NCC223195_Site Plan or Location Map_20220912

BOJANGLES -LANE STREE'�'
LAKE 85 \
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FISHER
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601
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VICINITY MAP I
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NTS
WATERSHED DEVELOPMENT INFORMATION: /
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THIS PROJECT LIES IN THE CRITICAL AREA OF THE LAKE FISHER WS-IV
WATER SUPPLY WATERSHED.
PROPOSED PROJECT DENSITY = 58.2%
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ON -SITE IMPERVIOUS AREA = 32,670 S.F. (0.75 A.C.)
IPROPOSED
PROPOSED OFF -SITE IMPERVIOUS AREA = 3,458 S.F. (0.08 A.C.)
RIVER/STREAM OVERLAY DISTRICT NOTE:
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THERE ARE NOT PERENIAL OR INTERMITTENT STREAMS OR WETLANDS ON
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OR WITHIN THE PROPERTY BOUNDARY I
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LAKE FISHER 1
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BOARD
OF THE
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GENERAL NOTES:
1.
THIS MAP IS NOT A CERTIFIED SURVEY. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY THE JOHN R.
McADAMS COMPANY, INC. FOR 561 LOWCOUNTRY, LLC DATED 10-7-2021. THE PHYSICAL AND TOPOGRAPHIC DATA
PROVIDED IN THESE DRAWINGS HAS BEEN COMPILED FROM THE DESIGN DRAWINGS OF THE ISAACS GROUP,
ENGINEERING AND LAND SURVEYING PLLC, THE ENGINEER OF RECORD (ENGINEER) IN SUPPORT OF THIS PROJECT
AND CANNOT BE RELIED UPON BY OTHERS. "THE ISAACS GROUP" AND "THE ENGINEER OF RECORD" SHALL DEFINE,
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THE TERM OF "ENGINEER" USED IN THE SUBSEQUENT NOTES.
2.
THE EXISTING UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES
NOT SHOWN ON THIS PLAN AND THE UTILITIES SHOWN ON THIS PLAN MAY NOT BE IN THE EXACT LOCATIONS AS
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SHOWN. THE ISAACS GROUP, P.C. ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN OR ANY OMISSIONS
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IN SHOWING EXISTING UTILITIES THAT MAY BE WITHIN THE PROJECT AREA. THE CONTRACTOR IS 100% RESPONSIBLE
FOR UTILIZING A PRIVATE LOCATOR AND APPROPRIATE UTILITY COMPANIES TO LOCATE THE SIZE, LOCATION,
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INVERTS, DEPTHS AND EXISTENCE OF ALL EXISTING UTILITIES (ELECTRICAL, MECHANICAL, WATER, TELEPHONE, FIBER
OPTIC, GAS, ETC.) TO HIS/HER SATISFACTION PRIOR TO COMMENCEMENT OF CONSTRUCTION AND EXCAVATION
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ACTIVITIES. CONFLICTS BETWEEN EXISTING UTILITIES AND PROPOSED EXCAVATION SHALL BE REPORTED TO THE
ENGINEER IMMEDIATELY.
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3.
PROVIDE MINIMUM OF 48 HOUR NOTICE TO OWNER OR REPRESENTATIVE PRIOR TO INTERRUPTION OF ANY EXISTING
UTILITY, IF BEING UTILIZED.
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4.
THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY UTILITIES DAMAGED DURING
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CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATION & PROTECTION OF EXISTING
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ABOVE AND BELOW GROUND UTILITIES AND STRUCTURES. ANY AND ALL MAINS OR INDIVIDUAL SERVICES
PRESENTLY IN SERVICE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO
ADDITIONAL EXPENSE TO THE OWNER OR THE ISAACS GROUP, P.C. ANY AND ALL MAINS OR INDIVIDUAL SERVICES
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PRESENTLY NOT IN SERVICE AND WHICH ARE TO BE REPLACED DURING THE COURSE OF CONSTRUCTION MAY BE
REMOVED AND LEGALLY DISPOSED OF IF DAMAGED DURING CONSTRUCTION.
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5.
THE CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING NEAR ALL UNDERGROUND AND OVERHEAD UTILITIES.
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6.
HANDICAP SIGNAGE TO BE INSTALLED IN ACCORDANCE WITH A.D.A STANDARDS AT H/C PARKING SPACES SHOWN.
7.
ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
8.
THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY PERMITS AND APPROVALS HAVE BEEN
OBTAINED PRIOR TO CONSTRUCTION. THESE PERMITS AND APPROVALS MAY INCLUDE BUT ARE NOT LIMITED TO
GRADING, DEMOLITION, ZONING, BUILDING, DRIVEWAY, DETENTION, SUBDIVISION, SPECIAL USE, SEWER AND WATER.
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9.
PROPOSED EXTERIOR ELEVATIONS ALONG BUILDING AND RETAINING WALLS ARE BASED UPON THE SITE GRADING
AND DRAINAGE CONSTRAINTS IDENTIFIED BY THE ENGINEER. THE OWNER / DEVELOPER / PROJECT MANAGER IS
RESPONSIBLE FOR ENSURING THE ARCHITECT AND STRUCTURAL ENGINEER ARE PROPERLY COORDINATING THE
BUILDING EXTERIOR WALL AND RETAINING WALL ELEVATIONS BASED UPON THESE CIVIL DRAWINGS. ANY
DISCREPANCIES BETWEEN THE INFORMATION SHOWN ON THESE DRAWINGS AND DRAWINGS PREPARED BY OTHER
DESIGN CONSULTANTS NOT SUBCONTRACTING DIRECTLY WITH THE ISAACS GROUP / ENGINEER SHOULD BE
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REPORTED IMMEDIATELY UPON DISCOVERY AS NEEDED TO RESOLVE.
10.
PROPOSED DUMPSTER ENCLOSURES SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY. ALL
FINAL STRUCTURAL AND ARCHITECTURAL DETAILS AND SPECIFICATIONS FOR DUMPSTER ENCLOSURES SHALL BE
PROVIDED BY OTHERS. THE OWNER / DEVELOPER / PROJECT MANAGER IS RESPONSIBLE FOR ENSURING THE
FINAL DUMPSTER ENCLOSURE DETAILS FOR CONSTRUCTION ARE COORDINATED BETWEEN ALL DISCIPLINES. ANY
DISCREPANCIES BETWEEN THE INFORMATION SHOWN ON THESE DRAWINGS AND DRAWINGS PREPARED BY OTHER
DESIGN CONSULTANTS NOT SUBCONTRACTING DIRECTLY WITH THE ISAACS GROUP / ENGINEER SHOULD BE
REPORTED IMMEDIATELY UPON DISCOVERY AS NEEDED TO RESOLVE.
11.
PROPOSED LOCATIONS AND SIZES OF UNDERGROUND UTILITIES SHOWN ON THESE DRAWINGS ARE BASED UPON
DESIGN CONSTRAINTS IDENTIFIED BY THE ENGINEER AND SHOULD BE VERIFIED BY THE CONTRACTOR TO ENSURE
CONSISTENCY WITH THE MECHANICAL, ELECTRICAL AND PLUMBING PLANS TO ENSURE PROPER COORDINATION AND
PLAN CONSISTENCY. ANY DISCREPANCIES BETWEEN THE INFORMATION SHOWN ON THESE DRAWINGS AND DRAWINGS
PREPARED BY OTHER DESIGN CONSULTANTS NOT SUBCONTRACTING DIRECTLY WITH THE ISAACS GROUP / ENGINEER
SHOULD BE REPORTED IMMEDIATELY UPON DISCOVERY AS NEEDED TO RESOLVE.
KANNAPOLIS, NC
NAD83(2011)
N: 640,667.762'
E: 1,532,963.378'
Z: 666.34' (NAVD88)
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l'qR/qB �s�
Type ��'ST
SHEET INDEX
C0.0 -
COVER SHEET
C1.0 -
SITE PLAN
C1.1 -
LANDSCAPE PLAN
C2.0 -
UTILITY
PLAN
C2.1 -
TRUCK TURNING MOVEMENTS
C3.0 -
GRADING
PLAN
C3.1 -
STORM DRAINAGE PROFILES
C3.2 -
STORM DRAINAGE PROFILES
C4.0 -
PHASE I
EROSION CONTROL PLAN
C4.1 -
PHASE II
EROSION CONTROL PLAN
C4.2 -
PHASE III
EROSION CONTROL PLAN
C5.0 -
DETAILS
AND SPECIFICATIONS
C5.1 -
DETAILS
AND SPECIFICATIONS
C5.2 -
DETAILS
AND SPECIFICATIONS
C5.3 -
DETAILS
AND SPECIFICATIONS
C5.4 -
DETAILS
AND SPECIFICATIONS
C5.5 -
DETAILS
AND SPECIFICATIONS
C5.6 -
DETAILS
AND SPECIFICATIONS
C5.7 -
DETAILS
AND SPECIFICATIONS
C5.8 -
DETAILS
AND SPECIFICATIONS
C5.9 -
DETAILS
AND SPECIFICATIONS
C5.10-
DETAILS
AND SPECIFICATIONS
DA1 0
STORM
DRAINAGE AREA MAP
y,v DA2.0 - PRE -DEVELOPED AREA MAP
S RIM.' 674.97 DA3.0 - POST -DEVELOPED AREA MAP
OUT: 668.0
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IN: 667, 7 A
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I01 EX 30' STANDARD \
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OF LIGHT AND WATER COMMISSIONERS i9vvv CORPORATION
CITY OF CONCORD, NORTH CAROLINA \ R \
\ PIN:56343050420000
PIN 56331668540000 frvv VA �
DB 173, PG 43 X SMH A PB 70, PG 54
PB 58, PG 52 Avv. s RIM.. 680,1 TRACT 2
ZONING: AG IN- 666.9 4�p�o�V� ZONING:C2
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PIN 5634209377 �A
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BOARD OF LIGHT AND WATER COMMISSIONERS \ \ \ / h / I / / 50' SANITARY SEWER EASEMENT
9642, PG 13
OF THE CITY OF CONCORD, NORTH CAROUNA \ DB 9642, PG 48
PIN 56331866540000
DB 173, PG 43 I
PB 58, PG 52 \ \ \ I R 686,57
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_�' THE ISAACS•�� �: Q� ti9•,9 ��
GROUP, P.C.
: ENGINEERING & ; _ _ SEAL
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Brian T. Upton, P.E.
/ I I 2022.08.31 Project:
/ 12:00:12 04 00
BOJANGLES
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2700 LANE STREET, KANNAPOLIS,NORTH CAROL
Title:
`... COVER SHEET
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N0. BY DATE REVISION
I / ...... File #: 21177 PB.DWG Date: 1/7/22 Project Egr: E
GRAPHIC SCALE
30 0 15 30 60
1 INCH = 30 FEET