20000783 Ver 5_Site Plans_20170117 (2)

TRADITIONS
PHASE 2D
447
ROYAL
MiLL AVE. V
GRA pP
oP Rc� R
E JUNIPER AVE GNv
o �
o�
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X98
REVM ENGINEER DISCLAIMER
EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW
ENGINEER FOR THE TOWN OF WAKE FOREST IN NO
WAY LIMITS THE RESPONSIBILITY OF THE OWNER AND
ENGINEER OF RECORD WITH REGARD TO COMPLIANCE WITH
ALL FEDERAL, STATE, AND LOCAL STANDARDS AND/OR
CONDITIONS.
0111IM CERTIFICATE
OWNER HEREBY CERTIFIES AND AGREES TO TAKE SUCH
ACTION AS MAY BE REQUIRED BY THE TOWN OF WAKE
FOREST TO CORRECT ANY ERRORS. OMISSIONS OR NON—
COMPLIANCE WITH TOWN STANDARDS AND/OR CONDITIONS
DESCRIBED IN THIS CONSTRUCTION PLAT. INCLUDING RE—
SUBMISSION OR RE—EXECUTION OF THIS CONSTRUCTION
PLAT WITH THE APPROPRIATE CORRECTIONS AND/OR
REVISIONS.
Owner
Date
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Utilities Department at (21,2) 996_45N at
least twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh.
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DEV ELOPER:
JPM SOUTH DIEM PMENT, LLC_
72108 FALLS OIrm NEUSE1n%T"%,SUYJPE •
RALEMia
NORTH
.
[phone]
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 Clty's Public Utilities Handbook.
Cityy of Raleigh
Public Utilities Department Permit #,',,11/3
Authorization to Construct?
Date s i111b
Public
Sewer Collection / Extension System
The city of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh S'— 44 `1 -2 ,
Public Utilities Department Permit #
Authorization to Construct Z&4 Ll ""
Date !V I i f 1. (P
ALL CONSTRUCTION SHALL BE iN ACCORDANCE WITH TOW(
DF WAKE FOREST, CITY OF RALEIGH & NCDOT (WHERE
APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NGVD29
Know what's below.
0111 before you dig.
ALL PUBLIC FACILITIES, INCLUDING UTILITIES, SIDEWALKS,
AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL
STREETS AS SPECIFIED BY TOWN STANDARDS. THESE
FACILITIES HAVE BEEN APPROVED BY THE TOWN OF WAKE
FOREST AND SHALL BE SO INSTALLED UNLESS A CHANGE IS
APPROVED BY THE TOWN OF WAKE FOREST.
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF WAKE FOREST
Date
Date
Date
Date
Date
Date
9/
Date
I I 1 l
City of Raleigh Public Utilities Department Date
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811 ".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
D-1
SITE DATA
D-2
SnE DETAILS
PHASE NUMBER:
2D
STORM DRAINAGE DETAILS
PHASE ACREAGE:
19.84
AC.
D-7
TOTAL NUMBER OF SINGLE FAMILY LOTS CREATED:
50
DETAILS
D-9
OPEN SPACE CREATED:
4.33
AC.
EC -2
LINEAR FEET OF PUBLIC STREETS:
2,576
LF.
LINEAR FEET OF PUBLIC WATER LINE:
2,819
LF.
SW1-A
LINEAR FEET OF PUBLIC SANITARY SEWER:
2,076
LF.
SW1-C
LINEAR FEET OF PUBLIC STORM DRAINAGE:
2,628
LF.
SW2-B
ZONING: GR10
SW2-C
LEVEL SPREADER ! DETAILS
LAND USE: SINGLE FAMILY RESIDENTIAL
PIN: 1851356014
PRINCIPLE BUILDING SETBACKS:
FRONT: 20ft
STREET SIDE: 20ft
SIDE: 8ft
REAR: 25ft
TRADITIONS
PHASE 2D
447
ROYAL
MiLL AVE. V
GRA pP
oP Rc� R
E JUNIPER AVE GNv
o �
o�
c�
X98
REVM ENGINEER DISCLAIMER
EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW
ENGINEER FOR THE TOWN OF WAKE FOREST IN NO
WAY LIMITS THE RESPONSIBILITY OF THE OWNER AND
ENGINEER OF RECORD WITH REGARD TO COMPLIANCE WITH
ALL FEDERAL, STATE, AND LOCAL STANDARDS AND/OR
CONDITIONS.
0111IM CERTIFICATE
OWNER HEREBY CERTIFIES AND AGREES TO TAKE SUCH
ACTION AS MAY BE REQUIRED BY THE TOWN OF WAKE
FOREST TO CORRECT ANY ERRORS. OMISSIONS OR NON—
COMPLIANCE WITH TOWN STANDARDS AND/OR CONDITIONS
DESCRIBED IN THIS CONSTRUCTION PLAT. INCLUDING RE—
SUBMISSION OR RE—EXECUTION OF THIS CONSTRUCTION
PLAT WITH THE APPROPRIATE CORRECTIONS AND/OR
REVISIONS.
Owner
Date
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Utilities Department at (21,2) 996_45N at
least twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh.
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DEV ELOPER:
JPM SOUTH DIEM PMENT, LLC_
72108 FALLS OIrm NEUSE1n%T"%,SUYJPE •
RALEMia
NORTH
.
[phone]
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 Clty's Public Utilities Handbook.
Cityy of Raleigh
Public Utilities Department Permit #,',,11/3
Authorization to Construct?
Date s i111b
Public
Sewer Collection / Extension System
The city of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh S'— 44 `1 -2 ,
Public Utilities Department Permit #
Authorization to Construct Z&4 Ll ""
Date !V I i f 1. (P
ALL CONSTRUCTION SHALL BE iN ACCORDANCE WITH TOW(
DF WAKE FOREST, CITY OF RALEIGH & NCDOT (WHERE
APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NGVD29
Know what's below.
0111 before you dig.
ALL PUBLIC FACILITIES, INCLUDING UTILITIES, SIDEWALKS,
AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL
STREETS AS SPECIFIED BY TOWN STANDARDS. THESE
FACILITIES HAVE BEEN APPROVED BY THE TOWN OF WAKE
FOREST AND SHALL BE SO INSTALLED UNLESS A CHANGE IS
APPROVED BY THE TOWN OF WAKE FOREST.
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF WAKE FOREST
Date
Date
Date
Date
Date
Date
9/
Date
I I 1 l
City of Raleigh Public Utilities Department Date
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811 ".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
D-1
DETAILS
D-2
SnE DETAILS
PAVEIMENr MARKING & SIGNAGE DETAILS
D-4
STORM DRAINAGE DETAILS
STORMD-3
DRAINAGE DETAILS
!
DETAILS
D-7
DETAILS
!
DETAILS
D-9
. ' DETAILS
EROSION CONTROL STAGE
EC -2
EROSION CONTROL PLAN STAGE 2
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
EROSION CONTROL i 1
SW1-A
LEVEL SPREADERi DETAILS
i
LEVEL SPREADERDETAILS
SW1-C
r! . !, DETAILS
LEVEL SPREADER
SW2-A
LEVEL SPREADER DETAILS
SW2-B
LEVEL SPREADER 2D-2 DETAILS
SW2-C
LEVEL SPREADER ! DETAILS
SAL��
24680 -
,L'•. !bG I NO -X
tigN G.��oo
CONSTRUCTION NOTE: PRIOR TO ANY FIELD
CHANGES TO SIGNED CONSTRUCTION DRAWINGS,
APPROVAL MUST BE OBTAINED FROM THE TOWN
OF WAKE FOREST OR APPROPRIATE AGENCY.
NO SUBSURFACE UTILITY SURVEY (SUE) HAS BEEN PERFORMED FOR
THE PREPARATION OF THESE PLANS. ADDITIONAL UNDERGROUND
UTILITIES MAY BE IN THE AREA. CONTRACTOR SHALL NOTIFY
"NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS
PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE
EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY
LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES
INDEPENDENT OF "NC811". REPORT ANY DISCREPANCIES TO THE
ENGINEER IMMEDIATELY.
t
2905 Meridlan Parkway
Durham, North Carolina 27713
License No.: C-0293
[phone] ■ McAdamsCoxom
Contact: Jon Moore, PE
[e-mail]
FINAL DRAWING — RELEASED FOR CONSTRUCTION

X
GENERAL NOTES
1. THIS IS A SURVEY OF AN EXISTING PARCEL(S) OF LAND. THIS IS
AN EXISTING CONDITIONS PLAN..
2. BEARINGS FOR THIS SURVEY ARE BASED ON NC GRID NAD 83.
3. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
4. ZONING: C.0 GR10.
5. AREA BY COORDINATE GEOMETRY.
6. FLOOD NOTE: THIS PROPERTY IS NOT LOCATED iN A SPECIAL
FLOOD HAZARD ZONE. IT IS LOCATED IN ZONE "X" AS DEFINED
BY F.E.M.A F.I.R.M COMMUNITY PANEL #3720184100J DATED MAY
2, 2006 & #372018510OK DATED APRiL 16, 2013.
7. REFERENCES: DB 10228, PG. 1762; BM 1996, PG. 676
OF THE WAKE COUNTY REGISTRY.
PIN: 1 851 35601 4
8. 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 ABANDONED. THE SURVEYOR FURTHER
DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN
ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES
CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE
FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
9. THIS SURVEY PERFORMED AND MAP PREPARED WITHOUT BENEFIT
OF A TITLE REPORT. THIS SURVEY SUBJECT TO ANY FACTS AND
EASEMENTS WHiCH MAY BE DISCLOSED BY A FULL AND
ACCURATE TITLE SEARCH.
10. NO GRID MONUMENTS FOUND WITHIN 2000' OF SITE.
°J
TOP=344.87' TOP=342.33
INV IN=339.82 15"RCP INV iN=337. 3' 15"RCP
iNV IN=339.12' 32"RCP INV IN=335. ' 32"RCP TOP= 2,3g'
INV OUT=339.0T 32"RCP INV OUT=335 68' 32"RCP Y� INV OU L-33}5/5 ' 15"RCP
°J
/ \\�
, 41
ROYAL ANLL AVENUE as as as os as
// / // / p // //// �� �\� � `�'`�� \ \\ t ` t 90' PROPOSED R/W
Aj
'10
}\\
-
89'05 TOP=342.19'
6-4iNV OUT=338.29' 1'5"RCP
-,I V'R14,
/
XMMMV
�- i �---
y \ EXISTING / i i (
�Q PUBLLO-- 1 I I I I I ( ( I / ��U G� F \\\\�\\\ \\\\r / ---- .�, /� / i \\� \\\\\\ \\ \ l \ \ \ ` / f / 1 i SSMH
\ SANITARY tMER ESMT ( i I I I (� I 1 { 1 / o /% y'�/ \X\\ \\� \\\\\� i - J \)
I I / o ? )\\\
\ B`h<1. 2009 PG. 172 I I I I I I I \ i I / \ � \ \�\ \�\\\\\ // /l f///1// //// \� \ \ \\ \' \ // /f 1 f ( I f ) \ \ \ \ \ �\ \ \ �\ RIM= 329.59
/ \ \ ( ` IN(N)= 323.94 15 -SAN
\�\\\\/ \ \\ \ \ \ \ \ / / // f/ //jl \ =x/332,. 4 1 >1 \ \ \\
\ / l j///h/ ///�// // //- \ \\\ \ \ `\ \ / / / / / / / / 1 1 1 / l \ \ ,AN = 326. i$ } }�� \\. ,OUT= 323.84 15"SAN
0<1
OUT 3�6.611 f h$4
\
\\\ \\ //
\\\
SPE DIM TAT E€, / � (o / / / I \ i ► ! t
iNV 1N-349 48' FVC° \ \ \ \ _ i } \ \� \ \ 1 1 1 ' 1 \ o\ \ \\ \\� /60
\ V RUTS 49.59, 8" VC-eyz\ \ \ \ \ ( \ \ \\=
I
\\iso\
\ \ \ \
46
�\ \ \R
\\ \\\ \ \ \\C'6\'•�\�`ScS\ ` \ \ \ \\ \ \\ \�\� T\ YR \\ \\\ 50TYPE\
Cg CebgC \
/� //�I� ,�+•��f/ / /�/ / f
I
•\ \ \ \ \�\ \ \ \ \ \ S V�F D'E\� I 0bN9ENT LLr✓:
\mss \\ \\�� \( > �, \ �\\tea \\ \\ \\ \ \ \\\ \ \ \ \ \ \\ \ \D IGO 4,� FT.\ 2
\s\ \ \\ / \ \ \Ho`R\ONo\
\� OP=347.11'
INV IN=341.34' 8"PVC s \ \ \ \ \ \
\ \\
INV OUT=341.22' 8"PVC
Q&
\R�r`\SOIL\TYPE\\� \\ ,/ ///��`',//�f / /f//� //// ////l / �• l
CC�2\
/
SSMH
j RIM= 325.78
/ IN(N) 320.03 15 -SAN
OUT= 319.88 15"SAN
1
i \
1
\\ \�.� �� `� /' _ �'�� t , 1 \ \ \\ \\ \\ \ - \ \ \ \ \ \ - .- ////iii%/--,-�//�j // / // / / // p• ;-
-� ---
•-. �- ,- �s''--_-_ _. ~ �0�`- -345-- ._...._.. -- .�- -_ `_ _` � \\ \\ i \ � \' 1 \ {} _\\\ \ \\ \ \ \ \ \ \ v) � t } ' (�' � / � �// i i� ����Q� /
TOP=345.33' =S !&Os�� / i I oGI J j
INV IN=338.73' 8"PVC 331 6g' --rte _ ~ \ 1 , 1 1 1 1 11 \ \ \ \ \ " / l I i f / l s
INV OUT -338.63' 8"PVC RIM=H 322.5
1 IN(N)= 316 41 15"SAN
OUT= 315 65 15"SAN
---/// ////� // LEGEND
TOP=347.11' .----/
t \ EXISTING IRON PIPE
INV IN=328.59' 8"PVC �6, - J 1 \ 1 t / \ - - - - - -f / \ ® IRON PIPE SET
INV OUT=328.49' 8"PVC \ \ 1 \\�-----_/ / / // / / t oG
A CALCULATED POINT
BORE HOLE
V \� QS SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
\\ \ \ \\\ \ \\ \\\\ \ (i' /325_ %/�/ l �l� I WATER VALVE
WATER METER
\
�CyC FiRE HYDRANT
TELEPHONE PEDESTAL
TQ TELEPHONE MANHOLE
IjN
n ELECTRIC BOX
LIGHT POLE
Cob POWER POLE
�� CURB INLET
�c)rn !� (D) STORM DRAINAGE MANHOLE
CURVE TABLE E3YARD INLET
CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH TANGENT
Cl 645.00' 506.97' 45°02'05' S 66°34'39' E 494.02' 267.40' \ \ / / / / / / / / STORM DRAIN PIPE
C2 455.00' 231.05' 29005'41' N 74°32'51' W 228.57' 118.07' \� \\ \ / /! / / /
OU OVERHEAD UTILITY LINES
W WATER UNE
36' 8"PVC
1
`.26'8"PV \\ \ \\ f � / // ��"" � 1�.�� (9 SS SANITARY SEWER LINE
s
\ b \ \ 11 I i i/ 1 j /'� T TELEPHONE LINE
�- \ JI I
0 j/ H
1 G GAS LINE
pz \sr \ y /
\ I / RIM= 3 .61 UE UNDERGROUND ELECTRIC
l l 1 j l / iN(N)= 14.11 15""S T UNDER R N TE PHON
OUT= 14.01 157 A j/' U G OU D LE E
��� i . -X X- FENCE LINE
f � GRAPHIC SCALE
SSMH ! a' bF 60 0 30 60 120
RIM= 7.76 j
0.2% ANNUAL \ IN(N - 310.77 51 AN 1 inch = 60 ft.
CHANCE FLOOD \ / ON A IN 1N= 311. AN
HAZARD,� e o T� 310.6 AN FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION

3gQTEE TREE OR OTHER VEGETATION
TO BE REMOVED
UNDERGROUND UTILITY
DEMOLITION NOTES:
1. ALL VISIBLE UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS.
ACTUAL LOCATIONS AND DEPTH TO BE CONFIRMED BY CONTRACTOR
IN THE FIELD PRIOR TO BEGINNING OF CONSTRUCTION.
2. CONTRACTOR SHALL CALL "NC811" (811 OR 1-800-632-4949) AT
A
LEAST 3 FULL BUSINESS DAYS PRIOR TO CONSTRUCTION TO HAVE�
TO BE REMOVED EXISTING UTILITIES LOCATED. REPORT ANY DISTURBANCES TO THE
ENGINEER IMMEDIATELY.
AREA TO BE REMOVED
(SIDEWALK, CURB AND GUTTER, 3. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE SITE AND / f AGM "
. STRUCTURES, ASPHALT, CONCRETE DISPOSED OF IN A PROPER LOCATION AND METHOD BY THE
PAVING, ETC.) CONTRACTOR AS DESIGNATED BY THE OWNER. / /\�� �' ""-y+/--- f
Ny
4. A COPY of THE DEMOLITION NOTIFICATION FROM THE NC HEALTH
NOTE: SEE PLAN FOR DETAILED DEMOLITION PROCEDURES,
HAZARD CONTROL UNIT AND AN ASBESTOS INSPECTION REPORT � , / •-� ^� — - — — —
SEQUENCING AND SPECIFICATIONS. FROM NC ACCREDITED ASBESTOS INSPECTOR MUST ACCOMPANY THE / — = =� `� -�� = . Y
DEMOLITION PERMIT WHICH MUST BE OBTAINED FROM THE TOWN OF
-LD—LD—LIMITS OF DISTURBANCE WAKE FOREST PRIOR TO THE START OF DEMOLITION.'`
r \ \ > l
Al 0 Yl<AR � 1 ^^A^
FL OD PLAIN. \c \1 ,.�` \` I`.
V,
TREE save (TYP.)
4- / / / / / 25 STREET YARb
BUF ER
\ \
EXISTING TREE TO
4�1 � BE REMOVED (TYP.)
W / / 20' TOWN OF WAKE I% <"
FOREST GREENWAY I hA ` t
— — — — — EASEMENT
no�A
no ��'
P,
��AU
�\ �� EX. CURB & GUTTER AND
ASPHALT TO BE REMOVED TO / ) �I
��% TIE TO EX. CURB & GUTTER A \ — / / % I I e
AND EX. WATERLINE / \ I LIMITS/ OF
� � v = /_ _ — — — _ DIS RBANCE J / /s
1
SAWCUT, REMOVED, AND
REPLACE ASPHALT IN THIS , �-� ` ��� / / / ( f ( { .)
o AREA TO TIE To EX. �\ r�L� ��,
WATERLINE / I
` t— -- - - - -- i /
I � -,-�\ ,a... g,-/-�D xz�•_,-/��'��7�� w — � / / � / � � \ � I I � �- _ . — � � / ,, / � � � I II II I II II I I I ° � 1 j �, `�
EX. 20' SANITARY / / / / \ I I EXISTING TREE TO BE / i I ( I "
SEWER EASEMENT a A VA % — I �'`".
(B.M. 2009, Pc. 172) � — — — _ _— — — A V ''� / I 1 I { / / I 1 I 4
/ I I I REMOVED (TYP.)
BUF ERREEf YARD
LDI LD
368
'A
V I APPROXIMATELY 90 LF — —
I / OF EX. CURB & GUTTERS \ \\��\� / f I / // / / XIST�NG ITY OF RALEI H 310' I ��"
I I I / TO BE REMOVED / �A\3�� V < 1 / / / / / / — — — — ANIT{� RY SEWER EA�SEM NT ( ( -
I I I / vsaw \ l i 1 / — _—IG;�
/ I� // / / 1 1 M1998 17r31�1z0 ( s I \
I EXISTING POWER LINE TO BE
RELOCATED CONTRACTOR TO
COORDINATE WITH UTILITY
I I I I EXISTING POWER POLE/ \vim—� �� ! / — OWNER)
I I L o I TO BE REMOVED / ���A�A yy��\ y J i !!!
EXISTING POWER POLE TO BE
REMOVED I I I
EXISTING GRAVEL DRIVE TO BE
REMOVED I / /•
_ — _ EXISTING PbWER IPOII TO BE f "
_ -
-- i
,
OVED
ox
L,
---._
t _ _ m.. :....f ,
/
EXISTING 10o POWER EASEMENT . —// ;�//, f///.:, I I \ \ \ l
-�- \ ` I
\BE ABANDONED — I / //j jr f/ 'irk, I I I \ \ {
(NO REFERENCE FOUND) / / `" — _�%(��/%i%'`'�'�` 1
EXIS NG 1R\E LINE \ —
EXISTING TREE TO BE
\ V \ A \ V A REMOVED (TYP.) — �� "� ��� �► "'�� - __ j \ \ I �/ ` t
EXISTING 100'
r r POWER EASEMENT
(NO REFERENCE
FOUND) � SAVE (TYP.)
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF WAKE FOREST
�r----
5 431,1111
En ee ing epartment
77Z-
r
Date
/'
Public W rks Department
Date
8' t
Er sin & Sediment Control
Date
Fi Prevent' n
Date
F
Access' ity
Date
Pl Hing Depar { ent
Date
lo
Ur ForfAtry,
Date
W IA
City of Raleigh Public Utilities Department
Date
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH TO
OF WAKE FOREST, CITY OF RALEIGH & NCDOT (WHERE
APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.
A HORIZONTAL DATUM: NAD83
I VERTICAL DATUM: NGVD29
GRAPHIC SCALE
50 0 25 50 100
II
1 inch = 50 ft.
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PROJECT NO. JPM-15010
FILENAME: JPM15010—DM1
DESIGNED BY: N D W
DRAWN BY: DLP
SCALE: 1 " = 50'
DATE: 04-04-2016
SHEET N0. C-2
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PATI
13.5' 12.5'
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90' R/W
VARIES (3.007. MAX)
SITE PLAN NOTES
1. RIGHT-OF-WAY SHALL BE CLEARED AND GRUBBED WITHIN 50' OF ALL MINOR RESIDENTIAL, RESIDENTIAL, AND
RESIDENTIAL COLLECTOR INTERSECTIONS. THE FULL LENGTH OF THE RIGHT-OF-WAY SHALL BE CLEARED AND
GRADED ALONG ALL MAJOR, MINOR, & SENSITIVE AREA THOROUGHFARES.
2. WITHIN THE AREA DEFINED SIGHT TRIANGLES SHOWN ON THESE PLANS, THERE SHALL BE NO SIGHT OBSTRUCTING
OR PARTLY OBSTRUCTING WALL, FENCE, SIGN, FOLIAGE BERMS, OR PARKED VEHICLES BETWEEN THE HEIGHTS OF 24
INCHES AND 8 FEET ABOVE THE CURB LINE ELEVATION OR THE NEAREST TRAVEL WAY IF NO CURB LINE EXISTS.
3. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST TOWN OF WAKE FOREST AND/OR NCDOT STANDARDS AND
SPECIFICATIONS AS APPLICABLE.
4. ALL DIMENSIONS SHOWN ON SITE PLAN ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED.
5. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING
PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE ENGINEER UPON COMPLETION OF THE PROJECT WITH
A COPY OF THE TRANSMITTAL LETTER TO THE OWNER.
6. EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/RESTORED TO THEIR ORIGINAL
CONDITION AND TO THE SATISFACTION OF THE OWNER, BY THE CONTRACTOR RESPONSIBLE FOR THE DAMAGE.
7. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS MAY NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC.
THAT MAY BE REQUIRED. THE CONTRACTOR SHALL INSTALL SUCH STANDARD APPURTENANCES AS REQUIRED TO
CLOSELY FOLLOW THE GRADES AND ALIGNMENTS DEPICTED ON THE PLANS.
8. CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO
BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT
ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT ANY
DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
9. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE UTILITY
COMPANIES FOR ANY REQUIRED RELOCATIONS (I.E. POWER POLES, TELEPHONE PEDESTALS, WATER METERS, ETC.).
10. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL SCHEDULE AND ATTEND A
PRECONSTRUCTION CONFERENCE WITH THE TOWN OF WAKE FOREST, A REPRESENTATIVE OF THE OWNER, THE
GRADING COMPANY, THE EROSION CONTROL INSTALLER, AND A REPRESENTATIVE FOR THE ENGINEER OF RECORD.
11. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING
WITH CONSTRUCTION, FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF
SUCH NOTIFICATION HAS NOT BEEN GIVEN.
12. ACCESSIBLE RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF WAKE FOREST DETAILS.
13. ALL SIDEWALKS THAT CONNECT TO THE PUBLIC RIGHT-OF-WAY MUST BE ACCESSIBLE TO PERSONS WHO ARE
BLIND, HAVE LOW VISION AND PEOPLE WITH MOBILITY DISABILITIES. PEDESTRIAN EXISTING ROUTES AND ALTERNATE
PEDESTRIAN ROUTES DURING CONSTRUCTION WILL BE REQUIRED TO BE COMPLIANT WITH THE PUBLIC RIGHTS OF
WAY ACCESSIBILITY GUIDELINES (PROWAG), 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
14. TYPICAL PAVEMENT SECTION DETAILS ARE SHOWN WITHIN THIS SET AND INTENDED TO BE A MINIMUM PAVEMENT
SECTION REQUIREMENT. THE CURRENT GEOTECHNICAL REPORT SHALL OVER -RIDE ALL TYPICAL PAVEMENT SEC11ONS
SHOWN, IF THE GEOTECHNICAL ENGINEER DEEMS A HEAVIER SECTION IS REQUIRED.
15. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED APPROVAL HAS BEEN
OBTAINED FROM THE OWNER IN WRITING PRIOR TO ORDERING OR INSTALLATION. THE CONTRACTOR SHALL WAIVE
ANY CLAIM FOR ADDITIONAL COST RELATED TO SUBSTITUTION OF ALTERNATE EQUIPMENT.
16. IF UNFORESEEN CONDITIONS DEVELOP DURING CONSTRUCTION, REFER TO THE LATEST VERSION OF THE WAKE
FOREST "MANUAL OF SPECIFICATIONS, STANDARDS AND DESIGN (MSSD) AND CONTACT ENGINEERING STAFF FOR
FURTHER GUIDANCE.
17. ALL SIGNAGE ASSOCIATED WITH THE PUBLIC STREET SYSTEM SHALL ADHERE TO MUTCD STANDARDS AND
SPECIFICATIONS.
18. PRIOR TO STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY CITY OR NCDOT STREET OR HIGHWAY
RIGHT-OF-WAY, THE FOLLOWING PROCEDURES SHALL BE UNDERTAKEN: CITY RIGHT-OF-WAY: CONTACT TOWN OF
WAKE FOREST TRAFFIC ENGINEERING DEPARTMENT (919-435-9510) FOR INFORMATION ON DETOURS, OPEN CUTTING
OF STREETS OR FOR ANY CONSTRUCTION WITHIN THE RIGHT-OF-WAY. NCDOT RIGHT-OF-WAY: CONTACT MCADAMS
COMPANY PROJECT ENGINEERS (919-361-5000) AND OBTAIN ALL PERMITS AND ENCROACHMENTS (KEEP COPIES ON
CONSTRUCTION SITE), ALSO CONTACT NCDOT DISTRICT OFFICE (919-733-3213) 24 HOURS IN ADVANCE PRIOR TO
PLACING CURB AND GUTTER AND TOWN OF WAKE FOREST FOR SIDEWALKS AND RAMPS WITHIN NCDOT R/W.
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS AND BENCH
MARKS NECESSARY.
20. STREET LIGHTING WILL BE INSTALLED IN ACCORDANCE WITH THE TOWN OF WAKE FOREST UNIFIED DEVELOPMENT
ORDINANCE - CHAPTER 10.3.7. LIGHTING PLANS SHALL BE BY OTHERS.
21. OPEN SPACE TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
22. LANDSCAPE, IRRIGATION AND SITE LIGHTING DESIGN TO BE PROVIDED BY OTHERS AND SHALL BE SUBMITTED UNDER
SEPARATE COVER.
23. ALL HOUSING DESIGN INFORMATION SHALL BE SUBMITTED TO THE TOWN OF WAKE FOREST IN CONJUNCTION WITH
BUILDING PERMIT PROCESS.
24. LOCATION OF FUTURE GREENWAY TRAIL TO BE SUBMITTED UNDER SEPARATE COVER FOR REVIEW/APPROVAL.
25. EXISTING VEGETATION AND NATURAL AREAS SHALL BE PROTECTED TO THE GREATEST EXTENT POSSIBLE AND THAT
MINIMUM CLEARING OF LAND SHALL BE UNDERTAKEN DURING DEVELOPMENT.
12.5'1 13.5' 1 +,i ji -ri j ic-c- 1 1.0'
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30" STANDARD --
CURB AND GUTTER
30" STANDARD
CURB AND GUTTER
TYPICAL SECTION - 90' PUBLIC R/W, 41' B -B
EX. ROYAL MILL AVENUE
N.T.S.
1.0' 15' SIDEWALKI 6.5' 12.5'
/2"
5' CONCRETE
SIDEWALK
1/4"/F7_ 4 �F I 1/21,/F7
50' R/W
10' LANE 1 10' LANE
1/4"/FT I 1/4"/FF
2.5' 1 6.5' 15' SIDEWALKI 1.0'
1 /2 /F7r ( 1/4"/FT
/4„/F /2"
'*- 5' CONCRETE
30" VALLEY CURB- ` 30" VALLEY CURB SIDEWALK
AND GUTTER PAVEMENT SECTION AND GUTTER
8" ABC, 2" S9.56
TYPICAL SECTION - 50' PUBLIC R/W, 25' B -B
MEADOW GROVE DRIVE, GOLDFINCH NEST COURT,
SPARROWHAWK LANE, HYDRANGEA FIELD COURT
N.T.S.
60' R/W
1.0' 15' SIDEWALKI 6.5' 1 2.5' 1 15' LANE
/2"
5' CONCRETE
SIDEWALK
11 /� I 1/2"/Fr
1 /4"/FT
15' LANE 12.5'1 6.5' 15' SIDEWALKI 1.0'
1 /4"/FT
1/2"/FT
/2/FT I 1 /4„/FT /2>,
30" VALLEY CURB-/ ASIDEWALK RETE
AND GUTTER 30" VALLEY CURB
PAVEMENT SECTION AND GUTTER
8" ABC, 2" S9.513
TYPICAL SECTION - 60' PUBLIC R/W, 35' B -B
TRADITIONS RIDGE ROAD
N.T.S.
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PAVEMENT SECTION NOTE
PAVEMENT SECTIONS SHOWN ARE TOWN OF WAKE FOREST MINIMUM STANDARDS.
CONTRACTOR IS TO VERIFY PAVEMENT SECTIONS WITH GEOTECHNICAL REPORT.
IF PAVEMENT SECTION IN THE GEOTECHNICAL REPORT DIFFERS FROM THE TOWN
OF WAKE FOREST STANDARDS, THE CONTRACTOR IS TO USE THE GREATER OF
THE TWO.
GRADING NOTES
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING
WITH CONSTRUCTION, FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO
THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF
SUCH NOTIFICATION HAS NOT BEEN GIVEN.
2. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29CFR
PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. EXCAVATION
EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED
PROFESSIONAL ENGINEER, PROVIDED BY CONTRACTOR RESPONSIBLE FOR EXCAVATION.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH AND/OR NCDOT STANDARDS AND
SPECIFICATIONS AS APPLICABLE.
4. CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO
BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT
ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT ANY
DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
5. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL SCHEDULE AND ATTEND A
PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF RALEIGH STORMWATER AND EROSION CONTROL DEPARTMENT,
THE ENGINEER AND A REPRESENTATIVE OF THE OWNER.
6. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR. TIMING OF REMOVAL SHALL BE COORDINATED WITH THE EROSION CONTROL INSPECTOR.
7. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON A FIELD
SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR
TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
8. SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES GREATER THAN 3:1 (H: V) SHALL BE APPROVED,
PLACED AND COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
9. GRADING CONTRACTOR SHALL BE RESPONSIBLE TO GRADE EACH LOT SUCH THAT POSITIVE DRAINAGE FROM THE HOUSE
FOUNDATION IS PROVIDED AND WATER FROM A HIGHER ELEVATION ON ADJOINING LOTS IS DIVERTED THROUGH THE USE
OF SWALES ALONG LOT LINES. THE GRADING CONTRACTOR SHALL ALSO ENSURE THAT PONDING ON INDIVIDUAL LOTS
WILL NOT BE CREATED.
10. EXISTING VEGETATION AND NATURAL AREAS SHALL BE PROTECTED TO THE GREATEST EXTENT POSSIBLE.
AD D ITI O NAL UTILITY NOTES
1. ALL WATER MAINS, SERVICES AND FIRE SERVICES GREATER THAN 2" DIAMETER ARE TO BE DUCTILE IRON PIPE. 2" &
SMALLER DOMESTIC SERVICES MUST BE TYPE K SOFT COPPER (WITHOUT FITTINGS) TO THE WATER METER.
2. ALL SEWER MAINS SHALL BE EITHER PVC OR DUCTILE IRON PIPE AS SHOWN ON THE PLANS. ALL PIPE MATERIAL
SHALL MEET CITY OF RALEIGH STANDARDS AND SPECIFICATIONS AS DEFINED IN THE LATEST ISSUE OF THE PUBLIC
UTILITIES HANDBOOK AND/OR UNIFIED DEVELOPMENT ORDINANCE (UDO).
3. ALL FIRE HYDRANTS ALONG PUBLIC R/W LINES SHALL HAVE A 3'Wx3'L CITY OF RALEIGH WATERLINE EASEMENT ONTO
ADJACENT PROPERTY.
4. ALL SANITARY SEWER INTERCEPTOR LINES (12" AND LARGER), AS WELL AS MANHOLES AND FITTINGS ASSOCIATED
WITH THE INTERCEPTOR LINE, SHALL BE INTERNALLY LINED WITH PROTECTO 401 OR APPROVED EQUAL TO PREVENT
HYDROGEN SULFIDE CORROSION. SEE THE CURRENT CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT HANDBOOK FOR
APPROVED COATINGS AND APPLICATION METHODS.
5. IN ACCORDANCE WITH GENERAL STATUTE 87-121(G), ALL UNDERGROUND UTILITIES INSTALLED AFTER OCTOBER 1,
2014 SHALL BE ELECTRONICALLY LOCATABLE. CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT FOR DETAILS AND SPECIFICATIONS FOR MEETING THESE REQUIREMENTS.
6. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST AVAILABLE RECORD DRAWINGS. THE
CONTRACTOR SHALL VERIFY CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES BETWEEN ACTUAL
FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
7. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS OR RIGHTS-OF-WAY TO BE OWNED, OPERATED, AND
MAINTAINED BY THE CITY OF RALEIGH.
8. ALL WATER AND SEWER MAINS NOT WITHIN PUBLIC EASEMENTS OR RIGHTS-OF-WAY TO BE PRIVATELY OWNED,
OPERATED, AND MAINTAINED BY THE PROPERTY OWNER.
9. CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO
BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT
ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT ANY
DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
10. ALL UTILITY SLEEVES SHALL BE SCHEDULE 40 PVC AND INSTALLED WITH 2' MINIMUM COVER. BOTH ENDS SHALL BE
CAPPED AND MARKED.
STORM DRAINAGE NOTES
1. ALL STORM DRAINAGE PIPES SHOWN SHALL BE CLASS III REINFORCED CONCRETE (RCP) UNLESS NOTED OTHERWISE.
2. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF WAKE FOREST STANDARDS.
3. ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE STRENGTH.
4 ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL.
5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION
M-198 FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE NOTED.
6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN
ACCEPTABLE STANDARD, USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS.
7. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION MATTER, WASTE CONSTRUCTION
MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY
MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE
TAMPING BLOWS OR PROOF ROLLING.
8. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE OR GEOTECH AS UNSUITABLE FOR BACKFILL PURPOSES
SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL.
9. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID. THE FILL AROUND THE PIPE
SHALL BE THOROUGHLY COMPACTED TO 95 % OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE STANDARD
PROCTOR TEST. THE TOP EIGHT (8) INCHES SHALL BE COMPACTED TO 100 PERCENT STANDARD PROCTOR.
10. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED TRENCHES AFTER PIPE HAS
BEEN PLACED.
11. ALL CONCRETE PIPE AND PRECAST STORM STRUCTURES SHALL MEET NCDOT STANDARDS AND STAMPED
ACCORDINGLY BY MANUFACTURER.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL PIPE AND STRUCTURES FOR CRACKS OR BREAKS, PRIOR
TO INSTALLATION. ANY DAMAGED ITEMS SHALL NOT BE INSTALLED.
CITY OF RALEIGH PUBLIC UTILITIES
STAN DAR D UTILITY NOTE5 CAS AP P LI CAB LES
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS,
DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT EDITION).
2. UTILITY SEPARATION REQUIREMENTS:
d) A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC WATER
SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE
LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED
TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE LESS THAN 25' FROM A
PRIVATE WELL OR 50' FROM A PUBLIC WELL.
b) WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE
10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS
THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE
TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED
FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER.
c) WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER A
WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE
SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS.
d) 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM SEWER
FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER.
e) MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS; MAINTAIN
24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE
SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE CRADLE HAVING 6" MIN.
CLEARANCE (PER CORPUD DETAILS W-41 & S-49).
f) ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN. VERTICAL
SEPARATION REQUIRED.
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &/OR PROFILE BY
THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSES
THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24
HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT.
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0' MINIMUM COVER IS REQUIRED
ON ALL REUSE MAINS.
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER SERVICES NOT BEING
USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN & REMOVAL OF SERVICE FROM ROW OR EASEMENT PER
CORPUD HANDBOOK PROCEDURE.
7. INSTALL 3/4" COPPER* WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2' WATERLINE EASEMENT
IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT'S RESPONSIBILITY TO PROPERLY SIZE THE WATER SERVICE FOR
EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE.
8. INSTALL 4" PVC* SEWER SERVICES ® 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE
& SPACED EVERY 75 LINEAR FEET MAXIMUM.
9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER VALVES ARE
REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0' ABOVE THE NEXT
UPSTREAM MANHOLE.
10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE &/OR FEMA
FOR ANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
11. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN
EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION.
12. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS SHALL BE
APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTACT TIM
BEASLEY AT [phone] OR TIMOTHY.BEASLEY®RALEIGHNC.GOV FOR MORE INFORMATION.
13. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD
INVOLVED AS LISTED IN APPENDIX -B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA.
THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY
ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST. THE
DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS
MORE STRINGENT. CONTACT JOANIE HARTLEY AT [phone] OR JOANIE.HARTLEYORALEIGHNC.GOV FOR MORE
INFORMATION.
RETAINING WALL NOTES
1. THE RETAINING WALL ALIGNMENT SHOWN ON THESE PLANS DEPICTS THE LOCATION OF THE FRONT FACE OF THE
RETAINING WALL AT THE TOP OF THE WALL. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING RETAINING WALLS
ARE NOT LOCATED IN ANY STREAM BUFFERS, AND THEIR CONSTRUCTION DOES NOT ENCROACH INTO ANY
ADJACENT PROPERTIES DUE TO ANY BATTER INCORPORATED IN THE DESIGN OF THE WALLS.
2. RETAINING WALLS ARE TO BE DESIGN -BUILD PROJECTS BY THE CONTRACTOR. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO OBTAIN FINAL CONSTRUCTION DRAWINGS FROM A REGISTERED ENGINEER AND GAIN ALL
REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE RETAINING WALLS.
3. RETAINING WALLS SHALL BE ASSUMED TO BE BACKFILLED WITH OFF-SITE BORROW MATERIAL OR PROCESSED FILL,
UNLESS THE CONTRACTOR CAN PROVIDE TO THE OWNER WITH CONFIRMATION FROM THE GEOTECHNICAL ENGINEER
AND THE RETAINING WALL DESIGNER, THAT READILY AVAILABLE ON-SITE SOILS CAN BE USED.
4. THE TOP AND BOTTOM OF WALL ELEVATIONS SHOWN ON THESE PLANS IDENTIFY FINISHED GRADE ELEVATIONS
ONLY. THE EXTENT THAT THE RETAINING WALL WILL BE EXTENDED BELOW GRADE TO THE FOOTING OR ABOVE
GRADE TO THE TOP OF THE CAP BLOCK COURSE SHALL BE IDENTIFIED ON THE RETAINING WALL CONSTRUCTION
DRAWINGS.
5. ALL RETAINING WALLS OVER 30" HIGH SHALL HAVE A SAFETY FENCE (DESIGN BY OTHERS).
6. ANY PART OF ANY RETAINING WALL THAT EXTENDS INTO THE RIGHT-OF-WAY WILL REQUIRE AN ENCROACHMENT
AGREEMENT. ENCROACHMENT AGREEMENTS FOR RETAINING WALLS SHALL BE APPROVED PRIOR TO CONSTRUCTION
DRAWING APPROVAL.
7. ANY TIEBACK SYSTEMS FOR THE RETAINING WALLS SHALL NOT BE ALLOWED WITHIN PUBLIC RIGHT-OF-WAY.
8. STORMWATER RUN-OFF SHALL BE DIRECTED AWAY FROM RETAINING WALLS. ANY RUN-OFF FLOWING TO AND OVER
A RETAINING WALL SHALL BE KEPT TO AN ABSOLUTE MINIMUM AND BROUGHT TO THE ATTENTION OF THE WALL
DESIGNER PRIOR TO THEIR DESIGN.
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF WAKE FOREST
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWP
OF WAKE FOREST, CITY OF RALEIGH & NCDOT (WHERE
APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NGVD29
FINAL DRAWING - RELEASED FOR CONSTRUCTION
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FH,ENAME: JPM15010-N1
DESIGNED BY: N D W
DRAWN BY: DLP
SCAM: N.T.S.
DATE: 04-04-2016
SHEET N0.
C -3-
'!I MCADAMS

MAIL PARKING INSET'S
SCALE: 1"=20'
13B TYPE IV MAIL KIOSK
SCALE: NTS
TA 29+79,35 TRADITIONS RIDGE AD = / / (TIE ,TO`EXISTIN 30" STAND RD
CL ROYAL MILL AVENUE / -' CURB AND G0'&R AND
TIE TO EXISTING 30" STANDARD / EXISTING%ASPHALT ( )
CURB AND GUTTER AND
„N C�
EXISTING ASPHALT (TYP.)
d _
4_ —
_ 2C
w'
PROPOSED 1 C _ ASPHALT
' " _
'MULTI=OSE TRAIL (CURRENTLY
UNDER CONSTRUCTION) -----------------
- �
- �'-'---------- '— 8' WIDE ACCESSIBLE
_
z RAMP (TYP )
U w PC 11 +40.67
k- 30,R�, 30'R 30" STANDARD -.-CURB`
�• m
_
AND (TYP.)25' REAR SETBACK i I. STA 14+01. 9 S R OWHAWK LANE _
(�'•) 10+00.00 MEADOW R V DRIVE
EX. 20' SANITARY �. r„
11' 111 -1 1
SEWER EASEMENT ' /
(B.M. 2009, PG. 172) ' STOP SIGN I
O,R (TYP.) �,,..
20' I 25' STREET 10,371 SF 15,063 SF
-�,.2g=+ 2�3g�_� ' YARD BUFFER
T TRANSITION FROM
30" VALLEY TO
rn STANDARD CURB AND 1 O 1 8' SIDE SETBACK 1 + w
453 (GUTTER (TYP.) 8 680 SF + (nP•) I
15'x15' TOWN OF WAKE FORES ro `` ' o �
SIGHT DISTANCE TRIANGLE / ' 10,803 SF M � 454 I
(TYP-) ' PC=28+64.02 7 it " 11,660 SF�
' 30" VALLEY CURB 30 STANDARD CURBL-
AND GUTTER (TYP.) 1 15x151 TOWN OF WAKE FOREST
4 SND GUTTER tJTYP•} �" SIGHT (STANCE TRIANGLE
25' REAR SETBACK_ "'�--- _ _ 1_ � STOP SIGN 5' CONCRETE
_____--S.TYP-) - ---•_ _ _ 0'R (TYP•) SIDEWALK ('•)
L STA. 28+08.89 TRA T S RIDG 0
' 30'
' 13+00
+00.00 SPARROWHAWK LANE ' 12+00 330.24' — }--
4=500-Oh'L=17.55
10 oo 11+00 i-_____-- — t------- -- i------ — �"— N57 s2'ss"w
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(TY'-)
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' 5' TRANSITION FROM 30"
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00' POIR VALLEY TO STANDARD
ate
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2ENGE FUND) ' ' CURB AND GUTTER (TYP.)
60' R/IN
8,875 SF
CONCRETE PAD
:....................
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::::::::::::: ::::::::::::::::::::::: ::::::::::�::: U ::::::::::::::::;::::::::::::::::...
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..... .. .....
.........•.::::.....:::::::::...........:
........................,. 1....... i.......
.' :::.....::.............'
15'X10' PRIVATE
ACCESS EASEMENT
8,281 SF 01
—
........ .......
• • CBU :::::::::: CBU ::::::::::::::::::::
( RIGHT OF WAY
41'
MAIL PARKING INSET'S
SCALE: 1"=20'
13B TYPE IV MAIL KIOSK
SCALE: NTS
TA 29+79,35 TRADITIONS RIDGE AD = / / (TIE ,TO`EXISTIN 30" STAND RD
CL ROYAL MILL AVENUE / -' CURB AND G0'&R AND
TIE TO EXISTING 30" STANDARD / EXISTING%ASPHALT ( )
CURB AND GUTTER AND
„N C�
EXISTING ASPHALT (TYP.)
d _
4_ —
_ 2C
w'
PROPOSED 1 C _ ASPHALT
' " _
'MULTI=OSE TRAIL (CURRENTLY
UNDER CONSTRUCTION) -----------------
- �
- �'-'---------- '— 8' WIDE ACCESSIBLE
_
z RAMP (TYP )
U w PC 11 +40.67
k- 30,R�, 30'R 30" STANDARD -.-CURB`
�• m
_
AND (TYP.)25' REAR SETBACK i I. STA 14+01. 9 S R OWHAWK LANE _
(�'•) 10+00.00 MEADOW R V DRIVE
EX. 20' SANITARY �. r„
11' 111 -1 1
SEWER EASEMENT ' /
(B.M. 2009, PG. 172) ' STOP SIGN I
O,R (TYP.) �,,..
20' I 25' STREET 10,371 SF 15,063 SF
-�,.2g=+ 2�3g�_� ' YARD BUFFER
T TRANSITION FROM
30" VALLEY TO
rn STANDARD CURB AND 1 O 1 8' SIDE SETBACK 1 + w
453 (GUTTER (TYP.) 8 680 SF + (nP•) I
15'x15' TOWN OF WAKE FORES ro `` ' o �
SIGHT DISTANCE TRIANGLE / ' 10,803 SF M � 454 I
(TYP-) ' PC=28+64.02 7 it " 11,660 SF�
' 30" VALLEY CURB 30 STANDARD CURBL-
AND GUTTER (TYP.) 1 15x151 TOWN OF WAKE FOREST
4 SND GUTTER tJTYP•} �" SIGHT (STANCE TRIANGLE
25' REAR SETBACK_ "'�--- _ _ 1_ � STOP SIGN 5' CONCRETE
_____--S.TYP-) - ---•_ _ _ 0'R (TYP•) SIDEWALK ('•)
L STA. 28+08.89 TRA T S RIDG 0
' 30'
' 13+00
+00.00 SPARROWHAWK LANE ' 12+00 330.24' — }--
4=500-Oh'L=17.55
10 oo 11+00 i-_____-- — t------- -- i------ — �"— N57 s2'ss"w
(NO
25' REAR SETBA
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RETAINING WALL #1-
c (BY `OTHERS)
EXISTING C11
RALEIGH 30'
SEWER EASE
(B.M. 1999;
8,875 SF
10+00.00 HYDRANGEA
ACCESSIBLE RAMP
(MODIFIED TYPE 3 TYP.)
CO
' 5' TRANSITION FROM 30"
4
00' POIR VALLEY TO STANDARD
ate
'i
2ENGE FUND) ' ' CURB AND GUTTER (TYP.)
60' R/IN
8,875 SF
8' PRIVATE WADI -
MAINTENANCE
Ero & S-di--nt Control
EASEMENT (TYP.
1
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RETAINING WALL #1-
c (BY `OTHERS)
EXISTING C11
RALEIGH 30'
SEWER EASE
(B.M. 1999;
8,875 SF
S
ACCESSIBLE RAMP
(MODIFIED TYPE 3 TYP.)
CO
' 5' TRANSITION FROM 30"
00' POIR VALLEY TO STANDARD
ate
'i
2ENGE FUND) ' ' CURB AND GUTTER (TYP.)
60' R/IN
8,875 SF
35' B-13
�r- <
Ero & S-di--nt Control
Date
Fir -t'
Date
8,281 SF
LU
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1 Acce ility � i
Date
8,281 SF 01
r'' 448
' 8,281 SF '5' CONCRETE
30'
O'DITIO11 RIDGE, ROAD = SIDEWALK 10
��i 5827"
FIELD URT
ACCESSIBLE RAMP 1
59.72•
' 5' TYPE- - - --_ _ _ 0
30'R
' 447 30" STANDARD�CURB
"' 0'
1 8,281 SF AND GUTTER (' .)
30" VALLEY CURB
--.+-SND GUTTERI(TYP.)
'
THESE PLANS HAVE BEEN APPROVED FOR
CONSTRUCTION BY THE
TOWN OF WAKE FOREST
Eng' eer Department
ate
'i
x/16
P blit Wor Departm
Date
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Ero & S-di--nt Control
Date
Fir -t'
Date
/
l+% le"
1 Acce ility � i
Date
t31-�'
City of Raleigh Public Utilities Department
Date
Date
s/I I /I
Date
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN
OF WAKE FOREST, CITY OF RALEIGH & NCDOT (WHERE
APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NGVD29
- FLOODWAY
EXISTING CITY OF RALEIGH 30'
SANITARY SEWER EASEMENT
BM 1998 PG 1731 & 1730
30' CITY OF RALEIGH
> SANITARY SEWER
EASEMENT & TOWF
GREENWAY EASEMENT
/ 1
F 1\
J
IABLE --WIDTH PUBLIt� R ; W �^
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PROJECT NO. JPM-15010
FIMNAME: JPM15010—S1
DESIGNED BY: N D W
DRAWN BY: DLP
SCALE: 1 " = 50'
DATE' 04-04-2016
SHEET NO. C-4
11,
J McADAMs

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L=35.42'
pgovo5E
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EX. 20 SANITARY 58'
SEWER EASEMENT
(B.M. 2009, PG. 172)2)
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--_ _ ' L=29.89
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453 3.85' <
f
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(NO REFERENCE
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N4.58'18"W .1p6�2S'
/ 335.22'N44'18'00"1N7zzzR4''18'00�"ly"_-- \
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09. /q4.3 N55'32 19"W m 1 \
rn a 129• S53.40'55"E t
c°'ijo 848 N6g585 1 20' PRIVATE STORM N 185.05'
N55'32'19"W DRAINAGE EASEMENT o w 50
N685s 27.4,'TYP.) 462 R W
(` \
MEADOW; GROVE I�R VE O � GOLDFINCH NEST COURT, } f
R_
L=14.33 (50' PUBLIC R/) ___ 9,533 SF r (50' PUBLIC R/W)S34
74.00'41 "W
' I ( 74.00' . L
i w b R=325.00' N
S55'32'19"E rn 0 L=36.75' 13,595 SF r�
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o o I 10,927 SF � J
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J 3.36' o CO R=325.00'
M o L=73.57'
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R=20.00' 470 1
W
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:- , ¢ to I
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62.00' 70.50' 57.65' L=41.59 9,737 SF
rn R=20.00'
' p %� u u /� L=28.78' R=50.00' t
S1 ARRV"IiAi, ■'^NE vi L=23.63'
R=500.00' - � to 288.65_ -R/W-)-
-57-32'58"W � a- R=325.00' t
330.2_ 4__ - 2 L=61.36'
-�50 PUBLIC R
L=17.55' 11 -w f
- -- - N57'32'58 W R=475.00' �C
R=25.00'
L=16.67 4,
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52.47 _76.00' _ _ 76.00' _ - _ 76.00' _ 52.13' R=275.00' \�00 0 52� R S0
74.00 N55'32'19"W N55'32'19"lM N553219"W N55 -'32'19"W L=23.90 >> Q" ? 1a X00'
__28.48 _ _72.18' ." .. - " " N5T32'58"W
S2 7fi'` Wh /DOS '
N5732'58W N5T32'58 4Y _ R�?�SOO 3s� �93���E o
N5T32'58"W �� N5532'19"W 1 t 1?846r 30' CITY OF RAI SIGH
1 8.53' i t I i 1 SANITARY SEWER
R=20.00'
EASEMENT & TOWF f
M L=28'07 i y GREENWAY EASE%NT 1\=
�(A 479 � � I y / 21 -IF N32.36'05"W^'z20.00'w9.437 SF 9500 SF i 1" 9 243 SF o f 9,190 SF o io l P w w ? 9,037 SF "I a? 9,120 SF 9,681 SF w 476 m A>gl
cl ^' o �; w / R=275.00'
1 10,621 SF I
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MAINTENANCE i I 12 032 SF
' y i EASEMENT (TYP.)
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1 III
- E _-__ i I
3 t 111.14' 8.4T � 4i' / 1,3
_ ^ 2.
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N 25.30' S5T18'13"E S57-18'1 YE 1 S3854'54"E ( /
ddd S5T18'73"E 76.00' " 7.51' VARIABLE WIDTH
450 M xW� o M w S5T18.13"E 74.00' - _73.38' - - - 67.56'- - i ( S5625'S0"E / `
_ Ot"' Q) , _ - - - 82.78' ^ "�, 538 4. / ate/ PUBLIC STORM
.n 85_15' _ f S4 f _ 21.14' ` \
8 281 SF cv d o o _ 75.00'
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,
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456
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YARD BUFFER
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RALEIGH SANITARY
SEWER EASEMENT J
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L=28.61' N > �o146.22'� l
17,045 SF 11,408 SF
468 _
t « R=25.00' i \-
�1 N R=25.00' m
N N L=21.03' 11 967 SF
�`S55'32' 19"E L=21-03' tO J `O ' o \
153.33' _ _ b, �' o in \
� 0 , '5A v
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09. /q4.3 N55'32 19"W m 1 \
rn a 129• S53.40'55"E t
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N55'32'19"W DRAINAGE EASEMENT o w 50
N685s 27.4,'TYP.) 462 R W
(` \
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R_
L=14.33 (50' PUBLIC R/) ___ 9,533 SF r (50' PUBLIC R/W)S34
74.00'41 "W
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'I� 460 j -- --131.03'-- -- ( 011 (j \
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m , � N34'27'41 "E or -
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m �! t I I N49'77'19"E Q'CO t '
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M o L=73.57'
I R=20.00' u p ! o
R=20.00' 470 1
W
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:- , ¢ to I
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62.00' 70.50' 57.65' L=41.59 9,737 SF
rn R=20.00'
' p %� u u /� L=28.78' R=50.00' t
S1 ARRV"IiAi, ■'^NE vi L=23.63'
R=500.00' - � to 288.65_ -R/W-)-
-57-32'58"W � a- R=325.00' t
330.2_ 4__ - 2 L=61.36'
-�50 PUBLIC R
L=17.55' 11 -w f
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R=25.00'
L=16.67 4,
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74.00 N55'32'19"W N55'32'19"lM N553219"W N55 -'32'19"W L=23.90 >> Q" ? 1a X00'
__28.48 _ _72.18' ." .. - " " N5T32'58"W
S2 7fi'` Wh /DOS '
N5732'58W N5T32'58 4Y _ R�?�SOO 3s� �93���E o
N5T32'58"W �� N5532'19"W 1 t 1?846r 30' CITY OF RAI SIGH
1 8.53' i t I i 1 SANITARY SEWER
R=20.00'
EASEMENT & TOWF f
M L=28'07 i y GREENWAY EASE%NT 1\=
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cl ^' o �; w / R=275.00'
1 10,621 SF I
12' PRIVATE WALL ri I m I 475 / L=6.68'
MAINTENANCE i I 12 032 SF
' y i EASEMENT (TYP.)
125 00 S4158�27" y ( S55'32'19"E S55'32'19"E ( 474 5 3 S2T0T12 w Yt
1 III
- E _-__ i I
3 t 111.14' 8.4T � 4i' / 1,3
_ ^ 2.
S41'32'08"W 55'32'19 E '72, / 10,262 SF / 20.00'
N 25.30' S5T18'13"E S57-18'1 YE 1 S3854'54"E ( /
ddd S5T18'73"E 76.00' " 7.51' VARIABLE WIDTH
450 M xW� o M w S5T18.13"E 74.00' - _73.38' - - - 67.56'- - i ( S5625'S0"E / `
_ Ot"' Q) , _ - - - 82.78' ^ "�, 538 4. / ate/ PUBLIC STORM
.n 85_15' _ f S4 f _ 21.14' ` \
8 281 SF cv d o o _ 75.00'
^tN 484 ,N� off.-_ -72.31''. .._70AO'7 ' � N57-18'1 3W � w to 63.gg..,, =1 - - / / DRAINAGE EASEMENT
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-- ----- - 335.62'
°
RALEIGH SANITARY
SEWER EASEMENT J
E `\ \ \ �
(MEASURED
125.00' '. _' "-•-•- ...
_ t}1
70.00' 74.00
R=25.00'
22.67 L=21.02'
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(TYP.) !
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=3
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THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF WAKE FOREST
Engine ing Department Date
MM , �i/16
J�3� 1k�'
City of Raleigh Public Utilities Department
Date
Date
Date
Date
Date
Date
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWP
OF WAKE FOREST, CITY OF RALEIGH & NCDOT (WHERE
APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NGVD29
SEE SHEET C-3 FOR ALL
PROJECT, SITE, GRADING, STORM
DRAINAGE AND UTILITY NOTES.
FLOODWAY
EXISTING CITY OF RALEIGH 30'
SANITARY SEWER EASEMENT
BM 1998 PG 1731 & 1730
I
8' PRIVATE JAHL
MAINTENANCE
EASEMENT ('T .)'
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
.may �y
FINAL DRAWING - RELEASED FOR CONSTRITCTION
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PROJECT NO. JPM-15010
FILENAME: JPM15010-S2
DESIGNED BY: N D W
DRAWN BY: DLP
SCALE: 1 " = 50'
DATE: 04-04-2016
sxz•;ET Na. C-5
'J1 MCADAMS

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PAVEMENT MARKING - SIGNAGE NOTES: ALL INTERNAL STREETS
POSTED SPEED = 20 MPH
1. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT)DESIGN !`
AND/OR TOWN OF WAKE FOREST STANDARDS AND SPECIFICATIONS. SPEED = 20 MPH'
2. ALL SIGNS SHALL BE PRISMATIC AND ADHERE TO THE MINIMAL RETROREFLECTIVITY STANDARDS FOUND IN THE LATESTf
VERSION OF THE MUTCD. ALL SIGNS MUST MEET MUTCD GUIDELINES FOR LETTER HEIGHT, LEITER CASE AND SIGN COLOR.
3. EXISTING SIGNS SHALL BE RELOCATED TO THE APPROPRIATE LOCATION IN THE FIELD.
4. ANY WARNING SIGN SHALL BE FLOURESCENT YELLOW GREEN PER THE TOWN'S REQUIREMENT.
5. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND ARE TO BE PLACED PER NCDOT STANDARDS /
\
NCDOT DETAILS 1205.011205.12) (REFERENCE 2012,
6. SIGN DESIGNS FOR STREET NAME SIGNS SHALL BE APPROVED BY TRANSPORTATION AND FACILITIES DEPARTMENT STAFF '
TO ENSURE COMPLIANCE WITH MUTCD SPECIFICATIONS. DESIGNS MUST BE APPROVED BY TaF STAFF PRIOR TO
ACCEPTANCE OF STREETS OR ISSUANCE OF 1ST CO.
7. SEE DETAIL SHEET D-3 FOR MORE INFORMATION. '
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EX. 20' SANITARY
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(B.M. 2009, PG. 172) ' ' _ I
T2 _ I
BUFFER YAR 456
rSTOP sIGN 454 I' TOWN OF WAKE FOREST o
SIGHT DISTANCE TRIANGLE R1-1 { 455
' (TYP.) N
t 453
15'x15' TOWN OF WAKE
FOREST SIGHT DISTANCE 1
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i DRAINAGE EASEMENT
--MEAD 0W GROVE`` 1 R VE 462
(50' PUBLIC R/lI)
SEE SHEET P-9�
SSTOP SIGN --,
i 1 ACCESSIBLE RAMP J 1
6 3 f i I 480 TYP.(MODIFIED TYPE 3
' o 479
' 451 r
' 450 ,•1 1
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_ ACCESSIBLE RAMP
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461
1
ACCESSIBLE RAMP
(MODIFIED
TYP.) TYPE
4AS ARROWHALAM
(50' PUBUO IR/W)
483 r 482 481 { I
i
{ I � 20' PRIVATE STORM ' {
1 I i DRAINAGE EASEMENT
(TYP.)
' 487 ! 488 1 489 I
STOP SIGN 485 4$6 { { { {
R1 1
! ` I MAIL KIOSK '
1 EASEMENT \
(TYP.) oo
HYDRANGE FIELD C I URT
(50 P BLIC R/W)
15+00 m 16+00
i
1 ACCESSIBLE RAMP
I (MODIFIED TYPE 3 TYP.)
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF WAKE FOREST
Engine0ing Department Date
�
olLy((t
ublic Wor Department Date
Erd's'joiVSediment Control Date
'
Iv
e,
I 1 SEE HEET P-2 - k I TH.) � � ,� �
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-_�
14+00100 YEAR
ZONE.
11+00 + 12+00 -i- 13+0FLOOD PLAIN "
-}-
{
1
15'x15' TOWN OF WAKE FOREST '
SIGHT DISTANCE TRIANGLE
(TYP.)
496 �
ACCESSIBLE RAMP
(MODIFIED TYPE 4A TYP.)
Urban F restry
V //A
City of Raleigh Public Utilities Department
Date
Date
t
Date
Date
Date
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN
OF WAKE FOREST, CITY OF RALEIGH & NCDOT (WHERE
APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NGVD29
SEE
490
PRIVATE
.- --'
OPEN SPACE '
IN, ;, --
I
1 i
HANDICAP SIGN
�R7-8 (SEE DETAIL
I i 30' CITY OF \
---� RALEIGH SANITARY
ON SHEET D-3)--
T3 24" WHITE CROSSWALK LINE (HIGH VISIBILITY)
Urban F restry
V //A
City of Raleigh Public Utilities Department
Date
Date
t
Date
Date
Date
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN
OF WAKE FOREST, CITY OF RALEIGH & NCDOT (WHERE
APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NGVD29
SEE
SHEET C-3 FOR ALL
PROJECT, SITE, GRADING, STORM
DRAINAGE AND UTILITY NOTES.
PAVEMENT MARKING LEGEND
-\LANE
LINESZMARKINGS
T2 24" WHITE STOPBAR
T3 24" WHITE CROSSWALK LINE (HIGH VISIBILITY)
:N,,-
TO 8" WHITE CROSSWALK LINE
\
ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC
AND ARE TO BE PLACED PER NCDOT STANDARDS
(REFERENCE NCDOT DETAILS (1205.01-1205.12)
\
SIGNAGE LEGEND
-- /
R1-1 STOP SIGN 30"
FLOODWAY
EXISTING CITY OF RALEIGH 30'
SANITARY SEWER EASEMENT
BM 1998 PG 1731 & 1730
30' CITY OF RALEIGH
SANITARY SEWER
> EASEMENT & TOWF
. GREENWAY EASEMENT
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
FINAL DRAWING — RELEASED FOR CONSTRUCTION
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PROJECT NO. JP M —1 501 0
FluNAME: JPM15010—PM1
DESIGNED BY: N D W
DRAWN BY: DLP
SCAM 1 " = 50'
DATE: 04-04-2016
SHEET N0.
—15
11JI MCADAMS

GRADING LEGEND
C�
FLARED END SECTION
ENDWALL SECTION
CATCH BASIN
DROP INLET
0
JUNCTION BOX
�-
DRAINAGE FLOW ARROW
250.50
250.00
TOP & BOTTOM CURB ELEVATIONS
\,M=223.00 -TOP OF WALL ELEVATION
BW=213.00-BOTTOM
OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+250.60
SPOT ELEVATION
ot�
25STREET
/ i i \ \ YARN BUFFER J
/�i \464 \
/ ,��i/ i _ \ V A� �67
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EASEMENT I I f
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463Th
} t.
23 LF �5" RCP
20' PRIVATE STORM 1 A - _ 14 8 I I\
DRAINAGE EASEMENT \ ®0. 8% I ~' --
/\ ) DI 216 \ /
U ,'� _ _ - - '- - - --�- - - CB 221
- 22 LF 15" RCP X3$3.0 )� f 6
3 0 0.8s% - , / / CB -220
_ C I
CB -215 - '� / 1 I 7 LF 15" RCP I
0 2.17%
462 h D 7T(R +t y(
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�" i
CB -214 - / CB -21s i Q46J } 11
EX. 20' SANITARY =� / } ' i i EXIS613 ITY OF f AL GH 3t r
>� ..r�'�-�_ .,- - '_ AA / / / } } } � t t - - - " - - - 77 LF 15-/ RCP � �
SEWER EASEMENT �> - - \ \ t / / \ } ' } 95 LF 15" RCP i 174 LF 1 RCP % / } �SANI'(ARYSEWER EASE E
(B.M. 2009, PG. 172) } �' _/ ` I .
- - _ 5' T EET / t } } ®0.64% z 2.47% - tf
1 0 1.52 1 98 I�G 131 r& 73
YARD BUFFE t / � / � / / � 4 7 � } } } � � 4 ----CB-21 � � 23 LF 15" � RCP
45 / l Q I i 59 - / / I 23 1 1 1 I I
\-- �i i F�. - t , 461 / I I i I 1
460 _ �
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\10'
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I x 1 454 } i � / / � �. -� CB -213�-
{ i CB -20?/ / / / ` 46 LF 15" RCP �� I CB -222 1 1 I I I I 6 t } 1 FLOi
0 0.63% 50 P C1 �� �
CB -20
s B 217 1 i 14 1 1 - T
}CB -210
} s
t
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i ®10.92%
I.
I
} } I2w I.F L 78 LF 24 -/RCP 1 1
}
v` m
-.. x _-� _ 3.07% i
F z.. ,.
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CB -k8 \ - - - _ - CB -206
\ \ 30 LF 15" RCP
\ i \ CB -211 ® 1.99% 135 LF 18" RCP 22 LF 24" RCP CB -205 \ j;
v 0 1_89% 0 0.88% t t / »
43 LF 15
®0.88% " RCP 1 L- �- t ca CB -204
�6 LF 15'�RCP
1 2.64%
45� \ \ \ \V 1 480 _ _ X479�'
\ \ V C ��o i 4 8 i 112 PRIVATE WALL 1 t} 76 91 LF 24" RCP
/ 1 ��
1 CB�307
MAINTENANCE ®5.50% i
(EASEMENT �TYP.)-
_ -
(RETAINING 1 i I " CB -20
�tMAL12 - - - - 123 LF 24 RCP / 1 i �,
r -B-2021 /
\ ----- _ t DI -105
ev
EXISTING 100' (BY OTHERS _ - - - - �''___ 6 5Z� - _ I"�: \ \ \ 1
POWER EASEMENT \ \ 1 -
(NO REFERENCE V A V A A V A A _ _ - - _ ---" i - `� LF 3� R Pi1 } �
FOUND} s A A _ - 352.50 / 0.72%
450 - v i
V v TW=346:70
- TREE SAVE (TYP.) � 473
\ V v / TW -342.40 '' - }
_ v 0 PRIVATE 1 _ -
P" f M " V v A \ �i ..;. , BW=,34220 50 LF 24" RCP / }
2 _ E-4 139 LFA 15 RCP v v i A i \ i SI�RM 1 ___ " �- -== -= - 0 5.39% / 1 A -
_ ,. » . 0 2.52%\ v V A 1 DRAINAGE / TW=344.20 ^ r _ _ _ _ _ A i RIM 33 . 0
_ A TW=351).80 � \� i A �\
EASEMENT O 1 BW=342:80/ �• - - - - -
1 \ v \ \ V A BW -340. 0�. /� ` I
¢89 t �; _ i /2o PUBLIC
Qy £ _ V A _ \3 \ \ V A t i %; TW=350.0 � � ��. ..2(L UBUC STORM � -STORII�DRAINA
v ' 449w \ \ \ 1 488 \ "
EASE fi SEE ITORM'�ATE
�c A V I \ t 8W=34300 ,� , i DRAINAGE "EASEMENT $$ F��
`z 32 LF 18 ERCP A ! \ { \ 9 -LF 15 RCP " ��� _ SHEEfiS F V
\ I A 4$ " 181 LF 18 RCP% / w
C f h•y \ 0 0.77% \ \ 87 LF 1 h ®2.�6%� \ �; "� „�L I 0i 2.93% ` �; / DESi N
- - - - [�j �"� £ \ 486 \ \ "\ O 286% AIL KIOSK 01 TW=346.OQ. �, - PRiVA /
E - E..y 29 Lf 15 RCRt EASEMENT
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TYP.
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- . \THICK CLASS B
- 46 LF 18" RCP \
g - \ \ � � .``�� `, .,\ � �\ RiP=►jAP PAD
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1 Z:O: --=-r2
a ®1.51%
448
to CB 303A_ rFES-1Ans 3fi�"
•�-' �'-
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF WAKE FOREST
Engmepring gepartment Date
'114_1�12H / ff,
Public Works DeparAment, Date
I .Y'-13-- t
t Eros' n Sediment Control Date
1^' --
Fire Prevention Date
Date
f
Date
Date
'33 Srtt/I�
City of Raleigh Public Utilities Department Date
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN
OF WAKE FOREST, CITY OF RALEIGH & NCDOT (WHERE
APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NGVD29
SEE SHEET C-3 FOR ALL
PROJECT, SITE, GRADING, STORM
DRAINAGE AND UTILITY NOTES.
FES -100 CB -103
INV=341.00 T/C=354.38
JB -101 INV IN=350.30 (CB -104)
�� RIM=350.10
�INV OUT=350.20
INV IN=346.55 (DI -105) CB -104
INV IN=346.55 (CB -102) T/C=355.04
INV OUT=346.30
INV OUT=350.90
CB -102 DI -105
T/C=351.80 T/G=352.20
INV IN=347.65 (CB -102A) INV OUT=348.70
INV IN=347.70 (CB -103)
INV OUT=347.60
CB_ 102A
T/C=351.80
\ -= INV OUT=347.70
CB -202 CB -212
T/C=328.80 T/C=357.46
INV IN=324.00 (CB -202A) INV OUT=353.40
INV IN=324.00 (CB -203)
INV OUT=323.90
CB -213
_= T C=355.42
i T/C328.80 INV IN=349.30 (CB -214)
INV OUT=324.10 INV OUT=349.20
)
CB -203
CB -214
/T/C=331.60 T/C=354,25
it j P" ,. INV IN=326.80 (CB -204) INV IN=350.00 (CB -215)
4,1
INV OUT=326.70 INV OUT=349.90
CB -204 CB -215
T/C=354.25
T/C=339.83 NV OUT=350.20
! " INV IN=335.00 (CB -205)
INV OUT=334.90 DI -216
" CB -205 T/G=352.50
' T/C=345.16 INV OUT=349.00
- INV IN=337.90CB-217
( ) CB -217
! INV ►N=340.30 (CB -206) T/C=345.15
! INV OUT=337.40 INV IN=338.20 (CB-218)
CB-206 INV OUT=338.10
!
/ T/C=350.49 CB -218
INV IN=345.40 (CB -207) T/C=343.02
/ 1 % INV OUT=345.30 INV IN=338.70 (CB -222)
INV IN=338.90 (CB -219)
CB -207 INV OUT=338.60
T/C=350.49
INV IN=346.35 (DI -216) CB -219
INV IN=346.10 (CB -208) T/C=345.03
INV OUT=345.60 INV IN=340.90 (CB -220)
INV OUT=340.80
CB -208
T/C=354.79 CB -220
INV IN=348.90 (CB -213) T/C=347.01
INV IN=350.70 (CB -209) INV IN=342.70 (CB -221)
INV OUT=348.65 INV OUT=342.60
CB -209 CB -221
T/C=357.46 T/C=347.01
INV IN=353.20 (CB -212) INV OUT=342.90
INV IN=353.40 (CB -210)
iNV OUT=353.10 CB -222
T/C=343.02
CB -210 INV OUT=338.90
� T/C=361.48
INV IN=357.40 (CB -211)
" INV OUT=357.30
-; CB -211
T/C=362.09
INV OUT=358.00
It
EW -300 CB -304
INV=344.50 T/C=359.11
.l CB -301 INV OUT=355.05
>> T/C=357.82 CB -305
INV IN=353.55 (CB -302) T/C=361.39
INV IN=353.50 (CB -303) INV IN=356.80-306 CB
INV OUT=348.90 INV OUT=356.71? )
CB -302
T/C=357.82 CB -306
INV OUT=353.75
T/C=361.39
INV CB -303 INV OUT=357 05 CB -307)
T/C=359.11
INV IN=354.85 (CB -304) CB -307
INV IN=354.70 (CB -303A) T/C=365.00
INV OUT=354.60 INV iN=360.90 (CB -308)
i INV OUT=360.80
K'1\ CB -303A
T/C=360.33 CB -308
INV IN=356.00 (CB -305) T/C=366.97
INV OUT=355.90 INV OUT=362.90
\� X G�EENtAY ` \��, `�AAl
6 EASEMENT \
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PROJECT NO. .
JPM-15010
FIuNAME: JPM15010-G1
DESIGNED BY: N D W
DRAWN BY: DLP
SCALE: 1" = 50'
DATE' 04-04-2016
SHEET N0. C-7
1111 MCADAMS

UTILITY LEGEND
Public Public
Sewer Collection / Extension System Water Distribution / Extension System
The city of Raleigh consents to the connection and extension of the The city of Raleigh consents to the connection and extension of the
Citys public sewer system as shown on this plan. The material and City's public water system as shown on this plan. The material and
Construction methods used for this project shall conform to the Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook. standards and specifications of the CitVs Public Utilities Handbook.
City of Raleigh 402- City of Raleigh
Public Utilities Department Permit B Public Utilities Department Permit #
Authorization to Construct Authorization to Construct,
Date 1511 (/t Date 'Sh 1/( l3
ool
/ S i
X
/�
/
101,
—25' STR
T—T—T—T— TELEPHONE (2) 12-xOSS
OSS WITH / / BUFFER EEf YARD TREE SAVE �)
• SEWER CLEAN-OUT(2) 8- Gv&B / / (TYP.)
EASEMENT LINE / WAKE. -'
e t
r f� 4G4 i 20' TOWN OF WAK l t
REMOVE EX. 8- BLOW -OFF // i FOREST GREENWAY
® GREASE TRAP ASSEMBLY AND EXTEND 8.P �/ 3/4- TYPE -K- COPPER EASEMENT
_e
DIP W/L/ DOMESTIC WATER SERVICE WITH
SEWER FLOW DIRECTION / 5/8" WATER METER (TVP.) �-
ARROW / Y / �� -^-_ _ _ ---_- _ _ _ 467 1
% t
,v.:" \ f' C j ;:. / ^- - 45' BEND " 1
F / M
SAWCUT, REMOVE, AND PATCH EXISTING
ASPHALT AS REQUIRED FOR EX. FIRE HYDRANT i _ _ _ _ _ _ i �'
/
SM a --
g 12-x12- TAPPING SLEEVE WITH s �^ i / �� ASSEMBLY (TYP.) - t
4 SANITARY SEWER
1 12 Gv&e 4634
ice(
�> as SERVICE WITH
V. {�1 / ` CLEANOUT (TVP.)
— 4p� 468
777
20' PRIVATE STORM
t DRAINAGE EASEMENT
SSMH-210 , ../ (TYP,)
a
12-
DIP 462 G(}LDFIN�I-I NEST COtTR�w
__. — ME GROVE 0
�.., � .�� _ � �, , � _P , �� , �-
MEADOW ROE R VE
50' PUBLIC R i P LIC R���
` + SSMH-208 469 SEES ET P-4
Q
- - -- - - `" SESHEET P-
3/4- TYPE -K- COPPER'
EX. 20' SANITARY / DOMESTIC WATER !�
SEWER EASEMENT SERVICE WITH 5/8 i z 10
(B.M. 2009 PG. 172) I WATER METER (TYP.)
EX. FIRE HYDRANT_�
�-- 25 459 ( 460
ASSEMBLY (TVP.) STREET
, q%
_---- YARD BUFFER ' 456 Q i EXISTING CITY OF RALEIGH 30 `
O I 461 SANITARY SEWER EASEMENT
1 455 + 4- SANITARY SEWER+ ' SSMH-207 BM 1998 PG 1731 & 1730 + +
SERVICE WITH CLEANOUT i
454 (m'') FIRE HYDRANT f 470
x
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SSMH-304
ASSEMBLY (TYP.)
FIRE HYDRANT i s FIRE HYDRANT i
(50 PUBLIC RAW) i' � ASSEMBLY (TYP.)
' - ASSEMBLY (TYI +
- SEES ET P-3`
--- -- ' a
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+ SEE SHEET P-5)
° 8 DIPWL i
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-"-- - ------ - - SSMH-20 g SSMH-202 ASSEMBLY (TYP.).�
r _. R�
v
12-x8- TEE 45' BEND
f i (2) 12- GV&B
(1) 8- GV&B
_ SSMH 20tT3
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF WAKE FOREST
Enginee ing Pepartment I Date
ublicPor Departmen Date
fa e 1 Co
�l Erosio c S- dingLe ro Date
1 Fire Pr7v ntion Date
lAccessi �% ate
t'z2o_
Date
Date
City of Raleigh Public Utilities Department Date
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN
OF WAKE FOREST, CITY OF RALEIGH & NCDOT (WHERE
APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NGVD29
SEE SHEET C-3 FOR ALL
PROJECT, SITE, GRADING, STO!
DRAINAGE AND UTILITY NOTES.
� 1
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1
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SANITARY SEWER
EASEMENT & TOWF
GREENWAY EASEMENT
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PROJECT NO. JPM-15010
FILENAME: JPM15010-U1
DESIGNED BY: N D W
DRAWN BY: DLP
SCALE: 1$J = 50'
DATE: 04-04-2016
SHEET N0. w
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M" MCADAMS
FIRE HYDRANT ASSEMBLY T
YARD LIGHTS
FIRE DEPARTMENT CONNECTION (FDC)
LIGHT POLE
®
WATER METER
N
WATER VALVE
POWER POLE
N
POST INDICATOR VALVE ti
LINE BREAK SYMBOL
VALVE IN MANHOLE
WATERLINE
METER & VAULT
WATER SERVICE LINE
Q
BACKFLOW PREVENTER-----------------
UTILITY SLEEVE
REDUCER
SANITARY SEWER
u
PLUG
SEWER SERVICE LINE
o-►♦—
BLOW -OFF ASSEMBLY—G—G—G—G—
GAS LINE
01.1-01.1—
OVERHEAD UTILITY
SANITARY SEWER MANHOLE UE UE
UNDERGROUND ELECTRIC
Public Public
Sewer Collection / Extension System Water Distribution / Extension System
The city of Raleigh consents to the connection and extension of the The city of Raleigh consents to the connection and extension of the
Citys public sewer system as shown on this plan. The material and City's public water system as shown on this plan. The material and
Construction methods used for this project shall conform to the Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook. standards and specifications of the CitVs Public Utilities Handbook.
City of Raleigh 402- City of Raleigh
Public Utilities Department Permit B Public Utilities Department Permit #
Authorization to Construct Authorization to Construct,
Date 1511 (/t Date 'Sh 1/( l3
ool
/ S i
X
/�
/
101,
—25' STR
T—T—T—T— TELEPHONE (2) 12-xOSS
OSS WITH / / BUFFER EEf YARD TREE SAVE �)
• SEWER CLEAN-OUT(2) 8- Gv&B / / (TYP.)
EASEMENT LINE / WAKE. -'
e t
r f� 4G4 i 20' TOWN OF WAK l t
REMOVE EX. 8- BLOW -OFF // i FOREST GREENWAY
® GREASE TRAP ASSEMBLY AND EXTEND 8.P �/ 3/4- TYPE -K- COPPER EASEMENT
_e
DIP W/L/ DOMESTIC WATER SERVICE WITH
SEWER FLOW DIRECTION / 5/8" WATER METER (TVP.) �-
ARROW / Y / �� -^-_ _ _ ---_- _ _ _ 467 1
% t
,v.:" \ f' C j ;:. / ^- - 45' BEND " 1
F / M
SAWCUT, REMOVE, AND PATCH EXISTING
ASPHALT AS REQUIRED FOR EX. FIRE HYDRANT i _ _ _ _ _ _ i �'
/
SM a --
g 12-x12- TAPPING SLEEVE WITH s �^ i / �� ASSEMBLY (TYP.) - t
4 SANITARY SEWER
1 12 Gv&e 4634
ice(
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V. {�1 / ` CLEANOUT (TVP.)
— 4p� 468
777
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SSMH-210 , ../ (TYP,)
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Q
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EX. 20' SANITARY / DOMESTIC WATER !�
SEWER EASEMENT SERVICE WITH 5/8 i z 10
(B.M. 2009 PG. 172) I WATER METER (TYP.)
EX. FIRE HYDRANT_�
�-- 25 459 ( 460
ASSEMBLY (TVP.) STREET
, q%
_---- YARD BUFFER ' 456 Q i EXISTING CITY OF RALEIGH 30 `
O I 461 SANITARY SEWER EASEMENT
1 455 + 4- SANITARY SEWER+ ' SSMH-207 BM 1998 PG 1731 & 1730 + +
SERVICE WITH CLEANOUT i
454 (m'') FIRE HYDRANT f 470
x
jI SPARROWIHA�
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ASSEMBLY (TYP.)
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' - ASSEMBLY (TYI +
- SEES ET P-3`
--- -- ' a
r�
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SS 0/F "6"
+ SEE SHEET P-5)
° 8 DIPWL i
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-"-- - ------ - - SSMH-20 g SSMH-202 ASSEMBLY (TYP.).�
r _. R�
v
12-x8- TEE 45' BEND
f i (2) 12- GV&B
(1) 8- GV&B
_ SSMH 20tT3
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF WAKE FOREST
Enginee ing Pepartment I Date
ublicPor Departmen Date
fa e 1 Co
�l Erosio c S- dingLe ro Date
1 Fire Pr7v ntion Date
lAccessi �% ate
t'z2o_
Date
Date
City of Raleigh Public Utilities Department Date
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN
OF WAKE FOREST, CITY OF RALEIGH & NCDOT (WHERE
APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NGVD29
SEE SHEET C-3 FOR ALL
PROJECT, SITE, GRADING, STO!
DRAINAGE AND UTILITY NOTES.
� 1
J-- FLOODWAY
1
J
NEW 30' CITY OF RALEIGH
SANITARY SEWER
EASEMENT & TOWF
GREENWAY EASEMENT
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PROJECT NO. JPM-15010
FILENAME: JPM15010-U1
DESIGNED BY: N D W
DRAWN BY: DLP
SCALE: 1$J = 50'
DATE: 04-04-2016
SHEET N0. w
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M" MCADAMS

PLANT SCHEDULE (STREET TREES ONLY) LANDSCAPE CALCULATIONS SPECIMEN TREE REPLACEMENT SCHEDULE: EXISTING TREE LEGEND
TREES CODE QTY COMMON NAME BOTANICAL NAME CALREMARKS STREET TREES
TOTAL INCHES OF SPECIMEN TREES REMOVED: 281 CALIPER INCHES (SIZE IN INCHES) THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
,
REPLACEMENT RATE: 3 CALIPER INCHES REQUIRED PER 8 CALIPER INCHES REMOVED OTP TULIP POPLAR TOWN OF WAKE FOREST
TRADITIONS RIDGE ROAD: 970 LF REQUIRED: 36 3 TREES OR 108 TOTAL CALIPER INCHES (281' REMOVED/ 8")
• GA 14 Maidenhair Tree Ginkgo biloba 'Autumn Gold` TM 2" Male Species Only. CANOPY TREES REQUIRED: 20 (1/50 LF) PROVIDED: 37 3" TREES — 111 ADDITIONAL CALIPER INCHES OWIG
*00000041 CANOPY TREES PROVIDED: 22 H HICKORY
' '
• QA 37 White Oak Quercus alba 3" HYDRANGEA FIELD COURT: 940 LF
CANOPY TREES REQUIRED: 19 (1/50 LF) OEngeerg Department Date
Q OAK — A6
CANOPY TREES PROVIDED: 20 O Public W s Departmen Date
• QB 20 Swamp White Oak Quercus bicolor 2" g BEECH
SPARROWHAWK LANE: 1,738 LF �.
CANOPY TREES REQUIRED: 35 (1/50 LF) _ _ Ero i & Sediment Control Date
�- QM 13 Burr Oak Quercus macrocar a 3' ` CANOPY TREES PROVIDED: 36 / - "' `"`=�
GOLDENFINCH NEST COURT: 600 LF / / - / / /"` =� X� ?� Y l!�. �� Fire Pr n 'on Date
UP 6 Chinese Elm Ulmus parvifolia 2" CANOPY TREES REQUIRED: 12 (1/50 LF)
III i A -
City of Raleigh Public Utilities Department
Date
Date
Date
Date
1
t
LANDSCAPE CALCULATIONS
*BUFFER CALCULATIONS
ROYAL MILL AVENUE — STREET YARD
BUFFER 771 LF
TREES REQUIRED:
16 (2/ 100 LF)
TREES PROVIDED:
TBD
POWER POLE
UNDERSTORY TREES REQUIRED:
22 (1/ 35 LF)
•�i®��®��®��®iio
UNDERSTORY TREES PROVIDED:
TBD
PROPERTY LINE
— — —
RIGHT—OF—WAY LINE
— — — —
LOT LINE
— —
EASEMENT LINE
5' TYPE 'B' BUFFER
500 LF
TREES REQUIRED:
5 (1/ 100 LF)
1
TREES PROVIDED:
TBD
UNDERSTORY TREES REQUIRED:
3 (.5/ 100 LF)
UNDERSTORY TREES PROVIDED:
TBD
SHRUBS REQUIRED:
35 (7/ 100 LF)
SHRUBS PROVIDED:
TBD
*SEE SHEET LS -2 FOR TYPICAL 100'
LANDSCAPE BUFFER SECTIONS.
FAS (ACCESS TEYMPE.N) T
OF RALEIGH Ii
2�o ANITARY SEWER 'f 0' CITY
EASEMENT
5' AR SETBACK
,.,. , x �► r� j\o ;�� � qj
/
s
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i'
t� �ai m <v a .o► `
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1.0
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1 . , \ (B.M. 1999, PG
I" j 803}-?
NOTES:
1) ANY TREE LOCATED WITHIN A SIGHT DISTANCE TRIANGLE WILL
BE LIMBED UP TO A MINIMUM OF 8'.
2) NO STREET LIGHTING SHALL BE LOCATED CLOSER THAN 15'
FROM A STREET TREE.
3) NO STREET TREE SHALL BE CLOSER THAN 30' FROM
ANOTHER STREET TREE MEASURED FROM TRUNK TO TRUNK.
SITE LEGEND
—n—
2 I I! t v -
�
SIGNAGE
YARD LIGHTS
LIGHT POLE
POWER POLE
TRAFFIC DIRECTIONAL ARROW
•�i®��®��®��®iio
PHASE LINE
— —
PROPERTY LINE
— — —
RIGHT—OF—WAY LINE
— — — —
LOT LINE
— —
EASEMENT LINE
—
CENTERLINE
CONCRETE
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
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FNM: JPM15010-LS1
DESIGNED BY: N D W
DRAWN BY: DLP
SCALE: 1 " = 50'
DATE: 04-04-2016
SHEET N0.
LS -1
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STANDARD TREE INSTALLATION DETAIL (TYP I
IN C 0RRI.0 C"(J
11 1 _SECT CUT
a tl
Y
r
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�HW MAX -Ml ou-MOV. OF
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N.T.S. STANDARD TTREE PRUNING DETAIL (TYP.)
N.T.S.
k'z PRO 'I
__...._..,__.....____.;._-__r.:________-_..,...__-......__-____._...__-..____.--------
53
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'PEE I IT - INE I,I NE
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edge of rootball,.
notpiled on 0 t g -a 5 i
z r . LA AT4 AREA
6 PREFFERED FOR MEDUM WED TREES
MIN, ( '- t ' T y
; �OR LA, hLE O at R:
w , 6 R1
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h
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t� P€�CFUEt>TREE
1s.
I
SETWEDN STREET _ _ M SEN-. SMALL BE NO CLOSER
THAN 5' TO DRIT4'KAYS
#RFF ._
STANDARD TREE INSTALLATION DETAIL (TYP.) r1I-- --
N.T.S.'
`F1f # LtO "STYt � e TRe tA31f�1Cm 4T
ari PLANT T S ES 5' eOWNG SIODWA, K
RIC HT-OF-y;AY UNE
u 3 # f'ROPERITY INE
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L iD GTaiT
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LA:*N AREA
PUBLIC SIRE T
l TRECS S41AL& r�E NO s L '4EF
Tti,�,i 5' TO AT��S' PaV!E?,{ENl` OPTION
IN €tsF� r tit Els aar
SiR �.T
EE
iT
w� J ,ILiT`Y EASEMENTF PRIVATE PCif rY' .^� �a4
Ri101,4T`-t --W Y LINE
root
PF:CfIERT"Y LINE
R,.'
�Bh i T E T TREES
ball '`W 3 - - c 5` 8CMIND CURL,, A 6' PUBLIC
xTR ET TREE EASEMENT MAY
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rRj800, SiREk" "s- -
1 TRAN 5' TO ORh E WAYS " TICN A
STIR
EET WIT8 SIDEWALK
STANDARD TREE STAKING DETAIL (TYP.)
N.T.S. STREET T EES SHALL CIE PLANTED IN THE flItH(---OF-6NAY 'WHEN ADE.O_t E SPAQE IS RI-11,10EL?.
STREET TREES ARE TO DE PLAN'FEa IN A i PtJSUCt , STREET TREE EA MEEKT IN ALL OTHER SI tI AT:r t'i .
STANDARD STREET TREE LOCATION DETAIL (TYP.)
N.T.S.
4
V
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€ 1
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STANDARD TTREE OVERHEAD UTILITIES DETAIL (TYP.)
N.T.S.
Drip Life
eV
€
Critical Root Zom
Exten& out frt m the trunk W the drip links.
or to ,a distance of 1& per inch of VML
w`ixicbever is ;greater
Fur Rcat Zama
Fxfa)& apt 2 to 3 dries beyond ft QiHW W Zone
STANDARD CRITICAL ROOT ZONE DETAIL (TYPA
N.T.S.
t Fug r i
S {
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NEV IRKL 1-11111i
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STANDARD TTREE OVERHEAD UTILITIES DETAIL (TYP.)
N.T.S.
Drip Life
eV
€
Critical Root Zom
Exten& out frt m the trunk W the drip links.
or to ,a distance of 1& per inch of VML
w`ixicbever is ;greater
Fur Rcat Zama
Fxfa)& apt 2 to 3 dries beyond ft QiHW W Zone
STANDARD CRITICAL ROOT ZONE DETAIL (TYPA
N.T.S.
t Fug r i
S {
a P Y
rim `
k
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baa-.,:7:s,Em:i: , .,.,•, ';t y c .� ..''� :_'�' ::�' ^a,., :a '3' :r'.. 4.,. .. , ,-` Yn,s" ,... � �.,�. �.�,.;-,.
a T a Te ,JmE a s' r:,wi;, ;,Ip aim 4<L ppvj r , t 'COw
�`;^,: i
STANDARD TREE PROTECTION DETAIL (_TYP.)
N.T.S.
PLANT SCHEDULE (5' TYPE B BUFFER) PER EVERY 100'
Lco
'NO 7 ^aB'_ x" A N t
TREES CODE 01Y COMMON NAME BOTANICAL NAME CAL
AA 1 Downy Serviceberry Amelanchier arborea 'Autumn Brilliance' 1.5" 8'
UQA 1 White Oak Quercus alba 2" 10'
SHRUBSOC DE OTY COMMON NAME BOTANICAL NAME IMC QQ,
0 IC 1 Carolina #2 American Holly Ilex opaca `Carolina #2' 6-
0
MC 3 Wax Myrtle Myrica cenfera 36-
0
OF 3 Sweet Olive Osmanthus fragrans 36"
5' TYPE B BUFFER DETAIL (TYP.),
N.T.S.
PLANT SCHEDULE (25' STREET YARD) PER EVERY 100'
TREES CQDE M COMMON NAME BOTANICAL NAME CAL HE REMARKS
0 AA 2 Downy Serviceberry Amelonchier orborea 'Autumn Brilliance' 1.5' 8'
CK 1 Kouso Dogwood Cornus kousa 1.5' 8'
QB 2 Swamp White Oak Quercus bicolor 3'
25' STREET YARD BUFFER DETAIL (TYP.)
N.T.S.
SEE SHEET C-2 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE AND
UTILITY NOTES
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
TOWN OF WAKE FOREST, CITY OF RALEIGH & NCDOT
(WHERE APPLICABLE) STANDARDS, SPECIFICATIONS,
AND DETAILS.
LANDSCAPE NOTES:
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN
OF WAKE FOREST AND THE STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS.
2. THE LOCATION OF ALL EXISTING UTILITIES SHOULD BE CONFIRMED PRIOR TO BEGINNING
CONSTRUCTION. CALL "NC ONE -CALL", 1-800-632-4949. NOTIFY OWNER OF ANY
DISCREPANCIES BETWEEN FIELD CONDITIONS AND THOSE SHOWN ON THE PLAN.
3, ALL PLANT MATERIALS TO COMPLY WITH THE MOST CURRENT VERSION OF THE AMERICAN
STANDARDS FOR NURSERY STOCK Z60.1-2014.
http://americanhort.org/documents/ANSI-N ursery-Stock-Standords-AmeericanHort-2014. pdf
4. LOCATE ALL EXISTING UTILITIES PRIOR TO INSTALLATION OF PLANT MATERIAL. NOTIFY OWNER
OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THOSE SHOWN ON THE PLAN.
5. ANY TREE LOCATED WITHIN A SIGHT DISTANCE TRIANGLE WILL NEED TO BE LIMBED UP TO A
MINIMUM OF 8 FEET.
6. VERIFICATION OF TOTAL QUANTITIES AS SHOWN ON THE PLANT LIST SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
7. SUBSTITUTIONS OF SPECIFIC PLANTS CAN ONLY OCCUR WITH PRIOR WRITTEN PERMISSION OF
BOTH OWNER AND LANDSCAPE ARCHITECT.
8. ALL TREE PLANTINGS SHALL BE MULCHED WITH 3 INCHES OF SHREDDED BARK OR 4 INCHES
OF PINE STRAW IN A 3 FOOT RADIUS AROUND THE TREE, OR TO THE DRIPLINE, WHICHEVER
IS GREATER. THE MULCH SHALL BE FREE OF TRASH AND MAINTAINED WEED FREE
THEREAFTER. MULCH SHALL NOT COVER THE ROOT COLLAR.
9. ALL TREES MUST BE PLANTED AFTER OCTOBER 1 AND BEFORE MARCH 31.
10. AT THE TIME OF PLANTING, CANOPY TREES MUST HAVE A MINIMUM CALIPER OF 1,5 INCHES
AS MEASURED AT 6 INCHES ABOVE GRADE. MULTI -STEMMED TREES SHALL HAVE AT LEAST 3
STALKS AND MUST BE AT LEAST 6 FEET IN HEIGHT WHEN PLANTED.
11. STAKING SHALL BE REQUIRED WHERE PLANTS ARE UNABLE TO SUPPORT THEMSELVES WITH
THEIR EXISTING ROOT SYSTEM. SUCH CONDITIONS MAY INCLUDE BARE ROOTED PLANTS,
STRONG WIND SITUATIONS, LOOSE SOIL, WET CONDITIONS, STEEP SLOPES. TREE TIES SHALL
BE SOFT, MIN 1 INCH WIDE POLYMER MATERIAL. NO KNOTS ARE TO BE TIED AROUND THE
TRUNK THAT MAY RESTRICT GROWTH. TIES ARE TO BE REMOVED AFTER ONE YEAR FOLLOWING
INSTALLATION.
12. NO TREES SHALL BE PLANTED WITHIN 15' OF ANY LIGHT POLE.
INSTALLATION NOTES:
1. IF ANY TREES DIE DUE TO CONSTRUCTION ON SITE THEY SHALL BE REPLACED AT THE
CONTRACTOR'S EXPENSE IN ACCORDANCE WITH LOCAL ZONING ORDINANCES AND WITH
APPROVAL OF THE OWNER AND / OR LANDSCAPE ARCHITECT.
2. ALL TREES AND SHRUBS SHALL BE GUARANTEED TO BE HEALTHY AND TO SURVIVE THE FIRST
YEAR AT JOB SITE.
3. ALL TREES SHALL BE CERTIFIED NURSERY GROWN: BURLAP AND BALL (B&B) OR
CONTAINER.SCARIFY AND UNTWIST ANY CIRCLING OR GIRDLING ROOTS FOUND IN CONTAINER
GROWN PLANTS.
4. REMOVE ALL TREATED OR PLASTIC -COATED BURLAP, STRAPPING WIRE OR NYLON TWINE FROM
ROOT BALL. AFTER SETTING IN HOLE,CUT AWAY TOP AND SIDES OF WIRE BASKET.
5. INSTALL TREES SO THAT THE ROOT COLLAR IS AT GRADE OR ONE INCH ABOVE EXISTING
GRADE. IF ROOT COLLAR IS NOT VISIBLE, REMOVE SOIL FROM TOP OF ROOT BALL TO EXPOSE
ROOT COLLAR.
6. SEr ALL PLANTS IN VERTICAL POSITION PRIOR TO STAKING.
7. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION.
8. ALL PRUNING SHALL CONFORM TO THE METHODS SET FORTH IN THE CURRENT EDITION OF THE
TREE, SHRUB, AND OTHER WOODY PLANT MAINTENANCE - STANDARD PRACTICES OF THE
AMERICAN NATIONAL STANDARDS INSTITUTE AND TOWN OFFICIALS.
9. ALL PLANTS MUST BE INSTALLED ACCORDING TO THE MOST RECENT LOCAL APPLICABLE CODES
AND ORDINANCES.
8.9.2 MAINTENANCE
Its be the responsibility of the property owners) or assigned caretakers to
ensure that all regulated landscaped areas, buffers, fencing, and tree save areas are.
installed, preserved, and maintained in good growing conditions, appearance, and
usefulness. Damage and disturbances to these areas shall result in vegetation
replacement and/or fines and other penalties. Preservation and maintenance shall
include:
A. Any dead, unhealthy, or missing vegetation, shall be replaced with vegetation
that conforms to the standards of this section and the approved site and/or
subdivision plan.
B. All required buffers, streetyards, vehicular use areas, tree save areas and other
landscaped areas shall be free of refuse and debris, shall be treated for
pest/diseases in accordance with the approved site and/or subdivision plan,
and shall be maintained as to prevent mulch, straw, dirt, or other materials
from washing onto streets and sidewalks.
C. The owner(s) shall take actions to protect all plant material from damage during
all facility and site maintenance operations. All plant material must be
maintained in a way that does not obstruct sight distances at roadways and
intersections, obstruct traffic signs or devices, and interfere with the use of
sidewalks or pedestrian trails_ Plant material, whether located within buffers,
tree save areas, or within phanted areas (regtured by the site and/or subdivision
plan) shall not be removed, damaged, cut or severely pruned so that their
untended form is impaired. Shrubs within vehicular use areas, streetyards, and
street fronts may be pruned, but must maintain at least 3 feet u1 height,
D. In the event that existing required vegetation located within any buffers, tree
save areas, streetyards, vehicular use or other landscape areas poses an
immediate or imminent threat to improved structures on private property or
public property, excessive pruning or removal of the vegetation may be
allowable provided authorization is obtained from the Administrator, and the
performance standard of the landscape area is maintained consistent with this
section. Replacement vegetation may be required as a condition of the permit.
E. In the event that any vegetation or physical element functioning to meet the
standards of this section is severely damaged due to an unusual weather
occurrence or natural catastrophe, or other natural occurrence, the owner may
be required to replant if the requirements of the section are not being met.
Replacement vegetation shall conform to the standards of this section and the
approved site and/or subdivision plan.
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF TAKE FOREST
ks d
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Erosion
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FINAL DRAWING - RELEASED FOR CONSTRUCTION
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PROJECT No. JPM-15010
FH.ENAmE: JPM15010-LS1
DESIGNED BY: N D W
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SCALE: 1 " = 50'
DATE: 04-04-2016
SHEET NO.
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STANDARD TREE PROTECTION DETAIL (_TYP.)
N.T.S.
PLANT SCHEDULE (5' TYPE B BUFFER) PER EVERY 100'
Lco
'NO 7 ^aB'_ x" A N t
TREES CODE 01Y COMMON NAME BOTANICAL NAME CAL
AA 1 Downy Serviceberry Amelanchier arborea 'Autumn Brilliance' 1.5" 8'
UQA 1 White Oak Quercus alba 2" 10'
SHRUBSOC DE OTY COMMON NAME BOTANICAL NAME IMC QQ,
0 IC 1 Carolina #2 American Holly Ilex opaca `Carolina #2' 6-
0
MC 3 Wax Myrtle Myrica cenfera 36-
0
OF 3 Sweet Olive Osmanthus fragrans 36"
5' TYPE B BUFFER DETAIL (TYP.),
N.T.S.
PLANT SCHEDULE (25' STREET YARD) PER EVERY 100'
TREES CQDE M COMMON NAME BOTANICAL NAME CAL HE REMARKS
0 AA 2 Downy Serviceberry Amelonchier orborea 'Autumn Brilliance' 1.5' 8'
CK 1 Kouso Dogwood Cornus kousa 1.5' 8'
QB 2 Swamp White Oak Quercus bicolor 3'
25' STREET YARD BUFFER DETAIL (TYP.)
N.T.S.
SEE SHEET C-2 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE AND
UTILITY NOTES
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
TOWN OF WAKE FOREST, CITY OF RALEIGH & NCDOT
(WHERE APPLICABLE) STANDARDS, SPECIFICATIONS,
AND DETAILS.
LANDSCAPE NOTES:
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN
OF WAKE FOREST AND THE STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS.
2. THE LOCATION OF ALL EXISTING UTILITIES SHOULD BE CONFIRMED PRIOR TO BEGINNING
CONSTRUCTION. CALL "NC ONE -CALL", 1-800-632-4949. NOTIFY OWNER OF ANY
DISCREPANCIES BETWEEN FIELD CONDITIONS AND THOSE SHOWN ON THE PLAN.
3, ALL PLANT MATERIALS TO COMPLY WITH THE MOST CURRENT VERSION OF THE AMERICAN
STANDARDS FOR NURSERY STOCK Z60.1-2014.
http://americanhort.org/documents/ANSI-N ursery-Stock-Standords-AmeericanHort-2014. pdf
4. LOCATE ALL EXISTING UTILITIES PRIOR TO INSTALLATION OF PLANT MATERIAL. NOTIFY OWNER
OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THOSE SHOWN ON THE PLAN.
5. ANY TREE LOCATED WITHIN A SIGHT DISTANCE TRIANGLE WILL NEED TO BE LIMBED UP TO A
MINIMUM OF 8 FEET.
6. VERIFICATION OF TOTAL QUANTITIES AS SHOWN ON THE PLANT LIST SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
7. SUBSTITUTIONS OF SPECIFIC PLANTS CAN ONLY OCCUR WITH PRIOR WRITTEN PERMISSION OF
BOTH OWNER AND LANDSCAPE ARCHITECT.
8. ALL TREE PLANTINGS SHALL BE MULCHED WITH 3 INCHES OF SHREDDED BARK OR 4 INCHES
OF PINE STRAW IN A 3 FOOT RADIUS AROUND THE TREE, OR TO THE DRIPLINE, WHICHEVER
IS GREATER. THE MULCH SHALL BE FREE OF TRASH AND MAINTAINED WEED FREE
THEREAFTER. MULCH SHALL NOT COVER THE ROOT COLLAR.
9. ALL TREES MUST BE PLANTED AFTER OCTOBER 1 AND BEFORE MARCH 31.
10. AT THE TIME OF PLANTING, CANOPY TREES MUST HAVE A MINIMUM CALIPER OF 1,5 INCHES
AS MEASURED AT 6 INCHES ABOVE GRADE. MULTI -STEMMED TREES SHALL HAVE AT LEAST 3
STALKS AND MUST BE AT LEAST 6 FEET IN HEIGHT WHEN PLANTED.
11. STAKING SHALL BE REQUIRED WHERE PLANTS ARE UNABLE TO SUPPORT THEMSELVES WITH
THEIR EXISTING ROOT SYSTEM. SUCH CONDITIONS MAY INCLUDE BARE ROOTED PLANTS,
STRONG WIND SITUATIONS, LOOSE SOIL, WET CONDITIONS, STEEP SLOPES. TREE TIES SHALL
BE SOFT, MIN 1 INCH WIDE POLYMER MATERIAL. NO KNOTS ARE TO BE TIED AROUND THE
TRUNK THAT MAY RESTRICT GROWTH. TIES ARE TO BE REMOVED AFTER ONE YEAR FOLLOWING
INSTALLATION.
12. NO TREES SHALL BE PLANTED WITHIN 15' OF ANY LIGHT POLE.
INSTALLATION NOTES:
1. IF ANY TREES DIE DUE TO CONSTRUCTION ON SITE THEY SHALL BE REPLACED AT THE
CONTRACTOR'S EXPENSE IN ACCORDANCE WITH LOCAL ZONING ORDINANCES AND WITH
APPROVAL OF THE OWNER AND / OR LANDSCAPE ARCHITECT.
2. ALL TREES AND SHRUBS SHALL BE GUARANTEED TO BE HEALTHY AND TO SURVIVE THE FIRST
YEAR AT JOB SITE.
3. ALL TREES SHALL BE CERTIFIED NURSERY GROWN: BURLAP AND BALL (B&B) OR
CONTAINER.SCARIFY AND UNTWIST ANY CIRCLING OR GIRDLING ROOTS FOUND IN CONTAINER
GROWN PLANTS.
4. REMOVE ALL TREATED OR PLASTIC -COATED BURLAP, STRAPPING WIRE OR NYLON TWINE FROM
ROOT BALL. AFTER SETTING IN HOLE,CUT AWAY TOP AND SIDES OF WIRE BASKET.
5. INSTALL TREES SO THAT THE ROOT COLLAR IS AT GRADE OR ONE INCH ABOVE EXISTING
GRADE. IF ROOT COLLAR IS NOT VISIBLE, REMOVE SOIL FROM TOP OF ROOT BALL TO EXPOSE
ROOT COLLAR.
6. SEr ALL PLANTS IN VERTICAL POSITION PRIOR TO STAKING.
7. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION.
8. ALL PRUNING SHALL CONFORM TO THE METHODS SET FORTH IN THE CURRENT EDITION OF THE
TREE, SHRUB, AND OTHER WOODY PLANT MAINTENANCE - STANDARD PRACTICES OF THE
AMERICAN NATIONAL STANDARDS INSTITUTE AND TOWN OFFICIALS.
9. ALL PLANTS MUST BE INSTALLED ACCORDING TO THE MOST RECENT LOCAL APPLICABLE CODES
AND ORDINANCES.
8.9.2 MAINTENANCE
Its be the responsibility of the property owners) or assigned caretakers to
ensure that all regulated landscaped areas, buffers, fencing, and tree save areas are.
installed, preserved, and maintained in good growing conditions, appearance, and
usefulness. Damage and disturbances to these areas shall result in vegetation
replacement and/or fines and other penalties. Preservation and maintenance shall
include:
A. Any dead, unhealthy, or missing vegetation, shall be replaced with vegetation
that conforms to the standards of this section and the approved site and/or
subdivision plan.
B. All required buffers, streetyards, vehicular use areas, tree save areas and other
landscaped areas shall be free of refuse and debris, shall be treated for
pest/diseases in accordance with the approved site and/or subdivision plan,
and shall be maintained as to prevent mulch, straw, dirt, or other materials
from washing onto streets and sidewalks.
C. The owner(s) shall take actions to protect all plant material from damage during
all facility and site maintenance operations. All plant material must be
maintained in a way that does not obstruct sight distances at roadways and
intersections, obstruct traffic signs or devices, and interfere with the use of
sidewalks or pedestrian trails_ Plant material, whether located within buffers,
tree save areas, or within phanted areas (regtured by the site and/or subdivision
plan) shall not be removed, damaged, cut or severely pruned so that their
untended form is impaired. Shrubs within vehicular use areas, streetyards, and
street fronts may be pruned, but must maintain at least 3 feet u1 height,
D. In the event that existing required vegetation located within any buffers, tree
save areas, streetyards, vehicular use or other landscape areas poses an
immediate or imminent threat to improved structures on private property or
public property, excessive pruning or removal of the vegetation may be
allowable provided authorization is obtained from the Administrator, and the
performance standard of the landscape area is maintained consistent with this
section. Replacement vegetation may be required as a condition of the permit.
E. In the event that any vegetation or physical element functioning to meet the
standards of this section is severely damaged due to an unusual weather
occurrence or natural catastrophe, or other natural occurrence, the owner may
be required to replant if the requirements of the section are not being met.
Replacement vegetation shall conform to the standards of this section and the
approved site and/or subdivision plan.
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF TAKE FOREST
ks d
Eng' eeri g Dep rtment /bate
!
l L F
Public ks Department Date
Erosion
(N�&J(�{{Sediment Control Date
,& 7V
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Date
N[A
City of Raleigh Public Utilities Department Date
FINAL DRAWING - RELEASED FOR CONSTRUCTION
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PROJECT No. JPM-15010
FH.ENAmE: JPM15010-LS1
DESIGNED BY: N D W
DRAWN BY: DLP
SCALE: 1 " = 50'
DATE: 04-04-2016
SHEET NO.
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1 50' NEUSE RIPARIAN BUFFER
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_ (UNDER CONSTRUCTION
PERMITTED UNDER W-3368)
/ EX. 102 LF DUAL 72"
/ ALUMINUM PIPES @ 3.927./
INV. IN = 344.00'
/ INV. OUT = 340.00' /
EX. 24'L x 22'W CLASS "B"
RIP-RAP PLUNGE POOL (18/
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-7-
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EX. 30' CITY OF 1 ... - -
+ RALEIGH SANITARYi 1 I I'
SEWER EASEMENT I i i EX. 20' SANITARY f 1
(TYP.) (B.M. 1999, SEWER EASEMENT 1 1
'PG. 803) FIRE HYDRANT (B.M. 2009, PG. 172)
I ASSEMBLY (TYP.) 1 " " M
3/4 TYPE K COPPERt
I DOMESTIC WATER i P.I. I STA. 28+08.89 TRADITION RID E ROAD =
' 448 SERVICE WITH 5/8" 104100.00 SPARROWHAWK LANE I 12"x8' TEE
WATER METER (TYP.) (2) 12"GV&B f
12"x6*1 452 (1) 8' GV&B I TEE 449 1 , 451
(2) 12" GV&B
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AADGUTTERi I 453
1 SERVICE WITH TO 30" VALLEY CURB TYP. FIRE HYDRANT
t CLEANOUT (TYP.) 1 (TYP.) '
1 1 1ASSEMBLY (TYP.)
P.i STA. 25+26.37 TRA ITIO S RIDGE ROAD = f 76 LF 15" RCP i
10+00.00 HYDRANGEA FIELD COURT 30" VALLEY i 0 2.64% i
1 CURB (TYP.) 5' CONCRETE I
I �
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CORE DRILL & ®1,01% rn 35'1 B -B
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RUBBER BOOT " v 46 LF 18" RCP t
64 LF 18 RCP !2 1 ® 2.52% 1
t 0 1.87% ® 1.51%
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SEE SHEET P--3
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SAWCUT, REMOVE, AND PATCH EXISTING
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INV IN=353.55 (CB -302)
INV IN=353.50 (CB -303)
INV OUT=348.90
CB -302
STA 23+73.90
T/C=357.82
INV OUT=353.75
CB -303
STA 24+82.37
T/C-359.11
INV iN=354.85 (CB -304)
INV IN=354.70 (CB -303A)
INV OUT=354.60
CB -304
STA 24+82.37
T/C=359.11
INV OUT=355.05
CB -305
STA 25+70.37
T/C-361.39
INV IN=356.80 (CB -306)
INV OUT=356.70
CB -306
STA 25+70.37
T/C=361.39
INV IN=357.30 (CB -307)
INV OUT=357.05
CB -307
STA 27+09.37
T/C=365.00
INV IN=360.90 (CB -308)
INV OUT=360.80
CB -308
STA 27+85.20
T/C=366.97
INV OUT=362.90
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
Public
Sewer Collection / Extension System
The city of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this pian. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh ( Z
Public Utilities Department Permit #
Authorization to Construct
Date 'Siti CI
Public
Water Distribution / Extension ,System
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 shod conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh W ?jQt o
Public Utilities Department Permit #
Authorization to Construct`^'
Date S1 I t / C b
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN
OF WAKE FOREST, CiTY OF RALEIGH & NCDOT (WHERE
APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NGVD29
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF WAKE FOREST
5
Engi eeri g Department Date
f/�-�� /01
Public Works Department Date
r-
Ero 'on ediment on roi Date
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Date
Date
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Date
Date
S't.
Date
FINAL DRAWING - RELEASED FOR CONSTRUCTION
REVISIONS: OWNER.-
PROJECT No.
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BY: JPM15010-P1
'7208 FALLS OF THE NEUSE RD NDW P FII'
SUITE 1012905 Meridian Parkway - 46 0 - DRAIN BY: NDW P - 2DD"ham'J
RALEIGH NC 27815, North Carolina 27713
LicenseNo.: C-0293 ��o ti ��;�,� xoRlz. scALE: MCADAMS
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C4_*SuZvlvJ
Lb+UU
2/+UU
28+00
29+00
30+00 30+50
CB -301
STA 23+73.90
T/C=357.82
INV IN=353.55 (CB -302)
INV IN=353.50 (CB -303)
INV OUT=348.90
CB -302
STA 23+73.90
T/C=357.82
INV OUT=353.75
CB -303
STA 24+82.37
T/C-359.11
INV iN=354.85 (CB -304)
INV IN=354.70 (CB -303A)
INV OUT=354.60
CB -304
STA 24+82.37
T/C=359.11
INV OUT=355.05
CB -305
STA 25+70.37
T/C-361.39
INV IN=356.80 (CB -306)
INV OUT=356.70
CB -306
STA 25+70.37
T/C=361.39
INV IN=357.30 (CB -307)
INV OUT=357.05
CB -307
STA 27+09.37
T/C=365.00
INV IN=360.90 (CB -308)
INV OUT=360.80
CB -308
STA 27+85.20
T/C=366.97
INV OUT=362.90
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
Public
Sewer Collection / Extension System
The city of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this pian. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh ( Z
Public Utilities Department Permit #
Authorization to Construct
Date 'Siti CI
Public
Water Distribution / Extension ,System
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 shod conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh W ?jQt o
Public Utilities Department Permit #
Authorization to Construct`^'
Date S1 I t / C b
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN
OF WAKE FOREST, CiTY OF RALEIGH & NCDOT (WHERE
APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NGVD29
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF WAKE FOREST
5
Engi eeri g Department Date
f/�-�� /01
Public Works Department Date
r-
Ero 'on ediment on roi Date
Qi_�>
City of Raleigh Public Utilities Department
Date
Date
r l ,
Date
Date
S't.
Date
FINAL DRAWING - RELEASED FOR CONSTRUCTION
REVISIONS: OWNER.-
PROJECT No.
���,,►►►►►��,,,.. JPM-15010
SiiEET N0.
_1
� JPM SOUTH DEVELOPMENT, LLC ���� � �s ',, , FEs • ' - DESIGNEDI
FILENAME:
BY: JPM15010-P1
'7208 FALLS OF THE NEUSE RD NDW P FII'
SUITE 1012905 Meridian Parkway - 46 0 - DRAIN BY: NDW P - 2DD"ham'J
RALEIGH NC 27815, North Carolina 27713
LicenseNo.: C-0293 ��o ti ��;�,� xoRlz. scALE: MCADAMS
1 = 40 TMADMONS RIDGE ROAD, STA. 22+5® TgiRU STA. 30+50 CONSTRUCTION I� NGS
G �;C)� ` VERT. SCALE: » >
[phone] MCAdamSC:O.001n1 �i��qT •••••• ••••'� ` 1 = 4 PRINT DATE:
McADAms�''�•.q;; ► ► G. DATE: l� 04-04-2016 WAEE FOREST, ORM CAR.OLMA

REVISIONS:
A-
X
�aC
a 'w W t
�orW t
t 12"x6" TEE _
f 448 (2) 12" GV&B t
' (1) 6" GV&B
10+00.00 HYDRANGEA FIELD COU
' 25+26.37 TRADITIONS RIDGE ROAD
ACCESSIBLE t
_ RAMP (TYP.) 1
N t
t I
i
i 'v 35' B -B
60' R/W _
LO
SSMH-303 J 1
CB -305 30" STANDARD CURB -r")
' 487
AND GUTTER (TYP.)
O 1
t 46 LF 18" RCP
N 1.51% 1
t � 1
485
a;
+ ' 30" VALLEY
9 CURB (TYP.)iA
1
0'R
CB -303A
30'
1 ,
47'58'27"E
59.72' R=3 00' 11+00 6" DIP W/..2+o0 _I - S57'04'23"E
00. -- --�--
L=47.64' SSMH-10
} 30'R
04
�- 5' TRANSITION FROM 30"
STANDARD CURB AND GUTTER
TO 30" VALLEY CURB (TYP.)
`- CB -303 64 LF 18" RCP 5' CONCRETE
00 1 87% SIDEWALK
ACCESSIBLE 1
RAMP (TiP.) i
496
i
-_ EX. SSMH-302 '
i I
1
i 1 20' PRIVATE STORM DRAINAGE
i 1 EASEMENT (TYP.) '
I I
1 488
I 37 LF 15" RCP
Q 2.84%
1 i MAIL KIOSK i ,ass
i EASEMENT (TYP.)
I '
CB-1oz
87 LF 15" RCP
1 ® 2.86%
25' B -B
CB -103
50' R/W 2 07% " RCP 25'
3 f 0 ,._.r_�_�•
CB -104 37.5
CB-
13+
B -
• 22.5' BEND
SSMH-101
101
1
TREE SAVE
i (TYP.)
I
50� FIRE HYDRANT
ASSEMBLY (TYP.)
COMBINED PUBLIC ACCESS
EASEMENT & 30' CITY OF
RALEIGH SANITARY SEWER \
EASEMENT (TYP.)
30' CITY OF RALEIGH SANITARY J
\ \ SEWER EASEMENT (TYP.) /
�D�Al� GEA !FIELD C®UR 1 e•S SS 0/F -e 1
FIRE HYDRANT (50' P LIC R/W) s (SEE SHEET P-5)
ASSEMBLY (TYP.) , \
13/4" TYPE "K" COPPER
t IDOMESTIC WATER 1 1/
' 1
I
SERVICE WITH 5/8"WATER METER (TYP.) 4" SANITARY SEWER \ / Q�G ss -
SERVICE WITH CLEANOUT
491 S19'45'09"E
495 ' 494 1 492 1 170.93'
� I
HIGH POINT ELEV = 361.02
HIGH POINT STA = 11+51.76
PVI STA = 11+80.00
50' NEUSE RIPARIAN BUFFER
(MEASURED 50' FROM TOP
OF BANK, EACH SIDE)
SPACE
9+50 10+00
11 ► T"va
JPM SOUTH DEVELOPMENT, LLC
7208 FALLS OF THE NEUSE RD
SUITE 101
RALEIGH, NC 27615
11+00
THE JOHN R. McADAMS
COMPANY, INC.
2905 Meridian Parkway
Durham, North Carolina. 27713
License No.: C-0293
[phone] ■ McAdamsCoxom
12+00
13+00
PROJECT NO.
PVI ELEV = 361.41
FILENAME:
JPM15010-P1
DESIGNED BY:
N D W
DR&WN BY:
N D W
HORIZ. SCALE:
1$1
= 401
VERT. SCALE:
1"= 41
DATE:
04-04-2016
= 1.7
00. ' V
ISA
1 +0
RAN
EA
FIE C RT
=
oo
rn
o co
36 .13
±
r -
M
N M
O
O
M
O
U
U
+
W
-
SS
H-
02,
STA
12+15,41, 5
0'
�I
11
o
EXI
NG
CL
G
E
RI
=35).98
(4'
DIA
I
o
W
Q
FI ISHE
C
G
E
'n
ami
0)
360
-2.
8
U
100%
�-
FIN HE CL
G E
0
360
`
v
"
EXITING. CL
in
COVERFH
TEE
O _
18" RCP
U , to
1 to
ILL:
s it
M
a
3
o
"
21
IRE HYDRANT
"
'
w
SE BLY
COVER5
a
N
o 0
18 Mt
&
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1
v v
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W/1
15 R
II
t°
18"
MIN
15" RCP
x-
350
N
8
Ss w
L T ss
34.
m
350
c
3.
18 MI
15"
RCP
24" MIN.-/yy/
-fSE TO
)
SD TO
3S
-
1
Ll
RCP
N
O
i
=
7
340
9�
340
0
M
(Qe
Ln
nt
�R
330
330
F/G
p� ib
M
�O coo
0
tp�D
V'
t-
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Y of
PO
9
2
Co
M
M 9
to
M
a°i
pC�pD
to
M
Ui
M
M
N
M
M
9+50 10+00
11 ► T"va
JPM SOUTH DEVELOPMENT, LLC
7208 FALLS OF THE NEUSE RD
SUITE 101
RALEIGH, NC 27615
11+00
THE JOHN R. McADAMS
COMPANY, INC.
2905 Meridian Parkway
Durham, North Carolina. 27713
License No.: C-0293
[phone] ■ McAdamsCoxom
12+00
13+00
PROJECT NO.
JPM-15010
FILENAME:
JPM15010-P1
DESIGNED BY:
N D W
DR&WN BY:
N D W
HORIZ. SCALE:
1$1
= 401
VERT. SCALE:
1"= 41
DATE:
04-04-2016
14+00
15+00
' .ow 711 ` qF « 1. �.
16+00 16+50
20' PUBLIC STORM DRAINAGE
EASEMENT (TYP.)
50' NEUSE RIPARIAN BUFFER
(MEASURED 50' FROM TOP
OF BANK, EACH SIDE)
CB -102
STA 14+67.22
T/C=351.80
INV IN=347.65 (CB -102A)
INV IN=347.70 (CB -103)
INV OUT=347.60
CB -102A
STA 14+70.69
T/C=351.80
INV OUT=347.70
CB -103
STA 13+81.27
T/C=354.38
INV IN=350.30 (CB -104)
INV OUT=350.20
CB -104
STA 13+62.91
T/C=355.04
INV OUT=350.90
CB -303A
STA 10+49.00
T/C=360.33
INV IN=356.00 (CB -305)
INV OUT=355.90
GRAPHIC SCALE
4a 0 20 40 80
1 inch = 40 ft.
Public
Sewer Collection / Extension System
The city of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this pion. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh Cj - qt,
7-
Public Utilities Department Permit #
Authorization to Construct-/
Date /,,►11
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 far this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh ,,A/ - ?2 `)
Public Utilities Department Permit
Authorization to C ; st c -
Date
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN
OF WAKE FOREST, CITY OF RALEIGH & NCDOT (WHERE
APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NGVD29
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF WAKE FOREST
Engin rin Depa tment Date
Public rks D�rtment Date
rasion &�Sediment Control Date
/y�Tl
Fire P_ r vention Date
.i
Date
Date
Urban Forestry Date
f 6?6 / t t,'�'
City of Raleigh Public Utilities Department Date
FINAL DRAWING - RELEASED FOR CONSTRUCTION
SHEET NO.
, kr J-% N ze`�%
P-
P] - 20 1111 McADAMs
N NGS PRINT DATE:
WAS FOREST, NORTH CAROLINA

4.53 SSMH-304-
FIRE HYDRANT 1
ASSEMBLY (TYP.)
12"x8" TEE ---(2) 12- GV&B
(1) 8" GV&B
.452 Q
Q�
P4
' �f
q as
451 _4
380
s ■ t SSMH-210
_ _-- M ,"OW 1 GROVE DRIVE
(50 *UBLIC R/W)
+ w _ SEE SHEET P-4
to
a / 1 89 LF 15- RCP -
rvw
® 2.69%
o
0
• Co
' rt L- 30" VALLEY
I CURB (TYP.)
5' TRANSITION FROM 30"
STANDARD CURB AND GUTTER
TO 30" VALLEY CURB (TYP.) I 482
30" STANDARD CURB i
AND GUTTER (TYP.) -
0 SPARROWHAWK. LANE
28+08.89 TRADITIONS RIDGE ROAD I
60' R/W 483
35' B -B
• I 8" S L=17.
0.24'
N5 32'58"\N CB -21
20' PRIVATE STORM,DRAINAGE i 1
EASEMENT (TYP.) GOLDFINCH ST COURTS
(50 PUB R/W)
as ' 1 - _ _-------� -_--SEE_SHEE _ --
a ,
I�• i 174 LF 15" RCP + 25' B -B 470
r- 25' B -B i 0 1.52% r 461 50' R/W
50 R/W 4 59 1 5' TRANSITION FROM 30-
SSMH-207 STANDARD CURB AND GUTTER i
TO 30" VALLEY CURB TYP.
CB -218 � o , . t (TYP.) �
• CB -213 + ACCESSIBLE J
'r
'o RAMP (TYP.) n °i 46 LF 15" RCP ' 30" STANDARD CURB
0 AND GUTTER (TYP.) I O
® 0.63% t t 47 LF 18- RCP
30" STANDARD CURB 135 LF 18- RCP ' ' ® 0.86% 20'R SS O�F B
AND GUTTER (TYP.) i
® 1.89% (SEE SHEET P-5)
Co 20'R_ - CB- CB -217 ^�� I FIRE HYDRANT
in
130'R z 30' Q,�r ASSEMBLY (TYP.)
CB -20$
UL -DE -IS; C R
I - --s5' - S CB -205 ° SS 1 R�3pp STA. 19+00.00, 25' L
-._
S5M -2 0 ! CB -206 <>»3s�p 25'R -
'�1"
P
- OW K LANE I 1 ■
S1 tD? � ` I ACCESSIBLE
( 509 PTJ R/ w) i ' RAMP (TYP.)
123 LF 15" RCP i
i '® 0.887. 1
I
i { 478
i
10.1. STA. 14+01.29 SP RROWHAWK LAE = i
O0+00.00 MEADOW GROVE DRIVE I 8"x8" TEE
481 t (3) 8- GV&B
479
t
IIA80
1 i a-
i
t
22 LF 24" RCP
0 0.88%
I
1
t
i
{
'477
I ■�
i
1
1
91 LF RCP
® 5.50%%
{
i 22 LF 18" RCP
' 11 0.92%
i
i
' 476
i
i
�.I. STA. 17+14.08 SPARRO
00+00.00 GOLDFINCH NEST
i
50' NEUSE RIPARIAN
BUFFER (MEASURED
i 50' FROM TOP OF
BANK, EACH SIDE
v5PAdZR0W1UVVK
4- SANITARY SEWER
456 t
HIGH POINT ELEV = 351.58
380 360
SERVICE WITH CLEANOUT
t
ACCESSIBLE
45' BEN =
(TYP-)
i '
RAMP (TYP.)
(1) 8- GV&B
N6�4�
{
1
(2) 6- GV&B
9Qp
224b�
r
i
i
1
w
4j4
` 3/4" TYPE "K- COPPER
1
0 ~
® 6.57%
DOMESTIC WATER
i
CB -203
ACCESSIBLE
RAMP (TYP.)
'SERVICE WITH 5/8"
WATER METER (TYP.)
i 134 LF 15" RCP t
® 2.91%
5' CONCRETE 2
SIDEWALK
i 30 LF 15" RCP
STA 12+02.32
'
25' B -B
® 1.99%
_
CB-
' rt L- 30" VALLEY
I CURB (TYP.)
5' TRANSITION FROM 30"
STANDARD CURB AND GUTTER
TO 30" VALLEY CURB (TYP.) I 482
30" STANDARD CURB i
AND GUTTER (TYP.) -
0 SPARROWHAWK. LANE
28+08.89 TRADITIONS RIDGE ROAD I
60' R/W 483
35' B -B
• I 8" S L=17.
0.24'
N5 32'58"\N CB -21
20' PRIVATE STORM,DRAINAGE i 1
EASEMENT (TYP.) GOLDFINCH ST COURTS
(50 PUB R/W)
as ' 1 - _ _-------� -_--SEE_SHEE _ --
a ,
I�• i 174 LF 15" RCP + 25' B -B 470
r- 25' B -B i 0 1.52% r 461 50' R/W
50 R/W 4 59 1 5' TRANSITION FROM 30-
SSMH-207 STANDARD CURB AND GUTTER i
TO 30" VALLEY CURB TYP.
CB -218 � o , . t (TYP.) �
• CB -213 + ACCESSIBLE J
'r
'o RAMP (TYP.) n °i 46 LF 15" RCP ' 30" STANDARD CURB
0 AND GUTTER (TYP.) I O
® 0.63% t t 47 LF 18- RCP
30" STANDARD CURB 135 LF 18- RCP ' ' ® 0.86% 20'R SS O�F B
AND GUTTER (TYP.) i
® 1.89% (SEE SHEET P-5)
Co 20'R_ - CB- CB -217 ^�� I FIRE HYDRANT
in
130'R z 30' Q,�r ASSEMBLY (TYP.)
CB -20$
UL -DE -IS; C R
I - --s5' - S CB -205 ° SS 1 R�3pp STA. 19+00.00, 25' L
-._
S5M -2 0 ! CB -206 <>»3s�p 25'R -
'�1"
P
- OW K LANE I 1 ■
S1 tD? � ` I ACCESSIBLE
( 509 PTJ R/ w) i ' RAMP (TYP.)
123 LF 15" RCP i
i '® 0.887. 1
I
i { 478
i
10.1. STA. 14+01.29 SP RROWHAWK LAE = i
O0+00.00 MEADOW GROVE DRIVE I 8"x8" TEE
481 t (3) 8- GV&B
479
t
IIA80
1 i a-
i
t
22 LF 24" RCP
0 0.88%
I
1
t
i
{
'477
I ■�
i
1
1
91 LF RCP
® 5.50%%
{
i 22 LF 18" RCP
' 11 0.92%
i
i
' 476
i
i
�.I. STA. 17+14.08 SPARRO
00+00.00 GOLDFINCH NEST
i
50' NEUSE RIPARIAN
BUFFER (MEASURED
i 50' FROM TOP OF
BANK, EACH SIDE
v5PAdZR0W1UVVK
I -JW --E
3 . 6p p)P v _
HIGH POINT ELEV = 351.58
380 360
u1rru oninrr CTA - I R�Ar, nn
i J
CB -204
3 . 6p p)P v _
I
SSMH-202
_
781 LF 24" RCP -j/
T/C=328.80
45' BEN =
Q .07%
8"x6" TEE
49
(1) 8- GV&B
N6�4�
{
1
(2) 6- GV&B
9Qp
224b�
(1) 8-x6" REDUCER
i
STA 19+31.39
STA 12+22.66
'
/123 LF 24" RCP
T/C=361.48
100 YEAR
® 6.57%
INV IN=357.40 (CB -211)
FLOODPLAIN (TYP.}
CB -203
INV OUT=357.30
STA 18+80.31
CB -211
5' CONCRETE
STA 12+02.32
'
475 SIDEWALK
/
T/C=362.09
SSMH-201
CB -203
i =
CB -204
/
OURTI
/ 474
50 LF 24" RCP
OF BANK, EACH SIDE)
T/C=339.83
® 5.39%
TREE
SAVE (TYP.)
INV OUT=353.40
I
3/4" TYPE "K" COPPER
DOMESTIC
DOMESTIC WATER SERVICE WITH
20' PUBLIC STORM-
TORM-
/ DRAINAGE EASEMENT
5/8- WATER METER (TYP.)
(TYP.)
STA 16+73.31
T/C=345.15
_.....--
� 4- SANITARY SEWER /
SERVICE WITH CLEANOUT i
473
(TYP.)
INV OUT=338.10
INV IN=340.30 (CB -206)
INV OUT=337.40
CB -202A
CB -202
83 LF 30" RCP
® 0.72%
472
360
CB -202
CB -209
Date
STA 19+28.47
STA 13+56.28
Public W ks Depar t
T/C=328.80
T/C=357.46
INV IN=324.00 (CB -202A)
INV IN=353.20 (CB -212)
INV IN=324.00 (CB -203)
INV IN=353.40 (CB -210)
INV OUT=323.90
INV OUT=353.10
CB -202A
CB -210
STA 19+31.39
STA 12+22.66
T/C=328.80
T/C=361.48
100 YEAR
INV OUT=324.10
INV IN=357.40 (CB -211)
FLOODPLAIN (TYP.}
CB -203
INV OUT=357.30
STA 18+80.31
CB -211
T/C=331.60
STA 12+02.32
INV IN=326.80 (CB -204)
T/C=362.09
INV OUT=326.70
INV OUT=358.00
50' NEUSE RIPARIAN BUFFER
CB -204
CB -212
(MEASURED 50' FROM TOP
STA 17+54.72
STA 13+56.27
OF BANK, EACH SIDE)
T/C=339.83
T/C=357.46
INV IN=335.00 (CB -205)
INV OUT=353.40
INV OUT=334.90
CB -217
CB -205
STA 16+73.44
STA 16+73.31
T/C=345.15
T/C=345.16
INV IN=338.20 (CB -218)
INV IN=337.90 (CB -217)
INV OUT=338.10
INV IN=340.30 (CB -206)
INV OUT=337.40
-EX. 30' CITY OF RALEIGH
STA 15
STA 87
SANITARY SEWER EASEMENT
350.4
(TYP.) BM 1998 PG 1731 &
INV IN=345.
INV iN=345.40 (CB -207)
1730
INV OUT=345.30
CB -207
30' CITY OF RALEIGH SANITARY
STA 15+80.71
SEWER EASEMENT & TOWF
T/C=350.49
GREENWAY EASEMENT
INV IN=346.35 (DI -216)
INV IN=346.10 (CB -208)
INV OUT=345.60
CB -208
STA 14+45.39
T/C=354.79
INV IN=348.90 (CB -213)
INV IN=350.70 (CB -209)
INV OUT=348.65
360
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
Public
Sewer Collection / Extension System
The city of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the Citys Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct�-
Date `>
Public
Water Distribution / Extension System
The city of Raleigh consents to the connection and extension of the
City's public water system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh. l2 O
Public Utilities Department Permit #
Authorization to Construct
Date i it! t
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN
OF WAKE FOREST, CITY OF RALEIGH & NCDOT (WHERE
APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NGVD29
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF WAIF FOREST
'
431,3.Ir(.)
Engineerin Depa tment
Date
777
Public W ks Depar t
Date
Erosio��njj &Sediment Control
A
Date
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GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
Public
Sewer Collection / Extension System
The city of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the Citys Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct�-
Date `>
Public
Water Distribution / Extension System
The city of Raleigh consents to the connection and extension of the
City's public water system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh. l2 O
Public Utilities Department Permit #
Authorization to Construct
Date i it! t
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN
OF WAKE FOREST, CITY OF RALEIGH & NCDOT (WHERE
APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NGVD29
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF WAIF FOREST
'
431,3.Ir(.)
Engineerin Depa tment
Date
777
Public W ks Depar t
Date
Erosio��njj &Sediment Control
A
Date
Date
Date
5 -
Date
Urban Forestry Date
?,;h3 501 1%.
City of Raleigh Public Utilities Department Date
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
FINAL DRAWING - RELEASED FOR CONSTRUCTION
REVISIONS: OWNER: ,��� ,,��� PROJECT NO. JPM-15010
♦» � u � t SHEET N0.
0 M SOUTH DEVELOPMENT LLC
TM JOHN R McADAMS �•� .CSAR <�?� `' JPM15010-P1 ()JLN
-
JP COMPANY, INC. DESIGNED BY: NDW PIANN & PROFILE
7208 FALLS OF THE NEUSE RD 2905 Meridian Parkway L = DRAWN BY: NDW PHASE 2D J MCADAMS
SUITE 101 Durham, North Carolina 27713 24680 1
RALEIGH N C 2 7 615 License No. • C-0293 ? �o : �� : H°RIZ. SCAM: 1 " = 40' SPARROWHAWK LANE, STA. 9+50 THRU STA. 20+00
f •� i iJ�;•• .` VERT. SCALE: » , CONSTRUCTION DRAWINGS PRINT DATE:
[phone] ■ McAdamsCo.com .,'Lq '•••..... pfl . 1 = 4
McADAms,y�N GDATE: WAKE FOREST, NORM CAROLINA
``''•stilts 04-04-2016

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STA 10+43.36
CB -217 ! I T/C=343.02
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RAMP (TYP.) ! INV OUT=338.60
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! n ! / 3/4" TYPE "K" COPPER STA 12+02.89
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pl B3 ` STA 10+43.34
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FIRE HYDRANT INV OUT=338.90
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o AND GUTTER (TYP.) AND GUTTER (TYP.)
Lo
ACCESSIBLE
RAMP (TYP.)
a-` �' ?
FIRE HYDRANT��v -P-,L-12+88.69 MEADOW
CL ROYAL MILL AVENUE
ASSEMBLY (TYP.) ��
479
t 20'R q s`
SSMH-205 t 22 LF 15" RCP
0 0.88%
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STA. 1Q+00.00 MEADOW G V _ 8" _
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8"x8" TEE N34• 0'R Ni 5 -
3 8" GV&B t _ 2741 CB -215 aa'" EX. 12"x8" CROSS WITH
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a
L=99.60' ? q;
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478 RAMP (TYP.) - ---- 20'R'' '< REMOVE EX. 8" BLOW -OFF
t a.ASSEMBLY AND EXTEND 8"
t ` 95 LF 15" RCP 5' CONCRETE 25' B -B DIP W/L
t ® 0.647* SIDEWALK
z t 46 LF 15" RCP 459 50' R/W
Co
t 0.63%00
i
w CB -208 i
_ - 5' TRANSITION FROM 30" <v
STANDARD CURB AND GUTTER
t TO 30" VALLEY CURB (TYP.)
25' B -B _ , _
4" SANITARY SEWER t EX. FIRE HYDRANT
50' R/W SERVICE WITH CLEANOUT i ASSEMBLY (TYP.) ;
(TYP-)
t 3/4" TYPE "K" COPPER
t DOMESTIC WATER SERVICE WITH
_ 5/8" WATER METER (TYP.)MmAr-E-ADOW GROVE DRIVE
i
380
3RO
9+50 10+00
12+00
13+00 13+50
CB -213
STA 10+44.06
T/C=355.42
INV IN=349.30 (CB -214)
INV OUT=349.20
CB -214
STA 11+39.15
T/C=354.25
INV IN=350.00 (CB -215)
INV OUT=349.90
CB -215
STA 11+39.14
T/C=354.25
INV OUT=350.20
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
Public
Sewer Collection / Extension System
The city of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this pion. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct -
Date
Public
Water Distribution / Extension System
The city of Raleigh consents to the connection and extension of the
City's public water system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh'- ��j�} 0
Public Utilities Department Permit #
Authorization to Construct~
Date I
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN
OF WAKE FOREST, CITY OF RALEIGH & NCDOT (WHERE
APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NGVD29
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF WAKE FOREST
r 15-115k.
E eri Department Date
Public W Departm Date
Erosio & Sediment Control Date
!V
Date
Date
,-
Date
vava<u rva cava y Lti.6C
City of Raleigh Public Utilities Department Date
REVISIONS: OWNER: ,`���,,, CA ,,,����, PROJECT No. JPM-15010 SHEET NO.
0 _ Ar lk
THE JOHN R McADAMS
• �i �'�` JPM15010-P1 -4) SOUTH DEVELOPMENT, LLC COi�AW, nvc. FE DESIGNED BY: ki
NDW PIAN & PI�C�FL
7208 FALLS OF THE NEUSE RD2905 Meridian Parkway _ AE DRAWN BY: NDW PHASE eJ MCADAMS
SUITE 101 Durham, North Carolina 27713„ 24680
1,:
RALEIGH, N C 27615 License No.: C-0293 xoRlz. scALE: c
• = 40 ' GOLDFINCH NEST COURT STA. 9+50 THRU STA. 13+50 CONSTRUCTION DRAWINGS [phone] ■ McAdamsCo.com '•1gJ � ! NE••'•p�� VERT. SCALE: 1 „ _ 4, PRINT DATE:
McADAms ��''4*1 IV nMEADOW GROVE DRIVE, STA. 9+50 THRU STA. 13+50 WAKE FOREST, NORTH CAROLINA
l� DATE: 04-04-2016
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INV OUT=349.20
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INV IN=350.00 (CB -215)
INV OUT=349.90
CB -215
STA 11+39.14
T/C=354.25
INV OUT=350.20
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
Public
Sewer Collection / Extension System
The city of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this pion. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct -
Date
Public
Water Distribution / Extension System
The city of Raleigh consents to the connection and extension of the
City's public water system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh'- ��j�} 0
Public Utilities Department Permit #
Authorization to Construct~
Date I
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN
OF WAKE FOREST, CITY OF RALEIGH & NCDOT (WHERE
APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NGVD29
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF WAKE FOREST
r 15-115k.
E eri Department Date
Public W Departm Date
Erosio & Sediment Control Date
!V
Date
Date
,-
Date
vava<u rva cava y Lti.6C
City of Raleigh Public Utilities Department Date
REVISIONS: OWNER: ,`���,,, CA ,,,����, PROJECT No. JPM-15010 SHEET NO.
0 _ Ar lk
THE JOHN R McADAMS
• �i �'�` JPM15010-P1 -4) SOUTH DEVELOPMENT, LLC COi�AW, nvc. FE DESIGNED BY: ki
NDW PIAN & PI�C�FL
7208 FALLS OF THE NEUSE RD2905 Meridian Parkway _ AE DRAWN BY: NDW PHASE eJ MCADAMS
SUITE 101 Durham, North Carolina 27713„ 24680
1,:
RALEIGH, N C 27615 License No.: C-0293 xoRlz. scALE: c
• = 40 ' GOLDFINCH NEST COURT STA. 9+50 THRU STA. 13+50 CONSTRUCTION DRAWINGS [phone] ■ McAdamsCo.com '•1gJ � ! NE••'•p�� VERT. SCALE: 1 „ _ 4, PRINT DATE:
McADAms ��''4*1 IV nMEADOW GROVE DRIVE, STA. 9+50 THRU STA. 13+50 WAKE FOREST, NORTH CAROLINA
l� DATE: 04-04-2016

v
0 9+50 10+00 11+00 12+00 9+50 10+00 11+00 12+00
i
c
0
i FINAL DRAWING - RELEASED FOR CONSTRUCTION
0
o PROJECT N0.
r REVISIONS: OWNER: ++' �' R JPM-15010 IML 1W SHEET NO.
a 1T JOHN R. McADAMS ��i FILENAME: JPM15010-P1 PLM & r` i iL
0 JPM SOUTH DEVELOPMENT, LLC COMPANY, INC. °. oF� DESIGNED BY. ON%l,.J
'7208 FALLS OF THE NEUSE RD TR)kDM SH
2905 Meridian Parkway _ AL • ' = DRAWN BY: NDW SANITARY SEVER ®UTFALL "A _
SUITE 101 Durham, North Carolina 27713 4680 = HORIz. scALE: »NDW STA. 0+50 TMU STA. 12+00 MCADAMS
RALEIGH, NC 2'7615 License No.: C-0293 �a Fti�INE"0 .� w, 1 = 4a
N U NGS
X S [phone] ■ McAdamsCo.com moi,' ••••.....•• ��, ` VERT. SCALE: 1 f1 — 4� t! !t PRINT DATE:
MCAD-A--m,,,,y,�N SANITARY SETTER ®UTFALI. B , WAKE FOP►�:ST, NORTH BAR®LIlVA
.,,,jFl+' DATE` 04-04-2016 STA. 9+50 THRU STA. 12+00
The city of Raleigh consents to the connection and extension of the
Citys public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN
OF WAKE FOREST,
CITY OF RALEIGH & NCDOT (WHERE
APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.
HORIZONTAL DATUM: NAD83
VERTICAL DATUM:
NGVD29
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF WAKE FOREST
HED
CL
Engiieering Department
c
Public WorksDepar
Date
— )�
W;jo�&Sedlient!C:o:nttro�? Date
Fire Prevention
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Accessty
Date
Ply 'ng Depa ent
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r REVISIONS: OWNER: ++' �' R JPM-15010 IML 1W SHEET NO.
a 1T JOHN R. McADAMS ��i FILENAME: JPM15010-P1 PLM & r` i iL
0 JPM SOUTH DEVELOPMENT, LLC COMPANY, INC. °. oF� DESIGNED BY. ON%l,.J
'7208 FALLS OF THE NEUSE RD TR)kDM SH
2905 Meridian Parkway _ AL • ' = DRAWN BY: NDW SANITARY SEVER ®UTFALL "A _
SUITE 101 Durham, North Carolina 27713 4680 = HORIz. scALE: »NDW STA. 0+50 TMU STA. 12+00 MCADAMS
RALEIGH, NC 2'7615 License No.: C-0293 �a Fti�INE"0 .� w, 1 = 4a
N U NGS
X S [phone] ■ McAdamsCo.com moi,' ••••.....•• ��, ` VERT. SCALE: 1 f1 — 4� t! !t PRINT DATE:
MCAD-A--m,,,,y,�N SANITARY SETTER ®UTFALI. B , WAKE FOP►�:ST, NORTH BAR®LIlVA
.,,,jFl+' DATE` 04-04-2016 STA. 9+50 THRU STA. 12+00
The city of Raleigh consents to the connection and extension of the
Citys public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN
OF WAKE FOREST,
CITY OF RALEIGH & NCDOT (WHERE
APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.
HORIZONTAL DATUM: NAD83
VERTICAL DATUM:
NGVD29
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF WAKE FOREST
Engiieering Department
Date
Public WorksDepar
Date
— )�
W;jo�&Sedlient!C:o:nttro�? Date
Fire Prevention
Date
Accessty
Date
Ply 'ng Depa ent
Date
�
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r REVISIONS: OWNER: ++' �' R JPM-15010 IML 1W SHEET NO.
a 1T JOHN R. McADAMS ��i FILENAME: JPM15010-P1 PLM & r` i iL
0 JPM SOUTH DEVELOPMENT, LLC COMPANY, INC. °. oF� DESIGNED BY. ON%l,.J
'7208 FALLS OF THE NEUSE RD TR)kDM SH
2905 Meridian Parkway _ AL • ' = DRAWN BY: NDW SANITARY SEVER ®UTFALL "A _
SUITE 101 Durham, North Carolina 27713 4680 = HORIz. scALE: »NDW STA. 0+50 TMU STA. 12+00 MCADAMS
RALEIGH, NC 2'7615 License No.: C-0293 �a Fti�INE"0 .� w, 1 = 4a
N U NGS
X S [phone] ■ McAdamsCo.com moi,' ••••.....•• ��, ` VERT. SCALE: 1 f1 — 4� t! !t PRINT DATE:
MCAD-A--m,,,,y,�N SANITARY SETTER ®UTFALI. B , WAKE FOP►�:ST, NORTH BAR®LIlVA
.,,,jFl+' DATE` 04-04-2016 STA. 9+50 THRU STA. 12+00
The city of Raleigh consents to the connection and extension of the
Citys public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN
OF WAKE FOREST,
CITY OF RALEIGH & NCDOT (WHERE
APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.
HORIZONTAL DATUM: NAD83
VERTICAL DATUM:
NGVD29
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF WAKE FOREST
Engiieering Department
Date
Public WorksDepar
Date
— )�
W;jo�&Sedlient!C:o:nttro�? Date
Fire Prevention
Date
Accessty
Date
Ply 'ng Depa ent
Date
�
A
Urban Forestry
Date
City of Raleigh Public Utilities Department Date
0 9+50 10+00 11+00 12+00 9+50 10+00 11+00 12+00
i
c
0
i FINAL DRAWING - RELEASED FOR CONSTRUCTION
0
o PROJECT N0.
r REVISIONS: OWNER: ++' �' R JPM-15010 IML 1W SHEET NO.
a 1T JOHN R. McADAMS ��i FILENAME: JPM15010-P1 PLM & r` i iL
0 JPM SOUTH DEVELOPMENT, LLC COMPANY, INC. °. oF� DESIGNED BY. ON%l,.J
'7208 FALLS OF THE NEUSE RD TR)kDM SH
2905 Meridian Parkway _ AL • ' = DRAWN BY: NDW SANITARY SEVER ®UTFALL "A _
SUITE 101 Durham, North Carolina 27713 4680 = HORIz. scALE: »NDW STA. 0+50 TMU STA. 12+00 MCADAMS
RALEIGH, NC 2'7615 License No.: C-0293 �a Fti�INE"0 .� w, 1 = 4a
N U NGS
X S [phone] ■ McAdamsCo.com moi,' ••••.....•• ��, ` VERT. SCALE: 1 f1 — 4� t! !t PRINT DATE:
MCAD-A--m,,,,y,�N SANITARY SETTER ®UTFALI. B , WAKE FOP►�:ST, NORTH BAR®LIlVA
.,,,jFl+' DATE` 04-04-2016 STA. 9+50 THRU STA. 12+00

Details Provided by APPIAN Consultinq Enq ineers -
4 6:13:31 PM
PAVEMENT SECTION MATRIX
UDO Street Type
2" MiN. S -9.5B BITUMINOUS
Minimum Pavementti
u Section
a
r
Supp Pave;�sph
aft Thickness
Thlckn
Aggregate
EMULSIFIED ASPHALT
f
(See UDC?paragraph 6:72
'Town
ADT
Riding
Intermediate
Base
Street Classifications"
(vpd
Base
Geogrid1
CurlbFs
forR/W5tstitmenss
x l'� .
Surface
Course
Course
(ABC)
SEE DETAILS ELSEWHERE
Gutter
section requirements.
i_ FOR PIPE BEDDING
(S-9.53)
(119.013)
(B-25:0)
Urban Boulevard
25kto55k
As Designed
As Designed
As Designed
8
Note1
Type3
(UDO 672B)
a < s
4
VALLEY GUTTER
A 8
Avenue
1511 to 30k
As Designed
As Designed
As Designed
5Type
-
2
(UD0 b.7.2C)
Commercial Street
10k to
2
-
4
5
-
Typel
CU DO 6.7.2x1)
Large Residential
Street
2.5k to l5k
2
-
4
5
-
Type 2 or 4
(UDO 6.722)
Residential Yield
Street
Qtolk
2,
-
8
Notes
Type2or4
(UDO 6.722)
Lane
0to3k
2
-
-
8
Notel
Typelor5
(UDO 6.7.2G)
Ailey
NIA
2
6
NIA
(UD0 6.7,2M
Industrial Access 3
NIA
As Designed
As Designed
As Desigmd
8
Note l
Type
L For anstreet class ificationswithin the street right-of-way, the aggregate base thickness maybe
reduced by inches ifan approved Geogrid is installed between the compactedsubgradeand the
aggregate base. Geogrid to be Tensar BX1100 (SS -2) an approved equal, or as otherwise specif led by a
NC Licensed PE (Geotechnical Engineer)
2. Curb& Gutter Types (see Standard Detail Z02).
Type I- 30 -inch Standard Curb&Gutter
Type 2- 30 -inch Standard 'Curb 6r Gutter or approved alternate,
Type 3- 30 -Inch Standard Curb & Gutter with 5 inches ofABC below curb and extending
minimum of 6 inches beyond the back of the curb or approved alternate.
Type 30 -Inch Valley Curb.
Type 5- LID or Swale.
3. Right-of-way and street section to be as required by Town. Engineer.
4. Streetpavement sections must be designed using the procedures outlined in the UDO,Section 3,Street
and Subdivision Design, paragraph 3.3 Pavement Design Methods except that Individual elements
shalt not be less than shown in.theabovetable.
5. See UDO Section 6, Infrastructure Standards, paragraphs 65.3Pedestrian/BicycleCon.nections, 6.7:2
Town Street Classification, 6.8 Sidewalk and Other Pedestrian: Facilities and 6.9 BikewayFacilities
for sidewalk and bikeway requirements.
TOWN of
WAKE'17OREST
Details Provided by APPIAN Consultin
TOWN of WAKE F
Manual of Specifications, Stang
PAVEMENTS SECTION
MATRIX
.ngineers - www.opoIonenaineers.com
HER
scalc tel"
Not To scale 2.01
Aevisiq-Tutc Shcez A
Zlctober 2013 1 1 of 3
20WHEN INTERSECTING k
WITH A LOCAL STREET
25' WHEN INTERSECTING
WITH COLLECTOR STREETS
_AV 1
� z
400 FEET MA:
NOTES
1. See UD0 6.7.2 forpavement and right-of-way dimensions.
D
1014 - 6:24- 21
I; -
MI
Provided; by APPIAN Consulting Engineers - www.oppionengineers.com 03/27/2014 6:13;21 PM
I Sidewalk and curb to be 3000 psi at 28 days air entrained concrete. Sidewalk to be scored every 5 ftwith
1/2"expansionjoints at30 ft intervals Provide non-slipfinish. Concrete sidewalks to be4"except
thickness to increase to 6' at all driveway crossings and for a distance either side of the driveway.
Place 1/2" expansion joiln.ts at,junction of 4' and 6'sidewalk
2. Maximum grades andKn valves for streets shall follow NCDOTguidelinesforthe Piedmont area
(rollingtopography). SeeTable2,03.
3. All pavement thickness'shallgenerally beconfirmed byageotechnical investigation and report.
However, If a developer wishes, he maydesign residential streets usinga subgrade CBR one standard
deviation to the left of the average of all CBR's determined'bygeotechnical reports thusfar. if, in the
opinion of the Town's representative, soilsappear weaker or have inherent problems such as a high mica
content, the services of ageotechnica I engineer shall be required in any case for the design of pavements.
4. Efectricservice willnotgo in until street section isgradedatfinal and approved.
5 The Town Engineer shall require a 1" overlay over any segment of street in which there are 3 or more
trench failures, utility cuts, egregious imperfections or patches per800 foot gfstreet. Iffenal surface is
a lready pl aced, it must be milled down so as not to encroach into thegutterpan. A trench failure shall be
defined asa depression of i/2' or greater at the deepest paint overs trench width. Extentaf length of
resurfacingsha.11 hews determined by the Town's Engineer:
6. Time limits for completion of improvement:, Refer to UDO Section 6.38.
TOWN of
WAKE FOREST
Details Provided by
Consul
Mails Provided by APPIAN Consulting Engineers - www.oppionengineers.com 03/27/2014 6:13:04
Concrete Testing Reguirements:
Initial Test
The initial test (from first ready -mix truck) is to beta ken after the second yard is dispatched from the mixer
and is to consist of the following
1. (ane stump rest
2. Pull, prepare and store 3 cytinderson-site for2g hours.
3 Temperature
Subsequent Tests
After the above tests are pul ted from the initial truck, every 5th truck thereafter is to be tested in the same
manner as noted above.
.Asphalt Testing Requirements:
Compaction: Testingfor asphalt density is tofollow NCDOT'Standard Specificationsfor Roads and
Structures', Section 609-7 "Field Compaction. Quality Control',andSection 609-9,
"Quality Assurance latestrevision.
Thickness: The minimum frequency of coring for thickness testingshall be on the basis of test
sections consisting of not more than 1500 linear feet of lay down width, exclusive of
intersections and irregular areas. The test sample is to be a 6 -inch cored sample. The
sample is to.be numbered and logged for identification purposes.
Contractor's Quality Control System:
Follow NCDOT "Standard Specifications for Roads and Structures. Section 609-4
"Contractor's Quality Control Personnel Requirements' and Section 649-5,
"Contractor's Quality Control Field Laboratory Requirements,' latest revision,..
Mixture and fob Mix FormulaAdjustments:
Follow NCDOT'Standard Specifications for Roads and Structures',, Section 609-3.
"Field Verification of Mixture and Job Mix Formula Adjustments latest revision.
General: All other applicable sections of Section 609 of the NCDOT'StandatrdSpecifications for
Roads and Structures" shall apply relating to Quality Control Plan, mix design., control
Iimits, corrective action, equipment and measurement.
TestiMCost: Project Owner isresponsibteforcost oftestling
Phi Details Provided by APPIAN
TOWN of WAKE FOREST, NC TOWN of WAKE FOREST NC
Manual of Specifications, Standards and Design Manual of Specifications, Standards and )Design
PAVEMENTS SECTION Not To Scale .01 PAVEMENTS SECTIONSWIM 2.di
Not To Seale 2.
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6..25. 33 PM Dl
PIPE DIAMETER
C iJT PAVING HERE
2" MiN. S -9.5B BITUMINOUS
SECOND `PATCHING` CUT
SEAL JOINT WITH
PLANT MIX - COMPACTED
FOR PAVEMENT REPAIR/
EMULSIFIED ASPHALT
f
PATCHING (NOTE 6)
(CRS -1)
W B25.0B COMPACTED
EXISTING PAVING
FOR REPAVING
FIRST "PAVEMENT OPENING
SECTION
PIPE __. 1'- 0"
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MUTES:
1. Pavement repairs shall have W compacted B25.011 and 2" toppingofS9.511 mix. Compact to min, 92%
Maximum Specific Gravity.
2. Trench is to be back filled in 6" lifts and compacted to 95%standard density as determined byAASHTO
test method T-99 or ASTM D698 before pavement repairs are made. No excavated fi ll to be used for
backfill. See detail 2.53.
3. Compaction test may be required at request of inspector:
4. All existing Town of Wake Forest paved streets and secondary roads which are open cut to install any
utility, must be repaired a xccordingtothis detail.
5. Fiber optic&gas.#57 stone orflowablefif I concrete (minimum 30 psi) but min. 6'compacted class Ifor
III (Definition in section 02210 - paragraph 2.1.1 of Specs) fit l overtop of fiber optic cable orgas pipe.
6. Existin.gpavement to be saw cut_ Provide a smooth uniform pavement cut without juggedor irregular
edge.
7. If paving is not done I mored iately, fill final 10' with ABC until ready to pave patch.
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
FULL DEPTH ASPHALT REPAIR o�I
��- Not To Scale 2.06
TOWN of WAKE FOREST DETAIL FOR UTILITY CUTS Rcvisinntkarc. Sbrec4:
October, 2013 1 of 1
Engineers - www.appionengineers.corn
3000 PSI CC3NC.
0 28 DA fS CABC
STANDARD
7/2014 - 6:22:06 PM
�(f
NOTES:
' ,°? a a ✓ ` /6, L Residential driveway to be 12' in width Ct7DO 9.81.D)
j^ ��� 2, Commercial and industrial driveways to be a maximum of 36' wide. LUDO 9.8.1.D)
'� 3. All concrete shall be 3000 psi 49 28 days air entrained.
4. Curb shall be tapered to finish flush with sidewalk
S. Beginning radius shall not encroach on adjacent properties based on a projection
of property line from the right-of-way to the curb line.
a Sidewalk section shall not be required along streets which are not planned for
sidewalk
7. See also UDO9.8 Driveway Access for other requirements.
8. Concrete must come from a ready mix concrete truck to ensure mix meets air
entrainment requitcments. No site mix or sakrete mix allowed.
CONCRETE SIDEWALK 42" MIN.
W�
PLACE 1/2" EXRJOINT HERE WHEN W
CROSSING EXISTING CONCRETE DRIVES a SECTION A-
THICKNESS - 6' pq i
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JOINT HERE
D/W
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COMPACTED SUBGRADE
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PLACE 1/2" EXP. JOINT HERE WHEN
CROSSING EXISTING CONCRETE DRIVES
6"MI THICKNESS -►1 -L I 'I=III_-1 i
TOWN of WAKE FOREST, NC
Manual of S ecifications, Standards and Design
scalc
FLARED DRIVEWAY ENTRANCE NotToscale 2.08
TOWN of
WAKE FOREST TV VALLEY GUTR
RG91 sh7l
October, 2013 3 of 3
)VARIES, MAXIMUM SLOPE 21 COMPACTED�-�' UNDISTURBED
UNLESS SHOWN OTHERWISE SUBGRADE SUBGRADE
SEE UDO 6.72 -,
SIDEWALK WITH UTILITY STRIP
NOTES
1. Provide', ' deep tooled:scme at 5'-0" O.C.
2: Expansion joints to be placed W -Q" O.C. longitudinally, adjacent to curbs, and when butting existing structures, concrete, or buildings
3. Concrete to be 3,000 P.S t. at 28 days, air -entrained.
4. Subgrade, should not contain organic matter or plastic clays. When 'f ounc , refer to specs or contact engineer for directions..
5. Areas of fill are to be compacted to 95% standard proctor using NCDOT Class III borrow or better. Remove topsoil before placing
borrow.
8. Concrete must come from a ready mix concrete truck to ensure mix meets air entrainment requirements. No site mix or sakrete mix
allowed.
9. See Specification 02400, paragraph 2.1.3 & 21.4 for expansion joint &r joint sealer specs.
TOWN` of WAKE FOREST, NC
Manual of S +ecifications, Standards and Design
J0 TYP SIDEWALK In Not To Scale z 1
TOWN of
WAKE FOREST 1 CUT or FILL SECTIONS Ria z Of
October, 2013 1 oi° 1
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PROJECT No. JPM-15010
FH.ENAME: JPM15010-D1
DESIGNED BY: N D W
DRAWN BY: DLP
SCALE: N.T.S.
DATE: 04-04-2016
SHEET No.
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'J! McADAMS
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Engineers - www.appionengineers.corn
3000 PSI CC3NC.
0 28 DA fS CABC
STANDARD
7/2014 - 6:22:06 PM
�(f
NOTES:
' ,°? a a ✓ ` /6, L Residential driveway to be 12' in width Ct7DO 9.81.D)
j^ ��� 2, Commercial and industrial driveways to be a maximum of 36' wide. LUDO 9.8.1.D)
'� 3. All concrete shall be 3000 psi 49 28 days air entrained.
4. Curb shall be tapered to finish flush with sidewalk
S. Beginning radius shall not encroach on adjacent properties based on a projection
of property line from the right-of-way to the curb line.
a Sidewalk section shall not be required along streets which are not planned for
sidewalk
7. See also UDO9.8 Driveway Access for other requirements.
8. Concrete must come from a ready mix concrete truck to ensure mix meets air
entrainment requitcments. No site mix or sakrete mix allowed.
CONCRETE SIDEWALK 42" MIN.
W�
PLACE 1/2" EXRJOINT HERE WHEN W
CROSSING EXISTING CONCRETE DRIVES a SECTION A-
THICKNESS - 6' pq i
z
A-1 y PLACE 1/2' EXP.
JOINT HERE
D/W
DRIVEWAY BY OTHERS ° . n RAMP PAVEMENT
COMPACTED SUBGRADE
-���-,..
PLACE 1/2" EXP. JOINT HERE WHEN
CROSSING EXISTING CONCRETE DRIVES
6"MI THICKNESS -►1 -L I 'I=III_-1 i
TOWN of WAKE FOREST, NC
Manual of S ecifications, Standards and Design
scalc
FLARED DRIVEWAY ENTRANCE NotToscale 2.08
TOWN of
WAKE FOREST TV VALLEY GUTR
RG91 sh7l
October, 2013 3 of 3
)VARIES, MAXIMUM SLOPE 21 COMPACTED�-�' UNDISTURBED
UNLESS SHOWN OTHERWISE SUBGRADE SUBGRADE
SEE UDO 6.72 -,
SIDEWALK WITH UTILITY STRIP
NOTES
1. Provide', ' deep tooled:scme at 5'-0" O.C.
2: Expansion joints to be placed W -Q" O.C. longitudinally, adjacent to curbs, and when butting existing structures, concrete, or buildings
3. Concrete to be 3,000 P.S t. at 28 days, air -entrained.
4. Subgrade, should not contain organic matter or plastic clays. When 'f ounc , refer to specs or contact engineer for directions..
5. Areas of fill are to be compacted to 95% standard proctor using NCDOT Class III borrow or better. Remove topsoil before placing
borrow.
8. Concrete must come from a ready mix concrete truck to ensure mix meets air entrainment requirements. No site mix or sakrete mix
allowed.
9. See Specification 02400, paragraph 2.1.3 & 21.4 for expansion joint &r joint sealer specs.
TOWN` of WAKE FOREST, NC
Manual of S +ecifications, Standards and Design
J0 TYP SIDEWALK In Not To Scale z 1
TOWN of
WAKE FOREST 1 CUT or FILL SECTIONS Ria z Of
October, 2013 1 oi° 1
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PROJECT No. JPM-15010
FH.ENAME: JPM15010-D1
DESIGNED BY: N D W
DRAWN BY: DLP
SCALE: N.T.S.
DATE: 04-04-2016
SHEET No.
-1
'J! McADAMS

Details Provided by APPIAN Consultino Enaineers www.oDnionenaineers.com
03/27/2014 - 6:14:04 PM Details Provided by APPIAN Consulting Enaineers - www.annionennineers.com
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NOTES:
1. Detectable warning System Gast in place with Penetrator anchors. See pre -approved products list.
_.
2. Other sizes available to meet site specific requixexnents, Verify with Town..
3, Truncated domes in a detectable warning surface shall have a base diameter of 0.9 inch minimum to 1.4 inches
maximum, a top diameter of 50% of the base diameter minimum to 65% of the base diameter maximum, and a height of
02 inches
4, Truncated domes in a detectable warning surface shall have a center -to -center spacing of 1.6 inches minimum and 2:4
inches maximum, and a base -to -base spacing of 0.65 inches minimum, measured between the most adjacent dames on
square grid.
5. Detectable warning surfaces shall extend 24 inches minimum in the direction of travel and the full width of the curb
ramp, landing, or blended transition. The edge nearest the curb line shall be a minimum of,6 inches and maximum of
8 inches from curb (ICC/ANSI;A117.1 Fig C406.13.2). See notes 21 &22.
b. See note 23, sheet 5.
7. Any NCDOT street must conform to DOT standard/ADA Curb Ramp detail 84-&05 sheet 1-4.
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
scalc omai14-.
STANDARD DETECTABLE Not To Scale 2.13
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WAKEFORESTI WARNINGSYSTEM Octobctob "nom sti>of
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STANDARD NOTES
1. North Carolina General Statute I36r441 requires that all
street curbs being constructed or reconstructed for..
maintenance procedures, traffic operations, repairs; correction of utilities or altered for any reason after September 1,
1973 shall provide curb ramps for the physically disabled at all intersections where both curb and gutter and sidewalks
are provided and at other points of pedestrian f low.
In addition, section 228 of the 1973 Federal Aid Highway Safety Act requires provision of curb ramps on any curb
construction afterJuly 1, 1976 whether a sidewalk is proposed initially or is planned fora future date.
The Americans with Disability Act (ADA) of 1990 extends to individuals with disabilities. Comprehensive civil rights
protections similar to those provided to persons on the basis of race, sex, national origin and religion under the Civil
Rights Act of 1964. These curb ramps have been designed to comply with the current ADA standards (2010 ADA
Standards for Accessible Design, dated September 15 2010 6r effective March 15 2012).
2- Curb ramps are required when streets are altered for resurfacing (spanning oneintersection to another and includes
udes
overlay of additional material to the road surface with or without milling), reconstructed, ted, rehabilitated or widened..
Maintenance activities on streets, such: as crack filling sealing, pavement markings, surface sealing and pavement
patching, are not alterations. However, if there is no block -to -block resurfacing, but resurfacing is occurring ata
crosswalk itself, partial resurfacing (curb -to -curb resurfacing of a crosswalk) requires the provision of curb ramps at
that crosswalk.
Curb ramps are not required in the absence of a pedestrian walkway with a prepared surface nor are curb ramps .
required in the absence of curb, elevation or other barrier between the street and the walkway. (USDOJ July 8, 20131
a Curb ramps are required at all curb returns.
4. Detectable warning domes are required for curb ramps.
S. Single curb ramp at the center of the returm
n are not peritted
6. Dimensions assume 90' centerline intersection of streets.
7. Construct the ramp surface to be stable; firm: and slip resistant. Located and construct the curb ramp type as shown in
these details.
8. Curb ramps shall be constructed perpendicular to the roadway travel lane.
9. Coordinate the curb ramp and pedestrian crosswalk markings so a 4x4' clear space at the base of the curb ramp will
fall within the pedestrian crosswalk lines
10. Set back distance from inside corner of an intersection crosswalk marking; to nearest edge of travel lane is 4 fleet
minimum.
11, Terminate parking a minimum of 20 feet back of a pedestrian crosswalk.
12. Construct a curb ramps a minimum of 4 feet wide. Width may exceed 48".
13. Construct the running slope of the ramp at a maximum of 833% (1.- 12).
14. Allowable cross slope on sidewalks and ramps to be a maximum of 296.
15. Construct the side flare slope to a maximum of 10% measured along the curb line„
16. Construct the counter -slope of the gutter or street at the base of the curb ramp at a maximum of 5% and maintain a
smooth transition..
17. Construct landings for sidewalk at a minimum. of 4'x4' with a maximum slope of 2% in any direction. Construct
landings for median islands a minimum of Yx5' with a maximum slope of 2% in any direction.
18 To use a median island as a pedestrian refuge area, median islands will be a minimum of 6 feet wide. Construct median
islands to provide passage over or through the island.
19. Small channelization islands that cannot provide a VxY landing at the top of a curb ramp, will be cut through level
with the surface of the street.
20. Curb ramps with returned side curbs may be used only where pedestrians would not normally walk across the ramp
such as where there the adjacent surface is plantings, other non -walking surface, or the side approach is substantially
obstructed.
21, The typical2'x4' truncated dome pad shall be placed with the short dimension perpendicular to the curb. See curb
ramp typical details. Truncated dome pads shall abutt the back of the curb (ICG/ANSI A117.1 Fig C406.132).
22. Curved truncated dome pads are permitted when ramp width is greater than 4 feet,
23. Color contrast required only when detectable warning plates are employed (ADA Standards for Accessible Design,
section 705, Latest Edition). Recommended Min. light reflectance contrast is 70%(American`National Standard
ICC/ANSI A117.1- Standard & Commentary Section 705.3, Latest Edition). Painted surface will not be acceptable. (See
note 4).
24. Place a 1/2 -inch expansion joint where the concrete curb ramp joins/abuts the curb.
25. Curb ramps through median islands, single ramps at dual crosswalks or limited right-of-way situations will be
handled by special details. Consult with the Town Engineer.
26. When construction is on a NCDOT Right -of -Way, construction shall conform to the latest edition of the NCDOT
Roadway Standard drawings.
27. Construction of curb ramps shall conform to the latest edition of the ICC/ANSI All7, Chapter 4 Accessible; Routes.
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
STANDARD NOTES FOR TO � `�
_ Not To scale 2.13
TOWN of
WAKE FOREST CURD RAMPS Occtobtob ret sheet +`
October,20713 14 of IS
Details Provided by APPIAN Consultinq Engineers - www,aDoianenaineers.com
7/2014
7/2014 - 6:18:00 PM
STANDARD NOTES (continued):
28. Curb ramps shall be provided at locations as shown on these plans or as directed by the engineer. Curb ramps shall be
located as indicated in these details; however, the location may be adjusted as directed by the engineer where existing
light poles, fire hydrants, drop inlets, etc, Affect placement. At these locations, not less than 2 feet of full height curb
shall be placed between adjacent ramps.
29. Use air entrained 3000 psi concrete with a sidewalk finish in order to obtain a rough non-skid type surface.
30. Crosswalk widths and configuration vary but must conform to traffic design standards.
3i_ Place the inside pedestrian crosswalk lines no closer in the intersection thea would be established by bisecting the
intersection radii, with an allowance of a 4"x4` maneuvering space (2003 ICC/ANSIal17 Commentary, Fig. 0406.6 &x
406.10) in the vehicular travel way when one ramp is installed.
32. Place all pavement markings in accordance with the latest edition of the Manual of Uniform Traffic Control Devices
(MUTCD )published by Federal Highway Administration and the North Carolina Supplement to the MUTCD.
33 a asphalt greenways transition greenway to concrete to enable truncated dome placement.
34, Concrete must come from a ready mix concrete truck to ensure mix meets air entrainment requirements. No site mix or
sakrete mix allowed
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
A*SSTANDARD NOTES FOR Not To To °�`t�
scale 2.13
TOWN ofgg� cc
WAKE FOREST CURBRAMPS P RGo suer
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DATE: 04-04-2016
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5E1 SHEET
3 of 15
13 of 15
i
SECTION B -B'
NOTES:
NOTES:
NOTES:
PROPOSED CURB RAMP
L Maximum curb ramp slope 833% (12:1)'
L Maximum curb ramp slope 833% 012:1)
L Maximum curb ramp slope 6.33% CXZ1)
2, Maximum cross slope 2,00%
2. Maximum cross slope 2.00%
2- Maximum cross slope 2.00%
a Curb ramps require a (4'-M minimum landing with a maximum cross slope and longitudinal slope of 2.00% where pedestrians
3. Curb ramps require a (4'-0') minimum landing with a maximum cross slope and longitudinal slope of 2.00% where pedestrians
g Pe P
3i Curb ram require a (+031 minimum landing with a maximum cross slope and longitudinal slope of 2()O% where pedestrians
It I>e in Pe
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orm turning maneuvers. SI to drain to curb.
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4. Detectable warning domes will cover T-0• length and full width of the ramp floor as shown on sheet 13 of 15._
4. Detectable warning domes will cover 2'-0' length and full width of the ram floor as shown on sheet 13 of 15•
4. Detectable warning domes will cover 2'-0• length and full width of the ram floor as shown on sheet 13 of 13.
5. Refer to sheet 14 Sa 15 of 15 for all ramp notes. Adapted from NCWT Alternate Curb Ramp Details•
5. Refer to sheet 14 15 of 15 for all ram notes. Adopted from NCDOT Alternate Curb Ram Details.
P p P_
5. Refer to sheet 14,&r 15of 15 for all ram notes. do ted from NCDOT Alternate Curb Ram Details.
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TOWN of WAKE FOREST, STC
Manual of S ecifications, Standards and Design
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TOWN of WAKE FOREST NC
Manual of Specifications, Standards and Design
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Manual of Specifications, Standards and Design
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Manual of Specifications, icatiolns Standards and Design
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NOTES:
1. Detectable warning System Gast in place with Penetrator anchors. See pre -approved products list.
_.
2. Other sizes available to meet site specific requixexnents, Verify with Town..
3, Truncated domes in a detectable warning surface shall have a base diameter of 0.9 inch minimum to 1.4 inches
maximum, a top diameter of 50% of the base diameter minimum to 65% of the base diameter maximum, and a height of
02 inches
4, Truncated domes in a detectable warning surface shall have a center -to -center spacing of 1.6 inches minimum and 2:4
inches maximum, and a base -to -base spacing of 0.65 inches minimum, measured between the most adjacent dames on
square grid.
5. Detectable warning surfaces shall extend 24 inches minimum in the direction of travel and the full width of the curb
ramp, landing, or blended transition. The edge nearest the curb line shall be a minimum of,6 inches and maximum of
8 inches from curb (ICC/ANSI;A117.1 Fig C406.13.2). See notes 21 &22.
b. See note 23, sheet 5.
7. Any NCDOT street must conform to DOT standard/ADA Curb Ramp detail 84-&05 sheet 1-4.
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
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STANDARD NOTES
1. North Carolina General Statute I36r441 requires that all
street curbs being constructed or reconstructed for..
maintenance procedures, traffic operations, repairs; correction of utilities or altered for any reason after September 1,
1973 shall provide curb ramps for the physically disabled at all intersections where both curb and gutter and sidewalks
are provided and at other points of pedestrian f low.
In addition, section 228 of the 1973 Federal Aid Highway Safety Act requires provision of curb ramps on any curb
construction afterJuly 1, 1976 whether a sidewalk is proposed initially or is planned fora future date.
The Americans with Disability Act (ADA) of 1990 extends to individuals with disabilities. Comprehensive civil rights
protections similar to those provided to persons on the basis of race, sex, national origin and religion under the Civil
Rights Act of 1964. These curb ramps have been designed to comply with the current ADA standards (2010 ADA
Standards for Accessible Design, dated September 15 2010 6r effective March 15 2012).
2- Curb ramps are required when streets are altered for resurfacing (spanning oneintersection to another and includes
udes
overlay of additional material to the road surface with or without milling), reconstructed, ted, rehabilitated or widened..
Maintenance activities on streets, such: as crack filling sealing, pavement markings, surface sealing and pavement
patching, are not alterations. However, if there is no block -to -block resurfacing, but resurfacing is occurring ata
crosswalk itself, partial resurfacing (curb -to -curb resurfacing of a crosswalk) requires the provision of curb ramps at
that crosswalk.
Curb ramps are not required in the absence of a pedestrian walkway with a prepared surface nor are curb ramps .
required in the absence of curb, elevation or other barrier between the street and the walkway. (USDOJ July 8, 20131
a Curb ramps are required at all curb returns.
4. Detectable warning domes are required for curb ramps.
S. Single curb ramp at the center of the returm
n are not peritted
6. Dimensions assume 90' centerline intersection of streets.
7. Construct the ramp surface to be stable; firm: and slip resistant. Located and construct the curb ramp type as shown in
these details.
8. Curb ramps shall be constructed perpendicular to the roadway travel lane.
9. Coordinate the curb ramp and pedestrian crosswalk markings so a 4x4' clear space at the base of the curb ramp will
fall within the pedestrian crosswalk lines
10. Set back distance from inside corner of an intersection crosswalk marking; to nearest edge of travel lane is 4 fleet
minimum.
11, Terminate parking a minimum of 20 feet back of a pedestrian crosswalk.
12. Construct a curb ramps a minimum of 4 feet wide. Width may exceed 48".
13. Construct the running slope of the ramp at a maximum of 833% (1.- 12).
14. Allowable cross slope on sidewalks and ramps to be a maximum of 296.
15. Construct the side flare slope to a maximum of 10% measured along the curb line„
16. Construct the counter -slope of the gutter or street at the base of the curb ramp at a maximum of 5% and maintain a
smooth transition..
17. Construct landings for sidewalk at a minimum. of 4'x4' with a maximum slope of 2% in any direction. Construct
landings for median islands a minimum of Yx5' with a maximum slope of 2% in any direction.
18 To use a median island as a pedestrian refuge area, median islands will be a minimum of 6 feet wide. Construct median
islands to provide passage over or through the island.
19. Small channelization islands that cannot provide a VxY landing at the top of a curb ramp, will be cut through level
with the surface of the street.
20. Curb ramps with returned side curbs may be used only where pedestrians would not normally walk across the ramp
such as where there the adjacent surface is plantings, other non -walking surface, or the side approach is substantially
obstructed.
21, The typical2'x4' truncated dome pad shall be placed with the short dimension perpendicular to the curb. See curb
ramp typical details. Truncated dome pads shall abutt the back of the curb (ICG/ANSI A117.1 Fig C406.132).
22. Curved truncated dome pads are permitted when ramp width is greater than 4 feet,
23. Color contrast required only when detectable warning plates are employed (ADA Standards for Accessible Design,
section 705, Latest Edition). Recommended Min. light reflectance contrast is 70%(American`National Standard
ICC/ANSI A117.1- Standard & Commentary Section 705.3, Latest Edition). Painted surface will not be acceptable. (See
note 4).
24. Place a 1/2 -inch expansion joint where the concrete curb ramp joins/abuts the curb.
25. Curb ramps through median islands, single ramps at dual crosswalks or limited right-of-way situations will be
handled by special details. Consult with the Town Engineer.
26. When construction is on a NCDOT Right -of -Way, construction shall conform to the latest edition of the NCDOT
Roadway Standard drawings.
27. Construction of curb ramps shall conform to the latest edition of the ICC/ANSI All7, Chapter 4 Accessible; Routes.
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
STANDARD NOTES FOR TO � `�
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TOWN of
WAKE FOREST CURD RAMPS Occtobtob ret sheet +`
October,20713 14 of IS
Details Provided by APPIAN Consultinq Engineers - www,aDoianenaineers.com
7/2014
7/2014 - 6:18:00 PM
STANDARD NOTES (continued):
28. Curb ramps shall be provided at locations as shown on these plans or as directed by the engineer. Curb ramps shall be
located as indicated in these details; however, the location may be adjusted as directed by the engineer where existing
light poles, fire hydrants, drop inlets, etc, Affect placement. At these locations, not less than 2 feet of full height curb
shall be placed between adjacent ramps.
29. Use air entrained 3000 psi concrete with a sidewalk finish in order to obtain a rough non-skid type surface.
30. Crosswalk widths and configuration vary but must conform to traffic design standards.
3i_ Place the inside pedestrian crosswalk lines no closer in the intersection thea would be established by bisecting the
intersection radii, with an allowance of a 4"x4` maneuvering space (2003 ICC/ANSIal17 Commentary, Fig. 0406.6 &x
406.10) in the vehicular travel way when one ramp is installed.
32. Place all pavement markings in accordance with the latest edition of the Manual of Uniform Traffic Control Devices
(MUTCD )published by Federal Highway Administration and the North Carolina Supplement to the MUTCD.
33 a asphalt greenways transition greenway to concrete to enable truncated dome placement.
34, Concrete must come from a ready mix concrete truck to ensure mix meets air entrainment requirements. No site mix or
sakrete mix allowed
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
A*SSTANDARD NOTES FOR Not To To °�`t�
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UNLESS OTHERWISED SHOWN, USE 2'-6'/SP MINI -SKIPS FOR
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GENERAL NOTES:
1- USE 6" LANE, EDGE, AND CENTER LINES ON ALL FULL CONTROL OF ACCESS FACILITIES AND OTHER ROUTES
AS DIRECTED BY THE ENGINEER.
2- LANE LINES INDICATED AS "WIDE" ON THE ROADWAY STANDARD DRAWINGS SHALL BE LEAST TWICE THE WIDTH
OF THE NORMAL LINE.
3- GORE LINES SHALL BE TWICE THE WIDTH OF THE NORMAL LINE.
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CURB RAMP WITH
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4- PLACE STOP BARS A MINIMUM OF 4 FEET FROM NEAREST CROSSWALK LINE. STOP BARS AT SIGNALIZED INTERSECTIONS SHOULD
WARNING DOMES
BE COORDINATED WITH THE SIGNAL DESIGN SECTION OR AS DIRECTED BY THE ENGINEER.
5- CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO THE LATEST NCDOT ROADWAY STANDARD DRAWINGS.
HEET 1 OF 1
SHEET 1 OF 1
1205.07
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-�- — (R7.8a) VAN-ACICE55tBLESIGN
AREA
itRN 14t 4 A SPACE'. CS a YG
ACC SW
t:7-8) c7 C I?S0
PROPERTY LINE.
taiA�. SIGN CLri' 1S O poo '
�Tyx,
RESERVED g
PARKING- GREEN
\ Z'-6" MIN. Ort rrt �t t f x �
i. ri OTHERREGULATOR STREETSIGN t�
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SPEED OTS:
WMI E SYMBOLSIGNS LIMIT
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*556 TRAFFIC SAFETY CO.
R2-1 ON 0.080" ♦ J�
� I S'E�BrkC;i i�c?L z 't WITHTYPICAL L Street name signs be a minimum of - - -^ "- - - - _ ti ALUMINUM POLE GAP 1
ALUM. BLANK '� �J' b 7 ur5r ? rwt v ; h BLADE 1ItiliDWARE
}}
VALLEY GL rrER extruded aluminum blades See sheet 2
`r MOUNTING ASSEMBLY
2 All rPflPrrivaciancahall hPmarlPnf PnainPPr-ina r .
PENALTY
$250.
U
A
TOWN of WAKE FOREST, NC
Matival of S ecif icatio s, Standards acid Desi ii
R7- HANDICAP I\ci T _ 9.15
i �n 4eafc:
i'(_) N ESI SIGN DETAILl� x: o
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Not To Scale 2.22.
-Revisioaibtc Sheet.*.
October, 2013 1 of 2
FACE OF CURB
PLAN VIEW
NOTES:
L +' letters to be series "C" (FHWA)
2. 2" letters to be series °C° (FHW'A)
All letters and background materials to
be "Scotchlite" or an approved equal
and meet LTE. Specifications on reflectivity.
3. Sign appearance shall be green background with white letters.
4. Fabricate sign as follows: Base sheeting Shall be 3-M 3930
Hi-lutensity Prismatic (or equal). Overlay letter mask using
3-M U77 -C translucent EC green film. (Note: 3-M DG3 material
acceptable alternative)
5. Aluminum sign blank materials to be 0.080" thick with
extruded aluminum blades.
Kr—ILIU C ENUEIU INSTI. ]LUIN
1 Street name sign to be one -foot f rom property line if said lines were extended.
2. Sign blades not "to extend past back of curb into road.
3. Sign location to be placed on low side of block numbering.
4. Any exceptions shall be approved by the Town Engineer.
5. Developer responsible for installation of;alI street signs.
RIGIED
C 10' MIN.
WENT.
N
)TING
.D BY
M
IEW
TOWN of `WA: E FOREST, NC
Manual of Specifications, Standards and Design
.Seale: omatio-
_ RESIDENTIAL STREET NAME SIGNS Not TO Scale 1 2.22
TOof
RcviaionDatc Sheet#
WAKE FOREST 1 6 3/4" SIGN HEIGHT October, 2013 2 of 2
J --
FINAL DRAWING - RELEASED FOR CONSTRUCTION
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FILENAME: JPM15010—D1
DESIGNED BY: N D 1 ji%
DRAIN BY: DLP
SCALE: N.T.S.
DATE' 04-04-2016
SHEET N0. D-3
MCADAMS

Details Provided by APPIAN
Engineers - www.oppionengineerscom
FRAME, COVER Sz HOOD
(SEE APPROVED )PRODUCT
LIST AND DETAIL 172) —
PSI -PF STEPS BY MA.
INDUSTRIES, SEE DETAIL 2
AND NOTE 5, DETAIL 2.37) -
PRECAST—
CONC.
RECAST—COLNC BOX
NOTE 3,
DETAIL 2.57
03/27/2014 6..10, 9' PM E
2 Details Provided E; APPIAN Consulting Y g
FILTER FABRIC AT'
EACH WEEP HOLE
X DIA.'PVC WEEP
HOLES CSEE NOTE
10 ON DETAIL 2.57)
3,0W PSI CONC
28 BAYS
Scala
[?erail&
Not To Scale
2.50
Re
Sheet*
Dctobm 2013
1 of 3
/27/2014 -
6:11:41 PM
Hm
The fill height measured `oerticalty at point along the pipe from the top of the pipe to the top of the embankment at that point.
SIDD
Do not operate heavy equipment over any pipe culvert until the pipe culvert has been property badOilied :and covered with at
kb
least 3 feet of approved material.
r ; `I�
s I P1� -
Undisturbed earth material
� ft
�'
Bedding (Middle and Outer): Loosely placed select backfill material meeting NCDOT Gass II Type I (washed or unwashed
Wished stone screenings)or Class III, Type 1 (NCDOT 2S or 2MS fine aggregate). Leave section directly beneath pipe
- NCDOT Class I11, Type 1(2S or 2MS), LL < 30, PI < 6.
Sandy Silt
uncom cted as i seating and backfill will accomplish compaction.
i� pipe 9 P P
o:
Select Backfill (Below springline): Select backfill material meeting NCDOT Class 11, Types 1 or 2 or NCDOT Class III, Types
with less than 20%
1or2.
,• r , , , - ,
Backfill: Approved suitable local compar..tabie malarial above springline of pipe meeting Town of Wake Forest specficatians.
71
Fleck Foundation or Unsuitable Material Foundation; Select material NCDCJT Class V (#;t78M stone) or NCDOT
Paved Areas with
Class VI (#57 stone) for foundation conditioning. Encapsulate with engineering fabric as directed by the Engineer, Type 4 soil
Silty Clay
CL, MH, GC SC
Stabilization fabric (NCDOT Table 1456-1). Overlap all transverse and longitudinal joints in fabric at !east 18 inches. Maintain
(CategoryIii)
the pipe foundation to a dry condition.
BACKFILL(OVERFILL SOiJ
"0 dal
SAW CUT
EDGE OF
PAVEMEN
EXCAVATION LINE: -�
AS REQUIRED
SELECT BACKFu.t
B2 r
BEDDING
THICKNESS (Bl)
SEE TABLES 16T 2
AND NOTE 5
FULLY COMPACT
HAUNCH ZONE OF
i PIPE SELECT
I .
BACKFILL.
OUTER BEDDING (Bl):
MATERIALS AND COMPACTION
" EACH SIDLE , SAME
REQUIREMENTS AS HAUNCFL
COMPACT AFTER PIPE IS PLACE]
6't PRIOR TO PLACEMENT OF FII:
MIDDLE BEDDING
TYPE 4 FABRIC (NCDOT SECT. 1056)
TOWN of WAKE FOREST, NC
Manual .of Specifications, Standards and Design
�q
,q Scale Detail#
STORMD�y,L AI1�!AT Not To Scale
wA° FOREST PIPE INSTALLATION
RcvLsionihtC Sheets
WN of
October, 2013 1 of 3'
W
• SEE DETAIL 2.72 AND
PRE -APPROVED PRODUCT LIST:
(NCDOT DETAIL 840.(53 - SHOWN
WITH TYPE IF GRATE) HEAVY
DUTY FRAME, COVER &s HOOD
•
BIKE -FRIENDLY GRATES ARE
F
REQUIRED AT BIKE/PEDESTRIAN
CORRIDORS.
TOWN Of
AKE FOREST
lils Provided by AP
ineers:com
w w
1~
DETAIL SHOWING TYPES OF GRATES
TO BE USED ACCORDING TO WATER FLOW
TOWN of WAKE FO]
Manual of Specifications, Standar
STIP. C& G INLET W/HOOT
DETAIL
onsuiting Engineers - www,oppionengineers:corn
4 6:10:43 PM Details Provided by APPIAN Consul
T, NC
Design
Scala - Detail 41
Not To Scale 2.30
ReVl9iMDatc Sheen #:
October, 2013 2 of 3
03/27/2014 6:11:51 Ptv
Table I
Equivalent USCS3 and AASHTO Soil Classifications for SlDDb Soil Designations
SIDD
W
kb
kb
m
SW, SP; GW, GP
- NCDOT Class 11 -Type I (crushed stone screenings), LL< 30; PI <6.
_
14m
a3
- NCDOT Class I11, Type 1(2S or 2MS), LL < 30, PI < 6.
Sandy Silt
rnl�,
- NCDOT Class I I Type s (crushed stone screenings) and Class 11, Type 2 (AASWO M1,% for
�,11n)
with less than 20%
A-2-4 with maximum Prof 6, A-4 wf max 45% passing No. 200 Sieve and a maximum PI of 6)
Typell
w w
1~
DETAIL SHOWING TYPES OF GRATES
TO BE USED ACCORDING TO WATER FLOW
TOWN of WAKE FO]
Manual of Specifications, Standar
STIP. C& G INLET W/HOOT
DETAIL
onsuiting Engineers - www,oppionengineers:corn
4 6:10:43 PM Details Provided by APPIAN Consul
T, NC
Design
Scala - Detail 41
Not To Scale 2.30
ReVl9iMDatc Sheen #:
October, 2013 2 of 3
03/27/2014 6:11:51 Ptv
Table I
Equivalent USCS3 and AASHTO Soil Classifications for SlDDb Soil Designations
SIDD
uses
NCDOTIAASHTO
Gravelly Sand
SW, SP; GW, GP
- NCDOT Class 11 -Type I (crushed stone screenings), LL< 30; PI <6.
_
(Category {)
Note 5
- NCDOT Class I11, Type 1(2S or 2MS), LL < 30, PI < 6.
Sandy Silt
GM, SNI, Also GC, SC
- NCDOT Class I I Type s (crushed stone screenings) and Class 11, Type 2 (AASWO M1,% for
(Category 11)
with less than 20%
A-2-4 with maximum Prof 6, A-4 wf max 45% passing No. 200 Sieve and a maximum PI of 6)
Typell
passing #204 sieve
- NCDOT Class 111, Type 1 (2S or 2MS) or Class 111, Type 2 (AASHTO MM for soil classification
Wlq Category 1,
Paved Areas with
A-1 or A-3)
Silty Clay
CL, MH, GC SC
A5, Ali
(CategoryIii)
foundation, %"ift of'H', 12" minl24" max
Ia Unified Soil Classification System
b Standard Installations Direct Design
Table Z
Standard Installations Sails and Minimum Compaction Requirements
Installation
Bedding Thickness
Outer Bedding (BI)
Haunch Zone & Select
location
Type
LOAD RATING
Note 5
Backfill Area
ASTM A 48ICL4SS 35B
FINNH
UNDIPPED
(% compaction/Category),
(% compaction/Category)
Typell
81 = DV6 (6" min)
95% Category l
Wlq Category 1,
Paved Areas with
B2 = If Rock foundation or over unsuitable
950A Category 11
2' or lose bury
foundation, %"ift of'H', 12" minl24" max
Type 2
B1 = DI16 (6' min)
80016 Category I
85% Category I,
Paved Areas with
B2 = If Rock foundation or over unsuitable
90% Category l l
greater than 2' of
foundation, % Ift of'H',12" min124' max
bury
Type
B1 = D116 (6" min)
851/6 Category 1
85% Category 1,
In RAW outside of
B2 = if Rock foundation or over unsuitable
90% Category 11
90% Category 11, or 950A
Pavement
foundation, Y27ft of'H , 12" min/24' max
CategoryIII
TYRe 4
81 = Di/6,(6' min)
No Compaction required,
No Compaction required,
Natural Areas
B2 =If Rock foundation or over unsuitable
except if Category 111, use
except If Category Ill, use.
foundation, %s"rft of'HI,12' mint24" max
85% Category I11
85% Category ill
NOTES.
1. Compaction and soilsyrribols-i.e. "95%Categoryl" refers toCategorylsoil material with minimum standard
Proctor compaction of 95%.
Z Soil in the outer bedding, haunch, and lower side zones, except: under the middle 113 of the pipe, shall be
compacted to at least the same compaction as the majority of thesoil In.'the overfi.Il (backfill) zone.
3. For trenches, the top elevation shall be no tower than 01H belowfsraishedgrude or, for roadways, its top shall be
no lower than an elevation ofd foot below the bottom of the pavement base 'material.
4, For trenches, the width shalt be wider than shown if required for adequate space to attain the speci fted
compaction in the haunch and beddingzones
5. Compact outer beddingafter pipe is placed and prior toplacement ofselectftfl. Middle bedding is
uncompacted.
6. Overfill (Backfill) soils to be placed per standard specifT.cation02700Storm Drainagefor the applicable
backfill type and bury limitations.
7. These two tables were excerpted from Design .Data 9 and modified togenerally conform to the NCDOT
Standards as shown in Detail 300.01, Rigid Pipe in Trench Condition.
Reference Sources:
I ACPA Design Data 9 [April, 20091 (formerly Data 40).
2. 2012 NCDOT Standard Specif cations for Roads and Structures and NCDOT Standard Details 300AI, for
Rigid Pipe, "Trench Condition."
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
STORM DRAIN De.53
Not To Scale 2.J�
WAK FOREST FIFE INSTALLATIONRevisimnam Sheee
October, 2013 2 of 3
eers — www_appionengineers.com
03/27/2014 6:11x18 PM Details Provided by APPIAN Consulting Engineers - www:oppionengir
(2)11 DLA. HANDLING HOLE-
TRANSITION FROM STD.
Ilk STD. CURB St vsn nr 3W!
GLITTER (SEE DETAIL 30" CURB and. GUTTED a ad 4i: loofa (w1
a� 22) a
ih
s o�
1/7EXPANSIONJOINT - 4
DEPRESS GUTTER 1G7 ..
LINE TO MEET GRATA
30' VALLEY GUTTEP
(SEE DETAIL2.2) —
112" EXPANSIONJOINT
DEPRESS GUT'T'ER
LINE TO MEET GRATE
4
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APPROVEDMODE S
EASTJORDON V-4066-1,
GRATE WEIGHT
218 Lbs,
FRAME WEIGHT
215 Lbs,
BACK WEIGHT
140 Lbs.
LOAD RATING
HEAVY DUTY
MATERIAL
ASTM A 48ICL4SS 35B
FINNH
UNDIPPED
IN V 1 s EJ1W OR APPROVED EQUAL. SEE
1. Frame & Cover weight may not deviate by more than -5.OT& PRE -APPROVED PRODUCT LIST.
2. Iron casting to comply with AASHTO M30&
TOWN of WAKE:FOR.EST, NTC
Manual of Specifications, Standards and. Design
STANDARD COMBINATION Detail
Not To scale 22.72
TOWN Of XvVisionrutc Sheen+
WAKE FORE STI FRAME, HOOD & GRATE (NCDOT 840.03) Octobm201-3 1 of 1
GENERAL NOTES:
1. SEE NCDOT STANDARD 840.01 FOR DETAILS BASED ON PIPE SIZE PER CROSS SECTION.
2. CONSTRUCT TWO SINGLE BASINS PER NCDOT STANDARD WITH DOUBLE INTERIOR WALL.
3. ALL CONCRETE TO BE 3600 P.S.1 COMPRESSIVE STRENGTH.
4. RASE SLAB SHALL BE MONOLITHIC.
S. PIPE SECTION D2 CONNECTING CATCH BASINS SHALL HAVE A MINIMUM DIAMETER SAME AS OF
OUTLET PIPE D3.
6. ALL REINFORCING STEEL SHOWN ON NCDOT STANDARDS IS TO BE PROVIDED AS CONTINUOUS
MEMBERS. (NO LAPS, USED AS A SINGLE CONTINUOUS BAR IN THE SLAB)
7. WEEP HOLES SHALL BE PLACED IN BACK WALL WITH FILTER FABRIC OR STONE ON BACK SIDE)—J
AL mwz
i 1_>Ci.I1V114 T—T 10 to LSF
i
SLAB TO BE MONOLITHIC
AND REINFORCING TO BE
CONTINUOUS
AA anac
m
SECTION J -J 30" TO 36 PIPE
BRICK DOUBLE CATCH BASIN
15" THRU 36" PIPE
J -J
NOT TO SCALE I
FINAL DRAWING — REI EAS FOR CONSTRUCTION
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PROJECT NO. JPM-15010
FILENAME: JPM15010-D1
DESIGNED BY: NEW
W
DRAWN BY: DLP
SCALE: N. T. S.
DATE' 04-04-2016
SHEET N0. _
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MSTJORDONIV-4867-2
DIA,
A
B
C
D
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15"
6"
T -T
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3'-8"
2'-6*
G-2"
4'-0"
2.3a
30'
V-0"
4'-6"
P-$"
6'-2
5!-0'
2.5:1
42' FOR 5' MH) WITH INTERIOR
ALL JOTNTs TO BE T sz' G W/
ANGLES ASFDLLOWS
PREFORMED BUTYL RUBBER
(MASTIC) GASKET MEETING
9(7 OR GREATER N"
ASTM. C-990, FED SPEC SS -S-00210
42"
1'-7
5-3°
2'-11°
8-2"
6 6
2.5'1
Details 'Provided by APPIAN Consulting Engineers - www.appionengineers.com
2x3 DROP INLET �
SEE PRE -APPROVED PRODUCTS LIST
ANDDETAIL2-71 FORGRATE AND Yas�ma �x b
FRAME ASSEMBLY
I MORTAR COLLAR
W
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4 5:52:53 PM Details Provided by APPIAN Consulting Engineers - www.appionengineers.cam
11
NOTE 11
PSI -PF STEPS BY M.A.
INDUSTRIES, SEE
DETAIL 2.74 ANIS
NOTE 5, DETAIL 2.57)
— SEE NOTES ON
DETAIL #257
NO'T'E 11 � . >�i o> � ` °� Q .0 � 24" d
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APPROVEDMODRS
MSTJORDONIV-4867-2
GRATE WEIGHT
190 Lbs.
FRAMEWEIGHT
159Lbs,
LOADRATING
HEAVY DUTY
MATERIAL
A5TMA48CLA5S35B
FINISH
UNDTPPED
FILTER
ACH WEEP HO / N C� 1 3: * ETIW OR APPROVED EQUAL SEE
2' DIA: PVC WEEP HOLES I. Frame & Cover weight may not deviate by more than -50%. PRE -APPROVED PRODUCT LIST
(SEE NOTE 10 ON DETAIL 237) 2. Iron. casting to comply with AASHTO M30fi
FORMED INVERT 3. Net open area -390 Sri. In.
4. For a4'highframe,Use EjIWV-5660 or approved eauaL
TOWN of WAKE FOREST NC TOWN of WAKE FOMENT, NC
Manual of Specifications, Standards and Design Manual of S ecifications, Standards and Design
J*, STIP. Y x VARIABLE LENGTH Not oScaled2.56 _ STANDAR.D CATCH BASIN Not OScale 71
TOWNof _ p �* gp ,{WAKE FOREST 1RECAS 1 Boli Y r 1 1 H G, X 31Cly T CH BASIN O~tober> 2073WAKE FOREST ASSEMBLY FRAME GRATE �O4"�r'a� st>� w
October, 2013 1 of 1
;toils Provided by APPIAN Consulting Engineers - www.appionengineers.corn 03/27/2014 - 6:20:03 PM Details Provided by APPIAN Consulting Engineers - www.appionengineers.corn 03/27/2014 5:43:42 Ph
BOLT FRAME TO CASTING
(4
RF -QT))
SECURE CASTING ,
W/MORTAR
A WA
M�Jia
STANDARD MANHOLE
CASTING. SEE DETAIL 270 AND
PRE -APPROVED PRODUCT LIST
I%qv`�'��
I' /
EASTJORDON
V-1384
4" OR 6• PRECAST GRADE RINGS -
2311/16`DIA. (NOTE 2)
MAXIMUM OF THREE GRADE RINGS -
PRECAST GRADE RINGS ARE TO
12' MAX ALLOWED. OTHERWISE
BE USED WHEN POSSIBLE AND
ADD RISER SECTION
ADWSTED WITH BRICK
FINISH
MORTAR COURSE. FILLJOINTS
N
FLn-L WITH HIGH STRENGTH
d a
TYPE M MORTAR Sa STRIKE
FLUSH INSIDE £St OUT
2515116 DIA. (NOTE 2)
r�
MANUFACTURE TO LOCATE STEPS ,.,
OVER OUTLET PIPE. STEPS BY M.A. J,
USE AN APPROVED BITUMINOUS
ED BITUMI
-'
INDUSTRIES, INC PSI -PF OR EQUAL 6r 'q
BASESEALANT
BASE SEALANT TOP
;".yF ,
SEE DETAIL 2.74.
FRAME SECTION A -A
4
USE ECCENTRIC CONE
ISOMETRICS
THIS DETAIL APPLIES FOR
LARGEST PIPES SHOWN
BELOW (LE.- 30"FOR 4'MH
42' FOR 5' MH) WITH INTERIOR
ALL JOTNTs TO BE T sz' G W/
ANGLES ASFDLLOWS
PREFORMED BUTYL RUBBER
(MASTIC) GASKET MEETING
9(7 OR GREATER N"
ASTM. C-990, FED SPEC SS -S-00210
(210A)
CONSULT WITH ENGINEER � ar4
_
IF ANGLES LESS THAN 90' ON
PRECAST MAM--TOLE TO MEET
TWO INTERSECTING PIPES .a :o
REQUIREMENTS OF ASTM
C47EI, AASHT( M-199
SEE DETAIL. 2.75.
a±
SLOPE OF CHANNEL THRU
MANHOLE 6 0.08' FALL
UNLESS SHOWN
OTHERWISE ON PLANS.',
PRECAST OPENING REQUIRED
2" DIA.. PVC WEEP HOLE W/
FORALL PIPES. PACK GROUT
/
1 CF OF CLEAN STONE ONn a
AROUND ALL ANNULAR
NON -WOVEN FILTER FABRIC
OPENINGS SEE PLANS FOR
(NOTE 10, DETAIL #22-57) fit
PIPE SIZES
NOTE: USE 6" EXTENDED
BASE WHEN TOTAL MH
a^�
HEIGHT EXCEEDS 12'
SET MANHOLE ON
I I
:SEE SPECS FOR FOUNDATION � � i, �� i��`�
CTO I.2' -#57 STONE.
IMPROVEMENT WHEN NEET)ED
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
TOWN of
WAKE FOREST
CONCRETE
4� DI A. MH JB
sclxl�1�PRECAS1
NotToScale 2.60
5bof I
October, 20-13 of 1
(4) I" DIA. ANCHOR BOLT. HOLES EQUALLY SPACED. BOLT
FRAME TO CONE SECTION WHEN ORDERED BY CITY
ENGINEER OR WATER RESOURCES.
6
11/4" LE
FLUSH
(2) CLOS
HOLES
2511/16" DIA, (NOTE 2)
EASTJORDON
V-1384
231/2° DIA.. (NOTE 2)
2311/16`DIA. (NOTE 2)
FRAMEWEIGHT
153 Lbs.
LOAD RATTNG
HEAVY DUTY
MATERIAL
ASTM A 48
CLASS 35B
FINISH
1
N
2515116 DIA. (NOTE 2)
r�
331/4' DIA. {NOTE 2)
FRAME SECTION A -A
ISOMETRICS
13/$"
3l4
PICKHOLE
N COVER FACE
In
APPROVED MODELS
EASTJORDON
V-1384
231/2° DIA.. (NOTE 2)
N
FRAMEWEIGHT
153 Lbs.
LOAD RATTNG
In
APPROVED MODELS
EASTJORDON
V-1384
COVERWEIGHT
128 Lb,--
b,-FRAME
FRAMEWEIGHT
153 Lbs.
LOAD RATTNG
HEAVY DUTY
MATERIAL
ASTM A 48
CLASS 35B
FINISH
UN COATED
21P _ I
COVER SECTION B -B
']') Y /1- f-1%
EJIW OR APPROVED EQUAL COVERBACK
NOTES: SEE PRE -APPROVED PRODUCTS LIST
I. Frame &+cover weight may not deviate by more than -50%.
2. iron castingto coMplywihAASHTOM3D6.
TOWN of WAKE FOREST, NC
Manual sof Specifications, Standards and Design.
STANDARD MANHOLE CASTING Not oSScale la 70
TOwNaf aeosr
STORM DRAINAGE STRUCTURES
WAKE FC7REST
October, 2073 1 of 1
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DATE' 04-04-2016
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tfYDKANI, PUMPER NOZZLE TO BE POINTED
RDS FIRS TRUCK ACCESS.
IC FLANGE BETWEEN 2" - G"
E -GRADE
EWALK CURB AND GUTTER
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NOTES:
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2, BRANCH PIPE SHALL BE DUCTILE IRON AWWA C 150-9G
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4. STEEL RODS AND BOLTS SHALL BE a" HOT DIPPED GALVANIZED
5, FIRE HYDRANTS WILL BG INSTALLED IN TRUE VERTICAL POSITION
RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE
HYDRANT EXCEEDS 20' THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BE
INSTALLED NO MORE THAN I O' FROM HYDRANT AND POURED IN CONCRETE.
FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW
ANYfiME SITE WORK, CONSTRUCTION.
ROAD WORK, OR ANY OTHER WORK
CHANGESTHE GRADE OF THE FIRE CITY OF RALEIGH
HYDRANT, THE PER9ON RESPONSIBLE
FOR THE WORK 15 RESPONSIBLE POR DEPARTMENT OF PUBLIC UTILITIES
ADJUSTING THE FIRE HYDRANT TO STAY
WITHIN COMPLIANCE. STANDARD FIRE HYDRANT
I1\15TALLATION DETAIL
DWG: NO. 1 REVISIONS I DATE I REVISIONS
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2, KNIGHTDALE, * KOLE5VILLF PUBLIC HYDRANTS SHALL BE PAINTED RED W/SILVER OPERATING
NUTS.
3. ZEBULON PUBLIC HYDRANTS SHALL BE PAINTED RED W1 SILVER. BONNETS AND OPERATING
NUTS.
4. WAKE FOREST AND GARNER, AND WENDELL PUBLIC AND PRIVATE HYDRANTS TO BE
PAINTED SAFETY YELLOW WJSILVER CAPS AND OPERATING NUTS.
5. OPERATING NUTS ON HYDRANTS CONNECTED TO PUBLIC MAINS LARGER THAN 12" SHALL
BE PAINTED BLACK..
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, GARNER, KNIGHTDALE, ROLESVILLE,
WAKE FOREST, WENDELL * ZEBULON
STANDARD FIRE HYDRANT WITH 5"
5TORZ PUMPER NOZZLE
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ABB 7-21-05
W-5 RRH DHL 2-18-08
REACTION BEARING AREAS POR HORIZONTAL WATER PIPE BENDS
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NUTS.
3. ZEBULON PUBLIC HYDRANTS SHALL BE PAINTED RED W1 SILVER. BONNETS AND OPERATING
NUTS.
4. WAKE FOREST AND GARNER, AND WENDELL PUBLIC AND PRIVATE HYDRANTS TO BE
PAINTED SAFETY YELLOW WJSILVER CAPS AND OPERATING NUTS.
5. OPERATING NUTS ON HYDRANTS CONNECTED TO PUBLIC MAINS LARGER THAN 12" SHALL
BE PAINTED BLACK..
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, GARNER, KNIGHTDALE, ROLESVILLE,
WAKE FOREST, WENDELL * ZEBULON
STANDARD FIRE HYDRANT WITH 5"
5TORZ PUMPER NOZZLE
DWG, NO. REVISIONS I DATE REVISIONS DATE
ABB 7-21-05
W-5 RRH DHL 2-18-08
REACTION BEARING AREAS POR HORIZONTAL WATER PIPE BENDS
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USE 0'- 90 BEND VALUE FOR DWG, NO.
HYDRANTS FOR ADDITIONAL
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CITY OF RALEIGH
DEPARTMENT,OF PUBLIC UTILITIES
THRUST BLOCKING Df -SIGN
QUANTITY TABLE
'REVISIONS DATE REVISIONS DATE
W C 6-23-99
3" MIN.
CLEARANCE
THRUST COIL"
Y1
REINFORCING REQUIREMENT'5
I.D. PIPE UBAR SIZE "X' BAK LENGTH "X' BAR WEIGHT `'i^' BAK LENGTH '"P' BAK WEIGHT NO, REQUIRED
G" 30 #5: 21-211+ O.D. PIPE 1 .043 L35/I T I'-1" I. I 1-135. EACH X-24, v- 12
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2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED.
3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER,
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SHALL BE THE MINIMUM WIDTH A5 SHOWN ON STANDARD DETAIL VV -3.
5, BACKFILL TAMPED IN G" LIFTS PER
STANDARD DETAIL W-3, CITY C
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30" 8
36" 8
NOTES.
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3. CONCRETE SMALL NOT CONTACT ALTS OR ENDS OF MECHANICAL FITTINGS.
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GREATER.
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NO MORE THAN 5', EXTENSION MUST BE A MINIMUM
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-NOTE 4 - COVER MUST BE GLASS 35 OR GREATER.
(VOTE 5 -COVER MUST MEET OR EXCEED AASHTO'H-20 LOAD
REQUIREMENTS.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
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36" 8
NOTES.
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2, SEE STANDARD THRU`aT BLOCK. TABLES W-10 AND W-1 .I FOR CONCR>rJ'E..
3. CONCRETE SMALL NOT CONTACT ALTS OR ENDS OF MECHANICAL FITTINGS.
4, THIS
RODDING REQUIREMENT DOES- NOT APPLY TO FIRE HYDRANTS,
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VIEW
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SECTION VIEW (. )
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-NOTE 4 - COVER MUST BE GLASS 35 OR GREATER.
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REQUIREMENTS.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
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3. CONCRETE SMALL NOT CONTACT ALTS OR ENDS OF MECHANICAL FITTINGS.
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TAPPINGSCEEVE"
APPROVED METHOD FOR EXTENSION OF VALVE BOX NOT[: 2'x 2k 6" CONCRETE PAD REQUIRED ON ALL
FLANGE
GATE /TAPPING VALVE
TOP` VIEW
VALVE.
M.J.
VIEW
NOTES:
i .CONCRETE_ SHALL NOT CONTACT
BOLTS- OR ENDS 0"r MECHANICAL JOINT
FITTINGS.
2. SEE. STANDARD REACTION BLOCK
TABLES, W- 10 AND Vi/- I I FOR AREA OF
CONCRETE REQUIRED.
_FITTING
!2"-5 Slb"dam
6
m.
7 5!8
VALVES. NO PRECAST CONCRETE DOUGHNUT
�gyz� ALLOWED.
6"
s°
5 1
"-8 112"
SEE STANDARD W- 15
°103
2'
FOR COVER DETAILS.
Cq It,
STANDARD VALVE
BOX TOP SECTION TO 1-1 2' 1110- DOMESTIC'
BE SLIDE SECTION CASTING
FINAL PAVEMENT
COURSE
• d` @' VALVE BOX a•Q a
DOVER
CONCRETE - •
PAD -
VALVE '
BOX
USE 5° 501E PIPE
:FOR
EXTENSIONS
TAMPED ,CA
BACKFILL - -
WATER VALVEG.
MAI N
STAB -IN C.I. OR D.I. .
PIPE GASKET TAMPED _ -
BACKFILL •
NOTES:
I) VALVE BOXNOT TO CONTACT WATER MAIN
r+ll 2) ALL 7RAPPICCASTINGS MUST 6E CLA95 35' OR
GREATER.
3) FOR ANY VALVES OVER 101 DEEP, A VALVE STEM
EXTENSION MUST BE USED TO BRING TO A DEPTH Of
NO MORE THAN 5', EXTENSION MUST BE A MINIMUM
Of I" SOIJD STOCr,
STANDARD VALVE BOX 4) TOTAL VALVE BOX WEIGHT; MINIMUM OF 85 LBS.
BOTTOM SECTION
NOTE I - "WATER" LETTERING .MUST BE I" RAISED RECESSED FLUSH
SECTION VIEW (. )
NOTE 2 -VALVE COVER SHALL BE DOMESTICALLY CAST,
NOTE 3 - COVER MUST HAVE.A MINIMUM WEIGHT OF 25 POUNDS:.
-NOTE 4 - COVER MUST BE GLASS 35 OR GREATER.
(VOTE 5 -COVER MUST MEET OR EXCEED AASHTO'H-20 LOAD
REQUIREMENTS.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
5 114" VALVE -`BOX DROP LTD
WITH,
WATER METER
1
SECTION C
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NOTES;
I .COVER WEIGHT;. 13 -LBS +1-- 5%
2. LIDS TO BE COATED WITH
BITUMINOUS COAL TAR COATING
3. BOXES AND LIDS MUSTBE
MANUFACTURED: FROM SAME
DOMESTIC FOUNDRY.
1y
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DATE: 04-04-2016
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CLEARANCE
NOTES:
1 TRENCHES REQUIRING SHORING AND BRACING'; DIMEN51ON5 SHALL 15E TAKEN FROM THETNSIDF
FACE OF THE SHORING AND BRACING
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
r
4• BACKFILL SMALL BE PED IN LIFTS I': TRAFFIC AREAS, 1 N NON -TRAFFIC AREAS.
K t-( M 6 N R R . 2 1
5. ACHIEVE 80% COMPACTION IN NON -TRAFFIC AREAS,, AND 957. COMPACTION INT � F_FIC AREAS.
G. IF IN EASEMENT 4 TOPSOIL, AND i2 CLEPN-5ELECT FILL MAYBE REQUIRED;
7. NO BOULDER5 8" IN DIAMETER. OK'GREATER ALLOWED IN FINAL BACKFILL.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
TRENCH BOTTOM DIMENSIONS .$ BACKFILLING
REQUIREMENTS FOR DUCTILE IRON
DWG- NO. REVISIONS DATE REVISIONS DATE
D.W.C. 9-3-99
5-4 RRH 3 30-00
COVER 120 L55. MINIMUM MANHOLE FRAME AND COVER
P,
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APPROVED SEALANT
BETWEEN FRAME
AND COVER I 25 15/1 G"
33 1 !4"
NOTES: 5/8"X3" LAGSHIELD IN HOLE
1) ALL MANHOLE FRAMES SHALL BE DRILLED INTO CONE OR
DOMESTICALLY CAST. RING WITH ANCHOR SUNK TO
2) FRAME SHALL BE A MINIMUM WEIGHT OF DESIGN DEPTH, AND 3fi5"X3"
182 LES. 100THIN PUBLIC ROLA" fiND 1 60 L35. HOT DIPPED GALVANIZED
WITHIN EASEMENTS. LAG BOLT AND WASHER.
3) COVER SHALL WEIGH A MIN. OF 120 LBS.
4) ALL MANHOLE FPAME5 OUTSIDE OF PAVED
5URFACES SHALL BE BOLTED TO THE CONE CITY OF RALEIGH
SECTION OK KING WI1 H AMINIMUM OF 4 DEPARTMENT OF PUBLIC UTILITIES
BOLTS PER FPAME.
FINISHED GRADE
FINAL
BACKFILL
f
ND(STURBED SOIL
TYPICAL TUNCH BOTTOM DIMEN51ON5 fOR
SDh 35 PVC GRAVITY PIPE
NOTES
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RING SHOKINGAND BRACING, DIMENSIONSSHALL BETALKENFROM'
TH
E
c �-
INSIDE PACE OF THE SHORING AND BRACING.
50 BOULDERS 2 NO ROCK R BOU ER OR:ELARGER :4 BE USED
ED W WTAL BAC F
ILL
3 ALL BACKFILL MATERIAL SHALL BSUITABLE NATIVE
MATERIAL.
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4 e � 41 T
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TO EXCEED I P,
5ECTION
PRECAST CONCRETE SPACER
(DONUT RINGS) IN TRAFFIC
AREAS ONLY, DONUT RINGS-
NOT ALLOWED IN
EASEMENTS.
5EE C.O.R. 5TANDARD
5-25 FOR MANHOLE
FRAME AND COVER-
*:
NEW MANHOLES U5E A BUTYL
5EALANT BETWEEN FRAME AND
MANHOLE TOP 5ECTION WHEN
5ECURING FRAME TO MANHOLE TO
ROVIDE A WATER TIGHT 5EAL.
2'-O" ► • `
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A P ,
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7
.' MANHOLE CONE AND
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* BE A5 PER ASTM.
5TANDARD5
•.A 4' -G' -DIA. A5 � -P
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4 ` } OR RAM -NECK
I All
SHELF �. 9 ; � RUBBER 1300T
SLOPE p,a •Q = °�,. LATERAL INVERT 5HALL NOT BE
GO, " 'P ' '° ' Q . LOWER THAN MAIN SPRING -
Q ''> :} 4 , Q LINE. MANHOLE SHALL BE 2'
`:� • : e � �, 4 � • G.,
ABOVE 100 YEAR FLOOD PLAIN
r OR SEALED AND VENT TO BE
2' ABOVE 100 YEAR FLOOD
9, PLAIN. WHEN MANHOLE TOPS
)O ARE IN EXCE55 OF 3' ABOVE
GRADE. OUT5IDE 5TEP5 MUST
BE PROVIDED. SEE 5TANDARD
5-28 FOR:5TEP DETAIL. IN
NON TRAFFIC AREA5, TOP OF
FRAME AND COVER.5HALL 6E
IN5TALLED A MIN. OF I' ABO E
V
A FINISHED GROUND SURFACE
5EE
1 _'
N.
5 EWER DE G 5.
SECTION
MIN, 9" COMPACTED #G7 5TONE
BA5E TO BE IN5TALLED UNDER
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CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIE5
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ILL
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4 e � 41 T
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*:
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•.A 4' -G' -DIA. A5 � -P
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Q ''> :} 4 , Q LINE. MANHOLE SHALL BE 2'
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ABOVE 100 YEAR FLOOD PLAIN
r OR SEALED AND VENT TO BE
2' ABOVE 100 YEAR FLOOD
9, PLAIN. WHEN MANHOLE TOPS
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GRADE. OUT5IDE 5TEP5 MUST
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5-28 FOR:5TEP DETAIL. IN
NON TRAFFIC AREA5, TOP OF
FRAME AND COVER.5HALL 6E
IN5TALLED A MIN. OF I' ABO E
V
A FINISHED GROUND SURFACE
5EE
1 _'
N.
5 EWER DE G 5.
SECTION
MIN, 9" COMPACTED #G7 5TONE
BA5E TO BE IN5TALLED UNDER
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CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIE5
5TANDARD PRECAST 5ANITARY
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N O �_3� Y:C.A. G-92_ A.B.B. 4 -0
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PIPE, TRACER WIRE SHALL BE LAID FLAT AND SECURELY AFFIXED TO THE PIPE AT 10 FOOT INTERVALS.
FOR GRAVITY MAIN AND ORLATERAL INSTALLATION DEEPER'THAN 8.FT 'rHE TRACING WIRE SHALL BE
INSTALLED AT A DEPTH OF 7-8 FT."THE WIRE SHALL BE PROTECTED FROM DAMAGE DURING THE
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2, WHERE LATERAL TAPS ARE MADE BY`SERVICE SADDLES, THE TRACER WIRE SHALL NOT BE ALLOWED
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N O �_3� Y:C.A. G-92_ A.B.B. 4 -0
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PIPE, TRACER WIRE SHALL BE LAID FLAT AND SECURELY AFFIXED TO THE PIPE AT 10 FOOT INTERVALS.
FOR GRAVITY MAIN AND ORLATERAL INSTALLATION DEEPER'THAN 8.FT 'rHE TRACING WIRE SHALL BE
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PROJECT NO. JPM-15010
FII.ENAME: JPM15010-D1
DESIGNED BY: N D W
DRAWN BY: DLP
SCALE: N.T.S.
DATE: 04-04-2016
SHEET NO. _
MJ MCADAMS

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FVC, TO P-1; ,PIPE ADAFTEK
USE IFERNCQ COUPLING
445-40POR APPROVED
EQUAL TO SEAL.
45' PVC SADDLE
PIPE CROWN�
BACKFILL UNDER PVC SADDLE,
ADAPTOR, AND CAST IRON BEND
WITH#G7 STONE, AS SHOWN ON
5-4.
SADDLE INSTALLATION LIMITS
Odd
SPRINGLINE
=1
4.00"
STANDARD 4" BRONZE CLEANOUT "PLUG
CLEANOUT FERRULE WITH PLUG
STYLES ACCEPTED,:
INVERTED NUT
RAISED NUT
CITY OF: RALEIGH
--DEPAUMENTIO,f PUBLIC UTILITIES
4",CLEANOUT PLUG
D\/VG. NO., REVISIONS DATE REVISIONS DAT
RRH 3-30-00
5-34 1
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PLAN
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#3 OR, #4 REBAR
CORROSION RESISTANT MATERIAL
RUBBER, PLASTIC
-
46 cl
SIDE
ELEVATION
TYPICALSANITAKY SEWER ,SERVICE .BACKWATER VALVE STYLES:
FLAPPER VALVE
TYPICAL BACKWATER VALVE INSTALLATIONS:
4- 1 " DIA
HOLE5 @ I
MINIMUM AIG 4VEIG11T
FRAME 152
COVER I GO
TOTAL 342
(2) LIFTING
13AR5
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0
III LETTERING
RECESSED FLUSH
PLAN
25 1/41'
2G 1/4"
17! --T
7 112" GASKET IN I VERTICAL
22" PAGE F COVER
KING MUST BE
- 28" ANCHORED IN
— 34" ACCORDANCE
MTH S-25
5/6" o/
—STAINLESS STEEL ROD
TYPICAL LIFTING DEVICE SECTION A
CITY OF RALEIGH
DEPARTMENT _OF PUBLIC UTILITIES
MANHOLE FRAME AND WATERTIGHT
COVER
DWG. NO. >REVISIONS -DATE REVISIONS DATE
5-2G 3-1-67 18-1-57 ADD 5-29-051
P\kH 13-30-001 D, H. L. 61 1810"8 1
BUILDING WITH NEXT UPSTREAM MANHOLE HIGHER THAN,
THE LOWEST DRAIN AND BLOCKAGE.IN SEWER MAIN
BACKWATER CONDITION INTO BUILDING
WITHOUT BACKWATER VALVE
UF5TREAM
MANHOLE
5TPEE, -i- BACKWATER.
5:wrP
5E1VIC
I
MIMI
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VVA�CONDITION PREVENTED BY
BLOCKAGE' 3A rVVATERVALVE
NOTE: WHEN WATERTIGHT NOT SPECIFIED, TOP SHALL
SHALL HAVE, ONE ],'I VENT HOLE.
27 1/2"
2G,114�'
24, 111 G'
--------------------
24 112" 7 112"
26 3/ I Gf'
FRAME 5ECTIOR
(2) SS'ROLL PINS
(2) CAM LOCKS I 12",DIA x 1 3/4"
3 7/Y
51ic- 5/5" 20
1 5/45" —E — - 1 2 716'
I
WIPER CA5rETT
3/4"
5/811 5. TyjICALt CAM LOCK MANHOLE
FINNED GASKET IN VERTICAL FACE
OF"COVER TO MAKE WATERTIGHT.
11/4"
COVER
BOTTOM OF FKAME,
YAKP/VAULTIN5TALLATION FOR
HOUSE'
BUILDINGS BUILT ON SLAB AND
OC
OTHER LOCATIONS "ERE VALVE
CANNOT BE INSTALLED IN
BASEMENT OR CRAWL SPACE.
C1350 4 METER BOX
LOR : SIMILAR BOX/VAU LT
1
OF APPROPRIATE SIZE
TO ALLOW REGU LAP,
MAINTENANCE
NOTES -
1. INSTALLATIONS OF GREATER THAN 4' IN DEPTH
MAY KE -QUIRE MANHOLE.
2, VALVES MUST BE INSTALLED INA LOCATION AT
WHICH THEY CAN BE
CLEANED AND SERVICED REGULARLY.
4- 1 " DIA
HOLE5 @ I
MINIMUM AIG 4VEIG11T
FRAME 152
COVER I GO
TOTAL 342
(2) LIFTING
13AR5
0 0 I
"w
0
0
III LETTERING
RECESSED FLUSH
PLAN
25 1/41'
2G 1/4"
17! --T
7 112" GASKET IN I VERTICAL
22" PAGE F COVER
KING MUST BE
- 28" ANCHORED IN
— 34" ACCORDANCE
MTH S-25
5/6" o/
—STAINLESS STEEL ROD
TYPICAL LIFTING DEVICE SECTION A
CITY OF RALEIGH
DEPARTMENT _OF PUBLIC UTILITIES
MANHOLE FRAME AND WATERTIGHT
COVER
DWG. NO. >REVISIONS -DATE REVISIONS DATE
5-2G 3-1-67 18-1-57 ADD 5-29-051
P\kH 13-30-001 D, H. L. 61 1810"8 1
BUILDING WITH NEXT UPSTREAM MANHOLE HIGHER THAN,
THE LOWEST DRAIN AND BLOCKAGE.IN SEWER MAIN
BACKWATER CONDITION INTO BUILDING
WITHOUT BACKWATER VALVE
UF5TREAM
MANHOLE
5TPEE, -i- BACKWATER.
5:wrP
5E1VIC
I
MIMI
���BAG K
VVA�CONDITION PREVENTED BY
BLOCKAGE' 3A rVVATERVALVE
NOTE: WHEN WATERTIGHT NOT SPECIFIED, TOP SHALL
SHALL HAVE, ONE ],'I VENT HOLE.
27 1/2"
2G,114�'
24, 111 G'
--------------------
24 112" 7 112"
26 3/ I Gf'
FRAME 5ECTIOR
(2) SS'ROLL PINS
(2) CAM LOCKS I 12",DIA x 1 3/4"
3 7/Y
51ic- 5/5" 20
1 5/45" —E — - 1 2 716'
I
WIPER CA5rETT
3/4"
5/811 5. TyjICALt CAM LOCK MANHOLE
FINNED GASKET IN VERTICAL FACE
OF"COVER TO MAKE WATERTIGHT.
11/4"
COVER
BOTTOM OF FKAME,
OPEN
OC
POSITION
BOTTOM
OF COVER
CLOSED
VLOCKING DEVICE POSITION (4� FRAME
STANDARD - PENTAGON HEAD S.S. BOTTOM
OPTIONAL HEX HEAD BOLT OF FRAME
TYPICAL LOCKING DEVICE
CITY Of RALEIGH
DEPARTMENT'Of PUBLIC UTILITIES
RING MUST BE ANCHORED WATER -TIGHT MANHOLE FRAME
IN ACCORDANCE WITH 5-25 WITH CAM LOCK COVER
DWG, NO. REVISIONS DATE REVISIONS DATE
5-27 1 RRH 13-30-00
1 DH L C-18-0€5;
FINAL DRAWING RELEASED FOR CONSTRUCTION
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PROJECT NO- JPM-15010
FILENAME: JPM15010— 1
DESIGNED BY: NIDW
DRAWN BY: DLP
SCALE: N.T.S.
DATE: 04-04-2016
SHEET NO. D-9
1111MC
ADAMS
ADAms

II
TEMPORARY DIVERSION DITCH DESIGN TABLE
A,
TEMPORARY
TEMPORARY DIVERSION ID
TD-1
TD -2
TD -3
MINIMUM DEPTH FT
1.01
1.59
1.01
CALCULATED VELOCITY
2.48
3.73
2.57
ALLOWABLE VELOCITY
6.00
6.00
6.00
CALCULATED SHEAR STRESS
0.95
0.99
1.26
ALLOWABLE SHEAR STRESS
1.75
1.75
1.75
TEMPORARY LINER SPECIFICATION*
ERONET DS150
ERONET DS150
ERONET DS150
\ \ S`' ~\� \ w$ 9 �o \ * ALL SPECIFICATIONS ARE NORTH AMERICAN GREEN ROLLMAX PRODUCTS OR EQUAL..
/ �� / (STING ;CURB D s Hl� / UTTER 0 BE v�v �v �� D sD_z
REMO(SEE( �� �\� '''�-sow_ --------------------------
EP C-2)/ �A\ so
---
SHE-� !.
\� ti SD _ _ i-- SD SD SD SD SD SD tt
SD SD SD Ili T/ f ^ r
TYPE/111 / LIMITS OF
BARRICADE/ DISTURBANCE�A� �� A _ T -
I
/
1
V
Iry
LIMITS OF /,/� ,�� � � ��D
/ DISTURBANE55 �[ J I / \\ \\ "('" �< <o =---_---�_---\ -----\ -- --
1
.� / \ .,..,.,,� --� c- - 50
/ �,� / �� ( �� !� v\ v�VA -- _ ---asp ___---�
��TEMpORARY I% T - sem- -(--1� CLEAN WATER C v - - - - - - -
�
*I / \\ VA\ - ago-� DIVERSION
DITCH (TY!,?,, --
y
sF
CiNSTRUCTIONNA�
/ v BEGINNING OF TEMPORARY ENT1;tANCE / f V A� \� ^
\ \ DIVERSION DITCH TD -1. \
V v� �v a.vv, A
MIN 10' OF SEPARATION
FROM ADJACENT CLEANA \� STOG�KPILE v /
v
WATER DIVERSION DITCH/
V / / �� / / A A \ \
\ v I \
\\ / // / / / \ \ / / / `'/ SILT F NCE �QUTLi I ��
\\�� \\ / \ \ , A ALL LbW SOTS /(TT11, ` I ► , I t i
v v v SILT FENCE OUTLET IN
/ \ \
v BALL LOW SPOTS (TYP.)/
js
ICHECI�,J�AM \\ ` ✓ / I I I I J v, l��
.. \-- ECK DAM SILT FENCE (NP.)
CQNSTRUCTION SEQUENCE - STAGE 1:
1
1 )
1
TOWN OF WAKE FOREST EROSION CONTROL NOTES), THE CONTRACTOR CAN
1
INSTALL INITIAL EROSION CONTROL MEASURES ONLY. THIS INCLUDES BUT IS
Disturbed Area (AC.)
NOT LIMITED TO CONSTRUCTION ENTRANCE, SILT FENCE, PERIMETER
9.68
DIVERSION DITCHES, CHECK DAMS (ROCK OR WADDLE TYPE), TREE
9.75
PROTECTION FENCE, EXISTING INLET PROTECTION, SEDIMENT BASINS, AND
Bottom Elevation (FT)
SKIMMER BASINS. CLEAR ONLY AS NECESSARY TO INSTALL THESE
\�
MEASURES.
V
.1
\
2. CONTRACTOR IS RESPONSIBLE FOR E&SC WEEKLY INSTALLATION AND A
2.00
V
/
COVER. A RAIN GAGE, COPY OF TOWN SIGNED PLANS, REVISED SIGNED
1
PLANS, NPDES LOG, AND CONSTRUCTION BOX MUST BE PRESENT AND
j
EASILY ACCESSIBLE ONSITE.
3.OH:1 V
3.OH:1 V
\ \ S`' ~\� \ w$ 9 �o \ * ALL SPECIFICATIONS ARE NORTH AMERICAN GREEN ROLLMAX PRODUCTS OR EQUAL..
/ �� / (STING ;CURB D s Hl� / UTTER 0 BE v�v �v �� D sD_z
REMO(SEE( �� �\� '''�-sow_ --------------------------
EP C-2)/ �A\ so
---
SHE-� !.
\� ti SD _ _ i-- SD SD SD SD SD SD tt
SD SD SD Ili T/ f ^ r
TYPE/111 / LIMITS OF
BARRICADE/ DISTURBANCE�A� �� A _ T -
I
/
1
V
Iry
LIMITS OF /,/� ,�� � � ��D
/ DISTURBANE55 �[ J I / \\ \\ "('" �< <o =---_---�_---\ -----\ -- --
1
.� / \ .,..,.,,� --� c- - 50
/ �,� / �� ( �� !� v\ v�VA -- _ ---asp ___---�
��TEMpORARY I% T - sem- -(--1� CLEAN WATER C v - - - - - - -
�
*I / \\ VA\ - ago-� DIVERSION
DITCH (TY!,?,, --
y
sF
CiNSTRUCTIONNA�
/ v BEGINNING OF TEMPORARY ENT1;tANCE / f V A� \� ^
\ \ DIVERSION DITCH TD -1. \
V v� �v a.vv, A
MIN 10' OF SEPARATION
FROM ADJACENT CLEANA \� STOG�KPILE v /
v
WATER DIVERSION DITCH/
V / / �� / / A A \ \
\ v I \
\\ / // / / / \ \ / / / `'/ SILT F NCE �QUTLi I ��
\\�� \\ / \ \ , A ALL LbW SOTS /(TT11, ` I ► , I t i
v v v SILT FENCE OUTLET IN
/ \ \
v BALL LOW SPOTS (TYP.)/
js
ICHECI�,J�AM \\ ` ✓ / I I I I J v, l��
.. \-- ECK DAM SILT FENCE (NP.)
/U 1 1 �L_ -1 1 IN" 1 1 . A \ A�-NI A ! / /"X _ 22\ \ \ Y\AV1� i ' snob QAmOc b,W_- ♦ /9 l/
SEDIMENT BASIN/SKIMMER BASIN DESIGN TABLE
CQNSTRUCTION SEQUENCE - STAGE 1:
1
1. AFTER THE PRECONSTRUCITON MEETING IS HELD (SEE NOTE 6 BELOW, IN
1
TOWN OF WAKE FOREST EROSION CONTROL NOTES), THE CONTRACTOR CAN
1
INSTALL INITIAL EROSION CONTROL MEASURES ONLY. THIS INCLUDES BUT IS
Disturbed Area (AC.)
NOT LIMITED TO CONSTRUCTION ENTRANCE, SILT FENCE, PERIMETER
9.68
DIVERSION DITCHES, CHECK DAMS (ROCK OR WADDLE TYPE), TREE
9.75
PROTECTION FENCE, EXISTING INLET PROTECTION, SEDIMENT BASINS, AND
Bottom Elevation (FT)
SKIMMER BASINS. CLEAR ONLY AS NECESSARY TO INSTALL THESE
\�
MEASURES.
2.00
2.00
\
2. CONTRACTOR IS RESPONSIBLE FOR E&SC WEEKLY INSTALLATION AND A
2.00
MAINTENANCE LOG INCLUDING DATES OF TEMPORARY/PERMANENT GROUND
/
COVER. A RAIN GAGE, COPY OF TOWN SIGNED PLANS, REVISED SIGNED
1
PLANS, NPDES LOG, AND CONSTRUCTION BOX MUST BE PRESENT AND
j
EASILY ACCESSIBLE ONSITE.
3.OH:1 V
3.OH:1 V
Spillway Length (FT)
3. ONCE MEASURES ARE INSTALLED, CONTRACTOR/FINANCIALLY RESPONSIBLE
30.0
OWNER (FRO) TO CALL TOWN FOR AN INITIAL INSPECTION. IF SITE PASSES
4.00
INSPECTION, A CERTIFICATE OF COMPLIANCE WILL BE ISSUED. CONTRACTOR
CAN NOW BEGIN CLEARING, GRUBBING, AND GRADING WITHIN THE LIMITS
Top of Trap Length (FT)
124
184
SHOWN.
54
98
Storage Volume Required (FT')
4. THE PROJECT HAS BEEN PHASED TO LEAVE AS LITTLE CONTIGUOUS GROUND
17424
OPEN AS POSSIBLE.
7,640
26,460
Sediment Surface Area Req'd (FTS)
5. TEMPORARILY SEED, STRAW AND TACK OR HYDROSEED WITHIN 14 DAYS OF
12,580
ANY PHASE OF GRADING, INCLUDING SLOPES. SEED BASINS AND DITCHES
4,700
IMMEDIATELY AFTER CONSTRUCTION.
Number of Skimmers
6. PRIOR TO REMOVAL OF TEMPORARY MEASURES OR REDUCTION OF SKIMMER
so
BASINS, TOWN MUST APPROVE REMOVAL. ALL AREAS ABOVE TEMPORARY
2.00
MEASURE MUST HAVE 85% GROUND COVER.
Skimmer Orifice Size (IN)
1.50
\\
7. THE TOWN OF WAKE FOREST EROSION CONTROL INSPECTOR WILL EVALUATE
\�
THE SITE AT LEAST ONCE A MONTH. A COPY OF THE INSPECTION FORM
\
WILL BE EMAILED TO THE FRO. THE WEEKLY EROSION LOG AND NPDES LOG
N/A
MUST BE ONSITE AND AVAILABLE FOR REVIEW.
71
�� \
N/A
Notes:
8. IF THE SITE IS FOUND OUT OF COMPLIANCE A NOTICE OF VIOLATION WILL
1. See details on silt fence baffle spacing.
BE ISSUED GIVING THE CONTRACTOR/FRO 7 WORKING DAYS TO REMEDY THE
"-
PROBLEM. IF THE SITUATION IS NOT RESOLVED WITHIN THE TIME PERIOD A
�.
FINE MAY BE ISSUED.
t `
9. IF SEDIMENT LEAVES THE SITE A FINE MAY BE ISSUED UP TO $5,000 PER
DAY PER VIOLATION. IF SEDIMENT ENTERS A BUFFER, STREAM, OR WETLAND
NCDWQ WILL BE NOTIFIED. THEY MAY ISSUE FINES UP TO $25,000 PER DAY
PER VIOLATION.
\
10. MOVE TO STAGE 2 EROSION CONTROL PLAN.
TOWN OF WAKE FOREST
EROSION CONTROL NOTES:
1. A LAND DISTURBING (E&SC) PERMIT IS REQUIRED FOR PROJECTS OVER
t l
0.50 ACRE. IF MULTIPLE LOTS WITH LAND DISTURBANCE OVER 0.50 ACRE
TOTAL ARE EITHER CONTIGUOUS OR NON-CONTIGUOUS IN THE SAME
SUBDIVISION, BEING TAKEN DOWN BY THE SAME BUILDER/OWNER, A LAND
DISTURBING PERMIT IS REQUIRED. THE COST OF THE PLAN REVIEW AND
i
PERMIT IS $400/ACRE ROUNDED UP (1.1 ACRES = 2 ACRES
$400/ACRE = $800). THE FEE IS DUE AT TIME OF PLAN SUBMITTAL.
/
DEVELOPER IS RESPONSIBLE FOR INFORMING BUILDER OF E&SC PERMIT
! t
REQUIREMENTS ON INDIVIDUAL LOTS. DISCLAIMER: TOWN OF WAKE FOREST
r�Jr^:
FEES AND CHARGES ARE SUBJECT TO CHANGE WITHOUT NOTICE. PLEASE
/
CALL 919-435-9443 TO CONFIRM CURRENT FEES AND CHARGES.
2. IF ADDITIONAL ACREAGE IS ADDED TO AN EXISTING PERMIT, REVISED FORMS,
PLANS, AND ANY ADDITIONAL FEESMUST BE SUBMITTED.
3. IF OWNERSHIP OF A PROPERTY HAS CHANGED A REVISED FINANCIAL
RESPONSIBILITY/OWNERSHIP (F.R.O.) FORM MUST BE SUBMITTED.
4. IF A PROPERTY IS TAKEN OVER BY THE BANK, THE BANK SHALL CONTACT
THE TOWN EROSION
AND REPAIR ALL CONTROL MEASURES TO
1 /
TOWN/NCDENR STANDARDS. THEY SHALL ALSO SUBMIT A NEW F.R.O. FORM.
5. IF A PROJECT IS NOT COMPLETE WITHIN TWO YEARS, THE PLANS MUST BE
RENEWED AT $250/ACRE. A REVISED SET OF PLANS MAY BE SUBMITTED IF
i
ACREAGE HAS ALREADY BEEN DEVELOPED AND A CERTIFICATE OF
OCCUPANCY HAS BEEN ISSUED.
J t
6. AN EROSION PRECONSTRUCTION MEETING MUST BE HELD WITH THE TOWN
OF WAKE FOREST PRIOR TO START OF ANY WORK, INCLUDING INSTALLATION
OF EROSION CONTROL MEASURES, DEMOLITION, CUTTING TREES, AND
GRUBBING. CALL ENGINEERING AT [phone] TO SET UP A MEETING.
ALL PLANS MUST BE SIGNED AND COPIES RETURNED BACK TO THE TOWN 1
WEEK PRIOR TO PRECONSTRUCTION MEETING.
7. THE OWNER, GENERAL CONTRACTOR, GRADING COMPANY, AND EROSION
`.:
CONTROL INSTALLER MUST BE PRESENT AT THE PRECONSTRUCITON MEETING.
.-^.-...�^� .
8. THE E&SC PERMIT AND NPDES GENERAL STORMWATER PERMIT WILL BE
�^-
GIVEN OUT AT THIS MEETING
9. ALL SILT FENCE MUST BE TRENCHED AT A MINIMUM DEPTH OF 6 INCHES.
EROSION CONTROL LEGEND
/U 1 1 �L_ -1 1 IN" 1 1 . A \ A�-NI A ! / /"X _ 22\ \ \ Y\AV1� i ' snob QAmOc b,W_- ♦ /9 l/
SEDIMENT BASIN/SKIMMER BASIN DESIGN TABLE
As
SEDIMENT TRAP ID
ST -1
SEDIMENT TRAP
ST -2
SEDIMENT TRAP
Drainage Area (AC.)
2.25
9.68
Disturbed Area (AC.)
2.25
9.68
Flow Q10 (CFS)
9.75
38.34
Bottom Elevation (FT)
342.0
322.0
Sediment Depth (FT)
2.00
2.00
Freeboard (from Sediment Depth)
2.00
2.00
Depth to Crest of Riser (FT)
2.00
2.00
Depth to Crest of Emergency Spillway (FT)
2.50
2.50
Side Slopes
3.OH:1 V
3.OH:1 V
Spillway Length (FT)
2010
30.0
Height of Berm (FT)
4.00
4.00
Top of Trap Length (FT)
124
184
Top of Trap Width (FT)
54
98
Storage Volume Required (FT')
4,050
17424
Storage Volume ProVd. (FTS
7,640
26,460
Sediment Surface Area Req'd (FTS)
3,060
12,580
Sediment Surface Area ProVd (FT°)
4,700
14,730
Number of Skimmers
1
1
Skimmer Size (IN)
2.00
2.50
Skimmer Orifice Size (IN)
1.50
2.50
Anti -Flotation Block
N/A
N/A
Riser Diameter (IN)
N/A
N/A
Barrel Diameter (IN)
N/A
N/A
Notes:
1. See details on silt fence baffle spacing.
AINTENANCE PLAN:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED BY
THE CONTRACTOR FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY
WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL
MEASURES AS DESIGNED.
2. SEDIMENT BASINS SHALL BE INSPECTED REGULARLY DURING LAND
DISTURBING ACTIVITIES AND AFTER EACH RUNOFF -PRODUCING RAINFALL.
SEDIMENT SHALL BE REMOVED AND THE BASIN RESTORED TO ITS ORIGINAL
DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN
DEPTH OF EACH BASIN.
3. SEDIMENT FENCES SHALL BE INSPECTED AT LEAST ONCE A WEEK AND
AFTER EACH RAINFALL. REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT
DEPOSITS SHALL BE REMOVED AS NEEDED TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAINFALL EVENT, AND TO REDUCE PRESSURE ON
THE FENCE. FENCING MATERIALS AND SEDIMENT DEPOSITS SHALL BE
REMOVED, AND THE AREA BROUGHT TO GRADE FOLLOWING STABILIZATION OF
UPGRADIENT DISTURBED AREAS.
4. DIVERSION DITCHES MUST REMAIN IN PLACE UNTIL PROJECT IS STABILIZED.
5. MUD AND DEBRIS MUST BE KEPT OFF OF EXISTING PORTIONS OF ANY
EXISTING PAVED ROAD AND/OR PRIVATE DRIVEWAY AT ALL TIMES. IF MUD
AND DEBRIS IS TRACKED FROM THE SITE, IT MUST BE REMOVED
IMMEDIATELY. FAILURE TO FOLLOW THIS PROCEDURE MAY RESULT IN
PUNITIVE ACTION BEING TAKEN, INCLUDING A STOP WORK ORDER, FINES
AND/OR REVOKING THE GRADING PERMIT.
6. GRADED SLOPES AND FILLS ARE TO BE PLANTED OR PROVIDED WITH
PROTECTIVE COVER SUFFICIENT TO RESTRAIN EROSION AFTER THE
COMPLETION OF ANY PHASE OF GRADING. ALL AREAS UPON WHICH NO
FURTHER LAND DISTURBING ACTIVITY WILL BE UNDERTAKEN ARE TO BE
PLANTED OR PROVIDED WITH PROTECTIVE COVER WITHIN THE TIME FRAMES
SHOWN IN THE GROUND STABILIZATION TABLE.
SILT FENCE OUTLET
CHECK DAM
-SF SF SF - SILT FENCE
SITE AREA STABILIZATION STABILIZATION TIME
DESCRIPTION TIME FRAME FRAME EXCEPTIONS -T' TP TP - TREE PROTECTION FENCE
PERIMETER DIKES, LD LD LIMITS OF DISTURBANCE
SWALES, DITCHES 7 DAYS NONE
AND SLOPES
HIGH QUALITY WATER 7 DAYS NONE WOODED AREA
(HQW) ZONES
�i�►�i/�►� DIVERSION DITCH
IF SLOPES ARE 10'
SLOPES STEEPER OR LESS IN LENGTH
°p0 yc�
7 DAYS AND ARE NOT STEEPER
THAN 3:1 ( o i°
/ / THAN 2:1, 14 DAYS o °� o CONSTRUCTION ENTRANCE EXIT
ARE ALLOWED /
t ,p
�. \ \ 7 -DAYS FOR SLOPES
V SKIMMER % \ SLOPES 3:1 OR
( A \ \ ASSEMBLY / % % / 14 DAYS GREATER THAN 50
O-°
\ , "� FLATTER FEET IN LENGTH
;,.
1 ALL OTHER AREAS NONE (EXCEPT FOR
(t ( A \V° WITH SLOPES 14 DAYS PERIMETERS AND HOW
! F I 1 \ FLATTER THAN 4:1 ZONES)
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF WAKE FOREST
-0,5 Al
En ee n De artment _ ate
71L�
Public Works Department Date
Er o & Sediment Control Date
Vluau
City of Raleigh Public Utilitiesl Department
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN
OF WAKE FOREST, CITY OF RALEIGH & NCDOT (WHERE
APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NGVD29
Date
As
Date
y
Date
Date
Date
GRAPHIC SCALE
60 0 30 60 120
1 inch = 60 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
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PROJECT N0. JPM-15010
FILENAME: JPM15010-EC1
DESIGNED BY: N D W
DRAWN BY: DLP
SCALE: 1„ = 60'
DATE: 04-04-2016
SHEET N0.
C-1
!!11 MCADAMS

D�n
k
(TYP
TYPE III -
BARRICADE
L1 i,11J 111 \ l.,
TRADITIONS
RIDGE DRIVE
60' PUBLIC R/W
SEDIMENT BASIN/SKIMMER BASIN DESIGN TABLE
SITE AREA
SEDIMENT TRAP ID
ST -1
SEDIMENT TRAP
ST -2
SEDIMENT TRAP
Drainage Area (AC.)
3.02
6.95
Disturbed Area (AC.)
3.02
6.95
Flow Q10 (CFS)
12.66
18.61
Bottom Elevation (FT)
342.0
322.0
Sediment Depth (FT)
2.00
2.00
Freeboard (from Sediment Depth)
2.00
2.00
Depth to Crest of Riser (FT)
2.00
2.00
Depth to Crest of Emergency Spillway (FT)
2.50
2.50
Side Slopes
3.OH:1 V
3.OH:1 V
Spillway Length (FT)
10.0
10.0
Height of Berm (FT)
4.00
4.00
Top of Trap Length (FT)
124
160
Top of Trap Width (FT)
54
74
Storage Volume Required (FT')
5,436
12510
Storage Volume Prov d. (FT')
7,640
24,460
Sediment Surface Area Req'd (FTs)
4,250
9,790
Sediment Surface Area ProVd (FT2)
4,700
14,730
Number of Skimmers
1
1
Skimmer Size (IN)
2.00
2.50
Skimmer Orifice Size (IN)
1.50
2.50
Anti -Flotation Block
N/A
N/A
Riser Diameter (IN)
N/A
N/A
Barrel Diameter (IN)
N/A
N/A
Notes:
1. See details on silt fence baffle spacing.
EXISTING CITY OF RALEIGH 301•
SANITARY SEWER EASEMENT
T T.11111�' 1 '
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED BY
THE CONTRACTOR FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY
WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL
MEASURES AS DESIGNED.
2. SEDIMENT BASINS SHALL BE INSPECTED REGULARLY DURING LAND
DISTURBING ACTIVITIES AND AFTER EACH RUNOFF -PRODUCING RAINFALL.
SEDIMENT SHALL BE REMOVED AND THE BASIN RESTORED TO ITS ORIGINAL
DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN
DEPTH OF EACH BASIN.
3. SEDIMENT FENCES SHALL BE INSPECTED AT LEAST ONCE A WEEK AND
AFTER EACH RAINFALL. REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT
DEPOSITS SHALL BE REMOVED AS NEEDED TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAINFALL EVENT, AND TO REDUCE PRESSURE ON
THE FENCE. FENCING MATERIALS AND SEDIMENT DEPOSITS SHALL BE
REMOVED, AND THE AREA BROUGHT TO GRADE FOLLOWING STABILIZATION OF
UPGRADIENT DISTURBED AREAS.
4. DIVERSION DITCHES MUST REMAIN IN PLACE UNTIL PROJECT IS STABILIZED,
5. MUD AND DEBRIS MUST BE KEPT OFF OF EXISTING PORTIONS OF ANY
EXISTING PAVED ROAD AND/OR PRIVATE DRIVEWAY AT ALL TIMES. IF MUD
AND DEBRIS IS TRACKED FROM THE SITE, IT MUST BE REMOVED
IMMEDIATELY. FAILURE TO FOLLOW THIS PROCEDURE MAY RESULT IN
PUNITIVE ACTION BEING TAKEN, INCLUDING A STOP WORK ORDER, FINES
AND/OR REVOKING THE GRADING PERMIT.
6. GRADED SLOPES AND FILLS ARE TO BE PLANTED OR PROVIDED WITH
PROTECTIVE COVER SUFFICIENT TO RESTRAIN EROSION AFTER THE
COMPLETION OF ANY PHASE OF GRADING. ALL AREAS UPON WHICH NO
FURTHER LAND DISTURBING ACTIVITY WILL BE UNDERTAKEN ARE TO BE
PLANTED OR PROVIDED WITH PROTECTIVE COVER WITHIN THE TIME FRAMES
SHOWN IN THE GROUND STABILIZATION TABLE.
7
1. THE CONTRACTOR SHALL INSTALL STORM DRAINAGE WITH INLET PROTECTION.
2. THE PROJECT HAS BEEN PHASED TO LEAVE AS LITTLE CONTIGUOUS GROUND
OPEN AS POSSIBLE.
3. ADJUST BAFFLES FOR ST -1 AS SHOWN.
4. CONTRACTOR IS TO INSTALL TEMPORARY OUTLET PIPES FOR SD 100 AND
SD 200 STORM DRAINAGE SYSTEMS AS INDICATED ON THE PLAN. THEIR
STARTING INVERTS SHALL MATCH THE INVERTS OF THE PERMANENT PIPES
SHOWN ON SHEET C-7. THESE TEMPORARY PIPES ARE TO REMAIN IN
PLACE UNTIL THE END OF THE EROSION CONTROL SEQUENCE. ONCE
STORM DRAINAGE AND INLET PROTECTION ARE IN PLACE, ROADS AND LOTS
SHALL BE BUILT UP TO GRADE. ST -1 & ST -2 SHALL CONTINUE TO
FUNCTION AS SEDIMENT BASINS UNTIL LEVEL SPREADERS ARE INSTALLED.
5. TEMPORARILY SEED, STRAW AND TACK OR HYDROSEED WITHIN 14 DAYS OF
ANY PHASE OF GRADING, INCLUDING SLOPES. SEED BASINS AND DITCHES
IMMEDIATELY AFTER CONSTRUCTION. SEED "BORROW" SITES WITHIN 14 DAYS
OF INACTIVITY.
6. PRIOR TO REMOVAL OF TEMPORARY MEASURES, TOWN MUST APPROVE
REMOVAL. ALL AREAS ABOVE TEMPORARY MEASURE MUST HAVE 85%
GROUND COVER.
7. THE TOWN OF WAKE FOREST EROSION CONTROL INSPECTOR WILL EVALUATE
THE SITE AT LEAST ONCE A MONTH. A COPY OF THE INSPECTION FORM
WILL BE EMAILED TO THE FRO. THE WEEKLY EROSION LOG AND NPDES LOG
MUST BE ONSITE AND AVAILABLE FOR REVIEW.
8. IF THE SITE IS FOUND OUT OF COMPLIANCE A NOTICE OF VIOLATION WILL
BE ISSUED GIVING THE CONTRACTOR/FRO 7 WORKING DAYS TO REMEDY THE
PROBLEM. IF THE SITUATION IS NOT RESOLVED WITHIN THE TIME PERIOD A
FINE MAY BE ISSUED.
9. IF SEDIMENT LEAVES THE SITE A FINE MAY BE ISSUED UP TO $5,000 PER
DAY PER VIOLATION. IF SEDIMENT ENTERS A BUFFER, STREAM, OR WETLAND
NCDWQ WILL BE NOTIFIED. THEY MAY ISSUE FINES UP TO $25,000 PER DAY
PER VIOLATION.
10. CALL THE TOWN UPON COMPLETION FOR A FINAL EROSION INSPECTION. A
PUNCHLIST MAY BE GENERATED ADDRESSING ANY REMAINING ITEMS. THERE
MUST BE 85% GROUNDCOVER ON THE ENTIRE SITE PRIOR TO A CERTIFICATE
OF OCCUPANCY. IF THE SITE IS FOUND TO BE IN COMPLIANCE AN EROSION
CERTIFICATE OF COMPLETION WILL BE ISSUED.
11. CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES, AS
PERMITTED BY EROSION CONTROL INSPECTIONS DEPARTMENT. CONTRACTOR
SHALL REPLACE TEMPORARY PIPE (REFER TO NOTE #3) WITH PERMANENT
STORM DRAINAGE PIPES AND STRUCTURES AS SHOWN ON SHEET C-7.
TOWN OF WAKE FOREST
EROSION CONTROL NOTES:
1. A LAND DISTURBING (E&SC) PERMIT IS REQUIRED FOR PROJECTS OVER
0.50 ACRE. IF MULTIPLE LOTS WITH LAND DISTURBANCE OVER 0.50 ACRE
TOTAL ARE EITHER CONTIGUOUS OR NON-CONTIGUOUS IN THE SAME
SUBDIVISION, BEING TAKEN DOWN BY THE SAME BUILDER/OWNER, A LAND
DISTURBING PERMIT IS REQUIRED. THE COST OF THE PLAN REVIEW AND
PERMIT IS $400/ACRE ROUNDED UP (1.1 ACRES = 2 ACRES
$400/ACRE = $800). THE FEE IS DUE AT TIME OF PLAN SUBMITTAL.
DEVELOPER IS RESPONSIBLE FOR INFORMING BUILDER OF E&SC PERMIT
REQUIREMENTS ON INDIVIDUAL LOTS. DISCLAIMER: TOWN OF WAKE FOREST
FEES AND CHARGES ARE SUBJECT TO CHANGE WITHOUT NOTICE. PLEASE
CALL 919-435-9443 TO CONFIRM CURRENT FEES AND CHARGES.
2. IF ADDITIONAL ACREAGE IS ADDED TO AN EXISTING PERMIT, REVISED FORMS,
PLANS, AND ANY ADDITIONAL FEES MUST BE SUBMITTED.
3. IF OWNERSHIP OF A PROPERTY HAS CHANGED A REVISED FINANCIAL
RESPONSIBILITY/OWNERSHIP (F.R.O.) FORM MUST BE SUBMITTED.
4. IF A PROPERTY IS TAKEN OVER BY THE BANK, THE BANK SHALL CONTACT
THE TOWN AND REPAIR ALL EROSION CONTROL MEASURES TO
TOWN/NCDENR STANDARDS. THEY SHALL ALSO SUBMIT A NEW F.R.O. FORM.
5. IF A PROJECT IS NOT COMPLETE WITHIN TWO YEARS, THE PLANS MUST BE
RENEWED AT $250/ACRE. A REVISED SET OF PLANS MAY BE SUBMITTED IF
ACREAGE HAS ALREADY BEEN DEVELOPED AND A CERTIFICATE OF
OCCUPANCY HAS BEEN ISSUED.
6. AN EROSION PRECONSTRUCTION MEETING MUST BE HELD WITH THE TOWN
OF WAKE FOREST PRIOR TO START OF ANY WORK, INCLUDING INSTALLATION
OF EROSION CONTROL MEASURES, DEMOLITION, CUTTING TREES, AND
GRUBBING. CALL ENGINEERING AT [phone] TO SET UP A MEETING.
ALL PLANS MUST BE SIGNED AND COPIES RETURNED BACK TO THE TOWN 1
WEEK PRIOR TO PRECONSTRUCTION MEETING.
7. THE OWNER, GENERAL CONTRACTOR, GRADING COMPANY, AND EROSION
CONTROL INSTALLER MUST BE PRESENT AT THE PRECONSTRUCITQN MEETING.
8. THE E&SC PERMIT AND NPDES GENERAL STORMWATER PERMIT WILL BE
GIVEN OUT AT THIS MEETING
9. ALL SILT FENCE MUST BE TRENCHED AT A MINIMUM DEPTH OF 6 INCHES.
EROSION CONTROL LEGEND
TOTAL DISTURBED AREA- 15.81 AC.
GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
\
SWALES, DITCHES
7 DAYS
1. THE CONTRACTOR SHALL INSTALL STORM DRAINAGE WITH INLET PROTECTION.
2. THE PROJECT HAS BEEN PHASED TO LEAVE AS LITTLE CONTIGUOUS GROUND
OPEN AS POSSIBLE.
3. ADJUST BAFFLES FOR ST -1 AS SHOWN.
4. CONTRACTOR IS TO INSTALL TEMPORARY OUTLET PIPES FOR SD 100 AND
SD 200 STORM DRAINAGE SYSTEMS AS INDICATED ON THE PLAN. THEIR
STARTING INVERTS SHALL MATCH THE INVERTS OF THE PERMANENT PIPES
SHOWN ON SHEET C-7. THESE TEMPORARY PIPES ARE TO REMAIN IN
PLACE UNTIL THE END OF THE EROSION CONTROL SEQUENCE. ONCE
STORM DRAINAGE AND INLET PROTECTION ARE IN PLACE, ROADS AND LOTS
SHALL BE BUILT UP TO GRADE. ST -1 & ST -2 SHALL CONTINUE TO
FUNCTION AS SEDIMENT BASINS UNTIL LEVEL SPREADERS ARE INSTALLED.
5. TEMPORARILY SEED, STRAW AND TACK OR HYDROSEED WITHIN 14 DAYS OF
ANY PHASE OF GRADING, INCLUDING SLOPES. SEED BASINS AND DITCHES
IMMEDIATELY AFTER CONSTRUCTION. SEED "BORROW" SITES WITHIN 14 DAYS
OF INACTIVITY.
6. PRIOR TO REMOVAL OF TEMPORARY MEASURES, TOWN MUST APPROVE
REMOVAL. ALL AREAS ABOVE TEMPORARY MEASURE MUST HAVE 85%
GROUND COVER.
7. THE TOWN OF WAKE FOREST EROSION CONTROL INSPECTOR WILL EVALUATE
THE SITE AT LEAST ONCE A MONTH. A COPY OF THE INSPECTION FORM
WILL BE EMAILED TO THE FRO. THE WEEKLY EROSION LOG AND NPDES LOG
MUST BE ONSITE AND AVAILABLE FOR REVIEW.
8. IF THE SITE IS FOUND OUT OF COMPLIANCE A NOTICE OF VIOLATION WILL
BE ISSUED GIVING THE CONTRACTOR/FRO 7 WORKING DAYS TO REMEDY THE
PROBLEM. IF THE SITUATION IS NOT RESOLVED WITHIN THE TIME PERIOD A
FINE MAY BE ISSUED.
9. IF SEDIMENT LEAVES THE SITE A FINE MAY BE ISSUED UP TO $5,000 PER
DAY PER VIOLATION. IF SEDIMENT ENTERS A BUFFER, STREAM, OR WETLAND
NCDWQ WILL BE NOTIFIED. THEY MAY ISSUE FINES UP TO $25,000 PER DAY
PER VIOLATION.
10. CALL THE TOWN UPON COMPLETION FOR A FINAL EROSION INSPECTION. A
PUNCHLIST MAY BE GENERATED ADDRESSING ANY REMAINING ITEMS. THERE
MUST BE 85% GROUNDCOVER ON THE ENTIRE SITE PRIOR TO A CERTIFICATE
OF OCCUPANCY. IF THE SITE IS FOUND TO BE IN COMPLIANCE AN EROSION
CERTIFICATE OF COMPLETION WILL BE ISSUED.
11. CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES, AS
PERMITTED BY EROSION CONTROL INSPECTIONS DEPARTMENT. CONTRACTOR
SHALL REPLACE TEMPORARY PIPE (REFER TO NOTE #3) WITH PERMANENT
STORM DRAINAGE PIPES AND STRUCTURES AS SHOWN ON SHEET C-7.
TOWN OF WAKE FOREST
EROSION CONTROL NOTES:
1. A LAND DISTURBING (E&SC) PERMIT IS REQUIRED FOR PROJECTS OVER
0.50 ACRE. IF MULTIPLE LOTS WITH LAND DISTURBANCE OVER 0.50 ACRE
TOTAL ARE EITHER CONTIGUOUS OR NON-CONTIGUOUS IN THE SAME
SUBDIVISION, BEING TAKEN DOWN BY THE SAME BUILDER/OWNER, A LAND
DISTURBING PERMIT IS REQUIRED. THE COST OF THE PLAN REVIEW AND
PERMIT IS $400/ACRE ROUNDED UP (1.1 ACRES = 2 ACRES
$400/ACRE = $800). THE FEE IS DUE AT TIME OF PLAN SUBMITTAL.
DEVELOPER IS RESPONSIBLE FOR INFORMING BUILDER OF E&SC PERMIT
REQUIREMENTS ON INDIVIDUAL LOTS. DISCLAIMER: TOWN OF WAKE FOREST
FEES AND CHARGES ARE SUBJECT TO CHANGE WITHOUT NOTICE. PLEASE
CALL 919-435-9443 TO CONFIRM CURRENT FEES AND CHARGES.
2. IF ADDITIONAL ACREAGE IS ADDED TO AN EXISTING PERMIT, REVISED FORMS,
PLANS, AND ANY ADDITIONAL FEES MUST BE SUBMITTED.
3. IF OWNERSHIP OF A PROPERTY HAS CHANGED A REVISED FINANCIAL
RESPONSIBILITY/OWNERSHIP (F.R.O.) FORM MUST BE SUBMITTED.
4. IF A PROPERTY IS TAKEN OVER BY THE BANK, THE BANK SHALL CONTACT
THE TOWN AND REPAIR ALL EROSION CONTROL MEASURES TO
TOWN/NCDENR STANDARDS. THEY SHALL ALSO SUBMIT A NEW F.R.O. FORM.
5. IF A PROJECT IS NOT COMPLETE WITHIN TWO YEARS, THE PLANS MUST BE
RENEWED AT $250/ACRE. A REVISED SET OF PLANS MAY BE SUBMITTED IF
ACREAGE HAS ALREADY BEEN DEVELOPED AND A CERTIFICATE OF
OCCUPANCY HAS BEEN ISSUED.
6. AN EROSION PRECONSTRUCTION MEETING MUST BE HELD WITH THE TOWN
OF WAKE FOREST PRIOR TO START OF ANY WORK, INCLUDING INSTALLATION
OF EROSION CONTROL MEASURES, DEMOLITION, CUTTING TREES, AND
GRUBBING. CALL ENGINEERING AT [phone] TO SET UP A MEETING.
ALL PLANS MUST BE SIGNED AND COPIES RETURNED BACK TO THE TOWN 1
WEEK PRIOR TO PRECONSTRUCTION MEETING.
7. THE OWNER, GENERAL CONTRACTOR, GRADING COMPANY, AND EROSION
CONTROL INSTALLER MUST BE PRESENT AT THE PRECONSTRUCITQN MEETING.
8. THE E&SC PERMIT AND NPDES GENERAL STORMWATER PERMIT WILL BE
GIVEN OUT AT THIS MEETING
9. ALL SILT FENCE MUST BE TRENCHED AT A MINIMUM DEPTH OF 6 INCHES.
EROSION CONTROL LEGEND
TOTAL DISTURBED AREA- 15.81 AC.
GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY WATER
(HQW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10'
SLOPES STEEPER
OR LESS IN LENGTH
THAN 3:1
7 DAYS
AND ARE NOT STEEPER
THAN 2:1, 14 DAYS
ARE ALLOWED
SLOPES 3:1 OR
7 -DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50
FEET IN LENGTH
ALL OTHER AREAS
NONE (EXCEPT FOR
WITH SLOPES
14 DAYS
PERIMETERS AND HQW
FLATTER THAN 4:1
ZONES)
•�ilHi(u�
-SF SF SF -
-TP TP TP -
LD LD
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE
TOWN OF WAKE FOREST
'3
Engineer' g De artment ate
t(/�V/i� S ( f k
Public Wqrks Department Date
Er s o & Sediment Control Date
SILT FENCE OUTLET
INLET PROTECTION
CHECK DAM
SILT FENCE
TREE PROTECTION
LIMITS OF DISTURBANCE
WOODED AREA
CONSTRUCTION ENTRANCE/EXIT
Fire Prev on Date
xj
W,4
Acces it Date
ffnaing Dep ment Date
b
Urban Forestry Date
City of Raleigh Pu lic Utilities Department Date
GRAPHIC SCALE
60 0 30 60 120
1 inch = 60 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
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PROJECT No. JPM-15010
FH.SNAME: JPM15010-EC2
DESIGNED BY: N D W
DRAWN BY: DLP
SCALE: 1" = 60'
DATE: 04-04-2016
SHEET N0.
C-2
J MCADAMS

0
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3:
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X
Table 6.10a
Temporary Seeding
Recommendations, for Late
Winter and Early Spring
Seeding mixture
Species Rate(11 b/lacirel
Cl
Rye'(grain ) 4-29- use 110
Seeding dates
Mountains --Above 2500 feet: 'Feb. 15 - May 1,5
Below 2500 feet: Feb. 1- M ay'l
Piedmont -Jan. I - May 1
Coastal Plain -Dec, 1 -Apr 15
Soil amendments
Follow recommendations of soil tests or apply 2,0010 lb/acre.grounricultural limestone d
-7
and It 50 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 Iblacre straw. Anchor straw bytacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool
Maintenance
Refertjlizo, if growth is not full d at . �R ed, rtil ze , nd ul h
y a equ e ese fefe� i a m
immediately following erosion: or other damage.
Table 6.10b
Temporary Seeding
Recommendations for
Summer
Seeding mixture
Species Rate, (Ib/acre)
German millet 40
In the Piedmont and Mountains, a small -stemmed Sudangrass may be
substituted at a rate of 50 lb/acre.
Seeding dates
Mountains -May 15 - Aug� 15
edmont-May
Coastal PlaAug.
I -
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 Ib/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 Iblacre straw. Anchor straw,by tacking with asphalt, netting,
or a mulch anchoring tool. Ndisk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
Table 6.1 Oc
Temporary Seeding
Recommendations for Fall
Seeding mixture
Species Rate (1b/acre)
Rye (grain) 120
Seeding dates
Mountains -Aug. 15 - Dec. 15
Coastal Plain and Piedmont -Aug. 15 - Dec. 30
Soil amendments
Follow soil tests orapply 2,000 lb/acre ground agricultural limestone
and 1,000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw b y, tacking with asphalt, netting;
or a mulch anchoringtool. A diskWith blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Repair and refertilize damaged areas immediately. TO dress with 50
lb/acre of nitrogen in March, If it is necessary to extent temporary
cover beyond June 15, orseed with 50 lb/acre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza in late February or
early March.
TEMPORARY SEEDING PER NCDENR
EROSION & SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
SECTION 6.10
HERBACEOUS PLANTS -Seeding recommendations for immediate stabilizationinurse Cr
0 to 6 weeks for devviopment-, effectWonalso 9*4:, 6 months to 9,y ear stabilization)
NURSE CROP SPECIES -
Table 6. 11.a
_
Planting Dates
Opfiinal Pfartino Dates
get,- j sewing Few &MAoine cosw SuntShade
Conrim Name Botanical Nam Lnt!aduced ftloom thimlecte mciurdans Pleomra piatu tollararit Walands
mwan
Buffers
linveave installation Maintenance
yes or JLo Considerations
Other information, cominerdw
Grain Socate cereals 1 40 The soil lost 1111 - 4i3a Bfl 5 4115 8115 - 4115 Sun Yes
Yes
No Must to mown b reduce
Fertilizationt'
linrestone
Itislaore
Mountans
Ptcarrim
co dueness with
Sunt'Shade
tolerant
VIe.;avds
Riparian
Butfe;s
or term
1 staliation 1
n Maintenance,
considerationi;
.0therinformation-
corrMi2nary
ras,
Ivelletation
N
'A,
ev suit test
1211-4/15
NR
wheat, TdOcum 1 30 itis By vA test 1111 4130 8M 6 - &I a ell 6 - 4ri 5 sun yea
Yes
No Must be mom to reduce
Not water tolerant kilay be used
No
Pesreords "(ell 16
compettiverie3s with
in wistiands that we not
Cave-in-Rcck
parmanerd or ImV term
CQ llnlw saturated
aontrrliedWMs �.4 X '4Bch
vegetation
onlv
controlled burns, Mix with
CWrommillet sawaiwim -4 101ba 18yaoiltast sun, yes
yes;
No'' 0(op should be cut I diso'
Not water tolerant May be used
'hv, 5de'd V, - I
.3 10 " (.it Irietles
lixicir to plardiry primary or in wallands that we not
�pll term vegetation
octdinuoiisly saturated.
3 to 5 other seedvariettes
Bralwintop Millet Uiroichkaramosa 1 10 lbs scil test 5111'-9120 SM5-811 15-811 Sun Yes
yes
No Cr22 should be clut / disc
Not water tolerant. May be used
grior to,i2j.erima ty or inwetlands -that eronot
long term vegetation
ocintinuomlysaturated.
that have ;jfrdlar soil
cVainage.adaptations,
Sudan glissaftbLftjtS�hum sacMaWum. I 151ba By sollbog NR NR 4/15-8115 Sun No
No
Yoe Crop should be cut I Men
Um only whsle plants and sad
bico1crssA0ru:nmonciV
prior to Yanting pftM or can be contained and contrdlod.
LcM term vegetation
irainage adaptaltioh,,
IndiaiicraassCK1M5""VX&"1
"rM.V"X&1W8a
Kobe LAVadezit iKummarowle sirlato x kobe 1 10 it BY so test 5/1 _'911 511""-911 511-811 Sun :No
No
No consultLualffm
Use in 0castal Plain
1211-611
.911 -511
horticulluraft orextanslon
NR:
'01011
No
agerd for ow -seedling
Only Indiaricirass: aclaritab! to
�yyitchgrass
Paincuin- virclatun
with pftw cover
A
Disoi! test
12/1-4/15
12/1-4,11
12/1-4,111
Korean L2NnLm KuiinmeAna sboalam 1 10 Itis 511.- 911 511-911 -Suri No.
y3olltest, 511 9/1
No,
Not Consult qualffled
Use in Pledmont and
Pespokids v4eii to
Eastern coastal piain (Zone 91)
hortioulltur" or extension Mourdalm MaVbeocime.
N
N2Ld for over-swoky
irviiast"
sit (-,irunarjejdapt hons
Al,
with prinuw cover
A
I on,v
'10
.2
R-ce Cu[ -sass
Loambcordd*
Nee
6yscil test
1211-4115 1211'- 411 1`211 -Ail
NOTES:
1. Seeding ratiors am for Wiled ased unless otherwise noted.
2. Forliltmr& Limestone - rates to be applied iritosense of soils tests. ReoulffmwrdadapplicaUmrate assumes sign 'Acan#y .dlsfurhad alta sobs with IidJe or;no residual value:
3, NR means Species not recommended for this region or application area.
4, invasive .designation as detemllned by the N.C. Ewft Past Pont Council and N.C. Nattvo Plant Sod*.
5, Spirfoging is not recommended farlimmadiate stabilization untwa terrain Is flat heavy mulch to applied and no other hmadiate stabilization method is practicall.,
3 to < artier sect ~anotias
HERBACEOUS PLANTS -Seeding reconu,nendations, for primary stabilization
HERBACEOUS PLANTS -Seeding recommendations for primary stabilization
Successfull development depends on, planting date (effectiveness goal: 6 L mo. - 3 yirs. without an ongoing maintenance program)
NATIVE SPECIES
'Table 61,11„c
Opfiinal Pfartino Dates
Co-mmon Narne
;-_1,at1nPa�f.lA71Wr
Botanical Name
Cu War
-.See Tabte
"id for
hjaWe
Introduwd scedhngiates
Fertilizationt'
linrestone
Itislaore
Mountans
Ptcarrim
Cossial
Pairs
Sunt'Shade
tolerant
VIe.;avds
Riparian
Butfe;s
Invasive
Xes or
No
1 staliation 1
n Maintenance,
considerationi;
.0therinformation-
corrMi2nary
ras,
ylfgatum
N
'A,
ev suit test
1211-4/15
NR
NP
Sir,
NP
Vell dratne(
No
Pesreords "(ell 16
'Western mastal Plain only
Cave-in-Rcck
drained
aontrrliedWMs �.4 X '4Bch
onlv
controlled burns, Mix with
'hv, 5de'd V, - I
.3 10 " (.it Irietles
3 to 5 other seedvariettes
that 'have similar soil
that have ;jfrdlar soil
cVainage.adaptations,
irainage adaptaltioh,,
IndiaiicraassCK1M5""VX&"1
"rM.V"X&1W8a
N
B
By sotl test,
NI,
1211-611
.911 -511
Sur,
NR:
'01011
No
Resooniswell to
Only Indiaricirass: aclaritab! to
�yyitchgrass
Paincuin- virclatun
A
Disoi! test
12/1-4/15
12/1-4,11
12/1-4,111
Sun
NR
Nall drainet
No
Pespokids v4eii to
Eastern coastal piain (Zone 91)
N
sit (-,irunarjejdapt hons
Al,
A
I on,v
'10
.2
R-ce Cu[ -sass
Loambcordd*
Nee
6yscil test
1211-4115 1211'- 411 1`211 -Ail
Sun
3 to < artier sect ~anotias
P2S�L
No
Nixtivith 3 to 5 othel ��cl
Warm season eras s-
5 U)
40�
drained
that have .,;miler soil
Lanelies- ' that have snilar
sal drainage adaptations
di aina2e adaptation:
Deertonque
Diklier*iAm
N
C,
to
511-411:"
Si 1.- 411 1
0
S6r!
Yes
U�
Net
Re�.Drindswall to
N
Switch(
2rass:
in -
C4
A
By soil test
to
12,11-411
1211-4/1
Suri
NR
Vell draine,
to
Responds woi!rto
Stolf'r
dtain,'d
"moties that have 4rrulpr
me
T-
onlv
Itt
V
seal dramaga '%clarations
V_
0
Vi Q111 a W Rye
46- !t!ko�_
N
i
By soil Ie5(
3/1 - 5116 �115 - 4,11 2115-3/20
Sun &
N1 R
weft
that have sm)llar
Mix voth 3 to5 other seed
Cnoii season arass
flS - 100 '911 '1nod
3, 11 r.Shade
drained
varietiesthal: have sirrolar
-drains
e adaptations,
Big Blu-stam,
f
N
D
By soil test
1211-411
Qjl - 471
>
to
NR
Well[
No,
Respondsvitall to
Warrn season crass
'3witch2rass
Parxurn wirciatur" I
N
A
Ev $oil test
1211-4115
1211-4f1
1 i.4t1
Sun
Yes
Yes
No
Res 2onds wc!l to
l3n -,)!15 2115 - 4.11 1 :NR
Sun &
Carthage
loid, I
NO
Mix with 3 to 5 otner,sesd
Cool seeaBon g I rass
Grass
1,116-8115 dict -'1x3713
controlled bums. Mix with
diained
varieties that have 5irrjlar
3 to other seed varieties
scNI drainag,-) sdal:itations
thai have 5Ihi;lar soj!
Soft Push
Jcaras
Nr
K
By sell test
12 11 - 5115 1211 -5/1 1211-4/15
Sur:
Yes
Poorly
No
Mx with 3 fo 5 01her seed
dramage adaptations
Pig slunisloll)
0
N
D
By sal test
7211-4175
12M - 40
NR
'Sur!
NR
'010111
No
FK,,,W;,,n swell to
War1r, season grass
Switcrigrass
fe.act...rp virgaturril
14
A
E 3y=:test
12/1-,/15
12/1 - 411
1211-411,
Sun
No
Poorly
No
Responds well to
1(anlow
Shalloriv Sea te
OmmkAch
N
L
drained
'2,", -5115 12/1 - 5!l 12,11.41'15,
5.% r-
2
ye,�
poo�ly
No
h
1A xtviih '� ro 5 of. or, �-_-ed
gil- 11/1 1
to 5�othir soed varieties
varlefies thw have similar
A:3
that have sirriila'soil
E
drainage adaptations
Siq Blueaern
&AM=gymal:
N
D
B.salted.
1211-4115
1211 -bit
0
tvix vvith 3 to 5 other seed
NR
C!
No
Respondswell to
Warm eason grass
S,vitc hgrass
Parcum virgat'ufr/
Q
A
%-soiltest
0
1211 - ,/I
v-s'l
Q03
No
P000y
No
Ros tionds wall t
Alamo
H,.arli adaptations
V
U)
q
Cf)
dr1ined
(6
td
C6
(o
C14
3 to 5 otherseed v arjet,os
vi
04
-
to,
N
cv
that have �,iirlllar Soll
N�0
0
drainage adaptaltions.
E
By _,6,1 test
1211415
?1R_
NR
Sun,
NP
Well!
1lo
P.e,pondstwell to
W2rrn season grrvss
Indiangrass
36,,qti�st,,ujn.nUtars
N
6
Bv soil test
1211-Ail5_
1211 _4/11
121 "ll
$un
NR
ell
No
Restiondsvielit to
Vvcsteln' oastal elan only
Lo
0 C CL ii t3'
•
-h
drin,,d
controlledbums. Mix with
to 5 other seed varieties
0
0
drainacieadaptatians.
Little Bluestein
N
E_
�,sal tori
12/1416
1211 - 411
NR
Sunz
NR
Well!
No
Resrioniswall to
Warn season oress
Indiangrass
nulauls
M
B
By soil test
1211-4JI5
1211-41,1
12/1-4/1
Zo
NR
Well
No,Respond5well
to
'Arn1pstacoastal plain only
osa9c
drained
. . . . ......
conteoilQdburns Miywith
3 to,5 other seed varieties
�5 QQ
Z '0_0
W
0
Z
that have similer soil
draina2e adaptations:
o
J%
E
r
1.7
q
LQ
q
111
q
U)
U)
CL _IMD
'C' r
C,>
co
r1_
"i-
C4
N
(D
C�l
M
I
I
I
0 of 0), Z tD
Call 0
E
Q 0)
Ea) a) o a)
o >
L_ 'a 0
CO L
E
E_ 0
Z (D
0
:3 >
LU
T_
5, > 'm L* 4
N
:13E
CiJ3
ID
(D
> .- 0
1>1 2A
E
J.D.
O
0
3:,
IR
1
.1 L
a
:P 0'- V 0 0
0) :3
E
tw
1,D
0
a
U
to
ca
jof
(CDL
M
5
vi
chZ
0 -0 0) 0
_j
HERBACEOUS PLANTS -Seeding recommendations for primary stabilization
Successfull development depends on, planting date (effectiveness goal: 6 L mo. - 3 yirs. without an ongoing maintenance program)
NATIVE SPECIES
'Table 61,11„c
HERBACEOUS, PLANTS -Seeding recomrnendations for primary, stabilization
Successfull development depends on planting date (effectiveness goal* 6 mio. - 3 -yrs. without an,ongoing maintenance program)
NATINIF _(;PF(`IF_1;
Table 6.11'.1 (con't). I
Opfiinal Pfartino Dates
Co-mmon Narne
;-_1,at1nPa�f.lA71Wr
Botanical Name
Cu War
-.See Tabte
"id for
hjaWe
Introduwd scedhngiates
Fertilizationt'
linrestone
Itislaore
Mountans
Ptcarrim
Cossial
Pairs
Sunt'Shade
tolerant
VIe.;avds
Riparian
Butfe;s
Invasive
Xes or
No
1 staliation 1
n Maintenance,
considerationi;
.0therinformation-
corrMi2nary
ras,
ylfgatum
N
'A,
ev suit test
1211-4/15
NR
NP
Sir,
NP
Vell dratne(
No
Pesreords "(ell 16
'Western mastal Plain only
Cave-in-Rcck
drained
aontrrliedWMs �.4 X '4Bch
onlv
controlled burns, Mix with
'hv, 5de'd V, - I
.3 10 " (.it Irietles
3 to 5 other seedvariettes
that 'have similar soil
that have ;jfrdlar soil
cVainage.adaptations,
irainage adaptaltioh,,
IndiaiicraassCK1M5""VX&"1
"rM.V"X&1W8a
N
B
By sotl test,
NI,
1211-611
.911 -511
Sur,
NR:
'01011
No
Resooniswell to
Only Indiaricirass: aclaritab! to
�yyitchgrass
Paincuin- virclatun
A
Disoi! test
12/1-4/15
12/1-4,11
12/1-4,111
Sun
NR
Nall drainet
No
Pespokids v4eii to
Eastern coastal piain (Zone 91)
N
sit (-,irunarjejdapt hons
I on,v
lcontrolledbUrnsr t1IIXWjth
R-ce Cu[ -sass
Loambcordd*
Nee
6yscil test
1211-4115 1211'- 411 1`211 -Ail
Sun
3 to < artier sect ~anotias
P2S�L
No
Nixtivith 3 to 5 othel ��cl
Warm season eras s-
drained
that have .,;miler soil
Lanelies- ' that have snilar
sal drainage adaptations
di aina2e adaptation:
Deertonque
Diklier*iAm
N
C,
By soil test
511-411:"
Si 1.- 411 1
NR
S6r!
Yes
Pooriv
Net
Re�.Drindswall to
N
Switch(
2rass:
Pancum VnIc"atum
N
A
By soil test
12/1-4115
12,11-411
1211-4/1
Suri
NR
Vell draine,
No
Responds woi!rto
Stolf'r
dtain,'d
"moties that have 4rrulpr
onlv
convo!'ed bum., -.I -Ax rich"
seal dramaga '%clarations
3t 6 -therseed varieli
o ol
Vi Q111 a W Rye
46- !t!ko�_
N
i
By soil Ie5(
3/1 - 5116 �115 - 4,11 2115-3/20
Sun &
N1 R
weft
that have sm)llar
Mix voth 3 to5 other seed
Cnoii season arass
flS - 100 '911 '1nod
3, 11 r.Shade
drained
varietiesthal: have sirrolar
-drains
e adaptations,
Big Blu-stam,
f
N
D
By soil test
1211-411
Qjl - 471
NR
S..
NR
Well[
No,
Respondsvitall to
Warrn season crass
'3witch2rass
Parxurn wirciatur" I
N
A
Ev $oil test
1211-4115
1211-4f1
1 i.4t1
Sun
Yes
Yes
No
Res 2onds wc!l to
l3n -,)!15 2115 - 4.11 1 :NR
Sun &
Carthage
loid, I
NO
Mix with 3 to 5 otner,sesd
Cool seeaBon g I rass
Grass
1,116-8115 dict -'1x3713
controlled bums. Mix with
diained
varieties that have 5irrjlar
3 to other seed varieties
scNI drainag,-) sdal:itations
thai have 5Ihi;lar soj!
Soft Push
Jcaras
Nr
K
By sell test
12 11 - 5115 1211 -5/1 1211-4/15
Sur:
Yes
Poorly
No
Mx with 3 fo 5 01her seed
dramage adaptations
Pig slunisloll)
Amk�
�_q-tffl
N
D
By sal test
7211-4175
12M - 40
NR
'Sur!
NR
'010111
No
FK,,,W;,,n swell to
War1r, season grass
Switcrigrass
fe.act...rp virgaturril
14
A
E 3y=:test
12/1-,/15
12/1 - 411
1211-411,
Sun
No
Poorly
No
Responds well to
1(anlow
Shalloriv Sea te
OmmkAch
N
L
drained
'2,", -5115 12/1 - 5!l 12,11.41'15,
controlled bums Mix with
ye,�
poo�ly
No
h
1A xtviih '� ro 5 of. or, �-_-ed
gil- 11/1 1
to 5�othir soed varieties
varlefies thw have similar
that have sirriila'soil
drainage adaptations
Siq Blueaern
&AM=gymal:
N
D
B.salted.
1211-4115
1211 -bit
1211 -C,11Sun.
tvix vvith 3 to 5 other seed
NR
wol
No
Respondswell to
Warm eason grass
S,vitc hgrass
Parcum virgat'ufr/
N
A
%-soiltest
NR
1211 - ,/I
v-s'l
Skin:
No
P000y
No
Ros tionds wall t
Alamo
H,.arli adaptations
dr1ined
controlieribums . Miik, wish
3 to 5 otherseed v arjet,os
-
`drama
that have �,iirlllar Soll
drainage adaptaltions.
E
By _,6,1 test
1211415
?1R_
NR
Sun,
NP
Well!
1lo
P.e,pondstwell to
W2rrn season grrvss
Indiangrass
36,,qti�st,,ujn.nUtars
N
6
Bv soil test
1211-Ail5_
1211 _4/11
121 "ll
$un
NR
ell
No
Restiondsvielit to
Vvcsteln' oastal elan only
•
-h
drin,,d
controlledbums. Mix with
to 5 other seed varieties
that have similar soil
drainacieadaptatians.
Little Bluestein
N
E_
�,sal tori
12/1416
1211 - 411
NR
Sunz
NR
Well!
No
Resrioniswall to
Warn season oress
Indiangrass
nulauls
M
B
By soil test
1211-4JI5
1211-41,1
12/1-4/1
Sun
NR
Well
No,Respond5well
to
'Arn1pstacoastal plain only
osa9c
drained
. . . . ......
conteoilQdburns Miywith
3 to,5 other seed varieties
that have similer soil
draina2e adaptations:
HERBACEOUS, PLANTS -Seeding recomrnendations for primary, stabilization
Successfull development depends on planting date (effectiveness goal* 6 mio. - 3 -yrs. without an,ongoing maintenance program)
NATINIF _(;PF(`IF_1;
Table 6.11'.1 (con't). I
HERBACEOUS PLANTS -Seeding recommendation's for primary stabilization
Successfull development depends on planting date (effectiveness goal: 6 mo. - 3 yrs. without an ongoing maintenance program)
NATIVE SPECIES
Table 6.11r.C(con't)
0,tiroai Planlinq Dates
Corm -non Name
Sotarin>j! Name f
1
CUltivar
See T.bl-
Naive/ 6.11.d for
,,,j,_,y
introcluced .(ttinq ratds
Fertilizatiort'
lira --stone
lbsiacfa
tw tain>
P:,,d­t
CO3sW
P11-
Surd5hade
to;Arant
Wetlands
kpnnan
Butters
Invasive
Yes or
NoConsiderations
it iWintenarice,
Otherlilli0fri-13111r,
CO m2nla y'
rt
Indiailloss
5CF1­105*11'rexAval
N
B
2,� soi, test
12/1-4/15,
1211 .41l
1211-4!1
Sun
NRvvell
No
Re>Dondswell to controlled
'Western mastal Plain only
drained
aontrrliedWMs �.4 X '4Bch
cmillp"I
burns. Mixwith1to, 6 other seed
'hv, 5de'd V, - I
.3 10 " (.it Irietles
v*mehos that have, sinvar soil
that 'have similar soil
drainage adaptations.
cVainage.adaptations,
IndiaiicraassCK1M5""VX&"1
"rM.V"X&1W8a
N
B
By sotl test,
NI,
1211-611
.911 -511
Sur,
NR:
'01011
No
Resooniswell to
Only Indiaricirass: aclaritab! to
mA. Shade
well dmined
vats Le t la,t have sirnilar
dtained I
,)ntroiled burns. Mixmith
Eastern coastal piain (Zone 91)
sit (-,irunarjejdapt hons
3 to 6 other sced,variefies,
R-ce Cu[ -sass
Loambcordd*
Nee
6yscil test
1211-4115 1211'- 411 1`211 -Ail
Sun
that have similar sell
P2S�L
No
Nixtivith 3 to 5 othel ��cl
Warm season eras s-
drained
drainageach tations.
Lanelies- ' that have snilar
sal drainage adaptations
Deertonque
Diklier*iAm
N
C,
By soil test
511-411:"
Si 1.- 411 1
NR
S6r!
Yes
Pooriv
Net
Re�.Drindswall to
N
H
By Soil t,
'Sl
��115 2" 1.5 4,11 14 1 t,- V
Sun &
NJR
Shad-
dral.led to
loonLrolled bums., Mix with
--st)-ade
dtain,'d
"moties that have 4rrulpr
diou2nt
3 t 6 other seed varieties
seal dramaga '%clarations
that have similar soil
Vi Q111 a W Rye
46- !t!ko�_
N
i
By soil Ie5(
3/1 - 5116 �115 - 4,11 2115-3/20
Sun &
N1 R
weft
dr8inacpe adaptations.
Mix voth 3 to5 other seed
Cnoii season arass
flS - 100 '911 '1nod
3, 11 r.Shade
drained
varietiesthal: have sirrolar
Big Blu-stam,
f
N
D
By soil test
1211-411
Qjl - 471
NR
S..
NR
Well[
No,
Respondsvitall to
Warrn season crass
EasterBcittjebrusll
g
1 r a i ri. ed
i
controlled VIMG, M; ,XVAth
l3n -,)!15 2115 - 4.11 1 :NR
Sun &
NR
loid, I
NO
Mix with 3 to 5 otner,sesd
Cool seeaBon g I rass
Grass
1,116-8115 dict -'1x3713
' 'to 6 other seed varieli . es
diained
varieties that have 5irrjlar
that
scNI drainag,-) sdal:itations
drain gsada ptationo,
Soft Push
Jcaras
Nr
K
By sell test
12 11 - 5115 1211 -5/1 1211-4/15
Sur:
Yes
Poorly
No
Mx with 3 fo 5 01her seed
Pig slunisloll)
Amk�
�_q-tffl
N
D
By sal test
7211-4175
12M - 40
NR
'Sur!
NR
'010111
No
FK,,,W;,,n swell to
War1r, season grass
X3111i,
soil drainage adaEalions
drainod
conliolled burns, Mix with
Shalloriv Sea te
OmmkAch
N
L
By soil tesi.
'2,", -5115 12/1 - 5!l 12,11.41'15,
6 other sped vwietie5
ye,�
poo�ly
No
h
1A xtviih '� ro 5 of. or, �-_-ed
gil- 11/1 1
that have Similar soil
varlefies thw have similar
drama ada0stions.
Fox Sedge
Siq Blueaern
&AM=gymal:
N
D
B.salted.
1211-4115
1211 -bit
1211 -C,11Sun.
tvix vvith 3 to 5 other seed
NR
wol
No
Respondswell to
Warm eason grass
E.0
Itainedelie-
that have. sunilat
drained,
Corirttledtisrr5. Mix witill
H,.arli adaptations
o other" seed varielies
that nave similar soil
-
`drama
nada nations.
E
By _,6,1 test
1211415
?1R_
NR
Sun,
NP
Well!
1lo
P.e,pondstwell to
W2rrn season grrvss
drained
Controlled burns, Mix,writh
to 5 othei seed varieties
that have similar soil
drama adaptations.
Little Bluestein
N
E_
�,sal tori
12/1416
1211 - 411
NR
Sunz
NR
Well!
No
Resrioniswall to
Warn season oress
drained
controlledburns. Mix with
3 to 5' otherseed varieties
that nave Similar Soil
Crainage adabtations.
HERBACEOUS PLANTS -Seeding recommendation's for primary stabilization
Successfull development depends on planting date (effectiveness goal: 6 mo. - 3 yrs. without an ongoing maintenance program)
NATIVE SPECIES
Table 6.11r.C(con't)
NOTE:
1. Seeding rates are for hulled seed unless otherwise ncted,,
2. Fertilizer �& Limestcna: � rates t,,, be aj-,Wled un atnense of soils test-. rate assurries signficantiy distuibed site vah litIle or no iesiduai I value.
1 NR means Species not tecornmencied for this region applica•tion arasi,
4;Aalive, vlarm seas n gmss I osre, I quire six or inae, inonthsto germirtate under optirnum conditions. .1 they are planted in the surrimer, Ulan a vinoley ear.'will haveto pass b,�rcralhe'y gerrninate.
C'
the N.C. Exclic Pest Parit Council and N.C_ Native Plan', Society,
6. Sprigging is notrrcommenclod forimmodiato ctabilization unlessterfain isliat, heavyrrivich is applied and no other in-Innecliate stabilization
7, Sodding for i mpdtate,stalbilaalion - primary stabilizatic'n charts (other information column) and �W;cx,. 6.12
'in see
P. Lon, lizwon.can only be iv.I term stabi acoomplishecl titrith an adequate� irnmediate, and primary stabilization proqtam; To achi&vt- Icnq tetail pr,Dlect cover With ffiespecieB listed in
PERMANENT SEEDING PER NCDENR
EROSION & SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
VERSION 6/06 (REVISED 3/09), SECTION 6.11
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
DEEP OVER ADVERSE SOIL CONDITIONS. IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING THE SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPER PHOSPHATE
UNIFORMLY AND MIX WITH SOIL.
APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS/ACRE
IN CLAY SOILS
FERTILIZER - 1,000 LBS./ACRE - 10-10-10
SUPER PHOSPHATE - 500 LBS./ACRE - 20% ANALYSIS
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM,
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES
DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED
LIGHTLY WITH SEEDING EQUIPMENT CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH WITH
ASPHALT TACK.
APPLY: MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR - ASPHALT EMULSION @ 300 GALS./ACRE
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE, IF
STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH
FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE
TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
ESTABLISHED.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
CO
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PROJECT NO. JPM-15010
FILENAME: JPM15010-EC3
DESIGNED BY: N D W
DRAWN BY: DLP
SCAM: N.T.S.
DATE: 04-04-2016
SHEET NO. EC -3
!!JIMCADAMS
CIpurnal Plantino, Dates
Common Name
8otiN.,;9l Narne I
Cultivw
See"rable
'631.d for
liative, variety
Intr!_
_�CluCed Se"irl
Fenilizatonti.
Westcoe
IbSfZ�e
ccsiai
i4oun�,,i- P,,,,*ront Phiris
Sun/Snade
tcler3nt.
�Netlarlds
Riparian
Buffers
invastve
je,,� of
Na
ln'T�:811ation I k/birneriance,
Considerations
01h�* infUrnat'On.
Little Bities,,erri
5dikactairkm
N I
By Foil test
N. F% N R 1211 -All
sun I
N I',
1,Pj011
I N j
Responds well to
warm season cifass
drained
aontrrliedWMs �.4 X '4Bch
'hv, 5de'd V, - I
.3 10 " (.it Irietles
that 'have similar soil
cVainage.adaptations,
Sweet Woodreed
"rM.V"X&1W8a
N
F
By soll test
12,1-4115 1_.1:-.4!1 1:11-411
Sun &
Yes
Pool.. to
r4
Mix rat 3 -to 5 other se -6d
,rand-: season grass
mA. Shade
well dmined
vats Le t la,t have sirnilar
sit (-,irunarjejdapt hons
R-ce Cu[ -sass
Loambcordd*
Nee
6yscil test
1211-4115 1211'- 411 1`211 -Ail
Sun
N'eS
P2S�L
No
Nixtivith 3 to 5 othel ��cl
Warm season eras s-
drained
Lanelies- ' that have snilar
sal drainage adaptations
Indian Woodoats
41��
N
H
By Soil t,
'Sl
��115 2" 1.5 4,11 14 1 t,- V
Sun &
NJR
--st)-ade
dtain,'d
"moties that have 4rrulpr
seal dramaga '%clarations
Vi Q111 a W Rye
46- !t!ko�_
N
i
By soil Ie5(
3/1 - 5116 �115 - 4,11 2115-3/20
Sun &
N1 R
weft
No
Mix voth 3 to5 other seed
Cnoii season arass
flS - 100 '911 '1nod
3, 11 r.Shade
drained
varietiesthal: have sirrolar
SA I I orain;cie adaptations
EasterBcittjebrusll
g
N
i
By soil test
l3n -,)!15 2115 - 4.11 1 :NR
Sun &
NR
loid, I
NO
Mix with 3 to 5 otner,sesd
Cool seeaBon g I rass
Grass
1,116-8115 dict -'1x3713
in Shade
diained
varieties that have 5irrjlar
scNI drainag,-) sdal:itations
Soft Push
Jcaras
Nr
K
By sell test
12 11 - 5115 1211 -5/1 1211-4/15
Sur:
Yes
Poorly
No
Mx with 3 fo 5 01her seed
8115_10115 °S7-1111
drained
varieties thathaivesinnibr
soil drainage adaEalions
Shalloriv Sea te
OmmkAch
N
L
By soil tesi.
'2,", -5115 12/1 - 5!l 12,11.41'15,
Sun
ye,�
poo�ly
No
h
1A xtviih '� ro 5 of. or, �-_-ed
gil- 11/1 1
drained
varlefies thw have similar
sol! .d,bin@9a adaptations
Fox Sedge
N
L
By sil test
1211 - 5115 12/1.'511 12/1-4/15
Sun
Yes
Poul y
No
tvix vvith 3 to 5 other seed
a1I5_lQfl5 9111 , 111
Itainedelie-
that have. sunilat
H,.arli adaptations
NOTE:
1. Seeding rates are for hulled seed unless otherwise ncted,,
2. Fertilizer �& Limestcna: � rates t,,, be aj-,Wled un atnense of soils test-. rate assurries signficantiy distuibed site vah litIle or no iesiduai I value.
1 NR means Species not tecornmencied for this region applica•tion arasi,
4;Aalive, vlarm seas n gmss I osre, I quire six or inae, inonthsto germirtate under optirnum conditions. .1 they are planted in the surrimer, Ulan a vinoley ear.'will haveto pass b,�rcralhe'y gerrninate.
C'
the N.C. Exclic Pest Parit Council and N.C_ Native Plan', Society,
6. Sprigging is notrrcommenclod forimmodiato ctabilization unlessterfain isliat, heavyrrivich is applied and no other in-Innecliate stabilization
7, Sodding for i mpdtate,stalbilaalion - primary stabilizatic'n charts (other information column) and �W;cx,. 6.12
'in see
P. Lon, lizwon.can only be iv.I term stabi acoomplishecl titrith an adequate� irnmediate, and primary stabilization proqtam; To achi&vt- Icnq tetail pr,Dlect cover With ffiespecieB listed in
PERMANENT SEEDING PER NCDENR
EROSION & SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
VERSION 6/06 (REVISED 3/09), SECTION 6.11
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
DEEP OVER ADVERSE SOIL CONDITIONS. IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING THE SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPER PHOSPHATE
UNIFORMLY AND MIX WITH SOIL.
APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS/ACRE
IN CLAY SOILS
FERTILIZER - 1,000 LBS./ACRE - 10-10-10
SUPER PHOSPHATE - 500 LBS./ACRE - 20% ANALYSIS
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM,
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES
DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED
LIGHTLY WITH SEEDING EQUIPMENT CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH WITH
ASPHALT TACK.
APPLY: MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR - ASPHALT EMULSION @ 300 GALS./ACRE
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE, IF
STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH
FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE
TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
ESTABLISHED.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
CO
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PROJECT NO. JPM-15010
FILENAME: JPM15010-EC3
DESIGNED BY: N D W
DRAWN BY: DLP
SCAM: N.T.S.
DATE: 04-04-2016
SHEET NO. EC -3
!!JIMCADAMS

C
E
m
Q
m
IR
0
N
r`
iJ
O
LO
X
iTANDARD METAL POSTS
?'-0" IN GROUND
3ALVANIZED HARDWARE WIRE
_XTENDS TO TOP OF BOX
NOTES:
1. TO BE USED AROUND YARD INLETS
-------
-----------------------
-ACED
_._._ -.ACED TO A HEIGHT OF
12"-18" MINIMUM ABOVE TOP OF BOX
HARDWARE CLOTH & GRAVEL INLET PROTECTION
EXISTING
6" MIN.
,.—STEEL P(W
,,--W6VEN WIRE FABRIC
/WARNING MIN. 10
GRANGE, W RESISTANT UNE WIRES
' HIGH — TENSILE STRENGTH
x POLY 1101I ME FABRIC (1YPiCW
50'
NOTES:
ML
.� .,�:.. t.
TREE PROTECTION AREA
1. PUT SILT FENCE OR TREE
-
PROTECTION FENCE UP TO
IMMEDIATELY WITH TEMPORARY SEEDING
?
ENSURE CONSTRUCTION
COVER. INSTALL EROSION CONTROL
7, 4741
ENTRANCE IS USED.
EXISTING
No
2. IF CONSTRUCTION ON THE
ROADWAY
2'-3STONE TO BE USED
20' SITES ARE SUCH THAT THE MUD
4`
r a;
IS NOT REMOVED BY THE
3,
'
VEHICLE TRAVELING OVER THE
'
HIGH — TENSILE STRENGTH
,
STONE, THEN THE TIRES OF THE
POLY BARRICADE FABRIC (TYPICAL)
VEHICLES MUST BE WASHED
BEFORE ENTERING THE PUBLIC
ROAD.
PLAN VIEW
SIDE VIEW
NOTES:
35' MIN.
20 LB TENSILE STRENGTH
FABRIC UNDER STONE
CROSS SECTION
15' MIN.
STANDARD CONSTRUCTION ENTRANCE
B' MAX.
VARIARI F AS nlPFCTEO RY THF FNGINFFR
ao
a
DO NOT ENTER
M TREE PROTECTION AREA
WARNING SIGN DETAIL
FRONT VIEW
AREA PARA PROTECCION
DE LOS ARBOLES
PROHIBIDO ENTRAR
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
2. LETTERS TO BE 3` HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
3. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
4. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS.
6. SIGN SHALL BE IN BOTH ENGLISH AND SPANISH.
TREE PROTECTION DETAIL
NEW CONSTRUCTION NOTE:
MINIMUM 10
GAUGE LINE
8'-0" MAXIMUM
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
12" MIN. AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REMOVE PRESSURE ON THE SILT
FENCE.
3. ALL SILT FENCE REQUIRED TO BE TRENCHED AT
6" MINIMUM.
FRONT VIEW
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
3'-0 " F?u
FILL SLOPE
26" �
N
GRADE
Z 3m3'µ"i., ?xx
;x 6" MINIMUM COVER
OVER SKIRT
2'-0
`ANCHOR SKIRT AS DIRECTED
BY ENGINEER *
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
WIRE TIES ,._.� _ TOP ELEVATION OF STORMWATER
---'-
'"""�---.�_ #57 WASHED STONE—
MIN. 12-1/2 GA.?
INTERMEDIATE EXISTING SLOPE..
WIRES
RADE
Figure 6.54a € ock doughnut inlet
protection plan View and cross-section
View_
ROCK DOUGHNUT INLET PROTECTION
VG SLOPES
ARIES—
IES
FRONT VIEW
1 RIP -RAP
Q ,_i )
IES
-FILTER FABRIC
-VARIES-
SIDE VIEW
NOTE:
1. HEIGHT & WIDTH DETERMINED BY EXISTING
TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED.
2. KEY RIP RAP INTO THE DAM FOR STABILIZATION.
-----KEYED RIP RAP
7 WASHED STONE
EXISTING SLOPE
STEP SEQUENCE
CHECK DAM
o CLASS 1 RIP RAP (SEE SECTION THRU BASIN
BELOW)
3 �
v
a Yr
INVEi�T�— RIP RAP HEADWALL
WASHED STONE. 1'-0" THICK x 3'-0" HIGH
if _ d ` MINIMUM
F
NOTES:
PERSPECTIVE VIEW 1. GRAVEL & RIP RAP FILTER BERM BASIN
NO SCALE DETAIL IS DESIGNED TO PROTECT EXISTING PIPE
INVERTS THAT DRAIN 10 ACRES OR LESS.
2. DIMENSIONS ARE MINIMUM ACCEPTABLE
Plea View AREAS TO BE DISTURBED SEDIMENT STORAGE UNLESS OTHERWISE NOTED.
FLOOD STORAGE ZONE RIP RAP
(CUT, FILL, ETC. HEADWALL
1 1 I
PIPE
O INVERT
\� 1.5 3'
I. 1.5
tl�
CLASS 1 RIP -RAP
MAXIMUM SEDIMENT DEPT
(CLEAN OUT POINT) #5 WASHED STONE
SECTION THRU BASIN FILTER AND CULVERT PIPE
NO SCALE
ROCK PIPE INLET PROTECTION
NATURAL GROUND
FLOW --r-
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE TH
THE WASE
IMUM 12-1/2 GAUGE
_RMEDIATE WIRES
GRADE
STEEP CUT OR FILL
NOTE:
SILT FENCE OUTLETS TO BE
INSTALLED EVERY 100 LF ALONG STEEL FENCE POST
SILT FENCE WHEN SLOPES ARE7
DRAINING TOWARDS THE FENCE. SET MAX 2' APART
MIN. 18" INTO SOLID
GROUND
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF #57 \
WASHED STONE
3' FILTER FABRIC
ON GROUND
FENCE,
RIC,
Aiw mAKuWARE
CLOTH IN TRENCH
BURY WIRE FENCE AND HARDWARE CLOTH BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
STANDARD SILT FENCE OUTLET
2' MIN. 3' tMIN. BOT WIDTH
ARNING SIGN
ML
.� .,�:.. t.
TREE PROTECTION AREA
-
IMMEDIATELY WITH TEMPORARY SEEDING
?
DO NOT ENTER
COVER. INSTALL EROSION CONTROL
7, 4741
MAT WHERE SHOWN ON PLANS.
UPSLOPE TO
No
d
f 2' MINIMUM
SIDE SLOPE
2 1 (MAX IMUM)°�
r a;
3,
'
ORANGE, L1V RESISTANT
'
HIGH — TENSILE STRENGTH
,
POLY BARRICADE FABRIC (TYPICAL)
ao
a
DO NOT ENTER
M TREE PROTECTION AREA
WARNING SIGN DETAIL
FRONT VIEW
AREA PARA PROTECCION
DE LOS ARBOLES
PROHIBIDO ENTRAR
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
2. LETTERS TO BE 3` HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
3. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
4. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS.
6. SIGN SHALL BE IN BOTH ENGLISH AND SPANISH.
TREE PROTECTION DETAIL
NEW CONSTRUCTION NOTE:
MINIMUM 10
GAUGE LINE
8'-0" MAXIMUM
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
12" MIN. AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REMOVE PRESSURE ON THE SILT
FENCE.
3. ALL SILT FENCE REQUIRED TO BE TRENCHED AT
6" MINIMUM.
FRONT VIEW
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
3'-0 " F?u
FILL SLOPE
26" �
N
GRADE
Z 3m3'µ"i., ?xx
;x 6" MINIMUM COVER
OVER SKIRT
2'-0
`ANCHOR SKIRT AS DIRECTED
BY ENGINEER *
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
WIRE TIES ,._.� _ TOP ELEVATION OF STORMWATER
---'-
'"""�---.�_ #57 WASHED STONE—
MIN. 12-1/2 GA.?
INTERMEDIATE EXISTING SLOPE..
WIRES
RADE
Figure 6.54a € ock doughnut inlet
protection plan View and cross-section
View_
ROCK DOUGHNUT INLET PROTECTION
VG SLOPES
ARIES—
IES
FRONT VIEW
1 RIP -RAP
Q ,_i )
IES
-FILTER FABRIC
-VARIES-
SIDE VIEW
NOTE:
1. HEIGHT & WIDTH DETERMINED BY EXISTING
TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED.
2. KEY RIP RAP INTO THE DAM FOR STABILIZATION.
-----KEYED RIP RAP
7 WASHED STONE
EXISTING SLOPE
STEP SEQUENCE
CHECK DAM
o CLASS 1 RIP RAP (SEE SECTION THRU BASIN
BELOW)
3 �
v
a Yr
INVEi�T�— RIP RAP HEADWALL
WASHED STONE. 1'-0" THICK x 3'-0" HIGH
if _ d ` MINIMUM
F
NOTES:
PERSPECTIVE VIEW 1. GRAVEL & RIP RAP FILTER BERM BASIN
NO SCALE DETAIL IS DESIGNED TO PROTECT EXISTING PIPE
INVERTS THAT DRAIN 10 ACRES OR LESS.
2. DIMENSIONS ARE MINIMUM ACCEPTABLE
Plea View AREAS TO BE DISTURBED SEDIMENT STORAGE UNLESS OTHERWISE NOTED.
FLOOD STORAGE ZONE RIP RAP
(CUT, FILL, ETC. HEADWALL
1 1 I
PIPE
O INVERT
\� 1.5 3'
I. 1.5
tl�
CLASS 1 RIP -RAP
MAXIMUM SEDIMENT DEPT
(CLEAN OUT POINT) #5 WASHED STONE
SECTION THRU BASIN FILTER AND CULVERT PIPE
NO SCALE
ROCK PIPE INLET PROTECTION
NATURAL GROUND
FLOW --r-
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE TH
THE WASE
IMUM 12-1/2 GAUGE
_RMEDIATE WIRES
GRADE
STEEP CUT OR FILL
NOTE:
SILT FENCE OUTLETS TO BE
INSTALLED EVERY 100 LF ALONG STEEL FENCE POST
SILT FENCE WHEN SLOPES ARE7
DRAINING TOWARDS THE FENCE. SET MAX 2' APART
MIN. 18" INTO SOLID
GROUND
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF #57 \
WASHED STONE
3' FILTER FABRIC
ON GROUND
FENCE,
RIC,
Aiw mAKuWARE
CLOTH IN TRENCH
BURY WIRE FENCE AND HARDWARE CLOTH BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
STANDARD SILT FENCE OUTLET
2' MIN. 3' tMIN. BOT WIDTH
STANDARD DIVERSION DITCH
l
NOTES:
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT
NOT LESS THAN 6" (inches).
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON
UP THE CHANNEL BANKS TO AN ELEVATION OF 6"
(inches) ABOVE THE MAXIMUM TAILWATER DEPTH OR TO
THE TOP OF THE BANK, WHICHEVER IS LESS.
A FILTER BLANKET OR FILTER FABRIC SHOULD BE
PALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
SECTION 'A -A'
FABRIC
PIPE OUTLET TO WELL-DEFINED CHANNEL
FINAL DRAIM1TTNG = RELE D � 0 T
,SSE R CONSTRUCTION
M
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PROJECT NO. JPM-15010
FILENAME: JPM15010-EC3
DESIGNED BY: N D W
DRAWN BY: DLP
SCALE: N.T.S.
DATE: 04-04-2016
SHEET NO.
EC -4
'J MCA.DAM.S
CROSS SECTION
STABILIZE DIVERSION DITCH
IMMEDIATELY WITH TEMPORARY SEEDING
COVER. INSTALL EROSION CONTROL
MAT WHERE SHOWN ON PLANS.
UPSLOPE TO
No
d
f 2' MINIMUM
SIDE SLOPE
2 1 (MAX IMUM)°�
STEEP CUT OR FILL SLOPE
STANDARD DIVERSION DITCH
l
NOTES:
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT
NOT LESS THAN 6" (inches).
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON
UP THE CHANNEL BANKS TO AN ELEVATION OF 6"
(inches) ABOVE THE MAXIMUM TAILWATER DEPTH OR TO
THE TOP OF THE BANK, WHICHEVER IS LESS.
A FILTER BLANKET OR FILTER FABRIC SHOULD BE
PALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
SECTION 'A -A'
FABRIC
PIPE OUTLET TO WELL-DEFINED CHANNEL
FINAL DRAIM1TTNG = RELE D � 0 T
,SSE R CONSTRUCTION
M
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PROJECT NO. JPM-15010
FILENAME: JPM15010-EC3
DESIGNED BY: N D W
DRAWN BY: DLP
SCALE: N.T.S.
DATE: 04-04-2016
SHEET NO.
EC -4
'J MCA.DAM.S

UNUKOIN UP
FLEA
u
•' �2
SKIMMER SEDIMENT BASIN
BAFFLES WITH METAL POSTS, -
WOVEN WIRE FABRIC
BACKING, AND COIR FIBER
-RETRIEVAL NETTING
18"PE SKIMMER
15'
PROVIDE HIGH STRENGTH
_-CMMIN IN SPOUT
HIGH STRENGTH STRAPPING
FOR HOLDING HOSE IN
PLACE
WATER FLOW
FROM PUMP
OPENING TO ACCOMMODATE
UP TO 4" DISCHARGE HOSE
(3"THICK �NCDOT NO. •57
STONE)
NOTES:
1. THE DEWATERING BAG SHALL BE MADE OF NON -WOVEN GEOTEXTILE WITH A MIN. SURFACE AREA
OF 225 SQUARE FEET PER SIDE.
2. ALL STRUCTURAL SEAMS SHALL BE SEWN WITH A DOUBLE STITCH USING A DOUBLE NEEDLE
MACHINE WITH HIGH STRENGTH THREAD.
3. THE SEAM STRENGTH SHALL WITHSTAND 100 LB/IN USING ASTM D-4884 TEST METHOD.
4. THE GEOTEXTILE FABRIC SHALL BE 10 OZ NON -WOVEN FABRIC
5. DISCHARGE FROM THE DEWATERING BAG SHALL BE DIRECTED SUCH THAT PRE -DISTURBANCE
HYDROLOGY IS NOT CHANGED.
DIRT BAG DETAIL
(
PROTECT WEIR
F
25%
NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
IF NECESSARY TO ALLOW STAPLES TO SECURE THE
CRITICAL POINTS ALONG THE CHANNEL SURFACE.
CRITICAL POINTS
WITH FILTER FILTER
,
25%
REFER TO GENERAL STAPLE PATTERN GUIDE FOR a OVERLAPS AND SEAMS
FABRIC
POSTS
F
�o�,
CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. B. PROUECTED WATER LINE
FABRIC &RIP
D E
TH
15%
C. CHANNEL BOTTOM/SIDE
"C"
_
INSTALL USING STAPLE PATTERN SLOPE VERTICES
RAP 4" OR 6" PVC
'
PER MANUFACTURER
5'x3'x18"
6" STONE
APRON
ENGT
SKIMMER BASIN CROSS SECTION
NOTES:
1. USE FOR DRAINAGE AREAS NOT EXCEEDING 10 ACRES.
2. EARTH BERM SHALL BE STABILIZED WITH VEGETATION ACCORDING TO TOWN SPECIFICATIONS.
3. INSPECT TEMPORARY SEDIMENT BASINS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT
RAINFALL. REMOVE SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE BASIN. PLACE THE SEDIMENT THAT HAS BEEN REMOVED IN A
DESIGNATED DISPOSAL AREA. REPAIR AND/OR REPLACE BAFFLES.
4. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO
ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT
OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE
REPLACED IMMEDIATELY.
5. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP
IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
6. FLOW ENTERING THE BASIN MUST BE DIRECTED TO AVOID EROSION ALONG THE SLOPE AND SCOUR IN THE BASIN.
APPROPRIATELY SIZED SLOPE DRAINS, PER THE STANDARD DETAIL, ARE RECOMMENDED.
SKIMMER SEDIMENT BASIN
CONCRETE BMP RISER.
SEE DETAIL SHEET FOR
DIMENSIONS.
WATER LEVEL SKIMMER
DURING STORM
SEDIMENY
„STORAGE
ORIFICE
ANTI -FLOATATION
DEVICE ANTI -SEEP COLLAR
CROSS SECTION
w
EMERGENCY SPILLWAY CONSTRUCTED
OVER UNDISTURBED GROUND AND
ARMORED
WITH RIP RAP= -
1'-0"
MINIMUM
EARTH
RCP OUTLET
PIPE
1�I.1�lL9h1�i9
TOP OF DAM
EMERGENCY SPILLWAY
ELEVATION
7 MINIMUM SLOPES
2-1/2 : 1
DISSIPATER PAD
RIP RAP
EARTH DAM
DISSIPATER PAD
RIP RAP
STANDARD RISER -BARREL SEDIMENT BASIN (WITH SKIMMER)
xl
PERSPECTIVE VIEW
NTS
CONSTRUCTION SPECIFICATION
1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE.
2. INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE SEDIMENT TRAP.
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED AT A MAXIMUM OF 4
FEET APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. THE TOP OF THE FABRIC
SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES SHOULD
BE 2 INCHES LOWER THAN THE TOP OF THE BERM.
4. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE POINT.
5. WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE MEASURE TO
PREVENT SAGGING.
6. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER A SAWHORSE OR THE TOP
WIRE. HAMMER REBAR INTO THE SAWHORSE LEGS FOR ANCHORING. THE FABRIC SHOULD HAVE
FIVE TO TEN PERCENT OPENINGS IN THE WEAVE. ATTACH FABRIC TO A ROPE AND A SUPPORT
STRUCTURE WITH SIP TIES, WIRE, OR STAPLES.
7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR PINNED WITH 8
INCH EROSION CONTROL MATTING STAPLES.
8. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
OUTLET END: CONNECTION
TO OUTLET PIPE OR RISER
POROUS BAFFLE INSTALLATION DETAIL
Yal Y7zY�7aY>DJ' 4
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL.
4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE A DOUBLE ROW Or
STAGGERED STAPLES 4" APART TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6" DEEP X 6" WIDE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED
(2" FOR C350 MATTING).
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT
INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A
SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
FOR PRODUCT INSTALLATION & INFORMATION QUESTIONS CONTACT MANUFACTURER AT:
NORTH AMERICAN GREEN
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47711
USA 2-2040 CANADA 1-800-448-2040
INSMIAMON OF NORM -77At MMICAN GREEN CHADML INNER
DIVERSION DIKE 4' MIN ;ISLAND OVER INLET
DOR ".::.•.•� :;Ja,;�;o: ;:.;ti^..
1.5' MIN
HOLD-DOWN STAKES
UNLET (I I -ILII
kT PLASTIC
CORRUGATED
PIPE ( p
TOP OF
HAND -COMPACTED ff
-) I FILL (ISLAND)
STABILIZE I 4' min 0.5' min "
OUTLET e t II I D� ERSIN 1 3
NATURAL GROUND 1 MI .
III _III- 1.5' MIN. 3:1 { 3'
I 4' MIN 1 Lp
DIVERSION CHANNEL
�� nen CC/�TI/1At
TEMPORARY SLOPE DRAIN
FINAL DRAWING - RELEASED FOR CONSTRUCTION
co o
✓iNMV
Ci Lo N
d z
01-1 0
2z 22
b o -819
A �
V
V
N A '
i
2 80 -
qN G•
'JlJtilitti t
0
�q
aQ
a�
Ea Lo
W W .-a
z cU
owoC\2
� Cc
F100
a
w � O
A a �-
0
z
z0
0 cq
� Q
A
W
0z
w A
V
to
w
a�
V
PROJECT NO- JPM-15010
FILENAME: JPM15010-EC3
DESIGNED BY: N D W
DRAWN BY: DLP
SCALE: N.T.S.
DATE: 04-04-2016
SHEET N0. E Co%; 5
'.P MCADAMS

�
-
CLEAR SPAN LEVEL
VP'WE9:ADER STRUCTURE (SEE-
BLIND
�.�.. .°�. �.
�
GRAVEL
�rvir m°m/pvmm�� mnu �
&CCE3S EASEMENT
~
ENGINEERED FILTER SMP . \
SEE DETAIL 1/SW1—B1
BL = 326.00
co
04
327
.329
PIPE 0 1.16%
332
334
EL. 325.00
r
\ � ` 235 LFNCD0TCLASS 8 —�\ `` `r
\ \ \ mp�^p nv�^�� ru^mm,` \ `~~--~~~ ~`
GENERAL NQIE�j:
1. THE LEVEL SPREADER STRUCTURE SHALL BEINSTALLED 0NA
ZERO PERCENT GRADE.
2. THE FIBERGLASS ANGLE SHALL BE INSTALLED (BOLTED TO THE
CONCRETE LEVEL SPREADER STRUCTURE) ONLY AFTER A
PRELIMINARY AS—BUILT (BASED ON A FIELD SURVEY OF THE
CONSTRUCTED CONDITION OF THE LEVEL SPREADER STRUCTURE)
HAS BEEN PREPARED AND SPECIFIC DIRECTION FROM THE
DESIGN ENGINEER CONCERNING THE INSTALLATION OF THIS
ELEMENT HAS BEEN PROVIDED. THE FIBERGLASS ANGLE SHALL
BE SAWED—OFF TO THE LENGTHS SPECIFIED IN THE PLANS AND
SHALL BE INSTALLED PERFECTLY LEVEL AT THE ELEVATIONS
SPECIFIED IN THE PLANS (OR AT THE ADJUSTED ELEVATIONS
SPECIFIED BY THE DESIGN [NC|W[ER).
I UNLESS DIRECTED BY THE ONSITE GEOTECHNICAL ENGINEER,
THE CONCRETE LEVEL SPREADER STRUCTURE SHAH L BE
CONSTRUCTED ON UNDISTURBED SO|L, AND NOT ON FILL.
4. THE TRIANGULAR BUND SWALE SHALL BE CONSTRUCTED ON A
ZERO PERCENT GRADE.
5. THE BLIND SWALE SHALL BE PLANTED NTH PICKEREL WEED.
0. THE 3—INCH LAYER OF #57 STONE SHALL BE UNDERLAIN WITH
M|RAR RLTERWEAV[ 400 OR ENGINEER APPROVED EQUIVALENT.
7. 30' SODDED (NON ENGINEERED FILTER STRIP. SOD
TO BE INSTALLED OVER O~ (MIM) LAYER OF TOPSOIL
B. ENGINEERED FILTER STRIP SHALL BE INSTALLED NTH A O%
CROSS—SLOPE AND A MAXIMUM 8YJSLOPE IN THE DIRECTION
OF FLOW.
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION

NCDOT CLASS
"B" RIPRAP
NCDOT CLASS
"B" RIPRAP
TOP OF MARINE PLYWOOD WEIR = EL. 331.00
0
J
LL-
T /\—r / i\I�JJVf\L
PLAN VIEW TREATED POSTS (TYP.)
12'-6"
DOUBLE LAYER OF Y2"
MARINE GRADE
PLYWOOD
h' 3t U�>�:;= Q
V/z
CREST OF MARINE PLYWOOD WEIR EL. 330.00 <'�: t 'Q''�••
ti
- I I ..°� c,5_ ••cam c� � �;,-,l"�°�:,�`.::'kd � ~`� �' ��'.`.�,i''• •-`'..�a :�,i`. "�,C'- . t> {.. c� : • ____-_ I
•. •' ..: ... ''. ::' .•. : •:�• •' •. •. ••' • tet- .. .. 'i .. t -.. .. _
S
I I I I I I s .. .. •' , .t . ' : .t •-•• • •:•--•ti � •••� I I_m-.•_
•• y. t • .s, •. ... •� •• _
F ITT PIPE T S E .329.00 ____ _.� :. - .. ..:•.. ..• ... , ..�`::.: •-t = -• •.
INV. OF 8 LOW SPLITTER E O L L I I I I I • •'
i�
,t
tII y t
I—•--- I I _
- . •..
111---I I
'i.• ..
lil�-..III
.. I
.. .., . 5;. ..
t' •
`I i I I I I I-II I it 11111 III =1 I ISI I ISI I ISI E 1=I i I III I� i- I I ISI I ISI I ISI 1 1. 1 1 1 1 III=1 I ISE 11= ! I I =1 I I
I=` 1 I ISI I ISI I I ISI 11=1 I ISI I 1=III -1 I I.'_►1 I-1 I I ISI =� � � �-� � �-� ► � �I ! I -11 I�I 11=11 I�1 III=
BOTTOM OF PRESSURE TREATED 4"X4" POSTS = EL. 327.00 ^Iii=1 I— 1-- I I I-1 11-1 } I �,--I I®I 1-1 I I --1 11-1 I I II I I t 111— I� I Iv 4"X4" PRESSURE
_ —I I I
I_�-._.I I I -I 11�-1 I II I ISI 111 11-� E ISI _ I TREATED POSTS (TYP.)_
-- -911=1 I i=I 11-1 I I -III --I I I T-1 11=! ! 1=1 I I= I ISI 11=1 I I =1 11=
11
I I� FRONT VIEW'
_hiC�Il�i
A FILTER BLANKET IS TO BE INSTALLED
BETWEEN THE RIPRAP AND SOIL FOUNDATION.
THE FILTER BLANKET WILL CONSIST OF A
MINIMUM 4" THICK LAYER OF STONE (NCDOT
#57) UNDERLAIN WITH MIRAFI FILTER WEAVE
700 OR APPROVED EQUIVALENT
EXISTING GROUND
1:1 SIDE SLOPE (TYP)
(III N o = 6)) (MIN.)
'II � III=11
o {III 1=
i I o III' I- MIRAFI FILTER
16 THICK NCDOT WEAVE 700 OR
. � I — — — I i I � I ►—
CLASS B RIP RAP APPROVED
6' MIN BOTTOM WIDTH EQUIVALENT
FILTER BLANKET (SEE NOTE)
5 IX*ZD IS BYPAW CHANNEL
S W1 — C N.T.S.
3 PL / U .
-C
1 "=1'
NOTES;
PN�ineG^.t�No!e ^
n*«maax w u• creno: nscn"n:ov mwr�sa P w.ic Standard
may rot eo irorvSmBtce .epmeucW veAtwN oxp:ess, wrt:m .r.. <-.,e.... u.
1. REINFORCEMENT:
- GRADE 60 ASTM A-615
2676 US 1 HWY CY tet' ....
2. CONCRETE:
P Box
N ,�,•:,,.. 4' Level S
rra(919)4.Nc = Spreader
j - 4000 PSI @ 28 DAYS
3. DIMENSIONAL TOLERANCE +1"
4. CONTRACTOR RESPONSIBLE FOR LOCATING, LEVELING
Fax (919) 49h-7616
& ASSEMBLING COMPONENTS
5. CONTRACTOR TO FILL LIFTING & ASSEMBLY POCKETS
WITH GROUT AND SAND IF REQUIRED
� 6. WEIGHTS AS FOLLOWED:
- LEVEL SPREADER: 1,500 LBS.
I
9.
12.5°1
4'-4"
4"
— - 3'-10" —
1 ,
NCDOT STANDARD 838.80 -
CONCRETE ENDWALL FOR 12"
DIA PIPES
EL. = 329.00 —1
111-111-1
ill -1 11.=11 I-1
11 LF OF 8" DIA DIP
04.54%
EL. = 328.50
(74 =
SW1—C N.T.S.
DOUBLE LAYER OF Y2"
MARINE GRADE PLYWOOD
(BOLTED TO 4"X4" POSTS
WITH Y4"X6" CARRIAGE HEAD
BOLTS [3 EA PER POST])
NCDOT CLASS
"B" RIPRAP
91
2,_0„ 6 2,-0„
f
---- 3'-8" 6" —
_ _ t
---6"
�— 41.4„ ,
Type „A„
Filename: SAO 1-Engineering\01-Stock Production\12-Level Spreader\Level Spreader
--- 4'-2"
_f
3'-8" 6"
Type "B"
LEM 1:03
PN�ineG^.t�No!e ^
n*«maax w u• creno: nscn"n:ov mwr�sa P w.ic Standard
may rot eo irorvSmBtce .epmeucW veAtwN oxp:ess, wrt:m .r.. <-.,e.... u.
QTY
2676 US 1 HWY CY tet' ....
P Box
N ,�,•:,,.. 4' Level S
rra(919)4.Nc = Spreader
k . amzola
Phone[phone] -
�L 4
Fax (919) 49h-7616
GENERAL NOTES:
1. CONTRACTOR TO CONNECT BOTH 4—FT AND 8—FT LEVEL SPREADER TOGETHER PER LINDSAY PRECAST
RECOMMENDATION
2. CONTRACTOR TO ENSURE THAT THE PRE—CAST LEVEL SPREADER SECTIONS ARE INSTALLED SUCH THAT
THE ENTIRE LEVEL SPREADER IS LEVEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT
t
4"X4" PRESSURE
TREATED POSTS (TYP.)
FLOW
N/A
Q
Q �Q Q
' ,--� � I--11►�I I ,�� � I�� I E , I C I �-�I I I ;III , ; . � I ;�I I �vl I !�- � I
I-
I -1 =,1 I I--
�1i1 =1il�I
I l E
—
SECTION VIEW
24"
9„
2"
0
9"
6"
-1 -1 1--4"
42"
6" 6"
6" (-- 6„ 4
—24"-
24"
--24"
THE ENTIRE LEVEL SPREADER HAS A ZERO PERCENT GRADE AND THAT ANY PRE—CAST SECTIONS ARE
WATERTIGHT WITH NO GAPS.
6WiDSAY PRECAST LEVEL SPREADER
S W1- C N.T.S.
— 96"
REINFORCEMENT:
4 x 4 WIRE MESH
W4 x W4 CENTERED
BASE & WALL

15" 0P {NV
\ OUT =322.0O
NCD LASS B
AP FOREBAY
FILTER SMP-
---
STREAM BUFFER
'
5'DIAMETER FLOW SPLITTER (SEE
DETAIL 3/3W2�-C
30^ RCP INV IN = 323'30
15" 0P INV OUT = 323.25
30^ BYPASS RCP INV OUT = 324.00 \ '/
f6.00.08LF-
15r 0P 0 4.817.
328
/
3,0
/
0 . '
/ -'-
18 LF_ 30^
" 0 3`12%
MAINTENANCE' AND
.
ACCESS EASErT
DIAMETER MANHOLE
.�' " '~~ 15DIP INV UV = 321.50
^ 30- RCP INV OUT 321.40
30" RCP INV
OUT 320.00
J / �
/
66 LF NCDOT CLASS 8 --^
RIPRAP BYPASS CHANNEL
(SEE DETAIL 5/SW2-Cl /
' /
. /
` \ \
\
\ . \
GENERAL NOTES:
1. THE LEVEL SPREADER STRUCTURESHALL BEINSTALLED 0NA
ZERO PERCENT GRADE.
2. THE FIBERGLASS ANGLE SHALL BE INSTALLED (BOLTED TO THE
CONCRETE L[VEL SPREADER STRUCTURE) ONLY AFTER A
PRELIMINARY AS -BUILT (BASED ON A FIELD SURVEY OF THE
CONSTRUCTED CONDITION OF THE LEVEL SPREADER STRUCTURE)
HAS BEEN PREPARED AND SPECIFIC DIRECTION FROM THE
DESIGN ENGINEER CONCERNING THE |NSTALLA11ON OF THIS
ELEMENT HAS BEEN PRONDED, THE FIBERGLASS ANGLE SHALL
BE SAWED-OFF TO THE LENGTHS SPECIFIED IN THE PLANS AND
SHALL BE INSTALLED PERFECTLY LEVEL AT THE ELEVATIONS
SPECIFIED IN THE PLANS (OR AT THE ADJUSTED ELEVATIONS
SPECIFIED BY THE DESIGN ENGINEER).
J. UNLESS DIRECTED BY THE ONSITE GEOTECHNICAL ENGINEER,
THE CONCRETE LEVEL SPREADER STRUCTURE SHALL BE
CONSTRUCTED ON UNDISTURBED SOIL, AND NOT ON RLL
4` THE TRIANGULAR BLIND SWALE SHALL BE CONSTRUCTED ON A
ZERO PERCENT GRADE.
5. THE BLIND SVWALE SHALL BE PLANTED WITH PICKEREL WEED.
6. THE 3 -INCH LAYER OF #57 STONE SHALL BE UNDERLAIN NTH
M|RAR RLTERWEAVE 400 OR ENGINEER APPROVED EQUIVALENT.
7. JO' SODDED (NON -CLAYEY) ENGINEERED FILTER STRIP. SOD
TO BE INSTALLED OVER 8~ (MIM) LAYER OF TOPSOIL
8, ENGINEERED FILTER STRIP SHALL BE INSTALLED WITH A 0%
CROSS -SLOPE AND A 2% SLOPE IN THE DIRECTION OF FLOW.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION

5'0 (INSIDE DIMME" '^"%
CONCRETE JUNCTI
MANHOLE RING AND
COVER ACCESS
12.0 DIP (TO SAND FILTE
INV. OUT = 332.50
5'0 (INSIDE DIMMENSION)
CONCRETE JUNCTION BOX
15.0 DIP (TO LEVEL
SPREADER) INV.
OUT = 322.25
30"0 RCP INV.
OUT = 321.40
30"0 RCP INV.
IN = 331.50
RCP INV.
= 321.40
MANHOLE RING AND COVER
(T/C TO BE SET BY
CONTRACTOR)
CONTRACTOR SHALL PROVIDE STEPS IN
ACCORDANCE WITH NCDOT STD. 840.66
(SEE DETAIL). STEPS SHALL BE PLACED AT
16" O.0 (TYP.)
5'
16" THICK NCDOT
CLASS "B" RIP RAP
FILTER BLANKET (SEE NOTE)
NOTE:
A FILTER BLANKET IS TO BE INSTALLED
BETWEEN THE RIPRAP AND SOIL FOUNDATION.
THE FILTER BLANKET WILL CONSIST OF A
MINIMUM 4" THICK LAYER OF STONE (NCDOT
#57) UNDERLAIN WITH MIRAFI FILTER WEAVE
700 OR APPROVED EQUIVALENT
EXISTING GROUND
6" (MIN.
1:1 SIDE SLOPE (TYP)
I-
6' MIN BOTTOM WIDTH
. ry .. I 1 0 l
f-
( -f) (I- 6" (MIN.)
-) I -I'
MIRAFI FILTER
WEAVE 700 OR
APPROVED
EQUIVALENT
NOTES:
1. REINFORCEMENT:
- GRADE 60 ASTM A-615
2. CONCRETE:
- 4000 PSI @ 28 DAYS
3. DIMENSIONAL TOLERANCE t1"
4. CONTRACTOR RESPONSIBLE FOR LOCATING, LEVELING
& ASSEMBLING COMPONENTS
5. CONTRACTOR TO FILL LIFTING & ASSEMBLY POCKETS
WITH GROUT AND SAND IF REQUIRED
6. WEIGHTS AS FOLLOWED: 1
- LEVEL SPREADER: 1,500 LBS. --
91,
1-
4"
3'-6"
3
i
i
1 6'' L
-! 6"-
12.5°
2"
i_
6" 2'-0"
I
I�
i
I
4'-4" -I
!_____3'-10"
jyRe„A”
Filename: S:\01-Engineering\01-Stock Production\12-Level Spreader\level Spreader
6"
t _
9„ �T
F `
i 66" 2'-0„
! � T
3'-8"
6"
-- 3'-8"--- 6°I--
TYEE� „B"
ME)
Tboinlo li. Wnta's,ed Nrem,s tho P.a. ty«UWM yP�c:as,. `I Standard
maY noS tto tronsmtied or rePfnduWd wltroui exWes�. wrY.(m x„,����
QTY
o.c
p¢rmFs6n.
2675 US t Km mVCY .•. ��-.na,»
FPL.. 8” 580
P.O. ml.530 '_.,.......
~,..
me 4' Level Spreader
382074
Phona(g74)4N-600
'LS4 `.
Fax(9t9)494-9816 •,.
GENERAL NOTES:
1. CONTRACTOR TO CONNECT BOTH 4—FT AND 8—FT LEVEL SPREADER TOGETHER PER LINDSAY PRECAST
RECOMMENDATION
2. CONTRACTOR TO ENSURE THAT THE PRE—CAST LEVEL SPREADER SECTIONS ARE INSTALLED SUCH THAT
THE ENTIRE LEVEL SPREADER IS LEVEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT
THE ENTIRE LEVEL SPREADER HAS A ZERO PERCENT GRADE AND THAT ANY PRE—CAST SECTIONS ARE
WATERTIGHT WITH NO GAPS.
Pnt V Con—to Products Since 1937
.vww.xWyAght.com
CUSTOMER: QUANTITY: OF
JOB WEIGHT: 2,700 LBS.
LOCATION: SECTION:
SIZE: Tx 8' LEVEL SPREADER
DRAWN BY: 2W 9/18/08 PROJECT MGR: 7/zl9
* DO NOT FLIP WORKUP OVER
* MAKE SURE JOINT IS CORRECT
r.
9,
�4„ —J
9"
2"
96" 6"-
File -a SACADVAIso D,aMllgskLEVEL SPREADER
6"
96" --'16"
REINFORCEMENT:
4 x 4 WIRE MESH
W4 x W4 CENTERED
BASE & WALL
ljMSAY PRECAST LEVEL SPREADER DETAILS
SW2- C N.T.S.
4„
42"