NCC232919_Site Plan or Location Map_20230927

CALEDONIA TANK
iiiiiiiiiiiiiiiiiiiiiiiiiThir TEMPORARY CONSTRUCTION
CONSTRUCTION EASEMENT
SCHEDULE OF SYMBOLS CONSTRUCTION SEQUENCE: STORAGE AREA
NEW 16"
NEW WATER 1. COMPLETE CONSTRUCTION OF 20", 16", 12", AND 8" WATER LINES. ,rYy, WATER LINE 4p CS*qqX
2. INSTALL FIRE HYDRANTS. PROVIDE TEMPORARY VALVES AND CORPORATION STOPS ��, il��. ®�`��,� 4QyO
w EXISTING WATER AS NEEDED FOR TESTING. ��
3. FLUSH AND DISINFECT NEW WATER LINE. � .,%..:� /� 'otk
SS EXISTING SEWER 4. ENGINEER SHALL APPROVE AND STATE OF NORTH CAROLINA SHALL PROVIDE FINAL IV/
.,_-�APPROVAL OF NEW LINE.DE EXISTING OVERHEAD ELECTRIC 5. CONNECT CONNECTIONS TO EXISTING SYSTEM. ` ,.6. AS DIRECTED BY ENGINEER, CLOSE AND ABANDON VALVES AND ABANDON EXISTING .�.�
UE EXISTING UNDERGROUD ELECTRIC LINES AS SPECIFIED. .,, tIl*W*
41c EXISTING GAS 7. RESTORE ALL SURFACES. E Cy,
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ely
T b.at ,uT EXISTING TELEPHONE
E0 EXISTING FIBER OPTIC ,/ �'�,'
SD EXISTING STORM GENERAL NOTES: NEW 12" `Z� Mc ��,WATER LINE1. CONSTRUCTION ENTRANCES SHALL BE LOCATED AS SHOWN ON CONTRACT DRAWINGS. , •A(� �`
-- PROPERTY LINE 2. CPROPERTY OMPLETEDLIWTHIN AND
CONSTRU RIGHT-OF-WAYS
EASEMENTS OR APPROXIMATE. ALL
OF WORK SHALL BE Y.
;� . ,, , ��''
EDGE OF PAVEMENT (EOP) 3. SIZE, LOCATION, AND DEPTH OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE O`�� •'♦j��,,��` ,©,�/'','• '
UNLESS OTHERWISE NOTED. THESE LOCATIONS ARE NOT INTENDED TO BE EXACT AND * .*1* •^�/�� '� m
xx xx SILT CHECK FENCE MAY NOT BE COMPLETE. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY ��i��� `� 1. ••
COMPANIES AND FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO `,, ,^1� '�J.,, ,�/
TREE LINE CONSTRUCTION. LOCATE AHEAD OF PIPE LAYING OPERATIONS TO ALLOW FOR �•��®,*' ..'� 1tW* i
.,./'�
ADJUSTMENT TO ALIGNMENT AND ELEVATION AS REQUIRED. NO SEPARATE PAYMENT . .
WILL BE MADE FOR FIELD VERIFICATION OR ADJUSTMENT TO DEPTH REQUIRED FOR �'�� ` ,,. ♦ ,�3,,,�� ,' �i, ,
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X x EXISTING FENCE PROPER INSTALLATION. ANY ADJUSTMENTS TO LAYOUT SHOWN SHALL BE SUBJECT TO �'�..` .. ,` ..� � �
OWNER/ENGINEER APPROVAL. CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, `'. ..` try ���` ', .
ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES TO EXISTING UTILITY LINES iNO
•- CREEK , '� ` •di 0` 17 \�,EASEMENTTION
AND/OR SERVICES. ��(�j` � `� ��,
PE NEW PERMANENT EASEMENT 4. EXISTING WATER AND SEWER SERVICES NOTED IN PROFILES ARE BASED ON
AVAILABLE DATA FROM FIELD INSPECTIONS. LOCATIONS ARE APPROXIMATE AND ` � ••', In � ,J'
SHOULD BE VERIFIED IN ADVANCE OF CONSTRUCTION. DEPTHS ARE UNKNOWN. Wee*lilt TEMPORARY �-
TCE TEMPORARY CONSTRUCTION EASEMENT ` CONSTRUCTION W 1
5. ALL CUTS IN PAVED SURFACES SHALL BE SAW CUT AND NEATLY RESTORED. ALL ``'�•� innSTORAGE AREAtli
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EXISTING CURB, SIDEWALK, OR DRIVEWAY TO BE REMOVED TO THE NEAREST JOINT. ` ,/,r�� ,1111� ` © 'I,- - - LIMITS OF DISTURBANCE6. ALL DISTURBED DITCHES SHALL BE STABILIZED WITH EXCELSIOR MATTING. IrPAVEMENT REPAIR 7. ANY DITCH WHERE WATTLES ARE INSTALLED SHALL BE RESTORED WITHIN �`'trill,-
PAVEMENT , 11111111 11.11•■ RV ''',,
�sa 111111 y1111� _ 1
NEW 12"
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8. PERMANENT GROUND COVER SHALL BE ESTABLISHED ON ALL DITCHES, SWALES, , _� 111 ■" 1 ' WATER LINE
EXISTING MANHOLE SLOPES GREATER THAN 3:1, AND SLOPES GREATER THAN 50' IN LENGTH WITHIN 7 ,STORM DRAINAGE MANHOLE WORKING DAYS. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED PERMANENT ' _� �m q�,�, ��GROUND COVER WITHIN 14 CALENDAR DAYS FROM LAST LAND DISTURBING ACTIVITY. , - 1111�111■■1= itNEW HYDRANT 9. DISTURBED AREA DELINEATED BY LIMITS OF CONSTRUCTION IS 10.0 ACRES. ` 111111�111111�■ 1�10.NEW WATER MAIN SHALL HAVE A MINIMUM OF 4 FEET OF COVER, UNLESS ' 11EXISTING FIRE HYDRANT OTHERWISE NOTED. NEW WATER LINES SHALL BE DUCTILE IRON. WATER LINE SHALL , 111 1111 1r11 �o BE RESTRAINED JOINT WHERE SHOWN. I, . , =:11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 11111 111 11111♦ •IZ H NEW VALVE , ..,.- •"mry ��.■AEL EXISTING PAVEMENT, DRIVEWAYS, GRAVEL ROADWAYS, PIPE CULVERTS, CULVERT III""■,".'— .""",
o Wv HEADWALLS, FENCES, SIGNS, MAILBOXES AND OTHER MISCELLANEOUS ITEMS WHEREAm
EXISTING VALVE REQUIRED TO COMPLETE CONSTRUCTION.
o 12.THIS PROJECT IS BEING CONSTRUCTED IN A BUSY RESIDENTIAL AREA OF tea:
z -7- SIGN LAURINBURG. THE CONTRACTOR MUST MAINTAIN ACCESS TO ALL HOMES AND MUST ��!_"IIIIIII'IIIIII'�Z.=„"„`
TAKE SPECIAL EFFORT TO COORDINATE THE WORK WITH THE CITY AND ITS `A -. .
CUSTOMERS.
S� POWER POLE ' �', ��� „IIII1IIIIIIII �■--•-
13.ALL GATE VALVES 2" AND LARGER SHALL BE RESILIENT SEATED WEDGE WITH 2" i
CO NI I LIGHT POLE SQUARE NUT. �' ::w::�0� .��=`,�
14.ALL WORK WITHIN CITY OF LAURINBURG AND NCDOT ROADWAYS SHALL BE DONE IN
z —< GUY WIRE ACCORDANCE WITH NCDOT POLICIES AND PROCEDURES. , ':'�1*.
��'''' ) �,015.EXCAVATED MATERIALS SHALL BE STOCKPILED UP GRADIENT OF TRENCHES WHENEVER0 / Eir
❑T TELECOMMUNICATIONS PEDESTALAOMSIBLU. ' iiiitirCil ■ m
o 16.A MINIMUM VERTICAL SEPARATION OF 12 INCHES SHALL BE MAINTAINED WHERE THEall PROPOSED WATER MAIN CROSSES STORM DRAINS OR OTHER UTILITIES, UNLESSQ '' :■
i- TREE OTHERWISE NOTED. A MINIMUM VERTICAL SEPARATION OF 18 INCHES SHALL BE NEW 20"
c MAINTAINED WHERE THE PROPOSED WATER MAIN CROSSES SANITARY SEWERS AND �.
zFORCE MAINS. ',;,WATER LINE jar
NEW 8" rir EfflED
B-XX APPROXIMATE BORING LOCATION AND NUMBER WATER LINE
17.ALL CONNECTIONS TO EXISTING LINES SHALL BE SCHEDULED AND COORDINATED WITH
w q •` ,•. 0i EXISTING 20"
r THE CITY OF LAURINBURG AT LEAST 48 HOURS PRIOR TO MAKING THE CONNECTION. `. `„ ®
WATER LINE
CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING
0 'g ' TEMPORARY CONSTRUCTION ENTRANCE LINE AS WELL AS MATERIALS NEEDED. ' IV
. �. `—L18.CONTRACTOR SHALL LIMIT STREET CLOSURES TO ONE BLOCK AT A TIME.USEWER SERVICE 19.ALL TRENCHES AND EXCAVATIONS SHALL BE BACKFILLED NIGHTLY OR COVERED WITH III ■
STEEL PLATES. I.
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WITS WATER SERVICE
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(7) CONSTRUCTION
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STORAGE AREA
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SCOTLAND
25 AUG 2022 o
PINES
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wq�FS�iCES.o�, DESIGNEIN D JCS 400' 0 400' 800' ,A, • • CITY OF LAURINBURG 1973.043
w'h is AREA MAP Sc GENERAL NOTES 1
!n MADE BY AMA Vv WATER FACILITIES
J 0, L._9'o EN G IN EERS AUGUST 2022
CHECKED GJW 1 ISSUED FOR BIDDING 25 AUG 22