20110395 Ver 1_Site Plan_20110426

409Chlcayo Drive-'.quite 112
~•M w ~ FayelteJ~lle, NarEh Carolina 28306 ~
Phone: [phone]]]]
1121 ` n4"°•n.,, ax (910) 426-5]]7
License Number: C-2354
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SITE

1122 1'47 ANDERSON CRE NEAR SPRING LAKE, HARNETT C -REEK T WN HIP 0 S
' N RT AR LINA ~E 0 HC 0
~T COUNTY
NORTH
VICINITY MAP PROJECT NAME
d~
NOT TO SCALE
COOPERS
CREEK
EXISTING UTILITY OWNER INDEX O~ DRAWINGS PHASE II
WATER AND SEWER G1.1 - G2.2"= PROJECT NOTES ~~~C6.1 -SITE & EROSf~N CONTROL
HCDPU G1:1 - C1.2 -EXISTING CONDITIONS D E:TAI LS TAX ID# 0504.87.5022
RAY ROAD
goo nn~K~nney Parkway C2.0 - C2.2 -SITE PLAN' C6~2~~=~EROSIQN CONTROL DETAILS ANDERSON CREEK
TOWNSHIP
Lillington, North caro~ina 2~~c C3.1 - C3.4 -GRADING AND EROSION CONT 910-893-7575
J N~TRO L~~P~AN C6.3 - WATE R D ET~CLS NEAR SPRING LAKE HARNETT COUNTY
y
NORTH CAROLINA
contact: Tim Payseur - C4.1 - C4.3 -UTILITY PLAN C6.4 -WATER & S EWE R~~~D~ETAI LS
C5.1 - C5.:7 -PROFILES C6.5 - C6.6 - ST~ORN~=~, DETAI LS CLIENT
WELLCO
CONTRACTORS,
INC.
u ~ 511 Highway 210 North
Spring Lake, North Carolina 28390
Phone: [phone]
Faz: [phone]
~ o PROJECT INFORMATION
DESIGNED BY: SCOTT
DRAWN BY: SEAN
Know what's b@~OW.
CHECKED BY: CHRIS
Callbeto~eyoudig. CIVIL ENGINEER OWNER/DEVELOPER ' PROJECT NUMBER: 524 SURVEYOR
4D SITE SOLUTIONS, INC. WELLONS COMPANIES 4D SITE SOLUTIONS, INC. DRAWING SCALE
409 Ch+Cago Drive -Suite 112 243 South Bragg Boulevard 409 Ch-icaga Drive - SUlte ~ ~2 SEE SHEETS
Fayetteville, North Carolina 28306 Spring Lake, North Carolina 28390 Fayetteville, North Carolina 28806
910-426-6777 910 436-3131 9 ~ 026-6777 DATE RELEASED APRIL 20, 2011
Cnntart• Sr.~tt Rr~wn PF C~ntact• Rilly VVPll~ns ~~nt~ct~ Jimmv Holland PLS
email [e-mail] email: [e-mail] email: [e-mail]
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIC TO DIGGING IN ORDER TO HAVL, THE EXISTING UTILITIES LOCATED

LI09Chlcayo Drive-'.quite 112
FayelteJ~lle, NarEh Carolina 28306 ~
Fax(9o9~ ~ 777
License Number: C-2354
T
SITE NOTES EROSION CONTROL NOTES ~o~uTio~S, i~c
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR ~ENGWEEWNG SURVEYING ~GPb CONSTRUCTION LAYOUT
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE.
CONTRACTOR. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY AND INLET PROTECTION DEVICES WHEN THE STORAGE
WHERE EVIDENCE COULD BE FOUND TO VERIFY LOCATION. CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL PRIOR TO CONSTRUCTION OR EXCAVATION OF THE SITE, WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
THE GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE
COMPANIES TO VERIFY THE LOCATION OF THEIR REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT ~
RESPECTIVE UTILITIES. ALL DAMAGE INCURRED TO BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT
EXISTING UTILITIES DURING CONSTRUCTION SHALL BE FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A
REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE. PROPER BARRIER. 3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR
4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED
FEDERAL ADA AND LOCAL REQUIREMENTS. BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE
5. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE PLACE OR AT THE EARLIEST POSSIBLE POINT DURING
FACE OF SIDEWALK UNLESS OTHERWISE NOTED. CONSTRUCTION.
6. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. 3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES 7. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR
ACCORDANCE WITH STATE AND LOCAL LAWS AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH
REGULATIONS. CAROLINA EROSION AND SEDIMENT CONTROL PLANNING
8. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER AND DESIGN MANUAL.
HARNETT COUNTY AND STATE REGULATIONS. 4. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR REVISIONS
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS WHEN TRACKING OCCURS.
5. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE
(25) FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR
GRADING NOTES DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN
DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER,
1. ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL
THE CURB, UNLESS OTHERWISE NOTED. STOCKPILES BY PLACING SILT BARRIERS AROUND THE
2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL PILES. TEMPORARY STOCKPILES LOCATED ON PAVED LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE
WITH THE APPROVED EROSION AND SEDIMENTATION DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT
CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MORE THAN 24 HOURS.
MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY 6. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING
3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED,
BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY.
HAS BEEN COMPLETED 7. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED
4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL
CONTRACTOR AND THE OWNER TO PROTECT ADJACENT DENUDED AREAS IN WHICH GRADING OR SITE BUILDING
PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY AGAINST EROSION DUE TO RAIN, WIND AND RUNNING
FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR WATER WITHIN 14 DAYS. USE SEEDING AND MULCHING,
STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN EROSION CONTROL MATTING, AND/OR SODDING AND PROJECT NAME
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO STAKING IN GREEN SPACE AREAS AND OTHERWISE
VERIFY THE LOCATION OF ALL UTILITIES OR STRUCTURES APPROPRIATE MEASURES. USE EARLY APPLICATION OF
ABOVE AND BELOW GROUND, SHOWN OR NOT SHOWN ON GRAVEL BASE ON AREAS TO BE PAVED, THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL 8. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
DAMAGE TO ANY UTILITIES OR STRUCTURES CAUSED BY DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE
THEIR OPERATION. FINAL STABILIZATION AND PERMANENT VEGETATION HAS COOPERS
6. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDENR
DURING AND AFTER GRADING BY THE CONTRACTOR TO APPROVE THE ACTION PRIOR TO REMOVAL. CREEK
DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT 9. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED IS DETERMINED THAT THERE IS A SLOPE STABILITY CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. ACTIVITY.
7. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT 10. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL PHASE II
SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
BY SILT FENCE. ACTIVITIES.
8. APPROVED COPIES OF THE GRADING AND EROSION 11. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE
CONTROL PLANS SHALL BE ON THE PERMITTED SITE WHILE ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES WORK IS IN PROGRESS, PERFORMING WORK ON THIS PROJECT.
9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE 12. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN CHECKED FOR STABILITY AND OPERATION FOLLOWING
TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE
HANDLE THE STORM WATER ARE CONSTRUCTED, THE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL PROJECT NOTES
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. DESIGNED.
10. ANY DEVIATION FROM THE APPROVED GRADING PLAN 13. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED
SHOULD BE REPORTED TO THE ENGINEER OF RECORD SLOPES AND FILLS SHALL BE NO GREATER THAN THE
PRIOR TO IMPLEMENTATION OF THE CHANGE. ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
11. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR OTHER ADEQUATE EROSION CONTROL DEVICES OR
MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 STRUCTURES, IN ANY EVENT, SLOPES LEFT EXPOSED WILL, TEMPORARY EROSION CONTROL BLANKET OR EQUAL WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY
SUBSTITUTE. PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. CLIENT
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN
EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED
AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF WELLCO
CONSTRUCTION DEVELOPMENT.
CONSTRUCTION SEQUENCE 14. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL CONTRACTORS,
EROSION CONTROL MEASURES SHOWN AND ANY INC.
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND ADDITIONAL MEASURES REQUIRED TO CONTROL THE
HOLD PRE-CONSTRUCTION CONFERENCE. SEDIMENT DURING THE COURSE OF CONSTRUCTION. 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY 15. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
DIVERSION BERMS, AND TEMPORARY SILT FENCE WHERE NECESSARY, AND MULCHED ACCORDING TO THE DETAILS 511 Highway 210 North
SPECIFIED. HEREIN. Spring Lake, North Carolina 28390
3. CONSTRUCT PERMANENT WET POND TO BE USED AS A 16. THE CONTACT PERSON FOR EROSION CONTROL ISSUES Phone: [phone]
TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION. THAT ARISE ON SITE IS BILLY WELLONS JR. CONTACT Faz: [phone]
4. CLEAR AND GRUB THE SITE AS NEEDED. 910-436-3131.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS TO REMAIN GRASSED.
6. INSTALL UTILITIES.
7. INSTALL INLET PROTECTION ON ALL STORM WATER INLETS PROJECT INFORMATION
SHOWN.
8. PERFORM FINE GRADING. DESIGNED BY: SCOTT
9. INSTALL AND PREPARE BASE COURSE. DRAWN BY: SEAN
10. PAVE NEW STREETS. 11. FERTILIZE, SEED, AND MULCH ALL REMAINING DISTURBED
AREAS. CHECKED BY: CHRIS
12. REMOVE SEDIMENT FROM PERMANENT WET POND AND PROJECT NUMBER: 524
CONVERT TO DESIGN DIMENSIONS.
13. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO
REMOVE ALL TEMPORARY MEASURES. DRAWING SCALE
14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND
ACCORDING TO THE NCDENR EROSION CONTROL MANUAL. SEE SHEETS
DATE RELEASED
APRIL 20, 2011
SHEET NUMBER
G-1 ol
I

LI09Chlcayo Drive-'.quite 112
FayelteJ~lle, NarEh Carolina 28306 ~
Fax(9o9~ ~ 777
License Number: C-2354
T
UTILITY NOTES SERVICES SHALL BE 20" WIDE X 32" LONG ABS PLASTIC BOXES AT LEAST 20" SANITARY SEWER IN HEIGHT WITH PLASTIC LIDS AND CAST IRON FLIP COVERS IN THE CENTER OF ORDERS MUST BE APPROVED BY HCDPU AND THE PROFESSIONAL ENGINEER (PE) ~OI I ITIO^I~~ I~I~ IN WRITING AND PROPERLY DOCUMENTED IN THE RED LINE FIELD DRAWINGS. I I `i I
WATER THE LIDS. 1. THE PROFESSIONAL ENGINEER (PE) SHALL OBTAIN TALL OBTAIN AND SUPPLY A COPY OF THE 13, PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED UTILITY ~,ENG'NEE~N4~5uRvEYwG~~S~c°N°T~u~'oN~nY°uT~
1. THE FIRE MARSHAL'S OFFICE SHALL APPROVE ALL HYDRANT TYPES AND 18. THE UTILITY CONTRACTOR WILL INSTALL POLYETHYLENE SDR-9 WATER SERVICE SEWER PERMIT FOR THE CONSTRUCTION AND OPER )N AND OPERATION OF THE WASTEWATER EASEMENTS OR NCDOT RIGHT-OF-WAYS THE UTILITY CONTRACTOR IS REQUIRED
LOCATIONS IN NEW SUBDIVISIONS. HOWEVER, HARNETT COUNTY DEPARTMENT OF LINES THAT CROSS UNDER THE PAVEMENT INSIDE A SCHEDULE 40 PVC CONDUIT COLLECTION SYSTEM TO THE UTILITY CONTRACTOR CONTRACTOR BEFORE THE CONSTRUCTION TO NOTIFY ALL CONCERNED UTILITY COMPANIES IN ACCORDANCE WITH G.S.
PUBLIC UTILITIES (HCDPU) PREFERS THE CONTRACTORS TO INSTALL ONE OF THE TO ALLOW FOR REMOVAL AND REPLACEMENT IN THE FUTURE. TWO (2) OF THE SANITARY SEWER LINE, SEWER LIFT STATIO ~ LIFT STATION AND ASSOCIATED FORCE 87-102. THE UTILITY CONTRACTOR MUST CALL THE NC ONE CALL CENTER AT
FOLLOWING FIRE HYDRANTS: INDEPENDENT '/4" WATER SERVICE LINES MAY BE INSTALLED INSIDE ONE (1) - MAIN SHALL BEGIN. THE UTILITY CONTRACTOR MU (TRACTOR MUST POST A COPY OF THE 811 OR [phone] TO VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR I CAROLINA DEPARTMENT OF ENVIRONMENT TO THE BEGINNING OF CONSTRUCTION. EXISTING UTILITIES SHOWN IN THESE _ _
2. MUELLER -SUPER CENTURION 250 A-423 MODEL WITH A 5~/a" MAIN VALVE TWO (2") INCH SCHEDULE 40 PVC CONDUIT OR TWO (2) INDEPENDENT 1" WATER SEWER PERMIT ISSUED BY THE NORTH CAROLINA C I OF WATER QUALITY (NCDENR-DWQ) ON PLANS ARE TAKEN FROM MAPS FURNISHED BY VARIOUS UTILITY COMPANIES AND
OPENING THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE); SERVICE LINES MAY BE INSTALLED INSIDE ONE (1) -THREE (3") INCH SCHEDULE AND NATURAL RESOURCES -DIVISION OF WATER SUCTION, THE PERMIT MUST BE HAVE NOT BEEN PHYSICALLY LOCATED BY THE P.E. (LE. TELEPHONE, CABLE,
3. AMERICAN DARLING -MARK B-84-B MODEL WITH A 5%" MAIN VALVE OPENING 40 PVC CONDUIT, BUT EACH WATER SERVICE SHALL BE TAPPED DIRECTLY TO SITE PRIOR TO THE START OF CONSTRUCTION, TH THREE WAY TWO HOSE NOZZLES AND ONE PUMPER NOZZLE ; THE WATER MAIN. SPLIT SERVICES ARE NOT ALLOWED BY HCDPU. MAINTAINED ON SITE DURING THE CONSTRUCTION C JSTRUCTION OF THE SEWER SYSTEM WATER, SEWER, ELECTRICAL POWER, FIBER OPTIC, NATURAL GAS, ETC.),
( ) ~ 19. THE WATER MAINS , FIRE HYDRANTS, GATE VALVES, SERVICE LINES, METER IMPROVEMENTS. 4. WATEROUS -PACER B-67-250 MODEL WITH A 5/a MAIN VALVE OPENING ( ) 14. THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH UTILITY PIPE OR
SETTERS AND ASSOCIATED APPURTENANCES MUST BE RATED FOR 200 PSI AND 2. THE UTILITY CONTRACTOR SHALL NOTIFY HARNETT THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE) OR APPROVED PUBLIC UTILITIES HCDPU AND THE PROFESSIONAL FY HARNETT COUNTY DEPARTMENT OF LINE WHICH MAY CONFLICT WITH CONSTRUCTION OF PROPOSED SANITARY SEWER
HYDROSTATICALLY PRESSURE TESTED TO 200 PSI. THE HYDROSTATIC PRESSURE ( ) EQUAL FOR STANDARDIZATION. TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. 'ROFESSIONAL ENGINEER (PE) AT LEAST LINE EXTENSIONS WELL IN ADVANCE TO VERIFY LOCATIONS OF THE EXISTING - ~OMMENCING. THE UTILITY CONTRACTOR UTILITIES. THE UTILITY CONTRACTOR SHALL PROVIDE BOTH HORIZONTAL AND
5. FIRE HYDRANTS ARE INSTALLED AT CERTAIN ELEVATIONS. ANY GRADE CHANGE TEST(S) MUST BE WITNESSED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. )N CONFERENCE WITH MR. ALAN MOSS, VERTICAL CLEARANCES TO THE PROFESSIONAL ENGINEER (PE) TO ALLOW THE PE
IN THE VICINITY OF ANY FIRE HYDRANT WHICH IMPEDES ITS OPERATION SHALL THE UTILITY CONTRACTOR MUST NOTIFY HCDPU WHEN THEY ARE READY TO MUST SCHEDULE APRE-CONSTRUCTION CONFEREN :TOR AT LEAST TWO (2) DAYS BEFORE TO ADJUST THE SANITARY SEWER LINE DESIGN IN ORDER TO AVOID CONFLICTS
BECOME THE RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR CORRECTION. BEGIN FILLING IN LINES AND COORDINATE WITH HARNETT COUNTY TO WITNESS HCDPU UTILITY CONSTRUCTION INSPECTOR AT LEAS CORRECTIONS WILL BE MONITORED BY THE HCDPU UTILITY CONSTRUCTION ALL PRESSURE TESTING. CONSTRUCTION WILL BEGIN AND THE UTILITY CONTf JTILITY CONTRACTOR MUST COORDINATE WITH EXISTING UNDERGROUND UTILITIES. THE UTILITY CONTRACTOR SHALL
INSPECTOR AND THE HARNETT COUNTY FIRE MARSHAL, 20. THE UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC PRESSURE TEST USING WITH HCDPU FOR REGULAR INSPECTION VISITATION N VISITATIONS AND ACCEPTANCE OF THE COORDINATE WITH THE UTILITY OWNER AND BE RESPONSIBLE FOR TEMPORARY
6. THE PROFESSIONAL ENGINEER PE SHALL OBTAIN AND PROVIDE THE NCDENR COMPRESSED AIR OR OTHER INERT GAS ON THE STAINLESS STEEL TAPPING WASTEWATER SYSTEM(S). CONSTRUCTION WORK Sf ( ) PION WORK SHALL BE PERFORMED ONLY RELOCATION AND/OR SECURING EXISTING UTILITY POLES, PIPES, WIRES, CABLES,
"AUTHORIZATION TO CONSTRUCT" PERMIT TO THE UTILITY CONTRACTOR BEFORE SLEEVE(S) PRIOR TO MAKING THE TAP ON THE EXISTING WATER MAIN, THIS DURING THE NORMAL WORKING HOURS OF HCDPU OF HCDPU WHICH IS 8:00 AM - 5; 00 PM SIGNS AND/OR UTILITIES INCLUDING SERVICES IN ACCORDANCE WITH THE UTILITY
THE CONSTRUCTION OF THE WATER LINE SHALL BEGIN. THE UTILITY PNEUMATIC PRESSURE TEST MUST BE WITNESSED BY THE HCDPU UTILITY MONDAY THROUGH FRIDAY. HOLIDAY AND WEEKEN AND WEEKEND WORK IS NOT PERMITTED BY OWNER REQUIREMENTS DURING SANITARY SEWER LINE INSTALLATION, GRADING
CONTRACTOR MUST POST A COPY OF THE NCDENR "AUTHORIZATION TO CONSTRUCTION INSPECTOR. THE UTILITY CONTRACTOR SHALL USE ROMAC HCDPU. AND STREET CONSTRUCTION. BALL PROVIDE HCDPU AND THE UTILITY 15. WHEN MAKING A TAP ON AN EXISTING SEWER FORCE MAIN, THE UTILITY REVISIONS
CONSTRUCT" PERMIT ISSUED BY THE NORTH CAROLINA DEPARTMENT OF BRAND STAINLESS STEEL TAPPING SLEEVE(S) OR APPROVED EQUAL FOR ALL 3. THE PROFESSIONAL ENGINEER (PE) SHALL PROVIDE ENVIRONMENT AND NATURAL RESOURCES -DIVISION OF ENVIRONMENTAL TAPS MADE IN HARNETT COUNTY. ALL NEW WATER LINE EXTENSIONS MUST CONTRACTOR WITH A SET OF NCDENR APPROVED f APPROVED PLANS MARKED "RELEASED CONTRACTOR MUST HAVE A PERMIT FROM THE NORTH CAROLINA DEPARTMENT
HEALTH, PUBLIC WATER SUPPLY SECTION NCDENR-DEH,PWSS ON SITE PRIOR BEGIN WITH A RESILIENT WEDGE TYPE GATE VALVE SIZED EQUAL TO THE FOR CONSTRUCTION" AT LEAST TWO DAYS PRIOR 1 )AYS PRIOR TO CONSTRUCTION OF ENVIRONMENT AND NATURAL RESOURCES -DIVISION OF WATER QUALITY
( ) TO THE START OF CONSTRUCTION. THE PERMIT MUST BE MAINTAINED ON SITE DIAMETER OF THE NEW WATER LINE EXTENSION IN ORDER TO PROVIDE A MEANS COMMENCING. THE REGISTERED LAND SURVEYOR SURVEYOR (RLS) SHALL STAKE OUT ALL (NCDENR-DWQ) PRIOR TO BEGIN THE TAP WORK. THE UTILITY CONTRACTOR
THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS OF THE PROPOSED WATER OF ISOLATION BETWEEN HARNETT COUNTY'S EXISTING WATER MAINS AND THE LOT CORNERS AND ESTABLISH GRADE STAKES FOR STAKES FOR THE PROPOSED FINISH GRADE SHALL CONDUCT A PNEUMATIC PRESSURE TEST USING COMPRESSED AIR OR
LINES THAT WILL SERVE THIS PROJECT. NEW WATER LINE EXTENSIONS UNDER CONSTRUCTION. FOR EACH STREET BEFORE THE UTILITY CONTRACTi -Y CONTRACTOR BEGINS CONSTRUCTION OR OTHER INERT GAS ON THE STAINLESS STEEL TAPPING SLEEVE AND GATE VALVE
7. THE UTILITY CONTRACTOR SHALL NOTIFY HARNETT COUNTY DEPARTMENT OF 21. ALL WATER MAINS WILL BE CONSTRUCTED WITH SDR-21 PVC PIPE OR CLASS 50 INSTALLATION OF THE MANHOLES, SANITARY SEWEE JITARY SEWER GRAVITY LINE(S), SEWER LIFT PRIOR TO MAKING THE TAP ON AN EXISTING SANITARY SEWER FORCE MAIN. =ORCE MAIN(S). THE GRADE STAKES THIS PNEUMATIC PRESSURE TEST MUST BE WITNESSED BY THE HCDPU UTILITY
PUBLIC UTILITIES (HCDPU) AND THE PROFESSIONAL ENGINEER (PE) AT LEAST DUCTILE IRON PIPE RATED FOR AT LEAST 200 PSI OR GREATER. ALL PIPES STATIONS AND/OR SANITARY SEWER FORCE MAIN( TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. THE UTILITY CONTRACTOR MUST BE PROTECTED DURING LOADING, TRANSPORT, UNLOADING, STAGING, AND SHOULD BE SET WITH A CONSISTENT OFFSET FROM OFFSET FROM THE STREET CENTERLINE SO CONSTRUCTION INSPECTOR. THE UTILITY CONTRACTOR SHALL USE ROMAC
MUST SCHEDULE APRE-CONSTRUCTION CONFERENCE WITH MR. ALAN MOSS, INSTALLATION. PVC PIPE MUST BE PROTECTED FROM EXTENDED EXPOSURE TO AS NOT TO INTERFERE WITH THE STREET GRADING EET GRADING AND UTILITY CONSTRUCTION. BRAND STAINLESS STEEL TAPPING SLEEVE(S) OR APPROVED EQUAL FOR ALL
HCDPU UTILITY CONSTRUCTION INSPECTOR AT LEAST TWO (2) DAYS BEFORE SUNLIGHT PRIOR TO INSTALLATION. 4. THE UTILITY CONTRACTOR SHALL PROVIDE THE HC[ VIDE THE HCDPU UTILITY CONSTRUCTION TAPS MADE ON SANITARY SEWER FORCE MAINS IN HARNETT COUNTY. THE
CONSTRUCTION WILL BEGIN AND THE UTILITY CONTRACTOR MUST COORDINATE 22. ALL WATER MAINS WILL BE FLUSHED AND DISINFECTED IN STRICT ACCORDANCE INSPECTOR WITH MATERIAL SUBMITTALS AND SHOP S AND SHOP DRAWINGS FOR ALL PROJECT UTILITY CONTRACTOR SHALL USE ROMAC BRAND STYLE "CB" SEWER SADDLES
WITH HCDPU FOR REGULAR INSPECTION VISITATIONS WITH THE STANDARD SPECIFICATIONS OF THE HARNETT COUNTY DEPARTMENT OF MATERIALS PRIOR TO THE CONSTRUCTION OF ANY -ION OF ANY GRAVITY SEWER LINE(S), WITH STAINLESS STEEL BANDS OR APPROVED EQUAL FOR ALL TAPS MADE ON
8. AND ACCEPTANCE OF THE WATER SYSTEMS . CONSTRUCTION WORK SHALL BE PUBLIC UTILITIES. ALL WATER SAMPLES COLLECTED FOR BACTERIA TESTING WILL MANHOLE(S), SEWER LIFT STATION(S) AND ASSOCIE AND ASSOCIATED FORCE MAIN(S) IN EXISTING SANITARY SEWER GRAVITY LINES IN HARNETT COUNTY. 0 BE USED ON THE PROJECT MUST MEET 16, WHERE A NEW SANITARY SEWER FORCE MAIN IS CONNECTED TO AN EXISTING
PERFORMED ONLY DURING THE NORMAL WORKING HOURS OF HCDPU WHICH IS BE COLLECTED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR AND TESTED IN HARNETT COUNTY. THE MATERIALS TO BE USED C HCDPU AND BE APPROVED BY THE HCDPU MANHOLE IN THE HARNETT COUNTY SEWER COLLECTIONS SYSTEM, THE UTILITY
8:00 AM - 5:00 PM MONDAY THROUGH FRIDAY. HOLIDAY AND WEEKEND WORK THE HCDPU LABORATORY. THE ESTABLISHED SPECIFICATIONS OF HCDPU AND IS NOT PERMITTED BY HCDPU. 23. ALL FITTINGS LARGER THAN TWO (2") INCHES DIAMETER SHALL BE DUCTILE IRON. UTILITY CONSTRUCTION INSPECTOR. ALL SUBSTAN[ 1LL SUBSTANDARD MATERIALS OR CONTRACTOR MUST PROVIDE A PROTECTIVE COATING (COAL TAR EPOXY) FOR
9. THE PROFESSIONAL ENGINEER PE SHALL PROVIDE HCDPU AND THE UTILITY HCDPU REQUIRES THAT MECHANICAL JOINTS BE ASSEMBLED WITH GRIP RINGS AS MATERIALS NOT APPROVED FOR USE IN HARNETT I ( ) IN HARNETT COUNTY FOUND ON THE THE INTERIOR SURFACES OF THE MANHOLE TO PROTECT IT AGAINST EROSION
CONTRACTOR WITH A SET OF NCDENR APPROVED PLANS MARKED "RELEASED MEGALUG FITTINGS ARE NOT APPROVED BY HARNETT COUNTY FOR PIPE SIZES PROJECT SITE MUST BE REMOVED IMMEDIATELY WH IEDIATELY WHEN NOTIFIED BY THE HCDPU AND DETERIORATION FROM THE RELEASE OF SEWER GASES SUCH AS METHANE
FOR CONSTRUCTION" AT LEAST TWO DAYS PRIOR TO CONSTRUCTION SMALLER THAN TWELVE INCHES (12") DIAMETER. PVC PIPE USED FOR WATER UTILITY CONSTRUCTION INSPECTOR. AND HYDROGEN SULFIDE. ECTIONS SHOULD BE INSTALLED 90° 17, HCDPU REQUIRES THE UTILITY CONTRACTOR TO PROVIDE ALL NECESSARY
COMMENCING. THE REGISTERED LAND SURVEYOR RLS SHOULD STAKE OUT ALL MAINS SHALL BE CONNECTED BY SLIP JOINT OR MECHANICAL JOINT WITH GRIP 5. THE SANITARY SEWER LATERAL CONNECTIONS SHOI ( ) SEWER GRAVITY LINES WITH SCHEDULE 40 EQUIPMENT AND DEVICES FOR THE TESTING AND INSPECTION OF THE SANITARY
LOT CORNERS AND THE GRADE STAKES FOR THE PROPOSED FINISH GRADE FOR RINGS. GLUED PIPE JOINTS ARE NOT ALLOWED ON PVC PIPE USED FOR WATER (PERPENDICULAR) TO THE SANITARY SEWER GRAVI- CITY CONTRACTOR TO PROVIDE THE SEWER SYSTEM. THE EQUIPMENT AND DEVICES MAY INCLUDE BUT NOT LIMITED
EACH STREET BEFORE THE UTILITY CONTRACTOR BEGINS CONSTRUCTION OF THE MAINS IN HARNETT COUNTY, PVC PIPE. HCDPU REQUIRES THE UTILITY CONTRAi WATER LINES . THE GRADE STAKES SHOULD BE SET WITH A CONSISTENT 24. HCDPU REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER WIRE IN THE PROFESSIONAL ENGINEER (PE) WITH ACCURATE ME, CCURATE MEASUREMENTS FOR LOCATING TO MIRRORS, MANDRELS, SEWER BALLS, PLUGS, AIR COMPRESSORS AND
TRENCH WITH ALL WATER LINES. THE TRACER WIRE SHALL BE 12 GA. OFFSET FROM THE STREET CENTERLINE SO AS NOT TO INTERFERE WITH THE SANITARY SEWER SERVICE LATERAL AND ASSOCIAT ND ASSOCIATED EACH SANITARY SEWER ASSOCIATED COMPRESSED AIR LINES. IF THE HCDPU UTILITY CONSTRUCTION
STREET GRADING AND UTILITY CONSTRUCTION. INSULATED, SOLID COPPER CONDUCTOR AND IT SHALL BE TERMINATED AT THE CLEAN-OUT. THESE MEASUREMENTS SHOULD BE SHOULD BE TAKEN FROM THE NEAREST INSPECTOR DEEMS THAT A CLOSED CIRCUIT VIDEO CAMERA INSPECTION OF THE
10. THE UTILITY CONTRACTOR SHALL PROVIDE THE HCDPU UTILITY CONSTRUCTION TOP OF THE VALVE BOXES OR MANHOLES. NO SPLICED WIRE CONNECTIONS DOWNSTREAM MANHOLE UP ALONG THE SANITARY IE SANITARY SEWER MAIN TO THE IN-LINE NEWLY CONSTRUCTED SEWER SYSTEM IS NECESSARY, THEN ALL COSTS FOR THE
INSPECTOR WITH MATERIAL SUBMITTALS AND SHOP DRAWINGS FOR ALL PROJECT SHALL BE MADE UNDERGROUND ON TRACER WIRE INSTALLED IN HARNETT WYE FITTING (OR TAPPING SADDLE) AND THEN AN( COUNTY. THE TRACER WIRE MAY BE SECURED WITH DUCT TAPE TO THE TOP OF THE IN-LINE WYE FITTING OR TAPPING SADDLE T ND THEN ANOTHER MEASUREMENT FROM CLOSED CIRCUIT CAMERA INSPECTION WILL BE THE RESPONSIBILITY OF THE PROJECT NAME
MATERIALS PRIOR TO THE CONSTRUCTION OF ANY WATER LINE EXTENSION(S), ( ) THE PIPE BEFORE BACKFILLING. COMBINATION WYE FITTING AT THE BOTTOM OF THE G SADDLE) TO THE 4" X 4" LONG SWEEP UTILITY CONTRACTOR. ALL CLOSED CIRCUIT VIDEO CAMERA INSPECTIONS MUST iTTOM OF THE SEWER CLEAN-OUT STACK. BE RECORDED ON VHS TAPES THAT WILL RELEASED TO HCDPU FOR RECORD
AND ASSOCIATED WATER SERVICES IN HARNETT COUNTY. THE MATERIALS TO BE 25. THE UTILITY CONTRACTOR WILL PROVIDE PROFESSIONAL ENGINEER PE AND THE ( ) THESE FIELD MEASUREMENTS MUST BE PROVIDED 1 USED ON THE PROJECT MUST MEET THE ESTABLISHED SPECIFICATIONS OF HCDPU HCDPU UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE FIELD PROVIDED TO THE PROFESSIONAL KEEPING, REVIEW AND APPROVAL OF THE SEWER SYSTEM.
AND BE APPROVED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. ALL ENGINEER (PE) IN THE RED LINE DRAWINGS FROM ~NINGS FROM THE UTILITY CONTRACTOR FOR 18. ANY USE OF SEWER PLUGS TO TEMPORARILY BLOCK HARNETT COUNTY'S COOPERS
SUBSTANDARD MATERIALS OR MATERIALS NOT APPROVED FOR USE IN HARNETT DRAWINGS TO IDENTIFY THE INSTALLED LOCATIONS OF THE WATER LINE(S) AND PROPER DOCUMENTATION IN THE AS-BUILT RECORI BUILT RECORD DRAWINGS SUBMITTED TO EXISTING SANITARY SEWER LINES MUST BE COORDINATED WITH THE HCDPU COLLECTIONS SUPERVISOR AT LEAST TWO (2) DAYS IN ADVANCE OF INSTALLING
COUNTY FOUND ON THE PROJECT SITE MUST BE REMOVED IMMEDIATELY WHEN ALL ASSOCIATED SERVICES. ALL CHANGE ORDERS MUST BE PRE-APPROVED BY HCDPU.
NOTIFIED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. HCDPU AND THE PROFESSIONAL ENGINEER (PE) IN WRITING AND PROPERLY 6. THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE RESPONSIBLE TO LOCATE THE NEWLY THE PLUGS. THE SEWER PLUGS MUST BE REMOVED AS SOON AS POSSIBLE C R E E K
11. THE WATER MAINS , FIRE HYDRANTS, SERVICE LINES, METER SETTERS AND ALL DOCUMENTED IN THE RED LINE FIELD DRAWINGS. INSTALLED SANITARY SEWER GRAVITY LINE(S), SAN LINE(S), SANITARY SEWER FORCE MAIN(S), ONCE THE NEW SANITARY SEWER LINES HAVE BEEN INSPECTED, PRESSURE TESTED, MANDREL TESTED, APPROVED BY THE NORTH CAROLINA DEPARTMENT OF
ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN STRICT IN 26. THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH UTILITY PIPE OR SANITARY SEWER SERVICE LATERALS AND ALL A`. ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE HARNETT COUNTY LINE WHICH MAY CONFLICT WITH CONSTRUCTION OF PROPOSED WATER LINE CLEAN-OUTS IN THE PROPOSED SANITARY SEWEE 1 AND ALL ASSOCIATED SEWER ENVIRONMENT AND NATURAL RESOURCES -DIVISION OF WATER QUALITY ~ITARY SEWER SYSTEM FOR OTHER UTILITY (NCDENR-DWQ) AND ACCEPTED BY HCDPU TO ALLOW THE SEWER TO FLOW AS PHASE II
EXTENSIONS WELL IN ADVANCE TO VERIFY LOCATIONS OF THE EXISTING UTILITIES. ( ) DEPARTMENT OF PUBLIC UTILITIES (HCDPU). THE UTILITY CONTRACTOR SHALL THE UTILITY CONTRACTOR SHALL PROVIDE BOTH HORIZONTAL AND VERTICAL COMPANIES AND THEIR CONTRACTORS UNTIL THE ~ UNTIL THE NEW SANITARY SEWER LINE(S) DESIGNED IN HARNETT COUNTY'S EXISTING SANITARY SEWER LINES OR WHEN SO
BE RESPONSIBLE TO LOCATE THE NEWLY INSTALLED WATER MAIN(S), WATER CLEARANCES TO THE PROFESSIONAL ENGINEER PE TO ALLOW THE PE TO AND ASSOCIATED APPURTENANCES HAVE BEEN API EVE BEEN APPROVED BY THE NORTH ORDERED BY THE HCDPU COLLECTIONS SUPERVISOR TO LIMIT INTERRUPTIONS TO
( ) SERVICE LINES AND ALL ASSOCIATED METER SETTERS AND METER BOXES FOR ADJUST THE WATER LINE DESIGN IN ORDER TO AVOID CONFLICTS WITH EXISTING CAROLINA DEPARTMENT OF ENVIRONMENT AND NA1 ENT AND NATURAL RESOURCES -DIVISION THE NORMAL FLOW OF THE
OTHER UTILITY COMPANIES AND THEIR CONTRACTORS UNTIL THE NEW WATER UNDERGROUND UTILITIES. THE UTILITY CONTRACTOR SHALL COORDINATE WITH OF WATER QUALITY (NCDENR-DWQ) AND ACCEPTEC ND ACCEPTED BY HCDPU. 19. SANITARY SEWER COLLECTION SYSTEM(S). THE UTILITY CONTRACTOR MUST
MAIN(S) HAVE BEEN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF THE UTILITY OWNER AND BE RESPONSIBLE FOR TEMPORARY RELOCATION AND OR 7. THE SANITARY SEWER GRAVITY LINE(S), MANHOLE(`. / MANHOLE(S), SANITARY SEWER SERVICE PROVIDE THE PUMPS HOSES AND NECESSARY CONNECTORS FOR A TEMPORARY
ENVIRONMENT AND NATURAL RESOURCES -DIVISION OF ENVIRONMENTAL SECURING EXISTING UTILITY POLES PIPES WIRES CABLES SIGNS AND OR LATERAL(S) AND ASSOCIATED CLEAN-OUT(S) SHAL OUT(S) SHALL BE CONSTRUCTED IN STRICT PUMP AROUND SETUP IF REQUIRED BY THE HCDPU COLLECTIONS SUPERVISOR.
HEALTH, PUBLIC WATER SUPPLY SECTION (NCDENR-DEH, PWSS)AND ACCEPTED UTILITIES INCLUDING SERVICES IN ACCORDANCE WITH THE UTILITY OWNER ACCORDANCE WITH THE STANDARD SPECIFICATIONS BY HCDPU. REQUIREMENTS DURING WATER LINE INSTALLATION, GRADING AND STREET DEPARTMENT OF PUBLIC UTILITIES. THE SANITARY 'ECIFICATIONS OF THE HARNETT COUNTY MR. CURTIS SPEARS, HCDPU COLLECTIONS SUPERVISOR MAY BE CONTACTED
12. PRIOR TO ACCEPTANCE, ALL SERVICES WILL BE INSPECTED TO INSURE THAT CONSTRUCTION. PNEUMATICALLY PRESSURE TESTED WITH COMPRES`. HE SANITARY SEWER GRAVITY LINE(S) MUST BETWEEN 8:00 AM AND 5:00 PM MONDAY THROUGH FRIDAY AT [phone] PROJECT NOTES TH COMPRESSED AIR AT 5 PSI AND THE EXTENSION 3243.
THEY ARE INSTALLED AT THE PROPER DEPTH. ALL METER BOXES MUST BE 27. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED UTILITY SANITARY SEWER FORCE MAIN(S) MUST HYDROSTA~ .T HYDROSTATICALLY PRESSURE TESTED 20. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS
FLUSH WITH THE GROUND LEVEL AT FINISH GRADE AND THE METER SETTERS EASEMENTS OR NCDOT RIGHT-OF-WAYS THE UTILITY CONTRACTOR IS REQUIRED WITH WATER OR AIR AT 200 PSI AND WITNESSED E WITNESSED BY THE HCDPU UTILITY DUE TO LEAKAGE OR DAMAGE RESULTING FROM POOR WORKMANSHIP DURING
MUST BE A MINIMUM OF 8 BELOW THE METER BOX LID. METER SETTERS SHALL TO HAVE A SIGNED NCDOT ENCROACHMENT AGREEMENT POSTED ON SITE AND CONSTRUCTION INSPECTOR. THE ONE (1) YEAR WARRANTY PERIOD ONCE THE SEWER SYSTEM IMPROVEMENTS
BE CENTERED IN THE METER BOX AND SUPPORTED BY BRICK, BLOCK OR STONE. NOTIFY ALL CONCERNED UTILITY COMPANIES IN ACCORDANCE WITH G.S. 87-102. 8. PRIOR TO ACCEPTANCE, ALL SEWER SERVICE LATEf SERVICE LATERALS WILL BE INSPECTED TO HAVE BEEN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
13. THE UTILITY CONTRACTOR SHALL PROVIDE THE PROFESSIONAL ENGINEER (PE) THE UTILITY CONTRACTOR MUST CALL THE NC ONE CALL CENTER AT 811 OR INSURE THAT THEY ARE INSTALLED AT THE PROPE AND HCDPU UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE 28. 800 632-4949 TO VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO THE CLEAN-OUTS MUST BE INSTALLED SO THE 4" X 4' T THE PROPER DEPTH. ALL SEWER AND NATURAL RESOURCES -DIVISION OF WATER QUALITY (NCDENR-DWQ) AND
( ) , DRAWINGS IDENTIFYING THE COMPLETE WATER SYSTEM INSTALLED FOR EACH BEGINNING OF CONSTRUCTION. EXISTING UTILITIES SHOWN IN THESE PLANS ARE WYE IS AT LEAST THREE (3) FEET BUT NO MORE THE 4" X 4" LONG SWEEP COMBINATION ACCEPTED BY HCDPU. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR
PROJECT. THE RED LINE DRAWINGS SHOULD IDENTIFY THE MATERIALS, PIPE TAKEN FROM MAPS FURNISHED BY VARIOUS UTILITY COMPANIES AND HAVE NOT THE FINISH GRADE UNLESS OTHERWISE APPROVED JT NO MORE THAN FOUR (4') FEET BELOW ANY AND ALL REPAIRS DUE TO DAMAGES RESULTING FROM FAILURE TO LOCATE APPROVED IN WRITING BY HCDPU. THE THE NEW SANITARY SEWER LINES AND ASSOCIATED APPURTENANCES FOR OTHER
SIZES AND APPROXIMATE DEPTHS OF THE WATER LINES AS WELL AS THE GATE BEEN PHYSICALLY LOCATED OR VERIFIED BY THE P.E. LE. TELEPHONE CABLE SEWER CLEANOUTS SHALL HAVE A FOUR 4" SCHI ( ~ ~ ( ) IUR (4") SCHEDULE 40 PVC PIPE STUBBED UTILITIES AND THEIR CONTRACTORS UNTIL THE SANITARY SEWER LINES HAVE
VALVES, FIRE HYDRANTS, METER SETTERS, BLOW OFF ASSEMBLIES AND ALL UP FROM BOTH ENDS OF THE 4" X 4" LONG SWEE " LONG SWEEP COMBINATION WYE TO BE BEEN APPROVED BY NCDENR AND ACCEPTED BY HCDPU. HCDPU WILL PROVIDE
ASSOCIATED APPURTENANCES FOR ALL WATER LINES CONSTRUCTED IN WATER, SEWER, ELECTRICAL POWER, FIBER OPTIC, NATURAL GAS, ETC.). THE AT LEAST TWO 2' FEET ABOVE THE FINISH GRADI UTILITY CONTRACTOR WILL BE RESPONSIBLE TO REPAIR ANY AND ALL DAMAGES ( ) HARNETT COUNTY. THE RED LINE DRAWINGS SHOULD CLEARLY IDENTIFY ANY TO THE SATISFACTION OF THE RELATED UTILITY COMPANY. A FOUR 4" INCH TEMPORARY CAP TO KEEP OUT FINISH GRADE AND COVER EACH END WITH MAINTENANCE AND WARRANTY REPAIRS IF NECESSARY DUE TO LACK OF CLIENT
DEVIATIONS FROM THE NCDENR APPROVED PLANS. ALL CHANGE ORDERS MUST ( ) ~0 KEEP OUT DIRT, SAND, ROCKS, WATER RESPONSE WITHIN 48 HOURS OF NOTIFICATION OF WARRANTY WORK. HCDPU
BE APPROVED BY HCDPU AND THE PROFESSIONAL ENGINEER PE IN WRITING 29. THE UTILITY CONTRACTOR SHALL PROVIDE HCDPU WITH AT LEAST ONE (1) FIRE AND CONSTRUCTION DEBRIS. THE VERTICAL STACK RTICAL STACK ON EACH CLEAN-OUT MUST WILL INVOICE THE DEVELOPER AND/OR UTILITY CONTRACTOR FOR MATERIALS AND
( ) BE PROVIDED WITH A CONCRETE DONUT FOR PROT AND PROPERLY DOCUMENTED IN THE RED LINE FIELD DRAWINGS. HYDRANT WRENCH AND ONE (1) BREAK-AWAY FLANGE KIT FOR EVERY JT FOR PROTECTION. LABOR IN SUCH CASES.
14. POTABLE WATER MAINS CROSSING OTHER UTILITIES AND NON-POTABLE WATER SUBDIVISION WITH FIRE HYDRANTS DEVELOPED IN HARNETT COUNTY. THESE 9. ONCE THE SANITARY SEWER GRAVITY LINE(S) HAVE LINE(S) HAVE BEEN INSTALLED, 21. IN DEVELOPMENTS AND PROJECTS THAT REQUIRE UTILITY EASEMENTS TO BE WELLCO JD IN PLACE FOR AT LEAST 30 DAYS, THE ESTABLISHED FOR FUTURE HCDPU RIGHT-OF-WAY, THE REGISTERED LAND
LINES SANITARY SEWER STORM SEWER RCP ETC. SHALL BE LAID TO PROVIDE ITEMS MUST BE PROVIDED TO HCDPU BEFORE THE FINAL INSPECTION WILL BE PNEUMATICALLY PRESSURE TESTED AND IN PLACE ( ) UTILITY CONTRACTOR MUST CONTACT THE HCDPU l THE HCDPU UTILITY CONSTRUCTION SURVEYOR (RLS) MUST PROVIDE THE HCDPU RIGHT-OF-WAY AGENT WITH AN CONTRACTORS,
A MINIMUM VERTICAL DISTANCE OF TWENTY-FOUR 24" INCHES BETWEEN THE SCHEDULED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. IN ADDITION, ( ) THE UTILITY CONTRACTOR SHALL INSTALL A 4 X 4 CONCRETE VALVE MARKER INSPECTOR TO WITNESS THE MANDREL TEST ON EF . TEST ON EACH PVC SANITARY SEWER OFFICIAL COPY OF THE RECORDED PLAT AND LEGAL DESCRIPTION OF THE SAID
POTABLE WATER MAIN AND ALL OTHER UTILITIES. NCDOT REQUIRES THE NEW AT THE EDGE OF THE RIGHT-OF-WAY TO IDENTIFY THE LOCATION OF EACH GRAVITY LINE. THE UTILITY CONTRACTOR WILL N0~ WATER MAINS TO BE INSTALLED UNDER THE STORM WATER LINES. THE POTABLE GATE VALVE INSTALLED IN THE NEW WATER SYSTEM WITH THE EXCEPTION OF MANDREL TESTING. THE MANDREL AND PROVING F TOR WILL NOTIFY HCDPU TO SCHEDULE THE EASEMENT AS RECORDED WITH THE HARNETT COUNTY REGISTER OF DEEDS. THE ~NC~
WATER MAIN SHALL BE INSTALLED WITH TWENTY-FOUR (24") INCHES OF THE FIRE HYDRANT ISOLATION VALVES. THE CONTRACTOR SHALL MEASURE THE THE UTILITY CONTRACTOR. CLOSED CIRCUIT VIDEO ID PROVING RING MUST BE SUPPLIED BY RECORDED DOCUMENTS MUST BE PROVIDED TO THE HCDPU RIGHT-OF-WAY I,V
VERTICAL SEPARATION AND WITH DUCTILE IRON PIPE WHEN DESIGNED TO BE DISTANCE FROM THE CENTER OF THE CONCRETE MARKER TO THE CENTER OF THE UTILITY CONTRACTOR'S EXPENSE MAY BE REC ;IRCUIT VIDEO CAMERA INSPECTIONS (AT AGENT BEFORE THE UTILITY IMPROVEMENTS WITHIN THE SAID EASEMENT CAN BE
PLACED UNDER ANON-POTABLE WATER LINE SUCH AS SANITARY SEWER OR THE VALVE BOX. THIS DISTANCE IN LINEAR FEET SHALL BE STAMPED ON THE CONSTRUCTION INSPECTOR IF THE MANDREL TESTIS MAY BE REQUIRED BY THE HCDPU UTILITY PLACED INTO OPERATION. ANY AND ALL EASEMENTS THAT MUST BE OBTAINED NDREL TESTING CANNOT BE COMPLETED FROM ADJOINING PROPERTY OWNERS MUST BE PROVIDED TO HCDPU BY THE 511 Highway 210 North
( ) STORM SEWER LINES. IF THESE SEPARATIONS CANNOT BE MAINTAINED THEN BRASS PLATE LOCATED ON THE TOP OF THE CONCRETE VALVE MARKER. IN WITH SATISFACTORY RESULTS, THE SANITARY SEV~ SANITARY SEWER LINES SHOULD BE DEVELOPER AT NO COST TO HARNETT COUNTY. THE FINAL INSPECTION OF ALL Spring Lake, North Carolina 28390
THE WATER MAIN SHALL BE INSTALLED WITH DUCTILE IRON PIPE, BOTH THE LIEU OF INSTALLING THE CONCRETE VALVE MARKERS, THE UTILITY CONTRACTOR FLUSHED CLEAN USING A SEWER BALL OF THE PRi _ OF THE PROPER DIAMETER BEFORE ANY SANITARY SEWER SYSTEM IMPROVEMENTS CANNOT BE SCHEDULED WITH HCDPU Phone: [phone]
POTABLE WATER MAIN AND THE NON-POTABLE WATER LINE MUST BE CAST IRON MAY PROVIDE AT LEAST TWO MEASUREMENTS FROM TWO INDEPENDENT MANDREL TESTING CAN BE PERFORMED. THE UTILI D. THE UTILITY CONTRACTOR IS UNTIL THE STREETS HAVE BEEN PAVED, THE RIGHTS-OF-WAY AND UTILITY Faz: [phone]
OR DUCTILE IRON PIPE (DIP) IF THE STATE MINIMUM SEPARATIONS CANNOT BE PERMANENT ABOVE GROUND STRUCTURES TO THE PROFESSIONAL ENGINEER PE RESPONSIBLE TO REMOVE ALL DIRT, SAND, SILT, G ( ) MAINTAINED. THE DUCTILE IRON PIPE MUST BE LAID SO THE MECHANICAL IN THE RED LINE DRAWINGS TO IDENTIFY THE VALVE LOCATIONS. THE FROM THE NEWLY CONSTRUCTED SEWER LINES EXE SAND, SILT, GRAVEL, MUD AND DEBRIS EASEMENTS HAVE BEEN SEEDED AND STABILIZED WITH AN ADEQUATE STAND OF
JOINTS ARE AT LEAST (10') FEET FROM THE POINT WHERE THE POTABLE WATER PROFESSIONAL ENGINEER PE MUST INCLUDE THESE MEASUREMENTS IN THE HARNETT COUNTY'S EXISTING SANITARY SEWER SY~ .R LINES EXERCISING CARE TO KEEP THE GRASS IN PLACE TO PREVENT EROSION ISSUES ON SITE,
( ) MAIN CROSSES THE NON-POTABLE WATER LINE. AS-BUILT RECORD DRAWINGS SUBMITTED TO HCDPU. 10. THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE 'Y SEWER SYSTEMS CLEAN. RESPONSIBLE TO LOCATE THE NEWLY PROJECT INFORMATION
15. POTABLE WATER MAINS INSTALLED PARALLEL TO NON-POTABLE WATER LINES 30. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS INSTALLED SANITARY SEWER SYSTEMS FOR OTHEf FOR OTHER UTILITY COMPANIES AND
(SANITARY SEWER, STORM SEWER, RCP, ETC.) SHALL BE LAID TO PROVIDE A DUE TO LEAKAGE DAMAGE FROM POOR WORKMANSHIP DURING THE ONE 1 THEIR CONTRACTORS UNTIL THE NEW SANITARY SE SANITARY SEWER SYSTEM(S) HAVE BEEN
MINIMUM HORIZONTAL DISTANCE OF TEN (10) FEET BETWEEN THE POTABLE YEAR WARRANTY PERIOD ONCE THE WATER SYSTEM IMPROVEMENTS HAVE BEEN APPROVED BY THE NORTH CAROLINA DEPARTMENT DEPARTMENT OF ENVIRONMENT AND DESIGNED BY: SCOTT
WATER MAIN AND SANITARY SEWER MAINS, SEWER LATERALS AND SERVICES. ACCEPTED BY HARNETT COUNTY. HARNETT COUNTY WILL PROVIDE MAINTENANCE NATURAL RESOURCES -DIVISION OF WATER QUALI THE HORIZONTAL SEPARATION BETWEEN THE POTABLE WATER MAIN AND ANY AND REPAIRS WHEN REQUESTED AND BILL THE DEVELOPER AND OR UTILITY ACCEPTED BY HCDPU. WATER QUALITY (NCDENR-DWQ)AND DRAWN BY: SEAN
/ OTHER UTILITY OR STORM SEWER SHALL NOT BE LESS THAN FIVE (5) FEET. CONTRACTOR IF NECESSARY DUE TO LACK OF RESPONSE WITHIN 48 HOURS OF 11, HCDPU REQUIRES THAT THE UTILITY CONTRACTOR
THE POTABLE WATER MAIN MUST BE DUCTILE IRON PIPE IF THIS HORIZONTAL NOTIFICATION OF WARRANTY WORK. THE UTILITY CONTRACTOR WILL BE TRENCH WITH ALL SANITARY SEWER FORCE MAINS. ;ONTRACTOR INSTALL TRACER WIRE IN THE CHECKED BY: CHRIS
SEPARATION OF TEN (10') FEET CANNOT BE MAINTAINED. THE DUCTILE IRON RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO DAMAGES RESULTING FROM 12 GA. INSULATED, SOLID COPPER CONDUCTOR ANI ORCE MAINS. THE TRACER WIRE SHALL BE PROJECT NUMBER: 524 NDUCTOR AND IT SHALL BE TERMINATED
PIPE SHALL EXTEND AT LEAST TEN (10') FEET BEYOND THE POINT WHERE THE FAILURE TO LOCATE THE NEW WATER LINES AND ASSOCIATED APPURTENANCES AT THE TOP OF THE VALVE BOXES OR MANHOLES. ~ MANHOLES. NO SPLICED WIRE
MINIMUM REQUIRED HORIZONTAL SEPARATION OF TEN (10') FEET CAN BE FOR OTHER UTILITIES AND THEIR CONTRACTORS UNTIL THE WATER LINES HAVE CONNECTIONS SHALL BE MADE UNDERGROUND ON '.GROUND ON TRACER WIRE INSTALLED IN
RE-ESTABLISHED. BEEN APPROVED BY NCDENR AND ACCEPTED BY HCDPU. THE FINAL INSPECTION HARNETT COUNTY. THE TRACER WIRE MAY BE SEc :MAY BE SECURED WITH DUCT TAP TO THE DRAWING SCALE
16. METER SETTERS SHALL BE INSTALLED IN PAIRS ON EVERY OTHER LOT LINE OF WATER SYSTEM IMPROVEMENTS CANNOT BE SCHEDULED WITH HCDPU UNTIL TOP OF THE PIPE BEFORE BACKFILLING. THE TRAc G. THE TRACER WIRE IS NOT REQUIRED
WHERE POSSIBLE TO LEAVE ADEQUATE SPACE FOR OTHER UTILITIES TO BE THE STREETS HAVE BEEN PAVED, THE RIGHTS-OF-WAY AND UTILITY EASEMENTS FOR THE GRAVITY SEWER LINE(S) BETWEEN MANHO INSTALLED AT A LATER TIME. THE METER SETTERS SHALL BE INSTALLED AT HAVE BEEN SEEDED AND STABILIZED WITH AN ADEQUATE STAND OF GRASS IN 12. THE UTILITY CONTRACTOR SHALL PROVIDE THE PR( WEEN MANHOLES. SEE SHEETS
LEAST ONE (1') FOOT INSIDE THE RIGHT-OF-WAY AND AT LEAST THREE (3') TO PLACE TO PREVENT EROSION ISSUES ON SITE. AND HCDPU UTILITY CONSTRUCTION INSPECTOR WI1 VIDE THE PROFESSIONAL ENGINEER (PE) lSPECTOR WITH A SET OF RED LINE
FIVE (5') FEET FROM THE PROPERTY LINE BETWEEN THE LOTS. DRAWINGS IDENTIFYING THE COMPLETE SEWER SYSI SEWER SYSTEM INSTALLED FOR EACH
17. HCDPU REQUIRES THAT METER BOXES FOR '/4" SERVICES SHALL BE 12" WIDE X PROJECT. THE RED LINE DRAWINGS SHOULD IDEN1 SHOULD IDENTIFY THE MATERIALS, PIPE
17" LONG ABS PLASTIC BOXES AT LEAST 18" IN HEIGHT WITH CAST IRON SIZES AND APPROXIMATE DEPTHS OF THE SEWER l THE SEWER LINES AS WELL AS THE DATE RELEASED
LIDS/COVERS. METER BOXES FOR 1" SERVICES SHALL BE 17" WIDE X 21" LONG INSTALLED LOCATIONS OF THE MANHOLE(S), SANITY ICE(S), SANITARY SEWER GRAVITY LINE(S), APRIL20,2011
ABS PLASTIC BOXES AT LEAST 18" IN HEIGHT WITH PLASTIC LIDS AND CAST SANITARY SEWER SERVICE LATERALS, CLEAN-OUTS CLEAN-OUTS, SEWER LIFT STATION(S) AND
IRON FLIP COVERS IN THE CENTER OF THE LIDS. METER BOXES FOR 2" AssnriATFn Ff1Rl'.F MAIN(Cl THE RFC I INF CRAW ~ I INF f)RAWINf;S SH(1111 fl f:l FAR( Y
IDENTIFY ANY DEVIATIONS FROM THE NCDENR APPI NCDENR APPROVED PLANS. ALL CHANGE
SHEET NUMBER
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'E ELECTRICAL MANHOLE U ,'~1
?T TELEPHONE PEDESTAL ~ MH-x189 ~
© CABLE PEDESTAL 1 R1M: 261 s7 ~ ass INV IN: 253.03 ~ 1
® CATCH BASIN wv our: 253.02 ~ / 1 1 CREEK
D4 WATER VALVE ~ 1 a
?D WATER METER 1 /
®WATER SPIGOT s 'S SANITARY SEWER MANHOLE PHASE II
~C0 CLEANOUT ~ ~ ~ 1
TREE 1 s~ cI #30011 6 ;
1 HOOD. 262.44 2 0 ASPHALT ,1 INV: 257.36 so 1 c 1 NOTES: \ X 1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
0 CONCRETE ; ; ~ CI #30007 (BOX FLOODED) i'i _ , UNLESS OTHERWISE NOTED,
0 WETLANDS Hoop: 262. BOX FU 37 \ \ 0 2) COMBINED SCALE FACTOR: 0,99987259 ti`O LOCALIZATION POINT N: 547,596.874 E: 2,009,873.301
SOIL ROAD 1 of sEDI~ o. FLORENCE C. WELLONS ~ 1 DB 1406, PG 683 ~ ~1 CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY
i' ~ ~ / VIRTUAL REFERENCE SYSTEM. EXISTING x 3) LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
s• 1 ~ ~ / 10 INFORMATION REFERENCED ON THE FACE OF THIS MAP.
1 ti 4) NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY CONDITIONS . / THIS SURVEY,
~ f- S 1 / ~ ~ `~r 1 ~ 5 1 / ~ 5) THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE
I SEAN R. SEEVER CERTIFY THAT THIS SURVEY IS OF AN ~ L ` ~ r~. / G~~Z N SEARCH AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON. OTHER DOCUMENTS OF RECORD MAY AREA "A"
X , , ,,..,,n,,.," 1 G ~ CRE ATF 4 NEW STREET ~R ~HAN6E AN FXIS NG : TREET. 1 ~ Il1 1 NCO EXIST WHICH COULD AFFECT THIS PROPERTY. NO
1 v ~ RESPONSIBILITY IS ASSUMED BY THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY EXIST BUT
~ 265 ~ \ ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS
PROFESSIONAL LAND SURVEYOR - L-4571 1 1 ? 1 wx ~ BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS, EASEMENTS, CEMETERIES, AND FLOOD AREAS,
s 1 / ` 6) LOCATIONS OF ALL UNDERGROUND UTILITIES LYING
/ ~ WITHIN THIS MAPPED AREA MAY NOT BE SHOWN ON / THIS PLAN. DEVELOPERS OR CONTRACTORS SHOULD CLIENT
1 1 1 'CO N x NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR CONTINGENCIES WHICH
1 ~ ~ © / x 4 ) 265 MIGHT ARISE BY REASON OF ENCOUNTERING
~ 2 265 UNRECORDED LINES OR OF LINES BEING IN DIFFERENT WELLCO LOCATIONS THAN INDICATED ON THIS SURVEY.
I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS C 7) THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE
TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY / \ 11 o PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT / ~ 11 ACCORDING TO MAP # 3720050400) OF THE FLOOD CONTRACTORS, INSURANCE RATE, DATED OCTOBER 3, 2006.
MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE ~ n \ COCC - - LJ_ ~~:.ID AND m, COOPER'S CREEK 8) WATER LINES ARE SHOWN USING INFORMATION PROVIDED
SEF _ Tu S _ DAY OF _ _ _ , A.L., 20 ~ 0 PHASE I j ?s~ BY HARNETT COUNTY UTILITIES. 9) TRAILERS, BUILDINGS, DRIVEWAYS, AND THE ALIKE ARE NOT INC.
_ 1 1 V ~ X16 , ~ ,n~, 1 ~ SHOWN ON THIS SURVEY. 4D WAS DIRECTED BY THE CLIENT
~ 43) i / NOT TO SHOW THESE STRUCTURES AS THEY WERE IN THE PROCESS OF BEING REMOVED AND/OR DEMOLISHED.
PROFESSIONAL LAND SURVEYOR - L-4571 ry1o / zoo 511 Highway 210 North \i. Spring Lake, North Carolina 28390
1 1 / 0
~ 1 ~3) , Phone: [phone]
REFERENCES: FaX: [phone] DB 776, PG 183 ( )
1 DB 942, PG 944
/ 1 ~ I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS / ~ D, r,, 21p DB 978, PG 619 ~ DB 1121, PG 931
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY / g DB 1190, PG 281 DB 1358, PG 737 PROJECT INFORMATION
UNDER MY SUPERVISION. THIS GPS SURVEY WAS PERFORMED ~ 1 TO C-211 FGCC SPECIFICAT10NS RTK GPS WITH VRS FIELD 0 1 1 : DB 1358, PG 745
PROCEDURES WERE USED. THE COORDINATES WERE OBTAINED / ~ THROUGH A GRID TO GROUND ADJUSTMENT USING THE ~ 44) ~ ' DB 1406, PG 683 x / DB 1410, PG 431
COMBINED SCALE FACTOR SHOWN HEREON. THIS SURVEY WAS \ DB 1712, PG 698 SURVEYED BY: BOBBY
PERF("':'-- --1- ~--1.~- _"I - '700 1 1 / RECEI ER 1 DB 2130, PG 728 DB 2258, PG 802 DRAWN BY: SEAN
y 1 / - l / ~ NCO ~ 2 DB 2319, PG 212
~ 2 ~s 2js EIP DB 2319, PG 223 CHECKED BY: CHRIS DB 2457, PG 865
- - - / 275 ~ N PROFESSIONAL LAND SURVEYOR L 4571 1 ~ \ DB 2723, PG 845 PROJECT NUMBER: 524 EiP PC E, PG 147A
1 1
/ 1 ~ v } 1 PC F, PG 97C ` PC F, PG 260A 1 1 PB 99, PG 635 DRAWING SCALE
3 ~ C 1 PB 2004, PG 540
_ ~ ~ a~ 4 MH 9188 1n / 5 s 1 RIM: 274.93 Y N 42~' 3 5t} ~ EIP 1
1 wv IN: 268.33 / ~ ~ 3.5815 HORIZONTAL:1"=40'
I SEAN R. SEEVER CERTIFY THAT THIS MAP WAS DRAWN ` 45 i) INV OUT: 266.31 N UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE NCO 1 / ?~9 1 N~ ~L~ONS, PHASE TWO AREA "A": (BY COORDINATE COMPUTATION)
/ ~ UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN 1 ~ s 1 ~ 1 / 1 ES R. G 1g3 385,176 SF (8,84 AC)
BOOK 14Jo6 PAGE 683 OR OTHER REFERENCE SOURCE THAT THE BOUNDARIES NOT ~ , } ; OHPp ~~6, P ~ 2 pC
SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION IN ~ ) 1 Z„ ~ ti DATE SURVEYED
BOOK PAGE OR OTHER REFERENCE SOURCE / ERB ° / , - THAT THE RAT10 OF PRECISION o0
OR POSITIONAL ACCURACY IS 1:10,000+; 1 `"u+ • ~ 1 ?1 r ~ N/F ZONING: RA-20M & COMM AUGUST 16, 2010 1 WILLIAM S. WELLONS, JR. & WIFE 1 ~ t~A-20M T
AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE / 1, ~ 1 1 N P/11 I CCAI A 11JCI I /1AIC ~
STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH 1
CAROLINA (21 NCAC 56. 1600) AND WAS PREPARED IN ! ACCORnAmrr- WITH r z A7-7n ec euFtinrn wTKiFCC MY 9 y DB 2319, PG 223 J 1 10' SIDEry 1 21 TRACT 4 1 15' REAR SHEET NUMBER
HAND NND SEAL THIS zo DAY OF -ri,IL, 2011. 277 Po #30005 N/F INV: 269.95 WILLIAM S. WELLONS, JR. & WIFE ti ~ l
46 Cl #30004 2q RO PP COLLEEN A. WELLONS 1 Comm 35' FRONT
N HOOD: 275.45 • DB 2319, PG 223 20' SIDE (IF ADJACENT PROPERTY IS ZONED RESIDENTIAL)
PROFESSIONAL LAND SURVEYOR - L-4571 CO NV: 271.22 TRACT 4 % CI #30000 0 25' REAR
HOOD: 275.24 INV IN: 271.58 2 ROP
NV OUT: 270.97 6

LI09Chlcayo Drive-'.quite 112
y y y / ~ L 1 FayelteJ~lle, NarEh Carolina 28306 ~
1121 y y W
1117 / InI V: ~1 W ~ ~ ~ 1 ~ ~ Fax (9 o~j 4265777 ~A~~~
0,68 N N .b L .b Q / 1 License Number: C-2354 ~ ~ ~ ~ ~ 1 ~ h
N W ~ ~
~ ~ ~
GRAPHIC SCALE
OVERHILLS 40 0 20 40 80 160 ~s ~ ~ c EVE I ' x/23 ~ m ~ ~ MH-9182 ~ ~ ~ 1A~R~~& .M~1SY P ~~NGIN~wNG SURVEYING ~GPS ~coN5T2ucrloN ~nYOUT /}ji, 1 Y 7 RIM: 250.51 POgV1C
ROAD N F sR 1120 / 1 7 a ~ INV IN: 240.71 i RrW
1120 MICHAEL WEST & WIFE, ~e " INV OUT: 240.66 50~
1197 DONNA M. WEST ~ , ( IN FEET) DB 1959, PG 487 ,r ~9i' F Z 3 ~ / W !9i' MH-9204 ~ W6
2110 1 inch = 40 ft. PB 2004, PG 540 cP~ o,i cP RIM: 244.14
~~3 0 , 5R2 o N ~A, ~0,~ INV IN: 228.96 (9182) ~ ~ W6 S ~ ~ 2~ INV IN: 228.45 (10297) ~ ~ EM
SITE A INV OUT: 227.74 V'~A / W 1g CI #9712 ®
D' ~ / HOOD: 251.27 2~~~ e SS a' PVC , INV OUT: 246.39
1147 ~ 1122 S GMP
~ cl #1a295 'I #10295 i SD , ~ `
HOOD: 239.55 ~ INV IN: 232.84 OD: 239.55 ~ S fig" RCP ` IN: 232.84 ~ ~ rte' y\ E
1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES ~ wv our: 232.ss ~ OUT: 232.69 \ ~ ~ ' O CI #9714 1
UNLESS OTHERWISE NOTED. .w \ NTH 2 COMBINED SCALE FACTOR: 0.99987259 N ~ MH-10297 MH-N10297 , PLO ~ ~ INV 1N: 24077 1 ~ 1 ~ 3
LOCALIZATION POINT N: 547,596.874 E: 2,009,873.301 RIM 241.x4 RIM 241.64 8 ~ ~ I INV DUT: 240.19 1 ` INV IN 232.34 RGP ~ 1
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY wv IN 232.34 VIRTUAL REFERENCE SYSTEM. qo--~''~yINV our 23D.2o " 2 NV OUT 230.20 1a ~ ~ c
3) LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM C c ~C~ 9 j I O 1 N
INFORMATION REFERENCED ON THE FACE OF THIS MAP. N T T c ALE 4) NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY , O O SC 1
THIS SURVEY. EM s5 p . ® I 1 ~ 0 1
5) THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH AND IS BASED ON REFERENCED INFORMATION
SHOWN HERE ON. OTHER DOCUMENTS OF RECORD MAY S 235 04 ,J,, 24" RCP M ~ REVISIONS
EXIST WHICH COULD AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY THIS SURVEYOR FOR ? 11 1
ANY CONDITIONS WHICH MAY PRESENTLY EXIST BUT LEGEND: ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS ~ 24) cl #971 g P5) 1 NCO HOOD: 244.24 v~_,/ 1
EIP o0 EIP-EXISTING IRON PIPE BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS, INV IN: 236.25 1 ~ ~ ~ CI #10294 ~ ~ INV OUT: 236.15 ~ 1
EReO ERB-EXISTING REBAR EASEMENTS, CEMETERIES, AND FLOOD AREAS. yy 0 HOOD: 239. I N
cP 6) LOCATIONS OF ALL UNDERGROUND UTILITIES LYING ° CP-COMPUTED POINT WITHIN THIS MAPPED AREA MAY NOT BE SHOWN ON INV IN: 233.43 ( ~8) ~ I ~ 1 INV IN: 233.58 ~ 0 1 EM
N/F -NOW OR FORMERLY THIS PLAN. DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE SUBSURFACE INVEST1GATlONS BUT INV OUT: 233.04 ~ ~ 6,~
R/W -RIGHT OF WAY SHOULD ALSO ALLOW FOR CONTINGENCIES WHICH WEbTL S 1
RCP -REINFORCED CONCRETE PIPE MIGHT ARISE BY REASON OF ENCOUNTERING ,r m
CMP -CORRUGATED METAL PIPE UNRECORDED LINES OR OF LINES BEING IN DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY. ` ~ CI -CURB INLET 7 THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE ~ ~ ~ 1 m I ~ ~ 1 EM _
PROPERTY LINE ACCORDING TO MAP ~ 3720050400) OF THE FLOOD
- - - ADJACENT PROPERTY LINE INSURANCE RATE, DATED OCTOBER 3, 2006. .r HS N ~ y e ~ ~N ~
8) WATER LINES ARE SHOWN USING INFORMATION PROVIDED h a~ , - TlE LINE BY HARNETT COUNTY UTILITIES. tip ?s I ~ ~ ~ ~ 42 ~Y ~ ~ ~ 3
RIGHT-OF-WAY 9) TRAILERS, BUILDINGS, DRIVEWAYS, AND THE ALIKE ARE NOT N` `~y y 8 G
ss SANITARY SEWER LINE SHOWN ON THIS SURVEY. 4D WAS DIRECTED BY THE CLIENT I 3 1 / EM •r w 460' ~''jjj EM 1 GNj 2(nl / ~ J,, , CO ~ 1 i ~ ~ 26) 1 ~~t~ 1
so STORM DRAINAGE NOT TO SHOW THESE STRUCTURES AS THEY WERE IN THE J PROCESS OF BEING REMOVED AND/OR DEMOLISHED. ~.1
~ WATER LINE X FENCE LINE ~ 1 v~ M
TREE LINE EM 1 n ~ 1
~ / yy REFERENCES: o I x zoo.ao' SPOT ELEVATION o 3 / o- EM ~ Mtt i U~ 1
BENCHMARK DB 776, PG 183 ~ DB 942, PG 944
9~N SIGN DB 978, PG 619 a ~1
DB 1121, PG 931 ~ ®MAILBOX DB 1190 PG 281 ~ M \ t / 1 ~
m TRANSFORMER DB 1358, PG 737 ~ 1 N PROJECT NAME
EM ELECTRICAL METER DB 1358, PG 745 °j ~0 yy DB 1406, PG 683 q 3~ EM / EM ~
~ LIGHT POLE DB 1410, PG 431 ~ MH-s212 PP• UTILITY POLE 2 ~ ,i RIM: 24e.o2 0 1 ?ss ~ (27
DB 1712, PG 698 A INV IN: 235.01 (8048) N C GUY WIRE DB 2130, PG 728 ~ INV w: 240.40 (sas3) EM ~ /
'E ELECTRICAL MANHOLE DB 2258, PG 802 ~y INV ouT: 235.as DB 2319, PG 212 ~ s
?T TELEPHONE PEDESTAL DB 2319, PG 223 2 1 PER C00 S s
C DB 2457, PG 865 ? CABLE PEDESTAL DB 2723, PG 845 ss y~ CREEK
®CATCH BASIN PC E, PG 147A w~ ti 1 0?
D4 WATER VALVE PC F, PG 97C ~ PC F, PG 260A ss a plc SS 8" p~ Z EM
? WATER METER PB 99, PG 635 wz
® WATER SPIGOT PB 20D4, PG 540 ~C • 'S SANITARY SEWER MANHOLE ~ N~ PHASE II GO`O~ QQ1 MH-8063 / g 1
N ~ W ~C0 CLEANOUT ~ a z W2 ~C/R RIM 260.22 ~ ~ ~ `f , C(~ INV DUT 253.77 ~ ~
v TREE ' P ~ ~ ~ y`--') 1
ASPHALT PHASE TWO AREA "B": (BY COORDINATE COMPUTATION) 0 323597 SF 7.43 AC W U`~ EM g 1
, ( ) yy 0 CONCRETE S S L`N wz COOPER'S CREEK
0 WETLANDS _ EM ii, 3~ ~ P\A~I ti~
0 SOIL ROAD C
ZONING: RA-20M & COMM ~ ~ /
RA-20M J EXISTING ~GO
20' FRONT cl #sD43 ~S ~ 10' SIDE ~ HOOD: 246.18 MH-8048 ~ ~ \ ~ INV IN: 241.65 ~ RIM: 246.16 ~ N EM CONDITIONS
15' REAR i INV: Q; INV OUT: 241.53 INV IN: 236.86 ~ 240.04 INV OUT: 236.65 N 265 ~
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN COtiIM ,4r EM o ( Zs) AREA "B"
EXI':';;:G ".'.';GE~ G': ";.::GE~G G^ L;.;;G ;.::G GGE: NOT 35' FRONT ? s CRI ATF 4 NEW STREET nR ~HAN6E AN FXISPNG TREET. ,h`0 s cI #eo44
20' SIDE (IF ADJACENT PROPERTY IS ZONED RESIDENTIAL) 24' RcP Hoop: 24x.31 25' REAR INV IN: 242.58 (6214)
INV IN: 242.17 (8037) 2 INV OUT: 241.96 EM
PROFESSIONAL LAND SURVEYOR - L-4571
G ~ EM ?
2a5 15" RCP ' ~ ® CLIENT
i NCO ~8° ~ EM /
Rip
y ~ STRUCTURE #8214 / 3/a"
11 " ,U y LJ I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS C - a ~ WELLCO 5~ K 5~ ERB ~ eM OPEN THROAT EM ~ 3O )
TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT EM TOP: 254.75 / ' ~ CONTRACTORS, OPENING: 253.39 '
MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE EM COCA ID AND o 250 ° INV: 251.26 ,
SER _ Tu~S~2o DAY OF A.D.,~~2~~~ ~ INC.
yy DSO CI 8037 ry 35g 12
HOOD: 248.26 H 0 INV OUT: 243.97 N ry S~3,h~,~q"W / EM
PROFESSIONAL LAND SURVEYOR - L-4571 2''` EM EM
5 J 5/B° ~ 511 Highway 210 North ERB Spring Lake, North Carolina 28390
NCO I ~ ~ Phone: [phone]
\ 25 I / EM Faz: [phone]
85 /
EM I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS \ y MH-eo31 5/B° 5/B" I ERB $6
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY RIM 251 s5 ERB EM 3 INV IN 245.68
UNDER MY SUPERVISION. THIS GPS SURVEY WAS PERFORMED INV our 245.x5 TO C-211 FGCC SPECIFICATIONS RTK GPS WITH VRS FIELD 25 I ~ PROJECT INFORMATION
PROCEDURES WERE USED. THE COORDINATES WERE OBTAINED 5 ?SS THROUGH A GRID TO GROUND ADJUSTMENT USING THE N/F
COMBINED SCALE FACTOR SHOWN HEREON. THIS SURVEY WAS EM \ I LAURAL HILLS SURVEYED BY: BOBBY
PERF("':'-- -1~ --1- ~--1.~- _"I - '700 RECEI HERS ~ SECTION 2 \ g4 I / PC F, PG 260A DRAWN BY: SEAN
?D \ CHECKED BY: CHRIS
- - - ° 6° PROFESSIONAL LAND SURVEYOR L 4571 ti \ I / PROJECT NUMBER: 524 \
----®v EIP
y EM y n \
260 ~`~o Q 2sp ~ \ - ~ \ / / DRAWING SCALE ERB / a ~
ro 3 ?
5/B° ` / / ~ or HORIZONTAL:1"=40'
I SEAN R. SEEVER CERTIFY THAT THIS MAP WAS DRAWN .o~ UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE y ? ry^ \ ER/ \ 1 BO Q`Z~ 1 ~ ~ ANT
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN ~ y EM ~ 83 83 ~'0 1 / 1 ~ ~ o~
BOOK 14)06 PAGE 683 OR OTHER REFERENCE SOURCE ~/z ERB THAT THE BOUNDARIES NOT
SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION IN I / 1 rnZN 1 ~ DATE SURVEYED
BOOK PAGE OR OTHER REFERENCE SOURCE 2x5 THAT THE RATIO OF PRECISION i r ERa~ ~ AUGUST 16, 2010 i
OR POSITIONAL ACCURACY IS 1:10,000+; 2sg yy2
AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE ~ es n /°''f ~ ~ l ~ ~
STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH lb87s4 3 N u
CAROLINA (21 NCAC 56. 1600) AND WAS PREPARED IN £ lg a 68? ACCORnnnlrF WITH r z A7-7n ec euFtinrn wTKirzq MY 5~4, ~z., ?3~„w 1/4' ERB 1 SHEET NUMBER ~ l
HAND 4ND SEAL THIS 20 DAY OF E 2I 2011. ERB 84
°j (BENT) 9> N79'33'08°W 51.00'
\ m ERB 88 C-1 02
PROFESSIONAL LAND SURVEYOR L -45-/l -(LAID OVER)
REB \ ~1
4, 0 270 (BENT)

LI09Chlcayo Drive-'.quite 112
FayelteJ~lle, NarEh Carolina 28306 ~
1121
1117 Fax(9o9~ ~ 777
License Number: C-2354
ALLEN D WESTBROOK & ~ ~ ~ I ~
PATRICIA S. WESTBROOK 1 I
DB 1190, PG 281 ~ ~OI I ITION~' I~I~ LU I I~)
OVERHILLS ~ ~ENGWEEWNG SURVEYING ~GPb CONSTRUCTION LAYOUT
ROAD SR 1120 WINCI N/F ~ \ i WINCOR PROPERTIES, LLC /
1120 D DB 2457, PG 865 / 1 11
1197 1 \ /
2110 m \ 1 /
SR2~~ ~ Q N ~ ~WE~[LANDS~ y 1 1
SITE - - -
- - 1 '
1147 1122 1 /
- ~ 1
- N/F - - WINCOR PROPERTIES, LLC -
- - DB 2457, PG 865 • - " ~ 11 ~ 1
NORTH r ~ ~ ~ . I / 1 1
1 ~ ? ~ , II .I
I~ II II / / I 1 11
~ I ~ I I I / / / I 11 1
I I I I / NOT TO SCALE ~ ~ . L . i 1 11
~ ( 1
. _ _ - L .
- _ L . J ~ 1 ~ REVISIONS I ~ . ~ -I 1
COUNTY OF HARNETT i ~,,y.:%~"~ I DB 1410, PG 431 \ / ~ . - ~ r ~~'I I
\ ~ i' ~ ~ I
MARK DAVID WEST i' \ ~ C ~
DB 2258 PG 802 I ~ ~ ~ • ~ I • v • ~ ' • \ I I PB 2004 PG 540 ~ ~ • J , / i~
I ~ I
J > ~ J I ~ ~ ~ o o
LEGEND. • \ / I ~ ~ I EiR Oo EIP-EXISTING IRON PIPE ~ ~ \ V ~ D ~ ~ C0 N ? 1 1
ERB / V it / I ~ ( \ I / I 1 r \ I / / I w ~°z
OERB-EXISTING REBAR cP ° CP-COMPUTED POINT \ ~ ~ ~ I I ~ ~ j
. v J_ I ~ I N/F -NOW OR FORMERLY ~ ~ ~ \ ~ ' o c' ~ / J J I
~ ~ ~ R/W -RIGHT OF WAY ~
RCP -REINFORCED CONCRETE PIPE I / • ~ l~ • \ ~ ~N N I
CMP -CORRUGATED METAL PIPE / ~ / v , ~ ~ ~ ,,~.~~•"'°W ~ r I
CI -CURB INLET ~ I I I l,~ ` ~ . ~ I
PROPERTY LINE ~ • \ . I / 1. • \ ~ ~ ~ • ' , • ~ I r I N ~m 1 ~ 1
- - -ADJACENT PROPERTY LINE n • \ . ~ J ~ y W ~ / ' ~ ~ , . o \ J I r•\ L - o ~ ~ ~ ~ ~ 1 TIE LINE ~ 1, A, _ L•-'-'~ ~(WPZZ 1
RIGHT-OF-WAY ° ~ ` / r' \ . J !1 I r lil~ DENT
ss SANITARY SEWER LINE ~ \ " ~ it . ~ I / ) 1,1 I ~~lj 1 I ~ f ~ l ~ ~ ~ ~ D
~ v ~i' ~ ~ ~ • -1 s~ STORM DRAINAGE ~ / / 1 ~ ~ ~ ~ . _
\ I ` I / ' wL WATER LINE ~ ~ / ` v I _ { ..I I I I I n 1
X FENCE LINE ' . \ I Q ~ ~ ~ ~ ~ ~ I I ~ ~ ~ I I
~~'`-^~r TREE LINE ~ „m ~ ~ ~ ~ ~ I I ~ ~ ~ ~ I i _ _ ~ ~ ~ - ~ ~ ~ ~ - ~ _ _ - - C 1 ~ PROJECT NAME
x zao.Da'SPOT ELEVATION Q N/F / / ~ J ~ ~ ti COUNTY OF HARNETT I , ~ ~ ~ ~~~'^~;.y ~ ~ ~ ~ J ~ ~ I~ ,
BENCHMARK ~ DB 1410 PG 431 ~ ~ ~ /1 _ s~~, SIGN ~ ~ ~ ~ ~ - - _ - - = -
M~ MAILBOX ~ _ ' ~
~ TRANSFORMER ERB ~ ~ OGETLA~~S ~ • \ • • _ _ _ _ ~ , z , t ~ ~ ~
\ ERB i' - EM ELECTRICAL METER ~ ~ ~ ~ ~ ~ 1 _ . - r -1 COOPERS .._.1~~ 1f ~r II II 1. ~~o ~
~ , ~ LIGHT POLE ~ ~ PP ~ ~ ~ I II i j j I I I! L_ ~ j, II ~ ~ CREEK
~ 11) ~ ~ ~ ~ ~ ~ I • UTILITY POLE ~ ~ ~ ,~j ~ ~ ` I I EIP u ~ ~ ~ . \ I
C GUY WIRE lei ~ ~ • J J L . _ ,L. ~_J j
GELECTRICAL MANHOLE • ~ ~ . II 1 y~ I I ~I
0 TELEPHONE PEDESTAL ,i ~ 10) ACCESS/MAINTENANCE ©CABLE PEDESTAL ~~12\) I~ / ~ EASEMENT FgSF a~ ~ ~ • 1 1 II= 1 ~ PHASE
r1 ~ ~'FN ® CATCH BASIN I!I ~ l ~ _ I; POND ~ ~
D4 WATER VALVE - it I ~ ~ ~ ; ~ ~ . y ' ERENNIAL STREAM . P \ ~ ~ ~ ~ ~ ~ , ~ ~ ~ 1
?D WATER METER _ ~ 20) _ EIP I ~ 9 ) ~ ~ I
0 WATER SPIGOT ~ 21 ~ i~ ~ ~ 13) I"i ~ J i ~ ~ \ N/F
CJ SANITARY SEWER MANHOLE ~ i ~ _ X ~ N/F BBC ENTERPRISES; 1 1 \ BBC ENTERPRI~DB 2130, PG 728'' 1 1
~C0 CLEANOUT _ ` ~ ~~=Ji,---,~~_ - hi 1 ~ 8 - ~ ~ WET OPEN ~ X ~ DB 213\ G 7 TRACT 2 I ih I
TREE \ / II I _ POND SPACE 0 ASPHALT '1 ~ ~ ~ ~ ~ 7 _ TRACT 1 OVERALL
WEI ANDS ~ 15) ~ 14 ) 1~!', ~ ~ 142,3 1 SF; OCONCRETE ~ 18) ~ 16) \ 3.27 AC,~~ } 1 1 1 ;I 1 1 N/F 1 1 SITE
0 WETLANDS ~ 22 ~ it ~ ~~~f 1 1 DAVID TOMAS I I I
0 SOIL ROAD ~ ~ 1 / ~ ~ HC RAMP ~ - - • v 20' UTLITY WELLONS, JR. 1 1 DB 2723, ~ 845 1 1~
~ EASEMENT , ~ ~ . - 47 17) 24" SPHAL1T ~ ~ ~ \ , i'
• ~ WEDQE CURE ~ ` ~ ~ ~ 1 1 1 ~ ; PLAN ,I=
EASEMENT ~ 23) A..-~.. ~ ~ 1 ~ ~ • N/F N/F 1 I i
I i ~ l / 48 p, BROOKSIDE HILLS \ 1. ~ 7 i 58 DB 1712 PG 6! f 1 ~_~i l ` / ~ 1j EIP ' 3ROOKSIDE HILLS LTD ~ 1 DB 1712, PG 698 1 11 ~ 1 I
i~ / i~ x\40) 1 \ / ~ . ~ ^ ~ S ~ ~ 1 1 ~
11, ~ 39) \ / ~ l i' i' ~ ~1 1 ~ i' AREA "A" ,REA "A" ~ ~ ~0
AREA B I • \ ~ ~1, / ~ ~ ~ 49 1 ~ ~ ~ J ~y° i CLIENT
~ ~I , ~ ~//N ~ ` \ 4 1/
• ~ 25) x\41 )FLORENCE C. WELLONS ~ i ~ • ~ • ~ C 1 ~ ~ 1 ~ / \ ~ ~ TL NDS DB 1406, PG 683 i 5 ) \ i' 1 1 ~ ~ V ' ~
~ n 50 , J N/F ' \ / 70 \ ~ x\37) / 1 2D~ UTILITY ~ y ~ i - ~ / 1 ' ~~aJ WELLCO
MICHAEL WEST & WIFE, 73 ~ ~ 1 EASEMENT ~ ~ ~ ~ ~ ~ . ~ ~~E v ~S~,a~31
DONNA M. WEST , ~ ~ / 1~1 / ~ 42) ~ _ ` ~ i' ~ ~ ~ DB 1959, PG 487 • \ / , , \ / 11 / \ ` i i ' N0, i • 1 ~ ~ ' o W NORM"P PRA p S1RE~~ CONTRACTORS,
PB 2004, PG 540 ~ • ~ \ f I` • \ ~ i•--~ 1 ACV / 1 ~ 4 ~ v' I \ ~ x\36) / 1 COOPER'S CREE=K ~ I 55 1 60' R~W / ~ ~ °,1 1~
74 ~ J ' ~ 69 ~ I i 1 PHASE I ~ • • , ~ / } INC.
/ 1 l \ I I
\ . HC RAMP I I / ~~.1 / 1 ~ 3 ) ~ ~ • ^ . ' ~ ~ ~ / N j ~I~oNS, JR~ II 11 1 ~ 511 Highway 210 North
/ 0 ~ / 1 54 w 9~~ I I Spring Lake, North Carolina 28390 1 Nl11.~p8 ~12~, P gc 2 ~
~ ~p(I R ~ ~ / 1, / 44) 1 / / o HC RAMP e(IC ~~C / 1 Z1 / 53 1 ~ ~ SRPO~ ~ ~ 1 Phone: [phone]
\ ~ SRC 1-.-.~ 1 ~I'< ~ ~ 2 ) f. ~ / EIP .J ~ _ ~ 1 L' 1 1 ~ ~ ~ i Faz: [phone]
20 DRAINAGE \ ~ • Ty - • - • ~ 34 ) / ~ 1 1 1 I ~ qC ~ COOPER'S CREEK 1 ~ ~ / , • f NSA NI ~~~oNS, 1',, ~ ~ I
EASEMENT 76 ~ 63 CE PHASE I ~ 1 y1 / ~ , ~ EIP 1 N~ ~~0 > R~ G ~a3 ~ / ` \
v . _ 66 ~ / ~ PRE 6, PG 2 ,
~'v v ~ ~ v• ~ ~ 1 1'i ~ / X11 SERB 1 D,~pC'(1 v • 4 SIDEWALK ~ ~ V , ~ 33 J / 1 1 1 ~ 1 tPO~ P & 2 / 1 1 ~ PROJECT INFORMATION
' ~1 1 1 ~
. Q J ~ B4 ~ ' / 1~~ / ~ 46) 10' UTILITY/STREET ~ \ / I I I ~ 3/4° _ ~ 1 i' ~ ~ ~ ~ I DESIGNED BY: SCOTT
TREE EASEMEN~/ ~ ~ • \ ' \ ~ , • ~ ERB ; 30) ~ 1,1 N/F I \ J w ' \ ' \l I J L ~ / 1,, ~ 32) 1, WELLONS W. S. CORPORATION ~ ` ~ / 1 1 1 DRAWN BY: SEAN
• 78 ~ ~ J / ~ • / ° ,/z° ~ 1 DB 978, PG 619
Know what s b@IOW. ~ ~ 61 > . - ~ EP i1 . ~ 5 B° 1 1, 1 ~ , \ I ~ i' 10' UTILITY STREET ERB / 1 1,1 11`, ~ /1 1 1 1` 1 CHECKED BY: CHRIS
a be o e ou d ~ ' ~ ~ TREE EASEMENT b ~ Y 9 5 e° 31) ~ A131 / 1 1 1 1 l ` PROJECT NUMBER: 524
\ ~ ~ \ ~ ERB N/F `~_~i EPK ~1 ~ C1 - po 1rJN' i \ 3 4" EIP ~ f ~1 - R~ EE / • 79 ~ h : I LAURAL HILLS ~ PwcH TDP `i ~fo 2 1+ pplNt 1C S1R 1
L . 60 ~ ~ SECTION 2 11 Z~ R°(H pUB~ / \ I ~ / PC F, PG 260A 3/4" EIP 11 ~ ~ N T 11, W N~ W ~ 1 1
n. / ` ~ PwcHTDP 11 -ov - 6p R~ / 1 \ ' v ' \ I EIP '1 I G1 ~ ' 1 ~ 1 DRAWING SCALE
/ \ ~ \ ERB ~ ERB Q! C1 f 1 11 ~ 2 , 1
1 HORIZONTAL: 1"=120'
ERB A I / I ~~NT 11 ' . V ~ 5/8.. ~ ~ 4
I • ~ . \ ~ ~ ERB ~ 4„ ~ ,/2" ' ~ / O
ERB J / ~ ERB ~ 2 ~ i' ¦ (BENT) tD , /2" ~ i'
ERB ~ ` (LAID OVER) (BENT) ~ ' ' - ' ' DATE RELEASED
~ i 1 N/F APRIL 20, 2011
HC RAMP'/z - WILLIAM S. WELLONS, JR. & WIFE. r ERB m / ! I ~ 1 COLLEEN A. WELLONS
rrRAPPTC ~CAT,F
` J 1/2" ERB „ I I 1 D13 2319, PG 223 TBM
N/F (DISTURBED) TRACT 2 4D COTTON SPINDLE #4 . M-Cr ILTON MITCHELL & WIFE, N F N: 545,895.033 120 0 60 120 240 480 SHEET NUMBER
VANESSA L. MITCHELL - / CHARLES R. WELLONS II & WIFE E: 2,008,446.807
DB 942, PG 944 JUDY R. WELLONS ELEV: 277.42 r DB 2319, PG 212 NC GRID NAD 83
NSRS 2007 ( IN FEET )
NAVD 88 I ~ 1 1 inch = 120 ft. C-200
0 1

_ • 409 Chlcayo Drive-'.quite 112 ~ , _ - . - • r Fayeltedlle, NarEh Carolina 28306 ~
1121 I b .bbbb~~bbbb bbbbb~bbb ~ &d~bdbbb bbbbb~bbb bb b / b b d b d d b b b d b b, r b d d d b b d b b b ' ~~Z• b a b m b a s b e m b d m a b ~ a a b e m b a m b b m b I ~ ~ ~ • ~ _ - • r • - ~I I I I I Phane: (910) 426-6]]] ' . _ . ~ r . _ . - I I• I I Fax [phone]]]]
1117 ERe I d b d d t'b b b d b d d d b d d~ b b d b d d d b b d / / m b b b m d m b w m m w ~ m m d m b w m d /
b b~ b m ~ b b b t m b b ~ t m ~ b b b b m b d . m b~ w w m m b w w m m w a ~ w m m b w w m 1 ' ' I I ~ I I i I I License Number: C-2354
\ \ b a .x b d s b .a a b b b 1 .y b s b a a / 111 I d. deb d d b b~ d b b b
/ ~ b b d b b b d b d d b ~ d b b b ' ' d b - S b b b b tl S b b b S b ,C, b b tl b b b 1 \ b b b 8 b b b b b b b b b b II L T
1 I bIb d b b b b bb b b ~ ~ d b b b d b i b d b ~ ~ ~ ! i I ! i i I. ~I i ~OLUT101~5, I~IC
OVERHILLS 1 d d d d b • . \ I I I 'I I I I I - .1 L - ~ENGINEEWNG ~51JRVEYING ~C~PS CONSTRUCTION LAYOUT
1 ~ y b b b ROAD I, b b~ b b b ~ b~~ SR 1120 1 . I ~
1120 ~ Ib d;.b
1197 ~ 1 ~ ~ ~ ~ A
1 \ ~ 2110 ~ t 3 \
~ jt ~ ~ ,t \ MFNT _
SITE ',,2, I '~10~ 1-
' ' • \ \ •
1147 1122 ~ ACCESS/MAINTENANCE . \
~ I EASEMENT \ \ , \ m~b~
I ~ ~ i
' I ~ ~ . ~ ~ POND ~ ~ a ~ ~
I ~ ~ N NORTH \ h. ' ~ I s ~ ~ ~x' s ~r ~x ~ ` sue- ~ W ~r ~x- s • W r m w w W a"„~pn~" ~ w . r m w w W w r m w r 1 p a
- ~ r r .
I 9 I ~ ~ - ~ ,ti~ti I \ N 0 , t\ e s m, w m s a ~ s m e e a e w~~'~a," ~I ~ 1 bow e r a e w e
1 I ~ ~g ~ ~ ~ ~ m w m' ; ~m a m m w w w m°'~ w w w a m w =w~ AJ 1 a s .s \W\~~ m s a m s m a ~ s .s
11 I ~ NOT TO SCALE I I \ ~ O^ ~ 5 ~b ~Y •W d d' V ~d ~ b ~~d t ~d~ d ~ bib ~Y t~ lY VV " ~ X X
113) I J1 IJ I ~ .t~ u"~N~V" q S W W Yr ~ ~ Yr ~b S
i° ~ ~ / _ , v "wE ~ r~s ~ ~ ~ ~ X ~ x REVISIONS
/ - l ~
I ~ - I ~ _~i~ / _ i ~ /x~
I - ~ i~ /x
1 _ ~ LEGEND: ~ ~ ~ _ _ EIP I ~ ~ x
00 EIP-EXISTING IRON PIPE _ _ _ - I ~ j~~ ,l I ~ ~ WET ERB ~ I 8 1 , •
OERB-EXISTING REBAR I I ~POND~/ CP ~
° CP-COMPUTED POINT I ~ ~ ~ ~ ~ _ N/F -NOW OR FORMERLY I I ~ - ~ ~ ~ 1
R/W -RIGHT OF WAY 114 I I ~ °E ~ ~ -
~ 3 3 ~ OPEN RCP -REINFORCED CONCRETE PIPE N ~ ~ ~ ~ - - sPacE i , ag' / 1
• I 33• ~ - ~ 142 371 SF CMP -CORRUGATED METAL PIPE i ~ ~ - • 1 1
CI -CURB INLET i ' ~ ~ ~ ~ s ~ i 3.2~c ~ ~ ~ C - ~ f ~ X71 ~ , i• ~
~ ~ PROPERTY LINE s ~ . _ i
- - -ADJACENT PROPERTY LINE ~ ~ ~`A• - ~ ~ - ` 1 ~ 1 1
- -TIE LINE ~ a°° ~ ~ ~ Y E . / ~ ~ c^ 'g4 -
- - RIGHT-OF-WAY / N1~ 13 Cl \ ~ ss SANITARY SEWER LINE ~ 22.9 ~ ` ~ ~ 1 1
• ~ / ~ ~ ~ ~ C _ , s° STORM DRAINAGE - - - ` ~ HC RAMP ~ ~ / ~ 1 ~ . ~ ~ , 1 ~ 1 1 } 1 1
wL WATER LINE . ~ ~ ~ / / ' ' ~ ~ ~ ~ ~ 20' UTILITY 1
X FENCE LINE ~ ~ ~ ~ ~ \ ~ ~ EASEMENT ~ 1
TREE LINE 24" ASPHALT ° ' ~ 47 n ~ 4' SIDEWALK / , ~,i/ 1 1
/ WEDGE URB ~ 1 \ ~ \ (TYP) x z°o.oa' SPOT ELEVATION ~ / ' ~ / (TYP ~ ~ 19,221 SF / \
BENCHMARK ` 1 0.44 AC \ l• S~~N SIGN ~ x ~ ~ ~ / 10' UTILITY STREET\ ~ 905. i'~ ' 11
. ' ~ ~ \ N 1 / ~ TREE EASEMENT / M~ MAILBOX I\ 7 ~ ~ / ~ ~ 510,iA0~ . ~ ti 1 11
~TRANSFORMER~~,.~-~'~y ~ 1 N 1 / (TYP) ~ \ / . ~ • „~o" } 1 1 PROJECT NAME / / / ~ N/F 1 1
b / ` l / \ \ 1 Z ~ / \ / EM ELECTRICAL METER 1 ~ •
~ ~ ~ ~ LIGHT POLE 1 1 / ~ ~ BROOKSIDE HILLS LTD 1 1
PP • UTILITY POLE 1 20' DRAINAGE 1 48 \ ~ . ~ ' 1 EASEMENT ~ 1 ~ / 1 i k DB 1712, PG 698 1
/ ~y ~ 15,275 SF ~ \ i C GUY WIRE - I ~ 0.35 AC 1 i• 58 SB ~ EIP ~ 1 COOPERS
CJ ELECTRICAL MANHOLE ~ / ry~ ryo • ~ • 1 ? ~ 20,186 SF 20,186 SF ~ 10.03' ~ 1 11
?T TELEPHONE PEDESTAL 1 1 ~ / 0.46 AC ~ 1 ~ / / 0.46 AC i •
©CABLE PEDESTAL I\ 40 ~ / / ~ • 1 CATCH BASIN / / 1. l ~ ~ ® 1 10' UTILITY/STREET x ~ 1 ~ CREEK BEET i • ~ • ~ 1
I\ 39 ~ / / ~ ~ 'p TREE EASEMENT D4 WATER VALVE 1 ~ 1 / ~ ' 1 ° , o i 1 f i' ~
? WATER METER 1~ / ~ a \ / ~ ' 1 ~ i' 2156 ,w m / ~ , i' S1 ~p ~ • 1 ~ AREA "A" q P H AS E
WATER SPIGOT / o~ ~ / ~ ' ~ ' S p~ '1 P~ ~ • 1 ~ 1 ~ ' ~ • o' ~ ~ 1 x ~
S SANITARY SEWER MANHOLE 1 ~ 1. . 125 CJ i ' •1 Q /
~C0 CLEANOUT / . ~ 6 7. T ` ~ • p 31 4p ~ • ° 1 ~ ro ~ . ~ ~ ' ~ 57 ~ ~
TREE ~ • i ' ~ ~ ti o1 ~ . 16, ~ 1s,s1s sF J ~ -
DASPHALT 1 1 49 ~ Yo o ~ t! CONCRETE / 1 N F 1 / i'~ r ~ ~ ~ 0•; 0.39 AC X
/ / 16,857 SF ~ 1'O % ~ ~ ..WETLANDS FLORENCE C. WELLONS / 1 0.39 AC i • n 9 7i 1. i' i'
/ DB 1406, PG 683 i ' ~ ~ ~ 1 0 SOIL ROAD 1. / ~ ~ ~ c ~ °c~l ~ ~ i' ~ i• i i' i'
°r~ is ,Ap"E i' 1 1'co v 2 ~'-~2o1~6i ~ SITE PLAN
/ ~ ~ 20 ~ 2 ~ L Q - AREA A
/ ~ ~ 1 1 , o i~ 1'~
/ 1 1 ~ ~ 5U 1. 1'0 ~ • 56 ~
/ 1 / i ' ~ 1 20 Ui1LITY 16,560 SF > ~ • 15,543 SF i ~ ~ - ~ 1 0.36 AC M
/ ~ EASEMENT 1 ~ i ' / / ~ 0.38 AC ~ . 1
0 i i'~ / a• - -
/ 1 / ~ ~ ~ / / ~ 1 ~'N h0~~ a
` . ~°s ~ • ~ S1°31~ ~ N CLIENT
• 1 ~
o ~ ~
51 ~ 1 / 1 1 COOPER'S CREEK ~ ~ ~z ~ • I ~ WELLCO
/ 1 PHASE I / p i ~ 15,475 SF ~ ~ / \ ~ ~ ~ I 0.35 AC '
'3IU ' I 23,255 SF 1• x CONTRACTORS f / / I 0.53 AC 1 ~ ~
Know what's be~OW. ~ I\43) 1 1 / 1 1 \ ` ~ INC.
a before ou di . ~ / ~ f ~ - ~ . Y 9 ~ o I / ~
5 ~ • _ G
. ' ~ • • ~ ~ 1 i ~ 511 Highway 210 North
/ 1 ~ / i • ~ ' ~ s • ~ ~ , Spring Lake, North Carolina 28390 s? , ~
SITE DATA / 1 1 ~ ~ ~ 1 ~ ~ 04 ~ ~ ~ Phone: [phone]
/ 1 1 / ~ 52 ~ ' i ~ ~ / 1 ~ ~ ~ s\~. F ~ ~ ~ 1 1 Faz: [phone]
OWNER FLORENCE WELLONS ESTATE / 1 / 1 _ ~ 20,745 SF / `
MAILING ADRESS 517 HIGHWAY 210 NORTH / 144\) ~ 1 / ~ 0.48 AC / 1 1 1 / ~ . ~ ~ 1 14,390 SF ~•~,i'~ 1
CITY STATE SPRING LAKE NORTH CAROLINA 28390 1 1 / 1 , 1 / ~ ~ / PIN NUMBER 0504-87-5022 / _ 1 ~ / 53 1 0 • ~1 0 0.33 AC ~ X236 EIP 1 PROJECT INFORMATION
TOTAL SITE AREA 708,773 SF (16.27 AC) / j ~ ~2 / N ~ 1 N d' 1 , 1
21 AREA TO BE DEVELOPED 708 773 SF 16.27 AC y ~ 12,747 SF 1 ~ ' , ( ) / ~ ~ ~ W ^~M 0.29 AC
CURRENT ZONING RA-20M / 1 ~ s 1, q`O h / I ' ~ • ~ / EIP 1 DESIGNED BY: SCOTT
~ ~ /^h~ ~ ~ EXISTING USE MOBILE HOME PARK / 1 ~ y ~ N / . 1 , . ~ ' ~ 160 90 ` 1 1 DRAWN BY: SEAN
/ 1 1 cP~• / ~ 1. PROPOSED USE SINGLE FAMILY RESIDENTIAL 1 ` / ~ 1 ` /
PROPOSED LOTS 34 / ~W_ / ' ~ 1 CHECKED BY: CHRIS EIP 1
CONSTRUCTION AREA 7.87 ACRES / 1 . ~ / 145 I 1 ' ~ 5~ S~SP~ ~ ~ PROJECT NUMBER: 524 ,E h26 1 1
/ / ~ ' SETBACKS REQUIRED: RA-20M / 1 ~ 1 ~ 1. ~ / 'tis"E 1 / / ~~g5a 13,5615 1 11 1 ` N/F~~~~ONS U
FRONT 20 FT / 1 / ~ 6p 39'
SIDE (TWO STORY) 10 FT / 1 ~ ~ 1 1 1 CNA~BRP j 1G& 2 1 1 DRAWING SCALE 1 ; ~ 1
/ ~~z„ REAR 15 FT ~ ( 1 ~ ~ 1 , ~ ERB
/ \ 1/ / 1 DRAINAGE 6' 1 HORIZONTAL:1"=40' N/F 1 / '
/ 1 EASEMENT qA S ' 1 WILLIAM S. WELLONS, JR. & WIFE 1 COLLEEN A. WELLONS
/ 1 I / DB 2319, PG 223 1 ~ ~ - TRACT 4 /
/ 1. / 1 / N/F N/F -
WILLIAM S. WELLONS, JR. ~ / ~ ~ 11 / COLLEEN A. WELLON: _IAM S. WELLONS, JR. &'MFE 1 1 ~ 1 DATE RELEASED COLLEEN A. WELLONS -
/ \ 46 ~ OB 2319, PG 223 OB 2319, PG 223 1 TRADT a 1 ? ~ 1 APRIL 20, 2011
GRAPHIC SCALE / ,R"°T4 1 1 -
~ o~ 1 1 , l
SHEET NUMBER
( IN FEET) ~ 32 1
1 inch = 40 ft. 1 1 N/F
WELLONS W. S. CORPORATION DB 978, PG 619 C-20 1
EIP ~ 1

L109Chlcayo Drive-'.quite 112
\ y y ` 1 ~ FayelteJ~lle, NarEh Carolina 28306 ~
1121
1117 \ tl+ 8 8 W y m m y / ` ~ / / 1 Fax(9o9~ ~ 777
S d N N ~b S b d N ~b ~1 yi-~~ 1 License Number: C-2354 ~ / ` ti X17) 1 ~
' \ S d N N ~b / w• a a ~ ~ -
CURVE TABLE ~ ~ / w Y ~ d. ~ ~
CURVE LENGTH RADIUS BEARING CHORD \ / _ 1` ~ ~ 1 ~ ~ ~ ~OLU 1015, I~IC
OVERHILLS N / y 20' DRAINAG 20' DRAINAGE ~ ~ ~ - ~ ~ENGWEEWNG ~511RVEYING ~C~Pb ~CON5T21JCTION LAYOUT
ROAD C1 149.023 205.000 N81'56'54"W 145.76 ~ u9 \ EASEMENT SR 1120 N/F ~ ' EASEMENT / (\23) 1 ~ /
C2 149.023 205.000 N40'17'51"W 145.76 MICHAEL WEST & WIFE, ~ \ 1120 DONNA M. WEST / \ / ~ ~
1197 C3 21.027 25.000 N04'37'21"E 20.41 DB 1959, PG 487 ~ \
/ 9 PB 2004, PG 540 ~ 2110 C4 42.053 50.000 S04'37'21"W 40.82 / ~ >o,~•
R2~~3 Q" ' / yf//f-
5 o a C5 37.182 50.000 S40'46'34"E 36.33 / \ SITE
Q ~ C6 37.182 50.000 583'23'01 "E 36.33 ti~ / \ ~ O ~ . /
ti 1147 C7 41.358 50.000 N51'36'59'~E 40.19 7 1122 p \
~ C8 41.358 50.000 N04'13'26"E 40.19 ~ 16,798 SF `
ro \ . 0.39 AC \ -
C9 42.053 50.000 N43°34'01"W 40.82 N \ ~ \ -
NTH C10 21.027 25,000 S43'34'01 "E 20.41 ~ \ \ • i 38 )
.a / \ \ ~ C11 370.741 255.000 N61'07'23"W 338.94 ry • \ SSS. ' \ tiQ - / I ~
2 \ 7 S~1 \ C12 39.281 25.000 566'44'14"W 35.36 ~ . \SZI J~, • \ ~
AREA B o / ~ / C13 20.946 25.000 N44'14'53"W 20.34 0 \ \ ~ ti~
^ / NOT TO SCALE / o~~ 'r ~ I 1 1
C14 15.820 50.000 S29'18'38"E 15.75 \ ~ ~ i ~ I
! \ C15 47.514 50,000 S65'35'55"E 45.75 E / 72 \ • 1
C16 35.816 50.000 N66°39'23"E 35.06 ~ / 1 ~ 1 REVISIONS ' 1• ~
/ 13,483 SF . C17 41.870 50.000 N22'08'43"E 40.66 0.31 AC / - . i . , 1~ .
C18 41.152 50.000 N25'25'23"W 40.00 0 ' \ / ' ~N% ~ ti ~ ~ ~ 1 1
C19 59.013 50.000 N82'48'47"W 55.65 ~ \ • \ / ~ ~ ~ I ~ /
~ ry ~ S ,v C20 21.108 25,000 N87°33'45"E 20.49 2 . \ 660 , \
C21 39.414 25.000 35.46 ,~o / \ ~ 02~h \ ~ \ •l S23'05 04 E cy 4~ F • / ~ ~ ~ ~ 1 1
LEGEND: v \ • \ 4S' ' \ ~ / EIP / • N
0EIP-EXISTING IRON PIPE C22 74.861 2375.000 822'59'02"W 74.86 q ' \ v ERGO ERB-EXISTING REBAR ~ \ / WE A<J97S ~ m " I 1 ~ 1 .
cR C23 42.935 2375.000 824'24'17"W 42.93 o CP-COMPUTED POINT q 73 . 70 m
N F -NOW OR FORMERLY C24 92.322 205.000 S37'49'28"W 91.54 a ~ ~ / o / I IN / ~ 1 / 12,960 SF \ • ~ ~ ~ I / 1
R/W -RIGHT OF WAY C25 73,107 255,000 S42'18'35"W 72,86 v 11,611 SF / o . /dry 0.30 AC ~ ~ NS . / / 11 ` ~ •
RCP -REINFORCED CONCRETE PIPE ~ ~ 0.27 AC C26 40.828 255.000 S29'30'34"W 40.78 • \ / ' ! e?Sg I / 1 ` 1 1
CMP -CORRUGATED METAL PIPE • \ / ~ 2 1
CI -CURB INLET C27 39.293 2425.000 824'27'31 "W 39.29 • \ . l ~ I I ' \
PROPERTY LINE ~ . \ • / ory C28 80.004 2425.000 823'02'57"W 80.00 \ S6 , \ 2s / 1 1
- - -ADJACENT PROPERTY LINE ~ \ 863 „ ~ \ ~ / r / C29 16.082 2425.000 S21'54'51 "W 16.08 \ ~3g 3 F \ I - -TIE LINE o / S3 / / / NgBy 8 / ~ 1
RIGHT-OF-WAY o ~ • ~ , ~
o• ~ \ / ss SANITARY SEWER LINE ~ / • \
74 ~ \ I I l so STORM DRAINAGE / ~ I •
we WATER LINE 11158 SF UN /
X FENCE LINE / 0.26 AC / 12,617 SF / ! / / 1
L / ! ~~'`-^~r TREE LINE .
x zao.oa' SPOT ELEVATION ' \ / l• o.2s Ac ~ ~ 68 / •1 / / PROJECT NAME HC_RAMP ~ 11,718 SF / ~ ~ /
BENCHMARK \ • \ I HC_ RAMP sicN S \ / N / ,~~j \ ? SIGN ~ ~rn / 0.27 AC /^~tik~~/•/ ~.1 / ('27~) 1
r'\ 68. rn M~ MAILBOX • \ . \ /633„ • \ . \ / . ~ / ~ ~ 1 / _
TRANSFORMER / ~ \ 1395 ' f \ • ~ ~ ~ ~ ~
~ o ~ •\.2 J EM ELECTRICAL METER \ / • ~ ~ COOPERS
~ LIGHT POLE ~o \ / ' \ N68 PP • UTILITY POLE 75 \ ' 688:•8' ~ , \ ~ _ . \ ~ • / 67 1. a. 1 1
1459~\,~ C19 ~ 10,648 SF ~ / / , CREEK
C GUY WIRE / / • 11,157 SF I SQ' G~ S~, GO C20 ~ ~ ~ ( 0.24 AC , aN, / 1
CJ ELECTRICAL MANHOLE 0.26 AC I R/w CQ~ . \ c ?T TELEPHONE PEDESTAL ~p(le Raw ~pUeFNRov ` \ •1 / / 1
© CABLE PEDESTAL \ ~ ~ HC RAMP ~ ~ / ~ ~,R . ~ PHASE II 1
o/ G ®CATCH BASIN ' \ / oI ~8°~ , N68 ~r~~l C(F g ~ ~ ~ ~p / 1
D4 WATER VALVE S6 ~o ~ `~Sg"V 863 / \ 8s/~,~
D WATER METER I 3 / ~ \ . \ 13 f ~ ~ ` S~ ~ N88'19'07"E ~ 1
0 WATER SPIGOT • \ g' 4S' \ • J I I ~ \ • \ \ of ! I I ~ l ~ ~ I - -125.02' 1 •-•-•-•-'-'~1 ~ COOPER'S CREEK
CJ SANITARY SEWER MANHOLE 20' DRAINAGE co EASEMENT roo / \ • \ M / • ~ ~ • ~ I r ` PHASE I
cLEANOUT _ MATCH_LINE -SEE THIS_SHEET 76 •
TREE TOTAL i i / ~ / `O / 63 0 ASPHALT / 11,156 SF I I / 63 \ / 1. / /
~ 0.26 AC 11,965 SF 0 CONCRETE ~ ~ Q 0.27 AC ,,,965 SF ~ , / / / / ~ SITE PLAN 0.27 AC ~ \ i 66 / / AREA "B"
WETLANDS o < / 0 I ~ \ I \
SOIL ROAD \ / j ~ \ . o / o \ C, . / \ / S - G~6 ~ ~
o, \ p • \ • ~ \ 17,606 SF 1 ~o / / ~ / ry ~ \ 0.40 AC 29 )
1 I o, S68 \ ~ / ' \ 1 ' \ 1 ~ \ 763 „ \ ~ ' \ 40 gl' ' \ 1' ' ~
N o ~ \ v ~ 4' SIDEWALK W J / I \ ~R~ \ 1
s ~ I ~ I l \ A \
/ 77 ~ / \ \ • ~ / ~ I• 65 \ ~s S~F \ 1.
~ RPM ~ / 11,155 SF / Q o / ~ - ~ I ~ \ \ ~ / CLIENT
' 1AG 0.26 AC Ill I / IQ ; I 12,310 SF ti / a I 10,784 SF \ \ / / ory 64 ~ o ~ 0.25 AC / /
Io I 0.28 AC / 1 ® / ~ OJ .
/ o~ / 12,690 SF ~ ~ o I \ . ~ • ~ p6' / I 0.29 AC i N , j 9°~ / ERBr' / / WELLCO
\10' UTILITY/STREET o• o III • \ l • \ S6 . TREE EASEMENT ~ ~ ~ ~ • \ g/63 Jm~ I / ~ ; 30 )
13 3F l I h ~J I I \ l4 \ '
' \ g. 43, .w Q ~ ~ ~ ~ \ N6 . ~ 6j' ~ \ l ~ oo / v .ry ~ o / 814' ' / ~ ~ ~ ~ ~ ~ / CONTRACTORS / ry ~ ~
Know what s be~OW. • \ Sg' ' \
a be o e ou d . I~. ~ \ Y 9 ~ . I ~O~p~ / INC.
/ 78 Z ~ m / a \ / ~ , ~•~•J 5~ ti~'1~+w 35312 /
~ / / 1 11,154 SF / 6 \ I / 511 Highway 210 North
L 0.26 AC / / .y / / / / / ERB' / Spring Lake, North Carolina 28390
\ 12,306 SF / ~ SITE DATA ~ \ • \ / o N 0.28 Ac / ~ ti3p1e I / / / Phone: [phone]
\ ~ ~ 10' UTILITY/STREET I / / Faz: [phone]
OWNER FLORENCE WELLONS ESTATE \ S6 \ / roo/ / TREE EASEMENT / ~ / M 85 /
MAILING ADRESS 517 HIGHWAY 210 NORTH ' \ 3 / ~ Q7 5/B" I ERB 86
CITY, STATE SPRING LAKE, NORTH CAROLINA 28390 p / \ ? v I • \ J4o • \ ERB PIN NUMBER 0504-87-5022 p \ • \ I I \ • \ N66• ,82' \ • \
~ l I l l /4Sg' TOTAL SITE AREA 708,773 SF (16.27 AC) • \ ^ • \ Vy J I / PROJECT INFORMATION
AREA TO BE DEVELOPED 708,773 SF (16.27 AC) / 79 ~ M / ~ \ . / N/F
CURRENT ZONING RA-20M ~ ~ / \ • \ . \ I LAURAL HILLS DESIGNED BY: SCOTT
11 153 SF l I I \ EXISTING USE MOBILE HOME PARK L 026 AC I I . / 60 SECTION 2 g4 I / PC F, PG 260A DRAWN BY: SEAN
PROPOSED USE SINGLE FAMILY RESIDENTIAL ' \ / \
PROPOSED LOTS 34 \ / 12,302 SF / o / CHECKED BY: CHRIS
CONSTRUCTION AREA 7.42 ACRES \ o I I 0.28 AC S6 l c~°I l l I / PROJECT NUMBER: 524 \
SETBACKS REQUIRED: RA-20M \ 8163 „ \ \ ~ ~ l 13 3F / / ti EIP
FRONT 20 FT '\,\•40• \,v ~O \ ~ /
SIDE TWO STORY 10 FT n°` ~ ' \ I I ' \ . l ~ ~ - ~ \ / / DRAWING SCALE ERB / a ~
REAR 15 FT m / • \ . \ N6 0•~8' . \ / o' / 8146 „ N
l I~rn / . \ 5/B° ` / / ~ or HORIZONTAL:1"=40'
I l I I ~ h 11,396 SF o / \ ,a \ ER/ \ 1 BO Q`Z~ ~ ~ ~ ~ N T
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CI -CURB INLET ~ ~ ~ DI-t3~OC-`"LOC „m.w~ / r ~l~`p \~°jY= EASEMENT ~a, , N,
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~ WATER LINE 'TEMPORARY 3' ~ ' (p °N _ ?6® ' ~ ~ ~ Q CONSTRUCTION I ~ ! y \ 2 ,
X FENCE LINE ~ LQ `ENTRANCE ~ N V \ ,r y ~ ~A~~~~~--F 1 1 s 1 =`f ~ j 1 y~ 1
TREE LINE ` . _ a, , / NORTH'AMERICAN GREEN ~ N ~j f \ ~ ' ~ ~ r~'' ~ PROJECT NAME
x zoo.ao' SPOT ELEVATION S75 EROSION CONTROL ~ 1 t ~ " s . " ~ 1 OR EQUAL. USE STAPLE ' ' Z s 7' \ / 1 0~2 1 1 NSF 1 ~n 1
BENCHMARK " i i• „ f ~ 1 ~ r \ 1 PATTERN D n ' ~~N SIGN ~ 48 ?r, `\vI BROOKSIDE HILLS LTD 1 1
" 1 ~ 20' DRAINAGE O - M~ MAILBOX " 1 ~ EASEMENT ~ , ~J , V `.,a ` f~J DB 1712, PG 698 1
TRANSFORMER 4°` m \y 58 m 1 \ ~ 1 _ ; ~ o 1
N EM ELECTRICAL METER 1 ~ _ , ; p ~ ~ EIP 1 1 COOPERS
LIGHT POLE 1 1 T` 40, I \ a ~ ~ _ PERMANENT SWALE T' - PP~ UTILITY POLE ~ / ~ ;2' BOTTOM; 3:1 w 1 1
, ! x , J ~ _ , + j a_- / 'SIDESLOPES , ~ CREEK J / 1~
C GUY WIRE +y\ 39 ~ 1 / / ~ I ~ " ~ ~ = 1
E, ELECTRICAL MANHOLE 1 1 / 1~ ' ~ 1 ~ ?T TELEPHONE PEDESTAL , 1
© CABLE PEDESTAL ' i f ~ ~ PHASE II
1 t ~ N ®CATCH BASIN / ~ 1 0. 4
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,~N 1 ?D WATER METER r 1 ~ ` 4 y i ~ / J
1, 1 s~ ~ ~ ' 49' h, ~ ~ © WATER SPIGOT /i, ~ 1 ~ ~ ~ ~ /
S, SANITARY SEWER MANHOLE 1 s • • NSF o / 1 % ~ p FLORENCE C. WELLONS / ~ j ~ ,
~C0 CLEANOUT / ~ DB 1406, PG 683 i ` W ~ ~ '
TREE ~ 1 ~ 1 ~ ~ ~ _ 0 ASPHALT ~ ' W ~ ~ 1 / ( _ ~ ~2
0 141 `a,) 1 c ~ ~ ? ~ ~ , CONCRETE ~ ~ t ~ ` v , I ' - GRADING AND
WETLANDS 0 9 / 15) x < p ~ ,
0 SOIL ROAD _ ,3 =,i / . c ~ ~ ~Z~, \ ? a ~ 1 w } ~ ~ ~ EROSION
~~11 C5 ,=LIMITS OF CONSTRUCTION 1 ~ ) / 1 ~ 'x f ` 5.3 ACRES
v / 1 1 9p 1 20 U1ILITY ~ ~ 1 Nv J 50' ~ CONTROL PLAN
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1 ~ ~ DESIGNED BY: SCOTT U7 EIP ~ 1
, / ~1 . 1 ~ DRAWN BY: SEAN
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Knowwhats b@IOW. 1 • i`_ - c 45 1 1 , / ~ ' N1~5 ~1~'15 E ~1 ~ ~ 1 1 PROJECT NUMBER: 524
~ ~ Q 1~ 1 ~ N J a before ou di . - 1 o , ~
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SHEET NUMBER
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RCP -REINFORCED CONCRETE PIPE 7 I ~
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PROPERTY LINE / LIMITS OF CONSTRUCTION 2 / ~ • ,1 n Z~ , 1 ~ 1.8 ACRES 8460 j= / /3 ~ N~ 1
- - -ADJACENT PROPERTY LINE ' - -TIE LINE i n `t i= w
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X FENCE LINE ~ 74' i 't c~ r ° ~ _ I c„s 69 -
~~'`-^~r TREE LINE 1 J.° , ~ ~ PROJECT NAME
x z°o.oa' SPOT ELEVATION
BENCHMARK ~ ~ ~ i s~~, SIGN _ ~ ' - I **LIMITSrOF CONSTRUCTION ARE GREATER THAN 1 ACRE. HOWEVER, r il . THE TOTAL DISTURBED AREA WILL BE LESS THAN 1 ACRE BECAUSE ~ / 1 rU THE ROADS ARE EXISTING. NEW CONSTRUCTION WILL CONSIST OF ~ r~ '==i
M~ MAILBOX ' ~ ,r' SIDEWALK, UTILITY SERVICES, STORM SEWER RELOCATION AND SHORT I\ 27 ~ ,
1 ~ TRANSFORMER I ~ • - r PER
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D4 WATER VALVE ~ , . ccFSS) ~ J .
?D WATER METER _ n ~
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CJ SANITARY SEWER MANHOLE EASEMENT = / ~ _ OV ASE I ,r O ,,.v
~C0 CLEANOUT RIP RAP ENERGY ~ 76 a DISSIPATOR REMOVES EXISTING ~J _ 1 ~
TREE ~ L• 15, W: 8', 18'- 24" RCP ^ , J~ / ASPHALT o THICKNESS: 18" ~ I ~ I 4
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, r / JJ - / 511 Highway 210 North
/ / - .r I a5 _ Spring Lake, North Carolina 28390
~ rte. ERB I 86 - Phone: [phone]
_ / ~ Faz: [phone] / _ v..._
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I / _ _ N~F ~ LAURAL HILLS -
t ® ~ ~ 60 SECTION 2 _ \ 84 I PC F, PG 260A ~ ° PROJECT INFORMATION
1 ~ I I I / ~
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/ / , n i n" \ ~ / DRAWN BY: SEAN
ti........... ~ f =i ~ o' ~ N o J"' \
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BENCHMARK Ra . C'6C _ ~ m t m m ~ m ,i / v ih , S~~N SIGN ~ (OC Ol m ~ m m ~ m ~ ~ m m m m ~ °x. ,~,i ~
„r m m ~ m m m m m m m ~ M MAILBOX . (a.. n~ - m~ b b m b ~ ~ m~ ,ib m h
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G ELECTRICAL MANHOLE / , b. b m m m m m m m m~ b'~, ~ , 4y h ~y PH E II
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0 WETLANDS I ~ _ , 'RIP P DI SIPATOR m ° , EROSION
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2,S , 1 ~ 0 v , 4 p, ..h a ` o\ r,- / ' ~ } 511 Highway210 North
, ° 2 v 4~\ sPA o~ , - ~ ~ ~ Spring Lake North Carolina 28390 142,371 ~ LIMITS OF CONSTRUCTION ~ i
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TEMPORARY ~ ` ` Know what s e OW. 1 ~ 3° ~ ~ ~ 2~® _ - ~sp \ ° / ` + ~ ~ 1 PROJECT NUMBER: 524
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1 0 FLORENCE C. WELLONS / Opt, DB 1406, PG 683 i , 0 C-3m3
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409Chlcayo Drive-'.quite 112
, , Fayelte~lle, NarEh Carolina 28306
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_ / j 1117 - CC\ Fax [phone]]]7
~ D50 10 THICKNESS: 23 ~ , , , ° \ License Number: C-2354 J,, C i ~ r ,
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LEGEND: ~ S ~ ~ n , , / r ~ - O , ° EIP J , ,rr r , _ ~ r u°~ yi, , i,
0 EIP-EXISTING IRON PIPE ~ T ~ ~ ~ N • ERB 01 /S _ ! ~ ; ; ; ~ x,55 , .v ~ , , , °f ~
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t, ~ ° , RCP -REINFORCED CONCRETE PIPE 1 I I• i : - - - .~-„~1-OC`~ r ~ ~ ~ DI-13 HOC ~ ,j°LOC-~,~ ~ .W- ~ ~ \ ' ry~h ' ~ ~ ~~p~ ~ ~ EASEMENT ~ /o ~S ~°ry
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t, CONSTRUCTION ~ ~ ~ ° TREE LINE ~ ~ LOC , y,ii , ~ } " N {o ~ ~ ' e~~ _ ° ~6~ ~ih'~t" 1 PROJECT NAME
x zoo.aD' LOC x, a, ENTRANCE - _ ~ SPOT ELEVATION ~ ~ ~i i0 'y = r, ~ i f ~ ~ ~ , \ a, ,
BENCHMARK ~ 7 ,I ` \ N ° ~ ~ J ~~N slcN NORTH AMERICAN GREEN ~ - z g
S75 EROSION CONTROL ' ~ ~ c , M~ MAILBOX ~ p ~ ~ ~ ~-4- ~
, , , OR EQUAL. USE STAPLE ~ ~ , m TRANSFORMER ~G '
PATTERN D EM ELECTRICAL METER 1 s ; ~;h'' v0,=' ~ , ~ ~ , . ~ COOPERS ;ii w 1
LIGHT POLE ti - h t ~ ~ 48 - 1 ~ 20 DRAINAGE ft , ~ 1 PPS UTILITY POLE EASEMENT ~ ' ~ sp ` ~ ~ , ' , ~ r Y
n; ~ n , 'Y~,t,
~ ~ ` ~ ° C GUY WIRE 1 1 ~ ° ' 1 a.'`°° \ ~ ~ ~ N~ ~ EIPx
E, ELECTRICAL MANHOLE ~ h` ~ / • o ` ",1` ti`O 1 ` ?T TELEPHONE PEDESTAL ~
©CABLE PEDESTAL 1 ~ n ~4 ~ ~ ~ ~ , . ~ ~ ° 1~1~ PHASE II
CATCH BASIN r 1 ~ ~ , 1. ~ `PERfMANENT SWALE ® 1 / ~ ,
D4 WATER VALVE ~ ~ =.2 BOTTOM; 3:1 ° , / ~ ~
?D WATER METER °'o --a / ~ SIDESLOPES ° ~ ,1 ~ t~ , o ix
© WATER SPIGOT 1 1 / / • ` ~ ~ 1 1 \ 1 ~ ~ ~ \ t. ~ i ~ ~
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Y ' ° 1 ~ ~ ti 4~ ~ EROSION ~ J: ' '"ha ,
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FLORENCE C, WELLONS 1 ~ / O. V ~``e \ w, o 1 ~ DB 1406, PG 683 y/ ~ `t,~' ~q i ~ ~ h,~ Y w r
1 1 / ~ O° / J
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~ 1 / i, y~ , ~ ` l~ ~ ` ~ vp'r= ' 1 , J w Highway 2
1 ~ ~ ~ ; Q ~ ~ ~ ~ ~ } Spring Lake, North Carolina 28390
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1 , ~ , p ; ( , I r- 0 h,~0~% DRAWN BY: SEAN
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PHASE I ° r ~ ~ 1 ~ ~ / o \ ~ _55 CHECKED BY: CHRIS
W ~ ~ v i _ ~ o at s be 0 ~~aiY YY . . Kn w wh I W. ~ ' ti. / h, Y, ~ Y , O , , ~ r ° , x \ ~ PROJECT NUMBER: 524 ,y1
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Y . ,r , _ \ - P ne: 9 6-67]7 ha 10 2
1117 \ I m y y ~ ~ ~ \ \ • ` t , } ~ a 4'lT _ _ _ _ Fax [phone]
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~r TREE LINE \ 1~ 1 ~ v / ~ b ~ ~ ~ ~ , , ( SANITARY SEWER SERVICE LATERALS WILL BE CAPPED OFF AT THE SANITARY SEWER ~ MAIN USING A 4" PVC GLUE-TYPE CAP. , / ~ AREA A
z zoo.oo'SPOT ELEVATION / \ 1 ~
BENCHMARK i ~ 1 . / ~ r--~ THE EXISTING WATER SERVICE LINES AND ASSOCIATED METER BOXES SHALL BE REMOVED / WAND RETURNED TO HCDPU. THE CONTRACTOR SHALL DIG UP THE WATER SERVICE LINES
5~~ SIGN 1 kk x , ~ ~ / r r ~ ? , / j il"~}~ t'~~y f ALL THE WAY TO THE TAPPING SADDLE AND CORPORATION STOP AT THE WATER MAIN,
TRANSFORMER 1 x L 11 ' S6 3 , i' r ~ ~ w,,,,,,,,,,, 1 TURN OFF THE CORPORATION STOP AND INSTALL A PLUG INTO THE EXPOSED END OF THE 56 3, ` ~ CORPORATION STOP. THEN THE WATER SERVICE LINES, THE ASSOCIATED METER SETTERS AND
m ~ ~ L~ ` 20' UTILITY,. Yi, i ` NN~+ 1 ~ E~ ELECTRICAL METER EASEMENT _ r-'~ ~ N 1 NoN~ ; , ,i ~ ~ ,,,}'Y s ,n x , METER BOXES MAY BE REMOVED FROM SERVICE. IF THE EXISTING WATER SERVICE LINES, THE
, ~ LIGHT POLE 1 1 i , x' ,=`i ~ o°' ~ o.N,N a , " ,F f w ASSOCIATED METER SETTERS AND METER BOXES ARE WITHIN FIVE FEET OF THE NEW LOCATION }~'y ~ ~ ~ 1 TO SERVE THE PROPOSED LOTS, THEN HCDPU WILL ALLOW THE CONTRACTOR TO MOVE THE
, PP• UT1LITY POLE .._;i 1 ~ i' . w. ,r; p6° ~ ` _ . , ~ _ ~ ~ EXISTING WATER SERVICE LINE USING ADDITIONAL SDR-9 POLYETHYLENE TUBING AND QUICK `?fJ ,r CONNECT FITTINGS (TEC TITE, SHARK BITE, ETC) APPROVED BY HCDPU TO MOVE THE WATER
C GUY WIRE m ao _ _ , ~ , =i N \ SERVICE LINES, THE ASSOCIATED METER SETTERS AND METER BOXES TO THE CORRECT LOCATION. CLIENT
'E ELECTRICAL MANHOLE 1 ~ M ~ r ~ - yL°?~ N , 1 1 r , 2 r
?T TELEPHONE PEDESTAL ~ / _ ' ' NN k N • ~ / / ` ~ ~ N ~ s ? 7+91.1 •d...-- BO ,r ` x~} 1*~$ALL EXISTING UTILITIES LOCATED WITHIN THE LOTS SHALL BE REMOVED. 31.1
© CABLE PEDESTAL 4 ) , ~°o ~ ~ ~
®CATCH BASIN / ~ ~`e~ ~ 2 > ~ ` ` Y. ~ ~ \ 1 ® " C4 WATER VALVE / 1 i os WELLCO r ~`t
Y, r' 1 ~ WATER METER , ,3 t ,F ~t
~ h, , O WATER SPIGOT , . h~ i 1 COOPER'S CREEK ~ 5, ~ J" ~ CONTRACTORS, i ~ A~~ ~
S SANITARY SEWER MANHOLE ° ~ ~ I ~ ' 1 0 ~ PHASE I ' ' , o~~ , ~55 INC.
, N ~C0 EXIST1NG CLEANOUT ` ` °'a ~~o } ~ ~
TREE 1 / t ~ Vii`' mNN NryN t e rO, ,
PROPOSED SANITARY SEWER MANHOLE / 1 '~o> i, , - ~ ~ 511 Highway 210 North
• PROPOSED CLEANOUT ~ ~ ~ ' , 1 \ 1 ~ w. ,r y~PROPOSED FIRE HYDRANT 1 tJ ~ s -'f Spring Lake, North Carolina 28390
PROPOSED WATER METER ~ 3 ) ~ /rogq.. ? ,'~~yh . ~ `ee, - - , Phone: [phone]
0 ASPHALT I a, ~2~ ~s ,~i' ~ ~ , ~ FaX: [phone] ~ - r ~ r ~
~ OCONCRETE / r 11 C` ~ \ i so _ •i t r m ,
, ~ . 0 WETLANDS 1 ~ srq: 8+J ' MH-13 _ m i
SOIL RDAD ~ ~ ~ TaP: 2/qe~p•, STA 8+41.79 5.50 L 0 \ INS. 83 RIM 273.14 ~ I / ~ ~ - , 52 2ss.op 79 5.50 L m~` , ` . , ; { . ~--r ~ / / m
• 1 - - ~ ,t -w, INV OUT 261.00 (MH-12) • 11 >1.00 (MH-12) "y ~y i ~ PROJECT INFORMATION
~ 1 ' r'1 / 54 k ~y ` , v x-~- DESIGNED BY: SCOTT
v • w rrr
' 1 ~ 1 1 1 / ~ 1 ~ ~ rs' o ~ 1 1 DRAWN BY: SEAN ~ ~ I„ _ ,
1 / ~ 1 53 V ~ / / 2 ~ ~ C S
1 ~ ~ ~ 3 EIP '~J~ 1 1 `"}J - . CHECKED BY: HRI
~ 1~ ' } , ~ 1 PROJECT NUMBER: 524 / EIP 1 1
/ 1 1 i ~ ~ ,
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- ~ ~ _ ,k. Know what s be~OW. , ,1 \
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a before ou di , 1 X ~ ,,5~ti ~z Y g ~5a ~5) i / N13 1 . ~J HORIZONTAL:1"=40'
~ / \ r , , _ , ~1 1 1 1 N IF L~OC1S, 11
1 , /
0 1 ' ~ , o / " 1 ~ ` CNp,RLE ~ 6, P ~ 2
~ ~ ti 1 ~ / DATE RELEASED ~ ,
' `_a! ERB 1 ~ <°`j ~ APRIL20,2011
GRAPHIC SCALE ~ , , / 1 DRAINAGE ° 1 1 N/F ~ °Jj WILLIAM S. W'ELLONS, JR. & WIFE 1, 1 /
1 ri~ rni i rrAi A 11JCI I /1AIC
y DB 2319, PG 223 J
1 1 TRACT 4 SHEET NUMBER
N/F
IN FEET 1 # 1 / ` WILLIAM S. WELLONS, JR. & WIFE COLLEEN A. WELLOI NIS
1 inch = 40 ft. 46 DB 2319, PG 223 \ TRACT 4
I p -401 C
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM F 48 HOURS PRIOR T DI TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
Emil

409Chlcayo Drive-'.quite 112
J~ u y y / ` ,i'j~4 1 s ~ ~ FayelteJ~lle, NarEh Carolina 28306 ~
1121 ~ y e ~ ~m 1 \m / 1 / ± ~ ~ ~ I Phane: [phone] r /
1117 \ i, 1 rm ~ i... ~ ~ ax(91o 426-5777
/ ~ L .b ~ 1 ' °o yi; / License Number: C-2354 ,i ~ ` t
**THE EXISTING SANITARY SEWER SERVICE LATERALS AND THE ASSOCIATED ~ b P . r ~ ~ SANITARY SEWER CLEANOUTS SHALL BE REMOVED. THE ,m~ ~ ~ ~ , , 1, 1 ~ . ~ ~ 0LU 1015, I IBC
SANITARY SEWER SERVICE LATERALS WILL BE CAPPED OFF AT THE SANITARY SEWER ~ ' r ~ T
MAIN USING A 4° PVC GLUE-TYPE CAP. r OVERHILLS ~ r, . ~ ~ - - ~ ~ ~CJJGWEEWNG ~511RVEYING ~C~Pb ~CON5T21JCTION LAYOUT
ROAD THE EXISTING WATER SERVICE LINES AND ASSOCIATED METER BOXES SHALL BE REMOVED J ` il ~ \ `~~9.\• 20' DRAT SR 1120 AND RETURNED TO HCDPU. THE CONTRACTOR SHALL DIG UP THE WATER SERVICE LINES N/F - `'9•~" - EASEMI J20' DRAINAGE x\23) ~ 1 _
ALL THE WAY TO THE TAPPING SADDLE AND CORPORATION STOP AT THE WATER MAIN, MICHAEL WEST & WIFE, ~ 1120 DONNA M. WEST ~ EASEMENT ~ 1 - ~ SS
1187 TURN OFF THE CORPORATION STOP AND INSTALL A PLUG INTO THE EXPOSED END OF THE DB 1959, PG 487 r--- CORPORATION STOP. THEN THE WATER SERVICE LINES, THE ASSOCIATED METER SETTERS AND \ 9 F'~ ~ ~ 1 /
2110 METER BOXES MAY BE REMOVED FROM SERVICE. IF THE EXISTING WATER SERVICE LINES, THE PB 2004, PG 540 f cP~ ~ ~
ASSOCIATED METER SETTERS AND METER BOXES ARE WITHIN FIVE FEET OF THE NEW LOCATION j,, _ ` \ 1 ~m
SR2~`~~ QN TO SERVE THE PROPOSED LOTS, THEN HCDPU WILL ALLOW THE CONTRACTOR TO MOVE THE },r \ EXISTING WATER SERVICE LINE USING ADDITIONAL SDR-9 POLYETHYLENE TUBING AND QUICK il. SITE /
CONNECT FITTINGS TEC TITE SHARK BITE ETC APPROVED BY HCDPU TO MOVE THE WATER ° o= ~ ~ . ~ SERVICE LINES, THE ASSOCIATED METER SETTERS AND METER BOXES TO THE CORRECT LOCATION. ,1~ :r o ~ 71 ~ ~ ~
1147 p 1122 **ALL EXISTING UTILITIES LOCATED WITHIN THE LOTS SHALL BE REMOVED. \ i1/ ~ ~ o {
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t ~ ~ r- (TYP) = ~ .i ;4 PROJECT NAME _ ,
~ ~ ~ / ~ .t ~~27 j
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~ I ri ~ LEGEND: ° , o ~ . ~ ~ , ~ + 1 COOPERS ~ ~ / STA: 1+55.6 ' ,r ,t TOP: 257.38 ~,r
EiP Oo EIP-EXISTING IRON PIPE ~ ° `t ` / 2 ' BO INV' 252.45 67 / 1
ERB ~ 75 NEW FH ASSEMBLY ~ O ERB-EXISTING REBAR a ~ ~ ' ~,+58.7 ~ a~~ ~ _ / '1~ CREEK / r.y _ _ ,
CP o ~ y W/VALVE STA 9+15.7 / s I 5 CP-COMPUTED POINT r/' ~ D R G0~
N/F -NOW OR FORMERLY ~ ~ ~W ~p~e Raw °~oFN m ~ say _ ~ Y ~ + 1 (p~,e Roo ~ ~ ~ saa ~ i, / " 1
R/W -RIGHT OF WAY q C. PHASE II
RCP -REINFORCED CONCRETE PIPE ~ f'
CMP -CORRUGATED METAL PIPE ` ~ ° ~ ~ CI -CURB INLET ~ ~ o ry"~
PROPERTY LINE o rn o ry ~ rn ry pro' ' . ~ STA 2+37.95 17.03 L _ 's 1 ° ~ ~ ~ 1 .RIM 261 67 "a,
~ Oho ~ C ry. , - - -ADJACENT PROPERTY LINE ~ / ~ INV OUT 254.25 (MH-8063) ~ . r°~ 1
20~ DRAINAGE ~ ry + ~ ' TIE TO EXISTING - T1E LINE EASEMENT ~ ~o ~ LINE AND EXTEND A TIE TO EXISTING 2 WATER COOPER'S CREEKr~r' ~ ~ , VE AND EXTEND AS SHOWN 52.59 LF ®0.727 f PHASE I
RIGHT-OF-WAY 76 ' ( 8° SDR 26 PVC ~ \ ~ y'
ss ~ 63! SANITARY SEWER LINE REMOVE EXISTING ' ~ , 63' ~ .Y. ~ j,. ~ } a.~~a
so STORM DRAINAGE - _"24" RCP / o ' ~ , ~ ~ ~a~~ " ~ ..?J' UTILITY PLAN
~ WATER LINE ~ X FENCE LINE ~ o ~ i ` ~ / ~,o~ r
rn ~ ~ ; ~ . ~ , TREE LINE V ~~l ~ .i AREA B
~ i ; z zoo.oo'SPOT ELEVATION FES-4 3 _ j ~Nl/ 226p48\ ~ 2'`'690+, ~ j-.~. w ~ ~y`29 ).w y't
\ \ . - BENCHMARK ~ o r, ~ ; r SS4 3 ,5'( Q. tiy~ 5 ~ . -
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TRANSFORMER 2N I m o. O w i m u ~ ~ ~ _
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~ LIGHT POLE ~ oN o^' v m # t • UT1LITY POLE 4" • Q rn v ' r ~ ~ ~ ~ ~ CLIENT
~~QS;- ~ C GUY WIRE ~ °NNpdy REMOVE EXISTINi ,i°` ,rr°iX _ _ REMOVE EXISTING 18" RCP 64 , ,t
& OPEN THROAI 'E ELECTRICAL MANHOLE ~ °r 3~ ~.r I ~~o=; ? ~ 0~ & OPEN THROAT BOX J
?T TELEPHONE PEDESTAL ~ ,r. v t° r
~ , t , ~ ~5 , - ; ~ ~ / ERB vy. ~ WELLCO
® CATCH BASIN ~ ` i.. •r ,4. _ 10 UTILITY/STREET rte, mJ A „ ~ ~ o r" TREE EASEMENT ~ QJ ' o a M r ,
C4 WATER VALVE ~ ry / CONTRACTORS, Y x r r=
¦ WATER METER _Q .N ~ \ ~~o~ ~ O WATER SPIGOT ~ ~ ` / _ `
r ` ~ ~ • 'S SANITARY SEWER MANHOLE ` ~ I ~o ~ 1 353,E _ I N .
EXIST1NG CLEANOUT ^ ~ o 1 5~3~11'~A w / i
~ryp" , TREE _ 'a, ~ ry 61 f ERB, ~ ~ ~ f 511 Highway 210 North ' ~ ,r / + / ~ rth C I 28390
µ PROPOSED SANITARY SEWER MANHOLE - I Spring Lake, No aro ina
• PROPOSED CLEANDUT 10' UTILITY/STREET ~ y O .-~~i ,3' / ~~Y. ~ Phone: [phone]
~ TREE EASEMENT ~ PROPOSED FIRE HYDRANT ~ , Faz: [phone] -
PROPOSED WATER METER ~ _ - r ~ ~ D ASPHALT _ w 4, 4 ~ ~i o
r- CONCRETE ~ ~ - ERe r- / ERB $6
~..w WETLANDS
0 SOIL RDAD - ° t / _ ~ - PROJECT INFORMATION
~ ^ h~~~ / _ . N/F
~ rr' ~ ~QO I I ' \ I LAURAL HILLS - DESIGNED BY: SCOTT
~ ti 3 /,y~' _ _ ~ ~ 60 SECTION 2 g4 I / PC F, PG 260A DRAWN BY: SEAN
w ~ ~ ~ w h•ro o~ y, , _
~ N h M' , / ^ NN O CHECKED BY: CHRIS
ti - s ~ I / PROJECT NUMBER: 524 \
® o / ~ 1 ~ ~ , EIP
^ \ ~ /
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~ _ ~ - W/VALVE STA 13+15.7 , ro~-~ :s' Know what s beIOW. - _ ~ ~Q•.. ^ \ ~ v2„
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tiQp'~. ~ ~N ~~~z„ ~ . 83 ~'0 1 / 111 ~ ~ o~
ERB \ _.v -JQ°
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I ERB i ~ APRIL 20, 2011
GRAPHIC SCALE • `-a NEW 6" GV W ~ w..
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B8? 1/4' Zk ERB SHEET NUMBER
4,j l2" 3~ "W a., ERB 84
( ) ~ ~ e IN FEET (BENT) N79'33'08"W 51.00' b i 1
1 inch = 40 ft. / . ERB - - 88 l C-402
19S 14' ?
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM F 48 HOURS PRIOR T DI TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED

LI09Chlcayo Drive-'.quite 112
. + + ~s` +W1 Fayelte~lle, NarEh Carolina 28306
1121 ~ ~ _ - ' ~ ~ ' _ \ t ~ ~ ~ - , W W W W W I t! Phone: [phone]]]]
1117 ! , ti ~ - \ b b `4 ~ ' t \ t `(r 4 , 1 e i I b 8 ~ a a -i °t..~~ ~W W ; W ~ W W , W W; Fax [phone]]]7 ' ~ 11110111 W W W W W W W- W ~ ~ tl* W 1101 W ~ W W
i ~ i w' r r I _ tl• tl• 1 q ~ a tl• ' (tom , W W W W u1101 IuuloN111~ ~ ~ ~ License Number: C-2354 OIII~IIIIIpIkA ~ W W W W w W ~W W W" W ~ 11111110 r W ~ W W W W~~ ~
, ~ /e ~ '4 ~ ' ' ~y y b~ b a _ ~ r - `ti, d• S a ~k' e T d• S `Y~I~~~~~W~~I~~~.u~~l~~~ W oiuiolu~unul~uunl~nl~iuu~ul~IU~~~ W W W W W, W W` W W ~ ~V ~I G \
**THE EXISTING SANITARY SEWER SERVICE LATERALS AND THE ASSOCIATED a a a b b =,a a s+ a b a, a s 1°' a s - 1 - - unuulol~iunm~nuulul SANITARY SEWER CLEANOUTS SHALL BE REMOVED. THE a a a b _ b a a a a a aiiuu~ { 11~11001,~ ~r W ~ W ,.W'' W W qrt W S W W m r W W W W W W W W i r-
iuiil ~ nuuuu b// b b a a a `°MSANITARY SEWER SERVICE LATERALS WILL BE CAPPED OFF AT THE SANITARY SEWER ~ ~ ~ ~``a a i'it~jj141~ ~ ~ ?b a a ! w b b, a . , ,1'r /ii 11~ b w a b a a ~ ~o~uTio ~c W }fir-W W W W` r f ~ ' I
MAIN USING A 4° PVC GLUE-TYPE CAP. , a a a a a a ;T a ~ a OVERHILLS = ~ a a a c` a a° a b a a b W ~ W ~ W ~ / ~ ~ ~ , ~ ~ ~FJJGWEEWNG SURVEYING ~C,Pb ~CON5T21JCTION LAYOUT W ,,w W W r rw W ~ \ ~
ROAD THE EXISTING WATER SERVICE LINES AND ASSOCIATED METER BOXES SHALL BE REMOVED = ~ b a.. b b a a a a b,r a a ~ a ~ „a 1~ SR 1120 AND RETURNED TO HCDPU. THE CONTRACTOR SHALL DIG UP THE WATER SERVICE LINES - ~ ~ ~ ~ a a ~ ~ a bs ~ ~ j'~~ ~j'~- W~WW~ We}.tl 1 ~ ~
1120 111` n1 a a a ALL THE WAY TO THE TAPPING SADDLE AND CORPORATION STOP AT THE WATER MAIN ~ ` ~ t°i~ a a e ~ u "~/11/~.` ~ v . , r. ~ .1j~
TURN OFF THE CORPORATION STOP AND INSTALL A PLUG INTO THE EXPOSED END OF THE ~ ~ a a a a ~~~"v ~ ~ ~ a ~ "i , 1197 ~ ' , a.. ~ b b a ~ a a ~ a,° b b b,~ a il CORPORATION STOP. THEN THE WATER SERVICE LINES, THE ASSOCIATED METER SETTERS AND : ~ a b ~ a „ /t ~ ~r,'b M b,; / ~ , . ,
METER BOXES MAY BE REMOVED FROM SERVICE. IF THE EXISTING WATER SERVICE LINES, THE °jr a a a :b b a .=a ,~~~a°}a a ~ a a i l 2110 b b a b, a on~ti~lur~ I, }y :r rr :
3 o ASSOCIATED METER SETTERS AND METER BOXES ARE WITHIN FIVE FEET OF THE NEW LOCATION _ u~,lumwl a a b a ~ E'`a , R2°~P Q~ TO SERVE THE PROPOSED LOTS, THEN HCDPU WILL ALLOW THE CONTRACTOR TO MOVE THE a a,uu1~11"°'v1 a' a a= b b b b W~~, t, ,ii .j r
5 ° a o,. EXISTING WATER SERVICE LINE USING ADDITIONAL SDR-9 POLYETHYLENE TUBING AND QUICK 1111,1\ j1111~°m1b ' a a "=a a a b a SITE ,...1 bbaa~a`~aiab , I
CONNECT FITTINGS (TEC TITE, SHARK BITE, ETC) APPROVED BY HCDPU TO MOVE THE WATER - : a b a a a,,= a ~ a ~ , SERVICE LINES, THE ASSOCIATED METER SETTERS AND METER BOXES TO THE CORRECT LOCATION. / ~ ~ ~ a b b ,~'a d b ;r` b ,tpa a ,s } r
1147 '~~x°ti. / / ',7Y~°~~,._: ~ a ~ **ALL EXISTING UTILITIES LOCATED WITHIN THE LOTS SHALL BE REMOVED.- ~ ' a ~ ~ ~ ~ ~ ~ ~ b b .b a 1122 / ~ ~ ; a a ~ ~ b ~ a rr
h , ! ~ V~ 4 4. \ ~ b b a d a 1 y ~
. ~ - ~ ~ 11W1~~11111 b b ` a a ~ MH 6 r r' i ~ ° ~ ~ r j~r ~
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w " I ~ . ~ _ r 1NV OUT 227.05 (MH 16) ~ S A 6+2~,02b0.Op a ~ ~ M 235.~2b a a~ ~ ,m t / r ,
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W,-~- - / . aINVgOU'T 225.Ofl (MH-5) \ SS ~ l ~ a b b r a e , a a s / 9 STA 8+22. l8 ,0.00 ~ ~ r 11 <,I l 1 'r ~ \
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a r,r " a ~ b ~ ~ INV IN 223.35 (MH-20) r ' i /
' , ; , , ...........INV OUT 223.35 (MH-3136) ~ `ti • .v , •,b b rrrr a ~,r e a , h'°~ ' i ;
- ~ a - r b e ,r , , ~ ~ , , ~ y. ~ .r b b' b ei a a ~Ir .r .r btu b b b a9, , t` ~ r"• ' ~ a e ° a
- _ _ ! *AFTER iNENr SE RbLINf IS' IN~TAL~ED; IN~fi L b :s., a 4, t, ~ ; _ _ ~
/ ° / ®•SEWER MH- 60 TO"MH"-2t7 SEWER BE tN a • ~ a a a b a ~ ~ I + `~s ` STUB OU?. ~ ?MH-9760 AND MH-1 SMALL Bf AB'AN~ON~D. Lll~r a a a b a a 20'
o !BETWEEN MH-9760 AN ~-~0 VEIL ~ ~23.~4 LF ~ `•~~s ~ o / h a b b ~ a ~ a b b a'` b ~ ' ~ ~G m`O OF 8" SDR 35 PVC ®1 8~. ZHIS,WIL,L B~ TAMP Af?X a a a a a, u~ ~
. ' ~ t~^`~ ...SEWER UNTIL SEWER FO PµASE III ~S OOMPLET_ . rir a a b ~ • ~1s
. , , ~-.4 , 16621 / a d m ~ . o 'h • \ :
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ERB SDR 35 - -_.STA 2+04.30 0.00 a a a e b b b a W a a a a b ` ',Y ,.Y / o ' V ` RIM 235.68 _ ~ I-, w b b a a W, a a a b b i ~ , C ~ a a a a
, INV IN 224.40 (MH-16 ~ Y' i - --a a a a a ai b b b a a a a a b b h , , / +o / INV OUT 224.30 (MH 0~ ~ \ i 4 h, ~-....MH-20 (DOGHOUSE) ~ a a a b a i, a a a a ,~°a a; a b a~ a a a .
i' ks a, r~ b ei b a b ~Y J. '`•.,,Y ,Y ,4 e b b d~ d b b 4W J. .Y iir ,Y ,Y b b e i e w , , STA 1+66.21 0.00 ~ • , r , ........RIM 235.61 _ a ,b b a, b a a ~a a ,=,a b a ~ a b iia ; . ' b a~b b a ~
a ~'*~Y b 8 8 W ,Y ''W, d. b a a ~ b 8 W W W b b W m iijsb S INV IN 224.14 (MH-5) j / . m / ; ~ _ - ,t ..n
38.0 LF ®0.42% ~ a"~ ~ a b a a a a a a~ a a a a a m im , °--INV IN 227.61 MH-9190 ~ ~ , - + ~ ~ a a a ,j b LEGEND: ( )I o° 8° R 35 PVC ~ b a a b b b a a ~ a b b ,
- a b b b a a b d bra' a a s r'a EiP EIP-EXISTING IRON PIPE ;INV IN 225.50 (MH 976 0 ~ A H-8 ~ INV OUT 224.04 (MH-1 b~ ~'h a b b b . b b a b a a, a ti TA 9+80.60 0.00 ry ~ F8D.6D D.DD v ~ - - ~ _ C R E E K
ERB - r b~ w b b a a , m - OERB-EXISTING REBAR b\ ~ ~ :,i b a a j,~ a b ~ ~ ,b a a a a a a ~r,a ~ RIM 246.73 6.73 ~ ~ 4
CP ~ ~ ' INV IN 241.75 (MH-9) o CP-COMPUTED POINT I _ b _ a a b'~,,b a ,°a a a ~ d b ~ a,:° a - ~ ~ , INV OUT 241.65 (MH 7) ~ ~ . a a ~ b d.-- err a a a ~ ~ h 241.75 (MH-9) ~ T 241.65 (MH-7) \ e 4
N/F -NOW OR FORMERLY w ! ~ _ _ .w r I~a b b a a a.~,a a a a - a a ~ Y'' IF . ~ ~ , o Y - w- 4
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, CGUY WIRE I ~ ' _ f ~ s ? s...- o 1 r \ W W 10+~~ Q~00~ / ~ ~ ,STAW i r W W W . w W
I ~ _ ~ _ 'E ELECTRICAL MANHOLE ~ _ " - r f v • SQ r- ~ 2~~48&)0 H~10407 W W • , R
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C4 WATER VALVE ~ ,.r .t _Y t- - - t i , W W,,„~ , , X -=w X CONTRACTORS, /
~ WATER METER ,r, O WATER SPIGOT - ` ~ , . ~ ~ ~ ~r - ~ INC.
` ~r 'S SANITARY SEWER MANHOLE I
,ca ~ ~ 1 EXIST1NG CLEANOUT
TREE Y r d r ~/i ~a / ~ 511 Highway 210 North
~ PROPOSED SANITARY SEWER MANHOLE ~ I I HW-9 r ~ JB-7 ~ r r ` , ~ ~ ~ Spring Lake, North Carolina 28390
• PROPOSED CLEANDUT I ~ ~ , ~ ~ ~ , ~ ~ il / ;i'~ ~ Phone: [phone]
y~PROPOSED FIRE HYDRANT 'w ~ ti Y ~ ' - ~ OPEN OPEN 1 Faz: [phone] w
PROPOSED WATER METER ~ - ~ - I - ~ \ ~ SPACE ASPHALT I ~ / ~ MH - 142,371 SF SPACE \ ~ ``yd 'y ~ 1
~ 15 ~ 0 CONCRETE J' \ STA 3+77.69 5.50 L~ 3.27 AC 142,371 SF / fj„~ ~ 1 3.27 AC ~ d ~ , ~ \
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-I- !'i oo ` INV OUT 254.50 MH-12 PO-12 SOIL RDAD ~ • o r I ~ ) - ~fa~ ~ ~ PROJECT INFORMATION ~ ~ ~ ~ ~ ~ ® ~ry
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~ ( I ~ , I Fe PLUG TEE & TAP 1 oN ry~~ij,, j 1 DESIGNED BY: SCOTT jp, °"jpj s 20~ UTILITY ~ SEAN
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/ / 1 / ,
q ~ , ~ ® ~ v~ / ~ / HW 8 r , i`S tsS MH-17 (INSIDE DROP) ' ~ ~1 y ~ ~ MH-11 1 PROJECT NUMBER: 524
~ ~ ~ rq; •0~°"" ~ STA 17+16.10 0.00 1 , ~ / , J roP. 3~~ ~ ~S o ~ RIM 254.22 JG SS jy STA 15+06.81 0.00 ~ : 8. 0 26 P RIM 253.62
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s z 0~, ~ RIM 264.03 °Y,,/ a before ou di , ' ~ ~ ~ ~ r Y ~ -NEW 6" GV ~ N s`~ r`q ~ - ~ ~Sx' INV IN 257.03 (MH-13) ~ ~ ;'r' ~
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Z (TYP) , 1
w y :i ~ \ ` ~ N/F ~ DATE RELEASED
48 ~ ~ s ' t BROOKSIDE HILLS LTD ~ DB 1712, PC 698 APRIL 20, 2011
GRAPHIC SCALE 20' DRAINAGE 1 , ~ EASEMENT
~ 1 FIP
i + .
+ ~ -CJ 105.80 LF @ 2.989, 8" SDR IN FEET ® 2.98% a SDR 35 PVC SHEET NUMBER
1 inch = 40 ft. ~ THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIC
-4m3
TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
~ NNE. VA ANAX w ~ j r

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- 1 FayelteJ~lle, NarEh Carolina 28306 ~
1121 --m.". ~ ° `I ~ 1 ~ ~ Phone: [phone]]]]
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INV IN 246.40 (MH 17) INV OUT 246.30 (MH-10) ~ t
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PROPERTY LINE ;j ;
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51~ SIGN ~ / ~ h ' ~ f ~ i , _ ff ~ i f 4 ~w--.....W r` ~ S ~ , ~..w e
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m TRANSFORMER ~ / 4 1 ~ ' ' ~ I
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~ LIGHT POLE ~ PP• UT1LITY POLE ` ' 1 CLIENT
~ ~ C GUY WIRE ~ / . ` ~
'E ELECTRICAL MANHOLE \ ~ ~ ~ I ~ 2}002+13.35 \ ~e
?T TELEPHONE PEDESTAL ~ / ~ ~ ~ `
©CABLE PEDESTAL ~ / ~ \ ~ - WELLCO
®CATCH BASIN / v - T1E TO EX'ST'NG 6° G~ CONTRACTORS, \ NEW 6" GV AND EXTEND AS SHOWN
C4 WATER VALVE ~ STA 0+05.5 S~A93)
~ WATER METER 1 O WATER SPIGOT ~ ~ I INC.
'S SANITARY SEWER MANHOLE ~ ~ NOR'(NP~INpRe p0 S~R~~t i
~C0 EXIST1NG CLEANDUT 1 w - W 60' R/W 1
1 TREE o ox r~F' I 511 Highway 210 North
PROPOSED SANITARY SEWER MANHOLE ° 1 i " - ' \ ' o - - - Spring Lake North Carolina 28390 TIE TO EXISTING 6" WL ~ ~ ! ~ ! - '
• PROPOSED CLEANDUT ~ AND EXTEND AS SHOWN ~ ~ } ~ + 1 Phone: [phone]
PROPOSED FIRE HYDRANT ~ ' i 1 ; ~ ~ Faz: [phone] t
PROPOSED WATER METER / / 1 0 ASPHALT ~ / 1 ~ ~.l I
0 CONCRETE q / 1 w I ~ ,
WETLANDS ~ / 1 1 I
0 SOIL RDAD Q / 1 I ~ } PROJECT INFORMATION
~ / I
~ / 1 / 1 \ I ~ ~ I DESIGNED BY: SCOTT
/ 1 / 1 j o I DRAWN BY: SEAN
/ 1 / 1 1 ~ / I ~ CHECKED BY: CHRIS ~i I l t I
® ~ R 1 j ~ I PROJECT NUMBER: 524
N~f ~pNS~ ~ ~ I
S WE~-G g31 1 w1L~1PM 1121, P & 2 1 I I I
DB PCj 1' 11 ~R I I DRAWING SCALE
Know what's below.
1 ~ I HORIZONTAL:1"=40' I
a before ou di , 1 Y 9 I I
I I I
\ I I DATE RELEASED
I I APRIL 20, 2011
GRAPHIC SCALE ~ ~
' SHEET NUMBER
I
IN FEET 1 \
1 inch = 40 ft.
1 C-404
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIC TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED

L109Chlcayo Drive-'.quite 112
FayelteJ~lle, NarEh Carolina 28306 ~
Fax(9o9~ ~ 777
a License Number: C-2354
~ ~ ~ ~ , r- ~ ~ V ~ ~
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i 8 ~ / ~ / 1100 `.o ,~o i ^ i
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STA: 6+22.1 STA: 6+42.1 STA: 7+19.2 ~ ` h ~ - TOP: 266.84 TOP: 266.70 TOP: 267.27 i ~ h~ ~ ~ ' I~
INV: 260.00 INV: 259.90 INV: 261.00 0 y s ~ O
i ~ JB, I i g ~ Z o } \ ~k~~~~ ~ ~ ry
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~ `ti NEW F ~ ~ HW 8 1 ~ X Q~ ~ p0 ~ STA: 5+40.6 STA: 5+6; W S ? ~ i TOP: 266.78 TOP: 267.1 ° " HA ~ \ 2l i ~ x / 5EW s" GV /NAIVE STEM@~Y ~ ? 78 TOP: 267.58 TOP: 272.D1 TOP: 272.51 ~ 70 INV: 252.00 INV: 266.00 INV: 267.00 ~ ~ ~ ~ a/5 ~ y~ REVISIONS
9~' ~ ~ A ~ ~ ~ INV: 261,00 INV: 252.( TA ~ ~ 0.06 A 0+34.5 ~ `,~P Cy `i
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~M~ II II MONO-F->
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275 LOW POINT ELEV = 255.02 275 CREEK
LOW POINT STA = 2+15.08 PVI STA = 2+02.48
PVI ELEV = 252.15 'DINT ELEV = 263.63 ~ / P H AS E
A.D. = 8.78% LOW POINT ELEV = 26 K = 30.00 LOW POINT STA = 5+; 'OINT STA = 5+24.46 ~ ~
PVI STA = 5+99.4 ...........................HIGH POINT ELEV = 262.17 263' VC PVI ELEV = 265.7 JI STA = 5+99.46 , ~ VI ELEV 265.74
HIGH POINT STA = 4+72.39 ~ A. D. = 0.37% A. D. = 0.37% 31~% ~
PVI STA = 4+12.39 M N j K= 408.04 PVI ELEV = 260.49 o J I I ~ 150' VC K = 408.04 _ 150' VC ~ -
270 HIGH POINT ELEV = 260.22 A.D. _ -1.16% ~ ~ 270
HIGH POINT STA = 0+18.11 K = 103.10 ,3 PVI STA = 0+41.87 120' VC ~ o n
PVI ELEV = 259.88 ~ A.D. _ -3.39% CC t0 N ON N N.
O M +~NN~ + ~ K = 14.00 °o j v ~nNZZO
48' VC o i
N pp Opp N ~~ZZZ SHELLBARK 4" CO
II NOON J = 265 ~ ~MN~ a ~ ~ N J NNZ~ N v J 265 DRIVE
~ N- N O W I" ~ 4 CO ~................................................................................s....................................................................................................
a I Q ~ ~ ~n N H?? t0 d / ` i .rte ~ 8~%" 4"°°' °n PROFILE
nmN 2 ~ +O~ ~ m
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'1.42% M "O / 36" MIN COVER ~ " g" SDR 35 PVC
260 ~ ~ ~ R ~+NE 4" co NOnN ~ 21 WPZE 99.70 LF ~ 1.32% 260 2
.8 = M N ~ 2 5pR \ ~ ~'~0 N N Z_ ~ / CLIENT
POSED UNH?? \ ~RAO PLUG TEE &
\ E / TA W/2" WL xs \ p,0
R 1 ~\5~~ 4 CO ~ 0.45% 8" SD WELL CO
~ G 165.00 LF 255 ~ E R 35 PVC 255 CONTRACTORS,
_ n
n 6 5 (p OR Wq ~ INC.
O > I } ~ HE ~
p ~ 8" SEWER m ~
`D ~ ~ M \ 20 LF 6" DI 511 Highway 210 North
N a , CENTERED
250 ~ a a \ _ _ _ _ _ BELOW LATERAL w+ jai \ / ~ o ~ 250 Spring Lake, North Carolina 28390 Phone: [phone]
I® ~Q \ ~ 1 / O Faz: [phone]
H 20 LF 6 DI . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
~ ~ 1 / CENTERED } Ni ~ BELOW STORM
~ I m~ 26.00 LF ®1.15% 18" RCP w
a PROJECT INFORMATION
245 245
89.55 LF ®4.00% 42" RCP - DESIGNED BY: SCOTT
DRAWN BY: SEAN
CHECKED BY: CHRIS
PROJECT NUMBER: 524
240 240
f~ O M M O N N ~ N N O M ~ I~ M ~ O O ~ W r r ~ ~ ~ ~ ~ N f~ O N N O p0 ~ O M O Ln ~ ~ N ~ ~ DRAWING SCALE
O I~ O O N N r r~ r~ d r O 0> f~ N ~ ~ O ~ Oi N ~ N O N ~ ~ ~ ~ ~ ~ O ~ O O ~ O ~ N N ~ ~ N N ~ ~ O O ~ N N N N N N N N N N N N N N N N N N N N N N N N N N r~ DJ ~ m~ O ~ N C,j
N N N N N N N N N N HORIZONTAL:1"=40'
VERTICAL:1 "=4'
0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+00 7+00 8+00 9+00
DATE RELEASED
GRAPHIC SCALE APRIL20,2o11
40 0 2D 4D 80 160
SHEET NUMBER
( IN FEET )
1 inch = 40 ft. C-5m 1
I

L109Chlcayo Drive-'.quite 112
FayelteJ~lle, NarEh Carolina 28306 ~
NC GRID NAD 83 (NSRS 2007) 2007) Fax (9 o~j 4265777 ~A~~~
NC GRID NAD 83 (NSRS 2007)
~ ' i a~ i 3 I 1 ~ License Number: C-2354 ~
68 ~N / ~ n 51TE
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1 PROJECT INFORMATION
235 235 230 230 230 235 235
DESIGNED BY: SCOTT
DRAWN BY: SEAN
CHECKED BY: CHRIS
PROJECT NUMBER: 524
230 230 225 225 225 230 230
O [0 M r ~ m N ~ m DRAWING SCALE
CO O ~ h O N (0 ~ ~ ~ ~ ~ ~ co co d ~ d N N N N N N N N N N N N N N HORIZONTAL:1"=40'
VERTICAL:1 "=4'
0+00 1+00 2+00 3+00 0+00 1+00 0+00 1+00
DATE RELEASED
GRAPHIC SCALE APRIL20,2011
40 0 2D 4D 80 160
SHEET NUMBER
( IN FEET )
1 inch = 40 ft. C-502
I

L109Chlcayo Drive-'.quite 112
FayelteJ~lle, NarEh Carolina 28306 ~
Fax(9o9~ ~ 777
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245 245 240 240 240 240 240 CONTRACTORS,
INC.
511 Highway 210 North
240 240 235 235 235 235 235 Spring Lake, North Carolina 28390 Phone: [phone]
Faz: [phone]
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
PROJECT INFORMATION
235 235 230 230 230 230 230
DESIGNED BY: SCOTT
DRAWN BY: SEAN
CHECKED BY: CHRIS
PROJECT NUMBER: 524
230 230 225 225 225 225 225
O M~ 00 ~ ~ M O Q o~ N N ~ DRAWING SCALE N
~ ~ ~ ~ N ~ N ~ ~ ~ ~ ~ ~ ~ ~ ~ N N N N N N N N N N N N N N N N
N HORIZONTAL:1"=40' N
VERTICAL:1 "=4'
0+00 1+00 2+00 3+00 0+00 1+00 00 0+00 1+00
DATE RELEASED
GRAPHIC SCALE APRIL20,2011
40 0 2D 4D 80 160
SHEET NUMBER
( IN FEET )
1 inch = 40 ft. C-5m3
I

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FayelteJ~lle, NarEh Carolina 28306 ~
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\ ~ 511 Highway 210 North
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230 - - 230 Spring Lake, North Carolina 28390 Phone: [phone]
LF ®0.53% 8° bl 159.77 Faz: [phone]
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DESIGNED BY: SCOTT
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38.09 LF ®0.42% 8" SDR 35 PVC
CHECKED BY: CHRIS
PROJECT NUMBER: 524
220 220
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DATE RELEASED
GRAPHIC SCALE APRIL20,2011
40 0 2D 4D 80 160
SHEET NUMBER
( IN FEET )
1 inch = 40 ft. C-504
I

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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . c0 7 N °~N"® PHASE II ZZ N _ _ O
~~~ZZZ
265 265
1
1
0 MH-14 TO MH-5 N i
~i 260 0 ° o ~ o ~ 260 9+00 T018+50
o ~ o 0 oN o
OM ~ d ~L7 ~N~N~ PROFILE
O INO ~ N +~N H rN ~
}NjNF ENO ~ ~N?O ~N?O ~ i ~ 1
=Ff11 N~ZZ
~Of~ ~N~ZZ
255 ° i o i i ~ O j x o x x" O x~ o ~~o ~ 255
_ ~ r O v0 ~ OOM ~ ~ ~ O ~ ~
~ x N N~ ~m~~N 6 g5 P~~ / soR ,..;<:<:.,;.::_;<:::;<!`!`:::;: CLIENT
O 2~ ~~~N +~NN~ QF, n ~ O ~ N OMd O ~FIP / p ~N - N~ ~NZZO G ~ 1p5gOLf X298 ,.,.,.:w:;..
~ p~~NZ I O r~ O x~~»> ~.\5 co . d I E
Q Z Z Z :::::::c;.c;.c : WELLCO
250 rn~z~ ~0 N_O / , ~ 250 CONTRACTORS,
~ a - ~ ~ / 2~_ ~N~ZZ / \
/ / . ~ \ \
~ / ~ ~ ~ ~ 209.30 LF ®0.53% 8" SDR 26__PVC INCA
~ i \ ~ ~C ' 99.00 LF OF 8" DI
I / I 1 ~ ~ 8.. SDR 35 P............ 0.30 LF OF 8" L ,02 LF ~ 1.44% 11 110.30 LF OF 8° s~R 35 Pvc 511 Highway 210 North
160
245 245 Spring Lake, North Carolina 28390 Phone: [phone]
" SDR 35 PVC 8 79 .4 0 Faz: [phone]
F L 4 .6 7 8 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
78.55 LF ®0.899 8" SDR 35 PVC
PROJECT INFORMATION
240 240
DESIGNED BY: SCOTT
DRAWN BY: SEAN
CHECKED BY: CHRIS
PROJECT NUMBER: 524
235 235
M ~ cD N c0 ~ M ~ O cp r~ t0 N N ~ N ~ ~ o DRAWING SCALE
N ~ I~ ~ O O ~ ~ O O ~ ~ N N N N N N N N N N N N N N N N m N ~ N N N N N N N HORIZONTAL:1"=40'
VERTICAL:1 "=4'
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
DATE RELEASED
GRAPHIC SCALE APRIL20,2011
40 0 2D 4D 80 160
SHEET NUMBER
( IN FEET )
1 inch = 40 ft. C-5m5
I

L109Chlcayo Drive-'.quite 112
FayelteJ~lle, NarEh Carolina 28306 ~
Fax(9o9~ ~ 777
r I ~ ~ ~,t, rv License Number: C-2354
I ~ € ° z ~g\ ~ %v ~n51 E
I i ~ ~ z i # i r
I A ! I t~ ~ ~ ~o~uTio~S, i~c
(m......__-- ~ f a ( I a ? I C ~ S ~ ~ ENGWEEWNG ~ SURVEYING ~ C~Pb ~ CONSTRUCTION LAYOUT
I ~ _m fA I # ? n ~ ~ m ~ /
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} II € ~ ~ ~ I. 1 1 # i i ~
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1 5 eW 6" GV i TA 0+05.5 1+00 ~
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60' R W -PUBLIC STREET ~ I . _ ~ {'j ~ _ , , 11E V V OO p
11e TO Ekl ~ ' AND TO ekISrIN AND Ek Sn 6" ~ ~ ~ Ek1'END G 6~, GV i '
1 AND NG W~ . ~ AS S ~ o ~ o
o i S.-~-SNDWN ~ I N0~ N
1 0 ~ ' ~ ~ 3~
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REVISIONS
i .
~ i l I
~ ~ + ~ q ~ ~ ti ~ , ~ i r
~i 1 ; r ~ r
1 F I ~ ~ ~ , ~ioo
j € ~ ~S
I ~ ~ r ~ ~ a Q~N
I # 1 ~ PI~~ ~
I
CI-5 TO DI-13
WATER - + T + STORM DRAIN -0+50 T01+00
305 305 275 275 PROJECT NAME
COOPERS
300 300 270 270 CREEK
PHASE II
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
295 295 265 265
M ~ PO-7 TO CI.6,
o I U M ~
290 290 260 0 260 FES-11 TO RI-10 &
~j O ~ N
EXISTING GRADE ' N N- _
IQ » N "~Z° MH-10 TO MH-19 UN~ZZ
0
TIE TO EXISTING 36" MIN COVER O N M v PROFILES n0~
WL & EXTEND
285 285 255 +N~ 255
M~~O CLIENT i~~>
6" SDR21 WATER LINE o~c~?
EXISTING 6" GV
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IN WELLCO
280 N 280 0 250 250 CONTRACTORS,
~Q INC.
20.73 LF ®1.21% 18" RcP 511 Highway 210 North
275 275 245 245 Spring Lake, North Carolina 28390 Phone: [phone]
Faz: [phone]
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
PROJECT INFORMATION
270 270 240 240
DESIGNED BY: SCOTT
DRAWN BY: SEAN
CHECKED BY: CHRIS
PROJECT NUMBER: 524
265 265 235 235
m o DRAWING SCALE
N N N N N
N N HORIZONTAL:1"=40'
VERTICAL:1 "=4'
0+00 1+00 2+00 0+00 1+00
DATE RELEASED
GRAPHIC SCALE APRIL20,2011
40 0 2D 4D 80 160
SHEET NUMBER
( IN FEET )
1 inch = 40 ft. C-5m6
I

L109Chlcayo Drive-'.quite 112
FayelteJ~lle, NarEh Carolina 28306 ~
Fax(9o9~ ~ 777
License Number: C-2354
T
~o~uTio~S, i~c
~ENGWEEWNG SURVEYING ~GPb CONSTRUCTION LAYOUT
~
T RM PR FILE - + T 4+ 5
260 260 REVISIONS
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
255 255
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
- ~I EXIS _ TING GROUND i w
- - ~ o o PROJECT NAME
~ \ \ O ~ N
\ ~ ° CO H ~ ~ +d~
250 i~~> 250 COOPERS
aD1~? ~ M'
~ ~
HIGH WATER (1YR) CREEK
~0.
NORMAL POOL ~ P H AS E ~o.
10' VEGETATED SHELF
82.1 LF i
•2 29' 01 5 RCP
10' VEGETATED SHELF
245 245 STORM POND
X-SECTION
FOREBAY
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SEDIMENT CLEANOUT
CLIENT
FINISHED GROUND
240 240 WELLCO
GABION BAFFLE GABION BAFFLE
ELEV: 247.70' ELEV: 247.70'
CONTRACTORS,
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IN . C
511 Highway 210 North
Spring Lake, North Carolina 28390
Phone: [phone]
Faz: [phone]
235 235
61 O N N~ N~ N~ ° ~ ~ PROJECT INFORMATION
~ ~ IV N O ~ O ~ O ~ O o
N N N N N N N N N N N N " N " N DESIGNED BY: SCOTT
DRAWN BY: SEAN
0+00 1+00 2+00 3+00 4+00 CHECKED BY: CHRIS
PROJECT NUMBER: 524
DRAWING SCALE
HORIZONTAL:1"=20'
VERTICAL:1 "=2'
DATE RELEASED
GRAPHIC SCALE APRIL20,2011
20 0 10 2D 40 80
SHEET NUMBER
( IN FEET )
1 inch = 20 ft. C-507
I

LI09Chlcayo Drive-'.quite 112
Fayeltedlle, NarEh Carolina 28306 ~
1 8" RADIUS ~ I/8" / JOINT SEALER Fax(9o9~ ~ 777
License Number: C-2354
1/8" TO 1/4" 4'
4" T
AM ~o~uTio~S, i~c
~'a= ~LNGINLEWNG SURVEYING ~GPb ~CON5T211CTION LAYOUT
~ 2" ~ ~ JOINT FILLER GROOVE JOINT IN SIDEWALK SF9.5A FINISH GRADE SF9.5A
/ FINISH GRADE SF9.5A
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
ASPHALT`:..., _ 4' N
Imo..' .
~ ,
24° 5° THICK CONC. EXISTING ROADWAY
SIDEWALK 6"COMPACTED
i ABC EXISTING SUBGRADE g"
COMPACTED COMPACTED COMPACTED '
SUBGRADE SUBGRADE SUBGRADE
NOTE: CARRY BASE COURSE 6" BEYOND SURFACE COURSE
1. PROVIDE CONTROL JOINTS AT DISTANCE EQUAL TO WIDTH OF AT LOCATIONS WITHOUT CURB AND GUTTER
SIDEWALK, PROVIDE 1/2" EXP. JOINTS WITH PRE-MOLDED E.J.
FlLLER AT MAX. 30' O.C.
2. CONCRETE COMPRESSNE STRENGTH SHALL BE 30D0 PSI.
NTS IN 2B DAYS. NTS NTS NTS REVISIONS
1 24" ASPHALT WEDGE CURB 2 CONCRETE WALK 3 OVERLAY PAVEMENT =MENT DETAIL 4 PAVEMENT SECTION
RAMP WIDTH AREA IS VARUBLE NOTES: W 1. TRUNCATED DOMES SHALL
pq0~~ 9 ®®®®®p BASE DMMETER ~ WIDTH OF 1HEHRAMP OR (5, SNP ~ .45'R TO 0.70"R FLOOR AS SHOWN ON THE
A S~ R9CK ] TDP DIAMETER OF ND LESS DETAILS. S b THAN 50X TO ND MORE 2. OBTAIN 70R COMRASf
9 ~ • N THAN 65X OF THE BISE VISIBILfIY WITH Alll01NING pMME~ SURFACE, ERHER LIGHT-ON-
1A J'~q+ O.9° TO 0.65' 1.6' TO DARK, OR DARK-ON-LgHT
MIN 1.4" I ;N ENDAEIXCE~COVERING THE 0 1. UNLESS OTHERWISE I NDIGATED ALL VEGETATIVE AND 7 ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
NI PRECAST CLASS "B" CONCRETE BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE W1TH THE ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL MINIMUM STANDARDS ANDSPECIFIGATIONSOFTHENORTH STABILIZATION IS ACHIEVED.
~~A TRUNCATED DOMES W CAROLINA EROSION AND SEDIMENT GONTROLHANDBOOK. 8 ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE
SloEwuK(5'sro) EXISTING PART A 3'R 6' A B , 1 2 THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY IMPROVED SHALL BE SODDED OR SEEDEDAS INDICATED AND p.~ ONE WEEK PRIOR TO THE PREGONSTRUCTION CONFERENCE, ONE STABILIZED.
unurr STRIP o.D1 MIN. PROPOSED PART B 26 WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. 9 DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED
0.02 ((M~~~~IN~~~. 0.04 ~MAX.~ ' 0•M l~~ 0.02 (NORM) 4" 2 7.5' PART B 13' PART B 13' 6' e DROP CUtB D.04 (NORM) \OQ 0 INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO KOQ 3 IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES RECEIVING OUTLET.
ISOMETRIC VIEW (STD Z'-B•GDRB 5 I- k GUTTER SH ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE. 10 THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
4' 3.5' I # I 4 ACOPYOFTHEAPPROVEDEROSIONANDSEDIMENTCONTROL MEASURES WEEKLY AND AFTERFACHRUNOFF-PRODUGINGEVENT. i PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
SIDEWALK 2 PART B 11 PART B 11 2 of - g" 12:1 MAX. RAMP u a - - I - EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE 5 PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS MADE IMMEDIATELY.
2 SFg.5A I I 2 2~ I I I I OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
„ BC GR0 SECTION B-B g STBC OR 6 CA UP II 24" ASPHALT LIMITED TO OFF-SITE BORROW OR WASTE AREAS, STAGING OR 11 ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT REMOVED BY CONTRACTORONGESTABILIZATIONORASUFFICIENT
oQe WEDGE CURB EXPANSgN 6'-D" J'-4" 6'-0" ~ A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE REVIEWANDTONGDENRREGIONALOFFICEFORAPPROVAL ENGINEER. NCDENR'SFINALAPPROVALISREQUIRED.
JOIM SIDEWALK CURB MIN. CURB TOP OF - - W W CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL NECESSARY MFASURESATNO SEPARATEPAYMENT. THE 12 TEMPORARY GRAVELCONSTRUCTION ENTRANCE SHALL BE
' F 1RANSRION DROP TRMISTIION CURB Z EXPANSgN JOIM CURB ' W J NO1ES CONTRACTOR SHALL PROVIDE THE OWNER AND THEENGINEERA REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND COPY OF THE AMENDED PERMIT. ALL CONSTRUCTION ACGESSLOCATIONSINTONON-PAVEDAREA. PROJECT NAME
o U 1. 4' SIDEWALK RE UIRED ON SOME STREETS. SEE PLANS FOR Q 6 THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY 13 WHEN CROSSING GREEK OR DRAINAGE-WAY, THE CONTRACTOR
ti cu1TER '"STREET TREES ARE REQUIRED ON LAUREL DRIVE IN ACCORDANCE WITH LOCATIONS OF SIDEWALKS. ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT SHALL RIP-RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND EROSION ANDSEDIMENTATIONASDETERMINEDBYEITHERNCDENR RESTORE SLOPES TO ORIGINALGONTOURS,BUTNOTSTEEPERTHAN
vARIaBLE SLOPES Nor SECTION 5.11.5 OF THE HARNETT COUNTY SUBDIVISION ORDINANCE. TREES 2. WHERE SIDEWALK S REQUIRED, THERE SHALL BE A 3.5' STRIP TO IXC~D 12:1 (8.33%) SECTION A-A ARE TO BE PLANTED Wfi}iN THE 10 Fi UTILITY/STREET EASEMENT AS BETWEEN CURB AND SIDEWALK. SIDEWALK SHALL HAVE A OR THE ENGINEER. 21 MAXIMUM. DISTURBEDGREEKAREASHALLBESTABILIZED IMMEDIATELY. C00 P E RS
SHOWN ON THE PLANS. THERE SHALL BE AT LEAST ONE DECIDUOUS TREE MAXIMUM CROSS SLOPE OF 2% FROM BACK EDGE OF SIDEWALK
PLAN VIEW 1. HaNDICAp RAMPS SHALL BE PLACED AT uL HARDICAp PARgNC sTAils. FOR EVERY 50 LINEAR FEET OF STREET. TREES SHALL BE PLANTED ALONG TO BACK OF CURB. 2. HANDICAP RAMPS SH4LL BE INSTALTED FOR THE NEW SIDEWAIX BOTH SIDES OF STREET. 3. SECTION SHOWN TD DEPICT TYPICAL CUT & FILL CONDITIONS
p~p~ ~p ALONG THE EXSRNC Roan AT Au NEw ROAD coNNECnows. ONLY. GRADING PLAN SHOWS WHETHER SECTION S N CUT, MAX. 25' RADII
(60" MIN. FLOOR WIDTH) NTS FILL OR BOTH [NOT PERMISSIBLE FOR NEW CONSTRUCTION] NTS CREEK
HANDICAP RAMP WITH TRUNCATED DOMES ROADWAY TYPICAL SECTION 5 6 7 GENERAL EROSION AND SEDIMENT CONTROL NOTES PHASE II
DRIVE STEEL POSTS IB"INTO THE GROUND ATTACH WRE FENCE TO POSTS AND EXTEND NOTES: MAXIMUM B'OC. AND EXCAVATEA4"X8" THE BOTTOM OFTHE FENCE B"INTO THE TRENCH UPHILL ALONG THE LINE OF EXCAVATED TRENCH AND TURNED OUT
STANDARD METAL POSTS 2'-0" IN POSTS. 4"IN THE TRENCH. 1. WIRE SHALL BEA MINIMUM OF 321NCHES IN VNDTH AND 1ETAL POSTS 2'-O" N GROUND TOPE BOTTOM STRAND SHALL HAVEAMINIMUM OF6WIRES W1TH 12"STAY SPACING.
MIN. 10 GA. WIRE 2. FILTER FABRIC SHALL BEA MINIMUM OF 36"IN WIDTH AND
19 GAUGE HARDWARE CLO1H MESH OPENINGS) STEEL POSTS STAYWIRES SHALL BE FASTENEDADEQUATELY TO THE WIRE WITH #9 WIRE i GAUGE HARDWARE CLOTH (1/4 MIN 1&112 GA STAPLES I-112"LONG. FABRIC THAT DETERIORATES TO SUCH ESH OPENINGS) LINE WIRES EXTENT THAT IT'S EFFECTIVENESS IS REDUCED SHALL BE
MIN. 12-112 GA. REPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.
3. STEEL POSTS SHALL BEA MIN.OF 6'HEIGHTAND SHALL BE THE SELF FASTENER ANGLE STEEL TYPE. ^1 CONSTRUCTIONSPECIFlCATIDNS SITE AND
4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK 1. UNIFORMLY GRADE A SHALLOW DEPRESSION AND AFTER EACH RAINFALL OCCURRENCE. ANYNECESSARY
1 APPROACHING THE INLET. ~ REPAIRS ORCLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF THE DEVICE SHALL BE MADE IMMEDIATELY.
a ~ SEEDING SPECIFICATIONS - i 2. ORNE 5-FOOT STEEL POS15 2 FEET NTO THE GROUND SURROUNDING THE INLET. SPACES P0515 EVENLY AROUND ~ T 5. REMOVE DEPOSITED SEDIMENTALONGTHE FENCETO E R `A I N
TEMPORARY SEEDINGIMULCHING SPECIFICATIONS (FOR LATE WINTERAND EARLY SPRING) SEEDING MIXTURES: ~ THE PERIMETER OF THE INIET, A MARMUM OF 4 FEET U ~ PROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCE OJ O PRESSURE ON THE FENCE AS NEEDED. STEP1 STEP2 0
SEEDING MIXTURE: 5. TEMPORARY MEASURE SHALL NOT BE REMOVED BYTHE C 0 NT R 0 L 3. SURROUND THE POSTS WRH WIRE MESH HARDWARE CONTRACTOR UNTIL THISACTION IS APPROVED BY AN NCDENR
SPECIES RATE (LB.IACRE) SPECIES RATE (LBS.IACRE) CLOTH. SECURE THE WIRE MESH TO THE SfFEL POSTS AT ATTACH THE FILTER FABRIC TO THE WIRE FENCE, BACKFILL THE TRENCH AND COMPACT THE SOIL REPRESENTATIVE. THE ACTION WILL BE APPROVED VMi EN THE THE TOP,MDOTEANDBOTTOM.FtACNGA2FODTFLAP EXTENDTHE80TTOMOFTHEFABRICB"INTO THE FIRMLYTOANCHORTHE80TTOMOFTHESILT CONTRIBUTINGDRAINAGEARFAISSTABLE.
RYE (GRAIN) 120 TALL FESCUE 80 } ANNUAL KOBE LESPEDEZA 5D PENSACOLA BAHIAGRASS 50 OF THE WIRE MESH UNDER THE GRAVEL PoR ANCHORING TRENCHANDTURNED OUT 4"IN THETRENCH. FENCE. BURIED FABRICSHALLNOT BEVISIBLE. IS RECOMMENDED. DETAILS
OMITANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE. SERICEA LESPEDEZA 3D - 4. PLACE CLEAN GRAVEL (NCDOT }5 OR X57 STONE) ON A 2:1 SLOPE WHH A HEIGHT OF 16 INCHES AROUND THE Posrs MAx e' o.c.
KOBE LESPEDEZA 10 SEEDING DATES: 2:1 SLOPE GRAVEL FlLTER ~ 57 WASHED STONE PLACED TO A HEIGHT OF 16' Tf OF 16' WIRE ANO SMOTH TO AN EVEN GRADE. ~ _ WIRE FENCE "Hoc WIRE'
JANUARY 1-MAY 1 SEEDING NOTES: MINIMUM ABOVE TOP aF BOX 1. FROM SEPT.1 TO MAR.1 USE UNSCARIFIED SERICEA SEED. 5. ONCE THE COND2IBUIING DRNNAGE AREA HAS BEEN '3 - I ~ A C FILTER FnBRIc STABILQm, REMOVE ACCUMUTAIED SEDIMENT AND T s X #9 WIRE STAPLES I-112" LONG
SOIL AMENDMENTS: 2.ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LBIACRE. ESTABLISH FlNAL GRADING ELEVATIONS. 39 ~ ~ ~ ~ ~ _ ~ CLIENT e - ~ ~ = BOTTOM OF WIRE FENCE AND
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBIACRE GROUND AGRICULTURAL LIMESTONE AND 750 3. WHERE A NEATAPPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE T040 LBIACRE. LBIACRE 10-10-10 FERTILIZER. 6. COMPACT THE AREA PROPERLY AND STABILIZE R WITH ~ ~ ~ I ~ a FILTER FABRIC BURIED e" IN GROUNDCOVFR. ~ ~ ~ EXCAVATED TRENCH &TURNED ' x OUT 4"IN THETRENCH
NURSE PLANTS: MULCH: BENVEEN APRIL 15 AND AUG.15, ADD 1 D LB.lACRE OF GERMAN MILLET OR 15 LB.lACRE SUDANGRASS. PRIOR TO MAY 1 ~ SLOW
APPLY 4,000 LBIACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. OR AFTER AUG. 15, ADD 25 LBIACRE RYE (GRAIN). A DISK VV1TH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. STEEL POST DRIVEN
SEEDING DATES: 'I WELLCO 24"INTO GROUND
MAINTENANCE: BEST POSSIBLE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EARLY SPRING: FEB. 15 -MAR. 20 FEB. 15 -APR. 30 STEP 3 STEP 4 SECTION A-A MAINTENANCE
EROSION OR OTHER DAMAGE. FALL: SEPT.1 -SEPT. 30 SEPT. 1 -OCT. 31 MAINTENANCE CONTRACTORS, 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
TEMPORARY SEEDINGIMULCHING SPECIFICATIONS (FOR SUMMER) SOIL AMENDMENTS: INBPECT INLETSAT LEABTwEEKLVAND AFTER EADH sgNIPICANry1f21NCH DR GREATERI 2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. I ~
SEEDING MIXTURE: APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,DDD - 5,000 LB.lACRE GROUND AGRICULTURAL RAINFALL KENT. cLBARTHE MESHWITiE DFAmDEBRISOROTHERDBJECTSTDPROVIDE SPECIES RATE (LBJACRE) LIMESTONE (USE THE LOWER RATE ON SANDYSOILS) AND 1,D00 LB.lACRE 10-10-10 FERTILIZER. ADEDUaTEPLOwFDRSU9BEDUENTRAINS.TAKECARENOrTOOaMaGEaRUNDERCUT THE WIRE MESH DURING THE SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
GERMAN MILLET 40 MULCH: NTS 4RREMOVE ANLT ENC NG MATERIALSRAND UNSOTIABLE SED MEM DEPOSITS AND BRING THE AREATO GRADE AND STABILIZE AFTER NTS C ~J
APPLY 4,000 LBIACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZEDAND NCDENRAPPROVES REMOVAL 511 HlghWay 2lO NOrth
ASMALL-STEMMED SUDANGRASS MAY BE SUBSTITUTED ATA RATE OF 50 LBIACRE. TACKING VV1TH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK VV1TH BLADESSETNEARLYSTRAIGHTCANBEUSEDASAMULCHANCHORINGTOOL. 1 O HARDWARE CLOTH & GRAVEL INL
SEEDING DATES: MAY 1 -AUGUST 15 MAINTENANCE: ~VEL INLET PROTECTION 11 SILT FENCE Spring Lake, North Carolina 28390 Phone: [phone]
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR SOIL AMENDMENTS: TOP DRESS VNTH 500 LBIACRE 1D-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. Faz: [phone]
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBIACRE GROUND AGRICULTURAL LIMESTONE AND 750 RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. DESIGN CRITERIA AGGREGATE SIZE -USE 2-3 I NCH WASHED STONE
LBIACRE 10-10-10 FERTILIZER. DIMENSION OF GRAVEL PAD
MULCH: SEEDING SPECIFICATIONS APPLY 4,000 LBIACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. SEEDING MIXTURE: NOTES: GRAVEL ENTRANCE SHALL BE 50 FEET THICKNESS - 61 NCHES MINIMUM IN LENGTH AND 12 FEET IN WIDTH WITH 2O FOOT RADIUSAT EXISTING WIDTH- 12 FT MINIMUM OR FULL VUI DTHAT ACCESS PROJECT INFORMATION
A DISK VV1TH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. 1. REMOVE ALL TREATED OR PLASTIC COATED ROADWAY POINTS OF THE VEHICULAR ENTRANCE AND EXIT 36'-0" MIN 4'-0" 10'-0" AREA, WHICHEVER IS GREATER
SPECIES RATE (LB.IACRE) MAINTENANCE: BURLAP FROM PLANT BALL. 6"~ LENGTH- 50 FT. MINIMUM.
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING COMMON BERMUDAGRASS 40-8D(1-2 LB.I1,000 FT') 2. INSTALL TOP OF PLANT BALL UP TO EROSION OR OTHER DAMAGE. 3"-4" ABOVE EXISTING GRADE. LOCATION-LOCATE CONSTRUCTION ENTRANCES AND DESIGNED BY: SCOTT EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE
SEEDING DATES: 3. SOAK PLANT BALL AND PIT IMMEDIATELY AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL FILTER FABRIC 23"WASHED STONE A~D ENTRANCESAT CURVESI PUBLIC ROADSDES DRAWN BY: SEAN
COASTAL PLAIN: APR.-JULY AFTER INSTALLATION. TEMPORARY SEEDINGIMULCHING SPECIFICATIONS (FOR FALL) 4. REMOVE ALL STRING OR WIRE FROM CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL CHECKED BY: CHRIS GRAVEL CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS
SEEDING MIXTURE: SOIL AMENDMENTS: SPECIES RATE (LB.IACRE) BASE OF TREE REQUIRED FOR STAGING ANDIOR BORROW AREAS AND MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER.
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,DDD LB.lACRE GROUND AGRICULTURAL LIMESTONE AND 500 LBIACRE 10-1D-10 FERTILIZER. 5. KEEP MULCH 2" AWAY FROM TREE CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL PROJECT NUMBER: 524 CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
RYE (GRAIN) 12o TRUNK BASE. MULCH: ACCEPTANCE.
SEEDING DATES: USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF AUGUST 15 -DECEMBER 3D CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON 3" LAYER OF MULCH PO 4" SAUCER BERM TO GAG DRAWING SCALE
SOIL AMENDMENTS: CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000 FINISHED GRADE RETAIN WATER. MAINTENANCE
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBIACRE GROUND AGRICULTURAL LIMESTONE AND LB.lACRE GRAIN STRAWAND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP. w 4" SAUCER BERM QJ MAINTAIN THE GRAVEL PAD I NBA CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
1,000 LB.lACRE 10-10-10 FERTILIZER. MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES NMERE THEY CAN CLOG REMOVE TOP 1/3 OF REQUIRE PERIODICTOPDRESSINGVNTH2-INCH STONE. AFTER EACH NOT TO SCALE BURLAP FROM BALL hllp, RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
MULCH: DRAINAGE DEVICES. ¢ ? ? ~ APPLY 4,000 LBIACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. MAINTENANCE: TOPSOIL REMOVED FROM HOLE / CLEAN IT OUT AS NECESSARY.IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO
A DISK VV1TH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY. ~ N PUBLIC ROADWAYS. UNDISTURBED GROUND
REFERTILIZE THE FOLLOWING APR. VV1TH 50 LB.lACRE NITROGEN. m MAINTENANCE: H UNDER BALL TO MINIMIZE SETTLEMENT DATE RELEASED
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS VNTH 50 LB.lACRE OF NITROGEN IN MARCH. IF 0 O ITISNECESSARYTOEXTENDTEMPORARYCOVERBEYONDJUNE15,OVERSEEDVVITH50LB.IACREKOBELESPEDEZA ~ MINIMUM LIMIT OF MULCH
IN LATE OR EARLY MARCH. x TOPSOIL REMOVED FROM HOLE )LE APRIL 20, 2011
N AGGREGATE ^`L 6" MIN. THICKNESS
~2-3" COURSE v SHEET NUMBER
NTS NTS C-6m 1
8 TEMPORARY SEEDING SPECIFICATIONS 9 PERMANENT SEEDING SPECIFICATIONS 12 TREE PLANTIN ,ANTING 13 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE

LI09Chlcayo Drive-'.quite 112
FayelteVllle, NarEh Carolina 28306 ~
Phone: [phone]]]]
GABION SPECIFICS GABIDN SPECIFICATIONS Fax (910) ]126-5]]]
MATERIAL GABIONS SHALL BE MATERIAL License Number: C-2354 GABIONS SHALL BE MADE OF WELDED STEEL WIRE MESH OF A J IG
NOMINAL SIZE OF: NOMINAL SIZE OF3"X3" ~ ~ / I r
DIMENSIONS GABIONS SHALL BE DIMENSIONS T GABIONS SHALL BE BUILT IN VARIOUS LENGTHS AND HEIGHTS. THE ~ 0 ~ ~ T 10, I I , I
SKIMMER LENGTH SHALL BE OF THE WIDTH. THI LENGTH SHALL BE IN MULTIPLES I I~vI N G OF THEVVIDTH.THE WIDTH SHALL NOT BE LESS THAN 3'. DIMENSIONS
TRASH GUARD SEE PLANS FOR HEIGHTS, WID AND PURPOSE. IF- FOR HEIGHTS, WIDTHS AND LENGTHS ARE SUBJECT THE APPLICATION ~LNC,INLEWN4 ~9URVLYING ~c,PS ~CON5T21JCTION LAYOUT AND PURPOSE. IF THE LENGTH IS INCREASED BY A MULTIPLE OF THE
TOP OF DAM VNDTHTHEBASKE PIPE OUTLET TO FLAT AREA- ITS INTERIOR TO M VNDTH THE BASKET SHALL HAVE A WIRE WALL DIAPHRAGM SEWN INTO ITS INTERIOR TO MAINTAIN THE SHAPE OF THE BASKET.
2 ~ERGENCY SPILLWAY NO WELL-DEFINED CHANNEL ~ ~ EMERGENCY SPILLWAY FABRICATION FABRICATION
SEE DETAIL GABIONS SHALL BE WATER 3 A A LIDS, ENDS, AND D GABIONS SHALL BE FABRICATED IN SUCH AWAY THAT THE BASE, SIDES, LIDS, ENDS, AND DIAPHRAGMS CAN BE ASSEMBLED AT THE
SURFACE ~ ~ CONSTRUCTION SI SIZE. THE LID SHAT CONSTRUCTION SITE INTO A RECTANGULAR UNIT OF THE SPECIFIED HIGH WATER SURFACE 1 YR SIZE. THE LID SHALL BE A SEPARATE UNIT OF THE SAME MESH AND 3.~ ELEV: 248.47 ( )
~ / SEE PLANS ~ n o VNRESPECIFICATI~ SHALL COMPLY VVI~ VNRESPECIFICATIONSASTHEBODY.THEWELDSHEARSTRENGTH ELEV: 247.50' NORMAL WATER SURFACE SHALL COMPLYVVITH ASTM A-185-90A. WHERE THE LENGTH OF THE 10.1
GABION EXCEEDS GABIDN EXCEEDS ITS WIDTH, THE GABIDN SHALL BE DIVIDED BY FOREBAY ~ ` I~`
DIAPHRAGMS INTO BE MADE OF GALVi 2' % 3' PRECAST ANfISEEP PLAN OF 3 MM ALL WIRE DIAPHRAGMS INTO CELLS OF EQUAL LENGTH. THE VNRE MESH SHALL ELEV: 241.00 ~ , BE MADE OF GALVANIZED STEEL WIRE HAVING A MINIMUM DIAMETER ~
CONCRETE BO% COLLAR ANTISEEP THE WIRING OPERA COLLAR OF 3 MM. ALL WIRE USED IN THE FABRICATION OF THE GABIDN AND IN ELEV: 240.00 - THE VNRING OPERATIONS SHALL CONFORM TO US FEDERAL
CUT-OFF TRENCH L SPECIFICATION OG 2~ DEEP MIN. WITH A CLASS 3 FII SPECIFICATION 00-W-461HANDPOSSESSASOFT TENSILE STRENGTH i VNTHACLASS3FINISH5ZIN000ATINGINACCORDANCEWITHASTM 10~ VEGETATED
2~ WIDE MIN. A-641. PREFORMS[ USED TO ASSEMBL A-641. PREFORMED STEELVv1RESPIRALBINDERSVNTHA3" PITCH ARE SHELF - GABIDN PART110N USED TO ASSEMBLE AND INTERCONNECT EMPTYGABIDNSANDSHALL FOR FDREfl4Y
D MEET THE SAME SI MEET THE SAMESPECIFICATIDNASTHEVVIREUSEDINTHEMESH. SEDIMENT STORAGE (1' MIN)
DAM CROSS SECTION AFTER ASSEMBLY, INTERCONNECTED AFTER ASSEMBLY, THE INDIVIDUAL GABIDN UNITS ARE ` " INTERCONNECTED USING THE SAME WIRE AND THE CONNECTION -
~ 5~ SHOULD BE MADE RIP RAP FILTER LAYER THEYSHDULDTHE SHOULD BE MADE NO LESS THAN EVERY 6"ALONG THE PERIMETER. THEY SHOULD THEN FILLED WITH CLEAN, HARD STONE FROM 4° - 8°IN
GRAVEL OR FABRIC DIAMECER THELIC CONSTRUCTION SPECIFICATIONS SECTION A-A EDGES OF THEINC DIAMETER. THE LIDS ARE THEN CLOSED AND JOINED TO THE TOP EDGES OF THE INDIVIDUAL GABIONS AND DIAPHRAGMS. THE USE OF
FILTER FABRIC EXPEDI ENT CLI PS ~ 1. CLEAR, GRUB & STRIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT TO PERMITTED. EXPEDIENT CLIPS OR HOG RINGS FOR THIS PURPOSE IS NOT PERMITTED.
REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. DELAY CLEARING THE POOL AREA UNTIL THE DAM IS COMPLETE AND THEN 3 IF PROPERLY CON; IF PROPERLY CONSTRUCTED, THE LIDS AND PANELS SHOULD MEET
REMOVE BRUSH, TREES, AND OTHER OBJECTIONABLE MATERIALS TO FACILITATE r f A CLOSELY WITHOUI SEDIMENT CLEANOUT. STOCKPILE ALL TOPSOIL OR SOIL CONTAINING ORGANIC AT ALL PANELS AN CLOSELY WITHOUT GAPS AND THAT THE TIES PROVIDE A TIGHT JOINT AT ALL PANELS AND DIAPHRAGMS.
MATTER FOR USE ON THE OUTER SHELL OF THE EMBANKMENT TO FACILITATE ~ ~ VEGETATIVE ESTABLISHMENT. PLACE TEMPORARY SEDIMENT CONTROLS BELOW
THE BASIN AS NEEDED. NTS NTS REVISIONS
2. EXCAVATE CUT-OFF TRENCH ALONG THE CENTER LINE OF THE EARTH FILL EMBANKMENT. CUT THE TRENCH TO STABLE SOIL MATERIAL, BUT IN NO CASE
MAKE IT LESSTHAN2FEETDEEP. THECUT-OFFTRENCH MUST EXTENDINTO 3 GABION BAFFLE BOTH ABUTMENTS TO AT LEAST THE ELEVATION OF THE RISER CREST. MAKE BAFFLE 4 WET POND X-SECTION WITH GABIDN BAFFLES
THE MINIMUM BOTTOM WIDTH WIDE ENOUGH TO PERMIT OPERATION OF EXCAVATION AND COMPACTION EQUIPMENT, BUT IN NO CASE LESS THAN 2 FEET. NOTES MAKE SIDE SLOPES OF THE TRENCH NO STEEPER THAN 1:1. COMPACTION
REQUIREMENTS ARE THE SAME AS THOSE FOR THE EMBANKMENT. KEEP THE SPILLWAY CROSS SECTION 1. LA IS THE LENGTH OF THE RIPRAP TRENCH DRY DURING BACKFILLING AND COMPACTION OPERATIONS. APRON.
3.EMBANKMENT-TAKE FILL MATERIAL FROM THE APPROVEDAREAS SHOWN ON 2. D = 1.5 TIMES THE MAXIMUM BELOW WATER SURFA OW WATER SURFACE
THE PLANS. IT SHOULD BE CLEAN MINERAL SOIL, FREE OF ROOTS, WOODY INLET PIPE OUTLET TO STONE DIAMETER BUT NOT LESS VEGETATION,ROCKS, AND OTHER OBJECTIONABLE MATERIAL SCARIFY AREAS WELL-DEFINED CHANNEL THAN 6".
ON WHICH FILL IS TO 8E PLACED BEFORE PLACING FILL. THE FILL MATERIAL PVC VENT PIPE q A 3. IN AWELL-DEFINED CHANNEL EXTEND o MUST CONTAIN SUFFICIENT MOISTURE SO IT CAN 8E FORMED BY HAND INTO A COMMON NAME SIZE SPACING
BALL WITHOUT CRUMBLING.IF WATER CAN BE SQUEEZED OUT OF THE BALL, IT IS THE APRON UP THE CHANNEL ~ T00 WET FOR PROPER COMPACTION. PLACE FILL MATERIAL IN 6 TO 81NCH BANKS TO AN ELEVATION OF 6° r
CONTINUOUS LAYERS OVER THE ENTIRE LENGTH OF THE FILL AREAAND ABOVE THE MAXIMUM TAILWATER u~ EDGE OF NORMAL POOL- COMPACT IT. COMPACTION MAY BE OBTAINED BY ROUTING THE CONSTRUCTION DEPTH OR TO THE TOP OF THE BANK, ~N )F NORMAL POOL FOXTAIL 4 IN CONTAINER 24" O.C. MAXIMUM
HAULING EQUIPMENT OVER THE FILL SO THAT THE ENTIRE SURFACE OF EACH WHICHEVER IS LESS. o Q LAYER IS TRAVERSED 8Y AT LEAST ONE WHEEL OR TREAD TRACK OF HEAVY 4. A FILTER FABRIC OR BLANKET SHOULD BE `uts' `ut,s' `s+ts' `uts' PICKERELWEED 4 IN CONTAINER 24" O.C. MAXIMUM
EQUIPMENT, ORACOMPACTOR MAYBE USED. CONSTRUCT THE EMBANKMENT INSTALLED BETWEEN THE RIPRAP IIL TO AN ELEVATION 10%HIGHER THAN THE DESIGN HEIGHT TO ALLOW FOR `~<<, ~:a AND SOIL FOUNDATION. 111, 111, 111, 111, LIZARD TAIL 4 IN CONTAINER 24" O, C, MAXIMUM
SETTLING. UPLANDS (ABOVE WA ANDS (ABOVE WATER SURFACE) BULLTONGUE 4 IN CONTAINER 24" O.C. MAXIMUM
4. SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO MAKE A PLAN WATERTIGHT STRUCTURAL CONNECTION. SECURE ALL CONNECTIONS BETWEEN FLEXIBLE HOSE GRAVEL OR FABRIC
BARREL SECTIONS BY APPROVED WATERTIGHT ASSEMBLIES. PLACE THE SHALLOW WATER PLANTS BARREL AND RISER ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO SHALLOW LAND PLANTS BLUE FLAG IRIS 4 IN CONTAINER 24" O.C. MAXIMUM
NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS toy' L BACKFILLAROUND THE PIPE ORANTISEEP COLLARS. PLACE THE FILL MATERIAL i COMMON NAME BOTANICAL NAME GOMMON AROUND THE PIPE SPILLWAY IN 41NCH LAYERS, AND COMPACT IT UNDER AND COMMON NAME BOTANICAL NAME
AROUND THE PIPE TO AT LEAST THE SAME DENSITYAS THE ADJACENT FOXTAIL ALOPERCURUS HOWELL JOE PYE EMBANKMENT. CARE MUST 8E TAKEN NOT TO RAISE THE PIPE FROM FIRM SCH ~ ~ a+SKIMMER GN BE PURCHASED FROM J.W. FARCLOTH & SON INC. JOE PYE WEED EUPATORIUM FISTULOSUM JOE PYE WEED 4 IN CONTAINER 24" O.C. MAXIMUM
coNTacrwITHITSFQUNDanoNwHENCOMPacnNGUrIDERTHEPIPE PIPE SKIMMER CHOSEN SHALL BE EoUAL TO THE FNRCLOTH SKIMMER. HAUNCHES PLacEAMwIMUMDEPTHOFZFEETOFCOMPacTEDBACKFILL PICKERELWEED PONTEDERIA CORDATA RED CHf
OVER THE PIPE SPILLWAY BEFORE CROSSING IT UMTH CONSTRUCTION D EQUIPMENT. ANCHOR THE RISER IN PLACE BY CONCRETE OR OTHER S K M M E R RED CHOKEBERRY AROMA ARBUTIFOLIA RED CHOKEBERRY 1 GAL CONTAINER 48" O.C. MAXIMUM ELDERBERRY 1 GAL CONTAINER 48" O, C, MAXIMUM
sATSFACroRVMEaNSroPREVENTFLgTATgN IN NOCasESHOULDTHEPIPE LIZARD TAIL SAURURUS CERNUUS Q ELDERBE CONDUIT BE INSTALLED 8Y CUTTINGA TRENCH THROUGH THE DAM AFTER THE ELDERBERRY SAMBUCUS CANADENSIS
EMBANKMENT IS COMPLETE. MAINTENANCE FILTER LAYER III, `its' SILKY DOGWOOD 1 GAL CONTAINER 48" O.C. MAXIMUM
5. INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL.THE GRAVEL OR FABRIC BULLTONGUE SAGTTARA LANCFOLIA SILKY DI ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND INSPECT TEMPORARY SEDIMENT BASINS WEEKLY AND AFTER EACH PERIOD OF ' 111' SILKY DOGWOOD CORNUS AMOMUM SWAMP MILKWEED 4 IN CONTAINER 24" O.C. MAXIMUM
ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL SECTION A-A OPERATION OF THE EMERGENCY SPILLWAY. DIMENSIONS NMEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN MAIMENANCE * BLUE FLAG IRIS IRIS VRGNCA * SWAMP * SWAMP MILKWEED ASCLEPIAS INCARNATA PROJECT NAME
DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN AN AREA WITH 6. DISCHARGE THE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. SEDIMENT CONTROLS. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY
USE DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT-LADEN AND AFTER SIGNIFICANT INCH OR GREATER) NOTES * ALTERNATE PLANTS WATER TO THE UPPER END OF THE POOL AREA TOIMPROVE TRAP EFFICIENCY. CHECK THE EMBANKMENT,SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND RAINFALL EVENTS TO SEE IF ANY EROSION 2NATE PLANTS PLANT SUPPLIERS
INSPECT THE EMBANKMENT FOR AROUND OR BELOW THE RIPRAP HAS TAKEN 7. CONSTRUCT THE STRUCTURE SO THAT THE DISTURBEDAREA IS MINIMIZED. PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.REMOVE PLACE, OR IF srONES HAVE BEEN msLOOCED. 1. PLANT SPACINGS SHALL BE A MAXIMUM OF 24 INCHES ON CENTER. ~HES ON CENTER. CAROLINA GREENERY, WEST END, NC 910-947-3150
DIVERT SURFACE WATERAWAY FROM BARE AREAS. COMPLETE THE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO 2. PLANTS CAN AND SHOULD BE MIXED MATCHED DURING THE PLANTP EMBANKMENT BEFORE THEaREa ISCLEARED. PREVENT FURTHER DAMAGE. SHALLOW LAND PLANTS AND SHALLOW WATER PLANTS CANNOT BE ~ (RING THE PLANTING PROCESS. MELLOW MARSH FARM, PITTSBORO, NC 919-742-1200 C00 P E RS NTS CANNOT BE MIXED TOGETHER. PLANT DELIGHTS NURSERY, RALEIGH, NC 919-772-4794
a. INSTALLPORQUS6AFFLESassPEaFIEO. 3. SOIL SAMPLE SHOULD BE TAKEN PRIOR TO SAMPLING AND FERTLIZE ING AND FERTLIZE AT RECOMMENDATION CILL IDE NATIVE PLANT NURSERY, RALEIGH, NC 877-479-2673
FROM SOILS ANALYSIS. savolDSTEEPSIDesLOPES,aNDFENCEaNDMARKBASINSWTHwARNwG 4. ALL SLOPES AND AREAS ADJACENT TO THE WET POND SHALL BE S SIGNS IFTRESPASSINGIS LIKELY. FOLLOWALLSTATE AND LOCAL NTS NTS GRASS FOR A PERMANENT GROUNDCOVER. 'ONO SHALL BE SEEDED WITH BERMUDA C R E E K
REQUIREMENTS. 5. ALL INSTALLATIONS SHALL BE FROM A QUALIFIED PROFESSIONAL. PROFESSIONAL. NTS
TEMPORARY SEDIMENT BASIN TYPICAL RIP RAP APRON 1 2 5 VEGETATED SHELF PLANTING DETAIL PHASE II
PVC VENT PIPE INLET
NOTES:
1. GRADE THE BASIN SUCH THATTHE 80TTOM IS LEVEL
DRIVE POSTS 24"INTO THE GROUND ATTACH WIRE FENCE TO POSTS AND E ° MAXIMUM 4' O.C. AND EXCAVATE A 4" X 8" THE BOTTOM OFTHE FENCE 8" INTO Th IIRE FENCE TO POSTS AND EXTEND 2. INSTALL THE BAFFLES AS SHOWN ON THE GRADING PLAN. OM OFTHE FENCE B"INTO THE BAFFLES SHALL EXTEND THE FULL WIDTH OF THE BASIN.
1/2 DIAMETER OF PIPE COARSE AGGREGATE EARTH FILL COVERED BY PRO~SHUPHILLALONCTHEUNEOF ExcnvnreorRENCHANDruRNEDOu 6 DEEP ~p~ THE TRENCH. SUPPORT IMRE iD TRENCH AND TURN ED OUT 4" IN CH. SUPPORT WIRE OR 3. DO NOT SPLICE THE FABRIC, USEA CONTINUOUS PIECE
OR 12" WHICHEVER IS LARGE ANGULAR ROCK OQQ~ ROPE GREATER O O /ROPE ACCROSS THE BASIN OR TRAP. 4. POSTS FOR THE BAFFLES SHALL BE 4' OG STEEL POST ~ (1~ EROS 10 N
~ STEEL POSTS FLTER FABRIC EARTH BERN MAINTENANCE
FLEXIBLE HOSE 1. INSPECT THE BAFFLES EACH ACTIVE DAY ON SITE BUT IN
NO CASE LESS THAN ONCE PER WEEKAND AFTER EACH RAINFALL EVENT. MAKEANY REPAIRS IMMEDIATELY. C O NT R O L BOTTOM ANCHORED PoTH STAPLES
2. REMOVE SEDIMENT DEPOSITS WHEN THE MEASURE REACHES HALF FULL. TAKE CARE TO AVOID DAMAGING THE
BAFFLES WHEN THE SEDIMENT IS REMOVED. DETAI¦ S
CAPACITY OF PIPE CULVERTS 3. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE 5 L CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN
TOGETHER =BANK FULL FLOW ELEVATION SCH 4o PVC ~#SKMMER CAN BE PURCHASED FROM J.W. FARCLOTH & SON INC. PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER. STEP, STEP2 NCDENR REPRESENTATIVE. TH E ACTION W LL BE APPROVED WHEN THE CONTRIBUTING DRAINAGE AREA IS INLET ZONE
MAINTENANCE STEP2 STABLE. 35% OF SURFACE AREA 4. PLACEMENT OF BAFFLES:
ATTACH THEJUTE NETTING OR OTHER FABRIC BACKFILL THE TRENCH AND COMPACT THI APPROVED BY THE ENGINEER TO THE STAY IMRE FIRMLY TO ANCHOR THE BOTTOM OF THE E TRENCH AND COMPACT THE SOIL INLET ZONE-35%OF LENGTH FROM ENTRY POINT lCHOR THE BOTTOM OF THE SILT FIRST CELL-25%OF LENGTH FROM INLET ZONE FlflST CHAMBER
INSPECT SKIMMER SEDIMENT BASINS AT LEASE WEEKLY AN AFTER EACH SIGNIFCANT (0.5 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE AND POSrs, EXTEND THE BOTTOm oFTHE FABRIC FENCE. euRIED FABRIC SHALL NOT BE VI: SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO 1~2 HEIGHT OF THE 1ST BAFFLE. PULL THE SKIMMER TO ONE SIDE e°INTOTHE TRENCHANDruRNEDOUra°INTHE THETOpoFTHEFABRICSHAUees°HIGh TRENCH OR USE 8"EROSION CONTROL MATTING THAN THE WEIR. ED FABRIC SHALL NOT BEVISIBLE. SECOND CELL-25°h OF LENGTH FROM FIRST CELL 25%OF SURFACE AREA ~HE FABRIC SHALL BE 6"HIGHER OUTLET ZONE -15% OF LENGTH FROM SECOND CELL :IR. SECOND CHAMBER
SUCH THAT THE SEDIMENT UNDERNEATH IT CAN BE IXCAVATED. IXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE THE VEGETATION GROWING IN THE srAPLES. 25% OF SURFACE AREA CLIENT POSTS MAX 4' O.C.
BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. OUTLET ZONE TOP STAY WIRE OR ROPE 15% OF SURFACE AREA
FLOW REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. A JUTE NETTING OR EQUIVILENT
EARTH FILL COVERED BY IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE 15 WATER IN THE BASIN, USUALLY JERKING THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND LARGE ANGULAR ROCK a BOTTOM OF FABRIC BURIED 8" g INEXCAVATEDTRENCH& WELLCO ~ TuRNEDOUT4°INTHE PERSPECTIVE VIEW
DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVED THE DEBRIS. CHECK COARSE AGGREGATE THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT 15 CLOGGED; IF S0, REMOVE THE DEBRIS. ~ TRENCH, OR PINNED WITH B" 0 w EROSION CONTROL MATTING
IF THE SKIMMER ARM OR BARREL PIPE 15 CLOGGED, THE ORIFlCE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING = STAPLES.
WITH WATER. BE SURE AND REPLACE THE ORIFCE BEFORE REPOSITIONING THE SKIMMER. ~L°W CONTRACTORS, STEEL POST DRIVEN w
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK A 24"INTO GROUND I N A
EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS. srEPS sTEPa STEP 4 SECTION A-A
NTS NTS
511 Highway 210 North
7 FAIRCLOTH SKIMMER 8 POROUS BAFFLES Spring Lake, North Carolina 28390 Phone: [phone]
FaX: [phone]
25 STREAM CHANNEL 25 MINIMUM MINIMUM TRASH RACK
TOP OF BANK TOP OF BANK NATURAL GROUND
PLAN MAX. SLOPE (TYP) - - MAX. SLOPE (TYP)
A LIFTING LUG PROJECT INFORMATION
1
RISER I IN. 2.5 2.5 ~ DESIGNED BY: SCOTT
~1 it NATURAL GROUND z CONSTRUCTION SPECIFICATIONS 4" PVC SCREW 2.5 / ~ ~ ~ ~ / ~ )1 1~~ ~ DRAWN BY: SEAN
1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED TO A MINIMUM. FINISHED ~ TYPE PLUG 1~/ ~ ~ ~ ~ ~ ~ 3/4"x3/4" ALUMINUM BAR
GRADE 2. DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE ONTO UNDISTURBED AREAS 4" PVC STUBBED CHECKED BY: CHRIS
ADJOINING THE STEAM. INTO BOX 3. KEEP STREAM CROSSINGS AT RIGHT ANGLESTO THE STREAM FLOW. 4" PVC TEE PROJECT NUMBER: 524
4. ALIGN ROAD APPROACHES WITH THE CENTER LINE OF THE CROSSING FOR A MINIMUM DISTANCE OF 30 FEET. RAISE BRIDGE ABUTMENTS AND CULVERT FILLS A MINIMUM OF 1 0C TEMPORARY POOL
FOOT ABOVE THE ADJOINING APPROACH SECTIONSTO PREVENT EROSION FROM SURFACE COMPACTED RUNOFF AND TO ALLOW FLOOD FLOWS TD PASS AROUND THE STRUCTURE. COMPACTED SOIL
5. STABILIZE ALL DISTURBED AREAS SUBJECT TD FLOWING WATER, INCLUDING PLANNED PERMANENT POOL WHI OVERFLOW AREAS, Vv1TH RIPRAP OR OTHER SUITABLE MEANS IF DESIGN VELOCITY EXCEEDS -D WHEN A GRAVEL DIVERSION BERM IS REQUIRED, THE HEIGH DRAWING SCALE
THE ALLOWABLE FORTHEIN-PLACE SOIL. B 12" SHALL I 6. ENSURE THE BYPASS CHANNELS NECESSARY TD DEWATER THE CROSSING SITE ARE STABLE 1/4" PER FT ALL OTI SHALL BE REDUCED TO 12 INCHES AND THE TOP WIDTH TO 6", ALL OTHER REQUIREMENTS SHALL REMAIN THE SAME. NOT TO SCALE
BEFORE DIVERTING THE STREAM. UPON COMPLECION OF THE CROSSING, FILL, COMPACT, AND ~ STABILIZETHE BYPASS CHANNEL APPROPRIATELY. TEMPORARY DIVERSION KEY NOTES:
7. REMOVE TEMPORARY STRSAM CROSSINGS IMMEDIATELY WHEN THEY ARE NO LONGER NEEDED. RESTORE THE STREAM CHANNEL TO ITS ORIGINAL CROSS-SECTION, AND SMOOTH AND 1. CLEAR THE ARE UNDER THE BERM AND STRI P THE RDOTSIDTHER ORGANICS. 1ER ORGANICS.
APPROPRIATELY STABILIZE ALL DISTURBED AREAS. 2. COMPACT THE SIDE SLOPES, PREFERABLY WITH A TRACKED VEHICLE TO SLOW RUNOf 8. ANY IN-STREAM SEDIMENT CONTROL MEASURES MUST BE REMOVED UPON STABILIZATION OF 4" PVC CAP WITH 3. VEGITATE THE RIDGE OF THE BERM IMMEDIATELY AFTER CONSTRUCTION UNLESSTHE 'EHICLE TO SLOW RUNOFF VELOCITIES. STRUCTION UNLESSTHE BERM WILL REMAIN IN PLACE
THE AREA. 1.25" DRILLED HOLE FOR LESS THAN 30 DAYS.
SECTION A-A TYPICAL ORIFICE OUREF CONFlGURATION DATE RELEASED
MAINTENANCE NOTES APRIL 20, 2011
INSPECT TEMPORARY STREAM CROSSINGS AFTER RUNOFF-PRODUCINGRAINSTOCHECKFOR 1. WEEP HOLES SHALL BE EVENLY DISTRIBUTED AMONG MAINTENANCE:
BLOCKAGE IN CHANNEL, EROSION OF ABUTMENTS, CHANNEL SCOUR, RIPRAP DISPLACEMENT, „ _ _ ,r _ nlr nlarr arrrlvlur. clnrc
OR PIPING. MAKE ALL REPAIRS IMMEDIATELY TO PREVENT FURTHER DAMAGE TO THE la rtucurml n kr o tr c pn) u kri) a nvLLb 2. MI NIMUa-SEPARATION Y75' TIMES THE DIAMETER OF INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIA INSTALLATION. THE WEEP HOLE SHALL BE MAINTAINED BETWEEN THE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHEC 'ERY RAINFALL. IMMEDIATELY REMOVE
RI-10 248.50 245.00 4 247.50 1 WEEP HOLES. 3. OUTSIDE RISER DIMENSIONS: L=4', W=3'2° AND MAKE TIMELY REPAIRS AS NEEDED. IIDGE.CAREFULLY CHECK OUTLETS SHEET NUMBER
INSIDE RISER DIMENSIONS: L=3', W=2'2°
NTS NTS NTS NTS C-602
TEMPORARY STREAM CROSSING 9 STORM BASIN RISER WITH ORIFICE DETAIL 10 TEMPORARY DIVERSIO 6 VERSION BERM 11 TRASH RACK

LI09Chlcayo Drive-'.quite 112
FayelteJ~lle, NarEh Carolina 28306 ~
LAYING Fax(9o9~ ~ 777
CONDITIONS DESCRIPTION PROJECT USE License Number: C-2354
EXISTING STORM SEWER T
~o~uTio~S, i~c
~ENGINEEWNG ~511RVEYING ~C~Pb ~CON5T21JCTION LAYOUT
1z" GENERAL WATERLINE NOTES 12" MIN.
FLAT BOTTOM UNDISTURBED NOT USED. AND MAINS DAMAGED DURING CONSTRUCTION. ENCASEMENT AREA TO INCLUDE
EARTH TRENCH, LOOSE BACKFILL zaxla° RECrANCULAR 1. CONTRACTOR SHALL REPAIR ALL WATER LATERALS, AND MAINS DAM. vAwE Box THE CONTRACTOR SHALL REPORT IMMEDIATELY ALL WATER MAIN AND VATER MAIN AND LATERAL BREAKS TO HARNETT DUCTILE IRON PIPE ONLY
COUNTY DISPATCHER AND TO THE OWNER'S REPRESENTATIVE AND SH :NTATIVE AND SHALL INITIATE IMMEDIATE REPAIRS
TO HARNETT COUNTY STANDARDS. CONTRACTOR SHALL NOT OPERAT VALVES WITHOUT HARNETT COUNTYAPPROVAL AND SHALL COORDINA ALL NOT OPERATE HARNETT COUNTY WATER MAIN SHALL COORDINATE ALL VALVE CLOSINGS WITH THE
TOR SHALL FAMILIARIZE HIMSELF WITH WATER I~
TYPE 1 HARNETT COUNTY WATER AUTHORITY. THE CONTRACTOR SHALL FAMII SYSTEM IN THE AREA SO AS TO LESSEN THE CHANCE OF SERVICE INTE m CF SERVICE INTERRUPTION. WATER MAIN ,
2. THE CONTRACTOR SHALL NOT USE HOUSE HOSE BIBBS OR ANY OTHf 3BS OR ANY OTHER METHOD OF BLOW OFF WHICH
ALLOWS DOMESTIC WATER CONTAINING SEDIMENTS OR HIGH LEVELS )R HIGH LEVELS OF CHLORINE TO PASS THRU
RESIDENT'S METERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLOWING "DIRTY" WATER TO ENTER RESIDENT'S PLUMBING SYSTEM, ; SPONSIBLE FOR ALL DAMAGES RESULTING FROM - UIBINGSYSTEM, SUCH AS WATER HEATERS, STAINED LENGTH OF ENCASEMENT
FLAT BOTTOMED UNDISTURBED EARTH NOT USED. CLOTHING, CLOGGED SCREENS, ETC. TO BE STORM SEWER PIPE PLUS O.D. PLUS
TRENCH. BACKFILL LIGHTLY 2'-0° OR AS SHOWN
CONSOLIDATED TO CENTERLINE OF PIPE. ON PLANS.
ISOMETRIC
TYPE 2 A
PLAN
NTS REVISIONS
PIPE BEDDED IN 4" MININUM ALL DUCTILE 18" IRON GRAVITY z4„ 3 WATER UTILITY NO JOB EXCAVATED MATERIAL. _ITY NOTES 4 TYPICAL STORM SEWER CROSSING DETAIL
BACKFILL LIGHTLY CONSOLIDATED SEWER LINE.
TO TOP OF PIPE.
18, FINISHED GRADE ~ 2,.
TYPE 3 ° 3112"
~ BACKFILL TO EDGE STEAMER
ELEVATION oA ~ ~ AS SHOWN PRECAST CONCRETE CONNECTION EDGE ON PLANS PROTECTION RING
ALL PVC WATER OF ROAD
PIPE BEDDED IN SAND, GRANULAR LINE AND PVC ~ I I MATERIAL OR GRADED GRAVEL TO FORCE MAIN.
THE DEPTH OF 1/8 PIPE DIAMETER, 2 1/2" HOSE
4" MIN. JOB EXCAVATED MATERIAL PRECAST CONCRETE CONNECTION
COMPACTED TO 4" ABOVE TOP OF PIPE. PROTECTION RING (APPROX. 95% STANDARD PROCTOR, a z 0 J ~ W_
AASHTO T-99) CAST IRON o Q W L~
N ~ N 6" G.V. & BACKFILL d ~ C. I. BOX 24" MIN ~
TYPE 4 f:++f No ~~r+LL~~r a N a LINEATER 36" MAX STONE a
T+# IGMqq~ (7 C.F. MIN.) }
°~bATER~ 11, ALL PVC GRAVITY s1+ r#: H1ETF~R}= m I
PIPE BEDDED TO ITS CENTERLINE SEWER LINE. ~ ~ KK ~ ~ ` ~ KK N b CONC.
" IN COMPACTED GRANULAR MATERIAL 4" MIN. UNDER PIPE. COMPACTED rLL I BLOCKING
>}a GRANULAR OR SAND MATERIAL TO 1ss~a° 4-3/4" TIE RODS WITH BRACKETS (SEE NOTE) 6" HYDRANT TEE WEEP HOLE TO PROJECT NAME
4"ABOVE TOP OF PIPE. (SEE DETAIL) REMAIN OPEN VALVE OPERATOR NUT NOTE:
(APPROX. 95% STANDARD PROCTOR, VALVE BOX VALVE f AASHTO T-99) 2'-O" TIE HYDRANT TO MAIN LINE
W/TIE RODS IN LIEW OF CONC. COOPERS
TYPE 5 BLOCKING IN SANDY SOIL.
NTS NTS NTS NTS CREEK
TYPICAL LAYING CONDITIONS METER BOX DETAIL FOR 314" SERVICE TYPICAL VALVE BOX I 1 2 5 E BOX DETAIL 6 FIRE HYDRANT ASSEMBLY INSTALLATION PHASE II
3 o! ~ NOTES: 1. PAVEMENT SHALL BE CUT TO TRUE LINE AND
REMOVED BEFORE TRENCH IS CUT.
NOTES: 1' FROM EDGE OF ROW ~ 0 1. CONCRETE SHALL BE 3,000 PSI MIN. ~ EXISTING STORM SEWER 2. STONE AND PAVEMENT TO BE PLACED WITH LEAST INTERFERENCE TO TRAFFIC.
2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT METER BOX LID, CAST IRON 3. STABILIZED AGGREGATE TO BE SECURED FROM AN APPROVED QUARRY. WATER DETAILS
FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE SHAPE MORE EASILY FORMED WITH THE WIDEST 4. ALL PAVEMENT REPAIRS TO BE IN ACCORDANCE
PART (BLOCKING AREA) AGAINST UNDISTURBED SOIL. 3. NO CONCRETE SHALL COVER ANY BOLTS OR GLANDS. 9» ~ WITH N.C.D.O.T. SPECIFICATIONS.
4. ALL PIPING AND ACCESSORIES TO BE WRAPPED ~ r12"MIN. a~ a a a
WITH 10 MIL. POLYETHYLENE PRIOR TO POURING ~ BLOCKING. p ENCASEMENT AREA TO INCLUDE a z 12" 12" w
5. VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN ~ DUCTILE IRON PIPE ONLY ON THE THRUST BLOCKING SCHEDULE. ~ N w SAW CUT EXIST. PAVEMENT
~ 3/4 Inch Gate Valve Z Required on iv v IX~T. EIIST. PAV'T.
X Customer side
~ 3 " X 18" Within 12 inches of BR SS NIPPLE the deter Box WATER SERVICE LINE MAIN ~ 10" STONE MEETING N.C.D.O.T. SPECIFICATIONS
X FROM STREET w FOR A.B.C. STONE, TYPE B OR C, TD BE ~ COMPACTED TO 100 ~ MAXIMUM DRY DENSITY 0
-U
...k $ a a o CLIENT
METER SETTER LENGTH OF ENCASEMENT CENTERED TO BE STORM SEWER NCASEMENT
6" MIN, IN BOX METER TO BE INSTALLED P.R.V. Location down stream of the cut-off valve PIPE PLUS O.D. PLUS d SEWER I.D. PLUS
" BRICK SUPPORT 2'-0" OR AS SHOWN ON PLANS. SHOWN WELLCO
N~' COMPACTED BACKFILL PIPE
1. METER AND SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED METER SETTER WITH
~ A A DOUBLE CHECK VALVE & g 2. INCLUDE STONE IN PRICE OF METER BOX. (BACKFLOW PREVENTER) CONTRACTORS,
6~~ MIN. 3. METER SETTER SIZE AS NOTED ON PLANS.
4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE. q X PIPE O.D. PLUS 18" FOR PIPES UNDER 33" O.D. INCA PIPE O.D. PLUS 24" FOR PIPES OVER 33° O.D.
A NTS NTS NTS
X HYDRANT TEE 511 Highway 210 Noah
MIN.1/3 C.Y. AT 3000 P.S.I. PLAN TEES 8 TYPICAL 314" METER BOX INSTALLATION 9 TYPICAL STORM SEWER CRO
ER CROSSING DETAIL 1aTYP. TRENCH IN BITUMINOUS SURFACE AREAS Phone:(9k0)4363 3lolina28390
PLAN BENDS FaX: [phone]
18" MIN.
~5 vuvE Box
6°-8" EXCESS LOOPED IN BOX PU PLACE EMPTY VALVE BOX AT INTERVALS WHERE PROJECT INFORMATION
TRACER WIRE VAI m VALVES DO NOT OCCUR & PLACE TRACER WIRE EXISTING AS NOTED ON PLANS IN BOX.
~ BRASS MARKER PLATE MARKED PLATE NOTE: No. 1 ROAD
WITH ANCHOR DRILL HOLE PRECAST CONCRETE PROTEC ~ (n 3' (n IN VALVE BOX ~ FOR TRACER WIR CONCRETE PROTECTION RING ~ ROAD SHOULDER BACKFILL TO EDGE DESIGNED BY: SCOTT
m ~ ~ 3/4" CHAMFER AT - FINISHED GRADE ~ ~ I ~ DRAWN BY: SEAN
V EA. CORNER - - FINISHED GF ~ ~ 18 MIN. - 10 o OR LESS ~ ~ M ,
24 MIN. - 12 O OR LESS CAST THE LETTERS MV IN ~ ~ ~ j BACKFILL AS ~ CHECKED BY: CHRIS ~ INDICATED
ONE FACE OF THE CONCRETE 4 #3 BARS I MARKER AND ORIENT TOWARD NOTE: b I I i ~ z~ Q PROJECT NUMBER: 524 N~ M~
o THE ROADWAY AT PIPE INTERSECTIONS, MULTIPLE VALVE BOX VALVES, RUN WIRE UP AT ONLY I VALVE BOX ~
ONE VALVE. A~
ROTATE MARKER TO OTHER END NEW WATER LINE 45' BEND SERVICE LINE TO DRAWING SCALE
FOR BLOW-OFF SINGLE 12 AWG SOLID CORE WIRE PIPE 90' BEND 45' BEND 221/2' BEND 11/4' BEND TEE PLUG CORPORATION METER CONNECTION
SIZE A 6 A B A B A B A B C D SERVICE SADDLE - A.Y. MCDONALD ~ - ~ COCK-A.Y. MCDONALD NOT TO SCALE STYLE HINGED 3891 FOR 3/4"
4" 8" 12" 8" 8" 8" 9" 10" 16" VALVE N0. I 6" 6' 6" 6° 8 120 SERVICE SADDLE - A.Y. MCDONALD
6" 10" 12" 8" 10" 8" 8" 8" 8" 10" 10" 12" 18° P.V.C. PIPELINE 8" 15" 13" 10" 10" 8" 8" 8" 8" 10" 12" 12" 24° 4" SQ. PRECAST CONC. i i.C. PIPELINE TRENCH WIDTH
10" 16" 14" 10" 12" g" 10" 6" 10" 11" 14" 14" 25" POST (4000 P.S.I.) 25 FT. PIPE O.D. + 18" FOR PIPES UNDER 33" O.D.
12" 20" 16" 12" 14" 8" 12" 8" 12" 14" 16" 16" 30" PLATE WITH VALVE NUMBER, TRACER WIRE TO BE LAID ~\GATE VALVE PIPE O.D. + 24" FOR PIPES OVER 33" o.D. DATE RELEASED NOTE:
14" 22" 18" 14" 16" 10" 14" 10" 14" 16" 18" 18" 34" DIRECTIONAL ARROW-POINTED UNDERNEATH WATER LINE TO MARKED VALVE & DISTANCE 1. "SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE SADDLE, APRIL 20, 2011
16" 26" 20 16" 18" 12" 16" 12" 16" 18" 20" 20" 36' TO THE NEAREST FOOT. 45° BEND, CORPORATION COCK AND ALL LABOR INVOLVED IN MAKING A COMPLETE SERVICE CONNECTION.
2. SERVICE PIPING TO BE 3/4" COPPER OR POLYETHELENE (SEE SPECS) SHEET NUMBER
NOTES: 1. DRILL HOLE IN VALVE BOX TO INSERT TRACER WIRE,BRING UP TO INSIDE AND ROLL UP AT LEAS AND ROLL UP AT LEAST 6°-B' EXCESS 3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE
2. PLACE TRACER WIRE IN VALVE BOX AT 1,000" INTERVALS OR AS NOTED ON THE PLANS, TYPICAL ON THE PLANS, TYPICAL.
NOTES: 3. DO NOT SPLICE WIRE WHEN BEGINNING A NEW SPOOL INSTEAD INSTALL A VALVE BOX AND ATTA NTS NTS BRASS SCREW TO THE VALVE BOX. A VALVE BOX AND ATTACH EACH WIRE WITH A NTS NTS C-6m3
PAINT MARKER BLUE AFTER INSTALLATION
THRUST BLOCK DETAIL 11 TYPICAL VALVE MARKER DETAIL 12 TYPICAL TRACER WIRE INc 7 TIRE INSTALLATION Li 3 TYPICAL WATER SERVICE CONNECTION

LI09Chlcayo Drive-'.quite 112
NOTE: Fayelte~lle, NarEh Carolina 28306 ~
HAND PLACED - 1. THE FLOW CHANNELTHROUGH MANHOLES SHOULD BE MADE Phone: [phone]]]] TO CONFORM IN SHAPE AND SLOPE TO THE SEWER MAIN.
DENSELYCOMPACTED ~ ~ BACKFILLT01 FT. - _ 2. CHANGE IN DIRECTION OF THE CHANNEL SHALL NOT BE Fax (910) ~I26-5]]] EXCEED 90 DEGREES. License Number: C-2354
ABOVETOP OFPIPE L - _ _ ~ ° - 3. SEE DETAILS-24 FOR TYPICAL MANHOLE STRUCTURE. n r .®.....IPE~ ~ V ~ ITG
®IPEI BEDDED PIPE
0. D. _ D. MINIMUM STONE I ~0. D I Dl4 1
EXISTING WATER MAIN EMBEDMENrns INDICATED. GREATER IF D/8?3" ~ 0~ VI T I O I ~I I I `I
REQUIRED BY - ~ - - - ~LNGINLEWNG ~511RVLYING ~C~Pb ~CON5T21JCTION LAYOUT
MANUFACTURER 2 PI E SHAPED STONE O.D. 2 PIE
TD PROVIDE BEARING 24" + ALONG ENTIRE LENGTH 12" + O.D. 24" + O.D. MAX.
oFPIPEBARREL SANITARY SEWER NOTES: 12"+O.D. MIN. TARYSEWER
1. INSTALL METER AT R/W (o'-s' DEPTH) -8' DEPTH) PE LAYING y
2. "TWO (2)-3/4" SERVICE LINES MUST BE INSTALLED PIPE LAYING INSIDE A 2" SLEEVE." CONDITION "A" NDITION "A" SlopE tY^~~
3. "TWO (2)-1" SERVICE LINES MUST BE INSTALLED p TAPPING SLEEVE ® I- '
INSIDE A 3" SLEEVE." HANOPLACED 4. SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE. =?p ~ DENSELYCOMPACrED
5. SEE DETAIL FOR SERVICE MATERIAL AND METER BACKFILLTOI Fr ~ TAPPING VALVE p ABOVEroPOFPIPE ~ ~OA
SETTING WITH VALVE BOX ~ ~ 6. SERVICE LINE SHALL BE 3' BELOW FINISHED GRADE BEDDED PIPE ~€'IPEI ~2, i
OF DITCHES. O D.I D/2 0 D. I D/8?3"
NEW WATER MAIN MwlMUmsroNE I I D/8?2 EMBEDMENT AS
r INDICATED. GREATER IF ~ ~I~-~-~ REQUIRED BY H
MANUFACTURER w Z 12 PIP PIP
~ J NOTE: TAPPING SLEEVE SHALL BE 316 STAINLESS STEEL ONLY sHAPEDSroNE O.D. Q TO PROVIDE BEARING 24~~ + O, O.D. 24" + O.D. MAX.
Q' ALONG ENTIRE LENGTH 12" + Q d OF PIPE BARREL 12"+O.D. MIN.
SAN ITARY SEWER (<8'-16' DEPTH) CRY SEWER 6' DEPTH)
1' R 1~1 NOTES: PIPE LAYING LAYING
/ 1. TAPPING SLEEVE SHALL BE ROMAC BRAND CONDITION "B" )ITION "B"
6' MODEL SST MANUFACTURED WITH 316 NTS STAINLESS STEEL. NTS NTS REVISIONS
2 TYP. TAPPING SLEEVE & VALVE ASSEMBLY 3 TYPICAL PIPE LAYING C0~ NG CONDITION DETAIL 4 TYPICAL MANHOLE INVERT DETAIL
2" PVC SLEEVE W/ 3/4" CARRIER Nore. INNON-TRAFFIC AREAS,TOP OF FRAME AND COVER SHALL BE STANDARD MANHOLE 12" NOTE: 1. PIPE SIZE FOR DROP TO EQUAL
INSTALLED AT LEAST 2 FT ABOVE FINISH GRADE OR RING AND COVER AT LEAST 1 FT ABOVE FLOOD STAGE. INFLOW SEWER PIPE SIZE. 2. FlTTINGS FOR DROPS SHALL BE C-900
1 D3~a" OR SCHEDULE 40 PVC. 3. SAW-CUT OR DRILL ALL HOLES FOR
STREET USE4EA.%"ANCHOR BOLTS TO BOLT FRAME TO SPACER. 8" ~ Ir---------~ i ~ USE ROPE MASTIC SEAL ' PIPE AND BOLTS. ~ 4. DROP-MANHOLE MANDATORY WHEN
WATE R MAI N 8"MAX. FOR SPACER BETWEEN FRAME AND SPACER. DIFFERENTIAL BETWEEN INVERTS IS STANDARD MANHOLE GREATER THAN 24". RING & COVER
5. SEE DETAIL S-28 FOR TYPICAL INVERT
n 12 MIN ~ 0 0
SINGLE 3/4 SERVICES 2' p" 3'_D" MANHOLE STEPS 0 0 9' 0 - ~ ----I----~ p 9Y" - - -
R W ECCENTRIC SEE DETAIL 5-25 O 1 STANDARD PRECAST MANHOLE
TAPER UNIT
METERS SHOULD BE } JOINTS SHALLBESEALED
INSTALLED 3' OFF ~ w WrHARUBeERO-RING GASKET OR ROPE MASTIC SEAL. MANHOLE STEPS ~ SEE DETAIL 5-25
PROPERTY LINE ~ ? ~ J CEMENT GROUT ALL JOINTS COPOLYMER POL ~ INSIDE AND OUT COPOLYMER POLYPROPYLENE 5'-0" MIN. DIA.
PLASTIC M.A.INDI d ~ RISER UNIT PSI-PF OR APPRO PLASTIC M.A. INDUSTRIES MODEL PSI-PF OR APPROVED EQUAL. RUBBER BOOT
4' DIA. MIN. LUG TEE - OR CAP
1y":12"SLOPE Ya'x 2" S.S. PIPE SUPPORTS
ON ALL INVERTS BASE UNIT 9 „ Y PROJECT NAME
EXTENDED BASE BRICK& MORTARINVERT 1/4~ RUBBER BOOT GROUT 33~° TYPE 316 S.S. 0 SLOPE EXPANSION ANCHORS
(REQUIRED OVER 12')
~ J 90' BEND COOPERS
12" MIN.
WIDTH ASS ~
REQUIRED
NTS MIN. 6"GRAVEL BEDDING NTS NTS NTS CREEK
TYP. DOMESTIC WATER SERVICE DETAIL 1 TYPICAL PRECAST CONCRETE MANHOLE 6 TYPICAL POLYPROPYLENE 5 PYLENE PLASTIC STEP 7 TYPICAL INSIDE DROP MANHOLE DETAIL PHASE II
TRENCH WALL TALL
4.00' [1.22M]
TRM INSTALLATION ~ 2W'[O 6, M, ///~~/~I ,Q~
EXISTING WATER LINE • .WATER LINE I / Lr`J ~~0~ LLL.rr~JJJ
12" 4.00' [1.22M]
• • ~ ~
0.7 STAPLES PER SQ. YD. 2"-5" (0.6 STAPLES PER S(1. ~ WATER, SEWER &
6"
L EROSION FRAME & COVER
1.50' [0.46M] ^ ® O 2.00' [0.61 M] 3.00' [0.91 M] • • _ s 4.00' [1.22M] • • 24"MIN. CLEARANCE N. CLEARANCE
,~!~23'S"_~! NTR L
m m > > m 2.00' [0.61 M] • ~ " " ° • • • 4.00'[1.22MI I D.I.SANf I 2 = D.I. SANITARY
3B • • • I sEUVER O ^ 4.00' [1.22M] • SEWER I ~ ~o~ER ~ DETAILS
^ • • • • I USE MIN. 4 EA. 318" ANCHOR BOLTS TO SECURE FRAME TO MANHOLE
• • 1.3 STAPLES PER SQ. YD. 1.7 STAPLES PER SQ. YD. 1.5"MIN. Il
(1.5 STAPLES PER SQ. M) (2.0 STAPLES PER SQ. M) _ ~ BASE COURSE CLIENT
3" ~ ~ ' 3A 8" MIN. ~ o FINISHEDGRA.._ i i j I ~ STD. MANHOLE a ' ~ RINC~covER t;'MINII
i UNDISTURBED SOIL ~ _ ~ ~ I _
L ~ J- I fi _ BASE COURSE ~
0 1.50' [0.46M] 1.50' [0.46M] 3.00'[0.91M] • • • ~ 3.00'[0.91 M] • • • • l0 ~ • zoo'[os1M] ~ 1T MIN. 1TMI(\ ~ ( RAM-NEK ~ ~ WELLCO SEALANT R\
4.00' [1.22M] 1.00' [0.30M] ~7' MIN. s, `COMPACTED FILL
• • • • • UNIFORM STONE#57 • • • • • i • 2.00'[0.61 M] NOTE. 1.00' [0.30M] 1 EA. JOINT OF DUCTILE IRON PIPE SHALL BE CENTERED CONTRACTORS -UNIFORM STONE#57 ~ '
• • • • • i UNDER WATER LINE FOR ALL CROSSINGS. • • • • • • • 'E SHALL BE CENTERED NOTE: I N OSSINGS. COMPACTED FILL FRAME CONCRETE ENCASEMENT SHALL ONLY BE
• • • • • • USED IN AREAS WHERE COVER ISTO BE FLUSH WITH PAVEMENTORCONCRETE. CONCRETE
3.4 STAPLES PER SQ. YD. 3.6 STAPLES PER SQ. YD. NTS (4.1 STAPLES PER SQ. M) (4.3 STAPLES PER SQ. M) V ENCASEMENT SHALL NOT BE USED IN NON-TRAFFIC AREAS AND ABOVE GRADE 511 Highway 210 NOrth
INSTALLATIONS.
9 STAPLE PATTERN FOR 8' ROLLS 10 TYPICAL WATER LINE :R LINE CROSSING 11 TYPICAL MANHOLE FRAME & COVER Spring Lake, North Carolina 28390 Phone: [phone]
Faz: [phone]
1. PREPARE 501E BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. GRASSED SWALE
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. TRENCHVVnu NOTE: THIS CROSS SECTION IS TO BE USED FOR THE
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE ENTIRE LENGTH OF THE DITCH.
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12° (30 CM) APART IN THE BOTTOM OF THE TRENCH. 'inside BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) ExISrINC sroRM PIPE RW cnsr IRON vALVE Box PROJECT INFORMATION K SEE PLAN FOR WIDTH
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF w~cHARLOrTEHUB STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE BREAASSOUrPLUCANDCAP c AND cAP EXISTING DESIGNED BY: SCOTT
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACTMNG STAPLES/STAKES NOTE: IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM ,STAPLES/STAKES EASEMENTSw NO?E: GROUND EASEMENT SHALL BE PROVIDED FOR SERVICE :±J, GRASS s, DRAWN BY: SEAN
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. coNNECTIONu ourslDE of Rr CONNECTION WHERE SERVICE CONNECTION IS PLACED OUTSIDE OF R!W DUE TO PHYSICAL CONSTRAINTS. CHECKED BY: CHRIS
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING 0 I'
ON BLANKET TYPE. 1 I I I MINIMUM PROJECT NUMBER: 524 SAL IN-LINE WYE ~ L
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE ~ 4°PVCVERrICAL 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE 24°MIN aEARANCE 3, D„ scH4a PvcvERrICAL /ERTICAL FITTING FOR NEW 3 J 1 CONSTRUCTION OR
BLANKET WIDTH. - MAx. NOTE: ROMAC-CB SADDLE 3 YE FOR TAP ON EXISTING
*IN LOOSE SOIL CONDITIONS THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" 15 CM MAY BE NECESSARY TO D.LSANITARY I sroPATRnru sc 4aEPVCYE PROPERLY SECURE THE BLANKETS. ( ) I sEVUER sERVICE LwE sANITARY sEVVER MAIN. CONSTRUCTION SPECIFICATIONS: DRAWING .SCALE - SERVICE LINE
I ~ SCH 40 PVC I SCH40 PVC 1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER T Q~° SANITARY TEE COMPACTED 2' OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA. NOI TOSVALE
I I . (SAME MATERIAL SUBGRADE 2. EXCAVATE THE CHANNEL AND SHAPE IT TD NEAT LINES AS MAIN) AND DIMENSIONS SHOWN ON THE PLANS PLUS 0.2 FT
I 1 I T PLUG ~ OVERCUT AROUND THE CHANNEL PERIMETER TD ALLOW FOR BULKING DURING SEEDBED PREPARATIONS AND SOD
_ - - -1 '1 IDO NOT GLUE) ~ i I ~ TEE BRANCH BUILDUP. ~ 3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL
8" MIN. ~ I SLOPEMIN.1% I SO THAT SURFACE WATER MAY ENTER THE CHANNEL
MAINTENANCE: uNDlsruReEDSOIL i I ~ 1 v/ FREE`Y DATE RELEASED 4. ESTABLISH GRASS IN THE CHANNEL IMMEDIATELY.
1. INSPECT THE EROSION CONTROL BLANKET ONCE A WEEK AND AFTER EVERY RAINFALL. SANITARY SEWER APRIL 20, 2011
2. IMMEDIATELY REPAIR ANDlOR REPLACE ANY DAMAGED BLANKET. MAIN
3. IF GROUND COVER IS NOT ESTABLISHED THROUGH THE BLANKETIMTHIN 2 WEEKS, THE BLANKET 12" MIN. 12" MIN.
SHOULD BE REMOVED AND THE AREA RESEEDED. AFTER RESEEDING, THE BLANKET SHOULD BE MAINTENANCE & CONSTRUCTION:
REINSTALLED. NOTE. UNIFORM STONE#57 SHEET NUMBER 1. INSPECT THE DITCH FOR EROSION ONCE A WEEK AND AFTER EVERY RAINFALL.
1 EA. JOINT OF DUCTILE IRON PIPE SHALL BE CENTERED UNDER STORM PIPE FOR ALL CROSSINGS. 2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED AREAS. C 3. MAINTAIN PROPER CROSS SECTION UNTIL THE DITCH IS STABLE. NTS
NTS
NTS NTS 4. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES. C-604
EROSION CONTROL BLANKET INSTALLATION 8 12 TYPICAL STORM SEWER CROSSING 13 TYPICAL SEWER SERVICE SERVICE CONNECTION 14 PERMANENT SWALE SECTION

409Chlcayo Drive-'.quite 112
Z Fayelte~lle, NarEh Carolina 28306 ~
m BACK OF CURB FRAME GRATE AND HOOD NOTES: MORTAR JOINTS 1/2"±118"THICK. O m X SEE STD. N0.840.03 USE CLASS"B"GONGRETETHROUGHOUT. ~ v ~ S ° Phane: (910) 426-6]]] 1 EXPANSION JOINTS ~ ~
~ TOP ELEVATION ~ ~ ~ _ USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. ~ , 518 O O 1 ° DEDUCT FOR PIPE(SJ FROM TOTAL CU YDS. OF BRICK MASONRY. Z H Q ~ O 0 8" E E Q ~ Q Fax [phone]]]7
~1 USE #4 BAR DOWELS AT 12"CENTERS. ~ ~ ~ V ~ „ ~O ~ Y Y J 2 ~O ~ s ' ~ 4'~" 4'-6" Z ~ ~ ~ License Number: C-2354 ~ x 6" 6" STD. 840.03 FRAME, ° ° a Z
r Z ~ ~ ~ A PROVIDE ALL CATCH BASINS OVER 3'-0" IN DEPTH WITH STEPS 12" LL ~ d Z r Z ~ ~ ~ #4 BARS "V" m O = a - - - ON CENTER. USE STEPS WHICH COMPLY W1TH STD. DRAWING 840.66. O ~ N = - m O a @3 EQUAL SPADES
~1 m W Z - ~ n 1 112" Z a m B USE TYPE E, F AND G GRATESUNLESS OTHERWISE INDICATED. H V Z LL~ Z a m 3 1 1!2" ~ 1 112" GRATE & HOOD W Q Z = _ ~ ~ ~ I
= USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS ~ _ " ~ ~ O 8" 8" = OF SECTION 840 OF THE STANDARD SPEGIFIGATIONS ~ _ ~ W ~ ~ O ~ ooo~o~oo ~o~uTio~S, i~c
? = O ~ ~ MIN. MIN. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB N F ~ Z J Z = O ~ ~ n ~ - g ~ p AS SHOWN ON STD. N0. 840.00. ~ LL 0 ~ n ~ - y ~ LL ° ~ ~LNGINLEWNG ~SURVLYING ~C~Pb CONSTRUCTION LAYOUT
~ Z MIN. FOR 8' 0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE ~ ~ y ~ ` ~ Z R m ~ a a 12" WALL TO 6'-0"FROM TOP OF WALL AND 8" WALL FOR THE REMAINING Z F ~ ~ a a ~ U W R M W 6-D.. Z O y
y~ , PLAN 6'-0" QUANTITIES TO BE ADJUSTEDACCORDINGLY d~ ' ~ ?a ~ ?a PLAN a~ W~
Z X GONSTRUCTWITHPIPECROWNSMATCHING. ~ 0 Z QQ - SECTION X-X GHAMFERALL EXPOSEDGORNERS 1" ~ m ~ Q Q ~ Q Q ~ CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES ~ 0 m~ m~
- TOP ELEVATION - DRAWING NOT TO SCALE. u~ ~ ~ m in ~ ~ ~ ~ 0 TOP ELEVATION 6„ in Ud ~ ~ EXPANSION JOINT
USE ON FLAT GRADES 2 6 AND UNDER
_ _ _ _ FRAME GRATE AND HOOD TOP ELEVATION SEE STD. N0.840.03 STEPS-STD. N0.840.66 I ® I~`
STEPS -STD. N0.840.66 S EXPANSION JOINT B D ~ 3'-D" DEPRESSED GUTTER LINE
8" 8" MIN. A MIN. I b TOP ELEVATION PLAN OF TOP SLAB TOP SLAB SECTION S-S f ~
m - _ _ A ~ m 0 ELEVATION ~
Z ~ 6.. Z I o 6.. B E LL 0 NORMAL CURB AND GUTTER ON LIGHT GRADES ~
WC E vZ WC N to
2 G ? N ~ 2 TOP ELEVATION NORMAL GUTTER LINE Z N
ii n N ~z SECTION Y-Y G 3„ I I 3 Q W N n N s° E #s "w' B. ma ~ 8.. p MIN. MIN. 8.. ~ - ~ ~ E #8 "W' BARS #4 BAR 8" ~ ~ Q d EXPANSION JOINT M 6~~ USE ON GRADES OVER 2% LY ~
~ ^ a MIN. D MIN. T d ~ ^ a #4 BARS "V' g° _ \ / Z ~ i p = \ / Z @3 EQUAL SPACES ~ RISER HT. Q ~ ~ ~ -
cDa VARIES ~Vw C~a _ ~ LL ~ ~ 0 2 oU~ 1 D"MAX 6'-D" ~ ~ ~
~ ~ ~ 6" MIN. Q r ~ ~ e n v i p Q~ e n v EXPANSION JOINT Q
TT SECTION J-J #4 BARS "u" i v ~ 8" 6" MIN. Z V F = v 1 112" MIN. WHERE 30" T036" PIPE IS USED 3" SEE NOTE ~ Y 1 112" 6 ~ DEPRESSED GUTTER LINE Q ~ ~
W ~ SECTION M-M W ELEVATION ~ Y ; IN R-R DOWEL NORMAL CURB AND GUTTER ON STEEP GRADES N ~ ~ REVISIONS
m E WHERE 42"T054"PIPE IS USED y U r m SECTION R-R D~ D~ N Z RISER HT. WHERE 30" TO 36" PIPE IS USED y N N Z
Z ~ VARIES E J LLM ' ~ MINIMUP N ~ MINIMUM DIMENSIONS AND QUANTITIES FOR BRICKCATCH BASIN (BASED ON MIN. HEIGHT, H, WITH NO RISER)* J M
~ J " - J ~ W ` ~ DIMENSIONS OF BOX AND PIPE 0 I OF BOX AND PIPE TOP SLAB CU. YDS. CONC. IN BOX BRICK MASNARY DEDUCTIONS ~ Yi WIDTH SPAN MIN. HEIGHT DIMENSIONS BARS-U BARS-V BARS-W TOTAL TOP BOTTOM TOTAL aRICKMSNe. ToTnL ONE PIPE Z
B M i ~ ~ 'E.=', M Z Q PIPE SPAN 1MDTH WIDTH SPAN MIN ~I I I-- - W ~ D A B C G A 12" 3'-0" 2'-2" - C G H E F N0. LENGTH ND. LENGTH ND. LENGTH LBS. SLAB SLAB CONC. InwuLS eRlcK~wo coNCRETE C.M. R.C. W
I ~ 8.. ~ I Q 15" 3' 2' 2.. 2'9" - - - 0.281 0.281 0.883 1.164 0.020 0.042 3'-0" 0.281 0.281 0.963 1.244 0.031 0.047
I 18" 3' 0" 2' 2" I ~ I 24" 3' 2' 2" 3'-3" 0.281 0.281 1.043 1.324 0.044 0.065 3'-9" 0.281 0.281 1.204 1.485 0.078 0.121
3'-4" 4'-3" 1' 2" 4' 4" 4 1'-6" 3 4'-1" 3 4'-1" 45 0.147 0.374 0.521 1.606 2.217 0.122 0.184
- 36" 3'-0" 2'-2" 3'-10" WHERE 42" TO 54" PIPE IS USED " " ~ ~ " 42" 3' 0" 2' 2" 4' 5" 3'-10" 4'-9" 1' 8" 4' 4" 4 2'-0" 4 4'-1" 3 4'-1" 49 0.187 0.415 0.602 1.914 2.516 0.176 0.261 4' 5" 5'-3" 1'-5" 3'-6" 4 1'-9" 3 3'-3" 3 3'-3" 38 0.135 0.373 0.508 2.152 2.660 0.240 0.371
48" 3' 2' 2" 5' 5'-0" 5'-9" 2'-0" 3'-6" 4 2'-6" 4 3'-3" 3 3'-3" 41 0.173 0.410 0.583 2.415 2.998 0.313 0.477
SHEET 1 OF 2 DETAIL SHOWING METHOD SHEET 1 OF 2 SHEET2 OF 2 54" 3'-°" 2' 2" 5'-7" OF RISER CONSTRUCTION PLAN PLAN 5'-7" 6'-3" 2'-7" 3'-6" 4 3'-0" 6 3'-3" 3 3'-3" 47 0.211 0.448 0.659 2.806 3.465 0.396 0.595 SHEET2 OF 2 *RISERHAS.321CUBICYARDSOFBRICKMASONRYPERFOOTHEIGHT 84001
840.01 840.01 840.01
BRICK CATCH BASIN BRICK CATCH BASIN NTS
z
FRAME GRATE AND HOOD GENERAL NOTES. Z v m BACK OF CURB O m v ~ SEE STD. N0.840.03 USE GLASS "B" CONCRETE THROUGHOUT. (n ~ ~ S °
~ X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" F } ~ Z 5/8^ ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Q Q Q < ~ Z 6" E 1 EXPANSION JOINTS H } E~ Q~3
y O O TOP ELEVATION OPTIONAL CONSTRUCTION -MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT ? ~ ~ N 4'-6" 4'-6" Z ~ J 2V
- 12" CENTERS AS DIRECTED BY THE ENGINEER. J = ~ ~ ~ 6" rZ~~~ Y Y 4 LLOa(9Z rZ~~~ #4 BARS "V" m = ~ ~ - - USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. O ~ m = @3 EQUAL SPACES 6" 6" STD.840.D3 FRAME ° Q d Z
_O~~a A W ~Z2 _O~(~a 1112" T1 ~ IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB Q Z GRATE & HOOD ~ (f) _ 11l2" ~ 1112" HQZLL~
= Zam m in AS SHOWN ON STD. N0 840.00. ~ V LL ~ _ ~ Z a m 3 " =y~ B Q ~Ow " =y.~ Z ~ ~ O O 6 g" z USE TYPE' E', 'F' AND "G' GRATES UNLESS OTHERWISE INDICATED. N ~ F Z J Z G) ~ O O
~ _ ~ r FOR 8'-0" IN HEIGHT OR LESS, USE 6" WALLS AND BOTTOM SLAB. OVER ~ LL O ~ _ ~ r NH~ZJ ~U~U~U~~U ~ ~ o
8'-0" T016'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST • ~ ~ Z QUANTITIES ACCORDINGLY. ~ ~ y ~ ` ~ Z R m ~ aaa 1 Z . aaa - W W R W F~6-0° z°~~
iv CONSTRUCT WITH PIPE CROWNS MATCHING. d ~ ~ ? a N O ~ PLAN SEE NOTE CHAMFER ALL EXPOSED CORNERS 1" W ~ y O ~ ~ J LL- ?a ~ ?a PLAN ao
Z X ~ 3 ' G Z as Q Q a Q Q u_ CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES C PROJECT NAME , m~ m~
SECTION X-X DRAWING NOTTO SCALE. h m ~ TOP ELEVATION ~ ~ - ~a TOP Ud ~ ~ USE ON FLAT ELEV. EXPANSION JOINT
M ~ GRADES2% ANDUNDER
TOP ELEVATION - - - - - - - - - FRAME GRATE AND HOOD
SEE STD. N0. 840.03 STEPS-STD. N0.840.66 STEPS-STD. N0.840.66 S J DEPRESSEDGUTTER LINE C00 P E RS
_ TGP ELEVATION - - - - - - - - PLAN OF TOP SLAB EXPANSION JOINT 3'-D" ~ 3-D"
m ~ m~ _ , _ ~ W m TOP SLAB SECTION S-S M M C R E E K ELEVATION ~ Z
z I - ~ A p n z o Q 1 6 E"._ LL NORMAL CURB AND GUTTER ON LIGHT GRADES O N
r B ~ ~ W r TW ~ ELI Z~ ZN
N ~ ^ . _ _ ~ ~ z 6" G 6" 3 v W s NORMAL GUTTER LINE Z Q PHASE II #4 BAR EXPANSION JOINT 6.. Yi
~ ~ SECTION Y Y Z _ rn ~ E #8 "W' BARS ~ 8" TOP ELEV. ~ d
~ a p D Q O d a X14 BARS "V" _ ~ Z / \ ~ = rn Z (a~3 EQUAL SPACES USE ON GRADES OVER 2% ~ ~
a VARIES T ~ ~ ~ a ~ F ~ m ~ i 1D" DEPRESSED GUTTER LINE ~ Q N
o ~ ~'nv - _ - 6, Qv~' ~'Dv 6'-D" EXPANSION JOINT MAX Q V ~ 6' 1'-0~, 0 ~ ~
~ ~ ~ o ~ #4 BARS "U" _ ~ 6" T SECTION J,l ~ Z F ~ ~ v 1 vz" 1 vz" DOWEL ELEVATION ~ W
~ T Q Q ~ n W ~ WHERE 30" TO 36" PIPE IS USED
m SEE NOTE SECTION M-M N V ~ m= SECTION R-R /D ~ WHERE 42"T054"PIPE IS USED IN R-R NORMAL CURB AND GUTTER ON STEEP GRADES = ~ ~ STO R M
N Z WHERE 30" TO 36" PIPE IS USED = ~ ~ Z RISER HT. N ~ D ~ MINIMUM DIME MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN (BASED ON MIN. HEIGHT, H, WITH ND RISER)* N_
Z ~ VARIES J N ~ DIMENSIDNSOFBOXANDPIPE C7 LL PIPE SPAN WIDTH WIDTH SPAN MIN. HEI( ~XAND PIPE TOP SLAB CU. YDS. CONC. IN BOX DEDUCTIONS J ~ DETAILS iH SPAN MIN. HEIGHT DIMENSIONS BARS-U BARS-V BARS-W TOTAL TOP BOTTOMF ONE PIPE U~ /O/~~
O - J J Z m Z O D A B C G H B M M W 12" 3'-0" 2'-2" - 2'_9" G H E F NO. LENGTH NO. LENGTH N0. LENGTH LBS. SLAB SLAB n. T,n C.M. R.C. W y 2'-9" - - - 0.281 0.772 0.015 0.026
A 15" 3' 2' 2" 3' 6 A 18" 3' 2' 2" 3' 3" 3' 0" 0.281 0.829 0.023 0.036
Q 24.. 3'°~~ 2'2.. 3'°~~ 3' 3" 0.281 0.887 0.033 0.049 3' 9" 0.281 1.001 0.059 0.085
~ ~ m 30" 3'-0" 2' 2" 3' 4" 4'-3" 36" 3'-0" 2'-2" 3'-10" 4'-9" 4'-3" 1' 2" 4'-0" 4 1'-5" 2 3'-9" 3 3'-9" 39 0.123 0.374 1.433 0.092 0.127 0" 4'-9" 1' 8" 4'-0" 4 1'-11" 3 3'-9" 3 3'-9" 43 0.161 0.415 1.714 0.123 0.178
WHERE 42" TO 54" PIPE IS USED 42" 3'-°" 2' 2" 4'-5" 5' 3" 4' 5" 5' 3" 1' 5" 3' 2" 4 1' 8" 2 2'-11" 3 2'-11" 32 0.112 0.373 1.738 0.180 0.243
DETAIL SHOWING METHOD 4a" 3'-°" z'-z" 5'-°" 5'-9" 5'-0" 5' 9" 2'-0" 3' 2" 4 2' 3" 3 2'-11" 3 2'-11" 35 0.145 0.410 2.052 0.235 0.317 5' 7" 6'-3" 2'-7" 3'-2" 4 2'-10" 5 2'-11" 3 2'-11" 41 0.180 0.448 2.387 0.297 0.401
SHEET 1 OF 2 OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2 SHEET2 OF 2 54" 3'-°" 2'-2" 5'-~" 6'-3" SHEET2 OF 2 *RISERHAS.321CUBICYARDSOFBRICKMASONRYPERFDOTHEIGHT ^40.0^
840.02 840.02 840.02 a L CLIENT
CONCRETE CATCH BASIN CONCRETE CATCH BASIN NTS
m p m Z WELLCO °
v_~ -v~ v~ Z 43' NOTE: USE TYPE "E" "F" AND "G"GRATE ~ Q } < ~ Z DETAILS BROWNING TYPES I 23/4" CONTRACTORS HOWNING TYPES OF GRATES 2'-11 3/4" Q Q Q
y00 UNLESS OTHERWISE NOTED. M 314" Z~Q NOO USEACCORDINGTOWATE N P P _~3~ CORDING TO WATER FLOW. 1 1/2" Z ~ ~
~O ~ c ~ x ~O ~ ~Z~~~ "va~?z ~Z~~~ OaC~Z B ~ of°=~ INC.
mp =a B ~ ~ v~rn= - mp =a - ~n W x - c~„ ~ T Qz v~ ~ Waz== TYPE "E" TYPE "F" ~ A A F=eOC9
Zam H C1 LL (9 Zam TYPE "G" TYPE ==y~ 2118"I 2118" Q ~OW ==N~
" ~ O ~ h~ ~ ~ Hx " O ?=po„ _ _ _ _ N N ~n~~z~ ?=po„ ~ s 718 N ~ LL o J 511 Highway 210 Noah
n - SECTION-MM ~LLO~ n ~~Z - SECTION LL OOy ~2~Z aaa ? a o Z aaa ~ WATER FLOW ~ SAG . SAG ~ WATER FLOW f ~ s 71a" Z ° ~ ~ Spring Lake, North Carolina 28390
~ ~ ,4, ~ ~ A ALIGN FRAME WITH INSIDE 2 3rs" ~ ~ ~ ~ y p ~ " ° ° EDGE OF WALL TO ALLOW ~ W ~ N O ~
Z °a FOR VERTICAL ADJUSTMENT 1„ M r ~ Z w c Phone: [phone] c Faz: [phone]
~ ~ WALL SECTION ~ c~ g 1 112" ~ 1 314"
O D O D i T
SECTION - BB
B SECTION - PP SECTION - NN SECTION B-B PROJECT INFORMATION 11 I~
~ PLAN - ~ ~ z ~ 13/4" 2114" ~ Z DESIGNED BY: SCOTT
~ 7'I ~ C0 N 314" - D 71 A m FRAME, GRATE, & HOODASS'Y ~ N 0' ~ N ~ m i WATER FLOW ~ SAG
Z N N N O O Q Z SAG ~ WATER FLOW f ~ ~ N O ~ Q DRAWN BY: SEAN
fA r LL Q m ~ ~ SECTION A-A ~ O =
om= ~ Z ~ om= D TYPE "F" TYP Z_ = U CHECKED BY: CHRIS TYPE "E" TYPE "G" TYPE - E 3 Z Q PROJECT NUMBER: 524
Z ~ W 3~-a~ _ - 13/ " N 13/4" ~ Q Z ~ N 9 RAISED FLOW ARROW 23/4„ ~ Q 0
N r, ~ ~ ~ a ~ o ao ~ a P 1/16' HIGH ~ ~ ~
y Z K K N (V iv 13/4" _ ~ D Z P Z E D L M ~ ~ N Q Z E D RAISED FLOW ARROW 2 23~ ~ G N Q
O m ,'0 ~ W 0 O m ,'0 1/16' HIGH D N S SECTION-AA ~ F Z D y 0 a H Z DRAWING SCALE
~ v v Z~ v v 0 ~
m ~ F cn ~D ~ ~ 0 _ ro N Z~ H ~ 1l2" ~ N NOT TO SCALE
yZ L M ~ ~ Nt7z yZ 1112° ~ ~ FRAME PLAN N " 0 ~ ~ 1 112" m N ~ Z ~ ~ o
n Z SECTION - JJ N W n Z 2=~ 3!4" 314" 5 5!8" J~ N 2 118" 118" m J ~ N
3'-0 718" W ~ m „ns° ~ ,v,s° 11T O ~ W ~ m 9 13/4" ~ O~~
DOD ~ ~I- R 3"R Z ~ D ~ O P ~0,~0 M ¢ v WLLO 1112" 13 1 1/2" N 1 112" 118" ~ 1 1/2" R w ~ DATE RELEASED
Z ~ a > iv ~ LL Z 2'-113!4" 1 3/4" ~ ~ 1/8" ~ 0 2'-11 3/4" LL APRIL 20, 2011
1 1/2" 6.. 2'- Q'~ 8.. - ~ 11~ 112" N 6" 6 n 314" ~ ~ ~ 11/2" 1 1/2° + 1 117' ii it~ ~ 718" ~ I _1 112
3112" a'-n" 3112' I I ~n vn~' - 1l~ - ~ I~
SECTION - KK ins 1 314" SHEET NUMBER 1314" SECTION A-A 7/8
2'-11 1/2 " 4 5/8"
SHEET 1 OF 2 R SHEET 1 OF 2 SHEET 2 OF 2 TYPE TYPE F m SECTION A-A SHEET2 OF 2 TYPE - G 840.03 C-6m5
840.03 HOOD ELEVATION SECTION - RR 840.03 840.03
FRAME GRATES AND HOOD NTS FRAME, GRATES, AND HOOD NTS

LI09Chlcayo Drive-'.quite 112
v E Z Fayelte~lle, NarEh Carolina 28306
v ~ 6,. A 6„ OPTIONAL MANHOLE
~~Z E Q Q Q Fax (9 o9 ~ 6-5777
77 N O O GENERAL NOTES: Y Y C CHAMFER ALL EXPOSED CORNERS 1". Z ~ ~ License Number: C-2354 V
rZ~~N 6„ m O = D j USE CLASS"B"CONGRETETHROUGHOUT.
n L OPTIONAL CONSTRUCTION MONOLITHIC POUR, 2" KEYWAY, OR _ ~ Z D m X X #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. OR W Q Z = 1 A A I VEER. Q=eOW ~0`NTI01 II,V
_ ~ ~ O Q ~ ~ ~ USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
Z200~ m NpU ro IF REINFORCEDGONGRETEPIPEISSETINBASESLABOFBOX, CC ~ . ~ ~ U 0 ~ ADD TO BASE AS SHOWN ON STANDARD N0.840.00. x, yHHZ~ LL p ~ NGINC WNG ~ SURVCYING ~ CAPS ~ CON5T21JCTION LAYOUT
G ~ Z m a ~ PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH W1TH STEPS D D u N 12" ON CENTER IN ACCORDANCE WITH STD. N0.840.66. EPS p p ~ ZF'
N ~ ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES Q i TO INCLUDE THE ADDITION OF THE MANHOLE (LE DIAGONAL BARS iITIES BARS W ~
Z 6,~ ~ 3" ~ SHORTENEDAROUNDOPENINGINTOPSLAB, ADDITIONAL VARIABLE HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.) 4RIABLE ^ Q
Y SEE STANDARD 840.54 MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP 4B TO TOP
PLAN FOR MANHOLE COVER & FRAME #4 BARS "A" ELEVATION IS 12 FEET. OPTIONAL SPACED 6"
C. TO C. BRICK MAY BE USED ® I~ '
6„ TO ADJUST FRAME &
COVER TO SURFACE ELEVATION MAX. 1' #4 BAR
nm
Q ~ 114" p O LL m
Z r OUTLET PIPE O W ZZJO
~ ~ W ° = 6„ E OR F 1 112" 2 ~ A p ~~=W
Q m ~ INLET PIPE SECTION a
~ ~ ~ D 6" DOWEL _ ~ m z C-C OR D-D
~ Q L D SECTION X-X ~Za~
~acA ~ r Z ~ DIMENSIDNSANDOUANTITIESFORCONCREfEJUNCTIONBOXES o ~ _o ~
3 ~ v DIMENSIONS OF BOX AND PIPE REINFORCEMENT TOP SLAB CUBIC YARDS TOTALOUANTITIES DIMENSIONS FOR ON .S DIMENSIONS FOR ONE Z W F PIPE CU.YDS. Q F a
~ ~ BARS "A" DIMENSIONS IN BOX BOX AND SLAB PIPE CU.YDS. 6" PIPE SPAN 1MDTH HEIGHT ~ Z YC
m = 0 G 114°X 6" TOP BOTTOM WALU LBS. CU. YDS. Q ~ Z EXP. JOINT D A B H ND. LENGTH E F SLAB SLAB FT. OF HT. REINF MIN. "H„ C.S. R.C. y W p N REVISIONS H; C.S. R.C. _ ~ ~ ~
r ~ ~ Q 114" g'• 12" 2'-0" 2'-0" 2'-8" 12" 2'-9" 3'-0" 3'-0" 0.167 0.167 0.185 22 0.750 0.015 0.024 0 0.615 0.024
Q 15" 2'-8" 2'-3" 2'-6" 12" 3 0 3 3 3 3 0.196 0.196 0.204 24 0.902 0.023 0.036 2 0.623 0.036 ~ O
X ~ 6" 2 18" 2'-6" 2'~" 2'-9" 14" 3-3 3~ 3-6 0.227 0.227 0.222 30 1.065 0.033 0.049 24" 3'-0" 3'-0" 3'-8" 16" 3'-9" 4'-0" 4'-0" 0.296 0.296 0.259 40 1.434 0.059 0.085 5 0.633 0.049 W f 1 4 0.659 0.085
B 30" 3'-6" 3'~" 3'-9" 18" 4'-8" 4'~" 4'-6" 0.375 0.375 0.296 51 1.860 0.092 0.127 ~ 0.692 0.127
36" 4'-0" 4'-0" 4'-8" 20" 4'-9" 5'-0" 5'-0" 0.463 0.463 0.333 64 2.341 0.132 0.178 1 0.132 0.178
6 SEE NOTE 3 DOWEL 42" 4'-6" 4'~" 4'-9" 22" 5'-8" 5'~" 5'-6" 0.560 0.560 0.370 77 2.878 0.180 0.243 8 0.180 0.243
48" 5'-4" 5'-0" 5'-8" 26" 6'-8" 6'-0" 6'-4" 0.743 0.743 0.403 111 3.623 0.235 0.317 SECTION Y-Y 54" 5'-10" 5'-10" 5'-9" 28" 6'-7" 6'-10" 6'-10" 0.865 0.865 0.444 126 4.283 0.297 0.401 3 0.235 0.317
3 0.297 0.401 0 6.367 0.495 SHEET 1 OF 1
SHEET 1 OF 1 60" 6'-6" 6'~" 6'-8" 30" T-8" T~" T-6" 1.042 1.042 1.481 145 5.090 0.367 0.495 84031 66" T-1" T-1" 6'-9" 32" T-10" 8'-1" 8'-1" 1.210 1.210 1.518 169 5.917 0.444 0.589 7 a 444 0.589 $40.31
CONCRETE JUNCTION BOX NTS
Z
v E GENERAL NOTES: m CHAMFER ALL EXPOSED CORNERS 1" 0 ~ 8" A 8" E USE CLASS "B"CONCRETE THROUGHOUT. Oy
~ . Z OPTIONAL MANHOLE USE #4 BAR DOWELS AT 12"CENTERS. QQQ
N00 Y 8" MORTAR JOINTS 1/2"±1/8"THICK. Z~
~Q Z ~ ~ 1 CONCAVE T00 ALL EXPOSED JOINTS. r = ~ USE FORMS TO CONSTRUCT THE BOTTOM SLAB. Rl ~ ~ (7 D X X JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" 1L~0=v ppapz
_ ~ Z D m ~ ~ ~ SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. oR4° WaZ=2 NY BRICK. Q p W
_ ~ ~ Q m Q 0 ~ FOR 8'-0" I N HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN
Z = O O ~ ~ ~ ~ 0 ~ HEIGHT, USE 12" WALL TO 6' 0"FROM TOP OF WALL, AND 8" WALL c Q FOR THE REMAINING 6' 0". ADJUST DIMENSIONS AND QUANTITIES ID8"WALL N~~ZJ lUANTITIES ~ LL p
Z m a U ACCORDINGLY. D ~ ~ N IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, pp~ OF BOX, Z
N ~ ADD TO BASE AS SHOWN ON STANDARD N0 840.00. 'ITHSTEPS w ~ PROJECT NAME
O i PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS Z g" 3„ ~ 12" ON CENTER IN ACCORDANCE WITH STD. N0 840.66. o
- 3 ~ ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES Y C QUANTITIES n 30NAL BARS
#4 BARS "A„ TO INCLUDE THE ADDITION OF THE MANHOLE (LE DIAGONAL BARS PLAN SEE STANDARD 840.54 SPACED 6" SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE FOR MANHOLE COVER & FRAME HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.) NAL VARIABLE
OPTIONAL C. TO C. MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP JM SLABTOTOP C00 P E RS
BRICK MAY BE USED TO ELEVATION IS 12 FEET. ADJUST FRAME & COVER o000
6" TO SURFACE ELEVATION MAX. 1'
m HEADER o00 #4 BAR #4 BAR o CREEK
Z COURSES ?®m~ LL x
^C W r 114" ~ _ G N OUTLET PIPE ~ ~ iv
~ _ ? ~ _ `T+ p E OR F 1 112" ?mo PHASE II
N Q^ ~ A p 6.,
~ ~ L ~ INLET PIPE ~ B~ SECTION I~'I _ ~ C Z 6,. ~oaa o_~:
~ o v OUTLET ELEVATION C-C OR D-D DOWEL Iovv~L ~ ~ a
c z Z D SECTION X-X ~ ~ DIMENSIONS ANDOUANTITIESFORBRICKJUNCTIONBOXES ~ v aZz~
~ ~ SEE STANDARD 840.54 3 ~ DIMENSIONS OF BOX AND PIPE REINFORCEMENT TOP SLAB CUBIC YARDS OdNIffNSIONSR~R7HN ~ 0 FOR MANHOLE COVER & FRAME DIMENSIONS RI~QtUVYAS. ~NIffNSIONSR~R7HtlE Z ~ p =
~ Z ` PIPE SPAN WIDTH HEIGHT BARS CONC. BRICK MASONRY Y BRICK MAY USED TO y fN~6LUVYAS. Q ' d 'ER N Y p N
m = Z ADJUST FRAME & COVER TOP & MIN WALL PER D A B H N0. LENGTH E F BOTTOM HEIGHT FT. HT. C.S. R.C. Q W Z 6,. TO SURFACE ELEVATION MAX. 1' CU. YD CU. YD. CU. YD. F C.S. R.G. _ _ ~ STORM
r m Q 114" X 8" EXP. J01 NT 12" 2'-0" 2' 0" 2' 3" 12" 3'-1 ° 3' 4" 3'-0" 0.412 0.591 0.263 0.020 0.032 ° N~/~ 3 0.620 0.032 J ~ 3
~ ~ 15" 2'-3" 2'-3" 2'-6" 12" 3'-1" 3' 4" 3'-0" 0.412 0.657 0.263 0.031 0.047 3 °.D31 °.647 ~ m DETAILS
O 18" 2'~" 2' 6" 2'-9" 14" 3'-5" 3' 8" 3'~" 0.498 0.814 0.296 0.044 0.065 ~ 114" g" ~6 0.644 0.065 W
24" 3' 0" 3' 0" 3'-8" 16" 4'-1" 4' 4" 4'-4" 0.695 1.176 0.362 0.078 0.113 6" 2 30" 3'-6" 3'-6" 3'-9" 18" 4'-5" 4'-8" 4'-8" 0.807 1.481 0.395 0.122 0.170 Q 0.678 0.113 5 x122 o na
36" 4'-0" 4' 0" 4' 3" 20" 5'-1" 5' 4" 5'-0" 1.053 01.959 0.461 0.176 0.1238 .1 an6 01236
B 42" 4'~" 4' 6" 4' 9" 22" 5'-9" 6' 0" 6'-0" 1.333 2.503 0.527 0.240 0.323 '7 0.240 0.323
48" 5' 4" 5' 4" 5'-8" 26" 6'-5" 6' 8" 6'~" 1.646 2.940 0.560 0.313 0.422 0 0.313 0.422
6" 3,~ DOWEL 54" 5'-10" 5'-10" 5'-9" 28" 6'-11" T 2" T-2" 1.902 3.502 0.609 0.396 0.535 ~9 0.396 0.535 a s 4as o 66a SHEET 1 OF 1
SHEET 1 OF 1 SECTION Y-Y 60" 6' 6" 6' 6" 6'-8" 30" T-7" T-10" T-10" 2.272 4.113 0.658 0.489 0.660 84032 66" T-1" T-1" 6'-9" 32" 8'-2" 8'-5" 8'-5" 2.624 4.778 0.708 0.591 0.798 '8 0 591 0798 840.32
CLIENT
BRICK JUNCTION BOX NTS
m SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE v ~ IF SPECIFIED. aB~E o WELLCO
C ~ Z STATE USE OF SYSTEM ON COVER Qaa
y00 ~ (LE.: SEWER, STORM DRAIN, ELECTRICAL) CONTRACTORS,
~0~~ ~Z~=~ e~ LL~O=v Opa~Z INC.
m Q ~ D TOP OF COVER O~ZD~ ~o WQZ==
==yam F=~pw
zc~~oo A A B B y ~ LL O J 511 Highway 210 North
n2~r ~~Z ~aa 0 0 ~ ~ Spring Lake, North Carolina 28390
Z a? Phone: [phone]
0 z c Faz: [phone]
112" R. h
BOTTOM OF COVER v2°
1" R. R.
PROJECT INFORMATION
PLAN OF COVER
~m ~ ~ DESIGNED BY: SCOTT
D z PLAN OF FRAME Zo ~ ~ DRAWN BY: SEAN
= r 1'-11112"
N r 2'-1 114" Z ~ CHECKED BY: CHRIS
my ~ - ~ PROJECT NUMBER: 524
~ Z 1'-11314" 314" 07 - co D Q
~ N m D 1'-1D 718" pW
a ~ DRAWING SCALE
mo D ~ ~ 1" TYPE #1 0
X117' Z 3 314" a ~ NOT TO SCALE
~ ~ ~ ~4 314" ~ Z 1/2" ~w yJ _ ~
O ~ - U1 =
M 1'-10 518" ~ 0 v ALTERNATE J
m ~ SECTION B-B w Q DATE RELEASED
airs" 2'-D v2" MINIMUM WEIGHTS -LBS. N 3HTS - LBS. APRIL 2O, 2~1 ~
z'-g 11q" FRAME -180
C~/,1 rnv~o ~~n
--lx- -
SECTION A-A TOTAL-300 N SHEET NUMBER
SPECIFICATION N MEEETING SHEET 1 OF 1
SHEET 1 OF 1 CLASS 30 IRON MEEETING
840.54 TYPE #2 ASTM A-48 840.54 C-6m6
MANHOLE FRAME AND COVER NTS