SW3220304_Plansheet - Other_20220323

DEMOLITION NOTES
1. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF
DEMOLITION AS DESCRIBED BY THESE DOCUMENTS AND SPECIFICATIONS. CONTRACTOR IS
TO OBTAIN ALL PERMITS.
2. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, AND DEPTH OF ALL BURIED
UTILITIES (ELECTRICAL, MECHANICAL, WATER, SEWER, TELECOMMUNICATION, GAS, ETC.)
WITHIN THE CONSTRUCTION AREA PRIOR TO ANY EXCAVATION. UTILITIES ARE ILLUSTRATED
FOR INFORMATION PURPOSES ONLY. THE OMISSION OF, OR INCLUSION OF, UTILITY
LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE NON-EXISTENCE OR
DEFINITE LOCATION OF EXISTING UNDERGROUND UTILITIES. PRIOR TO CONSTRUCTION, THE
CONTRACTOR SHALL NOTIFY AND MEET WITH ALL UTILITY OWNERS WHOSE FACILITIES WILL
BE AFFECTED TO DETERMINE UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL
UTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS. ANY
DAMAGE TO EXISTING UNDERGROUND UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S
EXPENSE.
3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY REQUIRED UTILITY DEMOLITION OR
RELOCATION WITH THE APPLICABLE UTILITY OWNER. THE CONTRACTOR SHALL COORDINATE
THIS WORK WITH THE RESPECTIVE UTILITY OWNERS SO AS NOT TO ADVERSELY AFFECT THE
PROJECT SCHEDULE.
4. ALL MATERIAL GENERATED BY THE DEMOLITION WILL BE HAULED FROM THE SITE AND
DISPOSED OF PER LOCAL ORDINANCES.
5. ALL EXISTING ASPHALT PAVEMENT SHALL BE SAW -CUT AT THE LIMIT OF DEMOLITION
WHERE CONSTRUCTION PLANS SHOW TIE-INS. SAW -CUT JOINT SHALL BE ONE FOOT FROM
THE EXISTING EDGE OF PAVEMENT, MINIMUM.
6. ALL EXISTING CONCRETE PAVEMENT, SIDEWALK AND/OR CURB AND GUTTER SHALL BE
REMOVED TO THE NEAREST EXISTING CONTROL JOINT BEYOND THE LIMIT OF DEMOLITION
SHOWN ON THE PLAN. WHERE NO EXISTING CONTROL JOINTS ARE PRESENT WITHIN FIVE
FEET OF THE LIMIT OF DEMOLITION, CONCRETE PAVEMENTS SHALL BE SAW -CUT.
7. OLD UNION CHURCH ROAD SHALL REMAIN OPEN AND UNOBSTRUCTED TO TRAFFIC AT ALL
TIMES.
8. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING CONSTRUCTION PER WORK
AREA TRAFFIC CONTROL HANDBOOK STANDARDS. (W.A.T.C.H.)
9. CONTRACTOR SHALL COORDINATE ALL DEMOLITION OR INSTALLATION WORK ALONG OLD
UNION CHURCH ROAD WITH NCDOT.
10. DEMOLITION OF STORM DRAINAGE AND SANITARY SEWER SYSTEM(S) BY CONTRACTOR SHALL
ALLOW FOR CONTINUOUS USE OF THE SYSTEM(S).
11. CONTRACTOR SHALL REPAIR OR REPLACE ANY ADJACENT CONCRETE CURBING AND/OR
SIDEWALK DAMAGED AS PART OF DEMOLITION PROCESS.
12. FOR THE RENOVATION OR DEMOLITION OF BUILDINGS OR OTHER STRUCTURES, FEDERAL
AND/OR LOCAL REGULATIONS REQUIRE THAT A THOROUGH INSPECTION BE CONDUCTED FOR
ASBESTOS -CONTAINING MATERIALS, PRIOR TO CONDUCTING A RENOVATION OR DEMOLITION
ACTIVITY. THE ASBESTOS INSPECTION MUST BE CONDUCTED BY A NORTH CAROLINA
ACCREDITED ASBESTOS INSPECTOR. ALL REGULATED AND/OR FRIABLE
ASBESTOS -CONTAINING MATERIALS IDENTIFIED DURING THE SURVEY, WHICH WILL BE
DISTURBED, MUST BE PROPERLY REMOVED BY ACCREDITED INDIVIDUALS BEFORE BEGINNING
THE RENOVATION OR DEMOLITION ACTIVITY.
13. EXISTING WELLS, IF ANY, SHALL BE ABANDONED IN ACCORDANCE WITH NORTH CAROLINA
ADMINISTRATIVE CODE 15A NCAC 02C.0113.
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SURVEY DISCLAIMER
TOPOGRAPHIC SURVEY ISSUED OCTOBER 26, 2021. PROVIDED
BY ALLEN GEOMATICS, P.C., P.O. BOX 89, ADVANCE, NC
27006. [phone]
LEGEND
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VEGETATION TO BE REMOVED
TREE PROTECTION FENCING
DETAIL
ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
200 South Tryon Street, Suite 1400
Charlotte, North Carolina 28202
p+ 704 376 1555 f+ 704 376 7851
url+ www.colejeneststone.com
A.M. KING
1610 EAST MOREHEAD
SUITE 200
CHARLOTTE, NC 28207
ALDI
EAST SPENCER
IN -BOUND TRAFFIC
IMPROVEMENTS
1985 OLD UNION CHURCH ROAD
-/- EAST SPENCER, NC 28146
1/C-800
CURB AND PAVEMENT TO BE REMOVED -/-
TREE TO BE REMOVED -/-
ELECTRIC LINE TO BE REMOVED
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1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED.
DEMOLITION
PLAN
Project No.
4773
Issued
12/10/21
Revised
02/11 /22
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CM1 00
The drawings, the project manual and the design
shown theron are instruments of Bolton & Menk
Southeast, LLC.. The reproduction or unauthorized use
of the documents without consent of Bolton & Menk
Southeast, LLC. is prohibited.
OBolton & Menk Southeast, LLC. 2021
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EXISTING CURB INLET TO BE
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GRADE AND FILL REMAINDER
WITH FLOWABLE FILL
EXISTING STORM DRAIN PIPE TO
BE ABANDONED IN PLACE; CAP
EACH END AND FILL WITH
FLOWABLE FILL
EXISTING UNDERGROUND —
ELECTRIC TO BE REMOVED AND
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SURVEY DISCLAIMER
TOPOGRAPHIC SURVEY ISSUED OCTOBER 26, 2021. PROVIDED
BY ALLEN GEOMATICS, P.C., P.O. BOX 89, ADVANCE, NC
27006. [phone]
ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
200 South Tryon Street, Suite 1400
Charlotte, North Carolina 28202
p+ 704 376 1555 f+ 704 376 7851
url+ www.colejeneststone.com
A.M. KING
1610 EAST MOREHEAD
SUITE 200
CHARLOTTE, NC 28207
ALDI
EAST SPENCER
_ IN -BOUND TRAFFIC
EXISTING CURB INLET TO E , N* / / LEGEND
REMOVED. DEMOLISH I/ + 692.2 1 • >< IMPROVEMENTS
/ / / // / / / / / • STRUCTURE TO 4' BELOW /
GRADE AND FILL REMAINDER in , / ' SYMBOL DETAIL
WITH FLOWABLE FILL
/ / / / L1 I 1 /
\\---- I I 1 ; / _ _ _ _ LIMITS O
/P F DISTURBANCE -/- 1985 OLD UNION CHURCH ROAD
d �� UGE Access Vault (2x)
/ / / / / / / J+, Jam+ / / / — — — — ` ♦ EXISTING TREE TO BE REMOVED, TYP. 1 VEGETATION TO BE REMOVED —/— EAST SPENCER, NC 28146
/�/ / / / o/ 1 I
EXISTING GATE TO BE REMOVED, TYP.
692.1 1 TREE PROTECTION FENCING 1/C-800
DEMOLITION
EXISTING PAVEMENT MARKING 1 I
TO BE REMOVED, TYP. WITHIN
I CURB AND PAVEMENT TO BE REMOVED —/—
PROJECT LIMITS. 1 i PLAN
EXISTING CURB INLET TO BE — / / / / \ / / / j/ / / / /G ° O / / / C� REMOVEEXISTING
AND RELATED I 1
CONVERTED TO MANHOLE, TYP. / / �+ / / / / / / / / / / I/ I '" EQUIPMENT TREE TO BE REMOVED —/
EXISTING IRRIGATION TO BE REMOVED //i
AND RELOCATED WITHIN LIMITS OF J / / / / / �/ / /� ` ` / / / / / x I ,
PROJECT. COORDINATE WITH OWNER � / / / � / / / // / / , I I �' — ELECTRIC LINE TO BE REMOVED —/—
/ ^� N: 704,693.54 1
EXISTING CURB AND GUTTER , / / / / / / I / r / / / `?� / / '
TO BE REMOVED, TYP. / / �+ i / I I / El 1,5a 9.36'.97 I 1
i /� / Elev: 589.36 1 Project No.
EXISTING LIGHT POLE TO BE REMOVED
AND RELOCATED. COORDINATE WITH / / / / I 4773
ELECTRICAL SITE PLAN, TYP. // / \ Yli
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680.6
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N: 704, 629.72 ' / / / / / k i / , / OF EXISTING GAS LINE, RELOCATE AS
E: 1,581 ,274.20\ 4f / / / / ti / / / I NEEDED TO ACCOMMODATE PROPOSED I
Elev: 581.31' CONSTRUCTION
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♦ 690.7 ♦ / I 1 / /
♦ I ♦ 693.6+690.4
EXISTING IRRIGATION TO BE REMOVED I
AND RELOCATED WITHIN LIMITS OF a
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— — —EP — — — / (\ \ I l _ _ ` — \ y� �♦ / PRIOR TO CONSTRUCTION. The drawings, the project manual and the design
— — — - _ _
ss" —� ssx—>*� —Ss"— —� y�---�—�x --►— ssx y— ssx O - ssx --�— ssx i— s2• CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG shown theron are instruments of Bolton &Menk
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— i/ � _ — — i / MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.Southeast, LLC.. The reproduction or unauthorized use
° EP _ _ / _ _ — �- ,�—do-__\_of the documents without consent of Bolton & Menk
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
_=— _ ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA Southeast LLC. is prohibited.
h 'Li r / / �6 — — — — — — — — — — DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
Pow /
/ \ � WHICHEVER IS MORE STRINGENT.
Public R/W varies I / / / / 690.45 690.18 \� \� Bolton & Menk Southeast, LLC. 2021
EP— I / / Asphalt , / / 4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
—°' -- / / A, ,� / , , / STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED.
— — — ——�--�`�P 690.48 690.32

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EXISTING TREES TO
EXISTING
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N: 705,199.1 1 '
E: 1,581,854.94
Elev: 590.77'
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SEE SHEET C-101
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E: 1,582,457.54
Elev: 591.85'
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1 ♦ I1 693 EXISTING WALL TO
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IN,EXISTING SIDEWALK
1 I TO BE REMOVED AND
� REPLACED
1 P Concrete �
EXISTING PAVEMENT TO BE 1 E�BuiIding►Boarder
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EXISTING CURB AND GUTTER
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SURVEY DISCLAIMER
TOPOGRAPHIC SURVEY ISSUED OCTOBER 26, 2021. PROVIDED
BY ALLEN GEOMATICS, P.C., P.O. BOX 89, ADVANCE, NC
27006. [phone]
LEGEND
SYMBOL DETAIL
LIMITS OF DISTURBANCE -/-
VEGETATION TO BE REMOVED -/-
)0( TREE PROTECTION FENCING 1/C-800
CURB AND PAVEMENT TO BE REMOVED -/-
TREE TO BE REMOVED -/-
ELECTRIC LINE TO BE REMOVED -/-
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED.
ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
200 South Tryon Street, Suite 1400
Charlotte, North Carolina 28202
p+ 704 376 1555 f+ 704 376 7851
url+ www.colejeneststone.com
A.M. KING
1610 EAST MOREHEAD
SUITE 200
CHARLOTTE, NC 28207
ALDI
EAST SPENCER
IN -BOUND TRAFFIC
IMPROVEMENTS
1985 OLD UNION CHURCH ROAD
EAST SPENCER, NC 28146
DEMOLITION
PLAN
Project No.
4773
Issued
12/10/21
Revised
02/11 /22
SEAL i n
co F-1409
p C-596 =Q;'
S
1[4'
H►►;``°.
02/11 /2022
N
SCALE: 1 "=40'
0 20' 40' 80,
Cml 02
The drawings, the project manual and the design
shown theron are instruments of Bolton & Menk
Southeast, LLC.. The reproduction or unauthorized use
of the documents without consent of Bolton & Menk
Southeast, LLC. is prohibited.
OBolton & Menk Southeast, LLC. 2021
c