20151323 Ver 1 _Plan Set _20160106

VICINITY MAP
NTS
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Utilities Department at [phone] at
least twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh.
WILLOUGHBY SLBD1.V1S10.N-
CONSTRUCTION
PLANS
ROLESVILLE, N.C.
APRIL 9,2015
REVISED OCTOBER, 23 2015
DEVELOPER:
HHHUNT COMMUNITIES
1401 SUNDAY DRIVE
RALEIGH, NC 27607
[phone]
jwlambert@hhhunt-com
CIVIL ENGINEER:
JOHN A. EDWARDS & COMPANY
Consulting Engineers
333 Wade Ave
Raleigh, N.C. 27605
Phone [phone]
FAX [phone]
SITE DATA
ADDRESS:
PIN:
OWNERS:
TOTAL ACREAGE:
LOTS ACREAGE:
R/W DEDICATION:
STREET ACREAGE:
OPEN SPACE:
EXISTING ZONING:
PROPOSED ZONING:
NUMBER OF LOTS:
MINIMUM LOT SIZE:
MINIMUM LOT WIDTH:
FRONT SETBACK:
REAR SETBACK:
SIDE SETBACK:
CORNER SETBACK:
BUFFER YARD:
4813 ROGERS ROAD
1759.15-63-6631
HHHUNT ROGERS LLC
1401 SUNDAY DRIVE
RALEIGH, NC 27607
53.88 AC.
34.27 AC.
0.52 AC.
6.24 AC.
12.85 AC.
R-1
R-2, SUP
88 LOTS
15,000 SF
85'
30'
25'
12'
22'
o'
PUBLIC IMPROVEMENT QUANTITIES
PHASE NUMBER(S)
1
SHEET INDE X
CE -1
LOT NUMBER(S)
EXISTING CONDITION
CE -2
88
SUBDIVISION PLAN
CE -3
WATER (LF)
UTILITY PLAN
CE -4
9251 LF
GRADING & STORMWATER PLAN
LA
-1
LANSCAPING PLAN
CE -5
STREET A PLAN & PROFILE
CE -6
STREET B PLAN & PROFILE
CE -7
STREET B PLAN & PROFILE
CE -8
STREET C PLAN & PROFILE
CE -9
STREET D PLAN & PROFILE
CE -10
STREET D PLAN & PROFILE
CE -1
I
STREET E PLAN & PROFILE
CE -12
ROGERS ROAD PLAN & PROFILE
CE -13
ROGERS ROAD PLAN & PROFILE
CE -14
ROGERS ROAD PLAN & PROFILE
CE -15
OUTFALL PUMP STATION
CE -16
OUTFALL A PLAN & PROFILE
CE -17
OUTFALL A PLAN & PROFILE
CE -18
OUTFALL A & C PLAN & PROFILE
CE -19
OUTFALL B PLAN & PROFILE
CE -20
OUTFALL D PLAN & PROFILE
CE -21
OUTFALL E PLAN & PROFILE
CE -22
SITE DETAILS
CE -23
UTILITY DETAILS
CE -24
UTILITY DETAILS
CE -25
UTILITY DETAILS
CE -26
STORMWATER
DETAILS
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Utilities Department at [phone] at
least twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh.
WILLOUGHBY SLBD1.V1S10.N-
CONSTRUCTION
PLANS
ROLESVILLE, N.C.
APRIL 9,2015
REVISED OCTOBER, 23 2015
DEVELOPER:
HHHUNT COMMUNITIES
1401 SUNDAY DRIVE
RALEIGH, NC 27607
[phone]
jwlambert@hhhunt-com
CIVIL ENGINEER:
JOHN A. EDWARDS & COMPANY
Consulting Engineers
333 Wade Ave
Raleigh, N.C. 27605
Phone [phone]
FAX [phone]
SITE DATA
ADDRESS:
PIN:
OWNERS:
TOTAL ACREAGE:
LOTS ACREAGE:
R/W DEDICATION:
STREET ACREAGE:
OPEN SPACE:
EXISTING ZONING:
PROPOSED ZONING:
NUMBER OF LOTS:
MINIMUM LOT SIZE:
MINIMUM LOT WIDTH:
FRONT SETBACK:
REAR SETBACK:
SIDE SETBACK:
CORNER SETBACK:
BUFFER YARD:
4813 ROGERS ROAD
1759.15-63-6631
HHHUNT ROGERS LLC
1401 SUNDAY DRIVE
RALEIGH, NC 27607
53.88 AC.
34.27 AC.
0.52 AC.
6.24 AC.
12.85 AC.
R-1
R-2, SUP
88 LOTS
15,000 SF
85'
30'
25'
12'
22'
o'
PUBLIC IMPROVEMENT QUANTITIES
PHASE NUMBER(S)
1
NUMBER OF LOTS(S)
88
LOT NUMBER(S)
1-88
NUMBER OF UNITS
88
OPEN SPACE
YES
WATER (LF)
7555 LF
PUBLIC SEWER (LF)
9251 LF
PUBLIC STREET (LF)
6570 LF
PUBLIC SIDEWALK (LF)
6527 LF
MAXIMUM IMPERVIOUS AREA SQUARE FOOTAGE ON EACH
INDIVIDUAL LOT WILL BE STRINGENTLY ENFORCED WITH NO
EXCEPTIONS INTO PERPETUITY. PLANS APPROVED WITH A
MAXIMUM IMPERVIOUS SURFACE OF 4.000 SF PER LOT.
Public
Water Distribution/Extension System
The City of Raleigh consents to the connection and extension of the
City's public water system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
Public
Sewer Collection/Extension System
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 shall conform to the
standards and specifications of the City's Utilities Handbook
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

EX 20' SANITARY
SEWER EASEMENT
BM 2004 PG 2376
// / ////�\A�c '`SEX• $�-� fm;:
NRB��
�M — — FM�� EXISTING WATER SERVICE
(APPROXIMATE LOCATION)
REDUS RALEIGHF
HOUSING LLC \\ \ \
D.B. 14855, PG. 2303
PIN# 1759.15-64-6668
-EXISTING SANITARY VACANT
SEWER
FORCEMAIN
\ \
(APPROXIMATE LOCATION) — — —
FM— — — — — — — — — — — — — — — —
�FM FM M FM
\ \ v IV Kd — — ��JAL-m -� — =M= -fir —F / " • 1� \ \ F \ \ —r /
'-330 NRB
/ \ V A
50' NEUSE //✓// /// //� ��A�\ — �_ -- / —����—��v _ �� w 1 y
RIVER BUFFERI, b / / A 50 NEUSE _ _ - _ — _ —�\ — A/ wv— — _ 340 — _= B`
// // // / // ��vABUFFER:�--� / //� —
(FROM TOP OF / / / / \ \ \ RIVER N1R6_
'CREEK BANK �i / / // / / — \\ \ \ FROM TOP OF-
CREEK BANK — — —
/ \ _) - — — — — — —
\ 100 TOWN OF ROLESVILLE BUFFER /=100 TOWN OF ROLESVILLE BUFFER_
I (FROM TOP OF CREEK BANK) /// / / / // / / / / \ \ \ \ = _ — ( ) /
1 / FROM TOP OF CREEK BANK
50 NEUSE / /i
RIVER BUFFER, /// \
\ \�—_. ---- �\�� \�\\\\ \—_/ / \//\_ FROM TOP OF
�J
/i/ ---_--_ v\s��A\\V\\ \\\\ / (
I l � // /�i/ / / \\\s` �� _-- // / — --\\\�\\\\\\ \\\ � � / /// /) CREEK BANK \\\
III lI/l ���/ /i /// //// y // / /\� vv_ _—/ —_ /� _;----_w�svvy�\ VA VA _ —/ / l �� / / k \ ) llI llll�/III�I//�v VAA v v vvvv \
VAvvvvvvAvvv� / YJ AK
v vIII /II II (�A\\v\Vvv\vvvv V A v_I
\ \ C:)
\ I I ( I 1 \ \\ \\\ \ —
/ / / / / / — — — — / / — — — — \sa \\ \ \\ —E RS IP/ / I IIII I ) I I \ \ \ \\
/a/ /l�/ / // /�// / // \ 370 ��� /i/ — v SVA\VAV\ VAVA\\ \\VAVA VA —\ V ( 111 III ) I / I I VA\\ VA \\\ \V A FM t__--
1 / / // / — — — \ \ \ \ \ \ \\ \ UT L19 ENT \ I III V III / \ \ � \ \\ —AFM
3�6 P 943 / A A \I I I I ( I I ( \\ \ \ \ EXISTING SANITARY
U SEWER FORCE MAIN
APPROXIMATE LOCATION
( )
___—// \I \1v�_ —IIII VA\1 1111 III III V�)\ \ \
LJ
—375 � ,� i � �— / / / �g
\\ \ I \1 I NRB \
1 1 I \ 1 11 I\\ \\ \
I I I I I I \ \\V A \ I \ \A \ EX 30' SANITARY
SEWER EASEMENT
BM 2007 PG 445
.380
395� \ / /
\\
FREE -
MAN F 1 111 v\
ARM I
WAY i - _ vv v vvv vv vv y vvvvv vvv v y
1) I I I I I v� TRACT 3
50' PUBLIC R/W v
\\\V\\VA\VA\vvv v� // �fi� ✓ (/ vvv //\ 3s
EX MH L
/�,_— 5 1
/ — 53.44 AC 100' TOWN OF ROLESVILLE BUFFER\\
/ 365
,_/
I / �\ i ) (FROM TOP OF CREEK BANK)
DB 11209 PG 445 / `\
\\\ \\PIN\\173s955_ .15-6�3
EXISTING WATER SERVICE
\\ (APPROXIMATE LOCATION)
HERITAGE EAST PH2
I'S
II \
365 v /
- -v \
BM 2013 PG 00075
\ \ \\ EX 20' SANITARY
375 / \ \\ \ I I I l / / / / / / \ " r
v \—�—� /
1�\VA \ VA VA\\ \VA\ \� v�// //i --' \� �— / / —✓ / / � v \ 1\ \ \\V A I I I I / / // / // / ----�� � SEWER EASEMENT
J I I ( i 1 o I \ \ \ \ \ \ \ / I I I I I / V A \ \ \ V A \ V A \ _ / / / / / A \ \— — / — / v A \ V I I \ / / BM 2004 PG 2376
��_ l \\ \ \ \ VA \ \ v V \\ \VA \\ \�\ VA\V AVAV _ / / / / / ) I)I 1I III I ) / / 370
380
} _j _
m w w
J J
z
O
W
U
z
z
w
0
0
U
2
U
W
J
0
U
O
D
U
Z
SEALy q
022911
N/F
— REDRALEIGH HOUSING
LLC
\) D.B. 14855, PG. 23031 _375 —\ /
PIN 1759.16-72-7673
#
VACANT
Q
/ 3 WAKE
�t // --- I I I I I I I I y y // I �— Az
M RSZFI—COA P, o / / \ \ 1 I I I I I I / / _ // / / / / / o
T LITl� EASEE�IX
/�e8 �G \ \ I 385
'IE
\\\ 1 y \\I III 1T_
T_
�I—I—
/1 EXISTING \ v v — /EXISTING / \ \ — ✓ y \ \ \ 1 I I I I I I I III / I v / / / / // / / / / / / / — 0
N/F / / / ) / ) I I I \ \ A V I I I I I I I v v _ — / / B RN \ V \ r — — —_ _ / A \ \ V I I 1 I I I I / EXISTING V / / / / / / / / / /// / i �1 z
CONSTANCE R MITCHELL — / / / / / \V I I I A N — / V A I I /// / / / // / / ( \ I Z
M.B. 1995, PG. 578 / / / / / / / / I \\ I I \ \ \ \ \ I kXI INGI I V A V \ \ / / \ / v \ I I I
\ \ \ \ \ I I \ \ WETLANDS
V SILO A VA\ \\ v �_—� / /
PIN# 1759.15-64-6668 \ \ V A A V v --EXISTING / / / A \ %
VACANTASH D
v�
I v
HOUSE G✓ / ` i/ EXIST
SHED
XISTINING- u,
EXISTING/EXISTING, \EG
l
O
BARN DRIVEWAY Z ~
O
24' \\ ---- \\4'
w
EP-EP3O
�\��
390 90
\/�� ----- 90MMI I\//
400=�`= I_�\\\IIII 1 1 I \ \ 1 \ \ \ \ \ \\\\ / / // / //////// �/
7;�q \ \ ���
\ , \ _ ROGE RS ROAD
a5��385—
`--
EX 60'PUBLIC R/W
Vv�—wvvvv� I \ 24'
EP–EP-' EX 20' SANITARY
N/F / SEWER EASEMENT
HIGH VALUE RESOURCES y / BM 2004 PG 2376 w
V � v LLC y O
D.B. 14668, PG. 1 165
PIN# 1759.15-72-1565
VACANT
LEGEND
\ \ \ �• DB DEED BOOK
BM 1 y PG PAOE OF MAPS
N/F NOW OR FORMERLY
R/W RIGHT OF WAY
PROPERTY LINE
- - RIGHT-OF-WAY
GRAPHIC SCALE
m
aJ0 0
LL� II z
a w
0
SHEET
100 0 50 100 200 400
CE - 1
( IN FEET )
1 inch = 100 ft.
Z
Lo
Q
O
ti
N
O
V
0
N
V
a)
O
Co
Z
*
r
p
• r-
N
O
S
,
O
?
u
V%
CLL
�0N0N
�
W
�
•�
^
O
a1c
a
o
.�
:
J
>
..
0
rnUQ
W
�z
4)
r-
E
Q
V
a
s
w
Z
M
O0
M
1111
N/F
— REDRALEIGH HOUSING
LLC
\) D.B. 14855, PG. 23031 _375 —\ /
PIN 1759.16-72-7673
#
VACANT
Q
/ 3 WAKE
�t // --- I I I I I I I I y y // I �— Az
M RSZFI—COA P, o / / \ \ 1 I I I I I I / / _ // / / / / / o
T LITl� EASEE�IX
/�e8 �G \ \ I 385
'IE
\\\ 1 y \\I III 1T_
T_
�I—I—
/1 EXISTING \ v v — /EXISTING / \ \ — ✓ y \ \ \ 1 I I I I I I I III / I v / / / / // / / / / / / / — 0
N/F / / / ) / ) I I I \ \ A V I I I I I I I v v _ — / / B RN \ V \ r — — —_ _ / A \ \ V I I 1 I I I I / EXISTING V / / / / / / / / / /// / i �1 z
CONSTANCE R MITCHELL — / / / / / \V I I I A N — / V A I I /// / / / // / / ( \ I Z
M.B. 1995, PG. 578 / / / / / / / / I \\ I I \ \ \ \ \ I kXI INGI I V A V \ \ / / \ / v \ I I I
\ \ \ \ \ I I \ \ WETLANDS
V SILO A VA\ \\ v �_—� / /
PIN# 1759.15-64-6668 \ \ V A A V v --EXISTING / / / A \ %
VACANTASH D
v�
I v
HOUSE G✓ / ` i/ EXIST
SHED
XISTINING- u,
EXISTING/EXISTING, \EG
l
O
BARN DRIVEWAY Z ~
O
24' \\ ---- \\4'
w
EP-EP3O
�\��
390 90
\/�� ----- 90MMI I\//
400=�`= I_�\\\IIII 1 1 I \ \ 1 \ \ \ \ \ \\\\ / / // / //////// �/
7;�q \ \ ���
\ , \ _ ROGE RS ROAD
a5��385—
`--
EX 60'PUBLIC R/W
Vv�—wvvvv� I \ 24'
EP–EP-' EX 20' SANITARY
N/F / SEWER EASEMENT
HIGH VALUE RESOURCES y / BM 2004 PG 2376 w
V � v LLC y O
D.B. 14668, PG. 1 165
PIN# 1759.15-72-1565
VACANT
LEGEND
\ \ \ �• DB DEED BOOK
BM 1 y PG PAOE OF MAPS
N/F NOW OR FORMERLY
R/W RIGHT OF WAY
PROPERTY LINE
- - RIGHT-OF-WAY
GRAPHIC SCALE
m
aJ0 0
LL� II z
a w
0
SHEET
100 0 50 100 200 400
CE - 1
( IN FEET )
1 inch = 100 ft.

SITE DATA
ADDRESS: 4813 ROGERS ROAD
PIN: 1759.15-63-6631
OWNERS: HHHUNT ROGERS LLC
1401 SUNDAY DRIVE
RALEIGH, NC 27607
TOTAL ACREAGE: 53.88 AC.
LOTS ACREAGE: 34.27 AC.
R/W DEDICATION: 0.52 AC.
STREET ACREAGE: 6.24 AC.
EX 20' SANITARY N/F \ OPEN SPACE: 12.85 AC.
\ SEWER EASEMENT REDUS RALEIGH HOUSING LLCD.B., . EXISTING ZONING: R-1
/ BM 2004 PG 2376 B14855PG2303
PIN# 1759.15-64-6668 \ PROPOSED ZONING: R-2, SUP
kft II_ ^\\ �\\\\ VACANT
MINIMUM BER OLOTLOTS:
SIZE: 15,0 OLOTS SF
30' SEWERRR \�----------------- // // / \ \ ` MINIMUM LOT WIDTH: 85'
\ / /-------/ EASEMENT (TYP) ------------ / / _
I � _ � \ - � j r \ FRONT SETBACK: 30'
L4 I �� L5 �e -------�(RB------------------ �RB \� r / REAR SETBACK: 25'
\ 50' NEUSE \ SIDE SETBACK: 12'
\ \ /
Illy RIVER BUFFER L14 _ _ - - - 7 \ \ CORNER SETBACK: 22'
\ N�� L2 EASEMENT I Q� /7 FROM TOP KF NRB - \ �� t�� / \ BUFFER YARD: 0'
44
\ NRB ��1 \� 0� q� \
La
NRB
NRB \ _Q, /� i 30' SEWER /\
30' SEWER / 133�8� v�'L 776 NRB 3 ^ C ^ i
\ EASEMENT (NP) G1 � �� � �j /`•' �
EASEMENT (TYP) \ LOT 6 - _ - - �� �� g " O, 2
17246 SF - - I �, �, N 1 -�
> 0.40 AC. ------ - 2�� o
I �- SP _ -�V g � NRB
BMP ACCESS & / 1 \ �6'- ^"ry I
MAINTENANCE EASEMENT OPEN SPACE = 12.85 AC. e P BMP ACCESS & 50' NEUSE RIVER BUFFER
/ LOT 5 \\ \\
/ ah' o PAVED TRAIL TO CONNECT TO
`L \ i° I RE GEENWAY. CONSTRUCTS CLOSE MAINTENANCE EASEMENT (FROM OP OF CREEK NK) NRB
22307 SF \ \ 56.9' LOT 7 I .� 30' SEWER ITH EXISTING LINES AS TOPO BRI PASSIBLE
TO S e I SPB ��
a0 00 0..51 AC. 17502 SF '' EASEMENT (TYP) A 30' SEWER \ I
/ / So 0.40 AC. I E CONSTRUCTED BY OTHERS WHEN EASEMENT (TYP)
100' TOWN OF ROLESVILLE BUFFER REENWAY IS CONSTRUCTED). _
R50' 'P I (FROM TOP OF CREEK BANK)-
/ 147.74 HIC 153.r;y` I `---- ---- - - I
I I 170.63' \ / I �' MP p - 85.00' - - 85.00'- 85.00' 1
87_00' 87.00' - 87.00 - 87.00'- 87.00' 87.00' 7 00' - _
`1 1 /� 'x.13' \ \�� Lo-,� _
I I I I ? 1 30' SEWER - - - - - - 0 LOT 21 N \
LOT 4 o �• LOT 8 1 c, 15358 SF \ \\
15385 SF 50' a 15819 SF 1N I EASEMENT (TYP) - . a'
� - _ °i M 0.35 AC. \
LOT 1 01 0.35 AC. in R W 1`° - - - -o o r<i LOT 18 LOT 19 °� - _
/ 5 0.36 AC. by a' c! LOT 20 r 4Y
on
20' PRIVATE \� 21753 SF N l b I � r o � a, ai a' LOT 14 � LOT 15 a' LOT 16 -4 LOT 17 c, o
d� \ 0 LOT 2 ai ai LOT 10 M LOT 11 ai LOT 12 N LOT 13 rI �`� o a 15304 SF 15302 SF °r' 15299 SF 16188 SF
a' 0.50 AC. I I 1 'I o 15684 SF o 15684 SF 6 o
DRAINAGE &ACCESS °D 15370 SF I 1 /z.33' 27'
EASEMENT (NP) r'cfl. b ai 15684 SF o 15684 SF N 15684 SF o 15684S 6 15684 SF 0 PLAYGROUN i 0.35 AC. °G 0.35 AC. 0.35 AC. 0.37 AC. LOT 2'
.L \ 0.35 AC. 30' SEWER �, B -B �77?5' I aJ �i
0 0.36 AC. 0.36 AC. 0 0.36 AC. a! 0.36 AC. 0.36 AC. 0.36 AC. 0.36 AC. O o o 7' 19167 NRB \
O 0 0 o I 81 0.44 AC. X23 \
EASEMENT NP m .D 0 of o \ \ a
\ I LOT 3 ( ) °D � O m VARIABLE WIDTH \ Z \
16464 SF m > 652 ACF rn 'CONCRETE 1 PRIVATE DRAINAGE R50 S� \ �� EX 30' SANITARY �o
EASEMENT '' \ 4 L25 SEWER EASEMENT
r 27' IDEWALK 5 SPACES MAIL 160.59' \ / BM 2007 PG 445
"'rte - t� \ 9.55' I rn1 0.38 AC. B
FREEMAN FARM WAY = _ _ _ 85'04• �' KI SK s5.00' 85.00' 85.00' sa.o1'
.84' 37.67' �' �3' 152.25' 87.00' 87.00' 87.00' 87.00' 87.00' 87.00' 87.00' H
50' RAMP \
_ ROAD D R/W I LOT 23 "= \
50' PUBLIC R/W H/C - 50' - 3 O 17179 SF M Ae� 2� RB
5 RSB IDRD -RAW/ vv -'p MC RAMS R/W 50' PUBLIC R/W
\ / REDUS RALEIGH FHOUSING LLC
9
S 187.44' 32.7' 165.21 39 A� 70.42' 87.27' 87.27' 87.27' 87.27' 87.27' 87.27' 92.45' 88.00 157.14' cP 0.39 AC. \ /
1 M \ D.B. 14855, PG. 2303
20' PRIVATE o LOT 28 M 9i co PIN# 1759.16-72-7673
5 DRAINAGE M 198 75' � ®y'fi��o \ � VACANT
29.10' 85.00' 85.00 �-EASEMENT (NP) 17681 SF
5' CONCRETE � � VARIABLE WIDTH
SIDEWALKLOT 84 R PRIVATE DRAINAGE fO
F-23.30' 1 I 0 17896 SF B 76 EASEMENT 1 1 °1 0.41 AC. O
LOT 24 0
LOT 88 1 1 rn 0.41 AC. m I LOT 36 LOT 35 LOT 34 LOT 33 'o LOT 32 n LOT 31 1 LOT 30 n LOT 29 74.62' 17038 SF F� \ \ \ 100' TOWN OF ROLESVILLE BUFFER
of 0 LOT 37 n 00 n n 15452 SF 16286 SF �6 15568 SF m N s \ (FROM TOP OF CREEK BANK)
29083 SF 1 1 �O o 16115 SF 15007 SF 15071 SF \ 15135 SF 15199 SF 15262 SF pli ^ n 1 rn 2T 0.39 AC. °� 1 \ \
HERITAGE EAST P H 2 a 0.67 AC. h 189'0/ 0.34 AC. 0.35 AC. 0.35 AC. 0.35 AC. r 0.35 AC. 0.35 AC. i I 0.37 AC. 0.36 AC. 'c -B
° h `� 0.37 AC. fnj \
o LOT 87 ri LOT 86 1 n 1 LOT 85 rn
_ �. ;4 19171 SF N 19259 SF 1cv 119186 SF LOT 1 50' \ \ \
a+ :� a 'o 187.89' \
BM 2013 PG 00075 0.44 AC. 0.44 AC. ~ 0.44 AC. LOT 83 0 19267 SF I
,i 16012 SF 5' CONCRETE _ _ - _ _ - o = °p LOT 25
n 0.37 AC. SIDEWALK F - 92.45' 74.26' 0.44 A(� I , , \ EX 20' SANITARY
30' SEWER 1 1 18438 SF rn / / \
EASEMENT (NP) 18/•68 95.00' 87.50' 87.50' 87.50' 87.50' 87.50' -88.93' _ 92.45 - 74.26= �6 \ 0.42 AC. / \� SEWER EASEMENT
30' SEWER / / ` BM 2004 PG 2376
1 1Q n 3 30' SEWER EASEMENT (NP)
r N - Q EASEMENT (NP)
� ?2 p4, �Q / O>.\
I LOT 82 0 ,.� -1.aa• / \ 0
65.78' 85.02' 85.02' 1 1 72.47' �� 16574 SF Q m
Co Of d' o �' C'I 'Co icl
N61'53'29"W 308.29' ro 0.38 AC. o LOT 38 �' LOT 39 00 LOT 40 a� LOT 41 °i LOT 42 °' LOT 43 c' LOT 44 1 �� LOT 45 o LOT 46 I / / o O 20' LANDSCAPE
LOT 57 0. ��
ul Q a 15937 SF co 14918 SF r� 15011 SF 15104 SF r 15197 SF 15290 SF 1 ri1 15509 SF I tti 16593 SF �? 1 O LOT 26 / - -� / / / 15234 SF F \ BUFFER
I rq 198.69" 0.38 AC. � 18204 SF %q 19893 SF / / �6+ PRESERVATION
0.37 AC. 0.34 AC. 0.34 AC. 0.35 AC. 0.35 AC. 0.35 AC. 0.36 AC. v� LOT 47 Q / 0.35 AC.
0.42 AC. / / ?� �\ EXISTING VEGETATION
VARIABLE IDTH 20630 SF � > 0.46 AC. / 0
ro o o� 0.47 AC. n u� 8 ' 3' 4, 6. / / / / /� 0 Irv', I-ol
r LOT 81 C, PRIVATE DRAINAGE 1 5' CONCRETE a �� �� S 4 / 5 LOT 56
It 17086 SF EASEMENT SIDEWALK I �� QJ �o / / / / h >- 0.34 AC14943 F 8296. 8' �\
00 0.39 AC.00 4.99' ^ moo,' X4.64, ?S / / /
70.11' 87.73' 87.73' 87.73' 87.73' 87.73' 87.73'. 74.7' 1 12 LOT 55 \
196.82 3.1' � 79,5, LOT 4818696 SF p 8 28. / / 2 15045 SF `� \
Lo N H/C 39.2 50' - 2T - - READ B - 6� 0.43 AC. 67 4213. 5 � 0.35 AC. p H/C \
CONSTANCE/R MITCHELL o LOT 80 v> po (vCAMP N R/W B -B 50' PUBLIC R/W 8 AYo-LOT 49 J 53\ LOT 54 27' 61� MP 3'\
M.B. 1995, PG. 578 w 06 16478 SF M ^�71.40' 86.00' 86.00' 86.00' 86.00' 86.00' 86.00' 1 .00' 90.3' ^ I / 15334 SF B -B
PIN# 1759.15-64-6668 0.38 AC. 0) 50' / 16805 SF \
0.39 AC. \ \ 0.35 AC.
VACANT C-4 o I VARIABLE WIDTH / ry , LOT 53
1815 M PRIVATE DRAINAGE VARIABLE WIDTH H/C 69 �n LOT S \ 15210 SF / 11ti
M EASEMENT PRIVATE DRAINAGE-� RAMPS S9. 16817 SF c, I o� \ q 0.35 A 20' PRIVATE yg6. 6 aid \ 20' LANDSCAPE
0 30 EASEMENT 0.39 AC. c. LOT 51 a� LOT 52 �'F DRAINAGE & ACCESS LOT 5� BUFFER
N 00 LOT 78 LOT 77 LOT 76 LOT 75 LOT 74 LOT 73 50' �' �i�15877 SF \ EASEMENT (NP) 17278 SF' oo' PRESERVATION
Z 'n LOT 72 r LOT 71 LOT 70 4 \ 8 116499 SF EXISTING VEGETATION
o r%) 17199 SF 15602 SF ao 15578 SF 15553 SF30 00 15528 SF 15555 SF �i r�i vNj �' Spp• 0.36 AC./\
n 16091 SF 16960 SF 19169 SF e�9 \ 0.38 AC. \ 5 $5 X00 0.40 AC \
LOT 79 0.39 AC. 0.36 AC. r 0.36 AC. 0.36 AC. r 0.36 AC. r 0.36 AC. y
0.37 AC. r 0.39 AC. 0.44 AC. �� " \ LOT 59 •gyp'. \
23321 SF o y \ 400 10 17488 SF
5' CONCRETE O ' \
30' LANDSCAPE BUFFER 0.54 AC. VARIABLE WIDTH 5' CONCRETE g�� `'� 0.40 AC.
SIDEWALK 30' LANDSCAPE BUFFER q � � PRIVATE DRAINAGE �9' R o \
& SIDEWALK EASEMENT _ &SIDEWALK EASEMENT v EASEMENT 194 , SIDEWALK I I 9 �ilE �yQI LOT 60
- - -- .�C LOT 69 p 116.4' 10a 16 �1' g0���$(` 16463 SF
24' S5.34'�? X70.77' 86.00' 86.00 86.00' 86.00'= .44'- 63.6' 86 7' J 27' 7 16• E 0.38 AC.
Q Q 17203 SF ROAD
EP -EP - - - - 11' N62'1 1 05'W 704.23 - - - �- 7_43 67.0, s 0.39 AC. B -B ? 669, B _ 2� \ LOT 61 • \� �� 2 i
1 42, 50' PUBLIC 2 \ 15863 SF
--------------- ------?_845.00' N 60' LOT 68 �8r �R/W �51 �� \0.36 AC.
_ y RW 15810 SF 78 1' (E LOT 62 � \ /
- - - - - - - - - �� \ \ 0.36 AC. 4>� 20' PRIVATE 78.7' G� P i ' 522
- - - - - - _
15' R/W 11 15' R/W - - - - - DRAINAGE -� 2� NP `C(Pl \ 15263 SF
DEDICATION T H/C' LOT 67 EASEMENT (NP) �E���( 0.35 AC. \ k /
DEDICATION I � � SMP I �M LOT 63 \ �$ 20' PRIVATE
ROGERS ROAD 11` \ \ \ 8S 0.41 ACF I I 16824 0 39 ACF \ \` g2A / EASEMDRAINENT
)
\ p I EASEMENT NP
7' n LOT 64 9 / / N/F
\ I VARIABLE WIDTH PUBLIC R/W 11' \ \ \ aY LOT 66 I �i 19623 SF i /a1 9 / REDUS RALEIGH HOUSING LLC
i STUB ROAD A I 11' 20714 SF V LOT 65 CV 20' LANDSCAPE D.B. 14855, PG. 2303
\ \ 0.45 AC. �1 BUFFER /
FOR FUTURE CONNECTION I I N3 7734 0.48 AC. i I 24124 SF �'I�' PRESERVATION PIN# 1759.16-72-7673
TO ROGERS ROAD \ 2SSS , 5' CONCRETE I 0.55 AC. / �/ �0�� A,� EXISTING VEGETATION / VACANT
\ ` SIDEWALK / /
726 )7, I I �2 � /EX 20' SANITARY
79
\ i "7//l -SEWER EASEMENT
\ / 20' PRIVATE / BM 2004 PG 2376
\ \ S8 $ 09 DRAINAGE /
24` � ` \ 92• / EASEMENT (TYP)
EP -EP -j'\\ \ \ / N/F /
HIGH VALUE RESOURCES LLC
15' R/W \ \ D.B. 14668, PG. 1165
DEDICATION -� \ PIN# 1759.15-72-1565
30' LANDSCAPE BUFFER VACANT
& SIDEWALK EASEMENT
LEGEND
IN. \ \ / DB DEED BOOK
\ \ / BM BOOK OF MAPS
PG PAGE
\ \ ` N/F NOW OR FORMERLY
GENERAL NOTES: _ R/W RIGHT OF WAY
1. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION OF ALL / PROPERTY LINE
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
- - RIGHT-OF-WAY
2. CONTRACTOR SHALL FIELD VERIFY THAT EXISTING STREET PAVEMENT
CROSS SECTIONS MEET NCDOT SPECIFICATIONS WITHIN AREAS THAT
ARE TO BE OVERLAYED.
3. ALL BACK OF CURB RADII ARE 28' UNLESS OTHERWISE NOTED. GRAPHIC SCALE
100 0 50 100 200
ALL UTILITY CONSTRUCTION SHALL BE
IN ACCORDANCE WITH CITY OF RALEIGH
STANDARDS AND SPECIFICATIONS. ( IN FEET
1 inch = 100 ft.
} T: 2
m W W
J J
z
O
W
D_
u C4
W
QCi 0
Q CV O
0
o ESS/p74
SEAL
022977
Z In
a CD
ti
N
W � (, 04 0
0 Co Zv
N & ~ C
' CD 00 �, V
N CO
0
Lu Co N
L
Gp�^11
c
J > d
NCiQ
W 0 Z t u- •E
Q V (L w
Z M
M
i
IIIIIII
IIIIII
IIIIII I
IIIIII
IIIIIII
LINE TABLE
Q
Z_
LINE
LENGTH
BEARING
L1
135.77
S85°07'20"W
L2
107.69
S56°37'38"E
L3
105.01
N71 °23'52"E
L4
202.35
S59°01'24"E
L5
144.83
S63°54'30"E
L6
104.13
S24°05'25"E
L7
73.06
S71 °49'04"E
L8
188.47
S58°34'25"E
L9
69.05
S53°05'50"E
L10
68.05
S27°06'44"E
L11
126.87
S45°49'10"E
L12
127.58
N89°59'27"E
L13
53.87
N54°31'40"E
L14
124.84
S60°37'10"E
L15
93.00
S14°58'29"E
L16
109.90
S60°22'37"E
L17
91.55
S79°18'55"E
L18
108.99
S15°37'25"E
L19
106.81
S79°24'33"E
L20
54.47
S02'21'31 "E
L21
176.51
S33°05'51 "E
L22
135.19
S15°23'11 "W
L23
42.59
S29°39'19"E
L24
91.30
S42°27'57"E
L25
166.42
S68°52'53"E
7' n LOT 64 9 / / N/F
\ I VARIABLE WIDTH PUBLIC R/W 11' \ \ \ aY LOT 66 I �i 19623 SF i /a1 9 / REDUS RALEIGH HOUSING LLC
i STUB ROAD A I 11' 20714 SF V LOT 65 CV 20' LANDSCAPE D.B. 14855, PG. 2303
\ \ 0.45 AC. �1 BUFFER /
FOR FUTURE CONNECTION I I N3 7734 0.48 AC. i I 24124 SF �'I�' PRESERVATION PIN# 1759.16-72-7673
TO ROGERS ROAD \ 2SSS , 5' CONCRETE I 0.55 AC. / �/ �0�� A,� EXISTING VEGETATION / VACANT
\ ` SIDEWALK / /
726 )7, I I �2 � /EX 20' SANITARY
79
\ i "7//l -SEWER EASEMENT
\ / 20' PRIVATE / BM 2004 PG 2376
\ \ S8 $ 09 DRAINAGE /
24` � ` \ 92• / EASEMENT (TYP)
EP -EP -j'\\ \ \ / N/F /
HIGH VALUE RESOURCES LLC
15' R/W \ \ D.B. 14668, PG. 1165
DEDICATION -� \ PIN# 1759.15-72-1565
30' LANDSCAPE BUFFER VACANT
& SIDEWALK EASEMENT
LEGEND
IN. \ \ / DB DEED BOOK
\ \ / BM BOOK OF MAPS
PG PAGE
\ \ ` N/F NOW OR FORMERLY
GENERAL NOTES: _ R/W RIGHT OF WAY
1. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION OF ALL / PROPERTY LINE
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
- - RIGHT-OF-WAY
2. CONTRACTOR SHALL FIELD VERIFY THAT EXISTING STREET PAVEMENT
CROSS SECTIONS MEET NCDOT SPECIFICATIONS WITHIN AREAS THAT
ARE TO BE OVERLAYED.
3. ALL BACK OF CURB RADII ARE 28' UNLESS OTHERWISE NOTED. GRAPHIC SCALE
100 0 50 100 200
ALL UTILITY CONSTRUCTION SHALL BE
IN ACCORDANCE WITH CITY OF RALEIGH
STANDARDS AND SPECIFICATIONS. ( IN FEET
1 inch = 100 ft.
} T: 2
m W W
J J
z
O
W
D_
u C4
W
QCi 0
Q CV O
0
o ESS/p74
SEAL
022977
Z In
a CD
ti
N
W � (, 04 0
0 Co Zv
N & ~ C
' CD 00 �, V
N CO
0
Lu Co N
L
Gp�^11
c
J > d
NCiQ
W 0 Z t u- •E
Q V (L w
Z M
M
i
IIIIIII
IIIIII
IIIIII I
IIIIII
IIIIIII
0
Q
Z_
0
L0
J
O
LLJ
Z
Q
U
}
J
m
w
T
OO
0
M41
z
x
V L
O
LdILZL-U
Q
a
OO
}
Z
a
U
Y
O
�-I--I
Q
O
O
Y�
W
J
J_
U)
LuO
cIf
0
0
L0
II
LLJ
Z
}
J
m
w
T
M41
x
0
O
LdILZL-U
Q
U
0
0
II
Z
w
T
SHEET
400
CE -2

EX 20' SANITARY
SEWER EASEMENT
BM 2004 PG 2376 N/F
REDUS RALEIGH HOUSING LLC
EX MH n PVC \ D.B. 14855, PG. 2303
Public
Water Distribution/Extension System
The City of Raleigh consents to the connection and extension of the
City's public water system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
Public
Sewer Collection/Extension System
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 shall conform to the
standards and specifications of the City's Utilities Handbook
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
I4`M C 8 PIN# 0759.15-64-6668 171
9k E \ \ VACANT \
EX 8" DIP FORCEMAIN
EX 8" DIP FORCEMAIN 30' SEW \ \ \ - - -- - - - _ _ (APPROXIMATE LOCATION)
\ / M -- FM� (APPROXIMATE LOCATION) \ --- ---------------- / FM
�F
EASEMENT (NP) F - - J a��—��F \
FM -lN- FM FM e —yL
EXISTING WATER SERVICE — FM �— FM= —F
\ / 30' SEWER I
\ \ J EASEMENT (NP) RIVER BUFFER
(APPROXIMATE LOCATION) 50' NEUSE
a = FM \ \ A \
Qy I (FROM TOP OF NR
I
K BANK— B
Z1 NRB
M0 -1A '4f
\ QMH 8- \ � Z
8„ NRB cn \\ �eo� q`
MFI-8 30' SEWER I �Q) NRB \ \ r
\ C_e \ EASEMENT (NP) \ G H
_ _ _ F 2
aP� \ -- — 2 �� \ M , 7
�B \ C MH 10— $J%V 11'h4 �� _ I II NI � \ O
Q�Q� \ © \\ ----- - 8, \ \
/ �/ / \ \ — — — SE,B _ _ PB 6) I NRB
S \ /
BMP ACCESS & / \ I I OPEN SPACE = 12 _.85 AC. — —
MAINTENANCE EASEMENT / / \ I Mr1-12 BMP ACCESS & 0 50' NEUSE RIVER BUFFER \
30' SEWER �� �I MAINTENANCE EASEMENT Z (FROM/ O�F CREEK NK) NRB \\ LOT SERVICES TYPICAL
/�-6 I/ EASEMENT (NP) FH O (n—EASEMENTN(TYP) ER Spe\ \ sAo 'SEWER SPB \ SCALE: 1" = 50'
/ � �G A I GV I I 100' TOWN OF ROLESVILLE BUFFER \ \ \ EASEMENT (TYP) _ MH -17— 2 \ \ \
D / / I I O I (FROM TOP OF CREEK BANK)— _ _ _ �P (r/1H-15— 8" PVC MH -16 8" DIP 8„ /PI -
r _ �� MH1�2 \y
MH -(SA / I I � - - - - 8�� MH -23 � C � �
I I� I SEWER MH 13 g --PVC MH -14 C' --- W
I I I ' \ / Z \ M 19 FM `
0 4 0 NP) A\ �� AFM EX 8" DIP FORCEIMAiAI
I I O O 30 - - - - - O (AP MATE LOC8TIDN)-
EASEMENT (—
DRAIN20' PRIVATE AGE &ACCESS O O EASE ENT'"'(NP) w W > MH121 I 11 12 13 14 15 16 W 117 8
I a I 1O O O O OPLAYGROUND,' �
EASEMENT (NP) \ I I C7 I J O o 0 o IL
col I NRB
\ I io N VARIABLE WIDTH 90° WATERLINE\ Z —
\ EX 30' SANITARY
3 9 Q I I---- PRIVATE DRAINAGE \ �� SEWER EASEM T f
ROAD D \ EASEMENT F BEND \ Q1 BM 2007 PG 45 �3
_ \ V FH 8"X6"X8" TEE W/ I Z 140-20
_ _ I I ROAD D F
FREEMAN (2) 8" GATE VALVES 8"X8"X8" T W/ FH 50' PUBLIC R/W / \
AN FARM Vy -�- FH & (1) 6" GATE VALVE 8" GATE VA VES FH W W GV \ A
AY I EX• 8" PVC �I 50' PUBLIC R/W W W GV W s" PVC \
_ W _ -27 23
50' PUBLIC R/W -EX-8 " DI WgTER W 8" PVC W • p � � \ � EX MH 1-
EX MH V MH -1 W 8" MH -26 �— - - - - - T - - - -
rEX FH �— S H-3
RE VE EX - \
OA AND I 7 — / VARIABLE (WIDTH ( 20'
PRIVATE
\ 9�>m�i \ m '
MAKJECTION
NEW 8" I I I PRIVATE DRAINAGE —moi -- O ,p \ Q l
84 I I EASEMENT I I EASEMENT (TYP) m 28 \ \ \ �929n \ Z Q� s" PVC
CON
(2) 45° BENDS
\ Ct�`�1t� \ MH -3 A \ EXISTING WATER SERVICE
MH- O37 36 35 34 33 32 31 i ioq)29 24 �� \ 30' SEWER \ (APPROXIMATE LOCATION)
O O I I ��� \ EASEMENT (TYP) \e- �\ N/F
HERITAGE EAST P H 2_— O O I O I I I F \ REDUS RALEIGH HOUSING LLC
\ D.B. 14855, PG. 2303
83 w 27 4 \ PIN# 0759.16-72-7673
BM 2013 PG 00075 I a I 0 I -� - - - \ I , \
co =' - - - - - - MH -30r- °j '� I 25 I / MJ37 \ EX 20 SANITARY VACANT
F p PMH -31 8" PVC \ro O
30 SEWER I I Q 3 �� \ c a / / SEWER EASEMENT
EASEMENT (NP) 2 — — — 1-- — — — — — — — � 8 >4 FH 30' SEWER BM 2004 PG 2376
30' SEWER I I PV \ \
_ I I ¢ m m EASEMENT NP I I � � � � � I EASEMENT (NP) �/Q�G \
82 O d I ( ) I I I / \ 20' LANDSCAPE
M 26 BUFFER
' a I 39 40 42 43 i i 44 I I 45 MH 9\ 26 .- _ M / // / 57 \ PRESERVATION
38 0 0 41 0 0 ; 0 I I 46 �� O / / — J O� �\ EXISTING VEGETATION
R)I 47 / \ R�
I VARIABLE WIDTH I �' I I I w O FJO�
PRIVATE DRAINAGE I I I I / / / 56 \ \ \4
�. cc\
I 8 1 EASEMENT ROAD B I I I I I // / Q O \y Gli
H — — — — 50' PUBLIC R/W —
GV \\
8"78"X6" TEE W/ MH -34• W W GV CC W 8" PVCW
N/F
8VC FH X 'REDUCER / / / MH -43 si\
CO�NB. 19 5 R PG. 578LL 80 ?& (1) 6" GATE ALVE 36 = 49 MH -9
r o � \
8"X8"X8"Xs" CROS I \ \
PIN# 0759.15-64-6668 VARIABLE WIDTH VARIABLE WIDTH
VACANT -5 PRIVATE DRAINAGE PRIVATE DRAINAGE W/ 8" GATE VALV S I I \ 53 $ e \ \
50 I \ \ 20' PRIVATE FH \ 20' LANDSCAPE
of EASEM NT EASEMENT I \ DRAINAGE & ACCESS BUFFER
LU 78 77 76 75 74 73 72 71 70 �w 51 I a I 52 \� EASEMENT (TYP) 58 EXISTINGVEGETATION01� I \ / �\
�. 30' LANDSCAPE BUFFER Q sem` O M I I \\ \ H-42� 59 \\
30' LANDSCAPE BUFFER ro
& SIDEWALK EASEMENT 12"x12"X8" TE W/ & SIDEWALK EASEMENT � � VARIABLE WIDTH
(2) 12" GATE LVES � v O PRIVATE DRAINAGE t` ROAD B I I \ /g OSP ER QlC T\
FH EASEMENT F 50' PUBLIC R/W I � ^o EM�� `
UTILITY NOTES: — & (1) 8" GATEVALVE — — — — m I s 'Ct
1. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION OF ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION. — — — -12" DI WATERfG v — — — — — Gv W — — W _ _ \ 69 $' P
—�—�-- --W -----W -- W W ____ MH- \ \ \�� \ 61 �-� t�W/
—N _ _ _ _ _
2. UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF 12" BOA HES 01IE� Gv 68 \ \ 62 \ \O EX 8" DIP FORCEMAIN
RALEIGH STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE _ — — — — — — — — — — — — — — —�0 — — — — — — — — — — — � � \ \ O \ � � (APPROXIMATE LOCATION)
NOTED. 12" GV
-� /20''PRIVATE
3. SEWER EASEMENT CROSS SLOPE SHALL BE MINIMUM 3:1.I \ \ \ I DRAINAGE
ROGE RS ROAD \ \ \ \ r�..Or 66 I 20' PRIVATE j 42A / EASEMENT (NP)
\ I \ \ wqr I I 64 DRAINAGE
VARIABLE WIDTH PUBLIC R/W 12""12"x8"T\ \ \\ \FR \ 20' PRIVATE I I EASEMENT (TYP) i
(2) 12" GATE VALVES \ \ \ DRAINAGE 65 20' LANDSCAPE
\ I I I & (1) 8" GATE VALVE EASEMENT (NP) i BUFFER
PRESERVATION
\ \\ \ \\ FH EXISTING VEGETATION �/
\
\
STANDARD UTILITYNOTES (as applicable): \\ I 30' LANDSCAPE BUFFER 20' PRIVATE EX 20' SANITARY
& SIDEWALK EASEMENT DRAINAGE SEWER EASEMENT
\F \ \ "EASEMENT (NP) // BM 2004 PG 2376
1. All materials & construction methods shall be in accordance with City of Raleigh design standards, 5. 3.0' minimum cover is required on all water mains & sewer forcemains. 4.0' minimum cover is
details & specifications (reference: CORPUD Handbook, current edition) required on all reuse mains ALL UTILITY CONSTRUCTION SHALL BE v v v A
2. Utility separation requirements: 6. It is the developer's responsibility to abandon or remove existing water & sewer services not being IN ACCORDANCE WITH CITY OF RALEIGH
a) A distance of 100' shall be maintained between sanitary sewer & any private or public water used in redevelopment of a site unless otherwise directed by the City of Raleigh Public Utilities STANDARDS AND SPECIFICATIONS. v v v /
supply source such as an impounded reservoir used as a source of drinking water. If adequate Department. This includes abandoning tap at main & removal of service from ROW or easement per i\ \ `Fi' \� N/F N/F
/ REDUS RALEIGH HOUSING LLC /
\ HIGH VALUE RESOURCES LLC D.B. 14855, PG. 2303
LEGEND
lateral separation cannot be achieved, ferrous sanitary sewer pipe shall be specified & installed CORPUD Handbook procedure —� \ D.B. 14668, PG. 1 165
3 » \ \ PIN 0759.16-72-7673 /
to waterlines specifications. However, the minimum separation shall not be less than 25' from a 7. Install /4 copper water services with meters located at ROW or within a 2x2' Waterline Easement \ F / # VACANT
p p pp EX. SANITARY SEWER MANHOLE \ FH PIN# 0759.15-72-1565 /
private well or 50' from a public well immediately adjacent. NOTE: it is the applicants responsibility to properly size the water service for \ v \ �, VACANT
b) When installing water &/or sewer mains, the horizontal separation between utilities shall be
each connection to provide adequate flow & pressure
10'. If this separation cannot be maintained due to existing conditions, the variation allowed is
8.
Install 4" PVC sewer services @ 1.0% minimum grade with cleanouts located at ROW or easement
the water main in a separate trench with the elevation of the water main at least 18" above the
W
line & spaced every 75 linear feet maximum
top of the sewer & must be approved by the Public Utilities Director. All distances are
9.
Pressure reducing valves are required on all water services exceeding 80 psi; backwater valves are
measured from outside diameter to outside diameter
m
required on all sanitary sewer services having building drains lower than 1.0' above the next upstream
c) Where it is impossible to obtain proper separation, or anytime a sanitary sewer passes over a
O
manhole
watermain, DIP materials or steel encasement extended 10' on each side of crossing must be
10.
All environmental permits applicable to the project must be obtained from NCDWQ, USACE &/or
specified & installed to waterline specifications
Z
FEMA for any riparian buffer, wetland &/or floodplain impacts (respectively) prior to construction.
d) 5.0' minimum horizontal separation is required between all sanitary sewer & storm sewer
11.
NCDOT / Railroad Encroachment Agreements are required for any utility work (including main
facilities, unless DIP material is specified for sanitary sewer
extensions & service taps) within state or railroad ROW prior to construction
e) Maintain 18" min. vertical separation at all watermain & RCP storm drain crossings; maintain
12.
Grease Interceptor / Oil Water Separator sizing calculations & installation specifications shall be
24" min. vertical separation at all sanitary sewer & RCP storm drain crossings. Where
approved by the CORPUD FOG Program Coordinator prior to issuance of a Building Permit. Contact
adequate separations cannot be achieved, specify DIP materials & a concrete cradle having 6"
Tim Beasley at [phone] or timothy.beasley(d,)raleighnc.gov for more information
min. clearance (per CORPUD details W-41 & S-49)
13.
Cross -connection control protection devices are required based on degree of health hazard involved as
f) All other underground utilities shall cross water & sewer facilities with 18" min. vertical
�L
listed in Appendix -B of the Rules Governing Public Water Systems in North Carolina. These
separation required
guidelines are the minimum requirements. The devices shall meet American Society of Sanitary
3. Any necessary field revisions are subject to review & approval of an amended plan &/or profile by the
Engineering (ASSE) standards or be on the University of Southern California approval list. The
City of Raleigh Public Utilities Department prior to construction
devices shall be installed and tested (both initial and periodic testing thereafter in accordance with the
(b p g )
4. Contractor shall maintain continuous water & sewer service to existing residences & businesses
manufacturer's recommendations or the local cross -connection control program, whichever is more
throughout construction of project. Any necessary service interruptions shall be preceded by a 24 hour
stringent. Contact Joanie Helvey at [phone] or joanie.hartley(a),raleighnc.gov for more
advance notice to the City of Raleigh Public Utilities Department
information
M EX. WATER VALVE / \ \ G
PROPOSED FIRE HYDRANT (FH)
�r \
N PROPOSED WATER VALVE (GV) \ \ �\2„0 \ � / 90° WATERLINE BEND
r
• PROPOSED WATER METER (WM) \ \ \ �qTF\ ,� / /
WATERLINE INSTALLATION TO BE DONE BY
PROPOSED MANHOLE \ \ \ \ BORE & JACK W/ 20” STEEL CASING PIPE /
PROPOSED CLEANOUT (CO)
Ex a° DIP
W 90° WATERLINE BEND (APPROXIMMATEATE LOCATION) PROPOSED WATER LINE
LATION) /
SS PROPOSED SANITARY SEWER �\ \ \ \\
GRAPHIC SCALE FH
100 0 50 100 200 400 \ M
REMOVE EX BOA \
AND MAKE NEW \ \ \
( IN FEET) 12" CONNECTION \ \ EX 12" F
4 U - Inn ft \�WATERLIN\
>nc —
EX 12" GV
} T: 2
m W W
J J
Z
O
U)
W
of
Ln (V
W
Q
A rL
Q CV O
0
O ESS/� 4
SEAL
022911
��
Z 1n
a CD
ti
N
00 E
d co Zv
r- N ~
�S CD 00
0 N co
a Co NM
coLU (D (�^�
i Cn
Q ..� . .
0 Nc�Q
W CZ =ull•E
QV �a w
Z
M
O
i
IIIIIII
IIIIII
IIIIII I
IIIIII
IIIIIII
O
Q
Z_
OUJ_
L0
J
O
W
r
Q
U
}
7
F�
m
C.1 T
O
0
O
C))
Z
R
V L
O "4-
Q:
LL
U
OO
�L
I--�--1
O
O
h�
W
J
J_
U)
LUO
D_
O
2
OUJ_
L0
II
W
r
}
J
m
C.1 T
m
0
C))
Z
R
U
O "4-
Q:
LL
U
O
OUJ_
II
Z
C.1 T
SHEET
CE -3

EX 20' SANITARY/
\ \ SEWER EASEMENT N F
,BM 2004 PG 2376 REDUS RALEIGH HOUSING LLC \
D.B. 14855, PG. 2303
PIN# 1759.15-64-6668 \ �r
VACANT _
�''CLASS B RIPRAP PW -
NMI
/ FM // l
\ / -- �/� 5' LENGTH\ 30' SEWER �� _------------------------- - / // \
/ M FM 3.8' ENTRY WID \ F _ _
/- FM
/ _ EASEMENT (NP)
6.3' WIDTH FM FM f -�
12" THICI N SS SILT FENCING TO WRAP �e _ wR��FM - - F FM �FM
-W
<, \ BOTTOM WIDTH: 1 `N AERIAL SEWER EASEMENT 50' NEUSE
FROM NRB TO TOP OF
RIVER BUFFER = \\ FMS
\ \ SIDE SLOPE: 3:1 / - - -_ /x_ / �_) /-_\ - M PERMANENT GRASSED SWALE/-n
%J / \ \ / - (FROM TOP OF
\ N/� LONG SLOPE: 4.1% / / \�� J -- REEK--BAIT7 R
\ \ ✓ (SEE CALCS PACKET)330 - -- B �r NR
�V
30' SEWER >,z - \�---- --- B
;EASEMENT = \� �_ 1
\ \\\�\30' SEWER
S-�EW-E=RMEASEMENT (TYP)
0
�1 `\4
- rs\- -- -- _ _\/l� - ii _ IV
< 340 �
�
7Q
\
/
_
81 LF JERSEY BARRIER LEVEL SPREADER / / r \s - @� _ - \ XVER
WITH 30' WIDE ENGINEERED BERMUDA / �`� �F' - _ - - _ - _ _
SODDED FILTER STRIP (5% MAX SLOPE / 5� / // / // \ \\ \ \
P / F.1 / // / / v AF��F
\\ ss 3✓r E - _ _ =9�LF JF RS�Y 4-
IER L SEL DEI2
/
SODDED FILTER
5% MAX
SLOPE
_H3-�0I1 \'- -RSIPEvSWE\R WITH 30' WIDE ENGINEERED BERMUD FES -40 (Nv 'P�) _EASEMENT CLASS 1 RIPRAP PAD STRIP(
12' LENGTHDRY
6' ENTRY WIDTH ( NP)/ Q
EM 1`RN� JB -4
'14' WIDTH
22" THICKNESS _T w
r---- v7
�l\
\
l CD
P rAu I 15' LENGTH \
SEMEN(P)_30' SEWE.5' ENTRY WIDTH \ A
\��
I
/ I
-FMI
-
_Lro5'
WIDTH
C NES
EASEMENT (NP) 30' SEER 20' PRIVATE 10/ VA
DRAINAGE & ACCESS
-_
- - -
-
EASEMENT TYP / d_ - J - _ - i /i / _� ago v \ V A V \\ \\ \ VA \\ \ / (� III �,
(.) � �- - ,__ v \ \ \ \ - /. � / \ I � � NRB A �\
III IIS IIII I I I / �_ // / ---//r/-- VA \\ \\\ \ v m VARIABLE WIDTH \ \_���I I I 1 A �I\V
I I 1 I I I I I / / / / / _ _ -� r/ v v V�V��\ \ \ A 45 _ IIII 1 �� \ \ \\ V A \ V A�� Ate' vvvv v
_ r/ S IIII I 1 \ V
- \ \ �\ \ \ �\ DI -44, \ PRIVATE DRAINAGE
I I I I EASEMENT /
FREEMAN FARM WAY i I\�\A \ IIII I v v vA ROAD D
1=50'PUBL _ ROAD D _ _ _
\ \ I / / /^ // 380 j / // / / // / / / 395 50' PUBLIC R/W \ CB -47
50' PUBLIC R/W /
18"RCP -7 J18"RCP (r- -,18"" -CB 11 15"RC - / 4B // \� \ \ \17 I I I /% ' A A�
_q CB -5 _ � � •Cg_�.8 -. � ou" FcC'' i � � - � / � � V A \ \ 36 � A A A `9i \ / i � c9
15" RCP
1- -�- _ 2�� I If a���II�
... � 15" RCP � � � � S
15" RCP 15" RCP"
cB 5s _
VARCP C
6y B-531 6B_5
20; PRNATE 2
RIABLE WIDTH \011-14 IVATE DRAINA/ DRAINAGE 5"RCP
/ 1111111SEMEN
EASEMENT (NP)
15" RC All-
10
0�'
TOWN OF ROLESVILLE BUFF
ER
(FROM TOP OF CREEK BANK)31
1 I I III IIII I I I vvy X95 / v v VAV vV vv //
EL
I I I / f / -_85LF JERSEY BARRIEHERTAGE EAST PH2 WITH 30' WIDE ENR N�L v EELD SBPEREMA�DE�R
//
/j 1 I I I VIA._U4SODDED FILTER STRIP 5% MAX SLOPE) 365
I I �� M
BM 2013 PG 00075 -- /„ i i I i I I IIII v v v v y r zi� / // v v v v v v r =- - vv v i,
I f I I \ �3 ' SEW R \ / \ \ \ \ \ \ \v v vv v vyv i� _ v� -375 m �G v ���
N/F
REDUS RALEIGH HOUSING LLC
D.B. 14855, PG. 2303
PIN# 1759.16-72-7673
VACANT
0 E \ \ \\ , / / / - v V A \ \ \ \ \ / �� i / v V - � EX 20' SANITARY
J r , � - - ! / c� L SS 1 RIPRAP PAD 30 SEWER - \
\ EASEMENT (TYP)1 \
I \ \ \ \ \\ CB -16 / \ \ \ \ \ ����\\ - Q 20' LENGTH I �II /EASEMENT (NP)
I ice` 0 3\\\\V \ \ - / ^' r \ 7.5' ENTRY WIDTH ' / / / / 70-
\/ Q \ \ \\ \ DI -63 / \ SEWER EASEMENT
\ \ / / / 7 - / / / �/ _ BM 2004 PG 2376
30' SEWER \ \� \\ \ I \ \ \ � � � � `IU /- / / 22.5' WIDTH l�/
EASEMENT (T P)� \ _ / / / / \ \ \ CB -56 / / / 24"1 THICKNESSI 11 I/ \ ( (�i / - - 20' LANDSCAPE
BUFFER
CB -5-
-
I I I
- \�
--
PRESERVATION
5" RCP XISTING VEGETATION
EL �1I
O
Na
V I I
I , lII I/M \I \ I� l I III
VARIABLE II I I
EPRIVATE DRAINAGW
ROADG
CBEASEMENT
I \ I I I 50' PUBLIC R/W / / A \ \� 385
I I \ \ C13-1 B \ \ \ _ _ V A V I I I JB -81 ,I' 36S / /EXISTI
\ \ \\ - 48 \ \ I i / �NF�M D / i l
\ 15" RCP A �l CB -69 CB -68 V A CB -66 . / / I I o I
CONSTANCE R MITCHELL
I M.B. 1995, PG. 578 I Vv xoo VV V 1\A\\ \ \V \ \\ \ V_ \ //I I I \ \ \V \ 1\ \ V \\A \ v \ \\ \ A \✓ t/ / // / A RCpti\CB-74--�__ 1_A v \I II I
CnB
PIN# 1759.15-64-6668 / PRIVATE DRAINAGE
VACANT EME 3OPRIVATE DRAINAGE \ ////
EASEMENT 20' PRIVATE �
/
/
20' LANDSCAPE
ADRAINAGE & ACCESSBUFFER
30' LANDSCAPE BUFFER78 6 77EASEMENT (TYP) PRESERVATION
& SIDEWALK EASEMENT EXISTING VEGETATION
CB-7DIVERSION DITCH NOTE: IABLECB85PRIVATEDRAINAGE
30' LANDSCAPE BUFFER
/) \ \ \ \ \ \ \ / \ &SIDEWALK EASEMENT c� EASEM I \ \ RCP
DIVERSIONS WITH A SLOPE OF <2% SHALL BE \ \ �\ \ \ \\ \ / / \ \ - , \ v
�-15° RC LINED WITH STRAW NETTING. SLOPES >2% CB -21 V\ \ -- �✓r / / -------I I I I
j \ BCB -7 ;A
SHALL BE LINED WITH EXCELSIOR OR EQUAL.
STABILIZATION NOTE:
ANY PORTION OF A SITE UPON WHICH FURTHER LAND -DISTURBING
ACTIVITY IS NOT BEING UNDERTAKEN SHALL BE PROVIDED WITH
PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN
FOURTEEN (14) CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY
SUSPENDING THE LAND DISTURBING ACTIVITY.
GENERAL NOTES
1. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION OF ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
2. UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF
RALEIGH STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE
NOTED.
3. STORM DRAINAGE INSTALLATION SHALL BE IN ACCORDANCE WITH
NCDOT STANDARDS AND SPECIFICATIONS.
[3 -
RC 390
20/ ' �LANDSCAPE
u, CB -92;;7- 20'PRIVATE;
CID Ro DRAINAGBUFFERROADS s - - _-=---- _ PRESERVATION('5� EXISTING VEGETATION N
r - 0^
\\�
0PRIVATE
3B5- ROGERS ROAD DRAINAGE
-- �
\ \ \� I I I 20' PRIVATE I, _ DI -88 EASEMENT (NP)
VARIABLE WIDTH PUBLIC R/W \ \ \� \ I - _ - /
\ \ \ \ \ DRAINAGE _ /SED SWALE
\ \ \ \,EASEMENT TYP - - _ �' - / / PERMANENT G
o ( )� / / -�/ / /j // / BOTTOM WIDTH: 1'
\ \ \ \ \ \ - / / SIDE SLOPE: 5:1
LONG SLOPE: 7%
Pipe
Run
Gmd/Rim Gmd/Riim
Elev Up- Elea Dn
Invert
Up
Invert
Down
Line
Size
Line
Length
Line
Slope
Total
Runoff
Capacity
Full
(ft)
(ft)
(ft)
(ft)
(in)
(ft)
(%)
[S)
(cfs)
J8-2 - FES -1
332.07
328.33
326.82
325
24
82
1.00
13.0
24.5
CB -3 -JB -2
340.69
332.07
335.33
1 327,32
18
152 1
5.27
13.1
26.1
CB -5 - C8-3
362.53
340.69
356.4
335.43
18
215
9.75
12.4
35.6
CB -7 - CB -5
379.95
362.53
375.4
358,5
18
171
9,86
11.9
35.7
CB -9 -CB -7
385.17
379.95
379.4
375.9
18
156
2.25
11.1
17.1
CB -11- CB -9
389.33
385.17
380,9
379.5
18
137
1.02
10.3
11.5
CB -12 - CB -11
390.3
1 389.33
381.4
381
18
42
0.95
10.0
11.1
CB -13 - CB -12
390.11
390.3
382
381.5
18
50
1.00
8.3
11.4
CB -15 - CB -13
390.46
390.11
382.16
382.1
18
7
0.89
6.3
10.7
CB -16 - CB -15
395.71
390.46
383.63
382.26
18
137
1.00
5.8
11.4
CB -17 - CB -16
396.62
395.71
385.18
383.73
15
145
1.00
4.2
7.0
CB -18 - 03-17
397.07
396.62
385.85
385,38
15
47
1.00
3.4
7.0
CB -19 - CB -18
397.18
397.07
386.22
385.95
15
27
1.00
2.7
7.0
CB -20 - CB -19
394.77
397.18
386.8
386.32
15
48
1.00
2.3
7.0
CB -21- CB -20
392.18
394.77
388.2
386.9
15
129
1.01
1 2.2
7.0
CB -22 - CB -21
392.2
392.18
388.7
388.3
15
41
0.98
1.1
6.9
CB -14- CB -13
390.11
390.11
387.11
386.84
15
27
1.00
0.9
7.0
CB- 10 - CB -9
385.17
385.17
381.85
381.6
15
26
1.00
0.7
7.0
CB -8 - CB -7
379.95
379.95
376.72
376.45
15
27
1.00
0.8
7.0
CB -6- CB -5
362.53
362.53
359
358.7
15
27
1.11
0.6
7.4
CB -4 - C8-3
341.79
340.69
338.3
337.25
15
32
3.31
0.7
12.7
JB -31- FES -30
340.64
337.27
336.5
335.75
15
12
6.25
1.8
17.5
CB -32 - JB -31
365,09
340.64
352.79
336.7
15
161
10.00
1.9
22.1
Pipe
Run
Gmd/Rim Gmd/Rim
Elev Up Elev Dn
Invert
Up
Invert
Down
Line
Size
Line
Length
Line
Slope
Total
--Runoff
Capacity
Full
(ft)
(ft)
[ft)
(ft)
(in)
(ft)
(%)
Ids)
Ids)
JB -41- FES -40
345.96
339.81
338.8
338.02
30
29
2.70
30.1
73.0
JB -42 -JB -41
356.96
345.96
344
339
30
93
5.38
30,3
103.1
JB -45 - JB -42
362.04
356.96
348.55
345.25
30
66
4.98
29.7
99.1
CB -46 - JB -45
363.31
362.04
350.3
348.75 1
30
49
3.16
29.8
79.0
CB -57 - CB -46
363.31
363.31
351.3
350.5
30
27
2.96
22.1
76.5
DI -62 - CB -57
365.06
363.31
354
351.8
24
30
7.32
21.2
66.3
DI -63 - DI -62
379.2
365.06
370
355.5
24
179
8.09
13.1
69.7
CB -64- DI -63
387.78
379.2
382.23
370.75
24
168
6.85
10,0
64.1
CB -66 - CB -64
387.78
387.78 !
383.1
382.83
24
27
1.00
9.5
24.5
CB -68 - CB -66
388.92
387.78
384.8
383.85
15
95
1.00
2.7
7.0
CB -69 - CB -68
391.92
388.92
387.8
384,9
15
86
3.37
2.7
12.9
CB -70 - CB -69
395.47
391.92
391
387,9
15
66 -
4.72
2.0
15.2
CB -71- CB -70
395.47
395.47
391.9
391.6
15
27-
1.11
1.5
7.4
CB -73 - CB -66
389.05
387.78
384.95
383.85
15
98
1.13
3.8
7.4
CB -74 - CB -73
391.15
389.05
386.37
385.05
15
100
1.33
3.2
8.1
CB -75 - CB -74
393.45
391.15
386.94
386.47
15
47
0.99
2.5
7.0
CB -76 - CB -75
393.71
393.45
387.45 1
387.04
15
41 1
0.99
2.0
7.0
CB -77 - CB -76
391.55
393.71
388.05 1
387.55
15
50
1.01
0.9
7.0
CB -58 - CB -46
367.76
363.31
363.4
357.5
15
145
4.06
2.7
14.1
CB -60- CB -58
378.94
367.76
373.5
363.5
15
112
8.94
2.1
20.9
CB -160 - CB -61
379.24
378.94
375.3
374.2
15
31
3.55
1 0.7
13.2
CB -47 - CB -46
365.91
363.31
360.25
357.5
18
155
1.78
5.1
15.2
CB -50 - CB -47
368.91
365.91
362.95
360.7
15
150
1.50
3.9
8.6
JB -51- CB -50
370.98
368.91
364.35
363.15
15
80
1.50
3.9
8.6
CB -52 - JB -51
370.23
370.98
365.45
364.55
15
59
1.53
4.0
8.7
CB -54 -CB -52
372.6
370.23
369
365,65
15
118
2.83
3.0
11.8
CB -55- CB -54
377.6 1
372.6
373.63
369.1
15
100
4.51
2.2
14.9
CB -56 - CB -55
377.5
377.6
374.4
374.13
15
27
1.00
0.7
7.0
CB -53- CB -52
370.23
370.23
367.2
367.07
15
27
0.48
0.6
4,9
CB -59 - CB -58
367.84
367.76
364.9
364.77
15
27
0.50
0.3
5.0
CB -48 - CB -47
366.2
365.91
362.7
362.39
18
1 31
1.01
0.5
11.4
DI -43 - JB -42
361.34
356.96
351.33
350.5
15
1 41
2.01
0.8
9,9
DI -44 - DI -43
360.8
361.34
356
351.5
15
1 99
4.53
0.5
14.9
(SEE CALCSN/F
) PACKET REDUS RALEIGH HOUSING LLC
N/F, D.B. 14855, PG. 2303
20'PRIVATEHIGH VALUE RESOURCES LLC// PIN# 17 VACANT 2-7673
EASEMENT (TYP) D.B. 14668, PG. 1165
FES -95 / PIN# 1759.15-72-1565 /
VACANT
30' LANDSCAPE BUFFER
& SIDEWALK EASEMENT
1� �l PERMANENT GRASSED SWALE /
WAKE COUNTY MAXIMUM IMPERVIOUS PERPETUITY STATEMENT \ / \ BOTTOM WIDTH: 1'
- \ \ \ SIDE SLOPE: 5:1 /
MAXIMUM IMPERVIOUS AREA SQUARE FOOTAGE ON EACH \ \\ LONG. SLOPE: 1.2%
\ \`��\ \ (SEE CALCS PACKET)
INDIVIDUAL LOT WILL BE STRINGENTLY ENFORCED WITH NO �
EXCEPTIONS INTO PERPETUITY. PLANS APPROVED WITH A
MAXIMUM IMPERVIOUS SURFACE OF 4.000 SF PER LOT. \ ��
Pipe
Run
Gmd/Rim Gmd/Rim
Elev Up Elev Dn
Invert
Up
Invert
Dawn
Line
Size
Line
Length
Line
Slope
Total
Runoff
Capacity
Full
(ft)
(ft)
(ft)
(ft)
(in)
(ft)
(%)
(ds)
(cfs)
JB -81- FES -80
368.1
359.88
360.35
357
30
150
2.23
28.2
66.4
CB -82 - JB -81
377.68
368.1
368.7
360.45
30
1 216
3.83
28.9
1 86.9
CB -83 -CB -82
378.02
377.68
371.6
369.82
30
18
9.99
28.6
140.5
CB -84- CB -83
383.85
378.02
379.9
374.5
15
162
3.33
5.6
12.8
CB -85 - CB -84
383.85
383.85
380.25
380
15
27
0.93
4.9
6.7
CB -86 - 03-85
388.05
383.85
384.55
380.35
15
112
3.74
2.5
13.5
CB -87- CB -83
378.02
378.02
372.5
372.1
24
27
1.48
23.2
29.8
CB -89- CB -90
377.21
378.02
373
372.6
24
79
0.51
12,6
17.5
CB -92- CB -89
378.01
377.21
374,3
373.4
18
76
1.18
11.5
12.4
CB -93 - CB -92
380.34
378.01
376.7
374.4
15
76
3.02
1.0,6
12.2
DI -94 - CB -93
382.67
380.34
378.75
376.8
15
50
3.90
7.6
13.8
FES -95 - DI -94
393.12
382.67
391.6
378.95
15
195
6.49
4.7
17.8
CB -90 - CB -82
377.21
377.21
373.7
373.4
15
27
1.11
0.9
7,4
DI -88 - CB -87
388.92
378.02
386
372.6
15
159
8.45
9.1
20.3
ATTENTION CONTRACTORS:
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting thePUBLIC WORKS DEPARTMENT at [phone].
and the PUBLIC UTILITIES DEPARTMENT at [phone] at least
twenty four hours prior to beginning any of their construction.
FAILURE to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
FAILURE to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the jobsite, or any other Violation of CITY OF
RALEIGH STANDARDS will result in a Fine and Possible Exclusion from
future work in the CITY OF RALEIGH.
LEGEND
� PROPOSED CATCH BASIN
PROPOSED DROP INLET
PROPOSED FLARED END SECTION
PROPOSED STORM PIPE
}_ _
M w w
J J
L0 N
W -
I- M r`
QN9
0
�SS /p4
SEAL "
022977
Z LO
a o
Ca to
G 04
N
O FDU C4 O
U � � " U
06 r -N O
• O t 00 V
= LL 0 W N �_
D W O z ^ co
0
O
Cn
(D " ..
ch J > _ X _
0 N U Q
WG Z O LL E
Q V M a Lu
Z
M
L0
}
m
co _
a Ln X J
0 0
0
z
w
GRAPHIC SCALE
SHEET
100 0 50 100 200 400
CE -4
( IN FEET )
1 inch = 100 ft.
Q
Z
O
0-1Q
_
O
I• -L -I
�
}
`��
U�
O
o
o
O
Q
0
Q
Q
O
�-
¢
CJ
�
Q
O
w
W
U.1
J
O
Grf
L0
}
m
co _
a Ln X J
0 0
0
z
w
GRAPHIC SCALE
SHEET
100 0 50 100 200 400
CE -4
( IN FEET )
1 inch = 100 ft.

N/F
REDUS RALEIGH HOUSING LLC \�
D.B. 14855, PG. 2303
ti PIN# 0759.15-64-6668
VACANT
- Z NRB /
\ B - JS RIB PRAP PAD
\ \ NR SLA
5' LENGTH
3.8' ENTRY WIDTH
\ -6.3' WIDTHNRB
_
12" THICKNE S JJ j / pi�ii /i\� 330 - \ kR8 \
CLASS B RIPRAP PAD
SILT FEN
)0' TOWN OF ROLESVILLE BUFFER � � -' / / /-' "-=\ - -- '- - -- �___ � � � / 5' LENGTH 2
(FROM TOP OF CREEK BANK) / ( / / ELEARIN� / / /�� / / _ _ \ - " NR_8_ _ _ - �_- \ _ \\\\\ / 7`j F"1�< /
OUTLET TYP} '' / / < 33s �_- - \ 3.8' ENTRY WIDTH\Re
/ sx 6.3 WIDTH A A
EMEARYGENCI 1�_ IC-
KN-ESi� �
\ 7/\7 >/
/ `
1
I --=MITS0CLEARI50 NEUSE UUTLET (TAiUMITS� RIVER BUFFER i
�►-r{
- -_ _ _ _- _-
/ / / \\ (FROM TOP OF - - % = _ - _ - - a \ ✓/5 , / / / \ _ l / -\\\ \\ \/��3a �(. I
_ c I
FLOATING 4" PVC SKIMMER \ I / / // / / / r \ - - - _ -/ _ -- -_ _ \ _ o \ N e \
//� / / / / / -� / ��� �\\ CREEK BANK - �. ,.- - _. _ - / - �`�' '� 3`' / / r r / / / \= / .•^ s \ \
/ / // / /.,- ^ ) - _/� =.. _ _ -_- - -- -� - `\�� \ \\\ 3\\\ �3 /' / / � %i '�,-L..�\345-�!
DEWATERING DEVIC / j / / j j F{OCtG, \ \\\\ mss- %-- ' - - - \\� �\
/ 100 TOWN OF ROLESVILLE
/ CHECK DAM \ s _ _=� �\ s MI
TETHERED TO BANK // / / / \ \ \\' - - FROM TOP OF CREEK BANK - - \ \ a
( ) \ / M l // / / i � (TYP / \ �.\ \ \ �.--_ - - -- ( - ) Y - \ \\ \\ \ \\ s� � SKIMMER • - ~%\ - "�f'*°"o . ��\\\\\\\\ � � �.
(STONE PAD UNDER SKIMMER) // / / j / _ _ = S/- \ �3 \ \ SEDjMENT. / / IL F r - - -
I\.360- ii'/ r/ - ` �\ 6° \\ s / \ 350 !! \ \\ \ \ �% �-
SKIMMER / ro // / /• / / / \ / ,� _ _ - _ � - -__ ,����\\ \�\ BASIN 2 '_ /FLOATING 4" PVC SKIMMER- OUTLET (TYPl j �-�\"�'`
( !'700 GM CO RMESH / / /, / \DIV7 RS10 / i i' i' %- - - `\\ �\ °' \\D \ \\ \\\ \ - / o / / DEWATERING DEVICE
SEDIMENT A) ES. ty11Nl M 3 / " // / / // / DITCH (TYP} ///� =ter /� - \\ r��\__\\\�\L\ \\ ' / `TETHERED TO BANK) /{{'( (// / /// { \ \\\\ \\\\\\ \ \\\ \ CL A TNG
/ / / / / / RIP -RAP ON t�ONWOVEa G t)Y I \ 3 / / ( II ( (^� r ) 1 \ \ �-
BASIN I *---= Ill Il( !! l,lf/�/, , , / -/, / - \- - 1�J� )l
I ROCK / ! / // / // // / / ' ' / \'370- - ' / / / r-- FABRIC TO ARMOR SLOPE AND PROVID \ \ 4$' ( STONE PAD UNDER SKIMMER /I I (I I (I( > III( \\ \\ \\\ LIMI
/ / // - / i i' r // r/ \ \ 700 GM C012M�SA 1 / / \ -
( CHECK DAM / // / /// / / / / -- - - - - - DISSIP_ATOR PAD A a BOTTOM. (d50 = 13")\\ \� BAFFL€S. MINIMU�A J / \ \ I (I I I I III ( / // /{ \\\ \
RIP -RAP ON NONWOVEN GEOTEXTILE I(TYP)
/ 1 \( `{ I I 1 ( I ( ( \ \\ \\ \ Z
FABRIC TO ARMOR SLOPE AND PROVIDE // /!!! \ \ \ \\
\ I I II I III III I1`
DISSIPATOR PAD AT BOTTOM. (d50 = 13" I 111( / 3 / (r III III / / //, / / \ \ \ \\ \ \ \ \\\ \ \ NR
// I I l It ( ( I 1 ( / /. / 37s - / --- �/ r oO�\\\�\_--1111 \\1 11 1 I \\
/ // 3s
I ! / \ \ \�"i//O \\ \, \ �(, \\\ ( \ \
Til l /I !! \ V r(�(1(( ((i( ` \\\ \l\ ((I\ \� CLASS 5'LENG RIPRAP PAD
I (( ( 5' LENGTH
\ ! / � \ \ \ \ \ \ \\\ \ \ .8 ENTRY WIDTH /
\\\\ \\\ \\^\\ � // \ , •'tom
/ \ \ \\ \ \\ \ \ \ �/ ! / / % \ \\ \\ \ \\\ \\ v / \
o�` DIVER ION 6.3' WIDTH r �r
_ \ / ITCH TYP \\ \ \ \ \\\\ \�\ \\\\ \ \
FREE /^�/ \�\\ ( \ \\ - -, � \\ ) \ ! \ \ \ \ \\ \\\\ \\\ 12" THICKNESS
MAN FARM WAY I \\ \� ,(\(III / / (/ ! / / ! �/ / / 85 / / r _ \ \\ \ \\ \\ \\\\\\ \\\\\ \\ \ \ \ �P } \ \ \ _ / l
1 1 I (III ( ( / - ROCK/ / / / / DIVERSIONS \ \ \ \\ \ \\\\ \\\ \\\ \ \ / / / /!l / i2oCK r / - / , ! I 1 1 I / \ \ \\ �\�` \\ \ \ \ 1 1� (({ A /
50'PU$LICR/W ( \((( (lIl I 1) 1111 / ((( / /( ( OCK / ///- /r %� / / _ / \ \\ \ \ \\ \\ \\ \ \ rel l 1// CHECK DAM r \ \\\ \J
--� \ /, - , ( ( ( (( I 1 I I 1 I 1 I 1 1 ( 11 (1 I (( I CHECK DAM / r / CHECK( Y / _ DITCH (TYP) \ \ \\\\\ \\ \ \\\\ \\\ \ \\\ \\ ^ ! / J/no/ \\
I I I 1 I (TYP) ! /r /i'u� /'' - '//'--�\\\\ \\ \\ \\ \ \\ \\\ \\ \ ////// (TYP)
\` /
/ \ \ 360--
\\\CLEARING \\� /%//�/ /`\ \ �// // // \ \\\\\\\� \ -
/ \ \ \ r / / / \3�\ \\ \ \ \\ \ 10' EMERGENCY 100 TOWN OF ROLESVILLE BUFFER
\ �� // \ r i-/, \ \ 2 e
! / \\\ \\\\\\ \\ \ \\\\\ LIMITS \ �\3ss \�\ j( l // \\ \ / / o / /� s\\ \\ \ \ \\\\\ SP1 L 9Y, 360 \ (FROM TOP OF CREEK BANK)
\CLEARING ( / / / / / / / / / / / \ \\ \\\\ \ \\ \ \ \\\ \ \ \ \ \ \ / / / / \ s� DIVERSION
LIMITS ( I I ( \ \ 305 f ! / / \ \ \ _ / / \ \ \ \\ -
/ / /\ \ \\ \\ \\`\ \.,\ \ \a. \\ \\ \ \ j J/ �/` /DITCH (TYP)/ r \ \ 700 GM GOIRMESH\( \,
FLOATING 4 PVC SKIMMER\ \ / // / _\ - / ,' / \ �`- =\ \ AFFLES. MINIMUM 3 I !/ 1
r \ \ \ \\ DEWATERING DEVIC \\ \ ' // \ / / - / Z / / \ - �\ \ V" , I I SILT FENCE / CLEARING
HERITAGE EAST PH2 ' = > ! \III 11 \\ I \ I I 1 I I \ \ \ \ \ ( r / / / / \\ \ \ ,\ / / / - - \ _ - _-� `�\ sIZIMMER ( \
! ) I \ \\\ \ \ 1 \ / / \ \ \ /OUTLET (TYP -
// TI i III \ I ( I \ ( \ \ \\ \ \ \ J / / \ \ (TETHERED TO BANK r / \ \ / / / / / / \ \ I / // 365-\ LIMITS
_ -
BM 2013 PG 00075 o \ \\ / /Ao / / ` \ \\ \ \(ST \ E PAD UNDER SKIMMER / , / / \ \ \ _ \ \\
NO` E: IV�f71S10 $ I 11 (S OP +�P < /o HF\L�BE\ \ \ \ 1 \ C I t j r / / \ \ \ \ \ \' \\' \u \• \• \• , • \ \ \ r / // \. �- / / / CLEARING \\ \
l �� \ \ \ ( \ �\ \ \ \ \ \ / . // \ _375---' / / f LIMITS \ \\ BASIN 3 1' !FLOATING 4" PVC SKIMMER
Z
0
a
Z to
0
C4
U yOp (3 00
V
Z ;f ;Z
0) E 9 T LL sm CIO � 0)
td
C3 W Nd CwilO
GLL 01 C 0
d --
Hua c X
aVLLI z 1°o12. 1
Z co
M
O 1111
LAIN p��(•�T I N`-' tN� L PES>aa/o \ s ( / r \ \ \ \ \ \10' EMERGENC , %/BARING\ ` - - _ / / - / _ \ /DEWATERING DEVICE 1
�EgE�D'(�ITr1 C�LSIOR'Om €wvAL\ \ \ s \ \ , I \ \ \\ I , % ( , / \ \ \ \ \ \ \ 1\�� �\ Y/ uMLTS / _
\\ J \ \ \ I I STOCKPILE AREA /0 GM COI�MES \
J I ( / \ o I \ \ \\ / I ( ( \ \ \ \ \\ \ Se1LLW�AY / / \ - - / - , r \ \ ) ) I \) I 1 / (TETHERED TO BANK)
l \ \ \ \ \, \ \\ I ( \ \ A A1NMUM. \ \\ // / \----/ / 380-' / r / \ , //� l I ( / / -� IIIII�IIIIIIIIII
(SEE MAINTENANCE NOTES) \ \ \ \\ \ \\ \\\\ \ \� \\ \ \ \ \ RIP -RAP ON O�WO�EN GEbTE I / /MONE PAD UNDER SKIMMER),
\ \( \ \ \ z _ FABRIC TO ARMOR SLOPE AND / // _ _ N 1111111
\k i I I�\ \ I +S I I I' ( ( I / \ \ \ \ \ \ \ III 1 #\ #\� \ \ \ / / / / / \ \ \ _ - / ' /' r PISS PATOR PAD AT BOTTOM d50PROVl3) \ \ \ \ (((/ / / - ^ REDUS RALEIGH FHOUSING LLC
-_ D.B. 14855, PG. 2303
ROC DIVERSION III / l I _ / PIN 0759.16-72-7673 III
` \ \ III D4R§ION _ #
/CHECK DAM \ /DITCH (TYP) 1 I I / l VACANT IIII
DITCH (TYP)� 1 I ( 1 1 ( I / � / / / � / // \ / 1 / 1 I ! z�
(-
/j / / -
( / / 11 A VAVvv ASI sF / / 1f/I ) vvA\ / 1 II1(�IfI 1 I 1 //// , - /
/ / / 385 / \ \ \ \ I (I I I I I /
GENERAL NOTES ( / \, \ \ \ \ \ \ \ \ \ 1 ( r t /. CLEARING
/ I ( \� I \ \ \\ ( I \ \ \ 1 \ \ \ ROCK/ ( \ \ \ I \ \ \ ROCK - v / / \ \ \ \ \ \ l ( I ({ 1 I ( I I / / / // / LIMITS Q
1 - / \ \ CHECK DAM CHECK DAM•/� / \ \� `
\\ ( I ( \ CLEARING \ \ - /
1. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION OF ALL N/F / / / / ) \\ LIMITS TYP) ` r(Tn'). �- / \ \ \ \ \ ' - ` / ^ \ \ I I I I \ \ / (/ / /// / // (( / / J
EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONSTANCE R MITCHELL J / / / / / j ( \ I ( ( (\ \ \ ` DIVERSION \ \ \ \ j I I I \ // / / / / / 11 \ \� I I O
M.B. 1995, PG. 578 / / / / \ \ / \ \ / \ \ \ \ ( 1 I \ \ \ / j// // / / / / / / / \ \ I /
- / DITCH TYP \ \ \ \ \
-- / / / /
2. UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF M.B.
0759.15-64-6668 / / \\ \ \ 1 \ RI -RAP ON NON OV�N GEOTEIIE. / \ ( ) \ \ I 1 I I \ Q
RALEIGH STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE VACANT FABRIC TO ARMOR SLOPE AND PROVIDE \\� _ /'/(/ \ \ �3go \ \ \ \ mI \ \ \\I \ �\ \ 3�0 \ \ ! / j/ o /� / // / / , O
'o \ DISSIPATOR PAD AT BOTTOM. d50 = 13") \ \ \ I \ \ / // / Z _
NOTED. ///ego!/ ///� 1 1 \ \ \ °\\t i � \ \ ( \\E-
/ \
- \ \
3. STORM DRAINAGE INSTALLATION SHALL BE IN ACCORDANCE WITH / / / / In \ \ \\ \ \ I I \ \ \ \ 9s \ \ / / / - - - \ \ ( \ \ \\ \ \ // h / r / / / ! k a O Z
NCDOT STANDARDS AND SPECIFICATIONS. / \ \ \ \\\\ \ / ) I ( \ \ \ \ \ ✓ / o \ \ - - \ I 1� \\ \\ \ !/ � // /
\ CLEARING\ \ \ \ / ) \ 1 / \ \ - \\ / DIYEfi510N
LIMITS -
SILT FENCE - \\ \\ \ \ \ / / / / \ \ \ / \ \ \ \ \ 1 I \ \ \ \ \ / / / / / / / //
\ \ \ OUTLET (TYP) \ \\ \ \ \�/ J / \ \ \� / \ _ - �\ \ \ I I I \ \ 1 / I DITCH (TYP // // �/ // / / I �
\\ LIMITS \�\� -^ I III \\/ //j ij r / j
\\ / /CLEARING\
_ , Q Z x
cHECKRDA� \ J / // �- / o,
\ \ I l l / / , /, //i/�� / / r / - i O a
'TEMP ( \ TYP / /// !/ !/�/ / (h / - - ' ' �q1 w � Z
- = CONSTRUCTION I I ( ( \ ( \ \ / / / //%!/ / / ! a / '%
ENTRANCE.., I I \ \ \ \ \ L z <C
I 1 1 \ \ \ \
se
O _ _ _ - __.- __ - -- -- 395-.
PHASE ONE CONSTRUCTION SEQUENCE - - - - - - - - U 0.
�/ sr��-. \ �. \ a \ 1 ,./I_ �- 1�.� \.,t � // ,\ 1 I \ 1 \ \ \._-_-\\ _�/.... / / Ill1 / // l�J t>?
1. OBTAIN GRADING PERMIT. _ \ /r \� CLEARING �V ^ - \ \ 9 \ _ _ _ _ ROGERS ROAD I yam,_ )((I I \ ( I I i \� = - // / r / l / 1 l l l l / % t / / �' 4 -�
2. SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL ENGINEER, \ \ \ ss� LIMITS r 3 yr��" \ ;J�ss \ V o I \ ��'� ���\ \\\ \\ \ g Ij I \ \ I 1 \ \ \ \\ - - _ J , / 1
GLEN JOHNSON 919-868-6411. OBTAIN A LAND -DISTURBING PERMIT. _ - I I EX 60' PUBLIC R/W \ \ \ L6 EARINc�
3. INSTALL CONSTRUCTION ENTRANCE, SILT FENCING, & SILT FENCE OUTLETS AS \ I III \ \ - _ LIMITS - - /� (( l I / i' / / / W
\\ I I \_- /- /� �r�
015
SHOWN. - L. J (L' Z
4. INSTALL SKIMMER SEDIMENT BASINS. CLEAR ONLY AS NECESSARY TO INSTALL STOCKPILE MAINTENANCE REQUIREMENTS \ ` \ �\ ��\ \ \ �� \ \ ( - �= _ - / / , / / / / /
THESE DEVICES. OUTLET SKIMMER TO RIPRAP/SILT FENCE OUTLET AT TOE OF
BASIN EMBANKMENT. PROVIDE A STONE PAD BELOW THE SKIMMERS AND ATTACH A I. SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS DIVERSION DITCH NOTE: \ \ - - \ \\�\ \ �\\r\\ \ \ \ \ - - j j / r _ _ \i� / Z
TETHER TO THE SKIMMER ITSELF. MAINTAIN SEDIMENT AND EROSION CONTROL REQUIRED AND WILL REDUCE EROSION PROBLEMS. TARPS SHOULD O Q
DEVICES AFTER EVERY RAIN EVENT AND ONCE PER WEEK. REMOVE ANY SILT BUILD BE KEYED IN AT THE TOP OF THE SLOPE TO KEEP WATER FROM DIVERSIONS WITH A SLOPE OF <2% SHALL BE CLEARING N, \� �\ \ \ / - / / /
v v v vv i / / / /-i` `
UP ON ANY SILT FENCING AS NEEDED TO PREVENT BREECH. SEED OR MULCH (OR RUNNING UNDERNEATH THE PLASTIC. LINED WITH STRAW NETTING. SLOPES >2% LIMITS \ \ \\\�\ \ / / / J / / soo j, / N/F / O
STABILIZE WITH STONE/PAVEMENT) ANY DENUDED AREAS WITHIN 14 CALENDAR DAYS SHALL BE LINED WITH EXCELSIOR OR EQUAL \ \ \ \/� HIGH VALUE RESOURCES / t -i
OF TEMPORARY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY. 2. IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE \ l \ \ // / / / �i LLC
5. CALL 919-868-6411 124
FOR AN ONSITE INSPECTION BY THE ENVIRONMENTAL ENGINEER PROJECT IS COMPLETE (BUILDERS, ETC.), THE FINANCIAL \ \\ \ /
RESPONSIBLE PARTY MUST NOTIFY WAKE COUNTY OF A NEW \ \ \\ / / / D.B. 14668, PG. 1165 / O
TO OBTAIN A CERTIFICATE GR OF COMPLIANCE. \ ` PIN# 0759.15-72-1565 J
6. BEGIN CLEARING AND GRUBBING WITHIN THE CLEARING LIMITS AND INSTALL RESPONSIBLE PARTY FOR THAT STOCKPILE. \�\ \ ay `\ \ /// /i� VACANT LEGEND � J
DIVERSION DITCHES WITH ROCK CHECK DAMS AS SHOWN. MAINTAIN POSITIVE STABILIZATION NOTE: \ \ s \ / % \
DRAINAGE WITHIN DIVERSION DITCHES AND OUTLET TO RESPECTIVE BASINS. 3. THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED \ \ \\\ \ U)
7. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, SEEDING AND MULCHING ON A CONTINUAL BASIS WHILE THE ANY PORTION OF A SITE UPON WHICH FURTHER LAND -DISTURBING SILT FENCE OUTLET j
PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS PER DWQ STOCKPILE IS IN USE. ACTIVITY IS NOT BEING UNDERTAKEN SHALL BE PROVIDED WITH O ROCK CHECK DAM O
REQUIREMENTS. PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN
8. NO SEDIMENT AND EROSION CONTROL MEASURES ARE TO BE REMOVED WITHOUT 4. ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF FOURTEEN (14) CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY , >� \\` \ i wvvwv. CLEARING LIMITS
APPROVAL OF THE STORMWATER INSPECTOR. THE SLOPE (WHERE PRACTICAL). SUSPENDING THE LAND DISTURBING ACTMTY. \ / \ \ \
\ \ � SF TEMPORARY SILT FENCING
SKIMMER SEDIMENT BASIN 1
SKIMMER SEDIMENT BASIN 2
Ac..__. ... ..
I rvious Area -
0.00 ' "
I Denuded Area ="
4.40
-----------
Ac.
s Area =
0.00
3,86
Impervious Area =..
: , 0.00
0.37
r,..
Area=
Runoff Peak =
10.3
Landscaped Area-
Depth = ,
3
D Area =i
7.18
Ac.
Basin Drainage Area - _ _
_ 9.24
Ac. _
0 46
Conn C - .__
0,37
eak
23,8
, _ -cfs 410) _ _ , . _ .._. __
. _- Runoff Peak
wm _ I _ _ _
24 7(410)
_
ft
Depth = _
2
ft _ - j ;
Depth = .
4
(CF) _ (sf) I(SF)
12924 7750 9,186;
Calculate Skimmer Size
Basin Volume12,924 Cu.Ft
Days to Drain*Days
Diameter
drain
2.50Inch
16632 8022
Calculate Skimmer Size
BasinVolume 16,632 Cu.Ft Skimmer_Size
D_s_o Drain -
Days Orifice Radius
I
Denuded Area =
_ ..... .
1.82
Ac..__. ... ..
I rvious Area -
0.00 ' "
(10
In
Landscaped Area = .,,
- 2.04
Bas inDraineArea
3,86
Ac._
Compp '1
0.37
Runoff Peak =
10.3
cfs (Q10)
Depth = ,
3
ft
n__ld A. D....aA, A .Arno 1
0� AA.A VN
i D,n,Ad l II i OrnWAwi W iA1h -
.alculate Skimmer Size i
3asin Volume 6,948 Cu.Ft ;Skimmer Size 2.00 Inch
Aays to Drain* 1 '31 Days !Orifice Radius 0.801nch[es]
NCassume.3days 1
)rifice'Diameter
Inch[es]
TEMPORARY DIVERSION DITCH
TOTAL DENUDED AREA = 32.0 AC.
In
I
v
m
(10
In
LU
_j
�
o
9
Zrf
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH WAKE COUNTY
STANDARDS AND SPECIFICATIONS o
1I =
GRAPHIC SCALE
SHEET
100 0 50 100 200 400
CE -3
( IN FEET )
1 inch = 100 it.

N
REDUS RALEIGH
HOUSING LLC
D.B. 14855, PG. 2303
\ PIN# 0759.15-64-6668
PERMANENT _ ecEVACANT
p cwt i \
BOTTOM WIDTH: 1' s -''-
\ SIDE SLOPE 3:1
_ LONG. SLOPE: 4.1% CLASS RIPRAP PAD NRB LLL���_
\ �\ / (SEE CALCS PACK 5' LENGTH
\\ \ NRB ' Ri 3.8' ENTRY WIDTH - \�
CLASS B PRAP PAD' ) 6.3' WIDTH \7 0 \ �-•- / \
NV LENGTH 3.8' ENTRY WIDTH % j t TxH�KNE,S j - - - \ \ �� / \ \/ •% �/ \ __
\\ -
6.3' WIDTH 1 / %-CLEAIRING / j/i ^ \ J r - \ NR \ \ / NRB
12" THICKNESS •� / - .�� \ S \
J / / _ LIMl 330 _ - - - LASS B RIP AFfPAD r
SILT FENC
GT
100' TOWN OF ROLESVILLE BUFFER OUTLET (TYP) /i / / j / ' / '/ FES 30° _' l� \ \\ - - _ \ �-_ _ - 5' LENGTH \\, I ` / \
(FROM TOP OF CREEK BANK) / / / / / i�\ \\YS�c-33s NR$ e -_ - / 3.8 ENTRY WIDTH \\QQ / �01 3 q� /
10' EMERGENCY _
Q- 6.3' WIDTH `•FLOATING 4 PVC SKIMMER \
- - - \ � 12 THICK ES 7DEWATERING DEVICE
/ / N i / �"" ' \\ - - - - = - _ ^� \\ \ \ , -TETHERED TO BANK A A
SPI W Y i�';i-' �.�.,...�\ - = i/\� \\ �\ «
j // / / \. \ _ \ - _- tE 10 EMERGENCY � ( ) / Oy /
\ \ \\ \ \ \ \\\ - - ARI _33 �_ /
/ - - -/
MITS • / PCL / QTONE_PAD UNDER SKIMMER) \ / �0 /
RIVER BUFFER OUTLET (TYP) i�'�j/
\\ (FROM TOP OF -- -
i/� / j �/ % P ROTECTION \ \ ) _ % ^ _ _
FLOATING 4" PVC SKIMMER \ / // / \\ CREEK BANK -
/ // / _/r 345-
DEWATERING DEVICE / / /i j j I�OCIG/ �(TYp) \ a = _ - - ' , - J-j1j - - \,�\ \ \\
/ / / \ \\ s i 7.z \ a\ / CLEARING /y = _ \
(TETHERED TO SANK) / / CHECK DAM � \ s - - _ � � � 100 TOWN OF ROLESVILLE BUFFER _ 1 \ \\ ss / '" !- S -2B_ // \ / � � ` I I
MITS , h _ \ \
\ FROM TOP OF CREEK BANK _ - - ��\ \ 3s _ \ \\ \ I
(STONE PAD UNDER SKIMMER) (' M j /i �•/ i //' (TYP
� �\ \\\ \\\\ _ t �\°•\\SKIMMER FEs-ao �- 7�""0---�`\\\� �\ �
b / Y f i•'' / / / /'.'// / / CB -32, \\ \ \\ \ ,360- i �% ' - - - - - -_ \ \` \ \ •\ S \
700 GlM( EOIRMESH / J fid•EDIMENT. / j _ - \ \ \ ,•_ _
SKIMMER / ,y / % 9FFLES. INIMU 3 / / 1 i, / ✓ \ -�--�- _ _ _ _ _ - ss � S _ `" tt F 1,E 1 -` \ \ \ \ \ i
..-, t - � \ \a \ �\\ \\\ BASIN 2 .._./----�-SS �..-�\-..��.� .. OUTLET TYP ,- -;�\ \- \\. \\ \� \ \ � `J I
I ` • i !� ///j/j/ .. _.._ ._ __ _' ___....✓T_ t� - y-__ _.-._•.:DIVERSIO -`LASS t RIP�2AP PADt r jjl !lI h • J >° • /�\\\\ \\\\\ \� \ \ I
SEDIMENT a / `DITCH (TYP} _ , ; = �/ % = = = - vv ��v��\ v / / 1s LENGTH 1 1 1 11 / /j! v v\\\ \V vv v \ CL a ING J
\ v I S /1�RIP-RAP fN NON�IO EN GEOTESCTILE �/ - / �_ - / / / \ �\ I I \ \L\
BASIN I -- I� I(( / JJ �pp�RIC TO ARMOR SLOPE AND PROVIDE t j \ - _ - RIP -RAP ON t�ONWOVEa G dY I` .5' ENTRY WIDni Ij j �) (III I(/IIII f M r) !/(IIII\\ �\ \ \\\ LIMl
`ISSIPATOR PAD AT BOTTOM. (d50 = 13"� / {'I' } ./ / / / /�.- FABRIC TO ARMOR SLOPE AND PROVID 700 G 17.5' WIDTH I jj
Je 2 / !/ A • , ' . )/// \ 370- - ! - - ' i % / DISSIPATOR PAD AT BOTTOM. (d50 = 13" FF S. MINIMU JB 47. / 1 I (( III
) 22" THICKNESS l I
ROCK / / / / / - _ - / _ / / - -- �ds\ i I l I I ( I I �f20CK I \ \ \\ \\ \ Z o
/ if,..,�d - / / % / / / / // - _- \ \ \\ \' \ DI -03 "Rc / \ \ \ I ( I I I III CHECK DAM I i I) \ \ \ \\
CLASS 1 RIPRAP PAD / I i�1 I i (CHECK DAM, / / / // ! / // //// ! r _ - - - - _._. �� ` - - ' / / / -- - \ \\ \ \\ \\ \ \\\ "" \ \ �" (/ I 1 -�
s'EriT2RrEwlomIII(TYP (( iiI�II / ////,,!. --- '__ \ \ \\\\\\\ e /\\ Fj 11 III I i \ 1\1 i\ �w NRB
( // //i---�//// //�/ _-\\ \\\\\\ \ \\\\ 5� ��E / DIVE
14' WIDTH / �I i/I, III (III III / // %/ `�, { 37s !;����_---// / '90 \\\\\ \\\\\\\\\�\ 65e�4� / "\ \DITCHSTYPy/ J(1 i\�\, \\- Ili \\\\ 1 Ir ,lilt \ \
i \ Ii4' ( I I / ! I - - _ INLET/ i - \ \ \ \ \ \\\\ \\ \ CLASS B RIPRAP PAD
22" THICKNESS / I (` \ ! (( (1 I J / % I� /! / !/ / 'l, 3 - - iROCK / ! - - - �_ \
-PROTECTION- - DIVERS>bfZ \ \\ \\\�\ \
/ - \\\\ \\\\\ \ 6L \ JB45 j i Ii I
j l 1 " I " 1 / ! / ' - - - CHECK DAM-% - (TYP) - _ - DITCH (TYP) \ \ \ \ \ \ �\ DI -04, o a' o / \ \ \- / ' t 1 1 i \\ / \ \ \ \\ \ \ \ \ \ \ �\ \ \� \ \ 5' LENGTH
ENTRY WIDTH
( \ 1 i ("III �ljj jj//! / /i Sao TYp / \ \ \\ \\\� ` \: / \ \\ \\\ \\
_ _i/i_--' \ \\ �f ! / c�Fo; \ \ \\\\ \345 6.3 WIDTH
3s5 \ \ ces91\ \ ce-0s P - ce a7 5, \\\ \ \\\ \ \
FREEMAN FAR T_ \ . S
M YY ••.(`..:-.. - 30"RCPJtn_.� -r"\ • ��_.r / /.�f�'l.- 11 "g �1 j \� \ \\�\\�� \\\ \\\\ �l-TH�Ci�NES
AY \ _- ., ' D�V�RSION
,� _. I .. ! i. a • .. . , - ._ _ .._.___-:...._. _ �_ -J. _ / 9 ,� .✓ ._ .__'�:`_ . 15 RCP - c ti 15" RCP , 5 I
50 PUBLICR/W ( F _ its. \ \
at�� _. _ _. _ .... J. _ r 1 ... _(-_. _ _ .ti _ _. ®_t;,. _.,!..._ a __ 15' RCP�.. r - l /Ft�-i�I .I".J
_ i I�1 T % / // I t-� t5"
15' RCP CB -0`- . � . �Ed-(. li, i?f -11- [ 1ni ,�._ -\'� , tl-. e :� _ -"1-Ic\ �' Yom_._ �. �_ �C8 10:._�;r_� / ! � •'CB•12^-� _ __ _. / � CB -g0 CB -58 --' ,-- __0
1s°RCP` -• CB-6�- ` � %`•,. sC8.8%'��"'- �OSRC�� � � � { fQ- ,y 2�4"RCP- ! ! CB -53 - CB -52 \ O \ \ \ .•'i � \\ (` j
/ / ! ( ( i �. / / C8.14 C&13 •/ / s \ \ \ \ \ \ \ \ \ \ \ y� 1 / \ \ •.., / �' 15" RCP \ \ \ \ \\\ \ ` / / J I
CLIfARING \/ \ \ I / ( / / / / \ \ \ \ \ 100' TOWN OF ROLESVILLE BUFFER
`) I �� \ I / \ \ / / �! a \ \\\ \ \ 10' EMERGENCY�L
4 c FROM TOP OF CREEK BANK
I ROC \ 1 / 1 / •� � i � // / \\ \\\ \ \\\\ \ \ \ 3s a \ J!j / \ // / / �-• \\ \ \\ \ SPI L Y ( )
CHECK DAM / --
�_ ( ` I ( i ( ys5 / / / / / \ \ \ \ \ \\ \\ - \\ �/ / \ \ \ \ \\ 700 GM OOIRSH - - -
( (TYP� I I I \ \ \ \ -,-. / / \ \ \ FLOATING 4 PVC SKIMMER\ \\ N \ INLET \ \ - / / / \ \ \ �\ APPLES. MINIMU 3) I I !/ -
/ DEWATERING DEVIC \ \ PROTECTION - - \ \ / / - / ! / -- - @ \ \ I ��/ SILT FENCE' ',a / CLEARING
HERITAGE EAST PH2 ' - !> >! (� \ \ \\\` \ \, \` i I I i I ` \ \`\ \ \ r J m / / /' % \\ \ \ \\ (TETHERED TO BANK a /(TYP) / - \ \ / - - _ / I± 4 �j - - - \ \ \\ \ i) \ IIII I \6\ /CUTLET (TYP)a65 \ LIMITS
1 t n 'o\ / / / / / / / CB54 \ \ \ SKIMMER / / /
!/ / ) I i I { I i i / I i \ \ \ \\ \ \ \ \ \ \ \ \ / ^ J / / / / - \ \ \ \ \ \ \ \\(\
(STONE \i AD \DER\SKIMMER \ \ \ DI s3 //� _-\ \ - - / /,` - CLEARING \\ \ \ xSEDIMENT I / /i
BM 2013 PG 00075 / / / I I I ( I I ( \ \ \ \ \ \ 1\\\ \ \\ \ \ \ / -375- INCET� - LIMITS \ \ (I !FLOATING 4" PVC SKIMMER
\CL$A�21NG \ /STOCKPILE AREA \ \ \ \ \ X00 GM COI \� \..- \ // / _ %CLEARING\ \ _ _ pROTECTIO 4 j \ \ \ \\\ \ BASIN 3 I I /(TETHERED
DEVICE /
_r _
LIMITS \ ( \ \ t5 // // UMlTS� / \ \ V s TETHERED TO BANK
\ \ \ \ \ \ \ \ROCK CB -t6 I I I (SEE MAINTENANCE NOTES)\ \ \ \ \ \ ({FF( �g. MIN1�( \ / (T�) b PRAP PA I / ( } -�
\ CHECK DAM` I I I i \ 1 \ \ \ \\ \ \\ \ . \ x\ , \' \\ \ \\\ 10' EMERGENCY. \ \ _ - ~ ,/ / / / / / cIA s't ��O' LENGTH 1 ( / S ,-_ \ -
\ TYP , I - \ \ \ SKIMMER 2 \ ,380 1 - / 1 I I / / !/ STONE PAD UNDER SKIMMER),
\ V j (TYP) \ �:✓SII '� ( ( I I I % \ V A V A / SPILJ..WAY A A \ \ _ _ _ � _ CB -56 / / / / 7.5' ENTRY WIDTH V / ((! / / . /� N/F
\\ (SEDIMENT JtY& cB ss� / / ! / 22.5 WIDTH FEs so \ RIP -RAP ON NONWOVEN GEOTEXTILE - REDUS RALEIGH HOUSING LLC
\ \ \ I I \ \ \ ( \ao - / / / / \ \\ j u�- - 2 " THI KNEES / I Q FABRIC TO ARMOR SLOPE AND PROVIDE _ _ D.B. 14855, PG. 2303
\ 1 1 i \ \\\ \ 1 BASIN 4/
�� it 4 \ /, DISSIPATOR PAD AT BOTTOM. (d50 = 13"' PIN# 0759.16-72-7673
P 1N VACANT
_ v v T�
INLET I ( I RIP -RAP ON 0 0 tA) GEbILt / , ' « // / ( / //1 I \ \ / // I i I-
/ "7 TEMPORARY 24 HDPE v - - - \ V I I I r / /
PROTECTION I I FABRIC TO ARMOR SLOPE AND PROVIDE - / T -O UTj�-ET T9 ASIN 4\ - _ _ - - - ` I (IIi /III I ( \ !! / ROC / !! f j /
(TYp) ' DISSIPATOR PAD AT BOTTOM. (d50 = 13-)\, �/ I CHECK DA
DIvER\S)ON - -
SON
ITCH (TYP) 385 i I I I I J !! -
/�\i/.s" C618 -": 24"RCP' \ \� \ If / / \ \ \ \ I I III (I I I J13-81 I 36 j ITCH
/ \ .rt \ Z.__ / t5'P.C_ C8-71 _a. - �.�$-�_CB•64_ / -- i�,%7 r" \ \ \ \ \ j l I I I J I I'y,5 / ! / // / J / if / CLEARING
( - `- idJi ( 1 -y r 2n"nCP- - _. .. i _ f - 1 �, / \ \ \ \ \ I (I l I I \ ! / / / ! / i 1 / // i
i/ A - Z( I__ \ .�L -yJi.- h -%ice s9 C87 j/r \� \) I (M I I IIi ( \ \ / / / / /� r; LIMITS
- / /
/ \ I\\\. 1s" xcP\ 1` LEANC-.:� 1=�r cB7o •\ \ \ 11 /1 //
N/F / l /r'j CB -19 CP 5" 15 R P �0 73 > \ \ \ / `( \
PHASE TWO CONSTRUCTION SEQUENCE CONSTANCE R MITCHELL / / / r{ys i ��` ; !J / / \ \ \ \ \ \ \ \t j (I I I I \%/ /((
M.B. 1995, PG. 578 /' / / ( INLET 15" RCP \ / /
/ j \ \ p` \ \ \\ \ \ IVERS(ON
9. BEGIN GRADING STREETS &RIGHT-OF-WAYS AND INSTALL STORM SEWER AS pIN# 0759.15-64-6668 / / / / I ce-2o \ \ \ \ \ \ \ \ ts" RCP- i ^ \ \ 1 \ (I I \ \ I \ \ /! / , j / - /✓ % ) / /
SHOWN. PROTECT INLETS WITH BLOCK AND GRAVEL INLET PROTECTION. PIPE / / / ii r \ \ \ o� \ \ \ PROTECTION \ pl g7 / , (J d� 3so, \ I ( \ 3) \ AITCH (TYP)
INLETS TO BE PROTECTED WITH HORSESHOE INLET PROTECTION. VACANT / / / > II I: \ \ \ \ I ) \ \ \ \ \ \ / IN ET \ \ \ N( \\ \ a \
10. COMPLETE GRADING C REMAINDER OF SITE AND STABILIZE AS AREAS ARE BROUGHT / / \ °oma \ \ \ \ \ l ( I \ \ \ �\ \ \ \ \( )i \ \ \ \ _ / / // r/-PROTECTIO \ \M('\ \ \\\ \'s
I \ \ \ ( \\\\ \ \ \ / ( = \ \ \ \ 04\ / /
UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND / / / / a INLET l \ j ( i \ \ \ \ -mss\ \ \ \ \ / / / TYP} \ cB 7s,r I °•• c8 77 \ \ \ \ ; o r / PROTECTION /
i \ 9 /� \ \ \ \\ \ \ \ J /// ham„ / /
r M PROTECTION\\\\ \ \ \ I \ - \ s\ \ \ \ \ \ \ \\ / / / / TYP /
MULCH DENUDED AREAS PER DWQ REQUIREMENTS. r \ \\\ \ / ) i I \ \ ` \ \ \ \ \ \ \ r / / \ \ `1193 cB 7s - -` \ I 1 \ \ \ �\ \ // F� / i S )/ // / // / // \
11. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, ( \ \ \
TYP) \ \\\ \ \ / / / I I \ \ \ \ \ \ /� \ cg�5/
CALL 919-868-6411 FOR AN INSPECTION BY THE ENVIRONMENTAL ENGINEER. CLEARING \ \ \ \ \ C ` \ / \ ` \ I I HECK DAM
\ \ \ \ \ ROK / \ \ \ \ .v' RCP
LIMITS V \ \ \ / / \ \ \. /- ( \ \\ \\ F
12. IF SITE IS APPROVED. REMOVE TEMPORARY CONSTRUCTION ENTRANCE, TEMPORARY ` \ s\cx SILT FENCE \ \ \CHECK DAM, / / \
CLEARING \ � '� INLET „ J (TYP)( \ 24 RCP
DIVERSIONS, SILT FENCE, &SEDIMENT BASIN 4 (AND BRING TO FINAL GRADE). �~ ce•z1 OUTLET TYP \\/C \r L ( S
SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. \ ce 7.2. - (- PROTECTjON� I
�{S \
13. MUCK OUT SEDIMENT BASINS 1-3 AND CONVERT TO PERMANENT DRY PONDS AND
INSTALL JERSEY BARRIER LEVEL SPREADERS AND ENGINEERED FILTER STRIPS AS \ ^����- \\/�
SHOWN ON PIAN AND DETAILS. iso EP -EP ` -3so- = -- - _ y - L ti= _ - - - �^�� / - /EMPORARY \\ , I i I / r (�`r. , y �cP CB -es
s = = -, _ - - [cg -s3' . 5 RC 18
14. WHEN THE POND CONVERSION IS COMPLETE AND THE ENTIRE SITE HAS BECOME - - -'-- -� - c I� CONSTRUCTION I \ 1 1^ 16"R
ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE ENVIRONMENTAL \ { \ -� T ` - `^ TRA / PROTECTION
> a ss EN / C,o01j 1 \ \ \ \_ /'
ENGINEER, GLEN JOHNSON. OBTAIN A CERTIFICATE OF COMPLETION. -� _�- - so _-__ - -ry, -- - ---- - \ _ ( t \ \ \ I i \ 3oC'�j/// / 0 C (jyp
= 3so -�CEAt�(FIG- / y'da t �'va� l 1 T_ I_ ! -, t=ag �� ,/ 1vA1�(t I I V A \I l i V A \\ INLETv
So-
4 -
LIMITS ✓ \ \ so \ ` _ - i - s \4 I / I /
RO RS ROA��v - ��"I I,I;
�ir u C85 \ V ( GE \ ROTECTION
\IIII (� i\ \\ \\ \ \
LEa�ING / I
EX 60' PUBLIC \ ` \� I \ i \ - - {T%')_ _ - _ UNITS - - / Dl B (J l i i J J /
UPSTREAM: DOWNSTREAM UPSTREAM RIM! DOWNSTREAM UPSTREAM DOWNSTREAM PIPE LENGTH SLOPE TOTAL CAPACITY; UPSTREAM DOWNSTREAM UPSTREAMRIM DOWNSTREAM UPSTREAM DOWNSTREAM PIPE LENGTH SLOPE..( TOTAL CAPACITY` R/W \ \ V: --� \\
11.11.. , .. ( l \ \ ^ ` -• - ' - - /i i / //% / / BOTTOM WIDTH: V
STRUCTURE STRUCTURE ELEV, 1 RIM ELEV. INV. ELEV INV. ELEV SIZE FLOW STRUCTURE STRUCTURE ELEV. RIM ELEV. INV. ELEV INV. SIZE _ ` FLOW \ \ \ \ -�`'.� \ I \ \ \ \ \ a �� / / / / SIDE SLOPE: 5:1
-
(ft) ' (ft) - {ftj (ft) (in) (in) (ft) Ids) (CIS) _-. _.. (ft) (ft) (ft) (ft) (in) (in) {ft) Ids) Ids) \ - - ,,,,_, \ \ o \ \for ` _ / //, / // LONG. SLOPE: 7%
CB -77 CB -76 392.19 393.68 • 387.42 386.94 15 4817 ,- ., 1 0.90 6.98 CB -22,. CB -21 392.3 392.91 387.3 386.89 SS 40.98_ _ 1 .__(, 1.06 1 ._7.00 �- ` - - '^�\ \ \ h I �--- - /„ - - - //� (SEE CALCS PACKET)
CB -76 . -G8-75 393.68 ? 343.47 386.74 386.33 15 41.28 0.99 2.03. 6.97 ! CB•21' CB -20 392.91 395.01 386.69 385.91 ..15 249.91 0.31 1 2.22 { 3,91 f• \ \ \ ( 1-� --•,, - _- - \ �/ /
CB -75 _ CB -74 393.47. 391 386:,13 - 3S5,66 15 _4741 0.99 2.59 ', 6.96 CB -20_ CB -19 395.01 397.39 385.7 ,. 385.47 -_-.15 46.75 0.49_. i 2.32 -,_ 4.91 CLEARING - - •`�` \ \ \ \ / HORSESHOE INC / / \� //
LEGEND
CS -74 CB -73 391 389:23 385.46 '384.44 15 101.71 1 3.31 { 7.01 CB-19CS-18 397.39 397.27 385.26 385.12 15 27,10 0.52 2.74 j 5.03 LIMITS \
F 4 g2 \ \ \ PROTECTION (TYP) , o /, f N/F / PROPOSED CATCH BASIN
CB -73 CB -72 389.23 ! 386.46 384-24 _ 381.65 15 86.34 3. 4.07 I 12.12 } CB -18_ CB -17 397.27 396.57 - 384,9 384.67 35 46.59 0.49 3.52 .,� / \ / ^ , / HIGH VALUE RESOURCES /
.. 44.50 1,69 4.85 i 9.08 1 CB -17 CB -16 395.57 394.54 384.46 383.73 15 145.16 0.5- t 4.32 4.96 ROCK \ / / ■ PROPOSED DROP INLET
C8-72 CB•66 386.46 ( 385.86 381:45 380.70 35 / LLC /
CB -71 CB -70 895.18 i 395.18 390.35 389.54 15 27.02 3 1.52 11.18 4 CB -16. CB -15 394.54 388.38 383.48 382.65 _IS 71.86 1.16..1 5.97 i, 7.52 CHECK DAM -"V \ v / / / �� D.B. 14668, PG. 1165 /
14.12 I ca -i6 CB -13 ssa.3a 3as.3s 3az.4s 3az.ao 18 6.ao 0.74 6.57 9.76 (TYP) \ / / / / PROPOSED FLARED END SECTION
CB -70 CB -69 395.18 _ 391.28 389.34 386.20 15 65.68 4178 1.72 DIVERSION DITCH NOTE: 24'-'\, . FEs-ss / / /�� PIN# 0759.15-72-1565
CB -69 CB -68 391.28 387.05 386 381.90 15 , 85.84 4.78 2.45 ,' 14.11 CB -14: CB -13 38835 38835 3835 38320 is 2434 123 -i 090_ ; 7.77 { \ • \ L VACANT >_� PROPOSED STORM PIPE
.. , _ _ ,_._.. -_ . _ __. _ __ _ __ -_ . ... ..__ .. _ .__ ._ 1111. _ % \ ,
CB -68 CB 66 387.05 385.86 381.7 380.70 15 s _48.45 2.06 4.24 10.05. i CB -13i CB -12 388.35 390.41 382.2 38160 18 48.07 1.25 I 8,03 12,71 \ \ �` -�
DIVERSIONS WITH A SLOPE OF G2% SHALL BE ROCK ��\ \ \ SILT FENCE OUTLET
DI -67 CB 66 386 _ • 385.86 381.35 380.70 15 25.11 2.59 3.25 10.39 _ ( CB -12' _CB_11 _390,41 389.49 - 381.4 350.91 - I8 39.43 124 s 76 _, 1z.6s__ LINED WITH STRAW NETTING. SLOPES >2% \ PERMANENT GRASSED SWALE
CB -66 CB -65 385.86 I 385,86 379.97 379.70 24 27.01 1 _ 12.41 24.50 CB -11. CS -9 389.49 385.49 380.71 379.00 _ 1S 136.93 1.25 i 10.12 12.71 CHECK DAM / r -,`• 80Ti0M WIDTH: 1' Q ROCK CHECK DAM
_ SHALL BE LINED WITH EXCELSIOR OR EQUAL \ \
CB -65 CB -64 385.86 386.18 379.5 379.16 24 r 33.57 1.01 13.19 24,66 CB 10 CB -9 395.49 385.49 j 380 22. 379 40 15 25.50 3 22 0 72 12.54: j (TYP) I / ��\� �•\' SIDE SLOPE: 5:1
CB -64 DI -63 386.58 370.02-- 378.9 -364.22 24 212.62 6.9. 13.67 64.38 '-"--"-"'"""" "-'"- """'". _ .. .. 11_11 _._.. .. ,. __. iwwwv� CLEARING LIMITS
-_ CB -9 CB -7 385.49 380.79 378.81 374.20 18 155.76 2.96 ! 50.96 19.57 / - LONG. SLOPE: 1.2;
Of DI -62 370.02 359.38 364.02 .354.20 24 _ 4 > \ \- \\\� \ (SEE CALCS PACKET R NG
13418 7 32 17 05 66 29 Cg -g CB -7 380.79 380,79 376.15 - 374.45 SS 27.00 , 6.3 , 0,79 l 17.55 \ /
DI -62 CB -57 359.38 363.24 354 351.80 24 __3005 732 25.94 6629 _i CB -7; CB -5 380.79 366.83 374 360.75 18 171.38 7.73 { 11.83 i 31.63 � \ TEMPORARY SILT FENCING
- - -- - - ----- .. _ . - . _ T M L
CB 383.33 CB -60 383.33 383.33 378.3 377.76 15 27.00 2. 0.70 9.89 CB -6- CB -5 366.83 366.83 362.25 361.00 15 27.00 - 4.63 - ( 0.61 7. _ 15.05 STABILIZATION NOTE: V A V A _�
CB -60 CB -58 383.33 i 368.43 376 '363.13 15 , 141.55 9.09 2.21 _'; 21.09 CB -S. CB•3 366,83 342.85 357.56 338.00 18 214.75 9.11 12.48 34.33 \ -�j TEMPORARY DIVERSION DITCH
CB -59 CB -58 368.18 368.43 363.4 .363.13 15 • 27.00 1. 0.29 7.00 'i CEI4. CB -3 344.22 342.85 339.5 338.00 15 31,68 4.73 j 0.69 • __15.22 i ANY PORTION OF A SITE UPON WHICH FURTHER LAND -DISTURBING \ \ \
CB•58 'CB -57 368.43 363.24 362.9 355.00 15 136.27 5.8 2186 1 16.84 i CB -3 JB -2 342.85 331.71 337,8 827.32 18 152.01 6.89 13.25 29.8r '. ACTIVITY IS NOT BEING UNDERTAKEN SHALL BE PROVIDED WITH >
4 363 24 i 36324 3513 35050 30 27,00 2.96 29.56 " 76.as S 8 . ` I : - PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN ` \
FES -1 33171 32779 32682 32600 24 8215 - 1 ` 1314 2448 t
c6-57
CB_ sJB-z
Z
O
w
m
C/)
Z
x
t -
O
a
z
O
�
c-
TEMPORARILY OR PERMANENTLY
FOURTEEN (14) CALENDAR DAYS OF
ce-ss
ce-ss
380.54
380.54
375.29
374.75
15
7.6.73
2.02
0.70
9.94
0
\�
���-j
SUSPENDING THE LAND DISTURBING ACTIVITY.-.,
CB -55
CB -54
380.54
375.55
374.52
-
. - 370.00
15
• 100.39
4.s
-
2.24
14.84 I.
-i
UPSTREAM
DOWNSTREAM
UPSTREAMRIM
DOWNSTREAM.
UPSTREAM
DOWNSTREAM
PIPE
LENGTH
-..
SLOPE
I TOTAL 'CAPACITY,
W
CB -54
CB 52
375.55 +
370.56
369
- 365.65
15
118.26
2.83
3.10
_ 11.77 -
STRUCTURE
STRUCTURE
ELEV.
RIM ELEV.
INV. ELEV
INV, ELEV
SIZE
! FLOW
CS -53
CB -52
370.56 1
370.56
365,92
365.65
15
26.99
1
0.61
7.00I
(f[)
(ft)
lft)
(ft)
(in)
(in)
(ft)
@ Ids)
(cfs)
CS -52
JB -51
370.56
370,4
365.45
364.55
15
• 58.67
1.53
4.20
866
FES -95
01-94
00
383.00
388_71
378.95
15
210.81
4 63
4.69
15.05
18-51
C6-50
B
370.4
368:71
364.35
. -. _. 363.15
s_. 15
' 79.80
,111_1
1.5
1_111
4.17 ..
_ 8 58
- -.I
-.
DI -94.
-
CB -93
_-__395 _
383.00
_
380.74
378.75
_
376
_
15
50.00
_
5.50
! 7.52 -
-16.41
GENERAL NOTES
Cg -50
_-
CB 47
368.71
365.86
362.95
360.70
15
' 150.00
1.5
4.14
8.56 j
--
CB -93
-
CB -92
38074_-
'-
377.01
--
375.55-
372
-
15
76.15
4.66_
10.63 ,_.15.10
-,
CB -48
CB -47
366.14
2--
361.16
:, _ 360.70
!. 18
3__31007
.1:48
648__;
1386 _J
CB -92
CB -89
_
377.01
376.05
371.55
3703
1S
SS.iS
2.15
} 11.59_:
16,68_1
1. CONTRACTOR TO FIELD VERIFY LOCATION &ELEVATION OF ALL
--`-`-
CB -47
_
CB -46
_-'_-_-----
365.86
_365.86
363.24
360.5
357.50
IS
154.89
-, ,.
1.94
11.07
.i 15.83 -
�'""`-`-'
DI -91
-89.
`, 376.05 !
_
370.66_
18,07
089.
! 332
'
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
'.CB -46
1B-45
363.24
362
350.3
348.75
30
49.01
3.36
40.80
_ 79.01 (
- CB -90
_CB --,
C8-89
_ _,37600
376,05
376,05
371.50
,370.5
371
,35
18
27.00
1.85
_;_.6.58;
1 0.90
15.48 1
362
356.96
34&55
345.25
30
i 66.28
4,98
40,68..
99.14
-87
378.47
369.80:
367.5
24
92.56
2 48
15.98 1_
38.62 '..
2. UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF
18-45
16-42
361.34
356
351.50
15
: 99.33
0.51
1 14.89
CB -89
-Of;88-
CB ------------
`'-
376.45 -
378.47
386.00
_
371
-IS
163fi2
917
_!.
s06
31�ra,.
RALEIGH STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE
DI -44
_ DI -43
360.8
- _.
..351.33
L.41.23
_4.53
_-__._-111.1_
CB -ST .-1__1,_11_
___...,
390.00
-_-_11,_11_.
.-.
____.___.
.; .__._.
_._
,.__......_._�.....
..
_!
,. ,...
NOTED.
DI -43
18-42
365.34._._;
56...6_
3 9
350.50
15
, _-_
2.01
-
0.95-._�
1111 _.
9.93
CB -87
-_.
C883
- 37847
378.47
367.28.
366.88
24
..__. ..,
27.00
.__
3.48
_ ._._.
( 2672
29.82 ..
JB -42
16-41
356.96
348
344
339.00
30
a 92.88
5.38
41,45
103.09
-___.
CB -86
______
CB -85
-
388.54
386.26
383.36
381.25
35
112.33
1.88
1 2,53
9.59
3. STORM DRAINAGE INSTALLATION SHALL BE IN ACCORDANCE WITH
16_-41
PES -40
_
348
339.81_
338.46
.,. 338.02
30
28.89
---
1.52
41.23
54.83
CS -85
CB -84
386,26
386.35
380.95
- 38045
i5
27.14
1.84
{ 5.00
9.49
NCDOT STANDARDS AND SPECIFICATIONS.
CB -84
C8-83
386.35
378.47
380,25
373
35
164.85
4.40
1. 5.65
'
CB -83
CB -82
-
378.47
377.63
366.38
366.2
30
-17.81
101
1 32.53
_14.67
44.66 '.
4. ALL STORM DRAINAGE INLETS SHALL BE INSTALLED WITH INLET
CB -82
JB -81
377.63
368.10
366.00
360.7
30
215,51
2.46
` 32.52 f.
69.68
PROTECTION. INLET PROTECTION SHALL NOT BE REMOVED UNTIL
JB -81.
FES -80
368,10
359.94
360.55
357.09
30
149.00
2.32
( 32.00
.70.13:
ALL UPSTREAM DRAINAGE AREA HAS BEEN STABILIZED AND
, _
REMOVAL HAS BEEN AUTHORIZED BY THE WAKE COUNTY
ENVIRONMENTAL ENGINEER.
CB-32JB-31
360.66
339,18
349.95
335.40
35
160.86
9.05
1.91
34.21
JB -31
FES -30
339.18
336.38
335,21
334.59
15
12.00
5.08
r. 1.87
25.65
STOCKPILE MAINTENANCE REQUIREMENTS
1. SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS
REQUIRED AND WILL REDUCE EROSION PROBLEMS. TARPS SHOULD
BE KEYED IN AT THE TOP OF THE SLOPE TO KEEP WATER FROM
RUNNING UNDERNEATH THE PLASTIC.
2. IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE
PROJECT IS COMPLETE (BUILDERS, ETC.), THE FINANCIAL
RESPONSIBLE PARTY MUST NOTIFY WAKE COUNTY OF A NEW
RESPONSIBLE PARTY FOR THAT STOCKPILE.
3. THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED
SEEDING AND MULCHING ON A CONTINUAL BASIS WHILE THE
STOCKPILE IS IN USE.
4. ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF
THE SLOPE (WHERE PRACTICAL).
TOTAL DENUDED AREA = 32.0 AC.
m
1w
Q o
0
In
CL
G N
V U N r V
of Zn o
w �LL .0 co
It
N C4
aw �000
QC d r
v rn.
J 0)
o y U Q c x
W
z co
M
O
..d
L
Z
O
w
m
C/)
Z
x
t -
O
a
z
O
�
c-
W
QL�
L)
<
a
w
,Z,
Z
O
0
\�
���-j
0,5
z
L)
O
z
a
C/)
O
�
W
C/)
J
-t
W
K
L
m
0::
L0
<
J
w
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH WAKE COUNTY
0
STANDARDS AND SPECIFICATIONS o
11
GRAPHIC SCALE
SHEET
100 0 50 100 200 400
CE -4
( IN FEET )
1 inch = 100 ft

50' MIN. NOTES'
BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
SEDIMENT ON SITE ENSURE CONSTRUCTION ENTRANCE IS USED.
't7.•yp:ji;o;tl�;? :;r,tt^.':.:''..'.•�`.�^::. 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
+� :. „.•e±,..T l; �.;:.;�.:,,;, IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
,`'`.•T2'-3" •STONE 70 BE USED:'-:' "i STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
EXISTING �•^(SURGE STONE OR RAilAOAD 25' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD.
^.•�,' PROPOSED STREET,
ROADWAY GALLAS -,:/• �;.':,.;;.'.:•; o;}^ :�
T):}„ „ , WHICHEVER E R. IS 3. MAINTAIN GRAVEL PAD G A CONDITION TO PREVENT MUD OR
�:l DIC•»,;': �,":;=:::':r�: 'i�');>;.:, r^a•'.+,� GREATER. SEDIMENT FROM LEAVING REMOVAL
OF SE SITE. ENTRANCE
``AR:z`i'to`f; '+>'I"i' °.i, •p{e^L WILL REWIRE PERIODIC REMOVAL OF SEDIMENT -LADEN
,;;%$S,s;,..p:ys; •�i� )I'i�'t:rot•R^td"'=?. ;. STONE AND REPLACEMENT WITH FRESH STONE.
IilA.��%I_a4'1
EXISTING ROADWAY
B" MIN.=
NEW CONSTRUCTION
�12' MIN.
-FABRIC UNDER STONE
CROSS SECTION
STANDARD CONSTRUCTION ENTRANCE
Y 101
t
TN• evlarml
310. TIKE POSE
Slat m POR
wva RNu
Nwo4Nx nota
SR MN1 T AVN?
W. re• Core sou
aaouw
D�ry1p, ��/Iq0
i4[ p04 ]M iM0
SHOULDERS, SIDE DITCHES, SUES
in
I
ft.
VER tL.iil
SFcTmN THRU
WEIR
XENMDT OUT YMm CAPACnY REACHES AN ELLYATIW REPT Axl THAT ME BASIN IS HALF -FULL
PROtECT THE WOR SHALL W THE WOTH S FORM. THE local OF THE TARP SHALL BE ACCORDWG
1Y. IF MULIPIE TMPS ARE T LEAST Ir. THE
V SHALL OVDtlAP TME DOWNSIRFAL TAFF TIE TARP NL BE W MO BE InED, NM TARPS WAU. K ia. MWAWtt 5hYEn TABPAWNS
t U.V. RESISTANCE.
OF THREE POROUS. BAMES TO EVMLY On TTIEUTE ROW AMOSS DIE BASIN, RUNWIG TNBUm10E -
AST DE SECURED AT INE BOTTOM AND 9M5 U5a0 STAPLES OR BY TRIMMOG AS FOR A SRT MM
IDIT WLL AOCInNiATE IN INE Fast BAY, SO THIS %0uUD BE READILY AVAILABLE FOR MANTENM'CE.
M1104 PHASE OF THE PROJECT, POWANENT STIXNWAMI MEER SIMIL ONLY IN ATOt FROM THE TOP OF PIPE
E COmERTED FOR SmARWATER USE UNTY. APPROVED BY MWXNMFNTAL Dir• OOL
STANDARD SKIMMER ATTACHED TO PERMANENT RISER
PLACE GRAY EL BA09 SUCH TiNAT
� NOOAP9 AREEVIDENF
PONOINOAREA FOR
BEOIMENTSEPAPATON
BACKOF OURS
PLAN VIEW
NOTES:
1. PLACE GRAVEL BAG BARRIER ON GENTLY SLOPING STREET, WHERE WATER CAN POND
AND ALLOW SEDIMENT TO SEPARATE FROM RUNNOFF.
2. USE SAND BAGS OF WOVEN GEOTEXTILE FABRIC (NOT BURLAP)AND FILL VmN J INCH
(ORSMALLER) GRAVEL. RAGS MUSTBE LAYERED SUCH THAT NO GAPS ARE EVIDENT.
3. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT, SEDIMENT
AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY.
4. WHEN INSTALLING CURB INLET PROTECTION DEVICES, NEVER BLOCK THE CURB INLET.
NOTE; GRAVEL CAG SHOULD NOT
SECTION VIEW
STANDARD GRAVEL BAG CURB INLET PROTECTION
STANDARD METAL POSTS T-0• IN GROUND
STANDARD GRAVEL YARD INLET PROTECTION
MINIMUM 10
UNE WIRES
STEEL POST
ROM WOVEN WIRE FABRIC
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA SILT FENCE FABRIC
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO :� FILL SLOPE
MANDPROTO REMOVE PDE STORAGE RESSURE ON UME FOR TTHHE SILTT RAIN n
FENCE.
17
COVER
AS DIRECTED
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
PLAN VIEW
FENCEANDFABRIC
BURIED IN CH
_--_.-STBELPOST
6'XV TRENCH, i
13ACKPILLED AND
COMPACTED i
SECTION VIEW AT OPENING
NOTES:
1. BAFFLE MATERIAL SHOULD BESECURED ATTHBBOTrOMAND SIDES
USING STAPLES ORBY TRENCHING AS FORSILTFENCE.
2. MOSTOFTHESBDIMENTWILLACCUMUTATBMnffli TDAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 Pam IN LENMID. PROVIDB
5 BAFFLES FOR DRAINAGE AREAS GREATERTNAN 10 ACRES.
4. BAFFLE SHALL DE700 G/M2 COIR EROSION BLANKET,
5. TOPSOFBAFFLES SHOULD BE 2 INCHES LOWERTHANTHSTOPOFTHEDERMs
C INSPECT BAFFLES FOR REPATRONCEA WEEK AND AT= EACH RAINFALL
CROSS SECTION
SUPPORT POST
24' INTRO BOTTOM
OR SIDE
STANDARD BAFFLES DETAIL
AN
1-11-11=II-:Ii.
Ttilnn�r=�TgWE
•�ss��
�FlLTER
SECTION 'A -A' FABRIC
STANDARD PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
03 / CLASS i RIP RAP (SEE SECTION THRU BASIN BELOW)
/RIP R/AP HEADWALL
p5 WASHED STONE. t'-0• THICK x 3'-0' HIGH MINIMUM
PERSPECTIVE VIEW
NO SCALE
SEDIMENT STORAGE
AREAS TO BE DISTURBED RIP RAP
(WT, FILL, ETC.) FLOOD STORAGE ZONE HEADWALL
i. PIPE NATURAL GROUND
r'
IN
r
\• 1.5' 'A 3 -- FLOW -���-
LS' - -- ----------
_TI m
CLASS 1 RIP -RAP
MAXIMUM SEDIMENT DEPTH �85 WASHED STONE
(CLEAN OUT POINT)
SECTION THRU CATCH BASIN. FILTER AND CULVERT PIPE
NO SCALE
STANDARD HORSESHOE INLET PROTECTION
t/08
4• Mx ---
6
t
.1.11111,1111„
310. TIKE POSE
Slat m POR
wva RNu
Nwo4Nx nota
SR MN1 T AVN?
W. re• Core sou
aaouw
• Perimeter dikes,
SHOULDERS, SIDE DITCHES, SUES
in
I
ft.
•.�•
t p1: �,
DATE
TYPE
PLANTING RAZE _S/ACRE
♦1 • • MI*
' '••J
•
SQOCEAUE EDEZA (SCARIFIED)
120 LBS/ACRE
MARCH i- APRIL 15
AM T � E
10 LBS/ACRE
MARCH 1- JUNE 30
STANDARD GRAVEL YARD INLET PROTECTION
MINIMUM 10
UNE WIRES
STEEL POST
ROM WOVEN WIRE FABRIC
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA SILT FENCE FABRIC
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO :� FILL SLOPE
MANDPROTO REMOVE PDE STORAGE RESSURE ON UME FOR TTHHE SILTT RAIN n
FENCE.
17
COVER
AS DIRECTED
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
PLAN VIEW
FENCEANDFABRIC
BURIED IN CH
_--_.-STBELPOST
6'XV TRENCH, i
13ACKPILLED AND
COMPACTED i
SECTION VIEW AT OPENING
NOTES:
1. BAFFLE MATERIAL SHOULD BESECURED ATTHBBOTrOMAND SIDES
USING STAPLES ORBY TRENCHING AS FORSILTFENCE.
2. MOSTOFTHESBDIMENTWILLACCUMUTATBMnffli TDAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 Pam IN LENMID. PROVIDB
5 BAFFLES FOR DRAINAGE AREAS GREATERTNAN 10 ACRES.
4. BAFFLE SHALL DE700 G/M2 COIR EROSION BLANKET,
5. TOPSOFBAFFLES SHOULD BE 2 INCHES LOWERTHANTHSTOPOFTHEDERMs
C INSPECT BAFFLES FOR REPATRONCEA WEEK AND AT= EACH RAINFALL
CROSS SECTION
SUPPORT POST
24' INTRO BOTTOM
OR SIDE
STANDARD BAFFLES DETAIL
AN
1-11-11=II-:Ii.
Ttilnn�r=�TgWE
•�ss��
�FlLTER
SECTION 'A -A' FABRIC
STANDARD PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
03 / CLASS i RIP RAP (SEE SECTION THRU BASIN BELOW)
/RIP R/AP HEADWALL
p5 WASHED STONE. t'-0• THICK x 3'-0' HIGH MINIMUM
PERSPECTIVE VIEW
NO SCALE
SEDIMENT STORAGE
AREAS TO BE DISTURBED RIP RAP
(WT, FILL, ETC.) FLOOD STORAGE ZONE HEADWALL
i. PIPE NATURAL GROUND
r'
IN
r
\• 1.5' 'A 3 -- FLOW -���-
LS' - -- ----------
_TI m
CLASS 1 RIP -RAP
MAXIMUM SEDIMENT DEPTH �85 WASHED STONE
(CLEAN OUT POINT)
SECTION THRU CATCH BASIN. FILTER AND CULVERT PIPE
NO SCALE
STANDARD HORSESHOE INLET PROTECTION
t/08
4• Mx ---
6
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
', aLar x+s rDKt AND MWarxAAr amx / I) ',�, e• a worn ®a a
I) FA.IER FNptlC N iMnNl
II
U
'.. SECTION VIEW
n
EFFECTNE: 01/31/08 STANDARD SILT FENCE OUTLET
mO1o�' p16avc m�°T�
n
EFFECTIVE: 01/3
ml,om..,xvam
WIX6 FPG LYYtR iINV 4UNt
STANDARD SKIMMER DETAIL
NOTES:
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP.
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL NETTING.
2' MIN.
WASTE MATERIAL -COMPACT,
VAR. SENO @ MULCH AFTER ,-
CONSTRUCTION OF DITCH
to
VAR.
CROSS SECTIONAL VIEW
NOTE: DIVERSIONS WITH A SLOPE OF <2% SHALL BE
LINED WITH STRAW NETTING. SLOPES>2%
SHALL BE LINED WITH EXCELSIOR OR EQUAL.
STANDARD TEMPORARY DIVERSION DITCH
- -TOP ELEVATION OF STORMWATER -----
#5
___-
i5 WASHED ,
EXISTING SLOPE
EXISTING SLOPES
KEYED RIP RAP
#5 WASHED STONE
FRONT VIEW
NOTE: REMOVE SEDIMENT ACCUMULATION FROM BEHIND
CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION.
FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
n
STANDARD CHECK DAM
EFFECTIVE:01131/08
Seedbed Preparation
1. Chisel compacted areas and spread topsoil 3 inches deep over adverse soil conditions, if available.
2. Rip the entire area to 6 inches depth.
3. Remove all loose rock, roots, and other obstructions leaving surface reasonably smooth and uniform.
4. Apply agricultural lime, fertilizer, and super phosphate uniformly and mix with soil (see below*).
5. Continue tillage until a well -pulverized, firm, reasonable uniform seedbed is prepared 4 to 6 inches deep,
6. Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or cultipack after
seeding.
7. Mulch immediately after seeding and anchor mulch.
8. Inspect all seeded areas and make necessary repairs or reseedings within the planting season, if
possible. if stand should be over 607 damage, reestablish following lime, fertilizer and seeding rates.
9. Consult Conservation Inspector on maintenance treatment and fertilization after permanent cover is
established.
* Apply: Agricultural limestone - 2 tons/acre (3 tons/acre in clay sails)
Fertilizer - 1,000 lbs./acre-10-10-10
Superphosphate - 500 lbs./acre - 207 analysis
Mulch- 2 tons/acre - small grain straw
Anchor - Asphalt Emulsion 0 300 gals./ acre
FRONT VIEW �-T-
u
Stabilization Time
310. TIKE POSE
Slat m POR
wva RNu
Nwo4Nx nota
SR MN1 T AVN?
W. re• Core sou
aaouw
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
', aLar x+s rDKt AND MWarxAAr amx / I) ',�, e• a worn ®a a
I) FA.IER FNptlC N iMnNl
II
U
'.. SECTION VIEW
n
EFFECTNE: 01/31/08 STANDARD SILT FENCE OUTLET
mO1o�' p16avc m�°T�
n
EFFECTIVE: 01/3
ml,om..,xvam
WIX6 FPG LYYtR iINV 4UNt
STANDARD SKIMMER DETAIL
NOTES:
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP.
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL NETTING.
2' MIN.
WASTE MATERIAL -COMPACT,
VAR. SENO @ MULCH AFTER ,-
CONSTRUCTION OF DITCH
to
VAR.
CROSS SECTIONAL VIEW
NOTE: DIVERSIONS WITH A SLOPE OF <2% SHALL BE
LINED WITH STRAW NETTING. SLOPES>2%
SHALL BE LINED WITH EXCELSIOR OR EQUAL.
STANDARD TEMPORARY DIVERSION DITCH
- -TOP ELEVATION OF STORMWATER -----
#5
___-
i5 WASHED ,
EXISTING SLOPE
EXISTING SLOPES
KEYED RIP RAP
#5 WASHED STONE
FRONT VIEW
NOTE: REMOVE SEDIMENT ACCUMULATION FROM BEHIND
CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION.
FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
n
STANDARD CHECK DAM
EFFECTIVE:01131/08
Seedbed Preparation
1. Chisel compacted areas and spread topsoil 3 inches deep over adverse soil conditions, if available.
2. Rip the entire area to 6 inches depth.
3. Remove all loose rock, roots, and other obstructions leaving surface reasonably smooth and uniform.
4. Apply agricultural lime, fertilizer, and super phosphate uniformly and mix with soil (see below*).
5. Continue tillage until a well -pulverized, firm, reasonable uniform seedbed is prepared 4 to 6 inches deep,
6. Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or cultipack after
seeding.
7. Mulch immediately after seeding and anchor mulch.
8. Inspect all seeded areas and make necessary repairs or reseedings within the planting season, if
possible. if stand should be over 607 damage, reestablish following lime, fertilizer and seeding rates.
9. Consult Conservation Inspector on maintenance treatment and fertilization after permanent cover is
established.
* Apply: Agricultural limestone - 2 tons/acre (3 tons/acre in clay sails)
Fertilizer - 1,000 lbs./acre-10-10-10
Superphosphate - 500 lbs./acre - 207 analysis
Mulch- 2 tons/acre - small grain straw
Anchor - Asphalt Emulsion 0 300 gals./ acre
CONSULT EROSION CONTROL ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION
CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES
ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEF3NNG RATE COMBINATIONS ARE POSSIBLE
•**TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT
ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES IN HEIGHT BEFORE MOWING, OTHERWISE
FESCUE MAY BE SHADED OUT.
TABLE 4.1
SHOULDERS, SIDE DITCHES, SLOPES
(MAX. 3:1)
DATE TYPE PLANTING. RATE
AUG 15- NOV 1 TALL FESCUE
NOV 1- MAR 1 TALL FESCUE AND ABRUZZI RYE 300 LBS/ACRE
MAR 1- APR 15 TALL FESCUE 300 LBS/ACRE
APR 15- JUNE 30 HULLED COMMON BERMUDAGRASS 300 LBS/ACRE
JULY 15- AUG 15 TALL FESCUE M2 •+*BROWNTOP MILLET 25 LBS/ACRE
35 LBS/ACRE
CONSULT EROSION CONTROL ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER
ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER
LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
•••7EMPtTRARV - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW
TEMPORARY COVER TO GROW OVER 12 INCHES IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY
BE SHADED OUT.
@t RIP -RAP -
VARIES
SIDE VIEW
HEIGHT dr WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
SONG GROUND
STEP SEQUENCE
August 4, 2011
Major Elements of DWQ Construction General Permit•
This document contains the major elements of the recently -revised North Carolina Division of Water Quality (DWQ) Construction
General Permit (NCGOI) with emphasis placed on those elements that differ from the previous permit (expiration on August 2,
2011). Since the summary list below cannot contain details of every change, the complete Permit should be used to assure full
implementation. See: http://portal.ncdenr.org/web/wq/ws/su/construction
t e shover
The major change in the Permit Cram he grevious one is th
1) ,; Ground Stabilization",'! times to apply ground stabilization such as mulch, wheat straw, or
grasses. The NC laws and rules relating to the Sediment Act require,
in most places, ground stabilization within 21 days. Based on the new
EPA requirements and 9 -months' work with a permit advisory group,
CTAG, the Division and EPA -developed permit, now Contains
requirements for ground cover within 14, and in some places, 7 days.
Site Area
SEEDING SCHEDULE
Stabilization Time
Description
TABLE 4.2
Frame Exceptions
• Perimeter dikes,
SHOULDERS, SIDE DITCHES, SUES
in
I
swales, ditches
SLOPES (3:1 TO 21)
None
DATE
TYPE
PLANTING RAZE _S/ACRE
• High Quality
MARCH i- JUNE 1
SQOCEAUE EDEZA (SCARIFIED)
120 LBS/ACRE
MARCH i- APRIL 15
AM T � E
10 LBS/ACRE
MARCH 1- JUNE 30
AM WEEPING LOVEGRASS
25 LDS/ACRE
less in length and are
than 3:1
Z
MARCH 1- JUNE 30
AM HULLED COMMON BERMUDAGRASS
120 LBS{ACRE
JUNE i- SEPTEMBER 1
-*TALL FESCUE MQ
ACRE
25 LES30 LBS//ACRE
7 -days for slopes
***BROWNTOP MILLET
14 days
greater than 50 feet
*•*Iii SORGHUM -SUDAN HYBRIDS
70 l8S///ACRE
SEPTEMBER 1- MARCH 1
SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED)
120 LBS/LB ACRE
25 LBS/ACRE
None
ANQ TALL FESCUE
(except for
AM ABRUZZI RYE
14 days
CONSULT EROSION CONTROL ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION
CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES
ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEF3NNG RATE COMBINATIONS ARE POSSIBLE
•**TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT
ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES IN HEIGHT BEFORE MOWING, OTHERWISE
FESCUE MAY BE SHADED OUT.
TABLE 4.1
SHOULDERS, SIDE DITCHES, SLOPES
(MAX. 3:1)
DATE TYPE PLANTING. RATE
AUG 15- NOV 1 TALL FESCUE
NOV 1- MAR 1 TALL FESCUE AND ABRUZZI RYE 300 LBS/ACRE
MAR 1- APR 15 TALL FESCUE 300 LBS/ACRE
APR 15- JUNE 30 HULLED COMMON BERMUDAGRASS 300 LBS/ACRE
JULY 15- AUG 15 TALL FESCUE M2 •+*BROWNTOP MILLET 25 LBS/ACRE
35 LBS/ACRE
CONSULT EROSION CONTROL ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER
ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER
LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
•••7EMPtTRARV - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW
TEMPORARY COVER TO GROW OVER 12 INCHES IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY
BE SHADED OUT.
@t RIP -RAP -
VARIES
SIDE VIEW
HEIGHT dr WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
SONG GROUND
STEP SEQUENCE
August 4, 2011
Major Elements of DWQ Construction General Permit•
This document contains the major elements of the recently -revised North Carolina Division of Water Quality (DWQ) Construction
General Permit (NCGOI) with emphasis placed on those elements that differ from the previous permit (expiration on August 2,
2011). Since the summary list below cannot contain details of every change, the complete Permit should be used to assure full
implementation. See: http://portal.ncdenr.org/web/wq/ws/su/construction
t e shover
The major change in the Permit Cram he grevious one is th
1) ,; Ground Stabilization",'! times to apply ground stabilization such as mulch, wheat straw, or
grasses. The NC laws and rules relating to the Sediment Act require,
in most places, ground stabilization within 21 days. Based on the new
EPA requirements and 9 -months' work with a permit advisory group,
CTAG, the Division and EPA -developed permit, now Contains
requirements for ground cover within 14, and in some places, 7 days.
Site Area
Stabilization
Stabilization Time
Description
Time Frame
Frame Exceptions
• Perimeter dikes,
O
to
in
I
swales, ditches
7 days
None
and slopes
• High Quality
water(HQW)
7days
None
Zones
!£slopes are 10' or
• Slopes steeper
7 days
less in length and are
than 3:1
Z
ee
not steeper than 2:1 ,
14 days are allowed.
7 -days for slopes
• Stopes ail or
14 days
greater than 50 feet
flatter
in length
None
• All other areas
(except for
with slopes flatter
14 days
perimeter: and
than 4:1
H W Zones
* "Extensions oftime may be approved by the permitting authority
based on weather or other site-spociflc conditions that make compliance
impracticable." (Section 113(2)(b))
2) Building Wastes Haddling
• No paint or liquid wastes in stream or storm drains
• Dedicated areas for demolition, construction and other
wastes must be located 50' from storm drains and streams
unless no reasonable alternatives available.
• Earthen -material stockpiles must be located 50' from storm
drains and streams unless no reasonable alternatives
available.
• Concrete materials must be controlled to avoid contact with
surface waters, wetlands, or buffers.
3) Discharges to Federally -listed Wotan
• Requirements are the same as in previous permit.
• The permit allows reduction from the 20 acre minimum if
the Director of DWQ determines that other BMPs provide
equivalent protection.
Major Elements of DWQ Construction General Permit- Continued
4) Tnspectiona
• Same weekly inspection requirements
• Same rain gauge & inspections after 0.5" rain event
• Inspections are only required during "normal business
hours"
• Inspection reports must be available on-site during
business hours unless a site-specific exemption is
approved.
• Records must be kept for 3 years and available upon
request.
• Electronically -available records may be substituted
under certain conditions.
5) Implementatiori-ofNewPerroit Cond(dons:
• Projects permitted under the previous permit can
continue to follow the previously -permitted conditions.
• Complete applications received prior to August 3, 2011
-can follow conditions of approved application,
• Applications received after August 2, 2011 most comply
with new permit conditions.
1
August 4, 2011
6 Conditions: in Erosion&:SedimentationControlPlans*
Designation on the plans where the 7 and 14 -day ground
stabilization requirements of the NPDES permit apply
Designation on the plans where basins that comply with the
surface-withdrawai requirements of the NPDES permit are
located.
7)- Building Wastes Handling
• No paint or liquid wastes in stream or storm drains
• Dedicated areas for demolition, construction and other
wastes located 50' from storm drains and streams unless
no reasonable alternatives are available.
• Earthen -material stockpiles located 50' from storm
drains unless no reasonable alternatives available.
• Concrete materials must be controlled to avoid contact
with surface waters, wetlands, or buffers.
;8) Sediment Basins
• Outlet structures must withdraw from basin surface
unless drainage area is less than I acre.
• Use only DWQ-approved flocculants.
* In order for the EBSC Plan to satisfy the conditions ofthe Consuaction General permit, it must identify areas when the ground stabilintion requirements apply and the
location of the basins where the surface•withdr iwal requirements apply.
Document prepmed by the Division of Water Quality
3
m
W
Q
r
Q O
O
a
n
N
V 00
4) DoZ N tO)•
n o
aiS � o = co .7 m
ILL .2 O N DO
W 4) d�O V
Q C ami CY r
> (D
UJ Z (D = ILLQ 0 R W
Z M
M
O uil
Z
J
O
U
�7 Z 2
L( W
O (Za Z
Fl/�1 O
O
Z 2
O L
F� Cn
LL
r4�-1 0 2
11V 0
Y�
O
i*_�
h� O W
J
J
(/)
J
IY
W
Q
0
Z
0
SHEET
a:
in
O
to
in
I
S
LLJ
J
U
7)
O
Z
SHEET

5' CONCRETE
SIDEWALK
79
LO
23321 SF
0.54 AC.
/\--VARIABLE WIDTH
PRIVATE DRAINAGE
EASEMENT
(_7__tq�
_ I 30' LANDSCAPE BUFFER — — — —
& SIDEWALK EASEMENT
— — — — —
---------------------------
k
5' CONCRETE
SIDEWALK
SITE PLANT SCHEDULE 30' L-A\SCAPI\G BUFFER
�HAnF TRRF� (V) TraPgi
VARIABLE WIDTH
PRIVATE DRAINAGE
EASEMENT
50'
VARIABLE WIDTH
PRIVATE DRAINAGE
EASEMENT
LOT 48
I 53
51 15 2 `\ 20' PRIVATE
DRAINAGE
I EASEMENT (TYP)
LOT 51 I I LOT 52
16499 SF I II 0.36 AC77 F \ \
0.38 AC. I I
7LU
z
O
U)
W
ry
Lfl N
LOT 5, W A
15334 E Q C'j o
0.35 AC 0 o N
oFESS/0� y
SEAL 9l
022977
30' LANDSCAPE BUFFER 27'lr�
I&SIDEWALK EASEMENT B -B \ I II az LO
o
k to
-
MIN
Q� L
0.39 AC. ROAD B 0 d a Z mF4 0
f V
C§,8) 5' CONCRETE \ \ 06 •= o ap u
_ s�� LOT 68 SIDEWALK 50 PUBLIC R/W \ °'
- — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ G)
LL ,� N �
15810 SF �` ` � W 00 0
---------------------- r \ 0.36 AC.
20' PRIVATE I 13 \\ \\ a, c
J
� \ DRAINAGE
EASEMENT (TYP) \ � N � C K •_
ROGERS ROAD - - LOT 67 U Q L E
I I LOT 63 \ \ uj = Z LL
� � � 17993 SF 0
1 \ \ ��i 0.41 AC. _p p I 16824 SF
V V 6 4. 0 39 AC Q
VARIABLE WIDTH PUBLIC R/W z
\ \ \ \ \ LOT 66 III LOT 64 O M
20714 S
\ 19623 SF
� ® F I I
0.48 AC. II I; LOT 65 0.45 AC.
04124 55 ACF 20' PRIVATE DRAINAGE /
\ \ ETE \ ��
DEWALK\ II I EASEMENT (TYP)
CONCRills
1111111
\ \ SI \
II / 111111
111111
30' LANDSCAPE BUFFER-' /
\ \ \ \ & SIDEWALK EASEMENT /
N/F II
\ REDUS RALEIGH HOUSING LLC
\\ 20' LANDSCAPE D.B. 14855, PG. 2303
\ \ \ \ \ PR SERVATION UFFERPIN# 17 VACANT 2-7673
EXISTING VEGETATION
O
� U
/ (j)
KEY
QUANTITY
COMMON NAME
BOTANICAL NAME
SIZE
AT MATURITY
SIZE AT PLANTING
SPACING
LE
15
Lacebark Elm 'Athena'
Ulmus parvifolia
40'
H
t., 40-60'
S
rd.
2 to 2-1/2' Cal.
See
Plan
RM
15
CJ
Red Maple
Acer rubrum 'Red Skin'
40'
H
t., 30-40'
S
rd.
2 to 2-1/2' Cal.
See
Plan
SMALL TREES
36 Trees
w
J
RB
18
Eastern Redbud
Cercis Canadensis
20'
H
t., 20-30'
S
rd.
5 Gallon
See
Plan
FT
18
Frin etree
Chionanthus Vir inicus
40'
H
t., 30-40'
S
rd.
5 Gallon
See
Plan
GRASS
MIX 5
SPECIES PRESENT 305
18"
OC
Sc
61
Switchgrass
Panicum Virgatum
Varies
1/2 Gallon
BB
61
Big Bluestem
Andropo on Gerardii
Varies
1/2 Gallon
18"
OC
IG
61
Indian Grass
Sorghastum Nutans
Varies
1/2 Gallon
18"
OC
LB
61
Little Bluestem
Schizach rium Sco arium
Varies
1/2 Gallon
18"
OC
PL
61
Purple Love Grass
Erogrostis Spectabilis
Varies
1/2 Gallon
18"
OC
Y SITE PLANTING LEGEND:
'RED SKIN' RED MAPLE — ACER RUBRUM
'ATHENA' LACEBARK ELM — ULMUS PARVIFOLIA
EASTERN REDBUD — CERSIS CANADENSIS
FRINGETREE — CHIONANTHUS VIRGINICUS
® GRASS MIX (5 SPECIES PRESENT):
- SWITCHGRASS
BIG BLUESTEM
- INDIAN GRASS
- PURPLE LOVE GRASS
- LITTLE BLUESTEM
\ ry)
LEGEND
DB DEED BOOK
BM BOOK OF MAPS
PG PAGE
N/F NOW OR FORMERLY
R/W RIGHT OF WAY
PROPERTY LINE
- - RIGHT-OF-WAY
0
II
v
N
0
z
w
GRAPHIC SCALE
60 0 30 60 120 240 SHEET
( IN FEET) LA- I
1 inch = 60 ft.
O
0
,n
V L
�
w
uj
�
Q
�
rn
Z
�0
Q
CJ
3
�
O
w
J
0
W
J
O
lY
0
II
v
N
0
z
w
GRAPHIC SCALE
60 0 30 60 120 240 SHEET
( IN FEET) LA- I
1 inch = 60 ft.
�
w
rn
Z
�0
d
Y
CJ
3
v
0
II
v
N
0
z
w
GRAPHIC SCALE
60 0 30 60 120 240 SHEET
( IN FEET) LA- I
1 inch = 60 ft.

EX 30' CITY OF RALEIGH
SANITARY SEWER EASEMENT n \
BM 2004, PG 2376 `\ \
'O
N/F - o
REDUS RALEIGH HOUSING LLC rrn \
D.B. 14855, PG. 2303 I -
PIN# 1759.15-64-6668 I -
VACANT I NEW 30' CITYOF RALEIGH
EXISTING 8' DIP FORCEMAIN
EX Mo+ o 8" H SANITARY SEWER EASEMENT DIP 2+05
) 8° D ,
(APPROXIMATE LOCATION) �� 2}0 /
1+00
MH 1A /
NEW 30' CITY OF RALEIGH JB -31
SANITARY SEWER EASEMENT N s
�Coro
a FES -30 \
EXISTING WATER SERVICE J
NOT FOUND DURING EXCAVATION
(APPROXIMATE LOCATION)
OUTFALL PUMP STATION
30' CITY OF RALEIGH SEWER EASEMENT
MH -7
/
/
/ 00
/ 1"S
9
15' /
/ 0' PRIVATE
/ DRAINAGE
\ EASEMENT
\
\
\ NEW 30' CITY OF RALEIGH
SANITARY SEWER EASEMENT
'L \
F \
350 350
345 345
340 340
335 335FJ
330 330
325 325
320 320
-0+50 0+00 1+00 2+00 2+50
MH -7 (4' )
STA 2+04.94 -OUTFALL PS
STA 14+35.55 -OUTFALL 1
RIM 345. 5
INV IN 336.19 (MH- )
INV IN 336.19 (MH- )
EXISTING GRADE
I
16" STEEL
CASING PIPE
I I 160.50 LF
I I 8" DIP @ 0.50%
I MH -1A (4'�)
I STA: 1 +60.50
1.0' ` RIM:336.20'
IN !
EX MH (4'$) 2.42' s INV. IN: 331.55'
STA: 0+00.00 INV. OUT: 329.40'
RIM:332.74' 45' O.C.
INV. IN: 327.89' (EXMH) •! (TYP)
NV. IN: 328.60' MH -1A 25 YEAR FLOOD
INV. OUT: 327.59' ELEVATION: 326.70
EX 8" DIP
FORCEMAIN
SEE AERIAL
E--�_�7 N
`� l►
20' LANDSCAPE
BUFFER PRESERVATION
\�\ EXISTING VEGETATION
\
N/F
\ HIGH VALUE RESOURCES LLC
\ D.B. 14668, PG. 1165
\ PIN# 1759.15-72-1565
\ \ VACANT
\
LQ 01
SFO \
1' X�CjC2 \
9C' 6, COG \
\
\
20' PRIVATE
I
DRAINAGE
I
I
EASEMENT
--
405
I
I
I
ESMT
EASEMENT
11+00
Z
i
r-- -----
------
I
I
®
EXISTING
=
d
O
Q
to
I
400
\
co
395
I I
LOT 62
DI WATER
DUCTILE IRON PIPE
395
I
15263 SF
7�
0
EX. WATER VALVE
O
I
II
0.35 AC.
U
Nr G
6�T
PROPSED G
STREET "B"
°
390
O
00
385
� V
0
N
PROPOSED WATER VALVE (WV)
I
385
Q
00 1LL C)
Q
------------------
'�
�/+
380
C'4 00
00 N
MH -42
8" PVC
J
OLLJ
W
d
I
070
1+00
1 81
I
MH -42
DETAIL
SEWER CROSSING
ON SHEET CE -25
- - - 1 - - - -
- - - - --------
-------
- MH -42 (4'0)
STA 1+g0.66 - MH -42B TO MH -42
STA 15+78.08 -ROAD B
RIM 380.59
INV IN 374.30 (MH -43)
INV IN 374.80 MH -42A
NEW
NEW 30' CITY OF RALEIGH
E--�_�7 N
`� l►
20' LANDSCAPE
BUFFER PRESERVATION
\�\ EXISTING VEGETATION
\
N/F
\ HIGH VALUE RESOURCES LLC
\ D.B. 14668, PG. 1165
\ PIN# 1759.15-72-1565
\ \ VACANT
\
LQ 01
SFO \
1' X�CjC2 \
9C' 6, COG \
\
\
I20' SANITARY
SEWER EASEMENT OUTFALL MH -42A TO MH -42
\
BM 2004 PG 2376 \\ 30' CITY OF RALEIGH SEWER EASEMENT
\ \ N/F
REDUS RALEIGH HOUSING LLC
D.B. 14855, PG. 2303
PIN# 0759.16-72-7673
VACANT
20' PRIVATE
I
DRAINAGE
I
I
EASEMENT
--
405
I
I
I
ESMT
EASEMENT
11+00
Z
i
r-- -----
------
I
I
®
EXISTING
=
d
O
Q
to
I
400
\
co
395
I I
LOT 62
DI WATER
DUCTILE IRON PIPE
395
I
15263 SF
7�
0
EX. WATER VALVE
O
I
II
0.35 AC.
U
Nr G
6�T
PROPSED G
STREET "B"
°
390
O
00
385
� V
0
N
PROPOSED WATER VALVE (WV)
I
385
Q
00 1LL C)
Q
------------------
'�
�/+
380
C'4 00
00 N
MH -42
8" PVC
J
OLLJ
W
d
I
070
1+00
1 81
I
MH -42
- - - 1 - - - -
- - - - --------
-------
- MH -42 (4'0)
STA 1+g0.66 - MH -42B TO MH -42
STA 15+78.08 -ROAD B
RIM 380.59
INV IN 374.30 (MH -43)
INV IN 374.80 MH -42A
NEW
NEW 30' CITY OF RALEIGH
tO
SANITARY SEWER EASEMENT
375
I
I II 20' PRIVATE
LOT 61
f�----�F- DRAINAGE
15863 SF
BLOWOFF ASSEMBLY (BOA)Q=
I
I
EASEMENT
i
i
0.36 AC.
J
L)
I20' SANITARY
SEWER EASEMENT OUTFALL MH -42A TO MH -42
\
BM 2004 PG 2376 \\ 30' CITY OF RALEIGH SEWER EASEMENT
\ \ N/F
REDUS RALEIGH HOUSING LLC
D.B. 14855, PG. 2303
PIN# 0759.16-72-7673
VACANT
ADE
405
405
ESMT
EASEMENT
Z
PVC
POLYVINYL CHLORIDE
O
®
EXISTING
=
400
O
Q
to
GRADE
400
\
395
N
DI WATER
DUCTILE IRON PIPE
395
N
7�
0
EX. WATER VALVE
O
390
U
Nr G
6�T
PROPSED G
STREET "B"
°
390
O
00
385
� V
0
N
PROPOSED WATER VALVE (WV)
385
Q
00 1LL C)
Q
PROPOSED WATER METER (WM)
'�
�/+
380
C'4 00
00 N
PROPOSED BACKFLOW PREVENTER
J
OLLJ
W
d
380
•
- MH -42 (4'0)
STA 1+g0.66 - MH -42B TO MH -42
STA 15+78.08 -ROAD B
RIM 380.59
INV IN 374.30 (MH -43)
INV IN 374.80 MH -42A
_
tO
•
375
.r
375
BLOWOFF ASSEMBLY (BOA)Q=
J
L)
a
.�
370 INV OUT 373.50 (MH -41) 370
-1+00 0+00 1+00 2+00
ADE
ESMT
EASEMENT
Z
PVC
POLYVINYL CHLORIDE
O
®
EXISTING
=
Q
a.
O
Q
to
GRADE
MH -42A (4'� )
STA: 0+00.00
RIM:400.95'
INV. OUT: 392.87'
\
N
DI WATER
DUCTILE IRON PIPE
G
N
7�
0
EX. WATER VALVE
O
L
�
U
Nr G
6�T
PROPSED G
STREET "B"
°
O
00
Z
� V
0
N
PROPOSED WATER VALVE (WV)
•�
Q
00 1LL C)
Q
PROPOSED WATER METER (WM)
'�
�/+
•�
C'4 00
00 N
PROPOSED BACKFLOW PREVENTER
J
OLLJ
W
d
i-. Q �1
•
- MH -42 (4'0)
STA 1+g0.66 - MH -42B TO MH -42
STA 15+78.08 -ROAD B
RIM 380.59
INV IN 374.30 (MH -43)
INV IN 374.80 MH -42A
_
tO
•
Z
O
U)
LU
IY
_ �o�ESS/04
SEAL
0 022977
LEGEND
ESMT
EASEMENT
Z
PVC
POLYVINYL CHLORIDE
O
®
EX. SANITARY SEWER MANHOLE
=
Q
a.
O
Q
to
DI @ %
DUCTILE IRON PIPE
N
DI WATER
DUCTILE IRON PIPE
G
N
EX. WATER VALVE
O
L
�
U
Nr G
PROPOSED FIRE HYDRANT (FH)
O
00
Z
� V
0
N
PROPOSED WATER VALVE (WV)
•�
Q
00 1LL C)
Q
PROPOSED WATER METER (WM)
'�
�/+
•�
C'4 00
00 N
PROPOSED BACKFLOW PREVENTER
J
OLLJ
W
d
i-. Q �1
•
PROPOSED MANHOLE (MH)
_
tO
•
PROPOSED CLEANOUT (CO)
.r
O
BLOWOFF ASSEMBLY (BOA)Q=
J
L)
a
.�
W
PROPOSED WATER LINE
W
O
Z
G1
o
LL E
PROPOSED SANITARY SEWER (SS)
DI#
PROPOSED DROP INLET (DI)
M
■
PROPOSED CATCH BASIN (CB)
M
M
-
O
PROPOSED STORM MAIN (RCP)
=
EX STORM MAIN (RCP)
GRAPHIC
SCALE
IIIIII
IIIIIII
40 0 20 40
80 160
1111IIIIII
III
( IN FEET )
1 inch = 40 ft.
UTILITY NOTES:
1. CONTRACTOR TO FIELD VERIFY LOCATION &ELEVATION OF ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
2. UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF
RALEIGH STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE
NOTED.
3. SEWER EASEMENT CROSS SLOPE SHALL BE MINIMUM 3:1.
UTILITY SEPARATION:
1. Water &Sewer Mains
A) Minimum lateral separation 10'
B) Separate ditches with 18" min. vertical distance
2. Water &storm drainage lines 18" min.
3. Sanitary sewer &storm drain lines 24" min.
4. Minimum cover over water mains shall be 3.0'
PIPE MATERIAL:
WATER MAINS -SHALL BE DUCTILE IRON WATER PIPE IN ACCORDANCE
WITH THE STANDARDS OF THE CITY OF RALEIGH UNLESS OTHERWASE
NOTED ON THE CONTRACT DRAWINGS.
SEWER MAINS -SHALL BE PVC OR DIP GRAVITY SANITARY SEWER
PIPE, ASTM D-3034 SDR 35, TYPE PSM OR EQUAL AS SPECIFIED BY
THE CITY OF RALEIGH UNLESS OTHERWISE NOTED ON THE CONTRACT
DRAWINGS.
ALL MATERIALS AND CONSTRUCTION STANDARDS
TO BE IN ACCORDANCE WITH CITY OF RALEIGH
STANDARDS AND SPECIFICATIONS.
ATTENTION CONTRACTORS:
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the PUBLIC UTILITIES DEPARTMENT at [phone] at
least twenty four hours prior to beginning any of their construction.
FAILURE to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result of
this notification failure. FAILURE to call for Inspection, Install a
Downstream Plug, have Permitted Plans on the jobsite, or any other
Violation of CITY OF RALEIGH STANDARDS will result in a Fine and
Possible Exclusion from future work in the CITY OF RALEIGH.
Public
Sewer Collection/Extension System
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 shall conform to the
standards and specifications of the City's Utilities Handbook
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
C7
2
� w }
� } J m
a =
� � U
O
II II
N
o
V) >
O
=
J
OLLJ
SHEET
CE- 15
O
=

1355
1350
1345
M,Jto]
1335-
1330
OUTFALL "A2"
10+00 11+00
365
360
355
350
345
340
335
330
LEGEND
ESMT EASEMENT
PVC POLYVINYL CHLORIDE
® EX. SANITARY SEWER MANHOLE
DI @% DUCTILE IRON PIPE
DI WATER DUCTILE IRON PIPE
WY
EX. WATER VALVE
PROPOSED FIRE HYDRANT (FH)
►t PROPOSED WATER VALVE (WV)
Q PROPOSED WATER METER(WM)
® PROPOSED BACKFLOW PREVENTER
• PROPOSED MANHOLE (MH)
• PROPOSED CLEANOUT (CO)
Q BLOWOFF ASSEMBLY (BOA)
W PROPOSED WATER LINE
PROPOSED SANITARY SEWER (SS)
D I# PROPOSED DROP INLET (DI)
■ PROPOSED CATCH BASIN (CB)
PROPOSED STORM MAIN (RCP)
EX STORM MAIN (RCP)
� I
I
III
NjH-1 A
FES -30
W
ti
I
I,\
8„
PVC ' O \ \
6
SSE
/ \ coQ6
MH -7
i
X
NX°o /MH -6
i� �O �G 1i 14
_ NEW 30' CITY OF RALEIGH \
SANITARY SEWER EASEMENT \
\
LOT 5 \\ \
22304 SF \
0.51 AC. \
MH -1 15" RCP
B-6
MH -2
5
\
LOT 6
17246 SF
0.40 AC.
Z
i
NRB NRB
LU
NRB NRB z
-MH-9 U o
0
N
\\ s
\ MH -11 co
\ R
\ c 'oxo0 PB \\` ---- SPB- SPB ------
\ \ 00
\ t s oo t9 A 20 00
} 2 =
CO W W
J J
Z
0
W
of
\\ 8" PVC e
\ w °
LO C4
MH -1p F Ld
NEW 30' CITY OF RALEIGH Q N o
SANITARY SEWER EASEMENT 0 o N
OUTFALL "A I"
STA 10+00 - 20+00
30' CITY OF RALEIGH SEWER EASEMENT
ALL MATERIALS AND CONSTRUCTION STANDARDS
TO BE IN ACCORDANCE WITH CITY OF RALEIGH
STANDARDS AND SPECIFICATIONS.
UTILITY NOTES:
1. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION OF ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
2. UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF
RALEIGH STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE
NOTED.
3. SEWER EASEMENT CROSS SLOPE SHALL BE MINIMUM 3:1.
ATTENTION CONTRACTORS:
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the PUBLIC UTILITIES DEPARTMENT at [phone] at
least twenty four hours prior to beginning any of their construction.
FAILURE to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result of
this notification failure. FAILURE to call for Inspection, Install a
Downstream Plug, have Permitted Plans on the jobsite, or any other
Violation of CITY OF RALEIGH STANDARDS will result in a Fine and
Possible Exclusion from future work in the CITY OF RALEIGH.
Public
Sewer Collection/Extension System
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 shall conform to the
standards and specifications of the City's Utilities Handbook
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
UTILITY SEPARATION:
1. Water & Sewer Mains
A) Minimum lateral separation 10'
B) Separate ditches with 18" min. vertical distance
2. Water & storm drainage lines 18" min.
3. Sanitary sewer & storm drain lines 24" min.
4. Minimum cover over water mains shall be 3.0'
Nssio74
SEAL
022977
Z LO
a CD
Gti
N
C) 00E
C14 O
� coZ
v
N ti O
• G t 00 �, V
V) C Co
CO
0 W (D •� Co � @�1
_ r T- 0) o
Q = Vi
Q"..
J > d
NU<
W 0 Z s u- •E
Q V m w
Z ch
M
i
IIIIIII
IIIIII
IIIIII I
IIIIII
IIIIIII
GRAPHIC SCALE PIPE MATERIAL:
°
I
WATER MAINS - SHALL BE DUCTILE IRON WATER PIPE IN ACCORDANCE
Z
MH -6A
40 0 20 40 80 iso WITH THE STANDARDS OF THE CITY OF RALEIGH UNLESS OTHERWASE
J
a
\✓
I N I
I I
�
�Z
o
+
360
I I
LOT 4
(aj
STA 10+00
( IN FEET) PIPE, ASTM D-3034 SDR 35, TYPE PSM OR EQUAL AS SPECIFIED BY
15385 SF
THE CITY OF RALEIGH UNLESS OTHERWISE NOTED ON THE CONTRACT
I
0.35 AC.
LOT 1
I
U I
U
21753 SF
I
I I
0.50 AC.
I
0 I
�l O
LOT 2 I
I
Z
15370 SF
335
0.35 AC.
I
I
h� W
J
>
e8" DI WATER
o I
\
I
+ I
I
LOT 3
16464 SF
\
I
I
0.38 AC.
\�
I
I
NEW 30' CITY OF RALEIGH
CB -3
SANITARY SEWER EASEMENT
I
I
CB -5
18" RCP
W
W 8" DIWATER
1
T D-
-&E T'P
27' B -B - 50' PUBLIC R/W
_
-
8" PVC
15" RCP
MH -1 15" RCP
B-6
MH -2
5
\
LOT 6
17246 SF
0.40 AC.
Z
i
NRB NRB
LU
NRB NRB z
-MH-9 U o
0
N
\\ s
\ MH -11 co
\ R
\ c 'oxo0 PB \\` ---- SPB- SPB ------
\ \ 00
\ t s oo t9 A 20 00
} 2 =
CO W W
J J
Z
0
W
of
\\ 8" PVC e
\ w °
LO C4
MH -1p F Ld
NEW 30' CITY OF RALEIGH Q N o
SANITARY SEWER EASEMENT 0 o N
OUTFALL "A I"
STA 10+00 - 20+00
30' CITY OF RALEIGH SEWER EASEMENT
ALL MATERIALS AND CONSTRUCTION STANDARDS
TO BE IN ACCORDANCE WITH CITY OF RALEIGH
STANDARDS AND SPECIFICATIONS.
UTILITY NOTES:
1. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION OF ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
2. UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF
RALEIGH STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE
NOTED.
3. SEWER EASEMENT CROSS SLOPE SHALL BE MINIMUM 3:1.
ATTENTION CONTRACTORS:
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the PUBLIC UTILITIES DEPARTMENT at [phone] at
least twenty four hours prior to beginning any of their construction.
FAILURE to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result of
this notification failure. FAILURE to call for Inspection, Install a
Downstream Plug, have Permitted Plans on the jobsite, or any other
Violation of CITY OF RALEIGH STANDARDS will result in a Fine and
Possible Exclusion from future work in the CITY OF RALEIGH.
Public
Sewer Collection/Extension System
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 shall conform to the
standards and specifications of the City's Utilities Handbook
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
UTILITY SEPARATION:
1. Water & Sewer Mains
A) Minimum lateral separation 10'
B) Separate ditches with 18" min. vertical distance
2. Water & storm drainage lines 18" min.
3. Sanitary sewer & storm drain lines 24" min.
4. Minimum cover over water mains shall be 3.0'
Nssio74
SEAL
022977
Z LO
a CD
Gti
N
C) 00E
C14 O
� coZ
v
N ti O
• G t 00 �, V
V) C Co
CO
0 W (D •� Co � @�1
_ r T- 0) o
Q = Vi
Q"..
J > d
NU<
W 0 Z s u- •E
Q V m w
Z ch
M
i
IIIIIII
IIIIII
IIIIII I
IIIIII
IIIIIII
GRAPHIC SCALE PIPE MATERIAL:
O Z
a
06
WATER MAINS - SHALL BE DUCTILE IRON WATER PIPE IN ACCORDANCE
Z
OUTFALL
40 0 20 40 80 iso WITH THE STANDARDS OF THE CITY OF RALEIGH UNLESS OTHERWASE
J
a
NOTED ON THE CONTRACT DRAWINGS.
0
�
�Z
o
+
360
W
SEWER MAINS - SHALL BE PVC OR DIP GRAVITY SANITARY SEWER
(aj
STA 10+00
( IN FEET) PIPE, ASTM D-3034 SDR 35, TYPE PSM OR EQUAL AS SPECIFIED BY
r
m
THE CITY OF RALEIGH UNLESS OTHERWISE NOTED ON THE CONTRACT
Q
1 inch = 40 ft. DRAWINGS.
�O
rV-1
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
O Z
a
06
365
OUTFALL
"A I"
a
�
�Z
o
+
360
O 0
N
STA 10+00
- 20+00
r
m
+
x U
U
O
LLOa�
U
355
0
II
�l O
wll
N
Z
U;O
335
350
h� W
J
>
e8" DI WATER
W
\
0
D'
18" RCP
\MIN
12" TYP
W
0
12"
YP
EXISTING GRADE
12" TYP
-
\
J
12" TYP U
O
+
�
Q
0
PVC@2.31%
15" RCP
MH -1 (40)
'
T MIN
STA 10+00.00 - OUTFALL Al
y�
LSIA1+55.47-RO DID
RIM 353.03
INV IN 347.30 (MH -2)
MH -6 4'0)
237.00
F 8" PVC @ 0.50%
INV OUT 346.00 (MH -6)
STA 12+88.77 OUTFALL Al
146 78 LF g
PVC
MIN
95.17 LF 8" PV
@ 0.50%
MH -10 (4'0)
MH 11 (4'0)
STA: 19+70.1
STA 1+13.80 OUTFALL A2
@ 2 0p°
93.27 LF 8"
VC @ 0.51 /°
RIM:346.00'
RIM 345.82
INV IN 339.33 (MH 1)
109.19 LF 8" P
C @ 0.50%
MH -8 (4'0)
MH 9 (4'0)
STA: 16+38.01
STA 17+33.19 OUTFALL Al
STA 10+00.00 - OUTFALL B1
OUT:
INV IN 339.33 (MH -6A)
INV OUT 339.13 (MH -7)
MH-RIM:349.40'
STA: 75
INV. IN: 337.61'
RIM 346.00
INV IN 338.28 (MH -11)
INV. 339.47'
cTn 1
TA 4+3
46.001
RIM:346.00'
inns IN 340.58 (MH -2
STA 2+04.94 - OUTFALL PS
INV. IN: 336.93'
INV. OUT: 336.73'
V. OUT: 337.411
INV OUT 338.08 (MH 9)
RIM 345.25
INV IN 336.19 (MH -8)
INV IN 336.19 (MH -6)
INV OUT 335.99 (MH -1 A)
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
345
O Z
a
06
365
a
�
�Z
o
+
360
O 0
N
W
Y
I
O
r
m
+
x U
U
O
LLOa�
U
355
0
II
�l O
wll
N
Z
U;O
335
350
h� W
J
>
W
0
D'
345
2
L0
LSI
} J
r
m
1(3;�)
x U
U
LLOa�
U
340
0
II
wll
N
Z
U;O
335
330
SHEET
CE - 16

�-
NRB
/ / ` ti� // \w \
�
�
NRE
NRB\wFM
�R
/
I �� \ FM
�� w \ y
Z
0
W
o
e
/
NRB
�J
\�
W M
2
W
Q
0
o
\
z
O
\
o
MH 11
N
I
w FM
_
>
w
v
J
i
w
~
Z
W
J
J
RS
_ _ _ - - - �- - � �
I NRg
I
\\ w
0
°
Z
W
0
o
0
_
,s oo Ae 2p pp --�_��_-
NRg
�
i
I
II
�
\\
N�B
0
o
a
0
a
21
------- - _____ 8" PVC
-____
I SQ6
I NRB
�e
�\
W
LO
C4
-
\
NRB
I �
N
o
I o SA -
_
MH -12 \ NEW 30' CITY OF RALEIGH
\
I
o
o
c-4
_ C)
- _ _ oo
SANITARY SEWER EASEMENT
BMP ACCESS &
MAINTENANCE
EASEMENT
I
e
NRB
lli1l��'„'i
``````````".,,""nNlCARo
S
SPE
SAB \
\ \SA6
I SPe
I
SPS ��
e
�--•�
� �oc�ES
_ SEAL l
\ SP \ \
\
Z FES 40
I
�PB OPEN SPACE
022977 s
`l,yG
OPEN SPACE
\
-J
DRY
D
I N�`��
�''•.,,
\ \
2 \
\
0
m I � POND 2
I
JB -41 MH -15 I
NEW 30' CITY OF RALEIGH _ - _ - - _
SANITARY SEWER EASEMENT Sp - -
RB
'','" R `\`•
�
'�q�1111II'1"1„�""po�`
\ \ oo \
I Q
L - - - - - - - -
- - - -
- - MH -17 SPB - -
- - - - - - - -
-
UTILITY NOTES:
\
\ \ °QC, \ \
Z
LU 30" RCP
- - - - - -
/ I 27 0o
28
29
MH -16 8" Dip 8„
00 DIP 3p S'jpe
\
Z
1. CONTRACTOR TO FIELD VERIFY LOCATION &ELEVATION OF ALL
\
\
\
/
00 8" PVC
pp
- - - - - - -
MH -1 OPEN SPACE
a to
a
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
\
\ MH -14
wo ,r �� - - -
- - - -
- - - - - - - - - - -
z
N
2. UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF
\
\
\
n I JU /
/
Lu
NEW 40' CITY OF RALEIGH - o _ - - \ Z
0 L 00 O
RALEIGH STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE
LEGEND
165' PRIVATE STORM \
/
4ie /
SANITARY SEWER EASEMENT U M
- - S� \
SAL
(� Z r V
NOTED.
ESMT
EASEMENT
DRAIN ESMT \
\ /
/
Q
e \
0 •r- Ct ap 0
3. SEWER EASEMENT CROSS SLOPE SHALL BE MINIMUM 3:1.
PVC
POLYVINYL CHLORIDE
EX. SANITARY SEWER MANHOLE
/
\ O o \
\
C •� oN0 N �
\ MH 13
LOT 21
\
0 W d 00 00
DI @ %
DI WATER
DUCTILE IRON PIPE
DUCTILE IRON PIPE
\ 25 00
8" PVC
/
15358 SF
0.35 AC.
\ \
\ \
i M 0),F) O
= y � T
a
UTILITY SEPARATION:
1. Water & Sewer Mains
EX. WATER VALVE
\ RETAINING WALL
I
v •_
A) Minimum lateral separation 10'
PROPOSED FIRE HYDRANT (FH)
- - - - - - - - -
O I
JB 42
\
\
= x
N O cC 'M
Z
B) Separate ditches with 18' min. vertical distance
2. Water & storm drainage lines 18" min.
►t
PROPOSED WATER VALVE (WV)
PROPOSED WATER METER WM
( )
_ _
-�
I LOT 17 LOT 18
LOT 19
LOT 20
16188 SF
MH -19
\
\
\
W C t LL
(L
V
��
3. Sanitary sewer & storm drain lines 24 min.
®
PROPOSED BACKFLOW PREVENTER LOT
15 LOT 16
I
I 15304 SF 15302 SF
15299 SF
0.35 AC.
0.37 AC.
\
W
a
4. Minimum cover over water mains shall be 3.0'
•
15684 SF 15684 SF
PROPOSED MANHOLE (MH) 0.36 AC.
PLAYGROUND
0.35 AC. 0.35 AC.
INEW
\ 6�
\
Z ch
•
0.36
PROPOSED CLEANOUT (CO)
AC.
SGP
15 DI
30' CITY OF RALEIGH
LOT 22 \ \
M
O
-43
WS NITARY SEWER EASEMENT
0
19167 SF \ o
\\
O
PIPE MATERIAL:
BLOWOFF ASSEMBLY (BOA)
15" RCP I oo
I
0.44 AC. \ n
W
WATER MAINS SHALL BE DUCTILE IRON WATER PIPE IN ACCORDANCE
PROPOSED WATERLINE
DI -44 O -U
O
(�
\ \
-
WITH THE STANDARDS OF THE CITY OF RALEIGH UNLESS OTHERWASE
PROPOSED SANITARY SEWER (SS)
RETAINING W LL
I
\
\
NOTED ON THE CONTRACT DRAWINGS. DI#
PROPOSED DROP INLET (DI)
Public
\
\\
IIIIIII
SEWER MAINS - SHALL BE PVC OR DIP GRAVITY SANITARY SEWER
PROPOSED CATCH BASIN (CB)
OUTFALL "A"
Sewer Collection/Extension System
ATTENTION CONTRACTORS.
MH -20 \\
IIIIII
-
PIPE, ASTM D-3034 SDR 35, TYPE PSM OR EQUAL AS SPECIFIED BY
THE CITY OF RALEIGH UNLESS OTHERWISE NOTED ON THE CONTRACT - - -
- - -
PROPOSED STORM MAIN (RCP)
EX STORM MAIN (RCP)
+ +
STA 2O OO - 3O OO
The City of Raleigh consents to the connection and extension of the
City's The
The Construction Contractor responsible for the extension of water,
\
IIII
DRAWINGS. - - -
- - - -
public sewer system as shown on this plan. material and
Construction methods used for this project shall conform to the
sewer, and/or reuse, as approved in these plans, T responsible for
\
I IIII
30 PUBLIC CITY OF RALEIGH
standards and specifications of the City's Utilities Handbook
contacting the PUBLIC UTILITIES DEPARTMENT it onstr coon. 40 at
least twenty four hours prior to beginning any of their construction.
\
GRAPHIC SCALE
SEWEREASEMENT
City of Raleigh
FAILURE to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require 40 0
20 40 80 160
II IIII
ALL MATERIALS AND CONSTRUCTION STANDARDS
Public Utilities Department Permit #
reinstallation of any water or sewer facilities not inspected as a result of
TO BE IN ACCORDANCE WITH CITY OF RALEIGH
Authorization to Construct
this notification failure. FAILURE to call for Inspection, Install a
Downstream Plug, have Permitted Plans on the jobsite, or any other
STANDARDS AND SPECIFICATIONS. Violation of CITY OF RALEIGH STANDARDS will result in a Fine and
IN FEET)
Date
Possible Exclusion from future work in the CITY OF RALEIGH.
1 inch = 40 ft.
Q
z_
J
2
�
/
O z
0.,
370
370
12"
TYP
a
O
0
365
365
0
/
U
-
W
Y
I
O
�:
O
w
360
-
360
-
2
U) -�
0
63.15 LF
1
8"PVC @0.51°
EXISTING
GRADE
PROPOSED
GRADE
uJ
355355
0.50 0
J
138.06 LF 8LU " DIP
12" TYP
PROPOSED GRADE
U
H
M-17 (5'0)
MH -18 (4'0)
J
O
\
OSP @
STA: 29+15.08
STA: 30+53.14
F g
RIM:369.39'
INV. IN: 353.96'
RIM:360.23'
INV. IN: 354.85'
/
5A
$�
INV. OUT: 353.76'
INV. OUT: 354.65'
350
-
350
- 3'
MIN
° o
8" PUC @ 1.14 /
MH -16 (0)
Z
o EXISTING GR
o+
DE
215 77 LF
STA: 28+29.54
U
Q
oN U
Q
�
��
I
8" PVC @ 0.71 /°
76.09 LF °
MH -15 (4'0)
RIM:355.60'
INV. O 350.00'
INV. OUT: 349.80'
L0
LLI
m J
}
o
\
18.49 LF 8" PVC @
0.60%
STA: 26+13.77
Cn
w
x
345
12" TYP24"
MH -13 (4'0)
MH -14 (4'0)
MIN
RIM:351.80'
INV. IN: 347.33'
345
U
U
MIN
STA: 24+19.18 STA 25+37.67
- OUTFALL Al
INV. OUT: 347.13 '
O
/
1 nAo/o
'PVC @
STA 10+31.03
- OUTFALL C
RIM 353.86
223' 7
LF 8'
INV. IN: 34
INV. IN: 345.53'
INV. OUT: 345.33' INV I
346.59 (MH -15)
II II
INV 114
346.44 (MH -24) 30" RCP
INV OUT
346.24 (MH -13)
225.20 LF 8" PVC
0.50%
N
o
340
2 37LF 8" PVC 0.50%
S
A: 21+95.39
340
(n>
J
MH -11 (4'0)
R
INV.
M:346.00'
IN: 341.00'
STA: 19+70.1
INV.
OUT: 340.80'
SHEET
RIM:346.00'
INV. IN: 339.6
INV. OUT: 9.
'
.47'
CE -17
20+00 21+00
22+00
23+00
24+00 25+00
26+00 27+00
28+00 29+00
30+00

NRB
U
MH -17
29
NRB
NEW 40' CITY OF RALEIGH
SANITARY SEWER EASEMENT
OPEN SPACE
H-18\
\ Z
Co
19167 SF \ o
0.44 AC. \
NEW 30' CITY OF RALEIGH \
SANITARY SEWER EASEMENT \
MH -20
/
LOT 23
17179 SF
0.39 AC.
OUTFALL "A"
STA 30+00 - 32+81.83
30' CITY OF RALEIGH
SEWER EASEMENT
Spf
ALL MATERIALS AND CONSTRUCTION STANDARDS
TO BE IN ACCORDANCE WITH CITY OF RALEIGH
STANDARDS AND SPECIFICATIONS.
UTILITY NOTES:
1. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION OF ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
2. UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF
RALEIGH STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE
NOTED.
3. SEWER EASEMENT CROSS SLOPE SHALL BE MINIMUM 3:1.
UTILITY SEPARATION:
1. Water & Sewer Mains
A) Minimum lateral separation 10'
B) Separate ditches with 18" min. vertical distance
2. Water & storm drainage lines 18" min.
3. Sanitary sewer & storm drain lines 24" min.
4. Minimum cover over water mains shall be 3.0'
PIPE MATERIAL:
WATER MAINS - SHALL BE DUCTILE IRON WATER PIPE IN ACCORDANCE
WITH THE STANDARDS OF THE CITY OF RALEIGH UNLESS OTHERWASE
NOTED ON THE CONTRACT DRAWINGS.
SEWER MAINS - SHALL BE PVC OR DIP GRAVITY SANITARY SEWER
PIPE, ASTM D-3034 SDR 35, TYPE PSM OR EQUAL AS SPECIFIED BY
THE CITY OF RALEIGH UNLESS OTHERWISE NOTED ON THE CONTRACT
DRAWINGS.
LEGEND
ESMT EASEMENT
PVC POLYVINYL CHLORIDE
® EX. SANITARY SEWER MANHOLE
DI @ % DUCTILE IRON PIPE
DI WATER DUCTILE IRON PIPE
WV
EX. WATER VALVE
PROPOSED FIRE HYDRANT (FH)
N PROPOSED WATER VALVE (WV)
Q PROPOSED WATER METER (WM)
PROPOSED BACKFLOW PREVENTER
• PROPOSED MANHOLE (MH)
• PROPOSED CLEANOUT (CO)
O BLOWOFF ASSEMBLY (BOA)
W PROPOSED WATER LINE
PROPOSED SANITARY SEWER (SS)
DI# PROPOSED DROP INLET (DI)
■ PROPOSED CATCH BASIN (CB)
PROPOSED STORM MAIN (RCP)
EX STORM MAIN (RCP)
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
375
370-
365
360
355
350
Z_
J
O
IO•�.r
U
375 365
370 360
365 355
360 350
355 345
350 340
O
0
Z
{M�
a
U
0�6
W
Z
J
=
U
00
O
o'�
Q
Z
M
00
O
O
W
C\J
M
Y
Cy')
+
o
O
O
C/�
Y�
-
-
W
J
YP
Lu
J
PROPOSED GRADE
EXISTING GRADE
12 T
" YP
0
63.15 LF
8" PVC @ 0.51 %
MIN
124.72 LF 8" PVC @
0.50%
MH -20 (4'0)
2
W
}
m
0:
ILE
C)
=
O
138.06 LF 8" DIP
to MH -17 (5'0)
STA: 29+15.08
RI M:369.39'
INV. IN: 353.96'
INV. OUT: 353.76'
0.50 o
MH -18 (4'0)
STA: 30+53.14
RI M:360.23'
INV. IN: 354.85'
INV. OUT: 354.65'
MH -19 (4'0)
STA: 31+16.29
RI I N: 355.38'
INV.. I N: 35
INV. OUT: 355.18'
STA: 32+41.01
RI M:361.04'
INV. OUT: 356.00'
wll wll
N
o
U > O
J
-LL
30+00
31+00 32+00
33+00
iso
NEW 30' CITY OF RALEIGH
SANITARY SEWER EASEMENT
/ MH -15
I LOT 17
\ 15304 SF
~ \ 0.35 AC.
JB -41 \ \ SAL \ \
C, \
0-
\
U icyb,, 11too
Ir
m \ 1 8" PVC
RETAINING WALL
aMH -14 I E
I I
DRY I I
POND 2
a �`. MAIL KIOSK
BMP ACCESS & i < i �O
MAINTENANCE I c� I �
EASEMENT
I I
MH - 3
I I
LAYGROUND�
OUTFALL "C"
30' CITY OF RALEIGH
SEWER EASEMENT
ATTENTION CONTRACTORS:
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the PUBLIC UTILITIES DEPARTMENT at [phone] at
least twenty four hours prior to beginning any of their construction.
FAILURE to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result of
this notification failure. FAILURE to call for Inspection, Install a
Downstream Plug, have Permitted Plans on the jobsite, or any other
Violation of CITY OF RALEIGH STANDARDS will result in a Fine and
Possible Exclusion from future work in the CITY OF RALEIGH.
PROPOSED GRADE
�,I
J
� m
W n -
W
O
H �
CO
m
m
F-
N N
Public
Sewer Collection/Extension System
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 shall conform to the
standards and specifications of the City's Utilities Handbook
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
6" DI WATER
1124"
15" RCP MIN
24"
MIN
12" TYP @
15" RCP F $ P MH -2 (4'0)
11 �- STA 3+10.89 -ROAD D
A\ STA 1+88.19 - OUTFALL C
RIM 63.37
INV IN 355.20 (MH -27)
24" INV C UT 355.00 (MH -14)
MIN
EXISTING GRADE
MH -14 (4'0) -
/ STA 25+3.67 - OUTFALL Al -
STA 10+311.03 -OUTFALL C
RIM 353.86
INV IN 346.59 (MH -15) -
INV IN 346.44 (MH -24)
INV OUT 346.24 (MH -13)
9+00 10+00 11+00 12+00
I--,
365
360
355
350
345
340
Z
O
W
of
ocESS/04
SEAL
022977
Z LO
0
Gti
N
C14 O
oZ v
N ti O
•a Gt 00
C c W ONp co
0 W (D •� ^ CIO @
_ r 0) o
Q = Vi
Q �- ..
W CZ 0=u- E
QV �a w
Z ch
M
O
i
1111111
111111
111111 I
111111
1111111
SHEET
CE -18
Z_
J
O
IO•�.r
U
a
O
0
Z
{M�
a
U
0�6
w
Z
M
00
O
O
W
C\J
M
Y
Cy')
+
o
O
O
C/�
Y�
W
J
Lu
J
0
L0
}
2
W
}
m
0:
ILE
C)
=
O
U
O
wll wll
N
o
U > O
J
-LL
SHEET
CE -18

MH -9
\ O
MH -11
<<
\\q\,NRB
_ _-.--------- ___
\ SPB - - - SPB
\ \ PB OUTFALL "Al
- -
\ NRB
\ \ 8" PVC B
\ 10+00 -
\--------- N
1 _-------------- --__ g„PVC ---
MH-110 F
1 - NEW 30' CITY OF RALEIGH
m I SANITARY SEWER EASEMENT
1 = I so
I o I SPR e '
LOT 7
17502 SF
0.40 AC.
LOT 8
15819 SF
0.36 AC.
UTILITY SEPARATION:
1. Water & Sewer Mains
A) Minimum lateral separation 10'
B) Separate ditches with 18" min. vertical distance
2. Water & storm drainage lines 18" min.
3. Sanitary sewer & storm drain lines 24" min.
4. Minimum cover over water mains shall be 3.0'
I
I
I
MH�2
coF�-1 OPEN SPACE
OI
I
0 1
+
1
I
NEW 30' CITY OF RALEIGH
SANITARY SEWER EASEMENT
OUTFALL "B I"
30' CITY OF RALEIGH
SEWER EASEMENT
MH -23 1
14+00 1481
--4----------
LOT 12 I LOT 13
15684 SF 15684 SF
0.36 AC. 0.36 AC.
-J
LOT 14
15684 SF
0.36 AC.
EN
i
ALL MATERIALS AND CONSTRUCTION STANDARDS
TO BE IN ACCORDANCE WITH CITY OF RALEIGH
TANDARDS AND SPECIFICATIONS.
OUTFALL T1"
LEGEND
MH -22
O
GRAPHIC SCALE
12 00
13 00
STA: 14+81.28
Q
U
8" PVC
0
-------
WATER MAINS - SHALL BE DUCTILE IRON WATER PIPE IN ACCORDANCE
I -n
I
I0
ID
DDUU CTILE IRON PIPE
I -i
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
co_
>
MH -22 (5'0)
0
PROPOSED MANHOLE (MH)
NOTED ON THE CONTRACT DRAWINGS.
100
I�
MIN
INV IN 356.41 (MH -23)
N
+
I O
C0
I
I�
O
a
0
I LOT 10
LOT 11
rn
I 15684 SF
15684 SF
( IN FEET )
I 0.36 AC.
0.36 AC.
PIPE, ASTM D-3034 SDR 35, TYPE PSM OR EQUAL AS SPECIFIED BY
- J
-
OUTFALL "B I"
30' CITY OF RALEIGH
SEWER EASEMENT
MH -23 1
14+00 1481
--4----------
LOT 12 I LOT 13
15684 SF 15684 SF
0.36 AC. 0.36 AC.
-J
LOT 14
15684 SF
0.36 AC.
EN
i
ALL MATERIALS AND CONSTRUCTION STANDARDS
TO BE IN ACCORDANCE WITH CITY OF RALEIGH
TANDARDS AND SPECIFICATIONS.
MH -9 /
17502 SF
/ 0.40 AC.
/
/ OUTFALL "132"
30' CITY OF RALEIGH
SEWER EASEMENT
EXISTING GRADE
LEGEND
PIPE MATERIAL:
O
GRAPHIC SCALE
10
IC
EASEMENT
POLYVINYL CHLORIDE
STA: 14+81.28
Q
U
MH -21
®
I i
WATER MAINS - SHALL BE DUCTILE IRON WATER PIPE IN ACCORDANCE
I -n
40 0 20 40 80 160
ID
DDUU CTILE IRON PIPE
iD
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
I�
Z
MH -22 (5'0)
3'
PROPOSED MANHOLE (MH)
NOTED ON THE CONTRACT DRAWINGS.
100
RIM 367.50
MIN
INV IN 356.41 (MH -23)
N
+
I O
C0
I
W
O
a
U
SEWER MAINS - SHALL BE PVC OR DIP GRAVITY SANITARY SEWER
RALEIGH STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE
( IN FEET )
PIPE, ASTM D-3034 SDR 35, TYPE PSM OR EQUAL AS SPECIFIED BY
NOTED.
-
�D
THE CITY OF RALEIGH UNLESS OTHERWISE NOTED ON THE CONTRACT
_
1 inch = 40 ft.
�F
Z
DRAWINGS.
3. SEWER EASEMENT CROSS SLOPE SHALL BE MINIMUM 3:1.
0-
I
I
O
1
L-------
-----I
�G
�aP
OUTFALL T1"
MH -22
J
3�0 �
11+00 0
/
8" DIP
W
J
J_
I
/ m
1 00
MH -10
07
W
�- -- - - -- - -
J
O
'�/
30' CITY OF RALEIGH
``/NEW
SEWER EASEMENT
/SANITARY
O/Cb/
$ZTM:06®�®0 -OUTFALL B2
fI�MAR7•W A V
MH -9 /
17502 SF
/ 0.40 AC.
/
/ OUTFALL "132"
30' CITY OF RALEIGH
SEWER EASEMENT
375
370
365
360
355
350
345
34(
338
10+00
EXISTING GRADE
LEGEND
PIPE MATERIAL:
UTILITY NOTES:
GRAPHIC SCALE
PSMT
VC
EASEMENT
POLYVINYL CHLORIDE
STA: 14+81.28
Q
U
MH -21
®
SANITARY SEWER MANHOLE
WATER MAINS - SHALL BE DUCTILE IRON WATER PIPE IN ACCORDANCE
1. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION OF ALL
40 0 20 40 80 160
DI
DDUU CTILE IRON PIPE
WITH THE STANDARDS OF THE CITY OF RALEIGH UNLESS OTHERWASE
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
0
u II
Z
MH -22 (5'0)
3'
PROPOSED MANHOLE (MH)
NOTED ON THE CONTRACT DRAWINGS.
O
RIM 367.50
MIN
INV IN 356.41 (MH -23)
PROPOSED SANITARY SEWER �ss>
�
a
2. UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF
O
a
-
SEWER MAINS - SHALL BE PVC OR DIP GRAVITY SANITARY SEWER
RALEIGH STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE
( IN FEET )
PIPE, ASTM D-3034 SDR 35, TYPE PSM OR EQUAL AS SPECIFIED BY
NOTED.
-
�D
THE CITY OF RALEIGH UNLESS OTHERWISE NOTED ON THE CONTRACT
_
1 inch = 40 ft.
�F
a
DRAWINGS.
3. SEWER EASEMENT CROSS SLOPE SHALL BE MINIMUM 3:1.
375
370
365
360
355
350
345
34(
338
10+00
11+00
12+00
13+00
14+00
375
370
365
360
355
I
1 NEW 30' CITY OF RALEIGH
r SANITARY SEWER EASEMENT
LOT 10
15684 SF
I 0.36 AC.
I
OUTFALL TZ'
8" DIP 6 I
MH -21 1
- _ - - J
NEW 30' CITY OF RALEIGH
SANITARY SEWER EASEMENT
LOT 8 I LOT 9
15819 SF 16528SI
0.36 AC. 0.38 AC.
ATTENTION CONTRACTORS:
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the PUBLIC UTILITIES DEPARTMENT at [phone] at
least twenty four hours prior to beginning any of their construction.
FAILURE to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result of
this notification failure. FAILURE to call for Inspection, Install a
Downstream Plug, have Permitted Plans on the jobsite, or any other
Violation of CITY OF RALEIGH STANDARDS will result in a Fine and
Possible Exclusion from future work in the CITY OF RALEIGH.
:m
375
370
36
350
36
345
35
340 L
338
15+00
350
0+00
Public
Sewer Collection/Extension System
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 shall conform to the
standards and specifications of the City's Utilities Handbook
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
EXISTING GRADE
MH -23 (4'0)
J
O
Of
STA: 14+81.28
Q
U
MH -21
(5'0)
STA:
RIM:378.67'
° RIM:3
9.21'
INV.
UT: 365.04'
INV. OU 73.00'
_
U
0
u II
Z
MH -22 (5'0)
3'
STA 11+33.28 - OUTFALL B1
O
RIM 367.50
MIN
INV IN 356.41 (MH -23)
INV IN 356.41 (MH -21)
�
a
INV OUT 353.91 (MH -10)
O
a
EXISTING GRADE
Z
O
�D
_
�F
a
O
�G
�aP
3�0 �
h�
W
J
J_
I
07
W
J
O
%TA -1 i t433S§& OUTFALL B1
$ZTM:06®�®0 -OUTFALL B2
fI�MAR7•W A V
IWII' *%6..%JMH-23)
MH -10 (4'0)
INV OUT 353.91 (MH -10)
STA 10+00.00 - OUTFALL B1
STA 17+33/19 - OUTFALL Al
RIM 346.
INV IN 3 8.28 (MH -11)
INV IN 40.58 (MH -22)
INV UT 338.08 (MH -9)
3'
MIN
11+00
12+00
13+00
14+00
375
370
365
360
355
I
1 NEW 30' CITY OF RALEIGH
r SANITARY SEWER EASEMENT
LOT 10
15684 SF
I 0.36 AC.
I
OUTFALL TZ'
8" DIP 6 I
MH -21 1
- _ - - J
NEW 30' CITY OF RALEIGH
SANITARY SEWER EASEMENT
LOT 8 I LOT 9
15819 SF 16528SI
0.36 AC. 0.38 AC.
ATTENTION CONTRACTORS:
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the PUBLIC UTILITIES DEPARTMENT at [phone] at
least twenty four hours prior to beginning any of their construction.
FAILURE to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result of
this notification failure. FAILURE to call for Inspection, Install a
Downstream Plug, have Permitted Plans on the jobsite, or any other
Violation of CITY OF RALEIGH STANDARDS will result in a Fine and
Possible Exclusion from future work in the CITY OF RALEIGH.
:m
375
370
36
350
36
345
35
340 L
338
15+00
350
0+00
Public
Sewer Collection/Extension System
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 shall conform to the
standards and specifications of the City's Utilities Handbook
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
1+00
385
O
375
370
365
360
355
350
1+50
} 2 2
Co W W
J J
Z
O
>
W
of
o ESS/Ol
SEAL
022977
I N� d
EXISTING GRADE
J
O
Of
Q
U
MH -21
(5'0)
STA:
+86.28
° RIM:3
9.21'
INV.
UT: 365.04'
LL
�
_
U
0
u II
Z
MH -22 (5'0)
STA 0+00.00 - OUTFALL B2
STA 11+33.28 - OUTFALL B1
O
RIM 367.50
INV IN 356.41 (MH -23)
INV IN 356.41 (MH -21)
�
a
INV OUT 353.91 (MH -10)
O
a
1+00
385
O
375
370
365
360
355
350
1+50
} 2 2
Co W W
J J
Z
O
>
W
of
o ESS/Ol
SEAL
022977
I N� d
SHEET
CE - l9
Q
Z_
J
O
Of
Q
U
u7
W
} J
}
m
CO
O
x 0
U
0
O
LL
�
_
U
0
u II
Z
N
o
O
U >
�
�
a
O
a
Z
O
�D
_
O
h�
W
J
J_
07
W
J
O
SHEET
CE - l9
2
u7
W
} J
}
m
CO
x 0
U
a
O
LL
�
_
U
0
u II
N
o
O
U >
_J
SHEET
CE - l9

FES -1
INVERT OUT 327.0'
4'X8'X6"
' 24" PIPE � RIP RAP PAD
III IIIIIII _
=III III .,II•II� IIIIII=III
SEED BOTTOM WITH A WET MEADOW MIX J
SEDIMENT DEPTH INDICATOR
10YR STORM - 328.78 p (REMOVE SEDIMENT TO
1YR STORM - 328.24 p BOTTOM OF POND ELEV)
4'X4' CONCRETE
BOX RISER.
MIN. 6" THICK
ELEV: 327.3' -----.BOTTOM OF POND 327.0'
I I I I I CI I I III III III III III I I I I � I I I I—I 11= �-R,--T,T
AREA AT BASE OF RISER TO REMAIN WET —III
FES -40
INVERT OUT 338.02'
4'X8'X6`
' 24` PIPE RIP RAP PAD
�II��Illllllillll=_' • _ _
III -1 I I I I I I I I III I I I- I
SEED BOTTOM WITH A WET MEADOW MIX J
=11 III III II11„III, ”"®�
I I—III—III—I � I
=1IlIi =ILII
I—III—I
7'X7'X2' CONCRETE ANTI -FLOATATION PAD
ANCHORED WITH "L" SHAPE #4 ANCHORS
CONNECTED TO RISER
DRY POND #1 CROSS SECTION
NOT TO SCALE
SEDIMENT DEPTH INDICATOR
10YR STORM - 341.74 p (REMOVE SEDIMENT TO
1YR STORM - 340.61 p BOTTOM OF POND ELEV)
4'X4' CONCRETE
BOX RISER.
MIN. 6" THICK
ELEV: 338.72' --_____BOTTOM OF POND 338.0'
I I=III-I I I—I I I I I I, I I I, I I I Il l l l l l l l l I l—I I
AREA AT BASE OF RISER TO REMAIN WET —
FES -80
INVERT OUT 357.09'
4'X8'X6"
24` PIPE RIP RAP PAD
IIIIIIIIIIIIIIIIIIII I I
I III VIII- III
SEED BOTTOM WITH A WET MEADOW MIX J
FES INV=325.45
OUTLET TO 81' CONCRETE
LEVEL SPREADER AND
ENGINEERED BERMUDA
SODDED FILTER STRIP
ANTISEEP COLLARS
30' O.C.
SEED DAM AND SLOPES WITH TURF GRASS SUCH AS FESCUE
Q
z_
TOP OF DAM O 343.00'
TOP OF DAM O 331.00'
TRASH RACK
TOP OF RISER
10' MIN 10' EMERGENCY SPILLWAY O 342.00'
TOP OF
RISER 10' MIN
10' EMERGENCY SPILLWAY O 329.5'
328.50'
7
F�
RIP RAP LINED WITH GEOTEXTILE FABRIC ON FILL SLOPE
Q
ANY DISTURBED
EMBANKMENT TO BE COMPACTED TO 98%
BE SEEDED AND
-11111
STD. PROCTOR DENSITY.
6"
IIIIII,
ANY DISTURBED
Y
(fl
BE SEEDED AND
STABIL
COVER
DIMENSION
ZETO D
VII
-
12" ORIFICE
HOPE STRUCTURAL
PLASTIC BY
INVERT 327.00'
-III
-W
—INVERT OUT 326.0'
PLASTIC SOLUTIONS, INC
=11 III III II11„III, ”"®�
I I—III—III—I � I
=1IlIi =ILII
I—III—I
7'X7'X2' CONCRETE ANTI -FLOATATION PAD
ANCHORED WITH "L" SHAPE #4 ANCHORS
CONNECTED TO RISER
DRY POND #1 CROSS SECTION
NOT TO SCALE
SEDIMENT DEPTH INDICATOR
10YR STORM - 341.74 p (REMOVE SEDIMENT TO
1YR STORM - 340.61 p BOTTOM OF POND ELEV)
4'X4' CONCRETE
BOX RISER.
MIN. 6" THICK
ELEV: 338.72' --_____BOTTOM OF POND 338.0'
I I=III-I I I—I I I I I I, I I I, I I I Il l l l l l l l l I l—I I
AREA AT BASE OF RISER TO REMAIN WET —
FES -80
INVERT OUT 357.09'
4'X8'X6"
24` PIPE RIP RAP PAD
IIIIIIIIIIIIIIIIIIII I I
I III VIII- III
SEED BOTTOM WITH A WET MEADOW MIX J
FES INV=325.45
OUTLET TO 81' CONCRETE
LEVEL SPREADER AND
ENGINEERED BERMUDA
SODDED FILTER STRIP
ANTISEEP COLLARS
30' O.C.
INVERT OUT 338.0'
II III III III
-III III—III=1
7'X7'X2' CONCRETE ANTI -FLOATATION PAD
ANCHORED WITH 'L' SHAPE #4 ANCHORS
CONNECTED TO RISER
DRY POND #2 CROSS SECTION
NOT TO SCALE
SEDIMENT DEPTH INDICATOR
10YR STORM - 360.13 p (REMOVE SEDIMENT TO
1YR STORM - 359.16 p BOTTOM OF POND ELEV)
4'X4' CONCRETE
BOX RISER.
MIN. 6" THICK
ELEV: 357.6' BOTTOM OF POND 357.0'
—IIIIII, 1 1 1 III -III—Ill 1 11— _ _
AREA AT BASE OF RISER TO REMAIN WET III—III—I
-III=1 11=
I I=1 I I -
FES INV=337.5
OUTLET TO 96' CONCRETE
LEVE_ SPREADER AND
ENGINEERED BERMUDA
SODDED FILTER STRIP
ANTISEEP COLLARS
30' O.C.
SEED DAM AND SLOPES WITH TURF GRASS SUCH AS FESCUE
TRASH RACK TOP OF DAM O 361.5'
TOP OF RISER 10' MIN 10' EMERGENCY SPILLWAY O 360.25'
360.00' — RIP RAP LINED WITH GEOTEXTILE FABRIC ON FILL SLOPE
EMBANKMENT TO BE COMPACTED TO 98%
STD. PROCTOR DENSITY.
ILII -I I' II
ANY DISTURBED
SLOPES TO BE SEEDED AND
.> STABILIZED
12' ORIFICE
INVERT OUT 356.0'
I
125 15 RCP I FES INV -354.75
1
I cuL
01. OUTLET TO 85' CONCRETE
LEVEL SPREADER AND
ENGINEERED BERMUDA
SODDED FILTER STRIP
7'X7'X2' CONCRETE ANTI -FLOATATION PAD
CANCHORED
ONNECTEDWIO RISER RAPE #4 ANCHORS
ANTISEEP COLLARS
30' O.C.
DRY POND #3 CROSS SECTION
NOT TO SCALE
SEED DAM AND SLOPES WITH TURF GRASS SUCH AS FESCUE
Q
z_
TOP OF DAM O 343.00'
TRASH RACK
Lr)
TOP OF RISER
10' MIN 10' EMERGENCY SPILLWAY O 342.00'
341.60'
= RIP RAP LINED WITH GEOTEXTILE FABRIC ON FILL SLOPE
Q
U
EMBANKMENT TO BE COMPACTED TO 98%
7
F�
STD. PROCTOR DENSITY.
Q
ANY DISTURBED
O
BE SEEDED AND
6"
STABILIZED
INVERT OUT 338.0'
II III III III
-III III—III=1
7'X7'X2' CONCRETE ANTI -FLOATATION PAD
ANCHORED WITH 'L' SHAPE #4 ANCHORS
CONNECTED TO RISER
DRY POND #2 CROSS SECTION
NOT TO SCALE
SEDIMENT DEPTH INDICATOR
10YR STORM - 360.13 p (REMOVE SEDIMENT TO
1YR STORM - 359.16 p BOTTOM OF POND ELEV)
4'X4' CONCRETE
BOX RISER.
MIN. 6" THICK
ELEV: 357.6' BOTTOM OF POND 357.0'
—IIIIII, 1 1 1 III -III—Ill 1 11— _ _
AREA AT BASE OF RISER TO REMAIN WET III—III—I
-III=1 11=
I I=1 I I -
FES INV=337.5
OUTLET TO 96' CONCRETE
LEVE_ SPREADER AND
ENGINEERED BERMUDA
SODDED FILTER STRIP
ANTISEEP COLLARS
30' O.C.
SEED DAM AND SLOPES WITH TURF GRASS SUCH AS FESCUE
TRASH RACK TOP OF DAM O 361.5'
TOP OF RISER 10' MIN 10' EMERGENCY SPILLWAY O 360.25'
360.00' — RIP RAP LINED WITH GEOTEXTILE FABRIC ON FILL SLOPE
EMBANKMENT TO BE COMPACTED TO 98%
STD. PROCTOR DENSITY.
ILII -I I' II
ANY DISTURBED
SLOPES TO BE SEEDED AND
.> STABILIZED
12' ORIFICE
INVERT OUT 356.0'
I
125 15 RCP I FES INV -354.75
1
I cuL
01. OUTLET TO 85' CONCRETE
LEVEL SPREADER AND
ENGINEERED BERMUDA
SODDED FILTER STRIP
7'X7'X2' CONCRETE ANTI -FLOATATION PAD
CANCHORED
ONNECTEDWIO RISER RAPE #4 ANCHORS
ANTISEEP COLLARS
30' O.C.
DRY POND #3 CROSS SECTION
NOT TO SCALE
GENERAL NOTES:
CATCH BASINS IN VALLEY CURB SECTION SHALL USE JORDAN IRON WORKS GRATE
V4520 ASSEMBLY OR APPROVED EQUAL IN VALLEY CURB
NCDOT CLASS "B" CONCRETE TO BE USED THROUGHOUT.
ALL CATCH BASINS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS 1'-2" ON
CENTER. STEPS SHALL BE IN ACCORDANCE WITH NCDOT STD. NO. 840.66.
OPTIONAL CONSTRUCTION — MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE DESIGNER.
FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OR BOX, ADD TO BASE AS
SHOWN ON NCDOT STD. NO. 840.00.
StormRaxTM
Q
z_
Lr)
F4 Q
B
PEAK ROOF STRUCTURE
Q
U
7
F�
m
Q
(STANDARD SIZES)
O
Q
0
6"
6"
DIMENSIONS
PROVIDE ALL DIMENSIONS IN INCHES
Y
(fl
a
COVER
DIMENSION
BARS
-U
HOPE STRUCTURAL
PLASTIC BY
a
BARS
-W
O
PLASTIC SOLUTIONS, INC
.
HEIGHT
D
A
B
C G
MIN
f
H2
r
E F
NO.
LENGTH
NO.
fr'
NO.
LENGTH
LBS.
G
3'-0"
2'-2"
�
2'-3"
y7L
-
0
- -
O
-
00
^
-
I
I
I
-
r
-
-
15"
1
2'-2"
- -
HOST STRUCTURE INFORMATION
-
®����
• !
-
PART NUMBER
-
-
A
I
-
J
LENGTH
-
181,
..
•
2'-10"
4MIl7TH
-
K
- -
L
I.
WALL THICKNESS iREO'OI
-
LL
-
-
1+1 I
-
AVAILABLE OPTIONS
24"
w
• I �-
- -' - '� - -' - +
1: CHANNEL STEEL CROSS BRACING
- -
-
•
-
REMOVABLE ACCESS HATCH
-
PLAN VIEW
-
-
HOPE ANTi•VORTEK PLATE
3'-4" -
3'-4"
SIDE E VIEW
VAR.
N01E5- i 6A0LE END SHOULD OF 5E101frEA ENOINII M€A5URING.
4'-0"
4
l'-5"
IIIIII
IIIIII
2
7. MEASUREMENT CHANGES WILL CCCUg WHEN ACME DOOR IS
IIIIIII
I IIIIII
IIIIIII
3
3'-9"
39
36" 3'-10" - 3'-8"
NEEDED A ND LADDER R4 ALEM ENT IS DEtFAMJfI
43
42" - 4'-5" 4'-4"
1 '-3" 3'-2" 4 1 '-8" 2 2'-1 1 " 3 2'-1 1 "
32
DIHENSfUN 0DOES {A, B, CI
2'-0" 3'-2" 4 2'-3" 3 2'-1 1 " 3 2'-1 1 "
35
54" 3'-0" 2'-2" - 5'-7" 5'-4"
2'-7" 3'-2" 4 2'-10" 5 2'-1 1 " 3 2'-1 1 "
WIDTHA r"1:,•$
R. IJ:'IG i5 IP 11-
da 11%],,: L•i, ')!Lr,
81 9t1/.•
31' `}!IG 141:: lod 3l.IL
CODE 03
04 05
0E 07 OR
09
40 YS a I
LENGTH 8 3: i�b
38 V4 135,4
91 54 I,H 5:13,J
65 L!y
71) ]fl lE Li= III "a
ODDE 06
47 as
09 10 11
12
13 14 IS
HEIGHT[ II 5/W
Ib'!d
CODE 07
03
Pim R-1 '•
7 Gnas
3 Glitls
Math A
LervgH� 8
h.pt C
H
H n
Plastic Solutions. Inc.
CUSTOMER
DATE'
PO E, ­,A 4386, WiDcllrscer. VA 226G4
DRAWN 131'
Z78 McGlTrc R4. Wlrwhever. VA 22603
PROJECT:
APM BY
:8771 677• S727 phx
i5'1D1 722-Z2 t9 fOUE
DETAIL
hsrP;llWwW.Pliasicsalusiorr.cnrra
GENERAL NOTES:
CATCH BASINS IN VALLEY CURB SECTION SHALL USE JORDAN IRON WORKS GRATE
V4520 ASSEMBLY OR APPROVED EQUAL IN VALLEY CURB
NCDOT CLASS "B" CONCRETE TO BE USED THROUGHOUT.
ALL CATCH BASINS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS 1'-2" ON
CENTER. STEPS SHALL BE IN ACCORDANCE WITH NCDOT STD. NO. 840.66.
OPTIONAL CONSTRUCTION — MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE DESIGNER.
FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OR BOX, ADD TO BASE AS
SHOWN ON NCDOT STD. NO. 840.00.
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER 8'-0" TO
16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. QUANTITIES TO BE ADJUSTED
ACCORDINGLY.
BRICK OR BLOCK CONSTRUCTION MAY BE USED IN LIEU OF PRECAST CONCRETE IN
ACCORDANCE WITH NCDOT STD NO. 840.01.
EXPANSION JOINT
43" NORMAL GUTTER LINE—
DEPRESSED GUTTER LINE
B `O
a o ALIGN FRAME WITH INSIDE '
o o EDGE OF WALL TO ALLOW
A o o A FOR VERTICAL ADJUSTMENT
o o WALL SECTION L 3'-0 I-- 3'-0"
SECTION—BB ELEVATION
B
PLAN FRAME, GRATE & HOOD SHALL
FRAME, GRATE & HOOD ASSEMBLY MEET THE REQUIREMENTS OF
NCDOT STD. NO. 840.03,
GRATE TYPE 'E'.
SECTION -AA STD. STEPS
L` W
e
Q
z_
Lr)
F4 Q
B
B
Q
U
7
F�
m
Q
O
Q
0
6"
6"
DIMENSIONS
OF BOX AND PIPE
Y
(fl
a
COVER
DIMENSION
BARS
-U
BARS
-V
a
BARS
-W
O
TOTAL
PIPE SPAN WIDTH WIDTH SPAN HEIGHT
HEIGHT
D
A
B
C G
MIN
H1
H2
r
E F
NO.
LENGTH
NO.
LENGTH
NO.
LENGTH
LBS.
12"
3'-0"
2'-2"
- -
2'-3"
y7L
-
0
- -
O
-
00
^
-
-
-
-
r
-
-
15"
3'-0"
2'-2"
- -
2'-6"
-
4-
- -
-
-
-
O
-
-
J
-
-
181,
..
- -
2'-10"
Q
-
K
- -
LU
-
-
-
LL
-
-
V
-
-
24"
w
- -
3'-2"
-
- -
-
-
-
-
-
-
-
30"
3'-4" -
3'-4"
VAR.
l'-2"
4'-0"
4
l'-5"
IIIIII
IIIIII
2
3'-9"
IIIIIII
I IIIIII
IIIIIII
3
3'-9"
39
36" 3'-10" - 3'-8"
1 '-8" 4'-0" 4 1 '-1 1 " 3 3'-9" 3 3'-9"
43
42" - 4'-5" 4'-4"
1 '-3" 3'-2" 4 1 '-8" 2 2'-1 1 " 3 2'-1 1 "
32
48" - 5'-0" 4'-10"
2'-0" 3'-2" 4 2'-3" 3 2'-1 1 " 3 2'-1 1 "
35
54" 3'-0" 2'-2" - 5'-7" 5'-4"
2'-7" 3'-2" 4 2'-10" 5 2'-1 1 " 3 2'-1 1 "
41
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER 8'-0" TO
16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. QUANTITIES TO BE ADJUSTED
ACCORDINGLY.
BRICK OR BLOCK CONSTRUCTION MAY BE USED IN LIEU OF PRECAST CONCRETE IN
ACCORDANCE WITH NCDOT STD NO. 840.01.
EXPANSION JOINT
43" NORMAL GUTTER LINE—
DEPRESSED GUTTER LINE
B `O
a o ALIGN FRAME WITH INSIDE '
o o EDGE OF WALL TO ALLOW
A o o A FOR VERTICAL ADJUSTMENT
o o WALL SECTION L 3'-0 I-- 3'-0"
SECTION—BB ELEVATION
B
PLAN FRAME, GRATE & HOOD SHALL
FRAME, GRATE & HOOD ASSEMBLY MEET THE REQUIREMENTS OF
NCDOT STD. NO. 840.03,
GRATE TYPE 'E'.
SECTION -AA STD. STEPS
L` W
e
Q
z_
Lr)
F4 Q
B
B
Q
U
PLAN
N
= 6" B 6"
� r
W E E C N
= 1 D L.
L
END ELEVATION
WHERE 30" TO 36" PIPE IS USED
SECTION—WW
CD SECTION—YY
IN
NORMAL CURB AND GUTTER ON LIGHT GRADES
USE ON FLAT GRADES 2% AND UNDER
SIDE ELEVATION
SECTION— UU
(J A U
LL CO
NOTE:
USE JORDAN IRON WORKS GRATE
V4520 ASSEMBLY OR APPROVED
EQUAL IN VALLEY CURB
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
EXPANSION JOINT
NORMAL GUTTER LINE
DEPRESSED GUTTER LINE
6"
1 '-0', 6'-0"
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
USE ON GRADES OVER 2%
I-- 5'-0"
PLAN
—E+6"
4 BARS "V"
®3 EQUAL SPACES
6" 6
3 1/2"
S
R R
Cn
Cr
■
1/2»
b �
Cr
m �
It W
Ln
PLAN OF TOP SLAB SECTION—SS
STANDARD CATCH BASIN (NCDOT TYPE)
NOT TO SCALE
PLAN
N
FRAME, GRATE & HOOD
Q
z_
Lr)
J
O
LiJ
B
Q
U
7
F�
m
Q
O
Q
0
6"
6"
_
2
z
Y
(fl
a
D
7
11-
C14 N
LL
a
C° SECTION—XX
»V"
#8 BARS "W»
`L�- c0
6"I-- E #4 BARS "U"
}2 2
Co J J
L F
C
>
LU
LLJ Ln N
A
Q N O
� O N
„111111A1R(
oFESS /04
SEAL
0 022977
SHEET
Q
z_
Lr)
J
O
LiJ
}
Q
U
7
F�
m
Q
O
Q
0
0
z
Y
(fl
a
U
7
11-
C14 N
LL
a
O
O
V
O0
E
0
U
a)00zqT--
N
r
oes
r-
•
N
O
q
00
ti
q*,
0
V
y7L
0
LU
O
00
^
04
00
I�
r
r
O
amu
LU
J
J_
4-
U7
LLl
O
�
J
O
..
cn
U
Q
0
K
-
LU
OZ
0)
LL
E
a
V
a
w
Z
CV)
M
O
IIIIII
IIIIII
IIIIIII
I IIIIII
IIIIIII
SHEET
Q
z_
Lr)
J
O
LiJ
}
Q
U
7
F�
m
O
0
z
Y
U
a
U
7
w
LL
a
�
O
Z
Z
o
W
U
LU
y7L
O
O
I�
LU
J
J_
U7
LLl
O
SHEET
Lr)
LiJ
}
J
m
Y
U
a
U
�
w
LL
m
O
U
SHEET