SW4220602_Plansheet C1.1 - Existing Conditions_Survey_20220713

COGGIN REAL ESTATE, LLC
P/N ID: 6789-04-92-4369
D.B. 1899, PG. 379
ZONING: H/
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540.00'
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�15" 24* CPP
9Y <\ MIN. 8�22 � - INII 872.081
TO BE REMOVED \ TO BE REMOVED '13 CPP
_70W.• 88255
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NAIL (IBM) / \ \ \\\ NN P/N ID: 6789-04-92-4369
I I / NAD 83 (2011) NSRS ,� s \ D.B. 1899, PG. 379
N = 790, 911. 01 \\\ N- \ ZONING. HI
E = 1, 688, 887.65 N15-
_
I GRP INV 87825 o BE REMOVED -V = 878.87
LEX/NGTON /NVES7MENT I / / / I I \ I /
PRLLC 6789-04
P/N /D: 6789-04-80-4939
D.B. 2469, PG 2481 I 2" PVC
P.B. 18, PG 94 Oro / / I / BOLLARDS _ TOP. • 876.42
LOTS 12-14 ' I �( Ll / I TO BE REMOVED
ZONING:M1 I f 1 / LIGHT POLE
TO BE REMOVED I CONC
/ HYDRAULIC
BOX TO PVC Tom
1 TO BE REMOVED CONC • 881.35
TRASH HOPPER
f / / COMPACTOR
TO BE REMOVED
60' INGRESS, I / ) I SIGH HVAC PAD
EGRESS, REGRESS TO BE REMOVED 21z3'
U71LlTY EASEMENT OXYGEN TANK COMPRESSOR
GENERATOR
/I HVAC PAD
R� K COOL/TUG TOWER
COMPRESSOR HVAC PAD
- I / / � /
- ` 2" PVC
- EX. R/W MON / / / TOP• 861.65
L/OU/D NITROGEN
_ I TANK
TRANSIT A NAD 83 (20� 1) NIL SRS
I
�1W E N = 790, 736. 81 60' PUBLIC R
(PER P. B. 16 PG 94 E = 1,688,665.75 p p F
ELEV = 894.55 pA VED GRA VEL
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R/W - _ S_8640'05"E I F I
uNDE CABLE UMIDBOX 1CP 60.00' I �I I I II .y,v / \ DO
ND N
CABLE MARKER� 1111 � I �L/� I •
III �' II II 15.05E ACRES
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655, 490E SO. FT.
III I I I / NORDFAB SYSTEMS INC.
CONC PAD I 4 PVC I lJF PIN ID: 6789-04-90-0663
ITOP.' 883.80 / D.B. 1102, PG 766
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BUILDING
I I I I I FFE.• 881.28
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LOCA7701V OF
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TRACE -WAY PROPER77ES, LLC
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P/N ID: 6789-04-80-5458
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D.B. 1243 PG. IJ20
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P.B. 18, 94
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RIM ELEV 877.31
/N.• 876. 01
ORATE INLET
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INV OT.• U874.98
RIM ELEIA 885.05
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COMPACTOR
212. f'
ISD>B SPACES � TI 7NENCH DRAIN I I 1\ !L I I I. I TRENCH ORA/
II I \tico D II RETAINING WALL
SD PAVED coNc k\ \ ��'�v 0\ TO REMAIN UNDISTURBED
III \_�.
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G I G I G I TOSREMAIN UNDISTURBED O
III \ \ \ \ \ 14 SPACES �I-
BOLLARD
� TO REMAIN UNDISTURBED
GRASS b APPROXIMATE
LOCA7701V OF
NAIL (TBM,� _p,S' S CONC WATER LINE
NAD 83 (2011) NSRS f1 a W
N = 790, 361.43 SAVED GRATE INLET SD
E = 1,688,717.70,,\\ RIM ELEV 879.94 7B�RC,o\
ELEV = 884.06 \ INV IN. 877.04
\ \ �� INV OUT- 876.94 STORM SEWER &WATER LINE SD \
SHALL REMAIN UNDISTURBED
DURING PAVEMENT DEMOLITION
SD
%2" IP BENT
PLANTER
PLANTER
GRA7E INLET
RIM ELEV.` 881.02
UNABLE TO ACCESS
GRATE INLET
RIM ELEV: 877.43
INV IN: 875 48 "!
INV OUT, 875.36 u°3
- Ns\
PLANTER
N891061057W GRATE INLET J
KIMBERLY DAWN ✓OYCE ✓ONES 576.45' lNRIM ELEV: B77.05
V /N. B73.64 (18
P/N /0: 6 281, P . 126 33 INV IN. 873.60 (15) GRATE INLET
D.B. 2281, PG 126
WIRE FENCE RUNS ALONG ZONING: R10 INV OUT- 87147 RIM ELEV: 877.27
PROPERTY LINE INV IN: 87.01
INV OUT- 872.89
15" CPP
INV 873.88
GRATE INLET
RIM ELEV 880.01
UNABLE TO ACCESS
ORATE INLET
RIM ELEV 879.8E
UNABLE TO ACCESS
f0" PVC
70P.• 874.62
GRATE INLET
RIM ELEV 879.93
UNABLE TO ACCESS
15" CPP
TUP 874.48
• ' GRA VEL
•
` GRATE INLET
RIM ELEV: 879.21
• INV IN: 875.78
• INV OUT- 875.50
GRAVEL GRATE INLET
• • • PLANTER RIM ELEV 880.07
UNABLE TO ACCESS
90.0'
CABLE MARKER UNDERGROUND
CABLE BOX
M
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11.0' N 9.2' yf CONC PAD
s0' w
_. i` x r1 h 18.0' 441 (\
2
S GES 8 SPACES
CONC PAD 6.y
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SP CESII I I I I 8I I
• SPAICESI I I
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A VED / b
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/ 15' LP 1,Y
PA VED / 6.53
2
n �B 18' 1fP
?4' RCP 18' RCP
INV} 872.53
2" IP BENT
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15" CPP
INV 876.60
N867521 "W
24" RCP 303.42'
INV 872.33
OAK LAWN ENTERPRISES, LLC
PIN ID: 6788-02-99-3685
D.B. 1167, PG. 26
ZONING. R10
%2" IP
COGGIN REAL ESTATE, LLC
P/N ID: 6789-04-90-6496
D.B. 1899, PG J70
P.B. 54, PG 20
3 ZONING: RAJ
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1 " IR 0.5' BG
EDGEW000 HOMES, INC.
P/N ID: 6788-02-99-7648
D.B. 1288, PG 1055
ZONING: R10
DEMOLITION NOTES:
1. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS ARE APPROVED PRIOR TO
BEGINNING ANY DEMOLITION WORK.
2. PRIOR TO BEGINNING DEMOLITION THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY SAFETY
MEASURES ARE INSTALLED TO PROTECT THE OWNER'S PROPERTY, PEOPLE, VEHICLES, AND THE
PUBLIC IN GENERAL.
3. ALL HAZARDOUS MATERIALS SHALL BE HAULED OFF -SITE LEGALLY, ON AN OWNER APPROVED
ROUTE, AND DISPOSED OF LEGALLY AT A LANDFILL PERMITTED TO ACCEPT THE SPECIFIC
HAZARDOUS MATERIAL.
4. DEMOLITION WORK SHALL BE PERFORMED DURING HOURS OF OPERATION AS APPROVED BY THE
OWNER'S REPRESENTATIVE.
5. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE THE TYPE AND
QUANTITY OF ALL SALVAGEABLE MATERIALS. THE CONTRACTOR SHALL ONLY HAUL -OFF THE
SALVAGEABLE MATERIAL AS APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE.
6. ALL DEMOLITION WORK SHALL MEET THE MINIMUM REQUIREMENTS OF OSHA, FEDERAL LAWS, STATE
LAWS, AND LOCAL LAWS. THE STRICTER SHALL GOVERN.
7. PRIOR TO BEGINNING DEMOLITION, THE CONTRACTOR SHALL ENSURE PHASE I SEDIMENT AND
EROSION CONTROL MEASURES ARE INSTALLED (CONSTRUCTION ENTRANCE, PERIMETER SILT FENCE,
ETC.)
8. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO THE SURROUNDING PROPERTIES AT
ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE OWNER'S
CONSTRUCTION REPRESENTATIVE AND COORDINATION WITH ADJACENT PROPERTY OWNERS.
9. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE
REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE
UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY
COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR
SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.
10. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM
THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR.
THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF
ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE
LOCATIONS OF EXISTING UTILITIES.
11. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE
REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY.
ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION, AND CLOSE COORDINATION WITH THE
UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.
CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT
OF WAY DURING CONSTRUCTION.
12. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN/RELOCATED WILL BE REPLACED/REPAIRED AT
CONTRACTOR'S EXPENSE.
DEMOLITION LEGEND
TO BE REMOVED
xTO BE REMOVED
Graphic Scale
50 25 0 50 100
1 inch = 50 feet
i REV DATE DESCRIPTION BY PROJECT 210238
o DATE 5/13/2022 THE SCALE BAR ,,��.0` \ CA,,�''�.��- SHEET N0.
R EXISTING CONDITIONS &DEMOLITION PLAN
i 2 SHOWN BELOW DAVIS • MARTIN • POWELL -�0 oFE 0 ---.
o DESIGNED BAP MEASURES ONE ® Q� A•L FINAL DRAWING NORDFAB SYSTEMS, INC.
3 DRAWN CCP INCH LONG ON E N G I N E E R S & S U R V E Y O R S CIA
w - NOT RELEASED FOR CONSTRUCTION
z 4 CHECKED BAP THE ORIGINAL .% 25496 BUILDING EXPANSION PROJECT
DRAWING. Know what's below. :� 6/is/Zoz2 �; FOR REVIEW/APPROVAL ONLY
Call before you dig. --',F/p FNGINE�� ��,`� 150 TRANSIT AVENUE
5 SCALE AS NOTED Y 9 I . </,9M PP��•�
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