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URVEY NOTES
S
1. EXISTING SITE SURVEY INFORMATION IS FROM TOPOGRAPHIC SURVEY BY
TIMMONS GROUP, DATED JAN. 27, 2017 THESE PLANS DO NOT ASSUME ANY
LIABILITY FOR ANY EXISTING INFORMATION BOTH SHOWN AND NOT SHOWN ON
THE SURVEY AND ANY CHANGES TO THE EXISTING CONDITIONS THAT MAY HAVE
OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL
EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION.
2. THIS PROPERTY LIES IN ZONE X, NOT A SPECIAL FLOOD HAZARD AREA, PER FIRM
# 3710270000J,PANEL 2700, EFFECTIVE DATE SEPTEMBER 5, 2007.
3. HORIZONTAL CONTROL IS BASED ON NC STATE GRID, NAD'83 (2011) AS
DETERMINED BY GPS.
4. VERTICAL CONTROL BASED ON NAVD'88.
5. CONTOUR INTERVAL IS ONE FOOT (1.0").
6. THE LOCATION OF SUB SURFACE UTILITIES AS SHOWN HEREON IF ANY ARE
BASED ON FIELD LOCATION OF SURFACE FEATURES AND MARKINGS PROVIDED
BY TIMMONS GROUP AND ARE APPROXIMATE. OTHER SUB SURFACE UTILITIES
MAY EXIST ON THIS SITE THAT ARE NOT INCLUDED IN THIS SURVEY.
7. THIS SURVEY DOES NOT VERIFY THE EXISTENCE OF, NOR CERTIFY THE
LOCATION OF, ANY JURISDICTIONAL WETLANDS THAT MAY EXIST ON THIS
PROPERTY.
8. THIS SURVEY IS NOT, AND SHOULD NOT BE CONSTRUED AS, A BOUNDARY
SURVEY. THE SURVEY IS FOR PLANNING PURPOSES ONLY AND SHOULD NOT BE
USED FOR THE TRANSFER OF REAL PROPERTY. THIS MAP IS NOT SUITABLE FOR
RECORDING.
9. RIGHT-OF-WAY AND PROPERTY BOUNDARY INFORMATION IS BASED ON DEED
BOOK 61, PG. 91 AND IS APPROXIMATE.
EXISTING CONDITIONS LEGEND
STORM PIPE
FENCE —
x_ — _x_—
PAINTED GAS LINE
G—
PAINTED POWER LINE
—UGP—
POWER LINE FROM RECORD DRAWING
- - UGP-R- -
PAINTED TELEPHONE LINE
UGT—
TELEPHONE LINE FROM RECORD DRAWING
UGT-R —
PAINTED WATER LINE
W
WATER LINE FROM RECORD DRAWING
W-R —
SANITARY SEWER LINE
—SAN—
SANITARY SEWER FROM RECORD DRAWING
SAN-R —
PAINTED CABLE TV LINE
UCATV—
PAINTED FIBER OPTIC LINE
UFo
EDGE OF WOODS
LIGHT POLE
SITE BOLLARD
fie;
UTILITY POLE --
SANITARY SEWER MANHOLE S
STORM SEWER MANHOLE D
CLEANOUT (SANITARY OR STORM) �O)
DROP INLET
FIRE HYDRANT
=6-
WATER VALVE
TELECOM BOX
GRAVEL
ASPHALT PAVEMENT
CONCRETE PAVEMENT
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Revisions
No.
Date
SWR #1
2021 AUG 13
SWR #2
2022 FEB 24
Project Number: 171 1-B
Date: 2020 JAN 20
Drawn by: FS
EXISTING
CONDITIONS MAP
AREA 'A'
Sheet Number:
■

,I
I, II ITEM C-6 STOCKPILE OF CRUSHED MATERIALS QUESTION: CAN WE STOCKPILE CRUSHED MATERIALS ONSITE? CLEARING LIMIT k ♦ 0000, " WOODS
\\\ I ANSWER: CRUSHED MATERIALS MAY BE TEMPORARILY STOCKPILED ONSITE IN UNIFORM PILES WITHIN A
\, IIII A CONDENSED AREA AS TO NOT DISRUPT CONSTRUCTION ACTIVITIES. ACCOUNT FOR ADDITIONAL EROSION CONTROL /�• ♦♦`
I I - MEASURES IN THE BID TO PREVENT RUNOFF OF FINES FROM THE CRUSHING WORK AREA AND STOCKPILE AREA. AT
\ IIII A MINIMUM, SURROUND THE STOCKPILE AREA WITH SILT FENCE AT THE END OF EACH WORKING DAY, HOWEVER
ADDITIONAL MEASURES MAY BE NECESSARY DEPENDING ON LOCATION AND MEANS AND METHODS. ANY
\h——�,—sAN— — •` CRUSHED CONCRETE MATERIAL THAT IS NOT USED AS MASS FILL OR AS A REPLACEMENT TO ROAD BASE '\0�
\ \ \� IIII ♦ AGGREGATE MUST BE REMOVED FROM THE SI
\ II
\ \ \ \ z II II ■ ♦ VA
A(A),o I I s 91
T
\\\ \ III ♦ 02 \\
\ \ \\\ \ \IIII DISCONNECT AN V,
REMOVE POWER INE\TO ♦ A \
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B • \
\ \ \ \\ \ \ 7'7-
0 / ■■////■/■,�j///■/■■/mmFIN
0 ■�iiiirrrr■rrrrr/ r■/rrrrrr■r■
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\ \ \ \ \\ B - -w -�
\ \ \ \ \ O—
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F__X_ X X� BUl X—
now
1l
W� +
EXISTING CONDITIONS LEGEND
STORM PIPE _________________
WATER LINE FROM RECORD DRAWING —
— —W-R — —
FENCE —
x x -
SANITARY SEWER LINE —
— — SAN—
SANITARY SEWER MANHOLE
S
PAINTED GAS LINE
— G— —
SANITARY SEWER FROM RECORD DRAWING
— SAN-R
STORM SEWER MANHOLE
PAINTED POWER LINE
— UGP— — —
PAINTED CABLE TV LINE
—uCAry
-�'
POWER LINE FROM RECORD DRAWING
— — —UGP-R— —
PAINTED FIBER OPTIC LINE
— —UFO—
CLEANOUT (SANITARY OR STORM)
PAINTED TELEPHONE LINE
— UGT— —
EDGE OF WOODS
TELEPHONE LINE FROM RECORD DRAWING
- UGT-R — — —
DROP INLET
PAINTED WATER LINE
_ W— —
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OWNER INFORMA TIO
c',♦ \ II II I
M �1 ROSS, CHRISTOPHER;
\ D E `\ S I I / u �I UGP-R \ \ I I - ROSS, CYNTHIA W
AI \ \I I 1 I I I I I \ PlN NO. 2701345209
\ STATE OF NORTH CAROLINA
I I 11 I I I I I : 2 B.M. 1133, PG. 891
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0 - FFICE: I I ■ OWNER INFORMATION
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\\ \ \\ \ II II \ II JGQ r D K REMOVE UTILITY POLE AND CONNECTING UTILITY LINES. COORDINATE - EXISTING STORM STRUCTURES TO REMAIN I x ,� MOBILE
RELOCATION OF POLE AND UTILITY LINES WITH UTILITY PROVIDERS, v, / RAILER I I PIN NO. 2701547620
\ I \ I , •
OWNER AND CIVIL ENGINEER. C EX STATE OF NORTH CAROLINA
EXISTING WATER LINE TO REMAIN I • TREE B.M. 2394 PG. 576
1-7o o L REMOVE MANHOLE TOP AND REPLACE WITH CATCH BASIN D I I I \ _ , ° LINE
TOP ( REFER TO GRADING AND DRAINAGE PLAN). _ EXISTING GAS LINE TO REMAIN I x �• D`Z
w M G x
\ \ \\ \ II I _ TREE CLEARING ® E
S —SAN x — •
II S EXISTING UNDERGROUND TELEPHONE TO REMAIN �SqN 0
= �II I I II _ BRUSH/LOW GROWTH CLEARING F EXISTING UTILITY POLE AND CONNECTING UTILITY LINES TO REMAIN, �� ■ �,
\ I I II MAINTAIN 20' MINIMUM CLEARANCE FROM FINISH GRADE TO LOWEST o- x ■ ♦♦ o `
\ �UTILITY LINE.
G G I .L,
ITEM C-1: C1.3 SITE DEMOLITION QUESTION: IT APPEARS FROM THE OVERALL SITE DEMO PLAN, SHEET II I I CONSTRUCTION LIMITS " G EXISTING LIGHT POLE TO REMAIN I x l a♦♦`�
C1.3 THAT THE LOWER PORTION OF WESTERN AVE. IS SCHEDULED FOR DEMOLITION, HOWEVER THE SITE STAKING 1\ y I I ♦♦ �•
PLANS SHOW US SIMPLY APPLYING AN OVERLAY TO WESTERN AVE. CAN YOU CLARIFY THIS. �' I UC \ �� H EXISTING UNDERGROUND POWERLINE TO REMAIN
ANSWER: THE PORTION OF WESTERN AVE. SHOWN ON SHEET C2.1 AND C2.3 TO BE OVERLAID WITH ASPHALT - -c p,� - x / • • •,
I X ♦ _ oHP
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IS REQUIRED. EXISTING BUILDING TO REMAIN o ■
DUKE - � • • • • • EX.
DEMOLITION NOTES 2.2.4. THE AREA IS PROOF ROLLED AND COMPACTED TO SPECIFICATIONS. NOTE THE AREA UNDER THE FUTURE HELIPAD SHALL BE COMPACTED ALL APPLICABLE RULES AND REGULATIONS. CONTRACTOR SHALL DELIVER METERS TO UTILITY PROVIDERS.
1. CONTRACT INCLUDES REMOVAL OF ALL EXISTING STRUCTURES, UTILITIES, PAVEMENTS, ETC. ABOVE AND BELOW GRADE AS SHOWN ON THIS TO 95% STANDARD PROCTOR. 10. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION.
DRAWING (SHADED AREA KEYNOTE "J") UNLESS OTHERWISE NOTED HEREIN. REFER TO THE EXISTING CONDITIONS DRAWINGS AND PROJECT 3. CONCRETE BLOCK, MASONRY, AND BRICK MAY BE USED AS MASS FILL. CONCRETE BLOCK, MASONRY, AND BRICK MAY NOT BE USED AS A REPLACE ANY EXISTING PAVEMENT REQUIRED TO BE REMOVED OUTSIDE THE CONSTRUCTION LIMITS FOR UTILITY / SEWER INSTALLS (WHETHER
SPECIFICATIONS FOR ADDITIONAL INFORMATION AND INSPECT THE SITE TO ACCOUNT FOR ALL ITEMS TO BE REMOVED WITHIN THIS AREA. REPLACEMENT TO ROAD BASE AGGREGATE. EXISTING PAINT ON THESE MATERIALS CAN REMAIN. OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED).
2. CONCRETE (NOT MASONRY) FROM THE HIGH RISE BUILDING MAY BE PROCESSED AND USED ONSITE AS FOLLOWS. THERE WILL BE NO ADDITIONAL 4. EXISTING UTILITIES OR STRUCTURES SHOWN ON THIS DRAWINGTO REMAIN OR BE MODIFIED MUST REMAIN IN CONTINUOUS SERVICE AND BE 11. PROTECT ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, NOTIFY ARCHITECT
PAYMENT FOR THIS: PROTECTED FROM DAMAGE. NOTE: THE CONTRACT INCLUDES RELOCATION OF UTILITIES OR STRUCTURES IF NEEDED. IMMEDIATELY.
2.1. CONCRETE MAYBE PULVERIZED TO CABC STONE GRADATION AND USED AS BASE STONE UNDER ASPHALT AND CONCRETE PAVEMENTS. 5. STOCKPILE EXISTING CHAIN LINK FENCE FABRIC AND BARBED WIRE NEAR OR ON THE SITE. DEPARTMENT OF CORRECTIONS WILL REMOVE THIS 12. EMPLOY A QUALIFIED SUBSURFACE UTILITY LOCATOR SERVICE TO LOCATE ALL UNDERGROUND UTILITIES AND SERVICES WITHIN THE LIMITS OF
PULVERIZED CONCRETE FOR USE UNDER PAVEMENTS WILL BE INSPECTED BY A MATERIAL TESTING FIRM HIRED BY THE OWNER FOR MATERIAL FROM THE SITE. COORDINATE LOCATION OF STOCKPILE AREA AND TIMING OF REMOVAL WITH THE PROJECT TEAM AND THE CONSTRUCTION (INCLUDING BUT NOT LIMITED TO ELECTRICAL, TELEPHONE, GAS, WATER, SEWER, CABLE, FIBER OPTIC).
EQUIVALENCY TO NCDOT CABC STONE. DEPARTMENT OF CORRECTIONS (BURKE CRV STAFF). 13. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE STATE AND OSHA REGULATIONS.
2.2. CONCRETE MAY BE CRUSHED TO NO LARGER THAN 6" DIAMETER AND USED AS MASS FILL. CRUSHED CONCRETE FOR USE AS MASS FILL WILL 6. BY SUBMITTING A BID, CONTRACTOR ACKNOWLEDGES THAT THE SITE HAS BEEN INVESTIGATED TO DETERMINE EXTENT OF DEMOLITION WORK. 14. ADJUST THE TOP ELEVATIONS OF EXISTING DRAINAGE AND UTILITY STRUCTURES THAT ARE NOTED TO REMAIN WITHIN THE CONSTRUCTION
BE INSPECTED BY A MATERIAL TESTING FIRM HIRED BY THE OWNER. USE OF CRUSHED CONCRETE FOR USE AS MASS FILL SHALL BE 7. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS SHOWN ON THE DRAWINGS. EXERCISE REASONABLE EFFORTS TO PROTECT ANY LIMITS (WHETHER OR NOT INDICATED TO BE MODIFIED). THE TOP ELEVATIONS OF THESE STRUCTURES ARE TO MATCH THE PROPOSED FINISHED
ALLOWED UNDER THE FOLLOWING CONDITIONS: UNKNOWN UNDERGROUND ELEMENTS. NOTIFY THE ARCHITECT IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD GRADES.
2.2.1. THE MATERIAL IS CLEAN OF ALL EXTRANEOUS MATERIAL SUCH AS REBAR. NECESSITATE MODIFICATION TO THE PROPOSED DESIGN. 15. REPLACE ANY EXISTING TREES & VEGETATION DAMAGED DURING CLEARING, DEMOLITION OR CONSTRUCTION OTHER THAN THOSE SHOWN TO
2.2.2. THE MATERIAL IS WELL MIXED WITH SOIL 8. INSTALL EROSION CONTROL DEVICES PRIOR TO BEGINNING DEMOLITION AND/OR CLEARING OPERATIONS. REFER TO EROSION CONTROL REMOVED / CLEARED. REPLACE THOSE TREES & VEGETATION UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE
2.2.3. THE MATERIAL IS BURIED AT LEAST 5-FT DEEP AND LAID IN NO MORE THAN A SINGLE 1-FT LAYER. DRAWINGS. OWNER.
9. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH WITH 16. PROVIDE POWER, WATER, AND ANY OTHER TEMPORARY UTILITIES REQUIRED FOR DEMOLITION AND CONSTRUCTION.
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Revisions
No.
Date
SWR #1
2021 AUG 13
SWR #2
2022 FEB 24
Project Number: 1711-13
Date: 2020 JAN 20
Drawn by: FS
DEMOLITION PLAN
Sheet Number:
■

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OWNER INFORMA TION
ROSS, CYNTHIA W
PIN NO. 2701345209
STATE OF NORTH CAROLINA
B.M. 1133, PG. 891
EX 14' CHAINLINK FENCE
xx =_— x--- x— —x—xx =
EX. 10' CHAINL INK FENCE - - - - - - -
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SURVEY NOTES
1. EXISTING SITE SURVEY INFORMATION IS FROM TOPOGRAPHIC SURVEY BY
TIMMONS GROUP, DATED JAN. 27, 2017 THESE PLANS DO NOT ASSUME ANY
LIABILITY FOR ANY EXISTING INFORMATION BOTH SHOWN AND NOT SHOWN ON
THE SURVEY AND ANY CHANGES TO THE EXISTING CONDITIONS THAT MAY HAVE
OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL
EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION.
2. THIS PROPERTY LIES IN ZONE X, NOT A SPECIAL FLOOD HAZARD AREA, PER FIRM
# 3710270000J,PANEL 2700, EFFECTIVE DATE SEPTEMBER 5, 2007.
3. HORIZONTAL CONTROL IS BASED ON NC STATE GRID, NAD'83 (2011) AS
DETERMINED BY GPS.
4. VERTICAL CONTROL BASED ON NAVD'88.
5. CONTOUR INTERVAL IS ONE FOOT (1.0").
6. THE LOCATION OF SUB SURFACE UTILITIES AS SHOWN HEREON, IF ANY, ARE
BASED ON FIELD LOCATION OF SURFACE FEATURES AND MARKINGS PROVIDED
BY TIMMONS GROUP AND ARE APPROXIMATE. OTHER SUB SURFACE UTILITIES
MAY EXIST ON THIS SITE THAT ARE NOT INCLUDED IN THIS SURVEY.
7. THIS SURVEY DOES NOT VERIFY THE EXISTENCE OF, NOR CERTIFY THE
LOCATION OF, ANY JURISDICTIONAL WETLANDS THAT MAY EXIST ON THIS
PROPERTY.
8. THIS SURVEY IS NOT, AND SHOULD NOT BE CONSTRUED AS, A BOUNDARY
SURVEY. THE SURVEY IS FOR PLANNING PURPOSES ONLY AND SHOULD NOT BE
USED FOR THE TRANSFER OF REAL PROPERTY. THIS MAP IS NOT SUITABLE FOR
RECORDING.
9. RIGHT-OF-WAY AND PROPERTY BOUNDARY INFORMATION IS BASED ON DEED
BOOK 61, PG. 91 AND IS APPROXIMATE.
EXISTING CONDITIONS LEGEND
STORM PIPE
FENCE
x x—
PAINTED GAS LINE
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POWER LINE FROM RECORD DRAWING
— — UGP-R— —
PAINTED TELEPHONE LINE
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TELEPHONE LINE FROM RECORD DRAWING
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PAINTED WATER LINE
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WATER LINE FROM RECORD DRAWING
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SANITARY SEWER LINE
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SANITARY SEWER FROM RECORD DRAWING
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Revisions
No.
Date
SWR #1
2021 AUG 13
SWR #2
2022 FEB 24
Project Number: 171 1-B
Date: 2020 JAN 20
Drawn by: FS
EXISTING
CONDITIONS MAP
AREA 'B'
Sheet Number:

I `\ A lIr
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EX DI � � �
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SURVEY NOTES
I I I,\ \\` \1 / y �� \ \ \�\ r EX. 12"RCPP/PE
INVOUT: 1,206.74'
I r \
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,
:1NIN: 1,209.99' I
uGP -� \ �'� s• • - - = - = I ri
1. EXISTING SITE SURVEY INFORMATION IS
TIMMONS GROUP, DATED JAN. 27, 2017 THESE
FROM TOPOGRAPHIC SURVEY BY
PLANS DO NOT ASSUME ANY
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OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL
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. THIS PROPERTY LIES IN ZONE X, NOT A SPECIAL FLOOD HAZARD RE PER FIR 2 AREA, P M
# 3710270000J,PANEL 2700, EFFECTIVE DATE SEPTEMBER 5, 2007.
3. HORIZONTAL CONTROL IS BASED ON NC STATE GRID, NAD 83 2011 AS
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No.
Date
SWR #1
2021 AUG 13
SWR #2
2022 FEB 24
Project Number: 171 1-B
Date: 2020 JAN 20
Drawn by: FS
EXISTING
CONDITIONS MAP
AREAS 'C' & 'D'
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