SW3191101_Plan (Set)_20200414

SDP-0
C-101
COVER SHEET
GENERAL NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES.
CONSTRUCTION
APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-SDP-0.DWG PRINTED BY: RMCDOWELL 4.14.20 @ 11:44 AM LAST SAVED BY: RMCDOWELL
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGFLB190107
TGH
APL
08/27/19
AS NOTED

CAMBRIDGE
VILLAGE
MULTIFAMILY
NORTH PILOT KNOB
ROAD, LLC
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY

SEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA047366
STEVE
R. F A R M A R TINO4/13/20
1 2/12/20 2ND SUB
BUILDING PERMIT SF
2 3/4/20 TRC SUBMITTAL SF
3 3/18/20 DUKE LANDSCAPING
UPDATES SF
4 4/13/20 NCDEQ COMMENTS SF
CAMBRIDGE VILLAGE MULTIFAMILY
FOR
NORTH PILOT KNOB
ROAD, LLC
LOCATION OF SITE
NORTH PILOT KNOB ROAD &
NC BUSINESS HIGHWAY 16
DENVER, NC 28037
LINCOLN COUNTY
TMS#: 4602-64-4144; 5601-74-1002
DEVELOPER
CAMBRIDGE-DENVER, LLC
831 E. MOREHEAD STREET, SUITE 245
CHARLOTTE, NC 28202
CONTACT: GEORGE L. MALOOMIAN
PHONE: [phone]
1927 S TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
CONTACT: STEVE FARMARTINO
NC, PLLC NCBELS P-1132
PREPARED BY
LOCATION MAP
COPYRIGHT 2003
DELORME STREET ATLAS 2004 PLUS USA
SCALE: 1"=2000'
Sheet List Table
Sheet Number Sheet Title
C-101 COVER SHEET
C-102 GENERAL NOTES
C-103 GENERAL NOTES & LEGEND
C-201 BOUNDARY SURVEY
C-202 EX. CONDITIONS & DEMOLITION PLAN
C-301 OVERALL SITE PLAN
C-302 SITE PLAN
C-303 SITE PLAN
C-401 OVERALL PAVING, GRADING, & DRAINAGE PLAN
C-402 PAVING, GRADING, & DRAINAGE PLAN
C-403 PAVING, GRADING, & DRAINAGE PLAN
C-404 STORM SCHEDULE
C-501 OVERALL UTILITY PLAN
C-502 UTILITY PLAN
C-503 UTILITY PLAN
C-504 SANITARY SEWER PROFILE
C-601 PRE DEVELOPMENT DRAINAGE MAP
C-602 POST DEVELOPMENT DRAINAGE MAP
C-603 SUB DRAINAGE AREA MAP
C-604 PHASE I OVERALL SOIL EROSION CONTROL PLAN
C-605 PHASE II OVERALL SOIL EROSION CONTROL PLAN
C-701 OVERALL LANDSCAPE PLAN
C-702 LANDSCAPE PLAN
C-703 LANDSCAPE PLAN
C-704 LANDSCAPE PLAN
C-705 NOTES AND DETAILS
C-901 SITE DETAILS
C-902 SITE DETAILS
C-903 SITE DETAILS
C-904 UTILITY DETAILS
C-905 UTILITY DETAILS
C-906 E&SC DETAILS
C-907 E&SC DETAILS
C-908 E&SC DETAILS
C-909 E&SC DETAILS
C-910 E&SC DETAILS
C-911 WET POND DETAILS
C-912 WET POND DETAILS
LdC2LdB2LdC2LdC2LdB2LdB210PARCEL #1±1.26 ACFFE 783±RETAIL13,100 SFFFE=783.00EX. 2'-6" NCDOTCURB & GUTTER (TYP.)EX. 2'-6" NCDOTCURB & GUTTER (TYP.)EX. HEADER CURBEX. 1'-0" CURB & GUTTER(TYP.)EX. 1'-0" CURB &GUTTER (TYP.)259.33'200.00'1
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'20.00'30.00'EX. RISER ROOMEX.FIRE HYDRANTWITH CHECK VALVE7
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'20.00'20.00'20.00'20.00'20.00'20.00'131513101194741381713137678151174EX PARCEL
CAMBRIDGE-DENVER, LLC
16.15 ACRESEX. 20' SANEASEMENT30.00'TTEX. 1.5" GAS LINE BY
GAS COMPANY
EX. ACCES
S
EASEMEN
TEX. BERMCENTERLINEATWATER LANEEX.GATE VALVEEX.GATE VALVE916SSSSSSS
S
EX PARCEL
CAMBRIDGE-DENVER, LLC N0°29'18"W 118.53'N24°57'01"E 207.81'N84°55'3
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N84°55'3
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'S5°51'44"E 43.84'S5°44'36"E 61.37'S5°59'01"E 57.25'S6°25'28"E 5.20'S3°02'32"E 283.75'R=46.00'
Δ=035°30'06"
L=28.50'
CHB=S67°00'57"W
CHD=28.05'
R=284.00'
Δ=032°11'01"
L=159.53'
CHB=N79°08'29"W
CHD=157.44'
N
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N72°18'28"E 2.00'N69°32'01"E 100.46'N73°41'28"E 304.12'N6°32'42"W 193.25'S83°24'31"W 22.34'N3°02'32"W 3.88'S83°05'53"
W

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N63°02'59"W 128.17'
S83°28'54"
W

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'S10°33'46"E 78.30'R=200.00'
Δ=041°37'00"
L=145.27'
CHB=S10°14'44"W
CHD=142.10'S31°03'14"W 445.55'
N72°19'11"E 564.21'
S83°27'18"W 15.00'R=444.00'
Δ=029°00'14"
L=224.76'
CHB=N77°33'06"W
CHD=222.37'
R=386.92'
Δ=036°21'58"
L=245.58'
CHB=N79°47'02"W
CHD=241.48'
CRESSE
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NORTH PILOT KNOB ROADNORTH PILOT KNOB ROADR=354.00'
Δ=006°16'20"
L=38.75'
CHB=S86°14'03"W
CHD=38.73'
R=266.00'
Δ=027°34'49"
L=128.04'
CHB=N76°50'23"W
CHD=126.81'
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PROP SAWCUT (TYP)
LOD LODLODLODLODLODLODLOD
LOD LODLODLODLODLOD LODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
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LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
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LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODCONSTRUCTION
APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-DMP-0.DWG PRINTED BY: RMCDOWELL 4.14.20 @ 11:44 AM LAST SAVED BY: SFARMARTINO
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGFLB190107
TGH
APL
08/27/19
AS NOTED

CAMBRIDGE
VILLAGE
MULTIFAMILY
NORTH PILOT KNOB
ROAD, LLC
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY

SEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA047366
STEVE
R. F A R M A R TINO4/13/20
1 2/12/20 2ND SUB
BUILDING PERMIT SF
2 3/4/20 TRC SUBMITTAL SF
3 3/18/20 DUKE LANDSCAPING
UPDATES SF
4 4/13/20 NCDEQ COMMENTS SF
DMP-0
C-202
EX.
CONDITIONS &
DEMOLITION
PLAN
1"=50'
0 5012.52550
PROP WET POND
(SEE SHEET C-907)
EXIST
I
N
G
SHOP
S
BUILDING 3
TYPE 234
FFE = 798.67
FFE = 788.00
9,250 SF
(28 UNITS)
COMPACTOR
BUILDING 8
TYPE 400
FFE = 796.17
8,100 SF
(24 UNITS)
BUILDING 7
TYPE 234
FFE = 785.17
FFE = 795.83
9,250 SF
(28 UNITS)
BUILDING 4
TYPE 200
FFE = 785.67
9,250 SF
(23 UNITS)
BUILDING 6
TYPE 334
FFE = 795.33
FFE = 784.67
10,300 SF
(28 UNITS)
CLUB HOUSE
FFE = 791.00
BUILDING 9
TYPE 500
FFE = 800.17
13,600 SF
(30 UNITS)
BUILDING 2
TYPE 234
FFE = 800.92
FFE = 790.25
9,250 SF
(28 UNITS)
BUILDING 1
TYPE 100
FFE = 798.67
9,800 SF
(30 UNITS)
BUILDING 5
TYPE 334
FFE = 794.33
FFE = 783.67
10,300 SF
(28 UNITS)
7
12
9
10
5
13
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14
7
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9 11
15
12
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PROP WET POND
(SEE SHEET C-908)
2
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CAMBRIDGE-DENVER, LLC
16.15 ACRES TT916EX PARCEL
CAMBRIDGE-DENVER, LLC
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NORTH PILOT KNOB ROADCONSTRUCTION
APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-SSP-0.DWG PRINTED BY: RMCDOWELL 4.14.20 @ 11:45 AM LAST SAVED BY: RMCDOWELL
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGFLB190107
TGH
APL
08/27/19
AS NOTED

CAMBRIDGE
VILLAGE
MULTIFAMILY
NORTH PILOT KNOB
ROAD, LLC
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY

SEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA047366
STEVE
R. F A R M A R TINO4/13/20
1 2/12/20 2ND SUB
BUILDING PERMIT SF
2 3/4/20 TRC SUBMITTAL SF
3 3/18/20 DUKE LANDSCAPING
UPDATES SF
4 4/13/20 NCDEQ COMMENTS SF
SSP-0
C-301
OVERALL SITE
PLAN
1"=50'
0 5012.52550
PROPERTY OWNER (S):BBC CAMRIDGE LLC
SITE ADDRESS (S):
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY
PARCEL ID NO (S):4602-64-7391 AND 4602-74-1002
ENGINEER:BOHLER ENGINEERING
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
EXISTING USE:VACANT(WOODED), SINGLE-FAMILY RESIDENTIAL
PROPOSED USE:MULTI-FAMILY
EXISTING ZONING:R-T
PROPOSED ZONING:PD-R
FUTURE LAND USE:
FEMA FLOOD ZONE:THIS SITE IS LOCATED WITHIN ZONE "X" COMMUNITY
NUMBER 120048, PANEL NUMBER 0710, EFFECTIVE AUGUST
18, 2014
MAXIMUM PROPOSED
UNITS 260 UNITS 248 UNITS
STORIES 4 STORIES
BUILDING HEIGHT 60'-0"
BUILDING SETBACK:REQUIRED PROVIDED
FRONT 15'15'
SIDE 10'10'
REAR 10'10'
LANDSCAPE BUFFER:
FRONT 10' CLASS "A" BUFFER AND 15'
LANDSCAPE YARD 15'
SIDE 10' CLASS "B" BUFFER 10'
REAR 10' CLASS "B" BUFFER 10'
AREA CALCULATIONS:
SITE AREA 461,528 SF (± 10.6 AC)
TOTAL IMPERVIOUS AREA 306,887 SF
APARTMENT BUILDING AREA 90,325 SF
PARKING GARAGES 8,945 SF
CLUB BUILDING 5,195 SF
TOTAL BUILDING AREA 104,465 SF
PAVEMENT / SIDEWALK 183,698
PROPOSED OPEN SPACE 154,641 SF
TOTAL PERVIOUS AREA 154,641 SF
REQUIRED PROVIDED
MAXIMUM LOT COVERAGE
BUILDINGS:50%22.60 %
IMPERVIOUS AREA:90%66.50 %
MINIMUM OPEN SPACE:50%33.50 %
MINIMUM LANDSCAPING:10%
PARKING REQUIREMENTS:
NORTH SITE PARKING REQUIRED UNITS
1 BEDROOM 1.5 SPACES PER UNIT 54 (x1.5 = 81 SPACES)
2 BEDROOM 1.75 SPACES PER UNIT 18 (x1.75 = 32 SPACES)
3+ BEDROOM 2 SPACES PER UNIT 12 (x2 = 24 SPACES)
TOTAL RESIDENT PARKING REQUIRED 137 SPACES
GUEST PARKING REQUIRED 5% OF TOTAL REQUIRED 137 x .05 = 7 SPACES
TOTAL REQUIRED PARKING SPACES 144 SPACES
TOTAL PROVIDED PARKING SPACES:150 SPACES
SOUTH SITE PARKING REQUIRED UNITS
1 BEDROOM 1.5 SPACES PER UNIT 71 (x1.5 = 107 SPACES)
2 BEDROOM 1.75 SPACES PER UNIT 93 (x1.75 = 163 SPACES)
3+ BEDROOM 2 SPACES PER UNIT N/A
TOTAL RESIDENT PARKING REQUIRED 270 SPACES
GUEST PARKING REQUIRED 5% OF TOTAL REQUIRED 270 x .05 = 14 SPACES
TOTAL REQUIRED PARKING SPACES 283 SPACES
TOTAL PROVIDED PARKING SPACES:283 SPACES
SITE DATA:
NOTES:
1.GENERAL PROVISIONS
a.THE PLANNED DISTRICT PLAN IS INTENDED TO REFLECT A GENERALIZED ARRANGEMENT OF THE SITE IN TERMS OF
LAYOUT, BUILDING ORIENTATION, STREET NETWORK, PARKING AND OPEN SPACE AREAS.
b.FINAL CONFIGURATION, PLACEMENT AND SIZE OF INDIVIDUAL SITE ELEMENTS, STREET ALIGNMENTS, ETC. MAY BE
ALTERED OR MODIFIED WITHIN THE LIMITS OF THE ORDINANCE AS DESCRIBED IN SECTION 9.5.13, AND THE
STANDARDS ESTABLISHED WITHIN THESE CONDITIONAL NOTES DURING THE DESIGN DEVELOPMENT (PLATTING)
AND CONSTRUCTION PHASES.
c.THE PETITIONER RESERVES THE RIGHT TO MAKE MINOR MODIFICATIONS AND ADJUSTMENTS TO THE APPROVED
PLANNED DISTRICT PLAN, SUBJECT TO STAFF APPROVAL, PROVIDED THAT THE TOTAL NUMBER OF RESIDENTIAL
UNITS DOES NOT EXCEED THE MAXIMUM PERMITTED. ANY MAJOR MODIFICATIONS WILL REQUIRE SUBMITTAL TO
THE BOARD OF COMMISSIONERS.
3.DEVELOPMENT STANDARDS
a.PURSUANT TO SECTIONS 2.4.9 AND 9.5 OF THE LINCOLN COUNTY UNIFIED DEVELOPMENT ORDINANCE (UDO)
ENTITLED PLANNED DEVELOPMENT DISTRICTS AND PLANNED DEVELOPMENT REVIEW RESPECTIVELY; THE
PETITIONER SEEKS TO OBTAIN APPROVAL OF THE USE OF THE FOLLOWING DEVELOPMENT STANDARDS
CONCURRENTLY WITH THE APPROVAL OF THE REZONING PETITION.
b.THESE STANDARDS, AS ESTABLISHED BOTH BY THE CONDITIONAL NOTES AS SET OUT BELOW AND AS DEPICTED ON
THE PRELIMINARY CONCEPT PLAN SHALL BE FOLLOWED FOR THE DEVELOPMENT OF THE PROPERTY.
c.UNLESS OTHERWISE APPROVED AS PART OF THESE CONDITIONAL NOTES, THE LINCOLN COUNTY UNIFIED
DEVELOPMENT ORDINANCE SHALL PREVAIL WHEN DEVELOPING THE SITE.
4.PERMITTED USES/DENSITIES
a.THE PROJECT SHALL BE LIMITED TO 260 MULTI-FAMILY APARTMENT DWELLINGS AND ANY INCIDENTAL OR
ACCESSORY USES.
b.USES ON THE COMMON OPEN SPACE (COS) MAY INCLUDE LANDSCAPING, FENCES, WALLS, BERMS, PEDESTRIAN
TRAILS, RECREATIONAL USES, ENTRY SIGNAGE, MONUMENTS AND STORM WATER BMPS.
5.AMENITIES
a.THE APARTMENT AREA WILL INCLUDE A POOL AND CLUBHOUSE.
6.OPEN SPACE, BUFFER YARDS, AND LANDSCAPING
a.THE CAMBRIDGE COMMONS MULTI-FAMILY SITE WILL EXCEED THE REQUIRED 12.5% OPEN SPACE.
b.A CLASS “B” BUFFER YARD IS REQUIRED ALONG PROJECT BOUNDARIES PER SECTION 2.4.9.B.3(B) OF THE UDO.
c.LANDSCAPING FOR THE DEVELOPMENT SHALL MEET OR EXCEED ALL REQUIREMENTS OF THE UDO. A DETAILED
LANDSCAPING PLAN WILL BE SUBMITTED TO COUNTY STAFF ALONG WITH THE CONSTRUCTION PLANS.
7.PARKING, LIGHTING AND SIGNAGE
a.PARKING, LIGHTING, AND SIGNAGE SHALL COMPLY WITH ALL REQUIREMENTS IN THE UDO.
8.STORM WATER COMPLIANCE
a.THE CAMBRIDGE COMMONS MULTI-FAMILY SITE SHALL COMPLY WITH ALL REQUIRED STORM WATER MANAGEMENT
REGULATIONS.
b.THIS DEVELOPMENT RESERVES THE RIGHT TO TREAT ITS STORM WATER BY A MASTER POND SHARED WITH THE
ADJACENT PROPERTY.
9.PERMITTING
a.THE PETITIONER UNDERSTANDS THAT ALL PERMITS FROM THE APPROPRIATE AGENCIES MUST BE OBTAINED PRIOR
TO COMMENCEMENT OF RELATED CONSTRUCTION ACTIVITIES.
10.WATER AND SEWER AVAILIBILITY
a.IT IS THE PETITIONER'S RESPONSIBILITY TO INCUR FEES AND INFRASTRUCTURE COSTS FOR PROVIDING WATER AND
SEWER THROUGHOUT THE DEVELOPMENT.
b.THE PETITIONER WILL COMPLY WITH ALL DISTRICT WATER AND SEWER STANDARDS.
11.DEVELOPMENT PHASING
a.THE APARTMENTS MAY BE DEVELOPED IN MULTIPLE PHASES.
b.EACH BUILDING CONSTITUTES A POTENTIAL PHASE.
12.VEHICULAR ACCESS AND ROAD IMPROVEMENTS
a.THE TRAFFIC IMPACT ANALYSIS (TIA) HAS BEEN UPDATED FROM THE ORIGINAL ANALYSIS PERFORMED FOR
CAMBRIDGE VILLAGE.
b.THE INTERSECTIONS REVIEWED FOR THE CAMBRIDGE DEVELOPMENT HAVE BEEN DETERMINED TO BE SUFFICIENT
FOR THIS PHASE OF THE OVERALL DEVELOPMENT.
13.DIMENSIONAL STANDARDS
a.APARTMENT BUILDINGS SHALL MAINTAIN A MINIMUM BUILDING SEPARATION OF 16'.
b.THE CAMBRIDGE COMMONS DEVELOPMENT IS TO BE CONSTRUCTED TO A MAXIMUM OF 4-STORY STRUCTURES WITH
A HEIGHT NOT TO EXCEED 60 FEET PER SECTION 2.6.6.A OF THE UDO.
14.ARCHITECTURAL STANDARDS
a.MULTI-FAMILY APARTMENT BUILDINGS SHALL MEET THE REQUIREMENTS OF THE UDO.MA
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STANDARD DUTY ASPHALT
HEAVY DUTY ASPHALT
HEAVY DUTY CONCRETE
1.5" MILL AND OVERLAY
NCDOT FULL DEPTH PAVEMENT
GRASS-CRETE PRODUCT (MUST SUPPORT 75,000 LBS)
PAVEMENT/MISC. LEGEND
PROP WET POND
(SEE SHEET C-907)24'19'3.2'19'9'19'9'5'19'9'
9'24'9'
9'
8'
7'
2
4
'9'1
9
'
1
0
.
8
'9'39.4'9'9'
7'
1
9
'19'8'9'
8'
1
9
'
9'
9'20'24'9'
24'19'3.7'24'9'20'19'19'19'19'9'24'9'5'
9'
9'
5'24'8'2
4
'
19'
9'
9'24'19'19'9'
2
4
'24'2
4
'9'24'PROP STOP SIGN W/
STOP BAR
PROP STOP SIGN W/
STOP BAR
PROP STOP SIGN W/
STOP BAR
PROP ADA SYMBOL (TYP)
PROP ADA
SYMBOL (TYP)
PROP ADA
SYMBOL (TYP)
PROP ADA
SYMBOL (TYP)
PROP BOLLARD
MOUNTED ADA
PARKING SIGN (TYP)
PROP BOLLARD MOUNTED
ADA PARKING SIGN (TYP)
PROP BOLLARD MOUNTED
ADA PARKING SIGN (TYP)
PROP BOLLARD MOUNTED
ADA PARKING SIGN (TYP)
PROP ADA CROSSWALK TO
BE SCORED AS SHOWN
1
4
'55.1'14.1'51.3'5'29.4'19.2'19.4'11'R3'R4'R20'R4'R
4'R
4'R
30'R3'R
21'R
3'R
4'R30'R
30'R4'R30'R 3'R3'R
5R5'R
4'R4'R4'R
4'R 4'R4'R4'R
3'R
3'R3'R
4'R 15'R4'R4'R4'R
4'R
6'R
6'R4'R 4'R4'R
4'R4'R4'R11'R16'R
PROP STOP
SIGN W/
STOP BAR
BUILDING 8
TYPE 400
FFE = 796.17
8,100 SF
(24 UNITS)
BUILDING 9
TYPE 500
FFE = 800.17
13,600 SF
(30 UNITS)
BUILDING 2
TYPE 234
FFE = 800.92
FFE = 790.25
9,250 SF
(28 UNITS)
BUILDING 1
TYPE 100
FFE = 798.67
9,800 SF
(30 UNITS)111'7
5
.
6
7
'69.25'7
7
.
5
4
'185.42'39.71'9
5
.
6
7
'83.38'8
3
.
1
7
'
1
4
4
.
1
7
'69.25'70.
7
9
'20'PROP ADA COMPLIANT RAMP
PROP ADA
COMPLIANT RAMP
PROP ADA
COMPLIANT RAMP
PROP ADA
COMPLIANT RAMP
PROP ADA
COMPLIANT RAMP
PROP ADA
COMPLIANT RAMP
PROP 10' L/S SETBACK
PROP 15' BUILDING SETBACK
PROP 10' L/S & BUILDING SETBACK
PROP 10' L/S & BUILDING SETBACK
7
9
13
5
7
14
7
7
10
9
7
6
12
13
13
10
8
15
3
8
10 19'1
9
'9'19'PROP GARAGE
WITH 10 PARKING
SPACES AND 16
STORAGE SPACES
PROP 18" CURB AND
GUTTER (TYP)
PROP 18" CURB AND
GUTTER (TYP)
PROP 18" CURB AND
GUTTER (TYP)
PROP 18" CURB AND
GUTTER (TYP)
PROP RIP-RAP
14'PROP ADA CROSSWALK TO
BE SCORED AS SHOWN
PROP BAFFLE WALL
5'5.1'5'5.2'3.
8
'12'7
5
'

T
A
P
E
R

/

D
E
C
E
L
25'

D
E
C
E
L
16
2
.
7
5
'
T
T
T
T T4.5'R2
0
'
2
0
'
20' WIDE EMERGENCY
ACCESS. MUST BE GATED
WITH KNOX BOX
NO PARKING SIGN
14'14'EX. ACCE
S
S
EASEMEN
TN0°29'18"W 118.53'N24°57'01"E 207.81'N84°55'3
9
"
E

1
3
2
.
5
1
'
N84°55'3
9
"
E

2
4
9
.
9
9
'S5°51'44"E 43.84'S5°44'36"E 61.37'S5°59'01"E 57.25'S6°25'28"E 5.20'S3°02'32"E 283.75'R=46.00'
Δ=035°30'06"
L=28.50'
CHB=S67°00'57"W
CHD=28.05'
R=284.00'
Δ=032°11'01"
L=159.53'
CHB=N79°08'29"W
CHD=157.44'
N
6
3
°
0
2
'
5
9
"W

9
8
.
0
5
'
N63°02'59"W 128.17'
S83°27'18"W 15.00'
R=444.00'
Δ=029°00'14"
L=224.76'
CHB=N77°33'06"W
CHD=222.37'
R=386.92'
Δ=036°21'58"
L=245.58'
CHB=N79°47'02"W
CHD=241.48'NORTH PILOT KNOB ROADC
R
E
S
S
E
T

D
E
L
L
I
N
G
E
R

R
O
A
D
LODLOD
LOD LOD LODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODALL CONCRETE AND CURB & GUTTER
WITHIN DUKE EASEMENT TO BE
REINFORCED. MUST WITHSTAND 80,000
LBS VEHICULAR LOAD.
CONSTRUCTION
APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-SSP-0.DWG PRINTED BY: RMCDOWELL 4.14.20 @ 11:45 AM LAST SAVED BY: RMCDOWELL
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGFLB190107
TGH
APL
08/27/19
AS NOTED

CAMBRIDGE
VILLAGE
MULTIFAMILY
NORTH PILOT KNOB
ROAD, LLC
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY

SEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA047366
STEVE
R. F A R M A R TINO4/13/20
1 2/12/20 2ND SUB
BUILDING PERMIT SF
2 3/4/20 TRC SUBMITTAL SF
3 3/18/20 DUKE LANDSCAPING
UPDATES SF
4 4/13/20 NCDEQ COMMENTS SF
SSP-0
C-302
SITE PLAN
1"=30'
0 307.51530MA
T
CH
L
I
N
E

-

SH
E
E
T
3
0
3
STANDARD CONCRETE SIDEWALK
STANDARD DUTY ASPHALT
HEAVY DUTY ASPHALT
HEAVY DUTY CONCRETE
1.5" MILL AND OVERLAY
NCDOT FULL DEPTH PAVEMENT
GRASS-CRETE PRODUCT (MUST SUPPORT 75,000 LBS)
PAVEMENT/MISC. LEGEND
BUILDING 3
TYPE 234
FFE = 798.67
FFE = 788.00
9,250 SF
(28 UNITS)77.83'COMPACTOR
9'24'9'9'24'24'9'24'9'24'19'3.2'9'9'24'19'9'
9'19'9'
1
9
'
9'
24'
2
4
'
19'
9'
9'9'9'19'19'24'
24'9'9'19'9'19'9'9'9'9'24'9'9'19'19'24'9'9'
14.9'
9'18'19'
9'9'
19'19'2
4
'19'5'9'1
9
'9'9'
9'
24'
24'
24'
19'
5'19'9'9'9'
5'9'24'9'
19'8'9'19'9'24'24'9'9'19'8'5'19'5'7'9'8'2
4
'
9'9'1
9
'
19'
1
0
.
8
'9'9'9.9'
9'
7'
1
9
'8'9'
8'
1
9
'
24'3.7'9'24'9'19'19'2
4
'19'9'2
4
'
PROP STOP SIGN W/
STOP BAR
PROP STOP SIGN W/
STOP BAR
PROP STOP SIGN W/
STOP BAR
PROP STOP SIGN
W/ STOP BAR
PROP STOP SIGN W/
STOP BAR
PROP STOP SIGN W/
STOP BAR
PROP STOP SIGN W/
STOP BAR
PROP STOP SIGN W/
STOP BAR
PROP ADA SYMBOL (TYP)
PROP ADA SYMBOL (TYP)
PROP ADA
SYMBOL (TYP)
PROP ADA
SYMBOL (TYP)
PROP ADA SYMBOL (TYP)
PROP ADA SYMBOL (TYP)
PROP ADA
SYMBOL (TYP)
PROP BOLLARD MOUNTED
ADA PARKING SIGN (TYP)
PROP BOLLARD MOUNTED
ADA PARKING SIGN (TYP)
PROP BOLLARD MOUNTED
ADA PARKING SIGN (TYP)
PROP ADA PARKING
SIGN (TYP)
PROP BOLLARD
MOUNTED ADA
PARKING SIGN (TYP)
PROP BOLLARD MOUNTED
ADA PARKING SIGN (TYP)
PROP BOLLARD MOUNTED
ADA PARKING SIGN (TYP)
PROP BOLLARD MOUNTED
ADA PARKING SIGN (TYP)
PROP TRASH
COMPACTOR
PROP ADA CROSSWALK TO
BE SCORED AS SHOWN51.3'5'29.4'19.2'13.6'20.9'19.4'17.
7
'19.4'11'R3'R4'R4'R4'R
4'R
4'R
30'R3'R
21'R
4'R4'R6'R30'R
6'R
4'R4'R30'R9'
R
4'
R21'R4'
R
1
6
'
R 4'R6'R4'R
10'R4'
R11'R
4'R
6'
R11'R4'R 4'R
1
6
'R4'R4'R6'R4'
R
4'
R
4'
R
4'R4'R4'
R
1
1
'
R
4'
R 4'R4'R4'
R
9'
R4'R4'R
4'R4
'R5'R10'R4'
R5'R9'
R21'R3'R 4'R30'R
4'
R4'R4'
R6'R4'
R
4'R4'
R
6'R4'
R4'R8'
R4'R3'R3'R
5R5'R
4'
R
11'R11'R16'R4'R4'R4'R
4'R18'R 4'R
3'R3'R
4'R 15'R4'R
5'11'46.9'6'8'4.8'PROP STOP
SIGN W/
STOP BAR
5'PROP RETAINING WALL
(BY OTHERS)(TYP)
BUILDING 8
TYPE 400
FFE = 796.17
8,100 SF
(24 UNITS)
BUILDING 7
TYPE 234
FFE = 785.17
FFE = 795.83
9,250 SF
(28 UNITS)
BUILDING 4
TYPE 200
FFE = 785.67
9,250 SF
(23 UNITS)
BUILDING 6
TYPE 334
FFE = 795.33
FFE = 784.67
10,300 SF
(28 UNITS)
CLUB HOUSE
FFE = 791.00
BUILDING 2
TYPE 234
FFE = 800.92
FFE = 790.25
9,250 SF
(28 UNITS)
BUILDING 1
TYPE 100
FFE = 798.67
9,800 SF
(30 UNITS)
BUILDING 5
TYPE 334
FFE = 794.33
FFE = 783.67
10,300 SF
(28 UNITS)111'7
5
.
6
7
'69.25'63.75'162.75'83.38'8
3
.
1
7
'
1
4
4
.
1
7
'69.25'69.25'162.75'
162.75'162.75'69.25'162.75'
70.3'
70.
7
9
'20'77.83'20'20'
2
0
'77.83'83.83'PROP ADA COMPLIANT RAMP
PROP ADA
COMPLIANT RAMP
PROP ADA
COMPLIANT RAMP
PROP ADA
COMPLIANT RAMP
PROP ADA
COMPLIANT RAMP
PROP ADA
COMPLIANT RAMP
PROP ADA
COMPLIANT
RAMP
PROP ADA
COMPLIANT RAMP
PROP ADA
COMPLIANT RAMP
PROP ADA
COMPLIANT RAMP
PROP ADA
COMPLIANT RAMP
PROP ADA
COMPLIANT RAMP
PROP ADA
COMPLIANT RAMP
PROP 10' L/S & BUILDING SETBACK
PROP 10' L/S & BUILDING SETBACK 7
12
9
10
5
5
53
1
6
7
9
10
5
10
6
8
16
10
10
10
9 11
15
12
5
5
3
5
8
11
10
4
7
15
7 7
55
6
15 19'69.25'19'19'T
T
PROP GARAGE WITH 5
PARKING SPACES (1 ADA)
AND 4 STORAGE SPACES
PROP GARAGE WITH 5
PARKING SPACES (1
ADA)AND 4 STORAGE
SPACES
PROP GARAGE WITH 5
PARKING SPACES AND
8 STORAGE SPACES
PROP GARAGE WITH 5
PARKING SPACES AND
8 STORAGE SPACES
PROP WET POND
(SEE SHEET C-908)
PROP ADA PARKING
SIGN (TYP)
4'
R19'PROP ADA
COMPLIANT RAMP
2
18'9'19'19'
PROP 18" CURB AND
GUTTER (TYP)
PROP 18" CURB AND
GUTTER (TYP)
PROP 18" CURB AND
GUTTER (TYP)
PROP 18" CURB AND
GUTTER (TYP)
PROP 18" CURB AND
GUTTER (TYP)
PROP 18" CURB AND
GUTTER (TYP)
PROP 18" CURB AND
GUTTER (TYP)
PROP 18" CURB AND
GUTTER (TYP)
PROP AMENITY AREA; ALL
ACCESS GATES TO BE
EQUIPPED WITH KNOX BOXES.
PROP RIP-RAP
PROP RETAINING WALL
(BY OTHERS)
PROP RETAINING WALL
(BY OTHERS)
PROP RETAINING WALL
(BY OTHERS)
8
8
.
8
4
'12'12'10'14'30'
R
45' STORA
G
E
PROP ADA CROSSWALK TO
BE SCORED AS SHOWN
9'5'
5'5.1'5'5.2'3.
8
'12'30'R105'
S
T
O
R
A
G
E
75
'

T
A
P
E
R

/

D
E
C
E
L
25'

D
E
C
E
L
12'12'2:1 TAPER
16
2
.
7
5
'20.9'T
T
PROP RETAINING WALL
(BY OTHERS)
PROP RETAINING WALL
(BY OTHERS)
T
T
T
T
T
T
20' WIDE EMERGENCY
ACCESS. MUST BE GATED
WITH KNOX BOX
20'
NO PARKING SIGN 4.5'RREVISED EASEMENT LIMITS EX. 1'-0" CURB & GUTTER(TYP.)259.33'1
9
1
.
0
0
'EX. RISER ROOMEX.FIRE HYDRANTWITH CHECK VALVE4131EX. ACCE
S
S
EASEMEN
TEX. BERMCENTERLINEEX.GATE VALVES3°02'32"E 283.75'R=284.00'
Δ=032°11'01"
L=159.53'
CHB=N79°08'29"W
CHD=157.44'
N
6
3
°
0
2
'
5
9
"
W

9
8
.
0
5
'
N72°18'28"E 2.00'N69°32'01"E 100.46'N73°41'28"E 304.12'N6°32'42"W 193.25'S83°24'31"W 22.34'
N3°02'32"W 3.88'S83°05'53"
W

1
3
.
4
3
'
N63°02'59"W 128.17'
S83°28'54
"
W

1
1
3
.
6
0
'S10°33'46"E 78.30'R=200.00'
Δ=041°37'00"
L=145.27'
CHB=S10°14'44"W
CHD=142.10'S31°03'14"W 445.55'
N72°19'11"E 564.21'
R=386.92'
Δ=036°21'58"
L=245.58'
CHB=N79°47'02"W
CHD=241.48'NORTH PILOT KNOB ROADR=354.00'
Δ=006°16'20"
L=38.75'
CHB=S86°14'03"W
CHD=38.73'
R=266.00'
Δ=027°34'49"
L=128.04'
CHB=N76°50'23"W
CHD=126.81'
C
R
E
S
S
E
T

D
E
L
L
I
N
G
E
R

R
O
A
D
LOD LODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLOD
LOD
LOD
LO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODCONSTRUCTION
APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-SSP-0.DWG PRINTED BY: RMCDOWELL 4.14.20 @ 11:45 AM LAST SAVED BY: RMCDOWELL
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGFLB190107
TGH
APL
08/27/19
AS NOTED

CAMBRIDGE
VILLAGE
MULTIFAMILY
NORTH PILOT KNOB
ROAD, LLC
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY

SEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA047366
STEVE
R. F A R M A R TINO4/13/20
1 2/12/20 2ND SUB
BUILDING PERMIT SF
2 3/4/20 TRC SUBMITTAL SF
3 3/18/20 DUKE LANDSCAPING
UPDATES SF
4 4/13/20 NCDEQ COMMENTS SF
SSP-0
C-303
SITE PLAN
1"=30'
0 307.51530MATCHL
IN
E

-

SH
E
ET
3
0
2
STANDARD CONCRETE SIDEWALK
STANDARD DUTY ASPHALT
HEAVY DUTY ASPHALT
HEAVY DUTY CONCRETE
1.5" MILL AND OVERLAY
NCDOT FULL DEPTH PAVEMENT
GRASS-CRETE PRODUCT (MUST SUPPORT 75,000 LBS)
PAVEMENT/MISC. LEGEND
1036'PARCEL #1±1.26 ACFFE 783±±1000 SF PATIO RETAIL13,100 SFFFE=783.00EX. 2'-6" NCDOTCURB & GUTTER (TYP.)EX. 2'-6" NCDOTCURB & GUTTER (TYP.)EX. HEADER CURBEX. 1'-0" CURB & GUTTER(TYP.)EX. 1'-0" CURB &GUTTER (TYP.)2
5
'36'3
2
.
5
'
2
4
'28'2
8
'12'36'10'22'18'10'36'22'10'36'22'1
9
'10'10.5'9.5'259.33'200.00'1
9
1
.
0
0
'70.00'6
0
.
0
0
'20.00'30.00'8'20'EX. 20' SANEASEMENT8'
8'
8'
1
0
'
8'12'5.5'5.5'12'3
0
'
1
1
.
5
'10'24'32'19'EX. RISER ROOM94.5'3' (TYP.)3'19'19'111.8'2
4
.
7
'46'7.5'24'1
0
'
1
0
'18'18'9.
5
'36'9.
5
'17.5'19'24'19'7
0
.
0
0
'
6
5
.
0
0
'20.00'20.00'20.00'20.00'20.00'20.00'1361513101198411741381713135767815117104EX. 20' SANEASEMENT6'6.
5
'
4.7'4'36'EX. 3,500 GALLONCOMMUNITY GREASETRAP (BY OTHERS)(LATERAL TIE-IN TBD)30.00'22'8'5'3
0
'14'14'14'14'9.5'TTEX. ONE (1) DEDICATED 4" PVC SCHEDULE 40CONDUIT IN A SEPARATE TRENCH (DATA)EX. TWO (2) DEDICATED 3" PVC SCHEDULE 40CONDUITS IN A SEPARATE TRENCH (TELEPHONE)EX. 1.5" GAS LINE BY
GAS COMPANY
EX. ACCE
S
S
EASEMEN
TEX. BERMCENTERLINEEX. 20'STORMWA
T
E
R
EASEMEN
T ATWATER LANE3
6
'
1
7
'5.5'5.5'5'1
9
'91628'SSSSSSSS
S
CRESSE
T

D
E
L
L
I
N
G
E
R

R
O
A
D
NORTH PILOT KNOB ROADNORTH PILOT KNOB ROADC
R
E
S
S
E
T

D
E
L
L
I
N
G
E
R

R
O
A
D
LOD LODLODLODLODLODLODLOD
LOD LODLODLODLODLOD LODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LO
D
LO
D
L
O
D
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
L
O
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODPROP WET POND
(SEE SHEET C-907)
EXIST
I
N
G
SHOP
S
BUILDING 3
TYPE 234
FFE = 798.67
FFE = 788.00
9,250 SF
(28 UNITS)77.83'COMPACTOR
BUILDING 8
TYPE 400
FFE = 796.17
8,100 SF
(24 UNITS)
BUILDING 7
TYPE 234
FFE = 785.17
FFE = 795.83
9,250 SF
(28 UNITS)
BUILDING 4
TYPE 200
FFE = 785.67
9,250 SF
(23 UNITS)
BUILDING 6
TYPE 334
FFE = 795.33
FFE = 784.67
10,300 SF
(28 UNITS)
CLUB HOUSE
FFE = 791.00
BUILDING 9
TYPE 500
FFE = 800.17
13,600 SF
(30 UNITS)
BUILDING 2
TYPE 234
FFE = 800.92
FFE = 790.25
9,250 SF
(28 UNITS)
BUILDING 1
TYPE 100
FFE = 798.67
9,800 SF
(30 UNITS)
BUILDING 5
TYPE 334
FFE = 794.33
FFE = 783.67
10,300 SF
(28 UNITS)111'75
.
6
7
'69.25'77
.
5
4
'185.42'63.75'39.71'95
.
6
7
'
162.75'83.38'8
3
.
1
7
'
1
4
4
.
1
7
'69.25'69.25'162.75'
162.75'162.75'69.25'162.75'
70.3'
70.
7
9
'20'77.83'20'20'
2
0
'77.83'83.83'69.25'T
T
PROP WET POND
(SEE SHEET C-908)
8
8
.
8
4
'
16
2
.
7
5
'
T
T
T
T
T
T
T
T T790
79
1
786
78
7
78979
0
79
1794
794795789
791
7
8
2
7
8
3 784784
7
8
4
78
6
786
79479579880079
8
793790
794
793
793
789788788785794794
789
790
7
9
5 7937
9
4 792796799 798796797795793792797
78
9
78
8
7
8
7
783785784
785784 788784
773775774776
777778779780781
7
7
0
7
7
1
7
7
2
7
7
3
7
7
5
7
7
4
7
7
6
7
7
7
7
7
8
7
7
9
7
8
0
777778779780782
784
783782781781780
782
781783783780777 7767757747737717727707
8
3
792
7
9
0793795
80
0
79
9
79
8
79
7
793
79
3
7
9
1
792
7
8
8
797
796
795
797
80
0
7957937947867
8
3
790
78
9
789
791
792
793
790 791 792 795790
787 786 7957
9
8
S
S
SSSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
S
W
W
W
W
W
W
F
F
F
F
FFF
WW WFFFW
W W W W W W
F
FW
WFWFWF F F F F F F F F F F F F F F FW W W W W W W W
F
F
F
W
W
W
W W WFFF
F FWW
FW
W
F
SSSSS SSSSS
SS
84.16' - 24" RCP @

4
.
0
4
%
FWFFWW8" HDPE @ 1% MINIMUM SLOPE
YARD INLET (TYP.)
12" HDPE @ 1% MINIMUM SLOPE
YARD INLET (TYP.)
1
0
3
.
4
8
'

-

1
5
"

H
D
P
E
@

3
.
8
4
%
65.
4
4
'

-

1
5
"

H
D
P
E

@

1
.
0
0
%
102.63' - 1
5
"

H
D
P
E

@

1
.
0
0
%
PROP. YARD INLET
8" HDPE
REVISED EASEMENT LIMITS
236.16' - 30" HDPE @ 0.50%118.68' - 24" RCP @ 0.50%28.35' - 24" RCP @ 0.49%214.14' - 24" RCP @ 1.27%66.46' - 24
"

H
D
P
E

@

0
.
5
0
%
92.55' - 24" HDPE @ 0.50%145.77' - 18" HDPE @ 0.60%70.63' - 24" HDPE @ 0.50%69.51' - 18" HDPE @ 0.50%56.31' - 18" HDP
E

@

0
.
5
0
%94.19' - 18" HDPE @ 0.50%51.04' -

1
5
"

H
D
P
E

@

0
.
5
0
%65.73' - 15" HDPE @ 0.50%109.27' - 24" HDPE @ 0.50%60.97' -

1
5
"

H
D
P
E

@

0
.
5
0
%
63.56
'

-

2
4
"

H
D
P
E

@

0
.
5
0
%
114.20' - 2
4
"

H
D
P
E

@

0
.
5
0
%19.17
'

-
15
"
HDPE
@

-1
.00%
99.00' - 24" HDPE @ 0.50%82.52' - 24" HDPE @ 0.50%54.23' - 24" HDPE @ 0.50%80.30' - 15" RCP @ 6.33%193.34' - 24" HDPE @ 0.50%
21
.
3
3
'

-

1
8
"

H
D
P
E

@

0
.
5
0
%45.10' - 8" HDPE @ -1.00%56.36' - 8" HDPE @ -0.98%
3
4
.
8
8
'

-

3
0
"

H
D
P
E
@

0
.
5
0%
104.11' - 30" HDPE @ 0.50%
CONSTRUCTION
APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-GDP-0.DWG PRINTED BY: RMCDOWELL 4.14.20 @ 11:45 AM LAST SAVED BY: RMCDOWELL
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGFLB190107
TGH
APL
08/27/19
AS NOTED

CAMBRIDGE
VILLAGE
MULTIFAMILY
NORTH PILOT KNOB
ROAD, LLC
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY

SEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA047366
STEVE
R. F A R M A R TINO4/13/20
1 2/12/20 2ND SUB
BUILDING PERMIT SF
2 3/4/20 TRC SUBMITTAL SF
3 3/18/20 DUKE LANDSCAPING
UPDATES SF
4 4/13/20 NCDEQ COMMENTS SF
GDP-0
C-401
OVERALL
PAVING,
GRADING, &
DRAINAGE PLAN
1"=50'
0 5012.52550MA
T
CH
L
I
N
E

-

SH
E
E
T
4
0
2MA
T
CH
L
I
N
E

-

SH
E
E
T
4
0
3
WETLANDS NOTE:
1.THERE ARE NO WETLANDS LOCATED ON THE SUBJECT PROPERTY.
STORM STRUCTURE SCHEDULE
NAME
A-10
A-20
A-30
A-40
A-50
A-60
A-80
A-90
A-90
A-110
A-120
A-130
TYPE
PROP. FLARED END SECTION
PROP. CATCH BASIN
PROP. CATCH BASIN
PROP. CATCH BASIN
PROP. CATCH BASIN
PROP. OCS
PROP. STORM MANHOLE
EX. GRATE INLET
PROP CATCH BASIN
YARD INLET
YARD INLET
YARD INLET
RIM ELEV.
(FT.)
789.29'
796.62'
798.64'
796.62'
790.93'
792.83'
795.18'
789.19'
794.54'
791.84'
793.84'
795.98'
INVERTS
INV IN = 786.96' (24")
INV IN = 787.60' (24")
INV OUT = 786.82' (24")
INV IN = 787.60' (24")
INV OUT = 786.96' (24")
INV IN = 787.88' (15")
INV IN = 787.88' (15")
INV OUT = 787.88' (24")
INV OUT = 788.30' (15")
INV OUT = 787.50' (24")
INV IN = 784.35' (24")
INV IN = 784.35' (15")
INV OUT = 784.35' (24")
INV IN = 784.15' (24")
INV OUT = 788.23' (15")
INV IN = 785.38' (15")
INV OUT = 785.38' (15")
INV IN = 786.03' (15")
INV OUT = 786.03' (15")
INV OUT = 790.00' (15")
STORM SEWER PIPE SCHEDULE
STORM SEWER PIPE SCHEDULE
FROM
A-120
A-110
A-90
A-80
A-70
A-40
A-40
A-30
A-30
A-20
TO
A-130
A-120
A-80
A-110
A-60
A-50
A-90
A-40
A-20
A-10
FROM
INV
786.03'
785.38'
784.15'
784.35'
787.38'
787.88'
787.88'
787.60'
786.96'
786.82'
TO
INV
790.00'
786.03'
784.35'
785.38'
787.50'
788.30'
788.23'
787.88'
787.60'
786.96'
PIPE
LENGTH
103.48'
65.44'
21.58'
102.63'
23.70'
84.48'
70.92'
55.93'
128.78'
27.20'
SLOPE
(%)
3.84%
1.00%
0.93%
1.00%
0.50%
0.50%
0.50%
0.50%
-0.50%
-0.50%
DIAMETER
(IN.)
15"
15"
24"
15"
24"
15"
15"
24"
24"
24"
MATERIAL
HDPE
HDPE
RCP
HDPE
RCP
RCP
HDPE
HDPE
HDPE
HDPE
14'14'EX. ACCE
S
S
EASEMEN
T NORTH PILOT KNOB ROADC
R
E
S
S
E
T

D
E
L
L
I
N
G
E
R

R
O
A
D
LODLOD
LOD LOD LODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODPROP WET POND
(SEE SHEET C-907)
BUILDING 8
TYPE 400
FFE = 796.17
8,100 SF
(24 UNITS)
BUILDING 9
TYPE 500
FFE = 800.17
13,600 SF
(30 UNITS)
BUILDING 2
TYPE 234
FFE = 800.92
FFE = 790.25
9,250 SF
(28 UNITS)
BUILDING 1
TYPE 100
FFE = 798.67
9,800 SF
(30 UNITS)
T
T
T
T TG 798.00
G 798.00
G 798.00
G 798.00
G 798.00
G 798.00
G 798.00
G 798.00
G 798.00
G 789.58
G 789.58
G 800.25
G 800.25
G 800.25
G 800.25
G 789.58
G 787.33
G 790.75
G 787.33
79479579880079
8
793790
7
9
5 7937
9
4 792796799 798796797795793792797
78
9
78
8
7
8
7
783785784
785784 788784
G 786.71
G 787.36
G 786.75
G 795.88
G 794.51
G 786.04
G 785.17
G 784.68
G 788.47
G 788.66
G 790.00
G 789.88
G 790.29
G 790.56
G 790.32
G 790.31
G 790.44
G 788.91G 788.91
G 788.45
G 788.41
G 788.00
G 787.92
G 787.84
G 787.80
G 791.02
G 796.32
G 796.00
G 795.20
G 795.50
G 794.62
G 794.60
G 794.59
G 794.58
G 794.67
G 794.69
G 794.66
G 794.62
G 791.52
G 792.54
G 782.00
G 796.00
G 796.14
G 796.20
G 796.00
G 796.28
G 796.00
G 798.00
G 798.16
G 798.35
G 798.83
G 798.57
G 798.57
G 798.57
G 798.57G 798.80
G 798.87
G 798.87
G 798.64
G 798.43
G 798.00
G 797.85
G 797.90
G 796.15
G 796.15
G 797.90
G 797.85
G 798.09
G 798.09
G 798.25
G 795.18
G 797.22G 797.22
G 797.22
G 797.22
G 796.94
G 796.92
G 796.91
G 796.89
G 795.07
G 794.95
G 794.84
G 794.91
G 795.05
G 795.46
G 794.83
G 793.48
G 793.56
G 792.00
G 791.84
G 792.50
G 793.00
G 792.02
G 792.97
G 793.00
G 793.00
G 792.67
G 792.87
G 793.50
G 793.79
G 794.00
G 794.00
G 793.89
G 796.00
G 796.00
G 797.18
G 797.09
G 796.99
G 797.36
G 797.45
G 797.61
G 797.72G 798.00
G 798.00
G 797.67
G 797.54 G 795.00
G 795.26
G 795.60
G 795.86
G 788.65
G 789.28
G 789.04
G 788.94
G 788.86
G 788.61
G 788.63
G 788.64
G 788.76
G 788.63
7
9
0793795
80
0
79
9
79
8
79
7
793
79
3
7
9
1
792
7
8
8
80
0
795793794792
793
G 789.58
G 789.58
G 800.25
G 795.00
G 798.00 7957
9
8
G 797.45
G 797.20
G 796.95
G 796.70
G 796.45
G 797.45
G 797.20
G 796.95
G 796.70
G 796.45
G 796.39
G 798.10
G 799.50
G 799.50
G 799.50
G 799.50
G 799.50
G 799.50
G 799.50
G 799.50
G 799.50
G 799.50
G 795.50
G 795.50
G 793.00
G 794.48
G 795.50
G 795.50
G 795.50
G 794.44
G 795.20
G 794.77
G 794.81
G 795.23
G 795.50
G 795.45
G 799.36
G 799.29
G 798.84
G 798.84
S
S
S
S
SSSSSSSS
S
S
S
WWW
W
W
W
W
W
W
W
W
F
F
F
F
F
F
F
FFFFSTM
A-10
STM
A-30
STM
A-50
STM
A-20
128.78' - 24" HDPE @ -0.50%
27.20' - 24" HDPE @ -0.50%FWWWFFFF
FWW
W
F
F
F
F
F
W
W
W
W
W
W W W
F F F
F F F FWWWW
F F FWWW
W
W
F
FS
SSSSSS
S
S
S
SS STM
A-40
55.93' - 24" HDPE @ 0.50%
84.48' - 15" RCP @ 0.50%FFWWSTM
A-60
23.70' - 24" RCP @ 0.50%
STM
A-80
STM
A-90
STM
A-70
341.86' - 24" RCP @ 0.89%21.58' - 24" RCP @ 0.93%FF
STM
A-90STM
A-130
STM
A-120
STM
A-110
12" HDPE @ 1% MINIMUM SLOPE
YARD INLET (TYP.)
1
0
3
.
4
8
'

-

1
5
"

H
D
P
E
@

3
.
8
4
%
65.
4
4
'

-

1
5
"

H
D
P
E

@

1
.
0
0
%
102.63' - 1
5
"

H
D
P
E

@

1
.
0
0
%
STM
C-19
STM
C-20
109.27' - 24" HDPE @ 0.50%60.97' -

1
5
"

H
D
P
E

@

0
.
5
0
%
STM
C-20.1
63.56
'

-

2
4
"

H
D
P
E

@

0
.
5
0
%
STM
C-21
CONSTRUCTION
APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-GDP-0.DWG PRINTED BY: RMCDOWELL 4.14.20 @ 11:45 AM LAST SAVED BY: RMCDOWELL
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGFLB190107
TGH
APL
08/27/19
AS NOTED

CAMBRIDGE
VILLAGE
MULTIFAMILY
NORTH PILOT KNOB
ROAD, LLC
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY

SEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA047366
STEVE
R. F A R M A R TINO4/13/20
1 2/12/20 2ND SUB
BUILDING PERMIT SF
2 3/4/20 TRC SUBMITTAL SF
3 3/18/20 DUKE LANDSCAPING
UPDATES SF
4 4/13/20 NCDEQ COMMENTS SF
GDP-0
C-402
PAVING,
GRADING, &
DRAINAGE
PLAN
1"=30'
0 307.51530MA
T
C
H
L
I
N
E

-

S
H
E
E
T
4
0
3
WETLANDS NOTE:
1.THERE ARE NO WETLANDS LOCATED ON THE SUBJECT PROPERTY.
790.50'
EX. 2'-6" NCDOTCURB & GUTTER (TYP.)EX. 1'-0" CURB & GUTTER(TYP.)259.33'191.00'EX. RISER ROOMEX.FIRE HYDRANTWITH CHECK VALVE41381EX. ONE (1) DEDICATED 4" PVC SCHEDULE 40CONDUIT IN A SEPARATE TRENCH (DATA)EX. TWO (2) DEDICATED 3" PVC SCHEDULE 40CONDUITS IN A SEPARATE TRENCH (TELEPHONE)EX. ACCESSEASEMENTEX. BERMCENTERLINEEX.GATE VALVEEX.GATE VALVECRESSETDELLINGER ROADNORTH PILOT KNOB ROADCRESSET DELLINGER ROADLODLOD
LOD
LODLODLODLODLODLODLOD LOD
LODLODLODLOD
LOD
LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD BUILDING 3TYPE 234FFE = 798.67FFE = 788.009,250 SF(28 UNITS)COMPACTORPROP RETAINING WALL(BY OTHERS)(TYP)BUILDING 8TYPE 400FFE = 796.178,100 SF(24 UNITS)BUILDING 7TYPE 234FFE = 785.17FFE = 795.839,250 SF(28 UNITS)BUILDING 4TYPE 200FFE = 785.679,250 SF(23 UNITS) BUILDING 6TYPE 334FFE = 795.33FFE = 784.6710,300 SF(28 UNITS)CLUB HOUSEFFE = 791.00BUILDING 2TYPE 234FFE = 800.92FFE = 790.259,250 SF(28 UNITS)BUILDING 1TYPE 100FFE = 798.679,800 SF(30 UNITS) BUILDING 5TYPE 334FFE = 794.33FFE = 783.6710,300 SF(28 UNITS)PROP 10' L/S & BUILDING SETBACKPROP 10' L/S & BUILDING SETBACKTTPROP WET POND(SEE SHEET C-908)PROP RETAINING WALL(BY OTHERS)PROP RETAINING WALL(BY OTHERS)PROP RETAINING WALL(BY OTHERS)TTPROP RETAINING WALL(BY OTHERS)PROP RETAINING WALL(BY OTHERS)TTTTTTT
G 798.00G 798.00G 798.00G 798.00G 798.00G 798.00G 798.00G 798.00G 798.00G 795.16G 795.16G 784.50G 784.50G 795.16G 795.16G 789.58G 789.58G 800.25G 800.25G 800.25G 800.25G 789.58G 787.33G 790.75798.00G 798.00G 787.33787.33G 787.33G 787.33G 798.00G 794.67G 794.67G 794.67G 794.67G 794.67G 794.67G 784.00G 784.00G 784.00G 784.00G 793.66G 793.66G 793.66G 793.66G 793.66G 793.66G 783.00G 783.00G 783.00G 783.00783.00G 784.50790791786787789790791794794795789791 782783784
7847847867867
9
4
79579
8 80
0 7987
9
3790 794793793789788788
785794794789790795793794792796 7
9
9
796
797
7
9
5
793
7
9
2
7
8
3
785784785784788G 783.00G 782.89G 782.81G 782.81G 782.72G 782.50G 782.33G 782.27G 782.21G 782.16G 782.23G 782.18G 782.14G 782.10G 782.54G 783.78G 784.00G 784.00G 783.78G 783.36G 783.16G 783.37G 783.42G 783.28G 783.40G 783.48G 783.57G 783.65G 783.43G 783.34G 783.24G 783.17G 783.79G 783.95G 784.00G 783.79G 783.09G 783.98G 784.14G 784.19G 783.70G 783.40G 784.00G 784.21G 784.30G 784.61G 784.70G 784.90G 783.60G 783.52G 783.53G 784.25G 784.42G 784.07G 784.42G 784.43G 784.41G 784.40G 783.85G 783.86G 783.80G 783.74G 783.87G 784.05G 784.05G 783.89G 783.35G 782.89G 783.00G 783.00G 782.93G 782.28G 782.19G 782.13G 782.43G 782.44G 782.43G 782.73G 782.07G 783.87G 784.26G 783.00G 783.90G 783.07G 783.00G 782.80G 784.02G 784.67G 785.36G 786.06G 784.28G 784.45G 784.25G 785.75G 785.95G 785.88G 786.26G 786.50G 788.25G 788.53G 784.40G 784.61G 786.14G 785.44G 786.33G 785.61G 785.39G 786.25G 787.15G 783.68G 783.89G 785.04G 784.34G 784.54G 785.28G 786.00G 786.34G 786.36G 785.81G 785.25G 784.51G 784.67G 784.01G 784.54G 784.62G 784.72G 784.77G 784.63G 784.37G 784.42G 784.55G 785.38G 785.00G 785.59G 786.00G 786.72G 785.53G 785.30G 785.00G 784.75G 784.78G 784.37G 783.91G 784.30G 784.24G 784.00G 783.72G 783.58G 783.77G 783.87G 784.00G 784.00G 784.00G 783.10G 783.00G 783.20G 782.35G 782.55G 782.33G 782.44G 782.40G 782.29G 782.26G 782.35G 786.97G 786.78G 786.78G 786.77G 786.10G 786.20G 786.31G 786.60G 786.71G 787.36G 786.75G 795.88G 794.51G 792.00G 786.09G 786.47G 784.66G 786.55G 786.35G 785.33G 786.04G 785.17G 784.68G 788.47G 788.66G 788.47G 788.67G 790.00G 789.88G 790.29G 790.56G 790.32G 790.23G 790.07G 789.90G 790.04G 790.17G 790.31G 790.44G 788.91G 788.91G 788.45G 788.41G 788.13G 788.00G 787.92G 787.84G 787.80G 784.91G 791.02G 784.00G 783.99G 783.95G 783.66G 796.32G 796.00G 795.20G 795.50G 794.62G 794.60G 794.59G 794.58G 794.67G 794.69G 794.66G 794.62G 791.52G 792.54G 782.00G 796.00G 796.14G 796.20G 796.00G 796.28G 796.00G 798.57G 798.80G 798.64G 798.43G 798.00G 797.85G 797.90G 796.15G 796.15G 797.90G 797.85G 798.09G 798.09G 798.25G 795.18G 797.22G 797.22G 797.22G 797.22G 796.94G 796.92G 796.91G 796.89G 795.07G 794.95G 794.84G 794.91G 795.05G 795.46G 794.83G 793.48G 793.56G 792.00G 791.84G 792.50G 793.00G 792.02G 792.97G 793.00G 793.00G 792.67G 792.87G 793.50G 793.79G 794.00G 794.00G 793.89G 796.00G 796.00G 797.18G 797.09G 796.99G 797.36G 798.00G 797.67G 797.54G 795.00G 795.26G 795.60G 788.65G 789.28G 789.04G 788.94G 788.86G 788.61G 788.63G 788.64G 788.09G 787.71G 787.84G 784.84G 788.39G 788.59G 788.76G 788.63773775774776 777 778 779 780 782784783782781781780783
792G 785.99BW 785.49800799798797793793791792788797796795797800795
7
9
3
7
9
4
786783BW 782.51BW 783.20G 785.23G 785.02G 784.84G 785.01TW 783.96TW 793.66TW 793.00TW 794.50TW 794.10TW 794.67TW 794.50TW 793.69TW 792.63TW 790.39TW 790.46TW 789.00BW 791.83BW 785.83BW 785.83BW 784.94BW 784.50BW 784.00BW 783.10790789789791792793G 789.58G 789.58G 800.25G 795.00G 798.00BW 792.50TW 797.00TW=BW 791.10TW=BW 797.00790791792795G 795.16G 795.16G 784.50TW 793.66BW 783.00TW 794.67BW 784.00790787786TW 794.00BW 786.27BW 786.86TW 793.00TW=BW 793.37TW=BW 793.66TW 793.23G 787.33BW 783.10TW 795.16BW 784.50TW 795.16BW 784.50795798BW 785.37G 784.24G 782.20G 782.18G 782.10G 782.14G 782.64G 784.24G 783.90G 784.34G 784.84G 782.67G 782.35G 788.47 (TYP. ALL BAYSTHIS GARAGE)G 784.25G 784.75G 797.45G 797.20G 796.95G 796.70G 796.45G 797.45G 797.20G 796.95G 796.70G 796.45G 796.39G 798.10G 799.50G 799.50G 799.50G 799.50G 795.50G 795.50G 793.00G 794.48G 795.50G 795.50G 795.50G 794.44G 795.20G 794.77G 794.81G 795.23G 795.50G 795.45G 785.00G 785.00G 785.00G 785.00G 785.00G 785.00G 785.00G 785.00G 799.36G 783.81G 784.65G 784.21G 784.78G 786.32G 782.86BW 783.00TW=BW 783.08TW 786.80G 786.43SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S
SSSSSSSSSSSSSSSSSSSSW
W
W
W WWWWWWWFFFFFFFF
F
F
F
STMA-10STMA-30STMA-50STMA-20128.78' - 24" HDPE @ -0.50%27.20' - 24" HDPE @ -0.50%FWFF
WW W
WWWF F
FFFWFFFFWWWWWWWWWWWWWFFFWWWWFW W WFFWWFFFFFFFFFFFFFFFFFFFFFFFFFFFFWWWWWWWWWWWWW FFFFFWWWWWWWWWWWWFFFFFFFFFFFWWWWFFFWWWWWFFSSSSSSSSSSSSSSSSSSS84.16' - 24" RCP @ 4.04%STMC-15STMA-4055.93' - 24" HDPE @ 0.50%84.48' - 15" RCP @ 0.50%WFFWF F F
W W W
STMA-80STMA-90341.86'

-

2
4
"

R
C
P

@

0
.
8
9
%STMC-1421.58' - 24" RCP @ 0.93%FFSTMA-90STMA-130STMA-120STMA-1108" HDPE @ 1% MINIMUM SLOPEYARD INLET (TYP.)12" HDPE @ 1% MINIMUM SLOPEYARD INLET (TYP.)103.48' - 15" HDPE @ 3.84%65.44' - 15" HDPE @ 1.00%102.63' - 15" HDPE @ 1.00%236.16' - 30" HDPE @ 0.50%118.68' - 24" RCP @ 0.50%STMC-1628.35' - 24" RCP @ 0.49%STMC-17214.14' - 24" RCP @ 1.27%STMC-18STMB-1066.46' - 24" HDPE @ 0.50%STMB-2092.55' - 24" HDPE @ 0.50%STMB-30145.77' - 18" HDPE @ 0.60%STMB-31STMB-5070.63' - 24" HDPE @ 0.50%STMB-40STMB-4169.51' - 18" HDPE @ 0.50%56.31' - 18" HDPE @ 0.50%STMB-4294.19' - 18" HDPE @ 0.50%STMB-4351.04' - 15" HDPE @ 0.50%STMB-43.165.7
3
'

-

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5
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H
D
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@

0
.
5
0
%STMB-44STMC-19STMC-2010
9
.
2
7
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-

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4
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@

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.
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0
%60.97' - 15" HDPE @ 0.50%STMC-20.163.56' - 24" HDPE @ 0.50%STMC-21114.20' - 24" HDPE @ 0.50%STMC-22STMC-2319.17' - 15" HDPE @ -1.00%99.00' - 24" HDPE @ 0.50%STMB-60STMB-7082.52' - 24" HDPE @ 0.50%STMB-80STMB-8154.23' - 24" HDPE @ 0.50%STMB-9080.30' - 15" RCP @ 6.33%STMB-91193.34' - 24" HDPE @ 0.50%STMB-120STMB-13021.33' - 18" HDPE @ 0.50%45.10' - 8" HDPE @ -1.00%STMB-12156.36' - 8" HDPE @ -0.98%STMB-122104.11' - 30" HDPE @ 0.50%STORM STRUCTURE SCHEDULENAMEB-OCSC-10C-12C-15TYPEPROP. OCSEX. MANHOLEPROP. STORM MANHOLEPROP. YARD INLETRIM ELEV.(FT.)780.50'782.29'788.44'783.64'INVERTSINV OUT = 776.50' (24")INV IN = 769.45' (30")INV IN = 769.94' (30")INV OUT = 769.94' (30")INV IN = 772.44' (24")INV OUT = 772.44' (30")STORM SEWER PIPE SCHEDULEFROMC-13C-11C-10 EX-MHTOC-12C-10B-OCSFROMINV770.75'769.77'775.72'TOINV769.94'769.45'776.50'PIPELENGTH161.31'64.20'77.62'SLOPE(%)0.50%0.50%1.00%DIAMETER(IN.)30"30"24"MATERIALHDPEHDPERCPCONSTRUCTIONAPPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-GDP-0.DWG PRINTED BY: RMCDOWELL 4.14.20 @ 11:45 AM LAST SAVED BY: RMCDOWELLKNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM1927 S. TRYON STREET, SUITE 310CHARLOTTE, NC 28203Phone:[phone]Fax:(980) [e-mail] P-1132TM
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION
FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
©
NEW ENGLAND
UPSTATE NEW YORK
NEW YORK, NY
PHILADELPHIA, PA
LEHIGH VALLEY, PA
BALTIMORE, MD
REHOBOTH BEACH, DE WASHINGTON, DC
NORTHERN VIRGINIA
RALEIGH, NC
CENTRAL VIRGINIA
SOUTHERN MARYLAND
NORTHERN NEW JERSEY
SOUTHEASTERN, PA
CHARLOTTE, NC
BOSTON, MA
SOUTHERN NEW JERSEY
NEW YORK METRO
TAMPA, FL
SOUTH FLORIDA
DALLAS, TX
ATLANTA, GA
PITTSBURGH, PA
TM
SUSTAINABLE DESIGN
LANDSCAPE ARCHITECTURE
SITE CIVIL AND CONSULTING ENGINEERING
LAND SURVEYING PROGRAM MANAGEMENT
PERMITTING SERVICES TRANSPORTATION SERVICES
2018 BOHLER ENGINEERINGFLB190107TGHAPL08/27/19 AS NOTED CAMBRIDGEVILLAGEMULTIFAMILYNORTH PILOT KNOBROAD, LLCCAMBRIDGE VILLAGE307 PILOT KNOB RDDENVER, NC 28037LINCOLN COUNTY SEALENGINEER
P
R
OFESSIONALN
O
RTH CAROLINA047366STEVE R. FARMART
INO4/13/2012/12/202ND SUBBUILDING PERMITSF23/4/20TRC SUBMITTALSF33/18/20DUKE LANDSCAPINGUPDATESSF44/13/20NCDEQ COMMENTSSFGDP-0C-403PAVING,GRADING, &DRAINAGEPLAN1"=30'0307.51530MATCHLINE - SHEET402*SEE SHEET C912 FOR LOCATION AND ADDITIONAL INFORMATION ON STRUCTURES B-OCS AND C-10.PROP. OCSWETLANDS NOTE:1.THERE ARE NO WETLANDS LOCATED ON THE SUBJECT PROPERTY.
EXISTI
N
G
SHOP
SLdB2
LdC2WyCLdB2LdB2LdC2LdC2LdC2WyCLdB2LdC2WyCLdC2LdB2LdC2PARCEL #3±1.72 ACFFE 773±PARCEL #1±1.26 ACFFE 783±PARCEL #2±1.14 ACFFE 777±TTSSSSS
LODLODLODLODLOD
LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLdB2LdC2WyCLdB2LdB2LdC2LdC2LdC2WyCLdB2LdC2WyCLdC2LdB2LdC2POI-2
POI-1
TIME OF
CONCENTRATION
(TYP.)
CONSTRUCTION
APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\NCC172159 - HP0.DWG PRINTED BY: RMCDOWELL 4.14.20 @ 11:47 AM LAST SAVED BY: RMCDOWELL
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGFLB190107
TGH
APL
08/27/19
AS NOTED

CAMBRIDGE
VILLAGE
MULTIFAMILY
NORTH PILOT KNOB
ROAD, LLC
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY

SEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA047366
STEVE
R. F A R M A R TINO4/13/20
1 2/12/20 2ND SUB
BUILDING PERMIT SF
2 3/4/20 TRC SUBMITTAL SF
3 3/18/20 DUKE LANDSCAPING
UPDATES SF
4 4/13/20 NCDEQ COMMENTS SF
HP0-0
C-601
PRE
DEVELOPMENT
DRAINAGE MAP
1"=50'
0 5012.52550
PROP WET POND
(SEE SHEET C-907)
EXISTI
N
G
SHOP
S
BUILDING 3
TYPE 234
FFE = 798.67
FFE = 788.00
9,250 SF
(28 UNITS)
COMPACTOR
BUILDING 8
TYPE 400
FFE = 796.17
8,100 SF
(24 UNITS)
BUILDING 7
TYPE 234
FFE = 785.17
FFE = 795.83
9,250 SF
(28 UNITS)
BUILDING 4
TYPE 200
FFE = 785.67
9,250 SF
(23 UNITS)
BUILDING 6
TYPE 334
FFE = 795.33
FFE = 784.67
10,300 SF
(28 UNITS)
CLUB HOUSE
FFE = 791.00
BUILDING 9
TYPE 500
FFE = 800.17
13,600 SF
(30 UNITS)
BUILDING 2
TYPE 234
FFE = 800.92
FFE = 790.25
9,250 SF
(28 UNITS)
BUILDING 1
TYPE 100
FFE = 798.67
9,800 SF
(30 UNITS)
BUILDING 5
TYPE 334
FFE = 794.33
FFE = 783.67
10,300 SF
(28 UNITS)
T
T
PROP WET POND
(SEE SHEET C-908)
T
T
T
T
T
T
T
T TLdB2LdC2LdB2LdC2LdC2LdB2LdC2LdC2LdB2PARCEL #3PARCEL #1±1.26 ACFFE 783±PARCEL #2±1.14 ACFFE 777±TTSSSSS
LODLODLODLODLOD
LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLdB2LdC2LdB2LdC2LdC2LdB2LdC2LdC2LdB2791792 790
786786
780
777
775776773774
7
7
5
7
7
6
7
7
5
7
7
4
7
8
0
7
7
7
7
8
2
78
2
7837837
8
3 784785
7
9
0
784
784786
787
7
8
8
7
8
9
791
792
793
784
790786787788789791792793794 79079079079079
0
795795795795 78
6
78
778878878
8789789789791791791791791792792792792792792792792792793793793793793793793794794794794794794794
785785790 790784784786786787787788788789789 791791792 792793794
79
0790791 78378
878
9
786787 790788789792788787
782
790791792
800
797
798
799
801
7957927937
9
4796797798
785
786
787
787787
STM
A-30
STM
A-40
STM
A-20
STM
A-50
STM
A-10
STM
C-15STM
C-12
STM
C-10
POI-2
POI-1
PROP DA-2
A = 7.38 AC.
CN = 85
Tc = 5 MINS
PROP DA-1
A = 3.13 AC.
CN = 87
Tc = 5 MINS
PROP DA-3
A = 1.31 AC.
CN = 72
Tc = 5 MINS
STM
C-14
CONSTRUCTION
APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\NCC172159 - HP0.DWG PRINTED BY: RMCDOWELL 4.14.20 @ 11:47 AM LAST SAVED BY: RMCDOWELL
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGFLB190107
TGH
APL
08/27/19
AS NOTED

CAMBRIDGE
VILLAGE
MULTIFAMILY
NORTH PILOT KNOB
ROAD, LLC
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY

SEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA047366
STEVE
R. F A R M A R TINO4/13/20
1 2/12/20 2ND SUB
BUILDING PERMIT SF
2 3/4/20 TRC SUBMITTAL SF
3 3/18/20 DUKE LANDSCAPING
UPDATES SF
4 4/13/20 NCDEQ COMMENTS SF
HP0-0
C-602
POST
DEVELOPMENT
DRAINAGE MAP
1"=80'
40 20 80080
EXISTI
N
G
SHOP
S
BUILDING 3
TYPE 234
FFE = 798.67
FFE = 788.00
9,250 SF
(28 UNITS)
COMPACTOR
BUILDING 8
TYPE 400
FFE = 796.17
8,100 SF
(24 UNITS)
BUILDING 7
TYPE 234
FFE = 785.17
FFE = 795.83
9,250 SF
(28 UNITS)
BUILDING 4
TYPE 200
FFE = 785.67
9,250 SF
(23 UNITS)
BUILDING 6
TYPE 334
FFE = 795.33
FFE = 784.67
10,300 SF
(28 UNITS)
CLUB HOUSE
FFE = 791.00
BUILDING 9
TYPE 500
FFE = 800.17
13,600 SF
(30 UNITS)
BUILDING 2
TYPE 234
FFE = 800.92
FFE = 790.25
9,250 SF
(28 UNITS)
BUILDING 1
TYPE 100
FFE = 798.67
9,800 SF
(30 UNITS)
BUILDING 5
TYPE 334
FFE = 794.33
FFE = 783.67
10,300 SF
(28 UNITS)
T
T
T
T
T
T
T
T
T
T TLdB2LdC2WyCLdB2LdB2LdC2N.C. 16 BUS.
H
WY
LdC2LdC2WyCLdB2LdC2WyCLdC2LdB2LdB2WnBLdC2BRENTWOODROADBAXLEY LANEATWATER LANEEX.FIRE HYDRANTWITH CHECK VALVEEX. SIGNALIZEDINTERSECTIONELEV: ±787.50TTEX.BERMCENTERLINELOD SSSSS
CRESSET
DELLING
E
R
ROAD
NORTH PILOT KNOB ROADLODLODLODLODLOD
LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODNORTH PILOT KNOB ROADLdB2LdC2WyCLdB2LdB2LdC2N.C. 16 BUS. HWYLdC2LdC2WyCLdB2LdC2WyCLdC2LdB2LdB2WnBLdC2791792 790
786786
780
777
775776773774
7
7
5
7
7
6
7
7
5
7
7
4
7
8
0
7
7
7
7
8
2
78
2
7837837
8
3 784785
7
9
0
784
784786
787
7
8
8
7
8
9
791
792
793
784
790786787788789791792793794 79079079079079
0
795795795795 78
6
78
778878878
8789789789791791791791791792792792792792792792792792793793793793793793793794794794794794794794
785785790 790784784786786787787788788789789 791791792 792793794
79
0790791 78378
878
9
786787 790788789792788787
782
790791792
800
797
798
799
801
7957927937
9
4796797798
785
786
787
787787
STM
A-30
STM
A-40
STM
A-20
STM
A-50
STM
A-10
STM
C-15STM
C-12
STM
C-10
POI-2
POI-1
STM
C-14
DA-15
A = 0.4 AC.
C = 0.82
I=7.03 IN/HR
DA-16
A = 0.18 AC.
C = 0.29
I=7.03 IN/HR
DA-17
A = 0.62 AC.
C = 0.74
I=7.03 IN/HR
DA-6
A = 0.51 AC.
C = 0.85
I=7.03 IN/HR
DA-3
A = 0.31 AC.
C = 0.84
I=7.03 IN/HR
DA-2
A = 0.48 AC.
C = 0.62
I=7.03 IN/HR
DA-1
A = 0.31 AC.
C = 0.69
I=7.03 IN/HRDA-5
A = 0.27 AC.
C = 0.71
I=7.03 IN/HR
DA-8
A = 0.27 AC.
C = 0.85
I=7.03 IN/HR
DA-10
A = 0.29 AC.
C = 0.83
I=7.03 IN/HR
DA-11
A = 0.18 AC.
C = 0.76
I=7.03 IN/HR
DA-14
A = 0.26 AC.
C = 0.83
I=7.03 IN/HRDA-13
A = 0.71 AC.
C = 0.74
I=7.03 IN/HR
DA-7
A = 0.27 AC.
C = 0.85
I=7.03 IN/HR
DA-18
A = 1.25 AC.
C =
I=7.03 IN/HR
DA-19
A = 0.37 AC.
C = 0.83
I=7.03 IN/HR
DA-20
A = 0.98 AC.
C = 0.85
I=7.03 IN/HR
DA-23
A = 0.24 AC.
C = 0.87
I=7.03 IN/HR
DA-22
A = 0.33 AC.
C = 0.88
I=7.03 IN/HR
DA-21
A = 0.30 AC.
C = 0.73
I=7.03 IN/HR
OFFSITE BYPASS
A = 7.60 AC.
C = 0.20
I=7.03 IN/HR
DA-4
A = 0.42 AC.
C = 0.76
I=7.03 IN/HR
DA-20
A = 0.08 AC.
C = 0.85
I=7.03 IN/HR
DA-110
A = 0.08 AC.
C = 0.85
I=7.03 IN/HR
DA-120
A = 0.13AC.
C = 0.85
I=7.03 IN/HR
DA-48.1
A = 0.39 AC.
C = 0.85
I=7.03 IN/HR
DA-130
A = 0.04 AC.
C = 0.85
I=7.03 IN/HR
DA-46.1
A = 0.04 AC.
C = 0.85
I=7.03 IN/HR
DA-43
A = 0.08 AC.
C = 0.82
I=7.03 IN/HR
PROP DA-2 BYPASS A
A = 2.42 AC.
CN = 75
Tc = 5 MINS
PROP DA-2 BYPASS B
A = 5.71 AC.
CN = 65
Tc = 5 MINS
CONSTRUCTION
APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\NCC172159 - HP0.DWG PRINTED BY: RMCDOWELL 4.14.20 @ 11:48 AM LAST SAVED BY: RMCDOWELL
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGFLB190107
TGH
APL
08/27/19
AS NOTED

CAMBRIDGE
VILLAGE
MULTIFAMILY
NORTH PILOT KNOB
ROAD, LLC
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY

SEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA047366
STEVE
R. F A R M A R TINO4/13/20
1 2/12/20 2ND SUB
BUILDING PERMIT SF
2 3/4/20 TRC SUBMITTAL SF
3 3/18/20 DUKE LANDSCAPING
UPDATES SF
4 4/13/20 NCDEQ COMMENTS SF
HP0-0
C-603
SUB DRAINAGE
AREA MAP
1"=80'
40 20 80080
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSF
FFF
FWW
W
W W W W W W W W WFFFFFFFF F
W
WW W W W W
F
F
F F F F F
SSSSSS84.16' - 24" RC
P

@

4
.
0
4
%
F
8" HDPE @ 1% MINIMUM SLOPE
YARD INLET (TYP.)
PROP. YARD INLET
8" HDPE
236.16' - 30" HDPE @ 0.50%118.68' - 24" RCP @ 0.50%28.35' - 24" RCP @ 0.49%214.14' - 24" RCP @ 1.27%66.46' - 2
4
"

H
D
P
E

@

0
.
5
0
%
92.55' - 24" HDPE @ 0.50%145.77' - 18" HDPE @ 0.60%70.63' - 24" HDPE @ 0.50%69.51' - 18" HDPE @ 0.50%56.31' - 18" HD
P
E

@

0
.
5
0
%94.19' - 18" HDPE @ 0.50%51.04' -
1
5
"

H
D
P
E

@

0
.
5
0
%65.73' - 15" HDPE @ 0.50%109.27' - 24" HDPE @ 0.50%63.56'

-

2
4
"

H
D
P
E

@

0
.
5
0
%
114.20' - 24
"

H
D
P
E

@

0
.
5
0
%
1
9
.1
7
'

-

1
5
"
HDPE
@

-
1
.
00%
99.00' - 24" HDPE @ 0.50%
3
4
.
8
8
'

-

3
0
"

H
D
P
E
@

0
.
5
0
%
104.11' - 30" HDPE @ 0.50%
EXISTI
N
G
SHOP
S
COMPACTOR
T
T
T
T
T
CLASS 'B' 10' BUFFER #3CLASS 'B' 10' BUFFER #4CLASS 'B' 10' BUFFER #3
10'
YARD
SETBACK
10'
YARD
SETBACK
6
QAC
5
RIM
7
RIM
2
QS
1
CPY
3
AXG
3
MXS
7
RIM 3
AXG
1
TC
7
RIM
1
CPY
1
QS
3
MXS
7
RIM
3
AXG
3
AXG
1
TC
7
RIM
2
QS
1
CPY
3
AXG 3
MXS
3
RIM
1
TC
7
RIM
1
QS 1
CPY
3
AXG
3
MXS 7
RIM 3
AXG
2
RCRE
3
TC
3
TC
1
QS
1
CPY
5
RIM
1
CPY
5
RIM
2
MXS
1
QS
1
MXS
10
RIM
2
CPY
1
MXS
2
QS
1
MXS
5
RIM
2
CPY
5
RIM
1
QS
11
IBN
3
BNDH
6
IBN
2
MXS
2
QULY
3
CC
1
QULY
1
CC
6
BGM
8
MUCA
6
CCBM
2
IBN
6
BGM
8
MUCA
7
ILVO
3
HQ
3
HQ
9
ILVO
7
IBN
6
BGM
8
MUCA
6
BGM
8
MUCA
2
IBN 3
CCBM
1
QULY
18
LMBB
1
QULY
18
LMBB
24
LMBB
18
LMBB
16
LMBB
16
LMBB
172
LC
158
LC162
LC
161
LC
159
ED
156
ED
161
ED
160
ED
159
ED161
CG
157
CG
160
CG
170
CG
6
RIM
5
RIM
5
KLM
3
KLM3
KLM
6
KLM
3
KLM
3
KLM
5
KLM
3
KLM
7
KLM
3
KLM
KLM
4' MIN COVER
3
KLMRETAIL13,100 SFFFE=783.00EX. 1'-0" CURB & GUTTER(TYP.)259.33'200.00'1
9
1
.
0
0
'70.00'6
0
.
0
0
'20.00'30.00'EX. RISER ROOM7
0
.
0
0
'
6
5
.
0
0
'20.00'20.00'20.00'20.00'20.00'20.00'159741317131376151174TTEX. ONE (1) DEDICATED 4" PVC SCHEDULE 40CONDUIT IN A SEPARATE TRENCH (DATA)EX. TWO (2) DEDICATED 3" PVC SCHEDULE 40CONDUITS IN A SEPARATE TRENCH (TELEPHONE)EX. 1.5" GAS LINE BY
GAS COMPANY EX. BERMCENTERLINECRESSET
DELLING
E
R

R
O
A
D LODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
1"=30'
0 307.51530 C-702
LANDSCAPE
PLAN
CONSTRUCTION
APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
\\BOHLERENG.NET\SHARES\NC-PROJECTS\2017\NCC172159.1\DRAWINGS\PLAN SETS\AMENITY\NCC172159.1 _ LPO.DWG PRINTED BY: RMCDOWELL 4.14.20 @ 12:13 PM LAST SAVED BY: RMCDOWELL
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGFLB190107
TGH
APL
08/27/19
AS NOTED

CAMBRIDGE
VILLAGE
MULTIFAMILY
NORTH PILOT KNOB
ROAD, LLC
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY

SEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA047366
STEVE
R. F A R M A R TINO4/13/20
1 2/12/20 2ND SUB
BUILDING PERMIT SF
2 3/4/20 TRC SUBMITTAL SF
3 3/18/20 DUKE LANDSCAPING
UPDATES SF
4 4/13/20 NCDEQ COMMENTS SF
PROP. DITCH FLOW LINE
PROP. DITCH FLOW LINE
340 LF CLASS B, 10' BUFFER
REQUIRED PLANTINGS:
4 EVERGREEN
4 CANOPY
10 UNDERSTORY
68 SHRUBS
PROPOSED PLANTINGS:
4 EVERGREEN
6 CANOPY
12 UNDERSTORY
75 SHRUBS
LANDSCAPE SCHEDULE
KEY QTY.BOTANICAL NAME COMMON NAME CAL. / HT.CONT.
STP 1,360 FLAGSTONE STEPPERS WITH DECOMPOSED GRANITE FLAGSTONE STEPPERS WITH DECOMPOSED GRANITE SF SF
ZOYT 9,340 EMPIRE ZOYSIA TURF EMPIRE ZOYSIA TURF SF SOD
MMIX 5,837 PRAIRIE STYLE SEED MIX PRAIRIE STYLE SEED MIX SF HYDROSEED
STP: STEPPER AREAS TO BE 2" THICK FLAG CUT BLUESTONE SET IN 3" DECOMPOSED GRANITE BED,
ALL ON 4" THICK #57 AGGREGATE BASE WITH SOIL SEPARATION FABRIC BETWEEN LAYERS.
USE COMMERCIAL GRADE ALUMINUM OR STEEL EDGING FOR FULL PERIMETER.
WET POND LANDSCAPE SCHEDULE
HATCH KEY QTY.BOTANICAL NAME COMMON NAME SPREAD
CG 965 CHELONE GLABRA WHITE TURTLEHEAD 18" OC
ED 1116 EUPATORIADELPHUS DWARF JOE PYE WEED 18" OC
LC 972 LOBELIA CARDINALIS CARDINAL FLOWER 18" OC
MMIX 5,837 SF PRAIRIE STYLE SEED MIX PRAIRIE STYLE SEED MIX
NOTE: SEE NCDEQ STORMWATER DESIGN MANUAL FOR WET POND PLANTING REQUIREMENTS. ALL PLANTS SHALL BE
TRIANGULAR SPACED.
NOTE: LANDSCAPE SCHEDULE IS COMPREHENSIVE FOR ALL SHEETS AND IS INDICATED ON EACH SHEET FOR REFERENCE.
OVERALL LANDSCAPE SCHEDULE
KEY QTY.BOTANICAL NAME COMMON NAME CAL. / HT.CONT.
BNDH 6 BETULA NIGRA 'DURA HEAT'RIVER BIRCH 'DURA HEAT'2" CAL.B+B
QS 28 QUERCUS SHUMARDII SHUMARD OAK 2 1/2-3" CAL.B+B
QAC 24 QUERCUS ACCUTISSIMA SAWTOOTH OAK 2 1/2-3" CAL.B+B
QULY 17 QUERCUS LYRATA 'HIGHBEAM'HIGHBEAM OVERCUP OAK 2 1/2-3" CAL.B+B
CC 19 CERCIS CANADENSIS EASTERN REDBUD 2-2 1/2" CAL. / 8-10'B+B
CPY 24 CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN 1-1 1/2" CAL. / 8-10'B+B
MXS 52 MAGNOLIA X SOULANGIANA SAUCER MAGNOLIA 1-1 1/2" CAL. / 8-10'B+B
LIA 17 LAGERSTROMIA INDICA 'ACOMA'DWARF CREPE MYRTLE 1-1 1/2" CAL. / 4'-6'B+B
LR 14 LAGERSTROMIA INDICA 'RED ROCKET'RED ROCKET CREPE MYRTLE 2-2 1/2" CAL. / 8-10'B+B
LJAP 14 LIGUSTRUM JAPONICUM JAPANESE LIGUSTRUM 1-1 1/2" CAL. / 4'-6'B+B
TC 32 TSUGA CANADENSIS CANADIAN HEMLOCK 6'-7'B+B
AXG 63 ABELIA x GRANDIFLORA 'CONFETTI'CONFETTIE ABELIA 18-24" HT. & SPREAD #3 CAN
ABG 75 ABELIA x GRANDIFLORA GLOSSY ABELLIA 18-24" HT. & SPREAD #3 CAN
HQ 16 HYDRANGEA QUERCIFOLIA OAKLEAF HYDRANGEA 24-30" HT. & SPREAD #5 CAN
IBN 352 ILEX GLABRA 'COMPACTA'DWARF INKBERRY HOLLY 24-30" HT. & SPREAD #5 CAN
ILVO 393 ILEX CRENATA 'HELLERI'HELLERI JAPANESE HOLLY 24-30" HT. & SPREAD #5 CAN
LMBB 810 LIRIOPE MUSCARI 'BIG BLUE'BIG BLUE LIRIOPE 1218" HT. & SPREAD #1 CAN
SBG 18 SPIRAEA X BUMALDA 'GOLDFLAME'GOLD FLAME SPIREA 15-18" HT. & SPREAD #3 CAN
BGM 266 BUXUS X GREEN MOUNTAIN GREEN MOUNTAIN BOXWOOD 24"-30" HT. & SPREAD B+B
KL 99 KALMIA LATIFOLIA MOUNTAIN LAUREL 30-36" HT. & SPREAD B+B
RCRE 50 RHODODENDRON CATAWBIENSE 'ROSEUM ELEGANS'ROSEUM ELEGANS RHODODENDRON 36-42" HT. & SPREAD B+B
RIM 325 RHAPHIOLEPIS INDICA 'MONTO'INDIAN PRINCESS INDIAN HAWTHORN 24-30" HT. & SPREAD B+B
MUCA 273 MUHLENBERGIA CAPILARIS PINK MUHLY GRASS 1 GAL.CONTAINER
CCBM 69 CARYOPTERIS X CLANDONENSIS 'BLUE MIST'BLUE MIST SPIREA 18"-24" HT. & SPREAD #3 CAN
JPFT 4 JUNIPERUS PFITZERIANA PFITZER JUNIPER 24-30" HT. & SPREAD #3 CAN
ILAS 11 ILEX ATTENUATA 'SAVANNA'SAVANNA HOLLY 8-10' HT.B+B
JPSG 64 JUNIPERUS PFITZERIANA 'SEA GREEN'SEA GREEN JUNIPER 18"-24" HT. & SPREAD #3 CAN
MSYJ 31 MISCANTHUS SINENSIS "YAKUJIMA"DWARF SILVER GRASS 24" HT. & SPREAD #3 CAN
RXSG 28 RHODODENDRON SATSUKI 'GUMPO'GUMPO AZALEA 18"-24" HT. & SPREAD #3 CAN
LACA 8 PURPLE LANTANA PURPLE LANTANA 12" HT. & SPREAD #1 CAN
S
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2
LIA
6
IBN
28
IBN
27
IBN
41
IBN
1
QULY
1
LIA
1
QULY
1
LIA
6
QAC
1
QAC
2
QS
1
QULY
1
QULY
4
QAC
3
LR
3
LR
12
MUCA
16
MUCA
7
RIM
7
RIM
7
RIM
2
MXS
6
RIM
6
IBN
3
AXG
16
MUCA
5
BGM
6
CCBM
7
HQ
3
MSYJ
10
ILVO
4
ILVO 4
IBN
11
ILVO
22
ILVO
4
ILVO
9
BGM
4
BGM
4
IBN
7
BGM
3
IBN
8
MUCA
10
IBN
5
MSYJ
8
CCBM
4
IBN
4
CCBM
3
MSYJ
3
CCBM
5
RIM
2
MXS1
QS
5
RIM
3
MXS
1
CPY
2
QS
1
MXS
3
TC
5
RIM
1
CPY
5
RIM
19
ILVO
14
BGM
4
IBN
12
ILVO
4
ILVO
4
IBN
9
RCRE
10
ILVO
9
IBN
16
ILVO
23
ILVO
7
BGM
5
BGM
11
IBN
9
ILVO
8
ILVO
4
IBN
2
LR
4
MUCA
10
BGM
14
ILVO
15
BGM
20
MUCA
5
ILVO
12
BGM
14
ILVO
3
IBN
35
MUCA 10
ILVO
8
MSYJ
223
LMBB
29
LMBB
55
LMBB
65
LMBB
65
LMBB
44
LMBB
91
LMBB
56
LMBB
56
LMBB
94
LMBB
50
LMBB
15
LMBB
11
BGM
234
STP
19
BGM
3
MYSJ
20
BGM
103
STP
5,837
MMIX
3
LR
155
LC
163
CG
162
ED
159
ED
154
CG
164
LC
3
MXS
10
RIM
1
TC
5
RIM
24
BGM
1
LIA
3
ABG 3
LJAP
4
JPSG
4
ABG
2
JPSG
2
RIM
5
RIM
3
JPSG
2
ABG
5
RIM
2
ABG
6
JPSG
2
ABG
5
RIM
10
ABG
3
LIA
6
ABG
2
LJAP
10
RIM
2
LIA
3
JPFT
2
LJAP
5
ABG
3
TC
2
LJAP
3
ABG
7
RIM
1
JPFT
3
ABG
5
LJAP
6
RIM
3
ABG
7
RIM
14
JPSG
3
ABG
3
ABG
6
JPSG
3
ABG
6
RIM
3
ABG
5
JPSG
6
RIM
3
ABG
3
KLM
3
KLM
3
KLM
5
KLM
3
KLM
4
KLM
1
KLM
5
JPSG
3
MSYJ
90
LMBB
10
IBN
8
JPSG
3
LIA
8
JPSG
3
LIA
14
ABG
EX. ACCES
S
EASEMENT NORTH PILOT KNOB ROADC
R
E
S
S
E
T

D
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L
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LOD
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0 307.51530
C-704
LANDSCAPE
PLAN
CONSTRUCTION
APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
\\BOHLERENG.NET\SHARES\NC-PROJECTS\2017\NCC172159.1\DRAWINGS\PLAN SETS\AMENITY\NCC172159.1 _ LPO.DWG PRINTED BY: RMCDOWELL 4.14.20 @ 11:50 AM LAST SAVED BY: RMCDOWELL
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGFLB190107
TGH
APL
08/27/19
AS NOTED

CAMBRIDGE
VILLAGE
MULTIFAMILY
NORTH PILOT KNOB
ROAD, LLC
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY

SEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA047366
STEVE
R. F A R M A R TINO4/13/20
1 2/12/20 2ND SUB
BUILDING PERMIT SF
2 3/4/20 TRC SUBMITTAL SF
3 3/18/20 DUKE LANDSCAPING
UPDATES SF
4 4/13/20 NCDEQ COMMENTS SF
LANDSCAPE SCHEDULE
KEY QTY.BOTANICAL NAME COMMON NAME CAL. / HT.CONT.
STP 1,360 FLAGSTONE STEPPERS WITH DECOMPOSED GRANITE FLAGSTONE STEPPERS WITH DECOMPOSED GRANITE SF SF
ZOYT 9,340 EMPIRE ZOYSIA TURF EMPIRE ZOYSIA TURF SF SOD
MMIX 5,837 PRAIRIE STYLE SEED MIX PRAIRIE STYLE SEED MIX SF HYDROSEED
STP: STEPPER AREAS TO BE 2" THICK FLAG CUT BLUESTONE SET IN 3" DECOMPOSED GRANITE BED,
ALL ON 4" THICK #57 AGGREGATE BASE WITH SOIL SEPARATION FABRIC BETWEEN LAYERS.
USE COMMERCIAL GRADE ALUMINUM OR STEEL EDGING FOR FULL PERIMETER.
WET POND LANDSCAPE SCHEDULE
HATCH KEY QTY.BOTANICAL NAME COMMON NAME SPREAD
CG 965 CHELONE GLABRA WHITE TURTLEHEAD 18" OC
ED 1116 EUPATORIADELPHUS DWARF JOE PYE WEED 18" OC
LC 972 LOBELIA CARDINALIS CARDINAL FLOWER 18" OC
MMIX 5,837 SF PRAIRIE STYLE SEED MIX PRAIRIE STYLE SEED MIX
NOTE: SEE NCDEQ STORMWATER DESIGN MANUAL FOR WET POND PLANTING REQUIREMENTS. ALL PLANTS SHALL BE
TRIANGULAR SPACED.
PROP. DITCH FLOW LINE
OVERALL LANDSCAPE SCHEDULE
KEY QTY.BOTANICAL NAME COMMON NAME CAL. / HT.CONT.
BNDH 6 BETULA NIGRA 'DURA HEAT'RIVER BIRCH 'DURA HEAT'2" CAL.B+B
QS 28 QUERCUS SHUMARDII SHUMARD OAK 2 1/2-3" CAL.B+B
QAC 24 QUERCUS ACCUTISSIMA SAWTOOTH OAK 2 1/2-3" CAL.B+B
QULY 17 QUERCUS LYRATA 'HIGHBEAM'HIGHBEAM OVERCUP OAK 2 1/2-3" CAL.B+B
CC 19 CERCIS CANADENSIS EASTERN REDBUD 2-2 1/2" CAL. / 8-10'B+B
CPY 24 CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN 1-1 1/2" CAL. / 8-10'B+B
MXS 52 MAGNOLIA X SOULANGIANA SAUCER MAGNOLIA 1-1 1/2" CAL. / 8-10'B+B
LIA 17 LAGERSTROMIA INDICA 'ACOMA'DWARF CREPE MYRTLE 1-1 1/2" CAL. / 4'-6'B+B
LR 14 LAGERSTROMIA INDICA 'RED ROCKET'RED ROCKET CREPE MYRTLE 2-2 1/2" CAL. / 8-10'B+B
LJAP 14 LIGUSTRUM JAPONICUM JAPANESE LIGUSTRUM 1-1 1/2" CAL. / 4'-6'B+B
TC 32 TSUGA CANADENSIS CANADIAN HEMLOCK 6'-7'B+B
AXG 63 ABELIA x GRANDIFLORA 'CONFETTI'CONFETTIE ABELIA 18-24" HT. & SPREAD #3 CAN
ABG 75 ABELIA x GRANDIFLORA GLOSSY ABELLIA 18-24" HT. & SPREAD #3 CAN
HQ 16 HYDRANGEA QUERCIFOLIA OAKLEAF HYDRANGEA 24-30" HT. & SPREAD #5 CAN
IBN 352 ILEX GLABRA 'COMPACTA'DWARF INKBERRY HOLLY 24-30" HT. & SPREAD #5 CAN
ILVO 393 ILEX CRENATA 'HELLERI'HELLERI JAPANESE HOLLY 24-30" HT. & SPREAD #5 CAN
LMBB 810 LIRIOPE MUSCARI 'BIG BLUE'BIG BLUE LIRIOPE 1218" HT. & SPREAD #1 CAN
SBG 18 SPIRAEA X BUMALDA 'GOLDFLAME'GOLD FLAME SPIREA 15-18" HT. & SPREAD #3 CAN
BGM 266 BUXUS X GREEN MOUNTAIN GREEN MOUNTAIN BOXWOOD 24"-30" HT. & SPREAD B+B
KL 99 KALMIA LATIFOLIA MOUNTAIN LAUREL 30-36" HT. & SPREAD B+B
RCRE 50 RHODODENDRON CATAWBIENSE 'ROSEUM ELEGANS'ROSEUM ELEGANS RHODODENDRON 36-42" HT. & SPREAD B+B
RIM 325 RHAPHIOLEPIS INDICA 'MONTO'INDIAN PRINCESS INDIAN HAWTHORN 24-30" HT. & SPREAD B+B
MUCA 273 MUHLENBERGIA CAPILARIS PINK MUHLY GRASS 1 GAL.CONTAINER
CCBM 69 CARYOPTERIS X CLANDONENSIS 'BLUE MIST'BLUE MIST SPIREA 18"-24" HT. & SPREAD #3 CAN
JPFT 4 JUNIPERUS PFITZERIANA PFITZER JUNIPER 24-30" HT. & SPREAD #3 CAN
ILAS 11 ILEX ATTENUATA 'SAVANNA'SAVANNA HOLLY 8-10' HT.B+B
JPSG 64 JUNIPERUS PFITZERIANA 'SEA GREEN'SEA GREEN JUNIPER 18"-24" HT. & SPREAD #3 CAN
MSYJ 31 MISCANTHUS SINENSIS "YAKUJIMA"DWARF SILVER GRASS 24" HT. & SPREAD #3 CAN
RXSG 28 RHODODENDRON SATSUKI 'GUMPO'GUMPO AZALEA 18"-24" HT. & SPREAD #3 CAN
LACA 8 PURPLE LANTANA PURPLE LANTANA 12" HT. & SPREAD #1 CAN
NOTE: LANDSCAPE SCHEDULE IS COMPREHENSIVE FOR ALL SHEETS AND IS INDICATED ON EACH SHEET FOR REFERENCE.
C-705
NOTES AND
DETAILS
CONSTRUCTION
APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
\\BOHLERENG.NET\SHARES\NC-PROJECTS\2017\NCC172159.1\DRAWINGS\PLAN SETS\AMENITY\NCC172159.1 _ LPO.DWG PRINTED BY: RMCDOWELL 4.14.20 @ 11:50 AM LAST SAVED BY: RMCDOWELL
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGFLB190107
TGH
APL
08/27/19
AS NOTED

CAMBRIDGE
VILLAGE
MULTIFAMILY
NORTH PILOT KNOB
ROAD, LLC
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY

SEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA047366
STEVE
R. F A R M A R TINO4/13/20
1 2/12/20 2ND SUB
BUILDING PERMIT SF
2 3/4/20 TRC SUBMITTAL SF
3 3/18/20 DUKE LANDSCAPING
UPDATES SF
4 4/13/20 NCDEQ COMMENTS SF
PLANTING NOTES:
1.ALL LANDSCAPE AREAS ARE TO RECEIVE A MINIMUM OF 4' OF TOPSOIL.
2.ALL MULCHED PLANTING BEDS ADJACENT TO BUILDINGS SHALL BE SEPARATED FROM THE FACE OF THE BUILDING WITH A 3"
SIDE X 4" DEPTH PEA GRAVEL STRIP FOR FIRE SAFETY.
3.ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PEST AND DISEASE.
4.ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED & BURLAPPED AS INDICATED IN THE PLANT LIST.
5.ALL LAWN AREAS SHALL BE SEEDED WITH LOCALLY GROWN FESCUE SEED MIX MEETING THE LATEST NORTH CAROLINA DEPT.
OF AGRICULTURE STANDARD FOR SEED AND PLANT CERTIFICATION. CONSULT LOCAL N.C.S.U AGRICULTURAL EXTENSION
OFFICE FOR PROPER FERTILIZER AND LIME APPLICATION RATES FOR LAWN SEEDING.
6.ALL TREES SHALL TRUNK, FULL HEAD, AND MEET ALL REQUIREMENTS SPECIFIED.
7.ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION.
8.ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS.
9.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN OF
THE PLANS ARE BASE UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATION OF UTILITY LINES ADJACENT TO THE WORK AREA 2) TO
PROTECT ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES,
STRUCTURES, SITE APPURTENANCES, ETC.
10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLAN BEFORE PRICING THE
WORK.
11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND
PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS.
12.THE CONTRACTOR SHALL COMPLETELY GUARANTEE AND BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NO
LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR A ONE YEAR
GROWING PERIOD.
13.ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE
PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE WHILE
MEETING ALL PLANT SCHEDULE SPECIFICATIONS.
14.STANDARDS SET FORTH IN THE "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY
AND SHALL CONSTITUTES MINIMUM QUALITY REQUIREMENT FOR PLANT MATERIAL.
15.WHERE SHOWN ON THE PLANS AND DETAILS, PLANTING BED ARE TO BE COMPLETELY COVERED WITH A MINIMUM 4" DEPTH OF
TRIPLE SHRED HARDWOOD MULCH FROM A LOCAL MULCH SOURCE HARVESTED IN A SUSTAINABLE MANNER.
16.WATER PERMEABLE FILTRATION FABRIC SHALL BE USED IN ALL LANDSCAPED AREAS.
17.ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE
COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN.
18.THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING IN STAGES FOR SOIL STABILIZATION
AS AREA ARE COMPLETED AFTER GRADING.
19.PLANTINGS AND SEEDED/SODDED AREAS TO BE IRRIGATED BY AN ON SITE IRRIGATION SYSTEM. SEE UTILITY PLAN FOR
IRRIGATION METER AND BACKFLOW LOCATIONS AND SPECIFICATIONS.
20.THE IRRIGATION SYSTEM DESIGN SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR WITH REVIEW BY THE
OWNER BEFORE INSTALLATION.
21.ALL LANDSCAPING SHALL AVOID CONFLICT WITH UNDERGROUND STORMWATER MANAGEMENT MEASURES.
LANDSCAPE SPECIFICATIONS
1. SCOPE OF WORK:
THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL
PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS,
TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY
THE GENERAL CONTRACTOR.
2. MATERIALS
A.GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE
DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS.
B.TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE
BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE
MATTER AND CLAY CLODS.
C.LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR
AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE
PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES.
1.1.LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED.
1.2.SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS.
1.3.SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE.
D.MULCH - ALL AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED DARK BROWN HARDWOOD
BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN.
E.FERTILIZER
1.1.FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD
BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A
WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE.
1.2.FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND
4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY
A CERTIFIED SOIL LABORATORY.
F.PLANT MATERIAL
1.1.ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR
NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE
ASSOCIATION.
1.2.IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL
PLANT MATERIAL.
1.3.PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST
ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION.
1.4.TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1¼",
WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH
WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES.
1.5.ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF
GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF
DISEASE, INSECTS, PESTS, EGGS OR LARVAE.
1.6.CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX
INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE.
IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE
CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE.
1.7.SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE
LONGEST BRANCH.
1.8.TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL.
3. GENERAL WORK PROCEDURES
A.CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE
CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS,
MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF.
B.WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS
SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE.
4. SITE PREPARATIONS
A.BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG
OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN.
B.ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF
ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE
SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL
SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A
REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL
NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED
TO PREVENT SHOCK OR DECLINE.
C.CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR
TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS
PRIOR TO THE BEGINNING OF WORK.
5. TREE PROTECTION
A.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE
PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF
CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE
STRICT TREE PROTECTION ZONE SHALL BE HONORED.
B.A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY 'VISI-FENCE', OR
APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE
PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED
WITHIN THE TREE PROTECTION DETAIL.
C.WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING
AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING
ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND
MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED.
D.AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT
STANDING IN THE TREE PROTECTION ZONE.
6. SOIL MODIFICATIONS
A.CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING.
SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY.
B.LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO
THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED
BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS.
C.THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY.
COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS
PERFORMED BY A CERTIFIED SOIL LABORATORY.
1.1.TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC
MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL
PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF
OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5.
1.2.TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING
COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE
USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX.
SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE.
1.3.MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED
CLAY LOAM UP TO 30% OF THE TOTAL MIX.
7. FINISHED GRADING
A.UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE-GRADING WITHIN THE DISTURBANCE AREA OF THE
SITE.
B.LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN
ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL
THICKNESS (1"±).
C.ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT
CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED
BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT.
D.ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND
AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS.
8. TOPSOILING
A.CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE
LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED
SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS.
B.ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY
BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION.
C.CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITE
TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED
THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS
SECTION ABOVE.
D.ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED
FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK
PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO
DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA):
1.1.20 POUNDS 'GROW POWER' OR APPROVED EQUAL
1.2.20 POUNDS NITRO-FORM (COURSE) 38-0-0 BLUE CHIP
E.THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS.
9. PLANTING
A.INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT
THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL.
PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS
THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH
TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE.
B.PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN
WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE.
PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION.
C.ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING
UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED.
D.ALL PLANTING CONTAINERS AND NON-BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS
DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED
DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING.
E.POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL
OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED.
F.PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE
APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY.
THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS
FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE
FOLLOWING PLANTING SEASONS:
1.1.PLANTS: MARCH 15 TO DECEMBER 15
1.2.LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1
G.PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT
APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING
AGENCY FOR POTENTIAL SUBSTITUTIONS.
H.FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH
TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS
GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING
SEASON:
ACER RUBRUM PLATANUS X ACERIFOLIA
BETULA VARIETIES POPULOUS VARIETIES
CARPINUS VARIETIES PRUNUS VARIETIES
CRATAEGUS VARIETIES PYRUS VARIETIES
KOELREUTERIA QUERCUS VARIETIES
LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA
LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES
I.PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL.
THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH
THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY:
·1 PART PEAT MOSS
·1 PART COMPOSTED COW MANURE BY VOLUME
·3 PARTS TOPSOIL BY VOLUME
·21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS:
A) 2 TABLETS PER 1 GALLON PLANT
B) 3 TABLETS PER 5 GALLON PLANT
C) 4 TABLETS PER 15 GALLON PLANT
D) LARGER PLANTS: 2 TABLETS PER ½" CALIPER OF TRUNK
J.FILL PREPARED SOIL AROUND BALL OF PLANT HALF-WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND
WATER THOROUGHLY.
K.ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE
BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP
OF THE ROOT BALL.
L.ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED
TO A MINIMUM BRANCHING HEIGHT OF 7' FROM GRADE.
M.GROUND COVER AREAS SHALL RECEIVE A ¼" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL
PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE-EMERGENT
CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION.
N.NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM
EXISTING STRUCTURES AND SIDEWALKS.
O.ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED
AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB.
P.ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE
WATERING SPECIFICATIONS AS LISTED HEREIN.
Q.NO STAKING SHALL BE PERMITTED ON TREES ANYWHERE WITHIN MATTHEWS, NC JURISDICTION. VERIFY THE
ACCEPTANCE OF TREE STAKING, IF NECESSARY WITHIN THE STALLINGS, NC JURISDICTION.
10. TRANSPLANTING (WHEN REQUIRED)
A.ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT.
B.IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL,
ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND.
C.PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30.
D.UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE.
E.TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN.
F.IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES
GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE
MUNICIPALITY'S TREE REPLACEMENT GUIDELINES.
11. WATERING
A.NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING.
WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO
THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL
CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED.
B.SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE
ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED
FOR ALL NEWLY PLANTED TREES.
C.IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT
MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF
MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH.
12. GUARANTEE
A.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL
OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A
MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE
RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN
COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE.
B.ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD.
REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY
DEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION.
C.TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT
THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE
PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD
CONDITION AND FREE OF INSECTS AND DISEASE.
D.LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER
OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH,
ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS.
13. CLEANUP
A.UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE
CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED
AREAS ARE TO BE CLEANED.
B.THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER
OR AUTHORIZED REPRESENTATIVE.
14.GOVERNING JURISDICTIONS
ALL LANDSCAPE REQUIREMENTS SHALL MEET THE APPROVAL AND REQUIREMENTS OF EACH AUTHORIZING
JURISDICTION, TOWN OF MATTHEWS AND STALLINGS, RESPECTIVELY.
1.MATTHEW, NC: REFER TO THE TOWN OF MATTHEWS UNIFIED DEVELOPMENT ORDINANCE
2.STALLINGS, NC: REFER TO ARTICLE 11, LANDSCAPE REQUIREMENTS AND TREE PROTECTION IN THE
STALLINGS DEVELOPMENT ORDINANCE.
OWNER MAINTENANCE RESPONSIBILITIES
UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS
FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL
INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND
FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND
AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT
LIMITED TO, THE FOLLOWING:
·TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO
ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL
PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH
OF TRAVEL.
·VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED
SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL
SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS-EGRESS WAYS.
·FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY
FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY
OTHER HAZARDS.
THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS
REQUIRED TO PROVIDE.
1. ALL IRRIGATION SYSTEMS SHALL BE INSTALLED BY A LICENSED MASTER PLUMBER, LICENSED SPRINKLER CONTRACTOR OR
OWNER/BUILDER AND SHALL BE MAINTAINED IN PROPER OPERATING CONDITION.
2. LOW-VOLUME IRRIGATION SYSTEMS SUCH AS DRIP OR BUBBLE SYSTEMS ARE ENCOURAGED FOR USE IN ORDER TO
CONSERVE WATER.
3. SPRINKLER TYPE IRRIGATION SYSTEMS ARE NOT ENCOURAGED WITHIN THE TOWN LIMITS; HOWEVER, WHEN INSTALLED,
THEY SHALL BE DESIGNED TO AVOID SPRAY THAT WILL FALL ON SIDEWALKS, NEIGHBORING PROPERTIES, AND ADJACENT
BUILDINGS.
4. ANY SPRINKLER SYSTEM INSTALLED SHALL BE PROGRAMMED TO SUPPLEMENT NORMAL RAINFALL, AND SHALL BE
OPERATED TO CONSERVE WATER.
5. AN OPERABLE RAIN SENSOR IS REQUIRED ON ALL AUTOMATICALLY CONTROLLED SYSTEMS.
6. THE INSTALLATION OF AN IRRIGATION SYSTEM IS NOT REQUIRED ON NEW PLANTINGS OF ALL NATIVE PLANT MATERIALS OR
XERISCAPE PLANT SPECIES DESIGNATED AS SUCH BY THE NORTH CAROLINA STATE UNIVERSITY, OR ON PRESERVED
VEGETATION WHEN ROOT PROTECTION ZONES HAVE BEEN IDENTIFIED AND CONTINUOUSLY MAINTAINED DURING ALL LAND
DISTURBING ACTIVITIES.
7. BEFORE ANY IRRIGATION SYSTEM OR PORTION OF AN IRRIGATION SYSTEM IS INSTALLED WITHIN A PUBLIC RIGHT-OF-WAY
OR ON ANY OTHER PUBLIC LAND, AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE PUBLIC WORKS
DIRECTOR OR FROM NCDOT AS APPLICABLE.
8. IRRIGATION SYSTEMS THAT WATER ONLY LANDSCAPE TURF ARE NOT ENCOURAGED, BUT ARE NOT PROHIBITED.
IRRIGATION NOTES:
EVERGREEN TREE PLANTING DETAIL
NOT TO SCALE
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.
4" BUILT-UP EARTH SAUCER
4-6" DEEPER THAN ROOT BALL
BEFORE PLANTING ADD 3 TO 4"
OF WELL-COMPOSTED LEAVES
OR RECYCLED YARD WASTE TO
BED AND TILL INTO TOP 6" OF
PREPARED SOIL.
SET ROOT BALL FLUSH TO GRADE OR
SEVERAL INCHES HIGHER IN
POORLY DRAINING SOILS.
SET ROOT BALL ON FIRM
PAD IN BOTTOM OF HOLE
3" THICK LAYER OF DARK
BROWN DOUBLE SHREDDED
HARDWOOD MULCH
ONLY TREES WITH ONE MAIN LEADER
SHALL BE PURCHASED. DO NOT PRUNE
TREE AT PLANTING UNLESS DIRECTED
TO BY PROJECT LANDSCAPE
ARCHITECT
FOLD BURLAP AWAY FROM TOP OF
ROOT BALL
PREPARE WIDTH OF
PLANTING HOLE 6 FT
OR TWICE THE WIDTH
OF THE ROOT BALL;
WHICHEVER IS
GREATER
PREPARED SOIL FOR
TREES 1 PART PEAT MOSS 1
PART COW MANURE 3
PARTS TOPSOIL
UNDISTURBED
SUBGRADE
DIG WIDE, SHALLOW HOLE
WITH TAMPED SIDES
TAMP SOIL SOLIDLY AROUND
BASE OF ROOT BALL
DO NOT STAKE OR
WRAP TRUNK
REMOVE THE TOP 1/3 OF THE WIRE BASKET
IF PRESENT. ANY AND ALL TWINE SHALL BE
REMOVED FROM THE TREE BEFORE
BACKFILLING. BURLAP SHALL BE FOLDED
BACK INTO PLANTING HOLE
DECIDUOUS TREE PLANTING DETAIL
4" BUILT-UP EARTH SAUCER
BEFORE PLANTING ADD 3 TO 4"
OF WELL-COMPOSTED LEAVES OR
RECYCLED YARD WASTE TO BED
AND TILL INTO TOP 6" OF
PREPARED SOIL.
4-6" DEEPER THAN ROOT BALL
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.
NOT TO SCALE
3" THICK LAYER OF DARK BROWN DOUBLE
SHREDDED HARDWOOD MULCH
TAMP SOIL SOLIDLY
AROUND BASE OF
ROOT BALL
DIG WIDE, SHALLOW HOLE
WITH TAMPED SIDES
ONLY TREES WITH ONE MAIN LEADER
SHALL BE PURCHASED. DO NOT PRUNE
TREE AT PLANTING UNLESS DIRECTED
TO BY PROJECT LANDSCAPE ARCHITECT
SET ROOT BALL FLUSH TO GRADE
OR SEVERAL INCHES HIGHER IN
POORLY DRAINING SOILS.
FOLD BURLAP AWAY FROM
TOP OF ROOT BALL
SET ROOT BALL ON FIRM
PAD IN BOTTOM OF HOLE
REMOVE THE TOP 1/3 OF THE WIRE BASKET IF
PRESENT. ANY AND ALL TWINE SHALL BE
REMOVED FROM THE TREE BEFORE
BACKFILLING. BURLAP SHALL BE FOLDED BACK
INTO PLANTING HOLE
DO NOT STAKE
OR WRAP TRUNK
PREPARED SOIL FOR TREES
1 PART PEAT MOSS
1 PART COW MANURE
3 PARTS TOPSOIL
UNDISTURBED
SUBGRADE
PREPARE WIDTH OF
PLANTING HOLE 6 FT OR
TWICE THE WIDTH OF
THE ROOT BALL;
WHICHEVER IS GREATER
STALLINGS: TREE PLANTING ON SLOPE DETAIL
NOT TO SCALE
EXISTING GRADE
DO NOT WRAP TRUNK
PREPARED SOIL FOR TREES
1 PART PEAT MOSS
1 PART COW MANURE
3 PARTS TOPSOIL
UNDISTURBED SUBGRADE
TAMP SOIL SOLIDLY AROUND
BASE OF ROOT BALL
12"
SET ROOT BALL ON FIRM
PAD IN BOTTOM OF HOLE
REMOVE THE TOP 1/3 OF THE WIRE BASKET
IF PRESENT. ANY AND ALL TWINE SHALL BE
REMOVED FROM THE TREE BEFORE
BACKFILLING. BURLAP SHALL BE FOLDED
BACK INTO PLANTING HOLE
BEFORE PLANTING ADD 3 TO 4" OF
WELL-COMPOSTED LEAVES OR RECYCLED
YARD WASTE TO BED AND TILL INTO TOP 6"
OF PREPARED SOIL.
3" THICK LAYER OF DARK
BROWN DOUBLE SHREDDED
HARDWOOD MULCH
4" BUILT-UP EARTH SAUCER
SET ROOT BALL FLUSH TO GRADE
OR SEVERAL INCHES HIGHER IN
POORLY DRAINING SOILS.
ONLY TREES WITH ONE MAIN LEADER
SHALL BE PURCHASED. DO NOT PRUNE
TREE AT PLANTING UNLESS DIRECTED
TO BY PROJECT LANDSCAPE ARCHITECT
2" DIA. HARDWOOD STAKES 2/3 TREE HT.
2 PER TREE
12 GAUGE GALVANIZED WIRE GUYS TWISTED
REINFORCED RUBBER HOSE
(1/2" DIA.)
NOTE: TREE STAKING TO BE REMOVED
AFTER 2 GROWING SEASONS
B&B CONTAINER
FINISHED GRADE
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT
NOT TO SCALE
8-12"
24" MINIMUM
DECIDUOUS AND EVERGREEN
SHRUB PLANTING DETAIL
3" THICK LAYER OF DARK
BROWN DOUBLE
SHREDDED HARDWOOD
MULCH
PLANT SHALL BE
TRANSPLANTED AT THE SAME
GRADE AS IT BORE IN THE
NURSERY PLOT PRIOR TO
BALLING AND BURLAPPING.
FOR CONTAINER-GROWN
SHRUBS, USE FINGER OR
SMALL HAND TOOLS TO PULL
THE ROOTS OUT OF THE OUTER
LAYER OF POTTING SOIL; THEN
CUT OR PULL APART ANY
ROOTS THAT CIRCLE THE
PERIMETER OF THE CONTAINER
PLANTING MIX:
1 PART PEAT MOSS
1 PART COW MANURE
3 PARTS TOPSOIL PLANTING
MIXTURE WILL CHANGE WITH
SOIL CONDITIONS
BEFORE PLANTING, ADD 3 TO 4"
OF WELL-COMPOSTED LEAVES
AND RECYCLED YARD WASTE
TO BED AND TILL INTO TOP 6"
OF PREPARED SOIL
PLACE SHRUB ON
FIRM SOIL IN
BOTTOM OF HOLE.
UNDISTURBED
SUBGRADE
SOIL SURFACE ROUGHENED
TO BIND WITH NEW SOIL.
REMOVE THE TOP 1/3 OF THE
WIRE BASKET IF PRESENT. ANY
AND ALL TWINE SHALL BE
REMOVED FROM THE SHRUB
BEFORE BACKFILLING. BURLAP
SHALL BE FOLDED BACK INTO
PLANTING HOLE
NOT TO SCALE
EXISTING SUBSOILMINIMUM 6" TOPSOIL
FINISHED GRADE
PERENNIAL/GROUND COVER PLANTING DETAIL
3" THICK LAYER OF
DARK BROWN DOUBLE
SHREDDED HARDWOOD
MULCH
D
DD
TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT
PLANT MATERIAL SPACED AS
SPECIFIED. SEE LANDSCAPE
SCHEDULE FOR PROPOSED SPACING.
INCORPORATE 2" OF PEAT INTO 6" OF
PLANTING MIXTURE, AS SPECIFIED
D= PROPOSED ON CENTER
(O.C.) SPACING
SEE LANDSCAPE SCHEDULE
FOR FOR REQUIRED SPACING
TYPICAL PERENNIAL AND GROUND COVER PLANTING
CONSTRUCTION
APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\FLB190107-SDP-0.DWG PRINTED BY: RMCDOWELL 4.14.20 @ 11:51 AM LAST SAVED BY: RMCDOWELL
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGFLB190107
TGH
APL
08/27/19
AS NOTED

CAMBRIDGE
VILLAGE
MULTIFAMILY
NORTH PILOT KNOB
ROAD, LLC
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY

SEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA047366
STEVE
R. F A R M A R TINO4/13/20
1 2/12/20 2ND SUB
BUILDING PERMIT SF
2 3/4/20 TRC SUBMITTAL SF
3 3/18/20 DUKE LANDSCAPING
UPDATES SF
4 4/13/20 NCDEQ COMMENTS SF
SDP
C-906
E&SC DETAILS
STANDARD SILT FENCE OUTLET
PERMANENT OR
TEMPORARY STABILIZATION
FLOW LINE LINED TO PREVENT
EROSION
MAX. 3
1
3
COMPACTED
SOIL
B
L
A
L=THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION
1.5' MIN.
FILTER CLOTH
CLASS B EROSION
CONTROL STONE
#57 WASHED STONE
4' TO 6'
9" MIN.
PROFILE VIEW CROSS SECTION
PLAN VIEW
NOTES:
1. CHECK DAM MAY BE USED IN SLOPING DITCHES OR
CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
2. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS
PLACES THE TOE OF THE UPSTREAM DAM AT THE SAME
ELEVATIONS AS THE DOWNSTREAM DAM.
MAINTENANCE NOTES:
1.INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH MAJOR
RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR
OTHER DEBRIS THAT COULD CLOG CHANNEL WHEN NEEDED.
2.ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE CHECK DAM AND EROSION FROM
HIGH FLOWS AROUND EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY.
3.REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE
TO CHANNEL VEGETATION, ALLOW CHANNEL TO DRAIN THROUGH CHECK DAM, AND
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES AS
NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
SOURCE BOX
SOURCE BOX
FLOW LINE LINED TO PREVENT EROSION
(SEE TABLE IN THIS DETAIL)
12" MIN. FREEBOARD
DESIGN FLOW DEPTH
OVERLAND FLOW
SOURCE BOX
GEOTEXTILE
PLAN VIEW
SECTION Y-Y
SECTION Z-Z
<0% SLOPE>
d
<0% SLOPE>
L
D
L
W
Y Y
D
*SEE GRADING PLAN FOR OUTLET INFORMATION*
OUTLET
NO.
PIPE
DIA
Pd
(IN)
SIZE
(d50)
THICK.
d
(IN)
LENGTH
L
(FT)
INITIAL
WIDTH
Wi
(FT)
TERMINAL
WIDTH
W
(FT)
RIP RAP APRON
A10 0.4 7.2 12 6 1424
Wi
RIPRAP APRON
FLARED END SECTION
GEOTEXTILE
B10 0.4 7.2 12 6 1424
1.UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING
THE INLET.
2.DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE
PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3.SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH.
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4.PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1
SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND
SMOOTH TO AN EVEN GRADE.
5.ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN
STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND
ESTABLISH FINAL GRADING ELEVATIONS.
6.COMPACT THE AREA PROPERLY AND STABILIZED IT WITH
GROUNDCOVER.
LODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSTM
A-20
STM
A-50
STM
A-10
790
789
791
792
793
788
787
784 783
785786
783784
786
788
790795 793794796797798
784787 7
8
4
7
8
9
7
9
2
788789
790
791
7987967957947937
9
4 790795788789791792793794STM
A-60
STM
A-70
PROP BAFFLE WALL
10'PERMANENT POOL SURFACE
AREA = 5,852 SQ. FT.
G 787.00
BTM OF POND: 782.0
BTM OF SEDIMENT STORAGE: 781.0
(BTM SEDIMENT STORAGE NOT
REFLECTED IN PROP CONTOURS)
6:1 SAFETY SHELF
BOTTOM OF SHELF: 787.00
MID POINT SHELF: 787.50
TOP OF SHELF: 788.00
BTM OF FOREBAY: 784.00
BTM OF SEDIMENT STORAGE: 783.00
G 788.00
BTM OF FOREBAY: 784.00
BTM OF SEDIMENT STORAGE: 783.00
7
9
2798796797795793792797789
788
787 783785784785784
7
8
8
784G 791.52
G 792.54
G 782.00
G 796.00
G 796.14
G 796.20
G 796.00
G 796.28
G 796.00
G 798.00
G 798.16
G 798.35
G 798.83
G 798.57
G 798.57
G 798.57
G 798.57
G 798.87
G 798.87
G 797.85 G 797.90 G 796.15
G 791.84
G 792.50G 793.00
G 792.02
G 792.97
G 793.00
G 793.00
G 792.67
G 792.87
G 793.79
G 793.89G 796.00
G 797.45
G 797.61
G 797.72
G 798.00
G 798.00
G 797.67
G 797.54
G 795.00
G 795.26
G 795.60
G 795.86
790
793795
G 799.50
WET POND 1 CROSS SECTION
NTS (10:1 VERTICAL EXAGGERATION)
INFLOW
TEMPORARY POOL (WQV) = 788.50'
PERMANENT POOL = 787.50'
AFTER STABILIZATION BUT PRIOR TO PAVING, POND
TO BE DREDGED AND CONVERTED FROM SKIMMER
SEDIMENT BASIN TO PERMANENT WET POND.
25-YR STORM ELEV = 790.19'
10-YR STORM ELEV = 789.76'
2-YR STORM ELEV = 789.07'
100-YR STORM ELEV = 790.53'>1' FREE BOARD IN100-YR STORM EVENT3:1 SLOPES ABOVE PERMANENT POOL
BOTTOM SHELF = 787.00
6' WIDE, 6:1 VEGETATED SHELF
SHELF MIDPOINT ELEVATION: 787.50
TOP OF POND = 792.0'
BOTTOM SEDIMENT STORAGE = 781.0'
BOTTOM POND = 782.0'
TOP OF RISER STRUCTURE = 790.5
20' EMERGENCY SPILLWAY ELEV = 791.0'
LINED WITH 18" THICK CLASS A RIP-RAP
O-RING OUTFLOW
CULVERT TO RIP-RAP
DISCHARGE POINT
PUMP TO DRAIN IF
NECESSARY FOR POND
MAINTENANCE
3:1 SLOPES ABOVE VEGETATED SHELF
2:1 SLOPES UNDER
PERMANENT POOLPIPE INVERT = 786.82' (A10)
SEDIMENT DEPTH
MARKER
2:1 SLOPES UNDER PERMANENT POOL
FOREBAY (TYP
OF BOTH)
COMPACT FILL UNDER OUTLET PIPE
PER GEOTECHNICAL REPORT
TOP OF FOREBAY BERM = 787.50'
ANTI-SEEP COLLARS (REFER TO
DETAIL ON SAME PAGE)
TOP SHELF = 788.00
BOTTOM SEDIMENT STORAGE FOREBAY EXIT = 783.5'
BOTTOM FOREBAY = 784.0'
BOTTOM SEDIMENT STORAGE ENTRANCE= 782.5'
WET POND #1 OUTLET CONTROL STRUCTURE DETAIL
NTS
NOTES:
SEE NCDOT SPECIFICATION SECTION 840 FOR OUTLET
STRUCTURE BOX, GRATE, REINFORCING, ETC.
ALL CONCRETE TO BE MIN. 4,000 PSI COMPRESSIVE
STRENGTH.
CONVERT HOLE USED WITH SKIMMER DURING EROSION
CONTROL TO PERMANENT WATER QUALITY ORIFICE
WITH WET POND WHERE POSSIBLE. IF NOT POSSIBLE,
SEAL AND GROUT FILL HOLE USED FOR SKIMMER.
TOP OF POND = 792.0'
TOP OF RISER = 790.5'
PERMANENT POOL = 787.50'
4'X4' (INT. DIMS) OUTLET
CONTROL STRUCTURE
6" PVC DRAWDOWN ASSEMBLY
WITH 1.5" WATER QUALITY ORIFICE
ELEV. = 787.50'
FABRICATED ALUMINUM BAR GRATE
TRASH RACK WITH 5"X5" OPENINGS
24" O-RING OUTLET CULVERT
ELEV = 787.50'
PERMANENT WATER QUALITY
ORIFICE
FABRICATED ALUMINUM BAR
GRATE TRASH RACK WITH
5"X5" OPENINGS
O-RING OUTLET CULVERT
WITH ANTI-SEEP COLLARS.
COMPACT FILL UNDER PIPE
PER GEOTECH REPORT.6" PVC DRAWDOWN ASSEMBLY
WITH 1.5" ORIFICE DRILLED IN
CAP AT BOTTOM
SECONDARY CONTROL ORIFICE
24"x8" SECONDARY ORIFICE
ELEV = 788.50'
DRAINAGE STRUCTURE STEPS (NCDOT
STD 840.66) INSIDE AND OUTSIDE OF
STRUCTURE SPACED 1' VERTICALLY (TYP)
SECONDARY ORIFICE
TRASH RACK
5'X5'X1.5 CONCRETE BALLAST PAD
(INCLUDING PRECAST BOX WALLS
AND BOTTOM SLAB, FILL BOTTOM
OF STRUCTURE WITH CONCRETE
AND PROVIDE SMOOTH FINISH AT
INVERT OF STRUCTURE)
CONSTRUCTION
APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\NCC172159 - SW0.DWG PRINTED BY: RMCDOWELL 4.14.20 @ 11:52 AM LAST SAVED BY: RMCDOWELL
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGFLB190107
TGH
APL
08/27/19
AS NOTED

CAMBRIDGE
VILLAGE
MULTIFAMILY
NORTH PILOT KNOB
ROAD, LLC
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY

SEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA047366
STEVE
R. F A R M A R TINO4/13/20
1 2/12/20 2ND SUB
BUILDING PERMIT SF
2 3/4/20 TRC SUBMITTAL SF
3 3/18/20 DUKE LANDSCAPING
UPDATES SF
4 4/13/20 NCDEQ COMMENTS SF
1"=20'
0 2051020
NOT TO SCALE
SEDIMENT DEPTH MARKER
MIN. 6" PVC PIPE
18" MIN.PLUG TOP AT TOP OF RISER STRUCTURE
MIN. 1" THICK RED STRIPE AT 3' DEPTH MARKER
MIN. 1/2" THICK STRIPES AT 1' INTERVALS
BOTTOM OF FOREBAY
NOT TO SCALE
DRAWDOWN ASSEMBLY
12"
6"
SCREW TYPE PLUG
NOTES:
1.DRAW DOWN ASSEMBLY SHALL NOT BE INSTALLED UNTIL WET DETENTION BASIN IS
STABILIZED.
PERMANENT POOL
PVC CAP WITH 1.5" ORIFICE HOLE
DRILLED INTO BOTTOM CAP
6" PVC PIPE AND TEE
NOT TO SCALE
SECONDARY ORIFICE TRASH RACK
BOLT TRASH RACK TO OUTLET
CONTROL STRUCTURE WITH
HINGE SO CAGE CAN BE LIFTED
FOR MAINTENANCE
FRONT VIEW
MAX. 3"X3" OPENINGS
24"x8" SECONDARY
ORIFICE
GENERAL NOTES:
1.BOTTOM OF POND AND BOTTOM OF FOREBAY
GRADES SHOWN IN PLAN VIEW DO NOT REFLECT
SEDIMENT STORAGE ELEVATIONS CONTOURS.
ANTI-SEEP COLLAR
NTS
18"
SECTION A-A
PLAN VIEW
12"
6"O-RING
RCP
(DIAMETER
VARIES)
A
TRENCH WIDTH
12"
6"O-RING RCPANTI-SEEP
COLLAR
A TRENCHDEPTHTRENCH
WIDTH
ANTI-SEEP COLLAR.
CLASS B CONCRETE OR
COMPACTED CLAY WITH
INFILTRATION RATE OF 0.01
INCHES PER HOUR OR LESS.
GRADE
O-RING RCPSW-0
C-911
WET POND
DETAILS
WET POND 1
SPILLWAY DETAIL
NTS
CIPOLETTI
EMERGENCY
SPILLWAY
ELEV. 791.0'
18" THICK
CLASS 1
RIP-RAP
3:1 SIDE
SLOPES
TOP OF POND
ELEV. 792.00'
20'
±1000 SF PATIO
610114LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
7
7
0
7
7
1
7
7
2
7
7
3
7
7
5
7
7
4
7
7
6
7
7
7
7
7
8
7
7
9
7
8
0
7
8
1
7
8
2
7
8
3
770771772
773775
774
776
777
778779
780781
782783784783784 783782781780779778777776773773
776
777
778 779
780
781
782
785783784786
786
786
787787788789
790 791
792
78
2
78
3
7
8
3
793
790 789
C-12
PROP 48" MH
INV IN 769.94 (30")
INV OUT 769.94 (30")
RIM 788.44 SSSSSSSSSSSSSSPROP. YARD INLET
8" HDPE REVISED EASEMENT LIMITS
236.16' - 30" HDPE @ 0.50%
66.46' - 2
4
"

H
D
P
E

@

0
.
5
0
%
92.55' - 24" HDPE @ 0.50%145.77' - 18" HDPE @ 0.60%3
4
.
8
8
'

-

3
0
"

H
D
P
E
@

0
.
5
0
%
104.11' - 30" HDPE @ 0.50%
STM
B-31
STM
B-30
STM
B-20
STM
B-10
STM
B-OCS
3
0
"

H
D
P
E
24" RCP
30" HDPE
30" HDPE78178
1
780
781
784785
78
2
7
8
2
7
8
3
7
8
3TLP LPLPBTM OF POND: 770.0
BTM OF SEDIMENT STORAGE: 769.0
6:1 SAFETY SHELF
MIDDLE OF SHELF: 776.5
SURFACE AREA IN PERMANENT POOL =6,548 SQ. FT.
BTM OF POND: 773.0
BTM OF SEDIMENT STORAGE: 772.0
G 776.50
G 776.50
EXISTING STORMWATER
EASEMENT
EXISTING STORMWATER
EASEMENT
G 780.55
G 780.06
G 779.39
G 780.10
G 781.95
G 781.44
G 780.55
AS-BUILT LIGHT POLE
LOCATION (TYP.)
6:1 SAFETY SHELF
MIDDLE OF SHELF: 776.5
EXISTI
N
G
SHOP
S
COMPACTOR
BUILDING 5
TYPE 334
FFE = 794.33
FFE = 783.67
10,300 SF
(28 UNITS)
PROP GARAGE WITH 5
PARKING SPACES AND
8 STORAGE SPACES
PROP RIP-RAP
PROP RETAINING WALL
(BY OTHERS)
PROP RETAINING WALL
(BY OTHERS)
PROP RETAINING WALL
T
G 782.81
G 782.72
G 782.50
G 782.33
G 782.27
G 782.21
G 782.16
G 782.23
G 782.18
G 782.14
G 782.10
G 783.35
G 782.89
G 783.00
G 783.00
G 782.93
G 782.28
G 782.19
G 782.13
G 782.43
G 782.44
G 782.43
G 784.00
G 783.10
G 783.00
G 783.20
G 782.35
G 782.55
G 782.33
G 782.44
G 782.40
G 782.29
G 782.26
G 782.35
BW 782.51
BW 783.20
TW 783.96
TW 793.66
TW 793.00
BW 783.10
TW=BW 793.37
BW 783.10
BW 785.37
G 784.24
G 782.20
G 782.18
G 782.10
G 782.14
G 782.64
G 784.24
G 782.86
TW=BW 783.00
BW 783.00
TW=BW 783.08
TW 786.80
G 785.00
G 782.86
G 786.43
G 785.68
C-14
PROP 48" MH
INV IN 771.27 (30")
INV OUT 771.27 (30")
RIM 789.72
C-11
PROP YARD INLET
INV IN 769.77 (30")
INV OUT 769.77 (30")
RIM 782.67
C-13
PROP YARD INLET
INV IN 770.75 (30")
INV OUT 770.75 (30")
RIM 785.40
PROP. RETAINING WALL (BY OTHERS)
WET POND 2 CROSS SECTION
NTS (10:1 VERTICAL EXAGGERATION)
INFLOW
TEMPORARY POOL (WQV) = 778.30'
PERMANENT POOL = 777.0'
AFTER STABILIZATION BUT PRIOR TO PAVING, POND
TO BE DREDGED AND CONVERTED FROM SKIMMER
SEDIMENT BASIN TO PERMANENT WET POND.
25-YR STORM ELEV = 780.84'
10-YR STORM ELEV = 780.45'
2-YR STORM ELEV = 779.22'
100-YR STORM ELEV = 781.09'>1' FREE BOARD IN100-YR STORM EVENT3:1 SLOPES ABOVE PERMANENT POOL
6' WIDE, 6:1 VEGETATED SHELF
6' WIDE, 6:1 VEGETATED SHELF
TOP OF SHELF: 777.0
BOTTOM OF SHELF: 776.0
TOP OF POND = 783.0'
BOTTOM SEDIMENT STORAGE = 769.0'
BOTTOM POND = 770.0'
TOP OF RISER STRUCTURE = 780.50'
EMERGENCY SPILLWAY ELEV = 780.75'
LINED WITH 18" THICK CLASS A RIP-RAP
O-RING OUTFLOW
CULVERT TO RIP-RAP
DISCHARGE POINT
PUMP TO DRAIN IF
NECESSARY FOR POND
MAINTENANCE
3:1 SLOPES ABOVE VEGETATED SHELF
2:1 SLOPES UNDER
PERMANENT POOLPIPE INVERT = 774.55' (B10)
SEDIMENT DEPTH
MARKER
2:1 SLOPES UNDER
PERMANENT POOL
FOREBAY (TYP
OF BOTH)
COMPACT FILL UNDER OUTLET PIPE
PER GEOTECHNICAL REPORT
TOP OF FOREBAY BERM = 777.0'
BOTTOM SEDIMENT STORAGE FOREBAY EXIT = 772.5'
BOTTOM FOREBAY = 773.0'
ANTI-SEEP COLLARS (REFER TO
DETAIL ON SAME PAGE)
BOTTOM SEDIMENT STORAGE ENTRANCE= 771.5'
WET POND 2 OUTLET CONTROL STRUCTURE DETAIL
NTS
NOTES:
SEE NCDOT SPECIFICATION SECTION 840 FOR OUTLET
STRUCTURE BOX, GRATE, REINFORCING, ETC.
ALL CONCRETE TO BE MIN. 4,000 PSI COMPRESSIVE
STRENGTH.
CONVERT HOLE USED WITH SKIMMER DURING EROSION
CONTROL TO PERMANENT WATER QUALITY ORIFICE
WITH WET POND WHERE POSSIBLE. IF NOT POSSIBLE,
SEAL AND GROUT FILL HOLE USED FOR SKIMMER.
TOP OF POND = 783.0'
TOP OF RISER = 780.50'
PERMANENT POOL = 777.0'
4'X4' (INT. DIMS) OUTLET
CONTROL STRUCTURE
6" PVC DRAWDOWN ASSEMBLY
WITH 2.0" WATER QUALITY ORIFICE
ELEV. = 777.00'
FABRICATED ALUMINUM BAR GRATE
TRASH RACK WITH 5"X5" OPENINGS
24" O-RING OUTLET CULVERT
ELEV = 776.5'
PERMANENT WATER QUALITY
ORIFICE
FABRICATED ALUMINUM BAR
GRATE TRASH RACK WITH
5"X5" OPENINGS
O-RING OUTLET CULVERT
WITH ANTI-SEEP COLLARS.
COMPACT FILL UNDER PIPE
PER GEOTECH REPORT.6" PVC DRAWDOWN ASSEMBLY
WITH 2.0" ORIFICE DRILLED IN
CAP AT BOTTOM
SECONDARY CONTROL ORIFICE24"x8" SECONDARY ORIFICE
ELEV = 778.30'
DRAINAGE STRUCTURE STEPS (NCDOT
STD 840.66) INSIDE AND OUTSIDE OF
STRUCTURE SPACED 1' VERTICALLY (TYP)
SECONDARY ORIFICE
TRASH RACK
5'X5'X2' CONCRETE BALLAST PAD
(INCLUDING PRECAST BOX WALLS
AND BOTTOM SLAB, FILL BOTTOM
OF STRUCTURE WITH CONCRETE
AND PROVIDE SMOOTH FINISH AT
INVERT OF STRUCTURE)
CONSTRUCTION
APPROVED FOR
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
\\BOHLERENG.NET\SHARES\FL-PROJECTS\2019\FLB190107\DRAWINGS\PLAN SETS\NCC172159 - SW0.DWG PRINTED BY: RMCDOWELL 4.14.20 @ 12:06 PM LAST SAVED BY: RMCDOWELL
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NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGFLB190107
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AS NOTED

CAMBRIDGE
VILLAGE
MULTIFAMILY
NORTH PILOT KNOB
ROAD, LLC
CAMBRIDGE VILLAGE
307 PILOT KNOB RD
DENVER, NC 28037
LINCOLN COUNTY

SEAL
E
NGI N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA047366
STEVE
R. F A R M A R TINO4/13/20
1 2/12/20 2ND SUB
BUILDING PERMIT SF
2 3/4/20 TRC SUBMITTAL SF
3 3/18/20 DUKE LANDSCAPING
UPDATES SF
4 4/13/20 NCDEQ COMMENTS SF
AS NOTED
- SW0
C-912
WET POND
DETAILS
1"=30'
0 307.51530
NOT TO SCALE
SEDIMENT DEPTH MARKER
MIN. 6" PVC PIPE
18" MIN.PLUG TOP AT TOP OF RISER STRUCTURE
MIN. 1" THICK RED STRIPE AT 3' DEPTH MARKER
MIN. 1/2" THICK STRIPES AT 1' INTERVALS
BOTTOM OF FOREBAY
NOT TO SCALE
DRAWDOWN ASSEMBLY
12"
6"
SCREW TYPE PLUG
NOTES:
1.DRAW DOWN ASSEMBLY SHALL NOT BE INSTALLED UNTIL WET DETENTION BASIN IS
STABILIZED.
PERMANENT POOL
PVC CAP WITH 2.0" ORIFICE
DRILLED INTO BOTTOM CAP
6" PVC PIPE AND TEE
NOT TO SCALE
SECONDARY ORIFICE TRASH RACK
BOLT TRASH RACK TO OUTLET
CONTROL STRUCTURE WITH
HINGE SO CAGE CAN BE LIFTED
FOR MAINTENANCE
FRONT VIEW
MAX. 3"X3" OPENINGS
GENERAL NOTES:
1.BOTTOM OF POND AND BOTTOM OF FOREBAY
GRADES SHOWN IN PLAN VIEW DO NOT REFLECT
SEDIMENT STORAGE ELEVATIONS CONTOURS.
ANTI-SEEP COLLAR
NTS
18"
SECTION A-A
PLAN VIEW
12"
6"O-RING
RCP
(DIAMETER
VARIES)
A
TRENCH WIDTH
12"
6"O-RING RCPANTI-SEEP
COLLAR
A TRENCHDEPTHTRENCH
WIDTH
ANTI-SEEP COLLAR.
CLASS B CONCRETE OR
COMPACTED CLAY WITH
INFILTRATION RATE OF 0.01
INCHES PER HOUR OR LESS.
GRADE
O-RING RCP24"x8"
SECONDARY
ORIFICE
WET POND 2
SPILLWAY DETAIL
NTS
CIPOLETTI
EMERGENCY
SPILLWAY
ELEV. 780.75'
18" THICK
CLASS 1
RIP-RAP
3:1 SIDE
SLOPES
TOP OF POND
ELEV. 783.00'
12'