ELEV. 596 TO BE CAST
PROP. 36" RCP TO HAVE DUAL SEPARATELY'
ANTIBEEP COLLARS - SEE DETAIL CSFC1 1W
/ PROP. 5" SKIMMER WITH 2.7" p PROP. SED
ORIFICE (TYP.) - SEE DETAIL ��2� BASIN - I - - - - - - - - _ -
PROP. TEMP. COIR BAFFLES / co N
(TYP.)- SEE DETAIL / (p to
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1 PROP. SED BASIN 1 DA: FV•- 10
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t IMPERVIOUS: 1.00 AC. Q Q
DENUDED: 7.28 AC.
i
TOTAL: 8.25 AC.
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VILLAGE OF IIII PROP. BASIN DRAINAGE ~� PROP TEMP. DIVERSION
.
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PERMANENT DETENTION
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OF SURVEY:
585.20
EX. S:
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- - - - - INV. IN: 581
INV. OUT:
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EMERGENCY SPILLWAY DETAIL
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PROP. TEMP. SILT \ 1� �� \ PRO
PERTYLINEAS SHOWN( P.) p�
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(TYP.). SEE DETAIL
RIM:50.46 595 - \\ I /I ( / /' - -- _597 -- - - - - - -- -- - - -- 11 ( / /M- -_- —. ----- - - - - -- - - - - -- -
- - - - - PROP. DENUDED LIMITS - 599- - - - - -602 - - - - - -
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_ == \ N LE FAMILY SUBDIVISION LOT 3 0 ZONE R
SOsI SINGLE FAMILY RESIDENTIAL I TAX// 06222475
i TARED I LOT 4 0 ZONE 4 VILLAGE OF MARVIN
ULLA & NOURAN A VILLAGE 06222476 TAX# TOLE FAMILY SUBDIVISION ESIDE TI VILLAGE OF MARVIN
4" DOGWOOD EUGENE C. &WHITNEY BEARD SINGLE FAMILY RESIDENTIAL
PULTE HOME CORP. N LE FAMILY SUBDIVISION RESIDENTIAL DB 6321 PG 556 -ZONE R
NGLE FAMILY SUBDIVISION RESIDENTIAL SINGLE FAMILY RESIDENTS VILLAGE 06222477
( SINGLE FAMILY RESIDENTIAL DB 6291 PG 836 - ZONE R VILLAGE OF MARVIN
LOT 7 - ZONE R
\ I TAX/ 06222479 TAX 06222478
I I VILLAGE OF MARVIN VILLAGE OF MARVIN
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GRAPHIC SCALE
W 0 20' 40 80' 160'
( IN FEET )
1 inch = 40 ft.
= 300' - \ \ \ /' \
Know Wears below.
Call III you dig.
PRELIMINARY PLAT AND CONSTRUCTION PLANS
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PROJECT INFORMATION
PROJECT MANAGER: DES
DESIGNED BY: TMM
DRAWN BY: MTK
PROJECTNUMBER: BROIAN
ORIGINAL DATE: 02108@015
SHEET:
C6.3

i AMBER MEADOW - SHEET INDEX SCALE: V= 300' [
LEGEND
EXIST. MAJOR CONTOUR
EXIST. MINOR CONTOUR
PROP, MAJOR CONTOUR
PROP. MINOR CONTOUR
EXIST, TREE LINE=
PROP. TREE PROTECTION
(PHA)
PROP. DISTURBANCE LIMITS
PROP. DRAINAGE AREA
TEMP. SILT FENCE
TEMP. SILT FENCE (PHA)
TEMP HIGH HAZARD SILT FENCE
PROP, CONSTRUCTION ENTRANCE
PROP. DIVERSION DITCH
PROP. ROCK CHECK DAM
PROP. ROCK CHECK DAM (PHA)
PROP. SILT FENCE OUTLET (PH.I)
PROP. TEMP. SILT SACK
INLET PROTECTION
PROP. TEMP SILT SACK
INLET PROTECTION (PH.1)
PROP. CONC. WASHOUT (PHI)
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EROSION CONTROL NOTES:
1. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NC
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, US DEPT.
OF AGRICULTURE, AND THE SCS, THE CONTRACTOR SHALL DILIGENTLY AND
CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES TO MINIMIZE EROSION.
2. ALL LAND OWNERS MUST BE NOTIFIED PRIOR TO CONSTRUCTION, AND ALL
EASEMENTS MUST BE CURRENT.
3. CONTRACTOR IS RESPONSIBLE FOR STOPPING SEDIMENTATION DOWNGRADE
OF ALL DISTURBED AREAS, SILT FENCE SHOWN ON THIS PLAN IS THE MINIMUM
THAT SHALL BE INSTALLED. CONTRACTOR SHALL INSTALL ADDITIONAL SILT
FENCE WHEREVER FIELD CONDITIONS WILL RESULT IN SEDIMENTATION OF
NON - DISTURBED AREAS.
4. SOILS PRESENT ON -SITE ARE: ErA
5. TOTAL DENUDED AREA IS: 16.5 -AC
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
VIOLATION OF THE CITY /COUNTY EROSION CONTROL. ORDINANCE AND IS
7, GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
PLAN IS A VIOLATION OF THE TOWN(COUNTY /STATE EROSION CONTROL
ORDINANCE AND IS SUBJECT TO A FINE.
8. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES REQUIRED PER THE APPROVED EROSION CONTROL PLANS
THROUGHOUT THE LIFE CYCLE OF THE PROJECT. THIS MAY INCLUDE:
CONSTRUCTION ENTRANCE, SILT FENCE, DIVERSION DITCHES, SEDIMENT
BASIN AND TRAPS, SILT FENCE BAFFLES, AND TREE PROTECTION FENCE.
9. INSPECTIONS SMALL BE CONDUCTED AS PRESCRIBED BY UNION COUNTY AND
NCDENR. ADDITIONAL INSPECTIONS MAY BE CONDUCTED ON ANY
REASONABLE BASIS, INCLUDING BUT NOT LIMITED TO; RANDOM
INSPECTIONS; INSPECTIONS BASED UPON COMPLAINTS OR OTHER NOTICE OF
POSSIBLE VIOLATIONS; INSPECTIONS OF DRAINAGE= BASINS OR AREAS
IDENTIFIED AS HIGHER THAN TYPICAL SOURCES OF SEDIMENT OR OTHER
CONTAMINANTS OR POLLUTANTS; INSPECTIONS OF BUSINESSES OR
INDUSTRIES OF A TYPE ASSOCIATED WITH HIGHER THAN USUAL
DISCHARGERS OF CONTAMINANTS OR POLLUTANTS OR WITH DISCHARGES OF
A TYPE WHICH ARE MORE LIKELY THAN THE TYPICAL DISCHARGE TO CAUSE
VIOLATIONS OF STATE OR FEDERAL WATER QUALITY STANDARDS OR THE
NPDES STORMWATER PERMIT; AND JOINT INSPECTIONS WITH OTHER
SUBJECT TO A FINE. AGENCIES INSPECTING UNDER ENVIRONMENTAL AND SAFETY LAWS.
INSPECTIONS MAY INCLUDE BUT ARE NOT LIMITED TO: REVIEWING
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE MAINTENANCE AND REPAIR RECORDS; SAMPLING DISCHARGES, SURFACE
\� REQUIRED BY A REPRESENTATIVE OF THE TOWN/COUNTY /STATE WATER, GROUNDWATER, AND MATERIAL OR WATER IN BMPS; EVALUATING
PTG PROPERTIES LLC ENGINEERING DEPARTMENT.
THE CONDITION OF BMPS AND STORMWATER MANAGEMENT PRACTICES.
\ � '
i DB 2004 PG 864 14. RIGHT -OF -ENTRY FOR INSPECTION. THE PROPERTY OWNER SHALL GRANT TO
S TAX X06198005 5. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS AND .
i \ S ALL DISTURBED PERIMETER AREAS WITHIN 7 CALENDAR DAYS AFTER LAND UNION COUNTY ENVIRONMENTAL MANAGEMENT, NCDENR OR ANY OTHER
PORTION OF \ R -- UNDEVELOPIE \ i DISTURBING ACTIVITY IS COMPLETED OR HAS TEMPORARILY CEASED. GOVERNING AGENCY, THE RIGHT TO ENTER THE PROPERTY AT REASONABLE
E GE OF MARV j TIMES AND IN A REASONABLE MANLIER FOR THE PURPOSE OF INSPECTION.
PTG PROPERTIES LN
U8 6010 PG 853 \ LONGVIEW SOUTH, LLC 6. ALL GRADED SLOPES AND FILLS MUST BE STABILIZED WITHIN 14 CALENDAR 11. CONTRACTOR / OWNER SHALL VERIFY THAT WETLANDS, STREAMS AND POND
249813 SO FT � FIELD LOCATED T. .B. ,�S \ � 08 1491 PG 224 DAYS AND GRADED SLOPES AND KILLS WITH A SLOPE GREATER THAN 3:1
5.735 ACRES MCBRIDE CR EK \ PC M FILE 181 WITHIN 7 CALENDAR DAYS AFTER A PHASE OF GRADING IS COMPLETED OR IMPACTS HAVE BEEN PERMITTED THROUGH ALOE AND NCDENR.
TO BE COMBINED WITH \ [ TAX #06222003C HAS TEMPORARILY CEASED.
LONGVIEW SOUTH LLC \ �, ,f 301,260 SO FT i
ONE R - UNDEVELOPED \ s \ UNDEVELOPED
LACE OF MARVIN PTG PROPERTIES LLC \ \ ! VILLAGE OF MARVIN
DS 6010 PG 853 ` -/ \
TAX #06198002F EROSION CONTROL SEQUENCE (PHASE 2)
)ZONE R - UNDEVELOPfi3 a '
VILLAGE OF-MARVIN' \ \
�.• � _ � 1 4� \ ` \ \ � 1. COMMENCE ROUGH GRADING OF SITE.
POND WATER ELs�. AT � � �� ^ r ' �� f \ •\ � \ � 11
TIME OF SURVEY, \585.2U 2. VERIFY SILT FENCE INSTALLED DURING PHASE 1 IS STILL PROVIDING PROTECTION TO KEEP SEDIMENT FROM LEAVING
PERMANENT DETENTION \ �p i PROJECT LIMITS- FIELD ADJUST LOCATIONS OF SEDIMENT FENCE AS NECESSARY TO PREVENT SEDIMENT LF._ AVING PROJECT
\
EASEMENT �\ \-� �� LIMITS. � y - �� I
COS \ N
TAXI 06222517 \ \\ 'I' V 40 �q 3. INSTALL PROPOSED WATER AND SEWER PIPES, STRUCTURES, AND APPURTENANCES.
` PULTE HOME CORP. `� \
48.9 ACRES ZONE R -� \ \\ \p \ �G� 4. ROUGH GRADE ROAD, PROPOSED SUBDIVISION, AND INSTALL ADDITIONAL RUNOFF PREVENTION MEASURES SHOWN IN THIS
STORMWATER DETENTION
\� \ \ \ 'etc. PHASE.
\� VILLAGE OF MARVIN
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5. ENSURE DENUDER AREAS CONTINUE TO DISCHARGE TO PROPOSED SEDIMENT BASIN UNTIL ALL DISTURBED AREAS ARE
FLOWING TO PROPOSED STORM INLET"$.
\ 2�
6. INSTALL PERMANENT STORM PIPES AND STRUCTURES AS SHOWN ON THESE PLANS, INSTALL TEMPORARY PIPES FROM
i
A NT
P E RM NE STORM SYSTEM TO EROSION CONTROL BASINS AS INDICATED ON THESE PLANS.
7. INSTALL TEMPORARY OUTLET STABILIZATION AT ALL TEMPORARY OUTFACES.
a COMMENCE C2RADtNG OF PADS 0 SWALES AND tNSTALL ALL OTHER UTILITIES IND GATED N TI ETY LE
p �z� 1 O U L PLAN ANf3 PROFI S
WITHIN CONTRACT.
REMAINING PORTION OF
- - � A. `•. \S�,A �, \ '� � � LONGVIEW SOUTH LLC 9. STABILIZE ALL SLOPES AS SOON AS APPLICABLE PER SEEDING SCHEDULE- SEE DETAILS.
2 ; �� �� A Gro �''j "� OtF`� cS' DS 1451 PG 224
PC M FILE 181 10, LOCATE CONCRETE WASH OUT AREA AS INDICATED ON THESE PLANS_.
PULTE HOME CORP. �` ��t, �',r� V ©4 �p V�`I'�4 A TAX #06222003C
TULLAMORE SUBDIVISION ; ` \ `. - .�7 A� \ t \t' ©; ra© \ , `Z 5,�, \ 921,313 SQ FT 11, INSTALL CURB AND GUTTER, AND PAVE PROPOSED ROADS.
SINGLE FAMILY RESIDENTIAL �` �.u_ 2 21.15 ACRES
LOT 7 - ZONE R 12. STABILIZE ALL REMAINING DENUDED AREAS.
TAX# 06222479 ;;� •off A \\ S
VILLAGE OF MARVIN ���� �5 \� S \ \ 131. GRADE ANY REMAINING LOTS AND STABILIZE RESULTING DENUDED AREAS.
96 I
, \� \ \ � \ � , � a 14. ONCE ALL CONSTRUCTION AND LOT GRADING IS COMPLETE, CALL EROSION CONTROL INSPECTOR TO SCHEDULE SITE
INSPECTION.
EUGENE C. & WHITNEY BEARD
TULLAMORE SUBDIVISION 15. ONCE EROSION CONTROL INSPECTOR GRANTS PERMISSION TO CLOSE TEMPORARY EROSION CONTROL BASINS EXCAVATE
SINGLE FAMILY RESIDENTIAL \ \� 'j $ \ '- \ ACCUMULATED SEDIMENT AND DISPOSE OF PER PROJECT SPECIF=ICATIONS AND PLANS. CONVERT SEDIMENT BASIN #1 TO
DB 6291 PG 836 - ZONE R PROPOSED WET POND ONCE ALL CONTRIBUTING DRAINAGE AREAS ARE STABILIZED.
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TAX# 0622247$ /
VILLAGE OF MA€�G K \ ` - / \ \ '� 16. BACKFILL AND GRADE BASINS TO ACHIEVE PROPOSED GRADES SHOWING ON FINAL. GRADING PLANS.
17. STABILIZE ALL DISTURBED AREAS RESULTING FROM BASIN CONVERSION/CLOSURE.
TAREQ & NOURANA AMIN
TULLAMORE SUBDIVISION
SINGLE FAMILY RESIDENTIAL w -} \ \ \ \ ` �� BCC REAL ESTATE SPECIAL INSPECTIONS NOTE:
08 6321 PG 556 _ ZONE R �� PROP.SED \ A DB 5598 PG 854
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TAXI 06222477 26 1 BA SIN - i j \ \.� \ PC L FILE 526 PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES
VILLAGE OF MAKIN \�, _ _. ._ �, A MUST INSPECT SEDIMENT AND EROSION CONTROL
\ \ \ \ TRACT UNDEVELOPED E
MEASURES ON A PROJECT AFTER EACH PHASE OF THE
TAX OE3201007C PROJECT TO ENSURE THAT THE APPROVED EROSION AND
P \ A _ SEDIMENTATION CONTROL PLAN I$ BEING FOLLOWIND. A
PULTE HOME CORP. \\ \f \ 'I2
UNION COUNT`(
27 \ i SAMPLE SELL " - INSPECTION REPORT, AS WELL AS DETAILS
TULLAMORE SUBDIVISION '�'� ` \,. OF THE SELF- ENSPI�CTION PROGRAM CAN BE FOUND
SINGLE FAMILY RESIDENTIAL O ` \ / \
LOT 4 - ZONE 4 \ �\ ONLINE AT HTTP:/ 1PORTAL .NCDEiFIR.ORGNUEBtLRfEROSION
TAX# 06222476 / .p 1' i AS A MINIMUM, THE INSPECTION SHALL BE PERFORMED
VILLAGE OF MARVEPG \�\ 28 �y{� ROP. SED ERAS I D �L �f 2 AFTER EACH OF THE FOLLOWING PHASES OF THE PLAN:
IMPERVIOUS: 6.48 PROP. � > � � a
1. INSTALLATION OF PERIMETER EROSION AND
r C'1 V. DENUDED, 6.67 AC.
���:, ° � $ TREE \ SEDIMENT CONTROL MEASURES.
PULTE HOME CORP. OTAL.13.15 9 \ \ w^ LINE i `r \ \ EXIST. WETLANDS (TYP) 2. INSTALLATION OF SEDIMENTTRAPSiBASINS
\\ \'
TULLAMORE SUBDIVISION - "29 • � } �P) AND /OR SKIMMER BASINS.
SINGLE FAMILY RESIDENTIAL �z 10 1 G: °� \ 3. CLEARING AND GRUBBING OF EXISTING GROUND
LOT 3 - ZONE R \� ! NJ) \ COVER.
` . d A ' \ \ 4. COMPLETION OF ANY PHASE OF GRADING THAT
TAX (16222475 � , � c3� ', 4 � � _
VILLAGE OF MARVI \�
30
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REQUIRES PROVISION OF STABILIZATION.
INSTALLATION OF MEASURES DURING ANY PHASE
C3 -CJ f
OF THE PROJECT.
- 6. COMPLETION OF CONSTRUCTION OR
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PULTE HOME CORP. '� =�. � _ ` -�- � �_ . -. ��=
\, .. - zri DEVELOPMENT.
TULLAMORE SUBDIVISION �� 31 2 ° ;'" 3-- ° , - A y ` 7. INSTALLATION OF STORMWATER RETENTION OR
%,
SINGLE FAMILY RESIDENTIAL _ 4� , -.._. 4 TBM- FLANGE w. WATER QUALITY MEASURES.
LOT 2 ZONE R �- - D, v - . , BOLT ON FH 8. QUARTERLY UNTIL THE ESTABLISHMENT OF
TAX 06222474 40 49 *O �u ELEV.= 597.94 - + �,, ; PERMANENT GROUND COVER IS FULLY
VILLAGE OF MARV \ 32 G b 2 PROP.
�\ \ \ ESTABLISHED.
39 ��_ A IN
-- -- - ._. .i' - - � O �- � - � �� �-� , LO NOTE THE ABOVE INSPECTION REQUIREMENTS ARE STOCK PILE
LOCATION
\ / - _ 3 ADDITION TO NPDES INSPECTION REQUIRE=MENTS.
,o PULTE HOME CORP. \ ;
G'
TULLAMORE sUBDIVISIQN ,,} y X33
c. SINGLE FAMILY RESIDENTIAL \:+ - ` 3$ EB X
LOT 1 - ZONE R
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TAX# 06222473
VILLAGE OF MARVIN 3„t ',.: 44' ��iw..
r ti �._. {� "" �X.. GaNC. MEDIAN
T..- - _, sue, .1r
'P PULTE HOME CORP.
TULLAMORE SUBDIVISION
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TAX# 06222519 . ! � � - ., , _ �.. ;, ,. -` �° � " / � "�..---- ryEX15iTNG
ZONE R - COMMON '" r ', r.
OPEN SPACE�� �X 'ACCESS EASEMENT
�x - ` - FOR MARVIN! CREEK PHASE 1
VILLAGE OF MARVIN /36 Y `°` D8 3395 PG 232
EXISTING CHRISTOS L &
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ACCESS EASEMENT TO
C - _ SHARON H. tAkCOS
p. SERVE MARVIN CREEK
CAIVTERFIELD CREEK
G� DB 3396 PG 232 DS 5232 PG 895
TAX #06201294
EXIST. 15' WATER ZONE R - SINGLE
5"V77 DII, 3429 PG, 25 VIL�LAGEROFIDMARVIN
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JEFFREY &
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CANT JEF CREEK VIOLET S. SORENSON
C 1240 D 738 CANTERFIELD CREEK
TAX #06201294 D8 1243 PG 112
ONE R - SINGLE TAX #06201295
FA M LY RESIDENTIAL ZONE R -- SINGLE
VILL E OF MARVIN FAMILY RESIDENTIA
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PROJECT NUMBER:
BROIA02
ORIGINAL DATE:
0210612016
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PROJECT NUMBER:
BROIA02
ORIGINAL DATE:
0210612016
PRELIMINARY PLAT AND CONSTRUCTION PLANSI C6.4

I AMBER MEADOW - SHEET INDEX SCALE: V= 300' 1
CONTRACTOR SHALL INSTALL SILT FENCE ON DOWN HILL
SIDE & CLEAR ONLY AS NECESSARY TO INSTALL TRAIL.
CONTRACTOR SHALL ADJUST ALIGNMENT OF PROP.
GREENWAY AS NEEDED TO PRESERVE EXISTING TREES (TYP)
LEA
EXIST. MAJOR CONTOUR
EXIST, MINOR CONTOUR
PROP, MAJOR CONTOUR
PROP. MINOR CONTOUR
EXIST. TREE LINE
PROP. TREE PROTECTION
(PH.1)
PROP. DISTURBANCE LIMITS
PROP. DRAINAGE AREA
TEMP. SILT FENCE
TEMP. SILT FENCE (PHA)
TEMP HIGH HAZARD SILT FENCE
PROP. CONSTRUCTION ENTRANCE
PROP. DIVERSION DITCH
PROP. ROCK CHECK DAM
PROP, ROCK CHECK DAM (PH.1)
PROP. SILT FENCE OUTLET (PH.1)
PROP. TEMP. SILT SACK
INLET PROTECTION
PROP. TEMP SILT SACK
INLET PROTECTION (PH.1)
PROP. CONIC. WASHOUT (PHI)
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DB 1491 PG 224
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TAX #062220030
921,313 SO FT
21.15 ACRES
UNION COUNTY
PROP. TEMP. CONSTRUCTION
ENTRANCE - INSTALLED IN PHA
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PROP. SSMH #1Q P ROP, SED, BASIN
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PROP. TEMP.
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sHOWN pOR INFO.ONLY VI/ €DTH VARIES
SEE SITE PLANS EX C8 C M tf]LE 73 _..
RIM: 599.89 P .._ EX.CB
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--" ` 0 RIM: 596,25
INV. IN: 595.88
INV OUT: 591 51
EXISTING � INV. OUT: 595.41
200' ACCESS $C UTL 1TY EASEMENT / EXIST. 15 WATER LINE EASEMENT /W x�,l ` ON C
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DB 3396 PG 232
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CANTERFIEL(7 CREEK HOME OWNERS ASSOCATION RIM: 599.59 �• _
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INV. OUT:596.27 EX, SSMH
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D8 1176 PG �� 9
RIM: 600.96 EXISTTNG
TAX 062012 INV, OUT: 587.17 ACCESS EASEMENT
MARVIN CREEK PHASE 1
FOR '- "`- --
PROP. TEMP. SILT SACK DB 3395 PG 232 �: `19 , to
INLET PROT. (11'P.) ~ IrA"
INSTALLED IN PH.1 -
JASON W. HAFENER �� � ~
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DB 5767 PG 103 PAUL E. 8c REBECCA T. JEFFREY CH L. & SHARON H. NAKOS RIM: 597.87
90.41 Ti #06201293 CANTIrRFIELD CREEK CAN TERFi£LD CREEK INV. 1N: 590.41
ZONE R - 54NGL1 FAMILY RESIDENTIAL D8 1240 PG 738 DB 5232 PG 895 INV. 1N(A): 590.28
VILLAGE OF MARVIN TAX #06201294 ILY RESIDENTIAL
TAX #06201294 INV. OUT: 590.04
ZONE R - SINGLE FAMILY RESIDENTIAL ZONE R - SINGLE FAM
VILLAGE OF MARVIN VILLAGE OF MARVIN /
FAI
NOTE:
- SEE WATER & SEWER PLANS FOR
ADDITIONAL INFORMATION ON UTILITIES
TO BE INSTALLED THIS PHASE (TYP.)
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GRAPHIC SCALE
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DRAWN BY:
MTK
PROJECT NUMBER:
BR01.402
ORIGINAL DATE:
02/0612015
SHEET:
C6n5

i AMBER MEADOW - SHEET INDEX SCALE. V= 300' 1
LEGEND
EXIST, MAJOR CONTOUR
EXIST, MINOR CONTOUR
PROP. MAJOR CONTOUR
PROP. MINOR CONTOUR
EXIST, TREE LINE
PROP. TREE PROTECTION
(PH -1)
PROP. DISTURBANCE LIMITS
PROP. DRAINAGE AREA
TEMP. SILT FENCE
TEMP. SILT FENCE (PHA)
TEMP HIGH HAZARD SILT FENCE
PROP. CONSTRUCTION ENTRANCE
' PROP. DIVERSION DITCH —r. _, - �. -r -s -� ► i
a ' \ PROP. RETAINING OTHERS)
�� \ INSTALLED THIS PHASE (TYP.) -SEE - i PROP. ROCK CHECK DAM
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595 15" RCP DING PLAN FOR ELEVS.
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S9T PLOP. ROCK CHECK DAM PH.1
PULTE HOME CORP. I 2a RCP H LINE SEE SHEET
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- INLET PROTECTION
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PROP. BASIN f
ACT Q i, CB#A1s .._ i
DRAINAGE AREA (TYP.) €l€ C1, v . t>: \ CONTRACTOR SHALL INSTALL SILT FENCE ON DOWN HILT.
6 , ,''' % -- i,, � �.�'':��::�.'':':•::. � - SIDE &CLEAR ONLY AS NECESSARY TO INSTALL TRAIL,
� J -_ - ,. • - CONTRACTOR SHALL ADJUST ALIGNMENT OF PROP.
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GREENWAY AS NEEDED TO PRESERVE EXISTING TREES P
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TULLAMORE SE�BDV1Sk0Ik1 ; Q, ! y `� _ � is � •' r: :�::�! VP� �
SINGLE FAMILY RESIDENTIAL ; € 100 YEAR FLOODS
t i 1 32
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641 Z yg9 _ �- PROP, GREENWAY
PROP. SAN. SWR. MANHOLES & PIPE , B# 14 � ✓' , � LINE [rYP.) � �,. � \ � EASEMENT (TYP)
1 INSTALLED THIS PHASE (TYP.) - SEE _ / i` ' -'
F / WATER & SEWER PLANS FOR MORE INFO. _ �< P SS 1
802 - -- 597-
- �GV � 641 : £E (TYP.)
PRO MH # 2
PROP. TEMP HIGH �
HAZARD IN PHA
PROSIJI BASIN DA:
B:aB ,� ` e'r
40
DENUDED., 6.67 A£. 4
TOTAL: 13.15 AC. � f � - � oo. � ;, .. � ,• ��
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PROP,WATER MAIN P." '
601 4�
t' s
INSTALLED IN THIS PHASE
59
V3 1 ' s ! / l: �l I RRL)P. TREE PROTECTION FENC1=
34 CB #B17 ( tz1#810 L''_ A '— P -SEE DETAILS ' vvv
- I DI#B9� B4� /
.,PROP. SSMH #11 DI#A6 �� �) EXIST WETLANDS
60 42 \ I
SI �t
15 RCP ( c4' C i7
/ 15" RCP £B#A11 `
PULTE HOME CORP. 'A r t -O > -
TULLAMORE SUBDIVISION -- A \ \ ! \ 1_ C b Z
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TAXI 06222513 = �- - •_°� -� %� , , �° .: :,- _ , ` , _ � \ r- - � n
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PROP. DENUDED ` FOR MORE INFO.ON UTILITIES T© zs I ::� INSTALL TEMP. INLET PROTECTION ON ALL
LIMITS (TYP.) 5' BE INSTALLED THIS PHASE P. c� c� 3
(TYP.) w-_ to ! 1• BASINS IN ROAD, CONVERT TO SILT SACKS ONCE �•
GRAVEL BASE & CURB ARE INSTALLED (TYP.);:;: .
„
::' PROP. DENUDED LIMITS AT 200'
? STREAM BUFFER, CONTRACTOR
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1A! 3T� - �` _ £ 3 �' PROP. HIGHIiAZARD : S (TYP.)A
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PROP. TEMP. SILT FENCE—) �:, - -- <. -� w y ' � J � INSTALLED
,
IN TA I - -
P. - INSTALLED IN PHA _ ' %f vni - —� - - DWA7
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PROP. VIEWSHED U _.. - SJ� . � , \
��! J. o INSTALLED IN PH.1 ( 2 4 7C
- AT £ONC. WASHOUT - cp ca O j O,
I� INSTALLED IN PH.1 �n :1:`i \
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DRAINAGE AREA P. � .
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LINE
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_'r` `_ -_.,- - - 600
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EX. 2.5 STD. CURB
PROP. TEMP. SILT 1=ENCE PROP. DENUDED �°
TYP. -SEE DETAILS, LIMITS "P.} _ _. _. _- gyp^ ��' w CON $g0 607
GRAPHIC SCALE
40' 0 20' 40' d0'
( IN FEET )
1 inch = 40 ft.
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PROJECT INFORMATION
PROJECT MANAGER: DES
DESIGNED BY: TMM
DRAWN BY: MTK
PROJECT NUMBER: BR01.402
ORIGINAL DATE: 02 0612015
■ SHEET:
C6,6

i AMBER MEADOW - SHEET INDEX
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— _ APPROX. LOC. PROP. S':::. :; :`:.
WIDE GREENWAY TRAIL
Off•.{. -: • _ .....
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.:........... ....L..... •...,:. ...... <.,...................... ...._............... ........,.......:..........._.� . ... . CONTRACTOR ::::(:•:;;:•:' '•:'• .:::.::
..:... •_..... ...... HA LLS TA BILIZE ;
ALL DENUDED AREAS AS SOON
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-- ::.:.::.:. :.•..,• ..... .....:............... �--" " AS PRACTICABLE TIP. - SEI*.:;•: " :':;;:.,
SCALE. 1 3(i© .- ; : ::::::::::::::.. ••::: : ::: ::..' PROP. STONE OPENING IN SILT _ } -
ti ... - D TAIL FOR SEEDING C r
. .............. .......... .
.::::':: / FENCE (TYP.) - INSTAL
LED PHA
1= S F}I G S t1E13U1E, : :•:.:: `.: ` :.: ' ' / ' �
.......y....:::: •:: :'• - l':;.,r: ?rr:rfrf:r :':r'r :•; :.: �:•:•i}';'r',;•::�,,, _
IP -RAP FORBAY BERM -- °.J .:::-:`•'• ..:.- ...- .,.,... 3 -�^a -
•::• : :„�. PROP. R '. . �y -
... � �' �„„.^ �... � "i'•; i ": 7; is ! :�::.,': :: i :i :: r.: - ." :v::': ; °:� r::-" ..� - • ,• ..: • � ,;,,- • � .�
INSTALLED AFTER FINAL g6 FE5#A9 h V
FLOOp LIN.. _ • STABILIZATION OF SITE (TYP) _ _
,. ` ; , � .. -..- .� / �• --- .� vV � ,fir.-: !.�:.::,-:::,.. .•:.. :.--.. __- FES#C2 ':::1• "I: 6 "T
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PROP. RIP -RAP APRON ,.;: :: `.•':'::; _ :::: ..:.__:;:.:;: ":`.:::.. `1f CS#C9- _ rn
PROP. DENUDED ... :. ,
LIMITS AT 200' STREAM
(TYP.) - SEE RETAILS
^ r
Z_ / I i ' _ - - BUFFER (TYP.) -° - -
PROP, TEMP. HIGH HAZARD - LEGEND / � -
r- SILT FENCE (TYP.) -
� P
EXIST, MAJOR CONTOUR -_ _ -__. ._ _ ._,_.___. \, / i f
INSTALLED IN PHA S�RM „.
s . X30 PROP. S” SKIMMER
592 �, 591 WITH `4-6 ORFICE P )r
- - PROP. RETAINING WALL(BY OTHERS) w_ _ _ J I
EXIST. MINOR CONTOUR _. - _ -_ - -- _ -_. / INSTALLED THIS PHASE P, - SEE 594 - 590 cn - INSTALLED IN PHA
� i : ,- - �) ora�A
IrA ' / / GRADING PLAN FOR ELEVS. PROP. SED -PROP. ' I FUTURE WET POND EXCAVATION -
PR . FU RE
PROP. MAJOR CONTOUR \ O¢ i i - - -1 / / < ..° 5s8 89 SIN iy CONTRACTOR SHALL NOT GRADE BELOW
..
BR -1
,r ¢, j ••- -- 15 ftC i S�� v, v,°y O iLEV. 59(1.5 DURING EROSION CONTROL
5= CP D)#632 .._ - f PHASE. EXCAVATION SHALL BE
PROP. MINOR CONTOUR _ ,;; 59 PES #Ii1 COMPLETED ONCE ALL CONTRIBUTORY
en
607 603- ____ T i' » �t' 1 DRAINAGE AREAS ARE STABILIZER &
EXIST. TREE LINE ` = f w - INSPECTOR GRANTS PERMISSION TO
ry 599 ' �- 59081 CONVERT SEDIMENT BASIN TO WET POND
r DI#B34 / cn ,' ro 15l,R R' - ,_......__ _ _._ �._. 6
PROP, TREE PROTECTION _
77- - -� -
PROP. STONE OPENING , ` $ �, C� Or
''- DI#A &B
(PHA) IN SILT FENCE (TYP.) - - ss°' a sr / _
INSTALLED IN PHASE 1 'f PROP. ROCK CHECK `-__ _ .5$8 594 593,E
j.. , DAM (TYP.) SEE DETAIL f
PROP, DISTURBANCE LIMITS _ l _ _ 1� j S97
r �
/ 1 .- f 17
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PROP. DRAINAGE AREA T ' 58
PROP. TEMP, COIR
TEMP. SILT FENCE _ "x L s 99 BAFFLES (TYP.) - 1 W
L j
PROP, SAN. SWR. MANHOLES & PIPE t ` DB35 ( INSTALLED IN PHA -- -5fl0- - W UJ
INSTALLED THIS PHASE (TYP.) � SEE CONTRACTOR SHALL
� CONTOURS IN BASIN BELOW ELEV. EXCAVATE TEMP. SED.
TEMP. SILT FENCE (PHA) F WATER & SEWER PLANS FOR MORE INFO. / 590,5 SHOWN FOR REFERENCE ONLY BASIN AT TEMGRADES
P TG PROPERTIES LLC A �' r } 1J it t
DB 6010 PG 853 ``� � `aa PROP. SSMH #3 60 SHOWN IN THIS PHASE w W
TEMP HIGH HAZARD SILT FENCE Z Q W
� i '� e3 � � �� l SEE BMP PLAN &DETAILS FOR
TAX #06198002F sn ' \ U AI bIT[L3NAL INFO. TO W -
ZONE R - UNDEVELOPED PROP. i3l °NUDEI) LIMITS 1/ 4 I
AT PROPERTY LINE P, ` - �° UJ
PROP, CONSTRUCTION ENTRANCE VILLAGE OF MARVIN (TYP.) / Y' �$ - \ � � / / 14 1 � CONVERT i3ASIN TO WET POND 11 � �
r / PROP. SSMH #2 �'�:'. '
PROP, DIVERSION DITCH -r -► -r •--► ---s •--► •-�•► --•► --� • r r _..- -•-V�- � �.
�� gp2 PROP, SED BASIN I DA: , J j
- -= 609 t _ '` IMPERVIOUS: x:48
� 602 5 ` DENUDED, 6.87 AC.
PROP. ROCK CHECK DAM �+ - 8zs TOTAL: 13.15 AC. n
"-� \ r- --- 161" RCP CB#B3
PROP. ROCK CHECK DAM (PHA) I , '/ ` GB#B26 i
'
I GCB #831' G� , == _�, gsl, � -Sol
PLOP. SILT FENCE OUTLET (PH.1) IS t . CB#B29 CB #B28 ~XR
PROP. TEMP. SILT SACK -ww .! `: -
1 RCP (CLASS IV) �/ _ . �
v
/
INLET PROTECTION ! -,gyp, M 1$ RCP 3_ "RCP l
4
i CB#B 24 RCP 24" RCP
PROP. TEMP SILT SACK EX. SSMH `� CB#B30 7 : 800 Sys
RIM: 591.54 ROCKY HOLLOW DRIVE
B
INLET PROTECTION (PH.1) v _ INV, IN: 582.71(STUB} `' ,, 682 CB#B18 50' PUBLIC R.O.W. 15" RCP (CLASS IV)
24" RCP
I
- INV. OUT: 582.63 JH#E3 �� 598
PROP. CONC. WASHOUT (PHI) ® COS ° ', ' 22i
;+ +`
TAX# 06222517 r 23 r ,\
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PULTE HOME -
CORP, 'f. � Gp to �; \
48.9 ACRES ' I ` 18' Ft. K^<x PR(?P. SSMH #4
608-
.
6fl1-
NOTE:
CONTRACTOR SHALL INSTALL SILT FENCE ON DOWN HILL
SIDE & CLEAR ONLY AS NECESSARY TO INSTALL TRAIL.
CONTRACTOR SHALL ADJUST ALIGNMENT OF PROP.
GREENWAY AS NEEDED TO PRESERVE EXISTING TREES (TYP)
D
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NOTE:
- SEE WATER & SEWER PLANS FOR
ADDITIONAL INFORMATION ON UTILITIES
TO BE INSTALLED THIS PHASE
( N P.
)
ZONE R - r CB#E2 PROP. BASIN DRAINAGE INSTALL TEMP. INLET PROTECTION ON PROP.WATER MAIN (TYP.) - i
STORMWATER ; ' i ! AREA (TYP.) j ALL CATCH BASINS IN ROAD. CONVERT INSTALLED IN THIS PHASE
DETENTION i 21 TO SILT SACKS ONCE GRAVE. BASE & - SEE WATER & SEINER
VILLAGE OF E ; ` - CURB ARE INSTALLED P.
MARVIN i I i� , \ ) PLANS FOR MORE INFO.
f' rr 1 602 PROP. FINAL GRADE CONTOURS 2 t�3
SHOWN FOR INFORMATION
N ` ONLY - SEE GRADING PLAN 27
•, ;r ,• �, s� i 26 � 28 29
6
1, 680 698
f ` 600 598 1 i
/ PROP. TEMP. SILT FENCE 4.
PERMANENT DETENTION (TYP.) - SEE DETAIL
;s E
EASEMENT / `D'r 5_ 94
58 599- --.-_ 15 RCP600 i3I#E6ti0 600 -- D
POND WATER
15" RCP
ELEV. AT TIME
,/ � _...� PROP. TEMP. SILT — _ ,, �_�..�� — — — — — — — -_•' _"5 #5 - • ---._ �_ .....;�_
OF SURVEY: SACK INLET PR.OT. DI#B23 `
585.20 (TYP.) - SEE DETAIL PROP. STONE FILTER j j 20' PUE
RING
(TYP.) -SEE DETAIL 25' EXIST. PRESERVATION STRIP DI#B20
- EX SSMH -1
RIM: 591.02
T- 0
,- ._593 - -- .�
_ INV. IN: 581.6 �€ 59� - - - -
INV. OUT. N/ 1 > ._.._ , PROP. DENUDED
RIM: 590.46516 ' /i ` _ - �� __. -- _ _,_ _ __
I 7 - - _ -538 } ' LIMITS (TYP.) 6021--
x I INV. IN: 584.56 1 i !° i I
INV. OUT: 584,42
PULTE HOME CORP,
TULLAMORE SUBDIVISION
EXIST. CONCRETE
WASHOUT AREA PULTE NOME CORP. SINGLE FAMILY RESIDENTIAL
\ TULLAMORE SUBDIVISION LOT 3 - ZONE R
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TAX# 06222475 SINGLE FAMILY RESIDENTIAL
LOT 4 - ZONE 4 VILLAGE OF MARVIN
ITT _ TAREQ & NOURANA AMIN TAX# 06222476 1
TULLAMORE SUBDIVISION VILLAGE OF MARVIN
t � EUGENE C. & WHITNEY BEARD SINGLE FAMILY RESIDENTIAL
r- PULTE HOME CORP. TULLAMORE SUBDIVISION DB 6321 PG 556 --- ZONE R
TULLAMORE SUBDIVISION SINGLE FAMILY RESIDENTIAL TAX# 06222477
SINGLE FAMILY RESIDENTIAL DB 6291 PG 836 -- ZONE R VILLAGE OF MARVIN
f " _ LOT 7 - ZONE R TAX# 06222478 GRAPHIC SCALE
TAX# 06222479 VILLAGE OF MARVIN
1 VILLAGE OF MARVIN
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PROJECT INFORMATION
PROJECT MANAGER:
DES
DESIGNED BY:
TMM
BRAWN BY:
MTK
PROJECT NUMBER:
BR01,402
ORIGINAL DATE:
02i06f2015
SHEET:
C6m7

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NOTES:
1, A STABILIZED ENTRANCE PAD OF 2" TO 3" WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE
CONSTRUCTION SITE ONTO A PUBLIC STREET, IF SUITABLE AGGREGATE IS UNAVAILABLE, THEN #2 (ASTM C33) OR RAILROAD
BALLAST STONE MAY BE USED.
2, FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3, THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4, ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
PVC END CAP
PVC TEE
EXISTING GROUND
2
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END VIEW
SOIL STABILIZATION FABRIC
UNDER STONE
STABILIZED CONSTRUCTION
ENTRANCE
PUBLIC STREET
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STEEL POST
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FLOW y�
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ENERAL NOTES:
DESIGN CRITERIA
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
C1 €o
MORE THAN 30 DAYS.
< 10 AC.
2. STEEL POSTS SHALL BE 5' -0" IN HEIGHT AND BE OF THE SELF - FASTENER ANGLE STEEL
CLEANOUT
DEPTH (FT,)
H/2
TYPE.
MAINTENANCE NOTES:
3, TURN SILT FENCE UP SLOPE AT ENDS.
1. FILTER BARRIERS SHALL. BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
WIDTH RATIO
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
PROLONGED RAINFALL, ANY REPAIRS NEEDED. SHALL BE MADE IMMEDIATELY.
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
6:1
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
ENVIRONMENTALLY SENSITIVE AREAS.
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
VOLUME
FABRIC SHALL BE REPLACED PROMPTLY.
5, DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
PER AC.
L1C
3, SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
THE HEIGHT OF THE BARRIER, ANY SEDIMENT DEPOSITS REMAINING IN PLACE
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
AREA
EXISTING GRADE, PREPARED AND SEEDED.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
010)
AREAS OF CONCENTRATED FLOW,
3.47
NOT TO SCALE j NOT TO SCALE
TEMPORARY SILT FENCE
INLET ZONE 35%
OF SURFACE AREA
ZONE: 25% ASSEMBLY of SURFACE ARA
INLET ZONE 25%
OF SURFACE AREA
T
�- „0., ENCLOSURE OUTLET ZONE 15%
f OF SURFACE AREA
a
n -- ,w
WATER ENTRY UNIT , X
PERSPECTIVE VIEW ` -�
PVC VENT FI�a� � � X
PVC ELBOW PIPE SCHEDULE 40
_� � PVC PIPE ,� a
PVC END CAP
PVC PIPE
1/2" HOLES IN
UNDERSIDE
FLEXIBLE
HOSE
WATER SURFACE
SCHEDULE 40
PVC PIPE
m
FRONT VIEW
PVC TEE
ORIFICE
PLATE
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2000.
SKIMMER
NOTES;
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON TO BE DESIGNED BY THE ENGINEf
2, REFER TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING DESIGN MANUAL, FOR STANDARDS
RELATED TO THE CONSTRUCTION OF RfP -RAF APRONS (6,41)
3, RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR
CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO
THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE
RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE
INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE
RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR 'TOE WALL AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE
RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT
BE ALLOWED.
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO PLACEMENT OF RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECEEVING CHANNEL MUST BE STABILIZED.
NOT TO SCALE
W7
ELEVATION
NATURAL GRADC
(IF NE66))
• d5G (sea fig 8.06 a &b "NC SEDIMENT AND EROSION CONTROL MANUAL"
dmax - 1.5 x d50
Tr! 1.5 X dmax, NOTE: •-LMR OF FILTER FABRIC
T(min.) =1D" MINIMUM H -2/3 PIPE OLWUER
SECTION B -s
RIP -RAP APRON AT PIPE OUTFALLS
T (THICKNESS)-10' WN.
FAIN.
t
NOT TO SCALE
4' -0" MAX. SPACING
(TYPICAL)
X�
X X
5' STEEL
FL
a" X 6" TRENCH
BACKFiLL AND COMPAC
FENCE AND FABRIC
BURIED IN TRENCH
GENERAL NOTES:
1. DRIVE 5' STEEL POST AT LEAST
24" INTO SOLID GROUND.
2. USE STAPLES 1 ` APART
HORIZONTALLY AND VERTICALLY
TO ATTACH THE FILTER FABRIC
TO THE WIRE FENCE.
3. MINIMUM BAFFLE SPACING IS 10'.
4. THE FLOOR OF THE BASIN IN
THE OUTLET ZONE AND BERMS
SHOULD BE SEEDED
IMMEDIATELY AFTER THE BASIN
IS CONSTRUCTED.
5. REFER TO NCESCPDM SECTION
##6.65 FOR ADDITIONAL
SPECIFIATIONS,
BAFFLE INSTALLATION IN SKIMMER BASIN
"o
I
r�
0
NOT TO SCALE
GENERAL. NOTES:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5 --FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS
EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE
STEEL POSTS AT THE TOP. MIDDLE, AND BOTTOM. PLACING A 2 -FOOT FLAP OF THE WIRE MESH
UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED,
4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 21 SLOPE WITH A HEIGHT OF 16 ( 4' MAX.
AX.
INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE. 19 -GAUGE HARDWARE CLOTH
___ __ .______. ---------------
______.._... _ »__ - (J" MESH OPENINGS)
S. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT,
AND ESTABLISH FINAL GRADING ELEVATIONS. -- -------- - - ----
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER,
3'
NCDOT #5 OR #57
WASHED STONE 2'
s 16" MIN.
NCDOT #5
WASHEC
GRAVEL AND HARDWARE MESH INLET PROTECTION
NOT TO SCALE
SKIMMER SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
C1 €o
AREA
< 10 AC.
(ACRES)
CLEANOUT
DEPTH (FT,)
H/2
MiN,
Z
(FEET)
LENGTH TO
2:1
WIDTH RATIO
SKIMMER
PIPE
DIAMETER
MAX.
REQUIRED
CUBIC FT.)
LENGTH TO
6:1
WIDTH RATIO
0
MIN_
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
L1C
DISTURBED)
=
325
SURFACE
(SO, Fry.
AREA
PER CFS
REQUIRED
010)
PLAN VIED/
INFLOW
STRUCTURE
EMBANKMENT
EMERGENCY
SPILLWAY
L
"aL-BAFFLES
1' FREEBOARD W =5' MIN,
6" MAX. DEPTH OF FLOW EMBANKMENT
OVER EMERGENCY SPILLWAY
MIN. 1' _ T =1.5' MIN.
1=5' MAX­\-F
EMERGENCY
SPILLWAY
ANTI --SEEP
COLLAR
�r 'n ao E1
m ° z S
°v
x Z
fn
in = 83 o CL
LL a- M W
AL 0
UU
NOTES:
1. REFER TO
NCESCPDM
SECTION #6.64
FOR ADDITIONAL coon
DESIGN
SPECIFICATIONS
=LM4
REGARDING
SKIMMER SEDIMENT
BASINS.
2. REFER TO OTHER
DETAIL THIS SHEET
FOR BAFFLE
SPACING AND
INSTALLATION. v.
BASIN
DRAINAGE
AREA
(ACRES )
DENUDED
AREA
(ACRES)
C1 €o
BASIN VOLUME
BASIN SURFACE
AREA
CLEANOUT
DEPTH (FT,)
H/2
H
(FEEL')
Z
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
SKIMMER
PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
REQUIRED
CUBIC FT.)
PROVIDED
(CUBIC FT. )
REQUIRED
SQ FT.
PROVIDED
SO FT.
0
ci
<-
L
0
UJ
w
L1C
0
=
W
0
,#2
3.47
3.47
14.78 -cfs
6,246 -cf
15,796 -cf
4,804 -sf
5,409 -sf
110
2.0'
S'
87'
1.5'
5
10"
1.0"
STEEL POST
WIRE FENCING
(IF
APPLICABLE)
WOVEN FILTER FABRIC-
TEMPORARY SKIMMER BASIN
4' MAX.
CLASS 1 OR 2
RIP -RAP WITH
4 INCHES OF
WASHED STONE ON
UPSTREAM FACE
GALVANIZED HARDWARE CLOTH WITH
OPENING SIZE OF 0.5" AND 0,063"
WIRE (MIN.) STRUNG ACROSS OPENING
TO PREVENT WASH OUTS
GENERAL NOTES:
1. SEDIMENT FILTER OUTLET SHALL BE 16 INCHES HIGH OUT NO TALLER THAN 18 INCHES.
2. CLASS 1 OR 2 RIP -RAP SHALL BE USED AND COVERED WITH 4 INCHES OF NCDOT #5 OR
57 WASHED STONE ON THE UPSLOPE SIDE.
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
4, SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE
DIRECTION OF THE INSPECTOR,
5. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET.
CLASS 1 OR 2
RIP -RAP
ti
�1►1�!liifffiT!
♦� tI
• LICENSE NO.. _
C -0587 -
s • i
`x ll lCl R0 f�l�
NOT TO SCALE ���
ems` �©
. �Q
1z 4•
EAL
%9 GINIE
fI11111-
m �
POST
WASHED STONE
(NCDOT #5 OR #57)
FLOW
MAINTENANCE NOTES:
1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED $HALL BE MADE IMMEDIATELY.
2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
REMOVED IT,
Q
Q uj
OR
Lu
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
w
w
x
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
Gt
�
ti+
n
c
uz
a
FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
GRADE, PREPARED AND SEEDED.
Rs�il[��'%T11
STONE OUTLET IN SILT FENCE
FAR
PREL[1lt1NARY PLAT AND CC3NSTRlJCTION PLANS
U)
H
Gt
�
0
0
�
0
ci
<-
Rs�il[��'%T11
STONE OUTLET IN SILT FENCE
FAR
PREL[1lt1NARY PLAT AND CC3NSTRlJCTION PLANS
U)
[1.
ui
0
0
�
UJI
W
L
0
UJ
w
L1C
0
=
W
0
Q
Lij
SHEET:
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[1.
V
UJI
PROJECT INFORMATION
PROJECT MANAGER:
DES
DESIGNED BY:
TMM
DRAWN BY:
MTK
PROJECT NUMBER:
81301.402
ORIGINAL DATE:
0210612015
SHEET:
C6m8

SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
`
AREA
>10 AC.
(ACRES)
<100 AG
MIN.
SPILLWAY
LENGTH TO
AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED.
WIDTH mno
2:1
MAX.
SKIMMER
ORIFICE
DIAMETER
LENGTH TO
6:1
WIDTH WIG
1.
MIN.
1800
VOLUME
(CV. FE
REQUIRED
PER AC.
SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD.
DISTURBED)
ADDITIONAL DESIGN
435
SURFACE
(SO. Fr.
AREA
PER CFS
REQUIRED
QIO)
DATA BLOCK
PLAN VIEW
INFLOW
STRUCTURE
AVERAGE AREA"
DRNNAGE
AREA
ACRES)
SIGN W =
`
L
VOLUME
• AREA OF BASIN WATER
AREA
SURFACE AT TOP OF PRINCIPAL
SPILLWAY
1.
CROSS- SECTION VIEW
INFLOW
STRUCTURE
DEWATERING
FILTER FABRIC
tWrLL 3RD BAFFLE:
DRNNAGE
AREA
ACRES)
DENUDED
AREA
ACRES
GENERAL NOTES:
HARDWARE
VOLUME
BASIN SURFACE
AREA
CLOTH
Ir SURROUNDING
H
(FEET)
1.
AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED.
SKIMMER NOTES:
2.
THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS,
SKIMMER
ORIFICE
DIAMETER
R OUI
CUBIC FE
P DED
CUBIC FL
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING
1.
REFER TO NCESCPDM
13.15
CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE UNED AND /OR RIPRAPPED.
77.20 Cfs
SECTION X6.61 FOR
3.
SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD.
MIN
ADDITIONAL DESIGN
3.5'
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT B WILL NOT ERODE.
31 S'
SPECIFICATIONS
S.0'
4.6•
REGARDING SEDIMENT
4,
THE TRAP SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND REPAIRS MADE AS NECESSARY.
'
BASINS.
5.
CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
__- 2.
REFER TO DETAIL THIS
6.
ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
-
SHEET FOR BAFFLE
7,
SEDIMENT WIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
ISER
SPACING AND
INSTALLATION.
S.
STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM. STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD
SKIM
ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN
DEW 3.
FIRST BAFFLE IS TO BE
DIMENSIONS.
D
CONSTRUCTED OF
RIP -RAP AND #5
B.
THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
L-20`
WASHED STONE. WITH A
10.
WHENEVER TOPOGRAPHY ALLOWS. THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTUNG.
MIN.
MIN. HEIGHT OF Y AND
BAFFLES SHALL BE INSTALLED IN ALL BASINS.
MIN. TOPWIDTH OF 2'.
11.
CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED
SHOWING THE HALF FULL CLEANOUT POINT, OF THE BASIN.
SEE NOTE i3
12.
SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
W
13.
FOR DESIGN OF SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
1' FREEBOARD EMBANKMENT
OIL PLANNING AND DESIGN MANUAL.
6" MIN. INVERT ELEVATION
OF EMERGENCY SPILLWAY T
14.
FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED.
PRIMARY SPILLWAY (RISER)
15.
THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION
J,IN.
HAS BEEN GRANTED BY THE CITY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN
ESTABUSHED.
16.
WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACE AT
THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF BUFFER
EMERGENCY
IS NOT PROVIDED.
SPILLWAY
"BAFFLE
ANT -SEEP
C0L1A"
NOT TO SCALE
BASIN
DRNNAGE
AREA
ACRES)
DENUDED
AREA
ACRES
QIA
BASIN
VOLUME
BASIN SURFACE
AREA
CLEANOUT
DEPTH (FT.)
2
H
(FEET)
z
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
SHIMMER
PIPE
DAMETER
SKIMMER
ORIFICE
DIAMETER
R OUI
CUBIC FE
P DED
CUBIC FL
REWIRED
SO FL
PROVIDED
SO H)
®1
13.15
13.15
77.20 Cfs
23,670 -cf
84,632 -cf
33,582 -0
33,616 -d
1.75'
3.5'
8.0'
31 S'
1.5'
10'
S.0'
4.6•
SEDIMENT BASIN
KEY BERM TO ENSURE SECURE
CONTACT WITH UNDERLYING SOIL
DIVERSION BERM SECTION DETAIL
NOTES:
• TEMPORARY DIVERSION BERM SHALL COMPLY WITH SECTION 6.22
OF THE LATEST EDITION OF THE NCDENR EROSION CONTROL
MANUAL HTTP: // PORTAL .NCDENR.ORG /WEB /LR/PUBLICATIONS
TEMPORARY DIVERSION BERM
SEED APPLICATION
1. CONSULT CONSERVATION ENGINEER OR SOIL
CONSERVATION SERVICE FOR ADDITIONAL INFORMATION
CONCERNING OTHER ALTERNATIVES FOR VEGETATIVE
ESTABLISHMENT OF DENUDED AREAS. THE VEGETATION
RATES ARE THOSE WHICH PERFORM WELL UNDER LOCAL
CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE
POSSIBLE.
2. SOW SEED USING A SPREADER OF SEEDING MACHINE. DO
NOT SEED WHEN WIND VELOCITY EXCEEDS 5 MPH.
DISTRIBUTE SEED EVENLY OVER ENTIRE AREA BY SOWING
EQUAL QUANTITY IN 2 DIRECTIONS AT RIGHT ANGLES TO
EACH OTHER.
3. SEEDING RATES GIVEN IN SCHEDULE ARE MINIMUM RATES.
CONTRACTOR SHALL NOT SEED LESS THAN SPECIFIED IN
SEEDING SCHEDULE.
4. RAKE SEED GENTLY INTO THE TOP 1/4" OF SOIL, ROLL
LIGHTLY, AND WATER WITH FINE SPRAY. CONTRACTOR
SHALL AVOID DISLODGING SEED DUE TO WATERING.
5. PROTECT SEEDED SLOPES OF 3:1 OR STEEPER WITH
EROSION CONTROL MATTING OR OTHER METHODS
APPROVED BY ENGINEER OF RECORD. CONTRACTOR SHALL
SUBMIT SAMPLE OF EROSION CONTROL MATTING TO
ENGINEER FOR APPROVAL PRIOR TO INSTALLATION IF
DIFFERENT FROM THE PROPOSED MATTING SHOWN ON
THESE PLANS.
6. PROTECT SEEDED AREAS WITH A LAYER OF EVENLY
DISTRIBUTED, CLEAN, DRY STRAW FREE OF STICKS,
DEBRIS, WEEDS, OR OTHER EXTRANEOUS MATERIAL
MATERIAL. STRAW SHALL BE PLACED IN A LAYER NOT
LESS THAN 1.5" DEEP, AND SECURED WITH
NON - ASPHALTITIC TACKIFIER, APPLIED AT RATES OF
10 -13 GALS PER 1,000 -SF, OR PER MANUFACTURERS
INSTRUCTIONS.
NOT TO SCALE
NOT TO SCALE
SEED BED PREPARATION
1. LOOSEN COMPACTED AREAS AND SPREAD TOPSOIL (IF
AVAILABLE) TO A DEPTH OF 3" OVER HEAVY CLAY SOILS.
2. RIP ALL AREAS TO BE SEEDED TO 6" DEPTH.
3. REMOVE ALL LOOSE ROCKS, ROOTS, TRASH, AND DEBRIS
LEAVING THE SURFACE REASONABLY SMOOTH AND
UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY
AND MIX WITH SOIL TO BE SEEDED BY WAY OF TILLAGE
UNTIL A WELL PULVERIZED AND REASONABLE UNIFORM
SEED BED IS PREPARED.
5. SEED FRESHLY PREPARED SEED BED AREAS.
6. MULCH IMMEDIATELY AFTER SEEDING AND APPLY MULCH
AND TACKIFIER.
7. INSPECT ALL SEEDED AREAS AND REPAIR OR RE -SEED
ANY AREAS THAT FAIL TO PROVIDE A UNIFORM, HEALTHY
STAND OF VEGETATION.
8. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE
AND FERTILIZATION AFTER PERMANENT COVER IS
ESTABLISHED.
FERTILIZER APPLICATION
• APPLY 10 -10 -10 FERTILIZER AT RATE OF
1,000 -LBS /ACRE
• APPLY AGRICULTURAL LIME AT RATE OF 2 TONS /ACRE
• APPLY 207 SUPERPHOSPHATE AT RATE OF
500 -LBS /ACRE
NOT TO SCALE
TEMPORARY SEEDING SPECIFICATIONS
SEDIMENT BASIN NOTES
GENERAL NOTES:
80 Ibs /acre of tall fesue
100 Ibs /acre tall fescue
30 Ibs /acre Sericea lespedeza
(unscarified after August 15)
10 Ibs /acre Kobe lespedeza
1. RIPRAP SIZE TO BE DESIGNED BY
ENGINEER.
2. CHECK DAMS MAY BE USED
IN SLOPING
DITCHES
OR CHANNELS TO SLOW
VELOCITY
OR TO CREATE
SEDIMENT TRAPS.
DATES
15 Ibs /acre hulled Bermudagrass
3. ENSURE THAT MAXIMUM
SPACING
BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAM
DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE
DIAGRAM
BELOW).
CUUM B RIP
REXIBLE
TIE DOWN 10' MAX. SPACING -
TIE DOWN AT END -
4' (MIN)-
• AT LESS THAN 1% SLOPE
LENGTH AS NECESSARY
TO GO THRU DIKE
4' MIN.
EXTEND TO EDGE OF
RIP RAP & WASHED STONE
FILTER BERM
CONSTRUCTION SPECIFICATIONS:
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE.
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FOLLOW -UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF PARTY OR HIS AGENT.
EMPTYING INTO A DISTURBED AREA. 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE,
TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
NOT TO SCALE I NOT TO SCALE
CROSS SECTION
PLAN
TEMPORARY ROCK CHECK DAM
GENTLE SLOPES
H
STEEP SLOPES
NOT TO SCALE
SEEDING
MIXTURE
80 Ibs /acre of tall fesue
100 Ibs /acre tall fescue
30 Ibs /acre Sericea lespedeza
(unscarified after August 15)
10 Ibs /acre Kobe lespedeza
LLJ
FALL: August 25 - October
FALL: August 25 - October 15
Cover -- All disturbed areas
Late winter: February 15 - April 15
Late winter: February 15 - April 15
SEEDING
To extend spring seeding into June, add
To extend spring seeding into June, add
DATES
15 Ibs /acre hulled Bermudagrass
15 Ibs /acre hulled Bermudagrass
within 7 calendar days after
Overseeding of Kobe lespedeza over fall- seeded
Overseeding of Kobe lespedeza over fall- seeded
tall fescue is very effective.
tall fescue is very effective.
SEEDING
Apply lime and fertilizer per soil tests, or 4000
Apply lime and fertilizer per soil tests, or 4000
AMENDMENTS
Ibs /acre limestone and 1000 Ibs /acre 10 -1(
Ibs /acre limestone and 1000 Ibs /acre 10 -10 -10
Z
fertilizer.
fertilizer.
NOTE
1
DESIGNED BY:
LLJ
DRAWN BY:
Ground
Cover -- All disturbed areas
must be stabilized within
14 calendar days
and all disturbed perimeter areas within 7
within 14 calendar days and graded
calendar days after
land disturbing activity is
completed or has
temporarily ceased.
NOTE
2
DESIGNED BY:
LLJ
DRAWN BY:
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Graded
slopes
and fills--All graded slopes
and fills must be stabilized
within 14 calendar days and graded
slopes and fills with a slope
C,4
greater than 3:1
within 7 calendar days after
a phase of grading is completed or
has temporarily ceased.
TEMPORARY SEEDING SCHEDULE
NOT TO SCALE
TEMPORARY SLOPE DRAIN
SECTION
NOTES
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE TOWN INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
THE DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING NCDOT
ROADS.
GRATE
1" RESAR FOR
REMOVAL FROM INLET
FILTER BAG DEFLECTOR
nuMP ICOPS
CATCH BASIN
INSTALLATION
NOT TO SCALE
TEMPORARY SILT SACK INLET PROTECTION
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DRAWN BY:
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PROJECT NUMBER:
BR01.402
ORIGINAL DATE;
02/0612015
C6.9

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NOTES
a $
B
CONCRETE WASHOUT NOTES:
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
o c °e m
SIGN
1. SEE PUN VIEW FOR LOCATION OF CONCRETE WASHOUT AREA.
'a Z U N
2 THE CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY
BBRM
CONCRETE PLACEMENT ON SITE.
3. VEHICLE TRACKING CONTROL IS REQUIRED AT ACCESS PONT.
O CC
W U � LL
Rt
4. SIGNS SHALL BE POTHER AT CONSTRUCTION ENTRANCE, CONCRETE
WASHOUT AREA AND OTHER AREAS ONSITE AS NECESSARY TO CLEARLY
LL SLOPE
INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO
OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
i
VTC (EBG3)
&kB MBA
5. EXCAVATED MATERIAL SHALL BE UTILIZED IN PERIMETER BERM
CONSTRUCTION.
2' MI
COMPACTED BERM
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6. THE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED
AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE.
SILT FENCE
FINISH g
AWTRq(
(SEE NOTE 2)
7. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED
0�ND
J:f
FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE.
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8. THE WASHOUT AREA SHALL BE INSPECTED WEEKLY AND AFTER AND
f 1
STORM EVENT.
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PLAN VIEW OF ROOT ZONE
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EACH
DEPTH TO BE DESIGNED
NCH OF TRUNK DIAMETER w
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PERIMETER GRDUIIISURFACE
BY INSPECTOR (1' MIN)
OR 1/2 HEIGHT OF TREE j A.
WHICHEVER S GREATER6
INTERNATIONAL SOCIETY
MINIMUM WIDTH
CARpOF
tY MHN
ARBORICULTURE SPECS. FOR 2" CAL. TREES
6" BARK MULCH, PLACE BARK
mooN
L •
O•••••••,
OR 5UA_I
tlACTED
NOTE:
MULCH AT AREAS NOT
DEAD TREES AND SCRUB OR UNDER' PROTECTED BY BARRIER.
LICENSE NO.: �
1. SWALE SHOULD HAVE LONGITUDINAL SLOPE OF 1 %.
GROWTH SHALL BE CUT FLUSH WITH!
= C-0587
EMBMMMENT
IAL TYP Y.t OR FLATTER
2. SILT FENCE MAY BE REQUIRED
BEHIND BERM
TREE LIMB ADJACENT GRADE. NO GRUBBING
REMOVAL ALLOWED UNDER DRIP ONE.
;
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ORASREQUIREDTO
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5
GENERAL
NOTES:
1. PRIOR TO INSTALLATION. MANUFACTURER SPECIFICATIONS OF FILTER MEDIA SHALL BE PROVIDED TO
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EROSION CONTROL INSPECTOR FOR APPROVAL AND USE. DISCHARGE FROM FILTER MEDIA SHALL
00
1.
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WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHA HAVE A MINIMUM OF 6
MEET OR EXCEED THE PROVISIONS OF THE CLEAN WATER ACT.
z
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UNE WIRES WITH 12" STAY SPACING.
2. ENSURE THAT PUMP PRESSURE DOES NOT EXCEED FILTER MEDIA PRESSURE RATING.
ILT
2.
WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE
3. FILTER MEDIA MAY BE, BUT NOT LIMITED T0, SAND MEDIA FILTRATION DEVICES,
W
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THAN 30 DAYS.
RATED FILTER FABRIC BAGS OR POLYMER BASED DEWATERING PRACTICES.
0
1.
PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF UME. FERTILIZER, AND SEED.
3.
SSE POSTS SHALL BE 5' -0" IN HEIGHT AND BE OF THE SELF - FASTENER ANGLE STEEL
4. PUMP STRAINER SHALL NOT BE IN CONTACT WITH BOTTOM OF TRENCH.
NOTE: WHEN USING CELL-O -SEED DO NOT SEED PREPARED AREA. CELL-0-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
g
2.
BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6° (15 CM) DEEP X 6° (15 CM) WIDE TRENCH
4.
WIRE FENCING SHALL BE AT LEAST 1110 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH 12"
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE
STAY SPACING.
S
RLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
MAINTENANCE NOTES:
MT
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
5.
TURN SILT FENCE UP SLOPE AT ENDS.
MINT
V.
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FNANCMILY RESPONSIBLE PARTY OR
5
STAPLES /STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH. OF THE BLANKET.
6.
WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST ONLY DURING
S
3.
ROLL THE BLANKETS A. DOWN OR B. HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPR E SIDE
( ) ( )
7.
WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SLOPES
PROLONGED RNNFAU. MY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
IY
W
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/
GREATER THAN 10 FEET VERRCAL (2:1 SLOPE)
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM .
THE EXPECTED USABLE UFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPL PATTERN.
8.
ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT
SHALL BE REPLACEO PROMPTLY.
4.
THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDIN
TO SWIM BUFFERS. STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDEUNES). THE
COLOR ORANGE IS RESERVED FOR VISUAL IDENDFICATON OF ENVIRONMENTALLY SENSITIVE
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
ON BLANKET TYPE.
AREAS.
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMNNING IN PLACE AFTER THE SILT
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5.
CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
B.
DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
FENCE 15 REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
PREPARED AND SEEDED.
¢
�_
3° (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
0
BLANKET WIDTH.
10.
SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
NOTE:
IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM)
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUN_
MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS.
11.
GO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
i
AREAS OF CONCENTRATED FLOW.
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
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PROJECT INFORMATION
PROJECT MANAGER:
DES
DESIGNED BY:
TMM
DRAWN BY:
MTK
PROJECT NUMBER:
BR01.402
ORIGINAL DATE:
02/f1 O15
SHEET:
( PRELIMINARY PLAT AND CONSTRUCTION PLANS
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TO BE USED IN MEDIANS WHEN LANES ARE SLOPED
FROM ISLAND OR AS SPECIFIED BY THE APPROPRWTE
ENGINEERING DEPT.
25' RADIUS
6 1/2°
° 'W •8'RAp1US 'W
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TO BE USED IN MEDIANS ONLY: WHEN SPECIFIED BY
THE APPROPRIATE ENGINEERING DEPT.
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CURB AND GUTTER
JOINT SEALER —N 1/8' RADIUS (TYPICAL)
NANO TOOW AMANE JOINTTEPLAN DEEP
WITH TOOL BANDING. SEE SITE PLAN FOO
WORE JOIM9PACING.
JOINT FILLER /
RADUS TRANSVERSE EXPANSION JOINT PRDWDE „Y - BR. EIPAXLDN
NOTES: JOINTROBD.C.WITHJDIM PLAN
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WHERE SHOWN ON PIANO WHERE NEW
1. CONTRACTION JOINTS SHALL BE SPACED AT 10 —FOOT INTERVALS. FOR VALLEY GUTTER, NDIRUClO�MAHRDATB°SOAMAx
A 10 —FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED
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2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
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WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 —FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.' •' ` °•
.
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK. b .o .o W
A A
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4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
/a• RAnlus 5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
&Fm PM COXCPEfE��/ COMPACTED
B. TOP 6” OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY. aoAYB suRGRADE
coup. ARD SECTION
NOT TO SCALE
CURB AND GUTTER
BEGIN TRANSITION AT
AT END OF RADIUS
to' -0" MAX. 10' -0' MAX. SEE STD. NO. 10.21
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CATCH BASIN FRAME IN VALLEY CURB AND GUTTER
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I. DEfEDI41E NARROW POWER WILL WYER W -W LOAN WHO FYLL MIN DE W E
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NOTE:
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CATCH BASINS MAY BE LOCATED AT END
OF RADIUS.
2. RADIUS AT INTERSECTION MAY VARY.
CATCH BASIN PLACEMENT AT INTERSECTION
A B
C
1. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
2. TYPE OF PIPE TO BE USED IS 1 -5/8" MAX. O.D. BLACK IRON, LOW CARBON PIPE OR GALVANIZED.
3. ALL JOINTS TO HAVE A 1/2" FILLET WELD AT ALL JOINTS.
4. AFTER INSTALLATION PAINT ASSMBLY WITH ALL WEATHER ENAMEL, COLOR AS SELECTED BY OWNER
SAFETY RAIL
NOT TO SCALE
NOT TO SCALE
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2. RADIUS AT INTERSECTION MAY VARY.
CATCH BASIN PLACEMENT AT INTERSECTION
A B
C
1. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
2. TYPE OF PIPE TO BE USED IS 1 -5/8" MAX. O.D. BLACK IRON, LOW CARBON PIPE OR GALVANIZED.
3. ALL JOINTS TO HAVE A 1/2" FILLET WELD AT ALL JOINTS.
4. AFTER INSTALLATION PAINT ASSMBLY WITH ALL WEATHER ENAMEL, COLOR AS SELECTED BY OWNER
SAFETY RAIL
NOT TO SCALE
NOT TO SCALE
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SLOPE "B" 1 /4 " /Fi
NOTE
TRUNCATED DOMES COLORED
PLAN VIEW- PARALLEL PER STD. NO. 10.358
RAMP WITH PLANTING STRIP
HACK OF WALK
CONTINUE JOINT AT
BACK OF GUTTER
FRONT OF WALK
PLANTING SIDEWALKS
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DIMENSIONS AT BACK OF GUTTER
PLAN VIEW - DIAGONAL RAMP
WITH PLANTING STRIP
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PER M. NC DOT 848.05
ACCESSIBLE RAMP WITH 2' -0" VALLEY CURB AND GUTTER
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PROJECT INFORMATION
PROJECTMANAGER: DES
DESIGNED BY: TMM
DRAWN BY: MTK
PROJECT NUMBER: BROIAU
ORIGINAL DATE: 02MO15
SHEET:
C7.0
2-3 - 4 -0. 2 -3
DIMENSIONS AT BACK OF GUTTER
PLAN VIEW - DIAGONAL RAMP
WITH PLANTING STRIP
TRUNCATED DOMES COLORED
PER M. NC DOT 848.05
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PROJECT INFORMATION
PROJECTMANAGER: DES
DESIGNED BY: TMM
DRAWN BY: MTK
PROJECT NUMBER: BROIAU
ORIGINAL DATE: 02MO15
SHEET:
C7.0
3 i LICENSE NO.:
C -0587
111
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PROJECT INFORMATION
PROJECTMANAGER: DES
DESIGNED BY: TMM
DRAWN BY: MTK
PROJECT NUMBER: BROIAU
ORIGINAL DATE: 02MO15
SHEET:
C7.0

INTERSECTION with
E
SIDEWALK, CURB, and GUTTER
INTERSECTION with CURB and GUTTER
GENERAL NOTES
1. RAMP AND WING SLOPES SHALL NOT
BE STEEPER THAN 1:12.
CURB TAPER CONCRETE CURB &
Eno
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fir, RAD. -� IiAD. - ,`RAD, 1 rr RAD. PAVEMENT 9
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- � RAT}.
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ET
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+ GUTTER i
STREET NAME MARKER
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-.. $' 0• CU B & GUTTER
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a. m to
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2, GUTTER FLOW LINE AND PLAN PROFILE SHALL. GUTTER- SEE PLAN
61 BE MAINTAINED THROUGH THE RAMP AREA,
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STOP SIGN
RAN
3° THE SURFACE OF THE RAMP SHALL BE FLUSH �`
WITH THE FLOWLINE OF THE CURB AND GUTTER
).4 E...
0 0 ,•-c
;� � �-#'�
° ' c Y
1_ 2r 6rr � i �d" RAD» 1' 'r
;9: N 144" RAD .
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VALLEY GUTTER
MINOR
4• COORDINATE CONSTRUCTION TO COMPLY WITH A
LOCAL AND FEDERAL ADA STANDARDS. MAX. }T?!• }.;:,
3' A
` I
2' -S" CURB AND GUTTER '� -6" CURB AND GUTTER
B" "
�.+ --a.� 1+•' =—+�I
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2
GUTTER MINOR �
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FLUSH CURB
CURB TAPER—/
A
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2r -0" r- " EDGE OF
PAVEMENT
rr r et
X 12" OR 18" „ !C 1"s" itR_181,
CURBCURB CONCRETE CURB
- " 2'•0"
r r
STOP SIGN
'
ACCESSIBLE
R{vtr + RIW
STREET
F
R/W +
b
SIGN
PLAN
y'D, Q. y MIN. " RADIUS
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� NAME
o MARKER
STOP
FULL HEIGHT CURB BEY ND
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12 - • . :.. <,
0 ••,v '. °�Sei •9 ' °~• 9 °' • (' '.Q .•° 17" tD °. ° a rr
�"
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SIDEWALK
RIY
SEALED ISOLATION JOINTS
,
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EXPRESSWAY GUTTER SHOULDER BE�UTTER
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DITCHES, and NO CURB and GUTTER
�._.....,..... 4. �............,..._:.._.....•.�: _... � ..�...,_....:_ �....� `— _ 1" 1/2'
° 1/2'
4 ' +
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GENERAL NOTES; FILL " X 1" DEEP
-PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT Jo00INTEWIiOH JOINT
A 15 SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN
SEALER
SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED
WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. „
-JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. p. � RAD•
INN EALER
"RAD. GLITTER
PAVEMENT SURFACE
_
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STREET NAME
MARKER
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NOTES
1. TWO STREET NAME MARKERS ARE REQUIRED IF THE
MAJOR STREETHAS30RMORELANES.
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CONTRACTION 8E
SURFACE
URFA
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2. ANY VARIANCE FROM THIS STANDARD MUST BE
CONCRETE RAMP
SECTION A.A
IrR
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- JOINTS MAY INSTALLED WITH THE USE OF
TEMPLATES OR FORMED BY OTHER APPROVED METHODS. :9,; . . :9•; , � .
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MINOR
APPROVED BY THE CHARLOTTE DEPARTMENT OF
LICENSE NO.:
� C -0587
BOTTOM OF RAMP DROPPED CURB SECTION
� .•
CONSTRUCT NON - TEMPLATE FORMED JOINTS A MIN. OF 11 DEEP. a• c v 9 v -: #s - °" p': • °.: `', p': •' •'•' ,-
%
rr rr ; ' 4• 9• ` : ?• `
-PILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8"X6" MEDIAN CURB, ;q., A • a'. . ; p, q' q . •.• • v • '
WITH JOINT FILLER AND SEALER. PROPOSED
-SPACE EXPANSION JOINTS AT GO' INTERVALS AND ADJACENT To TUB & BUTTER PROP. 1 ,JOINT FILLER
PAVEMENT
Lt1
STREET NAME MARKER
STOP SIGN
� R�VV
TRANSPORTATION,
r
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ALL RIGID OBJECTS. JOINT
TRANSVERSE EXFANSION
RM+
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LONGITUDINAL JOINT
JOINT
IN- CUR8 AND _ GUTTER
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NOT TO SCALE
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HEST 1 0l 3
SHEET 1 OF 3
1846.01
NOT TO SCALE
ACCESSIBLE SIDEWALK RAMP
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2'" CURB AND GUTTER
STREET NAME SIGN INSTALLATION
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TRANSITION TO
EXISTING GRADE
vaJ
STING
3I8 "!FT SLOPE
EX GRADE
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3I8 " {F7• SLOPE
""- 24''"
1
l
I SEED ALL
SEED ALL
DISTURBED AREAS
114' CLEARING
` DISTURBED AREAS
(MAX
*14' CLEARING (MAX
n
8' PATH
SHOULDER
per,
8 ' PATH
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MIN. SLOPE 1 /4' PEP FF $Lq ?E 1F4• PFR
MIN. SLOPE @ 114" PER FT
3
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DRAINAGE SWALE - LOCATE
3" MULCH LAYER -MULCH TYPE A3 APPROVED
BY THE VILLAGE OF MARVIN - APPLY SECOND 3"
fit"
318 1l#✓
DRAINAGE SWALE - LOCATE
tp
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SWALE UP SLOPE OF TRAIL
AND GRADE TO DRAIN tRAF €14QN PLACED BETWEEN
LAYER AFTER INITIAL SETTLEMENT & COMPACTION
4 "COMPACTED
4"
SWALE UP SLOPE OF TRAIL
1,5% - 2% MAX CROSS SLOPE - 36Qfl PSI
�
N T S' ABC AND SUBGRADE PER
�— MANUFACTURER'S INSTRUCTIONS LIMESTONE
AND GRADE TO DRAIN
FIELD VERIFY 4" CONCRETE.
I ACCESSIBLE RAMP
"I. CONTRACTOR SHALL SELECTIVELY CLEAR BRUSH
& VEGETATION WITHIN CLEARING LIMITS ONLY AS COMPACTED SUBGRADE
NOTES:
C 5 �wt/�
' 1 SIDEWALK
NEEDED
TO CONSTRUCT TRAIL
COMPACTED
1. CONTRACTOR
SUBGRADE
c
CC
22' P` MT.
2, ANY LIMBS ON BRANCHES LOWER THAN 8' WITHIN
CLEANING ZONE SHALL BE PRUNED IN ACCORDANCE
SHALL SELECTIVELY CLEAR BRUSH & VEGETATION
WITHIN CLEARING LIMITS ONLY AS NEEDED TO CONSTRUCT TRAIL.
WITH
ANSI A300
2.
a
ANY LIMBS ON BRANCHES LOWER THAN & WITHIN CLEARING ZONE
`
3. TRAIL ALIGNMENT SHALL BE GENERALLY CENTERED
ON 30' ESMT. EXCEPT WHERE NECESSARY TO AVOID
SHALL BE PRUNED IN ACCORDANCE WITH ANSI A300
3• TRAIL ALIGNMENT SHALL BE GENERALLY CENTERED ON 39 ESMT.
/ �0� R =
+.
O F FS E -I t'
c CUL-DE-SAC
NOTES:
EXISTING TREES
EXCEPT WHERE NECESSARY TO AVOID EXIST. TREES
4. LONGITUDINAL SLOPE OF TRAIL SHALL FOLLOW EXIST. GRADE AS
CL45ELY AS POSSIBLEE XCEPT WHERE EXIST. GRADES EXCEEC} 5 °l0. /�
ALTERNATE CONCRETE TRAIL
o
2
CONTRACTOR SHALL CUTlFILL WITHIN CLEARING LIMITS TO ENSURE /_\
c
1 . THE CROWN FOR PAVEMENT SHALL BE 48.1 PER FT.
MULCH TRAIL
LONGITUDINAL SLOPE OF TRAIL DOES NOT EXCEED 6/Q (/Z \,►
FROM THE CENTER OF THE CUL-DE-SAC.
2. PAVEMENT SCHEDULE SAME AS LOCAL RESIDENTIAL STREET. NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
RESIDENTIAL CUL -DE -SAC
GREENWAY TRAIL
Q,
V
GREENWAY
TRAIL
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25` MIN. 50' R/W (MINIMUM) 25' MIN,
12' -0" 13' -0" 13'_0" 12' -0"
12" 5' -0" 6'--0" 111 -0" 11'_0" 6, -0„ 5, -0"
1/4"/
NOTE 3 CROWN = 48:1 1 /4 "/ FT. 3 1
GPI
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LOCAL RESIDENTIAL STREET
GUTTER
CN
USING 2'•-D° VALLEY
1.5° SCOURSE FAGS
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PAVEMENT SCHEDULE
W m
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1, SIDEWALK SHALL BE PROVIDED ON BOTH SIDES OF 1 -1 /2" BITUMINOUS CONCRETE OVERLAY, NCDOT TYPE B
THE STREET R MINIMUM OF 5` FROM THE BACK OF CURB. C 1 -1/2 "" BITUMINOUS CONCRETE SURFACE COURSE, NCDOT TYPE B
Q
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2.5 119.(16
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5
2. THE CROWN (TRANSVERSE SLOPE) FOR THE TYPICAL (E) 10" COMPACTED AGGREGATE BASE COURSE OR 5" B25.OB OR C ASPHALT
SECTIONS ON THIS SHEET IS 48:1 PER FT.
INTERMEDIATE COURSE
0
® 2' -0" VALLEY GUTTER
3. IF EXISTING PUBLIC STREET RIGHT -OF -WAY IS NOT fid 5' CONCRETE SIDEWALK
AVAILABLE, THE SIDEWALK IS REQUIRED TO BE
CONSTRUCTED OUTSIDE HE STREET RIGHT -OF -WAY ON *NOTE. OVERLAY TO BE INSTALLED UPON BO% BUiLDOUT
'
c
NT.
4. PLANTING STRIP ADJACENT TO SIDEWALK SHALL BE
v v v`-~� v v v
n
8" BLACK BASE
COURSE 825.6 OR C
a
0
GRADED TO % INCH PER FOOT (MIN.) UP TO 1
W
v o v v v v
4
14 INCH PER FOOT (MAX,), EXCEPT WHERE
2
d
EXCESSIVE NATURAL GRADES MAKE THIS
REQUIREMENT IMPRACTICAL. IN SUCH CASES, THE PAVEMENT SECTION
CITY /COUNTY ENGINEER MAY AUTHORIZE A
SUITABLE GRADE. Q 10" COMPACTED ABC OR 5" B25.08 OR C (ASPHALT CONCRETE
BASE COURSE)
5. SIDEWALK WIDTHS SHALL BE A MINIMUM OF Q 1 1/2" OF 89.58 PLACED IMMEDIATELY UPON ABC OR ASPHALT
FIVE (5) FEET UNLESS OTHERWISE SPECIFIED. A BASE PLACEMENT
5' X 5' SIDEWALK IS REQUIRED AT LEAST EVERY 1 1/2" OF S9.56 UPON MEETING HOUSING DENSITY REQUIREMENT
PROJECT INFORMATION
200' AS REQUIRED BY ADA FOR A PASSING 70 -80% DENSITY IS IDEAL
ZONE UNLESS OTHERWISE PROVIDED BY
PROJECT MANAGER:
DES
RESIDENTIAL DRIVEWAYS, INTERSECTING SIDEWALK,
ETC.
DESIGNED BY:
TM
DRAWN BY:
MTK
PROJECT NUMBER:
BR01.402
NOT TO SCALE
NOT TO SCALE
1
ORIGINAL DATE:
0210812015
A
2
SHEET':
LOCAL RESIDENTIAL STREET �
PAVEMENT SECTION AT TOM SNORT
ROAD
C7,1
-�
PR.ELMNARY
PLAT AND CONSTRUCTION PLA NS

S
9
a
OL
(' LANDSCAPE NOTES
� -
` PLANT SCHEDULE
1. SIZE, QUALITY AND OVERALL HEALTH OF ALL PLANT MATERIAL USED SHALL CONFORM TO THE LATEST EDITION O
EXISTING TREES LOCATED IN EXTERIOR
"USA STANDARDS FOR NURSERY STOCK" AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC.
SSE PRESERVATION STRIP; ADDITIONAL
kpR� TREES MAY 131^ REQUIRED BY 2. CONTRACTOR SHALL MULCH ALL SHRUB BEDS AND TREES WITH PINE STRAW NEEDLES.
R
INSPECTOR 3. ALL AREAS OUTSIDE OF PLANTING BEDS WITHIN LIMITS OF WORK/LIMITS OF DISTURBANCE TO RE PLANTED WITH
1 FESCUE SOD OR FESCUE SEED- SEE PLAN FOR DETAILS.
TREE MITIGATION AREA, +1- 3.1 4. CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOWN ON PLANS. QUANTITIES ARE FOR CONVENIENCE ONLY.
ACRES, TO BE PLANTED WITH 88 IF THERE IS A DISCREPANCY BETWEEN THE PLAN AND PLANT SCHEDULE; PLAN SHALL PREVAIL.
CANOPY TREES (2 CANOPY TREES
PER LOT) 5. ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM WITH UNION COUNTY AND
` t VILLAGE OF MARVIN STANDARDS.
i EXISTING TREELINE (TYP.)
vry 6. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO INSTALLATION AND NOTIFY LANDSCAPE
ARCHITECT IMMEDIATELY IF FIELD CONDITIONS WARRANT ADJUSTMENT OF PLANT MATERIALS.
/ \ X 7. COORDINATE LANDSCAPE INSTALLATION WITH ANY LIGHTING { IRRIGATION CONSTRUCTION.
y 20 i
x 8, NO TREES TO BE PLANTED WITHIN 15' OF UTILITIES OR LIGHT POLE. LARGE MATURING TREES MUST BE A
MINIMUM 25 FEET FROM OVERHEAD DISTRIBUTION OR TRANSMISSION LINES. COORDINATE PLANTINGS WITH THE
PROPER POWER COMPANY IF NECESSARY. IF TREES CONFLICT WITH POWER LINES OR SIGNS NOTIFY LANDSCAPE
y = ARCHITECT TO RESOLVE BEFORE PLANTING.
9. WITHIN PLANT BED AREAS CONTRACTOR IS RESPONSIBLE FOR THE VIABILITY OF ALL PLANT MATERIAL FOR A MI
r ° PERIOD OF 94 DAYS AFTER ACCEPTANCE FROM OWNER BUT MAY ALSO BE BONDED FOR WARRANTED BY LOCAL
ORDINANCE OR DEVELOPMENT CONDITIONS. IN THE EVENT THAT LANDSCAPE MAINTENANCE IS PROVIDER BY
ANOTHER CONTRACTOR, 90 DAY WARRANTY SHALL BE TRANSFERABLE TO MAINTENANCE CONTRACTOR, �' 10, CONTRACTOR SHALL REMOVE ALL LUMPS OF CLAY, STONES OVER 1" IN DIAMETER AND ALL COMPACTED SOIL O
CONSTRUCTION DEBRIS INCLUDING PAVEMENT, GRAVEL, ROOTS, LIMBS AND OTHER DELETERIOUS MATTER WHICH
WOULD BE HARMFUL OR PREVENT PROPER ESTABLISHMENT AND/OR MAINTENANCE OF LAWN AND TREE PLANTING
-� AREAS.
#n
i 11. CONTRACTOR SHALL REPAIR (RESEED OR SOD) ANY LAWN AREAS DAMAGED DUE TO PLANT MATERIAL
INSTALLATION.
22
12. CONTRACTOR SHALL COORDINATE ALL PLANTING AND IRRIGATION IN ANY RIGHT -OF -WAY WITH THE NORTH
° ' r X CAROLINA DEPARTMENT OF TRANSPORTATION AND LOCAL TRANSPORTATION DEPARTMENT AND RECEIVE ANY
NECESSARY ENCROACHMENT AGREEMENTS.
° I 13. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT ALL
63 � � UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
j� b s" ' 14. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG MEN, AND MAINTENANCE OF TRAFFIC Al
11-V I G ,c NECESSARY TO INSURE PUBLIC SAFETY.
15. ALL STRAPPING AND TOP 213 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO
PROPOSED DENUDED LIMITS;
EVERYTHING WITHIN DENUDED X x � " � BACK FILLING PLANTING PITS. REMOVE TOP 113 OF BURLAP FROM BALL.
F ABE IREV. Q
QTY. B
BOTANICAL NAME C
COMMON NAME; S
SIZE S
SPACING N
NOTES
TREES
AR 4
49 *
*ACER RUBRUM'RED SUNSET' R
RED SUNSET MAPLE 2
2.5" CAL. S
SEE PLAN F
FULL STRAIGHT MATCHED SPECIMEN
BN 2
25 *
*BETULA NIGRA R
RIVER BIRCH 1
12 -15' S
SEE PLAN 3
3 -5 TRUNKS, FULL MATCHED SPECIMEN
CD 1
15 *
*CEDRUS DEODARA D
DEODAR CEDAR 1
10 -12' S
SEE PLAN F
FULL STRAIGHT MATCHED SPECIMEN
CL 1
11 x
x CUPRESSOCYPARIS LEYLANDII L
LEYLAND CYPRESS 8
8 -10' S
SEE PLAN F
FULL STRAIGHT MATCHED SPECIMEN
IS 6
66 *
*'"ILEX X ATTENUATA'SAVANNAH' S
SAVANNAH HOLLY 8
8 -10' S
SEE PLAN F
FULL STRAIGHT MATCHED SPECIMEN
LN 1
12 L
LAGERSTROMIA X'NATCHEZ' N
NATCHEZ CRAP= MYRTLE 1
10 -12' S
SEE PLAN 3
3 -5 TRUNKS, FULL MATCHED SPECIMEN
MG 2
20 *
*MAGNOLIA GRANDIFLORA S
SOUTHERN MAGNOLIA 1
10 -12' S
SEE PLAN F
FULL STRAIGHT MATCHED SPECIMEN
NI,,, 2
22 *
*MAGNOLIA GRANDIFLORA'LITTLE GEM L
LITTLE: GEM DWARF MAGNOLIA 8
8 -10' S
SEE PLAN F
FULL STRAIGHT IVATCHED SPECIMEN
PV 2
20 *
*PINUS MRGINIANA V
VIRGINIA PINE 1
10 -12' S
SEE PLAN F
FULL_ STRAIGHT NWTCHED SPECIMEN
PY 1
17 P
PRUNUS X YEDOENSIS Y
YOSHINO CHERRY 2
2.5" CAL. S
SEE PLAN F
FULL STRAIGHT N%TCHED SPECIMEN
QF 1
15 *
*QUERCUS FALCATA S
SOUTHERN RED OAK 2
2.5" CAL, S
SEE PLAN F
FULL STRAIGHT MATCHED SPECIMEN
QP 3
32 *
*QUERCUS PHELLOS W
WILLOW OAK 2
2.5" CAL. S
SEE PLAN F
FULL STRAIGHT MATCHED SPECIMEN
QS 8
87 Q
QUERCUS SHU1 IL* S
SHUIVARD OAK 2
2,5" CAL, S
SEE PLAN F
FULL STRAIGHT MATCHED SPECIMEN
-t LIMITS SHALL BE SEEDED OR \ *Canopy Tree per Marvin, NC Code of Ordinances, OR- 2004 -10 -01
SODDED PER CLIENT DIRECTION 16. PROVIDE AT LEAST ISO SQUARE FEET OF MINIMUM PLANTING AREA PER TREK WITH AMENDED ON SITE SOIL OR
UNLESS OTHERWISE NOTED X SOIL MIX, OR AS SPECIFIED IN THE UNION COUNTY/ VILLAGE OF MARVIN GUIDELINES AND SPECIFICATIONS ON TREE
<
16 � � � � PLANTING, TO A DEPTH OF 18" INCHES.
�'
' y t 17. FIELD ADJUSTMENTS TO PLANT MATERIAL AS NECESSARY BY OWNER.
18. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL SPECIFICATIONS AND INSTALLATION REQUIREMENTS OF
SHEET Ls1.3 >� IRRIGATION, LIGHTING, AND VINYL FENCING TO ENSURE THAT PRODUCTS ARE INSTALLED PROPERLY AND PER
Llow k t MANUFACTURER REQUIREMENTS AND LOCAL AGENCY CODES & RESTRICTIONS.
. ;• 4' a # SHE T LS1.2
19. ESP ASSOCIATES, P.A. IS NOT RESPONSIBLE FOR INSTALLATION OR DESIGN OF LIGHTING, FENCING, OR
4 POCKET PARK IRRIGATION. THE INSTALLATION REQUIREMENTS AND DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR,
20. CONTRACTOR RESPONSIBLE FOR LOCATING SIGHT DISTANCE AND SIGHT TRIANGLES PRIOR TO INSTALLATION OF
PLANT MATERIALS, MONUMENTS, SIGNS, LIGHTING, AND /OR FENCES. CONTRACTOR SHALL INSTALL PLANT
MATERIALS, MONUMENTS, SIGNS, LIGHTING, AND/OR FENCES OUTSIDE OF SIGHT TRIANGLES AND /OR SIGHT
r a �y� DISTANCE LINES.
a
X ✓� .o t9 21. WATER DISTRIBUTION IS TO BE LOCATED A MINIMUM OF 2 FROM BACK OF SIDEWALK WITH A MINIMUM 36 OF
a. COVER.
. _ - ✓o �� SOIL AMENDMENTS:
NTS:-
� � 1140 -
cc�
m `� \� ALL PLANTING BEDS /PLANTING PITS TO BE TILLED AT A MINIMUM OF 1'-0" DEPTH AND RECEIVE AN AMENDED TOPSOIL
MIXTURE APPROPRIATE FOR GOOD PLANT GROWTH AND ADEQUATE DRAINAGE, SOIL MIXTURE SHALL BE
COMPOSED OF A MINIMUM 20% GOOD GARDEN SOIL (3 1/2 PARTS GOOD GARDEN SOIL. 1/2 PART COMPOST OR
ORGANIC MATTER, POUND OF LIME PER CUBIC FOOT) OR RECOMMENDED SOIL AMENDMENTS AND SOIL
X p
° flp \ COMPOSITE BASED UPON RECOMMENDATION FROM SOIL TESTS. A MINIMUM OF ONE SOIL TEST IS REQUIRED FOR
THIS SITE.
PROPOSED WET •t+�� \
n DETENTION BASIN
INTERIOR LOT
TREES (TYP. f ° PROPOSED RETAINING q�
b = WALL (TYP.) (BY OTHERS ) \ fl
•O
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P� DOCKETPARK
a
l
STREET TREES AT
u, 34 GREENWAY EASEMENT \
:_. \:
IN ° ,'.�R:: -.: -. ,.. :, j- -. _. }iii:. '.' .•'.''- '..'�. �.
NOTE; INTERIOR LOT TREE LOCATIONS
r t::
ARE CONCEPTUAL.: FINAL LOCATIONS
TO CBE /DETERMINED IN FIELD BASED ON � � � ^° `° � SHEET L.S1.2 \
g�
BUILDING AND EASEMENT LOCATIONS
30 �' !
.� � j : SHEET LS1.1
PROP. WATER LINE (TYP.) � ,. � ( [ � � .� � � ::�':: � . �
- SEE UTILITY PLAN % f ` PROP. GREENWAY SHALL BE GENERALLY
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CONCEPTUAL; FINAL LOCATIONS TO BE i
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I Note: A root collar excavation for all trees specified will be done to ensure that rees were not planted /grown
too deeply at source (nursery). Landscape contractor shall have supplier mark ground level line above mot
I ball. if it is determined that there is excessive soil over the root crown, these trees will be rejected.
Root Crown Depths Detail.
I I
CATED IN EXTERIOR Not to Scale
EXISTING TREES LO
PRESERVATION STRIP; ADDITIONAL
TREES MAY BE REQUIRED BY
INSPECTOR
I I I REMOVE ANY BROKEN OR SPACNG VARIES
I DEAD AND DISEASED LIMBS SEE LINDSCAPE PLAN
PROP, GREENWAY SHALL BE GENERALLY
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NECESSARY TO AVOID EXIST. TREES -
IRAILALIGNMENT TOBE STAKED INFIELD �'f ws
MIN. 2' HT.
S VERIFIED BY VILLAGE OF MARVIN PRIOR
TO CONSTRUCTION MIN. 3' LAYER :(
OF APPROVED
MULCH
\ VICTORIAN EDGE AROUND
ENTIRE PLANING BED
t 4 ",
Notes:
\ \ 1. Omit Collar around each
shrub when irrigation system is
present.
\ 2. Install top ofplant ball 2" mom
above adjacent grade. LEDGE OF TAMP SOIL MIX UNDER
LEXSSTING TREELINE (TYP.) 3 Tam lantin rnix frml as PLANTING BED LANT MIX
p planting y EACH PLANT BALL TO
30' GREENWAY EASEMENT pit is filled around each plant CUT ROOTS AS NECESSARY MINIMIZE SETTLEMENT
1 \ ball IN CONTAINERIZED PLANTS
4. Soak each plant hall and pit THAT ARE POT BOUND
1 immediately after installation. TYPICAL PLANTING BED DETAIL
5. Same principles and
technique applies to perennial
planting.
o TYP.
( S�OC ERED
I UP TO MAX. 12" FINAL a
I ®CENTER OF BED, GRADE
A"
I 2'/FT� n
EXISTING SPACING EDGE OF
PLANTING
p BETWEEN GRADE BETWEEN ALL PLANTS
m , 1 0 BED
\� 1 TYPICAL BED MOUNDING TYPICAL PLANTING BED PLAN
,11 Shrub Planting Detail
Not to Scale
1
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\I TREE MITIGATION PLANTINGS WITHIN 200'
DWQ BUFFER ARE SHOWN CONCEPTUALLY;
FINAL LOCATIONS TO BE DETERMINED IN
1 FIELD AT TIME OF PLANTING
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ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK ( ANSI. 1990. PART 1, SHADE AND FLOWERING TREES-)
FOR EXAMPLE CAUPER HEIGHT ORANGE) M.Ut. HEIGHT MIN. EDGE BAIL DW MIN. ROOT BILL DEPTH
2' 12 -,C ,6' 2C ,e•
3• 14 -iV ,a• 3T 2,•
Tree Planting Detail
Notes:
1. Remove wire or nylon twine \
from ENTIRE root hall.
2. Staking required for leaning \
trees or as necessary.
3. Soak each root hall and pit �-
immediately after installation.
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PROJECT INFORMATION
PROJECT MANAGER
DES
DESIGNED BY:
TMM
DRAWN BY:
AKC
PROJECT NUMBER:
BRO1.402
ORIGINAL DATE:
0210612015
SHEET:
LS1.3

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PLANT SCHEDULE
ABSREV. I
QTY.
IBOTANICAL NAME
COMMON NAME
ISIZE
ISPACING
INOTES
DEEP POOL PLANTS
EQ 1
395
JELEOCHARISQUADRANGULATA
SQUARESTEM SPIKERUSH
2" PLUG
24" O.C.
IFULL SPECIMEN
NL
1 224
INUPHARLUTEASSP.ADVENA
IYELLOW POND LILY
ISP#4
36" O.C.
I FULL SPECIMEN
SHALLOW WATER PLANTS
AS
80
JACORUS SUBCORDATUM
SWEETFLAG
2" PLUG
24" O.C.
IFULLSPECIMEN
IV
135
IRIS VIRGINICA
BLUE FLAG IRIS
2" PLUG
24" O.C.
IFULLSPECIMEN
JE
90
JUNCUS EFFUSUS VAR. SOLUTUS
SOFT RUSH
2" PLUG
24" O.C.
I FULL SPECIMEN
SC
120
SAURUS CERNUS
LIZARD'S TAIL
2" PLUG
24" O.C.
IFULL SPECIMEN
SL
70
SAGTTTARLA LATIFOLIA
DUCK POTATO
2" PLUG
24" O.C.
I FULL SPECIMEN
SHALLOW LAND PLANTS
CG
76
ICHELONE GLABRA
WHITE TURTLEHF-AD
ISP#4
36" O.C.
IFULL SPECIMEN
CT
350
CAREXTENERA
QUILL SEDGE
2" PLUG
24" O.C.
FULL SPECIMEN
EF
132
EUPATORIADELPHUS FISTULOSUS
JOE PYE WEED
SP#4
36" O.C.
FULL SPECIMEN
LC
83
LOBELIACARDINALIS
CARDINAL FLOWER
SP#4
36"O.C.
FULLSPECIMEN
SB
80
SACCHARUMBALDWINII
NARROW PLUMEGRASS
SP#4
36 "O.C.
FULL SPECIMEN
� SHALLOW LAND I UPLAND I
WET POND #1 PLANTING ZONES
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1 11 BMP LANDSCAPE NOTES: m 8 y
1 1 1. APROGRAM OF MONITORING THE AQUATIC ENVIRONMENT OF PERMANENT WET � OE � �o �
1 DETENTION BASIN SHOULD BE ESTABLISHED. ITEMS SUCH AS WATER CLARITY
AND ALGAL GROWTH SHOULD BE MONITORED REGULARLY. N
2. THE VEGETATION LOCATED ON THE VEGETATED SHELF MUST BE PROPERLY
MAINTAINED. BARE SPOTS, WEEDS, AND INVASIVE SPECIES SHOULD BE NOTED
AND REMEDIED AS SOON AS POSSIBLE TO PREVENT LARGER PROBLEMS.
rl
3. CHEMICAL APPLICATION TO CONTROL WEEDS SHOULD BE CAREFULLY
. . - CONSIDERED AND MONITORED. HERBICIDES, IF APPLIED, SHALL BE WIPED ON
AND NOT SPRAYED.
4. SEDIMENT ACCUMULATION SHOULD BE MONITORED THROUGH VISUAL Cam]
INSPECTION OF THE BASIN BOTTOMS AND THE SEDIMENT ACCUMULATION DEPTH f 1
MARKER. WHEN THE SPECIFIED DEPTH OF SEDIMENT HAS BEEN REACHED IN
1 1 • I` 1 1 EITHER THE FOREBAV OR MAIN BASIN, THE SEDIMENT SHOULD BE REMOVED AND
DISPOSED OF PROPERLY.
� S. IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESTABLISHED, THE PLANTS
ON THE VEGETATED SHELF AND PERIMETER OF THE BASIN SHOULD BE WATERED
TWICE WEEKLY IF NEEDED, UNTIL THE PLANTS BECOME ESTABLISHED
(COMMONLY SIX WEEKS).
6. NO PORTION OF THE WET DETENTION POND SHOULD BE FERTILIZED AFTER THE
1\ 1 • \ \ �' \ FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE PLANTS ON
THE VEGETATED
7. STABLE L
REDUCE THE SEDIMENT OADTO NEWEITDEITENTIONBASININAGEAREATO ♦J`gN11CAR0�'''.
1 1 � 1 ...':., l:.'.:..'F :::". 1 � `♦ ♦off j,.........,, <�2,,
8. IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM
MAINTENANCE, THE FLUSHING OF SEDIMENT THROUGH THE EMERGENCY DRAIN � Zf •,y'
SHOULD BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL. G J• LICENSE NO.: •�
C -0587
� 9. ONCE AYEAR, THE DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT.
70. AFTER WET DETENTION POND IS ESTABLISHED, IT SHOULD BE INSPECTED ONCE i�i'fA `••. •.••QQ`C
EVENT GREATERTHAN 1'.
RECORDS OF OPERATION AND MAINTENANCE SHOULD BE KEPT IN AKNOWN SET '4 10♦ \
LOCATION AND MUST BE AVAILABLE UPON REQUEST.
FOREBAY a2 \ \ \ \ 11. TOP SOIL FREE OF DEBRIS AND DELETERIOUS MATERIAL GREATER THAN t" IN
LARGEST DIAMETER IS TO BE TILLED INTO THE TOP 6" OF THE LITTORAL SHELF. \\\t\ IIIIAI // / / /''
I : 1 ' :: PROPOSED RIP -RAP FOREBAY BERM 12. ALL PLANTS ARE TO BE GUARANTEED FOR A MINIMUM OF Z YEARS. ♦♦ ♦\ R-( �Ni�
1 \ 1 1 ♦ \ 73. CONTRACTOR SHALL PROVIDE PEST DETERRENT MEASURES SUCH AS ORANGE ��0 .• ,9
LONSTRUCTION FENCING, ARTIFICIAL, PREDATORS, ETC. TO ENSURE �O N•.
PROPOSED RETAINING WALL BY OTHERS- ESTABLISHMENT OF VEGETATION.
\ \ "SEE GRADING PLAN FOR ELEVATIONS 14. ALL PLANTS AND PLUGS INSTALLED ALONG SHELF ARE TO BE STAKED TO E AL
PREVENT DISLODGING AND FLOTATION OF NEWLY INSTALLED MATERIAL.
1 PROPOSED CONCRETE SIDEWALK (TYP.) \ 15. CONTRACTOR SHALL PROVIDE ONE -TIME FERTILIZATION OF LITTORAL SHELF � 025775
t` PLANTINGS BASED ON RECOMMENDATIONS FROM SOIL TEST PERFORMED BY NC
I 11 .1 S \1 \\ \I \\ PROGRAM, OR OTHER AGENCY AS APPROVED BY LANDSCAPE EXTENSION
ARCHITECT. /�9••�.�G(NEF'�•��
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NOTE
SEE SHEET CAA FOR ADDITIONAL NOTES
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PROJECTINFORMATION
PROJECT MANAGER:
DES
DESIGNED BY:
TMM
DRAWN BY:
AKC
PROJECTNUMBER
BR01A02
ORIGINAL DATE:
0210612015
SHEET:
LSIA

"SHEET INDEX
ESP ASSOCIATES, P.A.
Sheet Number
Sheet Title
WS0.0
WATER AND SEWER COVER SHEET
WS1.1
UTILITY SKETCH PLAN
WS2.0
WATER AND SEWER OVERALL PLAN
WS3.0
WATER AND SEWER PLAN & PROFILE EXIST. MH
WS3.1
WATER AND SEWER PLAN & PROFILE PROP. MH
WS3.2
WATER AND SEWER PLAN & PROFILE EXIST. MH
WS4.0
WATER AND SEWER DETAILS - (SHEET 1 OF 3)
WS4.1
WATER AND SEWER DETAILS - (SHEET 2 OF 3)
WS4.2
WATER AND SEWER DETAILS - (SHEET 3 OF 3)
ORIGINAL DATE REVISION DATE
02/06/2015
01/21/2015
02/06/2015
02/0612015
02/06/2015
02106/2015
02/06/2015
02/06/2015
02/06/2015
GENERAL PROJECT NOTES
1. FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF12 FEET
BACK OF CURB AND HAVE A CLEAR SPACE OF 3 FEET FROM ANY
PERMANENT STRUCTURES.
2. DRIVEWAYS ARE NOT TO BE LOCATED OVER WATER METERS. METERS
WILL NOT BE SET IF WATER METER BOXES, SEWER CLEAN -OUTS, VALVE
BOXES OR THEIR APPURTENANCES ARE DAMAGED OR IMPROPERLY
POSITIONED.
3. DE- WATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND
MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND
PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE EXCAVATION
OR OTHER PARTS OF THE WORK AND KEEP ALL EXCAVATIONS DRY UNTIL
SUCH TIME AS PIPE LAYING AND GRADING IS COMPLETED AND
STRUCTURES TO BE BUILT THEREIN ARE COMPLETED.
4. NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN
UNBACKFILLED TRENCHES NOR SHALL IT BE ALLOWED TO RISE OVER
MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET (MINIMUM 24 HOURS).
ALL WATER PUMPED OR DRAINED FROM THE WORK SHALL BE DISPOSED OF
IN SUCH A MANNER AS TO PREVENT SILTATION AND EROSION TO ADJACENT
PROPERTY OR OTHER CONSTRUCTION.
5. NO PLANTINGS TO BE PLACED WITHIN WATER MAIN OR SEWER EASEMENTS
OR OVER WATER AND SEWER LINES.
6. SIDEWALKS SHALL NOT BE PLACED OVER WATER MAIN OR FORCE MAIN.
7. REFER TO UNION COUNTY PUBLIC WORKS WATER AND SEWER SPECIFICATIONS
AND UNION COUNTY WATER SEWER EXTENSION POLICY AND TO UNION COUNTY
WATER & SEWER EXTENSION ORDINANCE, FOR REQUIREMENTS AND ADDITIONAL
INFORMATION.
8. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING WATER AND SEWER
MATERIALS APPROVAL LIST TO ENGINEER AND UNION COUNTY PUBLIC
WORKS PRIOR TO PRECONSTRUCTION MEETING.
10. EACH LOT SHALL HAVE A 6' SIDEWALK & UTILITY EASEMENT TO UNION COUNTY
PUBLIC WORKS MEASURED FROM THE RIGHT OF WAY AS SHOWN ON PLANS. ALL
WATER METERS SHALL BE PLACED WITHIN THIS EASEMENT & NOT IN THE SIDEWALK
REGARDLESS OF HOW SHOWN ON THIS PLAN. ALL SEWER LATERALS SHALL BE
INSTALLED TO THIS UTILITY EASEMENT, TO SANITARY SEWER RIGHT OF WAY, OR TO
PDE (WHICHEVER IS FARTHEST INTO THE LOT TO BE SERVED). ALL FIRE HYDRANTS
ARE TO BE LOCATED AT THE EDGE OF SIDEWALK PER UNION COUNTY PUBLIC
WORKS STD. DETAILS REGARDLESS OF HOW SHOWN ON THIS PLAN.
9. STREET SIGNS AND STRUCTURE MONUMENTS AT SUBDIVISION
ENTRANCE WILL NOT BE BUILT OVER SEWER OR WATER MAIN
OR WITHIN THE SEWER OR WATER EASEMENT,
10. FIELD SURVEYS HAVE BEEN USED IN DESIGN OF PROPOSED SYSTEM.
11. POTENTIAL STREET TREES ARE SHOWN TO APPROXIMATE LOCATION, REMOVAL
OR RELOCATION OF TREES MAY BE REQUIRED BY THE CONTRACTOR BASED ON
FIELD CONDITIONS.
12. WATER DISTRIBUTION IS TO BE LOCATED A MINIMUM OF T FROM BACK OF CURB
UNLESS OTHERWISE INDICATED WITH A MINIMUM OF 36- COVER. (TYP.)
UTILITY PROVIDERS:
ELECTRICITY: UNION POWER COOPERATIVE
NATURAL GAS: PIEDMONT NATURAL GAS
TELEPHONE: WINDSTREAM
WATER & SEWER: UNION COUNTY PUBLIC WORKS
CABLE 1 INTERNET: TIME WARNER CABLE
* THIS LIST IS NOT ALL INCLUSIVE, OTHER UTILITIES MAY BE PRESENT ON -SITE.
CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK.
03125/2015
03/25/2015
03/25/2015
03/25/2015
03/25/2015
03/25/2015
03/25/2015
03/25/2015
K;W."A
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111111 111111 Lei ® A i A
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CONSTRUCTION PLANS
TAX PARCEL(DEED BOOK & PAGE #) 06201007C(DB.:5598 PG.:854), 062220030 (DB.:1491 PG•:224)
TOTAL ACREAGE. t 24.05 ACRES
EXISTING ZONING: O (MARVIN), PUD6 -B2 (UNION COUNTY)
PROPOSED ZONING: I -CO (CLUSTER)
TOTAL UNITS: (65'X125') 144
1.82 DU /AC
65' AT MID POINT OF LOT
20'
MIN. 5' SIDE YARD, 10' CORNER LOTS
20'
44
3 - (TWO 3/4" METERS, ONE 1.5" METER)
19,553 GAUDAY (285 GAL/DAYIUNIT X 44 UNITS) +(7013 GAL/DAY IRRIGATION)
12,540 GAL/DAY (285 GAL/DAY /UNIT X 44 UNITS) (DOMESTIC)
LEGEND
EXIST, WATER LINE _W _W
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
EXIST. SANITARY SEWER LINE
EXIST. SANITARY SEWER MANHOLE
PROP. WATER LINE
PROP. FIRE HYDRANT
PROP. WATER VALVE
PROP. BLOW OFF ASSEMBLY
PROP. WATER SERVICE
PROP. SANITARY SEWER LINE
PROP. SANITARY SEWER MANHOLE
PROP. SANITARY SEWER SERVICE
PROP. CONCRETE SIDEWALK
PROP. STORM DRAINAGE ESMT.
PROP. UTILITY ESMT.
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CONSTRUCTION SHALL BE IN ACCORDANCE WITH UNION COUNTY WATER
AND SEWER STANDARD SPECIFICATIONS AND UNION COUNTY WATER AND
SEWER EXTENSION POLICY AS WELL AS NORTH CAROLINA GRAVITY
SEWER MINIMUM DESIGN CRITERIA.
ESP ASSOCIATES, P.A. HAS VERIFIED THAT EACH LOT IS CAPABLE OF
HAVING GRAVITY SEWER SERVICE TO CENTER OF THE LOT AT FRONT
SETBACK OR MINIMUM FINISHED FLOOR ELEVATION FOR GRAVITY SEWER,
O C p m
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LICENSE NO.: •
C -0587
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TOTAL MANHOLES: 12 L a
TOTAL 8" SANITARY SEWER PIPE: 2,138 LF
TOTAL 8" WATER MAIN: 768 LF
TOTAL 6" WATER MAIN: 1,052 LF
TOTAL 2" WATER MAIN: 373 LF
ENGINEERING FIRM.
ESP ASSOCIATES, P.A.
ADDRESS:
3475 LAKEMONT BLVD.
MTK
FORT MILL, SC 29708
PHONE:
(803) 802 -2440
FAX:
[phone]
CONTACT:
DANIS E. SIMMONS, PE
EMAIL:
DSIMMONS @ESPASSOCIATES.COM
DEVELOPER:
PULTE HOME CORP.
ADDRESS:
11121 CARMEL COMMONS BLVD., SUITE 450
CHARLOTTE, INC 28226
PHONE:
704- 543 -4922
CONTACT:
CISCO GARCIA
EMAIL:
CISCO.GARCIA @PULTEGROUP.COM
REVIEW AGENCY:
UNION COUNTY PUBLIC WORKS
ADDRESS:
500 N. MAIN STREET, SUITE 500
MONROE, NC 28112
PHONE:
704 -296 -4210
FAX:
704- 296 -4231
PARCEL M
062220030, 062010070
OWNER:
LONGVIEW SOUTH, LLC.
ADDRESS:
3608 ROUND OAK ROAD
CHARLOTTE, NC 28210
CONTACT:
MITCHELL PUCKETT
PHONE:
704 -458 -1198
EMAIL:
MPUCKETT @GREENLEAFDVLP.COM
ANTICIPATED CONSTRUCTION SCHEDULE:
BEGIN CONSTRUCTION: SEPTEMBER 2015
FULL BUILDOUT: SEPTEMBER 2016
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PROJECT MANAGER:
DES
DESIGNED BY:
MTK
DRAWN BY:
MTK
PROJECT NUMBER;
BR01A02
ORIGINAL DATE:
02/06/2015
SHEET: �%
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AMBER MEADOW
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LONGVIEW SOUTH
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TAX# 06222478 \ I 24 II I �I 15 I \ \
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TAX# 06222477 PROP. RETAINING WALL (TYP) \ \ \ \
Pulte Home
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Pulte Home \ Stormwater \ \
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TAX 06222475 \ 29 \ 10 \\ — / \ PCL FILE 526
TAX PARCEL:(DEED BOOK & PAGE #) 06201007C(DB.: PG.:), 21.12 AC. OF 06222003C (DB.:1491 PG.:224)
TOTAL ACREAGE:
± 24.06 ACRES
EXISTING ZONING:
O (MARVIN), PUD6 -132 (UNION COUNTY)
PROPOSED ZONING:
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TOTAL UNITS: (65'X125')
± 44
DENSITY:
1.82 DU /AC
MIN. LOT WIDTH:
65' AT MIDDLE OF LOT DEPTH
FRONT SETBACK:
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SIDE SETBACK:
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REAR SETBACK:
20'
INDIVIDUAL WATER METERS:
44
IRRIGATION METERS:
(2) 1" METERS & (1) 1.5" METER
ESTIMATED WATER FLOW VOLUME:
12,624 GAL /DAY (285 GAL /DAY /UNIT X 44 UNITS) +(7,013 GAL /DAY IRRIGATION)
ESTIMATED SEWER FLOW VOLUME:
12,540 GAL /DAY (285 GAL /DAY /UNIT X 44 UNITS) (DOMESTIC)
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' TAMARA L. 738
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CONTACT: DANIS E. SIMMONS, PE r a
EMAIL: DSIMMONS @ESPASSOCIATES.COM 0° 0
DEVELOPER: PULTE GROUP
ADDRESS: 11121 CARMEL COMMONS BLVD., SUITE 450
CHARLOTTE, NC 28226
PHONE: 704 - 543 -4922
CONTACT: BRETT MANERY
EMAIL: BRETT.MANERY @PULTEGROUP.COM
REVIEW AGENCY: UNION COUNTY PUBLIC WORKS
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PHONE: 704 - 543 -4922
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LEGEND
EXIST. WATER LINK W W W /
EXIST. FIRE HYDRANT' /
EXIST. WATER VALVE
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EXIST. SANITARY SEWER MANHOLE
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BOXES (TYP,) 4t ••.i
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32 34 STA :1+92.71 36 W =
33 STA:1 +23.50 31• LAT r�
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PROP. 8 "X6 "X6" TEE
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PROJECT INFORMATION
PROJECT MANAGER: DES
DESIGNED BY: TWA
GRAPHIC SCALE
DRAWN BY: MTI(
16 aa' o 24' 4o PROJECT NUMBER: BR01.A02
ORIGINAL DATE: 02IU612015
( IN FEET) Know Wba'S below. SHEET:
1 inch = 40 ft. Call before pu dig. WS3.0
GRAPHIC SCALE
4• 8'
( IN FEET )
VERTICAL SCALE
1 inch = 4 ft.
37
38
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31' LAT
74' LATE
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PROJECT INFORMATION
PROJECT MANAGER: DES
DESIGNED BY: TWA
GRAPHIC SCALE
DRAWN BY: MTI(
16 aa' o 24' 4o PROJECT NUMBER: BR01.A02
ORIGINAL DATE: 02IU612015
( IN FEET) Know Wba'S below. SHEET:
1 inch = 40 ft. Call before pu dig. WS3.0
GRAPHIC SCALE
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( IN FEET )
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PROP. BLOW OFF ASSEMBLY
PROP. WATER SERVICE
PROP. SANITARY SEWER LINE
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B" GV NW OF TEE \
PROP. MH #5
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PRELIMINARY PLAT AND CONSTRUCTION PLANS
STA:1 +32.90
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WM FROM DIP TO TEE
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ORIGINAL DATE:
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PROJECT NUMBER:
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ORIGINAL DATE:
02JO612015
SHEET:
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PROJECT NUMBER:
BRQi.402
ORIGINAL DATE:
©210612015
SKEET:
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NOTE:
A 27" DIAMETER PRE -CAST
RING SHALL BE PLACED
All S 3/4" AROUND EACH VALVE BOX.
7 318':
�� ..— ..._...... 71t2" 314°
112" ._.'� � 1112'•
2112„ 71/4" 1„
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WATER
-- --- 7112" - --
TOP BOTTOM COVER
;SCREW TYPE)
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
r� SCALE:
UNION COUNTY, N.C.I j i .L # E
� 11 -17 -06
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OPTION 'A" OR "B"WILL THE AMOUNT OF BE REQUIRED, i PE N r FIELD
.i >F % ,� M VERIFIED
EXISTING
PAINT COLORS
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.i >F % ,� M VERIFIED
EXISTING
PAINT COLORS
GENERAL NOTES:
1) METER BOX LID TO HAVE AMR LOCATOR (ALLIANCE 1200 OR
BODY ...................FIRE HYDRANT RED - RUST -OLEUM ENAMEL # 1210 FIRE HYDRANT RED
BONNET ...............HIGH GLOSS WHITE - RUST -OLEUM ENAMEL # 2766
EQUAL FOR 50W ERT, STANDARD LID FOR 60W ERT)
TIRUST BLO
CAPS ....................HIGH GLOSS WHITE - RUST -OLEUM ENAMEL #2766
RESTRAINT JOINT
HYDRANTS TO BE SET AT
BURY LINE- EDGE OF R/W AT PROPERTY
VALVE BOX BEFORE METER WILL BE SET,
CORNERS
TO 54' PAST CASING
TO BE SET AT
3) METER AND ERT BY UNION COUNTY PREVAILING RATE
Q
EXIST. GRADE
p LEVEL
TAPPING( SLEEVE
VALVE BOX BY
BUILDER /PROPERTY OWNER
6" MECHANICAL JOINT
6" DUCTILE IRON GATE VALVE
VALVE
U)
BURY LEADER WITH
O
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COPPER TRACER WIRE
or
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NO. 67 MECHANICAL JOINT
WASHED
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O O
1 I i L
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18" x 18" x 6" A MINIMUM OF 6" OF CONCRETE
L°'
Lli
WILL BE PLACED UNDER THE BASE
W
)WITH LOCK WINGS)
STANDARD DETAIL
ENCASEMENT
OPTION "B"
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C.
W
I I
1=IRE HYDRANT INSTALLATION
SCALE:
214
AMR METER
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OPTION 'A" OR "B"WILL THE AMOUNT OF BE REQUIRED, i PE N r FIELD
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EXISTING
WATER MAIN
GENERAL NOTES:
1) METER BOX LID TO HAVE AMR LOCATOR (ALLIANCE 1200 OR
EQUAL FOR 50W ERT, STANDARD LID FOR 60W ERT)
TIRUST BLO
KING
RESTRAINT JOINT
2) BUILDER /PROPERTY OWNER TO INSTALL NIPPLE, VALVE AND
PIPE FROM VALVE
VALVE BOX BEFORE METER WILL BE SET,
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TO 54' PAST CASING
3) METER AND ERT BY UNION COUNTY PREVAILING RATE
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TAPPING( SLEEVE
VALVE BOX BY
BUILDER /PROPERTY OWNER
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)WITH LOCK WINGS)
ENCASEMENT
OPTION "B"
TIE IN - DI, RESTRAINT JOINT DETAIL
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UNION COUNTY, N.C. SLEEVE N.T. ,
DATE:
11-17-06
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GENERAL NOTES:
1) METER BOX LID TO HAVE AMR LOCATOR (ALLIANCE 1200 OR
EQUAL FOR 50W ERT, STANDARD LID FOR 60W ERT)
2) BUILDER /PROPERTY OWNER TO INSTALL NIPPLE, VALVE AND
VALVE BOX BEFORE METER WILL BE SET,
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3) METER AND ERT BY UNION COUNTY PREVAILING RATE
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TRANSMITTER
VALVE BOX BY
BUILDER /PROPERTY OWNER
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TRACER WIRE
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CLEARANCE (
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BRASS NIPPLE BY
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UNION COUNTY PUBLIC WORKS DEPART MENT
STANDARD DETAIL
sc N.TT.S. .S.
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UNION COUNTY, N.C.
METER
INSTALLATION FOR
AMR MET ERS
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PROJECT INFORMATION
PROJECT MANAGER:
DES
1-2-14_
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DRAWN BY:
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PROJECT INFORMATION
PROJECT MANAGER:
DES
DESIGNED BY:
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DRAWN BY:
MTK
PROJECT NUMBER:
BRO1.402
ORIGINAL
DATE:
02/06/2015
SHEEP:
PRELIMINARY PLAT AND CONSTRUCTION PLANS WS4mO I

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THREE COURSES OF
- 74=, _ GRADE RINGS MAXIMUM
18" MAX,
a-j-
STRAIGHT WALL OF M.H.
TO BE LOCATED OVER INLET
5' 0" FOR PIPES
OVER 18"
4' - 0" FOR PIPES
18" & SMALLER
PRECAST INVERTS ONLY
a
5" SCH 40 STEEL PIPE
WITH EPDXY COATING
RUST -OLEUM 9335 ABOVE GRADE
9578 BELOW GRADE - 9373 PRIMER
'C 69"
1/4 " MESH SCREEN
1/4" x 2 " STAINLESS STEEL STAPS
2' - 0" O.C. FROM BASE
2- 3/4 " x 3 " S.S. ANCHOR
BOLTS PER STRAP
2'x2'x2'
CONCRETE ANCHOR
. y
. GENER41. NOTES:
A JOINT/SEAM WR P INS A
(1) 1 ROLL OF MASTIC AND A 6" EXTERNAL LED ON EACH MANHOLE SECTION A INSTALLED
S I A S ARE CONNECTED BUT BEFORE I
2 MANHOLE VACUUM TESTING -AFTER EACH MANHOLE I INSTALLED AND ALL PIPE EF RE BAC�{F LUNG THE MANHOLE SHALL BE VACUUM !TESTED.
I } ALL PIPES ENTERING THE MANHOLE SHALL BE PLUGGED AND BRACED, THE CONTRACTOR SHALL FURNISH ALL MATERALS, LABOR AND EaUIPMENT NECESSARY TO PERFORM
THE TESTING. A VACUUM OF 10 INCHES OF MERCURY SHALL BE CREATED ON THE INSIDE OF THE MANHOLE, AT THE VACUUM OF 10 INCHES OF MERCURY, THE PUMP SHALL
BE STOPPED AND THE TIME SHALL BE MEASURED FOR THE VACUUM TO DROP TO 9 INCHES, FAILURE OF THE TEST SHALL BE ANY AMOUNT OF TIME LESS THAN THE FOLLOWING.
4 FT. DIAMETER MANHOLE = 69 SECONDS
5 FT, DIAMETER MANHOLE = 75 SECONDS
6 FT, DIAMETER MANHOLE = 94 SECONDS
7 FT, DIAMETER MANHOLE =105 SECONDS
8 FT. DIAMETER MANHOLE =124 SECONDS
14 FT, DIAMETER MANHOLE =154 SECONDS
UPON TEST FAILURE, THE CONTRACTOR SHALL REPAIR ALL LEAKS AND RETEST THE MANHOLE UNTIL THE TEST HAS PASSED.
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE:
UNION COUNTY, N.C. ri A N H Q E E
N.T.S. - 10
7 -31 -14
mm
EN
GRAVIT Y SE :ER - BEDDJNG GETAIL
s
pre _ 3" .Lg tt
Tt 1 V
f
RTES;
CAREFULLY WH A ''
I
SECT BACK FILL_1 FT.
FQ,R.jlllC -- USE $.DR 35 FOR 10 Fl. BR :LES ,
>
ABOVE. TOP Of PIPE '
4 "x4 "x8' {MIN) POST TO BE
USE S -26 FqR W. T, 4R MCap�:
2, PLUMBER SHALL HAVE THE OPTION TO INSTALL A ONE 1
REMOVED AFTER CONNECTION
USE.D.UtTTILEIRD - I.F U L 0 3 FT DEEP
7 STONI
TO BUILDING PLUMBING
OVER: OR 1:FTP:
TRENCH DEPTH OR INSTALL THE SEWER SERVICE MIN PROTECTOR I I
{SEE NOTE 1)
Rio; t1 NES LAMR1 THAN 4 £iT STONY
T
ATERAL FROM THE 4" STUB OUT. . RfNG i I
FINISHED GRADE
CONCRETE 4" 1/2 OF
STONE
PIPE DIA.
CLASS C
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CLASS A
1
CLASS B
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NOTES:
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: CA FI L1 Y CB.MPACTE '
I
ALL CONCRETE = 3000 PSI
SEL T ACK 'FILI. ? FT,
MIN
OR
ALL STONE = N.C.D.O.T, NO, 67
ASOW TOP CIF PIPE
:UICTILE IR7N.CLASS 35.4
UNION COUNTY PUBLIC WORKS DEPARTMENT
4O1.LIHE - HAND TAMP
!
STANDARD DETAIL
4" SCH. 40 -• 1/8 BEND OPTIONAL 4" SCH. 40 COMBINATION
EARTH
I
Nil. STONES, .ARIGER THAN t 6.1 STQI E
SOLVENT WELD CONNECTION (TYP) WYE TO BE INSTALLED
°
UNION COUNTY, N.C.
Si .L IBE.:1 i;C1 Ili SELECT Ei�FIL.
PIPE BEDDING
DATE:
u
LENGTH VARIES DEPENDING ON TO (BUILDING'S FLOOR
.FORCE :A
11- 17• -06
UN % COUNTY PUBI,3'C WORKS. DEPARTMENT
UN10N O1fiY,
mm
EN
R? S II L�'f`f€.R I
SSEii' FLt1Sli:r
:C�4ti LCSGKS:
is�7'ATi.
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GRAVIT Y SE :ER - BEDDJNG GETAIL
s
pre _ 3" .Lg tt
Tt 1 V
f
RTES;
CAREFULLY WH A ''
I
SECT BACK FILL_1 FT.
FQ,R.jlllC -- USE $.DR 35 FOR 10 Fl. BR :LES ,
>
ABOVE. TOP Of PIPE '
4 "x4 "x8' {MIN) POST TO BE
USE S -26 FqR W. T, 4R MCap�:
2, PLUMBER SHALL HAVE THE OPTION TO INSTALL A ONE 1
REMOVED AFTER CONNECTION
USE.D.UtTTILEIRD - I.F U L 0 3 FT DEEP
7 STONI
TO BUILDING PLUMBING
OVER: OR 1:FTP:
TRENCH DEPTH OR INSTALL THE SEWER SERVICE MIN PROTECTOR I I
{SEE NOTE 1)
Rio; t1 NES LAMR1 THAN 4 £iT STONY
T
ATERAL FROM THE 4" STUB OUT. . RfNG i I
FINISHED GRADE
SHALL D.E U$'ED IN SELECT BkCKA L
3. ALL CONSTRUCTION BY THE PLUMBER, EITHER OPTION 1
CLASS C
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TAM 'IN
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SEL T ACK 'FILI. ? FT,
MIN
OR
ASOW TOP CIF PIPE
:UICTILE IR7N.CLASS 35.4
WITH PRbTECTE0
4O1.LIHE - HAND TAMP
!
4" SCH. 40 -• 1/8 BEND OPTIONAL 4" SCH. 40 COMBINATION
EARTH
I
Nil. STONES, .ARIGER THAN t 6.1 STQI E
SOLVENT WELD CONNECTION (TYP) WYE TO BE INSTALLED
°
- - --
- - - - - -�
Si .L IBE.:1 i;C1 Ili SELECT Ei�FIL.
BY BUILDER'S PLUMBER.
E
u
LENGTH VARIES DEPENDING ON TO (BUILDING'S FLOOR
.FORCE :A
I
UN % COUNTY PUBI,3'C WORKS. DEPARTMENT
UN10N O1fiY,
DEPTH OF SEWER MAIN TO ELEVATION (SEE NOTE 2)
TO BUILDING (SEE NOTE 3)
STANDARD DETAIL
;
I
E E RD] N: 6
SCALE:
DATE;
.C.
L?
OPTION 1
Iw -- DISTANCE VARIES ---- -- I
(SEE NOTE 3)
R? S II L�'f`f€.R I
SSEii' FLt1Sli:r
:C�4ti LCSGKS:
is�7'ATi.
COV
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of x"' (P) CL13SED FllCKHj2LES;
3/4` 149rm1 LETTERS,
CRECMED FLUSH?
BOTTOM( VIEW
21 - :1114"
1 -1i 314
"TENT PIPE
NOTES:
1, NO PIPE SHALL BE SUPPORTED BY BELL,
2. END SECTIONS LESS THAN 4' MAY BE UNSUPPORTED.
3. WALL THICKNESS AS PER TABLE UNLESS OTHERWISE SHOWN ON PLAN.
4, MASONRY SEAL AT ENDS -- 2' x 4" WEEP HOLE: AT LOW END
5. ALL PRESSURE PIPES 70 HAVE TRACING WIRE IN ALL CASING BORES,
SPIDER SUPPORT AND SPACER AVAILABLE
FROM SPIDER MANUFACTURING, INC. INSTALL
PER UNION COUNTY INSPECTOR AND PER
MANUFACTURERS SPECIFICATIONS,
CONTRACTOR, RESPONSIBLE FOR
INSPECTING; MATERIALS AND WELDS
TO INSURE ALL SPIDERS WILL
FUNCTION PROPERLY.
NOTES: ESMT /R /W LINE - - -- 4" CLEAN
OUT EXTENSION
TO BE LOWERED
AFTER
1. THE CLEAN -OUT SHALL BE ADJUSTED TO GRADE CONNECTION
TO BUILDING PLUMBING
AND THE POST REMOVED BY THE PLUMBER UPON
CONNECTION TO THE TAP.
I I
4 "x4 "x8' {MIN) POST TO BE
2, PLUMBER SHALL HAVE THE OPTION TO INSTALL A ONE 1
REMOVED AFTER CONNECTION
PIECE 4" SCH, 40 COMBINATION WYE TO MINIMIZE '24" CONCRETE I
TO BUILDING PLUMBING
TRENCH DEPTH OR INSTALL THE SEWER SERVICE MIN PROTECTOR I I
{SEE NOTE 1)
T
ATERAL FROM THE 4" STUB OUT. . RfNG i I
FINISHED GRADE
3. ALL CONSTRUCTION BY THE PLUMBER, EITHER OPTION 1
OR OPTION 2, SHALL BE INSPECTED AND APPROVED j / / :. • '' ,:
i ��\%� ' •.
'
/
�
BY UNION COUNTY PLUMBING INSPECTOR UNDER A , ^/�
VALID PLUMBING PERMIT,
4. CONTRACTOR OR UNION COUNTY PUBLIC WORKS 4° PVC FEMALE
ALE
PERSONNEL MAY ADJUST SERVICE LATERAL ELEVATION ADAPTOR WI
3.0'
WITH FITTINGS IF ADEQUATE GRADE EXISTS. 40 PLUG
MIN
5. LATERAL CONNECTIONS TO MANHOLES MUST BE
CORED AND BOOT INSTALLED, 4" SCH. 40 PVC
4" SCH. 40 -• 1/8 BEND OPTIONAL 4" SCH. 40 COMBINATION
SOLVENT WELD CONNECTION (TYP) WYE TO BE INSTALLED
°
- - --
- - - - - -�
BY BUILDER'S PLUMBER.
TO BUILDING
/�-
4" SCH. 40 PVC NIPPLE. IF ADEQUATE GRADE EXISTS
BY PLUMBER
LENGTH VARIES DEPENDING ON TO (BUILDING'S FLOOR
OPTION 2
DEPTH OF SEWER MAIN TO ELEVATION (SEE NOTE 2)
TO BUILDING (SEE NOTE 3)
MINIMIZE ADDITIONAL BENDS,
BY PLUMBER
4" SCH, 40 COMBINATION WYE
OPTION 1
Iw -- DISTANCE VARIES ---- -- I
(SEE NOTE 3)
SDP 35 PVC 8x8x4 WYE
— — — ----y
INSTALL ROTATED 45° FROM
- - - - - - �i
1% MIN. SLOPE
THE SPRING LINE 12°
SPRING LINE
45°
4" SCH. 40
GRAVITY SEWER MAIN
PVC CAP ON
(SEE SPECIFICATIONS)
4" STUB OUT
UNION COUNTY PUBLIC WORKS DEPARTMENT
STANDARD DETAIL
SCALE:
UNION COUNTY, N.C.
SEWER LATERAL
PATE:
2/19 -14
of x"' (P) CL13SED FllCKHj2LES;
3/4` 149rm1 LETTERS,
CRECMED FLUSH?
BOTTOM( VIEW
21 - :1114"
1 -1i 314
"TENT PIPE
NOTES:
1, NO PIPE SHALL BE SUPPORTED BY BELL,
2. END SECTIONS LESS THAN 4' MAY BE UNSUPPORTED.
3. WALL THICKNESS AS PER TABLE UNLESS OTHERWISE SHOWN ON PLAN.
4, MASONRY SEAL AT ENDS -- 2' x 4" WEEP HOLE: AT LOW END
5. ALL PRESSURE PIPES 70 HAVE TRACING WIRE IN ALL CASING BORES,
SPIDER SUPPORT AND SPACER AVAILABLE
FROM SPIDER MANUFACTURING, INC. INSTALL
PER UNION COUNTY INSPECTOR AND PER
MANUFACTURERS SPECIFICATIONS,
CONTRACTOR, RESPONSIBLE FOR
INSPECTING; MATERIALS AND WELDS
TO INSURE ALL SPIDERS WILL
FUNCTION PROPERLY.
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCAL
UNION COUNTY, N.C. PIPE E N C A c- T 1+
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PRELIMINARY PLAT AND CONSTRUCTION PLANS
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCAL
UNION COUNTY, N.C. PIPE E N C A c- T 1+
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PRELIMINARY PLAT AND CONSTRUCTION PLANS

UNDISTURBED EARTH
12" -,- L
CONCRETE
ZKOM
0
DITCH BANKS
PLAN ___ L50 -SENDS
ALSO 90. 22 if2° 11 t/2°
DITCH WANK
H CONCRETE
HI2u I \_UNDISTURBED
EARTH
ELEVATION AT FITTINGS
DITCH L
BANDS
MAX 45` CONCRETE
I
�f
UNDISTURBED
EARTH
DITCH
BANKS
PLAN TEL
CONTRACTOR SHALL USE TIE RODS TO SHIM AS NECESSARY
SECURE VERTICAL BENDS
DITCH
?� MIN. ` 1t2 CU. YD
UNDISTURBED EARTH 0 CONCRETE
VERTICAL BEND
UN:ON COUNTY PUBLIC WORKS DEPARTMENT SCALE:
T : UN:ON COUNTY, N.C. THRUST BLOCK D E
- - 11 -17 -0E
GENERAL NOTES
(1) RPZ SHALL BE INSTALLED FOR CUSTOMER APPLICATIONS
APPROVED BY UNION COUNTY PUBLIC WORKS.
(2) REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION
ASSEMBLY SHALL COMPLY WITH ASSE 1013 & AWWA C511
fFEBCO 825Y, WILKINS MODEL 975XL, HERSEY MODEL FRPII OR'EQUAL >,
(3) OWNER SHALL PROVIDE WRITTEN CERTIFICATION TO THE
COUNTY THAT THE RPZ HAS BEEN TESTED BY A CERTIFIED
BACKFLOW PREVENTION TECHNICIAN AFTER INSTALLATION.
(4) BACKFLOW PREVENTION ASSEMBLY SHALL BE REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
CENTERED ON CONCRETE OR APPROVED FIBERGLASS VARIES
MOUNTING PAD AND CENTERED WITHIN ENCLOSURE. (SEE MANUFACTURER); CLASS i OR CLASS 2, ARSE
1060 INSULATED WEATHERPROOF
(5) REDUCER PRESSURE ZONE ASSEMBLY SHALL BE ABOVE ENCLOSURE ANCHORED TO
GROUND CINLY, CONCRETE OR APPROVED
t6) BACKFLOW PREVENTION) ASSEMBLY SHALL BE INSTALLER (� 4. j FIBERGLASS MOUNTING PAD
OUTSIDE OF THE RIGHT OF WAY, MAXIMUM OF 5 FEET. I CLEARANCE
(7) PIPE MATERIAL SHALL BE BRASS (ASTM 843). w
(S) INSTALLATION SHALL BE IN COMPLIANCE WITH ALL
APPLICABLE COUNTY ORDINANCES AND SPECIFICATIONS
IN ADDITION TO THE N.C. PLUMBING CODE, a
(9) PROPERTY OWNER SHALL BE RESPONSIBLE FOR
MAINTENANCE AND OPERATION OF BACKFLOW
ASSEMBLY AND COMPLIANCE WITH REPORTING AND
TESTING REQUIREMENTS.
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BRASS TO
120 VOLT GFCI
ELECTRICAL RECEPTACLE
-THREADED
PROJECT MANAGER:
111/42 BEND
UNION
452 BEND
902 BEND
TEE
TEST PRESSURE
PIPE SIZE
MINIMUM
H
-DRAIN PORT - PROVIDE
H
L
POSITIVE DRAINAGE OUT OF
ti BALI...
H
ENCLOSURE [MINIMUM TWICE
VALVE
(P.S.i.i
THE SIZE OF RPZ)
13.,
"0'
23„
1101.
4° 300+0 PSI CONCRETE
=1111 IIII�III I SLAB, DIMENSIONS PER
�._ I(jI�IIIr��P= III
2,9„
BOX MANUFACTURER
\_- MINIMUM &'
SPECIFICATIONS
CIPENING
MINIMUM 2'
1,6,.
ANNULAR AREA
2,3„
E�LfiOJ
TO`
D
410„
FLOW
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT REDUCED PRESSURE 7f1N ASSEMBLY SNCT..� z-
UNION COUNTY, N.C. iC L1 i 1 L LJ I i L J rJ k1 Ili 2L +ltJt J L I I U L I DATE
(3/411
i - ) 12- 13 -13
ANCHORAGE SCHEDULE
PROJECT MANAGER:
111/42 BEND
22 1122 BEND
452 BEND
902 BEND
TEE
TEST PRESSURE
PIPE SIZE
L
H
W
H
L
H
L
H
L
H
(P.S.i.i
.,
13.,
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23„
1101.
2,6"
1,6„
2,9„
1,6„
TO"
`6"
200
1,6,.
1'3"
2,3„
1,6"
TO`
1161,
410„
1,6„
3aW,
1>6„
300
8,.
1.6,.
­6'
2,6„
1.911
3101.
TO„
319"
2.0„
2,6„
TO"
200
2,0„
,a6,:
3,0„
2:0„
3.9„
29„
4'6"
2,6„
3,6„
23"
300
2,6„
„9,.
4'0"
2.3.,
4,3„
TO"
510"
3.3.,
4,0„
TO"
200
12"
3.6„
2,0„
5,3„
2,6„
6,0"
3.3„
TO"
3,6„
5.0"
3'6"
300
3,0„
1'0.:
4.0"
310„
4,6,.
3.9,.
6,0"
3191,
4,6,.
3,6"
200
14"
4:0,1
2'6"
53"
3,6„
6,0.,
4:3"
6,6..
510„
51011
5'0"
300
16"
3.0,.
,9„
T9"-
4.6,.
3,6.,
5,0,.
4:6,.
T,O..
43,.
510„
4'0"
200
4,0.,
3,0„
6'3"
3'9"
6,5„
5,3"
8101,
5,3„
.T,6„
4'0"
300
THRUST BLOCK DIMENSIONS BASED ON SOIL BEARING CAPACITY
OF 2000 P.S.F. AND A WATER TEST PRESSURE OF 150 P.S.I. SIZES OF THRUST
BLOCKS MAY BE REVISED BY THE ENGINEER WHERE BEARING CAPACITY
OF SOIL VARIES.
PROVIDE TAR PAPER JOINT BETWEEN CONCRETE THRUST BLOCK AND
POR 6ION OF PIPE BEING ANCHORED..
ALL CONCRETE THRUST BLOCKS SHALL BE 2500 P.S,i. CONCRETE.
MAXIMUM VERTICAL DEFLECTION SHALL BE 22 1i2
JOINTS SHALL REMAIN FREE OF CONCRETE FOR INSPECTION, REPAIR OR
REPLACEMENT OF JOINTS.
UNION OU ° PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C. THRUST BLOCK SPECIFICATIONS"
17
Anti --seep collars may be. constructed with class B concrete or compacted c;ay. the compacted clay shall have a
specific discharge of 1 X 10- Scmisec or less. The fallowing specifications apply to class B concrete:
a, Minim um cement content, sacks per cubic yard with rounded course aggregate 5.0
b. Minimum cement content, sacks per cubic yard with angular course aggregate 5.5
c. Maximum water - cement ratio gallons per sack 6.8
d. Slump range 2" to 4"
e. Minimum strength - 28 day psi 2,580
NOT TO EXCEED 40 FEET
PLAN
CONCRETE OR
COMPACTED CLAY
0
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE
;
UNION COUNTY, N.C. DATE : ANTI-SEEP COLLAR DETAIL 11-17-0' /)
PRELIMINARY PLAT AND CONSTRUCTION PLANS
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PROJECT INFORMATION
PROJECT MANAGER:
DES
DESIGNED BY:
MTK
DRAWN BY:
MTK
PROJECT NUMBER:
BR01.402
ORIGINAL DATE:
1 02/0612015
SHEET:
WS42