SW3240305_Plansheet - Cover Sheet_20240604

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LACKWELDER RETAIL 1OOkV SU STATION ROJECT
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A 5605 BLACKWELDER RD CONCORD NC 28027 > w
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CABARRUS COUNTY, NORTH CAROLINA
FEBRUARY 2024 > LL
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GENERAL NOTES: aW
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PROJECT: BLACKWELDER RETAIL 1OOkV SUBSTATION PROJECT � f`. 1 . THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND MEASUREMENTS AND ADVISE ENGINEER OR OWNER OF ANY wo
Frank Uokc - = DISCREPANCIES, BEFORE PROCEEDING WITH CONSTRUCTION WORK. w _
DEVELOPER: DUKE ENERGY — CAROLINAS WEST _ Park
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526 SOUTH CHURCH STREET s! :_-_ " 2. FINISH GRADE ELEVATIONS MAY BE ADJUSTED IN THE FIELD BY THE CONSTRUCTION MANAGER IN COORDINATION WITH THE � U)
B CHARLOTTE, NORTH CAROLINA 28202 '4ahkv '` WWFawePark ENGINEER AS REQUIRED TO MEET FIELD CONDITIONS. O p zui
Roberta MITI ,
CONTACT: NUMBER:
401 C23— '`' 3. PRIOR TO COMMENCING ANY DEMOLITION WORK, COORDINATE WITH THE CONSTRUCTION MANAGER AND ALL APPROPRIATE Lu 2 <a
CONTACT NUMBER: 401 —323-7990 � Q
UTILITY COMPANIES FOR INFORMATION ON ALL UTILITIES TO BE REMOVED, ABANDONED, OR REMAIN IN PLACE. `� z w
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ENGINEER: JACOBS ENGINEERING GROUP INC.
111 CORNING ROAD, SUITE 200
4. CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO ENSURE THAT ALL UTILITIES, BOTH EXISTING AND INSTALLED, ARE o w w O
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CARY, NORTH CAROLINA 27518 �� ADEQUATELY PROTECTED THROUGHOUT THE DURATION OF CONSTRUCTION AS NEEDED TO PREVENT ACCIDENTAL DISRUPTIONS 0 z
`oU�a OF SERVICE. N Q w Q
919.859.5000 a >. X` o C)
CONTACT: JAMIE GOLLINGS <O
CONTACT NUMBER: 919.600.1163 k 5. THE CONTRACTOR SHALL VERIFY ALL EQUIPMENT CONCRETE PADS AND FOUNDATIONS WITH APPROVED VENDOR SHOP Z O"
DRAWINGS. AS DEEMED NECESSARY THE DIMENSIONS SHALL BE ADJUSTED BASED ON FINAL SHOP DRAWINGS. SUCH Q O O Q
$�aekwprR ADJUSTMENTS SHALL BE COORDINATED AND APPROVED BY THE ENGINEER OF RECORD. Z U) 0 a
PROPERTY OWNER: HARDISTER NELSON R z_z_
HARDISTER MBE B WF 6. THE DEVELOPER AND/OR CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO z o
CONTACT NUMBER:
s �' r- O w SITE N `i� CONSTRUCTION. z o
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7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE TO ALL LOCAL, STATE, AND FEDERAL REGULATIONS. WORK SHALL ALSO `) _
SITE DATA age BE PERFORMED IN ACCORDANCE WITH SITE SPECIFIC OWNER REQUIREMENTS AND OSHA REQUIREMENTS FOR EXECUTING CIA Z zz z
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PROJECT PIN: 551 8-62-831 6 o 00 w U)
6�8. ALL DISTANCES, ELEVATIONS, AND DIMENSIONS ARE EXPRESSED IN FEET, UNLESS NOTED OTHERWISE. N OD
PARCEL ADDRESS: 5605 BLACKWELDER RD Pharrs Will 4 z U)Lu Q w w
CONCORD, NORTH CAROLINA 28027 9. ALL MEASUREMENTS ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET. `n b'� Z o
DEED BOOK/PAGE: DB 4688 PG 0168 ,n
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PLAT BOOK/PAGE: BM N/A PG N/A Q;w < LU O Q
10. CONTRACTOR SHALL SUBMIT ALL MATERIALS, INSPECTIONS REPORTS, TESTING REPORTS, ETC. TO THE ENGINEER FOR 0 C) 0Y 0Y O
PARCEL SIZE............................9.64 AC P"a'"''"I REVIEW. oo_ Z Q F_z
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TOTAL DISTURBED AREA 9.13 AC (8.98 AC PARCEL SIZE AND 0.15 AC IN NCDOT R/W) 1 1 . RESTORE ANY EXISTING SITE IMPROVEMENTS INCIDENTALLY DAMAGED DURING CONSTRUCTION. o °'E_ U D z
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TOTAL EXISTING IMPERVIOUS AREA: 0 AC rp 12. THE DESIGN PROFESSIONAL WHOSE SEAL APPEARS ON THESE DRAWINGS IS THE CIVIL ENGINEER OF RECORD. NO OTHER w V)LL�� _ o
TOTAL PROPOSED IMPERVIOUS AREA 1 .76 AC (76,525 SF) PARTY MAY REVISE, ALTER, OR DELETE THESE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN PERMISSION OF JACOBS OR � ww (� =Q
TOTAL IMPERVIOUS AREA 1 .76 AC (18% BUA) THE ENGINEER OF RECORD. FOR THE PURPOSES OF THESE CONSTRUCTION DOCUMENTS THE ENGINEER OF RECORD AND �00 uj~ U LU ~
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JACOBS SHALL BE CONSIDERED THE SAME ENTITY. a N O w Q ow w
ZONING: LI
13. JACOBS IS NOT RESPONSIBLE FOR CONSTRUCTION SEQUENCES, METHODS, OR TECHNIQUES IN CONNECTION WITH it z 0')z z `y Y � Q Z
C SITE DATUM: NAD 83 / NAVD-88 SITE LOCATION PLAN - VICINITY MAP CONSTRUCTION. THE ENGINEER OF RECORD WILL NOT BE HELD RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO J�J J p = 2E
FEMA PANEL 3710551800K (DATED 1 1/1 6/2018) CONFORM TO THE CONSTRUCTION DOCUMENTS, SHOULD ANY NON—CONFORMITIES OCCUR. z 0 rn 0 0 pLoU o
ZONE 'X' NOT TO SCALE �C C)C) 0
14. THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY. PROPERTIES SHOWN HEREON ARE SUBJECT TO EASEMENTS AND O w
RESTRICTIONS OF RECORD THAT WOULD BE REVEALED BY A THOROUGH TITLE SEARCH. THIS PLAT SHOULD NOT BE RELIED U o
LATITUDE 35°20'20.2"N —1 o�� ui
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LONGITUDE 80`37'17.1"W UPON AS A COMPLETE RECORD OF ALL EASEMENTS THAT MAY AFFECT THESE PROPERTIES. —O O o
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RIVER BASIN YADKIN—PEE DEE
CIVIL DRAWING LIST w
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C-01 COVER a
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C-02 EXISTING CONDITIONS & DEMOLITION PLAN O
C-03 SITE & LANDSCAPING PLAN < w
C-04 INITIAL EROSION CONTROL PLAN m LLJ
C-05 FINAL EROSION CONTROL PLAN U'
C-06 EROSION CONTROL DETAILS o
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C-07 EROSION CONTROL DETAILS r LLJ
C-08 EROSION CONTROL DETAILS
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C-09 EROSION CONTROL DETAILS O
C-10 EROSION CONTROL DETAILS Lu U
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C-11 EROSION CONTROL NOTES w
LUM-1 LAND USE MAP Y
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AS NOTED
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
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DATE FEBRUARY2024
PROJ D3717400
DWG C-01
SHEET 1 of 11
FILENAME: Cover Sheet.dwg PLOT DATE: 2/27/2024 PLOT TIME: 11:16:14 AM