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DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B
<br /> DEMOLITION NOTES:
<br /> m
<br /> 1. ALL DEMOLITION,TRANSPORT,AND DISPOSAL OF WASTE MATERIALS SHALL BE IN W
<br /> j ACCORDANCE WITH ALL APPLICABLE TOWN,COUNTY,STATE AND FEDERAL
<br /> ORANGE COUNTY ! REGULATIONS. SITE IMAGES o
<br /> DB 205 PG 242 I! 2. REGULATED MATERIALS SUCH AS ASBESTOS, LEAD, ETC. MAY EXIST ON SITE AND
<br /> I j SHALL BE IDENTIFIED AND A PLAN FOR DEMOLITION AND DISPOSAL PRESENTED TO
<br /> 100-YR FLOODPLAIN II AND APPROVED BY THE COUNTY AND OWNERS PRIOR TO COMMENCING DEMOLITION
<br /> PB 102 G 6 ON CORRESPONDING STRUCTURES.
<br /> P 3 .
<br /> PIN 02 P 9874153612
<br /> I
<br /> i
<br /> I j 3. THE LOCATIONS OF ALL EXISTING FEATURES SHOWN ON THIS SHEET WERE
<br /> .PROVIDED AS PART OF THE SURVEY REFERENCED ON THIS SHEET OTHER
<br /> GEOTHERMAL WELL FIELD i i
<br /> UNIDENTIFIED UTILITIES OR SITE FEATURES MAY EXIST AND SPECIAL CARE SHALL BE �.°III� Pill
<br /> �w ���
<br /> PB 110 PG 91 I I EXERCISED DURING ANY SUBGRADE WORK OR DEMOLITION TO PREVENT
<br /> UNINTENDED LOSS OF SERVICE TO SURROUNDING PROPERTIES. ������
<br /> 4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS FOR WORK IN THE 'e°����I��,�,�f
<br /> INCDOT RIGHTS OF WAY.ANY DAMAGED INFRASTRUCTURE IN THE RIGHTS-OF-WAY
<br /> i CAUSED BY CONSTRUCTION ACTIVITIES MUST BE REPAIRED TO NCDOT STANDARDS. ���� � � U)
<br /> r THIS INCLUDES,BUT IS NOT LIMITED TO UTILITIES,CURB&GUTTER, PAVEMENT, z
<br /> I SIGNS AND ROADSIDE SWALES. `���`r�"7`-f
<br /> 5. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN, IF REQUIRED BY ���"ot. ti
<br /> ENCROACHMENT PERMIT TO NCDOT FOR APPROVAL PRIOR TO ANY WORK WITHIN ILL!a e h` ���`� •
<br /> o I THE NCDOT RIGHT-OF-WAY. - / 00`\�`� `�1 fr_
<br /> 6. ALL UTILITIES TO BE DEMOLISHED TO BE REMOVED, DISPOSED OF,AND/OR
<br /> ` I j ABANDONED PER THE CORRESPONDING SERVICE PROVIDERS GUIDELINES.
<br /> NDERGROUND ELEPHONELI TAKEN FROM - -_�1` 17. ALL LANDSCAPING THAT IS DISTURBED SHALL BE REPLACED IN KIND. ALL AREAS
<br /> PLANS 8 RM&N DATED RIL 19,2013 -51�\ I ° !I DISTURBED BY CONSTRUCTION SHALL BE RESODDED WITH GRASS MIXTURES TO
<br /> (APPROXIM E-NOT MARK FOR THIS SU EY) OUT=509.0 __ / I MATCH EXISTING LAWN. `
<br /> ASPHALT -
<br /> `� ;SURVEY / EXISTING CONDITIONS 1 y �
<br /> NOTES:
<br /> I
<br /> RIGHT OF WAY ti � N
<br /> j 1. THIS IS NOT A BOUNDARY SURVEY. PROPERTY LINES AND EASEMENTS BASED ON
<br /> % f �JO \ REFERENCES NOTED HEREON.
<br /> ul c I� I 2. CONTRACTORS TO FIELD VERIFY ALL UNDERGROUND UTILITIES PRIOR TO ANY H8 fill 111 111 ,,•, ••• w°w
<br /> 7��� .. d == mt=_______ z w
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<br /> CONSTRUCTION. UNDERGROUND UTILITIES WERE FIELD MARKED FOR THIS ___, ����____ 111 111 ���� ��� - o o o o Lu _
<br /> 1M=506.5 u \ ! I SURVEY BY McADAMS IN MARCH 2O20. THERE MAYBE UNDERGROUND UTILITIES Q�,�-=- jj�jl Ij _ ���� = 1111 w o z w Z'm_°z
<br /> e =504.5 N f� �" /N=504 _ -':- _-_-�_- Q U }w�w_} ¢o w o
<br /> s DEMO 6"TCP BEYOND THOSE SHOWN HEREON. __ _ _ W °v U:o "
<br /> •"9 I I 3. PORTIONS OF THE SUBJECT PROPERTY ARE SITUATED IN A DESIGNATED FLOOD y=__-__==m __-====ter_ Q j p Q�LL=z z w p
<br /> l =504.5SE ° HAZARD ZONE ACCORDING TO F.E.M.A..SEE F.E.M.A. PANEL 3710987400K DATED - -- _ ° ¢¢z °
<br /> r=5oa.3 " . ���' :• ZFEIVIAZONE'X" i T _ - _ _ w o a
<br /> R1M=502.9 DEMO ROOF%IK, XX•• j I 11/17/17. 0� w ��aw� �= 1Qw
<br /> ASPHAL/ •• PVC E" C7 LU 3: L-U
<br /> DRAIN PIPE I,• I I 4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT, x W ¢ w w¢o z
<br /> 4"TCP P - I THEREFORE THERE MAY BE ENCUMBRANCES ON THESE PROPERTIES NOT SHOWN = - '' C7 Ca o z a po¢o °
<br /> NOT UND /NV=502.1 REPLACE ROOF I o HEREON. ` ° - -E" W z oz°v z o?=x w 3 z
<br /> DEMO STAIRWELL, ! W a oZ�¢>z���-o
<br /> Q DRAIN PIPE TO TIE r ": ¢w w n-
<br /> G I 5. HORIZONTAL GROUND DISTANCES SHOWN UNLESS OTHERWISE NOTED. " p< >w w �
<br /> I R CONCRETE SLAB,AND INTO NEW 8"PVC I I ; O
<br /> I ti DRAINAGE STRUCTURE. ! 6. WETLANDS, IF PRESENT ON SUBJECT PROPERTY,HAVE NOT BEEN DELINEATED FOR i U C7 0 z W u° o=°
<br /> / CAP AND PLUG 4"TCP AT ! waTERaER�Au(i T THIS SURVEY " W i W cwi?°°o a o W
<br /> w ° 7. VERTICAL DATUM BASED ON USGS MONUMENT"543". ELEVATION=541.77(NAVD'88) -Z z¢,°>_o °
<br /> . DRAINAGE STRUCTURE ® � F° w J=�m o
<br /> ZD AE SEE IMAGE 1 C/� 8. NO SEWER CLEAN-OUTS FOUND FOR SANITARY SEWER SERVICE FROM BUILDING.
<br /> r I REPLACE ROOF DRAIN V - -
<br /> / DEMO CONCRETE PADS; PIPE WITH 6"PVC TO TIE s ! o
<br /> EXISTING LANDSCAPING INTO NEW 8"HDPE DEMO 6"TCP I w w
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<br /> • •• DEMO ROOF DRAIN PIPE w ORANGE COUNTY SOLID WASTE NOTES• "'
<br /> SEE I AGE 4 co � � ' w w
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<br /> DEMO DRAINAGE i v 1. PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITY ON THE SITE,THE _ o
<br /> STRUCTURE i APPLICANT SHALL HOLD A PRE-DEMOLITION/PRE-CONSTRUCTION CONFERENCE 0 ") 1_ U)
<br /> RI M=S .0 TWO STORY BRICK I WITH THE COUNTY'S SOLID WASTE STAFF.THIS MAY BE THE SAME MEETING HELD Q o M
<br /> 15"RCP 1N=5 2.6 "TCP GOVERNMENT SERVICES ANNEX / ! o WITH OTHER DEVELOPMENT OFFICIALS. w w w
<br /> T=501.2 ' O T=502.5 RIM=510. I C W � U_ W
<br /> TC . 208 S.CAMERON ST. 1N=508.1 2. BY ORANGE COUNTY ORDINANCE:ALL CLEAN WOOD WASTE,SCRAP METAL AND C9 � �
<br /> • OUT-5o8.0 - y�/ •- ! -•' DEMO
<br /> S AND RECYCLED.
<br /> CARDBOARD PRESENT IN CONSTRUCTION WASTE, MUST BE ,:' ; � � >bt '' - ��-'�' � ¢ z [If Q p
<br /> FINISHED FLOOR ELEV.=512.11 I z >- Q w w
<br /> 3. BY ORANGE COUNTY ORDINANCE,ALL HAULERS OF CONSTRUCTION WASTE MUST , r Y W 0 � } C
<br /> HANDRAILS; r, ~ J ~ z 00 J U) �
<br /> I SAWCUT C B o BE PROPERLY LICENSED. U ¢ V O z a o
<br /> AND AS ALT BRIO ano h PRESERVE -1 � -) o � � � N
<br /> 6R/ S/DEW _ BRICKS FOR 4. ANY DUMPSTER AREA GATE DESIGN WILL INCLUDE GATE RETAINERS. O ¢ O Q a U o
<br /> AS R UIRED 5. THE USER WILL BE RESPONSIBLE FOR OPENING GATES TO DUMPSTER AREA ON X 0 Q (D ,
<br /> ' I EPL E 8"TCP DEMO i ° NEW WALKWAY +r d d o 0 � oo
<br /> /
<br /> CONCRETE ,-,, DEMO 8" COLLECTION DAYS OF ANY MATERIALS TO BE COLLECTED FROM THIS LOCATION.
<br /> TOP SEE IMAGES 2 ITH 8"PVC 6. IF ANY VEHICLES ARE PARKED IN THE REFUSE OR RECYCLABLES COLLECTION
<br /> RAMP AND i I AND 3
<br /> 67CP I VEHICLE ACCESS AREA,THE CONTAINERS WILL NOT RECEIVE SERVICE UNTIL THE
<br /> HANDRAILS DEMO i NEXT SCHEDULED COLLECTION DAY.
<br /> 0
<br /> IL CONCRETE ! 7. ORANGE COUNTY WILL NOT BE RESPONSIBLE FOR ANY PAVEMENT DAMAGE THAT
<br /> SIDEWALK i MAY RESULT FROM SERVICE VEHICLES. - O ° °ESS/ °°
<br /> DEMO ROOF I 8. ORANGE COUNTY SOLID WASTE MANAGEMENT WILL PICK UP RECYCLABLES FROM _ °° �� O�°°
<br /> I _ Q 9
<br /> j IPARIAN a C DRAIN PIPES !I o ROLL CARTS.WASTE MANAGEMENT,A PRIVATE VENDOR,SHALL BE CONTRACTED _ ° SEAL < °° _
<br /> STREAM BU ER sus •.'� I WITH OWNER TO PICK UP SOLID WASTE AND CARDBOARD. "
<br /> 0 0 24627 _Noc=sn/ o DEMO I 1z' cP � y, °° F o° <v
<br /> S m _ �� • DRAINAGE! R1M=511.8 =ro `�' i O o
<br /> > OUT=508.6 i °
<br /> R1M=509.6 sow• STRUCTUR� ° ;lN °
<br /> j M=50 .1 /N=503.84NW I BURIED ax %� ° NGINE� J
<br /> ' I DEM CURB /N=5 .2 /N=503.84N I JUNCTION /' Q° A°°°S�`\\
<br /> s AN GUTTER = 1 -- 1N=503.84E 'RIM-50 .6 BOX I
<br /> O 503
<br /> DEMO RAMP AND OUT=503.64 /N=507
<br /> Tco BRING TO GRADE DEMO 6"TCP OUT= 06.9
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<br /> WITH FILL DIRT
<br /> GE CO U Y I - SEE IMAGE 6
<br /> -� ut ut u ut
<br /> D8205PG2 RE OVE ONE JOIN OF 15" L It
<br /> ae----uu -ue---- a-- pe e SAWCU CURB
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<br /> 36 D SPHA
<br /> -PB 102 P RC AND REPLACE ITH FES _ ' A REQUIRED D 8"TCP i -v = r„T''• �'"- W m
<br /> P/N 987 153612 REGRADE AS ECESSARY / I ET - -- " x
<br /> SEE IMAGE 5 1 _ - e pe S Z B e----ue--- -"e�,• t -- - �� I ', w
<br /> y, �- 6 IN=501.1 S G P 1 I Z
<br /> OUT=500.9
<br /> OUT= 0 �e �• :• W
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<br /> 15'RCP r ' I - W @ c0
<br /> --- ------- �••. .. a 1 15'RCP J 12" P � �l it ..=s`' � � � CO
<br /> RIM- 0755 "-- 12"RCP ue-- R1M=505 Z
<br /> J -499.47 - ------- I ue---- I I s N
<br /> -500.1 6 ue
<br /> ue----Oe 1N=50 .2 / W co
<br /> ---I--- f� T=500.1 - OU =502.7 so a A i o s -
<br /> - FMAZONEX i sawcuT - _ Q 1--
<br /> -- --_ m ,0, REMOVE EXP ED`, i CONCRETE
<br /> -- I=501.73 PVC ANDS P F ZONEAt ooi '
<br /> REPLACE CURB Z _ X
<br /> - ---- 1N=501.7 I I r m
<br /> OUT=501.5 PUMP RAMP(TYP.) m C?
<br /> R1M=502.81 `'--'--- -------------- ,:• •�. II �i W ._ a00o
<br /> 1N-498.6 \ ,° - �� i C Q 0 M
<br /> OUT= 8.27 I / --- -- --__
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<br /> RIM=504.62 -------- I 4 .^ .,s, - ,: c W
<br /> IN=498.95 ------------ - CONCRETE I I ENTIRE �' o N.04 0 3
<br /> j OUT=49 . 5 ---I� _ __ - REPLACE CURB PROPERTY U J M 2 3:
<br /> I 10' KEENERGYE SEMENT _�2AMP(T----- I o BOUNDARY
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<br /> V 100-YR FLOODPLAIN I < .. <` '" '�? :� � > ����v� 4 i1���8 -
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<br /> N:845,432.55
<br /> E:1,971,511.21
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<br /> DB 2045 PG 12 w U co G
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<br /> ' PIN 9874152266 �O J
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<br /> PROJECT NO.
<br /> • 20-0014
<br /> DRAWING NAME:
<br /> CONTRACTOR SHALL NOTIFY"NC811"(811)OR(1-800-632-4949)AT GRAPHIC SCALE 20-0014 XC
<br /> LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION GRAPHIC SCALE
<br /> OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. 10 0 5 10 20 40 SHEET NO.
<br /> CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE 1100 0 50 100 200 400
<br /> THEIR OWN LOCATOR SERVICES INDEPENDENT OF"NC811". REPORT
<br /> Know what's below. ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. (IN FEET) ���
<br /> Call before you dig. 1 inch= 20 ft. 1 inch FE200 ft.
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