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LAX.�� j Ex, GOINS, JOSHUA R'
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"0R #27
2`021 JULY 09
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2,021 AUIG 13
................................................................. 11 ............
Project Number: 171 1-B
Date: 2021 AUG 13
Drawn by� FS
OVERALL SITE
PLAN & KEY MAP
She!el Number.
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SURVEY NOTES
1. EXISTING SITE SURVEY' INFORMATION IS FROM TOPOGRAPHIC SURVEY BY
TIMMONS GROUP, DATED JAN. 27, 2017 THESE PLANS ISO NOT ASSUME ANY
LIABILITY FOR ANY EXISTING INFORMATION BOTH SHOWN AND NOT SHOWN ON
THE SURVEY AND ANY CHANGES TO THE EXISTING CONDITION'S 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 CRATE SEPTEMBER 3, 2007.
3. HORIZONTAL CONTROL IS BASED ON NC STATE GRID, NAD'83 (2011) AS
D?N,ft
III ■i1ft9 0 1111134I01►lIi00]0: l;Iexp]►kaONT TJAY
'. CONTOUR INTERVAL IS ONE FOOT(1.0").
S" 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 SIDS SURFACE UTILITIES
MAY EXIST ON THIS SITE THAT ARE NOT INCLUDED IN THIS SURVEY.
7. THIS SURVEY DOE'S NOT ''VERIFY TIME EXISTENCE OF, NOR CERTIFY THE
LOCATION OF, ANY JURISDICTIONAL WETLANDS THAT MAY EXIST ON THIS
PROPERTY.
& THI'S SURVEY IS NOT, AND SHOULD NOT BE CONSTRUED AS, A BOUNDARY
SURVEY. THE, SURVEY IS R PLANNING
! PURPOSES
N RIII ONLY AND SHOULD NOT pll
USED FOR
THE TRANSFER
Wy 'w' Ji.OF#.r' Y PROPERTY.
M1�. i IM i iMl IS NOT SUITABLE FOR
RECORDING.
+!�
RIGHT-OF-WAYAND PROPERTY
BOUNDARY
9R BASED ON DEED
B ® • AND IS APPROXIMATE.
Mr , 'em l R w �" 1
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PAINTED POWER LINE
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POWER LINE FROM RECORD DRAWING
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PAINTED TELEPHONE LINE
................. ............. r,lv..17' _-
TELEPHONE LIFE FROM RECORD DRAWING
UCT-R --
PAINTED WATER LINE
� � '—
WATER LINE FROM RECORD DRAWING
W-R —
SANIITARY SEWER LINE
SAN —
SANIITARY SEWER FROM RECORD DRAWING
SAN-'R �—
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PAINTED FIBER OPTIC LIFE
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EDGE OF WOODS,
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SITE BOLLARD
UTILITY POLE 4�
SANITARY SEWER MANHOLE s
STORM SEWER MANHOLE
CLEANOUT (SANITARY OR STORM)
DROP INLET
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FIRE HYDRANT
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TELECOM BOX
GRAVEL
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COIR #27
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2021 J�p�g L
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Project Number: 1 11-
Date: 2021 AUG 13
EXISTING
CONDITIONS NEAP
AR EPA 'A'
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COR #27
2021J 9
Project Number: 1711 _E,
Date: 2021 AUG
EXISTING
CONDITIONS S MAP
e EPA "B'
Sheet Number'
. ........................................................... ........................ . ..................................................................... . ................................. . . . . ... .. .................................................... . ......... . . .............
77�
r EX. DI SURVEY NOTES
7
f EX EX 0�
CONC� RW 1,2'17.31' �RIM, 1,2 -7,
--' I - � -7 �, . 7',� —, — — 1 EXISTING SITE SURVEY' INFORMATION IS FROM TOPOGRAPHIC SURVEY BY
_2
14.80'
EX '12 RCP PIPE 7
STAIRS INVIN, 1,21247' JNVIN., 1,209,99'
- TIMMONS GROUP, DATED JAN. 2'7, 2017 THESE PLANS DO NOT ASSUME ANY
e
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6 THE SURVEY AND ANY CHANGES TO THE EXISTING CONDITIONS THAT MAY HAVE
INVOUT 1,206 14 . . .................. LIABILITY FOR ANY EXISTING INFORMATION BOTH SHOWN AND NOT SHOWN ON
% ON -
OCCURRED AFTER THE SURVEY WAS ISSUED�. CONTRACTOR SHALL VERIFY ALL
EXISTING SITE CONDITIONS, PRIOR TO CONSTRUCTION.
EX
Ex YP" RCP
f MATCH LINE DRAWING C1,0 EX 10'CHAINUNKFENCE CONIC,
X_ c_
owl p ir) 2� THIS PROPERTY LIES N ZONE X, NOT A SPECIAL FLOOD HAZARD AREA, PER, FIRM
=Blow= M'"Emp"MMIM
# 3710270000,11, PANEL 2700, EFFECTIVE DATE SEPTEMBER 5, 2007.
- - - - - -- E
EX SSWR MH A4 G.A rE
RIM., 1,211.99'
CONIC,
.. .... INVIIII 1,20750' fL EX ASPHAL T CHEEK
INV OUT' 1205151
WALL(0�42`)
RKING LOT
. . ......... 4 VERTICAL CONTROL BASED ON NAVD'88.
PAD Uj
DETERMINED BY GPS,
L 1,
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3. HORIZONTAL CONTROL IS BASED ON NC STATE GRID, NAD'813 (2011) AS
�A.
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EX ("ONC CHEEK
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WIDE
6. THE LOCATION OF SUB SURFACE UTILITIES AS SHOWN HEREON, IF ANY, ARE
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INV 1,207 61
ASPHA ITY
FX SSMH to GREEN
7. THIS SURVEY DOES NOT 'VERIFY THE EXISTENCE OF, NOR CERTIIFY THE
LAUNDRY
PAD ............ OF PARWNG LO'r INV OUT' 1. 208,67'
1 11 z
EX. iso, —
WALL MAY EXIST ON THIS SITE THAT ARE NOT INCLUDED IN THIS SURVEY.
LU
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BY TIMMONS GROUP AND ARE APPROXIMATE. OTHER SUB SURFACE UTILITIES
M 1,' 1 33'
TDGF INV W 1, 1720r 03'
UTIL
TANK ON
ONC PROPERTY.
'RUSTED 801 TS
F F 1226.03'
E
SPHAL 7"'
A CONC LOCATION OF, ANY JURISDICTIONAL WETLANDS THAT MAY EXIST ON THIS
BUILDING c
EY IS FOR PLANNING PURPOSES ONLY AND SHOULD NOT BE
Ek, QUONSFT
aid EX, SSMH'7 Ill
UIL DING, #5 & THIS SURVEY IS NOT, AND SHOULD NOT BE CONSTRUED AS, A BOUNDARY
HUT TYPE
ENCLOSURE
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INVIN., 1,211,26'(E) IlL I I � �
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W_
EX W 8 INV IN: 121126'(S)
L
USED FOR THE TRANSFER OF REAL PROPERTY. THIS MAP IS NOT SUITABLE FOR
INVOUT 1,21'tWl
,z 11 �d 9� RIGHT-OF-WAY AND PROPERTY BOUNDARY INFORMATION IS BASED ON DEED
W V IN,' 1, 216,54'
BOOK 61, FIG, 91 AND IS APPROXIMATE.
INVOUT'1,216.61'
EX. LOA
DING DOCK
EX, 10'CMP
IfAIVIN.- 1,21943'
EXISTING CONDITIONS LEGEND
STORM PIPE
. . . ............. . X,
FENCE
BLUE MAINTENANCESHOP
C'
FFE: 1224�91'
BUILDING #6
PAINTED GAS LINE ...............
PAINTED POWER LINE . . .............. ..............
EX '7RA VEL
EX,
EX, SSWRMH
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1, 213. 90'
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EX. BASKETBALL GOINS, JOSHUA R
EX, POND,
f COURT PW NO,, 2701547620
II STORY
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B.M. 2394, PG. 576
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RevisiIons
I No� Date
"0 -#�,227
2021 JULY 09
SWR #1
2,021 AU�G 13
.........................................
Project Number: 1711 -B
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Date: 2021 AUG 13
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EXISTING
CONDITIONS MAP
AREAS'C'&'D'
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\ I It - MEASURES IN THE BID TO PREVENT RUNOFF OF RNES FROM THE CRUSHINGWORK AREA AND STOCKPILE AREA. AT 0 - I _+, - 1. - I � ..- ,�, 1*
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DEMOLITION NOTES
224� THE AREA IS, PROOFROLLED AND COMPACTED TO SPECIFICATIONS. NOTE THEAREA UNDER THE FUTURE HELIPAD SHALL BE COMPACTED
ALL APPLICABLE RULES AND REGULATIONS, CONTRACTORSHALL DELIVER METERS, TO UTILITY PROVIDERS.
1 , CONTRACT INCLUDES REMOVAL OF ALL EXiSTIING STRUCTURES, UTILITIES, PAVEMENTS, ETC. ABOVE AND BELOW GRADE AS SHOWN ON TH�S
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10. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION.
DRAWING ...... (§!71?�P,�,p ....... �,,REA KEYNOT,,E "j) I�qq,OTHERWISE NOTED HEREIIN. REFER TO THE EXISTING CONDITIONS DRAWINGS AND PROJECT
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3.
CONCRETE BLOCK MASONRY . ....... AND BR,ICK MAY BE USED AS MASS FILL. CONCRETE ...... BLOCK . ........ M,ASO,N,RY`1.AND BRICK MAY NOT BE USED AS A
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REPLACE ANY EXISTING PAVEMENT'REQUIRED TO BE REMOVED OUTSIDE THE CONSTRUCTION LIMITS FOR UTILITY /'SEWER INSTALLS (WHETHER
§PECII15EII
ATIONS FOR ADDITIONAL INFORMATION AND INSPECT THE SITE TO ACCOUNT FOR ALL ITEMS TO BE REMOVED WITHIN THIS AREA.,
REPLACEMENT TO ROAD BASE AGGREGATE. EXISTING FAINT ONTHESE MATERIALS, CAN REMAIN,
OR NOT SHOWN ON THE DRAWINGS, TO BE REMOVED).
2� CONCRETE (NOT MASQNRYLEHOM THE HIGH RISE BUILDING MAY BE PROCESSED AND USED ONSITE AS FOLLOWS. THERE WILL BE NO ADDITIONAL
4.
EXISTING UTIlLITIES OR STRUCTURES SHOWN ON THIS DRAWINGTO REMAIN OR BE MODIFIED MUST REMAIN IN CONTINUOUS S,ERVIICE AND BE
11. PROTECT ADJACENT PROPERTIES,, THE GENERAL PUBUC, AND ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, NOTIFY ARCHITECT
PAYMENT FOR THIS:
PROTECTED FROM DAMAGE. NOTE�� THE CONTRACT INCLUDES RELOCATION OF U`TIIUITIES OR STRUCTURES IF NEEDED.
IMMEDIATELY,
2.1. CONCRETE MAY BE PULVERIZED TO CABC STONE GRADATION AND USED AS BASE STONE UNDER ASPHALT AND CONCRETE PAVEMENTS.
5.
§fdr-kPiff .......... ffif . .... . .. . ...................... . ..................... . ........... . .. . .............. . ...... . . . . . . . ................ . ......... . ...... . ... . . . ..... . ............... . ... . .... . -'`" . .......... - . ......... . .... ...... . ........... -"--,---",--",---,--""'""---"""--,-,-,"-,-"-
STING CHAIN LINK FENCE FABRIC AND BARBED WIRE NEAR OR ON THE SITE., DEPARTMENT OF CORRECTIONS WIILL 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 RRM HIRED BY THE OWNER FOR
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MATERIAL FROM THE ,SITE. COORDINATE LOCATION OF STOCKPIILE AREA AND TIMING OF REMOVAL WITH THE PROJECT TEAM AND THE,
CONSTRUCTION (INCLUDING BUTNOTLIMITED TO ELECTRICAL, TELEPHONE, GAS,, WATER, SEWER, CABLE, FIBER OPTIC).
LENCY TO NCDOT CABC STONE.
DEPARTMENT OF CORRECTIONS (BURKE CRV,STAFF).
13. ALL WORKSHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE STATE AND OSHA REGULATIONS.
22 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 EXTENTOF 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 FIIRM 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. EXEROSE 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.
221 � 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, DEMOLffION OR CONSTRUCTION OTHER, THAN THOSE SHOWN TO
2.2.2. TAE M�UERJ A L I S W E L L M I X E D W I T H S 0 I L
&
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+T DEEPAND 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,
-.')k,i-�LV- I -DU
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� Revisillons
No� Date
COIR #27
2021 JULY 09
1
SWR I'l
2,021 AUIG 13
.................. I
Project Number: 171 1 -13
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Date: 2021 AUG 13
"I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll",'ll""'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll"'ll""'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll"'ll""'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""II
Drawn by� FS
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DEMOLITION PL,AN
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Sheet Number ...
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