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SITE SUITE 200
DULUTH,GEORGIA 30096
` NOTE: (770)925-0357
�� FUTURE NC 11: WORK SHOWN OFF OF THE PROPERTY IS BASED ON TOTAL SITE AREA *7.42 ACRES
°F 2' , RIGHTCT REFERENCE
THE UNDERSTANDING THAT THE PROPERTY OWNER
N:� B, PROJECT REFERENCE WILL ARRANGE ACCESS FOR CONSTRUCTION FOR PROPOSED ROW *0.36 ACRES
E:1,- 90•6.9 NUMBER HE-0009 THIS WORK. CONTRACTOR IS TO COORDINATE WITH
', OWNER TO ENSURE ACCESS TO THESE AREAS. ZONING LI LIGHT INDUSTRIAL / CqR''••,,�,
Pam,/fES - .
RBF 5/e'ONLINE EXISTING BUILDING t16,280 SF i O:�.' N'• ,�i
0 N:686,431.61 �� E 21 Q �C 5101 PROPOSED PROPOSED NLDINGL t23624 SF 11•�N6T0839W �4y �// \( �� N/FEXISTING PARKING TO REMAIN (INCLUDING 2HC SPACES)HITANHCI TDTALS : :c:r
7, Sp 1.37/1,000 SF
�3 �i�♦,��,�� �F \'i�� DB 652 PG 617 NOTES:
PID 117 174 1. NO WETLANDS ON SITE.
�� PROPOSED CONCRETE PAVEMENT ZONING: LI
4 ♦',./ A R EXISTING CONCRETE 2. NO FLOODPLAIN ON SITE PER FEMA FLOOD PANEL 1
u �S AREA=±3,600 SF TESTING PAD TO
.Q �`/ �// \ ,{y S \ 3710563600J.
VAU --....--......1".',.. EXISTING FIRE HYDRANT.
.° I, �4144/-__ --- `����\ ` N HOSE LAY TOMFURMHEST UM REMAIN LOCATION MAP 13
• N81.34'37"W .-- � ?p.
2,•� 96,00" �� I�/ ----, - -� ��_ \ ` 6S�?�1 f POINT OF THE BUILDING PROPOSED ASPHALT PAVEMENT
• "'III* / \ ��.� - AREA=t18,400 SF
O FO-==___ S� /��R\`�� ` / PARCEL117079
efir ./j 9/ _-� �� / � ` TIE INTO EXISTING CHINA GROVE,ROWAN COUNTY
FUTURE NCDOT ��� <� �\�`4 RIGHT-OF-WAY. \'- GRAVEL NORTH CAROLINA
a / may`
4,4"kri: PROJECT REFERENCE
NUMBER HE-0009 \ , '' � _
EXISTING FIRE HYDRANT. / TEC INDUSTRIES INC \7 TIE INTO PROPOSED GRAVEL
\N83.43.50"W �� .�. *275 LF OF MAXIMUM // i �,. EXISTING +
N7 �. _':,1� ' 3 DB 1356 PG 185 < AREA=f58,295 ilipp " yF
On'83• ` ,1j�'`�' / HOSE LAY TO FURTHEST / / P.2 m 979 �. _EBUILDIN // 32Fr. .7/ '� G41/ // �� gVE;ENT
''i7{:.:i.,-., ��\ /. ..` �� DOUBLE SWING GATE
N61'34'33"1AT >��' \ // / 4 -...... /1....�ti:ts;:i°d'.:� �c�,;` RBF 3/4" SO6'O2'S1"W 538.72'
�.: FUTURE NCDOT ROAD / // } \ ?4• :i,..: ..r.p ,, � r. PER DB 1356 PG 641 NOS'S4'01•E 642.45' Z
/ , , .. .„ .. BF 3/4' O
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PROJECTEFERENCE / .'::.'::.':.'::'. ,_s�I _ —` Z
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\ ���/ �1�, �� �� ,- EXISTING ALTEC o .. ° • ° ° ° • ° ° ��1/2' w
AV�� �;.�� ���� 4 SERVICE CENTER �� ) W
/ �� l'.•:-•
t16,280 SF h Q ti, ,•.
����� �1/4 ...!,.. FFE: t832.00 N F m�y c �� +��� .. .. .._..
�•�„, ��� ". - CONNECT PROPOSED METAL BUILDING TO o gfOPOgEO �y�Q • • • • • —• I Oct M
`i THE EXISTING METAL BUILDING. METAL RV/C 4 I - ': O
,o � �1 \��1"W\ BUILDING AND BUILDING SLAB DESIGN F 73q CFNTTeC I '' co N
�/•I �' 37 FF,•' 4 sr fq ti� N a
�1, BY OTHERS. CONTRACTOR SHALL y, Y.8 - EXISTING GRAVEL TO BEEt
/ �•, , COORDINATE WITH THE BUILDING PLAN 3?•Op )���:. STOCKPILED ONSITE AND — Q Z W J
�.' '�:`-•' �� REUSED R NECESSARY i
."/• �� EXISTING SHARED \��� slfi�lSlS•°., '''" .Q >, w N - TO.COWER GRADES I I Z W LLj Z a
, ACCESS EASEMENT .\U1 '�, s".:::".',;°�d'i JF(S11IN :;'.'- :i>('t;.,.%°Q a., `r PROPOSED 5' WIDE . ' I =N> 0
/ BETWEEN ALTEC AND W ...:,. x ,., .-:µ :::. .;e. oa
N CONCRETE SIDEWALK. ': : ::: :: ::::: : : : :::: ::::
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MI6 DRAWING MD DESIGN PPE illE PROPERTY OF THE CONSULTANT
d'a• II.'PRE NOT TO BE USED.REPRODUCED.OOPIE,11.1,101,ORM
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illE PRIOR WRITTEN COX-SENT Orile CONSULTANT.ALL COMMON
3 ................. � S8T37 2 . . .
�.-�--�- ER BD 1356 PG 641 p
/ SPECIFICALLY RESERVED.
/`,‘ I/ APPROVED FOR CONSTRUCTION
\ %y I .I d v S?Q'.$J, o' POSED , "� " I : N/F O NOT APPROVED FOR CONSTRUCTION
by ^ a 'I • „'`47 ?+w WIDE STORMWATERO / IHOWARD M TRUSTEE
EXISTING
�8p• PROPOSED 4' LANE
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d I GRAVEL TO ' DRAINAGE/ACCESS WIDE CONCRETE DB 1356 PG 641 a ;, -REVISIONS DATE—
N F RBF 1/2' EASEMENT VALLEY GUTTERPID 116 012 a o
MARTIN RALPH L I A I REMAIN I,;: 394,193s8 SQ. FT. M I o
DB 589 PG 531 I i I • ZONING:R LI Z I N
PID ZONING:
157
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PID 117 081
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\ IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS ARE Dw,wIN�FI�E
DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD CONDITIONS,
o THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY, AND SHALL NOT COMMENCE DRAWN BY GAF DRAWING NO.
Know what's below. OPERATION UNTIL THE CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY (IN FEET)
COLUMBIA Call before you dig. CONDITIONS ARE RESOLVED. 1 inch = 50 II. CIVIL ENGINEERS * LAND PLANNERS RODATEECTNO Ds1912024 C-1
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C ENGINEERING LANDSCAPE ARCHITECTS * SURVEYORS
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