SW3230803_Plansheet - Existing Conditions/Survey_20240620

ZONING INFORMATION MISCELLANEOUS NOTES 1 i xfn a Q
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ACCORDING TO THE VILLAGE OF WESLEY CHAPEL ZONING MAP DATED SEPTEMBER 20, GRID POSITIONS WERE DETERMINED USING A TRIMBLE 5800 GNSS
2018, THE SUBJECT PROPERTY IS ZONED R40" BECAUSE THERE MAY BE A NEED FOR GPS RECEIVER UTILIZING THE NORTH CAROLINA GEODETIC SURVEY S '"�r,".� W V O Cb c°.,,
ADDINGTON CROSSING `' CoPHASE 1 INTERPRETATION OF THE APPLICABLE ZONING CODES, WE REFER YOU TO THE VILLAGE VRS NETWORK. ALL COORDINATES AND BEARING SHOWN ARE BASED i '` z O
COMMON OPEN SPACE OF WESLEY CHAPEL FOR ADDITIONAL INFORMATION. ON NAD 8312011.
PLAT CAB.0-525 1 ! r o m
NOW OR FORMERLY / I SSMH - AREAS COMPUTED USING COORDINATE GEOMETRY. ` � o a rz
TAX PIN:06-021-043 / RIM 576-2� ~ S e W Q c
ZONED:R40 OUT 565I 0 IRON REBARS AT ALL PROPERTY CORNERS UNLESS OTHERWISE '9
Lr NOTED. , 17W. W
\Ktr_.`roc T i` V
w 30'PERMANENT eke`
r\ PHYSICAL FEATURES SHOWN WERE TAKEN FROM AERIAL IMAGERY. ° z U ^o
1 UTILITY EASEMENT \
(BK. 1469-557, DEED REFERENCE:AS SHOWN. 0FQ U N
yC5 .5r t BK. 1533-302) a` \ I ,fi �� Z �f
s E-6 E-7 ALL ADJOINER PROPERTY OWNER INFORMATION IS TAKEN FROM axe r �' m Co
I I " CURRENT DEEDS AND TAX RECORDS AND ARE CONSIDERED "NOW "" M c
` 1 EIF� i i 1/2"EIP,r--\ C < OR FORMERLY".
�7°49'09"W I 2 LARRY PERKINS = -60p \ ',` r RAW ERROR OF CLOSURE: 1:10,000+• BOUNDARY TRAVERSE WAS
I 1/2"EIR sle I M1 BK. 1070-598 _-_ v— ADJUSTED USING THE LEAST SQUARES METHOD. o
57 26'
I t 1 i.7 NOW OR FORMERLY - - - - sOS n1
' I - TAX PIN.06-021-002A ' " ' _ °J"i QUAN SONG
X-SECT. 186 ! 1 51 1 yµl - - - _1 YUNXIA PAN
OTHER UNDERGROUND UTILITIES MAY EXIST BUT THEIR LOCATIONS
FEMA ZONED:R40 - -
ELEVf.6' i \ 02.. .�.+,�,. r ` - - - ' . n 62pzO, BK. 6306-625 ARE NOT KNOWN.
SSMH I \ 8,2 1 ', WIRE FENCE - - s °> NOW OR FORMERLY Vicinity Map
I _ 07.5 _ THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND.
` RIM575.13 ! �' \`_ 8° 4,S , , ' MEANDERS W( --- -�y 6e�. _ �� E TAX PIN:06-123-OO1K 3ru±�� o
yS73.5, rr3s, / Fe Pt`ffT?;LINE h .D�_ - - _ ZONED:R40 '
: _
OUT 564.43 '
l IN 564.48 �` . ,, 1\ F,' . �1 - ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES.
` 1 '� ,�',,`, ',' ,' - - �ti� - . - j ���, :� NOT TO SCALE
1 . TOPOGRAPHIC DATA WAS SUPPLIED BY AVIOIMAGE, INC. AND
PAUL D.HAYNES `` 1 X5 .4 0„ ; `',' ` , \ ' ;7U12 r
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`. 06.7
BK.6477-194 24 PVC 1 �,e; �.', ' .,. , ',`�;,, , I. ' 91.8 " / / 1/2"NIRBASE GENERATED FROM AERIAL IMAGERY. EAGLE ENGINEERING PROVIDED
-a\ E OF 42"OAK TREE ' ' 3 HORIZONTAL AND VERTICAL CONTROL FOR THE AERIAL IMAGERY.
NOW OR FORMERLY SAN.SEWER \�� "� ' ; 1'•',' \ ; S �'�
TAX PIN:06-024-004A LINE \ g10 ys- _ - 7 DEBORAH AITKEN
ZONED:R40 30'PERMANENT \' ` " s' CONTOUR INTERVAL=ONE FOOT.
\�� s1.7 UTILITY EASEMENT '" ' ,' ' - - - "'3 BK 6383-219
\ / h F. NOW OR FORMERLY
, 4 \ (BK 1469 557 VERTICAL DATUM 1S REFERENCED TO NAVD 88.
TAX PIN.06-123-001 D
\ }w BK. 1533-302) •RON,
4 0 ', / ZONED:R40
. \ r �" �•'�;;,�,,,' l•', \\ ' • _ _ _ \' AT THE TIME OF SURVEY THERE WAS NO OBSERVABLE EVIDENCE OF U
IN, �.4 1' \; ' �0, =� __ 6p51 1 // =�• SITE USE AS A SOLID WASTE DUMP,SUMP OR SANITARY LANDFILL
SSMH " \ \, 1 - / _ _
RIM 575.14 �Csos.2o // 62p 1 s A PORTION OF THE PROPERTY SHOWN HEREON IS LOCATED WITHIN
IN 563.84 �'1"` �572s ,, Q°' NANGLE o s 1 /� 7��4 A SPECIAL FLOOD HAZARD AREA AS SHOWN ON F.E.M.A. FLOOD
pDLIN!`; ,0 Xs0 LLD gIRT ROAD o2_s 6, ' !" O
OUT 563.80 \ ' 78.6 \' ,, a B"' �' - / o �� �/ _ INSURANCE RATE MAP COMMUNITY PANEL NO. 3710449600J, f 4
\\ \ �, (TYR) $ EFFECTIVE DATE OCTOBER 16,2008.
r SFHA \ �;� {
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REGULATORY 76si3 \ 11 ,' ' 1 1 I f�- ` - 1 •��' ; ' ` ' � pis, Y.621.2
FLOODWAY i k L 4)C578:5 •r i !
WETLAND"WC" 625 " O
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1,596 SQ.FT. L
2� Y \ a°,,>• > >C6ozs TAX PIN:06-024-004C r BK.y5JM10 ' ' , 1 ";I y, , W
T�Z,q 4 '',
1 N 7C5�ht1 �"f,•,�• "; S s BK. 7510-810 /'' G71 ` ,,,, WILLIAM D.MILLIGAN Lu
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, TRACT 2 \ .�( , , , ( ('' ' ,' a� cary/ ;\ ',=-- �j BK. 360-04s
(',%,''!;; - (OLD REF.BK.440-512) \ 1 l 9�4,1 Tl'S .ft' o ' „\,'�'' t ti �T NOW OR FORMERLY
JOHN T.REID _ Z1 '_ ''' �3es a cS m rY
BK 912 243
NOW OR FORMERLY0 TAX PIN:06-123-0018
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TAX PIN:06-024-004B SSMH , pp. `
ZONED:R40 ��; RIM 574.68 ` 579 5 �I;; f, �' !�1�` \' ' ` / /•' �C832.5 r ' ,•' Q
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OUT 562.53 '; \ _� •,_`�-. ' `r �' s� • `6'r'cr�%� - � , 'I ' INV.626.79
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5 \\\` r �'' �Cs2z� r BK 767-71 PpE NPM)C635.a ' r NOW OR FORMERLY Nl
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STREAM"SB" .�� 1�' TAX PIN:06-123-001C INV.6zs.33
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\ EpO INV s26.35 r.`
1,922 SQ,FT ` fH
PRICE MILL CREEK 4 OVERHEAD UTILITY LINE POND \ \ �, - _ _ _ -. ,, ` E WM�''
�xI 102 L.F`J9 SUBJECT TO 20'MAINTENANCE "OWA" \ �
EASEMENT PER RURAL LINE 119,001 SQ.FT ��' % %012HEA©UT1i1T�'LIN / _ _ _ _ �' 17 15"CMP
PERMIT RECORDED 1N BK 145-59. WATER �'OH BUBJEG TO zb'MAll�7FJV NCI= - -2 EIP•' \ INV.623.89
POND ;� " - �a,�P , o', , EAS,E��MENT PER RURAL'L1�E 24'5° \ -' -161a.a ,' \ a"Pvc
LEVEL=592.6' t �, pH } ♦/�
' APPROX.LOCATION OF ; 'p,EkMIT RECORDED'1N,BIfq,145,59 - `- _ _ - _ _i / `\ 15"CMP \` WATERLINE _I J
TAX PIN:06-024-002 6' ; o , "� i ", W z
BK. 7510-810 c'`s / N � `� / ) 1 INV.623.62 a J J
TRACT 3
Z 92"RCP
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2 TAX PIN:06 024-0171 D C 7� �f
17.00' - ZONED:R40 �,, �e�`DP° �? - - FREDRICKBERRY ' - �'r 9 X6 4` 6.25' I W
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BK. 406-126 r TAX PIN:06-024-006 l EJR / \ INV.6 1
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1/2"EIR 1 073T"�y ' \ '\ -� it(� O O Q V
pQ NOW OR FORMERLY _ '� ` TRACT 4 \ �y 1a^RCP 2.5 Z
503.58 �Csia.s 6 CINv s14.9e W (�
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, l I , I' ,, ` , 125`1 1645 L.F. ' 1 13.2-
MARJORIE BERRY r , ) ; 2 , , _ WETLAND"YVB" ; 15"CMP G U ,
�F O BK. 1167-750 �. � 1a:5`i 4 1do 2,11asa.Fr ,,•r�^>� t rNv.s1a.24
NOW OR FORMERLY 610 v _ 15^CMP O
KENNETH MCCOY ' In1v.616.2s N O
f , \ TAX PIN:06-024-001 15"CMP
(J� BK. 691-668 ---� 1/ " IP INtr 618.28 �
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J KENNETH MCC NOW OR FORMERLY BK. 302-555 `�� �•3,
• I TAX PIN:06-024-012E '.a� ) i r �� `, \ C
\\� BK. 382-758 ZONED:R40 NOW OR FORMERLY - ��\,, �' w
LEGEND OF SYMBOLS &ABBREVIATIONS \ NOW OR FORMERLY TAX PIN:06-024-012 I iz6' �$ o WM `qN T
7� TAX PIN:06-024-006A ca -a O `
\ \ TAX PIN:06-024-003A ' ' ��
ZONED:R40 l ✓�� � � �
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1 BK 7510-810 6; Q n
EIR - EXISTING IRON REBAR \ \ \ I , . _ r \, 1/2"N!R \ ssi°o1 ` O j
NIR - NEW IRON REBAR \ �� "VV ' WM m ) _
S.T. - SIGHT TRIANGLE , \ �g6°0728 13.38,ME 1 s` WETLAND"WA" �
M.B.S. - MINIMUM BUILDING SETBACK ` \ 1/2"EIR o 25i.10' ", 9A' ' o �sesQ.�Fr_ F� ti FH O > J O
P.S.D.E. - PUBLIC STORM DRAINAGE EASEMENT � FOUNA, AIlr -_ y _
S.S.E. - SANITARY SEWER EASEMENT 1 \ ,; ` a' °' a "�IlB1rs•$►P' z
QUINTON PARKER �, ` LENARD KILGO �, "� 5.4 $- _ o Z = m w
\ BK. 5898 861 HEIRS \ Y
SSMH SANITARY SEWER MANHOLE O BK 408-334 o N ` ` J W M Z O z
RNV - RIGHT OF WAY 6' - 4 m
\ \ NOW OR FORMERLY w
P.S.S.E. - PRIVATE SANITARY SEWER EASEMENT \ Z
GPUE - GENERAL PUBLIC UTILITY EASEMENT \ \ TAX PIN:06-024-D12A NOW OR FORMERLY m
C.P. - COMPUTED POINT
ZONED:R40 z TAX PIN.06-024-005 1 ,� , o n o
ZONED:R40
ECM - EXISTING CONCRETE MONUMENT \
E_P.K - EXISTING P.K.NAIL \ \ _ _ — — — —,--,N- - ' - "� _ N70°3924"W Gv Z rn
-HANDICAPPED PARKING \ P _ .60 504.13;_ - ` V GV
�— — — — — — - bIPINATfRLINE \ \ oD
® -TRANSMISSION TOWER \_ t
-UTILITY POLE POTTER ROAD - S.R. 1346 -- - - - - =- - -'
^� WATERLINE
Q V
ITEMS CORRESPONDING TO SCHEDULE B SECTION 11 WATERLINE ♦V^I I p
----ear---cam -UNDERGROUND GASLINE r p�q� z _+ � W
60' PUBL1 C R V V A Z
P-OH -OVERHEAD UTILITY LINE ALTA COMMITMENT-POLICYNO.5011400255728e q q
(EFFECTIVE DATE:NOVEMBER 7,2019) (BK. 176-39?) E-5
-SANITARY SEWER LINE FIRST AMERICAN TITLE INSURANCE COMPANY
SCHEDULE B-SECTION 11-EXCEPTIONS
QS -SANITARY SEWER MANHOLE
1. TAXES FOR THE YEAR 2020 AND SUBSEQUENT YEARS,NOT YET DUE AND PAYABLE.
-FIRE HYDRANT TAXES FOR THE YEAR 2019 DUE AND PAYABLE BUT NOT YET DELINQUENT. Lo
J
c L-
-WATER VALVE 2. THE COMPANY DOES NOT INSURE THE CALCULATION OF THE ACREAGE OR SQUARE FOOTAGE OF =1
co F
® -WATER WELL THE LAND. z
cs �
. -YARD INLET/AREA DRAIN 3. TITLE TO ANY PORTION OF LAND LYING WITHIN THE RIGHT OF WAY OF POTTERS ROAD AND SURVEYORS CERTIFICATION W
WESLEY CHAPEL ROAD. mommom"a 'o
-RAILROAD TRACK
4. RURAL LINE PERMIT TO MONROE TELEPHONE CO. RECORDED IN BOOK 145, PAGE(S) 59, UNION CERTIFY TO:
® -MONITORING WELL COUNTY REGISTRY.AFFECTS THE PROPERTY TO THE EXTENT SHOWN. - MILLS VENTURE,LLC
FIRSTAMERICAN TITLE INSURANCE COMPANY ao�tmnwu+u9rrrr
0 -ELECTRIC BOX/TRANSFORMER ��a" CAR
5. RIGHT OF WAY TO STATE HIGHWAY COMMISSION RECORDED IN BOOK 176, PAGE(S) 391, UNION THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH
-CURB INLET COUNTY REGISTRY.AFFECTS THE PROPERTY TO THE EXTENT SHOWN. IT IS BASED WERE MADE 1N ACCORDANCE WITH THE 2016 MINIMUM
STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS,
---so -STORM DRAIN JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES
6. MEMORANDUM OF ACTION RECORDED IN BOOK 1469, PAGE(S) 557, UNION COUNTY REGISTRY. UTILITY NOTES ITEMS 1, 2, 3, 4, 5, 6a, 7a, 7b, 8, 9, 11 and 13 OF TABLE A THEREOF. THAT _ 1
AFFECTS THE PROPERTY TO THE EXTENT SHOWN.
---w -WATER LINE THERE ARE NO BOUNDARY LINE GAPS OR GORES AND THAT THE LEASE
THE LOCATION OF UTILITIES SHOWN HEREON ARE FROM OBSERVED EVIDENCE OF ABOVE PARCEL AND EASEMENT PARCEL ARE CONTIGUOUS. �� SURD
----x----x- -FENCE LINE 7. CONSENT JUDGEMENT RECORDED IN BOOK 1533, PAGE(S) 302, UNION COUNTY REGISTRY. GROUND APPURTENANCES ONLY. THE SURVEYOR WAS NOT PROVIDED WITH UNDERGROUND THE FIELD WORK WAS COMPLETED ON JANUARY 15.2020.
AFFECTS THE PROPERTY TO THE EXTENT SHOWN. PLANS TO DETERMINE THE LOCATION OF ANY SUBTERRANEAN USES. THIS SURVEYOR MAKES '"�iprr��rrlrrW`Htp�o"``�
-ZONING LINE NO GUARANTEE THAT THE UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES 1N THE DATE OF PLAT 0 :JANUARY 20,
8. ANY DISCREPANCY, CONFLICT, ACCESS, SHORTAGE IN AREA OR BOUNDARY LINES, ENCROACHMENT, AREA, EITHER IN SERVICE OR ABANDONED. THERE IS NO CERTAINTY OF THE ACCURACY OF GRAPHIC SCALE
----T-dG---T-�-UNDERGROUND TELEPHONE ENCUMBRANCE, VIOLATION, VARIATION, OVERLAP, SETBACK, EASEMENT OR CLAIM OF EASEMENT, THE INFORMATION AND IT SHALL BE CONSIDERED IN THE LIGHT BY THOSE USING THIS SURVEY-
RIPARIAN RIGHT, AND TITLE TO LAND WITHIN ROADS, WAYS, RAILROADS, WATERCOURSES, BURIAL UTILITIES AND STRUCTURES NOT SHOWN MAY BE ENCOUNTERED. THE OWNER, HIS 0 40' 80,
-FEMA 1%ANNUAL CHANCE FLOOD ZONE i4E" GROUNDS, MARSHES, DREDGED OR FILLED AREAS OR LAND BELOW THE MEAN HIGHWATER MARK CONSULTANTS AND HIS CONTRACTORS SHALL HEREBY DISTINCTLY UNDERSTAND THAT THIS Sheet
OR WITHIN THE BOUNDS OF ANY ADJOINING BODY OF WATER, OR OTHER ADVERSE SURVEYOR IS NOT RESPONSIBLE FOR THE SUFFICIENCY OF THE UNDERGROUND UTILITY
CIRCUMSTANCE AFFEECTING THE TITLE THAT WOULD BE DISCLOSED BY A CURRENT INSPECTION INFORMATION PROVIDED HEREON, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ( IN FEET ) RUSS L L. V0HITEHURST
® AND ACCURATE AND COMPLETE LAND SURVEY OF THE LAND. ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT 1 inch = 40 ft. PROFESSIONAL LAND SURVEYOR#3661
-FEMA REGULATORY FLOODWAY PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. STATE OF NORTH CAROLINA - 1 . 0

ADDINGTON CROSSING
PHASE 1
COMMON OPEN SPACE
PLAT CAB.
NOW OR FORMERLY
TAX PIN:06-021-043 -�
ZONED:R40 SSMH
l? RIM 576.23 r
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(BK. 1469-557; r -dp
n
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MISC.
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1 STRUCTURES ' AND WELLS , F ANY, WERE REPORTED AS urban design . landscape architecture
112"E1P
1 �49 26 II LARRY
28208
BK. 1070-98 PERKINS 704 332.1204 . www.dpr.design
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112"EIR NOW OR FORMERLY QUAN SONG BUILDINGS AND MSC. STRUCTURES N THE PROJECT
A x SECT• 186• TAX PIN:06-021-002A NC Firm License�C-0560
YUNXIA PAN
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V.577.6' ` s2�2p. BK. 6306-625
I
WERE FENCE S�°7 5. NOW OR FORMERLY
MEANDERS W1 TAX PIN:06-123-001K CLIENT/OWNER
I SSMH ��3gE PROPERTY LINE �15�,�p� ZONED:R40 APPROPRIATELY ABANDONED PER NCDOT 2050R NCDEQ MILLS VENTURES, LLC.(R. DEAN HARREL)
RIM 575.13 ro`L 5615 POTTER ROAD
REG. 15 A N C A C 02C. 0113. MATHE W614 NORTH CAROLINA 28104
7-194 24"PVC�l l l l , 112"NIR AT BASE
994
E-6 E-7 di OF 42"OA TREE
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EAGLE ENGINEERING
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v UTI TY EASE f"SQUARE d� 8F NOW OR FORMERLY 2013A VAN BUREN AVE.
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FORT MILL, SOUTH CAROLINA 29715
1,596 SCE,FT. APPROX.LOCATION OF �' TAX PIN:06-024-004-01 �� \orb ' krz
704.504.1717
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JOHN T-REID - =r -- ; 67.372 ages t // / °'� 28� ZONED:Roo *LOCATION APPROXIMATED. FOR ACTUAL LOCATION, REFER 8K.912-243poE&SC SHEETS. MUST BE INSTALLED BEFORE CLEARING, GRA ,
NO W OR FORMERL Y ` , _ \ d�
TAX PIN:06-024-004B �� AND/OR DEMOLITION.
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v 6
� THIS SECTION OF THE UTILITY ESMT.:
„OWB,. '� �� J r ��IN TREE PROTECTION SUPER SILT FENCE.
7,973 SQ.FT. `' �� _�� r 9 VALDUMIER DASILVA
_ AM"sB^ E-4 ssT \\ r 1 - _ = ¢ BK. 767-7r LOCATION APPROXIMATED. FOR ACTUAL LOCATION, REFER TO
�T �� NOW OR FORMERLY E&SC SHEETS. MUST BE INSTALLED BEFORE CLEARING, GRADING,
PRICE lIRILL CREEK F \ OVERHEAD U LITYLINE POND \ `�, �� �_� d�� TAX PIN: D:R4-001C AND/OR DEMOLITION. REFER TO SHEET C6-3 FOR SSF DETAIL.
_ SS, SUBJECT T 0'MAINTENANCE "OWA" \ \ �`
S� ZONED:R40
F i \S
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IT R ORDED 1N BK. 145-59. SUBJECT TO 20'MAINTENANCE _ 2"EIP \�
g 1� M �
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\ ` 7 S$5 J SK,5 50 37K �` 912"EIR ' N67°y r 5� W f PER BK.
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SEAL
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Y TREE PROTECTION NOTES DEMOLITION NOTES LEGEND
E
p 2. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF DEMOLITION AS GUTTER TO BE REMOVED 1. TREE PROTECTION BARRICADES/FENCING MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING, OR CONSTRUCTION BEGINS, 1. PRECONSTRUCTION MEETING W/OWNER, ENGINEER,AND CITY IS REQUIRED, PRIOR TO DEMOLITION. ASPHALT PAVEMENT AND/OR CURB& R
AND NOT REMOVED UNTIL FINAL INSPECTION. CA
L OB/
j� 2. BEFORE DEMOLITION,GRADING, OR CONSTRUCTION BEGINS, CALL NCDEQ FOR INSPECTION OF THE TREE PROTECTION FENCE. DESCRIBED BY THESE DOCUMENTS AND SPECIFICATIONS. CONTRACTOR IS TO OBTAIN ALL PERMITS. _ _ _ _ _ O °°- ,�S S/
0 3. TREE PROTECTION FENCE MUST MEET OR EXCEED TREE ORDINANCE STANDARDS. 3. THE CONTRACTOR SHALL COORDINATE ACCESS PLAN FOR VEHICULAR AND PEDESTRIAN ACCESS =____ CONCRETE PAVEMENT TO BE REMOVED a� SEAL �<
v 4. TREE PROTECTION FENCE SHALL BE LOCATED PER PLAN IN COMPLIANCE WITH TREE PROTECTION DETAIL ON SHEET C6-3. DURING CONSTRUCTION W/OWNER, PRIOR TO DEMOLITION.
U 4. THE CONTRACTOR SHALL COORDINATE MATERIALS TO BE SALVAGED W/OWNER PRIOR TO DEMOLITION. 030523
5. NO SOIL DISTURBANCE OR COMPACTION,CONSTRUCTION MATERIALS,TRAFFIC, BURIAL PITS,TRENCHING OR OTHER LAND
DISTURBANCES IS ALLOWED IN THE TREE PROTECTION ZONE. 5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DEMOLITION OR RELOCATION WITH a•°°. j ��c'
SUPER SILT FENCE WITH TREE PROTECTION FENCE-LOCATION IS
G
d) 6. NO GRUBBING WITHIN THE TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED.SUPPLEMENT 1-2"OF MULCH. APPLICABLE UTILITY COMPANIES, IE, GAS, CABLE, POWER TELEPHONE,WATER, SEWER, ETC. APPROXIMATE. REFER TO SITE OR GRADING SHEETS FOR EXACT LOCATION. .S.y°=aGINEa���
j RESEED WITH GRASS ONLY IN GRADED/DISTURBED AREAS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO IMMEDIATELY FIXANY ACTIVE UTILITIES DAMAGED TREE PROTECTION FENCE-LOCATION IS APPROXIMATE. REFER TO SITE OR NGU \
7. BRUSH,VINES,AND SMALL TREES(LESS THAN 4"IN DIAMETER, OR AS SMALL AS 2"CALIPER) INSIDE THE SETBACK MAY BE DURING CONSTRUCTION AT CONTRACTOR'S EXPENSE.THE OWNER WILL PAY TO MOVE REPAIR ANY GRADING SHEETS FOR EXACT LOCATION.
HAND-CLEARED ONLY,CUT FLUSH WITH GROUND SURFACE. EXISTING TREES MAY BE LIMBED UP TO 6 FEET FROM GRADE(AT LEAST UTILITIES ENCOUNTERED DURING CONSTRUCTION WHICH ARE NOT IDENTIFIED ON CONSTRUCTION
cV DOCUMENTS OR SITE SURVEY.
2/3 OF THE BRANCHES SHOULD BE LEFT)TO IMPROVE VISIBILITY.
8. EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH A SHARP PRUNING TOOL, BACKFILL IMMEDIATELY TO MINIMIZE EXPOSURE TO 7. ALL MATERIALS GENERATED BY THE DEMOLITION WILL BE HAULED FROM SITE AND DISPOSED OF PER SCALE
U AIR. LOCAL AND STATE REGULATIONS. AS INDICATED
8. PRIOR TO EXCAVATION, SAW-CUT CONCRETE,ASPHALT PAVEMENT, SIDEWALK,AND CURB AND GUTTER
O 9. PRUNING OF EXISTING TREES SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ARBORIST ASSOCIATION(NAA)STANDARDS, TO LIMITS INDICATED ON PLAN.
a LATEST EDITION, IN A MANNER THAT PRESERVES THE NATURAL CHARACTER OF THE CROWN. DRAWING
0 10. ROOT PRUNING SHALL BE KEPT TO AN ABSOLUTE MINIMUM.THE CUT SHALL BE MADE NO MORE THAN 6"INCHES BEHIND LIMIT OF 9. DEMOLITION OF STORM DRAINAGE AND SANITARY SEWER SYSTEM(S)BY CONTRACTOR SHALL ALLOW
N PROPOSED IMPROVEMENTS(CURB,WALL, ETC.)TO A DEPTH OF 2'BELOW THE SOIL SURFACE. ROOT PRUNING EQUIPMENT SHALL BE FOR CONTINUOUS USE OF THE SYSTEM(S). DEMO PLAN
®
o KEPT SHARP TO ENSURE THAT ROOTS ARE CUT CLEANLY AND ARE NOT BROKEN OR TORN. BACKFILL EXPOSED ROOTS IMMEDIATELY 10. COORDINATE POWER POLE REMOVAL, RELOCATION,AND REPLACEMENT W/DUKE ENERGY
N TO MINIMIZE EXPOSURE TO AIR. 11. COORDINATE DEMO/RELOCATION OF GAS AND ELECTRIC SERVICES WITH MEP PLANS AS NEEDED.
N Know what's below.
Call before you dig.
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COPYRIGHT©2020 DPR ASSOCIATES,INC.THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES,INC.AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED.NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE:24"X 36"