20130680 Ver 1_Site Plan_20130707

LEGEND:
IMPACT MAPS
GI en croft Town h om es
NOTES: 1) SURVEY INFORMATION & WETLAND MAPPING PERFORMED BY
ESP Associates
SHEET LIST:
COVER
1 -1 OVERALL SITE PLAN /EXHIBIT
1 -2 IMPACT 1
1 -3 IMPACT 2
LEGEND:
CHANNEL IMPACT
TOC JORDAN LAKE WATER SUPPLY WATERSHED IMPACT
VICINITY N 2490M
.
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VICINITY MAP (NTS) 1 " =1000'
IMPACT
TYPE
AREA
LINEAR
Jordan Lake Buffer
LOCATION
ACRE
FT
ACRE
FEET
Z1 FT
Z2 FT
1
CH
443
0.010
97
7812
5742
JW
N/A
2
CH
461
0.010
51
6723
4414
JW
N/A
FXISTINr, FNVIRONMFNTAI INVENTORY
TYPE
AREA
LINEAR
JORDAN LAKE WATER
SUPPLY WATERSHED BUFFER
FT
ACRE
FEET
Z1, Z2, Z3 FT
CH
5750
0.132
1281
130,889
JW
N/A
N/A
N/A
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4/8/1 1 ASBUILT
PROJECTI{:124043 DATE:8-a1-13
DRAWN BY. ET CHECKED BY: ET
TITLE
OVERALL
SITE PLAN / EXHIBIT
SHEET
1 -1

LEGEND
17-71
CHANNEL IMPACT
TOC JORDAN LAKE WATER SUPPLY WATERSHED IMPACT
........ ....... .....
X Z
A-
PIPE TABLE
STRUCTURE TABLE
LinelD
LineSize
Length
Slope
MATERIAL
NOTES
INLET ID
Inv Elev
Inv Elev
In (ft)
FROM
Inv Elev
In (ft)
FROM
Inv Elev
In (ft)
FROM
Rim Elev.
(ft)(Top)
DETAIL
(in)
(ft)
( %)
Out (ft)
CULVERTS
HW#A
290.7
HW#B
312.1
HW#A-HW#B
48
58
3.45
RCP
HW#B
292.7
311.8
HW#C - HW#D
54
62.00
2.90
RCP
HW#C
280.30
HW#D
299.45
HW#D
282.1
299.6
IMPACT 1
STREAM IMPACT COMBINED ROAD
CROSSING AND UTILITY CROSSING
—97 LF IMPACT
—443 SF IMPACT
BUFFER IMPACT COMBINED ROAD
IMPACT DETAIL x yy /
1 inch = 40 ft.
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REVISIONS
i
PROJECTI0.124M DATE:52113
DRAWN BY. ET CHECKED BY. ET
TITLE
HOPACT I
SHEET
1-2

I M PACT 2
( IN FEET )
1 inch = 40 ft.
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REVISIONS
PROJECTI0:124W3 DATE: 521 -13
DRAWN BY: ET CHECKED BY: ET
TITLE
HOPACT 2
SHEET
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Part of the Cary Park Community Mixed Use Center
UNLESS EXPLICITY SPECIFIED IN THE NOTES ON THIS SITE PLAN, THE
DEVELOPMENT OF THIS PROJECT, INCLUDING ANY SUBSEQUENT SITE
PLANS, SHALL COMPLY WITH THE CARY LAND DEVELOPMENT
ORDINANCE (LDO) AND ALL OTHER APPLICABLE REGULATIONS AND
GUIDELINES. IN THE EVENT OF A DISCREPANCY BETWEEN THIS
APPROVED SITE PLAN AND THE APPLICABLE REGULATIONS OR
GUIDELINES, AND ABSENT CLARIFICATION OR APPROVAL OF SUCH
STATED ON THIS SITE PLAN OR OTHER RELATED APPROVAL, THE
APPLICABLE REGULATION OR GUIDELINE SHALL APPLY.
NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT
NOT LIMITED TO, LANDSCAPING, GRADING, ARCHITECTURAL DESIGN
(ESPECIALLY COLORS), LIGHTING, OR UTILITIES SHALL BE MADE
WITHOUT THE APPROVAL OF THE DEVELOPMENT REVIEW COMMITTEE
OF THE TOWN OF CARY.
SHEET INDEX
CO.0
COVER SHEET
CO.1
EXISTING CONDITIONS (SURVEY BY ESP ASSOCIATES, PA.)
CO. 1.2 - CO. 1.9
EXISTING CONDITIONS CARY GLEN BLVD (SURVEY BY ESP ASSOCIATES, PA.)
CO. 1.10 - CO. 1.14
TREE SURVEY SHEETS (SURVEY BY ESP ASSOCIATES, PA.)
CO.2
GENERAL NOTES SHEET
C1.0
OVERALL SITE PLAN
C1.OA
OVERALL TREE SURVEY SITE PLAN
C1.1
SITE PLAN NORTH
C1.2
SITE PLAN SOUTH
C2.0 - C2.2
PRE - CONSTRUCTION EROSION CONTROL PLANS
C2.2.1
EROSION CONTROL PLAN - CARY GLEN BLVD
C2.3 - C2.5
EROSION CONTROL PLANS
C2.6
EROSION CONTROL PLAN NOTES
C3.0
OVERALL GRADING PLAN
C3.1
GRADING PLAN NORTH
C3.2
GRADING PLAN SOUTH
C3.3
STORM DRAINAGE TABLE
C4.0
NITROGEN CONTROL PLAN
C4.1
BMP #1, 2 & 3 PLAN AND DETAILS
C4.2
BMP #4 & 5 PLAN AND DETAILS
C4.3
BMP #6 PLAN AND DETAILS
C4.4
BMP #7 & 8 PLAN AND DETAILS
C5.0
RETAINING WALL PLAN AND PROFILE
C5.1
RETAINING WALL PLAN AND PROFILE
C6.0
OVERALL UTILITY PLAN
C6.1
UTILITY PLAN NORTH
C6.2
UTILITY PLAN SOUTH
C6.3
PHASE 1 UTILITY PLAN
C6.4
PHASE 2 UTILITY PLAN
C6.5
PHASE 3 UTILITY PLAN
C6.6
PHASE 4 UTILITY PLAN
C6.7
PHASE 5 UTILITY PLAN
C7.0
STREET A PLAN AND PROFILE
C7.1
STREET A PLAN AND PROFILE
C7.2
STREET B PLAN AND PROFILE
C7.3
STREET C PLAN AND PROFILE
C7.4
STREET D PLAN AND PROFILE
C7.5
OFFSITE SANITARY SEWER PLAN AND PROFILE
C7.6
CARY GLEN BLVD SIGHT DISTANCE PROFILE
C8.0
OVERALL SIGNING AND PAVEMENT MARKING PLAN
C9.0
SITE DETAILS
C9.1
EROSION CONTROL DETAILS
C9.2
EROSION CONTROL DETAILS
C9.3
WATERLINE DETAILS
C9.4
SANITARY SEWER DETAILS
C9.5
RECLAIMED WATERLINE DETAILS
L1.0 LANDSCAPE PLAN (BY JERRY TURNER & ASSOC.)
L2.0 BMP PLANTING PLAN (BY JERRY TURNER & ASSOC.)
L3.0 NEIGHBORHOOD GREEN PLANTING & DETAILS (BY JERRY TURNER ASSOC.)
L4.0 PLANT LIST AND DETAILS (BY JERRY TURNER & ASSOC.)
A & B SERIES ARCHITECTURAL SHEETS
Town of Cary, North Carolina
ForeverHome, LLC,
2840 Plaza Place, Suite 360
Raleigh, NC 27612
13 -SP -010
FIRST SUBMITTAL DATE: FEBRUARY 14, 2013
SECOND SUBMISSION DATE: MAY 09, 2013
Burnaby et
to%, c
_+ +
Discs
p 800 1,600 3.200 Feet Map e d n a oradwe ct v et b
d a
1 I Hoa✓eaer ne maps are produoed fo pfe- a., purposes.
1 inch =1,600 feet adae NOT S eyaN sole. spa ado- mpl'ed
are provided for the data maraw,ts ­,or its mterpret,amo.
STREET NAME
CLASSIFICATION
SPEED LIMIT
LENGTH
STREET A (PRIVATE)
MAJOR / MINOR LOCAL STREET
25 MPH
1,600 LF
STREET B (PRIVATE)
MINOR LOCAL STREET
25 MPH
770 LF
STREET C (PRIVATE)
MINOR LOCAL STREET
25 MPH
720 LF
STREET D (PRIVATE)
MINOR LOCAL STREET
25 MPH
880 LF
VOTE: BOTH PRIVATE TRAIL STUBS SHALL BE CONSTRUCTED AND
NSPECTED WITH THE INFRASTRUCTURE FOR THE RESPECTIVE PHASE.
ALL STREETS, DRIVES, PARKING AREAS, SIDEWALKS, ETC. NOT LOCATED WITHIN A PUBLIC ROW WILL BE
CLEARLY IDENTIFIED AS PUBLIC VEHICLE ACCESS AREAS DEEDED TO THE GLENCROFT HOMEOWNERS
ASSOCIATION (HOA), THE MAINTENANCE OF WHICH IS NOW AND FOREVERMORE THE RESPONSIBILITY OF
SAID HOA.
THE HOA DOCUMENTS WILL INCLUDE A STATEMENT (COVENANT) TO THE EFFECT THAT "ALL STREETS,
DRIVES, PARKING AREAS AND SIDEWALKS NOT LOCATED WITHIN THE PUBLIC RIGHT -OF -WAY ARE
PRIVATE PROPERTY (SUBJECT TO PUBLIC VEHICLE ACCESS EASEMENTS) THE MAINTENANCE OF WHICH IS
THE SOLE RESPONSIBILITY OF THE GLENCROFT HOA (COLLECTIVELY) AND THE HOMEOWNERS
(INDIVIDUALLY) NOW AND IN PERPETUITY."
THE DEVELOPER'S MARKETING MATERIAL (AND /OR SALES CONTRACT) WILL INCLUDE A STATEMENT TO
THE EFFECT THAT THESE ARE PRIVATE STREETS, DRIVES, PARKING AREAS AND SIDEWALKS ARE INDEED
COMMON AREAS DEEDED BY THE DEVELOPER TO AND OWNED AND MAINTAINED BY THE HOA AND THAT
THE TOWN OF CARY IS NOT RESPONSIBLE FOR ANY MAINTENANCE OF THE COMMON AREAS.
Cary Glen Townhomes Trip Summary
Current as of July 11, 2012
1
Number of Units
AM Peak Hour Trips
PM Peak Hour Trips
Traffic Analysis Report 12- TAR -346
152
72
85
3
WATER
PERMIT#
PHASE
Proposed Development:
WATER
PERMIT#
Residential Condomi ni u m/Town homes (Code 230)
150
71
84
PHASE
1
SEWER
Tota 1
150
71
84
SEWER
PERMIT#
PHASE
3
SEWER
PERMIT#
Available Trips
4
1
1
PHASE
5
SEWER
Note 1: Trip generation rates are from the traffic analysis report 346 by M.A.B.
TRAFFIC MITIGATION SUMMARY:
(A
J
J
Uj
(A
■
3
AT BUILDOUT THE DEVELOPER SHALL PARTICIPATE IN A JOINT AGREEMENT WITH THE
DEVELOPERS OF THE PROPERTY ADJACENT TO THE NORTH (PIN 0735035869 AND PIN
0735045243)FOR THE FUNDING OF A TRAFFIC SIGNAL AT CARPENTER FIRE STATION
ROAD AND CARY GLEN BLVD. THE TOWN OF CARY WILL ADMINISTER AND
CONSTRUCT THE SIGNAL WHEN THE FUNDS ARE AVAILABLE FROM THIS AGREEMENT.
PROJECT TEAM
DEVELOPERS:
FOREVERHOME, LLC.
2840 PLAZA PLACE, SUITE 360
RALEIGH, NC 27612
919- 870 -9711
LANDSCAPE ARCHITECT
JERRY TURNER & ASSOCIATES
905 JONES FRANKLIN ROAD
RALEIGH, NC 27607
919 - 851 -7150
THE TOWN OF CARY
ENGINEERING DEPARTMENT
APPROVED UTILITY EXTENSIONS
CIVIL ENGINEER:
WSP SELLS
15401 WESTON PARKWAY, SUITE 100
CARY, NC 27513
919 - 678 -0035
SURVEYOR:
ESP ASSOCIATES, P.A.
5121 KINGDOM WAY
RALEIGH, NC 27607
919 - 678 -1070
13 -SP -010
HTE #: 13 -0913
APPROVED BY THE TOWN OF CARY
DEVELOPMENT REVIEW COMMITTEE
PHASE
1
WATER
PERMIT#
PHASE
2
WATER
PERMIT# PLANNER Date
PHASE
3
WATER
PERMIT#
PHASE
4
WATER
PERMIT#
PHASE
5
WATER
PERMIT#
PHASE
1
SEWER
PERMIT#
PHASE
2
SEWER
PERMIT#
PHASE
3
SEWER
PERMIT#
PHASE
4
SEWER
PERMIT#
PHASE
5
SEWER
PERMIT#
M
NC License # F -0891
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SEE SHEET C7.6 FOR
CARY GLEN BLVD SIGHT X49'
DISTANCE PLAN & PROFILE ! %
/ //4
e
MATCHLINE
MATCHLINE
/v
/ P%
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TIE TO EXISTING WALK
v 29,5
rp & \j Stop -
�S 'A/
NF
Crown Cary Park Limited
Partnership 0735 -03 -5869
DB 15061 PG 254
BM 2001 PG 2276
USE:VACANT
ZONING: PDD MAJOR
SIGHT DISTANCE DATA
4) M
PRIVATE: 2,370 LF
PROPOSED AREAS:
L O
IMPERVIOUS:
Major Street Name
(Through Traffic
Minor Street Name (Stop)
Direction of Travel
Design Speed of Major
Street (Through). MPH
Approach Grade of Minor
Street (Stop). %
Left Turn Time Gap
Seconds
Left Turn Sight
Distance Feet
Right Turn Time Gap
Seconds
Right Turn Sight
Distance Feet
STREET A
STREET B
25
-1.75
7.5
280
6.5
240
STREET A
STREET C
25
-6.80
7.9
290
6.7
250
STREET A
STREET D
25
2.00
7.5
280
6.5
240
STREET D
STREET B
25
-2.00
7.5
280
6.5
240
CARY GLEN BLVD
STREET A
35
1 2.00
1 7.5
385
1 6.5
1 335
4- N
U
Z
EO
ENTRY FEA7uRE /COLUMNS S88 °47'31 "E 1035.87'
FUTURE
-
4��Q�� ,� 20' TYPE B BUFFER - _ TO NO
SMNT.
TIP Tfl
ECM STAMPED CP &L
II
II NAD 83 GRID TIE
II NORTHING= 753645.8799 (GROUND)
EASTING= 2031065.8437 (GROUND)
II TIE ECM TO EIP 2
II S44 014'34 "W 1391.10' (GROUND)
I I
I I
I 10' TEMP.
SLOPE ESMNT.
EX. WALK IL �,� N -- , cd - - -
-I I I I 131 I
/ I `,....... 66, �, �� BIORETENTION / 1- - -
NF �\� 'ZXoo 0vo / P� I I \� \� / tip" / / 11 11 1 6 145 144 143 I 142 141 140 139 138 137 I i 136 135 134 133 132
Courtney Reserve Owner I F,'\\ / 47 1 1 I I III I r� 130 I
0725 -93 -8978 / r / N
DB 14857 PG 1132 Q� / EXISTING 20' II \,�� \� / / 48 I I III / I I
C ! SS EASEMENT 1 \\ ®1 \ 9 I I I I I
BM 2005 PG 1937 / DB 9390 PG 326 / j �� \ 50 - - - - J L_ - - - I
10 MAIL PAV-
\ m STREET C
/ otic• \ \\ \ � _ 50' PRIVATE R/W) - -_ _ - - - 240�HT RIANGLE ,� �: � 20 T.O.C. I
TOC UTIL. AND �E -8S ES -- - ti s /� I
`� _ UTILITY ESMNT.
mac+ • \\ \ \\ \ /' I / �'
FETR
ol
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\ \� c u 25' _ 122 11 I I I h I
O � c 6 4.5' I
�\ I 50° TOC: ;
3 / \ \ ��', �'FF�'yo A�'q,�s 1 1 I / af
/ �'' + �\o�E / \ \\ �� 00� • yC I 1 1 I URBAN TRA.'VSIITIO
O I- - - - - - CONS �TIO (TY ). J I I
BUFFER
_ EXTERI STORA (24 S Tl P�_ - 102,648 SFI
\\ R / I 2.36 ACRES;
o
�"� I
6 117 I
/ e' 46 \ \ \\ \\ \ \. 1 5' / / s� w
\ \ I I
10 3MP-8
ST \ \ \ WETLAND 2p, I
/ °RM � ZONE 30'
- 1 I Zo. ;
\ \ ZOO
114 \ N ZONE ZONE' I N F
/ 43 �/ �} \ \ \ \ 113 /� ,� I ' 2' I Carolina Power and Light
8 Company
' , \ \ 112 / / I j 0735 -13 -4272
42
4 48 \ \ / \ \ ; m DB 11096 PG 1718
NF I 9 \ 41 I 49 \ \ \ // / 111 \ / ; U3 USE: POWER STATION
CG Cary Limited I I 1e \ / \ \ / // \ 1 I a) ZONING: R40
Partnership 0725 -92 -8999 5'x5
DB 9231 PG 821 i 10 OM PAD \ \ I 50 / \ �� \ \ 109 m
BM 2001 PG 2277 L4
w
USE: APARTMENTS - - - / \ 10 I I Io
ZONING: PDD MAJOR I 11 © \ I
N r 40 I / \. \\ 107 I I BMP -7 I o
0 I 1 2 1 WETLAND I r
w \ \ \
3: ? ; I 39 51 74.5'
M 77
V �Uec'R °' Ld r 13 w I 38 I 52 \ 8 °• s / _1
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15 wI� 36 I I of
SITE DATA
PROJECT NAME: CARY GLEN TOWNHOMES
PROPERTY OWNER: THOMAS HATCHER & SIDNEY SEYMOUR
PO BOX 177
APEX, NC 27502 -0177
GRAPHIC SCALE TOTAL PROJECT AREA: 25.88 AC
0 30 60 120 TOTAL UNITS: 150 UNITS
DENSITY: 5.79 DU /AC (GROSS), 7.1 DU /AC (NET)
( IN FEET) SETBACKS:
1 inch = 60 ft. ROADWAY: 18'
SIDE AGGREGATE: 10'
SIDE MINIMUM: 3'
REAR: 8'
MIN. BUILDING SEPARATION 16'
8' REAR SETBACK\
NOTE THE ACCESSIBLE PARKING AT BOTH
COMMON AREAS. NEW CURB RAMPS MUST MEET
THE CURRENT NC BUILDING CODE AND
ICC /ANSI A117.1 -2009 FOR SLOPE (MAX 1:12),
LENGTH (6 FEET WITHOUT HANDRAILS), WIDTH
48 "), AND A 4' X 4' LANDING NOT EXCEEDING
2% SLOPE AT THE TOP OF THE RAMP.
LANDINGS SHOULD BE MARKED AND SPOT
ELEVATIONS PROVIDED.
NORM
4 .`I
REQUIRED PARKING:
2.75 SPACES PER UNIT = 150 X 2.75 =413 SPACES
(INCLUDES GUEST PARKING)
PARKING PROVIDED:
2 SPACES IN EACH GARAGE = 150X 2 = 300 SPACES
2 SPACES IN EACH DRIVEWAY = 150 X 2 = 300 SPACES
GUEST PARKING = 52 SPACES
TOTAL 652 SPACES
ZONING: MXD WITH PDP
OVERLAY ZONING DISTRICT: CARY PARK MXD
LAND USE: HDR/MDR
PIN:# 0735035058
REAL ID: 0029356
TOTAL LENGTH OF PROPOSED STREETS:
PUBLIC: 1,600 LF
4) M
PRIVATE: 2,370 LF
PROPOSED AREAS:
L O
IMPERVIOUS:
ROADS /PAVEMENT:
2.96 AC
SIDEWALK:
0.93 AC
DRIVEWAY APRONS:
MIN. 16'X18' DEEP-
LOT IMPERVIOUS:
CONC. DRIVEWAY (TYP)
TOTAL IMPERVIOUS:
18' FRONT SETBACK
�°n
REGULATORY:
PUBLIC / PRIVATE ROAD
NOTE THE ACCESSIBLE PARKING AT BOTH
COMMON AREAS. NEW CURB RAMPS MUST MEET
THE CURRENT NC BUILDING CODE AND
ICC /ANSI A117.1 -2009 FOR SLOPE (MAX 1:12),
LENGTH (6 FEET WITHOUT HANDRAILS), WIDTH
48 "), AND A 4' X 4' LANDING NOT EXCEEDING
2% SLOPE AT THE TOP OF THE RAMP.
LANDINGS SHOULD BE MARKED AND SPOT
ELEVATIONS PROVIDED.
NORM
4 .`I
REQUIRED PARKING:
2.75 SPACES PER UNIT = 150 X 2.75 =413 SPACES
(INCLUDES GUEST PARKING)
PARKING PROVIDED:
2 SPACES IN EACH GARAGE = 150X 2 = 300 SPACES
2 SPACES IN EACH DRIVEWAY = 150 X 2 = 300 SPACES
GUEST PARKING = 52 SPACES
TOTAL 652 SPACES
ZONING: MXD WITH PDP
OVERLAY ZONING DISTRICT: CARY PARK MXD
LAND USE: HDR/MDR
PIN:# 0735035058
REAL ID: 0029356
TOTAL LENGTH OF PROPOSED STREETS:
PUBLIC: 1,600 LF
4) M
PRIVATE: 2,370 LF
PROPOSED AREAS:
L O
IMPERVIOUS:
ROADS /PAVEMENT:
2.96 AC
SIDEWALK:
0.93 AC
DRIVEWAY APRONS:
0.27 AC
LOT IMPERVIOUS:
7.22 AC
TOTAL IMPERVIOUS:
11.38 AC
OPEN SPACE:
REGULATORY:
4.82 AC
NON - REGULATORY:
9.68 AC
TOTAL AREA:
25.88 AC
RECREATION AREAS: 0.35 AC.
MIN. LOT AREA: 2,547 SF
PROJECTED PHASES: 5 PHASES
BUILDOUT YEAR PROJECTION: 2016
NOTES:
1. STREAM BUFFERS SHOWN PER ESP ALTA SURVEY DATED JULY 2012.
BUFFERS CONFIRMED BY MITCHELL ENVIRO.
2. THE PROPERTY IS CURRENTLY VACANT.
3. THE PROJECT IS IN THE JORDAN LAKE BASIN AND WILL COMPLY WITH
THE RESERVOIR WATERSHED PROTECTION BY WAY OF BMPs APPROVED
FOR USE BY THE TOC AND NCDENR BMP MANUAL.
4. PROPERTY BOUNDARY PROVIDED BY ESP ASSOCIATES, PA,
SEE EXISTING CONDITIONS SURVEY SHEET C0.1.
5. ALL ROADS WILL BE NAMED AND APPROVED BY THE TOC AND WAKE
COUNTY PRIOR TO SITE PLAN /CONSTRUCTION PLAN APPROVAL.
6. ALL WORK MUST COMPLY WITH NC BUILDING AND HANDICAPPED
ACCESSIBILITY CODE VOL. 1C.
7. PHASING WILL REQUIRE THE SECONDARY CONNECTION TO THE GROVE
AT CARY PARK APARTMENTS PRIOR TO EXCEEDING 100 UNITS THAT ARE
C.O'ED.
8. ALL SIGNING AND PAVEMENT MARKINGS AT TIME OF
SITE /CONSTRUCTION PLAN APPROVAL SHALL MEET MUTCD CRITERIA.
9. EACH UNIT HAS A PATIO OR DECK IN THE REAR OF THE UNIT.
10. ALL TOWNHOME UNITS ARE REQUIRED TO HAVE 24 SF OF EXTERNALLY
ACCESSED STORAGE.
Oil
11. NORTH CAROLINA STATE BUILDING CODE REQUIRES THAT DECKS WITH
A FIRE SEPARATION DISTANCE OF LESS THAN TWO FEET SHALL HAVE
NOT LESS THAN A ONE -HOUR FIRE - RESISTIVE RATING WITH EXPOSURE
LAWN
FROM BOTH SIDES."
mmq
13 -SP -010
HTE #: 13 -0913
71 BUFFE
APPROVED BY THE TOWN OF CARY
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PROJECT #:12 -4043
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PROJECT #:12 -4043
DRAWN BY: MB
DATE: 02 -14 -2013
CHECKED BY: ET
TITLE
OVERALL
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SHEET
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DB 15061 PG 254
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USE: VACANT
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13 -SP -010
HTE #: 13 -0913
APPROVED BY THE TOWN OF CARY
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PLANNER Date
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PROJECT #:12 -4043 DATE: 02 -14 -2013
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TITLE
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PROJECT #:12 -4043 DATE: 02 -14 -2013
DRAWN BY: MB CHECKED BY: ET
TITLE
SITE PLAN
NORTH
SHEET

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ESP ASSOCIATES LOCALIZATION POINT I
NORTH AMERICAN DATUM 1983/2007
NORTH AMERICAN VERTICAL DATUM 1988
AVERAGE COMBINED GRID FACTOR= .999911149
NORTHING= 752,649.3099 (GRID /GROUND)
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13 -SP -010
HTE #: 13 -0913
APPROVED BY THE TOWN OF CARY
DEVELOPMENT REVIEW COMMITTEE
PLANNER
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\ \ 0.08 A 11 /ca � % \ I C
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MAIL \\ I x \ \\ �- / 2,958 SF / \ I I
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4,516 SF \\ 109 0 1
105' 0.10 AC / \ \\ \ 3,119 SF �/ I
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4-- - - - - -- - i W \ 31 titi © \ ��\ 17 - \\ 28304 SF �o�'
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-118' I � .� / \ \ c� %•
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m I 0.07 AC 117' 1 m 123' 0.12 AC /
38 I 52 4,837 SF \ 80• \�A // II ➢
ro I 276 SF I I 125 SF / 0.11 AC
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.08 AC 7' 0.07 AC L, 6 tiT
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co 07 AC I J 114' 0.07 AC I � I 74
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I 997 SF I W 7 Cn I 0.07 AC / 877 SF \ \N� 1 o I
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ry 3,695 SF I I - 0.08 AC I N 0 I 2715 SF 1 ✓ / \ v'S\ BONE ' \\ 103
0.08 AC 114' I I 58
32 I 124' 3,241 SF ro
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BIORETENTION /
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2,862 S I m 51X5' MAIL PAD _
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26
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EXISTING 20' SS
o
EASEMENT 41
PB 2003 PG 1504
I
_
E I P 2
u .�TYP - .
_ BUFFER `�- ° - ssP�A,
"EIP 2..
SITE BENCHMARK
ESP ASSOCIATES LOCALIZATION POINT I
NORTH AMERICAN DATUM 1983/2007
NORTH AMERICAN VERTICAL DATUM 1988
AVERAGE COMBINED GRID FACTOR= .999911149
NORTHING= 752,649.3099 (GRID /GROUND)
EASTING= 2,030,095.2687 (GRID /GROUND) '
ELEVATION= 291.03
T�?��A E R
BMP -4
3
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ry 105 NF 1 I I
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0.06 A I �0 0.07 AC - -
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ACCE S /IJ-TCC - - - - - - -
EAS ° J z- 154
6' MIN. ASPHALT PRIVATE )
NF CONNECTION TO PARK PROPERTY WTI �� N89 °26'18' YY TIEASEME'JT
Town of Ca PG 50;
0735 -01 -1739
DB 08923 PG 1826
USE: VACANT
ZONING: R40
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
13 -SP -010
HTE #: 13 -0913
APPROVED BY THE TOWN OF CARY
DEVELOPMENT REVIEW COMMITTEE
PLANNER
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PROJECT #:12 -4043 DATE: 02 -14 -2013
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TITLE
SITE PLAN
SOUTH
SHEET
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PROJECT #:12 -4043 DATE: 02 -14 -2013
DRAWN BY: MB CHECKED BY: ET
TITLE
SITE PLAN
SOUTH
SHEET
C1 ■

CONSTRUCTION LIMITS/TREE PROTECTION FENCE
SILT FENCE
SF SF SF
/ DIVERSION DITCH
SoR`FOR /j EROSION CONTROL DETAIL 1 " -20'
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GRADING /EROSION CONTROL LEGEND
SILT FENCE W/ OUTLET
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PROPOSED TREELINE
PROP GRADES MINOR
PROP GRADES MAJOR
EXISTING TOPO MAJOR
EXISTING TOPO MINOR
SF SF SF
TPF TPF TPF
TD -> TD -> TD ->
INLET PROTECTION
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EXISTING; ' SS EASEMENT
- _ r�B 11302 PG 007
INSTALL TREE PROTECTION FENCE. TREE PROTECTION FENCE WILL NEED TO BE INSTALLED BEFORE
GRADING PERMIT WILL BE ISSUED.
HOLD A PRECONSTRUCTION MEETING WITH THE TOWN OF CARY AND THE ENGINEER. BMP RISERS
TO BE ONSITE BEFORE GRADING PERMIT WILL BE ISSUED.
OBTAIN GRADING PERMIT.
AFTER THE PRECONSTRUCTION MEETING IS HELD INSTALL REMAINING EROSION CONTROL DEVICES
INSTALL SILT FENCE, SEDIMENT BASINS, AND DIVIERSIONS AS SHOWN. SB -9 TO BE A DYNAMIC BASIN
TO BE CONSTRUCTED WITH RETAINING WALL 8, SB -10 TO BE A DYNAMIC BASIN TO BE CONSTRUCTED
WITH RETAINING WALL 14. FOLLOW DETAIL AND SEQUENCE ON SHEET C2.6.
OBTAIN CERTIFICATE OF COMPLIANCE THROUGH OFF SITE INSPECTION BY EROSION CONTROL
OFFICER.
BEGIN CONSTRUCTION OF STREAM CROSSINGS, FOLLOW STREAM CROSSING CONSTRUCTION
SEQUENCE ON SHEET C2.6.
INSTALL FES37 FES35 STORMWATER BYPASS PIPE. INSTALL INLET AND SILT FENCE AROUND FES37.
FOLLOW SB -9/10 SEQUENCE DURING CONSTRUCTION.
BEGIN GRADING AND UTILITY CONSTRUCTION,
AS SITE IS BROUGHT TO GRADE MAINTAIN SILT FENCE AND INLET PROTECTION AS SHOWN ON THE
EROSION CONTROL PLAN.
AS SITE IS BROUGHT TO GRADE AND RUNOFF CAN BE DIRECTED TO SB- 4/5/8, REMOVE SB -9/10.
WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY CALL FOR
ONSITE INSPECTION WITH TOWN OF CARY EROSION CONTROL OFFICER. PRIOR TO REMOVAL OF
TEMPORARY MEASURES, TOWN MUST APPROVE REMOVAL.
5�
Erosion Control Notes:
1. Denuded area = 23.9 acres
2. Impervious surface = 11.38 acres
Max Lot Impervious SEE SHEET C4.0
0
3. Total site area = 25.88 acres (44.1 /o Impervious)
The ro osed construction will include a townhome neighborhood. The current use of the site is
P P 9
vacant. The scope of work includes clearing, grubbing, and radin for infrastructure
P 9, 9 9, 9 9 ,
installation of sediment traps and sediment basins constructionof temporary diversion channels,
silt fencing, storm drainage structures and paving.
GRAPHIC SCALE
0 30 60 120
( IN FEET )
1 inch = 60 ft.
13 —SP -010
HTE #: 13 -0913
APPROVED BY THE TOWN OF CARY
DEVELOPMENT REVIEW COMMITTEE
PLANNER
Date
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PROJECT #:12 -4043 DATE: 02 -14 -2013
DRAWN BY: MB CHECKED BY: ET
TITLE
PRECONSTRUCTION
OVERALL EROSION
CONTROL PLAN
SHEET
C200
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REVISIONS
PROJECT #:12 -4043 DATE: 02 -14 -2013
DRAWN BY: MB CHECKED BY: ET
TITLE
PRECONSTRUCTION
OVERALL EROSION
CONTROL PLAN
SHEET
C200

GRADING /EROSION CONTROL LEGEND
SILT FENCE W/ OUTLET
TREE PROTECTION FENCE
DIVERSION DITCH
PROPOSED TREELINE
PROP GRADES MINOR
PROP GRADES MAJOR
EXISTING TOPO MAJOR
/ EXISTING TOPO MINOR
C r1NCTRl IrTI(1N I IAAITC
SF SF
— TPF TPF
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SF SF
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CONSTRUCTION ENTRANCE
GRAVEL (CABC)
TEMPORARY SKIMMER BASIN (TSB)
WITH BAFFLES PER DETAIL
OUTLET DISSIPATOR
INLET PROTECTION
CHECK DAM
SLOPE DRAIN
CHECK DAM
GRADED BMP
USED AS BASIN
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
CONSTRUCTION LIMITS/TREE PROTECTION FENCE
PIPE INLET PROTECTION
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PROJECT #:12 -4043 DATE: 02 -14 -2013
DRAWN BY: MB CHECKED BY: ET
TITLE
PRECONSTRUCTION
EROSION CONTROL
PLAN NORTH
SHEET
C2,
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PROJECT #:12 -4043 DATE: 02 -14 -2013
DRAWN BY: MB CHECKED BY: ET
TITLE
PRECONSTRUCTION
EROSION CONTROL
PLAN NORTH
SHEET
C2,

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0 20 40 80
( IN FEET )
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13 —SP -010
HTE #: 13 -0913
APPROVED BY THE TOWN OF CARY
DEVELOPMENT REVIEW COMMITTEE
PLANNER
Date
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TITLE
PRECONSTRUCTION
EROSION CONTROL
PLAN SOUTH
SHEET
C2,2
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TITLE
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PLAN SOUTH
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TITLE
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FOREVERHOME, LLC.
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Seedbed Preparation:
1. Chisel compacted areas and spread topsoil three inches deep over adverse soil conditions, if available.
2. Rip the entire area to six inches deep.
3. Remove all loose rock, roots and other obstructions, leaving surface reasonably smooth and uniform.
4. Apply agricultural lime, fertilizer and superphosphate uniformly and mix with soil (see mixture below).
5. Continue tillage until a well - pulverized, firm, reasonably uniform seedbed is prepared four to six inches
deep.
6.Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or cultipack after
seeding.
7. Mulch immediately after seeding and anchor mulch.
8. Inspect all seeded areas and make necessary repairs or reseedings within the planting season, if possible.
If stand should be more than 60% damaged, re- establish following the original lime, fertilizer and seeding
rates.
9. Consult S &EC Environmental Engineers on maintenance treatment and fertilization after permanent cover is
established.
Mixture
Agricultural Limestone 2 tons /acre (3 tons /acre in clay soils)
Fertilizer 1,000 Ibs /acre - 10 -10 -10
Superphosphate 500 Ibs /acre - 20% analysis
Mulch 2 tons /acre - small grain straw
Anchor Asphalt emulsion at 300 gals /acreSeeding Schedule
For Shoulders, Side Ditches, Slopes (Max 3:1):
Date Type Planting Rate
Aug 15 - Nov 1 Tall Fescue 300 Ibs /acre
Nov 1 - Mar 1 Tall Fescue & Abruzzi Rye 300 Ibs /acre
Mar 1 - Apr 15 Tall Fescue 300 Ibs /acre
Apr 15 -Jun 30 Hulled Common Bermudagrass 25 Ibs /acre
Jul 1- Aug 15 Tall Fescue AND Browntop Millet 125 LBS /ACRE (TALL FESCUE); 35
or Sorghum -Sudan Hybrids * ** LBS /ACRE (Browntop Millet); 30 Ibs /acre
(Sorghum -Sudan Hybrids)
For Shoulders, Side Ditches, Slopes (3:1 to 2:1):
Date Type Planting Rate
Mar 1 - Jun 1 Sericea Lespedeza (scarified) and use 50 Ibs /acre (Sericea Lespedeza);
the following combinations:
Mar 1 - Apr 15 Add Tall Fescue 120 Ibs /acre
Mar 1 - Jun 30 Or add Weeping Love grass 10 Ibs /acre
Mar 1 - Jun 30 Or add Hulled Common Bermudagrass 25 Ibs /acre
Jun 1 - Sept 1 Tall Fescue AND Browntop Mullet or 120 Ibs /acre (Tall Fescue);
Sorghum -Sudan Hybrids * ** 35 Ibs /acre (Browntop Mullet);
30 Ibs /acre (Sorghum -Sudan Hybrids)
Sept 1 - Mar 1 Sericea Lespedeza (unhulled - unscarified) 70 Ibs /acre (Sericea Lespedeza);
AND Tall Fescue 120 Ibs /acre (Tall Fescue)
Nov 1 - Mar 1 AND Abruzzi Rye 25 Ibs /acre
Consult S &EC Environmental Engineers for additional information concerning other alternatives for vegetation of
denuded areas. The above vegetation rates are those that do well under local conditions; other seeding rate
combinations are possible.
* ** TEMPORARY: Reseed according to optimum season for desired permanent vegetation. Do not allow
temporary cover to grow more than 12" in height before mowing; otherwise, fescue may be shaded out.
Falls Lake SB 1020 seeding and ground cover notes:
For an area of land- disturbing activity where grading activities have been completed, temporary or permanent
ground cover sufficient to restrain erosion shall be provided as soon as practicable, but in no case later than
seven days after completion of grading. For an area of land- disturbing activity where grading activities have
not been completed, temporary ground cover shall be provided as follows:
a. For an area with no slope, temporary ground cover shall be provided for the area if it has not been
disturbed for a period of 14 days.
b. For an area of moderate slope, temporary ground cover shall be provided for the area if it has not been
disturbed for a period of 10 days. For purposes of this subdivision, "moderate slope" means an inclined
area, the inclination of which is less than or equal to three units of horizontal distance to one unit of
vertical distance.
c. For an area of steep slope, temporary ground cover shall be provided for the area if it has not been
disturbed for a period of seven days.
For purposes of this subdivision, "steep slope" means an inclined area, the inclination of which is greater than
three units of horizontal distance to one unit of vertical distance.
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12" PERFORATED PVC
W/ #57 STONE
SKIMMER CONNECTION
12" PVC
RETAINING WALL CONSTRUCTION
SB -9/10 DYNAMIC BASIN DETAIL
The following maintenance plan shall be followed until the site is
completely stabilized after construction. During construction the
Contractor shall be responsible for inspection and maintenance of all
erosion and sediment control measures.
1. All erosion control measures shall be checked for stability and
operation following any rainfall producing runoff and at least once
every week. Any needed repairs shall be made immediately so
that all erosion control measures are maintained as designed.
2. All seeded areas will be fertilized, reseeded as necessary, and
mulched in accordance with the seeding specifications in order to
maintain a dense vegetative cover.
3. Sediment deposits shall be removed from silt fence after each
storm event or silt fence should be replaced. They must be removed
when deposits reach approx. half the height of the barrier. Any
sediment deposits remaining in place after the sediment fence is
removed shall be dressed to conform to the existing grade, prepared
and seeded.
4. Ground cover shall be established on exposed slopes within 15 days
following completion of any phase of grading. Permanent ground
cover for all disturbed areas shall be seeded within 15 working days
following completion of construction or development.
SEDIMENT TRAP SIZES
STRUCTURE
#
DRAINAGE
AREA
(AC)
DENUDED
AREA
(AC)
SIZE
(MINIMUM)
5.3
WEIR
LENGTH
(FT) **
VOLUME
REQUIRED
(CF)
VOLUME
PROVIDED
(CF)
sgft/cfs
Surface Area
Required
(ac)
Surface Area
Provided
(ac)
Detail
Top of Dam
Elevation
(ft)
WIDTH
(FT)
LENGTH
(FT)
DEPTH*
(FT)
SB -1 /BMP -1
2.0
2.0
35
70
6.0
10
3,600
34,980
325
0.039
0.190
BMP -1
BMP -1
SB -2 /BMP -2
2.7
2.7
40
80
6.0
10
4,932
19,986
325
0.054
0.140
BMP -2
BMP -2
2.6
10
0.084
135.4
SB -8 /BMP -8
31,272
3
1.5
0.084
104.0
SB -9
4,050
2
1
SB -4/BMP-4
4.5
4.5
40
80
6.0
10
8,100
20,850
325
0.089
0.180
BMP-4
BMP-4
SB -5 /BMP -5
1.1
1.1
35
70
6.0
10
1,980
10,722
325
0.022
0.059
BMP -5
BMP -5
SB -6/BMP-6
2.5
2.5
40
80
4.0
10
4,428
26,854
325
0.048
0.220
BMP-6
BMP-6
SB -7 /BMP -7
1.2
1.2
45
90
4.0
10
2,088
40,744
325
0.023
0.290
BMP -7
BMP -7
SB -8 /BMP -8
1.9
1.9
53
106
4.0
10
3,366
31,272
325
1 0.037
0.230
BMP -8
BMP -8
SB -9
1.0
1.0
30
60
4.0
10
1,800
4,050
325
0.020
0.041
SKIMMER
Dynamic
SB -10
3.0
3.0
40
80
4.0
10
5,400
7,200
325
0.059
0.073
SKIMMER
Dynamic
SB -11
1.0
1.0
25
50
4.0
10
1,764
2,813
325
0.019
0.029
SKIMMER
292
*INCLUDES 1' OF FREE BOARD. 1800SF /AC
** MINIMUM WEIR LENGTH = 4'
** *BASIN IS DYNAMIC WITH RAISING GRADES TOP ELEVATION IS INTIAL ELEVATION
STRUCTURE FLOWS G= 195
GIVEN: C: 0.5 Runoff Coefficient H= 22
I: 5.27 IN /HR (10 -YR STORM) I(Tc)= 15
H: 12 INCHES Intensity Duration Frequency Equation
Cw: 3
(MALCOM, ELEMENTS OF STORMWATER DESIGN)
L = Q /(Cw *H ^(3/2))
STRUCTURE
AREA
Q (CFS)
WEIR L (FT)
SB -1 /BMP -1
2.0
5.3
10
SB -2 /BMP -2
2.7
7.2
10
0
0.0
0.0
10
SB -4/BMP-4
4.5
11.9
10
SB -5 /BMP -5
1.1
2.9
10
SB -6/BMP-6
2.5
6.5
10
SB -7 /BMP -7
1.2
3.1
10
SB -8 /BMP -8
1.9
4.9
10
SB -9
1.0
2.6
10
SB -10
3.0
7.9
10
SB -11
1.0
2.6
10
Skimmer Sizing
4) co
Structure
Volume
(CF)
Pipe Size
(in)
Head
(in)
Flow
(cfs)
Time
(hours)
SB -1 /BMP -1
34,980
4
2
0.172
56.6
SB -2 /BMP -2
19,986
4
2
0.172
32.4
0
0
0.00
0.00
0.000
0.0
SB -4/BMP-4
20,850
4
2
0.172
33.8
SB -5 /BMP -5
10,722
6
3
0.473
6.3
SB -6/BMP-6
26,854
3
1.5
0.084
89.3
SB -7 /BMP -7
40,744
3
1.5
0.084
135.4
SB -8 /BMP -8
31,272
3
1.5
0.084
104.0
SB -9
4,050
2
1
0.030
37.1
S B -10
1 7,200
1 2
1
0.030
66.0
S B -11
2,813
2
1 1
0.030
25.8
Notes: 1) Based on Q= Cd *A *SQ(2GH), H =1/2 OUTLET HEIGHT
2) Draw down time to be 2 -3 days
Time
(days)
2.4
1.3
0.0
1.4
0.3
3.7
5.6
4.3
1.5
2.7
1.1
SEDIMENT BASIN TO RAISE
GRADING /EROSION CONTROL LEGEND
4) co
1"-40-
SILT FENCE W/ OUTLET SF
SF
TREE PROTECTION FENCE TPF
TPF
DIVERSION DITCH TD ->
TD ->
PROPOSED TREELINE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT TOWN OF CARY AND NCDOT STANDARD SPECIFICATIONS AND DETAILS.
PROP GRADES MINOR
THE CONTRACTOR, TO THE MAXIMUM EXTENT POSSIBLE, SHALL NOT REMOVE LARGE SPECIMEN TREES AT THE EDGES OF THE EASEMENTS, AND MINIMIZE DAMAGES TO TREES AT THE EDGES OF THE CONSTRUCTION CORRIDOR.
PROP GRADES MAJOR
CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL /DEMOLITION OF ALL EXISTING BUILDINGS, FOUNDATIONS, FENCE, DRAINAGE PIPING WITHIN THE REQUIRED CLEARING LIMITS, UNLESS NOTIFIED BY OWNER OR ENGINEER. DISPOSE ALL CONSTRUCTION
EXISTING TOPO MAJOR
EXISTING TOPO MINOR
CONSTRUCTION LIMITS
ALL REINFORCED CONCRETE STORMWATER PIPING SHALL BE CLASS III WITH PREFORMED GASKET UNLESS OTHERWISE SPECIFIED PIPE BETWEEN YARDS CAN BE REINFORCED CONCRETE OR HDPE PIPE.
CONSTRUCTION ENTRANCE
5.
ALL STORM DRAIN FRAMES AND GRATES SHALL BE STAMPED WITH " DRAINS TO RIVER" IN ACCORDANCE WITH TOWN OF CARY STANDARDS.
GRAVEL (CABC)
6.
ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETED. THE FENCING SHALL BE REMOVED PRIOR TO THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF OCCUPANCY (CO).
TEMPORARY SKIMMER BASIN (TSB)
7.
TEMPORARY DIVERSION DITCHES ARE TO BE MAINTAINED DAILY DURING CONSTRUCTION AS GRADING ACTIVITIES CONTINUE. DIVERSION DITCHES SHOWN ON THE PLAN ARE THE MINIMUM REQUIRED.
WITH BAFFLES PER DETAIL
8.
ESTABLISHMENT OF PERMANENT GROUND COVER IS REQUIRED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER.
OUTLET DISSIPATOR
GRADED BMP
TOPSOIL AND SUBSOIL STOCKPILE LOCATIONS SHALL BE IDENTIFIED ON SITE AS NEEDED. ANY OFF SITE LOCATIONS MUST BE COORDINATED WITH THE TOWN AND SUPPLEMENTAL EROSION CONTROL PLAN WILL BE REQUIRED FOR THESE AREAS.
USED AS BASIN
INLET PROTECTION
THIS PROJECT IS HIGH DENSITY AND THE WETLANDS AND BIORETENTION ARE SERVING AS WATERSHED PROTECTION.
CHECK DAM 6J
11.
SLOPE DRAIN - - - - -
W
CHECK DAM Li
THE PROJECT WILL MEET ALL REQUIREMENTS RELATIVE TO THE BEST MANAGEMENT PRACTICES AND ENGINEERED STORMWATER CONTROL STRUCTURES AS OUTLINED IN CHAPTER 4, PART 4.6 OF THE TOWN OF CARY LAND DEVELOPMENT ORDINANCE.
STREAM CROSSING CONSTRUCTION SEQUENCE:
1) CONTRACTOR TO INSTALL ALL DRAINAGE PIPING DURING A PERIOD
OF TWO DRY DAYS.
2) INSTALL TEMPORARY SEDIMENT TRAPS AND TEMPORARY
DIVERSIONS AS SHOWN ON THE PLANS. CLEAR ONLY AS REQUIRED
TO CONSTRUCT THESE DEVICES.
3) INSTALL TEMPORARY SILTFENCE AND SILT FENCE OUTLETS.
4) BEGIN PUMP AROUND.
5) CONSTRUCT PIPE FOLLOWING THE BEDDING DETAILS.
6) BEGIN CONSTRUCTION OF CIP CONCRETE HEADWALLS.
7) WHEN HEADWALLS ARE COMPLETED REMOVE PUMP AROUND
AND INSTALL REMAINING EROSION CONTROL STANDARDS.
8) MAINTAIN ALL EROSION CONTROL DEVICES AS SHOWN TO PREVENT
SEDIMENT ENTERING THE CULVERT.
9) IF PUMP AROUND CANNOT BE ACCOMPLISHED AND PIPE INSTALLED
A DRY 24 HOUR PERIOD THEN A TEMPORARY LINED CHANNEL WILL
NEED TO BE IN PLACE.
STREAM CROSSING DETAIL
4) co
1"-40-
3-0
GENERAL
NOTES:
0
1.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT TOWN OF CARY AND NCDOT STANDARD SPECIFICATIONS AND DETAILS.
2.
THE CONTRACTOR, TO THE MAXIMUM EXTENT POSSIBLE, SHALL NOT REMOVE LARGE SPECIMEN TREES AT THE EDGES OF THE EASEMENTS, AND MINIMIZE DAMAGES TO TREES AT THE EDGES OF THE CONSTRUCTION CORRIDOR.
3.
CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL /DEMOLITION OF ALL EXISTING BUILDINGS, FOUNDATIONS, FENCE, DRAINAGE PIPING WITHIN THE REQUIRED CLEARING LIMITS, UNLESS NOTIFIED BY OWNER OR ENGINEER. DISPOSE ALL CONSTRUCTION
DEMOLITION DEBRIS IN APPROVED LANDFILL.
4.
ALL REINFORCED CONCRETE STORMWATER PIPING SHALL BE CLASS III WITH PREFORMED GASKET UNLESS OTHERWISE SPECIFIED PIPE BETWEEN YARDS CAN BE REINFORCED CONCRETE OR HDPE PIPE.
5.
ALL STORM DRAIN FRAMES AND GRATES SHALL BE STAMPED WITH " DRAINS TO RIVER" IN ACCORDANCE WITH TOWN OF CARY STANDARDS.
6.
ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETED. THE FENCING SHALL BE REMOVED PRIOR TO THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF OCCUPANCY (CO).
7.
TEMPORARY DIVERSION DITCHES ARE TO BE MAINTAINED DAILY DURING CONSTRUCTION AS GRADING ACTIVITIES CONTINUE. DIVERSION DITCHES SHOWN ON THE PLAN ARE THE MINIMUM REQUIRED.
O
8.
ESTABLISHMENT OF PERMANENT GROUND COVER IS REQUIRED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER.
9.
TOPSOIL AND SUBSOIL STOCKPILE LOCATIONS SHALL BE IDENTIFIED ON SITE AS NEEDED. ANY OFF SITE LOCATIONS MUST BE COORDINATED WITH THE TOWN AND SUPPLEMENTAL EROSION CONTROL PLAN WILL BE REQUIRED FOR THESE AREAS.
10.
THIS PROJECT IS HIGH DENSITY AND THE WETLANDS AND BIORETENTION ARE SERVING AS WATERSHED PROTECTION.
M
11.
TREE PROTECTION FENCING WILL BE INSTALLED AND INSPECTED BEFORE THE GRADING PERMIT IS ISSUED.
W
12.
THE PROJECT WILL MEET ALL REQUIREMENTS RELATIVE TO THE BEST MANAGEMENT PRACTICES AND ENGINEERED STORMWATER CONTROL STRUCTURES AS OUTLINED IN CHAPTER 4, PART 4.6 OF THE TOWN OF CARY LAND DEVELOPMENT ORDINANCE.
13.
MAXIMUM FILL SLOPES ARE 3:1. MAXIMUM CUT SLOPES ARE 2.5:1. UNLESS AS NOTED.
14.
ALL CUT AND FILL SLOPES WILL BE STABILIZED WITHIN 15 DAYS OF ANY PHASE OF GRADING.
SB -9/10 CONSTRUCTION SEQUENCE
15.
THE SITE IS LOCATED WITHIN THE JORDAN LAKE WATERSHED, UPPER NEW HOPE BASIN.
4- N
16.
THE STREETS IN FRONT OF THE PROJECT WILL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION WILL BE REQUIRED.
1. INSTALL TREE PROTECTION, SILT FENCE, AND SILT FENCE OUTLET.
17.
BMPs WILL SERVE AS SEDIMENT BASINS DURING CONSTRUCTION.
2. INSTALL ALL SEDIMENT BASINS.
3. EXTEND SKIMMER OUTLET FOR SB -9/10 TO DISCHARGE OUTSIDE OF WALL
18.
CUT AND FILL SLOPES 2:1 OR GREATER SHALL BE STABILIZED WITH PERMANENT SLOPE RETENTION DEVICES OR A SUITABLE COMBINATION OF PLANTINGS AND RETENTION DEVICES. SLOPES GREATER THAN 3:1 SHALL NOT BE STABILIZED WITH TURF
FOUNDATION.
GRASS BUT MUST BE STABILIZED WITH VEGETATION THAT REQUIRES MINIMAL MAINTENANCE. WEEPING LOVE GRASS, RED FESCUE OR OTHER APPROVED VARIETY.
4. BUILD RETAINING WALL AND BEGIN SURROUNDING GRADING.
19.
LEVEL SPREADERS MUST BE LOCATED ON COMMON OPEN SPACE, HAVE AN ACCESS AND MAINTENANCE EASEMENTS LOCATED AROUND THEM AND INCLUDE AN OPERATIONS AND MAINTENANCE MANUAL AND A MAINTENANCE AGREEMENT.
5. WHEN WALL REACHES HEIGHT WHERE SURROUNDING GRADES TO SB -9 CAN
20.
INSTALLATION OF HDPE PIPES SHALL ADHERE TO SPECIFICATIONS OF ASTM D2321 AND BE CERTIFIED BY AN ENGINEER ACCORDING TO TOWN STANDARDS.
DRAIN TO SB -8, REMOVE SB -9. WHEN SURROUNDING GRADES TO SB -10 CAN
21.
RISER STRUCTURES AND BARRELS MUST BE ON SITE BEFORE GRADING PERMIT IS ISSUED.
13-SP-010
DRAIN TO SB4/5, REMOVE SB -10.
23.
TREE FENCING SHALL BE INSTALLED AND MAINTAINED BY CONTRACTOR.
PLUG SKIMMER DISCHARGE AND FILL IN SB -9/10 WHEN REMOVED.
24.
SLOPES 3:1 OR GREATER SHALL BE STABILIZED WITH FLEXTERRA PER MANUFACTURER'S INSTRUCTIONS OR APPROVED EQUAL. H TE #: 13-0913
6. BEGIN REMAINING CONSTRUCTION.
25.
NO WETLANDS ON SITE. APPROVED BY THE TOWN OF CARY
NOTE SB-4 DAM WILL NEED CONSTRUCTED TO THE BMP -4 DETAIL WHEN RETAINING
26.
GRADING PERMIT WILL NOT BE ISSUED UNTIL THE TOWN OF CARY HAS RECEIVED NOTIFICATION FROM THE ECOSYSTEM ENHANCEMENT PROGRAM DEVELOPMENT REVIEW COMMITTEE
WALL REACHES DESIGN HEIGHT.
OR AN APPROVED NUTRIENT OFFSET BANK.
(A
27.
SKIMMERS WILL BE ATTACHED TO PERMANENT BMP OUTLET STRUCTURES FOR EROSION CONTROL.
J
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PROJECT #:12 -4043 DATE: 02 -14 -2013
DRAWN BY: MB CHECKED BY: ET
TITLE
EROSION CONTROL
PLAN NOTES
SHEET
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REVISIONS
_T
PROJECT #:12 -4043 DATE: 02 -14 -2013
DRAWN BY: MB CHECKED BY: ET
TITLE
EROSION CONTROL
PLAN NOTES
SHEET
C206

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UNIT GFE FIFE BFE
1 317.73 318.98 310.98
2 318.4 319.65 311.65
3 318.73 319.98 311.98
4 319.41 320.65 312.65
5 320 321.25 313.25
6 319.93 321.18 313.18
7 320.64 321.31 -
8 320.97 321.64 -
9 321.79 322.46-
10 322 322.67-
11 322 322.67-
322 322.67 -
13 20.89 21.56 -
14 319.56 320.23-
15 317.9 318.57 -
16 316.39 317.06-
1 1 314.23 314.9 -
181 312.23 312.91-
312.23 312.9 -
20 308.22 308.89 -
21 306.22 306.89-
22 304.55 305.22 -
23 302.68 303.35 -
- 301.22 301.89 -
25 299.89 300.56-
26 299.89 300.56-
27 301.29 301.96-
303.29 303.96 -
29 305.29 305.96-
30 307.29 307.96-
31 309.29 309.96-
'J'a. 311.29 311.96 -
33 1 311.62 312.29-
34 314.34 315.01 -
35 316.34 317.01 -
36 318.34 319.01 -
37 320.01 320.68-
38 321.01 321.68-
39 322.34 323.01 -
40 322.34 323.01 -
41 321.04 321.71 -
42 320.71 321.38-
43 320.38 321.05 -
44 319.71 320.38 -
45 319.05 319.72-
46 319.05 319.72-
47 3187 319.12 -
48 316.78 317.451-
49 315.11 315.78-
315.11 315.78 -
51 308.58 309.25-
52 307.91 308.58-
015 316.91 15-11.001-
54 306.24 306.91 -
55 305.24 305.91 -
56 304.57
305.24-
303.57
304.24-
58 302.57 303.24 -
59 301.9 302.57-
60 301.9 302.57-
301.9 302.57 -
62 302.7 303.95 295.95
63 302.37 303.621 295.62
64 302.04 303.29 295.29
65 301.71 302.96 294.96
66 301.71 302.96 294.96
67 301.42 302.67 294.67
68 301.42 302.67 294.67
69 301.75 303 295
70 302.08 303.33 295.33
71 303.08 304.33 296.33
72 304.08 305.33 297.33
73 305.08 305.75 -
74 306.08 306.75 -
75
307.081 307.75-
0% MAX
N) -10% MAX
FIFE ELEVATIONS
UNIT GFE FIFE BFE
76 308.41 309.08-
77 308.41 309.08-
78 304.62 305.29-
79 303.95 305.2 297.2
80 303.28 304.53 296.53
81 303.28 304.53 296.53
82 306.88 308.13 300.13
83 307.58 308.83 300.83
84 307.88 309.13 301.13
85 307.88 308.55 -
86 307.21 307.88-
306.55 307.22 -
88 305.89 306.56-
89 305.89 306.56-
90 303.97 305.22 297.22
91 304.3 305.55 297.55
92 304.63 305.3 -
93 305.43 306.1 -
94 306.14 306.81 -
95 306.97 307.64-
96 306.97 307.64-
97 307.46 308.13 -
98 307.8 308.47-
99 307.8 308.47-
100 307.46 308.13 -
101 307.13 307.8 -
102 306.67 307.34-
306.00 306.67-
305.51 306.18-
105 304.67 305.34-
106 304.34 305.01 -
107 303.83 304.5-
108 304.5 305.17-
305.34 306.01 -
110 306.5 307.17 -
111 306.83 307.5-
112 308.27 308.94-
113 309.93 310.6 -
114 311.26 311.93.-
115 313.43 314.1 -
116 315.26 315.93 -
117 315.59 316.26-
118 329.7 330.37 -
119 329.7 330.37.-
120 329.7 330.37-
121 329.53 330.2-
122 328.04 328.71 -
123 328.04 328.71 -
124 325.1 325.77 -
125 324.1 324.77-
126 322.76 323.43-
127 321.1 321.77-
321.1 322.35 314.35
129 315.97 316.64 -
130 315.63 316.3 -
131 315.3 315.97 -
132 319.56 320.23-
.-- 321.56 322.23 -
134 323.23 323.9 -
135 325.23 325.9-
136 325.23 325.9-
137 327.54 328.211-
138 328.54 329.21 -
139 329.54 330.21 -
140 330.2 330.87-
. .. 330.2 330.87-
142 330.2 330.87 -
143 328.63 329.3-
144 327.3 327.97-
145 325.63 326.3-
146 325.63 326.3 -
147 322.47 323.72 315.72
148 320.81 322.06 314.06
149 319.81 321.06 313.06
150 319.81 321.06 313.06
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EXISTING20'SS - / ✓ // 02� o 88 -1 NOTE: IF THERE WILL BE A TRASH
95
EASEMENT I
COMPACTOR ON THE SITE A CONNECTION
PB 2003 PG 1504
TO SANITARY SEWER AND A COVERED
SxRcE
,. �` E B BUFFr-q zss 4.
-.
.......................
I
DUMPSTER SITE WILL BE ♦ i
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9
r,►.
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APPROVED BY THE TOWN OF CARY
DEVELOPMENT REVIEW COMMITTEE
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PLANNER
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REVISIONS
PROJECT #:12 -4043 DATE: 02 -14 -2013
DRAWN BY: MB CHECKED BY: ET
TITLE
OVERALL
GRADING PLAN
SHEET
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UNIT GFE FIFE BFE
1 317.73 318.98 310.98
2 318.4 319.65 311.65
3 318.73 319.98 311.98
4 319.41 320.65 312.65
5 320 321.25 313.25
6 319.93 321.18 313.18
7 320.64 321.31 -
8 320.97 321.64 -
9 321.79 322.46-
10 322 322.67-
11 322 322.67-
322 322.67 -
13 20.89 21.56 -
14 319.56 320.23-
15 317.9 318.57 -
16 316.39 317.06-
1 1 314.23 314.9 -
181 312.23 312.91-
312.23 312.9 -
20 308.22 308.89 -
21 306.22 306.89-
22 304.55 305.22 -
23 302.68 303.35 -
- 301.22 301.89 -
25 299.89 300.56-
26 299.89 300.56-
27 301.29 301.96-
303.29 303.96 -
29 305.29 305.96-
30 307.29 307.96-
31 309.29 309.96-
'J'a. 311.29 311.96 -
33 1 311.62 312.29-
34 314.34 315.01 -
35 316.34 317.01 -
36 318.34 319.01 -
37 320.01 320.68-
38 321.01 321.68-
39 322.34 323.01 -
40 322.34 323.01 -
41 321.04 321.71 -
42 320.71 321.38-
43 320.38 321.05 -
44 319.71 320.38 -
45 319.05 319.72-
46 319.05 319.72-
47 3187 319.12 -
48 316.78 317.451-
49 315.11 315.78-
315.11 315.78 -
51 308.58 309.25-
52 307.91 308.58-
015 316.91 15-11.001-
54 306.24 306.91 -
55 305.24 305.91 -
56 304.57
305.24-
303.57
304.24-
58 302.57 303.24 -
59 301.9 302.57-
60 301.9 302.57-
301.9 302.57 -
62 302.7 303.95 295.95
63 302.37 303.621 295.62
64 302.04 303.29 295.29
65 301.71 302.96 294.96
66 301.71 302.96 294.96
67 301.42 302.67 294.67
68 301.42 302.67 294.67
69 301.75 303 295
70 302.08 303.33 295.33
71 303.08 304.33 296.33
72 304.08 305.33 297.33
73 305.08 305.75 -
74 306.08 306.75 -
75
307.081 307.75-
0% MAX
N) -10% MAX
FIFE ELEVATIONS
UNIT GFE FIFE BFE
76 308.41 309.08-
77 308.41 309.08-
78 304.62 305.29-
79 303.95 305.2 297.2
80 303.28 304.53 296.53
81 303.28 304.53 296.53
82 306.88 308.13 300.13
83 307.58 308.83 300.83
84 307.88 309.13 301.13
85 307.88 308.55 -
86 307.21 307.88-
306.55 307.22 -
88 305.89 306.56-
89 305.89 306.56-
90 303.97 305.22 297.22
91 304.3 305.55 297.55
92 304.63 305.3 -
93 305.43 306.1 -
94 306.14 306.81 -
95 306.97 307.64-
96 306.97 307.64-
97 307.46 308.13 -
98 307.8 308.47-
99 307.8 308.47-
100 307.46 308.13 -
101 307.13 307.8 -
102 306.67 307.34-
306.00 306.67-
305.51 306.18-
105 304.67 305.34-
106 304.34 305.01 -
107 303.83 304.5-
108 304.5 305.17-
305.34 306.01 -
110 306.5 307.17 -
111 306.83 307.5-
112 308.27 308.94-
113 309.93 310.6 -
114 311.26 311.93.-
115 313.43 314.1 -
116 315.26 315.93 -
117 315.59 316.26-
118 329.7 330.37 -
119 329.7 330.37.-
120 329.7 330.37-
121 329.53 330.2-
122 328.04 328.71 -
123 328.04 328.71 -
124 325.1 325.77 -
125 324.1 324.77-
126 322.76 323.43-
127 321.1 321.77-
321.1 322.35 314.35
129 315.97 316.64 -
130 315.63 316.3 -
131 315.3 315.97 -
132 319.56 320.23-
.-- 321.56 322.23 -
134 323.23 323.9 -
135 325.23 325.9-
136 325.23 325.9-
137 327.54 328.211-
138 328.54 329.21 -
139 329.54 330.21 -
140 330.2 330.87-
. .. 330.2 330.87-
142 330.2 330.87 -
143 328.63 329.3-
144 327.3 327.97-
145 325.63 326.3-
146 325.63 326.3 -
147 322.47 323.72 315.72
148 320.81 322.06 314.06
149 319.81 321.06 313.06
150 319.81 321.06 313.06
Al 11 L �6 '-I-- 98
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24 � L r I
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PROJECT #:12 -4043 DATE: 02 -14 -2013
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SHEET
C3.0
0% MAX
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FIFE ELEVATIONS
UNIT GFE FIFE BFE
76 308.41 309.08-
77 308.41 309.08-
78 304.62 305.29-
79 303.95 305.2 297.2
80 303.28 304.53 296.53
81 303.28 304.53 296.53
82 306.88 308.13 300.13
83 307.58 308.83 300.83
84 307.88 309.13 301.13
85 307.88 308.55 -
86 307.21 307.88-
306.55 307.22 -
88 305.89 306.56-
89 305.89 306.56-
90 303.97 305.22 297.22
91 304.3 305.55 297.55
92 304.63 305.3 -
93 305.43 306.1 -
94 306.14 306.81 -
95 306.97 307.64-
96 306.97 307.64-
97 307.46 308.13 -
98 307.8 308.47-
99 307.8 308.47-
100 307.46 308.13 -
101 307.13 307.8 -
102 306.67 307.34-
306.00 306.67-
305.51 306.18-
105 304.67 305.34-
106 304.34 305.01 -
107 303.83 304.5-
108 304.5 305.17-
305.34 306.01 -
110 306.5 307.17 -
111 306.83 307.5-
112 308.27 308.94-
113 309.93 310.6 -
114 311.26 311.93.-
115 313.43 314.1 -
116 315.26 315.93 -
117 315.59 316.26-
118 329.7 330.37 -
119 329.7 330.37.-
120 329.7 330.37-
121 329.53 330.2-
122 328.04 328.71 -
123 328.04 328.71 -
124 325.1 325.77 -
125 324.1 324.77-
126 322.76 323.43-
127 321.1 321.77-
321.1 322.35 314.35
129 315.97 316.64 -
130 315.63 316.3 -
131 315.3 315.97 -
132 319.56 320.23-
.-- 321.56 322.23 -
134 323.23 323.9 -
135 325.23 325.9-
136 325.23 325.9-
137 327.54 328.211-
138 328.54 329.21 -
139 329.54 330.21 -
140 330.2 330.87-
. .. 330.2 330.87-
142 330.2 330.87 -
143 328.63 329.3-
144 327.3 327.97-
145 325.63 326.3-
146 325.63 326.3 -
147 322.47 323.72 315.72
148 320.81 322.06 314.06
149 319.81 321.06 313.06
150 319.81 321.06 313.06
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Pre -Post Development Analysis Point 1'
Total Site Area 25.88 ac
Pre - Development
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1 -Yr SCS
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REVISIONS
PROJECT #:12 -4043 DATE: 02 -14 -2013
DRAWN BY: MB CHECKED BY: ET
TITLE
NITROGEN
CONTROL PLAN
SHEET
C400
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REVISIONS
PROJECT #:12 -4043 DATE: 02 -14 -2013
DRAWN BY: MB CHECKED BY: ET
TITLE
NITROGEN
CONTROL PLAN
SHEET
C400

i
I
BM 3
BIC ETE TIU
I
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IYI
3/8- 0 PERFORATION
OUTLET AREA
2.65 IN '/FT MIN.
45'
•
PERFORATION DETAIL
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STORM ELEVATIONS (ft)
Bioretention 10 -YR Storm Velocities
2 -Y R
5 -Y R
10 -Y R
100 -Y R
308.2
308.23
308.25
308.30
301.14
301.16
301.19
301.25
299.19
299.21
299.22
299.27
292.01
292.13
292.22
292.46
290.66
290.67
290.68
290.71
294.00
294.15
294.28
294.67
297.06
297.26
297.26
297.52
307.86
308.23
308.23
308.67
- 85X -88X SAND (USDA SOIL TEXTURAL CLASSIFICATION)
BX -12X FINES (SILT AND CLAY)
\ - 3X -5X ORGANIC MATTER (PEAT MOSS)
CONTRACTOR SHALL PROVIDE MIX TO ENGINEER PRIOR TO INSTALLATION.
3. FILTER MEDIA SHALL MEET THE FOLLOWING CRITERIA
- P- INDEXi 10 - 30
- PERMEABILITYi 1 -3 IN /HR
THE CONTRACTOR SHALL PROVIDE INFILTRATION TEST TO THE ENGINEER FOR REVIEW.
4. SOIL SHALL BE PLACED IN LIFTS LESS THAN 18 INCHES AND
LIGHTLY COMPACTED (MINIMAL COMPACTION EFFORT) WITH A HAND - OPERATED LANDSCAPE ROLLER.
BIORETENTION CONSTRUCTION SEQUENCE
1) CONSTRUCT BIORETENTION AREA AS TEMPORARY SEDIMENT BASIN TO BOTTOM
SAND ELEVATION AS SHOWN IN DETAIL FOLLOW CITY OF RALEIGH STANDARD DETAIL
FOR TEMPORARY SEDIMENT TRAP. FOLLOWING EROSION CONTROL CONSTRUCTION SEQUENCE.
2) CONSTRUCT OUTFALL STRUCTURE WHEN REMAINING STORMWATER SYSTEM IS IN PLACE.
WHEN OUTFALL STRUCTURE IS COMPLETED TEMPORARILY PLUG 6- INVERTS AND /OR
INSTALL SKIMMER PER SKIMMER SIZE TABLE.
3) WHEN SITE CONSTRUCTION IS COMPLETED AND DISTURBED AREAS ARE
ESTABLISHED WITH VEGETATION BEGIN INSTALLATION OF SAND MIXTURE AND
PERFORATED PIPE DRAINS.
A) REMOVE ALL ACCUMULATED SEDIMENT FROM BIORETENTION BMP.
B) SAND MIXTURE TO BE PLACED LOOSELY DO NOT COMPACT WITH
CONSTRUCTION EQUIPMENT.
4) WHEN FINAL SAND ELEVATION BECOMES ESTABLISHED INSTALL HARDWOOD
MULCH. SATURATE HARDWOOD MULCH TO REDUCE HARDWOOD MULCH FLOTATION
AT NEXT RAIN EVENT.
5) BEGIN INSTALLATION OF PLANTINGS AND SOD PER DETAIL
FILTER FABRIC DETAIL
(OR FOLLOW MANUFACTURE RECOMMENDATIONS)
GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 inch = 20 ft.
13 -SP -010
HTE #: 13 -0913
APPROVED BY THE TOWN OF CARY
DEVELOPMENT REVIEW COMMITTEE
PLANNER Date
Bioretention 10 -YR Storm Velocities
BIORETENTION DIMENSIONS /ELEVATIONS (FT)
Flow (cfs)
Width (ft)
Depth (ft)
Velocity (ft /s)
BMP -1 FES 1
1.53
21
0.1
0.73
BMP -1 FES 8
5.47
26
0.21
1.0
BMP -2 FES 12
6.3
24
0.26
1.0
BMP -3 FES 66
5.03
26
0.2
0.97
BMP -4 FES 79
19.69
1 20
1
0.98
BMP -5 FES 58
0.86
1 18
0.09
0.53
- 85X -88X SAND (USDA SOIL TEXTURAL CLASSIFICATION)
BX -12X FINES (SILT AND CLAY)
\ - 3X -5X ORGANIC MATTER (PEAT MOSS)
CONTRACTOR SHALL PROVIDE MIX TO ENGINEER PRIOR TO INSTALLATION.
3. FILTER MEDIA SHALL MEET THE FOLLOWING CRITERIA
- P- INDEXi 10 - 30
- PERMEABILITYi 1 -3 IN /HR
THE CONTRACTOR SHALL PROVIDE INFILTRATION TEST TO THE ENGINEER FOR REVIEW.
4. SOIL SHALL BE PLACED IN LIFTS LESS THAN 18 INCHES AND
LIGHTLY COMPACTED (MINIMAL COMPACTION EFFORT) WITH A HAND - OPERATED LANDSCAPE ROLLER.
BIORETENTION CONSTRUCTION SEQUENCE
1) CONSTRUCT BIORETENTION AREA AS TEMPORARY SEDIMENT BASIN TO BOTTOM
SAND ELEVATION AS SHOWN IN DETAIL FOLLOW CITY OF RALEIGH STANDARD DETAIL
FOR TEMPORARY SEDIMENT TRAP. FOLLOWING EROSION CONTROL CONSTRUCTION SEQUENCE.
2) CONSTRUCT OUTFALL STRUCTURE WHEN REMAINING STORMWATER SYSTEM IS IN PLACE.
WHEN OUTFALL STRUCTURE IS COMPLETED TEMPORARILY PLUG 6- INVERTS AND /OR
INSTALL SKIMMER PER SKIMMER SIZE TABLE.
3) WHEN SITE CONSTRUCTION IS COMPLETED AND DISTURBED AREAS ARE
ESTABLISHED WITH VEGETATION BEGIN INSTALLATION OF SAND MIXTURE AND
PERFORATED PIPE DRAINS.
A) REMOVE ALL ACCUMULATED SEDIMENT FROM BIORETENTION BMP.
B) SAND MIXTURE TO BE PLACED LOOSELY DO NOT COMPACT WITH
CONSTRUCTION EQUIPMENT.
4) WHEN FINAL SAND ELEVATION BECOMES ESTABLISHED INSTALL HARDWOOD
MULCH. SATURATE HARDWOOD MULCH TO REDUCE HARDWOOD MULCH FLOTATION
AT NEXT RAIN EVENT.
5) BEGIN INSTALLATION OF PLANTINGS AND SOD PER DETAIL
FILTER FABRIC DETAIL
(OR FOLLOW MANUFACTURE RECOMMENDATIONS)
GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 inch = 20 ft.
13 -SP -010
HTE #: 13 -0913
APPROVED BY THE TOWN OF CARY
DEVELOPMENT REVIEW COMMITTEE
PLANNER Date
co
BIORETENTION DIMENSIONS /ELEVATIONS (FT)
L
DRAINING TO THE BIORETENTION AREA SHALL BE STABILIZED
BEFORE CONVERSION OF BMP.
BMP NO
A
B
C
D
E
F
G*
H
I
J
SHWT
BMP -1
307
308
306
302.25
TABLE
6'X6'
4'
309
306.75
302.58
295
BMP -2
300
301
299
295.25
TABLE
6'X6'
4'
302
299.75
295.58
287
BMP -3
298
299
297
293.25
TABLE
6'X6'
6'
300
297.75
293.58
275
BMP -4 1
290 1
291
1 289
285.25
1 TABLE
6'X6'
6'
292
1 289.75 1
285.58 1
274
BMP -5
289.6
290.6
288.6
284.85
TABLE
4'X4'
4'
291.6
289.35
285.18
278
- 85X -88X SAND (USDA SOIL TEXTURAL CLASSIFICATION)
BX -12X FINES (SILT AND CLAY)
\ - 3X -5X ORGANIC MATTER (PEAT MOSS)
CONTRACTOR SHALL PROVIDE MIX TO ENGINEER PRIOR TO INSTALLATION.
3. FILTER MEDIA SHALL MEET THE FOLLOWING CRITERIA
- P- INDEXi 10 - 30
- PERMEABILITYi 1 -3 IN /HR
THE CONTRACTOR SHALL PROVIDE INFILTRATION TEST TO THE ENGINEER FOR REVIEW.
4. SOIL SHALL BE PLACED IN LIFTS LESS THAN 18 INCHES AND
LIGHTLY COMPACTED (MINIMAL COMPACTION EFFORT) WITH A HAND - OPERATED LANDSCAPE ROLLER.
BIORETENTION CONSTRUCTION SEQUENCE
1) CONSTRUCT BIORETENTION AREA AS TEMPORARY SEDIMENT BASIN TO BOTTOM
SAND ELEVATION AS SHOWN IN DETAIL FOLLOW CITY OF RALEIGH STANDARD DETAIL
FOR TEMPORARY SEDIMENT TRAP. FOLLOWING EROSION CONTROL CONSTRUCTION SEQUENCE.
2) CONSTRUCT OUTFALL STRUCTURE WHEN REMAINING STORMWATER SYSTEM IS IN PLACE.
WHEN OUTFALL STRUCTURE IS COMPLETED TEMPORARILY PLUG 6- INVERTS AND /OR
INSTALL SKIMMER PER SKIMMER SIZE TABLE.
3) WHEN SITE CONSTRUCTION IS COMPLETED AND DISTURBED AREAS ARE
ESTABLISHED WITH VEGETATION BEGIN INSTALLATION OF SAND MIXTURE AND
PERFORATED PIPE DRAINS.
A) REMOVE ALL ACCUMULATED SEDIMENT FROM BIORETENTION BMP.
B) SAND MIXTURE TO BE PLACED LOOSELY DO NOT COMPACT WITH
CONSTRUCTION EQUIPMENT.
4) WHEN FINAL SAND ELEVATION BECOMES ESTABLISHED INSTALL HARDWOOD
MULCH. SATURATE HARDWOOD MULCH TO REDUCE HARDWOOD MULCH FLOTATION
AT NEXT RAIN EVENT.
5) BEGIN INSTALLATION OF PLANTINGS AND SOD PER DETAIL
FILTER FABRIC DETAIL
(OR FOLLOW MANUFACTURE RECOMMENDATIONS)
GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 inch = 20 ft.
13 -SP -010
HTE #: 13 -0913
APPROVED BY THE TOWN OF CARY
DEVELOPMENT REVIEW COMMITTEE
PLANNER Date
co
L
DRAINING TO THE BIORETENTION AREA SHALL BE STABILIZED
BEFORE CONVERSION OF BMP.
2. FILTER MEDIA MIXTURE SHALL CONSIST
OF THE
FOLLOWING OR EQUIVALENT SUBJECT TG
/
COUNTY REVIEW AND APPROVAL, FILTER
MEDIA
AND SECTION
PER NC DWQ BMP MANUAL,
- 85X -88X SAND (USDA SOIL TEXTURAL CLASSIFICATION)
BX -12X FINES (SILT AND CLAY)
\ - 3X -5X ORGANIC MATTER (PEAT MOSS)
CONTRACTOR SHALL PROVIDE MIX TO ENGINEER PRIOR TO INSTALLATION.
3. FILTER MEDIA SHALL MEET THE FOLLOWING CRITERIA
- P- INDEXi 10 - 30
- PERMEABILITYi 1 -3 IN /HR
THE CONTRACTOR SHALL PROVIDE INFILTRATION TEST TO THE ENGINEER FOR REVIEW.
4. SOIL SHALL BE PLACED IN LIFTS LESS THAN 18 INCHES AND
LIGHTLY COMPACTED (MINIMAL COMPACTION EFFORT) WITH A HAND - OPERATED LANDSCAPE ROLLER.
BIORETENTION CONSTRUCTION SEQUENCE
1) CONSTRUCT BIORETENTION AREA AS TEMPORARY SEDIMENT BASIN TO BOTTOM
SAND ELEVATION AS SHOWN IN DETAIL FOLLOW CITY OF RALEIGH STANDARD DETAIL
FOR TEMPORARY SEDIMENT TRAP. FOLLOWING EROSION CONTROL CONSTRUCTION SEQUENCE.
2) CONSTRUCT OUTFALL STRUCTURE WHEN REMAINING STORMWATER SYSTEM IS IN PLACE.
WHEN OUTFALL STRUCTURE IS COMPLETED TEMPORARILY PLUG 6- INVERTS AND /OR
INSTALL SKIMMER PER SKIMMER SIZE TABLE.
3) WHEN SITE CONSTRUCTION IS COMPLETED AND DISTURBED AREAS ARE
ESTABLISHED WITH VEGETATION BEGIN INSTALLATION OF SAND MIXTURE AND
PERFORATED PIPE DRAINS.
A) REMOVE ALL ACCUMULATED SEDIMENT FROM BIORETENTION BMP.
B) SAND MIXTURE TO BE PLACED LOOSELY DO NOT COMPACT WITH
CONSTRUCTION EQUIPMENT.
4) WHEN FINAL SAND ELEVATION BECOMES ESTABLISHED INSTALL HARDWOOD
MULCH. SATURATE HARDWOOD MULCH TO REDUCE HARDWOOD MULCH FLOTATION
AT NEXT RAIN EVENT.
5) BEGIN INSTALLATION OF PLANTINGS AND SOD PER DETAIL
FILTER FABRIC DETAIL
(OR FOLLOW MANUFACTURE RECOMMENDATIONS)
GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 inch = 20 ft.
13 -SP -010
HTE #: 13 -0913
APPROVED BY THE TOWN OF CARY
DEVELOPMENT REVIEW COMMITTEE
PLANNER Date
PRELIMINARY NOT
RELEASED FOR
CONSTRUCTION
U)
LL W z v
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0 w � CAD
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REVISIONS
PROJECT #:12 -4043 DATE: 02 -14 -2013
DRAWN BY: MB CHECKED BY: ET
TITLE
BMP #1, #2, #3
DETAIL
SHEET
C401
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CONSTRUCTION
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m
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REVISIONS
PROJECT #:12 -4043 DATE: 02 -14 -2013
DRAWN BY: MB CHECKED BY: ET
TITLE
BMP #1, #2, #3
DETAIL
SHEET
C401

N
I
-- _ -
-�' ACCESS MANHOLE
60" HDPE PIP AT EACH END
v'_JB_#75
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r*A1A.j
rc,
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-_ BMP-4
\ 29 29
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BMP -1 FES 1
1.53
/
0.1
0.73
BMP -1 FES 8
5.47
26
0.21
J
C
N
0
N
N
GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 inch = 20 ft.
BMP 4/5 TO FOLLOW SECTION
ON SHEET C4.1
r_ROn�
STORM ELEVATIONS (ft)
Bioretention 10 -YR Storm Velocities
Flow (cfs) Width (ft) Depth (ft)
Velocity (ft /s)
BMP -1 FES 1
1.53
21
0.1
0.73
BMP -1 FES 8
5.47
26
0.21
1.0
BMP -2 FES 12
6.3
24
0.26
1.0
BMP -3 FES 66
5.03
26
0.2
0.97
BMP-4 FES 79
19.69
20
1
0.98
BMP -5 FES 58
0.86
18
0.09
0.53
r_ROn�
STORM ELEVATIONS (ft)
4) co
2 -YR
5 -YR
10 -YR
100 -YR
308.2
308.23
308.25
308.30
301.14
301.16
301.19
301.25
299.19
299.21
299.22
299.27
292.01
292.13
292.22
292.46
290.66
1 290.67
290.68
290.71
294.00
294.15
294.28
294.67
297.06
297.26
297.26
297.52
307.86
308.23
308.23
308.67
f1D()D IKII CT AAArI C
JB84 STRUCTURE WITH WEIR
LINE TABLE
4) co
BIORETENTION DIMENSIONS /ELEVATIONS (FT)
3-0
LinelD
LineSize
Length
Slope
MATERIAL
NOTES
D
(in)
(ft)
( %)
H
I
BMP -1 Outfall
24
31
1.61
RCP
O -RING
BMP -2 Outfall
24
31
1.61
RCP
O -RING
BMP -3 Outfall
24
31
0.50
RCP
O -RING
BMP-4 Outfall
24
53
2.83
RCP
O -RING WITH EXTERNAL WRAP
295.58
287
BMP -3
298
299
SOIUSILT TIGHT
BMP -5 Outfall
24
31
1 0.50
RCP
O -RING
J� 80,x\
�9 295 9
r
72 I \' �� , ell
X93
r
70 ,,� f
7
l_I'v
69 I 00
I SEE SHEET C9.1 -C9.6 FOR PIPE STORAGE AND BMP OUTFALL INVERT STRUCTURE DETAIL INFORMATION
NCDOT 840.02 - CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
NCDOT 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
` NCDOT 840.31 CONCRETE JUNCTION BOX W/ 840.54 MANHOLE COVER AND FRAME
68
��_- FES - CONCRETE FLARED END SECTION
I NOTES:
I 1) RIM ELEV.= TOP OF CURB FOR Cl, GRATE FOR DI, RIM FOR JB
I 2) PROTECT INLETS WITH INLET PROTECTION AND PIPE INLET PROTECTION
3) SEE BMP DETAIL SHEETS FOR RISER INFORMATION
4) RCP - REINFORCED CONCRETE PIPE WITH RUBBER GASKET PER ASTM C- 76/655
5) HDPE- DOUBLE WALL POLYETHYLENE PIPE ADS /HANCOR N -12 OR EQUIVALENT
6) ALL ROOF DRAINAGE SHALL BE CONNECTED TO STORM SEWER VIA HEADER PIPE. COORDINATE DOWNSPOUT
LOCATIONS WITH ARCHITECTURAL PLANS. PIPE SIZE FROM BUILDING TO
HEADER SHALL BE 8" FOR THE RETAIL SHOPS. ANCHOR PIPE SIZE TO HEADER PER PLAN.
DS TO HEADER= PIPE SIZE FROM ROOF DOWNSPOUT TO ROOF HEADER.
7) JOINTS IN CONCRETE PIPE WHERE THE INVERT IS BELOW THE PERMANENT WATER ELEVATION OF THE RECEIVING
STORMWATER DETENTION DEVICE SHALL BE CONSTRUCTED AS A WATER TIGHT SEAL PER ASTM C -877
8) JOINTS IN HDPE PIPE WHERE THE INVERT IS BELOW THE PERMANENT WATER ELEVATION OF THE RECEIVING
STORMWATER DETENTION DEVICE SHALL BE CONSTRUCTED AS A WATER TIGHT SEAL PER ASTM CD3212.
9) ALL STORMWATER PIPING AND UNDERGROUND STORAGE SYSTEMS SHALL BE CLEANED AND FLUSHED
OF ALL ACCUMULATED SEDIMENTAT TIME OF STORMWATER ASBUILT DOCUMENTATION AND CO.
10) PIPE RUN TABLE DOES NOT INCLUDE ROOF LEADER PIPE.
11) HDPE /RCP TO BE PLACED WITH MINIMUM COVER PER MANUFACTURE REQUIREMENTS.
SECTION
NOTES:
1. EITHER SOLID BRICK, SOLID BLOCK, OR PRECAST CONCRETE MAY BE USED.
2. GRATED INLETS SHALL NOT BE USED WITHIN TRAVEL AREAS.
3. STANDARD STEPS REQUIRED ® 16 INCHES O.C. WHERE DEPTH EXCEEDS 3 FEET.
5. WHERE STEPS ARE REQUIRED, USE OF PRECAST CONCRETE SLAB SHALL BE
USED AS TOP AND GRATE POSITIONED OVER STEPS.
3
NOT TO SCALE
13 -SP -010
HTE #: 13 -0913
APPROVED BY THE TOWN OF CARY
DEVELOPMENT REVIEW COMMITTEE
PLANNER Date
LO
4) co
BIORETENTION DIMENSIONS /ELEVATIONS (FT)
3-0
BMP NO
A
B
C
D
E
F
G*
H
I
J
SHWT
BMP -1
307
308
306
302.25
TABLE
6'1
4'
309
306.75
302.58
295
BMP -2
300
301
299
295.25
TABLE
6'1
4'
302
299.75
295.58
287
BMP -3
298
299
297
293.25
TABLE
6'1
6'
300
297.75
293.58
275
BMP -4
290
291
289
285.25
TABLE
6'1
6'
292
289.75
285.58
274
BMP -5
289.6
290.6
288.6
284.85
TABLE
4'1
4'
291.6
289.35
285.18
278
HEADER SHALL BE 8" FOR THE RETAIL SHOPS. ANCHOR PIPE SIZE TO HEADER PER PLAN.
DS TO HEADER= PIPE SIZE FROM ROOF DOWNSPOUT TO ROOF HEADER.
7) JOINTS IN CONCRETE PIPE WHERE THE INVERT IS BELOW THE PERMANENT WATER ELEVATION OF THE RECEIVING
STORMWATER DETENTION DEVICE SHALL BE CONSTRUCTED AS A WATER TIGHT SEAL PER ASTM C -877
8) JOINTS IN HDPE PIPE WHERE THE INVERT IS BELOW THE PERMANENT WATER ELEVATION OF THE RECEIVING
STORMWATER DETENTION DEVICE SHALL BE CONSTRUCTED AS A WATER TIGHT SEAL PER ASTM CD3212.
9) ALL STORMWATER PIPING AND UNDERGROUND STORAGE SYSTEMS SHALL BE CLEANED AND FLUSHED
OF ALL ACCUMULATED SEDIMENTAT TIME OF STORMWATER ASBUILT DOCUMENTATION AND CO.
10) PIPE RUN TABLE DOES NOT INCLUDE ROOF LEADER PIPE.
11) HDPE /RCP TO BE PLACED WITH MINIMUM COVER PER MANUFACTURE REQUIREMENTS.
SECTION
NOTES:
1. EITHER SOLID BRICK, SOLID BLOCK, OR PRECAST CONCRETE MAY BE USED.
2. GRATED INLETS SHALL NOT BE USED WITHIN TRAVEL AREAS.
3. STANDARD STEPS REQUIRED ® 16 INCHES O.C. WHERE DEPTH EXCEEDS 3 FEET.
5. WHERE STEPS ARE REQUIRED, USE OF PRECAST CONCRETE SLAB SHALL BE
USED AS TOP AND GRATE POSITIONED OVER STEPS.
3
NOT TO SCALE
13 -SP -010
HTE #: 13 -0913
APPROVED BY THE TOWN OF CARY
DEVELOPMENT REVIEW COMMITTEE
PLANNER Date
LO
PRELIMINARY NOT
RELEASED FOR
CONSTRUCTION
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REVISIONS
PROJECT #:12 -4043 DATE: 02 -14 -2013
DRAWN BY: MB CHECKED BY: ET
TITLE
B M P#4, #5
DETAIL
SHEET
C402
4) co
3-0
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LL
REVISIONS
PROJECT #:12 -4043 DATE: 02 -14 -2013
DRAWN BY: MB CHECKED BY: ET
TITLE
B M P#4, #5
DETAIL
SHEET
C402

:V
o-
J
n
n
J
a
o-
HE D L/ BAY
� C D 38.8
9 �
Lo
- - L 296 296 2gs C-0 B #62 0
_ -- no m
-- -
V
TYPE
-__
STORM ELEVATIONS
(ft)
TO
2 -YR
5 -YR
10 -YR
100 -YR
308.2
308.23
308.25
308.30
301.14
301.16
301.19
301.25
299.19
299.21
299.22
299.27
292.01
1 292.13
292.22
292.46
290.66
290.67
290.68
290.71
294.00
294.15
294.28
294.67
297.06
297.26
297.26
297.52
307.86
308.23
1 308.23
1 308.67
t PLANTING PLAN
TO
Y A MINIMUM OF TEN (10) DIFFERENT
SPECIES TOTAL, OF WHICH AT LEAST FIVE (5) ARE
Z EMERGENT SPECIES, WITH NO MORE
THAN 30% OF A SINGLE SPECIES;
-5' BUFFER AROUND NP TO BE SEEDED AS CENTIPEDE GRASS;
O
' BERMS ABOVE NP WITHIN WETLAND
AREA TO BE COVERED WITH TEMPORARY EROSION
CONTROL MAT AND SEEDED WITH CENTIPEDE
GRASS.
MUST BE SURVIVABLE AT TIME OF RESEEDING.
MAINTENANCE NOTESi
J�c6
7. AREAS DAMAGED BY ACTIVITIES OF THE LANDSCAPE CONTRACTOR TO BE
- MINIMUM PLANT QUANTITIES AND SIZES PER 200 SQFT OF SHALLOW
WATER AREA:
Y 50 HERBACEOUS PLANTS -BARE ROOT
1. IMMEDIATELY AFTER THE WETLAND BASIN IS ESTABLISHED, THE PLANTS ON THE VEGETATED SHELF AND PERIMETER OF
n STORMWATER WETLAND PLANT RECOMMENDATIONS
8. ALL DECIDUOUS TREES SHALL BE LIMBED UP TO 6' IN HEIGHT FOR PURPOSES OF
DEEP POOL 1440 SQFT
7 O
CLEARANCE AND SECURITY.
BOTANICAL NAME
COMMON NAME
9. IF ANY TREES /plants DIE DUE TO CONSTRUCTION ON SITE THEY SHALL BE REPLACED
PLANTS
1. ALL TREES ARE TO BE NURSERY GROWN, BURLAP AND BALL (B &B) OR CONTAINER.
AT THE CONTRACTORS EXPENSE IN ACCORDANCE WITH LOCAL ZONING ORDINANCES
LEMNA SPP.
DUCKWEED
4. IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE, THE FLUSHING OF SEDIMENT THROUGH THE
NELUMBO LUTEA
AMERICAN LOTUS
MERGENCY DRAIN SHOULD BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICABLE.
NUPHAR LUTEA SSP. POLYSEPALA
ROCKY MTN POND -LILY
SHALLOW LAND
NUPHAR LUTEA SSP. ADVENA
YELLOW POND -LILY
BOTANICAL NAME
E
HERBACEOUS PLANTS
SUBMERGED AQUATIC PLANTS
CONTAINER. SCARIFY AND UNTWIST ANY CIRCLING OR GIRDLING ROOTS FOUND IN
ASCLEPIAS INCARNATA
ELEOCHARIS ACICULARIS
NEEDLE SPIKERUSH
CAREX TENERA
ELEOCHARIS QUADRANGULATA
SQUARESTEM SPIKERUSHCHELONE GLABRA
ELODEA CANADENSIS
CANADIAN WATERWEED
EUPATORIADELPHUS DUBIUS
ELODEA NUTTALLII
WESTERN WATERWEED
EUPATORIADELPHUS FISTULOSUS
'
2. PLANTING SHOULD BE RESTRICTED ON BERMS THAT IMPOUND WATER EITHER PERMANENTLY OR TEMPORARILY DURING STORM
EUPATORIADELPHUS MACULATUS
SHALLOW WATER
THIS RESTRICTION DOES NOT APPLY TO CUT SLOPES THAT FORM POND BANKS, ONLY TO BERMS.
HIBISCUS COCCINEUS
BOTANICAL NAME
COMMON NAME
HIBISCUS LAEVIS
y HERBACEOUS PLANTS
SUCH AS ANIMAL BURROWS, SLUMPING, OR FRACTURES IN THE BERM.
KOSTELETZKYA VIRGINICA
Y ACORUS SUBCORDATUM
SWEETFLAG
LOBELIA CARDINALIS
ALISMA SUBCORDATUM
WATER PLANTAIN
LOBELIA ELONGATA
° HYDROLEA QUADRIVALVIS
WATERPOD
LOBELIA SIPHILITICA
y IRIS VIRGINICA BLUE
FLAG IRIS
RHYNCHOSPORA COLORATA
JUNCUS EFFUSUS VAR. PYLAEI
SOFT RUSH
SACCHARUM BALDWINII
LUDWIGIA SPP.
PRIMROSE WILLOW
COMPOST USED SHOULD MEET SPECIFICATIONS FOR GRADE A COMPOST QUALITY.
PELTANDRA VIRGINICA
ARROW ARUM
SHRUBS
PONTEDERIA CORDATA
PICKERELWEED
ARONIA ARBUTIFOLIA
SAGITTARIA LATIFOLIA
DUCK POTATO
CEPHALANTHUS OCCIDENTALIS
SAGITTARIA LANCIFOLIA
BULLTONGUE
CLETHRA ALNIFOLIA
SAURURUS CERNUUS
LIZARDS TAIL
CORNUS AMOMUM
° SCHOENOPLECTUS TABERNAEMONTANI SOFT STEM BULRUSH
CYRILLA RACEMIFLORA
SCHOENOPLECTUS AMERICANUS
THREE - SQUARE BULRUSH
HYPERICUM DENSIFLORUM
SCHOENOPLECTUS PUNGENS VAR.
PUNGENS
ILEX DECIDUAS
J SCIRPUS CYPERINUS
WOOLGRASS
ILEX GLABRA
i ZIZANIOPSIS MILIACEA
GIANT CUTGRASS
ITEA VIRGINICA
SHOULD BE COUNTED FROM THE OUTER DRIP LINE OF THE TREES (ESTIMATED AT MATURITY).
6. THE CONTRACTOR SHALL RECHECK THE SOIL COMPACTION AS DESCRIBED ABOVE AFTER TILLAGE; TREATMENT X OR
ROSA PALUSTRIS
THIS SETBACK ALLOWS A 6 -FOOT WIDE MOWER TO PASS AROUND AND BETWEEN CLUMPS.
MORE OF THE PENETROMETER READINGS ARE LESS THAN 5 POUNDS PER SQUARE SHALL BE REPEATED UNTIL 90 INCH.
VACCINIUM CRASSIFOLIUM
B
7. THE CONTRACTOR SHALL CLEAN -UP REMAINING MATERIALS, DEBRIS. TRASH, ETC. IMMEDIATELY AFTER ALL WORK IS
VIBURNUM NUDUM VAR. NUDUM
PREFERRED IN AREAS DRAINING TO A DETENTION DEVICE.
COMPLETE AND REPAIR ANY DAMAGES CAUSED DURING THE COMPLETION OF THE WORK.
1 inch = 20 ft.
FINAL PLANT SELECTION TO
BE PROVIDED TO ENGINEER FOR APPROVAL BEFORE PLANTING.
I
06
I
.I
III
I
C�D
EMBANKMENT FILL TO BE COMPACTED
TO 95X STANDARD PROCTOR
PER ASTM D -698
TOP DAM
WETLAND CROSS SECTION
4" OF TOPSOIL (MIN.)
PROPOSED
U-) GRADE
AQUATIC SHELF
PRIMARY TO BE
EMERGENCY SPILLWAY DRAWDOWN ORIFICE PLANTED
SPILLWAY FACING MICRO LINE ALL
SEE TABLE POOL BERMS WITH
JUTE MATTING
AT TIME OF
CERTIFICATION
3 CMP RISER
INV OUT 2-3 1 NORMAL POOL NP
w w-
\
14f
C #63
&N,qh._
4#4
'JUFFER
-_ 0 - -�.
E
COMMON NAME
SWAMP MILKWEED
QUILL SEDGE
WHITE TURTLEHEAD
DWARFJOE PYE WEED
JOE PYE WEED
SPOTTED TRUMPETWEED
SCARLET ROSE MALLOW
HALBERDLEAF ROSEMALLD%
SEASHORE MALLOW
CARDINAL FLOWER
LONGLEAF LOBELIA
GREAT BLUE LOBELIA
STARRUSH WHITETOP
NARROW PLUMEGRASS
RED CHOKEBERRY
COMMON BUTTONBUSH
SWEET PEPPERBUSH
SILKY DOGWOOD
TITI
TBUSITY ST. JOHNSWOR
POSSUMHAW
INKBERRY
VIRGINIA SWEETSPIRI
SWAMP ROSE
CREEPING BLUEBERRY
POSSUMHAW
MICR
FOREBAY
ATTACH SKIMMER TO RISER AT GATE VALVE -"12" CLAY (CL) LINER. CLAY TO BE FREE OF
FES / p CLASS'A "GONG. DEBRIS AND CHEMICALS. CLAY TO BE LEAN
CLAY WITH 159E MAX SAND. PROVIDE MATERIAL
ANTI FLOTATION BLOCK NTS REPORT TO ENGINEER BEFORE PLACEMENT.
RIP RAP DISSIPATERSEE PROFILE EXTEND CLAY LINER ALONG SIDE SLOPES TO
AT OUTLET UNDERLAYSHEET C9.1 AN ELEVATION OF 1' ABOVE NORMAL POOL
WITH MIRAR 600 SEE 13' CLASS 1 STONE /22' THICKNE MAX INFILTRATION RATE SHALL BE 0.01 IN/HR
EROSION CONTROL ANTI -SEEP TOP ELEV. - - - - - EXTEND 1'
SHEET FOR DIMENSIONS COLLAR PER BOTTOM ELEV.
ioc CONCRETE BEHOND
CONNECTION DETAIL FILTER FABRIC TOE OF
COLLAR (L) LF CMP
LENGTH SLOPE
' SPILLWAY FRONT VIEW SPILLWAY SECTION `
A PLUS 0.5' MIN. CMP TRASH RACK
(A)' TOP RISER
A MINUS 0.5' MIN. BOTTOM TRASH RACK
TRASH RACK SHALL NOT COVER DRAW DOWN PIPE (B),
TOP CAP (NORMAL POOL)-_
INV CAP 90' TURN
CAP TEMPORARY DURING CONSTRUCTION
TOP CONCRETE POUR /INV OUT CMP BARREL CMP RI
BOTTOM RI
SHALLO
SHALLO
DEEP P
UPLAND
G)'
RISER ASSEMBLY
N TS
D) 9
J (C)' SECONDARY ORIFICE
AV6 ACTIVATOR STEM
.75' PER TABLE
DED PLATE
GALVANIZED WIRE
TRASH RACK .25"
SPACING PIPE
CLAMPED TO
PIPE
RIFICE (PER TABLE)
TH WIRE TRASH
ACK
6" GATE VALVE
CONNECT SKIMMER TO FLANGE
CLASS "A "CONC.
ANTI FLOTATION BLOCK
ALL CMP TO BE CMP- ALUMINUM
DESIGN TABLE
PLANT DAM
AREA SPILLWAY OUTFALL BARREL RISER TRASH ANTI- DRAW DOWN ORIFICE
BMP SQFT TOP ELEV LENGTH SIZE L FT D FT INV OU COLLAR SIZE TOP A INVOUT F BTM G RACK FLOAT SIZE NP (B) INV 90° D
4,404 296 295.5 10 24" 36 14 288.5 5'X5' 42" 294.5 288.5 287.5 48" 5'X5'X3' 4" 292.5 291.3
INV HW 287.3 SHWT 274.0' " ORIFICE
SECONDARY ORIFICE
• WATER 1642 SQFT 1/4" THICK CONTINUOUS SIZE ELEV C
• LAND 2102 SQFT ALUMINUM SEALED TO PIPE. 3" 293.5
OOL 660 SQFT GATE VALVE E
200 SQFT ELEV C 289.5
Q PLANTING NOTES
~ 1. ALL PLANT MATERIALS TO COMPLY WITH THE AMERICAN STANDARDS FOR NURSERY
0 W STOCK ANSLZ60 SET FORTH BY THE AMERICAN ASSOCIATION OF NURSERYMEN. AL
TREES ARE TO BE FREE OF CUTS, BARK BRUISES AND DAMAGE.
"BARREL" a 2. SUBSTITUTIONS OF SPECIFIC PLANTS CAN ONLY OCCUR WITH PRIOR WRITTEN
PERMISSION OF BOTH OWNER AND LANDSCAPE ARCHITECT.
3. ESTABLISH BED CONFIGURATIONS TO MEET SIDEWALKS, OTHER BUILT STRUCTURES
PER TABLE THE PROPERTY LINES.
4. PREPARE PLANTING BED ACCORDING TO SPECIFICATIONS AND INSTRUCTIONS OF PL
SUPPLIER. CONTRACTOR IS RESPONSIBLE TO BRING CONFLICTS BETWEEN
SPECIFICATIONS AND PLANT INSTALLATION INSTRUCTIONS TO OWNER OR LANDSCAP
ANTI -SEEP COLLAR ARCHITECT IN WRITING.
N.T.S. 5. SIX INCHES (6'7 MULCH LAYER OF PINE NEEDLE STRAW AND IS TO BE CERTIFIED
BE FREE OF WEEDS AND NON -NATIVE INVASIVE INSECTS AND THEIR LARVAE.
6. ALL DISTURBED LAWN AREAS THAT ARE NOT INCORPORATED INTO PLANTING BEDS ARE
kND
1NT
TO
3-0 O
E
O
TO BE REGRADED AND RESEEDED TO MATCH EXISTING GRASS VARIETY ON SITE. SEED
MUST BE SURVIVABLE AT TIME OF RESEEDING.
MAINTENANCE NOTESi
J�c6
7. AREAS DAMAGED BY ACTIVITIES OF THE LANDSCAPE CONTRACTOR TO BE
RESEEDED /REPLANTED AND REPAIRED AT NO ADDITIONAL COST TO THE OWNER.
1. IMMEDIATELY AFTER THE WETLAND BASIN IS ESTABLISHED, THE PLANTS ON THE VEGETATED SHELF AND PERIMETER OF
GENERAL PLANTING NOTES
8. ALL DECIDUOUS TREES SHALL BE LIMBED UP TO 6' IN HEIGHT FOR PURPOSES OF
THE BASIN SHOULD BE WATERED TWICE WEEKLY IF NEEDED UNTIL THE PLANTS BECOME ESTABLISHED (APPROX. 6 WEEKS),
7 O
CLEARANCE AND SECURITY.
2. NO PORTION OF THE WETLAND SHOULD BE FERTILIZED AFTER THE INITIAL FERTILIZATION THAT IS REQUIRED
Ji O
9. IF ANY TREES /plants DIE DUE TO CONSTRUCTION ON SITE THEY SHALL BE REPLACED
TO ESTABLISH THE PLANTS ON THE VEGETATED SHELF. SEE BELOW FERTILIZATION GUIDELINES BELOW.
1. ALL TREES ARE TO BE NURSERY GROWN, BURLAP AND BALL (B &B) OR CONTAINER.
AT THE CONTRACTORS EXPENSE IN ACCORDANCE WITH LOCAL ZONING ORDINANCES
3. STABLE GROUNDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO REDUCE THE SEDIMENT LOAD TO THE WET DETENTION POND. MINIMUM TREE SIZE IS 2 CAL (MEASURED 6' ABOVE THE ROOT BALL).
AND WITH APPROVAL OF THE LANDSCAPE ARCHITECT.
4. IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE, THE FLUSHING OF SEDIMENT THROUGH THE
2. REMOVE ALL TREATED OR PLASTIC - COATED BURLAP, STRAPPING WIRE OR NYLON
10. ALL TREES, SHRUBS. PLANTS SHALL BE GUARANTEED TO BE HEALTHY AND TO SURVIVE
MERGENCY DRAIN SHOULD BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICABLE.
TWINE FROM ROOT BALL AFTER SETTING IN HOLE, CUT AWAY TOP AND SIDES OF
THE FIRST YEAR AT JOB SITE.
ONCE A YEAR, A DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT OR AS DIRECTED BY BMP INSPECTION PERSONNEL..
WIRE BASKET, IF ANY.
11. ALL TREES SHALL BE CERTIFIED NURSERY GROWN: BURLAP AND BALL (B &B) OR
AFTER THE POND IS ESTABLISHED, IT SHOULD BE INSPECTED ONCE A MONTH AND WITHIN 24 HOURS AFTER EVERY STORM
3. INSTALL TOP OF PLANT BALL EVEN WITH OR 3" ABOVE EXISTING GRADE.
VENT GREATER THAN 1'.
4. SET TREE IN VERTICAL POSITION PRIOR TO STAKING.
CONTAINER. SCARIFY AND UNTWIST ANY CIRCLING OR GIRDLING ROOTS FOUND IN
RECORDS OF OPERATION AND MAINTENANCE SHOULD BE KEPT IN A KNOWN SET LOCATION AND MUST BE AVAILABLE UPON REQUEST. 5. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. PLACE 6" OF SEASONED CONTAINER GROWN PLANTS.
12. REMOVE ALL TREATED OR PLASTIC- COATED BURLAP. STRAPPING WIRE OR NYLON TWINE
MULCH OR PINE NEEDLES AROUND BASE OF TREE, 6" DIAMETER MINIMUM.
FROM ROOT BALL AFTER SETTING IN HOLE,CUT AWAY TOP AND SIDES OF WIRE
WETLAND LANDSCAPE NOTE&
6. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH BURLAP OR TREE WRAP
BASKET.
1. NO TREES OR SHRUBS SHOULD BE PLANTED WITHIN 10 FEET OF INLET OR OUTLET PIPES, OR MANMADE DRAINAGE STRUCTURES PAPER (OPTIONAL). SECURE NEAR TOP AND BOTTOM WITH HEMP STRING ONLY.
13. INSTALL TOP OF PLANT BALL EVEN OR ONE INCH ABOVE EXISTING GRADE.
SUCH AS SPILLWAYS OR FLOW SPREADERS. SPECIES WITH
7. TREE BRACING STRAPS ARE OPTIONAL, USE POLYPROPYLENE WEBBING ONLY. NO WIRE 14. SET ALL PLANTS IN VERTICAL POSITION PRIOR TO STAKING.
ROOTS THAT SEEK WATER (E.G., WILLOW AND POPLAR), SHOULD BE AVOIDED WITHIN 50 FEET OF PIPES OR MANMADE STRUCTURES. OR ROPE TO BE IN DIRECT CONTACT WITH THE TRUNK. REMOVE ALL TREE STRAPS
15. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION.
2. PLANTING SHOULD BE RESTRICTED ON BERMS THAT IMPOUND WATER EITHER PERMANENTLY OR TEMPORARILY DURING STORM
EVENTS. AND TRUNK WRAP AFTER ONE GROWING SEASON.
16. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH BURLAP OR TREE WRAP
THIS RESTRICTION DOES NOT APPLY TO CUT SLOPES THAT FORM POND BANKS, ONLY TO BERMS.
S. ANY TREE PROPOSED FOR PLANTING ON THE STREET RIGHT -OF -WAY MUST BE
PAPER (OPTIONAL). SECURE NEAR TOP AND BOTTOM WITH HEMP STRING ONLY.
( )
3. TREES OR SHRUBS MUST NOT BE PLANTED ON PORTIONS OF WATER IMPOUNDING BERMS TALLER THAN 4 FEET HIGHS ONLY GRASSES APPROVED IN ADVANCE BY THE CITY ARBORIST AS TO SPECIES, SIZE, AND LOCATION. 17. TREE BRACING STRAPS ARE OPTIONAL, USE POLYPROPYLENE WEBBING ONLY. NO WIRE
MAY BE PLANTED. GRASSES ALLOW FOR UNOBSTRUCTED VISIBILITY OF BERM SLOPES FOR DETECTING POTENTIAL DAM SAFETY PROBLEMS 9. GUY WIRES ARE NOT PERMITTED IN STREET RIGHT -OF -WAY.
OR ROPE SHALL BE IN DIRECT CONTACT WITH THE TRUNK. REMOVE ALL TREE STRAPS
SUCH AS ANIMAL BURROWS, SLUMPING, OR FRACTURES IN THE BERM.
10. TREES LOCATED IN LAWN AREAS ARE TO BE SURROUNDED BY A MIN. 6' DIA. CIRCLE
AND TRUNK WRAP AFTER ONE GROWING SEASON.
4. TREES PLANTED ON PORTIONS OF WATER - IMPOUNDING BERMS LESS THAN 4 FEET HIGH MUST BE SMALL (LESS THAN 20 FEET PLANTING SPECIFICATIONS OF PINESTRAW MULCH, 6" THICK.
18. STAKES AND ASSOCIATED GUY WIRES ARE NOT PERMITTED IN STREET RIGHT -OF -WAY.
MATURE HEIGHT) AND HAVE A FIBROUS ROOT SYSTEM. THESE TREES REDUCE THE LIKELIHOOD OF BLOW -DOWN, OR THE POSSIBILISOIL PREPARATION
19. TREES LOCATED IN LAWN AREAS ARE TO BE SURROUNDED BY A MIN. 6' DIA. CIRCLE
OF CHANNELING OR PIPING WATER THROUGH THE ROOT SYSTEM, WHICH MAY CONTRIBUTE TO DAM FAILURE ON BERMS
OF PINESTRAW MULCH, 6" THICK.
THAT RETAIN WATER.
1. THE CONTRACTOR SHALL DISC OR ROTOVATE ALL SUB - GRADES BENEATH AREAS REPRESENTED BY THE VEGETATED SHELF
20. ALL PRUNING SHALL CONFORM TO THE METHODS SET FORTH IN THE CURRENT TREE,
5. ALL LANDSCAPE MATERIAL, INCLUDING GRASS, SHOULD BE PLANTED IN GOOD TOPSOIL. NATIVE UNDERLYING SOILS
AREAS PRIOR TO FINISHED GRADING WITH TOPSOIL
SHRUB, AND OTHER WOODY PLANT MAINTENANCE - STANDARD EDITION OF THE OF THE
MAY BE SUITABLE FOR PLANTING IF AMENDED WITH 4 INCHES OF WELL -AGED COMPOST TILLED INTO THE SUBGRADE.
2. THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER SIMILAR MATERIAL GREATER THAN
AMERICAN NATIONAL STANDARDS INSTITUTE AND CITY OFFICIALS. PRACTICES
COMPOST USED SHOULD MEET SPECIFICATIONS FOR GRADE A COMPOST QUALITY.
1INCHES IN DIAMETER.
21. ALL PLANTS MUST BE INSTALLED ACCORDING TO THE MOST RECENT LOCAL APPLICABLE
6. SOIL IN WHICH TREES OR SHRUBS ARE PLANTED MAY NEED ADDITIONAL ENRICHMENT
3. THE PH SHOULD BE BETWEEN 4.5 AND 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE. IT MAY BE MODIFIED WITH LIME
CODES AND ORDINANCES.
OR ADDITIONAL COMPOST TOP- DRESSING DEPENDING ON THE RESULTS OF THE SOIL
TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED
22. ALL ABOVE - GROUND UTILITIES & BOXES SHALL SCREENED WITH EVERGREEN SHRUBS.
ANALYSIS. CONSULT A NURSERYMAN, LANDSCAPE PROFESSIONAL, OR ARBORIST FOR SITE - SPECIFIC
UNIFORMLY INTO THE SOIL PRIOR TO USE.
23. PREPARED BEDS AND INSTALLED PLANTS SAUCERS SHALL HAVE POSITIVE DRAINAGE
RECOMMENDATIONS.
4. PRIOR TO PLANTING, THE CONTRACTOR SHALL CHECK THE QUALITY AND COMPACTION OF TOPSOIL (4" DEPTH) AND
AWAY FROM BUILDING, RETAINING WALLS AND OTHER STRUCTURES.
7. FOR A NATURALISTIC EFFECT, AS WELL AS EASE OF MAINTENANCE, TREES OR SHRUBS SHOULD
SUBSOIL (8" DEPTH).
GRAPHIC S C ALE
BE PLANTED IN CLUMPS RATHER THAN SPACED EVENLY .
5. AT THE TIME OF PLANTING, SOILS SHALL NOT HAVE A MEASURED COMPACTION OF GREATER THAN FIVE POUNDS PER
8. THE LANDSCAPED ISLANDS SHOULD BE A MINIMUM OF SIX FEET APART, AND IF SET BACK
SQUARE INCH BASED ON LANG OR CONE PENETROMETER READINGS; IF 50X OR MORE OF THE PENTOMETER READINGS
FROM FENCES OR OTHER BARRIERS, THE SETBACK DISTANCE SHOULD ALSO BE A MINIMUM OF
ARE GREATER THAN 5 POUNDS PER SQUARE INCH. THE CONTRACTOR SHALL DISC OR ROTOVATE SAID AREAS AS
0 10 20 40
SIX FEET. WHERE THE TREE FOLIAGE EXTENDS LOW TO THE GROUND, THE 6 -FOOT SETBACK
NEEDED TO REDUCE COMPACTION.
■ O
SHOULD BE COUNTED FROM THE OUTER DRIP LINE OF THE TREES (ESTIMATED AT MATURITY).
6. THE CONTRACTOR SHALL RECHECK THE SOIL COMPACTION AS DESCRIBED ABOVE AFTER TILLAGE; TREATMENT X OR
kND
1NT
TO
3-0 O
E
O
TO BE REGRADED AND RESEEDED TO MATCH EXISTING GRASS VARIETY ON SITE. SEED
MUST BE SURVIVABLE AT TIME OF RESEEDING.
MAINTENANCE NOTESi
J�c6
7. AREAS DAMAGED BY ACTIVITIES OF THE LANDSCAPE CONTRACTOR TO BE
RESEEDED /REPLANTED AND REPAIRED AT NO ADDITIONAL COST TO THE OWNER.
1. IMMEDIATELY AFTER THE WETLAND BASIN IS ESTABLISHED, THE PLANTS ON THE VEGETATED SHELF AND PERIMETER OF
GENERAL PLANTING NOTES
8. ALL DECIDUOUS TREES SHALL BE LIMBED UP TO 6' IN HEIGHT FOR PURPOSES OF
THE BASIN SHOULD BE WATERED TWICE WEEKLY IF NEEDED UNTIL THE PLANTS BECOME ESTABLISHED (APPROX. 6 WEEKS),
7 O
CLEARANCE AND SECURITY.
2. NO PORTION OF THE WETLAND SHOULD BE FERTILIZED AFTER THE INITIAL FERTILIZATION THAT IS REQUIRED
Ji O
9. IF ANY TREES /plants DIE DUE TO CONSTRUCTION ON SITE THEY SHALL BE REPLACED
TO ESTABLISH THE PLANTS ON THE VEGETATED SHELF. SEE BELOW FERTILIZATION GUIDELINES BELOW.
1. ALL TREES ARE TO BE NURSERY GROWN, BURLAP AND BALL (B &B) OR CONTAINER.
AT THE CONTRACTORS EXPENSE IN ACCORDANCE WITH LOCAL ZONING ORDINANCES
3. STABLE GROUNDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO REDUCE THE SEDIMENT LOAD TO THE WET DETENTION POND. MINIMUM TREE SIZE IS 2 CAL (MEASURED 6' ABOVE THE ROOT BALL).
AND WITH APPROVAL OF THE LANDSCAPE ARCHITECT.
4. IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE, THE FLUSHING OF SEDIMENT THROUGH THE
2. REMOVE ALL TREATED OR PLASTIC - COATED BURLAP, STRAPPING WIRE OR NYLON
10. ALL TREES, SHRUBS. PLANTS SHALL BE GUARANTEED TO BE HEALTHY AND TO SURVIVE
MERGENCY DRAIN SHOULD BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICABLE.
TWINE FROM ROOT BALL AFTER SETTING IN HOLE, CUT AWAY TOP AND SIDES OF
THE FIRST YEAR AT JOB SITE.
ONCE A YEAR, A DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT OR AS DIRECTED BY BMP INSPECTION PERSONNEL..
WIRE BASKET, IF ANY.
11. ALL TREES SHALL BE CERTIFIED NURSERY GROWN: BURLAP AND BALL (B &B) OR
AFTER THE POND IS ESTABLISHED, IT SHOULD BE INSPECTED ONCE A MONTH AND WITHIN 24 HOURS AFTER EVERY STORM
3. INSTALL TOP OF PLANT BALL EVEN WITH OR 3" ABOVE EXISTING GRADE.
VENT GREATER THAN 1'.
4. SET TREE IN VERTICAL POSITION PRIOR TO STAKING.
CONTAINER. SCARIFY AND UNTWIST ANY CIRCLING OR GIRDLING ROOTS FOUND IN
RECORDS OF OPERATION AND MAINTENANCE SHOULD BE KEPT IN A KNOWN SET LOCATION AND MUST BE AVAILABLE UPON REQUEST. 5. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. PLACE 6" OF SEASONED CONTAINER GROWN PLANTS.
12. REMOVE ALL TREATED OR PLASTIC- COATED BURLAP. STRAPPING WIRE OR NYLON TWINE
MULCH OR PINE NEEDLES AROUND BASE OF TREE, 6" DIAMETER MINIMUM.
FROM ROOT BALL AFTER SETTING IN HOLE,CUT AWAY TOP AND SIDES OF WIRE
WETLAND LANDSCAPE NOTE&
6. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH BURLAP OR TREE WRAP
BASKET.
1. NO TREES OR SHRUBS SHOULD BE PLANTED WITHIN 10 FEET OF INLET OR OUTLET PIPES, OR MANMADE DRAINAGE STRUCTURES PAPER (OPTIONAL). SECURE NEAR TOP AND BOTTOM WITH HEMP STRING ONLY.
13. INSTALL TOP OF PLANT BALL EVEN OR ONE INCH ABOVE EXISTING GRADE.
SUCH AS SPILLWAYS OR FLOW SPREADERS. SPECIES WITH
7. TREE BRACING STRAPS ARE OPTIONAL, USE POLYPROPYLENE WEBBING ONLY. NO WIRE 14. SET ALL PLANTS IN VERTICAL POSITION PRIOR TO STAKING.
ROOTS THAT SEEK WATER (E.G., WILLOW AND POPLAR), SHOULD BE AVOIDED WITHIN 50 FEET OF PIPES OR MANMADE STRUCTURES. OR ROPE TO BE IN DIRECT CONTACT WITH THE TRUNK. REMOVE ALL TREE STRAPS
15. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION.
2. PLANTING SHOULD BE RESTRICTED ON BERMS THAT IMPOUND WATER EITHER PERMANENTLY OR TEMPORARILY DURING STORM
EVENTS. AND TRUNK WRAP AFTER ONE GROWING SEASON.
16. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH BURLAP OR TREE WRAP
THIS RESTRICTION DOES NOT APPLY TO CUT SLOPES THAT FORM POND BANKS, ONLY TO BERMS.
S. ANY TREE PROPOSED FOR PLANTING ON THE STREET RIGHT -OF -WAY MUST BE
PAPER (OPTIONAL). SECURE NEAR TOP AND BOTTOM WITH HEMP STRING ONLY.
( )
3. TREES OR SHRUBS MUST NOT BE PLANTED ON PORTIONS OF WATER IMPOUNDING BERMS TALLER THAN 4 FEET HIGHS ONLY GRASSES APPROVED IN ADVANCE BY THE CITY ARBORIST AS TO SPECIES, SIZE, AND LOCATION. 17. TREE BRACING STRAPS ARE OPTIONAL, USE POLYPROPYLENE WEBBING ONLY. NO WIRE
MAY BE PLANTED. GRASSES ALLOW FOR UNOBSTRUCTED VISIBILITY OF BERM SLOPES FOR DETECTING POTENTIAL DAM SAFETY PROBLEMS 9. GUY WIRES ARE NOT PERMITTED IN STREET RIGHT -OF -WAY.
OR ROPE SHALL BE IN DIRECT CONTACT WITH THE TRUNK. REMOVE ALL TREE STRAPS
SUCH AS ANIMAL BURROWS, SLUMPING, OR FRACTURES IN THE BERM.
10. TREES LOCATED IN LAWN AREAS ARE TO BE SURROUNDED BY A MIN. 6' DIA. CIRCLE
AND TRUNK WRAP AFTER ONE GROWING SEASON.
4. TREES PLANTED ON PORTIONS OF WATER - IMPOUNDING BERMS LESS THAN 4 FEET HIGH MUST BE SMALL (LESS THAN 20 FEET PLANTING SPECIFICATIONS OF PINESTRAW MULCH, 6" THICK.
18. STAKES AND ASSOCIATED GUY WIRES ARE NOT PERMITTED IN STREET RIGHT -OF -WAY.
MATURE HEIGHT) AND HAVE A FIBROUS ROOT SYSTEM. THESE TREES REDUCE THE LIKELIHOOD OF BLOW -DOWN, OR THE POSSIBILISOIL PREPARATION
19. TREES LOCATED IN LAWN AREAS ARE TO BE SURROUNDED BY A MIN. 6' DIA. CIRCLE
OF CHANNELING OR PIPING WATER THROUGH THE ROOT SYSTEM, WHICH MAY CONTRIBUTE TO DAM FAILURE ON BERMS
OF PINESTRAW MULCH, 6" THICK.
THAT RETAIN WATER.
1. THE CONTRACTOR SHALL DISC OR ROTOVATE ALL SUB - GRADES BENEATH AREAS REPRESENTED BY THE VEGETATED SHELF
20. ALL PRUNING SHALL CONFORM TO THE METHODS SET FORTH IN THE CURRENT TREE,
5. ALL LANDSCAPE MATERIAL, INCLUDING GRASS, SHOULD BE PLANTED IN GOOD TOPSOIL. NATIVE UNDERLYING SOILS
AREAS PRIOR TO FINISHED GRADING WITH TOPSOIL
SHRUB, AND OTHER WOODY PLANT MAINTENANCE - STANDARD EDITION OF THE OF THE
MAY BE SUITABLE FOR PLANTING IF AMENDED WITH 4 INCHES OF WELL -AGED COMPOST TILLED INTO THE SUBGRADE.
2. THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER SIMILAR MATERIAL GREATER THAN
AMERICAN NATIONAL STANDARDS INSTITUTE AND CITY OFFICIALS. PRACTICES
COMPOST USED SHOULD MEET SPECIFICATIONS FOR GRADE A COMPOST QUALITY.
1INCHES IN DIAMETER.
21. ALL PLANTS MUST BE INSTALLED ACCORDING TO THE MOST RECENT LOCAL APPLICABLE
6. SOIL IN WHICH TREES OR SHRUBS ARE PLANTED MAY NEED ADDITIONAL ENRICHMENT
3. THE PH SHOULD BE BETWEEN 4.5 AND 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE. IT MAY BE MODIFIED WITH LIME
CODES AND ORDINANCES.
OR ADDITIONAL COMPOST TOP- DRESSING DEPENDING ON THE RESULTS OF THE SOIL
TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED
22. ALL ABOVE - GROUND UTILITIES & BOXES SHALL SCREENED WITH EVERGREEN SHRUBS.
ANALYSIS. CONSULT A NURSERYMAN, LANDSCAPE PROFESSIONAL, OR ARBORIST FOR SITE - SPECIFIC
UNIFORMLY INTO THE SOIL PRIOR TO USE.
23. PREPARED BEDS AND INSTALLED PLANTS SAUCERS SHALL HAVE POSITIVE DRAINAGE
RECOMMENDATIONS.
4. PRIOR TO PLANTING, THE CONTRACTOR SHALL CHECK THE QUALITY AND COMPACTION OF TOPSOIL (4" DEPTH) AND
AWAY FROM BUILDING, RETAINING WALLS AND OTHER STRUCTURES.
7. FOR A NATURALISTIC EFFECT, AS WELL AS EASE OF MAINTENANCE, TREES OR SHRUBS SHOULD
SUBSOIL (8" DEPTH).
GRAPHIC S C ALE
BE PLANTED IN CLUMPS RATHER THAN SPACED EVENLY .
5. AT THE TIME OF PLANTING, SOILS SHALL NOT HAVE A MEASURED COMPACTION OF GREATER THAN FIVE POUNDS PER
8. THE LANDSCAPED ISLANDS SHOULD BE A MINIMUM OF SIX FEET APART, AND IF SET BACK
SQUARE INCH BASED ON LANG OR CONE PENETROMETER READINGS; IF 50X OR MORE OF THE PENTOMETER READINGS
FROM FENCES OR OTHER BARRIERS, THE SETBACK DISTANCE SHOULD ALSO BE A MINIMUM OF
ARE GREATER THAN 5 POUNDS PER SQUARE INCH. THE CONTRACTOR SHALL DISC OR ROTOVATE SAID AREAS AS
0 10 20 40
SIX FEET. WHERE THE TREE FOLIAGE EXTENDS LOW TO THE GROUND, THE 6 -FOOT SETBACK
NEEDED TO REDUCE COMPACTION.
■ O
SHOULD BE COUNTED FROM THE OUTER DRIP LINE OF THE TREES (ESTIMATED AT MATURITY).
6. THE CONTRACTOR SHALL RECHECK THE SOIL COMPACTION AS DESCRIBED ABOVE AFTER TILLAGE; TREATMENT X OR
THIS SETBACK ALLOWS A 6 -FOOT WIDE MOWER TO PASS AROUND AND BETWEEN CLUMPS.
MORE OF THE PENETROMETER READINGS ARE LESS THAN 5 POUNDS PER SQUARE SHALL BE REPEATED UNTIL 90 INCH.
9. EVERGREEN TREES AND TREES WHICH PRODUCE RELATIVELY LITTLE LEAF -FALL ARE
7. THE CONTRACTOR SHALL CLEAN -UP REMAINING MATERIALS, DEBRIS. TRASH, ETC. IMMEDIATELY AFTER ALL WORK IS
( IN FEET )
PREFERRED IN AREAS DRAINING TO A DETENTION DEVICE.
COMPLETE AND REPAIR ANY DAMAGES CAUSED DURING THE COMPLETION OF THE WORK.
1 inch = 20 ft.
10. TREES SHOULD BE SET BACK SO THAT BRANCHES DO NOT EXTEND OVER
THE PERMANENT POOL OF A DETENTION DEVICE
EXECUTION
(TO PREVENT LEAF -DROP INTO THE WATER AND CLOGGING ISSUES).
13-SP-01 0
11. DROUGHT - TOLERANT SPECIES ARE RECOMMENDED.
1. THE TIME FRAME FOR PLANTING SHALL BE LATE FALL OR WINTER (NOV. - FEB.). TUBERS, PLUGS, AND LIVE STAKES
H TE #: 13-0913
SHALL BE PLANTED BY HAND.
APPROVED B Y THE TOWN 0 F CAR Y
2. NO SEEDING IS ALLOWED WITHIN 10' OF THE VEGETATED SHELF. EXCEPT IN BURM AREAS WITHIN POND AREA. BERM
AREAS TO BE SEEDED.
DEVELOPMENT REVIEW COMMITTEE
3. IMMEDIATELY AFTER PLANTING IS COMPLETE. CONTRACTOR SHALL SPREAD STRAW OVER PLANTED AREAS AT A
RATE 12 -15 BALES PER ACRE.
4. THE CONTRACTOR SHALL CLEAN -UP REMAINING MATERIALS. DEBRIS. TRASH, ETC. IMMEDIATELY AFTER ALL IS COMPLETE
AND REPAIR ANY DAMAGES CAUSED DURING COMPLETION OF THE WORK.
PLANNER Date
5. THE CONTRACTOR SHALL BE PRESENT DURING EXECUTION TO ASSIST WITH PLANTING ZONE LAYOUT, INSPECT
SEED MIXTURES AND OBSERVE PLANTING TECHNIQUES.
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PROJECT #:12 -4043 DATE: 02 -14 -2013
DRAWN BY: MB CHECKED BY: ET
TITLE
BMP #6
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PROJECT #:12 -4043 DATE: 02 -14 -2013
DRAWN BY: MB CHECKED BY: ET
TITLE
BMP #6
DETAIL
SHEET
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325 �ZO
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EMBANKMENT FILL TO BE COMPACTED
TO 959E STANDARD PROCTOR
PER ASTM D -698
EMERGENCY
SPILLWAY
SEE TABLE
INV OUT
\ FES /
RIP RAP DISSIPATERSEE PROFILE
AT OUTLET UNDERLAYSHEET C9.1
WITH MIRAR 600 SEE
EROSION CONTROL ANTI -SEEP
SHEET TFFOR DIMENSIONS CONCRETE COLLAR PER
CONNECTION DETAIL
COLLAR
TOP DAM
3
io 1
WETLAND CROSS SECTION
PROPOSED
PRIMARY
SPILLWAY
CMP RISER
MICR
DRAWDOWN ORIFICE
FACING MICRO
POOL
LINE ALL
BERMS WITH
JUTE MATTING
AT TIME OF
CERTIFICATION
'ATTACH SKIMMER TO RISER AT GATE VALVE
i) H CLASS'A'CONC.
ANTI FLOTATION BLOCK NTS
TOP ELEV. - 13' 0 CLASS 1 STONE /22' THIC
\ BOTTOM ELEV.
FILTER FABRIC -
(L) LF CMP LENGTH
SPILLWAY FRONT VIEW
A PLUS 0.5' MIN. CMP TRASH RACI
(A)' TOP RISER
A MINUS 0.5' MIN. BOTTOM TRASH RACI
TRASH RACK SHALL NOT COVER DRAW DOWN PIPI
TOP CAP (NORMAL POOL
BY
INV CAP 90' TURN
CAP TEMPORARY DURING CONSTRUCTION
TOP CONCRETE POUR /INV OUT CMP BARREL CMP RISER (F)
'
BOTTOM RISER G�Z
RISER ASSEMBLY
N TS
FOREBAY
4" OF TOPSOIL (MIN.)
AQUATIC SHELF
TO BE
PLANTED
12' CLAY (CL) LINER. CLAY TO BE FREE OF
DEBRIS AND CHEMICALS. CLAY TO BE LEAN
CLAY WITH 159E MAX SAND. PROVIDE MATERIAL
REPORT TO ENGINEER BEFORE PLACEMENT.
EXTEND CLAY LINER ALONG SIDE SLOPES TO
AN ELEVATION OF 1' ABOVE NORMAL POOL
MAX INFILTRATION RATE SHALL BE 0.01 IN/HR
EXTEND 1'
BEHOND
TOE OF
SLOPE
SPILLWAY SECTION
(C)'
GATE VALVE ACTIVATOR STEM
.75' PIPE SIZE PER TABLE
WELDED PLATE
GALVANIZED WIRE
D ' TRASH RACK .25"
SPACING PIPE
CLAMPED TO
PIPE
ORIFICE (PER TABLE)
2 " TH WIRE TRASH
(E)' 6 RACK
6" GATE VALVE
I CONNECT SKIMMER TO FLANGE
CLASS "A "CONC.
ANTI FLOTATION BLOCK
ALL CMP TO BE CMP- ALUMINUM
DESIGN TABLE
PLANT DAM
AREA SPILLWAY OUTFALL BARREL RISER TRASH ANTI- DRAW DOWN ORIFICE
BMP 7 SQFT TOP ELEV LENGTH SIZE L FT D FT INV OUI COLLAR SIZE TOP A INVOUT F BTM(Gj RACKI FLOAT SIZE I NP (B) INV 90° D
8835 298.0 297.5 1 10 24" 1 41 1 14 1 292 1 5'X5' 36" 1 296.8 1 292.0 1291.0 48" 5'X5'X3' 4" 1295.0 1 293.8
SHALLOW WATER 3614 SQFT INV HW 290.2 SHWT 285.0' WITH 2.5" ORIFICE
SHALLOW LAND 3825 SQFT SECONDARY ORIFICE
DEEP POOL 1325 SQFT SIZE JELEV C
UPLAND 350 SQFT 3" 1296.0
PLANT LIST /PLAN ON SHEET C4,3 GATE VALVE E
ELEV C 292.0
I I DESIGN TABLE
/ PLANT DAM
AREA I SPILLWAY OUTFALL BARREL RISER TRASH ANTI- DRAW DOWN ORIFICE
/ I BMP 8 SQFT TOP I ELEV ILENGTH. SIZE I L FT D FT INV OU COLLAR SIZE TTOP A INVOUT (Fj BTM G RACKI FLOAT SIZE NP B INV 90° D
I
5630 310 1309.5 1 10 24" 1 41 1 17 1 303 1 5'X5' 42" 1 308.5 1 303 1302.0 54" 5'X5'X3' 4" 1306.0 1 305.4
/ SHALLOW WATER 2153 SQFT INV HW 302.5 SHWT 289.0' WITH 2" ORIFICE
4f SHALLOW LAND 2433 SQFT SIZE SECONDARY
ELEV CORIFICE
DEEP POOL 844 SQFT
I UPLAND 300 SQFT 4" 1307
�_! i I PLANT LIST /PLAN ON SHEET C4,3 ELEV GATE V303 ALVE E
\
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STORM ELEVATIONS (ft)
2 -YR
5 -YR
10 -YR
100 -YR
308.2
308.23
308.25
308.30
301.14
301.16
301.19
301.25
299.19
299.21
299.22
299.27
292.01
1 292.13
292.22
292.46
290.66
290.67
290.68
290.71
294.00
294.15
294.28
294.67
297.06
297.26
297.26
297.52
307.86
308.23
1 308.23
1 308.67
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I I DESIGN TABLE
/ PLANT DAM
AREA I SPILLWAY OUTFALL BARREL RISER TRASH ANTI- DRAW DOWN ORIFICE
/ I BMP 8 SQFT TOP I ELEV ILENGTH. SIZE I L FT D FT INV OU COLLAR SIZE TTOP A INVOUT (Fj BTM G RACKI FLOAT SIZE NP B INV 90° D
I
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/ SHALLOW WATER 2153 SQFT INV HW 302.5 SHWT 289.0' WITH 2" ORIFICE
4f SHALLOW LAND 2433 SQFT SIZE SECONDARY
ELEV CORIFICE
DEEP POOL 844 SQFT
I UPLAND 300 SQFT 4" 1307
�_! i I PLANT LIST /PLAN ON SHEET C4,3 ELEV GATE V303 ALVE E
\
\
STORM ELEVATIONS (ft)
2 -YR
5 -YR
10 -YR
100 -YR
308.2
308.23
308.25
308.30
301.14
301.16
301.19
301.25
299.19
299.21
299.22
299.27
292.01
1 292.13
292.22
292.46
290.66
290.67
290.68
290.71
294.00
294.15
294.28
294.67
297.06
297.26
297.26
297.52
307.86
308.23
1 308.23
1 308.67
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5 -YR
10 -YR
100 -YR
308.2
308.23
308.25
308.30
301.14
301.16
301.19
301.25
299.19
299.21
299.22
299.27
292.01
1 292.13
292.22
292.46
290.66
290.67
290.68
290.71
294.00
294.15
294.28
294.67
297.06
297.26
297.26
297.52
307.86
308.23
1 308.23
1 308.67
1/4" THICK CONTINUOUS
ALUMINUM SEALED TO PIPE.
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ANTI -SEEP COLLAR
N.T.S.
GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 inch = 20 ft.
13 -SP -010
HTE #: 13 -0913
APPROVED BY THE TOWN OF CARY
DEVELOPMENT REVIEW COMMITTEE
PLANNER
Date
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PROJECT #:12 -4043 DATE: 02 -14 -2013
DRAWN BY: MB CHECKED BY: ET
TITLE
BMP #7 & #8
DETAIL
SHEET
C 1100%
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PROJECT #:12 -4043 DATE: 02 -14 -2013
DRAWN BY: MB CHECKED BY: ET
TITLE
BMP #7 & #8
DETAIL
SHEET
C 1100%
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8" Min. Low Permeable Soil
Drainage Tile v
Note:
Keystone Cap Unit
T.W. Per Gradinq Plan
Keystone Standard
Unit or Equal
■
Unit Drainage Fill
L
(3/4" Crushed
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Unreinforced Concrete
or Crushed Stone
Foundation Soil Leveling Pad
When site conditions require, wrap drainage
tile in 3/4" aggregate and filter fabric with
drainage composite or aggregate back drain
system, as directed by geotechnical engineer.
Schematic Reinforced Wall Section (Keystone or Equal)
NOTES:
1. RETAINING WALL ENGINEER TO PROVIDE DETAILED DESIGN AND
CALCULATIONS FOR ALL WALLS AND OBTAIN NECESSARY PERMITS,
INSPECTIONS, AND CERTIFICATIONS.
2. RETAINING WALL COLOR TO BE DARK BROWN.
48" Aluma -Guard Fence
(Where Required Engineer Place Post in Center of
to Provide Footing Detail) Standard Unit Void
CV
Non - Shrink Grout
Post in Place
4" Cap
Unit
i
Keystone
Standard
Unit or
equal
Geogrid
Fence Section Detail
TOP OF WALL
BACK OF TOP UNIT
TW —TOP OF WALL
FRONT OF TOP UNIT
BW —AT
FINISHED GRADE-
SEGMENTAL BLOCK RETAINING WALL NOTES
1. TW— REFERS TO TOP OF WALL ELEVATION
BW— REFERS TO BOTTOM OF WALL ELEVATION AT FINISHED GRADE NOT FOOTING
GRADE.
2. IF STAKED BY WSP SELLS, BOTTOM OF WALL GRADE AT FINISHED GRADE
WILL BE STAKED. ANY DIFFERENCES BETWEEN FOUNDATION OF WALL AS COMPARED
TO FINISHED GRADE BOTTOM IS TO BE STATED SO ON RETAINING WALL PLANS
BY OTHERS.
3. IF WALL CONTRACTOR REQUIRES ADDITIONAL STAKING BEYOND WALL AT FINISHED
GRADE THE WALL ENGINEER OR OTHERS WILL PROVIDE A CAD FILE FOR ALL WALL(S)
NOTING LOCATION OF THE ITEMS TO BE STAKED. LOCATIONS WHERE WALL BREAKS
OR CHANGES IN WALL ANGLES ARE TO BE NOTED ON THE CAD FILE.
3. WALL BATTER ASSUMPTIONS
i" PER 8' VERTICAL RISER
THE WALL CONTRACTOR /OR WALL ENGINEER SHALL NOTIFY THE CIVIL ENGINEER IF
THE RETAINING WALL BATTER MUST DEVIATE FROM THE ABOVE WALL ASSUMPTIONS
AT THE TIME OF DESIGN FOR VERIFICATION TO MEET SITE DESIGN CRITERIA.
4. PRIOR TO WALL STAKING A MEETING SHALL BE HELD BY THE SURVEYOR AND WALL
CONTRACTOR TO DETERMINE STAKING CRITERIA.
5. CONTRACTOR TO PROVIDE DETAIL RETAINING WALL DRAWINGS, SIGNED BY REGISTERED ENGINEER.
6. MAXIMUM BLOCK DEPTH FOR RETAINING WALL #1 IS 1 FT.
e
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EXISTING 20' / \
SS EASEMENT I
DB 9390 PG 326
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0. TYPE B BUFFER
GRAPHIC SCALE
0 50 100 200
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RETAINING WALL KEY SHEET
EXISTING 30' SS EASEMENT
DB 11302 PG 507
NOTE: ALL RETAINING WALLS REQUIRE
INDIVIDUAL PERMITS.
NOTE: RETAINING WALLS THAT ARE LOCATED
NEAR PUBLIC STREETS AND ARE WITHIN THE
ZONE OF INFLUENCE OF THE ROADWAY
SYSTEM (I.E. SUPPORTING ANY PART OF THE
ROADWAY SYSTEM; ROAD, SIDEWALK,
UTILITIES, ETC) WILL NEED TO BE DESIGNED
AND CONSTRUCTED AS CAST —IN —PLACE
CONCRETE RETAINING WALLS.
A SAFETY RAIL MEETING THE NC BUILDING
CODE FOR FALL PROTECTION IS REQUIRED
AT RETAINING WALLS WITH A CHANGE IN
ELEVATION MORE THAN 30 INCHES.
NOTE: RETAINING WALLS SHOWN ARE FOR
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SELLS
Transportation & infrastructure
15401 Weston Parkway Suite 100 - Cary, NC 27513 - 919.678.0035
www.wspsells.com
License Number- F-0891

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17 34
2.0"CONCRETE
CURB AND GUTTER
ASPHALT
PARKING AREA
EXISTING 20`SS
EASEMENT
PB 2003 PG 1504
+
1 r
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4'CONCRETE
SIDEWALK
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01
M 1
60' 30' 0 60' 120'
MAKE I V
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30,
NEI
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1PU
GENERAL NOTES:
1. NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT NOT LIMITED TO, LANDSCAPING,
GRADING, ARCHITECTURAL DESIGN (ESPECIALLY COLORS), LIGHTING OR UTILITIES SHALL BE MADE
WITHOUT THE APPROVAL OF THE DEVELOPMENT REVIEW COMMITTEE OF THE TOWN OF CARY,
LV\ Q_n 2. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
25 OCCUPANCY (CO),
3. GARBAGE CONTAINMENT TO BE LOCATED BETWEEN UNITS OR IN GARAGES AND SCREENED (WHEN
MAKE Ir FUTURE STUB ON THE EXTERIOR) BY FENCES OR OTHER MATERIAL COMPATIBLE WITH THE BUILDINGS,
I' rMA" Ir NO" IT TO NORTH
ti tJUl1`FER___� /_UNK '\'a,
tlM�—MAPLE IM 15- /
MAPILl __"PUEV'f4 I- POPLAR im PINE Ir
POPLAR Ir TON FAILS TO FUNCTION ADEQUATELY AS REQUIRED, THE
(@MAPLElCr _*PffiElr 4. WIHERE EXISTING OR PROPOSED VEGETA
-4 6
TOWN OF CARY SITE INSPECTOR RESERVES THE RIGHT TO REQUIRE SUPPLEMENTAL PLANTINGS IN
2,C
PINE I MAIM
GUM 1
2M
ADDITION TO THOSE SHOWN ON THE LANDSCAPE PLAN BASED ON ACTUAL FIELD CONDITIONS.
2M
r
OAK,t
r
r
136 135 134 133
132
1 5 144 143 142 141 140 139 138 137 OAKIr 5. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETED. THE
130 FENCING SHALL BE REMOVED PRIOR TO THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF
N OCCUPANCY (CO),
CABLE, TELEPHONE, GAS OR OTHER SIMILAR UTILITY SHALL BE LOCATED IN THE SIDE OF REAR
TIES ASSOCIATES WITH ON—SITE ELECTRIC,
6. ALL ABOVE GROUND UTILITY EQUIPMENT AND FACILI
POPLARIV
YARD AREA OF THE SITE AND SCREENED, TO THE EXTENT POSSIBLE, WITH EVERGREEN PLANTINGS.
P T`INGS SHALL ALLOW FOR A MINIMUM OF 5' CLEARANCE AROUND THE STRUCTURE TO ALLOW
< 'LAN
STREET C (50'PRIVATE " � I
—C), —SJC;H-V —TMM
TOC UTIL. AND FOR ACCESS. ADDITIONALLY, ANY SIDE OF THE STRUCTURE HAVING A DOOR OR LOCK, THE
WALNUT 19"
_4 - PLANTINGS SHALL ALLOW FOR A 10' CLEARANCE. THE AMOUNT OF CLEARANCE SHALL ACCOUNT
FOR THE SIZE OF THE PLANT MATERIAL AT MATURITY.
_ET C
4
PINE Is, SV& _IUM 13,
MAPLE21'
GUM I
7. NO TREE SHALL BE LOCATED WITHIN A ROADWAY RIGHT—OF—WAY, WITHIN FIVE FEET OF A
;7
Hi SIDEWALK OR WITHIN TEN FEET OF A LIGHTING LOCATION.
i SWEET GUM Ir
Rlr
POP" PINE 15-1
120 121 123 8. ALL HVAC AND OTHER MECHANICAL SYSTEMS SHALL BE SCREENED FROM PUBLIC VIEW.
122 '124 12.5 126 uAi
PINE21. WALNUT 01
PINE2r
9. ALL SHRUBS INSTALLED AS VEHICULAR SCREENING WILL BE MAINTAINED AS A CONTINUOUS HEDGE
50, TOC I
Z:Y� � AT A MINIMUM HEIGHT OF 36 INCHES.
+
BAN TRA!T
_,,<2,648 SF!
10. THE SIZE OF THE PLANTING AREA AND OF PLANT MATERIAL AT MATURITY SHALL ALLOW FOR A
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PO
PINE 21'
if
NOTE
ENLARGEMENT MR, TYPICAL 11. ALL PLANT MATERIAL INSTALLED WITHIN A SIGHT DISTANCE MAINTENANCE EASEMENT SHALL BE
isr
I OT AK]ln� =rWIT YAW)MAINTAINED AT A HEIGHT ABOVE SIX FEET OR BELOW TWO FEET.
FINE:
STREETSCAPE. TREES :AND: PINE IV—\ 1 0 ­7 27
POPLARIr
U NDERSTORY, TREES SHEET. t*�,
114
PIN
13 PINE 2W
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MAPLEII-
SUFFER PNEII_
P
/Ck j-"KTTli ENT
OAK' 11302 PIG 507 )L4'
NEIGHBORHOOD GREEN 2
SEE L3 FOR PLANTlNG
PLANTING DETAILS
Shrub, Groundcover, and Perennial Planting
SET TOP OF ROOT BALL l'-jz, ABOVE
6X
FIN134ED GRADE
GROUND. SET TOP OF BALL
VLUSH WITH FINISHED
Cb
2 XSHREDDED DARK MULCH - DO NOT
PLACE AGAINST TRUNK
BACKFILL AMEND THE TOP 6
ErY1NCCRPORATING1* 1.5*
ENTRANCE MONUMENTATION
SEE DETAIL — SHEET lL4
e
17"
_4111YIEUGUMI
'Pit
2r
OAK
L
6,
�4
C 2W 4U I T I't"
— ­__r ".'
17, )AK
ir
BMP-1
SEE L2 FOR
PLANTING
OAK il-
"0 21' 48
X"/,
J
+
10f,
4,
OA15 141*
VT,
Z".
21" BMP-2
SEE L2 FO
f 3
PLANTING
OAK
4
5
6 X,
N
7
MAKE I I*
i
42
i 9 A 4
AK 12-
ASPHALT
PARKING AREA
Pk IF
40
39
NEIIW
2
PINE 13- 38
--- Ju
L) 37
I , -4 ,
L i CD :-2 1
36
PM Ir
16
Q �n
17 34
2.0"CONCRETE
CURB AND GUTTER
ASPHALT
PARKING AREA
EXISTING 20`SS
EASEMENT
PB 2003 PG 1504
+
1 r
6k
­4'META�'\,
RAIL
4'CONCRETE
SIDEWALK
I
OAK IV
01
M 1
60' 30' 0 60' 120'
MAKE I V
�ul
30,
NEI
GRI
�-,SEI
1PU
GENERAL NOTES:
1. NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT NOT LIMITED TO, LANDSCAPING,
GRADING, ARCHITECTURAL DESIGN (ESPECIALLY COLORS), LIGHTING OR UTILITIES SHALL BE MADE
WITHOUT THE APPROVAL OF THE DEVELOPMENT REVIEW COMMITTEE OF THE TOWN OF CARY,
LV\ Q_n 2. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
25 OCCUPANCY (CO),
3. GARBAGE CONTAINMENT TO BE LOCATED BETWEEN UNITS OR IN GARAGES AND SCREENED (WHEN
MAKE Ir FUTURE STUB ON THE EXTERIOR) BY FENCES OR OTHER MATERIAL COMPATIBLE WITH THE BUILDINGS,
I' rMA" Ir NO" IT TO NORTH
ti tJUl1`FER___� /_UNK '\'a,
tlM�—MAPLE IM 15- /
MAPILl __"PUEV'f4 I- POPLAR im PINE Ir
POPLAR Ir TON FAILS TO FUNCTION ADEQUATELY AS REQUIRED, THE
(@MAPLElCr _*PffiElr 4. WIHERE EXISTING OR PROPOSED VEGETA
-4 6
TOWN OF CARY SITE INSPECTOR RESERVES THE RIGHT TO REQUIRE SUPPLEMENTAL PLANTINGS IN
2,C
PINE I MAIM
GUM 1
2M
ADDITION TO THOSE SHOWN ON THE LANDSCAPE PLAN BASED ON ACTUAL FIELD CONDITIONS.
2M
r
OAK,t
r
r
136 135 134 133
132
1 5 144 143 142 141 140 139 138 137 OAKIr 5. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETED. THE
130 FENCING SHALL BE REMOVED PRIOR TO THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF
N OCCUPANCY (CO),
CABLE, TELEPHONE, GAS OR OTHER SIMILAR UTILITY SHALL BE LOCATED IN THE SIDE OF REAR
TIES ASSOCIATES WITH ON—SITE ELECTRIC,
6. ALL ABOVE GROUND UTILITY EQUIPMENT AND FACILI
POPLARIV
YARD AREA OF THE SITE AND SCREENED, TO THE EXTENT POSSIBLE, WITH EVERGREEN PLANTINGS.
P T`INGS SHALL ALLOW FOR A MINIMUM OF 5' CLEARANCE AROUND THE STRUCTURE TO ALLOW
< 'LAN
STREET C (50'PRIVATE " � I
—C), —SJC;H-V —TMM
TOC UTIL. AND FOR ACCESS. ADDITIONALLY, ANY SIDE OF THE STRUCTURE HAVING A DOOR OR LOCK, THE
WALNUT 19"
_4 - PLANTINGS SHALL ALLOW FOR A 10' CLEARANCE. THE AMOUNT OF CLEARANCE SHALL ACCOUNT
FOR THE SIZE OF THE PLANT MATERIAL AT MATURITY.
_ET C
4
PINE Is, SV& _IUM 13,
MAPLE21'
GUM I
7. NO TREE SHALL BE LOCATED WITHIN A ROADWAY RIGHT—OF—WAY, WITHIN FIVE FEET OF A
;7
Hi SIDEWALK OR WITHIN TEN FEET OF A LIGHTING LOCATION.
i SWEET GUM Ir
Rlr
POP" PINE 15-1
120 121 123 8. ALL HVAC AND OTHER MECHANICAL SYSTEMS SHALL BE SCREENED FROM PUBLIC VIEW.
122 '124 12.5 126 uAi
PINE21. WALNUT 01
PINE2r
9. ALL SHRUBS INSTALLED AS VEHICULAR SCREENING WILL BE MAINTAINED AS A CONTINUOUS HEDGE
50, TOC I
Z:Y� � AT A MINIMUM HEIGHT OF 36 INCHES.
+
BAN TRA!T
_,,<2,648 SF!
10. THE SIZE OF THE PLANTING AREA AND OF PLANT MATERIAL AT MATURITY SHALL ALLOW FOR A
Z36 ACRIES� TWO ANIT) r)NF—PAI 17 P17PT VAr)P- P111KAP17P C)\197PWAW_- kAC7AQ11DP-r) Mn" TLJr- DAr-V r',C- rl"OD
PO
PINE 21'
if
NOTE
ENLARGEMENT MR, TYPICAL 11. ALL PLANT MATERIAL INSTALLED WITHIN A SIGHT DISTANCE MAINTENANCE EASEMENT SHALL BE
isr
I OT AK]ln� =rWIT YAW)MAINTAINED AT A HEIGHT ABOVE SIX FEET OR BELOW TWO FEET.
FINE:
STREETSCAPE. TREES :AND: PINE IV—\ 1 0 ­7 27
POPLARIr
U NDERSTORY, TREES SHEET. t*�,
114
PIN
13 PINE 2W
PINE 19'_
PINE TV
21, PINE 2W PW-2r
—MAPLE
PINE 2T
+
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POPLAR 2.�:
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2: Pit
69 +
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PINE' MAPLIE 1 r
or
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3
68
5
82
83 loo
67 FINE
99
84
6 98
+
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86
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64
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PLANTING P17
, 0 +
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THE lr LAWN
PO r
IV PINE 2T 92
OAK Ir PINE Ir —
PINE 11— Ir-
-']47J 92
PtNE __6m/
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MAPLIEII* 1
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90
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20' TYPIE ------ z
MAPLEII-
SUFFER PNEII_
P
/Ck j-"KTTli ENT
OAK' 11302 PIG 507 )L4'
NEIGHBORHOOD GREEN 2
SEE L3 FOR PLANTlNG
PLANTING DETAILS
Shrub, Groundcover, and Perennial Planting
SET TOP OF ROOT BALL l'-jz, ABOVE
FOLD BURLAP DOWN TNT
FIN134ED GRADE
GROUND. SET TOP OF BALL
VLUSH WITH FINISHED
GRAFF
2 XSHREDDED DARK MULCH - DO NOT
PLACE AGAINST TRUNK
BACKFILL AMEND THE TOP 6
ErY1NCCRPORATING1* 1.5*
CO POSTED GROUND BARK
CONAINFE? GROWN PLANT - PULL ROOTS
OR OTHER SUITABLE
0111 OF RAI 1, OR CUT SIDES
ORGANIC MATTER OR
PROVIDE NATIVE SOILWIFTEI
FIRM PEDESTAL LINDER ROOT HALL
A MINIMUM OF 5% HUM C_
MATTER
12' DEEP - CULTIVATE
BREAK UP —
ENTIRE PLANTING AREA
ASSINCI E BED WHEN
PLANTING MULTIPLES
(FOR LARGER SHRUB
PIT
R 0 1 BAI IS, MAKE 4-
DEEPER THAN ROCT
PAT 1)
bs shall ooryforim to [he
standards set forth in the most
nece't American Standards for
Nursery Stock published by the
Ampricen Association of
N serymen (AAN.).
2. Sol analysis shall be obtained
prior to canting. Soil shall be
amended as recommended,
3. Sheet preparation of beds is
highly preferred to Individually dug
holes-
REFSEC�
ALL
REVISED:
DETAIL NO:
LA-25
LANDSCAPE
Town of Cary Community Appearance Manual
LAN -38
PLANTING DETAILS
Tree Planting
REM V
PRUNE ONLY TO 0 E AW BROKEN, DEAD OR
ISFASED WOOD WHILE PRESE RVING FORM AND
DO NOT
CHARACTER OF TREE; DO NOT CUT LEADER,
ik, PRUNE IN ORDER TO REDUCE CANOPY SIZE
NATURAL SOIL LINE
RUDE GROWN
TOP OF DALL AS DUG
CUT AND RFMOVF TOP 112 OF WIRE BASKET, TURN
DOWN TOP 112 OF BURLAP; REMOVE ALL CORD & TWINE
FROM BASE OF TRUNK IF NONDEGRADABLE WRAP IS
USED, REMOVE TOTALty
4* BUILT UP EARTH SAUCER AT EDGE Or ROOT BALL
(OPTIONAL) IF PROVIDED. REMOVE PRIOR TO ONE YEAR
INSPEC71ON
2-3* SHREDDED DARK MULCH, 3 ' MINNUM FROM I RUNK
(DO NOT PLACE MULC IT IN CONTACT WTI I TREE TRUNK)
UNAMENDED BACKFILL
BREA K I IP EDC E OF PLANT ING PI T
TAMP SOIL SOLIDLY AROUND BASF OF ROOT BALL
M
LEAVING SOIL PEDESTAL UNDIS I URRED
Y
NOTES
L 1. Contractor to verify that adequate drainage
exists prior to panting,
Do not wrap Trunk of tree.
y
Staking of trees Is not recommended, except on
�LT windy sites a for large evergreen trees. If
j
staking Is d", Ii straps - not hose and
wire - should be used and must be rorroved at
appropriate Urns. Property Own� is responsible
for replacement 0 destroyed or damaged trees,
-ANTING HOLE 4. AM Ire s shall ccr�forrn to the RtandordA set forth
WIDTH 3 X WIDTH OF ROOT BALL Inthee st recent American Sfanden:(2 For
mo
Normy Stock published by the Ainerican
Association of Nurserymen (A A N.)
Trees with rootflare covered bymora than 1.5'
of = will be rejected prior to Installation.
6. A root collar excavation for aJI brees specified
will be don" by the Tom Aborist to ensure that
trees were riot planted/grown too deeply at the
source (nursery). Landscape oontrac(or shall
have supplier mark ground level line above
rootball. If Town Arborst determines that there
is excessive soil over roof crown, these trees
will be rejected, REF SEC:
ALL
REVISED:
DETAL NO:
LA-24
LANDSCAPE
Town of Cary Community Appearance Manual
LAN -37
M0
pial IV17
ri
V6w0nm
J111 ME I ONE$, INC,
Landscape Architecture
Land Planning
Em4ronmental Design
CERTIFICATION #: NCBLA C-12
905 Jones Franklin Road
Raleigh, North Carolina 27606
[phone] fax. [phone]
277 SE 5th A ven ue
Delray Beach, Florida 33483
[phone] fax. [phone]
0 PROJECT
GLENCROFT
TOWNHOMES
Cary, North Carolina
13-SP-01 0
HTE #: 13-0913
Approved by the Town of Cary
Development Review Committee
Planner: Date:
0 REVISIONS
5/9/13 per TOC comments
• DRA'AW CHECICED
RT WH
• SCALE DATE OMMM
1 11=60' 2/14/13
• TITLE
Landscape
Plan
• FILE NO. waw=� JOB No,
• SEAL SHEET NO.
01III11111111111111
% A
%
S
A" . =
C -12
L I
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MY IRNER I MOCIAM, INC,
Landscape Architecture
Land Planning
Em4ronmental Design
CERTIFICATION #: KCBLA C-12
9615 Jones Franklin Road
Raleigh, North Carolina 27606
[phone] lax [phone]
277 SE 5th Avenue
Delray Beach, Florida 33483
[phone] fax [phone]
4 PROJECT
GLENCROFT
TOWNHOMES
Cary, North Carolina
Xx-XX-XXX
HTE #: xx-xxxx
Approlvedg by the Town of Cary
Development Review Committee
Planner: Date:
n REVISIONS
S%R, V3 7-Owd 40ffieK&-VrS
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• TITLE
BMP
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M SEAL SHEET NO,
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MEDIUM HT.
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MATCH ENT
ANNUALS
Neighborhood Green 1
SCALE: 1"=20'
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Landscape Architecture
Land .Planning
Environmental Design
CERTIFICATION #: NCBLA C -12
905 Jones Franklin Road
Raleigh, North Carolina 27606
(919) 851 -7150 fax [phone]
277 S.E. 51h Avenue
Delray Beach, Florida 33483
[phone] fax. [phone]
■ PROJECT
GLENCROFT
TOWNHOMES
Cary, North Carolina
13 -SP -010
HTE #: 13 -0913
Approved by the Town of Cary
Development Review Committee
Planner:
■ REVISIONS
Date:
5/9113 per TOC comments
■ DRAWN CHECKED M
RT WH
■ SCALE DATE
as shown 2114113
■ TITLE
Neighborhood
Green Planting
& Details
■ FILE NO. r JOB NO.
■ SEAL
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Landscape Maintenance Agreement
The owners of the property and their agents, heirs or assigns shall be responsible for the installation,
preservation and maintenance of all plantings and physical features shown on this plan. The owners
shall be responsible for annual maintenance of the vegetation to include but not limited to:
a. Fertilization: Lawn: Submit representative soil samples of turf areas for agronomic chemical
analysis every five years or whenever turf is performing poorly. Test should determine need for
lime, nitrogen,, phosphorus, potassium and minor nutrients. Apply lime and fertilizer products as
recommended by the soil laboratory. Obtain separate recommendations for cool season turf in
general, or the specified type of warm season turf.
Fertilize established cool season turf in the fall. Use a complete analysis (N -P4,) turf fertilizer
product applied at a rate that will provide a slow uniform release of 2.0 - 3.5 Ibs of nitrogen
during the period from Sept - Dec. More than one application may be required. For fertilizing
newly seeded or sodded cool season turf during months outside the Sept - Dec. time period,
follow the fertilization recommendations of the NC Cooperative Extension Service. Fertilize
established warm season turf during the growing season at fertilizer rates recommended by a
soil test or by the NC Cooperative Extension Service. Inform the soil laboratory of the specific
type of warm season turf grown.
b. Pruning: Pruning shall be limited to removal of dead wood or branches for trees or for sight
distances /safety reasons. The Shigo standards should be adhered to. The pruning of shrubs
shall be limited to the pruning necessary to maintain the natural shape of the plant except for
sheared hedges.
c. Pest Control: Pre-emergent weed control for lawns and shrub beds may be applied in February.
Chemical treatment for insect infestation and disease may be applied and shall be specific to the
problem.
d. Mulching: Mulching shall be maintained at a depth of 2 -3" in plant beds. Mulch shall be reapplied
every two years.
e. Mowing: Primary fescue lawns shall be maintained at a height of 3" and shall be mowed
approximately 30 times per year. Secondary turf areas may be maintained higher and less
frequently. Warm season grasses shall be mowed as needed during the growing season to
maintain the recommended height of the species of turf grass.
f. Plant Protection: Avoid excess intrusion into the root zone area of established plantings.
g. Watering: If any irrigation system is utilized, the system shall be regulated to provide
approximately 1" of rainfall per week during the growing season.
Failure to maintain all plantings in accordance with this plan may constitute a violation of the
Land Development Ordinance and may result in fines.
Soil Amendments
The landscape contractor shall have soil tests performed at various locations determined by a
professional with proven expertise in agronomy, soil science, or landscape architecture; and
subsequently submitted to that professional for interpretation and recommendations )regarding pH
correction and/or nutritional supplements and methods to be employed to achieve certification that
the work was performed. The landscape contractor shall comply with such recommendations and
shall submit the certification to the Owner and the Town of Cary Planning Department prior to
issuance of a CO for the building.
15 `, 4
BUFFER PLANTING STANDARDS
Type B Semi - opaque
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EXISTING TREE TO BE SAVED
NEW EVERGREEN TREE
NEW DECIDUOUS TREE
OPTIONAL FENCE OR WALL
NEW EVERGREEN SHRUBS
NEW EVERGREEN SHRUBS
OPTIONAL FENCE OR WALL
NEW EVERGREEN TREE
NEW DECIDUOUS TREE
E7(BTING TREE TO BE SAVED
NEW DECIDUOUS SHRUB
TYPE B BUFFER INTENT
Formation of a semi-cpequo screen Rom the
ground to a height of at least 6 feet
MINIMUM PLANTING REQUIREMENTS
Trees
25% or all new trees shall he evergreen.
Mature height =4Y H
Installed size= 2' cal.
Ilia
75% of al new shrubs shall be evergreen.
Mature height = T H
Installed size = 24` H
NOTES
t. Refer to NOTES listed on page
LA-&
REF SEC:
14.1.4E(2)
-- ----- " REVISED -
BUFFER WIOTH DETAIL N
ILO:
M ME TABLE 1iAAA IN THE LD.Oj LA-2
Town of Cary Community Appearance Manual
LAN - 7
Entrance Monumentation
SCALE: 3/8 " =1'-0"
WHEN
'PUBLIC VIEW"
UNDERSTORY TREE
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>> TOWNHOME.
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3 POL-1— 3 POL
ADDITIONAL PLANT SELECTIONS
FOR VARIETY & EXPOSURE
UPRIGHT EVERGREENS:
LIGUSTRUM JAPONICUM
LIGUSTRUM RECURVE
CLEYERA JAPONICA
CAMELLIA SASANQUA
MASS /LOW SHRUBS:
ABELIA 'KING RICHARD'
PRUNUS L. 'OTTO LUYKEN'
ILEX CORNUTA 'CARRISSA'
RAPHEOLEPSIS INDICA
AZALEA ENCORE (VAR)
AZALEA INDICA (VAR)
GROUND COVERS FOR NARROW
APPLICATIONS:
URIOPE MUSCARI 'BIG BLUE'
URIOPE MUSCARI VARIEGATA
HEMEROCALLIS (VAR)
HYPERICUM
1 INP 40 Lm 5 le
5 Ic WHEN NOT
'PUBLIC VIEW"
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OR 20 Hd
Typical Unit Planting
SCALE: 1"=20'
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SEE PLANTING PLAN
STREET TREE — TYP.
SEE PLANTING PLAN
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JERRY TURNER I MONTH, INC,
Landscape Architecture
Land Planning
En viranmen tal Design
CERTIFICATION #: NCBLA C-12
905 Jones Franklin Road
Raleigh, North Carolina 27606
[phone] fax [phone]
277 S.E. 51h Avenue
Delray Beach, Florida 33483
[phone] fax. [phone]
■ PROJECT
GLEN CROFT
TOWNHOMES
Cary, North Carolina
13 -SP -010
HTE #: 13 -0913
Approved by the Town of Cary
Development Review Committee
Planner: Date:
• REVISIONS
5/9/13 per TOC Comments
• DRAWN CHECKED
RT WH
• SCALE DATE
as shown 2/14/13
• TITLE
Plan, t List
& Details
• FILE NO. r■1 JOB NO.
• SEAL SHEET NO.
C -12 z z=
L4