20071815 Ver 1_Stormwater Site Plans_20080118

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WAKE FOREST, NORTH CAROLINA
CONSTRUCTION PLANS
M FIELDS RD.
VICINITY MAP
1000 2000
( IN FEET )
1 inch = 1000 ft.
CONDITIONS OF APPROVAL RZ -07 -06
1. GRADING•OF PROPERTY SHALL BE LIMITED TO AREAS FOR ROADS, UTILITIES, AND
BUILDING AREAS. MASS GRADING OF SITE IS PROHIBITED.
2. HEAVY CONSTRUCTION TRAFFIC SHALL USE NORTH MAIN STREET FOR ACCESS TO THE
SITE.
3. PRESERVE IDENTIFIED LANDMARK TREES LOCATED ON THE PROPERTY AS SHOWN ON
MASTER PLAN.
4. ALL BUFFERS SHALL REMAIN NATURAL AND UNDISTURBED. SUPPLEMENTAL PLANTINGS
SHALL BE REQUIRED IN OPEN AREAS WHERE EXISTING VEGETATION DOES NOT MEET
THE REQUIREMENTS OF THE ZONING ORDINANCE.
5. PROVIDE RIGHT -OF -WAY DEDICATION ALONG NORTH MAIN STREET AND CONSTRUCT
ROADWAY IMPROVEMENTS PER THE WAKE FOREST TRANSPORTATION PLAN.
8. CONSTRUCT ROAD IMPROVEMENTS AS RECOMMENDED IN THE TRANSPORTATION
IMPACT ANALYSIS.
7. DEDICATE RIGHT -OF -WAY, CONSTRUCT ROAD AND UTILITY IMPROVEMENTS AND
PROVIDE STREAM CROSSING TO THE PROPERTY TO THE NORTH AS SHOWN ON THE
MASTER PLAN PER THE AGREEMENT WITH THE DEVELOPER AND ADJOINING PROPERTY
OWNER.
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IMPROVEMENT QUANTITIES
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SAN 1 B 2008
NE'Iiµus° o WATER
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ATTENTION CONIRAUORS
The Construrlion fonhnrbr responsible for the extension of voter and sewer, as approved in
these plans, a responsible for -w-ft the fe►drol Engineerfig Deparlmenf at 857 -4548,
and the Pubk IMftes DeporimeM at 857 -4540 at least hren ur hous prior to beginning
NOTE:
1." 7k" SIGNIFIES REVIEW & APPROVAL BY THE CITY OF RALEIGH
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PHASE NUMBERS
1 and #2
#1 and #2
LOT NUMBERS BY PHASE #1
1 1: 1 1 : 1' 1 I : I I I 1 ► 1 11 : 1 1
1 -9 (9)---
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21 -37 17
21 -37 17
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47 -73 27
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- �__ • NDITIC�NS PLAN
EXISTING CU
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38-46 9
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SITE PLAN
74 -90 17
74 -90 17
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vffi0:410 r `, 1 IP.41 10
104
NUMBER OF UNITS
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�16nmomil H10
PUBLIC OPEN SPACE
0
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VERALL STORM
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DRAINAGE PLAN
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PLAN & PROFILE
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EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW IN NO WAY
ENGINEER FOR THE
LIMITS THE RESPONSIBILITY OF WAKE OF THE OWNER TAND ENGINEER
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NOTE:
1." 7k" SIGNIFIES REVIEW & APPROVAL BY THE CITY OF RALEIGH
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PHASE NUMBERS
1 and #2
#1 and #2
LOT NUMBERS BY PHASE #1
1 -9 9
1 -9 (9)---
6Z, C;;7 -on
0 U 0
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21 -37 17
21 -37 17
Mr, q-P rM m
pogo
47 -73 27
47 -73 27
F
91 -104 14
91 -104 14
LOT NUMBERS BY PHASE #2
10 -20 11
10 -20 11
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38-46 9
38-46 9
74 -90 17
74 -90 17
TOTAL NUMBER OF LOTS
104
104
NUMBER OF UNITS
0
0
PUBLIC OPEN SPACE
0
4912 AC
PRIVATE OPEN SPACE
0
3.07 AC
PUBLIC WATER 6 FLF)976
(LF)
0
PUBLIC WATER 8 LF
2o588 (LF)
0
PUBLIC WATER 12 " (L.F )
2, 07 (LF)
0
PUBLIC SEWER 8 PVC (LF)
31597 (LF)
0
PUBLIC SEWER 8 DIP (LF)
10467 LF
0
PUBLIC STREET (LF)
0
51,830 LF
PUBLIC SIDEWALK (LF)
0
71100 LF
NOTE:
1." 7k" SIGNIFIES REVIEW & APPROVAL BY THE CITY OF RALEIGH
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The City of Raleigh consents to the connection and extension
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City's Public Utilities Handbook.
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ALL PUBIC FACILITIES, INCLUDING UTILITIES, SIDEWALKS,
ALL
STREETS AS SPECIFIED BYETOWN STANDARDS. �THESE
APPROVED BY THE TOWN OF WAKE
FACILITIES HAVE BEEN
FOREST AND SHAH BE SO INSTALLED UNLESS A
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CHANGE IS APPROVED BY THE TOWN OF WAKE FOREST.
REVIEW ENGINEER DISCWMER
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EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW IN NO WAY
ENGINEER FOR THE
LIMITS THE RESPONSIBILITY OF WAKE OF THE OWNER TAND ENGINEER
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OF RECORD WITH REGARD TO COMPLIANCE WITH ALL
FEDERAL, STATE, AND LOCAL STANDARDS AND/OR
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' �'- ' -' -� - 3cSi �
CONDITIONS.
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OWNER CERTIFICATE
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OWNER HEREBY CERTIFIES AND AGREES TO TAKE SUCH
AC710N AS MAY BE REQUIRED BY THE TOWN OF WAKE
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FOREST TO CORRECT ANY ERRORS,, OMISSIONS OR
NONCOMPLIANCE WITH TOWN STANDARDS AND /OR
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CONDITIONS DESCRIBED IN THIS CONSTRUCTION PLAT,
INCLUDING RE- SUBMISSION OR RE- EXECUTION OF THIS
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CONSTRUC110N PLAT WITH THE APPROPRIATE
CORREC110NS AND /OR REVISIONS.
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PUBLIC
Sewer Collection Extension System
PUBLIC
Water Distribution Extension, System
The City of Raleigh consents to the connection and extension
The City of Raleigh consents to the connection and extension
of the City's public sewer system as shown on this plan,
The material and construction methods used for this project
of the City's public water systern as shown on this plan,
The material and construction methods used for this project
shall conform to the standards and specifications of the
shall conform to the standards and specifleations of the
City's Public Utilities Handbook.
City's Public Utilities Handbook,
My of Roleigh
Public udlltisi Dqwbiwit Peni #
Oft
t rtntent Fermi
Comp ucoon App VAI
Constmtion *Naval
Dote -
Dot
4
1 -18 -08
OWNER DATE
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
BY THE TOWN OF WAKE FOREST
PUBLIC WORKS & UTILITIES DATE-
ENGINEERING DEPARTMENT DATE
FIRE PREVENTION DATE
SUBDIVISION AC ATOR DATE
CITY OF, RALE U11UTIES DATE
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01-18-2008
Peter D. Froccaroli
PROFESSIONAL ENGINEER
THE MEADOWS
CONSTRUCTION PLANS
IN
Wake Forest
North Carolina
Wake County
COVER SHEET
JANUARY 18, 2008
in
UN
0
SIONS&
N0,
DATE
DES C.
1
0 -19 -07
1 st DWQ SUBMITTAL
2
0 -26 -07
2nd DWQ SUBMITTAL
3
0 -31 -07
INITIAL WF CP SUBMITTAL
4
1 -18 -08
3rd DWQ SUBMITTAL
DWQ
SUBMITTAL SET
PREPARED FOR:
1ST AMERICAN BUILDERS
2514 Reliance Avenue
Apex, North Carolina 27539
919 - 303 -8525
� BSC G�t1P
701 Corporate Center Dr., Suite 163
Raleigh, North Carolina
27607
919- 854 -0811
Q 2008 BSC Group, Inc.
FILE:
DWG. N0: C.0.0
JOB. N0: 06020.00 SHEET 1 OF 36

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L 1
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38.92',__
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7.55'
L3
S72* 1 4" 57 T
61.74'
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20,23'
L5
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L7
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37*08'
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S83*34 09"E
17.04'
L9
S49*36'29"E
1 4.23'1 1
L10
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14,65'
L11 I
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34*03'
L12 -1
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S43*28'54 E ____
- 1 8*93'
L13
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27.15'
L14
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9,03'
L15
S14#26'40"E ONNEEMN
12633
L16
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S49* 1 0'50 to E
58,201
L17
S79*45"41 "E
29.25' 1
L18
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58.25'
L19
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- 27o53'
L21
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27o39'
L22
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79.96'
L23
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L24
S05"51'21"E
33.77'
L25
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39.37'
L26
S08#25'29"E
16.09'
L27
S69'054'07"E
25.041'
m L28
S85* 1 4`00"'E
1 1.47'
L29
I S52*2 1'47"E
36.08'
L30
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19*69'
L31
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L32
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12*84'
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14.17'
L34
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21.90 9
L35
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39.0 2'
L36
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31 s 1 5'
L37
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L38
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33.89 1
L39
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52,83'
L40
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37,67'
L41
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17.7T'
I L42
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L43
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21.37'
L44
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67o64'
L45
S67*10"52"E
26,19'
L46
S60*08'0
53.37'
L47
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42.7 6'
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58.�8'
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20.63'
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I L51
S38* 1 1'45"E
43.80'
L52
S79'038" 1 5"E
50s33'
. L53
S59'27"56"E
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39,00'
F L54
I ---S37#32'1 0'*W -
50674 1
I
ADJACENT PROPERTY OWNER TABULATION .
(INCLUDING PROPERTIES IN ADJACENT OLDE MILL STREAM SUBDIVISION ON THE WEST SIDE OF THE PROJECT.
OTHER ADJACENT PROPERTIES INFORMATION IS NOTED ON THE PLAN.)
-
LOT # PIN # LAND USE ZONING N/F PROPERTY OWNER
1
46 1841780339 SINGLE FAMILY R-10 DIERKESs, JODY L .
45 11841780582 SINGLE FAMILY R-10 GIBSON, - BRUCE GORDON
44 1841689577 VACANT R-10 GIBSON, BRUCE GORDON
43 1841688661 SINGLE FAMILY R-10 DEOBALDs, W1LLIAM B. AND SUZZANE M.
42 1841687655 SINGLE FAMILY R-10 HAMP, DIRK PAIGE HOLLAND
41 1841686659 SINGLE FAMILY R-10 KILLIAN, SUSANNE AND THOMAS M.
40 18416a5773 SINGLE FAMILY CU R-10 SCHILFs KEVIN Do AND SMANATHA Hs ,
39 1841684768 VACANT R-10 NETHERWOOD MOORE LLC
16 1841685909 SINGLE FAMILY R-10 WEST, N ATH AN T. AN D TERESA W.
17 1841696033 SINGLE FAMILY R-10 SCHAFERt CHRISTOPHER M. AND ELAINEM.
18 1841696191 SINGLE FAMILY CU R-10 PICINIC, DANIEL As AND FRANCES
19 1841697119 SINGLE FAMILY CU R-10 TATOR, DONALD J. AND ELIZABETH C.
20 1841697226 SINGLE FAMILY R-10 BOND, EDWARD G JR . 1
21 1841697825 SINGLE FAMILY CU R-10 MADDOXs SCOTTH, AND BRENDA P.
22 1841697449 SINGLE FAMILY CLI R-10 NAGY, ELIZABETH A.
23 1841697558 SINGLE FAMILY R-10 THOMAS, AARON AND TONYA UDUNI SUDARIKA
37 1841697666 SINGLE FAMILY R-10 MITCHELLs JAMAL K. AND PUB
38 1841697764 SINGLE FAMILY R-10 CHAVEZt JUAN N. AND ANNETTE T.
39 1841697861 SINGLE FAMILY R-10 MCGOWANs JOHN AND JUDY
40 1841697858 SINGLE FAMILY R-10 BEARDs ORAL FRANKLIN
41 1841697955 SINGLE FAMILY R-10 EFSTATHAKISs GEORGE N. AND DORIS H.
42 SINGLE FAMILY R-10 FRYOR, ADAM AND CHELSEA
43 1842607154 SINGLE FAMILY R-10 CHANGs SUSAN AND JAMES CHO
44 VACANT R-10 MILL CREEK ASSOCIATES INC.
58 . VACANT R-10 POWELL & CO INC
57 SINGLE FAMILY R-10 MILLIGAN, STEVEN G AND MARIANNE M,
56 SINGLE FAMILY R-10 ZINNOs WILLIAM C AND JANICE L.
55 1842700431 SINGLE FAMILY R-10 WOLFORDs STEVEN ALLEN AND LEANNE HIGH
54 1842700541 SINGLE FAMILY R-10 DEMOLLs JOSHUA AND JILLIAN T.
�
EXISTING CONDITIONS N 0 T E S ___ - ___
1, ZONING OF PROPERTY IS C.U, R-10 AND C.U. R-89 1
2. THIS SITE IS NOT LOCATED IN FEMA DESIGNATED FLOODPLAIN PER DIGITAL DATA PROVIDED BY
WWW.NCFLOODMAPS.COM AND IS REFERENCED BY NORTH CAROLINA FIRM MAP # 3720184100K AND #
3720184200K ADOPTED MAY 21 2006.
3. BOUNDARY CLOSURE PERFORMED BY BSC RICE ASSOCIATES. EMSTING TOPOGRAPHY,o ADJOINING LOTv
AND SOIL INFORMATION RECEIVED FROM WAKE COUNTY GEOGRAPHIC INFORMA11ON SERVICESs TOPOGRAPHIC
AND CADASTRAL. DXF FILESs DATED MARCH 1999. STREAM DETERMINATION WAS PERFORMED BY SOIL &
ENVIRONMENTAL CONSULTANTS, PAs AND REVIEWED BY THE USACE ON SEPTEMBER 60 2006.
4. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ,ARE BASED ON ABOVEGROUND
STRUCTURES. LOCATIONS OF UNDERGROUND UTILITIES AND STRUCTURES MAY VARY FROM LOCATION
HEREON,
5. EXISTING VEGETATION AND NATURAL AREAS WILL BE PROTECTED TO THE GREATEST EXTENT POSSIBLE
AND MINIMUM CLEARING OF LAND SHALL BE UNDERTAKEN DURING DEVELOPMENt
6. THERE WERE NO NCGS MONUMENTS FOUND WITHIN 2000' OF THIS SITE. .
7. A RECONNAISSANCE TREE SURVEY HAS BEEN PERFORMED BY BSC RICE & ASSOCIATES TO LOCATE
TREES GREATER THAN 24* IN CALIPER, GENERAL VEGETATION COVERAGE INFORMATION IS BASED ON THE
AERIAL PHOTOGRAPHY FROM WAKE COUNTY GEOGRAPHIC INFORMATION SERMCES6 . .
8. SOILS INFORMATION FROM UNII STATES DEPARTMENT OF AGRICULTURE SOILS SURVEY OF WAKE
COUNTY, NORTH CAROLINA6
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- I — _
W.
I — I I- so' RIGHT—OF—WAY STREET TREE PLANTINGS - 9,100 LF
— .EI►�T � � 1 CANOPY TREE/SO LF OR 1 UNas I /—STREET DERSTORY TREE/35 Lf' OR A COMBINA110N OF 801H
PUBLIC INFRASTRUCTURE TABULATION za e -s
.. . I . . . EASEMENT LAIN. 20' SPACING BETWEEN CANOPY TREES; 15' SPAdNG BETMIEEN CANOPY 1REES ANO �ND�RSTORY
- --- ... �. � �•, 90' PNJT SECTION 12.s 12.5' TREES; 8' BETWEEN UNOERSTORY TREES
Impervious Area Calculations
Roadways:
Sidewalks:
Houses, Walks and Ddvleways:
Amenity Site:
1739617 SF1
38,256 SF
281,908 SF
79422 SF
Total Impervious Area
501,203 SF
Property Area:
11680,637 SF
% I m a rvi ous Surface Area
29.80%
14;TLRFFI
clm�_2 6's� mmmmmm
3, � r'
REQUIRED PROPOSED BOTANICAL NAME COMMON NAME
NAME STREET SIDEWALK
31 �
- 30' sT�wo�au date ec cu�a
185 185 QUERCUS PHELLOS HALLOW OAK
LF LF
i/2' PER FOOT3,000 PSI (idl�4' PER FOOT
~-
4,016
BARNFORD MILL ROAD 2,024
—
tf3
ago mmp %3
PLANT LIST
0
19725 1,695
BELLRENG DRIVE
COMPACTED ���mW1"`"` a" cAeC cox-pE-gAc
t/2• aErt Fool
mmm_ —_
— m
-
LANE 637 1.015
unurr sty
a• cmc ones
s� wipE Ca�G SbEw/ux
QTY, BOTANICAL NAME COtitMON NAME R00T
SIZE`,°R.�"io�
HpGHT
FBRDOCK
RRY COURT 890 72a
CUL DESAC/ MINOR SUBDIVISION STREET
• +/+" � �
mmmm__185 QUERCUS PHELLOS MALLOW OAK 88
2 1 AL.
S -10'TAL
��376 7'4�
m' 0 I�M � �
rvairei STREET CROSS-SECT��i�
�TM�TM ��
............n.. nye
14 PLATANUS OCCIDENTALIS SYCAMORE � J Be
nn
2 t/2" CAL.
7 1 /')M [:AL
8'-10'
8$-106
FOR NATURAL AMERICAN HOLLY 66 '
TELEPHONE,»CABLE, 14 ILEX OPACA
ETC. O 1/2 PER FOOT A SASANQIlA SASANQUA CAMELLIA CONT 3 GAL. 3'
N .T. S. 65 cAM
STREET gg MYRICA
CERIFERA WAX MYRTLE CONT. 3 GAL. 3'
STREET 60' RIGHT— OF— WAY 8' TREE
. TREE EASEMENT
TES: 1, PLANT SIZES & HEIGHTS INDICATED SPECIFY MINIMUM ALLOWABLE SIZES AT PLANTING.
" EASEMENT NO
N. 3W g-8
• .r\ I "%N '� ' PLANT LEGEND
. �'12,5• 2.5' 30' PVMT SEC11ON 2•� , �•s B SCREENING 1, 3 5 5 LF
.�. � TYPE
— m
E -1)
S' 6.S' 2" I-2 a.5'S' 3 �I . . . \ \ 3 MMI.A 1 .
.,..-_ --... TYPE B VEGETATIVE SCREEN, 10 WIDE.
\ / '� ow- .� 30" STANDARD CURB & GUTTER 2 TREES 1 000 SF = 28 TREES REQl11RED WILLOW OAK
. . �,, / �' 3.000 PSI (MIN) / ,
»
/ , PERENNIAL
FOOT 1 /4 PER 00 3 12 SHRUBS/1,000 SF = 163 SHRUBS REQUIRED
/ CHANNEL ANT C
IMPORT0
—� �
wlw .�, ^ \ 3 MINIMUM 'SO'X EVERGREEN .
� N THE
SYCAMORE
TED
OCA
L
AREA 1 »
� � �"` �,, / �• a cAec CUL—DE—SAC
\ � ■"' '''''" . "'�'"' '� "* NRRB WILL BE Pt�LIC �\ COMPACTED 1 / 'PER F00T HEIGHT
. '� � ,/ _ �' CABC OTHERS MON NAME MATURE
� '''�' � OPEN SPACE AND WILL � FOOT SUBGRAOE QTY. BOTANICAL NAME COM
1 2"
PER 00
'""� 1"" �' *� THE / �`� / S WIDE CONC. SIDEWALK _____ �
� ED
BY
arl� BE MAINTAINED
» 10o HOLLY
► 75-
� AMERICAN
• �` �. - � � �'" -�. OWNERS �'� � S WIDE CONC. SIDEWALK E� O 1/4 PER FOOT PLATANVS OCCIDENTALIS SYCAMORE A�AERI
ws HOME �, CTOR STR 14
•// �_ '� MEADOWS SUBDIVISION COME
(D
*`'• 000 A00"" -4W h , 01 14% '"A 's � ASSOCIATION. rf O Ile PER FOOT
� �'� � 1 �' "� UTILITY STRIP ACA AMERICAN HOLLY 30-60'
'* \ '° f SOW "" °"" 1 .'"'�" "" �~,,�,�. "" M !O % ./ ". UTILITY STRIP I N FOR NATURAL GAS, 14 ILEX OP '+'2
1 .�' 6, .SSTREET CROSS SECT O�' �» � � •�� STAt�T OF PERENi�At. `� F ' NATURAL GAS, TYPICAL ,CABLE, 65 CAMELLIA SASANQUA SASANQVA CAMELLIA � @ S,A�WQVA
I� VIM100"" L4 `'' L �' "�"'1 low • 3 �" - IMPORTANT CHANNEL / \ TEEUEF"ONE, CABLE, Ex. 1 /Z" PER FOOT 10-12'
1 1 �� r o .�' ETC. O 1 2 PER FOOT � WAX MYRTLE
� /gg MYRICA CERIFERA WAX MYR
I ,% 4 RIVER BUFFER .. % \ N*ToSo
, 1. .. T ,� .s .�a .s EX. N� �. �,,...
�-_ -" � . v ��-�" `� �' %k.40% '� BY A GEOTECHNICAL ENGINEER
,� +�► ,,�„ ,,�,�► ,� N/F NT SECTION SHALL BE VERIFIED SEE PLANT LIST FOR PLANTING SIZES
• / /r • I k #0 �"'"' '� °`�i. YARLEY, DAVID H. AND VANESA M. PAVEME
1 , ,,,,�, 00 *`'N% . ' PIN : 1841797617
. o •'fir \ / ZONING: RD s
"-\ 'fir , * WAKE FOREST BUFFER ' t """"�` "' + / LAND USE: RESIDENTIAL ' ,�''
. .'�� °-s:�4 M"�' "' ".� ...... W..,. 44,. � �%% %% ,\ IN THE P R 0 J E C T NOTE S — —
�, \ EX. NEUSEFFER f, % ft" � �,,, ,,, INTERMITTENT CHANNEL \ EA LOCATED
0 000 k ` RIVER BU RB WILL BE PUBLIC ,, .... ._ -
' PROPOSED TREE '�, ` � ,�,..I$,,*
� . � _.r.. •
*� N SPACE AND WILL ,�'' , _W ....
_ BE CONNECTED TO THE CITY OF RALEIGH WATER AND SANITARY SEWS
UNE / TREE SAVE , �,► -».•. �f� / ',► .. _ ..._.. M -
.� \ BE NTAINED 8Y THE f' - 1. ALL LOTS WILL
AREA. (TYP.) ""�� ti ' . .» ~•" % MEADOWS HOME OWNERS �`� •w . _ _ _•- SYSTEMS.
I I-'° -� �`- '�► AssOCIA�oN,x r--,
sF o ' .. AS TO REMAIN IN UNGRADED AREAS.
.- 0,396 S \'' . "" ti `� N F N /F 2. ALL EXI ST1N G VEGETATION IN BUFFER ARE
I I F 4, ` M �. ,...- t % IIS � PROPOSED FUTURE �,. / MC COIG, RALPH JR. EDI-
PROPOSED 610 ( , °`�•-\y:17��`"" \ ROAD EXTENSI RUZNAIR, GREGORY R. AND
/\'" •� �S'�`-�E \ PIN: 1841893260
LINDA J. DRAINAGE LOCATED OUTSIDE THE PROPOSED STREET RIGHT-OF-WAY SHALL BE
RETENTION POND , 04\31W ".� \,S ,s •
(9` / IWO 44* �, r �, �o���, ���,�,, \, SIGN LOCATION✓' PIN �: 1841891370 ! ZONING: RD 3 ALL STORM WIDTHS AS PER TOWN OF WAKE FOREST REQUIREMENTS
. / \ J L �\ '" ' , ,, {'M""` ' '' ,�,,�, k �." �''S, '��305p� •�J�- `� DETAIL ON DOG• C•1.1 ZONING: RD I LAND USE: RESIDENTIAL PROVIDED WITH STANDARD EASEMENTAKE FOREST ON THE FINAL PLAT.
'"� `� \ ' ' ` "�'I I. ti, °'� ** ,,- �' LAND USE: RESIDENTIAL AND SHALL BE DEDICATED TO THE TOWN OF W
/ � / � 100 PROPOSED 8 � '�► + \ '"� �
• / � �,, � --' -" � \ DRAINACiEWAYSTREET TREE '''* „��, ,� �. .� �. �R �'' --.• SED STREET RIGHT-OF-WAY SHALL BE
� 97 � 00 �.� BUFFER �` '"�► "' SAY AND`~UTl1.ITY EASEMENT
/ \ ENT � •. � 4. ALL SANITARY SEWER LOCATED OUTSIDE THE PROPOSED
� � �� � ... � � � 'r► � .�,.� �--�- ARD EASEMENT WIDTHS AS PER CITY OF RALEIGH REQUIREMENTS AND
@ . r / � � r � -�- .�...� PROVIDED WITH STAND
• :PROPOSED. 30 _... _....�_ .._..
TOWN �' L" .._. �� ��, `� �► ~�` .,� �. „ �, " ~ SHALL BE DEDICATED TO THE qTY OF RALEIGH ON THE FINAL PLAT.
P60SED TO �' _.l s ,
3 .CURB ..'ANO :OUT'ERI r- -- �. ___ __ r: �. , `
OF `kNAKE FOREST ,,,• __.. _ ` 1 �- o `1 C" - -- ____ _. _ �' �_ _ �_
--�., I ! 9'229`; �v ,.' ` w BHT -of -WAY AND CONSTRUCTION w. PIPES AND/OR STRUCTURES SHALL 8E CLEARED & GRU88ED ANO
20 PUBLIC ' STORM ,�. __
ti \ SF S �� SO SF � 8, 399 SF �; 6 72 SF - .. �' .....
\ 4 I � `7 � �' � � �~ °�` M ADJACENT PROPERTY � "�" 5. ALL EASEMENTS WITH /
DRAIN', EASEMENT , ` \ � �l r�._. kL SF 9,39 / ._ /`�'� '�►� �, � LS3 ACQUISITION FRO _ _._ .- _ ",-• __. D
\ .-(��).1 \\ .01 �, 10, 34 ` 1 1 1 1 27 �' S?..6 / 9,>> ' ,.`�� OWNER ___ .._-...
` �» �» r SEEDE •
`�' \ o \ ,� { �`J t 29 28 / r / S \ ►' 1, ` """" "��, __ .. ._ -_. _� _�. __ FLOODPLAIN PER DIGITAL DATA
'R r \ 30 Y 9 .�. ..- - - ~-� �- - _ • . TES ARE NOT LOCATED DESIGNATE
\ 'S �' \ t / / .�° w. �- _ 6. THESE SI IN FEMA DESIG FL00 NA FIRM MAP
i A \ 90: x9v ::54G11' ' '.: 31 �„do25 / / o� I-•..-,.. ��__ _ __ _- � V_ IS REFERENCED BY NORTH CAROL( #
• / HC - ` J R % , ---. PROVIDED BY WWW.NCFLOODMAPS.COM ANOLOT WIDTHS \ �, \ -- � �-/ S _-_
BACKS LOTS AREAS, & .� B /
BUILDING SET �,- �,_,� � _ _ _ _ - _) 24 / «�► ED 810 1 3720185000, ADOPTED 5/2/2006.
\� �' / , � \ Ir- _ _ _ ___l PROPOS N /F t
D\ - -r' - - _ / / / RETENTION SMITH EDWARD B. AND LOUISE T.
IDE REAR r� \_\ \,.— _ �, W
S + - �s, ' PIN #: 1841890142 I,
UIREMENT MET BY RECREATION FACILITY FEE AND/OR LAND OEDICATIO .
ZONING MINIMUM MINIMUM FRO @-t.ts./G ..(- �\ SO. POND 3 ZONING: RD f 7. RECREATION REQ
LOT AREA SIDE CORNER \ \ H-11
LOT WIDTH r / , WITH
i /�00 �H. LAND USE: VACANT
Ln __111
- - -' 8. ALL STREETS, SIDE
11VALK AND STORM DRAIN CONSTRUCTION SHALL BE 1N ACCORDANCE
20' �'
8 1 S � �.
T C`rr�..
\� - - - / TOWN OF WAKE FOREST STANDARDS AND SPECIFICATIONS, LATEST EDI
C.U. R -s so 8,00o sF zo' C'4�5)i?)5 �. � . -
\ - - — 0:. PRIVATE OPEN SPACE
20' .f- �" " : R : GIJ ' R .� , �:k s� z ° i IN ACCORDANCE WITH qTY OF RALEIGH
R-� 0 601 o,000 SF 30 a Zo ,� o s4 - - _ — -� r 3Q
3. .. R 23 / 9. ALL WATER ANO SEWER CONSTRUCTION SHALL BE
C.U.11e� - , r t
o , ' HCA � I 1 - I TI NS LATEST EDITION.
/ I , ) k \ / / \ t STANDARDS AND SPECIFICA 0
�� ♦ 32 I 35 / �, ' y. - - w ALL BE VERIFIED BY A GEOTECHNICAL RE OR
. �, ,�-' \ / / NI AL
�'� � 9,63 � � 9 4 / 36 22 � _�, •�-, -- w - 10. PAVEMENT DESIGN SH
. I / / 5 SF 00 SF / 8, 6 i � M , �, .. ��
\� \ / � 054 SF J L N !' 41 SF / / / / • 66, _ A K.
5 WIDE CONCRETE - 93 y \� M A 4M J �TERESA / - - / S, ..� - -�� - g WIDE (ANS � � . HCA DENOTES LOCATION OF PROPOS
EXISTING TREE RETAINING WALL s1oEw \ o� 5 _/ s n ,�� PROPosEoNOTES FOR\ V. \ 4 / • 184 79159-19- '/ i � / / 21 . 8
/ �2. BOWM
\\ �... — Z O / / , SIDEWALK, (TYP.) PIN #:
. r'' � ,-- \ -7 s zc NATURAL AREAS WILL BE PROTECTED TO THE GREATEST EXTENT
�` ,,- '1 o \ ti0'x 0� SI `:.: 7 SF I x8,422 SF / A110 4K' V ANT � \ / / O LAND U� 12• EXISTING VEGETATION AND ALL BE UNDERTAKEN DURING DEVELOPMENT,
" EE TO BE �G � 8,74 �`' s� POSSIBLE AND MINIMUM CLEARING OF LAND SH
SHALL HIRE A NC LICENSED ARBORIST TO INSPECT THE 31 TR `� / \ irt"LE:::(TYP') I 8.082 SF ro _\ � \ / / 20 /
1 • CONTRACTOR TO INSTALLATION OF .•-�-� � *\ � \ / / / s11
TRUCTION AND .PRIOR � � g sF 1 61 6Q / 4 � S / / /
PRIOR TO START OF SITE CONS ,� j ,95 I 1 F% ' 37
RIO � � THE PROJECT DOES NOT PROPOSE FILL IN THE 100 -YR OR 500 -YR FL
OOD
SAVED FOR \ ,� � 1 59 � � � 13. THIS PHASE OF
THE ARBORIST SHALL RECOMEND CONSTRUCTION METHODS 0 � \ \ / /
WALL, .�.."" / � ` / /
RETAINING NT C��
STRUCTION TREATMENT .�- �,
AND RETAINING WALL INSTALLATION AND POST CON \ FOR / / / PLAINS
GRADING • HE ILL. R[� `� / 19
PROMOTE -..�.,. / , ,� \ �'s� / `� / \ y , PROPOSED 30" CURB AIMED BY THE
AT WILL 0 ....- 1�
MINIMIZE DAMAGE TO THE TREE AND THAT \ _ /
METHODS THAT WILL M { �-�
\i -- -- _I / • � �.�...� �. � s,� / / � 8 / � AND GUTTER. (TYP,}
ALL PRIVATE COMMON AND OPEN SPACE AREAS SHALL BE OWNED AND MAI
OF THE TREE AFTER CONSTRUCTION. �-- _ - ��- .
HEALTH AND LONGEVITY /
. _ \ � _ -� � � \ � � � ��, ,� .. ,,�r , � __. �,.._ .� � s5, / HOME OWNERS ASSOCIATION.
I \\...,.�.... s�,/ / 1$ G PROPOSED 10 WIDE
WALL SHALL BEA
PRECAST CONCRETE MODULAR BLOCK _�,.. �-�•''• �� 91 � - -� o / % "
N � �--�-...... °'"�"'� / �� � `• � � E "B" BUFFER PERMITTING BY THE TOWN � WAKE FOREST.
2, THE PROPOSED RETAINING \ , /
VERSA OR KEYSTONE RETAINING WALL •� sem/ - ��_.
Y VE � s� / � � ..rs.V ... ��`•_�.�-�,/ so TYP _ ,_ �- �" 15. ALL RETAINING WALLS OVER 30 MAY REQVIR
SIMILAR TO ONE MANUFACTURED UFACTURED B \ TEMpORAR� TYNE III \ ,� � TREE SAVE AR ._..�
WALL ---'\ \ � � �- HCA \/ ~� \ �s� / _,� �� � - � - -
TO PROTECT THE TREE AND IT'S ROOT ADE SEE H'
Y EFFORT SHALL BE MADE BlkRIC A .'--
R\ / 7 / �� �• '.....�'.•��.- -Z-�-� .�� ._.,� VERIFY LOCATIONS, ELEVATIONS, AND SIZES OF EXISTING PUBLIC
SYSTEMS. EVEOpp WITHIN THE GRIP LINE UNLESS \ \ g,0 FOR \�
TION SHALL BE ALL -UTILITIES
EXCAVATION DWG, C. � � ..... • ........ � � / /' �o �°� � � � 16. CONTRACTOR SHALL
HAND E �o' �\ \
SYSTEM. ONLY � ♦ o s,� / � �• � a►•,► / �• �,,,
S � TO ANY EXCAVATIONS, GRADING, OR INSTALLATION OF UNDERGROUND
DETAIL - - - "�` I / / s > \ /
D BY THE ARBORIST, \ \ UTILITIES PRIOR
OTHERWISE AUTHORIZE / \
-- - -•y `R`-- / / j /� �/ / ��`"""" / / 6 s� `` ""' ON OR ADJACENT TO THE PROJECT.
N PIPE BEHIND \ \ . .$ y/ � N� �` \ / /� \ • 5ro / / \ 1 /
BE INSTALLED IN THE WALL AT R.O.W. UNDERDRAI Q K ` % � \ �/ / Ao o � � _ /��
EPHOLES . SHALL o S -�;
3. WE . , \ � � \ \ 74 \ / / \ ,�/ / / /\ �•. ,). 9 -- - P
E WALL SHALL BE DIVERTED TO C8009. .
THE / 55 s� /\ \/ /� 41 / / \ / -.r..Y �S�Y _�/ P
8 \ °o / 15 ��� . t
MING WALL AND \ »4 / / ,
SUBMIT SHOP DRAWINGS FOR THE RETAINING 10 � / �'\ \ \/ / / . X /
THE CONTRACTOR SHALL \ \ /
4. � �' � \� 'y oo s� � / `•'�► PROPOSED TREE UNE / � j LAN
ENGINEER FOR APPROVAL. ; /� ' .I—, 90 / •o \ / / / /
RAIN CONNECTION TO THE ,q � \'�
U NDERD /
-- �, � � ____ s,� � /F � 42 \ � - ' � / '�' � /TREE SAVE AREA, N /F � ,�
- ./ � U / / Jr' 4 / /�8A A/A • A / / �� / S,� ,"O.' DAVIS,JOYCE A. I
\ O � �� �� TYP. r
ON THE 10 `o / C 75 s � P11�1\#: 4 884 O / % / / / PIN fit: 1841882503 / i
SET MIN. 3 ABOVE EXISTING GROUND PROP, g STREET \ U \ \ -�� \ \/ / / / S�,/ % \ 14
5. TOP OF
WALL ELEVATION SHALL BE W :go„.•�, �
Z I � / � ZONING: RD
• � / TREE EASEMENT / i � \ \ \ / / \ ON SITE < / / ND U R E14,TIAL / / / � \ � / / � LAND USE: RESIDENTIAL � I
TREE SIDE. RE
. \ ..-- 'N / I,,/ I /
. . . .. \ (i'll 1-1 \ AM"m I--,' 0_-� \ // \ \\ N . I I <9 - 53 16 \ (9 > . I-, .-.� ,V:� / 0 i / / . .­..,
<o \ s s o s / p \ \ I- \1/ )go ” "100 //� 1-10, -I PROPOS
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. PROJECT NOTES ___ ___ --- . _�
. .
1, ALL EXISTING VEGETATION IN BUFFER AREAS TO REMAIN IN UNGRADED AREAS,
2. ALL STORM DRAINAGE LOCATED OUTSIDE THE PROPOSED STREET RIGHTS -OF -WAY
. SHALL BE PROVIDED WITH PRIVATE EASEMENTS. WIDTHS AS PER TOWN OF WAKE
FOREST REQUIREMENTS•
3, ALL EASEMENTS WITH PIPES AND /OR STRUCTURES SHALL BE CLEARED &
GRU66ED AND SEEDED.
1 4, THIS SITE IS LOCATED ADJACENT TO FEM A DESIGNATED FLOODPLAIN ZONE "AE" PER
. .. FIRM #37183CO177E, MARCH 3, 1992. THIS SITE IS LOCATED IN ZONE "X ",
5, EXISTING VEGETATION AND NATURAL AREAS SHALL BE PROTECTED TO THE
GREATEST EXTENT POSSIBLE AND THAT MINIMUM CLEARING OF LAND SHALL
BE UNDERTAKEN DURING DEVELOPMENT• EXISTING TREES GREATER THAN 24" DIAMETER
TO BE PROTECTED TO THE GREATEST EXTENT POSSIBLE OUTSIDE OF THE LIMITS OF
GRADING FOR PROPOSED RIGHT-OF-WAY.
6, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF WAKE FOREST
STANDARDS AND SPECIFICATIONS, LATEST EDITIONS.
7. PROVIDE GRAVEL AND HARDWARE WIRE FILTER ON ALL CATCH BASINS•
8, CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS, AND SIZES OF EXISTING PUBLIC
, UTILITIES PRIOR TO ANY EXCAVATIONS, GRADING, OR INSTALLATION OF UNDERGROUND
I I I UTILITIES ON OR ADJACENT TO THE PROJECT.
9. ALL CATCH BASINS SHALL BE NCDOT 30 -INCH WIDE STRUCTURE WITH BICYCLE
FRIENDLY GRATES. GRATES, FRAMES, AND BOXES SHALL BE CERTIFIED NCDOT APPROVED.
10. ALL PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE UNLESS OTHERWISE NOTED.
. 11 • NO CLEARING IS ALLOWED IN TREE SAVE AREAS LE. NEUSE RIPARIAN BUFFERS OR
ANY OTHER DESIGNATED AREAS, .
12, CONTRACTOR SHALL CLEAR AND GRADE STREETS AND RIGHT-OF-WAYS FIRST, THEN
BUILDERS SHALL CLEAR INDIVIDUAL LOTS AS NEEDED FOR CONSTRUCTION OF HOUSES.
13, ACCESS TO EXISTING EASEMENTS MUST BE MAINTAINED AT ALL TIMES,
14, IN AREAS WHERE LEVEL SPREADERS BORDER EXISTING SANITARY EASEMENTS, PLEASE
INCLUDE WASH STONE ACROSS THE EASEMENTS TO HELP WITH ACCESS CONCERNS.
E SHEET 21 FOR PLAN AND PROFILES OF STORM DRAIN OUTFALLS AND ROAD "C"
STORM DRAINAGE SYSTEM TABULATION
STORM DRAINAGE- SYSTEM TABULATION
1111110
__
STRUCTURE ELEVATIONS
STRUCT.
STRUCT. TYPE
AREA,
ACRES
RAT.
COEF.
0-10,
CFS
CUMUL. PIK PIPE PIPE VEL»,
CFS DIA. LMTR SLOPE FPS
-
TOC /TOP
INV. IN
INV. OUT
509
CS
0.40
0.70
2.0
• ............ •.....•• N. ........... •....•.......... N. ... ,.a..,.. ..•.. ......... a ... *.at..•• ... ad
2, 0 15" 22.83' 0.61 x 3.9
aa00. N•a.,, a.. *. *.
372.86
372.86
--
369.05
369.19
368.30
508
DC9
_
0.70
0.70
2.4
0.4
N,a ..NN••••NN,•. . ..... aa..N.a..NNa.N•a..aN1.,aNN•Na•
396.95
390.99
390.79
503
CB
0.60
0.70
3.0
................ 40 ......•.•.......•. a. a.... a...• a.. N.....• aaaaaa ,aa.....a....•....eaa••..•.•*..
373.89
ONO
370.22
504
CB
-
-
3, 0 15" 22.83' 0.61 x 4.3
......................... a... .......•.a.............a,••.a.. • aa...• a• d a....aa,.,...$*..*a....aa
373.89
370,08
366.48
512
C6
0.68
0.70
3.4
.....aa ..... ..............a. jf........... ... ........... .................... ................. ....
3,4 15 181,74' 2.04X 619
377.92
-
374.25
510
DC8
1 ►42
0.70
5,2
•. f ......................... 11....,... N.......t..,....a...♦..... ......a.,..a....a•....•a.a...aa
8.6 18 118.08' 1.29X 7.3
374,22
370,55
37030
508
DC8
1.08
0.70
5.5
. .... ...•.. 1......•... 24y1.. a•.... a..•.......... a... a. a... a.a•.•..•....aa••a.a......34064
16. 108,26' 0.60X 6.3
372.86
368.80
368.30
507
CB
0.25
0.70
1.3
a ....................... •.a,,,..•a.aa.•.•.•.....•... •.....•a.•• ..... $*I..a••a.,•... a.....4*d o.
17.4 24 127,39' 0.60X 6.4
374.03
367.65
367.45
504
CB
0.11
0,70
0.5
............................ y;.................................. ...............................
9... �4f�......... 7'.....�:.9.�x.......aa.�:8a...
373.89
366,68
366.48
502
CB
0.26
0.70
1 •3
.....:. N.... 5.:.
22.2 24 124.92' 9.31x 19.57
371.20
365.11
357.63
Y7•�■
501
J8
-
4• / 4
1.7
.a•a...,aaa... 044.9 added 0 N, v..... aa.••......• a....•...aa.•.a.. .aa.aa.•..N.,.a.a•••a....••aaaa
3.1 12 23,36' 0,98X 5.11
M
351,00
346,00
343.23
500
FES
-
-
0.6
.a..a.a... a•..a.aa..aa,a. ...aa•,..•a...aaa•....defea•ed. a•....a•...,a.a•a..aa.a
.. aa.. a..a..•... .
_
..
343.00
501
je
-
_
4.4
0.00 ...
19.1 18 49.57' 8.43x 18.23
351.00
345.00
344.18
499
FES
-
-
-
....a..a,a .................................a..•..,aa•........a... ...•...,a.........•a...•....•..
_
-
340.00
409
C®
0.84
0,70
4,2
44 46; 1aaa.aaa•....aa.a..a N.aa....aa... ...•.•.•...aa..aa•.•.....6 - - --
•• .... a••....•.... a..•.. •
4.2 15 22,83' 0-61X 4.6
390,22
am
386.55
408
C6
-
-
a ....... a ... ..a Na N....•........•.•.........../.a .... .a.a•.. ... .•.0..a ....... •aa.......a•N...•
390.22
386.41
385.44
407
DC8
1.13
0.70
5.7
0 N..N.•NN.N.•NN*iii aN,Na,.aaa•.• NNN •.NNNNa.•..,N..N•..NNN..NNNNNN
5.7 18 22,83' 0-601 X 5.1
382.08
-
378.16
406
�
-
-
,••• NN• NN ,N.•a.N.N••N.N.•••.N..N•.NN0.N N.N•N.a..see 0 toes a.1•N.aa.N.Na
382.08
378.02
377.52
404
DC8
1.07
0.70
5.4
. N••a...• N. NN• N.a. Na ... a. a• a... N.. N.., N• N.•. aN.N.,Na•N...N.NNNN.....a.aNN..
5.4 15" 56.60' 5.18X 11.1
384.28
_
380.51
405
JB
0.14
-
0.7
.........• ................• a•...... ....a..•.•..aa•..,.........,a,. a.....aa............. a........
381.63
377.68
376.93
401
C6
0.17
0.70
0.8
.•.•.0:•8..4•..••.. Sj ya•.•• .,•a.aN,..a•a•,a.a•aaaaaa.0.87X •••• oft* .•.•.••. ISO .
22.83' -
377.87
--
374.20
402
C6
-
-
1,4
ado .... ..•...,,a...aa.•.aaa.a•aa...•..a..........a..a..aa....aa• .....a•a......••...a.•..a.N.a•.
377.87
374.00
373.25
411
C6
0.56
0.70
2.8
........a•• ................. jti................... N............. .......N.a.....................
2.8 15 22,83' 0.61 x 4.4
398.86
-
395.19
410
CB
0.15
0,70
0.8
•••••3.•6•••••••••• 561.........1. oho ;••aa..5.1I2X4..•....1.0.2...
398.86
395.05
394.85
408
C6
0.12
0.70
0.6
•'..'8:.4....•.....151 ;4..4....42 '40.13'.....2 :•99.x...... ".1.01...
390.22
385.64
385.44
406
C6
016
0 70
0 8
so* .... .. ........ ........... f.. .... .. N...... N................. .............. .... ........N....
382.08
378.27
377.52
STORM DRAINAGE- SYSTEM TABULATION
1111110
�- 15• SE
' 14.9 24 ' 52.39' 0, 74X 6, 9 2.6 174.44 •
CULVERT.
381.63 377.13 376.93 310 CB 0.13 0.70 0.6 .... N••••••••••••••••• N...s lN .............«.. N..N.. N..... ...........N................... 391.58 387.34
� - 405 J8 - - _ ....20 3..........24 .........68 ..�� ......... ............................... 3.1 15 128.26' 1.20x 6.5 385.60 385.40
I "�", fir.
0...4
` 2.o7x
4444,
377.87 373.45 373.25
a.. 390.27
� ,, ,� ....,... ""�► - 4444 �' 402 C6 0,17 0.70 0.9 f�
.. .............................................................. .......N....................... 309 CB 0.13 0 70 0.6
w♦ 1 • , ••••Na.. N.aa•.NN N•N •N��N•a. 4044 •••a a.NNNa.N•. N.aNN.....N N.N1a N..a.N. do added.
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22, 0 24 39,40' 1,OOx - 372.85 3.8 15 232, 43' 3.11 !i 10.
�,,, � , . 403 FES - - - 307 C:8 0.48 0.70 2.3 .....7 �. g.......... 15+► ................. ..N�....N...8 :471r........15.�8 •• 382.04 378.17 377.97
♦ ♦ . � ••••••••••, NNNaNNaNN. aN• NN.•. N• NaNN. aNaNNa .NN•NN.•N.a...a•.N.•NNN••.a. _
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j ♦' : 4 4 4 4 . r , , .. , ... , , !�'4 306 CB 0.07 0.70 0.3 .... N . ................N.Ns1N.......57 29 ......... ............N..N............... 376.79 373.12 372.87
I' • . - - . , - • • . A , .. , w �,► +, VWW ,�,,, ,` 7.8 18 104.30 1.33X 718
�' "1A.:.: :.•••: ; • -• ♦• ■A,4. •" , . •• •♦ .• ,~,.:�' k 305A C6 0 37 0 70 18 •.. 000.6•. a.•......•. N.. aN. a.N.. ... 371.48
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Peter D. Fraccaroli
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"1411 vt
,',1
Peter D. Fraccaroli
PROFESSIONAL ENGINEER
I
THE MEADOWS
CONSTRUCTION P S
IN
Wake Forest
I
Nort aro I• na
Wake County
PLAN & PROFILE -
CULVERT
JANUARY 18, 2008
1
a
NO*
DATE
DESC. . • . . .01 ..'
1
10 -19 -07
1 st DWQ SUBMITTAL
2
10-26-07
2nd DWQ SUBMITTAL
3
0 -31 -07
INITIAL WF CP SUBMITTAL
4
,1-18-08
3rd DWQ SUBMITTAL
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1111
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SUBMI F, -I- L SET
PREPARED FOR: .
1ST AMERICAN BUILDERS
2514 Reliance Avenue
Apex, North Carolina 27539
919 -303 --8525 -
701 Corporate Center Dr., Suite 163
Raleigh, North Carolina
27607
9119-854-0811
@ 2008 BSC Group, Inc.
FILE:
DWG. NO: C.6-0
'
I
SHEET 18 OF 36
JOB. NO: 06020-00

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01-18-2008
Peter D. Fraccaroll
PROFESSIONAL ENGINEER
THE MEADOWS
CONSTRUCTION PLANS
IN
Wake Forest
North Carolina
Wake County
BIO RETENTION POND #1
CALCULATIONS AND
DETAILS
JANUARY 18,.2008
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1ST AMER ICAN BUILDERS
15i 4 rteiiance Avenue
Apex, North Carolina 27539
No.
DATE
DESC.
1
0 -19 -07
1 st DWQ - SUBMITTAL
2
0 -26 -07
2nd DWQ SUBMITTAL
3
0 -31 -07
INITIAL WF CP SUBMITTAL
4
1 -18 -08
3rd DWQ SUBMITTAL
DWQ
SUBMITTAL SET
PREPARED FOR:
1ST AMER ICAN BUILDERS
15i 4 rteiiance Avenue
Apex, North Carolina 27539
919- 303 -8525
BSC
70l Corporate Center Dr., Suite 163
Raleigh, North Carolina
27607
91 9- 854 -0811
Q 2008 8SC Group, Inc.
FILE:
DWG. N0: C.8.0
SHEET 23 OF 36
JOB. N0: 06020.00

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• ♦ • { • >• » • ♦. DETAILS DWG C.8.4 • I �.`
X.
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PROPOSED C/O (TYP.)
'f .• .' I♦ a IY
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' BI RETENTI ON P C
D #2 PLAN VIEW SCALE: 1
30
0 15 30 60 FEET
PROVIDE CL/
RIP RAP FOF
350
DATUM ELE V
r--- EXISTING GRADE
350
370
360
DATUM ELE V
BIORETENTION CALCULATIONS
DRAINAGE AREA = 4.9 Ac
CALCULATE VOLUME OF RUNOFF USING SIMPLE METHOD
Rv = 0.05 + 0.9 (1a)
Ia = IMPERVIOUS FRACTION = 0.29
Rv = 0.05 + 0.9 (0.29) = 0.31
REQUIRED VOLUME TO BE TREATED
V = 3630(Rd)(RvxA)
Rd = RAINFALL DEPTH (in)
A =DRAINAGE AREA (Ac)
Rv = 0.31 (SEE ABOVE)
V = 3630(1 ")(0.31x4.9)
V =5,513 CF
PROVIDED AREA TO TREAT REQUIRED VOLUME
ASSUME 1FT STORAGE DEPTH IN BIORETENTION AREA
AREA= VOLUME/DEPTH
AREA= 5,513 CF/ 1 FT
AREA= 5,513 SF
BIORETENTION SPECIFICATIONS
A. PLANTING SOIL
The soil mix should be uniform and free of stones, stumps, roots, or
other similar material greater than 2 inches.
The planting soil should be a homogenous soil mix, by weight,
consisting of
85-88% SAND
8 -12% FINES (SILT & CLAY)
3 -5% ORGANIC MATTER
The planting soils should be analyzed in a lab for Phosphorus. The
P -Index for bioretention should range between 10 and 30.
Planting soil media should be at minimum a depth of 2 ft.
After planting soil has been placed permeability should be tested and
should fall between 0.52 - 6 in/hr, 1-2 in/hr is preferred.
Centipede grass sod should be installed in the Bioretention areas.
Sod should be stored, installed and maintained according to
manufacturers standards.
INLET PIPE INVERT:
53.00
PROPOSED BERM
Lo .
Ln 0 d-
00
� � �- V)
SEE STORM DRAIN 0
TFALL
ELEV.= 355.00
PROPOSED
GRADE
SECTION VIEW FOR D EJAILS
,,
' •
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..
..
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..•••
..•• '''
•
Wake County
ease
3 ''••.
+ N
DETAILS
•
+ N rr) .. ..
DATE
DESC.
O
PROPOSED
GRADE' PROPOSED
1a-� --
0 -26 -07
2nd DWQ SUBMITTAL
3
CLEAN OU
-- l "fe)
••::)�
ZOO
�f
iI
3 3
Ii
0
0 m
SS M "
BOTTOM of BIO
FO EBAY
I RETENTION POND: 35
00
J -
--
1 ST AMERICAN BUILDERS
2514 Reliance Avenue
--- -- -- -•- - ---
---- -- - -- - - --
-- ----- -1...�
701 Corporate Center D Suite'163
BOTTOM
OF
PROPOSED
UNDERDRAIN
as
•
FORE
BAY: 351,00
TO DRAIN
INTO BYPASS SWALE
..
VERTICAL: 1" = 30
+ .. .•
0 qgd-r4r)
0 In
HORIZONTAL: 1"
:D •'
�-0
350
370
360
DATUM ELE V
BIORETENTION CALCULATIONS
DRAINAGE AREA = 4.9 Ac
CALCULATE VOLUME OF RUNOFF USING SIMPLE METHOD
Rv = 0.05 + 0.9 (1a)
Ia = IMPERVIOUS FRACTION = 0.29
Rv = 0.05 + 0.9 (0.29) = 0.31
REQUIRED VOLUME TO BE TREATED
V = 3630(Rd)(RvxA)
Rd = RAINFALL DEPTH (in)
A =DRAINAGE AREA (Ac)
Rv = 0.31 (SEE ABOVE)
V = 3630(1 ")(0.31x4.9)
V =5,513 CF
PROVIDED AREA TO TREAT REQUIRED VOLUME
ASSUME 1FT STORAGE DEPTH IN BIORETENTION AREA
AREA= VOLUME/DEPTH
AREA= 5,513 CF/ 1 FT
AREA= 5,513 SF
BIORETENTION SPECIFICATIONS
A. PLANTING SOIL
The soil mix should be uniform and free of stones, stumps, roots, or
other similar material greater than 2 inches.
The planting soil should be a homogenous soil mix, by weight,
consisting of
85-88% SAND
8 -12% FINES (SILT & CLAY)
3 -5% ORGANIC MATTER
The planting soils should be analyzed in a lab for Phosphorus. The
P -Index for bioretention should range between 10 and 30.
Planting soil media should be at minimum a depth of 2 ft.
After planting soil has been placed permeability should be tested and
should fall between 0.52 - 6 in/hr, 1-2 in/hr is preferred.
Centipede grass sod should be installed in the Bioretention areas.
Sod should be stored, installed and maintained according to
manufacturers standards.
�140. Uu 10 +00 10 +50 11 +00 11 +50 12 +00 J °u. Uu 10 +00
i51,0 RETENTION POND #2 - SECTION VIP.ANAmA
10 +50 11 +00 11 +50 12 +00 12 +50
STORM DRAIN OUTFACE - SECTION VIEW
380 370
370 3so
360 350
DATUM ELEV
340.00
In Slt,uu Soil
Water Table
Capped Clean
Gross Out Pipe
11 settle
12" Ponding
•
Fill Soil Media I
Mix: 85-88% Son d
8 -12% Fines I I
3— 5% Organic
Depth: Grass =2'
as
10" #57 Stone
4" Perforated Underdroir
2'+ Distance to
Water Table
3:1
Filter Fabric
(or choking
stone)
BIORETENTION CONCEPTUAL LAYOUT: CROSS SECTION
NOT TO SCALE
UNDERDRAIN CALCULATIONS &NOTES
1. ALL UNDER DRAIN PIPING SHALL HAVE A MIIlVIMUM SLOPE OF 0,5% AND SHALL BE CONSTRUCTED
OD SCHEDULE 40 OR SDR 35 SMOOTH WALL PVC PEE.
2, A MINIMUM OF FOUR ROWS OF PERFORATIONS SHALL HE PROVIDED AROUND THE DIAMETER OF
THE PIPE,
3, PERFORATION SHALL BE PLACED SIX INCHES ON CENTER WTTfIIN ROW FOR ENTIRE LENGTH AND
SHALL BE 3/8 -INCH IN DIAMETER
CALCULATIONS (SECTION 5.7 OF NCDENR BMP MANUAL)
Q = FS * (C) (1) * (A)
Q = 9* (0.7) (1") * (4.9 AQ
Q = 30.9 CFS
D= 16*(Q)* 3/8
(S) A 0,5
D = �16 * (30.9) * (0.011) 3/8
(0.005) A0.5
Da5.1
USING TABLE 5 -1 (NCDENR BUT MANUAL) INSTALL TWO 4" PIPES
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
BY THE TOW OF WAKE FOREST
UTILITIES ,
ENGINEERIING DEPARTMENT DATE
FIRE PREVENTION DATE
SUBDIVISION ADMINISTRATOR DATE
CITY OF-RALEIGH u-nu-nES DATE
N �
370
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00
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1
LW
01-18-2008
PROPOSED
GRADE
PROFESSIONAL ENGINEER
N LO • • a)
Lo �
CONSTRUCTION
IN
Wake crest
•
Wake County
,Q
+ N
DETAILS
•
+ N rr) .. ..
DATE
DESC.
O
(N r*--,.
OO(0
1a-� --
0 -26 -07
2nd DWQ SUBMITTAL
3
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-- l "fe)
••::)�
ZOO
1 -18 -08
3rd DWQ SUBMITTAL
0
0 m
Z Z
--3
N
co 0 000
Pit
PREPARED FOR:
1 ST AMERICAN BUILDERS
2514 Reliance Avenue
Us')
U V) E--
'assets
701 Corporate Center D Suite'163
Raleigh, North Carolina
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1219 DIA Rip
�140. Uu 10 +00 10 +50 11 +00 11 +50 12 +00 J °u. Uu 10 +00
i51,0 RETENTION POND #2 - SECTION VIP.ANAmA
10 +50 11 +00 11 +50 12 +00 12 +50
STORM DRAIN OUTFACE - SECTION VIEW
380 370
370 3so
360 350
DATUM ELEV
340.00
In Slt,uu Soil
Water Table
Capped Clean
Gross Out Pipe
11 settle
12" Ponding
•
Fill Soil Media I
Mix: 85-88% Son d
8 -12% Fines I I
3— 5% Organic
Depth: Grass =2'
as
10" #57 Stone
4" Perforated Underdroir
2'+ Distance to
Water Table
3:1
Filter Fabric
(or choking
stone)
BIORETENTION CONCEPTUAL LAYOUT: CROSS SECTION
NOT TO SCALE
UNDERDRAIN CALCULATIONS &NOTES
1. ALL UNDER DRAIN PIPING SHALL HAVE A MIIlVIMUM SLOPE OF 0,5% AND SHALL BE CONSTRUCTED
OD SCHEDULE 40 OR SDR 35 SMOOTH WALL PVC PEE.
2, A MINIMUM OF FOUR ROWS OF PERFORATIONS SHALL HE PROVIDED AROUND THE DIAMETER OF
THE PIPE,
3, PERFORATION SHALL BE PLACED SIX INCHES ON CENTER WTTfIIN ROW FOR ENTIRE LENGTH AND
SHALL BE 3/8 -INCH IN DIAMETER
CALCULATIONS (SECTION 5.7 OF NCDENR BMP MANUAL)
Q = FS * (C) (1) * (A)
Q = 9* (0.7) (1") * (4.9 AQ
Q = 30.9 CFS
D= 16*(Q)* 3/8
(S) A 0,5
D = �16 * (30.9) * (0.011) 3/8
(0.005) A0.5
Da5.1
USING TABLE 5 -1 (NCDENR BUT MANUAL) INSTALL TWO 4" PIPES
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
BY THE TOW OF WAKE FOREST
UTILITIES ,
ENGINEERIING DEPARTMENT DATE
FIRE PREVENTION DATE
SUBDIVISION ADMINISTRATOR DATE
CITY OF-RALEIGH u-nu-nES DATE
N �
370
9 +00
9 +50
10+00
BYPASS SWALE - SECTION VIEW
10 +50
360 '
350
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01-18-2008
C3 r, 0 U--)
PROFESSIONAL ENGINEER
CONSTRUCTION
IN
Wake crest
(N OLn��
Wake County
BI 0 RETENTION POND #2
CALCULATIONS AND
DETAILS
JANUARY 18, 2008
+ N rr) .. ..
DATE
DESC.
1
0 -19 -07
OO(0
1a-� --
0 -26 -07
2nd DWQ SUBMITTAL
3
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1 -18 -08
3rd DWQ SUBMITTAL
0
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N
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PREPARED FOR:
1 ST AMERICAN BUILDERS
2514 Reliance Avenue
Us')
so
701 Corporate Center D Suite'163
Raleigh, North Carolina
47
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FILE:
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PROPOc,-N)ED
GRADE
•
VERTICAL; 1" =
30'
HORIZONTAL: 1 "
3'
r
so
■ a
9 +00
9 +50
10+00
BYPASS SWALE - SECTION VIEW
10 +50
360 '
350
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II •Ci?�
£.... a £.....
s
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1
LW
01-18-2008
Peter D. Fraccaroli
PROFESSIONAL ENGINEER
CONSTRUCTION
IN
Wake crest
North C
Wake County
BI 0 RETENTION POND #2
CALCULATIONS AND
DETAILS
JANUARY 18, 2008
N0.
DATE
DESC.
1
0 -19 -07
1st DWQ SUBMITTAL
2
0 -26 -07
2nd DWQ SUBMITTAL
3
0 -31 -07
INITIAL WF CP SUBMITTAL
4
1 -18 -08
3rd DWQ SUBMITTAL
SUBMI" —1 L SET
PREPARED FOR:
1 ST AMERICAN BUILDERS
2514 Reliance Avenue
Apex, North Carolina 27539
919- -303- 8525
701 Corporate Center D Suite'163
Raleigh, North Carolina
27607
919 -854 -0811
© 2008 BSC Group, Inc.
FILE:
DWG. NO: C.8.1
SHEET 24 OF 36
JOB.
N 0 : 06020.00

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-�. PROPOSED BY -PASS SWALE, r •• ° >> •' >" " ' '�\•.
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_ BIO RETENTION D # - PLAN VIEW " _ '
3
SCALE, 1 30
0 15 30 60 FEET Z
385
375
1
DATUM ELE V
365.00
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PROPOSED GRADE
N
zzz
AO
Wake orest
U
(D M
.,
BOTTOM OF BIO
RETENTION POND: 373.00
'•
000rF
0 N
C5 r-,,
140.
PROPDXIED
U
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0
• •
a1
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PROPOSED
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N
CLEAN OUT
C4
1 -18 -08
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e•• SLOPE:
•'
© 2008 BSC Group, Inc.
FILE:
._
INLET PIPE INVERT:
■
■•
.•
L/) z •
FOREBAY: 37.00
SEE STORM
RAIN OUTFAL•L
Ir
LEN: 30.00
*sees
.,
.46,
0
SECTION VIEW
10
''••...
a
PROPOSED UNDERDRAIN
CL
PROPOSED
CL
ALE
4 J�•�
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PROPOSED C/O (TYP.) N • • "" \ , , a! N . \
oil A
PROPOSED UNDERDRAIN " �\ '••'
DCB # 407
-�. PROPOSED BY -PASS SWALE, r •• ° >> •' >" " ' '�\•.
SEE TYPICAL SECTION, • ° '
o >
`-:WG C.8.4 FOR DETAILS ' " • {
�- \
gII { & CALCULATIONS .
� CB# 404 /
♦ >
»A
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_ BIO RETENTION D # - PLAN VIEW " _ '
3
SCALE, 1 30
0 15 30 60 FEET Z
385
375
1
DATUM ELE V
365.00
10 +50 11 +00 11 +50 12 +00
1310 RETENTION POND #3 - StCtION VIEW A=A
385
375
i1
370
DATUM ELE V
BIORETEN71ON CALCULATIONS
DRAINAGE AREA = 4.6 Ac
CALCULATE VOLUME OF RUNOFF USING THE SIMPLE METHOD
Rv= 0.05 +0.9(Ia)
Ia = IMPERVIOUS FRACTION = 0.29
Rv= 0.05 +0.9 (0.29) =0.31
REQUIRED VOLUME TO BE TREATED
V = 3630(Rd)(RvxA)
Rd = RAINFALL DEPTH (in)
A = DRAINAGE AREA (Ac)
Rv = 0.31 (SEE ABOVE)
V = 3630(1 ")(0.31x4.6)
V = 5,176 CF
PROVIDED AREA TO TREAT REQUIRED VOLUME
ASSUME 1Ff STORAGE DEPTH IN BIORETENTION AREA
AREA = VOLUME/DEPTH
AREA = 5,176 CF /1 FT
AREA = 5,176 SF
BIORETENTION SPECIFICATIONS
A. PLANTING SOIL
The soil mix should be uniform and free of stones, stumps, roots, or
other similar material greater than 2 inches.
The planting soil should be a homogenous soil mix, by weight,
consisting of:
85 -88% SAND
8 -12% FINES (SILT & CLAY)
3 -5% ORGANIC MATTER
The planting soils should be analyzed in a lab for Phosphorus. The
P -Index for bioretention should range between 10 and 30.
Planting soil media should be at minimum a depth of 2 &
Auer planting soil has been placed permeability should be tested and
should fall between 0.52 - 6 in/hr, 1-2 in/hr is p
Centipede grass sod should be installed in the Bioretention areas.
Sod should be stored, installed and maintained ' g to
manufacturer's standards.
V /
Ln 0 N
Ln q}- 0 PI
00 C �
N ±����
NJ-
zz0
4.
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7
ti
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O
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Ni U
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UKAUL
CJ
Peter D,, Fraccaroli
PROPOSED GRADE
.,
..
zzz
IN
Wake orest
3
3
(D M
.,
BOTTOM OF BIO
RETENTION POND: 373.00
'•
000rF
0 N
C5 r-,,
140.
PROPDXIED
3
T-- n :D
0
• •
•,•
1st DWQ SUBMITTAL
PROPOSED
•'••., r
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ille-
0 -31 -07
CLEAN OUT
•'
1 -18 -08
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k P , FOR FOREBA
39.40
--
----- - - - - -- J
e•• SLOPE:
•'
© 2008 BSC Group, Inc.
FILE:
BOTTOM OF
INLET PIPE INVERT:
3i42:85
■•
.•
L/) z •
FOREBAY: 37.00
SEE STORM
RAIN OUTFAL•L
Ir
LEN: 30.00
*sees
.,
.46,
SECTION VIEW
FOR DETAILS %%
''••...
•''''••••..
PROPOSED UNDERDRAIN
VERTICAL: 1 "
PROPOSED
TO DRAIN INTO BYPASS S
ALE
VEFtTICAL9.
1" = 30'
HORIZONTAL:
1* _ 3'
10 +50 11 +00 11 +50 12 +00
1310 RETENTION POND #3 - StCtION VIEW A=A
385
375
i1
370
DATUM ELE V
BIORETEN71ON CALCULATIONS
DRAINAGE AREA = 4.6 Ac
CALCULATE VOLUME OF RUNOFF USING THE SIMPLE METHOD
Rv= 0.05 +0.9(Ia)
Ia = IMPERVIOUS FRACTION = 0.29
Rv= 0.05 +0.9 (0.29) =0.31
REQUIRED VOLUME TO BE TREATED
V = 3630(Rd)(RvxA)
Rd = RAINFALL DEPTH (in)
A = DRAINAGE AREA (Ac)
Rv = 0.31 (SEE ABOVE)
V = 3630(1 ")(0.31x4.6)
V = 5,176 CF
PROVIDED AREA TO TREAT REQUIRED VOLUME
ASSUME 1Ff STORAGE DEPTH IN BIORETENTION AREA
AREA = VOLUME/DEPTH
AREA = 5,176 CF /1 FT
AREA = 5,176 SF
BIORETENTION SPECIFICATIONS
A. PLANTING SOIL
The soil mix should be uniform and free of stones, stumps, roots, or
other similar material greater than 2 inches.
The planting soil should be a homogenous soil mix, by weight,
consisting of:
85 -88% SAND
8 -12% FINES (SILT & CLAY)
3 -5% ORGANIC MATTER
The planting soils should be analyzed in a lab for Phosphorus. The
P -Index for bioretention should range between 10 and 30.
Planting soil media should be at minimum a depth of 2 &
Auer planting soil has been placed permeability should be tested and
should fall between 0.52 - 6 in/hr, 1-2 in/hr is p
Centipede grass sod should be installed in the Bioretention areas.
Sod should be stored, installed and maintained ' g to
manufacturer's standards.
V /
Ln 0 N
Ln q}- 0 PI
00 C �
N ±����
`""' "" 10 +00 10 +50 11 +00 11 +50
STORM DRAIN OUTFACE - SECTION VIEW
GRADE
380
370
i•
370
DATUM ELE V
Cupped Clean
Out Pipe -i Overflow Structure
Gross
12" Ponding
•
oil Media
Mix: 85 -88% Sand I I
8 -12% Fine
3 -5% Organic I I
Depth: Gross= 2'
10" #57 Stone
2'+ Distance to 4" Perforotei
Underdro
Water Table �
In Situ Sop
Webr T"
3:1
Filter Fabric
(or choking
stone)
BIORETENTION CONCEPTUAL LAYOUT: CROSS SECTION
NOT TO SCALE
UNDERDRAIN CALCULATIONS &NOTES
1. ALL UNDER DRAIN PIPING SHALL HAVE A MINIMUM SLOPE OF 0.5% AND SHALL BE CONSTRUCTED
OD SCHEDULE 40 OR SDR 35 SMOOTH WALL PVC PIPE,
2. A h1R4IlvIUM OF FOUR ROWS OF PERFORATIONS SHALL BE PROVIDED AROUND THE DIAMETER OF
THE PIPE,
3, PERFORATION SHALL BE PLACED SIX INCHES ON CENTER WITHIlN ROW FOR ENTIRE LENGTH AND
SHALL BE 3/8 -INCH IN DIAMETER.
CALCULATIONS (SECTION 5.7 OF NCDENR BMP MANUAL)
Q = FS (C) * (1) * (A)
Q = 10 (0.7) * (1") * (4.4 AQ
Q = 30.8 CFS
(S) ^ 0.5
Da �16 *(30.8) *(0.011) 3/8
(0.005) ^ 0.5
D =5.1
USING TABLE 5-1 (NCDENR BMP MANUAL) INSTALL TWO 4" PIPES
NJ-
zz0
4.
` w =.
7
ti
,k i•
:s
'1.
O
°0~
.. .
Q
>>>
CJ
Peter D,, Fraccaroli
In U
(•n
zzz
IN
Wake orest
Ln 00
(D M
1310 RETENTION POND #3
CALCULATIONS AND
000rF
0 N
C5 r-,,
140.
PROPDXIED
r-
d-
T-- n :D
0
• •
•,•
1st DWQ SUBMITTAL
0 cn
E•-- 0 >
O�O
ille-
0 -31 -07
INITIAL WF CP SUBMITTAL
4
1 -18 -08
N �
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O
'
,•
'
., cf)
Q
'
•• •• w
L1_
.,
,•
.,
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else.
EXISTING
Apex, North Carolina 27539
• ��'• LEN:
39.40
701 Corporate Center Dr., Suite 163
Raleigh, North Carolina
e•• SLOPE:
1.02%
© 2008 BSC Group, Inc.
FILE:
•
24"
DIA RCP
JOB. N0: 06020.40
■•
.•
L/) z •
''
EXISTING C-RADE
Ir
LEN: 30.00
*sees
.,
.46,
VERTICAL: 1 to = 30'
''••...
•''''••••..
ORIZONTAL: 1" = 3'
VERTICAL: 1 "
`""' "" 10 +00 10 +50 11 +00 11 +50
STORM DRAIN OUTFACE - SECTION VIEW
GRADE
380
370
i•
370
DATUM ELE V
Cupped Clean
Out Pipe -i Overflow Structure
Gross
12" Ponding
•
oil Media
Mix: 85 -88% Sand I I
8 -12% Fine
3 -5% Organic I I
Depth: Gross= 2'
10" #57 Stone
2'+ Distance to 4" Perforotei
Underdro
Water Table �
In Situ Sop
Webr T"
3:1
Filter Fabric
(or choking
stone)
BIORETENTION CONCEPTUAL LAYOUT: CROSS SECTION
NOT TO SCALE
UNDERDRAIN CALCULATIONS &NOTES
1. ALL UNDER DRAIN PIPING SHALL HAVE A MINIMUM SLOPE OF 0.5% AND SHALL BE CONSTRUCTED
OD SCHEDULE 40 OR SDR 35 SMOOTH WALL PVC PIPE,
2. A h1R4IlvIUM OF FOUR ROWS OF PERFORATIONS SHALL BE PROVIDED AROUND THE DIAMETER OF
THE PIPE,
3, PERFORATION SHALL BE PLACED SIX INCHES ON CENTER WITHIlN ROW FOR ENTIRE LENGTH AND
SHALL BE 3/8 -INCH IN DIAMETER.
CALCULATIONS (SECTION 5.7 OF NCDENR BMP MANUAL)
Q = FS (C) * (1) * (A)
Q = 10 (0.7) * (1") * (4.4 AQ
Q = 30.8 CFS
(S) ^ 0.5
Da �16 *(30.8) *(0.011) 3/8
(0.005) ^ 0.5
D =5.1
USING TABLE 5-1 (NCDENR BMP MANUAL) INSTALL TWO 4" PIPES
380
GRADE
r�Li7
= 30'
"
_ 3'
iJOf "v 10 +00 10 +50 11 +00
STORM DRAIN OUTFACE - SECTION VIEW
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
BY THE TOWN of WAKE FOREST
PUBUC WORKS & UTILITIES DATE
ENGINEERING DEPARTMENT E�_
FIRE PREVENTION DA It
SUEOVISION ADMINISTRATOR DATE
CITY OF RALEIGH UTRJTIES DATE
Zip
• H .CAR
4.
` w =.
7
ti
,k i•
:s
'1.
O
0 ,
• 43< ��'^ " "}iiY'•'{�in�;r:! ;5�,:r,,`;i`' 11111111111,,,
01 -18 --2008
t �• .tj�n
CJ
Peter D,, Fraccaroli
PROFESSIONAL ENGINEER
THE MEADOWS
N C�
• O I�
IN
Wake orest
North C
(D M
1310 RETENTION POND #3
CALCULATIONS AND
000rF
+ d" . .
--
140.
DATE
r-
d-
T-- n :D
0
• •
•,•
1st DWQ SUBMITTAL
0 cn
E•-- 0 >
2nd DWQ SUBMITTAL
3
0 -31 -07
INITIAL WF CP SUBMITTAL
4
1 -18 -08
N �
'
Q0
In
'
,•
'
+
'
SUBM1"`-1- L SET
0
else.
EXISTING
Apex, North Carolina 27539
919--303 --8525
701 Corporate Center Dr., Suite 163
Raleigh, North Carolina
0 4.
.
© 2008 BSC Group, Inc.
FILE:
Q '
>
SHEET 25 OF 36
JOB. N0: 06020.40
■•
.•
L/) z •
.•
,•
.•
Ir
LEN: 30.00
SLOPE: 0.67%
15" DIA RCP
,
VERTICAL: 1 "
PROPOSED
GRADE
ORIZONTAL:
380
GRADE
r�Li7
= 30'
"
_ 3'
iJOf "v 10 +00 10 +50 11 +00
STORM DRAIN OUTFACE - SECTION VIEW
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
BY THE TOWN of WAKE FOREST
PUBUC WORKS & UTILITIES DATE
ENGINEERING DEPARTMENT E�_
FIRE PREVENTION DA It
SUEOVISION ADMINISTRATOR DATE
CITY OF RALEIGH UTRJTIES DATE
Zip
• H .CAR
4.
` w =.
7
ti
,k i•
:s
'1.
•{,, A.
1 e
y •4.:
Ih • �1
r. r
.M
0 ,
• 43< ��'^ " "}iiY'•'{�in�;r:! ;5�,:r,,`;i`' 11111111111,,,
01 -18 --2008
t �• .tj�n
Peter D,, Fraccaroli
PROFESSIONAL ENGINEER
THE MEADOWS
CONSTRUCTION
IN
Wake orest
North C
Wake County
1310 RETENTION POND #3
CALCULATIONS AND
DETAILS
JANUARY 18, 2008
140.
DATE
DESC,
1
0 -19 -07
1st DWQ SUBMITTAL
2
0 -26 -07
2nd DWQ SUBMITTAL
3
0 -31 -07
INITIAL WF CP SUBMITTAL
4
1 -18 -08
3rd DWQ SUBMITTAL
SUBM1"`-1- L SET
PREPARED FOR:
1ST AMERICAN BUILDERS
2514 Reliance Avenue
Apex, North Carolina 27539
919--303 --8525
701 Corporate Center Dr., Suite 163
Raleigh, North Carolina
27607
919w85"81 1
© 2008 BSC Group, Inc.
FILE:
DWG. NO: C.8.2
SHEET 25 OF 36
JOB. N0: 06020.40

8
V
N
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0
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C2,
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t., t
:=t �' , µ:Y 01-18-2008
,N
Peter D. Fraccaroll
PROFESSIONAL ENGINEER
THE MEADOWS
CONSTRUCTION P S
IN
Wake
North
Wake County
BI RE TENTI N POND #4
CALCULATIONS AND
: DETAILS Y
J ANUARY 18, 2008
NO,
DATE
DESC,
1
0 -19 -07
1 st DWQ SUBMITTAL
2
0 -26 -07
2nd DWQ SUBMITTAL
3
1 0 -31 -07
INITIAL WF 0P SUBMITTAL
4
1 -18 -08
arc! DWQ SUBMITTAL
SUBMI `1 L SET
PRONM FOR:
1ST AMERICAN BUILDERS
2514 Reliance Avenue
Apex, North Carolina 27539
919- 303 --8525
701 Corporate Center Dr., Suite 163
Raleigh, North Carolina
2.7607
919- 85"811
© 2008 BSC Group, Inc.
FILE:
DWG. N0: C.8.3
SHEET 26 OF 36
06020.00

k.
<
r-
2
' 1
010 = 19.1 CFS ' ~•�j
SLOPE a 25'X .
• 7
MANNING'S N = 0.041 ••s''�• ••• <
HEMT = VARIES
SIDE SLOPES = 2:1
DEPTH OF FLOW: 2.8 INCHES
VELOCITY= 64 FPS
TOP WIDTH = VARIES
BOTTOM WIDTH = 12 FT
PERMISSIBLE SHEAR STRESS = 4,0 PSF
CALCULATED SHEAR STRESS = 3.61 PSF
TOP WIDTH. OF BYPASS SWALE
16 FEET
TOP WIDTH OF PERMANENT TURF REINFORCEMENT MAT
12 FEET
BOTTOM WIDTH OF BYPASS SWALE
• NORMAL DEPTH 2.8 INCHES
EXISTING GRADE
PROPOSED FINISH GRADE
•- •••- .� .•• N•- N•- N• N•_ ••• N• N• N. N. N• N• N• ••• N• N• N• N. N. N• N• ••• N. ••. N• N� N•
NORTH AMERICAN GREEN P550
(PERMANENT TURF REINFORCEMENT MAT)
STAPLE PATTERN = "E"
B10 RETENTION POND ifl, BYPASS SWALE WITH ARMOR LINING
VARIES
TOP WIDTH OF BYPASS SWALE
I _ _ 16 FEET
TOP WIDTH OF PERMANENT TURF REINFORCEMENT MAT
12 FEET
BOTTOM WIDTH OF BYPASS SWALE
2 .
1
NORMAL DEPTH 3.8 INCHES
EXISTING GRADE
PROPOSED FINISH GRADE
010 = 21.8 CFS: N' {•` I • • �`-
SLOPE = 10.7X •• .
MANNING'S N = 0,041 • • • • • • • • • • • • • ,•• N• N• ••• N• N• • • N N• N• ••• N• • • • „• ••• N• N • N• • N • • • • ••• N M • • • ••
HEIGHT =VARIES .
SIDE SLOPES = 2:1 NORTH AMERICAN P550
DEPTH OF FLOW 3.8 INCHES (PERMANENT TURF REINFORCEMENT MAT)
VELOCITY = 5.3 FPS STAPLE PATTERN = "E"
TOP WIDTH = VARIES
BOTTOM WIDTH = 12 FT
PERMISSIBLE SHEAR STRESS = 4.0 PSF
CALCULATED SHEAR STRESS = 2.13 PSF BIO ARMOR LININ POND. #2 GYP wA
RETENTION
VARIES
TOP WIDTH OF BYPASS SWALE
.16 FEET
TOP WIDTH OF PERMANENT TURF REINFORCEMENT MAT
12 FEET EXISTING GRADE
BOTTOM WIDTH OF BYPASS SWALE
2 2
. 1 1
NORMAL DEPTH 4.9 INCHES
•N PROPOSED FINISH GRADE
010 22.0 CFS • :. . ••.
SLOPE = 5.0X
MANNING'S N = 0.041 ,.. ................ ..... ....... ..... ..... ... .. ... .
•,• • • N• •• ••• N• • • N •• •,• • • • N N• N• N • • N •• N• ••• ••• N• N N• N• N• • N N• N• • • N• N N• N• • N N N• N• N• M ••• N• N• N• N
HEIGHT =VARIES
SIDE SLOPES = 2 :1 NORTH AMERICAN GREEN P550
DEPTH OF FLOW: 4.9 INCHES (PERMANENT TURF REINFORCEMENT MAT)
VELOCITY • 4.2 FPS STAPLE PATTERN = "E"
TOP WIDTH = VARIES
BOTTOM WIDTH = 12 FT
PERMISSIBLE SHEAR STRESS _ 4.0 PSF
CALCULATED SHEAR STRESS = 1,3 PSF
' LINING
VARIES
' TOP WIDTH OF BYPASS SWALE
16 FEET
TOP WIDTH OF PERMANENT TURF REINFORCEMENT MAT
12 FEET
BOTTOM WIDTH OF BYPASS SWALE
2 2
1 1
NORMAL DEPTH = 2.11 INCHES
'EXISTING GRADE
• PROPOSED FINISH GRADE
010 a 18.3 CFS ' K7
,, •
SLOPE 20.9X ---- ----- --- _. _...�. _.._.__ •
s
MANNING'SN = 0.041 ..... :........ :.. :.• ::.. ;,...... ;. ;,,;. ;.. ;. ;.... ;..,..a.
HEIGHT =VARIES
SIDE SLOPES = 2:1 NORTH AMERICAN GREEN P550
DEPTH OF FLOW: 2.9 INCHES (PERMANENT TURF REINFORCEMENT MAT)
VELOCI TY = 6.2 FPS STAPLE PATTERN "E"
TOP WIDTH m VARIES
BOTTOM WIDTH = 12 FT
PERMISSIBLE SHEAR STRESS = 4,0 PSF
CALCULATED SHEAR STRESS = 3.10 PSF
B10 RETENTION POND
BYPASS SWALE WITH ARMOR LINING
http: / /www.cfp- geosymhetics.com/
*2 "-5" (Scm- 12.Scm)
6' (
*2' -S' (Scm- 115cm)
611
*2 " -S' (Scm -1 ZScm)
Welcome to the website of
CFP
A FERGUSON ENTERPRISE
We're the most comprehensive
single source of geosynthetic
supplies and knowledge in the
Carolinas.
Please explore our site and feel
free to contact us so we can
explain how we can solve your
sitework problems,
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work, like the ones at right,
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Charlotte Warehouse
C FP A Ferguson use n En to r r
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# 1417 =
= -
1 0039 Industrial
D
28134
PI viii NC _
_
Phone: [phone]
55 0500 .
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CFP - A Ferguson Enterprise
STAPLE PATTERN GUIDE
(A-) 6.5' and 6.67' roll widths only
•z• -s• (srn, -uscm)
Seam StltchTMS
330.0m)
0.7 STAPLES PER SO. YD.
(0.8 STAPLES PER SO. M)
For bbnkets with the optional North American
Green DOT System* place staples/stakes
t111'OIK,�h each of the BLUE colored dots.
nB
NWE&
AM
Gt9:WW
EROSION CONTROL Products
Guaranteed SOLUTIONS
14649 Highway 41 North
Evansville, IN 47725
USA 1- 800 - 772 -2040
www.nagreen.com
*2' -5' (Scm- 12.5cm) *2 " -S• (Scm- 12.Scm)
2' (0 <6m) 1.6 (O.Sm)
; Sesm Stitch'"
Stitch TM 4'(1.2m)
n)
3.3' (1.0m)
1m)
Mr MW
1.15 STAPLES PER SO. YD. 1.7 STAPLES PER SO. YD.
(1.35 STAPLES PER SO. M) (2.0 STAPLES PER SO. M)
For blankets with the optional North American For blankets with the optional North American
Green DOT System* place staples/stakes Green DOT System® place staples/stakes
through each of the RED colored dots• through each of the GREEN colored does.
0
2' (06m) *2' -S' (Scm- 12.Scm) 0 *2' -5' (5cm- 12.Scm)
Seam Stitch'"' 10" (O <25m)
W 1W
4'(1.2m) 4 (1.2m) Seem Stitch'"4
20" (O.Sm) 10' (a2Sm)
1 � 1
i
o o,
20 (O.Sm)
3.3'(1.0m)
0 0 0 �►
3.3'(1.0m)
0 00+� •
AIL
Wr low
3.4 STAPLES PER SO. YD. 3<7S STAPLES PER SO. YD.
(4.1 STAPLES PER SO. M) (4.5 STAPLES PER SO. M)
For blankets with the optional North American For blankets with the optional North American
Green DOT System* place staples/stakes Green DOT System* place staples/stakes
through each of the WHITE colored dots. through each of the YELLOW colored dots.
*Location of Seam Stitchym Win vary depending on North American Green product type:
MATERIAL SPECIFICATION
NCRTH
P550
'Ihe composite turf reinforcement mat (CaTRM) shall be amachine- produced mat of 100% UV stabilized polypropylene
fiber matrix incorporated into a permanent three-dimensional turf reinforcement matting.
The matrix shall be evenly distributed across the entire width of the matting and stitch bonded between the bottom and
middle ultra heavy duty W stabilized nettings with 0.50 x 0.50 inch (1.27 x 1.27 cm) openings and then covered by an
ultra heavy duty iN stabilized nettings with 0.50 x 0.50 inch (1.27 x 1.27 cm) openings. The middle, dramatically
corrugated (crimped) netting shall form prominent closely spaced ridges across the entire width of the mat. The three
nettings shall be stitched together on 1.50 inch (3.81 cm) centers with W stabilized polypropylene thread to form a
permanent three - dimensional tuff reinforcement matting.
The PSSO shall meet requirements established by the Erosion Control Technology Council (ECTC) Specification and the
U.S. Department of Transportation, Federal Highway Administration's (FHWA) Standard Specifications For
Construction of Roads and Bridges on Federal Highway Projects, FP -03 2003 Section 713.18 as a Type SA, B, and C
Permanent Turf Reinforcement Mat.
Installation staple patterns shall be clearly marked on the turf reinforcement mattings with environmentally safe paint. All
mats shall be manufactured with a colored thread stitched along bob outer edges (approximately 2 -5 inches [5 -12.5 cm]
from the edge) as an overlap guide for adjacent mats.
The composite turf reinforcement mat shall be the North American Green P550, or equivalent. The P550 permanent
composite turf reinforcement mat shall have the following physical properties:
Material Content
Matrix 100% W Stabilized Polypropylene Fibers
(0.50 lbs/yd2) (0.27 kg/m2)
Netting Top and bottom- Ultra Heavy Duty W Stabilized Polypropylene
(241b/1,000 ft' [ 11. 7 kg/100 m2] approximate weight)
Mid - Corrugated Ultra Heavy Duty W Stabilized Polypropylene
(241b/1,000 W [11.7 kg/100 mZ] approximate weight)
Thread W Stabilized Polypropylene
P550 is Available with the Following Physical Specifications Per Roll [English Units (Metric Units)]
Width 6.50 ft (2.00 m)
Length 55.50 ft (16.90 m)
Weight :h 10% 521bs (23.59 kg)
Area 40.00 yd2 (33.40 m)
Stitch Spacing for All Rolls =1.50 inches (3.81 cm)
CHANNEL INSTALLATION
s
NORTH
AMERICAN
GREEN
r f r.TR 01 Products
Guaranteed ' ifTiot4c
14649 HIGHWAY 41 NORTH
EVAWALLE, IN 47725
800-- 772 -2040
WWW.nogreen.com
0 S_ds)
Updated 1/2W4
2'0
(30, )
a•
0 5 Ctrl)
(15-cm)
0
CM 5 12.5 CM)
. � 4
1, PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL -O --SEED DO NOT SEED PREPARED AREA. CELL-0-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 8" (15 CM.1 DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" 30 CM) OF REM's
EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP s WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30 CM) APART IN THE
W TOM OF THE TRENCH. BACKFILL AND COMAPCT THE TRENCH AFTER S'T'APLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF
RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE REM's OVER COMPACTED SOH. WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12" (30 CM)
ACROSS THE WIDTH OF THE RECP's.
3. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
RECP's THE DOT "ELA�nNEPDLTO
ST AES /STAKES SHOUT: CBE KACNEDSTH THROUGH EACH OF THE CEO 0 ED DOTS CORRESPONDING TO TO THE APPROPRIATE NST GUIDE. PATTERN.
4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM)
APART AND 4" (10 CM) ON CENTER TO SECURE RECP's. I
5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM)
DEEP X 6" (15 CM) WIDE TRENCH. BACKM AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT REM's MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS, USE A DOUBLE ROW OF STAPLES
STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL END OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM)
WIDE TRENCH. SACKFILL AND COMPACT THE TRENCH AFTER STAPUNG.
NOTE:
+ IN LOOSE SOIL CONDMONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN S" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's.'
NOTE:
A CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
8 A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE
C S. PROJECTED WATER LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
C. CHANNEL. BOTTOM /SIDE •* IN LOOSE SOIL CONDITIONS. THE USE OF STAPLE
%1;:• r } SLOPE VERTICES "
OR STAKE LENGTHS GREATER THAN 6 (15 cm) MAY
BE NECESSARY TO PROPERLY ANCHOR THE RECP's.
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
BY THE TOWN OF WAKE FOREST
PUIBUG WORKS & UTILITIES DATE
FIRE PREVEN-FlON DATE
SUMVISION ADMINISTRATOR DATE
CITY OF RALEIGH U TIES DATE
REV. 01/05
.4& .yr
4;4, YEr YY
,
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111 11 11
1< .
t• :
- -
r
1.
of � 8 2008
fi�
off.,
Peter D. Fraccarroll
PROFESSIONAL ENGINEER
THE MEADOWS
ON, "
bTR CTI 0 S
IN
Wake Forest. . ,
North
Wake County
B10 RETENTION
CALCUIATIONS, DETAILS,
& SPECIFICATIONS
J MUARY 18, 2008
NO* DATE DESC.
1 0-- l 9--07 let DWO SUBMITTAL
2 0 -26 -07 2nd DWQ SUBM"AL
3 0 -31 -07 INITIAL WF CP SUBMITTAL
4 1- -18 -08 3rd DWQ SUBMITTAL
SUBMI- -i- L SET
PREPARED FOR:
1ST AMERICAN BUILDERS
251.4 Reliance Avenue
Apex, North Carolina 27539
919 -303 --8525
701 Corporate Center Dr., Suite 163
Raleigh, North Carolina
27607
919 -854 -0811
© 2008 BSC Group, Inc.
FILE:
DWG. N0: C.8.5
SHEET 27 OF 36
JOB. N 0: 06020.00
MATERIAL SPECIFICATION
NCRTH
P550
'Ihe composite turf reinforcement mat (CaTRM) shall be amachine- produced mat of 100% UV stabilized polypropylene
fiber matrix incorporated into a permanent three-dimensional turf reinforcement matting.
The matrix shall be evenly distributed across the entire width of the matting and stitch bonded between the bottom and
middle ultra heavy duty W stabilized nettings with 0.50 x 0.50 inch (1.27 x 1.27 cm) openings and then covered by an
ultra heavy duty iN stabilized nettings with 0.50 x 0.50 inch (1.27 x 1.27 cm) openings. The middle, dramatically
corrugated (crimped) netting shall form prominent closely spaced ridges across the entire width of the mat. The three
nettings shall be stitched together on 1.50 inch (3.81 cm) centers with W stabilized polypropylene thread to form a
permanent three - dimensional tuff reinforcement matting.
The PSSO shall meet requirements established by the Erosion Control Technology Council (ECTC) Specification and the
U.S. Department of Transportation, Federal Highway Administration's (FHWA) Standard Specifications For
Construction of Roads and Bridges on Federal Highway Projects, FP -03 2003 Section 713.18 as a Type SA, B, and C
Permanent Turf Reinforcement Mat.
Installation staple patterns shall be clearly marked on the turf reinforcement mattings with environmentally safe paint. All
mats shall be manufactured with a colored thread stitched along bob outer edges (approximately 2 -5 inches [5 -12.5 cm]
from the edge) as an overlap guide for adjacent mats.
The composite turf reinforcement mat shall be the North American Green P550, or equivalent. The P550 permanent
composite turf reinforcement mat shall have the following physical properties:
Material Content
Matrix 100% W Stabilized Polypropylene Fibers
(0.50 lbs/yd2) (0.27 kg/m2)
Netting Top and bottom- Ultra Heavy Duty W Stabilized Polypropylene
(241b/1,000 ft' [ 11. 7 kg/100 m2] approximate weight)
Mid - Corrugated Ultra Heavy Duty W Stabilized Polypropylene
(241b/1,000 W [11.7 kg/100 mZ] approximate weight)
Thread W Stabilized Polypropylene
P550 is Available with the Following Physical Specifications Per Roll [English Units (Metric Units)]
Width 6.50 ft (2.00 m)
Length 55.50 ft (16.90 m)
Weight :h 10% 521bs (23.59 kg)
Area 40.00 yd2 (33.40 m)
Stitch Spacing for All Rolls =1.50 inches (3.81 cm)
CHANNEL INSTALLATION
s
NORTH
AMERICAN
GREEN
r f r.TR 01 Products
Guaranteed ' ifTiot4c
14649 HIGHWAY 41 NORTH
EVAWALLE, IN 47725
800-- 772 -2040
WWW.nogreen.com
0 S_ds)
Updated 1/2W4
2'0
(30, )
a•
0 5 Ctrl)
(15-cm)
0
CM 5 12.5 CM)
. � 4
1, PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL -O --SEED DO NOT SEED PREPARED AREA. CELL-0-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 8" (15 CM.1 DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" 30 CM) OF REM's
EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP s WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30 CM) APART IN THE
W TOM OF THE TRENCH. BACKFILL AND COMAPCT THE TRENCH AFTER S'T'APLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF
RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE REM's OVER COMPACTED SOH. WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12" (30 CM)
ACROSS THE WIDTH OF THE RECP's.
3. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
RECP's THE DOT "ELA�nNEPDLTO
ST AES /STAKES SHOUT: CBE KACNEDSTH THROUGH EACH OF THE CEO 0 ED DOTS CORRESPONDING TO TO THE APPROPRIATE NST GUIDE. PATTERN.
4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM)
APART AND 4" (10 CM) ON CENTER TO SECURE RECP's. I
5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM)
DEEP X 6" (15 CM) WIDE TRENCH. BACKM AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT REM's MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS, USE A DOUBLE ROW OF STAPLES
STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL END OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM)
WIDE TRENCH. SACKFILL AND COMPACT THE TRENCH AFTER STAPUNG.
NOTE:
+ IN LOOSE SOIL CONDMONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN S" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's.'
NOTE:
A CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
8 A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE
C S. PROJECTED WATER LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
C. CHANNEL. BOTTOM /SIDE •* IN LOOSE SOIL CONDITIONS. THE USE OF STAPLE
%1;:• r } SLOPE VERTICES "
OR STAKE LENGTHS GREATER THAN 6 (15 cm) MAY
BE NECESSARY TO PROPERLY ANCHOR THE RECP's.
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
BY THE TOWN OF WAKE FOREST
PUIBUG WORKS & UTILITIES DATE
FIRE PREVEN-FlON DATE
SUMVISION ADMINISTRATOR DATE
CITY OF RALEIGH U TIES DATE
REV. 01/05
.4& .yr
4;4, YEr YY
,
� � *� .•... „ :fir
.•:�'::• ' r. .
�'• 4. • '
'w
•s
Y�
t•
�cr..
:1
<K;
r...
•Y:•.
t
K:'• K
�Y•
1
:
1
r.
'h.� V 5�f .••..
1 y
4�
1�•`
Jk
111 11 11
1< .
t• :
- -
r
1.
of � 8 2008
fi�
off.,
Peter D. Fraccarroll
PROFESSIONAL ENGINEER
THE MEADOWS
ON, "
bTR CTI 0 S
IN
Wake Forest. . ,
North
Wake County
B10 RETENTION
CALCUIATIONS, DETAILS,
& SPECIFICATIONS
J MUARY 18, 2008
NO* DATE DESC.
1 0-- l 9--07 let DWO SUBMITTAL
2 0 -26 -07 2nd DWQ SUBM"AL
3 0 -31 -07 INITIAL WF CP SUBMITTAL
4 1- -18 -08 3rd DWQ SUBMITTAL
SUBMI- -i- L SET
PREPARED FOR:
1ST AMERICAN BUILDERS
251.4 Reliance Avenue
Apex, North Carolina 27539
919 -303 --8525
701 Corporate Center Dr., Suite 163
Raleigh, North Carolina
27607
919 -854 -0811
© 2008 BSC Group, Inc.
FILE:
DWG. N0: C.8.5
SHEET 27 OF 36
JOB. N 0: 06020.00