20140874 Ver 1_Site Plan_20140813

A TTEN TION CON TRA C TORS
The Construction Contractor responsible for the extension of water
and sewer, as approved in these plans, is responsible for contacting
the Central Engineering Department at 890 -3030, and the
Public Utilities Department at 857 -4540 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 Job situ 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
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 Citis Public Utilites Handbook.
City of Raleigh W -2611
Public Utilites Department Permit
Authorization to Construct
Date
aW
al, affi.
Allen & Yelle
Professional Engineers
TRACT SUBDIVISION AND
A WA F, I S -1, D -1'' -7 V _7'' A I
V..A1L_ _Ai&_ _A111- -A _.AiL_ _.AiL_ _A
CONSTRUCTION DRAWINGS
Associates, PA
& Land Surveyors
3755 Benson Drive
Raleigh, North Carolina 27609
919- 877 -9992 Fax: 919 - 877 -9979
E —mail: [e-mail]
ROLESVILLE, NORTH CAROLINA
WAKE COUNTY, NORTH CAROLINA
1
CEDAR LADES II, LLC
909 AVIATION PARKWAY
MORRISVILLE, NC 27500
U, WIM101
LENNAR CAROLINAS, INC
1201 EDWARDS MILL ROAD
RALEIGH, NC 27607
(919) 865 -1900
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VICINITY MAP
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INDEX OF DRAWINGS
1. EXISTING CONDITIONS COMPOSITE
2. TRACT SUBDIVISION & VIRGINIA WATER DR. GRADING
AND DRAINAGE PLAN
2A. TRACT 1, 2, & 3 SUBDIVISION PLAN
2B. TRACT 1, 2, & 3 SUBDIVISION GRADING
AND DRAINAGE PLAN
2C. TRACT 1, 2, & 3 NRB IMPACT MAP
2D BMP CALCULATIONS & DRAINAGE AREA MAP
3. VIRGINIA WATER DR. EROSION CONTROL PLAN
4.
PLAN &
PROFILE
VIRGINIA
WATER
DR.
STA.
40 +96
- STA.
33 +50
5.
PLAN &
PROFILE
VIRGINIA
WATER
DR.
STA.
33 +50
- STA.
26 +00
6.
PLAN &
PROFILE
VIRGINIA
WATER
DR.
STA.
26 +00 -
STA.
19 +00
7.
PLAN &
PROFILE
VIRGINIA
WATER
DR.
STA.
19 +00 -
STA.
11 +00
8.
DETAILS
9.
DETAILS
10.
DETAILS

LEGEND
0
EXISTING IRON PIPE
O
IRON PIPE SET
0
CALCULATED POINT
N57 °20'17 "E
BORE HOLE
O
SANITARY SEWER MANHOLE
©
SANITARY SEWER CLEANOUT
wV
WATER VALVE
®
WATER METER
33.50
FIRE HYDRANT
T❑
TELEPHONE PEDESTAL
S49 °57'17 "W
TELEPHONE MANHOLE
PERENNIAL STREAM
WETLAND
WETLAND AND STREAM LOCATION NOTE
pR�S PG• ;26559 0 / / I
THE WETLAND AND STREAM LOCATION SHOWN ON THIS PLAT WAS DETERMINED AND �1gog• P$
MARK BY FIELD EXAMINATION BY SOIL & ENVIRONMENTAL CONSULTANTS, PA AND `� g 5�g8
SURVEYED BY AIKEN & YELLE ASSOCIATES 3 -05 -14 �� /
/
370 -�
� I
4 �PQNIA S RLAO
II 1 0 t
z
w
I�
wU
rna
a
w
\ V
\ 0.382 AC. 1 \ \�.4a`s AC.
\ �\ 0.473-AC. / �C \RHO \\ l &.36
I \ 'x, \ \ \ \1 \ (� 35 \
4.349 AC�
-'t.4Z,3 \C.
I
0.394 AC. \ - 1\ U �/� �\ 0.430 AC.
3 \\ \� - - --7 / 0.451 AC. / �.� \ i Y' \ lr\ \ \ \ \ \\
\ 0.369 AC.- J \ I I \ \ / 38 / // / I I
z
�/
� / ''' /' /' y�� l
If
55 I 1 56 I I 57 / / 5 11/ n` \ / ` \ / P / �/
1 0 C1 10.345 Ad I // /0.347 AG\Y \ / JJ � �Q G��� e
n+ I I L ICEDAR RImG SGBDIWSION
E] ELECTRIC BOX S 1 �S/
y / J� \ \
; J I Ld SOWN
LIGHT POLE / I _ / / �- / I I (�/1 EX SSMHj„9A f RC R ED IN x(40
sDE `WAKE O N Y REGISTy7Y \ 6
RIM: 374.5 2 pUB. _ �O 7 PG 2552 / \ \ /
POWER POLE / _ / / / /
_ / / \ �/ wm Du . 5 0.345 A . o X45 A / /� / ��o� 4
CURB INLET / I - / / / _ - 1 RRB NE // _ \
N.R.R.gZONE 1 // PRE ENNI L S /\ \ J ' / 76 /
O STORM DRAINAGE MANHOLE I - N / �/ _ ter_ / / L \ _ 4 EX BEA P ND `�� // / O / / /r
❑ YARD INLET / I �/ r\ '- /
�_ - �OWF�- � / / � \ � � � ` \ .345// �- � _ / /
STORM DRAIN / I -- ' _ /// N.R.aa \ '
// rNE 1 PERE IAL STREAM \ \IIr IJ�\ E AND
POND
/ / / / zoN OU OVERHEAD UTILITY LINE \ e \ \ t \
/ UE UNDERGROUND ELECTRIC I / / EAVER-
UT UNDERGROUND TELEPHONE
W WATER LINE / / / / / _ _ - - \ �_ RR : 38 07
/ I / EXISTING POND / / /' /' / -
SS SANITARY SEWER LINE
PERENNIAL STREAM _-
G GAS LINE �/ W AN /' / / /' / / /' / / � // / // / \ \ \ \ \ \ \ / -� \ 1 \ \\
-X X FENCE LINE r
UFO UNDERGROUND FIBER OPTIC
352.30 2 \\ \ - '� - R8- ze�E4- - _ -EX x SSM / 1 ( \ \ \ \ \ \ \ \\ ` // - - \ \ \ ` / \ \ \�\
RR DN6 1�$ \ _gUNE� _ _ I ` \ - - -RIM sn. 54 \ ss,yH�,os /\\\
N 8,
lot 3st.' - - _ _ _ - - - \ I I \ \ - WT: 37527�L 3.s R� z9N�2- \ \`
390 -
EX�E*VEft'DAM -
37
EX SSM 09A
IN, 20
MT. 0.00
EX / l%/
7r
RIM.. . e .zo
sSMHj 20
IN 380.8 e
- l - _' PEREN IAL STREAM
' R WE A D II , / / I \ \ WETLAND
I 1 A$aA� � 4 � �� - - -- -_ ao o
5�oo 00 1
` --
- - - -- L
I i / / �� ti 1 1 I I ��l 1 / r /III IIII \ / / / / ` 1
JP °„ ' ' I I I I III 1 I % I I I �� / ( 70.QZ A- RES \ r
20 2D2
052 076 S
EX. SSW
1 X Q. F1�
Q --
OUT MI.55
It
EX DO/
SOT I
2 I I 1 I I I I I I J 1 II � I I IIII I // � � / � -- / / , _� �G g5• g ,\
' (soy II III T/
�/ I I II I/ / I III 11111 �o /' -\
I l \ / \ \
�
(S91
_/ /
I \ I 1 , 1 1, I I,
I \ \ \\
% RIP RIAN
(87 °° \ \ I II 9UR _\
/ ��\ GENERAL NOTES
zo
(86\ E \ \ \ \ _ I I 1 I I I \ \ \ \ - -- / / I
/ / 1 Q \ \ �o_ _ I I \ \ - / / / ! 1.) THIS IS A COMPOSITE SURVEY OF EXISTING PARCELS OF LAND.
/ / \ I I� • zo E, s \ \` `b \ \ \ \ \ \ �� / / / / / / % I I l ` \ \ \ \ \ \ _ / / / / ro° THIS IS A TOPOGRAPHIC SURVEY DONE BY RICE & ASOCIATES
'� \ \ \\ \�� \ \ ��\ \ \\ \\ \ \ \/ I //
(85\ ' /' / / / ` \ \ \ 1 1 I I W W IZ �\ \ \R° \ \ \ \` I I \ \ \ \ \ \ \ \\ \ \ L \ \ \ \ \ \ \ \ _ _ _ _ _ / /' /' AND SUPPLEMENTED BY AIKEN & YELLE ASSOCIATES.
/ \ I )1 I ry 1 � \ � / / / I I - /
I 2. BEARINGS FOR THIS SURVEY ARE BASED ON N.C. GRID NAD 83
ti ti m ) ( )
3.) ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
34 1 \ \ I I I I I II I WOO
I
I
4.) NO GRID MONUMENTS FOUND WITHIN 2000' OF SITE.
5.) FLOOD NOTE. .
THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD
HAZARD ZONE. IT IS LOCATED ON NORTH CAROLINA FLOOD INSURANCE
1/11111111\ 1
/I 1 I I III l\ \ \\ \ \ H04 \ \ \\ \\ \ \ \ \ \ \ \ / , \ \ \ _ _ _ _ \ - _ - _ - - _ _ RATE MAP PANEL 1768, MAP NUMBER 3720176800J, DATED MAY 2, 2006 &
IIII I I 11\ \ \\"' I \\ \\ \\ ` \ \ \ \ \ \ \ 1 / / / / / / / // / / \ - - _ RATE MAP PANEL 1758, MAP NUMBER 3720175800J, DATED MAY 2, 2006.
6. REFERENCES: DEED BOOK 10492, PAGE 2120
/ 1 .11
/ (4421
EX S \ I I '\ \I \ \ \ \ \ ��/ / / l/ 111( \ , - - - - - \ , ' OF THE WAKE COUNTY REGISTRY
(443\ i / n III I I(i \g \\ �� -\ I \ \ \ \ \ 1 \ \ \ / // // l/
11 IIII \y\1` �\ \ ` \ \ \\ 1 1 1 1 1 \ I \ \ \ - / / / 1/ PIN 1768 -07 -3234
-
(S i E1x SSMI✓
((8 --
/ - - --
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Q °.�-
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LINE TABLE
LINE
LENGTH
BEARING
EXCL L1
87.14
N57 °20'17 "E
EXCL L2
75.07
S20 °41'15 "W
EXCL L3
101.79
S82 °09'54 "W
7.) UTILITY STATEMENT
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING
DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH
UTILITIES IN THE AREA, EITHER IN SERVICE OR
ion \ / 1 I R,MS " III'I'II 1 III 1 1 1 1 \ \ -_ \ \ \ ` - _ / / / / i /� , ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT
RE HYDRANT ' ` I 1 ' / �1Ntl I l I 1 \ \ \ \ \� \ -, \ \ -�' /// 1' /'� ' ' THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE
l
\ / \ ,� I I � .� �� � � I1 I 1 \ � � \ -� _- ` _ \ _ _ _ / 1111 l /ice'
'M/ 12• _-
1 G I- 331.26 12' m -
lll � \
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIST
EXCL C1
148.78
152.80
55 °47'15"
80.88
N29 °26'37 "E
142.97
EXCL C2
33.50
130.00
14 °45'57"
16.84
S49 °57'17 "W
33.41
EXCL C3
402.37
375.00
61 °28'39"
223.00
S51 °25'34 "W
383.34
EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE SEAL
FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT L -2515
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 9 O
8.) THIS SURVEY PERFORMED AND MAP PREPARED WITHOUT SURV�
/OUT 329.0212' PO 111 \�� _ I BENEFIT OF A TITLE REPORT. THIS SURVEY SUBJECT TO
ANY FACTS AND EASEMENTS WHICH MAY BE DISCLOSED
BY A FULL AND ACCURATE TITLE SEARCH.
By gYRUM
R� 902
PG �� /�26 g / OB
6881 PG I GRAPHIC SCALE 9.) ELEVATIONS FOR THIS SURVEY ARE BASED ON NGVD 29 TAKEN
i!l G 5 EX SSMH , PERENNIAL STREAbf- 1768. FROM NCGS MONUMENT __-- __- __ - -_. c� �O
g5�a8 2R POOIN'"•':32d o �I PIN # ZONING; R -40 i ,00 o so ,00 soo 400 7-29-14
� � / \ O�� 1�\�G. OUT.• 328.3 j � _ I
L" FEET I
1 inch = 100 ft.
SHEET 1 OF
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36
tJ� o PERENNIAL STREAM C \ \ \ �/ I
WETLAND I _ \ \ \l % J /- 35 349 A,0. J d'
�llh) //ziiiiiii,���� / / / % / I q rj \ \ \ ] ` / \ > �`fl0\ \ \ 41 / \ -0.4',,3 C [ / / \ w W
0.394 AC. (1
� _ 0.430 AC. /
_\ SEAL ' \� - - - - -J / 39
_ / ` °°
F P PR�60 / / I // / 46 \ - - 0.451 Ac. / 1 \ \` / •,�-� M 0
F 24951 �R\g, p G g26yy90 ^ / - / / I I / / O \' I \ \ 41 / / / / /� I I ) ( x U °D E
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mlilimm�"`�o`���� �8' �� \�\G/ i X389- / ' / / / / ' - \ / / / '1 1
(7&80-05-14 BLOW 810 Pa 0 �
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370 -�/ / 11 \ \ 1 I I I IrtH / / \j�\ / Y�� /l/ \��/ O q,'�aDa,'
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- 1 < I 1 O 0.346 AC. ( /\ �\ Y 4/ �� / 4 - - '�, w to
to 0, C I 1 0.345 AC.I I / ///0.347 AC\\/ / / /J �P Q //� ( 10 _ ,••, o w
I . 1 I I CEDAR Rld SUBOI NS/ON / V e �G `� \ - ® Qi Gr CS 94 0 4)
I s _
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SAY
1 711 0.345 Ac.'45\
SI
N.R.R.�Z�VE 1 //. PEREN11 L S
NB9N/ T_ / L - EX BEA P D B
_ /
-i �-c / \ PIMIDE
BEAVER
N.R. CIE 1 ER IAL SEAM \\ a -1 \\ �\ E WETLAND P
_KkVER�D-A
eXISTING Pvi, / / / / / / / / / /// / - - - - U _ CD
\ \ a \ \\ I\
/ / / / / / / / \ \ 71E TOX �' ` ~ I Z
Lr) C3
PERENNIAL STREAM / / / / / / / , / / / // - - - - - - _ - \ \" \ -\ ca
z Y w
U J LLI "
SSW Z,
-N•R.. a-ZeNE - "'
Nc \ /
R /� - -_ � J -� \ �// j � � .rer. -� - - - - � \ � \ \ 1 \ \ \ _ _avr• aissr�� �� ' .R�aac�? _ '
Ex_BE*VEii --DAFT - -
Be
Ile
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dPL
PEREN IAL STRE,
1 \ R WE A D I / / /// / \ �� / / �/) ` N WETLAND
PR�60 I J / / / / j j \ / / \ �J°" ARY LOC�n9nls -r6
\ - _ - BE RELY NAIED_BY OTHERS / / i / I \ I
� % I /� / / ///
1 ) �� 35' PV I /r/ / - - LEVEL SPREADTEONE
�1� / / / /ll1 /� �- � 019
\ r
1--
fix SSAW
1 I I I \ I \ 1 \ 1 1 \ I k0pkAR LOCATIONS
PoN: I I I I I I I I J 1 111 I 1 1 \ D BY _
Smar M1.9
L - - = = •� i I I I I I III I III 1111 \ \ \`\ \ ED. 5MHry ` _� _\ \ \ \ / \ / / - J / / / // / CONSTRUCTION SEQUENCE FOR INSTALLAl10N OF PIPE ACROSS CREEKS
S RED N ) +� I / \ \ \ \ / i / / J / / 3 O / 1. UPON RECIEPT OF THE GRADING PERMIT, INSTALL ROCK CHECK DAM UP
STREAM OF THE PIPE CROSSING TO DAM UP CREEK FLOWS. CONTRACTOR
I- - - -
SHALL PUMP EXISTING CREEK FLOW AROUND CONSTRUCTION STRUCTION
AREA
D
�41 , 2. INSTALL ALL SILT FENCE AND TREE PROTECTION FENCE IN ACCOR.
A
N
CE
WITH CONSTRUCTION SEQUENCE FOUND HERE ON.
3. REMOVE ALL VEGETATION AND TOPSOIL FROM THE AFFECTED AREAS.
4. REMOVE AND REPLACE ALL UNSUITABLE SUBGRADE MATERIAL AS _ '' � // A,5 95
d , oG. DIRECTED BY NC PROFESSIONAL GEO TECHNICAL ENGINEER. g y. g R ,, / 5. INSTALL PIPE AS SPECIFIED ON PLANS IN ACCORDANCE WITH CITY OF
p RALEIGH STANDARDS AND SPECIFICATIONS. (9 A y �$,\
\ '__1 1 m,» 6. UPON COMPLETION OF THE PIPE INSTALLATION BEGIN ADDING FILL �O o \ p I MATERIAL A s SHOWN ON THE APPROVED coN TR uc I N DRAWINGS.
7. SEED AND CL SLOPES ON COMPLETION OF
( 891 EARTHWORK ACTIVITIES ADJACENT TO THE STREAM.
/' 8. COMPLETE THE INSTALLATION OF ALL OTHER IMPROVEMENTS DIPICTED A
/ ON THE APPROVED CONSTRUCTION DRAWINGS.
_ �\ \27.34 ACRE'S
( 881 / \ I1�\ �, I ��� ( I l , / / - i - \ 1_\
I 1 1 \0 1 , /
III\ �/
o \ r /I
1 GENERAL CONSTRUCTION NOTES:
(87J / / / /- A \ \ \ 1 I 1 I R r I ) \ \ Js\ \ \ \ \ \ I / It 1. ALL CONSTRUCTION SHALL CONFORM TO ALL CURRENT CITY OF RALEIGH, TOWN OF
ROLESVILLE, WAKE COUNTY AND NCDOT STANDARD DETAILS AND SPECIFICATIONS.
(�
• 1 9 ck (� \ \ � ) uvf? \ \ \ \ \ � \ �-�` \ \ / / / / / / / / / � � I I 1 I I 1 \ ` \ \ \ � / / / / 2. THE TOPOGRAPHY AND BOUNDARY SHOWN HERE ON WAS PROVIDED BY RICE AND
",+ 11 � / / / / I I \ \ - - I ASSOCIATES. AIKEN AND YELLE ASSOCIATES, PA ASSUMES NO RESPONSIBILITY FOR ACCURACY
( 861 / I k^ \\ \,\ \ \ \ \\ \ \ / _ \ \ \ g OF BOUNDARY, TOPOGRAPHY AND PHYSICALLY LOCATED FEATURES.
\ / / / / \ \ \ \\ 1 \ / / / r j - I 1 I \ ctg �� / / 3. ANY DISTURBANCE OF MORE THAN 12,000 SF REQUIRES THE ISSUANCE OF A GRADING
_ ZE, \\ it // 1 /�
- - - � � \ \ \\ \ 1 \ \ \ \ J I I / - 1 I I I 1 \ � - - - � / � / PERMIT BY THE WAKE COUNTY INSPECTIONS DEPARTMENT.
/ / \ 1) / I w IW \ ,,� \ \ \ 1 \ \ \ / / / / - \ \ \ \ \ \ i / / / 4. ANY ROADWAY CROSSING OR ENCROACHMENT INTO THE NEUSE RIVER RIPARIAN BUFFER
( 851 / / / \ \\ ) W m\ \ \ \ \ I I L - - / WILL REQUIRE PERMITTING BY NC DWQ.
/ \ I , `� I I \ \ \ \ \ I / I I / / / 1 I 1 \ \ \ \ - - - / / / 5. ANY DISTURBANCE OF MORE THAN 0.10 AC OF WETLANDS WILL REQUIRE ISSUANCE OF A
P IAN 1I� NATION WIDE 39 PERMIT BY THE US ARMY CORP. OF ENGINEERS.
1 / / / / \ \ I 1 I ��I I� 1 m/ \ 1 l ` I I \ \ `�B \ \ 1 I I I I / / / 1 1 I / - \ \ - i 6. A COMPLETE COORDINATE LISTING AND AUTOCAD RELEASE 14 DRAWING FILE ARE AVAILABLE
34 / I 2 \ \ \\ t 1 l \ \ \ O\ \ \ I I / / / 1 1 - _ UPON REQUEST FROM THIS FIRM.
/ \ \ I I I II III 111 I \ \ \ I I \ \ \ ) I / / // ,\ \ 1 1 \ \ \ \ \ 7. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF GRADING
ACTIVITIES. CONTACT ULOCO AT 1- 800 - 632 -4949 FOR FIELD LOCATION OF UNDERGROUND
UTILITIES.
-
\ 8. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING UTILITIES.
IF DISCREPANCIES ARE FOUND CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY.
9. ALL GUTTER SHOWN WITHIN RIGHT -OF -WAY SHALL BE STANDARD 30" CURB AND GUTTER.
RE
FER TO SECTION DETAILS ON SHEET 2.
% \ \ \ _ - - - 10. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED ON PLANS.
11. ALL PAVEMENT ON SITE SHALL BE IN ACCORDANCE WITH SECTION DETAILS ON SHEET 2.
- 12. THE SLOPE OF HANDICAP PARKING SPACES SHALL NOT EXCEED 1/4" PER FOOT. THE
LATERAL SLOPE OF SIDEWALK SHALL NOT EXCEED 2%.
L� / / / / / / / ' / / ( - - - - -�` 13. UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF ASPHALT OR
/ (4421 Pow -4; / \ FINISHED SURFACE.
i \ 7`
14. ALL SANITARY SEWER SLOPES AND PIPE LENGTHS ARE COMPUTED FROM CENTER OF
PG\JF,�. �� / \'% \ I r ' I \�\ \� -4 \\ w , \ \ \ 1 \ \ \ / / // / // / / / \ - - - - - MANHOLE TO CENTER OF MANHOLE.
Oex / / I 111 -+ \ \\ 1 I \ \ ` \ \ \ - - / / / / / / / \ - - - ST' - - - 15. CONSTRUCT ALL SANITARY SEWER MANHOLES FLUSH TO FINAL PAVEMENT GRADE OR AS
\ y
RIM 81 \ 111 1 �P S � \ J / \ \ \ / / - - G SHOWN IN NON -PAVED AREAS.
( f I 1 1 I I 11 \�ovwG A \ \ \ \ //J // / // � �S\ \I-SS- - - - _ 16. SEWER LATERALS TO BE PLACED AT A MINIMUM SLOPE OF 1% ON 4' LINES AND 0.5% ON
`,, ` -., \ \ \ \ \ \ \ \ _ \ \ \ �// / / I / /// / / \_ - - - - 6" LINES. CLEANOUTS SHALL BE PLACED AT 50' INTERVALS AND AT BEND POINTS. ALL
/ �- - - - CLEANOUTS IN PAVED AREAS SHALL BE APPROVED LOAD BEARING TYPE.
00�w� r 17. WATER MAINS SHALL HAVE A MINIMUM 3' OF COVER.
- 18. CONSTRUCT ALL FIRE HYDRANTS WITH BASE FLANGE SIX INCHES ABOVE FINAL GRADE. SEE
�/ f I I I J, \ \ \ \\ \ \ \\ \v \ \ \ \ - _ 19. DETAIL W -4
/ / ( \I I ii 11 1 I \ FIST - - - \ \ / / // /// /j /� 19. THE CONTRACTOR IS RESPONSIBLE FOR INSURING POSITIVE DRAINAGE TO ALL STORM
\ ( I \ �/ /// STRUCTURES.
NM o�x \ \ \ \ - \ \ \ ` - / / / // / / /// / 20. ALL STORM WATER CONTROL MEASURES AND BMP MEASURES SHOWN HEREON SHALL BE
Nroau� \ \ / i I ` 1 .CE u-. \ \ \ \ - - _ _ - /�/ / / /�/ / / /,/ / CONSTRUCTED IN ACCORDANCE WITH NCDENR AND CITY OF RALEIGH STANDARD SPECIFICATION
AND DETAILS.
x _ _ _ _ _ / / �/ 21. SEED ALL AREAS DISTURBED BY CONSTRUCTION, AND NOT INDICATED TO BE PAVED OR
PLANTED, UPON COMPLETION OF GRADING ACTIVITIES. USE REBEL 3 FESCUE IN ACCORDANCE
WITH SEEDING SCHEDULE ON DETAIL SHEETS.
22. CONTRACTOR SHALL CLEAR AND GRUB ENTIRE R/W WITHIN 100' OF ALL INTERSECTIONS.
23. THE Q100 BACKWATER ELEVATION FOR ALL CULVERTS DRAINING 4 OR MORE ACRES DOES
_ NOT OVERTOP THE ROADWAY.
Ex1 \\ _ - / �� 24. CONTRACTOR SHALL MARK THE LIMITS OF THE NUESE RIPARIAN BUFFER WITH ORANGE TREE
�/ 1 � �r�o \ \ - _ -_ _ PROTETION FENCE IF THERE IS ANY CONSTRCUT10N WITHIN 50 FEET OF THE EDGE OF THE
II l \ / \ \ / / ;i' g \ \I \ 1 \y� \ - - - -� BUFFER.
iouruao2 rs• -� 25. THERE ARE NO PROTECTED TRESS ON THIS SITE.
\�\I - 26. WATER METERS AND SEWER CLEANOUTS ARE NOT APPROVED TO BE INSTALLED IN
�"
�
DRIVEWAYS OR SIDEWALKS
RUBYBYRU gc02 I Cedar Ridge al � \ 2��R .c. CI
IMPERVIOUS AREA ALL TRACTS:
PROPOSED IMPERVIOUS SURFACE
- ROADWAYS: 230,600 (5.29 AC)
-LOTS: 117 x t3500SF/LOT= 409,500sf (9.40 AC)
- SIDEWALK: 7999: LFx5 = 39,500 sf (0.91 AC)
TOTAL PROPOSED IMPERVIOUS SURFACE: 679,600 SF (15.60 AC)
PROPOSED % IMPERVIOUS: 15.60 AC / 70.07 AC= 22.27%
* LOT SF BASED ON 2200 SF FOOTPRINT, 1300 SF IN DECK, DRIVE AND SIDEWALK.
GRAPHIC SCALE
100 0 50 100 200
400
( IN FEET )
1 inch = 100 ft-
SHEET 2 OF
A
Grass
Bioretention
area no.
Drainage
area
(sq ft
Drainage
area
ac )
Impervious
area
(sq ft
la
Rv
Reported
WQV
cu ft
WQV by
Simple
Method
cu ft
inlet
velocity
(fps)
1
18,700
0.43
5,400
0.29
0.310
693
483
4.32
2
60,300
1.38
35,500
0.59
0.580
2870
2,914
3.53
3
90,600
2.08
37,870
0.42
0.426
3210
3,218
4.99
4
24,400
0.56
16,800
0.69
0.670
1,588
1,362
4.99
IMPERVIOUS AREA ALL TRACTS:
PROPOSED IMPERVIOUS SURFACE
- ROADWAYS: 230,600 (5.29 AC)
-LOTS: 117 x t3500SF/LOT= 409,500sf (9.40 AC)
- SIDEWALK: 7999: LFx5 = 39,500 sf (0.91 AC)
TOTAL PROPOSED IMPERVIOUS SURFACE: 679,600 SF (15.60 AC)
PROPOSED % IMPERVIOUS: 15.60 AC / 70.07 AC= 22.27%
* LOT SF BASED ON 2200 SF FOOTPRINT, 1300 SF IN DECK, DRIVE AND SIDEWALK.
GRAPHIC SCALE
100 0 50 100 200
400
( IN FEET )
1 inch = 100 ft-
SHEET 2 OF
0
01 0.4
1�1 1••r1
V 1 O
W
a
7 W
I1
H�
�w
0
O
A
�
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�
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A
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0
01 0.4
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W
a
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I1
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0
O

0.473 AC. / / l 36 I I I
PERENNIAL STREAM
WETLAND 1 \ \ \ /� /' / \\ \�/ / // 0.349 AC. I I o
of
5 U � RI // / I 45 > �/ 3 �l \� 41 / / 0.433 AC.
0.394 AC. J 111 J / \ \ \ \ / / / / % / \ i/i 0
/// - 0.430 AC. /
� SEAL l ,DER � ;, ; %-� // _- _- ________, / / O // � \\ \i�� /�/ /// / � � -�� \ -',�
F P PR 6� ll % / 0.451 AC. / \ / .'es, l�
F 24951 ooR�S P g26559� / 46 i I II (� 40 - / / / / / j \// / / I \ \ UO to
0
NG I NEF "log, � P erg$ / \ 0.369 AC. II 11 I / / \ W
5 °a R L - - - Zd PUO. S.D.E. _0.390 AC.
0.451 AC. / / I I I 1 \�F �S \ ��P
8-04-14 _ _ _ -
0.437 AC
J 1
�rY0'\�� �w 5,U
�� \� \ / / / /- °4d 0 C 000
�� III III % / \\ %`\ �\ �\\� \ / / �� -�\ �za,d
PER IA ST2EA90� 0 1 I I I I / / / i / \ \ \ \ \ o� �// / \ - -r '
I I 56 57 �/ ewco r::
z m I 55 I 1 III ///58 / //\\ \� \�- Pe�o,� I ►� .4 .4
0.345 AC.I I 10.346 AC. / / /0.347 AC. / / / / \� Q �� \P%�GF� /// // \ \ � I '�'� >~ r- 4S - •� go
15,41 .ft 0.346 AC. 1 1 / \
d a
0.35 acre \ I � I I CEDAR RIdGW SVBDI lilSlON / / / /� �0\' / �\ \ \ I I
CKO NN I r s owN
/ I 1 1 I R�CQJR EO IN / / / / / / 60
V.0 `WAKE D(U /N Y REGIS
Mi 2 PUB. S.D.E. T/7
e, '9Oh 1/7 1 PG 25512 / / 0.345 AC. / / / 0.345 AC. ^ 0.349 AC.
/ / //� c/ �//
N ZONE 2 /j ^ J / _ J/ / / / 0// / \ �\ \
/ / R.R.B. ZONE 1 / PERENNI L ST / / �y 76
R.B. ZONE 2 -� EX BEA /
N•R•
_y \
ZONE 1 ��- / OPEN n 0.345 AC.
/ I N - / / / SPACE \ p \ EX BEAVER P
N.R.R.B. ZONE I PERE IAL SEAM // \ \ I / 1 m \ WETLAND
BEAVER
/ \ 71 \ 0 \
��/ ��\ r• \ 0:35 acres / l o / / v \ Qj.. � \ 1.965 q.k. / \ = CD EXISTING POND aces
OPEN a
SPACE / / / / / / / / / / s�- 72 \ / 70 / /\ �` ° \ \ / \ 1 \ ;� CU v,
PERENNIAL STREAM W AN / / / // / / // / / / ,° ww E�' / 17.951 sq.ft. > < 16,672 aq.k./ / % BM2� 8 \ W ~ o
/ / / / / / / • C 0.41 aces 0.39 acry,4 / 69 / O$ p o �� N.R.R.B. ZONE 2 Z Z Y Li N
SPACE
A 36 NT
27. �e / / / / A U N A iY
lso;
ONE 2 PPS N.R.R.B. ZONE 1 R2r m \ - _ / /
\ � � � 8 �� ,� <
R R N• NRR' Z O NE
10.396astt
B 68
R.R.B. ZONE
15.929 q.k.
37 174 2
/
155.83
w _ _ _ � p I ° R \j /o" R ar 's \ acres EX BEAVER DAM
4, , 760 r I \ \ '`''°\ 8 1 I ^ 8 0 / \ v / 15,1. O 1g °0 0.37 acres 1 7 5
ym 76.70 / / 1 w 20410 / �\ . \ \ , R2Sar �6+�
\17,093 cres v°i 1 sp / \ m. / \ \ ���� 6 \ / 15,844 aQ.n
1 n rl�lT 0.39 acres /� 5, 36 ""10.36 arses / ti / ACT
I I 82 \•`A;� J \ / \�/ / 75 \ '0.154arnes R20'1,P
My,- N I °I 111 / 79 I w \ \
%� EPSE � I I I \ `�.\ 15.276 eq.n vi / / I
FI' S 1/ / / / A / / 9 4 \ \ \ \ �.�\ % \ SEV•IER3 / a / / I7 / / I I I I I NI I \ O (90.41 1 I I I XI 1 I 1 I I I N I \ R307.a3o5 � a LI
7.43.0 sq .n % ° c .,3 3 14 A 0.40 ae R3] ,7 'j. I 15.033 /q.n ' I I \ \ \ \ \ \ a\ cqre .ft
5 ° 8
a
/
\ \ \ \ 4 7,..,9D 3 0 a arqe .
a ft
. 8 9 /
9 0 0 O 1 18181 q n I .
I I ,07.938ac .n 5,329 sqft. iz me 042 acres l S. 15.036 as
21.639 q.ft. 92 I 1 I 3 7 en \ 4
\ 0.50 came / s 86 - ao '\l/ ap td g
/
' �
y 15,659 eq.n 1 I 1 15,033 .q.n \ �� \ \ ' \ / \ 6 \ \ 'p'? /
I / \ _/ / I I I I \ 0 1 0.43 afr« I - ,3s afro 1 R7aar 1 77 \ \'' \ 169 / / / "�
/ 18,579 sq.f[. q,
0.43 aarea I m a' I I 78 \ / / 168 ?� 150,7 sq.ft. % / PEREN IAL STREAM
I 0 \ \ \ I I J l_ _ L - - , /- - J 1 r - _ J z \ . \ ,0052 qn \\\ \/ d, / O , �\ X34 aarea / / 171 /ry / / / \ WETLAND
WE A D /� \ \ / 7.4 p:39 sq. / 7,.24• n J I ` I \ \ / �,• / '5,:34 °5,a j 0
15,251 ft.
84 15,062 .q.n \
OOR\ 5 G gn o / \ \ yh• AG�',' \ Tg• 85, 15.0w as f I I I 0.35 aa,a. \i ' � ° \ / �°/ 0.35 acres 1 7 2 / / /,
I1g Og PQ /g'6 J' I / 95 I n ' �� ��� 7 V gp�0 _ �� r L 1 1 / / 167 / /\ By \ 18,088 sq.n /L� / 15.103 1 fL /
U / ^y R2a 5,e I 15, \� •O„ v 0.37 acre* 0.35 acres
g08 �� \�Cj. R / I / 'o:a3 came -' _82!
- - - �� 2e.o9 1 sa�b ,1632 g pd' / / / / / / \ O°' / / / / /
e l\ \
/ 1 c °i BZ10' 2atgp ��• 15,740 eq.n \ 173
!O)
.• ti0 260. Rn. 108.83 s 84
-\ ��
1 / � - - -- \ �.' --1 �''°° �' M / 166
124 111 1 N 7236 \ \ 96 , I 1I T 22+aa - 22rm 15.414
202 ?' \ 15,630 n 86
I I I I cq• (/ � 103• / ^ _I / 0.35 aces
'�SEME Rzr TP \ 15.865 eq.ft. ^ h 0.36 acs r /(((;;; R w 16,032 n / / \ �`tr• \
1 / /�E� �• 16 5
Ni � n I 1 r \ \ \ '036 acres \ / \`0 q,0�° / I I � I I 9f l. g 55.aC ' / '\ \ a3S acres
+ "i 25,444 sq.n I h` 0' \6 Zv �Y
I I �c I \ \ \ ^ 8 / I -Reim _ /, / \ / / ,5,019 aq.n
I ' 132 I I 133 I L - - -- J I I I \o. \ / / 6, \ / / D.34asq.f /
a 0.58 acres
4 R26Ar ¢'
1 1 1I - I _ _ _ - � M IN mI n w I 4? / / / ry / �� / 1 1/ 2 /A a W 'I I I � m a f (- I - 20' &� D- - - - I ° } w ' g3,ri 1 • I �.O . 4P'\ 9� 9 \ \ 7 \ \ 9 8 \ `/ _ \ I \ \ \ \ \ \ 0� \ \ / / / q S / ` \ / \ / \ \\ \ I I ro g J I I I 1I 5 .63 _ 3 sq.ft 1. 3I 4 0.36 aca9n J I I
1 0.0/ 52 e/ q.n
20,82 q.n 15.018 0.36 150 \ \ 3 ce /
/ / / /\ \ / \
gs ,
V a! '
/
5,47 0.34 acres 'S.911 : 15,VS sq.fL
110 1 w .I \ 35 ca 0.
15,155 sqtL 149
_jL 0.35 acres
�\ 13 1 g 15,797 sq.n \ @ \ 10L - \ �3
> -036 ass Ro,m 13.973 I%fL 5,3014 aeqn
, .14' \ ffea 163 905 W.n
0.36
L r 188.40• . I N m n g 11 09 I \ 59.5 48.93• Q I L 15.317 190.00' J = c l 1 15 0.35 acres
.35 c 8 sq.n 15.003 eq.ft.,
/ 06
151 \ �
A-
m 130 227.73' 75.95 5,013 aq•fL 1, 64 / /
/
0.34 ace5,934 q.n
\ /
I
( 9Ol 0.37 aarea / v DRAZ L ± / ' 161•'x' / '� `T' ! / / \ / /
- - lsa.o6' - \ \ 46 Rm 1�P <'M33663=me /
_ O 7�i1 A �1 ,a / / \/
_ 113 I � j� I � „ +m � � -1 135 ' ' \ \
3' II
(891 - Z PT 129 \ 0 xH \ t6,,o6
15,366atten I �'a I 108 / t2 S'Di ,? 77 a N \ 'a ,5.168 eq.n / aces / yq �1Yr1 3 / ,e® / 18.112 n
79' 1 \ 0.35 offs._ / rP" ryp7. 52 a .r O w• \
1� ,-j I n m^ I o cw b �! / / \ / /\ `�. / 0.37 aces // /
- 1 214.2T J O 16.787 *q.n I \ � W 15,145 aq.n- i 1�•p0 / �\ �' \ / / '(� / / \
° 'n 0_39 acre* I 0_35 acres / / ,0 \ ft• 1 000
33 L_ J I r O \ L E rb `Y 'E �
(� 1 ro I F 227.95 c 1 o Q x / 1 \ 209 .51, / / / \ C% / ' @27.3 4� �/ +1. sae: / / d \ � / 5,34 w
88 114 I /ov / - ` 15.059 \ / / a�
_ _'_ / a„ - - - - - - - 2,.63, eq.k. / / 101 I - 128 36 `� 5.35 safe. /\ \ / /
- w \ \ 16.2 374aa 107 P II SAn 0. 0 acres / / 15.758 eQ.n I H ` 1� u m \ " \ 15.10 /' �Tr 1 \ / ,'98.3! / / \ �/ / / 153 / / yaF, ,y. ►:�'
(� i r \ 2771q\ \ I ^ I O I 5 \ ^� 0.36 aces 8 b !1 1 16.471 eq.n "' 0 0.35 ac "/' 8 ' \ 15,288
8 ry1 \ R 1 17,618 k. RIP RIAN RIPA AN - _ _ I 0.38 acres 'w \ q0� / '' /
\�R 1 -� - - -- I 9u R 9u I /� " _- -I�+ L-- -_-- / , / l 5,355,9°' /) S_
L 0.40 *arcs /may. ,36.53•- 230.71 ' / / \ 5• lam,/ 44 > \ / • / 'b
115 \ 243.88' ZONE ON I 1 N�
1 \ \ 15,70, *q.ft. � 1 a E �' - - - - - - ° "£ 2 I / / ^" / /- � > \ 15.730 eq.ft. /'\ °�, \/ 154
(8 6 0 '36 *arc* 10 6 C -
30� 17.195 aq.n H
- 3q h if n °.39 acres 'J / / \ ' 7
r \ � \ ^ ro ZONE 1 � 15,188 sq.k. / / 0.35 sae*
\ / \ 7 \ / I � I / � ' y \ 0.35 area / D° '`Qo. \� / / \ \ 15,318 ft. °
19.391 sq.ft. m ,� O g0• 4 / ry
I \ \ \/ L - 0_45 aarea - N ti V 238 g6�- a I 12 7 / / / / 143 \ \ /
--� \\ - - - - - -- �S N - = m _ 22735 -� #6) / / \ / < 276.35• - �S / 18 035 .ft. 18385 .ft. O 5,q (8 5 I 116 _ _ R ^ ^` I 5,�/ " / \ / ' :5,2 ace
R2f• rm m O O �
'035 as .` / e / 105 PERENNIAL STREAM ; _ \ \ % �1 I / 16.412 sq. "^,y \ 138 / Q,. _• 0.36 ygas'
341 63j\ \ / ay" / O I o \ 10 3 / _ / / 0.36 as / 12 5 \ / /� / ^ w - - - 235.87 - - ryb
15.238 n I _
r \ 7 6 �/ 0 22.604 sq.ft. N - OPEN \ / / , 0.35 acQ ,9°• I
/ I \ L 0.52 acres \ SPACE 2168.\ 15.224 eq.n / N \ / / / 16,733
\ cl = = 1 0.35 acres nT!
ca \ acres
7
I 117 ,-�"n. °�- - - - - -- � \\/ � a S''�' / / \ / X76• \ i
OPEN \� z / / 13 9 / /
.� �\ \ 20.664 n.
" 104 SPACE (� � / / \ � / 7 0.47 acres
/ 15.052 eq.ft. ( r� �O S� 15,BOft.
0.35 acres N
Lxc 2834, eq.k. ' *yl T 67
15&75' J xc L - - - - o.fia mree - - - - - - 1 99 \ / ^
/ cres
16.453 *q.n 0.47 a
X 12 141 \
y.
20,535 eq.n b
/ / \ 0.38 n
acres \ \ ryd / p I 16,197 eq•
(--1 L / 140 I >ml /
\ ' 0.37 acres /
/ 442 / / // (4431 / \ I (18 51 (1861 I
/ o \b
(C8 41 I / \ 'o:;� g0
� }c*%58 ` / THE Punc£ of �aFSwuF I ��
`��,�• Q �Q\
/Al
1v �j / \ / \ (1831 \ \ PHASE 2 -ill 2
\ B.M. 2005, P�1� 976
// \ / ZONING RhPUD 123 -�-
\ �/ \ \ 24.372 eq.ft.
IX Fl. RE IIYD =ANT 0 \ \ \ \ v/ ��\ \ .56 acres / -SPACE ,
\ \ 1E.755 sq.ft. I u 1 21 aq.n
,629
ry 0.43 aces 0.50
G / ' \ \ \ \I .0 acres \ ^ yy
4o+ae.m �e+ � \
121
RE HYDRANT
T,P) i
OPEN ,n ��,'a' acre's \ \ I II R2r,yP 1 1 122
A
(18 71
a I 41SEN I
//��� \9 // UBY BYRUM
111III1 - - - - -J \ T. �, \ > ,Q� 1� 2 .R
ITE PLAN INFORMATION
OWNER OF RECORD: CEDAR LAKES II, LLC
ADDRESS: 909 AVIATION PKWY
MORRISVILLE, NC 27560
DEVELOPER: LENNAR CAROLINAS, INC.
1201 EDWARDS MILL RD SUITE 301
RALEIGH, NC 27607
WAKE COUNTY P.I.N.: 1768 -07 -3234
ZONING: -
CURRENT USE: VACANT
INSIDE CITY LIMITS? YES, ROLESVILLE
INSIDE FLOOD HAZARD AREA? NO
IN NEUSE RIVER BASIN? YES
TOTAL TRACT AREA: 70.07 AC
PROPOSED USE: SINGLE FAMILY RESIDENTIAL
TOTAL TRACT AREA: 70.07 AC
NET TRACT AREA AFTER R/W DEDICATION = 61.20 AC
PROPOSED UNITS & DENSITY:
TOTAL TRACT AREA = 70.07 AC
MAXIMUM ALLOWED DENSITY. 1.45 DU /AC (CLUSTER DEVELOPMENT)
MAXIMUM ALLOWED LOTS: 1.45 X 70.07 AC= 101.6 LOTS
PROPOSED DWELLING UNITS: 117 LOTS
PROPOSED DENSITY = 117 DU /70.07 AC
1.66 DU /AC
MINIMUM LOT SIZE: 15,000 SF
TRACT LOTS AREA OF PHASE (AC)
TRACT 1: 14 LOTS 8.19 ACRES
TRACT 2: 43 LOTS 30.74 ACRES
TRACT 3: 60 LOTS 27.34 ACRES
IMPERVIOUS AREA:
PROPOSED IMPERVIOUS SURFACE
- ROADWAYS: 230,600 (5.29 AC)
-LOTS: 117 x t3500SF/LOT= 409,500sf (9.40 AC)
- SIDEWALK: 7999: LFx5 = 39,500 sf (0.91 AC)
TOTAL PROPOSED IMPERVIOUS SURFACE: 679,600 SF (15.60 AC)
PROPOSED % IMPERVIOUS: 15.60 AC / 70.07 AC= 22.27%
a LOT SF BASED ON 2200 SF FOOTPRINT, 1300 SF IN DECK, DRIVE AND SIDEWALK.
01\-o fo, �
t3��I�:71�K6P►�9� i�1��N7►�Rs1f���
1. ALL CONSTRUCTION SHALL CONFORM TO ALL CURRENT CITY OF RALEIGH, TOWN OF
ROLESVILLE, WAKE COUNTY AND NCDOT STANDARD DETAILS AND SPECIFICATIONS.
2. THE TOPOGRAPHY AND BOUNDARY SHOWN HERE ON WAS PROVIDED BY RICE AND
ASSOCIATES. AIKEN AND YELLE ASSOCIATES, PA ASSUMES NO RESPONSIBILITY FOR ACCURACY
OF BOUNDARY, TOPOGRAPHY AND PHYSICALLY LOCATED FEATURES.
3. ANY DISTURBANCE OF MORE THAN 12,000 SF REQUIRES THE ISSUANCE OF A GRADING
PERMIT BY THE WAKE COUNTY INSPECTIONS DEPARTMENT.
4. ANY ROADWAY CROSSING OR ENCROACHMENT INTO THE NEUSE RIVER RIPARIAN BUFFER
WILL REQUIRE PERMITTING BY NC DWQ.
5. ANY DISTURBANCE OF MORE THAN 0.10 AC OF WETLANDS WILL REQUIRE ISSUANCE OF A
NATION WIDE 39 PERMIT BY THE US ARMY CORP. OF ENGINEERS.
6. A COMPLETE COORDINATE LISTING AND AUTOCAD RELEASE 14 DRAWING FILE ARE AVAILABLE
UPON REQUEST FROM THIS FIRM.
7. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF GRADING
ACTIVITIES. CONTACT ULOCO AT 1- 800 - 632 -4949 FOR FIELD LOCATION OF UNDERGROUND
UTILITIES.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING UTILITIES.
IF DISCREPANCIES ARE FOUND CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY.
9. ALL GUTTER SHOWN WITHIN RIGHT -OF -WAY SHALL BE STANDARD 30" CURB AND GUTTER.
REFER TO SECTION DETAILS ON SHEET 2.
10. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED ON PLANS.
11. ALL PAVEMENT ON SITE SHALL BE IN ACCORDANCE WITH SECTION DETAILS ON SHEET 2.
12. THE SLOPE OF HANDICAP PARKING SPACES SHALL NOT EXCEED 1/4" PER FOOT. THE
LATERAL SLOPE OF SIDEWALK SHALL NOT EXCEED 2 %.
13. UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF ASPHALT OR
FINISHED SURFACE.
14. ALL SANITARY SEWER SLOPES AND PIPE LENGTHS ARE COMPUTED FROM CENTER OF
MANHOLE TO CENTER OF MANHOLE.
15. CONSTRUCT ALL SANITARY SEWER MANHOLES FLUSH TO FINAL PAVEMENT GRADE OR AS
SHOWN IN NON -PAVED AREAS.
16. SEWER LATERALS TO BE PLACED AT A MINIMUM SLOPE OF 1% ON 4" LINES AND 0.5% ON
6" LINES. CLEANOUTS SHALL BE PLACED AT 50' INTERVALS AND AT BEND POINTS. ALL
CLEANOUTS IN PAVED AREAS SHALL BE APPROVED LOAD BEARING TYPE.
17. WATER MAINS SHALL HAVE A MINIMUM 3' OF COVER.
18. CONSTRUCT ALL FIRE HYDRANTS WITH BASE FLANGE SIX INCHES ABOVE FINAL GRADE. SEE
COR DETAIL W -4
19. THE CONTRACTOR IS RESPONSIBLE FOR INSURING POSITIVE DRAINAGE TO ALL STORM
STRUCTURES.
20. ALL STORM WATER CONTROL MEASURES AND BMP MEASURES SHOWN HEREON SHALL BE
CONSTRUCTED IN ACCORDANCE WITH NCDENR AND CITY OF RALEIGH STANDARD SPECIFICATION
AND DETAILS.
21. SEED ALL AREAS DISTURBED BY CONSTRUCTION, AND NOT INDICATED TO BE PAVED OR
PLANTED, UPON COMPLETION OF GRADING ACTIVITIES. USE REBEL 3 FESCUE IN ACCORDANCE
WITH SEEDING SCHEDULE ON DETAIL SHEETS.
22. CONTRACTOR SHALL CLEAR AND GRUB ENTIRE R/W WITHIN 100' OF ALL INTERSECTIONS.
23. THE Q100 BACKWATER ELEVATION FOR ALL CULVERTS DRAINING 4 OR MORE ACRES DOES
NOT OVERTOP THE ROADWAY.
24. CONTRACTOR SHALL MARK THE LIMITS OF THE NUESE RIPARIAN BUFFER WITH ORANGE TREE
PROTETION FENCE IF THERE IS ANY CONSTRCUTION WITHIN 50 FEET OF THE EDGE OF THE
BUFFER.
25. THERE ARE NO PROTECTED TRESS ON THIS SITE.
26. WATER METERS AND SEWER CLEANOUTS ARE NOT APPROVED TO BE INSTALLED IN
DRIVEWAYS OR SIDEWALKS
GRAPHIC SCALE
D
( IN FEET )
1 inch = 100 ft.
SHEET 2A OF
_`/
Eessell
Eessell
V
W
I�
1r�•
7�
1�
O
W�
�N
I�
AEessell
r�
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Hesell
7 W
f�
P4
0­4
h;sl
O
O

PERENNIAL STREAM 4�e� \ \ \ 1-1 ` \ \\ \ \\ \ \,- j / ^ \ \•473�c/ J i( 36 I
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GENERAL CONSTRUCTION NOTES:
(87 \��„
� �-• >/ / 1. ALL CONSTRUCTION SHALL CONFORM TO ALL CURRENT CITY OF RALEIGH, TOWN OF
/
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(86
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\
/� / ROLESVILLE, WAKE COUNTY AND NCDOT STANDARD DETAILS AND SPECIFICATIONS.
54 /� / 2. THE TOPOGRAPHY AND BOUNDARY SHOWN HERE ON WAS PROVIDED BY RICE AND
ASSOCIATES. AIKEN AND YELLE ASSOCIATES, PA ASSUMES NO RESPONSIBILITY FOR ACCURACY
/
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1 \ \ 1 / r 0/ - / / \ \\ -
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` / OF BOUNDARY, TOPOGRAPHY AND PHYSICALLY LOCATED FEATURES.
- ay/ / \ �,,,. L-
/ �� / a vAL 3. ANY DISTURBANCE OF MORE THAN 12,000 SF REQUIRES THE ISSUANCE OF A GRADING
/ / / / PERMIT BY THE WAKE COUNTY INSPECTIONS DEPARTMENT.
r / / / 4. ANY ROADWAY CROSSING OR ENCROACHMENT INTO THE NEUSE RIVER RIPARIAN BUFFER
7
1�
(85\ I / i T
m\ / /�
\ \ I-
1 -
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WILL REQUIRE PERMITTING BY NC DWQ.
v / / / 5. ANY DISTURBANCE OF MORE THAN 0.10 AC OF WETLANDS WILL REQUIRE ISSUANCE OF A
/ /
- - - \ X \ \ \ / /
N m \ \ 1 \ \ / / I / / /I 1 ►a, �_ - -� / i NATION WIDE 39 PERMIT BY THE US ARMY CORP. OF ENGINEERS.
I 1 \ e I \ / / \ �I I / 6. A COMPLETE COORDINATE LISTING AND AUTOCAD RELEASE 14 DRAWING FILE ARE AVAILABLE
0 \ UPON REQUEST FROM THIS FIRM.
O
34
`
70 iJ( -
7. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF GRADING
ACTIVITIES. CONTACT ULOCO AT 1- 800 - 632 -4949 FOR FIELD LOCATION OF UNDERGROUND
UTILITIES.
• /
8. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING UTILITIES.
�_
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IF DISCREPANCIES ARE FOUND CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY.
9. ALL GUTTER SHOWN WITHIN RIGHT -OF -WAY SHALL BE STANDARD 30" CURB AND GUTTER.
REFER TO SECTION DETAILS ON SHEET 2.
J` -
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CONVACTOR4H&L
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, ` 44 �7' -5t' - -
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10. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED ON PLANS.
11. ALL PAVEMENT ON SITE SHALL BE IN ACCORDANCE WITH SECTION DETAILS ON SHEET 2.
12. THE SLOPE OF HANDICAP PARKING SPACES SHALL NOT EXCEED 1/4" PER FOOT. THE
LATERAL SLOPE OF SIDEWALK SHALL NOT EXCEED 2%.
x
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ASSEMOCT
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1 1 \ \ \/
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IS \
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i = _,si = \
13. UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF ASPHALT OR
FINISHED SURFACE.
14. ALL SANITARY SEWER SLOPES AND PIPE LENGTHS ARE COMPUTED FROM CENTER OF
A
�\ 1 /
PGA J� \ �N / / \ \ r I I I \�\ \� -I} \\ w t ', 1 1 21p /% /� /� I
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-
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MANHOLE TO CENTER OF MANHOLE.
15. CONSTRUCT ALL SANITARY SEWER MANHOLES FLUSH TO FINAL PAVEMENT GRADE OR AS
SHOWN IN NON-PAVED AREAS.
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16. SEWER LATERALS TO BE PLACED AT A MINIMUM SLOPE OF 1% ON 4" LINES AND 0.5% ON
6" LINES. CLEANOUTS SHALL BE PLACED AT 50' INTERVALS AND AT BEND POINTS. ALL
CLEANOUTS IN PAVED AREAS SHALL BE APPROVED LOAD BEARING TYPE.
17. WATER MAINS SHALL HAVE A MINIMUM 3' OF COVER.
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18. CONSTRUCT ALL FIRE HYDRANTS WITH BASE FLANGE SIX INCHES ABOVE FINAL GRADE. SEE
CDR DETAIL W -4
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19. THE CONTRACTOR IS RESPONSIBLE FOR INSURING POSITIVE DRAINAGE TO ALL STORM
STRUCTURES.
20. ALL STORM WATER CONTROL MEASURES AND BMP MEASURES SHOWN HEREON SHALL BE
IN ACCORDANCE WITH NCDENR AND CITY OF RALEIGH SPECIFICATION
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CONSTRUCTED STANDARD
AND DETAILS.
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21. SEED ALL AREAS DISTURBED BY CONSTRUCTION, AND NOT INDICATED TO BE PAVED OR
PLANTED, UPON COMPLETION OF GRADING ACTIVITIES. USE REBEL 3 FESCUE IN ACCORDANCE
WITH SEEDING SCHEDULE ON DETAIL SHEETS.
22. CONTRACTOR SHALL CLEAR AND GRUB ENTIRE R/W WITHIN 100' OF ALL INTERSECTIONS.
/u/ l l I `\ \ 1 a \ \ -,,� �,, E_ /
23. THE Q100 BACKWATER ELEVATION FOR ALL CULVERTS DRAINING 4 OR MORE ACRES DOES
NOT OVERTOP THE ROADWAY.
24. CONTRACTOR SHALL MARK THE LIMITS OF THE NUESE RIPARIAN BUFFER WITH ORANGE TREE
P.-I
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/ / \
, �/ \ \ 1 A t 12• 4� \ \ \I \ P� Cy _ -
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PROTETION FENCE IF THERE IS ANY CONSTRCUT10N WITHIN 50 FEET OF THE EDGE OF THE
BUFFER.
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25. THERE ARE NO PROTECTED TRESS ON THIS SITE.
26. WATER METERS AND SEWER CLEANOUTS ARE NOT APPROVED TO BE INSTALLED IN
DRIVEWAYS OR SIDEWALKS
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/ /�, / ZONE 1 IMPACTS ZONE 2 IMPACTS
/ / + / 56 j / 319 sq.ft. 206 sq.ft.
O.G, ac. 0.00 ac.
/ �// / BMP 8 "=
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vv
I 1� I 1 I \ \
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— / / � 0.01 cc.' 0.00 ac.
�% PROVIDE 1,410 / BMP 8
// / / / SURF E A A ZONE 1 IMPACTS ZONE 2 IMPACTS
1 \ \ \\ ,--,
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\ S�p \ \y / / 43 \ / / VALVE 373 s .ft. 1,986 sq.fL
�\ / / / / /\/�/ /� — , I \ / / G.G, e. O.UO ac.
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BMP �J 1 — 60' `/ /� ZONE 1 IMPACTS ZONE 2 IMPACTS
' I
\ 1`� \ 1 .ft 14.241 327 sq.ft
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Cedar Rid e
Sta e
Stora e
Grass
Bioretention
area no.
Drainage
area
(sq ft
Drainage
area
ac )
Impervious
area
(sq ft
la
Rv
Reported
WQV
cu ft
WQV by
Simple
Method
cu ft
inlet
velocity
(fps)
1
18,700
0.43
1 5,400
0.29
0.310
693
483
4.32
2
60,300
1.38
35,500
0.59
0.580
2870
2,914
3.53
3
90,600
2.08
37,870
0.42
0.426
3210
3,218
4.99
4
24,400
0.56
16,800
0.69
0.670
1,588
1,362
4.99
5
84,500
1.94
26.959
0.32
0.337
2635
2.374
4.32
6
53,500
1.23
28,800
0.54
0.534
2338
2,383
4.32
7
31,400
0.72
9,600
0.31
0.325
938
851
3.95
8
43,100
0.99
9,100
0.21
0.240
1719
862
3.95
9
84.700
1.94
29,000
0.34
0.358
3080
2.528
4.99
10
82,900
1 1.90
17,500
0.21
1 0.240
1 1688
1 1,658
1 3.22
Bio Area
Sta e
Stora e
1
5
9
Elev
Area
Volume
Elev
Area
Volume
Elev
Area
Volume
383.75
575
343.75
2,300
373.75
2,640
384.75
810
693
344.75
2,970
2635
374.75
3,520
3080
385.25
905
429
345
3,200
771
375
4,130
956
1121
3406
4036
2
6
Elev
Area
Volume
Elev
Area
Volume
Elev
Area
Volume
380
2,450
353.75
1,975
347
1,250
381
3,290
2870
354.75
2,700
2338
348
2,125
1688
381.25
3,410
838
355
3,210
739
348.25
2,620
593
3708
3076
2281
3
7
Elev
Area
Volume
Elev
Area
Volume
346
2,880
373
700
347
3,540
3210
374
1,175
938
347.5
3,892
1858
374.25
1,425
325
5068
1263
4
8
Elev
Area
Volume
Elev
Area
Volume
438.75
960
371
1,410
440
1,580
1588
372
2,028
1719
440.25
1,860
430
372.25
2,210
530
2018
2249
0.473 _AC.
36
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W` 1 32 I I 33 I_�- _ I _ I� 1 r� /� / \ �a lug / / // / Q+
\ s h$ti / I �- I I {�vuJ -\ \ \ 60 / CONSTRUCTION SEQUENCE FOR INSTALLATION OF PIPE ACROSS CREEKS n!
4 �/' / 1. UPON RECIEPT OF THE GRADING PERMIT, INSTALL ROCK CHECK DAM UP
62
/ / / STREAM OF THE PIPE CROSSING TO DAM UP CREEK FLOWS. CONTRACTOR A
SHALL PUMP EXISTING CREEK FLOW AROUND CONSTRUCTION AREA.
P 2. INSTAL AL SILT FENCE AND TREE PROTECTION FENCE IN ACCORDANCE
r / F _ ` ` \ /SiS�.s]J- ��l // / - vAt r g \\, ,� WITH CONSTRUCTION SEQUENCE FOUND HERE ON.
g / 12 I �- _ -I 'r II i / / \ \ 1 / 34/ / \� 4 I �I I , \` - ��JJ // / \ _ - / F P h5 S 3. REMOVE AL VEGETATION AND TOPSOIL FROM THE AFFECTED AREAS.
4. REMOVE AND REPLACE ALL UNSUITABLE SUBGRADE MATERIAL AS
�\ DIRECTED BY NC PROFESSIONAL GEO TECHNICAL ENGINEER.
64 $o 'j R 5. INSTALL PIPE AS SPECIFIED ON PLANS IN ACCORDANCE WITH CITY OF
/ ` / RALEIGH STANDARDS AND SPECIFICATIONS.
/ w
6. UPON COMPLETION OF THE PIPE INSTALLATION BEGIN ADDING FILL
110, / / MATERIAL AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS.
/ // �j / 7. SEED AND STABILIZE SLOPES AND SHOULDERS UPON COMPLETION OF
(891 � � I I � ° H I i / 1 \ / / O // / EARTHWORK ACTIVITIES ADJACENT TO THE STREAM.
_ - \ / - _� _ I I II /i A \� / < T \3 52 / / /� /// yg/ / // / - %` , 8. COMPLETE THE INSTALAT10N OF ALL OTHER IMPROVEMENTS DIPICTED
ON THE APPROVED CONSTRUCTION DRAWINGS.
PROM=v _ _ 1 -/ / / x'7.34
(S81 / 14
` \IH 12� / \ \
1 r I I / 1 I \ I / \ � 1 \ Y \ / / / /\ / / / \ / / GENERAL CONSTRUCTION NOTES:
\� 1 I >/ / 1. ALL CONSTRUCTION SHALL CONFORM TO ALL CURRENT CITY OF RALEIGH, TOWN OF
\ 44 > \ \ / / / ROLESVILLE, WAKE COUNTY AND NCDOT STANDARD DETAILS AND SPECIFICATIONS.
\ 2. THE TOPOGRAPHY AND BOUNDARY SHOWN HERE ON WAS PROVIDED BY RICE AND
� \ �I � 1 \ \ � '•" I / �\ / � /\ fm, I ASSOCIATES. AIKEN AND YELLE ASSOCIATES, PA ASSUMES NO RESPONSIBILITY FOR ACCURACY
( 861 �\ / \ 6 I I 1 \ \ 1 \ \ \\ -�, / / /� / 1 / / _ \ / / \ \\ �-- - - - L ay/ / \ / / OF BOUNDARY, TOPOGRAPHY AND PHYSICALLY LOCATED FEATURES.
I\ - / �\� I \ /�� \ \ / 3. ANY DISTURBANCE OF MORE THAN 12,000 SF REQUIRES THE ISSUANCE OF A GRADING
/ / 43 PERMIT BY THE WAKE COUNTY INSPECTIONS DEPARTMENT.
L J IW� \ 1 / / /' _ 1 1 " �\ \ T / / / / / 4. ANY ROADWAY CROSSING OR ENCROACHMENT INTO THE NEUSE RIVER RIPARIAN BUFFER
(851 I I- W 41\ \ -1 \ / I / /f / ' / 1 \ \� \/ ' / / / WILL REQUIRE PERMITTING BY NC DWQ.
\ / / 1 T _ - _ \ \ I- \ \ \ / 1 6 / I \I / / I �� \ \ \ - / / / / / 5. ANY DISTURBANCE OF MORE THAN 0.10 AC OF WETLANDS WILL REQUIRE ISSUANCE OF A
m \ \ I \ \ / / / / /I I NH �_ - _� / NATION WIDE 39 PERMIT BY THE US ARMY CORP. OF ENGINEERS.
/ 6. A COMPLETE COORDINATE LISTING AND AUTOCAD RELEASE 14 DRAWING FILE ARE AVAILABLE
341 \ / I 1 m, \ \ 1 1 0 / \ 1 / / / \ ` - / / UPON REQUEST FROM THIS FIRM.
�\ I I II IIIII I 1 111 I _ �� \ \\ I �\\ \ e�� \ / �� I I X % \i/ ,,�`� I 1 -� _
/ \ I I I I 1 I �\\ I I 1 \�� I 7. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT D GRADING
I > � `L ACTIVITIES. CONTACT ULOCO AT 1- 800 - 632 -4949 FOR FIELD LOCATION OF UNDERGROUND
1 - UTILITIES.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING UTILITIES.
SU
IF DISCREPANCIES ARE FOUND CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY.
9. ALL GUTTER SHOWN WITHIN RIGHT -OF -WAY SHALL BE STANDARD 30" CURB AND GUTTER.
REFER TO SECTION DETAILS ON SHEET 2.
- - 10. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED ON PLANS.
44 \ / J_ 12. THE SLOPE EOF HANDICAP PARKING NG ISPACES RSHALL E NOT HEXCEED 11 /4 "TPER FOOT. HTHE
2
, RENmECr°R%i+AU \ - LATERAL SLOPE OF SIDEWALK SHALL NOT EXCEED 2 %.
/ a s or am / /' ` I I I III 1� \I� _� \ s \ /� \�\ \ \ % /Lf L/ l l/ 1 1 I� �I y- 13. UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF ASPHALT OR
/ /� (4421 RIN / xat� I(1 \8 1\ 1 �1�� \ \ \ 1 �� s ` X \ \ 1 \ \� \ \ - (lgtl/ 1 _ _ s� \ FINISHED SURFACE.
�'!` 14. ALL SANITARY SEWER SLOPES AND PIPE LENGTHS ARE COMPUTED FROM CENTER OF
p� \h / / \ \ / I 1 1 -4 \ \ \ w 1 1 \ `�,Q / / %/� /� I \ \ - _ - I -= MANHOLE TO CENTER OF MANHOLE.
X OEx �' I� 1 I�E\Py[t2 ° P2 � -r{ \\ \\ I \\ �YOR // / / �" \ \ _ - - �j� S' - - - 15. CONSTRUCT ALL SANITARY SEWER MANHOLES FLUSH TO FINAL PAVEMENT GRADE OR AS
/ / \ 1G _ _ SHOWN IN NON -PAVED AREAS.
�?��e� LW / (8 1 \ 1111115 .9rs \ 1 ,(` �\ \ / / / / / / NN - - - -
/ OOG \/ �/ I ,/ \\ \'�A \ I - 16. SEWER LATERALS TO BE PLACED AT A MINIMUM SLOPE OF 1% ON 4" LINES AND 0.5% ON
P ry � / / \ / 1 1 1 1111 1` \ \ ,8 � `� \ k \ \ \\ \\ \ ., = \� 1C �/ / / / / / \ - - - - 6" LINES. CLEANOUTS SHALL BE PLACED AT 50' INTERVALS AND AT BEND POINTS. ALL
\ J I CLEANOUTS IN PAVED AREAS SHALL BE APPROVED LOAD BEARING TYPE.
Q��•'0�/ / �/ \ \ / �\ I I I I 1 I 1 11 1 \ °°ra+ECS�wA \ \ \ \ \ \ \ \ \I _ / �\ (, I I r/ / - - 17. WATER MAINS SHALL HAVE A MINIMUM 3' OF COVER.
/ 18. CONSTRUCT ALL FIRE HYDRANTS WITH BASE FLANGE SIX INCHES ABOVE FINAL GRADE. SEE
�\ y COR DETAIL W -4
U. \ \ \� \� \ I \ + / / / / / /�� 19. THE CONTRACTOR IS RESPONSIBLE FOR INSURING POSITIVE DRAINAGE TO ALL STORM
/ \ I
\ ww \ \ - - / / /\ / STRUCTURES.
\\ \ 11C y L - / J /( / / / 20. ALL STORM WATER CONTROL MEASURES AND BMP MEASURES SHOWN HEREON SHALL BE
\ \ \ !r / 11 CONSTRUCTED IN ACCORDANCE WITH NCDENR AND CITY OF RALEIGH STANDARD SPECIFICATION
AND DETAILS.
H \ \ \\ \\ \ y-�rs y, - / / 21. SEED AL AREAS DISTURBED BY CONSTRUCTION, AND NOT INDICATED TO BE PAVED OR
PLANTED, UPON COMPLETION OF GRADING ACTIVITIES. USE REBEL 3 FESCUE IN ACCORDANCE
WITH SEEDING SCHEDULE ON DETAIL SHEETS.
5 � _= = _ / J 22. CONTRACTOR SHALL CLEAR AND GRUB ENTIRE R/W WITHIN 100' OF ALL INTERSECTIONS.
- - _ 23. THE Q100 BACKWATER ELEVATION FOR ALL CULVERTS DRAINING 4 OR MORE ACRES DOES
/ ' \ NOT OVERTOP THE ROADWAY.
/ �. 1(/ y I ,jp\\ \ �/r - �..��„�_ _ THIS PLAN COMPLIES WITH TOWN OF ROLESVILLE 24. CONTRACTOR SHALL MARK THE LIMITS OF THE NUESE RIPARIAN BUFFER WITH ORANGE TREE
3�A�f3 rz- 4� \ \ \1 \try Cy _ - PROTETION FENCE IF THERE IS ANY CONSTRCUT10N WITHIN 50 FEET OF THE EDGE OF THE
I I I \ / \ /�/ �C \ L .+✓szs rz- ? \ �� - STORM WATER ORDINANCE EFFECTIVE IN 2008 BUFFER.
.-,our 00 12
25. THERE ARE NO PROTECTED TRESS ON THIS SITE.
VACE
26. WATER METERS AND SEWER CLEANOUTS ARE NOT APPROVED TO BE INSTALLED IN
THIS PLAN COMPLIES WITH TOWN OF ROLESVILLE
II
N. V DRIVEWAYS OR SIDEWALKS
Q( 'C" � Z��R „�, \�i / - - \, RUI3 "i y6L) g02 I STORM WATER ORDINANCE EFFECTIVE IN 2009
PER SECTION 7.5. J. 2
PROPOSED IMPERVIOUS SURFACE 100
- ROADWAYS: 230,600 (5.29 AC) `
-LOTS: 117 x t3500SF/LOT= 409,500sf (9.40 AC) C
- SIDEWALK: 7999: LFx5 = 39,500 sf (0.91 AC)
TOTAL PROPOSED IMPERVIOUS SURFACE: 679,600 SF (15.60 AC)
PROPOSED % IMPERVIOUS: 15.60 AC / 70.07 AC= 22.27%
* LOT SF BASED ON 2200 SF FOOTPRINT, 1300 SF IN DECK, DRIVE AND SIDEWALK.
GRAPHIC SCALE
50 100 200
400
( Ri FEET )
1 inch = 100 ft-
SHEET 2D OF
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WAKE COUNTY CONSTRUCTION SEQUENCE
1. SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL
ENGINEER, GLENN JOHNSON. OBTAIN A LAND - DISTURBING PERMIT.
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE, TEMPORARY DIVERSIONS,
SILT FENCE, SEDIMENT BASINS OR OTHER MEASURES AS SHOWN
ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL
THESE DEVICES. SEED TEMPORARY DIVERSIONS, BERMS AND
BASINS IMMEDIATELY AFTER CONSTRUCTION.
3. CALL ENVIRONMENTAL ENGINNER (GLENN JOHNSON AT 856 -5706) FOR AN
ON SITE INSPECTION TO OBTAIN A CERTIFICATE OF COMPLIANCE.
4. NO CONSTRUCTION IS ALLOWED WITHOUT THE CERTIFICATE OF COMPLIANCE.
5. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH
GRADESITE
6. INSTALL STORM SEWER, IF SHOWN, AND PROTECT INLETS WITH BLOCK AND
GRAVEL INLET CONTROLS, SEDIMENT TRAPS OR OTHER APPROVED
MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION, BUILDING,
ETC.
7. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH
VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED
AREAS WITHIN THIRTY (30) DAYS OF COMPLETION OF ANY PHASE OF
CONSTRUCTION.
8. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED
CORRECTLY, CALL 856 -5706 FOR AN INSPECTION BY THE ENVIRONMENTAL
ENGINEER.
9. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE,
SEDIMENT BASINS, ETC., AND SEED OUT OR STABILIZE ANY RESULTING
BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES,
SUCH AS VELOCITY DISSIPATERS AND REMAINING STORM STRUCTURES
SUCH AS BIORETENTION ARIES, SHOULD NOW BE INSTALLED.
10. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE
INSPECTION BY THE ENVIRONMENTAL ENGINEER, GLENN JOHNSON (856 -5706)
TO OBTAIN A CERTIFICATE OF COMPLETION.
SEDIMENT BASIN DESIGN CHART
VIRGINIA WATERS DRIVE
BASIN #
BASIN #1
BASIN #2
BASIN #3
BASIN #4
BASIN #5
BASIN #6
BASIN #7
DRAINAGE AREA (ac.)
0.56
1.45
2.06
1.42
0.67
1.89
0.67
DENUDED AREA (ac.) (DNA)
0.37
1.26
1.41
0.72
0.54
1.45
0.54
REQUIRED STORAGE (1800 cf X DA)
1008
2610
2538
2556
1206
2600
1206
BASIN TOE DIMENSION (ft.)
34 x 5
26 x 6
13 x 11
53 X 7
13 x 6
53 x 7
13 x 6
BASIN TOP DIMENSION (ft.)
86 x 35
92 x 30
80 x 40
64 X 33
75 x 19
65 x 33
75 x 19
BASIN DEPTH (ft.)
3
3
3
3
3
3
3
STORAGE PROVIDED (cf)
3250
2900
3875
2600
1400
2600
1400
Q2 (0.5 x DA x 5.76) (cfs)
1.61
4.18
5.93
1.44*
1.93
5.44
1.93
Q10 (0.5 x DA x 7.22) (cfs)
2.02
5.23
7.44
2.95*
2.42
6.82
2.42
TRAPPING EFFICIENCY (Q10 x 435 sf /cfs)
880
2277
3235
1283
1052
2967
1052
BASIN SURFACE AREA PROVIDED (sf)
1200
2400
3275
1460
1200
3000
1200
WIER WIDTH (ft)
5' MIN
5' MIN
5' MIN
5' MIN
5' MIN
5' MIN
5' MIN
WEIR LENGTH REQUIRED (L= Q10/1.06)
1 1.91
4.94
7.02
2.78
2.28
7.02
2.28
IWEIR LENGTH
1 10' MIN
10' MIN
1 10' MIN
10' MIN
1 10' MIN
10' MIN
10' MIN
0.4734c. x \ l O
36 II
PERENNIAL STREAM �.
WETLAND ' ,�\ \ �' J /� 349 AA I
/� \\ --0.4.k3 AC.
0.394 AC 11 f / \\ 0.430 AC.
o
\yPG 66 90 _ -// I I / / -��4s - \30 \�-� \� - - -� // 0.451 AC. / // �� \
DOR , P G g2,yy / / I l / 4
P 8 / / 11 � I l / / / \ \
FF �9 Og. a,9 1\ // / l / 0.369 AC. - J \ I /
g 0 11y8 G R 3a4- / / / - -� / / / / _ - - .0 50� L _ 1 0`90 T � \
P\� // / / i �� �! ITT s� \ ��IJ `� �✓ / 0. 4.' A�/ 317
�r_ 1
370 ���
- 1A S I I I I l Ili 1'n
j�? ti
/ - 55 1 1 56 1 1o.34s Ac. / / 5 I I/ /7
// / \ oAC.1 1 0.345 AC. I / //0.347 A� X \� / / /J % �+��/ ^ ��
ILa 1 1 1 ICEDAR RI II SUBDIVISION / X ��
* INDICATES CALCULATION METHOD DIFFERENT THAN METHOD DESCRIBED // // / �/ I LO -4,*N
** INDICATES BASIN REQUIRES BAFFLES PER DTL 40.23 SHT 29 - / / / / �- - / I 1 J R c ED IN / / \ \ \ ,(�
/ � � t91 ' o�c s �1N�19A �, �.ot- l WAKE N REpS1j�Y \ 6
BASIN #1: USE CUSTOM BASIN PER DTL ON SHT 35 WITH SMH AS SHOWN ON SHT 14 _ _ // / / / � 17 R GIST -0.345 A
BASINS #2 -15. USE CUSTOM BASIN PER DTL ON SHT 35 / / I I/ / L / / �\ �
PLACE DIVERSION DITCH PER DTL. 40.33 SHT 35 - - - �/ / \ l RRB E / /
PLACE SILT FENCE PER DTL. 40.04 SHT 35 PERENNI s A /E
PLACE GRAVEL CONSTUCTION ENTRANCE PER DTL 40.02 SHT 35 - Ne�J �� / / _ \ EX BEA P D 0.345///
, ` x / \
N.R. E 1� P IAL ST�EEA! ♦ ♦` r(, Illy - �\ �� E BEAVER POND
- WETLAND
N.R R _ZON - 1 /�/ AA v
LXISTING l -'UNL, // // // // // / / j /�� �� /�- -_ -` ��\ \ c�1.07\
PERENNIAL STREAM � / �/ W
-
�.-Z6N -
E Ex % � \ \ ewrammow 1a ♦� � - \
� ZONE \ \\ •- - ` / - - - - •,. \ � \ \ � HcoHOE z, \ \ / \ \ \\
NRRB Z�E 1 '� \ / J - N�(NE -3
.R•g. - -- � // ./ / _ � I � - I \ \ � _ our. sit<s�� �� -�` ' .. - \ \\
37 EX BEAt/E�DAM -
EX O9A
RIM. I
ft 21)
OT tom' / _/ / /_ - - - -� \ \ - / / td' 0 ` ♦`` -� \ \ \ / \ /,
RIM: S / / / / / / / / - �� / / / / ��' 4.Q` i - \ \ \
i I rKo / // / � .rex�t / / / � / / � � � � \ � _ _ - - � � / / / / P o /� ♦ / \ � �J SsoH oae
'Mo
% � / \ \ ��� PEREN IAL STREAM
\ \ I �/ / /// �' ,� .`� WETLAND
WE A D / 1/ 1 ` / / \ \ \ - _ J / / / (yp P6RARY LOCAT19NS Rf ``
I / / 111 1111 11'1 �11 111111 111
6O I 1 ( // // / / / / / \ / \ , 1 1 1 I \ _ BE RELOCATEDBY OTHERS .Y♦
j 6 p I / / / /% AS NEEDED.
% % I \ _ �_ 11111 _ -�,��` %♦ I " \ - \ J -
_ ' -�' I // j/ / / / _ _ / ` \
EARTH AND STONE 1 \ ♦ _ _ _
I I I 0�9�9 QQSO'g$� I - / / /// ` `` III I I = - _ LEVEL SPREADER \ 1 \ `, -
1 CI`' yp0 C
0_• I I I I I �5 /� I I I
I I 8 � , II+ HI,
V. I l ( I \ \
I O� 1 , , \" I I I I � / // / I/ I ♦ C9 + 11 I 1 I 1
J�
T
o- Of -
� ���" ► I � 1 I I ' I I \` l� / - J \ �'I (� \� �I I I � II ,• � � -, � ,, 1 / �_� , / , , I I / _
EX. SSW !
I R TIONS TO ♦ \ \ 1 1 I 1 1 1 �\ /
I I I III 1 I 1 I I I \ 1 1 \ B C D ED.
N
AR TH ND N`�I
LS RED )
_ / / _ 1
4 / - / /
lwv 1 1 1 I - - /
I 1 II IIII I I I I I I III I I / �\ \ // / / �� �/ CIF RPg1 0
E\�Pv�6
gy,
(90) r�
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, III
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TRACT 3
/ o
\ \IIII °, l /� III (\ \ \ \ �,�� I 1 _ c�r�
/ % / / \ 2 / .34 ACRFIS / / � / �/ / / / / / GENERAL CONSTRUC110N NOTES:
(SS / / / �� 1 \ 1 1 \ \ I I I / / / / / \ \\ \ / / / / / // / / / / /�/ 1. ALL CONSTRUCTION SHALL CONFORM TO ALL CURRENT CITY OF RALEIGH, TOWN OF
\ \ III\ \ l R0 ESVILLE, WAKE COUNTY AND NCDOT STANDARD DETAILS AND SPECIFICATIONS.
2. THE TOPOGRAPHY AND BOUNDARY SHOWN HERE ON WAS PROVIDED BY RICE AND
\IIII, I, I1 II \� �` \ I /- I /
\ \ \ I I \ RIP \ \ �- - / \ \ \ ASSOCIATES. AIKEN AND YELLE ASSOCIATES, PA ASSUMES NO RESPONSIBILITY FOR ACCURACY
(87 / / / A �Il \ \ I I I I Y I I \ \ \ \ \ \ _ \ _ I / / / / / / / I - - \ \ 1 / ( 1 _ / ���/ / / OF BOUNDARY, TOPOGRAPHY AND PHYSICALLY LOCATED FEATURES.
111 \ \\ \ I I I I I / I \ `\'p \ / I I \ - - / / / 3. ANY DISTURBANCE OF MORE THAN 12,000 SF REQUIRES THE ISSUANCE OF A GRADING
m�I \ 1 �\ \ PERMIT BY THE WAKE COUNTY INSPECTIONS DEPARTMENT.
8. -1 (] IiES \ \ ) `fit \ \ \ \ \ _ \ \ / / / / / / / / / I I I I I \ \ \ �¢c� / / , 4. ANY ROADWAY CROSSING OR ENCROACHMENT INTO THE NEUSE RIVER RIPARIAN BUFFER
(861 / / / / u el \l�� \ \ / I 11` \ \ \ \ \\ \ _ \ / / / / / I I I \ \ \ - - - - - °/ CONSTRUCTION SEQUENCE FOR INSTALLATION OF PIPE ACROSS CREEKS WILL REQUIRE PERMITTING BY NC DWQ.
\ / / \ 1 I ! I I S2 \ \\ \ \� \\ l \ \ \ \ / / / / / / / / I I \ \ 5. ANY DISTURBANCE OF MORE THAN 0.10 AC OF WETLANDS WILL REQUIRE ISSUANCE OF A
/ / l 1 \ \ \\ _ - 6L I / / I I l \ \ \� / / / I 1. UPON RECIEPT OF THE GRADING PERMIT, INSTALL ROCK CHECK DAM UP NATION WIDE 39 PERMIT BY THE US ARMY CORP. OF ENGINEERS.
\ _ \ °� / -' / / / / A' STREAM OF THE PIPE CROSSING TO DAM UP CREEK FLOWS. CONTRACTOR 6. A COMPLETE COORDINATE LISTING AND AUTOCAD RELEASE 14 DRAWING FILE ARE AVAILABLE
v` \ \ \ \ \ \ \ / / / / - 1 I I \ \ / / / / SHALL PUMP EXISTING CREEK FLOW AROUND CONSTRUCTION AREA. UPON REQUEST FROM THIS FIRM.
(851 / / \\ I I I W m\ \moo \ \ \ I I \ \ - \ \ I ' / - I I \ \ L \ \ \ \ \ - - / / / / 2. INSTALL ALL SILT FENCE AND TREE PROTECTION FENCE IN ACCORDANCE 7. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF GRADING
\ / / / / / / \ \ I ) %I1 I \\ \ \ I \ I \ \ \ \ \ \ \ I I / I I I / / / I I I \ I� \ J WITH CONSTRUCTION SEQUENCE FOUND HERE ON.
\ \ / ACTIVITIES. CONTACT ULOCO AT 1 -800- 632 -4949 FOR FIELD LOCATION OF UNDERGROUND
UTILITIES.
3. REMOVE ALL VEGETATION AND TOPSOIL FROM THE AFFECTED AREAS. 8, CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING UTILITIES.
1 / 4. REMOVE AND REPLACE ALL UNSUITABLE SUBGRADE MATERIAL AS IF DISCREPANCIES ARE FOUND CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY.
34 / / / \ \ I I IIII l I III \ \ \ \ \\ I I I l \ \ \ �\ \ °\ \ \ \ ) I I I / / / / \ I I I ` \ \ - \ \ _ ` - - _ _ DIRECTED BY NC PROFESSIONAL GEO TECHNICAL ENGINEER. 9, ALL GUTTER SHOWN WITHIN RIGHT -OF -WAY SHALL BE STANDARD 30" CURB AND GUTTER.
/ FIRE T 5. INSTALL PIPE AS SPECIFIED ON PLANS IN ACCORDANCE WITH CITY OF REFER TO SECTION DETAILS ON SHEET 2.
RALEIGH STANDARDS AND SPECIFICATIONS.
ate, _ - - _ 10. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED ON PLANS.
rxanoeaeeosF \ \ \ \ I I I / / ' \ \ I \ \ \ \ \ - - _ _ - - - 6 MATERALLMASESHOWNFON THEPAPPROVEDACONSTRUCTION DRAWINGS. 12. THE SLOPEEOF HANDIICAP PARKNGISPACESRSHALLE OTHEXCEEDN /4 "TPER OOT.HTHE 2
31 / / II III III 1 �+\� /- \\ ! \ / , / \ // /// / / \ \ -
/ 7. SEED AND STABILIZE SLOPES AND SHOULDERS UPON COMPLETION OF LATERAL SLOPE OF SIDEWALK SHALL NOT EXCEED 2%.
EARTHWORK ACTIVITIES ADJACENT TO THE STREAM, 13. UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF ASPHALT OR
tf - • -i \ \. \ \ \\ \ \ \ \ / 8. COMPLETE THE INSTALLATION OF ALL OTHER IMPROVEMENTS DIPICTED FINISHED SURFACE.
\ \ \ \ 1 / / / / / \ \ - --
a � - \ '"' ON THE APPROVED CONSTRUCTION DRAWINGS. 14. ALL SANITARY SEWER SLOPES AND PIPE LENGTHS ARE COMPUTED FROM CENTER OF
I I i I I I I I \ \ f�re \ \ n \ \ \ \ \ \ \ 111 / / / / // / / l \ \ ' - - - �_ MANHOLE TO CENTER OF MANHOLE.
11 III 1 \ \ \ \ \ \ \ I J / / / / / l/ ` - - - _ - _ - 15. CONSTRUCT ALL SANITARY SEWER MANHOLES FLUSH TO FINAL PAVEMENT GRADE OR AS
/ m ^ _ J� / / / I I / _ _ - - - wv" SHOWN IN NON -PAVED AREAS.
/ ' 1� (4421, / (443) L I / I I III I I(i \g 1\ \� 1 � \ I 1 \ \ \ \ \ \ \ \ / / / // / J - - - �' - 16. SEWER LATERALS TO BE PLACED AT A MINIMUM SLOPE OF 1� ON 4" LINES AND 0.5� ON
I IIII
18-6) 1 \ \ ' `� \ \ \ / / I Ill ` - _ _ _ 6" LINES. CLEANOUTS SHALL BE PLACED AT 50' INTERVALS AND AT BEND POINTS. ALL
�Nh / / \ \ / I r I \� \ ��� \ \ \ \ w �` 1 \ \ \ \ I \ \ \ / / / / / // / \ \ _ - _ _ CLEANOUTS IN PAVED AREAS SHALL BE APPROVED LOAD BEARING TYPE.
LX / / 1 '� I I 1 I 1 �1" 2 7d CT 2 -1 \ _ - - - _ _ _ -_ -_ -
I � tx.ESat� \ I \ ` \ � � / / / // � 17. WATER MAINS SHALL HAVE A MINIMUM 3' OF COVER.
Q�gQ�R~ Et %16 I \ . / ♦ \ ♦. \ \ \ 1\ \ 1 \`P \ \ \ ` / / / // / / / I l NH \ 18. CONSTRUCT ALL FIRE HYDRANTS WITH BASE FLANGE SIX INCHES ABOVE FINAL GRADE. SEE
\ I '2200,% �( / / l // �� DENUDED AREA COR DETAIL W -4
\ i�Ye�o11 �♦ N ♦♦`� \ \ \ \ \ \ \ ` _ \ / / / / / / / \ \� - - _ - _ 19. THE CONTRACTOR IS RESPONSIBLE FOR INSURING POSITIVE DRAINAGE TO ALL STORM
Q o/ J III 1 !� / / 11 /// / / �_ -_ _ _ _ - - =7.0 ACRES STRUCTURES.
ar_,� -� \\ 20. ALL STORM WATER CONTROL MEASURES AND BMP MEASURES SHOWN HEREON SHALL BE
/ \ /
It I III _ ♦ \ \ \ \ \ - \ \ _ J / / / l / , ct� CONSTRUCTED IN ACCORDANCE WITH NCDENR AND CITY OF RALEIGH STANDARD SPECIFICATION
/\ y �,. \\ \ \ \ \� _ �i' �/ /�/ AND DETAILS.
/ / III \ ` / / / /// / 21. SEED ALL AREAS DISTURBED BY CONSTRUCTION, AND NOT INDICATED TO BE PAVED OR
/ / / PLANTED, UPON COMPLETION OF GRADING ACTIVITIES. USE REBEL 3 FESCUE IN ACCORDANCE
WITH SEEDING SCHEDULE ON DETAIL SHEETS.
i�
HmnwNT / i ��i ,:`u� \ \ \ \� - - \ ` - - / J/ l l / / / / �- \ o���o \� C14R� �i����i 22. CONTRACTOR SHALL CLEAR AND GRUB ENTIRE R/W WITHIN 100. OF ALL INTERSECTIONS.
23. THE Q100 BACKWATER ELEVATION FOR ALL CULVERTS DRAINING 4 OR MORE ACRES DOES
7,
Q��ss /Q� NOT OVERTOP THE ROADWAY.
24. CONTRACTOR SHALL MARK THE LIMITS OF THE NUESE RIPARIAN BUFFER WITH ORANGE TREE
SERE = PROTETION FENCE IF THERE IS ANY CONSTRCUTION WITHIN 50 FEET OF THE EDGE OF THE
- - = = BUFFER.
77 �� _ ���� _ - =- / 25. THERE ARE NO PROTECTED TRESS ON THIS SITE.
EX sswj
N/ / / / N: 31�A712 D 1 \ \ \lip, - -�
\ \ \ // / / �� \ \ \ \ \ / 1 _ /PUT 329.02 12'
�� %F r� 1 I �111h ` - _Z YRUM
2°`�R Ih ��I / - - \, RUBY,B or, 902
NOTE: ALL NEUSE RIVER AND CAPE FEAR RIVER BUFFERS SHOWN WITHIN
THE PROJECT LIMITS OR DIRECTLY ADJACENT TO THE PROJECT LIMITS
SHALL BE MARKED WITH ORANGE TREE PROTECTION FENCE OR SIMILIAR
DEVICE PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF COMPLIANCE.
24951 26. WATER METERS AND SEWER CLEANOUTS ARE NOT APPROVED TO BE INSTALLED IN
F DRIVEWAYS OR SIDEWALKS
/D
8-05-14
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft-
SHEET 3 OF
400
a
A
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m�:W
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o
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17'Irq A���
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SOIL & EROSION
CONTROL LEGEND
TF
TREE PROTECTION FENCE
�►
DIVERSION DITCH
STD. NO. 50.02
STD. NO. 40.33
=
TEMPROARY SILT FENCE
DROP INLET SEDIMENT FILTER
SF
COMBINATION SILT/
STD. NO. 40.11, 40.13
SFTF
TREE PROTECTION FENCE
INFRASTRUCTURE
,I
N
Z
WAKE COUNTY
CONSTRUCTION LIMITS
CUSTIOM BASIN
If)
O
CONSTRUCTION ENTRANCE
Y
W
0
STD. N0. 40.02
a
W
TEMPORARY TOPSOIL
H
i
STOCKPILE LOCATION
24951 26. WATER METERS AND SEWER CLEANOUTS ARE NOT APPROVED TO BE INSTALLED IN
F DRIVEWAYS OR SIDEWALKS
/D
8-05-14
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft-
SHEET 3 OF
400
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RO
COIR
CONTRACTOR ALLo °�/
REMOVE 12
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Ro LY
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390
380
370
360
350
340
330
D �
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VIRGINIA WATER DRIVE
STA 40 +96.18 - STA 33 +00
SCALE 1 " = 50'
VIRGINIA WATER DRIVE
STA 40 +96.18 - STA 33 +00
HORZ. SCALE 1" = 50' VERT. SCALE 1 " = 5'
C5
/ 32 +00
40 +00 39 +00 38 +00 37 +00 36 +00
35 +00
34 +00
I:sJ
'.0
Will
O
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03
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33 +00
360
350
340
330
320
0 +00
A'
A T TEN TION CON TRA C TORS
The Construction Contractor responsible for the extension of water
and sewer, as approved in these plans, is responsible for contacting
contacting the Public Utilities Department at 996 -4540 at
least twenty -four hours prior to beginning any of their construction.
Failure to notify the City Department 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 Job sitle 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.
GENERAL CONSTRUCTION NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO ALL CURRENT CITY OF RALEIGH, TOWN OF
ROLESVILLE, WAKE COUNTY AND NCDOT STANDARD DETAILS AND SPECIFICATIONS.
2. THE TOPOGRAPHY AND BOUNDARY SHOWN HERE ON WAS PROVIDED BY RICE AND
ASSOCIATES. AIKEN AND YELLE ASSOCIATES, PA ASSUMES NO RESPONSIBILITY FOR ACCURACY
OF BOUNDARY, TOPOGRAPHY AND PHYSICALLY LOCATED FEATURES.
3. ANY DISTURBANCE OF MORE THAN 12,000 SF REQUIRES THE ISSUANCE OF A GRADING
PERMIT BY THE WAKE COUNTY INSPECTIONS DEPARTMENT.
4. ANY ROADWAY CROSSING OR ENCROACHMENT INTO THE NEUSE RIVER RIPARIAN BUFFER
WILL REQUIRE PERMITTING BY NC DWQ.
5. ANY DISTURBANCE OF MORE THAN 0.10 AC OF WETLANDS WILL REQUIRE ISSUANCE OF A
NATION WIDE 39 PERMIT BY THE US ARMY CORP. OF ENGINEERS.
6. A COMPLETE COORDINATE LISTING AND AUTOCAD RELEASE 14 DRAWING FILE ARE AVAILABLE
UPON REQUEST FROM THIS FIRM.
7. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF GRADING
ACT`IVIT`IES. CONTACT ULOCO AT 1- 800 - 632 -4949 FOR FIELD LOCATION OF UNDERGROUND
UTILITIES.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING UTILITIES.
IF DISCREPANCIES ARE FOUND CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY.
9. ALL GUTTER SHOWN WITHIN RIGHT -OF -WAY SHALL BE STANDARD 30" CURB AND GUTTER.
REFER TO SECTION DETAILS ON SHEET 2.
10. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED ON PLANS.
11, ALL PAVEMENT ON SITE SHALL BE IN ACCORDANCE WITH SECTION DETAILS ON SHEET 2.
12. THE SLOPE OF HANDICAP PARKING SPACES SHALL NOT EXCEED 1/4" PER FOOT. THE
LATERAL SLOPE OF SIDEWALK SHALL NOT EXCEED 2X
13. UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF ASPHALT OR
FINISHED SURFACE.
14. ALL SANITARY SEWER SLOPES AND PIPE LENGTHS ARE COMPUTED FROM CENTER OF
MANHOLE TO CENTER OF MANHOLE.
15. CONSTRUCT ALL SANITARY SEWER MANHOLES FLUSH TO FINAL PAVEMENT GRADE OR AS
SHOWN IN NON -PAVED AREAS.
16. SEWER LATERALS TO BE PLACED AT A MINIMUM SLOPE OF 1% ON 4" LINES AND 0.5% ON
6" LINES. CLEANOUTS SHALL BE PLACED AT 50' INTERVALS AND AT BEND POINTS. ALL
CLEANOUTS IN PAVED AREAS SHALL BE APPROVED LOAD BEARING TYPE.
17. WATER MAINS SHALL HAVE A MINIMUM 3' OF COVER.
18. CONSTRUCT ALL FIRE HYDRANTS WITH BASE FLANGE SIX INCHES ABOVE FINAL GRADE. SEE
CDR DETAIL W -4
19. THE CONTRACTOR IS RESPONSIBLE FOR INSURING POSITIVE DRAINAGE TO ALL STORM
STRUCTURES.
20. ALL STORM WATER CONTROL MEASURES AND BMP MEASURES SHOWN HEREON SHALL BE
CONSTRUCTED IN ACCORDANCE WITH NCDENR AND CITY OF RALEIGH STANDARD SPECIFICATION
AND DETAILS.
21. SEED ALL AREAS DISTURBED BY CONSTRUCTION, AND NOT INDICATED TO BE PAVED OR
PLANTED, UPON COMPLETION OF GRADING ACTIVITIES. USE REBEL 3 FESCUE IN ACCORDANCE
WITH SEEDING SCHEDULE ON DETAIL SHEETS.
22. CONTRACTOR SHALL CLEAR AND GRUB ENTIRE R/W WITHIN 100' OF ALL INTERSECTIONS.
23. THE Q100 BACKWATER ELEVATION FOR ALL CULVERTS DRAINING 4 OR MORE ACRES DOES
NOT OVERTOP THE ROADWAY.
24. CONTRACTOR SHALL MARK THE LIMITS OF THE NUESE RIPARIAN BUFFER WITH ORANGE TREE
PROTETION FENCE IF THERE IS ANY CONSTRCUT10N WITHIN 50 FEET OF THE EDGE OF THE
BUFFER.
25. THERE ARE NO PROTECTED TRESS ON THIS SITE.
26. WATER METERS AND SEWER CLEANOUTS ARE NOT APPROVED TO BE INSTALLED IN
DRIVEWAYS OR SIDEWALKS
LINE TABLE
LINE
LENGTH
BEARING
L1
151.92
N82'09'54 "E
L2
36.30
N22'32'11 "E
L3
168.07
N01'39'37 "W
L4
108.91
N86'13'01 "W
EXISTING
98.62
N86'13'01 "W
L6
93.23
N75'18'29 "W
L7
70.96
N6638'46 "E
L8
142.77
N48'05'10 "E
L9
60.76
N66'09'31 "E
L10
209.42
GROUND
L11
132.37
N89'13'38 "W
L12
86.38
N41'O8'58 "W
L13
100.47
N06'38'09 "E
Ll 41
55.98
PVI STA = 35+18.85
L15
202.81
N00'05'42 "W
L16
-
N00'05'42 "W
L17
211.53
N40'08'35 "W
L18
39.57
N38'46'34 "W
L19
141.91
N46'40'41 "W
L20
PA ELEV = 374.41
N67'38'45 "W
L21
2.74
N32'06'55 "W
L22
51.45
N49'49'10 "W
L23
4.57
N7527'03 "E
L24
108.92
N30'01'25 "E
L25
87.14
N57'20'17 "E
A.D. _ -2.84
280.12
N04'34'11 "E
21.191
N5136'03 "E
42.30
C12
22.58
450.00
02'52'32"
11.29
S49'31'26 "W
22.58
C13
119.361
450.00
15'11'50"
K =35.16
S5833'36 "W
119.01
C14
U�
250.00
08'26'19"
18.44
N61'56'22 "E
36.79
C15
184.49
250.00
42'16'53"
96.67
N3634'46 "E
180.33
C16
139.89
700.00
r)
n
S21 '09'50"W
139.66
C17
131.70
700.00
10'46'47"
66.04
S32'l6'44 "W
131.50
C18
143.00
700.00
100.00' VC
71.75
S43- 31.16 "W
C19
514.70
735.00
40'07'21"
268.41
S16'16'42 "E
504.25
C20
209.691
300.00
40'02'53"
109.33
S20'07'09 "E
�
C21
50.53
609.43
04'45'02"
25.28
S31'35'12 "E
50.51
C22
41.37
300.00
07'54'07"
20.72
N42'43'38 "W
41.34
C23
175.85
250.00
40'18'03"
91.74
S47-29'43 "E
172.24
C) >
155.03
250.00
35'31'50"
80.10
N49'52'50 "W
152.56
C25
385.22
600.00
36'47'08"
199.51
N68'12'44 "W
378.63
N
185.63
600.00
17'43'34"
> W
S84'31'56 "W
184.89
C27
254.07
325.00
44.47'29"
133.93
S8222'1 9"E
247.65
C28
78.41
325.00
13'49'21"
O NM
so * QO
LO
oo
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/
W
130.00
14'45'57"
16.84
S49'57'1 7 "W
33.41
C30
148.78
152.80
55'47'15"
80.88
N29- 26.37 "E
142.97
C31
101.67
152.80
38'07'20"
52.80
S20'35'44 "W
99.80
C32
199.03
325.00
35'05'13"
102.74
N22'06'48 "E
195.93
C33
299.81
820.63
20'55'57"
151.59
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C34
100.00
820.63
06'58'54"
50.06
S6237'1 2 "E
99.94
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HEADWALL and
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(FOUNDATIONS:
8.0' WIDE x 2.3'
DEEP; SEE
SHEET 6 FOR
OP OF FOUNDATION
ELEVATION
i
40 +00 39 +00 38 +00 37 +00 36 +00
35 +00
34 +00
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A'
A T TEN TION CON TRA C TORS
The Construction Contractor responsible for the extension of water
and sewer, as approved in these plans, is responsible for contacting
contacting the Public Utilities Department at 996 -4540 at
least twenty -four hours prior to beginning any of their construction.
Failure to notify the City Department 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 Job sitle 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.
GENERAL CONSTRUCTION NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO ALL CURRENT CITY OF RALEIGH, TOWN OF
ROLESVILLE, WAKE COUNTY AND NCDOT STANDARD DETAILS AND SPECIFICATIONS.
2. THE TOPOGRAPHY AND BOUNDARY SHOWN HERE ON WAS PROVIDED BY RICE AND
ASSOCIATES. AIKEN AND YELLE ASSOCIATES, PA ASSUMES NO RESPONSIBILITY FOR ACCURACY
OF BOUNDARY, TOPOGRAPHY AND PHYSICALLY LOCATED FEATURES.
3. ANY DISTURBANCE OF MORE THAN 12,000 SF REQUIRES THE ISSUANCE OF A GRADING
PERMIT BY THE WAKE COUNTY INSPECTIONS DEPARTMENT.
4. ANY ROADWAY CROSSING OR ENCROACHMENT INTO THE NEUSE RIVER RIPARIAN BUFFER
WILL REQUIRE PERMITTING BY NC DWQ.
5. ANY DISTURBANCE OF MORE THAN 0.10 AC OF WETLANDS WILL REQUIRE ISSUANCE OF A
NATION WIDE 39 PERMIT BY THE US ARMY CORP. OF ENGINEERS.
6. A COMPLETE COORDINATE LISTING AND AUTOCAD RELEASE 14 DRAWING FILE ARE AVAILABLE
UPON REQUEST FROM THIS FIRM.
7. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF GRADING
ACT`IVIT`IES. CONTACT ULOCO AT 1- 800 - 632 -4949 FOR FIELD LOCATION OF UNDERGROUND
UTILITIES.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING UTILITIES.
IF DISCREPANCIES ARE FOUND CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY.
9. ALL GUTTER SHOWN WITHIN RIGHT -OF -WAY SHALL BE STANDARD 30" CURB AND GUTTER.
REFER TO SECTION DETAILS ON SHEET 2.
10. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED ON PLANS.
11, ALL PAVEMENT ON SITE SHALL BE IN ACCORDANCE WITH SECTION DETAILS ON SHEET 2.
12. THE SLOPE OF HANDICAP PARKING SPACES SHALL NOT EXCEED 1/4" PER FOOT. THE
LATERAL SLOPE OF SIDEWALK SHALL NOT EXCEED 2X
13. UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF ASPHALT OR
FINISHED SURFACE.
14. ALL SANITARY SEWER SLOPES AND PIPE LENGTHS ARE COMPUTED FROM CENTER OF
MANHOLE TO CENTER OF MANHOLE.
15. CONSTRUCT ALL SANITARY SEWER MANHOLES FLUSH TO FINAL PAVEMENT GRADE OR AS
SHOWN IN NON -PAVED AREAS.
16. SEWER LATERALS TO BE PLACED AT A MINIMUM SLOPE OF 1% ON 4" LINES AND 0.5% ON
6" LINES. CLEANOUTS SHALL BE PLACED AT 50' INTERVALS AND AT BEND POINTS. ALL
CLEANOUTS IN PAVED AREAS SHALL BE APPROVED LOAD BEARING TYPE.
17. WATER MAINS SHALL HAVE A MINIMUM 3' OF COVER.
18. CONSTRUCT ALL FIRE HYDRANTS WITH BASE FLANGE SIX INCHES ABOVE FINAL GRADE. SEE
CDR DETAIL W -4
19. THE CONTRACTOR IS RESPONSIBLE FOR INSURING POSITIVE DRAINAGE TO ALL STORM
STRUCTURES.
20. ALL STORM WATER CONTROL MEASURES AND BMP MEASURES SHOWN HEREON SHALL BE
CONSTRUCTED IN ACCORDANCE WITH NCDENR AND CITY OF RALEIGH STANDARD SPECIFICATION
AND DETAILS.
21. SEED ALL AREAS DISTURBED BY CONSTRUCTION, AND NOT INDICATED TO BE PAVED OR
PLANTED, UPON COMPLETION OF GRADING ACTIVITIES. USE REBEL 3 FESCUE IN ACCORDANCE
WITH SEEDING SCHEDULE ON DETAIL SHEETS.
22. CONTRACTOR SHALL CLEAR AND GRUB ENTIRE R/W WITHIN 100' OF ALL INTERSECTIONS.
23. THE Q100 BACKWATER ELEVATION FOR ALL CULVERTS DRAINING 4 OR MORE ACRES DOES
NOT OVERTOP THE ROADWAY.
24. CONTRACTOR SHALL MARK THE LIMITS OF THE NUESE RIPARIAN BUFFER WITH ORANGE TREE
PROTETION FENCE IF THERE IS ANY CONSTRCUT10N WITHIN 50 FEET OF THE EDGE OF THE
BUFFER.
25. THERE ARE NO PROTECTED TRESS ON THIS SITE.
26. WATER METERS AND SEWER CLEANOUTS ARE NOT APPROVED TO BE INSTALLED IN
DRIVEWAYS OR SIDEWALKS
LINE TABLE
LINE
LENGTH
BEARING
L1
151.92
N82'09'54 "E
L2
36.30
N22'32'11 "E
L3
168.07
N01'39'37 "W
L4
108.91
N86'13'01 "W
L5
98.62
N86'13'01 "W
L6
93.23
N75'18'29 "W
L7
70.96
N6638'46 "E
L8
142.77
N48'05'10 "E
L9
60.76
N66'09'31 "E
L10
209.42
N63'40'24 "W
L11
132.37
N89'13'38 "W
L12
86.38
N41'O8'58 "W
L13
100.47
N06'38'09 "E
Ll 41
55.98
N0346'59 "E
L15
202.81
N00'05'42 "W
L16
39.90
N00'05'42 "W
L17
211.53
N40'08'35 "W
L18
39.57
N38'46'34 "W
L19
141.91
N46'40'41 "W
L20
65.16
N67'38'45 "W
L21
2.74
N32'06'55 "W
L22
51.45
N49'49'10 "W
L23
4.57
N7527'03 "E
L24
108.92
N30'01'25 "E
L25
87.14
N57'20'17 "E
L26
280.12
N04'34'11 "E
R/W
[ ffll :l
CENTERLINE CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHRDDIST
C1
312.21
300.00
59'37'43"
171.91
N52'21'03 "E
298.31
C2
9.37
300.00
01'47'26"
4.69
N21'38'28 "E
9.37
C3
117.32
300.00
2224'23"
59.42
N0932'34 "E
116.57
C4
12.74
300.00
02'25'59"
6.37
S00'26'38 "E
12.74
C5
251.73
300.00
48'04'40"
133.81
S24'48'42 "W
244.41
C6
235.27
300.00
44'55'57"
124.06
S71'19'01 "W
229.28
C7
100.91
530.00
10*54'32"1
50.61
N80'45'45 "W
100.76
C8
143.20
570.00
14'23'40"
71.98
S82'30'1 9 "E
142.83
C9
235.29
570.00
23'39'05"
119.35
N78'28'18 "E
233.63
C10
69.43
345.00
11'31'50"
34.83
N60'52'51 "E
69.31
C11
42.33
345.00
07'01'46"
21.191
N5136'03 "E
42.30
C12
22.58
450.00
02'52'32"
11.29
S49'31'26 "W
22.58
C13
119.361
450.00
15'11'50"
60.03
S5833'36 "W
119.01
C14
36.82
250.00
08'26'19"
18.44
N61'56'22 "E
36.79
C15
184.49
250.00
42'16'53"
96.67
N3634'46 "E
180.33
C16
139.89
700.00
11'27'01"
70.18
S21 '09'50"W
139.66
C17
131.70
700.00
10'46'47"
66.04
S32'l6'44 "W
131.50
C18
143.00
700.00
11'42'18"
71.75
S43- 31.16 "W
142.75
C19
514.70
735.00
40'07'21"
268.41
S16'16'42 "E
504.25
C20
209.691
300.00
40'02'53"
109.33
S20'07'09 "E
205.45
C21
50.53
609.43
04'45'02"
25.28
S31'35'12 "E
50.51
C22
41.37
300.00
07'54'07"
20.72
N42'43'38 "W
41.34
C23
175.85
250.00
40'18'03"
91.74
S47-29'43 "E
172.24
C24
155.03
250.00
35'31'50"
80.10
N49'52'50 "W
152.56
C25
385.22
600.00
36'47'08"
199.51
N68'12'44 "W
378.63
C26
185.63
600.00
17'43'34"
93.56
S84'31'56 "W
184.89
C27
254.07
325.00
44.47'29"
133.93
S8222'1 9"E
247.65
C28
78.41
325.00
13'49'21"
39.39
S53'03'54 "E
78.22
C29
33.50
130.00
14'45'57"
16.84
S49'57'1 7 "W
33.41
C30
148.78
152.80
55'47'15"
80.88
N29- 26.37 "E
142.97
C31
101.67
152.80
38'07'20"
52.80
S20'35'44 "W
99.80
C32
199.03
325.00
35'05'13"
102.74
N22'06'48 "E
195.93
C33
299.81
820.63
20'55'57"
151.59
S48'39'47 "E
298.14
C34
100.00
820.63
06'58'54"
50.06
S6237'1 2 "E
99.94
O
K/ W
SECTION C -C ® BITUMIN ❑US CONCRETE
R/W A B C D E G ® AGGREGATE BASE COURSE
50' 35' 17,5' 15.0' 2 1/2' I -2 8' ABC 9.5' COMPACTED SUB GRADE
TYPICAL PUBLIC STREET
'Dc-'�/ 'D-T) C`Cr TTFIKI /NITC l
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 Utilites Handbook.
City of Raleigh
Public Utilites Department Permit Ill
Authorization to Construct
Date
0 +50 1 +00
VIRGINIA WATER DRIVE WESTERN CROSSING
CROSS SECTION A -A DETAIL
SCALE: V: 1"=6.67' H: 1"=20'
5
1 +50
A
SEAL
24951
G I NE
.UU A.
8-05-14
UTILITY SEPARATION:
1. WATER & SEWER MAINS:
a) MINIMUM LATERAL SEPARATON- 10'
b) SEPARATE DITCHES WITH 18" MIN. VERTICAL
SEPARATION.
2. WATER do STORM DRAIN LINES- 18" MIN VERTICAL
SEPARATION.
3. SANITARY SEWER & STORM DRAIN LINES- 24" MIN
VERTICAL SEPARATION.
4. MINIMUM COVER OVER WATER MAINS- 3.0'
5. MINIMUM COVER OVER SEWER MAINS:
- WITHIN TRAFFIC BEARING AREA- 5'
- WITHIN NON - TRAFFIC BEARING AREA- 3'
CITY OF RALEIGH
GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
lT N
0
SHEET 4 OF
r
a
GUARDRAIL PER i
NCDOT STANDARDS
W
GUARDRAIL PER
NCDOT STANDARDS
Q
f2;1 SLOPE MAX
�
"U 00
O
t-
b
O 63
TOP HEADWALL = 337.0
TOP HEADWALL = 338.0
•
awE-4
CROWN CONSPAN ARCH
Wi�.,�
INV 325.0
CREEK BED
6a�Cq
CZ
122 LF
25' x 10' CONSPAN ARCH
BY OTHERS
CZ
mZ0
INV 325.6
CREEK BED
DOWN STREAM g�
\ /��\ %\ /
Z
0 +50 1 +00
VIRGINIA WATER DRIVE WESTERN CROSSING
CROSS SECTION A -A DETAIL
SCALE: V: 1"=6.67' H: 1"=20'
5
1 +50
A
SEAL
24951
G I NE
.UU A.
8-05-14
UTILITY SEPARATION:
1. WATER & SEWER MAINS:
a) MINIMUM LATERAL SEPARATON- 10'
b) SEPARATE DITCHES WITH 18" MIN. VERTICAL
SEPARATION.
2. WATER do STORM DRAIN LINES- 18" MIN VERTICAL
SEPARATION.
3. SANITARY SEWER & STORM DRAIN LINES- 24" MIN
VERTICAL SEPARATION.
4. MINIMUM COVER OVER WATER MAINS- 3.0'
5. MINIMUM COVER OVER SEWER MAINS:
- WITHIN TRAFFIC BEARING AREA- 5'
- WITHIN NON - TRAFFIC BEARING AREA- 3'
CITY OF RALEIGH
GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
lT N
0
SHEET 4 OF
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410
U1Ill
390
380
370
3
v i
VIRGINIA WATER DRIVE
STA 33 +50 - STA 26 +00
SCALE 1 " = 40'
VIRGINIA WATER DRIVE
STA 33 +50 - STA 26 +00
HORZ. SCALE 1" = 40' VERT. SCALE 1 " = 4'
LINE TABLE
LINE
I LENGTH
BEARING
L1
151.92
N82'09'54 "E
L2
36.30
N2232'11 "E
L3
168.07
N01'39'37 "W
L4
108.91
N86'13'01 "W
L5
98.62
N86'13'01 "W
L6
93.23
N75'18'29 "W
L71
70.96
PVI
STA
27 +45
N48'05'10 "E
L9
60.76
N66'09'31 *E
L10
209.42
N63'40'24 "W
L11
132.37
N89'13'38 "W
L12
86.38
N41'O8'58 "W
L13
100.47
N06'38'09 "E
Ll 41
55.98
N0346'59 "E
L15
202.81
N00'05'42 "W
L16
39.90
N00'05'42 "W
L17
211.53
N40'08'35 "W
L18
39.57
PVI
ELE
= 393.50
N46'40'41 "W
L20
65.16
N67'38'45 "W
L21
2.74
N32'06'55 "W
L22
51.45
N49'49'10 "W
L23
4.57
N7527'03 "E
L24
108.92
N30'01'25 "E
L25
87.14
N57'20'17 "E
L26
280.12
N04'34'11 "E
21.19
N51'36'03 "E
42.30
C12
22.58
450.00
02'52'32"
11.29
S49'31'26 "W
K
30.19
119.36
450.00
15'11'50"
60.03
S5833'36 "W
119.01
C14
36.82
250.00
08'26'19"
18.44
N61'56'22 "E
36.79
C15
184.49
250.00
42'16'53"
96.67
N3634'46 "E
180.33
C16
139.89
700.00
11'27'01"
70.18
S21'09'50 "W
139.66
C1 71
131.70
700.00
10'46'47"
66.04
S32'16'44 "W
131.50
C18
143.00
700.00
o
71.75
S43'31'1 6 "W
142.75
C19
514.70
735.00
40'07'21"
268.41
S16'16'42 "E
504.25
C20
209.69
300.00
40'02'53"
109.33
S20'07'09 "E
205.45
C21
50.53
609.43
04'45'02"
25.28
S31'35'12 "E
50.51
C22
41.37
50
00' VC
20.72
N42'43'38 "W
41.34
C23
C�
0
40'18'03"
91.74
S47'29'43 "E
172.24
C24
155.03
250.00
35'31'50"
80.10
N49'52'50 "W
152.56
C25
385.22
600.00
36'47'08"
199.51
N68'12'44 "W
378.63
C26
185.63
600.00
17'43'34"
93.56
S84'31'56 "W
184.89
C27
254.07
325.00
44'47'29"
133.93
S8222'1 9"E
+
rn
78.41
325.00
13'49'21"
39.39
S53'03'54'E
78.22
C29
33.50
130.00
14'45'57"
16.84
S49'57'1 7 "W
33.41
C30
148.781
152.80
55'47'15"
80.88
N29'26'37 "E
142.97
C31
101.67
152.80
38'07'20"
52.80
S20'35'44 "W
99.80
C32
199.03
325.00
35'05'13"
N
N22'06'48 "E
195.93
C33
299.81
820.63
20'55'57"
151.59
S4839'47 "E
298.14
C34
100.00
820.63
06'58'54"
50.06
S62-37'1 2'E
99.94
(n
W
U
O
I�
>
>
w
VI STA = 29 +25.5
N
M
r
N
PVI ELEV = 385.70
°
N
w
/
0 0000
A.D. = 2.72
r-
rn
>
>
0 00
K= 30.00
N
M
m
m
O N 00
I
I
HIGH POI
1T ELEV = 383.36
LOW POINT ELEV
= 382.53
0)
�Q
04 "� � O
VC
EXISTI
G GROUND
>
w
w
w
HIGH
POINT
STA = 32 +47.42
LOW POINT STA
= 31 +47.71
�»
7-81.73'
_2•
m
PVI E
LEV = 384.43
PVI ELEV
= 382.13
L
A.D.
_ -5.98
A.D.
3.24
ED
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= 30.00
K =
30.00
u°�
+
000
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79.39' VC
97.32'
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ATION
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4 +00
33 +00
32 +00
31+00
30 +00
29 +00
28
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27
+00
26+
LINE TABLE
LINE
I LENGTH
BEARING
L1
151.92
N82'09'54 "E
L2
36.30
N2232'11 "E
L3
168.07
N01'39'37 "W
L4
108.91
N86'13'01 "W
L5
98.62
N86'13'01 "W
L6
93.23
N75'18'29 "W
L71
70.96
N6638'46 "E
L8
142.77
N48'05'10 "E
L9
60.76
N66'09'31 *E
L10
209.42
N63'40'24 "W
L11
132.37
N89'13'38 "W
L12
86.38
N41'O8'58 "W
L13
100.47
N06'38'09 "E
Ll 41
55.98
N0346'59 "E
L15
202.81
N00'05'42 "W
L16
39.90
N00'05'42 "W
L17
211.53
N40'08'35 "W
L18
39.57
N38'46'34 "W
L19
141.91
N46'40'41 "W
L20
65.16
N67'38'45 "W
L21
2.74
N32'06'55 "W
L22
51.45
N49'49'10 "W
L23
4.57
N7527'03 "E
L24
108.92
N30'01'25 "E
L25
87.14
N57'20'17 "E
L26
280.12
N04'34'11 "E
A T TEN TION CON TRA C TORS
CENTERLINE CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHRDDIST
C1
312.21
300.00
59'37'43"
171.91
N52'21'03 "E
298.31
C2
9.37
300.00
01'47'26"
4.69
N21'38'28 "E
9.37
C3
117.32
300.00
22'24'23"
59.42
N0932'34 "E
116.57
C4
12.74
300.00
02'25'59"
6.37
S00'26'38 "E
12.74
C5
251.73
300.00
48'04'40"
133.81
S24'48'42 "W
244.41
C6
235.27
300.00
44'55'57"
124.06
S71'19'01 "W
229.28
C7
100.91
530.00
10'54'32"
50.61
N80'45'45 "W
100.76
C8
143.20
570.00
14'23'40"
71.98
S82'30'1 9 "E
142.83
C9
235.29
570.00
23'39'05"
119.35
N78'28'18 "E
233.63
C10
69.43
345.00
11'31'50"
34.83
N60- 52'51'E
69.31
C11
42.331
345.00
07'01'46"
21.19
N51'36'03 "E
42.30
C12
22.58
450.00
02'52'32"
11.29
S49'31'26 "W
22.58
C13
119.36
450.00
15'11'50"
60.03
S5833'36 "W
119.01
C14
36.82
250.00
08'26'19"
18.44
N61'56'22 "E
36.79
C15
184.49
250.00
42'16'53"
96.67
N3634'46 "E
180.33
C16
139.89
700.00
11'27'01"
70.18
S21'09'50 "W
139.66
C1 71
131.70
700.00
10'46'47"
66.04
S32'16'44 "W
131.50
C18
143.00
700.00
11'42'18"
71.75
S43'31'1 6 "W
142.75
C19
514.70
735.00
40'07'21"
268.41
S16'16'42 "E
504.25
C20
209.69
300.00
40'02'53"
109.33
S20'07'09 "E
205.45
C21
50.53
609.43
04'45'02"
25.28
S31'35'12 "E
50.51
C22
41.37
300.00
07'54'07"
20.72
N42'43'38 "W
41.34
C23
175.85
250.00
40'18'03"
91.74
S47'29'43 "E
172.24
C24
155.03
250.00
35'31'50"
80.10
N49'52'50 "W
152.56
C25
385.22
600.00
36'47'08"
199.51
N68'12'44 "W
378.63
C26
185.63
600.00
17'43'34"
93.56
S84'31'56 "W
184.89
C27
254.07
325.00
44'47'29"
133.93
S8222'1 9"E
247.65
C28
78.41
325.00
13'49'21"
39.39
S53'03'54'E
78.22
C29
33.50
130.00
14'45'57"
16.84
S49'57'1 7 "W
33.41
C30
148.781
152.80
55'47'15"
80.88
N29'26'37 "E
142.97
C31
101.67
152.80
38'07'20"
52.80
S20'35'44 "W
99.80
C32
199.03
325.00
35'05'13"
102.74
N22'06'48 "E
195.93
C33
299.81
820.63
20'55'57"
151.59
S4839'47 "E
298.14
C34
100.00
820.63
06'58'54"
50.06
S62-37'1 2'E
99.94
The Construction Contractor responsible for the extension of water
and sewer, as approved in these plans, is responsible for contacting
contacting the Public Utilities Department at 996 -4540 at
least twenty -four hours prior to beginning any of their construction.
Failure to notify the City Department 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 Job site 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.
410
X4141
390
380
370
Ell
R/W
SEAL
24951
��� R A� �-
�✓i
8- 05 -14
R/W
SECTION C -C ® BITUMIN ❑US CONCRETE
R/W A B C D E G ® AGGREGATE BASE COURSE
50' 35' 17,5' 15.0' 2 1/2' I -2 8' ABC 9.5' COMPACTED SUB GRADE
TYPICAL PUBLIC STREET
35' B -B SECTI ❑N (NTS)
Public
Water Distribution /Extension Svstem
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 Utilites Handbook.
City of Raleigh
Public Utilites Department Permit #
Authorization to Construct
Date
UTILITY SEPARATION:
1. WATER & SEWER MAINS-
a) MINIMUM LATERAL SEPARATON- 10'
b) SEPARATE DITCHES NTH 18" MIN. VERTICAL
SEPARATION.
2. WATER & STORM DRAIN UNES- 18' MIN VERTICAL
SEPARATION.
3. SANITARY SEWER & STORM DRAIN UNES- 24' MIN
VERTICAL SEPARATION.
4. MINIMUM COVER OVER WATER MAINS- 3.0'
5. MINIMUM COVER OVER SEWER MAINS-
- WITHIN TRAFFIC BEARING AREA- V
- WITHIN NON - TRAFFIC BEARING AREA- 3'
CITY OF RALEIGH
GENERAL CONSTRUCTION NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO ALL CURRENT CITY OF RALEIGH, TOWN OF
ROLESVILLE, WAKE COUNTY AND NCDOT STANDARD DETAILS AND SPECIFICATIONS.
2. THE TOPOGRAPHY AND BOUNDARY SHOWN HERE ON WAS PROVIDED BY RICE AND
ASSOCIATES. AIKEN AND YELLE ASSOCIATES, PA ASSUMES NO RESPONSIBILITY FOR ACCURACY
OF BOUNDARY, TOPOGRAPHY AND PHYSICALLY LOCATED FEATURES.
3. ANY DISTURBANCE OF MORE THAN 12,000 SF REQUIRES THE ISSUANCE OF A GRADING
PERMIT BY THE WAKE COUNTY INSPECTIONS DEPARTMENT.
4. ANY ROADWAY CROSSING OR ENCROACHMENT INTO THE NEUSE RIVER RIPARIAN BUFFER
WILL REQUIRE PERMITTING BY NC DWQ.
5. ANY DISTURBANCE OF MORE THAN 0.10 AC OF WETLANDS WILL REQUIRE ISSUANCE OF A
NATION WIDE 39 PERMIT BY THE US ARMY CORP. OF ENGINEERS.
6. A COMPLETE COORDINATE LISTING AND AUTOCAD RELEASE 14 DRAWING FILE ARE AVAILABLE
UPON REQUEST FROM THIS FIRM.
7. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF GRADING
ACTIVITIES. CONTACT ULOCO AT 1 -800- 632 -4949 FOR FIELD LOCATION OF UNDERGROUND
UTILITIES.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING UTILITIES.
IF DISCREPANCIES ARE FOUND CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY.
9. ALL GUTTER SHOWN WITHIN RIGHT -OF -WAY SHALL BE STANDARD 30' CURB AND GUTTER.
REFER TO SECTION DETAILS ON SHEET 2.
10. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED ON PLANS.
11. ALL PAVEMENT ON SITE SHALL BE IN ACCORDANCE WITH SECTION DETAILS ON SHEET 2.
12, THE SLOPE OF HANDICAP PARKING SPACES SHALL NOT EXCEED 1/4" PER FOOT, THE
LATERAL SLOPE OF SIDEWALK SHALL NOT EXCEED 27.
13. UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF ASPHALT OR
FINISHED SURFACE.
14. ALL SANITARY SEWER SLOPES AND PIPE LENGTHS ARE COMPUTED FROM CENTER OF
MANHOLE TO CENTER OF MANHOLE.
15. CONSTRUCT ALL SANITARY SEWER MANHOLES FLUSH TO FINAL PAVEMENT GRADE OR AS
SHOWN IN NON -PAVED AREAS.
16. SEWER LATERALS TO BE PLACED AT A MINIMUM SLOPE OF 1% ON 4" LINES AND 0.5% ON
6" LINES. CLEANOUTS SHALL BE PLACED AT 50' INTERVALS AND AT BEND POINTS. ALL
CLEANOUTS IN PAVED AREAS SHALL BE APPROVED LOAD BEARING TYPE.
17. WATER MAINS SHALL HAVE A MINIMUM 3' OF COVER.
18. CONSTRUCT ALL FIRE HYDRANTS WITH BASE FLANGE SIX INCHES ABOVE FINAL GRADE. SEE
COR DETAIL W -4
19. THE CONTRACTOR IS RESPONSIBLE FOR INSURING POSITIVE DRAINAGE TO ALL STORM
STRUCTURES.
20. ALL STORM WATER CONTROL MEASURES AND BMP MEASURES SHOWN HEREON SHALL BE
CONSTRUCTED IN ACCORDANCE WITH NCDENR AND CITY OF RALEIGH STANDARD SPECIFICATION
AND DETAILS.
21. SEED ALL AREAS DISTURBED BY CONSTRUCTION, AND NOT INDICATED TO BE PAVED OR
PLANTED, UPON COMPLETION OF GRADING ACTIVITIES. USE REBEL 3 FESCUE IN ACCORDANCE
WITH SEEDING SCHEDULE ON DETAIL SHEETS.
22. CONTRACTOR SHALL CLEAR AND GRUB ENTIRE R/W WITHIN 100 OF ALL INTERSECTIONS.
23. THE Q100 BACKWATER ELEVATION FOR ALL CULVERTS DRAINING 4 OR MORE ACRES DOES
NOT OVERTOP THE ROADWAY.
24. CONTRACTOR SHALL MARK THE LIMITS OF THE NUESE RIPARIAN BUFFER WITH ORANGE TREE
PROTETION FENCE IF THERE IS ANY CONSTRCUTION WITHIN 50 FEET OF THE EDGE OF THE
BUFFER.
25. THERE ARE NO PROTECTED TRESS ON THIS SITE.
26. WATER METERS AND SEWER CLEANOUTS ARE NOT APPROVED TO BE INSTALLED IN
DRIVEWAYS OR SIDEWALKS
DATE
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
SHEET 5 OF
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111\X
410
400
39C
VIRGINIA WATER DRIVE
STA 26 +00 - STA 19 +00
SCALE 1 " = 40'
VIRGINIA WATER DRIVE
STA 26 +00 - STA 19 +00
HORZ. SCALE 1" = 40' VERT. SCALE 1 " = 4'
26 +00
25 +00
24 +00
23 +00
22 +00
21+00
20 +00
410
:16141
LINE TABLE
LINE
LENGTH
BEARING
L1
151.92
N82'09'54 "E
L2
36.30
N22'32'11 "E
L3
168.07
N01'39'37 "W
L4
108.91
N86'13'01 "W
L5
98.62
N86'13'01 "W
L6
93.23
N75'18'29 "W
L7
70.96
N66'38'46 "E
L8
142.77
N48'05'1 0 "E
L9
60.76
N66'09'31 'E
L10
209.42
N63'40'24 "W
L11
132.37
N89'13'38 "W
L12
86.38
N41'08'58 "W
L13
100.47
N0638'09 "E
L14
55.98
NO3'46'59 "E
L15
202.81
N00'05'42 "W
L16
39.90
N00'05'42 "W
L17
211.53
N40'08'35 "W
L18
39.57
N38'46'34 "W
L19
141.91
N46'40'41 "W
L20
65.16
N67'38'45 "W
L21
2.74
N32'06'55 "W
L22
51.45
N4949'10 "W
L23
4.57
N7527'03 "E
L241
0
N30'01'25 "E
L251
87.14
N57'20'1 7"E
L".
280.12
N04'34'11 "E
21.19
N51'36'03'E
42.30
C12
22.58
450.00
02'52'32"
x
S49'31'26 "W
22.58
C13
119.36
450.00
15'11'50"
60.03
S58'33'36 "W
119.01
C14
36.82
250.00
08'26'19"
18.44
to
Z
HIGH POINT E
EV = 398.12
250.00
42'16'53"
96.67
N3634'46 "E
180.33
C16
HIGH POINT E
EV = 398.63
11'27'01"
70.18
S21'09'50 "W
y
C17
HIGH POINT STA
= 25 +30.64
10'46'47"
66.04
S,32'1 6'44"W
LOW POINT ELE
= 395.83
143.00
HIGH POINT STA
= 21 +38.71
se
71.75
S43'31'1 6-W
142.75
_1
a
PVI ELEV
= 398.70
268.41
S16'16'42 "E
504.25
LOW POINT STA
= 23 +24.92
300.00
PVI ELEV
_ I
= 399.50
S20'07'09 "E
205.45
C21
,O
Z
A.D. _
-4.07
S31'35'12 "E
50.51
C22
PVI STA =
3 +04.76
07'54'07"
A.D. _
-4.77
41.34
C23
175.85
�
40'18'03"
K =
0.70
172.24
C24
155.03
PVI ELEV =
A.D.
395.25
4.15
80.10
K =
31.45
C25
385.22
PVI STA = 19
+55.04
v I
N68'12'44 "W
378.63
I
185.63
600.00
_
93.56
I
184.89
C27
254.07
325.00
PVI ELEV =
395.55
a
125.0
VC J
78.41
325.00
13'49'21"
K = 3
.12
78.22
150.0
VC
130.00
14'45'57"
A.D. _
zz
.03 C
w
C30
148.781
152.80
55'47'15"
I
125.00'
142.97
I
101.67
152.80
38'07'20"
52.80
K =4.74
a
VC
199.03
LL'1'
35*05'13"1
r
p� Cn
N22'06'48 "E
195.93
C33
299.811
820.63
J
151.59
S48'39'47 "E
298.14
C34
100.001
820.63
06-58'54"1
50.06
S62'37'1 2 "E
99.94
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,2�4 %
2 .037,
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35.01f
0.51%
12 DIP WL
15in. RC
12 DIP
144.
LF
WC
1,237
18 IN.
p
gn PV
SEPM
w
1
>_
C
p �Z
24"
MIN.
E PVC o
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Cn cn � LLI J
SEPE
ATION
TO GENOVE
U
A DR.
LLI w U m
> > w LLl
TO SEWER
SHEET 23
O Q > o > LLI
X
W
LLl > > > in
CD - Q
N
cV
O 00 (_0 F--
I I -X I Q
CV Ott Of
Ld
Of
LL_
26 +00
25 +00
24 +00
23 +00
22 +00
21+00
20 +00
410
:16141
LINE TABLE
LINE
LENGTH
BEARING
L1
151.92
N82'09'54 "E
L2
36.30
N22'32'11 "E
L3
168.07
N01'39'37 "W
L4
108.91
N86'13'01 "W
L5
98.62
N86'13'01 "W
L6
93.23
N75'18'29 "W
L7
70.96
N66'38'46 "E
L8
142.77
N48'05'1 0 "E
L9
60.76
N66'09'31 'E
L10
209.42
N63'40'24 "W
L11
132.37
N89'13'38 "W
L12
86.38
N41'08'58 "W
L13
100.47
N0638'09 "E
L14
55.98
NO3'46'59 "E
L15
202.81
N00'05'42 "W
L16
39.90
N00'05'42 "W
L17
211.53
N40'08'35 "W
L18
39.57
N38'46'34 "W
L19
141.91
N46'40'41 "W
L20
65.16
N67'38'45 "W
L21
2.74
N32'06'55 "W
L22
51.45
N4949'10 "W
L23
4.57
N7527'03 "E
L241
108.92
N30'01'25 "E
L251
87.14
N57'20'1 7"E
L".
280.12
N04'34'11 "E
CENTERLINE CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHRDDIST
C1
312.21
300.00
59'37'43"
171.91
N52'21'03 "E
298.31
C2
9.37
300.00
01'47'26"
4.69
N21 *38'28"E
9.37
C3
117.32
300.00
2224'23"
59.42
N09'32'34 "E
116.57
C4
12.74
300.00
02'25'59"
6.37
S00'26'38 "E
12.74
C51
251.73
300.00
48'04'40"
133.81
S24'48'42 "W
244.41
C6
235.27
300.00
44'55'57"
124.06
S71'19'01 "W
229.28
C7
100.91
530.00
10'54'32"
50.61
N80'45'45 "W
100.76
C8
143.20
570.00
14'23'40"
71.98
S82'30'1 9 "E
142.83
C9
235.29
570.00
23'39'05"
119.35
N7828'1 8'E
233.63
C10
69.43
345.00
11'31'50"
34.83
N60'52'51 "E
69.31
C11
42.33
345.00
07'01'46"
21.19
N51'36'03'E
42.30
C12
22.58
450.00
02'52'32"
11.29
S49'31'26 "W
22.58
C13
119.36
450.00
15'11'50"
60.03
S58'33'36 "W
119.01
C14
36.82
250.00
08'26'19"
18.44
N61'56'22 "E
36.79
C15
184.49
250.00
42'16'53"
96.67
N3634'46 "E
180.33
C16
139.89
700.00
11'27'01"
70.18
S21'09'50 "W
139.66
C17
131.70
700.00
10'46'47"
66.04
S,32'1 6'44"W
131.50
C18
143.00
700.00
11'42'18"
71.75
S43'31'1 6-W
142.75
C19
514.70
735.00
40'07'21"
268.41
S16'16'42 "E
504.25
C20
209.69
300.00
40'02'53"
109.33
S20'07'09 "E
205.45
C21
50.53
609.43
04'45'02"
25.28
S31'35'12 "E
50.51
C22
41.37
300.00
07'54'07"
20.72
N42*43'38"Wi
41.34
C23
175.85
250.00
40'18'03"
91.74
S47'29'43 "E
172.24
C24
155.03
250.00
35'31'50"
80.10
N49'52'50 "W
152.56
C25
385.22
600.00
36'47'08"
199.51
N68'12'44 "W
378.63
C26
185.63
600.00
17'43'34"
93.56
S84'31'56 "W
184.89
C27
254.07
325.00
44'47'29"
133.93
S82'22'1 9 "E
247.65
C28
78.41
325.00
13'49'21"
39.39
S53'03'54 "E
78.22
C29
33.50
130.00
14'45'57"
16.84
S4957'1 7"W
1 33.41
C30
148.781
152.80
55'47'15"
80.88
N2926'37'E
142.97
C31
101.67
152.80
38'07'20"
52.80
S20'35'44 "W
99.80
C32
199.03
325.00
35*05'13"1
102.74
N22'06'48 "E
195.93
C33
299.811
820.63
20-55'57"1
151.59
S48'39'47 "E
298.14
C34
100.001
820.63
06-58'54"1
50.06
S62'37'1 2 "E
99.94
A T TEN TION CON TRA C TORS
The Construction Contractor responsible for the extension of water
and sewer, as approved in these plans, is responsible for contacting
contacting the Public Utilities Department at 996 -4540 at
least twenty -four hours prior to beginning any of their construction.
Failure to notify the City Department 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 Job sitg 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.
R/W
SEAL
24951
GINS
8- 05 -14
R/W
SECTION C -C ® BITUMINOUS CONCRETE
R/W A B C D E G ® AGGREGATE BASE COURSE
50' 35' 17,5' 15.0' 2 1/2'1-2 8' ABC 9.5' COMPACTED SUB GRADE
TYPICAL PUBLIC STREET
35' B -B SECTI ❑N (NTS)
Public
Water Distribution /Extension Svstem
The City of Raleigh consents to the connection and extension of the
Citys 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 Citys Public Utilites Handbook.
City of Raleigh
Public Utilites Department Permit #
Authorization to Construct
Date
390 UTILITY SEPARATION:
1. WATER & SEWER MAINS:
a) MINIMUM LATERAL SEPARATON- 10'
b) SEPARATE DITCHES WITH 18' MIN. VERTICAL
SEPARATION.
2. WATER & STORM DRAIN LINES- 18' MIN VERTICAL
SEPARATION.
3. SANITARY SEWER & STORM DRAIN LINES- 24" MIN
VERTICAL SEPARATION.
4. MINIMUM COVER OVER WATER MAINS- 3.0'
5. MINIMUM COVER OVER SEWER MAINS-
- WITHIN TRAFFIC BEARING AREA- 5'
- WITHIN NON - TRAFFIC BEARING AREA- 3'
380
19 +00
CITY OF RALEIGH
4
GENERAL CONSTRUCTION NOTES:
1, ALL CONSTRUCTION SHALL CONFORM TO ALL CURRENT CITY OF RALEIGH, TOWN OF
ROLESVILLE, WAKE COUNTY AND NCDOT STANDARD DETAILS AND SPECIFICATIONS.
2. THE TOPOGRAPHY AND BOUNDARY SHOWN HERE ON WAS PROVIDED BY RICE AND
ASSOCIATES. AIKEN AND YELLE ASSOCIATES, PA ASSUMES NO RESPONSIBILITY FOR ACCURACY
OF BOUNDARY, TOPOGRAPHY AND PHYSICALLY LOCATED FEATURES.
3. ANY DISTURBANCE OF MORE THAN 12,000 SF REQUIRES THE ISSUANCE OF A GRADING
PERMIT BY THE WAKE COUNTY INSPECTIONS DEPARTMENT.
4. ANY ROADWAY CROSSING OR ENCROACHMENT INTO THE NEUSE RIVER RIPARIAN BUFFER
WILL REQUIRE PERMITTING BY NC DWQ.
5. ANY DISTURBANCE OF MORE THAN 0.10 AC OF WETLANDS WILL REQUIRE ISSUANCE OF A
NATION WIDE 39 PERMIT BY THE US ARMY CORP. OF ENGINEERS.
6. A COMPLETE COORDINATE LISTING AND AUTOCAD RELEASE 14 DRAWING FILE ARE AVAILABLE
UPON REQUEST FROM THIS FIRM.
7. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF GRADING
ACTIVITIES. CONTACT ULOCO AT 1- 800 - 632 -4949 FOR FIELD LOCATION OF UNDERGROUND
UTILITIES.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING UTILITIES.
IF DISCREPANCIES ARE FOUND CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY.
9. ALL GUTTER SHOWN WITHIN RIGHT -OF -WAY SHALL BE STANDARD 30' CURB AND GUTTER.
REFER TO SECTION DETAILS ON SHEET 2.
10. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED ON PLANS.
11. ALL PAVEMENT ON SITE SHALL BE IN ACCORDANCE WITH SECTION DETAILS ON SHEET 2.
12, THE SLOPE OF HANDICAP PARKING SPACES SHALL NOT EXCEED 1/4" PER FOOT. THE
LATERAL SLOPE OF SIDEWALK SHALL NOT EXCEED 2%
13. UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF ASPHALT OR
FINISHED SURFACE.
14. ALL SANITARY SEWER SLOPES AND PIPE LENGTHS ARE COMPUTED FROM CENTER OF
MANHOLE TO CENTER OF MANHOLE.
15. CONSTRUCT ALL SANITARY SEWER MANHOLES FLUSH TO FINAL PAVEMENT GRADE OR AS
SHOWN IN NON -PAVED AREAS.
16. SEWER LATERALS TO BE PLACED AT A MINIMUM SLOPE OF 1% ON 4" LINES AND 0.5% ON
6" LINES. CLEANOUTS SHALL BE PLACED AT 50' INTERVALS AND AT BEND POINTS. ALL
CLEANOUTS IN PAVED AREAS SHALL BE APPROVED LOAD BEARING TYPE.
17. WATER MAINS SHALL HAVE A MINIMUM 3' OF COVER.
18. CONSTRUCT ALL FIRE HYDRANTS WITH BASE FLANGE SIX INCHES ABOVE FINAL GRADE. SEE
COR DETAIL W -4
19. THE CONTRACTOR IS RESPONSIBLE FOR INSURING POSITIVE DRAINAGE TO ALL STORM
STRUCTURES.
20. ALL STORM WATER CONTROL MEASURES AND BMP MEASURES SHOWN HEREON SHALL BE
CONSTRUCTED IN ACCORDANCE WITH NCDENR AND CITY OF RALEIGH STANDARD SPECIFICATION
AND DETAILS.
21. SEED ALL AREAS DISTURBED BY CONSTRUCTION, AND NOT INDICATED TO BE PAVED OR
PLANTED, UPON COMPLETION OF GRADING ACTIVITIES. USE REBEL 3 FESCUE IN ACCORDANCE
WITH SEEDING SCHEDULE ON DETAIL SHEETS.
22. CONTRACTOR SHALL CLEAR AND GRUB ENTIRE R/W WITHIN 100' OF ALL INTERSECTIONS.
23. THE Q100 BACKWATER ELEVATION FOR ALL CULVERTS DRAINING 4 OR MORE ACRES DOES
NOT OVERTOP THE ROADWAY.
24. CONTRACTOR SHALL MARK THE LIMITS OF THE NUESE RIPARIAN BUFFER WITH ORANGE TREE
PROTETION FENCE IF THERE IS ANY CONSTRCUTION WITHIN 50 FEET OF THE EDGE OF THE
BUFFER.
25. THERE ARE NO PROTECTED TRESS ON THIS SITE.
26. WATER METERS AND SEWER CLEANOUTS ARE NOT APPROVED TO BE INSTALLED IN
DRIVEWAYS OR SIDEWALKS
DATE
GRAPHIC SCALE
mmmm- --
( IN FEET )
1 inch = 40 ft.
D
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380
we]
VIRGINIA WATER DRIVE
STA 19 +00 - STA 11+00
SCALE 1 " = 40'
F�
O
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Ir
7 1/
N
VIRGINIA
10 PUBLIC
SEAL
24951
GINS
VIRGINIA WATER DRIVE��
STA 19 +00 - STA 11+00 (7&8
" 05 -14
HORZ. S ALE 1" = 40 VERT. S ALE 1 = 4'
w
rY
°
II
o'
Ld
for the exter
sion of water
and sewer, as a
proved in these pla
s, is responsible far
contactina
contacting the
Public Utilities
Department at
996-454 at
least twenty -for
hours prior to b
ginning any of their
construction.
Failure to notif
N
in advance of
Q
>
result in the issua
ce of monetary fires,
and
require reinstalls
ion of any water or
sewer facilities not
inspected
as a result of this
notification failure.
N89'13'38 "W
L12
Failure to call
for Inspection, lnsf
lI a Downstream
Plug, have
a
on the Job site or
3:
of City of
Raleigh Stondords
will result in a
fine and Possible
Exclusion
from future work
in the City of Raleigh.
L17
211.53
N40'08'35 "W
L18
_
N38'46'34 "W
L19
141.91
N46'40'41 "W
L20
rim el 397.95
Q
°
2.74
N32'06'55 "W
L22
51.45
N49 *49'10 "W
L23
�N01
O
L24
108.92
\
L25
87.14
N57'20'1 7"E
L26
z
inv in 391.25
Z
Z
42.30
C12
22.58
� �
w
11.29
S49'31'26 "W
22.58
60" RCP
119.36
450.00
15'11'50"
60.03
S58'33'36 "W
119.01
C14
inv out 388.45
CK
08'26'19"
18.44
N61'56'22 "E
36.79
C15
184.49
250.00
42'16'53"
96.67
N3634'46 "E
370
C16
139.89
700.00
11'27'01"
70.18
w
139.66
>-
131.70
700.00
10'46'47"
66.04
S32'l6'44 "W
131.50
C181
143.00
700.00
11'42'18"
71.75
S43'31'1 6 "W
1 142.75
C19
514.70
735.00
w
268.41
O
O
C20
209.69
300.00
40'02'53"
109.33
S20'07'09 "E
205.45
C21
50.53
609.43
04'45'02"
25.28
S31'35'1 2 "E
50.51
C22
41.37
300.00
0
°
N42'43'38 "W
41.34
C23
175.85
250.00
40'18'03"
91.74
S47'29'43 "E
172.24
C24
155.03
250.00
35'31'50"
80.10
N49'52'50 "W
0
C25
410 0+
600.00
36'47'08"
199.51
N68'12'44 "W
378.63
C26
185.63
600.00
17'43'34"
93.56
S84'31'56 "W
184.89
C27
254.07
325.00
44'47'29"
z
N
rim
el 398.15 Q
78.41
325.00
13'49'21"
39.39
S53'03'54 "E
78.22
C29
33.50
130.00
14'45'57"
16.84
S49'57'1 7 "W
33.41
C30
148.78
152.80
55'47'15"
c/)
in
out 391.65 �
C31
101.67
152.80
38'07'20"
52.80
S2035'44 "W
99.80
C32
199.031
325.00
35-05"! 3"1
102.74
N22'06'48 "E
195.93
C33
299.811
x
w=
20'55'57"
151.59
S48'39'47'E
298.14
O
100,001
820.63
r
50.06
S62'37'1 2 "E
99.94
L`
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J
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L0 L0
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00
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00
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p
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PVI STA
16 +00
LOW POINT ST
= 13 +90.05
M NN
m NCB
N
N
z
m
U
EXISTI
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U
UNEZZ
PVI ELEV
= 392.00
PVI STA =
13 +52.24
00
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A
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A. D. _
-2.18
PVI ELEV
384.12
+0'`�1-
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Of A.D. =
8.88
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134.9LF
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9.
I
VERIFIED BY C
NTRACTOR390
'
5in. RCP
35.OLF
8q,
15in. R
P
I /
0.50%
A
/
EXISTING CATCH BASIN
18' IN
15in. RCP
18'
MIN.
O
/
r
SEPERATI
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SEP
RATION
/
/
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35.0
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k
0.51
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5.
/
GO
151n.
CP
in.
RCP
w
Q Q
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24" MIN.
__J
m
5
0.50
__ 0
w z
cn
SEPERATION
SEWER
�
w
cn
18" MIN.
15in.
RCP V
/ \EXISTING
A
STORM MA
HOLE
w
P
/
2
N
z p
O r
L w
Q
SEPERATION
If
X
� _
>
U >
Q
TIE 15" RCP
TO HEADWALL
IE
N
0 w
Q
J
Q
ISTING 15" RCP
X >
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380
LL.
XN
J
O0
p
=
r
66 If
.75%
EX SMH 109
m
15.
A
32.0 If
rim el 384.67
R/W
LINE TABLE
TTEN TION C
NTRACTORS
BEARING
L1
w
w
J
00 4
The Constructim
Contractor responsible
for the exter
sion of water
and sewer, as a
proved in these pla
s, is responsible far
contactina
contacting the
Public Utilities
Department at
996-454 at
least twenty -for
hours prior to b
ginning any of their
construction.
Failure to notif
the City Department
in advance of
beginning
construction, will
result in the issua
ce of monetary fires,
and
require reinstalls
ion of any water or
sewer facilities not
inspected
as a result of this
notification failure.
N89'13'38 "W
L12
Failure to call
for Inspection, lnsf
lI a Downstream
Plug, have
Permitted Plans
on the Job site or
any other Vlolotion
of City of
Raleigh Stondords
will result in a
fine and Possible
Exclusion
from future work
in the City of Raleigh.
L17
211.53
R/W
LINE TABLE
N I O I
N ~
L, J
BEARING
L1
w
w
J
00 4
LLJ
>
p
� >
L2
C
Q
F__
z
In'
CP
24" MIN. A
SEPERATION
TO SEWER
EXISTING GROUNDA
A
0.51 %
15in. RCP
inv 380.01
N86'l3'01 "W
L5
98.62
N86'13'01 "W
L6
93.23
N75'1B'29 "W
L71
> Imo'
X m> >
m
o
L8
142.77
N48'05'1 0 "E
L9
60.76
N66'09'31 "E
L10
209.42
N63'40'24 "W
L11
132.37
N89'13'38 "W
L12
86.38
N C'4
L13
100.47
N06'38'09 "E
A
55.98
NO3'46'59 "E
Ll 51
202.81
N00'05'42 "W
L16
39.90
N00'05'42 "W
L17
211.53
N40'08'35 "W
L18
_
N38'46'34 "W
L19
141.91
N46'40'41 "W
L20
65.16
N67'38'45 "W
L21
2.74
N32'06'55 "W
L22
51.45
N49 *49'10 "W
L23
�N01
O
L24
108.92
\
L25
87.14
N57'20'1 7"E
L26
280.12
N04'34'1 1 "E
21.19
N51-36'03'El
42.30
C12
22.58
� �
w
11.29
S49'31'26 "W
22.58
60" RCP
119.36
450.00
15'11'50"
60.03
S58'33'36 "W
119.01
C14
36.82
250.00
08'26'19"
18.44
N61'56'22 "E
36.79
C15
184.49
250.00
42'16'53"
96.67
N3634'46 "E
370
C16
139.89
700.00
11'27'01"
70.18
S21 *09'50"W
139.66
C17
131.70
700.00
10'46'47"
66.04
S32'l6'44 "W
131.50
C181
143.00
700.00
R/W
LINE TABLE
LINE
I LENGTH
BEARING
L1
151.92
N82'09'54 "E
L2
36.30
N22'32'11 "E
L3
168.07
N0139'37 "W
L4
108.91
N86'l3'01 "W
L5
98.62
N86'13'01 "W
L6
93.23
N75'1B'29 "W
L71
70.96
N66'38'46 "E
L8
142.77
N48'05'1 0 "E
L9
60.76
N66'09'31 "E
L10
209.42
N63'40'24 "W
L11
132.37
N89'13'38 "W
L12
86.38
N41'08'58 "W
L13
100.47
N06'38'09 "E
L14
55.98
NO3'46'59 "E
Ll 51
202.81
N00'05'42 "W
L16
39.90
N00'05'42 "W
L17
211.53
N40'08'35 "W
L18
39.57
N38'46'34 "W
L19
141.91
N46'40'41 "W
L20
65.16
N67'38'45 "W
L21
2.74
N32'06'55 "W
L22
51.45
N49 *49'10 "W
L23
4.57
N75'27'03 "E
L24
108.92
N30'01'25 "E
L25
87.14
N57'20'1 7"E
L26
280.12
N04'34'1 1 "E
CENTERLINE CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHRDDIST
C1
312.21
300.00
59'37'43"
171.91
N52'21'03 "E
298.31
C2
9.37
300.00
01'47'26"
4.69
N21'38'28 "E
9.37
C3
117.32
300.00
2224'23"
59.42
N09'32'34 "E
116.57
C4
12.74
300.00
02'25'59"
6.37
S00'26'38 "E
12.74
C5
251.73
300.00
48'04'40"
133.81
S24'48'42 "W
244.41
C6
235.27
300.00
44'55'57"
124.06
S71'19'01 "W
229.28
C7
100.91
530.00
10'54'32"
50.61
N80'45'45 "W
100.76
C8
143.20
570.00
14'23'40"
71.98
S82'30'1 9 "E
142.83
C9
235.29
570.00
23'39'05"
119.35
N7828'1 8"E
233.63
C10
69.43
345.00
11'31'50"
34.83
N60'52'51'E
69.31
C111
42.33
345.00
07'01'46"
21.19
N51-36'03'El
42.30
C12
22.58
450.00
02'52'32"
11.29
S49'31'26 "W
22.58
C13
119.36
450.00
15'11'50"
60.03
S58'33'36 "W
119.01
C14
36.82
250.00
08'26'19"
18.44
N61'56'22 "E
36.79
C15
184.49
250.00
42'16'53"
96.67
N3634'46 "E
180.33
C16
139.89
700.00
11'27'01"
70.18
S21 *09'50"W
139.66
C17
131.70
700.00
10'46'47"
66.04
S32'l6'44 "W
131.50
C181
143.00
700.00
11'42'18"
71.75
S43'31'1 6 "W
1 142.75
C19
514.70
735.00
40'07'21"
268.41
S1 6-16'42"E
504.25
C20
209.69
300.00
40'02'53"
109.33
S20'07'09 "E
205.45
C21
50.53
609.43
04'45'02"
25.28
S31'35'1 2 "E
50.51
C22
41.37
300.00
07'54'07"
20.72
N42'43'38 "W
41.34
C23
175.85
250.00
40'18'03"
91.74
S47'29'43 "E
172.24
C24
155.03
250.00
35'31'50"
80.10
N49'52'50 "W
152.56
C25
385.22
600.00
36'47'08"
199.51
N68'12'44 "W
378.63
C26
185.63
600.00
17'43'34"
93.56
S84'31'56 "W
184.89
C27
254.07
325.00
44'47'29"
133.93
S8222'1 9'E
247.65
C28
78.41
325.00
13'49'21"
39.39
S53'03'54 "E
78.22
C29
33.50
130.00
14'45'57"
16.84
S49'57'1 7 "W
33.41
C30
148.78
152.80
55'47'15"
80.88
N29'26'37 "E
142.97
C31
101.67
152.80
38'07'20"
52.80
S2035'44 "W
99.80
C32
199.031
325.00
35-05"! 3"1
102.74
N22'06'48 "E
195.93
C33
299.811
820.63
20'55'57"
151.59
S48'39'47'E
298.14
C34
100,001
820.63
06*58'54"1
50.06
S62'37'1 2 "E
99.94
R/W
SECTION C -C v ® BITUMINOUS CONCRETE
R/W A B C D E G � AGGREGATE BASE COURSE
50' 35' 17.5' 15.0' 2 1/2' I -2 8' ABC 9.5' COMPACTED SUB GRADE
a
Public
Water Distribution /Extension System
The City of Raleigh consents to the connection and extension of the
Citis 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 Utilites Handbook.
City of Raleigh
Public Utilites Department Permit #
Authorization to Construct
Date
UTILITY SEPARATION:
1. WATER & SEWER MAINS:
a) MINIMUM LATERAL SEPARATON- 10'
b) SEPARATE DITCHES WITH 18" MIN. VERTICAL
SEPARATION.
2. WATER & STORM DRAIN LINES- 18" MIN VERTICAL
SEPARATION.
3. SANITARY SEWER & STORM DRAIN LINES- 24" MIN
VERTICAL SEPARATION.
4. MINIMUM COVER OVER WATER MAINS- 3.0'
5. MINIMUM COVER OVER SEWER MAINS:
- WITHIN TRAFFIC BEARING AREA- 5'
- WITHIN NON - TRAFFIC BEARING AREA- 3'
TYPICAL PUBLIC STREET
35' B -B SECTI ❑N (NTS)
GENERAL CONSTRUCTION NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO ALL CURRENT CITY OF RALEIGH, TOWN OF
ROLESVILLE, WAKE COUNTY AND NCDOT STANDARD DETAILS AND SPECIFICATIONS.
2. THE TOPOGRAPHY AND BOUNDARY SHOWN HERE ON WAS PROVIDED BY RICE AND
ASSOCIATES. AIKEN AND YELLE ASSOCIATES, PA ASSUMES NO RESPONSIBILITY FOR ACCURACY
OF BOUNDARY, TOPOGRAPHY AND PHYSICALLY LOCATED FEATURES.
3. ANY DISTURBANCE OF MORE THAN 12,000 SF REQUIRES THE ISSUANCE OF A GRADING
PERMIT BY THE WAKE COUNTY INSPECTIONS DEPARTMENT.
4. ANY ROADWAY CROSSING OR ENCROACHMENT INTO THE NEUSE RIVER RIPARIAN BUFFER
WILL REQUIRE PERMITTING BY NC DWQ.
5. ANY DISTURBANCE OF MORE THAN 0.10 AC OF WETLANDS WILL REQUIRE ISSUANCE OF A
NATION WIDE 39 PERMIT BY THE US ARMY CORP. OF ENGINEERS.
6. A COMPLETE COORDINATE LISTING AND AUTOCAD RELEASE 14 DRAWING FILE ARE AVAILABLE
UPON REQUEST FROM THIS FIRM.
7. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF GRADING
ACTIVITIES. CONTACT ULOCO AT 1 -800- 632 -4949 FOR FIELD LOCATION OF UNDERGROUND
UTILITIES.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING UTILITIES.
IF DISCREPANCIES ARE FOUND CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY.
9. ALL GUTTER SHOWN WITHIN RIGHT -OF -WAY SHALL BE STANDARD 30" CURB AND GUTTER.
REFER TO SECTION DETAILS ON SHEET 2.
10. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED ON PLANS.
11. ALL PAVEMENT ON SITE SHALL BE IN ACCORDANCE WITH SECTION DETAILS ON SHEET 2.
12. THE SLOPE OF HANDICAP PARKING SPACES SHALL NOT EXCEED 1/4" PER FOOT. THE
LATERAL SLOPE OF SIDEWALK SHALL NOT EXCEED 2%
13. UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF ASPHALT OR
FINISHED SURFACE.
14. ALL SANITARY SEWER SLOPES AND PIPE LENGTHS ARE COMPUTED FROM CENTER OF
MANHOLE TO CENTER OF MANHOLE.
15. CONSTRUCT ALL SANITARY SEWER MANHOLES FLUSH TO FINAL PAVEMENT GRADE OR AS
SHOWN IN NON -PAVED AREAS.
16. SEWER LATERALS TO BE PLACED AT A MINIMUM SLOPE OF 1% ON 4" LINES AND 0.5% ON
6" LINES. CLEANOUTS SHALL BE PLACED AT 50' INTERVALS AND AT BEND POINTS. ALL
CLEANOUTS IN PAVED AREAS SHALL BE APPROVED LOAD BEARING TYPE.
17. WATER MAINS SHALL HAVE A MINIMUM 3' OF COVER.
18. CONSTRUCT ALL FIRE HYDRANTS WITH BASE FLANGE SIX INCHES ABOVE FINAL GRADE. SEE
CDR DETAIL W -4
19. THE CONTRACTOR IS RESPONSIBLE FOR INSURING POSITIVE DRAINAGE TO ALL STORM
STRUCTURES.
20. ALL STORM WATER CONTROL MEASURES AND BMP MEASURES SHOWN HEREON SHALL BE
CONSTRUCTED IN ACCORDANCE WITH NCDENR AND CITY OF RALEIGH STANDARD SPECIFICATION
AND DETAILS.
21. SEED ALL AREAS DISTURBED BY CONSTRUCTION, AND NOT INDICATED TO BE PAVED OR
PLANTED, UPON COMPLETION OF GRADING ACTIVITIES. USE REBEL 3 FESCUE IN ACCORDANCE
WITH SEEDING SCHEDULE ON DETAIL SHEETS.
22. CONTRACTOR SHALL CLEAR AND GRUB ENTIRE R/W WITHIN 100' OF ALL INTERSECTIONS.
23. THE Q100 BACKWATER ELEVATION FOR ALL CULVERTS DRAINING 4 OR MORE ACRES DOES
NOT OVERTOP THE ROADWAY.
24. CONTRACTOR SHALL MARK THE LIMITS OF THE NUESE RIPARIAN BUFFER WITH ORANGE TREE
PROTETION FENCE IF THERE IS ANY CONSTRCUT10N WITHIN 50 FEET OF THE EDGE OF THE
BUFFER.
25. THERE ARE NO PROTECTED TRESS ON THIS SITE.
26. WATER METERS AND SEWER CLEANOUTS ARE NOT APPROVED TO BE INSTALLED IN
DRIVEWAYS OR SIDEWALKS
19 +00 18 +00 17+00 16 +00 15 +00 14 +00 13 +00 12 +00 11+00 10 +00
CITY OF RALEIGH
4
DATE
GRAPHIC SCALE
■mmmm��
( IN FEET )
1 inch = 40 ft.
D
SHEET 7 OF
_-ta
a
WO
GUARDRAIL PER
+
�U
i`
b
NCDOT STANDARDS
00
m
90
GUARDRAIL PER
a
W
1
NCDOT STANDARDS
it
W
A C
a
Cb w
U)
p}q
I
m
2.5 ;1 SLOPE MAX
W
if)
O
Z
W
80
U
.N-.
Q
W
TW = 378.0
H
>
0!
TW = 374.5
U
CREEK BED
W
60" RCP PIPE
9 3.867..
N
A
0!
37
INV 371.17
�
REEK B
PIPE TO BE BURIED 10"
INV 368.17
0 +00 0 +30 0 +60 0 +90 1 +20 1 +50
B' VIRGINIA WATER DRIVE EASTERN CROSSING B DOWN STREAM
CROSS SECTION B -B DETAIL
SCALE: V: 1"=6.67' H: 1"=20'
19 +00 18 +00 17+00 16 +00 15 +00 14 +00 13 +00 12 +00 11+00 10 +00
CITY OF RALEIGH
4
DATE
GRAPHIC SCALE
■mmmm��
( IN FEET )
1 inch = 40 ft.
D
SHEET 7 OF
_-ta
a
WO
w
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APPROVED METHOD FOR EXTENSION IF VALVE BOX NOTE. I-. 2'x 6' CONCRETE
PAD REQUIRED ON ALL VALVES. MANHOLE FRAME AND COVER
NO PRECAST CONCRETE DOUGHNUT ALLOWED. THRUST COLLAR C,
4. C] COVER 120 LBS. MINIMUM
SEE STANDARD W-18
A 0
FOR COVER DETAILS
2'
'A 4.1 it
A,
6
T
NEW ASPHALT TYPE 1-2 0
STANDARD VALVE BOX 'MI •
EXISTING PAVEMENT 2' MINIMUM EXISTING PAVEMENT 62Xr-
TOP SECTION TO B 2 DOMESTIC
Ia 80 LBS. HEAVY WEIGHT CASTING •
I LLJ o CO3 rti
PCI PAVEMENT e::
I�A 23 /21 21' 10
EXISTING 0 -20 1/8 2 .1 1. 0
Lo (Do Cj CU I I W 0D V I:=
7, --1 1/21
SUBGRADE VALVE BOX UNDISTURBED SOIL -\
I 1XI B R
COVER I 00'00 CQ
SECTION C-C 2f J. UNDISTURBED SOIL 0
COMPACTED FILL 31 LLJ
VALVE
NOTES, Od
IN 6' LIFTS Od
Z BOX
T 1. COVER WEIGHT, 13 LBS 5%
cr _d
PIPE- LLJ USE 5' PIPE
o PA X SOIL P �D 2. LIDS TO BE COATED WITH
1 (2% 0
TENSIONS
_J BITUMINOUS COAL TAR COATING 0
zi; cvz
R U �:z ?4
Z TAMPED 3. HOLE SHALL BE FITTED WITH A e 2 3/4'
LL, 4
0 0
02
< BACKFILLI.'
METAL GROMMET CV
NOTES, 06
o
cu
__j -W 0
1. The pavement cut shall be defined by a straight edge ce > 14
C3 1. 0
preferably a machine saw cut. Pq ff , . 25 1/16 0
3' MIN. , �4 4 1 -1 F 0
2. The trench sub grade material shalt be backfItted 3' MIN. 'Y' BAR Q 23 11/16 z
CLEARANCE B >
with 1.8' 0 PRE-DRILLED HOLE r7/81 C
suitable Material and compacted to a density I-- - , 0 4)
o t least 95% of that obtained by compacting a B
f a ALV REINFORCING REQUIREMENTS
CI
sample of the material In accordance with AASHTO WATER 6'
T-99 as 0 0 Z. 2s modified by NCDEIT. 6. - W a r�.MAPM I U43� 1 11-1. U_� 'M W 7 1/2' 22• '0­4
3. The final 1' of fill shall. consist of ABC R6 .
MAIN A _u­ 4)
0 0 -d
material compacted to a density equal to 100% WA ER T T
STAB-IN C.I. OR THRUST COLLAR, AND THRUST SCHEDULE
of that comtalned by compacting a sample of the D.I. PIPE GASKET TAMPED'
material 10 z E S
In accordance with AASHTO T-80 as BACKFIL W. c%3 M
id� 1.0
modified by NCDOT. W, 5' 1.75' ch GO e r 4• 25 15/16'
4. The entire thickness/ vertical edge of cut F- is v - 0 NOTES- 33 -
shalt be tacked. U W 5 1/2­5 5/8' 1) VALVE BOX NOT TO CONTACT WATER METER 7.. ES MAIN
5. The same depth f pavement material which exists 2) ALL TRAFFIC CASTINGS MUST BE CLASS NOTES, LAGSHIELDS MAY ONLY BE USED
shalt be reinstalled, but In no case shalt 35 OR GREATER. 5/8'X3' LAGSHIELD IN HOLE
IN ROADWAY APPLICATIONS. DRILLED INTO CONE OR
T EXTENSION
'the asphalt be less than 2' 'thick, Ld �ilr 3) FOR ANY VALVES OVER 10' DEEP, A 19 11 1. SEE STANDARD DETAIL W-9 FOR THRUST BLOCK LOCATIONS. D
i!E VALVE STEM MUST BE USED TO
TO . - -- -- Od U3
6. The asphalt pavement material shall be W ISE 5 W BRING T AM DEPTH OF NO MORE THAN 5'. SECTION B-B P_ CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED, RING WITH ANCHOR SUNK TO
Installed and compacted thoroughly to z '�ag "6 DESIGN DEPTH, AND 5/8'X3'
BOX 4) TOTAL VALVE BOX WEIGHT- MINIMUM OF
achieve a In level patch. El 12 STANDARD VALVE BO 85 LBS. 3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER. HOT DIPPED GALVANIZED
City BOTTOM SECTION
7. Refer to f Raleigh standards for LLI ­
trenches and pipe bedding, W-3. U 4, TRENCH BOTTOM WIDTH IN VICINITY IF THRUST BLOCK INSTALLATION SHALL BE THE MINIMUM WIDTH LAG BOLT AND WASHER.
AS SHOWN ON STANDARD DETAIL W-3. ®R 9008 for additional details. CITY OF RALEIGH F_ CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH 5. BACKFILL TAMPED IN 6' LIFTS PER CITY OF RALEIGH 3) GVVM W&MMA CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES STANDARD DETAIL V-3. DEPARTMENT OF PUBLIC UTILITIES mm OF low UM DEPARTMENT OF PUBLIC UTILITIES
- & THRUST COLLAR MUST BE FACTORY CITY 13F RALEIGH w9mBe DDAVM
STANDARD ASPHALT 1 6 7/8-ir VALVE BOX INSTALLATION -17 5/8 WELDED ON BOTH SIDES ALONG BOTH THRUST BLOCKING DESIGN DATA DEPARTMENT OF PUBLIC UTILITIES 111M STANDARD MANHOLE COVER
STANDARD THRUST BLOCKING VIEWS 2 AND EXTENSION DETAIL I - R' TYP. WATER METER BOX DETAIL EDGES OF COLLAR AROUND CIRCUMFERENCE. FOR WATER MAINS STANDARD VERTICAL BEND caffoulMDOTM age AGOODILtom • PAVEMENT PATCH DETAIL 1 7�s 8'- . I - SECTION A-A Tam
REVISIONS !DATE !REVISIONS 1 DATE IDWG. NO.IREVISIONS !DATE REVISIONS DATE 101/4• -11 '10. REVISION REVISIONS DATE NO. REVISIONS ATE REVISIONS 1 DATE REVISIONS !DATE !REVISIONS !DATE REVISIONS I ATE DWG. NO. REVISIONS DATE REVISIONS 1 DATE
a:�e 1_9 W-25 D.W.C. RRI 1 13-31-UU RRH 1-21-00 1
I1_1_VV Y.C.A. RRH
I I 3-i-e7 1 RRH 13-31-00 03ho 3 1-871 DWG. NO. REVISIONS
W-2 RRH P-31-001 1 -7-99 W-17 D.W.C. 19-7-99 1A.B.B. I4-Iz)-U4 I1_J-J4 ABB 11-20-05 W-12 ABB 1 04, 1 1
I W-9 D.W.C. hWC, I W-7.
Ld (4
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Ld 5 go* 56,861 15 29 35 8 8 6 CORROSION RESISTANT MATERIAL NOTES,
luroa i. RUBBER, PLASTIC 1. CONCRETE SHALL NOT CONTACT Ld Lj
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0.
JOINT FITTINGS. z cu M
13 CITY OF RALEIGH REACTION BEARING AREAS ARE IN SQUARE FEET CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH LO CITY OF RALEIGH
MEA RED IN A VERTICAL PLANE IN THE - 2. SEE STANDARD REACTION BLOCK .6 �4
DEPARTMENT OF PUBLIC UTILITIES TRENCH SIDE AT AN ANGLE OF 961 TO THE THRUST DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES
& f7-- VECTOR. TABLES, W-10 AND W-11 FOR ZD Zo
STANDARD 3/4' USE 6' - 9CP BEND VALUE FOR HYDRANTS FOR THRUST BLOCKING DESIGN STANDARD WATER AIR SECTION A A STANDARD SLIP RESISTANT STANDARD THRUST BLOCK INSTALLATION AREA OF CONCRETE REQUIRED, 4' - 24' STANDARD TAPPING TEMPORARY WATER MAIN
WATER SERVICE INSTALLATION ADDITIONAL SAFETY FACTOR. QUANTITY TABLE RELEASE VALVE MANHOLE STEP DETAIL FOR VALVES AND DEAD END MAINS SLEEVE AND VALVE ASSEMBLY BLOW OFF ASSEMBLY
IDWG. NO.IREVISIONS !DATE 1REVISIONS 1 DATE NO.IREVISIONS !DATE !REVISIONS- 1 DATE IDWG. NO.IREVISIONS !DATE !REVISIONS 1 DATE - DWG. NO. REVISIONS I DATE REVISIONS REVISIONS !DATE !REVISIONS DATE DWG. NO. REVISIONS ::::::::�REVISIONS ATE I DWG. NO. REVISIONS DATE REVISIONS DATE
4-6-041 P-23-94 ABB 10-4-041 112-31-91 RRH 3-30-Oq Y.C.A. -le-vul D.W.C. i9-7-99 D.W.C. 111 -7-991 -21 D.W.C. 112-28-991 A.B.B. -12-04
W-23 W-10 W-19 RRH t -3t-on I
3-1-8 S-28 W-8 IW-14 RRH 3-31-00 1 1 1
71 RRH I 6-/-UU 1 1 6-92 1 I<I<H '3­33-UU W
E-4
3'
3'
-WEIR WALL
S1_ 8' DWHCP
TOP ELEVATION OF 1' OF RAINFALL CENTIEPEDE SOD
STAMM CA 1116E, RCP OP ELEVATION OF 1' OF RAINFALL CENTIPEDE SOD 25' FREEBOARD
FLOW 1' MAX PONDING DEPTH)K VA I (MIN.)
M NANHME 25
M NA*ELE
cffm
SLOPE, 0.5% SLOPE, 1/4 IN./FT. MIN. 1' FLOW 1' MAX P❑NDING DEPTIAM
M cam SLOPE, 1/4 IN. /FT. 2.5
SLOPED
V FFA= am-\ V PRECAST AM
\X�
SL❑PE11
20' PLANTING SOIL LAYER 0 2.0' PLANTING SOIL LAYER
imoK rH AMERICAN \N\
SA*% MR04i
.41 L
- f04 \\-�-GREEN P 300P • 7 T
NATIVE SOIL ❑t
.•8 EMBANKMENT 140. • CNU /\ PVC SOCK PIPE SOCK PIPE
A-4-- VIER WALL
x
ELS EMVATM
11 VIER WALL TOE DIMENSION
DIMENSION PER PLAN DRAWING(S) EXTENDS TO PER PLAN DRAWING(S)
_EL SEE MW
up FE=TMT CLEATS 10' MINIMUM OF BACK SLOPE
FEWMT ral" \ ,
NATEM& I" RCP
- - - - - - NORTH AMERICAN wSMH#57 PONDING DEPTH
PLASM ro GREEN P SECTION 13-13 (TYP.) PLANTING SOIL LAYER PLANTING SOIL LAYER
MIX, B5TO MIX- 85-88% SAND
- 8-12% FINES
68 C1N@j PMM �Itlllll 43 M #4
CC) 3 -5% ORGANIC
3 NTS 3-5% ORGANT •
WEEMR 2" FEW sA
let
SECTION 4' COIr. SLAB-' BIORETENTION AREA
0. SECTION 13-13 (TYP.)
0 3' SIZED PER VOLUME OF BYPASS DISCHARGE
4' CmWr- 1
am -TIE 10 NOTES FIRST INCH OF RUNOFF LINE WITH NAG P300 NTS
OF .4 6' TO STREAM BANK
L FJM TO ST1131111111TAILE FM ]INVEff
PIPE ELEVATIONS. #mug STM wo F" CON'VEYANCE SCALE
CROSS SECTION (TYP.) Cow. TOP OF BER
a CONCRETE SFECDMATM NO r4W. ENERGY DISSIPATOR WIDTH: 3'
•
CD sw M NW Ncwr PFJ= CMCKM ENERGY DISSIPATOR BIORETENTION AREA
SIZED PER VOLUME OF
.• SPECFMATU& 4' (W) X 8' (L) X 9" (D)
4' (W) X 8' (L) x 9" (D)
a 37111 R spownTlIm M z r 6" CLASS B RIP RAP FIRST INCH OF RUNOFF
A
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Lam- STMXMK rO ORIFICE wo \-ro MMM CD CD 1­4
2"13 3MM ELEVATION A-A ? Gt TOP OF BERM TOP OF BERM 1_4
IDTH: .3'
CONSTRUCTIDN DETAIL
Mil WIDTH ASS WEIR 0 ENERGY DISSIPATOR
STORM MANHOLE 15" R P 10 ' 3TH: 5' 6'
ELM
BYPASS STORM MANHOLES BYPASS DISCHARGE 2' (W) X 4' (L) X 9- (D) Of 6" CLASS B R P RAP
D)
LINE WITH NAG P300 C13
Wr 10 a" TO STREAM BANK
MIN WIDTH
STORM MANHOLE P 10,
• E-4
1 0\7) of BERM T� O
BIORETENTION AREA TO BE
PLAN VIEW (TYP.) COVERED WITH CENTlEPDE SOD
NTS
PLAN VIEW (TYP.) BIORETENTION AREA TO BE E­1
NTS COVERED WITH CENTIEPDE SOD
BIORETENTION AREA BIORETENTION AREA
WITH FLOW THROUGH CONVEYANCE WITH BYPASS CONVEYANCE
NTS 1­4
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*SIDEWALK TAPERS DOWN
5' BACK FROM DRIVEWAY
C
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DETAIL OF DRIVEWAY
2" DEEP SAW CUT
EXISTING DRIVEWAY
e PROPOSED DRIVEWAY PAVEMENT
PAVEMENT
METHOD OF TIE IN
WHEN EXISTING DRIVEWAY PAVEMENT IS CONCRETE,
SAW CUT 2" DEEP JOINT AT THE POINT OF TIE -IN.
SAW JOINT PERPENDICULAR TO EDGE OF EXISTING
DRIVEWAY PAVEMENT.
NOTES:
CONSTRUCT STANDARD SIDEWALK 5' WIDE AND
4" THICK UNLESS OTHERWISE DENOTED ON PLANS.
PLACE A GROOVE JOINT 1" DEEP WITH 1/8" RADII
IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 50'
INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED
WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
SEE STD. DWG. 848.05 FOR WHEELCHAIR RAMP LOCATION
REQUIREMENTS AND CONSTRUCTION GUIDELINES.
1 /8" RAD SURFACE OF
JOINT SEALER SIDEWALK
1/2" JOINT WIDTH_ JOINT FILLER
T = SIDEWALK THICKNESS
(SEE STD. 846.01)
TRANSVERSE EXPANSION JOINT T
IN SIDEWALK PLAN VIEW
/ 1x2" EXPANSION JOINT FILL h" WIDE x 1" DEEP GROOVED OR
SAWN JOINT WITH JOINT
BUILDING, / SEALING COMPOUND
WALL, ETC. 1�" RAD 1/g" RAD
// PROPOSED
CONCRETE PROP. C &G
SIDEWALK CONC. PAVEMENT
DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK
VARIABLE SEE SHEET 6" 2' -O
Ij
S)
2 OF 2 FOR DRIVEWAY GRADE
�I -
/ I_ DRIVEWAY TURNOU
BUILD THIS PORTION OF DRIVEWAY
PAVEMENT ONLY AT LOCATIONS
WHEN DIRECTED.
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a I1 GENERAL NOTES:
z W _ _ z W r GROOVED OR SAWN z
W Q !1%° m 02 0,31 02 0.25 m /.05 / •01 m /.11 /.07 Q W O !Li v PLACE CONTRACTION JOINTS AT 10 INTERVALS, EXCEPT THAT Q
° �D r JOINT WITH JOINT W
N � ¢ C D .02 •02 ° -.04 -.04 _ _ _ � � V C D A 15 SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN � V
:ii v' �D m :ii SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED SEALER JOINT SEALER O W
x ~ _q C ~ rr O6 00 x C ~' WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. „ �8" RAD. GUTTER
FN" p m 12 7rr 12 7 / .01 /•07 FOH V z m -1 0 -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. '.o. YB RAD. PAVEMENT SURFACE H C% z
J W J Z Q W - CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF SURFACE J z Q
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0.30 .01 .01 .02 0.25 04 -.05 - - - - PROPOSED o o o
R=1 WITH JOINT FILLER AND SEALER. °
I v a'° �'� SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO CURB & GUTTER PROP. rr
12" ° .05
�7-" 12rr ° .00 tr' / 02 / O8 ALL RIGID OBJECTS. JOINT PAVEMENT �I�
JOINT FILLER
LONGITUDINAL JOINT TRANSVERSE EXPANSION JOINT
IN CURB AND GUTTER
SECTION VIEWS OF SECTION VIEWS OF
THEFT 1 OF 2 SHEET 2 of 3 EXPRESSWAY GUTTER IN SUPER ELEVATION 2' -6" CURB AND GUTTER SUPERELEVATION RATES SHEET 2 of 3 SHEET 1 of 3 SECTION VIEW OF JOINTS SHEET 1 a
848.02
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2' DETECTABLE I- }
< . Z NING DOYE8 < Q N• Z "R B" A B
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` _ _ _ _ _ _ _ _ I - _ _ _ W Z ELEVATION CURB NIN. CURB CURB
- - - - - _ � _ - - GUTTER TRANSITION DROP TRANSITION
- i 7 {Y` Y - - - - - - - - -- - - -- JI - - - - -� O CURB
5� . � OP OF
m \\ \ \ /�� SIDEWALK PRO ABLE CURB W GUTTER
\\ PROPOSED DETECTABLE \ / ELEVATION _2L_ WARNING DOMES VARIABLE SLOPES NOT
\\ _ _ WARNING DDNES \ O TO EXCEED 12:1 (8.33%)
SECTION A -A p d SECTION A -A
N ISOMETRIC VIEW -- -- co ISOMETRIC VIEW
O� m n^ ¢N� m
z II O z
PAVEMENT
/ 3 "I - -�
4. T• "I
ROADWAY PAVEMENT
DESIRABLE DRIVEWAY GRADES
BERM
A B 5' -0" 5' -0" 5' -0"
* +2% GRADE WHEN *+2% GRADE WHEN THIS
THIS IS SIDEWALK IS SIDEWALK LOCATION R
LOCATION +15% OR PLATTE-
+15% OR Fl AFTER- -
+8% OR FLATTER - _ -
2% OR FLATTER -8% OR FLATTER - -
15$ OR FLATTER -
*SIDEWALK LOCATION
(DO NOT PLACE SIDEWALK ON
BERMS LESS THAN 6' WIDE.)
DESIRABLE OR MAXIMUM DRIVEWAY GRADES
BERM
WIDTH
A
B
DIST.
GRADE
DIST.
GRADE
8' OR LESS
5' -0"
+2%*
2' -6"
+5%
8' OR LESS
2' -0"
+6%
5' -6"
+2%
10'
4' -0"
+4%
5' -6"
+2 %*
12' & OVER
4' -6"
+4%
7' -0"
+2%*
MAXIMUM DRIVEWAY GRADES
BERM
A B 5' -0" 5' -0" , -
* +2% GRADE WHEN *+2% GRADE WHEN THIS
THIS IS SIDEWALK IS SIDEWALK LOCATION
LOCATION
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IDEWAL I�
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NOTES:
1. DETECTABLE WARNING DOMES SHALL COVER 2' -0" LENGTH AND r��i r II I I
FULL WIDTH OF THE RAMP FLOOR AS SHOWN ON THE DETAILS. II I I
I� A
O,
Z < Q
N 3 =
W: O
Z x
NOTES:
1. DETECTABLE WARNING DOMES SHALL COVER 2' -0" LENGTH AND FULL WIDTH OF THE
v (A
2. OBTAIN 70% CONTRAST VISIBILITY WITH ADJOINING SURFACE,
EITHER LIGHT -ON -DANK, OR DANK -ON -LIGHT SEQUENCE II 1 T 1
`"1
m CD
RAMP FLOOR AS SHOWN ON THE DETAILS.
2. OBTAIN 70% CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT -ON -DARK,
H m
\
COVERING THE ENTIRE RAMP.
W J
m -1
OR DARK -ON -LIGHT SEQUENCE COVERING THE ENTIRE RAMP.
B'
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7.3'
6.5' **
A
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RAMP WIDTH AREA IS VARIABLE a_ 1 w
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0= a
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13.0'
2 1/2' I -2
6' ABC
9.5'
45'
26' 13.0'
10.5'
2 1/2' I -2
6' ABC
9.5'
31' RESIDENTIAL STREET
STRINGUNE REFERENCE
STD. # 20.33
9!B 15N 15k4' NOTE! ALL LATE VALVES �. IECFiY'11CJIL JOINT
6"w a FLANCED ST4ALL BE PLAM ON AN TEE'WfWEIJL WC
9d BE 901 BAB OF SACRETE. _
LENGTH m BE DETERMINED
N FQD
RECHWICAL. MINT END WJREIGA. LLO
mms
I. FIRE HYORyNTS SRVLL BE R4NTRED RED.
2 BOMNETS SHALL BE PNN11D IN A,CCOWLVA+CF 4ATI7 THE GALLONA' PER MI14TTF_ F1CWI`
< 4851onr RED BONNET
4W$ 900"w _ OIZWOE BONNET
TA00- 1,418- . ORANGE BONNET
a1,5007v BLUE BONNET
3. OPERxTNC NUTS ON PRIVATE HMRANTS 9•IALL BE PA)NIID RED.
CRERATMG NUT$ ON WDEWS CONNEOTEO TO PVQU(: WIC, 12- OR Lwl;cdt
SHILL BE PANTED BLACK
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SHALL BE PANTED SILVER-
STANDARD FIRE HYDRANT
w/ 5" STORZ PUMPER NOZZLE
TOWN OF ROLESVILLE DETAIL
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< 4851onr RED BONNET
4W$ 900"w _ OIZWOE BONNET
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STANDARD FIRE HYDRANT
w/ 5" STORZ PUMPER NOZZLE
TOWN OF ROLESVILLE DETAIL
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STD. NO. 20.01
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O GENERAL NOTES: Z v z GRATE PER CITY STANDARDS
m FRA.IE GRATE AND HOOD O m °
O� BA.CIC OF MRS SEE STD. NO. 840.09 USE CLASS "B" CONCRETE THROUGHOUT. O O� S•� to USE ST NO. 30.13 OR 30.14 r- i FOR REPAIR OF SILT
'-' 1 r } EXPANSION JOINTS r } ,J� x
<, X PROVIDE ALL CATCH BASINS OVER W -8" IN DEPTH WITH STEPS 12" Q <, Q
M H z " ON CENTER. USE STEPS WHICH COMPLY WITH STD. ORANiNG 890.66. Q Q < H z , Q m V v FENCE FAILURES, USE
!/) O zrx >2 O e' E-{ Zr= �' zQi� a �s"� No. 57 WASHED STONE
D FHCx TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR 04 BAR DOWELS AT Cx, FHT70y ¢xO Ji���w ago I 8' MAX. FOR ANCHOR WHEN SILT
m Z T = Y Y 12" CENTERS AS DIRECTED BY THE ENGINEER. LL J fl r Z m O 1 N4 BARS 'N" 6" B" STD. 840.03 FRAME, U J d'-' Z ° k' - RI m ^ «m
HH �mD o _ - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. OOy2 FHZ��D EQUAL P / O°x �wSwyoi $oF VARIABLE AS DIRECTED BY THE ENGINEER FENCE IS PROTECTING cLj
�' O y7o ° "p A ° IF REINFORCED CONCRETE PIPE I$ SET IN BOTTOM $LAB OF BOX, A00 TO SLAB W ¢ Z LL - �' O yy ° j -11•x" j" -11•x" BRATE &HOOD 2,00 Z �1 �t73� �w� <� m CATCH BASIN.
x �TZDm �, As sxowx ax sr0. x0. 640. DO. rU¢O� x Z m FU <0c a- <x < m� 1i 1"1
_ o° m is T D 3„ Q W�3i Nm rd ot�i
x DO° O Bx B 8" x USE TYPE "E', "F" AND "0" GRATES UNLESS OTHERWISE INDICATED. F r - 2 0 0 0 Q r '< <"' Z z w V
? ~' ° H T - - - - a °' FOR W -0" IN HEIGHT OR LESS USE 6" WAILS AND BOTTOM SLAB. OVER N r LL J ?'-' O r T i / Tn r Iy O J V2' PLASTER B•_0, m w a�a QQ o m O
c3 - p t7 m ¢° a zw,�iVVV1wN «atl'b'
°2 Z 8' -0' TO 18' -0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST C', Oo) O = ;z R _ w R ° N oOx x TREE PROTECTION AREA
`i D " c " J:v QUANTITIES ACCORDINGLY. ' o
{ rD�-I V - o CONSTRUCT WITH PIPE CROWNS WATCHING. z r> H D V 1 i _ PLAN 8, -O,• z .:5:
w MIN. 12 -1 /2 GA.
y 0 PLAN ° c o 8" SEE NOTE CHAMFER ALL EXPOSED CORNERS 1 ". D• O CAI L "' D-'-' N W DO NOT ENTER INTERMEDIATE
Z ° X " Q Z < u CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES Q ° J m < MIN. 10 GA. WIRES
SECTION X -X oRAwING NUT To SCALE. a u m zirc LINE WIRES
TOP ELEVATIOX TOP ¢ W LLJ `V
= ELEV. W" 8' NININLM, OVER B' BEEP, z-� _ SI FEN E F RIC
m USE ON FLAT EXPANSION JOINT 0, rc U IN TA TO ECO
GRADES 2A; AND UNDER IB' MINIMUM UP m 6' > I
m m m °.
TOP ELEVATION FRQ/ TfP OF CURB. % - -_ w yr
O. °
STEPS STD. N0. 840.88 - -� • a I
SEE STO.NO. 890.m STEPS - STD. NO. 890.88. - S 3,_O„ _ DEPRESSED BUTTER LINE ` < LLI GRADE 004
A EXPANSION JOINT I 3 -0 'i ^ o III III- IIII 3 LL 1
6 r6 TOP ELEVATION - - - - - -
�� PLAN OF TOP SLAB SECTION S -S F ao DO
Z �� _ _ A o Z ELEVATION o IIIL '_^ N3 �t I
C' o �a --'-. E. LL M 0 NORMAL CURB AND GUTTER ON LIGHT GRADES W N VIII rc "� >� <W J WARNING SIGN (SEE RIGHT) a °�
J �.: B �' 3800 PSI CONCRETE _��
Z I••I _ C7 y Z w C7 y o m - �x rcY STEEL POST
C7 y av E-� Z Q W ci y NORMAL GUTTER LINE Z .4 W • • • •° " • • " " ° • •' , •, ° • • • •° L.L 4 ® V ) °t NO ENTIRE, ZONA DE PROTECCI6N
N 9 = x ° 9 = m - u °< " WOVEN HARE FABRIC a i•L •+
e ° m LL N EXPANSION JOINT d u _Z
6 0 8 i 3 w 6" E NB "W" BARS N4 BM 8' TOP Q
M EA 8" C e" � m CO � VIII.
SECTION Y -Y Q a � o. = X �'w SILT FENCE GEOTEXTILE FABRIC
m Z ° D O F S m Z @4 EQUAL SPACES USE ON GRADES OVER 2b ELEV. ¢ = 1�4' -4' w m IIARS "V" 01, _ a = o DE �RBELD Y VEGETAC16N � o
RISER HT. O � v _ -- o 10 W >" �- FRONT VIEW �FZ4
ci D VMIES ¢ Q m Li D ER LINE ¢ a w € �_ �, V
_ >.�' DEPRESSED BUTT
T)1 a 70y'0: "....,Q ,.... s m 10" 8,_O,• ° o FILL SLOPE 1.1
J? -1 v J W. M T31 � � EXPANSION JOINT C% N T m ° III ti DII W
m - - o.'. ° ¢ a 1 ° h " -i r -o" ¢ I SPANISH WARNING SIGN DETAIL /� A
= O v T - z W x ; O v Wa BARS "u" 1 J'2„ z W x DES: ° I _ 3 O a
T SECTION J -J Q Q o ICI \HLOIN 'NUR ,Z£ 11J i CSI
e' �i
= D WHERE 80^ TO 88" PIPE IS USED o ° v s ° r ~ r v = x DOWEL ELEVATION r f r U FOR 24' RCP &LARGER USE io TEw - I° > 3
:ov ° ° SEE NOTE SECTION M -M O W D SECTION R -R NORMAL CURB AND GUTTER ON STEEP GRADES O W Tm$ 11111 _ 11�II a_
PIPE DIAMETER PLUS 12' FOR a P� ;_ _ S.N ao• W
v W F4 WHERE 42" TO 54" PIPE IS USED 2 �' N W w = �. N - -III I 11111= W n GRADE 0 O Cl
m a z MIERE 30" TO 36" PIPE IS USED DO V m a z DO V r MINIMUM INSIDE DIMENSION. a IS I ,9Z j° O � i'ly z
y O RISER HT. H Z y O MINIMUM m]FJI8IOM9 AND QUANTITIES FOR CONCRETE CATCH M9IM(B,lREO BX MIX. MIGHT, 8, WITH MB RINGS) * M Z ��w IIII N 'y LLJ
H VARIES °': o'. J DIMENSIONS OF BOX ANO PIPE COVER W.YDS. CONC. IN BO% OEDOCTIONS J 2 24 X 24 CASTING W TH e O M
Z o J J _ _ . -, G -.Z T A
- OVER SKIRT
00
H
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DIMENSION = �
Z PIPE SPAN WIDTH WIOTII SPAN MIN. HEIGHT BARB U BARS -V BARS W TOTAL TOP BOTTOM TOT' ONE PIPE (,'} 4 0 £ M J
w 7°D D A e H SLAB 10.77° C.M. R.C. W V 15' 6 18' PIPE, 24' X 36' < ° ^ W ,j�
Q G E F NO. LENGTH N0. LENGTH N0. LENGTH LB3. SLAB „_� 6" MIN. COVER TREE PROTECTION ARE
a 12" W -0" 2' -2" W -3" 0.295 0.]72 0.016 0.026 CASTING USED WITH 24' PIPE iv v m to CID
,5" 3' 2' -2" D.236 D.629 D. D29 D.098 4 DO NOT ENTER '�' o U.1i r-L w
PUBLIC R/W CASTING MUST BE ANCHOR SKIRT AS A7 4 ,--1
�A�; ... . °I A DR LARGER. IF PLACED WITHIN
1B" 3' -0" 2' -2" 9' -9" 0.2% 0.86] 0.039 0.043 ✓, 4.4 •� 1
u" s' -o" z' -z" s' -s" 0.235 1.w, 0.0% 0.085 III ¢ DIRECTED BY ENGINEER * T�
F ' °' 30" 3' -0" 2' -2" W -4" 4' -3" V -2" 4'-0' 4 ,' -s° 2 3' -8" 3 9' -8" 39 CAM 0.92, 1.439 0.082 0.127 TRAFF C BEARING TYPE PER a R
I
'.i NCDOT STANDARD ,(
" se" a' -o" z' -z" a' -10^ +' -M" 1' -8" 4' -0" 4 1' -11^ a 3' -9" 3 3' -9" 4a 0.161 0.969 1.7,9 0.162 0.176 S• III u �o �
MERE 42" TO 59" PIPE IS USED C .U: ; m 42" W -0" 2' -2" 4' -5" V -3" 1' -5" W 2" 4 V -8" 2 2' -11" 9 2' -11" S2 0.112 o.318 1.]98 0.180 0.243 III V Qu c:
.^ 4B" 3' -0" 2' -2" s' - °" s' -s" 2' -0" V -2" 4 2' -9" 3 V -,7' 3 2' -11" M 0.146 0.352 2.052 °.23s 0.317 3) USE 4' X 4' X 8' OR 4' X 8' X SIDE VIEW
DETAIL SHOWING METHOD R x Z NOTES: WARNING SIGN DETAIL
s+" 3' -0" 2' -2" 5' -7" W -9" 2' -7" W -2" 4 V -10" 5 V -11" 3 2' -11" 41 0.180 0.366 2.367 o. zTn 0.40, 16' SOLID CONCRETE BLOCK. CAST c
"84002 OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2 HEET 2 OF 2 SHEET 2 OF 2 - I1 =<i RISER HA8 .228 WBIC YARDS OF CONCRETE PER FGOT HEIGHT ° ° ° IN PLACE OR PRECAST CONCRETE TO .�$ Q WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
840.02 840.02 840.02 : a ; : MEET N.C.D.O.T. STANDARDS LETTERS ARE TO BE 3' HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED•
v z v z ACCEPTABLE. IIII (� SIGNS SHALL BE PLACED AT 150' MAXIMUM INTERVALS.
MITI O CO v rTT O CO) p < <$ PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER,
F> 2 %" �> 4) FOR STEP REQUIREMENT) SEE NOTE �W ZG m NOTE: FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA,
<�z 43" NOTE: USE TYPE "E ", "F" AND "G' GRATE c Q3 <, Z DETAIL SHOWING TYPES OF GRATES FE 2 ON STANDARD N0. 30.01 0 m1i g6"i; ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC•
7 2' -11 �$' -USE SILT FENCE ONLY WHEN DRAINAGE AREA
DJy O°�J UNLESS OTHERWISE NOTED. P� P �¢x� �yoy USE ACCORDING TO WATER FLOW. 1Y1 �¢�o �� 9�am DOES NOT EXCEED 1/4 ACRE AND NEVER IN MAINTAIN TREE PROTECTON FENCE THROOUGHOUT DURATION OF PROJECT,
m O T 11 LL J a ° z m O T 1 B LL J a z 'o AREAS OF CONCENTRATED FLOW ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS•
oz D B W ° y x z D ° 6 g < PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER,
? T D m Q ¢ W x = T D m TYPE "G" TYPE "E" TYPE "F" p A W ¢ ¢ LL x 3•-8• CITY OF RALEIGH N W `� CITY OF RALEIGH -END OF SILT FENCE NEEDS TO BE TURNED UPHILL II
z rc3 0 1" rc3 o D
7D 2 2 ¢ IV'H Z >o - 97/8" ¢ I.7 z °
= O o o Q r = O o o �a Q r �1NIAL lJ/�Ei1B100 aPAR11ENF w z PUBLIC WORKS DEPARTMENT J
N N Do zw z..vrT ,X rx zW r m
rn r LL O J c) ° on r LL o J r-4' tuTe 7 au WN or A d � F � = REVISIONS DATE 7/3/- DRAW BI JTB
0 s z o o SECTION - LL SECTION - 1R ¢ O ¢ 0 M z ¢ O'--' ¢ 1n o �/
T
• D D o o - z • H D D ->- WATER FLOW ->- SAG WATER FLOW 97/6„ z rn STANDARD ,� i z xDP a -o4-ot
A oo A ALIGN FRAME WITH INSIDE 1�U" rH rn .� 1:5 °w�x� JT T 6 Q7 STANDARD TEMPORARY
08 0o FIXEOF WALL ADUSTME r-- W° wN� N SILT FENCE STANDARD TEMPORARY SILT TREE PROTECTION FENCE 1 A
------------------------------ - - - - -- B 1�
z o o FOR VERTICAL ADJUSTMENT 1. ° p i 1 ��`` O
O o WALL SECTION { ^�Jl �� 1 �q"
00�
0 0 - DRAWING NOT TO SCALE - STD.# 30.03
seerlox - BB F STD. # 40.02
B SECTION - PP SECTION - NN y r ��
SECTION B -B z
a
z
O PLAN J Z m0 1w _ 21/gn Hz-I a 8' MAX.
7G m FRAME,GRATE, & HOOD ASS'Y 44' ¢ H4 7G m ¢ W B ^ DO
9 z N��n N� o O DO 9 z WATER FLOW SAG WATER FLOW O O VARIABLE AS DIRECTED BY THE ENGINEER
c r _ LL O m C y SECTION A -A 1L O m M1o3 Z �< WARNING SIGN 0 }
mmr- 6„ 2'_0•' 6„ _ Z=x m3my o=x smw O
Z
z V 3' -0" _ „' ,•• - 3 Z r z V TYPE "F" TYPE "E" TYPE "G" TYPE - E 3 Z Q �a
CID 9 D v o m p a U 9 y 9 RAISED FLOW ARROW p Q G oo I W � REE PR EC ON R MIN. 12 -1/2 GA. CO ~ N
D a Z K -K N N 1 _ O D y z P 1/i6" HIGH 24•$" cc ,�, a=. N I- rc� INTERMEDIATE m Z (n
o fA y L M `" II �"-- ¢ CO Q zo m y RAISED FLOW ARROW 2% ¢ IN o m 51/4' 2 s I < O o W MIN. 10 GA. WIRES p z LO
9 y o SECTION - M o z 9 y mo /B" HIGH 'I OO _ QO z w�ut o w LINE WARES W O Gj
° 7°p -XI Foes ° °x O OO ° Foaeai a °z< I w m Q W Q 5 Fn
Dz� L M yOz az 17�z" ~I 17�" Tn�Z <X� I I ����; <o o = U Q w
0 O J FRAME PLAN x .. o O - x I o 0 a
N y W = Z �. n -M O O f- Ow,: oa o < J LLJ GRADE C.i Cr)
0 Z SECTION - JJ 0
_ O 3' -6b" sue„ J y = G) Q J U DO A A °0° oq� o? Z
DO -n -. X 1 �- I~ R JR 1" e" z DpO P 1�/2" I z _ p ° ° g0 ° L7 = OTT 1�dLL¢ O 70�� 1"LL¢ ^2' -3' ear a o °O ORANGE. UV RESISTANT,
O Z 1 1 T ° o ° 8 ° Oo° = o HIGH - TENSILE STRENGTH,
IIII���•, LL Z' -11�$ " 2' -11�$ 1 3 3ie• 1�2, F po.0�o i0m Q POLY BARRICADE FABRIC (TYPICAL)
�1'��„�� 3. -O„ 6„ 3 „., O Z,. - 1''I" -�i I�2 �" 11'2�� I'F� 7�8•, i_ )'2 to /J 8 °0 d'yQ O
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0. 40•
SECTION - KK - 1%f6' N S V4' Q ° d 0"
2'- 111'¢" � � q�^ 1 �" SECTION A -A 7�8' Tyr w �
-� 37,8' a ° d ° a S \ FRONT VIEW
HEFT 1 OF 2 R 8HEET 1 OF 2 HEFT 2 OF 2 TYPE - F SECTION A -A SHEET 2 OF 2 -I z ° o o $TEFL POST NO ENTRE ZONA DE PROTECCION
HOOD ELEVATION SECTION - RR TYPE G 1 °�. o WOVEN WIRE FABRIC )
840.03 840.03 840.03 840.03 6' a° ° 0° R o Q WARNING SIGN e m
O z O z z N\ 4 (p a0P' og I m ORANGE, UV RESISTANT, "' DE ABELO Y VEGETACION
Om GENERAL NOTE$: o om SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE o r \\ lb b o 0 HIGH - TENSILE STRENGTH,
* THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING STANDARDS: r} IF SPECIFIED. r� 131/ I rn �° a o° POLY BARRICADE FABRIC (TYPICAL)
H•
40. 4, 840. 5, 840. 14, 840. 15, 840.31, 640.92, 840.94, Q H• STATE USE OF SYSTEM ON COVER Q B g° _
xy o �6" J �e" 1 640.35, 840.36 AND 840.41. Q� mm o Q� SECTION B -B o 0 g o g' 0 0
Drr 7D 1" MIN. ¢ CJ Drr °7D L" I.E.: SEWER, STORM DRAIN, ELECTRICAL) Fza¢ U 2•-p' o ° (P (--)
T O,, o ;o CLR.(nP) * INSTALL AND PAY FOR PRECAST DRAINAGE STRUCTURES IN ACCORDANCE LL J °(9 rOT�N 2 ( LL J °47 - ° °$ 0 8 SPANISH WARNING SIGN DETAIL
m z g x D SECTION VIEWS WITH NCDOT STANDAIID SPECIFICATION SECTION 840. O O 0 S z m z 1 x D Q 0 0 S= z I 1' -ll 3/4 GZ �j ° $ Q N i i.
y 1 1" MIN. USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. ¢ GI y 1 •C TOP OF COVER ¢Tn - C�YW ° o () °8 �
2 °DOTTT `o cLR.(nP) OPTIONAL JOINT DETAILS * USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A165 wQ LLx 2OD0m WQ LL �B' -11/4' �1 °° o o° U
TTZD 'o. rc� o° _ TzD o rc�p o� A 0 gNa,O° aQ'
WELDED WIRE FABRIC WWF 0 1ri GRADE
= 7OO 4X4W4XW4 * ( )• Q r xm °o A A B B Q r 1/B' r `� 0
Z FH C,ry T WWF LAP N5 RL -BARS @ 12" * LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB TO 15' -0" N F O W Z F.I r TI F O w
02702 WW 6" ON- CENTERS (HORIZ. PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD LLHJ OI.y LLNJ Z I °� -"- e
i�D TO FABRIC) & VERT.) 1926.704. z °H Q¢ n�1� / /� /,`/�j� 5\ O°OQ¢ 5/e• I
D� (USE WITH * ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CIfT OR MODIFIED •> D� 4 4 / /�` -_ \� 4 Z •j ���/2r_ � � �V I a O
4' X 4' & LARGER UNLESS ALLOWED BY DETAIL IN PLANS. rHy __ ___________ ____ _/_V __ r8 - _ o TREE PROTECTION AREA
NO�_ -I �_- _ - - -_- -J LU W� I Z N NOTES. r °°
Z DRAINAGE STRUCTURES * PRECAST ALL ELEMENTS TO MEET ASTN C913. Lu CI fA Z a
TYPICAL) - 'L' BARS WITH * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE I DO NOT ENTER
1'-6° LEGS OR BRICK IN ACCORDANCE WITH STANDARD 84°.25. I'2" R. O � a a °w Q WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
* PROVIDE PRECAST STRUCTURES OVER 4' -0" IN DEPTH WITH,' Mcw.1 ~ LETTERS ARE TO BE 3' HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED•
PLAN VIEW OF BASE UNIT STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66. BOTTOM OF COVER I1" aW SIGNS SHALL HE PLACED AT 150' MAXIMUM INTERVALS.
B" 'L' OR 4W 6" WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR IF 1" R. �H 4 1/B' F- X1.0 < PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER
MIN. MIN. THE GAME MIN. AREA OF STEEL IS PROVIDED. �^ O SIDE VIEW FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. ENGLISH WARNING SIGN DETAIL
* SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NCDOT SECTION A -A ° ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC•
STANawD SPECIFICATIONS. PLAN OF COVER MAINTAIN TREE PROTECTION FENCE THROOUGHOUT DURATION OF PROJECT,
#4 REBMS @ a * LIMIT MAXI.. STRUCTURE SIZE INSIDE CLEAR DIMENSIONS H r
>D m Na REBAIIS @ s" CENTERS m ro s' -O" x s' -o ". ¢ y m ¢ ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
a GZ3 s" CENTERS EACH WAY �¢ THE OUTSIDE PIPE DIAMETER PLUS 2" IS THE MINIMUM STRUCTURE LL Q Z PLAN OF FRAIRE LL W STANDARD 24' X 24' DROP INLET CASTING PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER
r EACH WAY -(fib SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVER 0 W = r � CITY OF RALEIGH CITY OF RALEIGH r ,
FH LOCATED IN IS GREATER. V' W �° 1'- 111'1" I9 O W
H =
CENTER LTHIRD TYPICAL PRECAST * ROUND MANHOLE MAY BE USED IN LIEU OF SQUIRE PROVIDED 2 EXTRA Hz -I w F r = Hz-I V /IL SAN) � PUBLIC WORKS DEPARTMENT NOTE: FOR TREE PROTECTION ONLY
Z TA RISER SECTION W5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD. 3 0. - M (a 2' -1L#" 3 Q pgy g DATE 7/ ;1� aFAMN BI: REVISIONS OA1E 7/3/00 DRA6N BY• JTB
DWG. 840.94 FOR MANHOLE INSTALLATION. ¢ ' ¢ Z µD0 8/08/04
M g o z� ; g , „ "" o a � MDP 7/72/07 STANDARD CATCH BASIN STANDARD TREE PROTECTION DETAIL 1 B
M PRECAST RISER PLAN ¢ N n ,'- ,o7i6" - ¢ W CASTING YARD INLET PROTECTION
H O 2 p5 BMS EACH SIDE i 6" 'L' Err Z W LL, m °u - Z - DRAWING NOT TO SCALE - # 40.33
Z OF OPENING FULL SPAN a STD. # 30.13 STD.
G'i ° 1" MIN. CLEAR m Q m :� '� v _ �,. / \ TYPE k1 �{II`1'2" < LL
y MIN. MIN. N Q / \ 344 I� W
'L' OR 'W + 2 WALLS V H I-I �l� / \I 1'¢" 444"
cd >' z o 1" MIN. CUR. H z J-
O STEPS p4 REBMS 0 w p .0. J � O G) (\ 1'- 10`%11 J "r. TlP lF OAM z U
ALTERNATE O Z r w�z� F
fn y e WWF 1(LAP4WWF io .o'•o _ ..o•. z y 111 O ��� // z g I _ °xclz o
6" CENTERS x
y °p:. :' °p w s SECTION B -B w
. 6" ONTO FABRIC) ° . -p.. `p 9 - w W r
.. ¢ • .o.. ..Vo H 4 2' 01'1" TS LBS o�Q °
Q v'. \\ MINIM WEIGHTS w _� z a<zw rc
2 N5 BARS @ u > '.6' .. . :o' .' ° '. o' .' / \ \ FRAME 1 SO TARP z O w FL
OPENING ," N5 REDARS 12" o. o' o .:: �' o' 2' -9L4" / \
DITCH ODN UI wN u0i =ter °?wz N _
" UM GH
- - - - - - - - - - - - CLEAR (SEE NOTES) CENTERS ' ' ' 'p 0 ' ' `p ` 0 0 I I COVER - 120 TARP PROTECTIMN fr z w w > LL z s ° O
° ° SECTION A -A TOTAL - 300 ap �� ° L3 w ° w -SOW
LOCATE OPENING .o'':; v' ;.. o ':;o v ";;o °' ° v ° ( z ¢wHnw
TYPICAL SECTION o'. �a rc F ?
AS REQUIRED ja-
- . o' \ / SPECIFICATION rIL -F-Mo �p (IIIIIIII
(SEE NOTES) TOP SLAB "��."' \ / CLASS 30 IRON MEETING IQ' VEOt LENGTH O= i -''rFW aLJ z _
HEFT 10F 1 6" L' 6° TYPICAL SECTION j0� SHEET 1 OF 1 HEET 10F 1 �� SHEET 10F 1 WH1 (nmu,m OS -° Q =11111
840.46 MI "' PLAN TOP SLAB RUN' OF BASE UNIT ISOMETR C VIEW 840.46 840.54 TYPE N2 ASTN A 46 840.54 wz W.F. > W~ZZ Alb 1111-
wo v <n _ 6
FF °zN 716 z -
m NOTES: z m 4 X D OUTLET W /DITCH OUTLET W/O DITCH z j z� x a F o: w z m z U -
O O O Owr3 0 O III11
O� INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL. N � D CLASS 'B' RIP RAP CLASS I RIP RAP CLASS 'B' RIP RAP CLASS I RIP RAP y SECTION THRU BASIN FILTER o� 0: zcJ¢vIO
<� STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED r} <� A r> rn zr Ww O- O:w in
Q TONS F S.Y. TONS F TONS F S.Y. TONS F QQ ow OQZm GO w< +'00
M3 THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. QQ3 7p'•" z Q 3 O° F ° FOFar O 0 =
�I..,Oyy HS�O >IN -IT9y 12° 2 5 5 2 5 1 4 2 1 4 ZQxU 4V >NN?a Oa ,�,�g0 °0-
m0 �� LLJdr•4Z mZ =1 J 15" 2 7 7 3 7 1 5 3 2 6 LLJdr -4Z �- �O a=amm IJ..I
OS' OO x 18" 3 10 9 4 10 2 7 4 2 8 °¢ - TIP ELEVATION ff STOiNVATER O wo: zz 0 PARALLEL THE �� AA/
Z 1 � W Q Z LL O O 70 0 , W Q Z LL .. rn N F5 3 w U 0. O U 00 Z DIRECTION OF FLOW AND OVER THE TRPROTECTIVE MULCH. E NIl //�
xTZDm L 1" rO�o� xTZ9T^ 24" 5 14 15 7 15 3 11 7 4 12 rOp�o� T�OF WERN 3' v) Fw r� 0=13 <r as p° CAR
i� r xy0° 30" 8 21 21 11 22 5 16 11 7 17 Q r r Oo > > wz�ww \`
-- - - - - -- rx zW O a ��Oia -03rco: w _ \\K
aJr of f FREEMOANn MDl
°oHr N¢LL�J Cp�r. 36" 1, 28 29 15 30 7 22 ,6 10 23 ¢LL f FL® 9TtnAr� z� DAPS z N " go N _O W TEMPORARY EROSION BLANKET
n�70D �m Z°HOQe n�1� 42" 15 37 39 20 39 10 28 22 13 30 O°T/J D� ° ° \ /Y
D� m a '> D� D 48" - - 49 26 50 - 28 17 98 Z�> 0 IL r _
O o �I '��^ w o m o o - - - - - - - - 54" - - 80 33 62 - 36 21 47 W o 4'Im1 sEnnlENr srouGE mE THIN. W = ° w
w SEAL
z D Z W 60" 73 4O 75 44 26 56 0 0.50 MIL TARP x rc 11111 N Z
i. 87 46 89 - 54 32 67' Ems �TM N _ N O =
PLAN SIDE 72" 102 57 104 64 38 78 ° W N m V) - 24951
ELEVATION G9 y a5 MIL TARP EX TO JMz- "' 0°p� 4 O
PLAN SIDE _ C - NOTE: 4XD R' PVC RISER 111CX �� 4° <W 0'O U N ANCHOR MAT IN ACCORDANCE 12 -INCH
FOR CALCULATION PURPOSES VfiH va• M0.ES C m ao:> �o V w/ MANUFACNRER's SPECIFICATIONS OVERLAP
ELEVATION - M"1 CLASS 'B' RIP RAP = 100 LBS. 1FT3 W pOpm 001E o:rciw o J JOIN STRIPS B/ ANCHORING ��i UU 1'1 CC.•
M - - - - - - - - - CLASS I RIP RAP 105 LBS. /FT9 MA��IM LEVEL OF SEOIIETIT CRLEI:TE� .7 vASFED SI:E TO DAYLIGHT ° a w L? a MOO r/ � I - AND OVERLAPPING ii
4 " - " y CLEAN RUM WHEN TWS LEVEL fs REACHED FILTER .nww o° q
M M LL W G M 2 X D LL � bXa� 900 cWi 0100 Z ,/ j /D
z ,alb" cD s r B j nnnnnm
W I I o° O
Ha _ 1�" CAST IRON CAST IRON z N y VIII �J
B D z d G _ O
O = ELEVATION ELEVATION W _ - _„ " „ H PERSPECTIVE ytEw ° =1111 INSTALLATION OF NETTING AND MATTING n
111 O 3 Q y N A Q d NOTES: 00 p0p8 °oo w• IJ11= WL
¢ 1. DraWdoNn rlaor andl W 6" SW 40 PVC Wlfh ° 0 PRODUCTS DESIGNED TO CONTROL EROSION SHOULD BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
D O PLAN O f 0 0A0 ANY MAT OR BLANKET -TYPE PRODUCT USED AS A PROTECTIVE MULCH SHOULD PROVIDE COYER OF AT LEAST 3070 OF THE
y z I-. y Dz Z TN t cap and 1/4" Naas Y oa o ® %o
ho SURFACE WHERE E MIL APPLIED. SEED INSTALLATION
BEFORE IS LAYING THEN ABOVE 5-27-14
� 11i6" Ri O a AZQI' 2 7M tarp used to proteet fM WIaT anal be a � p0 0
D N6 BAR OR ¢ D SLOPE 11'¢:1 OR FLATTER •� OC 3' GIs Width OpeelfNd. The IOr1WM of tap ahol M w MO0 O GO ' ? 1. APPLY LIME, FERTILIZER AND SEED BEFORE IAYING THE NET OR MAT.
IC 7G Q 9 D Q d4 oeoadhD to avaAaMe w0ply. If multple t Yw OOO �'' 00 r
v 1„ B4$" 1114" m N6 DR Z a v < O ¢ ae wed MIOI7 tape ehal be oYRl�ped of O N 0(PO m ,~j, °OOO ; 2. START LAYING ME NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL R DOWN THE GRADE ALLOW NETTING
C Z ¢ 12 kw. UIIOWaN tap ehON eMIM61Y. ° 0 0 ° m TO LAY LOOSELY ON THE SOIL OR MULCH COVER BUT WITHOUT WRINKLES -DO N0T STRETCH. �1
DO ,g" ¢ CO) v Q k SCIMMO T dormetreaW tap The tap Fhal be 50 WA i Z ° ° o a p0U a
C 7Q - Do 9 r d 17i heavy duty bw topollllW M am Tedetanoa. f W o 0 m ° Z 0 3. TO SECURE ME NET. BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6 INCHES DEEP, COVER WITH SOIL,
1911 tD-I „ �m N -0 H p 1 03 H 1' o U Z ° z N ° o J AND TAMP FIRMLY AS SHOWN ABOVE STAPLE THE NET EVERY 12 INCHES ACROSS THE TOP END AND EVERY 3 FT. AROUND
0 O w 0 O THE EDGES AND BOTTOM. WHERE 2 STRIPS OF NET ARE WD SIDE BY SIDE, THE ADJACENT EDGES SHOULD BE OVERLAPPED
z H Z GO N1 w �_ p) °0 Vr, O Duo a = 3 INCHES AND STAPLED TOGETHER EACH STRIP OF NETTING SHOULD ALSO BE STAPLED DOWN THE CENTER, EVERY 3 Fr. DO
Ul O w Z O H 2 tH {� 3' ° 0 0 > O° rn NOT STRETCH THE NET WHEN APPLYING STAPLES.
POLYPROPYLENE J M / J pr w 0 in Hn a 0 W
�1 PLAN SIDE PLASTIC 07 H m T PLAN C9 Q N 000 K 00 4. TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET. OVERLAP THE END OF THE PREVIMS ROLL
111 O 1•¢" SIDE z Q O o / Z LL 09� I 0�p+ 0 1S INCHES, AS SHOWN ABOVE, AND STAPLE EVERY 12 INCHES JUST BELOW THE ANCHOR SLOT.
M y �„ ELEVATION PLAN ELEVATION w Q C M FILTER FABRIC w m 000 Gq
y � = COMPOSITE Q W 0 00 N p000 CITY OF RALEIGH INSPECT ALL MULCHES PERIODICALLY, AND AFTER RANSTORMS To CHECK FOR RILL EROSION, DISLOCATION OR FAILURE O
TAW p Q WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REBAR THE SLOPE GRADE, RESEED AND
r SECTION A -A O ° 00 00°00000 PUBLIC WORKS DEPARTMENT RDNSTA.L MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
T
y� 1� REINFORCING STEEL -1 PIPE OUTLET WITH DITCH oo °o°o0000GOOD 00Q% REVISIONS DAM 7/3/W DRAW+BY' Jre
12' y y MW 8104104
AYMavoa
ELEVATION NOTE: H= RIP RAP TO TOP OF PIPE (MAX. H = D + T) FILTER FABRIC ONLLSIX3 GDP 3106/07 CONSTRUCTION
N3 DEFORMED 12" DO NOT USE IN T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS ENTRANCE
HEFT 1 OF 1 STEEL ROD SANITARY SEWER MANHOLES. SHEET 1 OF 1 SHEET 1 OF 1 T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SECTION B -B $HEET , OF , CUSTOM BASIN DETAIL Installation of netting and matting (modified from Va. Div. of Forestry)
840.66 SECTION A -A ELEVATION 840.66 876.02 PIPE OUTLET WITHOUT DITCH 876.02 STD. # 40.21
UPSTREAM END OF
ASN BAFFLE (TYP.) � STORM DRAIN OVERFLOW 8' MAX O.C.
�$ S. EARTH BERM / -
Miti rr
oo v 1/3 PIPE TOP X IL VINYL
TOP RAIL
DIAMETER
® D o O
0
Dn D 1.5" X 1.5" 1- WHITE
D D g TOP OF RAIL 5" VINYL POST
FROM GROUND TYP
BURY BOTTOM
OF PLYWOOD III -I I1 -111 I1- 111 -111 -111 111 _111 -111- 1' X 1" WHITE
EXTRA POST IN MIDDLE - - - J� VINYL TUBE
"HOG WIRE ATTACHED OF OPENING 3/4- EXTERIOR
To POSTS WITH LENGTHS NOTE: ALL PARTIALLY COMPLETED STORM DRAINS / 3:1 SLOPE To
OF WIRE SHALL BE PROTECTED AT THE END OF PLYWOOD POST TO BE SET IN NATURAL GROUND
WIRED HORIZONTAL METAL POST SEDIMENT PIT
POSTS SECURELY TO VERTICAL DETAILS. IN ACCORDANCE WITH THESE STEEL FENCE PLYWOOD INLET PROTECTION 3000 PSI CoNCR. 1�
POST (TYP.) 6 i
BAFFLE INSTALLATION - STEP 1 FRO -
CLASS #1 RIP RAP UPSTREAM END OF OVERFLOW EDP r ,
STORM DRAIN
NOTES: U II U GROUND VE
FABRIC FOLDED II II II O
FABRIC CUT AND FOLDED II II II ME °
1. DRIVE STEEL FENCE POST AT LEAST 18" INTO OVER HORIZONTAL P
SOLID GROUND k OVER THE HORIZONTAL POST II II II o 1/3 PIPE p c
FENCE POST II II II gg -5B
D D DIAMETER 2.5• 18"
2. WOOD POSTS ARE NOT ACCEPTABLE HORIZONTAL POST II 0 II 00011 cb D A c , ABC , • _ MIN. DP.
3. USE STAPLES 1' APART TO ATTACH FABRIC -�•� PERSPECTIVE VIEW 00 Do D ° 4 S" POST
TO "HOG WIRE* FENCE AND FABRIC
BURIED IN TRENCH '
4. BAFFLE SPACED AS PER APPROVED PLAN. TOP OF BAFFLE SHOULD BE 6" WASHED STONE FILTER D p (p O
HIGHER THAN THE BOTTOM OF ACROSS PIPE INLET n °
THE SPILLWAY v
BOTTOM OF BAFFLE IN 6 "X6" TRENCH, - 1111 -11 I H1-11 �I H -1H1 1-11 1-
TRENCH AND TRENCH BACKFILLED AND ' -III -111 -1 11 -1 I I I I -11 - 111 - I I I 11 -1 I I= I I
FILLED WITH SOIL AND COMPACTED rJ L, r, L, Gl L, I SOIL
REVISIONS COMPACTED REVISIONS 11 IJ 111J 111J I I I 1
HARDWARE CLOTH
DATE DESCRIPTION SECTION AT OPENING DATE I DESCRIPTION - O
Li u u (-
BAFFLE INSTALLATION - STEP 2 STONE FILTER INLET PROTECTION E-4
VINYL FENCE DETAIL CITY OF RALEIGH DATE
GRAVEL & RIP RAP FILTER BASIN 3B PIPE INLET PROTECTION (PLYWOOD AND STONE) 12 N.T.S. SHEET 10 OF