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� '� 1 CASAR-LAWNDALE ROAD AREA MAP AND DRAWING INDEX
�' 11 . �-� �p 2 SAND HILL AND WILL DIXON ROAD AREA MAP AND PROPERTY INDEX
3-16 CASAR-LAWNDALE ROAD PLAN AND PROFILE
10 , IVESTER BOOSTER 17-32 SAND HILL AND WILL DIXON ROAD PLAN AND PROFILE
O .'� PUMP STATION 33 CASAR-LAWNDALE ROAD CONNECTION DETAILS
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CONSTRUCTION SEQUENCE:
SCHEDULE 0 F SYMBOLS 1. COMPLETE CONSTRUCTION OF 16" WATER UNE AND 12" WATER LINES.
2. INSTALL FIRE HYDRANTS. PROVIDE TEMPORARY VALVES AND CORPORATION STOPS AS NEEDED FOR TESTING.
3. FLUSH AND DISINFECT NEW WATER LINE.
NEW WATER O EXISTING MANHOLE 4. ENGINEER SHALL PROVIDE CERTIFICATION AND STATE OF NORTH CAROLINA SHALL PROVIDE FINAL APPROVAL OF NEW LINE.
5. CONNECT SERVICE CONNECTIONS AND CONNECTIONS TO EXISTING SYSTEM.
FM EXISTING FORCE MAIN 0 EXISTING POWER POLE 6. AS DIRECTED BY ENGINEER, CLOSE AND ABANDON VALVES AND ABANDON EXISTING LINES AS SPECIFIED.
7. RESTORE ALL SURFACES.
o G EXISTING GAS TEMPORARY CONSTRUCTION ENTRANCE
I GENERAL NOTES:
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w EXISTING WATER 16B-XX APPROXIMATE BORING LOCATION AND NUMBER 1. PROPERTY LINES AND RIGHT-OF-WAYS ARE APPROXIMATE. ALL WORK SHALL BE COMPLETED WITHIN CONSTRUCTION EASEMENTS OR RIGHT-OF-WAYS.
v 2. SIZE, LOCATION, AND DEPTH OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE UNLESS OTHERWISE NOTED. THESE LOCATIONS ARE NOT INTENDED TO
BE EXACT AND MAY NOT BE COMPLETE. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES AND FIELD VERIFY THE LOCATION AND DEPTH
SD EXISTING STORM LIMITS OF DISTURBANCE OF ALL UTILITIES PRIOR TO CONSTRUCTION. LOCATE AHEAD OF PIPE LAYING OPERATIONS TO ALLOW FOR ADJUSTMENT TO ALIGNMENT AND ELEVATION AS
ci REQUIRED. NO SEPARATE PAYMENT WILL BE MADE FOR FIELD VERIFICATION OR ADJUSTMENT TO DEPTH REQUIRED FOR PROPER INSTALLATION. ANY
Z ADJUSTMENTS TO LAYOUT SHOWN SHALL BE SUBJECT TO OWNER/ENGINEER APPROVAL. CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ANY DAMAGE
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OE EXISTING OVERHEAD ELECTRIC TCE TEMPORARY CONSTRUCTION EASEMENT CAUSED BY CONSTRUCTION ACTIVITIES TO EXISTING UTILITY LINES AND/OR SERVICES.
N. 3. ALL CUTS IN PAVED SURFACES SHALL BE SAW CUT AND NEATLY RESTORED. ALL EXISTING CURB, SIDEWALK, OR DRIVEWAY TO BE REMOVED TO THE
N NEAREST JOINT.
ro UGE EXISTING UNDERGROUND ELECTRIC PE NEW PERMANENT EASEMENT 4. ALL DISTURBED DITCHES SHALL BE STABILIZED WITH EXCELSIOR MATTING.
Q 5. ANY DISTURBED DITCH WHERE WATTLES ARE INSTALLED SHALL BE RESTORED WITHIN 7 DAYS.
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EG EXISTING FIBER OPTIC SILT CHECK FENCE 6. PERMANENT GROUND COVER SHALL BE ESTABLISHED ON ALL DITCHES, SWALES, SLOPES GREATER THAN 3:1, AND SLOPES GREATER THAN 50' IN LENGTH
O WITHIN 7 WORKING DAYS. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED PERMANENT GROUND COVER WITHIN 14 CALENDAR DAYS FROM LAST LAND
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Q DISTURBING ACTIVITY.
v 0 -- PROPERTY LINE / PROPERTY IRON / RIGHT-OF-WAY 7. DISTURBED AREAS DELINEATED BY LIMITS OF CONSTRUCTION IS 14 ACRES.
= UT EXISTING TELEPHONE
H- 8. NEW WATER MAIN SHALL HAVE A MINIMUM OF 4 FEET OF COVER, UNLESS OTHERWISE NOTED. NEW WATER LINES SHALL BE DUCTILE IRON PRESSURE
O CLASS 350 OR BETTER. WATER LINE SHALL BE RESTRAINED JOINT WHERE SHOWN.
Z —x x x— EXISTING FENCE 9. TRACER WIRE SHALL BE INSTALLED ALONG THE CROWN OF THE PIPE UTILIZING SOLID COPPER WIRE WITH NO SMALLER THAN 14 AWG.
pw 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF ALL EXISTING PAVEMENT, DRIVEWAYS, GRAVEL ROADWAYS, PIPE
CULVERTS, CULVERT HEADWALLS, FENCES, SIGNS, MAILBOXES AND OTHER MISCELLANEOUS ITEMS WHERE REQUIRED TO COMPLETE CONSTRUCTION.
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Et 11.ALL GATE VALVES 3" AND LARGER SHALL BE RESILIENT SEATED WEDGE WITH 2" SQUARE NUT.
= 12.ALL WORK WITHIN NCDOT ROADWAYS SHALL BE DONE IN ACCORDANCE WITH NCDOT POLICIES AND PROCEDURES.
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LLi 13.EXCAVATED MATERIALS SHALL BE STOCKPILED UP GRADIENT OF TRENCHES WHENEVER POSSIBLE.
0 14.A MINIMUM VERTICAL SEPARATION OF 12 INCHES SHALL BE MAINTAINED WHERE THE PROPOSED WATER MAIN CROSSES STORM DRAINS OR OTHER
UTILITIES, UNLESS OTHERWISE NOTED. A MINIMUM VERTICAL SEPARATION OF 18 INCHES SHALL BE MAINTAINED WHERE THE PROPOSED WATER MAIN
CROSSES SANITARY SEWERS AND FORCE MAINS.
co 15.ALL CONNECTIONS TO EXISTING LINES SHALL BE SCHEDULED AND COORDINATED WITH CLEVELAND COUNTY WATER AND ENGINEER AT LEAST 48 HOURS
Y PRIOR TO MAKING THE CONNECTION. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING LINE AS WELL AS MATERIALS
NEEDED.
0 16.DRIVEWAY CULVERTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH MIN. 15" CLASS III REINFORCED CONCRETE PIPE. NO SEPARATE
n PAYMENT WILL BE MADE FOR DRIVEWAY CULVERTS. DRIVEWAY CULVERTS WITHIN 3' OF NEW WATER LINES ARE LABELED.
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18 JUL 2023 17.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE TERMS AND CONDITIONS OF NCDEQ DIVISION OF WATER RESOURCES WATER
z O00H'0AR//0, QUALITY GENERAL CERTIFICATION NO. 4276 AND US ARMY CORPS OF ENGINEERS NATIONWIDE PERMIT NO. 58.
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5 �'.., �`: IN CHARGE GAW1r - 1988.024
Z q FA'GINEER:PO,. �A� • • CLEVELAND COUNTY WATER CASAR-LAWNDALE ROAD
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;WI��.``O DESIGNED LAW 600' 0 600' 1200' �'I I' _
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pp ID PROPERTY OWNER DEED BOOK/PAGE EASEMENT TYPE
lc 01 CARLA D. MOSS 1579/2312 PERMANENT
0 WILLIAM DEWAYNE SHEARIN AND PAMELA SHEARIN 1073/602 TEMPORARY
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li 3 LAMAR EDMOND GREENE 1492/68 TEMPORARY/PERMANENT
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GENERAL NOTES:
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ji 1. CONSTRUCTION ACCESS SHALL BE LIMITED TOE p� \ \
TEMPORARY AND PERMANENT EASEMENT AREAS AS
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I 2. CONTRACTOR SHALL PROVIDE TEMPORARY •4 Z -- \ i \ \ \.4
ANDCONSTRUCTION WHERE SHOWN ON THE CONSTRUCTION AT PAVED SURFACES \ pgSgR\ 3g :; \� +O,Y
N 3. CONTRACTOR SHALL COORDINATE ACCESS to
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THROUGH THE SITES AND PROVIDE EROSION i \
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z CONTROL MEASURES AS NEEDED OR DIRECTED. ire r ,0 m \
O 4. CONTRACTOR SHALL COORDINATE CONSTRUCTION •EliM \ rL Wl« O/kp N.
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18 JUL 2023
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....\•. N CHARGE CAWjr CLEVELAND COUNTY WATER SAND HILL AND WILL DIXON ROAD 1988024
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WATER FACILITIES AREA MAP AND PROPERTY INDEX 2
W CHECKED GJW 1 ISSUED FOR BIDDING 18 JUL 23 E N G I N E E R S JULY 2023