SW8020637_APPROVED PLANS_20030801

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �)20f/0 3�(
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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PER CITY OF WILMINGTON
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SITE DATA
IMPERVIOUS AREA: W/METER & PRESSURE
REDUCER BY GAS COMPANY
BUILDING AREA: 13,521 SF (.31 ACRES)
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CURB & GUTTER AREA: 3,725 SF (.08
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1 TOTAL IMPERVIOUS AREA: 58,583 SF (1.34 ACRES)
CURB INLET Ou =24.
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SIDEWALK:; �I
(OUTSIDE PROPERTY LINE) 4,050 SF (.09 ACRES) INV. 17.65
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REQUIRED PARKING: 34 SPACES MIN., 53 SPACES MAX.
OFFICEREQUIRED - SPACES MIN., •
2 SPACES MA/X
PARKING PROVIDED:
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LANDSCAPEREQUIRED: r: SF
LANDSCAPE PROVIDED:r SF
BUILDING
0 HIGH PARAPET
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TOP 28.06
INV. 24.64
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CURES INLET /
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LOCATION MAP /
NO SCALE /
PROPERTY LINE
EXIST. SPOT ELEVATION
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EXISTING STORM DRAIN
EXISTING WATER
EXISTING CONTOUR
SETBACK
EXISTING SANITARY SEWER "
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EXISTING FIBER OPTIC
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W- PROPOSED WATER TOP 2622
INV. 20 '2
SD PROPOSED STORM DRAIN
G G G G PROPOSED GAS LINE --
SS SS PROPOSED SANITARY SEWER
29.00 PROPOSED SPOT ELEVATION
NOTE:
SEE STORMWATER PLAN BY KIMLEY—HORN FOR STORMDRAIN -
AND DETENTION POND DATA.
THERE ARE NO WETLANDS ON THIS SITE
/ •, . r.l� MAX BUILT---- O:N EA: 64,164 SF
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DIMENSION NOTES:
1. ALL DIMENSIONS ARE TO THE FA
2. ALL RADIUS DIMENSIONS=S' UNL
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SITE WORK NOTES:
CITY OF WILMINGTON STANDARD NOTES
2'-O"
1'-6" 6"
V-6" i 6"
2" TYPE 1-2 (NCDOT)
3
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR
FIELD CONSTRUCTION CONDITIONS.
"RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY
REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
MIXED, QUICK DRYING, NON -BLEEDING.
STREETS.
21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
WASTE AND WATER LINES.
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
22. SEE SHEETS P-2 FOR LOCATION AND INVERTS OF CONDENSATE AND ROOF
LIMITS OF CO --
DRAINS. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CONNECT THESE
LINES TO THE UNDERGROUND DOWNSPOUT DRAIN AT THE REQUIRED
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
DEPTH TO DRAIN. ALL UNDERGROUND DOWNSPOUT DRAINS SHALL HAVE A
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
MINIMUM SLOPE OF 1 % AND BE SCH 40 PVC PIPE AS FOLLOWS, USE
4" PIPE FOR UP TO 4 DOWNSPOUT CONNECTIONS, 5" PIPE FOR 5 TO 8
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
DOWNSPOUT CONNECTIONS AND 8" PIPE FOR 9 OR MORE CONNECTIONS.
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
23. THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL BE
A MINIMUM OF 6 INCHES BELOW THE BUILDING FINISH FLOOR ELEVATION
6. DISPOSAL: CLEARED. GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS.
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE LOCAL AND STATE CODES.
EROSION CONTROL NOTES AND MAINTENANCE PLAN:
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
ASSOCIATED WITH BORROW OPERATIONS.
AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98% OF MAXIMUM
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN.
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM,
CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY
OR SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE
BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH AN ADDITIONAL
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95%
2" OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY OBJECTIONABLE
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS SHALL
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE
BE REMOVED IMMEDIATELY.
STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98Z
3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) . WITH
GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN
APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS
WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN ARIAS
WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF
4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS
IN --PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE
SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT
STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY
THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE
TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED
REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP
IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS
TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.
TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY
REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL
STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND
OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN
EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED
SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES.
AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS
SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL
AROUND THE DROP INLETS.
REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
BECOMES 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
CONSTRUCT HIS WORK.
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH
8 FOOT STAKE SPACING.
OF EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
6. THE SEDIMENT 13ASIN WILL BE CLEANED OUT WHEN THE LEVEL OF
MICHAEL UNDERWOOD AND ASSOC., P.A., AND PROVIDED BY OWNER.
SEDIMENT REACHES 2.0 FT BELOW THE TOP OF THE RISER. GRAVEL WILL
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
DRAINS PROPERLY.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
7. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL DISTURBED AREAS
APPLICABLE AGENCIES AND AUTHORITIES.
INCLUDING SLOPES. SWALES, STOCKPILES AND ANY OTHER UNSTABILIZED AREAS
SHALL BE STABILIZED WITHIN '15 DAYS OF CEASE OF ANY PHASE OF ACTNMY.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCDOT STANDARDS.
8. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF
DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
NECESSARY, AND MULCHED ACCORDING TO SPECIFICAITONS IN THE
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
REQUIREMENTS.
9. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
17. SEEGEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.
10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE
THE PROJECT IS COMPLETED.
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
CONDITION.
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT
CLOSE-OUT.
TEMPORARY/PERMANENT
GRASS SPECIFICATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE &MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA GRASS
20% TURF FESCUE
10% CREEPING RED FESCUE
24% ANNUAL WE GRAIN
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
V-6" x V-0" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
00
1. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE
PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES
OR GROVES OF TREES AND NO CONSTRUCTION WORKERS, TOOLS,
MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION
FENCING;
2. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR
DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT
STANDARDS.
3. ONCE STREETS ARE OPEN TO TRAFFIC, CONTACT TRAFFIC ENGINEERING
(RICHIE BROWN) TO REQUEST INSTALLATION OF TRAFFIC AND STREET
NAME SIGNS. PROPOSED STREET NAMES MUST BE APPROVED PRIOR TO
INSTALLATION OF STREET NAME SIGNS.
4. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT
MARKINGS) IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD
(MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
5. CONTACT TOM PLATT WITH TRAFFIC ENGINEERING AT 341-7888 TO ENSURE
THAT ALL TRAFFIC SIGNAL FACILITIES AND EQUIPMENT ARE SHOWN ON
THE PLAN. ADD A NOTE TO CALL TRAFFIC ENGINEERING AT 341-7888
FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT OF WAY.
6. ANY BROKEN OR MISSING SIDEWALK PANELS WILL BE REPLACED.
7. CONTACT KAREN DIXON AT 341-7888 TO DISCUSS STREET LIGHTING
OPTIONS.
8. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION
CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED
UNTIL ALL REQUIREMENTS ARE MET AND THE STATE HAS GIVEN THEIR
FINAL APPROVAL. CALL 343-3910 FOR INFORMATION.
9. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL
APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED
PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE
DEVELOPERS SIDE OF THE WATER METER BOX.
10. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH
THE CITY'S CROSS CONNECTION CONTROL REGULATIONS. CALL 343-3910
FOR INFORMATION.
11. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CITY WILL NEED
TO BE ON THE LIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE.
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TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
TO READ "RESERVED PARKING"
WITH IDENTIFICATION
SYMBOL;
o
BOLT TO WD.
POST W/ 3/8' CADMIUM
PLATED NUTS.
BOLTS & WASHERS.
9" x 1'-Q" x
.080 STD ALUM. SIGN
TO READ 'VAN
ACCESSIBLE .
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BOLT TO WD.
POST WITH 3/8" CADMIUM
o
PLATED -NUTS,
BOLTS & WASHERS
o
9" x V-0" x .080 STD ALUM. SIGN
12" TO READ MAXIMUM PENALTY $250,
GS 20-37.6". BOLT TO WD. POST
- WITH 3/8" CADMIUM PLATED
NUTS, BOLTS & WASHERS. FINISHED
LEGEND AND BORDER GREEN TREATED WOOD 4"x4" POST. GRADE
WHITE SYMBOL ON BLUE BACKGROUN[)
BACKGROUND - WHITE -
1-1 /2"R(TYP 1-1 /2"R(TY
MAXIMUM
PENALTY VAN
2 5 8"(TYP) ACCESSIBLE 3/8"(TYP) =I I I=I I I I I=I 1=
I I I -I I F9 i I I -I I I -I I
III=III III=III-
LEGEND AND BORDER - GREEN LEGEND AND BORDER -GREEN=III=I I I I I 1=""
BACKGROUND - WHITE BACKGROUND -- WHITE _III=III=I=III
TYPICAL HANDICAPPED SIGN
VAN ACCESSIBLE -- DETAIL
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CLASS A CONC.
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CLASS A CONC.
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ABC STONE SMALL
EXTEND 6" BEYOND
CURB & GUTTER
SPILL OFF CURB SECTION
NTS
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SWILL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
COARSE AGGREGATE
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
1
M
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WIA
SEDIMENT CONTROL l
STONE 2
` UQN A -A
MULTI -DIRECTIONAL FLOW
INLET PROTECTION
NTS
V-6" x 1'-O" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
TO READ "RESERVED PARKING"
WITH IDENTIFICATION SYMBOL o
BOLT TO WD. POST W/ 3/8h CADMIUM
PLATED NUTS, BOLTS & WASHERS.
9" x 1'- " x .080 STD ALUM. SIGN
TO READ "VAN ACCESSIBLE . o
BOLT TO WD. POST WITH 3/8" CADMIUM o
PLATED NUTS, BOLTS & WASHERS
I , 12 TREATED WOOD 4"x4" POST.
LEGEND AND BORDER - GREEN FINISHED
GRADE
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
I -1 /2"R(TYP)
MAXIMUM
= PENALTY I -III I -I
?CS307. 3/8"(TYP) -I I M I I 11 ICI I I
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III -III III=III=
LEGEND AND BORDER - GREEN =III -III I- --III-
BACKGROUND -WHITE -I I M I I=I=I I I
TYPICAL HANDICAPPED SIGN DETAIL -
TN rS
1/4" WIRE MESH
- 5' STEEL POST
(SELFFAWNER
STEEL ANGLE TYPE)
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-- NOTES:
1. SEDIMENT CONTROL STONE
SHALL BE 15 OR #57.
2. WIRE MESH SHALL BE
HARDWARE CLOTH 19 GAGE
MIN, AND SHALL HAVE 1 /4"
MESH OPENINGS.
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CURB A GUTTER
FLOW LINE CURB SECTION
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
CURB
fi" ABC STONE (NCDOT)
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON FIELD
CONDITIONS. CONTRACTOR SHALL
COORDINATE w/OWNER &
GEOTECHNICAL ENGINEER TO
DETERMINE ACTUAL PAVEMENT
SECTION.
LIGHT DUTY PAVEMENT SECTION
NTS `
1-1/2" TYPE 1-2 (NCDOT)
ON TOP OF 1-1/2" TYPE H BINDER
- 8" ABC STONE (NCDOT)
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON FIELD
CONDITIONS. CONTRACTOR SHALL
COORDINATE w/OWNER &
GEOTECHNICAL ENGINEER TO
DETERMINE ACTUAL PAVEMENT
SECTION.
HEAVY DUTY PAVEMENT SECTION
NTS
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NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LBAN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESMY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF-FASTEIER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND
4" IN DIAMEER. FABRIC SHALL BE FASTENED TO
WOODEN PO►'T WITH NOT LESS THAN #9 WIRE STAPLE
1" LONG OR TIE WIRES.
TEMPORARY SILT FENCE
NTS
NOTE:
1. NDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
2. 'ONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3.-HICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. 'HICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT
fITH NO CURB.
5. f 2" EXPANSION JOINT E.J.) REQUIRED AT 50' MAX. AT SIDEWALK
UNCTIONS, AT STRUCTURES. AND AS NOTED ON SITE PLAN.
6. 'ROVIDE A LAYER OF 15BLDG. FELT BETWEEN WALK AND ADJACENT
'ARALUNG CURB OR STRUCTURE.
7• tEINFORCE w/6x6-10/10 W.W.M.
BLDG.-STRUCTURE
SIDEWALK JOINT DETAILS
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STANDARD OR EXTRA STRENGTH
FILTER FABRIC
DIRECTION OF WATER FLOW
ANCHOR FABRIC SKIRT
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SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR
FIELD CONSTRUCTION CONDITIONS.
"RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE Ill, FACTORY
REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
MIXED, QUICK DRYING, NON -BLEEDING.
STREETS.
21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
WASTE AND WATER LINES.
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
22. SEE SHEETS P-2 FOR LOCATION AND INVERTS OF CONDENSATE AND ROOF
LIMITS OF CONSTRUCTION.
DRAINS. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CONNECT THESE
LINES TO THE UNDERGROUND DOWNSPOUT DRAIN AT THE REQUIRED
4. STRIPPING:. BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
DEPTH TO DRAIN. ALL UNDERGROUND DOWNSPOUT DRAINS SHALL HAVE A
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
MINIMUM SLOPE OF 1 % AND BE SCH 40 PVC PIPE AS FOLLOWS: USE
4" PIPE FOR UP TO 4 DOWNSPOUT CONNECTIONS, 5" PIPE FOR 5 TO 8
5. MUCKING: REMOVE ANY SOFT. ORGANIC SILT MATERIALS AND EXISTING
DOWNSPOUT CONNECTIONS AND 8" PIPE FOR 9 OR MORE CONNECTIONS.
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
23. THE FINISHED GROUND ELEVATION AT THE. BUILDING PERIMETER SHALL BE
A MINIMUM OF 6 INCHES BELOW THE BUILDING FINISH FLOOR ELEVATION
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS.
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE LOCAL AND STATE CODES.
EROSION CONTROL NOTES AND MAINTENANCE PLAN:
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
ASSOCIATED WITH BORROW OPERATIONS.
AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98% OF MAXIMUM
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN.
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM,
CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY
OR SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE
BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH AN ADDITIONAL
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95%
2" OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY OBJECTIONABLE
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS SHALL
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE
BE REMOVED IMMEDIATELY.
STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE
TO AT LEAST 98%
3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS
APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS
WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF
4, INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS
IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE
SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT
STANDARD PROCTOR MAXIMUM DRY DENSITY, IF THE MATERIAL IS TOO DRY
THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE
TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED
REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP
IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS
TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.
TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY
REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL
STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND
OPTIMUM MOISTURE CONTENT IS OBTAINED, FILL SHALL BE PLACED IN
EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED
SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES.
AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS
SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL
AROUND THE DROP INLETS.
REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
5• SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
BECOMES 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
CONSTRUCT HIS WORK.
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES
10. THE CONTRACTOR 15 RESPONSIBLE FOR THE LOCATION AND PROTECTION
WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH
8 FOOT STAKE SPACING.
OF EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
6. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF
MICHAEL UNDERWOOD AND ASSOC., PA., AND PROVIDED BY OWNER.
SEDIMENT REACHES 2.0 FT BELOW THE TOP OF THE RISER. GRAVEL WILL
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
DRAINS PROPERLY.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
7. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL DISTURBED AREAS
APPLICABLE AGENCIES AND AUTHORITIES,
INCLUDING SLOPES. SWALES, STOCKPILES AND ANY OTHER UNSTABILIZED AREAS
SHALL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE OF ACTIVITY.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCDOT STANDARDS.
8. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF
DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILJZED, RESEEDED AS
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
NECESSARY, AND MULCHED ACCORDING TO SPECIFICATTONS IN THE
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
REQUIREMENTS.
9. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
17. SEEGEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.
10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE
THE PROJECT IS COMPLETED.
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
CONDITION.
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT
CLOSE-OUT.
TEMPORARY/PERMANENT
GRASS SPECIFICATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED. FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 -- 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
S. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA GRASS
20% TURF FESCUE
10% CREEPING RED .FESCUE
24% ANNUAL RYE GRAIN
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
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CITY OF WILMINGTON STANDARD NOTES
1. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE
PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES
OR GROVES OF TREES AND NO CONSTRUCTION WORKERS, TOOLS,
MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION
FENCING;
2. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR
DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT
STANDARDS.
3. ONCE STREETS ARE OPEN TO TRAFFIC, CONTACT TRAFFIC ENGINEERING
(RICHIE BROWN) TO REQUEST INSTALLATION OF TRAFFIC AND STREET
NAME SIGNS. PROPOSED STREET NAMES MUST BE APPROVED PRIOR TO
INSTALLATION OF STREET NAME SIGNS.
4. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT
MARKINGS) IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD
(MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
5. CONTACT TOM PLATT WITH TRAFFIC ENGINEERING AT 341-7888 TO ENSURE
THAT ALL TRAFFIC SIGNAL FACILITIES AND EQUIPMENT ARE SHOWN ON
THE PLAN. ADD A NOTE TO CALL TRAFFIC ENGINEERING AT 341-7888
FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT OF WAY.
6. ANY BROKEN OR MISSING SIDEWALK PANELS WILL BE REPLACED.
7. CONTACT KAREN DIXON AT 341--7888 TO DISCUSS STREET LIGHTING
OPTIONS.
8. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION
CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED
UNTIL ALL REQUIREMENTS ARE MET AND THE STATE HAS GIVEN THEIR
FINAL APPROVAL. CALL 343-3910 FOR INFORMATION.
9. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL
APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED
PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE
DEVELOPER'S SIDE OF THE WATER METER BOX.
10. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH
THE CITY'S CROSS CONNECTION CONTROL REGULATIONS. CALL 343-3910
FOR INFORMATION.
11. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CITY WILL NEED
TO BE ON THE LIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE.
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A PIED PA KING SIGN
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WITH IDENTIFICATION SYMBOL
BOLT TO WD.
POST W/ 3/8�' CADMIUM
PLATED NUTS,
BOLTS & WASHERS-�
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GS 20--37.6". BOLT TO WD. POST
WITH 3Q" CADMIUM PLATED
NUTS, OLTS & WASHERS.
LEGEND AND BORDER - GREEN REATED WOOD 4"x4" POST.
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE MAXIMUM --
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SPILL OFF CURB SECTION
NTS
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALT. BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE,
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
V-6" x 1 `-0" x 080 STD. ALUM.
HANDICAPPED
PARKING SIGN
TO READ "RESERVED PARKING"
WITH IDENTIFICATION SYMBOL;
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POST W/ 3/8' CADMIUM
PLATED NUTS,
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GRADE
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NTS
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CURB & GUTTER
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NTS
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SWILL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE
2" TYPE 1-2 (NCDOT)
6" ABC STONE (NCDOT)
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SECTION.
LIGHT DUTY PAVEMENT SECTION
NTS
1-1/2- TYPE 1-2 (NCDOT)
ON TOP OF 1-1 /2" TYPE H BINDER
-8- ABC STONE (NCDOT)
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON FIELD
CONDITIONS. CONTRACTOR SHALL
COORDINATE w/OWNER &
GEOTECHNICAL ENGINEER TO
DETERMINE ACTUAL PAVEMENT
SECTION.
HEAVY DUTY PAVEMENT SECTION
NTS
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STEEL OR WOOD POST
WIRE MESH FOR STANDARD FABRIC
STANDARD OR EXTRA STRENGTH
FILTER FABRIC
-DIRECTION OF WATER FLOW
NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND
4" IN DIAMETER. FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE
1" LONG OR TIE WIRES.
CURB
TEMPORARY SILT FENCE
NTS
NOTES:
I. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4, THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 112" EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN.
6. PROVIDE CURLAYER
OR 15 CBLDG. FELT BETWEEN WALK AND ADJACENT
PARALLIN7. REINFORCE w/6x6-10/10 W.W.M.
BLDG.-STRUCTURE
PLAN
SIDEWALK JOINT DETAILS
ANCHOR FABRIC SKIRT
MIN. 8" DEEP & 4" WIDE.
148"R TOOLED
I IAIi'
� 8'RTOOLED JOINT
1 DEEP
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QENERAL 51TENOTLa
A. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE AND
LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE
PLANS. THE CONTRACTOR SHALL MAINTAIN A
CURRENT RELEASE OF THE STATE AND LOCAL LAND DEVELOPMENT
STANDARDS MANUAL ON THE PROJECT SITE FOR REFERENCE DURING
CONSTRUCTION OF THE PROJECT,
B. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT AND FACE OF CURB
UNLESS OTHERWISE NOTED. ALL CURB RADII GIVEN TO THE FACE OF CURB.
C. ALL PAVEMENT MARKINGS IN PUBLIC RIGHT-OF-WAYS AND DRIVEWAYS
ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS.
ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC
ARE TO MEET "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" STANDARDS,
ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN
ACCORDANCE WITH STATE AND LOCAL REGULATIONS,
D. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS
PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE
CONTRACTOR SHALL NOTIFY THE CITY OF WILMINGTON UTILITY SERVICES
DEPARTMENT AT [phone] FOR PROPER IDENTIFICATION OF
EXISTING UTILITIES WITHIN THE PROJECT SITE.
E. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
F. CONTRACTOR SHALL INSTALL ACCESSIBLE RAMPS PER CITY OF
WILMINGTON AND ADA STANDARDS AT ALL DRIVE AND
BUILDING LOCATIONS AS REQUIRED.
G. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE
OF ALL EROSION CONTROL DEVICES SHOWN ON THE APPROVED PLANS
FOR THE DURATION OF CONSTRUCTION OR UNTIL FINAL INSPECTION.
H. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF EXISTING STORMWATER
STRUCTURES. CONTRACTOR SHALL NOTIFY ENGINEER IF EXISTING CONDITIONS
DO NOT MATCH INFORMATION ON PLANS.
I. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES, WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION
MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
J. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH
THE STATE AND LOCAL TRANSPORTATION DEPARTMENTS BEFORE INSTALLATION.
K. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO ANY DEMOLITION OR
CONSTRUCTION WITH CITY REPRESENTATIVES IN ATTENDANCE, NOTIFY THE CITY
A MINIMUM OF ONE WEEK IN ADVANCE,
L. OWNER SHALL MAINTAIN ALL STOP SIGNS.
MAP NOTE:
ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION
TAKEN FROM A LAND SURVEY PREPARED BY:
MICHAEL UNDERWOOD & ASSOCIATES, PA ENTITLED:
CAROLINA LIGHT AND POWER, 02/27/2002
(REVISED ON 08/01 /2002)
LEGEND
PAINTED TRAFFIC ARROW
CONCRETE
-r PROPOSED TRAFFIC SIGN
O PROPOSED PARKING COUNT
AREAS OF PROPOSED HEAVY DUTY BITUMINUS PAVEMENT
SITE TABULATION
1427 AND 1457 MILITARY
TOTAL TRACT ACREAGE=
CUTOFF ROAD
3.12 +/- ACRE-5
DISTURBED AREA
_ 2.89 ACRES
_ _
IMPERVIOUS AREA (PRE -DEVELOPMENT)
1.20 ACRES
IMPERVIOUS AREA (POST -DEVELOPMENT)
2.15 ACRES
CURRENT ZONING:__
TA^ Odcl --- —
PROPOSED ZONING:
Odcl
EXISTING BUILDING TO BE REMOVED:
N A
PROPOSED BUILDING51
T�
FOOTAGE:
� 22.400 SF
_SQUARE _
NUMBER OF STORIES:
_
2� �..
�
NUMBER OF UNITS:
�
2
NUMBER OF BUI INGS;�
2
HEIGHT IN FEET:
+ -30 FEET
_aVILDING 5ETBACKS:
FRONT (MILITARY CUT-OFF):
30 FEET
FR_O_NT (ALLENS LANE):-,----
30 FEET
REAR (EAST):
10 FEET
PERCENT OF TRACT COVERAGE:
PERCENT OF IMPERVIOUS SURFACE AREAS:
PRE -DEVELOPMENT:
POST-DEVELOPMENT:W _ µ
68 x _ W
DENSITY -- CURRENT ZONING:
_ _
15,000 SF MIN LOT SIZE
_
DENSITY - PROPOSED ZONING:
15,000 SF MIN LOT SIZE
PERCENTAGE OF L.AN95CAPED
AREA_ 51
STREETYARDS:
18 FEET AVG
TOTAL ASPHALT AREA
60,322_SF
TOTAL PARKING AREA,----
55,187 SF
PARKING AREA LANDSCAPING
7,965_SF__
PARKING AREA LANDSCAPING X
8% (8X REO'D)
BUFFERYARD: �
N/A
_LANDSCAPE_
PARKLAND OPEN SPACE REOUIRED:
N/A
OFF-STREET PARKING:
MAX. IMPERVIOUS ALLOWED BY ZONING:
190 SPACES_
MAX. PERVIOUS ALLOWED BY ZONING:
48 (25R)
.� ���
PROPOSED IMPERVIOUS:
173
PROPOSED PERVIOUS:
0
TOTAL HANDICAP PROVIDED:
7
®(VAN ACCESSIBLE - _ _
_ < . 2
TOTAL PARKING SPACES PROVIDED:
173
0
x
MIXED -USE BUILDING (PHASE 1)
I
INTERFACE WITH EXISTING PARKINGIff
x
y % Y Y FfIvGX % Y Y % X
w��� w w w� arr w wwwww�w ww w +iwwrww� w w
hill
SCALE: 1 "= 50'
� •Q �Q I
11.1 I.J.
r
5 CONCRETE
ISLAND
/ f 24 WHITE STOP R25.
/ BAR (TYP)
R25
/ FU1-l..IRE DRUGSTORE
SITE
/ 4.4'
j PLANTER
/ EXISTING PARKING
/ AREA
24" CURB AND
GUTTER (TYP)
/ WHEEL STOP (TYP)
/ HANDICAP
RAMP (TYPE 2)
_ ­c>
M P NOTE: K -
ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION
TAKEN FROM A LAND SURVEY PREPARED BY, I
MICHAEL UNDERWOOD & ASSOCIATES, PA ENTITLED: I
CAROLINA LIGHT AND POWER, 02/27/2002
(UPDATED 08/01/2002)
I
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- I EXISTING SUBSTATION
I (TO REMAIN) I K`
�.
I ZIA
I 10' PROGRESS ENERGY WIA
DUCT BANK EASEMENT`
X
PRIVATE DUMPSTER
X AND DUMPSTER PAD I I I
30' DRAINAGE PHASE 2 PHASE I W/SSEECNWALL
ARCHITECTURAL
I I DITCH EASEMENT DETAILS FOR SCREEN
I I WALL DETAIL) I f
TEMPORARY PAVEMENT MARKING
ABOVE GRADE AREA TO REMAIN UNTIL EXISTING I /
PEDESTRIAN FOOTBRIDGE CP&L OFFICE BUILDING IS ABANDONED 10' PRI ATE THIS SECTION OF E
CONNECTING PHASE 1 TRANSFORMER STORM 5 WE 4
I I EASEMENT
PR PERTY LINE TO BE
LOCATION I I I ADDED THROUGH
x R COMBINATION PRIOR . I PROPOSED PARKING STANDARD 45' PARKING STALL I
I I ISLAND TO BE TYPICAL j I W ISSUANCE OF GEATIFIC TE u
I CONSTRUCTED IN 1 F OCCUPANCY`' /
PARKING STALL � I f ■
BE A
I PHASE 2 rlvice 8'-6" x 18'-0" (TYP.) J /
x x x x x x � � }+
I PROPERT00
Y �� � w INTERIIV PROPERTY LINES TO
LINE �� _ 30' 1GH
'':3LIC RECOMB NAOTION PR 0NED 0 TO "� r ,
47D`RAINAGE HANDICAP SPACES, UTILITY EASEMENT 28,6' ISUANCE OF CERTIF ATE 7 U
ELEVATOR/STAIRWELL DITCH STRIPING SIGNAGE I OF OCCUPANCY.
EASE ENT TO COMPLY WITH
23.7' � _ _ �✓ _ I ADA STANDARDS R250.0 1 - d - co
DO [, lT R1 0, I 40.0' i
ENTER ti�a ;, , 5' CON R JE 75PROPOSED / CD (D
SIGI,S 6 9 /, ISLAND
3 OVERHEAD /`.� CO L.
O O O O O Q O .2.0' LECTRIC � .—
r-425.0=�. EASEMENT °
� p 5 0 000 6
5.0' L 5.0' L 2.0'
SIDEWALK SIDEWALK PLANTER
4.4'
PLANTER MIXED -USE BUILDING
1427 MILITARY CUTOFF RO D
a z (PHASE 2)
p _j 22,400 S.F.
a 87 SPACES INCLUDING H.C.
SIDEWALK
6 HC H H N IC P
R25
R5.0'
EXISTING EDGE
OF PAVEMENT
wow. w � w w
HANDICAP PARKING
SIGN LOCATION (TYP)
PROPERT& LINE
ww
DRIVE
70
7 5.0' j j r `� CD
_ cz
6 C HC H 9 I 4IL 1
5.0' 2.0
W SIDEWALK PLANTER 6.0'
N PLAN TER 8
HANDICAP
a a. MIXED•-U E BUILDING I I I RAMP (TYPE 2)r
I 8.0' 1437 MILITARY CUTOFF ROAD 5.0'
SIDEWALK (PRASE 1 ) SIDEWALK '
22, 00 S.F.
I .'..ta 86 SPACES CLUDING 5 H.C.- �`' z_ I� PARKING / 1
I. _ Iz
10.0' SIDEWALK 0 J -fi EASEMENT/
a
15 PAR NO SPACES TO PROCR ;;..:.
BE INL DED WITH PHASE OFFICE
1 PAR Nit7 COUNTS ��1I111II►! HNIGPRM I
r v
f
HANDICAP 1 �����N Rae
;n RAMP (TYPE 2) _ �`p ��,114SC4,0.
S TYP
EXISTING 1238 *E
I
- POWER POLE
r 30' FRONT
- - _ GUY LIN�_ - _ __,_ //����►rr►Ci'il��v ��`\
STUB POLE -
www # w 1 • 1_1 +�
51-01/low
I
SIDEWALK ... - -- _ Scale 1'=40'
Job No. OP SIGN Drawn By 011038Q47
_ STA P P R O V E I� -
_ 'W 11�`- PROGRESS` FNEI� , (TYP) I WORTH CAROLINA ENVIRONMENTAL MG 7
Can By Tpp
Cis ELECTRIC DUCT3AIy1S.___— _ MANAGEMENT COMMISSION
_ EASEMENT EXISTING R.O.W. --- �---L_-_.__DIs10N of WATER QUALITY Date September 30, 20D2
/
PHASE 2 _ PHASF
-_ - -- _
_RAVEUIGNT _ _..Irx%v; - --_ Revisions:
SIDEWALK EASEMENTS WILL BE
PAVEMENT MARKINGS DEDICATED TO ­TY-0E-F
TO BE INSTALLED WILMINGTON WHERE THE
AFTER EXISTING CP&L SIDEWALK LEAVES THE ROW,
OFFICE BUILDING IS SIDEWALK LOCATION SHOWN
ABANDONED MAY DIFFER FROM FINAL
DEDICATION PER SIDEWALK
CONSTRUCTION.
IN PLACE UNTIL EITHER
D UGSTO RE- R-PHAOSEL -
DEMOLITION TAKES PLACE. RELOCATED
(SEE DEMOLITION PLAN 'OR GUY LINE
PHASE 1 INTEGRATION WTH LOCATION
EXISTING CP&L PARKING DEC 12 2002 3
DWQ C
PROd # 15Cu 30 2 C(p J_I
pAPIJIC SCALE reV s�'�
r_
Pi >,I
wONCRETE PLAZA AREA 40 a 2a 40 8800
NEW CURB AND GUTTER TO BE INSALLED ( IN !FEET )
AFTER DEMOLITION OF EXISTING ENRANCE. I Inch - 40 it"
November 5, 2002 - Revisions per City
comments and site plan adjustmem.
November 25, 2D02 - Revisions per City
comments.
SITE
PLAN
C3

GENERAL NOTES
1.
AWH010. TO DRAW AS SHOWN,
2,
ALL SPOT ELEVATIONS SHOWN ARE TO GUTTER ELEVATION AT FACE OF CURB OR CONCRETE
V4i AT FACE OF ISLAiIW UNLESS OTHERilIASE NOTED.
PLAN IS TAN MY , OR ON TO GRADE ADJACENT 'PROPERTIES. WHEN FIELB
F°'OFF- GR 1 MUST BE j*(f,AINEQ �I % ,,
I
° 3
s
4,
NONSTANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT--OF-WAY REQUIRE A
RIGHT -OF --WAY ENCROACHMENT AGREEMENT WITH THE STATE AND LOCAL TRANSPORTATION
DEPARTMENTS BEFORE INSTALLATION.
EROSION CONTROL NOTES
1.
EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION IN ACCORDANCE WITH
THE REQUIREMENTS OF THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT OF 1973, THE
LOCAL JURISDICTIONAL AGENCY, THE APPROVED EROSION CONTROL PERMIT, AND THESE PLANS AND
SPECIFICATIONS.
2.
SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO RETAIN SEDIMENT
WITHIN THE BOUNDARIES OF THE SITE. ALL DISTURBED AREAS SHALL BE NONEROSIVE AND STABLE
WITHIN THIRTY (30) WORKING DAYS OR 120 CALENDAR DAYS AFTER COMPLETION OF THE ACTIVITY,
WHICHEVER IS SHORTER,
3.
ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSPECTED WEEKLY AND AFTER EVERY
RUNOFF PRODUCING RAINFALL EVENT, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. NEEDED
REPAIRS WILL BE MADE IMMEDIATELY.
4.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCING WHEN IT BECOMES 6 INCHES DEEP
AT THE FENCE. THE FENCING WILL BE REPAIRED AS NECESSARY TO MAINTAIN SUFFICIENT BARRIER.
5.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE
PLANS AND SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
6.
ADDITIONAL EROSION CONTROL MEASURES OR SILT BARRIERS TO BE PLACED AS SHOWN AND/OR
DIRECTED BY THE PROJECT ENGINEER AND/OR LOCAL JURISDICTIONAL INSPECTOR.
7.
ALL TREE PROTECTION AND EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING
CONSTRUCTION AND SHALL BE MAINTAINED IN PROPER WORKING ORDER UNTIL ALL DISTURBED AREAS
ARE STABILIZED AND GROUND COVER IS ESTABLISHED, CONSTRUCTION ENTRANCE PADS SHALL BE
INSTALLED BY THE CONTRACTOR AT CONSTRUCTION ACCESS POINTS PRIOR TO LAND DISTURBANCE.
8m
THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVED LAND DISTURBANCE PLAN ON SITE
WHENEVER LAND DISTURBING ACTIVITY IS IN PROGRESS.
9.
CONSTRUCT SILT FENCE ALONG THE DOWNSTREAM SIDE OF ALL PROPOSED CUT AND FILL
CONSTRUCTION.
10.
THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT
SHOWN ON THE APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT
FROM THE FINAL PROPOSED DRAINAGE PATTERNS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO
ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERN'S CREATED AT VARIOUS STAGES DURING
CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION
SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
11,
ALL DISTURBED AREAS SHALL BE GRASSED AS SOON AS CONSTRUCTION PHASES PERMIT AND ALL
SLOPES BE STABILIZED AS SOON AS POSSIBLE. SLOPES SHALL BE STABILIZED WITHIN 15 DAYS,
OTHER DISTURBED AREAS SHALL BE STABILIZED WITHIN 30 DAYS OF CEASE OF ANY ACTIVITY ON THE
SITE,
12.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM REQUIRED MAINTENANCE OF ALL EROSION AND
SEDIMENT CONTROL DEVICES TO ENSURE THEIR FUNCTION AT ALL TIMES.
13.
CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PERMANENT VEGETATION HAS
BEEN ESTABLISHED.
14.
EROSION CONTROL PERMIT SHALL BE REVISED IF THE DISTURBED LIMITS AREA IS EXCEEDED.
CONSTRUCTION LIMITS SHALL NOT BE EXCEEDED WITHOUT THE APPROVAL OF THE PROPERTY OWNER.
15.
CONTRACTOR SHALL CONTACT THE CITY OF WILMINGTON TRAFFIC ENGINEERING DEPARTMENT AT
341-78W 48-HOURS PRIOR TO ANY EXCAVATION IN THE R.O.W.
16.
APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES: WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION
MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
17.
ALL SLOPES GREATER THAN 3:1 SHALL HAVE EROSION CONTROL MATTE OR FABRIC.
MISC NOTES
1.
ON -SITE CURB INLETS SHALL BE NCDOT STRUCTURE 840.02 WITH FRAME GRATE
AND HOOD NCDOT 840.03
2.
SPOT ELEVATIONS AT CURBS ARE FLOW LINE OF CURB
3,
ALL SWALES/DRAINAGE WAYS SHALL BE SODDED LAWN OR HAVE EROSION CONTROL MATTE APPLIED
TO ASSIST VEGETATION ESTABLISHMENT
4.
NO WETLANDS ARE LOCATED ON SITE,
5.
SOIL TYPES: Le, Mu.
►1 - 6
ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION
TAKEN FROM A LAND SURVEY PREPARED BY:
MICHAEL UNDERWOOD dt ASSOCIATES, PA ENTITLED:
CAROLINA LIGHT AND POWER, 02/27/2002
(UPDATED 08/01/2002)
QBADING LEGEND
100
PROPOSED CONTOUR
100 ._.
EXISTING CONTOUR
io0.o0
PROPOSED SPOT ELEVATION
FLOW ARROW
SF--
SILT FENCE
INLET PROTECTION
CATCH BASIN
STORM SEWER PIPE
GRADING LIMITS
SLOPED/SPILL CURB SECTION
A. r&SIGNER,lS CERTIFICATION
"1 HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE LATEST
WILMINGTON STANDARDS AND SPECIFICATIONS FOR STORMWATER MANAGEMENT AND
CHAPTER 20 OF THE CODE OF ORDINANCES OF THE CITY OF WILMINGTON.-
PRINTED NAME AND TITLE: TIMOTHY P. GRADY, RLA
SIGNATURE:
DATE REGISTRATION NUMBER:
B. , ,
'I/WE HEREBY CERTIFY THAT ANY CLEARING, GRADING, CONSTRUCTION OR DEVELOPMENT, OR ALL
OF THESE, WILL BE DONE PURSUANT TO THIS PLAN AND THAT THE APPLICABLE STORMWATER
MANAGEMENT CONDITIONS AND REQUIREMENTS OF THE CITY OF WILMINGTON, THE STATE OF
NORTH CAROLINA AND THE FEDERAL GOVERNMENT AND ITS AGENCIES ARE HEREBY MADE PART
OF THIS PLAN.•
PRINTED NAME AND TITLE: KEN CHAPMAN DEVELOPER
SIGNATURE:
800, F DRAI
"CO" DENOTES CLEAN OUT
"DS" DENOTES DRAIN SPOUT
"YI" DENOTES YARD INLET
"CI" DENOTES CATCH INLET
ilQ NO,
tiles
INY. LL,
P.lg..,LEM.*
YI-1
30.55
29.05
--
YI-2
30.55
28.70
35 LF 6" PVC O 1.OX
CO-1
30.70
28.39
31 LF 6' PVC O 1.0%
DS-1
--
28.17
22 LF 6" PVC O 1.OX
DS-2
--
27.87
30 LF 8" PVC O 1.OX
CO-2
30.70
27.59
2a LF 6" PVC O 1.OX
05-3
--
27.57
2 LF 8" PVC O 1.OX,
DS-4
--
27.27
30 LF 8" PVC O 1.OX
DS-5
--
26.97
30 LF 8' PVC O I.OX
00-3
30.70
25.75
22 LF 8" PVC O 1.OX
CO-4
29.25
26.27
48 LF 12" PVC O 1.OX
0#3A
MOD
25.50
48 LF 12" PVC O 1.602
O
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U N
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L . V a c)
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cc o o
LM
/ I PHASE TWO MIXED -USE BUILDING OFFICE SITE CONSTRUCTION
I CONSTRUCTION AS PART OF THE PRIOR OR SIMULTANEOUS TO I _ -
/ t 1 DRUGSTORE SITE CONSTRUCTION.
1{ MIXED -USE BUILDING CONSTRUCTION.
TO,R M W�E
AC LIY
+
M EL27
PROPOSED
STORMWATER.
;§
' FACILITY 'B'- _
,
A i BOTTOM ELEV. =r` 24.0 -
- y
SHWT EL.=2 �.0lu
I
x
i
' EXISTING PROGRESS ENERGY u I _ •. � ,
X i1J
SUBSTATION
r _
r
l■
-
,i
Ir
x
�r
/ %✓!! .,
� s
{
:
P!'IASE 2 PHASE I
r
FUTURE BA.WKSl Tr
CONTRACTOR TO VERIFY
NO GREATER THAN 2X
- SLOPE IN ANY DIRECTION IN OUT=23.58 x
Cs#27 OF HANDICAP PARKING
I R�nS-?g DO AREA. DUMPSTERS AND CONCRETE �I 10' PRIVATE STORM
v Eti , vu1-25.11 PADS TO SLOPE TOWARDS jam►
INV IN=25.11 ASPHALT DRIVE 01.50x I' PR 1 DRAIN EASEMENT (TYP) w ��
Ci 3A DOUBLE : NUTECTION
/ I IM (DOUBLE) FILTER ( � ♦ _4
RIM-28.00 i)
5J LF OF 15" C1#28 (DOUBLE) INV IN (FROM CO#7)=25.50 x I 1
' 1 RCP O 0.30X RIM-27.76 INV OUT-25.50 , �
INV OUT-25.26 FENCF 72 LF OF 24" RCP _ I ' • �� 'O
x x x x x x x y I
INV I 23.90
HATCH ,LI R
f
T' FENCING
-SPI'LL GUTTER_ -... -.. (�g DETAIL) 00 U)
'CIOGRADING ■s
LIMITS TYP
( ) �NDiT10N TYP,. +r I'•w J w w �i
CD (D
GRADING - 28 Y9
1
u #�3-
_LIMITS s
L
i WM�28.58 ■�
' 28,10 28.30 w..�"' 10 9.46 H Ck`
- 28.36 F' 28.85 28.30 Ors . INV IN-24.17 1 _
29.00 2880
FUTURfF-'STORMWATER PIPES _ _ 28.90 INV OUT-24.17 f�
j
(ACTUAL LOCATIONS TO BE � 1
28.40 28.82 L .
DETERMINED DURING SITE PLAN +�+vw 29. 28.50�
DEVELOPMENT OF THIS PARCEL) 30.03 29 28.50 :' 29.001. 9.00 2 �� ~' Q 7 300
I28.59
_71� CO-4 '_`�-�
29 29.18 29L26 28.62 I '4 29�co
28,729
29.01
9 28,40 29.24 29.3 29.13
• r,
28,36 4 , ` 9.10
29.28 0.57 T Oi73 nT :66 T
I 29;86 q 29.82
2 .86 29.86 0.07 B
0.80 .30.16 0.4f) B 30
30 30.16 O.T6 .30.16 `
30.16
30.16 30-,16 30.66 TC/B'Q 30.16 i n
us-
6 30.76 0.7 • �'
FUTURE DRUGSTORE 30.7s 30. 76 30.76 30.80 30.76
b; 6 1 30.76
�' � I E � 3o.8a 4" Pv OM 30.80 I ; �» .�,•� ` : .`R< _
30.70 DRAINS T TY1� j INS ALL TEMPORARY a` -
MIXED -USE BUI DING 3o.7D -
�' 3) C iRUCTION ENTRANCES
30.80 , : AT ACH DRIVE USED FOR -1 `"'� �.�
(PHASE 2) 30.80 R102EL-30.55 MIXEfl�U$E BUILDING I ! CON TRUCTION ACCESS.
' FFE=30.80 30.76 3a.rso INV EL-28 7a ( i SE 1)C30.68
-� -
30.7 30.70.. 30.70 -
° YI#1 ..4= FFE 30.80 o SD
30.76 RIM EL-30.55 1
vs 30.St} I -29.05 30.80 30.80 I E W 1
..,; 30.68 1 1
30.03 i ° _ 5 ,%11{{IIIIIII//
fi f0: 30,8 C A
30 30 CON ACTOR TIa VERIFY ! f` ' `ry {-" �0�����-i
30.10 30.10 30.10 30.10 30.10 NO BEATER THAN 2X _
MAO 30,10 30.t0 SLOE IN ANY RECiION J
29.84 r �_F 30, `s0
E 29.80 ; OF H NDICAPEDrARKING - ti 238 L `
7D 30.04 30.10 1 30.04 2$fi0 I t [ �
-
:
2
29.90 i ✓
aD
r.
9 0
F n
29.07 30.10 29.35 /N11I111{1{N�� `
lk
2 LF OF 15" JS 2
CI21_ RCP 00
RIM-28.55 1. T,r�� 2� _- ; r
INV OUT-26.05 W INV IN=25.65
' Seale 1 "-40'
•� � OUT-256 T Job No. 011038047
v ..5 �'�
r � �♦-
I a r �
GD
hacked By ATM
September 30, 2002
C�
Date
CONTRACTOR TO VERIFY LIMITS (TYP �- SILT FENCING -
SEE DETAIL HATCH GUTTER SYMBOL REPRESENTS CIp1A _
SLOPE IN ANY DIRECTION r�s�--� �� SPILL GUTTER CONDITION (TYP.) RIM=28.30Of HANDICAPFn PARKINGI`i@yI8I0�t8:
--�=-25-8T - -_ -- -. November 5 2002 -
�/ AREA. •�SE I �-- -- _ _ , Revisions per City
V V PHASE Z PHASE _ - ~------� comments and site plan adjustmeft
GRAPHIC SCALE
40 0 20 40 a0
( IN FEET )
I inch - 40 ft,
GRADING,
DRAINAGE, Sc
EROSION
CONTROL PLAN
C4

I
PROGRESS POINT
STORMiNATER MASTER PLAN
A PROGRESS ENERGY - CROSL N JOINT VENTURE
VICINITY MAP
0
PROJECT SITE
o�
v �y
F,q
S�
�00
'QO,9
O
S GAS �S
/
cyrs�`<f �ti
WRIGHTSVILLE AVE US HWY i6
Raq�
NORTH
*MAP NOT TO SCALE
CIVIL ENGINEER
KIMLEY-HORN AND ASSOCIATES
ATTN: MR. BRIAN MICHOT, P.E.
LANDSCAPE ARCHITECT
KIMLEY-HORN AND ASSOCIATES
ATTN: MR. TIM GRADY, RLA
ARCHITECT
LITTLE & ASSOCIATES
ATTN: MR. ROGER MANLEY, AIA
SEAL
SEAL
274W
�q�qN
J.
DATE:
CIVIL ENGINEER
LANDSCAPE ARCHITECT
WILMINGTON NORTH CAROLINA
ENR SUBMITTAL
PREPARED FOR:
125 SCALEYBARK ROAD
CHARLOTTE, NC 28209
[phone]
PREPARED BY:
Cm
ZMFI
Kimley,Horn and Associates, Inc.
3001 WESTON PARKWAY
CARY, NC 27513
P.O. BOX 33068
RALEIGiH, H.C.
(919) 677,2000
FAX [phone]
SHEET INDEX
DESCRIPTION SHEET No.
SITE SURVEY/EX/STING CONDITIONS Cl
MASTER SITE PLAN C2
GRADING AND DRAINAGE PLAN C3
SITE DETAILS C4
JUNE zs. 2002
r'40-A----P P R 0
.�-
HOATH CAROLINA ENVIRO�J';iz-i! i AL RECEIVED
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
`z" - No V- zouZ-
DW
PRELIMINARY
I NOT FOR CONSTRUCTION I

ID
/�/ / �'•`="'y" NOTE. BOUNDARY 5URVEY 15 PRELIMINARY, 5UBJECT TO r '
' IX45TING EASEAAENTS / THE RECEIPT OF A CURRENT TITLE OPINION.
surveyors comnlenb: eY essemenb shown, accept those revraled by a
rat title ��. fog �� I,�nK�n �, �� / f PROGRES DRAWING; NOT TO BE USED FOR REAL
please T ESTATE 5ALES OR CONVEYANCE.
' EXISTING PROPERTY BOUNDARIE5 /% % , • /
v i
surveyors comments: shown on map; subject to results of current pde
ormrom plem forward current title Ion a#ien avalable (5m
/ / X
SURVEYIRS NOTE ON MAP.) • / NOW OR FORMERLY
SYSTEMS SHOWN ALONG MINE THE INVERT5 �ARY CUT-0Pr THE EXISTING BTORM WATER SEWERROAD; N® To /% ` ho / DAVfD iKELLY
// / --UON5 GATE TOWNHOMIEa'-• ry^• /
DETERMINE THE OWING OFF-SRE STORM WATER SYSTEMS FLOW I TOWNHOME COMMUNITY
f / /
_ _ ' - LOCATION MAP
surveyors Gommenta: COULD NOT GET INVERTS . / , 4' 'P •``'• ''� 505'32103w 766.93' °k •'
• DETERMINE EXISTING WATER D CURB INLET C.1.r. _ .... ... _ =y ._ - _. _ ;,.xb - _•'L �. -.% .,- ......_,^..4.:: _. _ _ .... •
LJNE LOCATIONS AN SIZES AEON(' / / C �"� -��` -� ' �„ rP b'� •I.,+Ne �*� a r , a •la'"; h "' E.I r. ` NO •�CAI�
WTWOOD ROAD AND ALLEN'J LANE TOP 26.99
INV. 14.38*IkP
AAr zc h •w ,'�,
surveyors comments: SIZE TO BE ADDED FOR AU -ENS LANE ON UPDATE. / I
' EX15TING FIRE HYDRANT$ / /�I / MAD-23
M1 HAa-22 HAo-26 Hl1p 27 ryb► cJIl1iR ,lame j rqe r ' ,•Iwr / \
I
INV. 21.64 • b •�6+ •�w • •'rnr •la :e I
Sur vvMs comments: TO BE ADDED ON UPDATE ALONG WTWOOD _ _ - - -�•h •h° -� : _ _ - - -.ti _ - : - ..- - - •'r'•` Ir `
ROAD. •Ivnc•Ir�e r-- •I�.me
•/ / j� n"f� � � _ � �9 -{� - - ; ...,. �-..:.�.�_� -�� _ �."�. ws p �-.r'�1 �!� •+xi� x a asran• 1 ` I
-,�^ ` •z�- !-ir.-.-_--..Ir-.---=.=---..-..---------•--•`--------'£�- - -. - - - - .` 9• I .b•,rrrr !wrrc • \ asry: 1•w\, •�' .�trlame /
o
a, h ^ • %In
iT F*Arm 1w
a na F' • i 0 1 as nr a \ `9�
! O are II I C _"-"_'� I b^ • ,IarG y� Tarr• ,ly"t src• • E.LP•
�.II.
BAILEY AND A550CIATE5
! Np Irrur iIi l 3) III I0. /� Y 2 .05� • �` r z�rrr r •e.wvx: zr .c • w �
F'A5T FOOD // / r•ue fl } i I I x ! Ialarae o baw • �� R^ •/�
'�'
/ / / / • too RJtiIV ' I j I I 1�"- 'f rV 40'
PP 2,•P�I.: a wr,ra+alA •rod WELL hf011SlF
\ /! rR�l"P�LL F1C71 P / / i 'I i I r1 • M1 ` /
x `� • ` ` `. ° rP 7or4443 �A � ,Ilrlre NO`JV OR FORM' Y
•:are
1�c°�?r. j I III ry.� TOWN OF WRIGHT5VILLE BEACH r
/ / 'er► /� \{ I x i III I! II I I / r\. I .� WELL 5n
7,1
♦ ` ` / / / / I � I 1 f i, III II III \ s / � � \\ 1 • .. r�an+e I r %
\ _ .. I �► _ I i III i �\ r j`
ahry• ■�•bI1�,,y�
♦ ♦ ♦ / / / M1^ A° ti`r I I i I I • 9.78 ACRES a\ r �, � ryy+"\ •IarR �a y rL•
jF / / � // 1 � I I I I l 11 • `�._ �� _. �. 1 / � `arrc � ry"I r / ti �,
♦ �� / / 1 I i x i y �� y a`��. / N3
\'
\ /// ,T / / 19•-11[. .�l,. PM1 , ` r .
PROFO5ED PROPERTY LINE FOR I _ \ 8 // •
♦ / �- / / EAST WILMINGTON AREA OFFICE I I ' I
•/ I x I . �'-- '7•�. �,- NOW OR FORMERLY /
•" f/ / / / SEE MAP PREPARED BY MOORS. + j 1 I �� \ �"R� / CARODNIkPOWER AND LIGHT
�/ / GARDNER AND A550C1AT1 J, SIC. 1 I I I �' r.� - �. � '� ` = '� �� / 1 `
,F .7 / /� DATED JUNE. 1969 s • ` ' rz 1 I f I I J
%
/ ` ! / •
• � / / / 'Y "' --.-' �'�;...r-,T r,.. I K � I I e'r+.e• \ / � / .=� �\ �\` • � �\ \ parr.• a.r..'f. �/ � � ,fir � t
THE PANTRY 'l Q , / f / K i I I i :rrer• ! I. �. \\� \ r / /�
CONVENIENCE 5TORE � \) � / / > % evrnz • 51 CrwN I € � I I I auy • aa-rv� / / � � \. \\�� �\ ` fi \ \ / / / '/
/ V / 12'NK a1C R111' r I IC�II�• 1 ` �`\_\ \ \ 'Y / / !
/ '♦ / wwarr • LINKrENCt TO THE SURVEYORS KNOWLEDGE. THE x Iana• a • � � \\ / /
CAROLINA POWER AND LIGIiT TRACE I I I~a•, • • �// / �`� lacer •
CURB INLET r // // • pane � •''a^"* � y >r-rz. � � \ � /
TOP 28.06 // / • Iry I / '2 •' "" C:ON515T5 OF 8 PARL9 (THIS I j I ame Irrrf • \�" �� \ I,b
INV, 24.64 ! / /tr / srx• / I� 1 *I • ., \`�` � \ r. • 0. ,4
/ rcr1AV • 1a YrrrG, c C•CAKe r� r c-Ir• "il�""/e
La � iNFORMATEON SUBJECT TO A CURT I %� I / �
2n rrr • u si r \
T / • Ire . �, RENT TITLE OPINION). (I `�
r wu LIGHT' plc rxr r r l e rep r ne • 3.99 ACRES L�HT ssjf +��
,� _ I / ~ _ •
-•i A acavc• 4 • \ � � � �
R1C 906 >< K R � x i K K K K x I w• • 1 r nAti
! / / / / '} z •.e • 4 toe *. i
1 $ CR ELECTRI • h _ �. g ;._... _•, ��!rve.et T PA G- I f IC ^ eim"K `t \ .� \\�St/ CURB SNt> f •PMAp10W awIA • �`-•'•� - . ••_ PF f {I } •
I/ / r :r a `� �x --'w �� N_ I[ ?g `FcsQvsa[ac�++c �rrnr•
TOP 28.3 % / \ % / s re • Sze--�-`VwfZ A S' +F` i- -r+$ 02f sf�V. 2 b • ^Y ` ` ► >l Ic'+a r ^• \ r
1 1 n� O y- .Pax roe
hfr! r 1
/ 11 Iz• I ,.x�i�. - v - _.gf.-.a• .I'" q Ad .F" _ i �Ilt-`'6-----_.�.,�-rrww_1� 11 � ! �' I►Ir. IvrF • PP 1 /Ienre•
•rO'MAr.0 �. I,•nl/, l4' ��.i+M'. y • r I
I \ �.� M1 / h * - -. ` , , - - ---�---� /� tr • .� -r 'rt+'# a•,w•ne - • it?
rile • • 20 rwc3r1
INV. I6.2S / .� LIGHT 1, '3 re.' •--M�rrh ',. .....3� ,lP�-r1e•7Rf-' 6`7iY-�.--/- Iy
/ •sarx •,Mrs POLE ►` • F��. k' y M1 ar.Ic a •euncs 4; I �►J _ D<DPiNt�r /J
/ 'qm1e AGC 94 - 24.2 f M19Q C r . • / r �n rov �y ar•Ka / \ h' ^• / / TOP 26.73 I�
♦ ! % % / • .r re r e wX .... r 24• C4lP _ _ r - it r e+rr J y/ / ~ \ / ! Ic:r r • 9l \ .ry `` ,4i'1 `� INV. 2 I.70(s 54M
° -- a- = _ _ 3 •- ,- -.. T.ywlr.. ;-- -yip ,s �r " NOW OR FORME ^ �. /
!Pew*-� 1A•r•d • \ :AROLINA POWER AND L1GfiT • IrdV, 23.7_a(! 5'3C}
fi- ..- ..r.�r�a,+Pre r�►•Irrlr �rLlr•.-�. � - ,..- - 1�• f( �, ti /
1�~ Fre , f 2tr eI1Ie • �P MAO•jLN 1
•--A5rr•LN.T CRNE- - ,Irene•;errw •' Ixnle • Irma • Q wA• IvrAe• - �1 lane• TOWER _ ry\ • Q Z. 28.33f;3N4Vl
1 12•••,e•1. I-LeGTRIG \ lecwc., h •
\ / B`r \ cro c / q�M1 �^- 41GrTT �- I \ a wI••xalA ! ' I '` .xe •+ a n+[ I r rrr • r r:re I a r Ir • r aAe r I a nIr +r•IC • 1 r wrw'u:i 2•P ME � vFFSUIILYN a 4 ANEL RACK
� / / • / / . ^ �ti
FRANK HAWJIN5 KENAN / In \ v 1 I 1 \, v l' ` ,rn+e• co.A• /f ' 'b
LIGHT / AGC 65 / POLi \ N ` ` I rI A er+e za ri • 1• ,'t, \ v UAl • R
(/y/// / / a • • �' -� d, --I IJ6HT 4 !! !Prrt "'\ • 4. t�
/ / r jf . Iu,ML•. \ rah \. � \ , l \ d olr Mlt t 1-i �I�•RK. , WCr ` IK. • / / J /
/ evR •cline• \ 41 i
CURB INLET/JUNCTION 60X- I I / / / e .f w,ulr �-$5 `*" f \ •hl *®y II till L • as K • !awe • wroc• zarwe r \ r ,IeCDNC L )AMP RACK
TOP 28.f7 / / �, � '� • � � 1{ �•+�i �IPne ,�*� PAI)
INV. 16. f 7 / � / / / / / • I na I .BI�OP I WVuLte, /' Fo ae • •Ianle ,h j n �ij WRIiaHTSVILLI: SOUND VILLAGE
5 SIDEWALK / . TOP 24,6 ;`\� ` .0 rr°r• / • 4 " Y ry / ,�'�•
,rrrya r: nc ► / r t
t TOWNHOME COMMUNITY
•+lane •IPrlr !awe• ,7 rHr' DOMING g
/ , ` /� /�v/ • ! 1 / � I , •' •-' . / i wig.';� I ENV. 2 �,\�� \\�\�\ ., riF[ I � T.D'/rIC a ry I � / A��..\. pE� // � ~ ..
` ! lw•okq lance• PCJIl / CONE 1 •p' �/ G..38` .r�.71TOT�
a oA,.. a a•eA IR UAK • i / ICAROLINA
I L NOW OR FORMERLY
care \ \\ \ \ / PADS
INV_ 25.G 1 7 4
CURB INLET / // / • �' ►sane, \ \\ \\ \• r Ilr •`y • I nr/ f �� i
TOP 27.9s , / t / � � � .: �" � I \\\� \\ \� 6 IPert, P1AVe. 'PIS ., I r CAROLINA10W1=RAN '4%GHT
I pM1 i rr�e• .F' n•oy•• �+� / \ Ir•Aar • /
/ / I / ! Cr 4 L BUILDING \ \ n •Irma • lamle., R I \ Prot*
INV. I %.65 /R '��, � \ ` � � ^-GRAVf`1. PARK1 c•auc•
\ / ��' / / 4 • TWO STORY BRICK FOUNDATION 1 vG ��\ \ \ i j L
, rrwe• rnr•
/ I `' 6 IJGHi.crave• Irrr Iocuu•. I \
/ I s`e• L0. .I S / NOW OR FORM
Y ryes► 1r , // / _/ / �...���
/ / ! 2a• f I/dry' / j R r LI s. w 6`
T•/ // � Ir9W rrlr I i/1[r 1 LYki1a M1 /1G� 7 rMe0 zr !• I r ry1. /, r
/ / wrr c UG + \ �. ner • cre : j.".4 crwl • % //
rck Irre, •!roc f •
AGE ea C3\� \ \
! / � // / , lae;lc•x• / ? POLO {} � ,al+!c I ca,~, • !aver n' CAROLINA POWER D LIGHT � .• {-, ,.` . ,`eI r / / � �� /
I • ttr� I I a ; /
/ % \ L �� y �rwe �r►IIt• rrtrrr �j awt• ;Y.� 'Q ��t..�,+ wn� a
• • N + l r +f / /
/ Ir •IruG+A 4d
rl ,aw/ a•F• \ r ci1le WILMINiaT �ilcr / ' •Irla' alPx��r /coy.• r %
• \ / � . � +!FGA/ •• \ i ,mane, y� ,.� •zone / ! � !vna. J O^ !' ,w� /
l/ • // / �.r"411 / I 'IroAar SEEIMAPPWEP ,' • swaaaA� ` SI rIPrIC 10-hl:-0 11„ y V ! rose %
/ / a, .plow• \ ` - NERAND A550C , INC. �/ . `41' �!} t la-^rA pu,. •..•�•� o: F: �M1 y/ / // / �/
1x6UA• •'�rr!e l 1e l /./`� tare �'..;.".../1 •�
1 / / L_ ~ 1-� ���� 1 1 LTV '�� 'SfYe• • r�Inl�c'tl. r u il�'. • // // /
/// ' Pd!'• ♦ wJ / {1 1I r /, 2'1'W:. r r:b!IC !r� it. A� • L'tr 'r y`
! ry b SIPfiACGQ. �!''� `'' \ ' / •C•lA.6rx'Ma� I1{� � �,l 1 'p i • • „i �i �' nr ,'C�N • //� � r ,.� .`/ / � I �
/ // I 1 / rG q• r� k !Yn.'• 1f TOWER r+ h Ibr'ar �•I pp ','
ALT PARKING.. \ a� • \`p ... -5i , 7• nx • I r •.(1 • I A• I'Ne II ( N .: , • r i II/ I ";` L
F 4 I • • DROP �' j Ic ',e ` + nc• s a r wL� 1' T' ; s' ;. r a •Lxl. /�// f ' A
�j l M ` cede • J �, �' • i enuT
r y ic!YC T• a •• •� j ti •. rauM•
/ } o IrticiAr lrI•Ic ! a TQP 2 e3' a�•nc• i ] 4i � tcnur � � 1 I•'� _ •'i{Q���Y
1 • Pr 12• MAp11U r ec. nK s a rlC'fix r� r • : A,,4
* '1te.INV. 2p ELL'Crls:fC l Irnc. ,yr , i.T OlY sa!ru..f PoI� 5 1 Ie'[+ed,• AGE St! 1 1 �'+. •tana /,•:x1v roaAr• rycn • • ry visarun•'` "°e t1 I OI•ti44- : �, ;:� rw. + :cir tat tre
/ / \ DQx li lei • !
1 I r IxAnclm • ra 1r
J1 / ~� • FOLC ELPCTft1C i}i 11 I Co +-
/I I IGrT EN bore / �g�' . "':i Ixro' / fP •1 �M1tr
h / I nAx l4^ ,As�+ALTaRrve- G i, LOCATE r� ACG�9 �MAiIHOLE •Ivor 14.i'll�i b�l�f �}�I 1 \tx /"\ `~ _` y --- /'%ti^ ! +"`� T�
/ I \ • 5* 3 h� r• 2 : �• - - PoIL * b° \ d f•I 1� ]h • .4%0 d` � , \ 11 r r No OR FORMERLY `r. . rrr+re•�/ i /� •'a' �+�� � i
5TOALiGNT \4 \ �/ D� •-- - AGEr-92 ak�,e•` 4 , ti - i �°' •
L isrrre. LIGHT \ df' eox M1 1 ♦
\y 1 aua CAROI A POWER AND LIGHT
POLE _ �y - ----a� _ _ - _ � L k l
b' -- ,P 4lrr2 rra rn. [ - D - N.G.D.O.� �' / N 9
•/ � of - -r- _ ll INV. 24. 16 rune• b +i` MMERL / i
DROP INLET • Iat r•' Irra • r!aal ,e nl[ p. � r[*n•tTr `Q^f - r b ^� ' `r ry L 1
T . r.T.RIW Irwtoroi1'o • �s �vv.a .WAf_ �-9: - `.� .: 'r • - �pWD1aCy4 T 1 qy` • • CAROLINA VOWERAND LIGHT,�. / $ •d
OP 2G.22 - -- - -- -.-. / •T r
�° a,"" w-'"-' -�rwltr:«es routes • '." h S MANHOLI` •...L Z�1 1+.J 3 _ - _ 1 • I couLRNOTLocATE a N0 `T23.7T----_•�.� a .+aa?� r�ix !�_. -rG�' \ f
20.92 j _ - - - - - - S� 5 S7'W 555.76 • 50702 Pre !C Iqk ' � -- ^ M 29,27 ~
END or P+Pc ��! D - 36w 172.5T -'� M1 o '� -
�_.. ,•--.........�._.... ..._ -.» ` - _ .. -- b ^AN= _ - a neE•I.r .+++ \`�� • 'e1 `�^• ✓ • INV. 20.b9
LEGEND `� .. - - - - - �� _ �+-� CURI9 INLET �� CURB INLET %y 1�F7 .
c.l,r CaTING IRON ore CURD IN / L 15' RCP 4 , ' w;c •
E.C.M. COSTKw CONCREre MONIUMBF TOP 27.66 TonC 1 r
I.r.s. 1"mrset � INV. 23.19 G� C� INV.23.07 G`� INV. 4 O� JUNCTION •D � e
FM rM= MOWN
"°mm r MILITARY CUT-OFF ROAD
ro neeR oPrlc acre
_...._.--_y wL....:�r.;�.___.Irk►.._.._.....r....�.....r...._...Its_•-----W-..,..ris�..._$-WL --
D= DOM 990 PAGC I"
- 12"0NI -...---y_----mot*..,..--....�-...-«.y.��-...-..-„M.... �...r
RAV
REVI5ED MAY 6, 2002 r
McDONALDS CORPORATION
MAP OF SURVEY FAST FOOD
i
CAROLINA POWER AND LIGHT COMPANY
unuTY STATEMENT
THE UNDERGROUND UT1UfTIE5 SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDIXCM7UVD
unUTIE5 SHOWN COMPRISE ALL SUCH UTIUTIE3 IN THE
MICHAEL UNDCIt1NDOD and A550pAT6, PA AREA, EITHER IN 5ERVIM OR ABANDONED. THE 5L RVnM
FURTHER DOES NOT WARRANT THAT THE UND6 90UND (JnUTIC3
102 CINEMA DRIVE, °JUKE C R APPROVED: MNU SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH
WILMINGTON. NC 28403 HE DOES CERTIFY THAT THEY ARE LOCAT® A5 ACCURATELY
PHONE: [phone] DRAWN BY: TBM DATE: FEB., 2002 AS POSSIBLE PROM INFORMATION AVAILAEU. THE 5URVCIIOR
FAX: 91"15-0393 Plea unT P!•rtgvrAi I v I nreTFn I Nunmr-nr:un f n•IL mp4
�........• .may... �.-. �.-..,y�.� ...... - �...y� - � ... - ��
�r
•
I/s �•' ��
AIR RELEA=AIR VACCUUM
VALVE MANHOLE 55 MANHOLE PRELIMINARY
..- -- 1ZM 25.rh
- � � � - � ` •K'L NOT FOR REAL ESTATE
__j 55 MANHOLE / SALES OR CONVEYANCE
Q / RIM 25.58 /
Q
COMMONWEALTH CONDO / TOWNHOME COMMUNITY
LffWARD VILLAGE/
Z ; OFFICES
0 / / Na�mr a�o�w►
0 U / NEW HANOVER
oOLMY
to
mm w wrEfaArllm IA1011 m r Aft sIAL11tY
M COIMUAIt s 1/10400 ♦ 7w rot OPAUM wr
e04M = II111011N or � UM pUXM MW
1110M Mll�m 11w lolls pur m prim l� NOTE: BOUNDARY SURVEY 15 PRELIMINARY; SUBJECT TO v THIS SURVEY 8 OF AN EXISTING PARCEL OR NbN11
PARCELS ITN APPOMMIZ WN OWR id10M0s OF PWOx FOR
THE RECEIPT OF A CURRENT TITLE OPINION.
OF LAND AND DOES NOT CREATE A NEW 5TREWr OR CHANGE LAW !{N 111fsM NOW d1110Ls111' 1M11= Arlf' gs�ML
/ � � Ileol�lliglpr >1� wet 27T�F1 -
PROGRE55 DRAWING; NOT TO BE U5ED FOR AN EXISTING 5iF�7. � REAL / �_
E5TATE 5ALE5 OR CONVEYANCE. / / / / / MICHAEL N. LINOERWOOD. ILLS. Lr2962
_ IL WONOM6
� LLCOi M�ffiffa Pi.O.
•
dr
BC@b
1• . 00r -W
Job No.
01103OD43
Chem By
MGD
CNeClaedBy
LOA
Dee
June 23, 20M
PavWom
011i0IAM - ReMMm per mw eurwy
E USTIM43
CONDMONS
PLAN

(l
Ao-
r
/
f�
f
r
r
r
/
fr
r
r
rr
NEW PROPOSED
LEFT —OVER
MEDIAN BREAK ,
r/
/ 13d.S9`
/
rr
aws air sir w w.� ww w w rw wwa. w ww�r awiwmrw. 72.2j% w � ... � G..........
REAR _-
! _ YARD
PROPOSED
STORMWATER t �'
! FACILITY 'A' 04 8
fx x z--�—�-- x x P� x x .-- z ---� z --�- . .,- x-»^-�-� 1
10' LANDSCAPE BUFFER 177.36' I
! o
1
' LANDSCAPE BUFFER / t ' OHP
i.# g f t , ; t t.. i ., .. ,..� 1r• " SEMENT Qv J7
* 'B' �,� f •l {!`�''��,®r... *r .''�. }r:if :�",., r• .ri .� -k F. .{ � 1 Si^'�' '�� :+Q: N + � - - 4 i / ,., /
LOT 4 x � �
112.65
EXISTING SUBSTATION WET POND
IN L Ari ON POND (TO REMAIN) EASEMENT
>K LOT 610
1 END OF ALLENS
/
\ / t ` / LANE IMPROVEMENTS
DRAINAGE DIT04 40` DRAINAGE DITCH
EASEMENT
- 9
LOT I r_'.. EASEMENT _ x 10' STORM SEWER EASEMENT (TYP) 1
� •tt" / a / R t ,�M#aii"'.i,l .. i�'� �F�'� . ai �i lYr If'r-i:id•ea�" !F1' � .. tM. --_sr s I
PROPO*D ENTRANCE I 4 DRAINAGE DITCH EXISTING FENCE t I
EASEMENT �(TO REMAIN) x t
4M WP w . ..boom. mm ow ..rrlmlwww r � am* .. �■lomm , w ..
10' STORM S£1ilER
!*
EXISTING 185'
BELLSOUTH
TELECOMMUNICATIONS
TOWER & COMPOUND
(TO REMAIN)
�..... a ... ... owl* mom �.� •r. �� MIND 1 r �rrw.wri.w ... �
EASEMENT .. _-I .. ..... . .
PROPOSED ENTRANCE
/
LOT 2 LOT 3 ;
4p 4? !
/
! t LOT 5 / J
/ 10' CP&L ELECTRIC DUCT I /
BANK EASEMENT, !
36' ROAD /
f / / 10' STORM SEWER WIDTH
EASEMENT (TYP) /
� t /
Off/'
PROPOSED ENTRANCE I /
QXVE
JO FRONT
• � YARD
30� FRONT
/ YARD`
1 ...— s0a7s �s55.76�� .� . ...... ,.... "m � am N05'M 3? � 123,77► 7 `30 W t 72.57' `
a 65.07/
MILITARY CUT-OFF ROAD .w
--___
N
* LOTS 1 THROUGH 5 SHOWN AS PROPOSED NEW I =
SUBDIVISION PARCELS. DISTANCES AND BEARINGS FOR # J
PROPOSED PARCELS TO HE PROVIDED UPON COMPLETION
OF SUBDIVISION PLAT, W 3
ALL PARKING AND DRIVES SHALL HAVE CURB AND GUTTER = O
o
ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION
TAKEN FROM A LAND SURVEY PREPARED BY:
MICHAEL UNDERWOOD & ASSOCIATES, PA ENTITLED:
CAROLINA LIGHT AND POWER, 02/27/2002
EXISTING MULTI -FAMILY
DEVELOPMENT ENTRANCE
TO 9E IMPROVED
GRAPHIC SCALE
0 u ao 100
( of Farr
/ 1 inch • 50 tL
fn
9
60
PRELIMINARY
NOT FOR CONSTRUCTION
O
N
I
M
1.0
U N
� = az
c) Xo
(L Q
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rww� C
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L ca E
O� �
SEAL
27450
i.
,lob No. 01103OD48
Drew By MOD
Sal
�+ JUno 90► 2=
p4malcm:
06119J2002 - Rrrld" w Mm"
mrrttrp
OBV00M - RrMIIIk M pW NCQEfIp
N"Tu
SITE PLAN
- _ + 's-1
cz
cz

I L_
LEGENQ / I 36" CONCRETE / 100 PROPOSED CONTOUR �� RISER POND BOTTOM
/ 24 LF OF 24" RCP POND EASEMENTEL-17.50
O 0.301E PERMANENT POOL /
EXISTING CONTOUR / PROPERTY LINE EL-23.50 /
w w +wRoppwwrww w +rr i� w w � w w� w"w _�wr-ifr� �w..,wr�" rr w ,�„r�^� wr r.... ._.. w +t.,..,nrwp-m,o +w
CATCH INLET / I -. - RIP RAP DISSIPATER
�• (SEE DETAIL SHEET) 7.5 HP 27.5 HP
// EXISTING
EL-21 20RCP POND EASEMENT ? 2 2s
RCP PIPE �`INV
/ -
FLOW ARROW
2 2019
,
F .._. SZ 27.5 HP
s,
FLARED END SECTION / I n _ �. _ . _ ..
JUNCTION BOX/30 .s FES#4 EOP23 25OF 0RE Y WEIR /
INV IN>w25,15
INV-2 I' `` . L-
RIP -RAP APPRON / / INV OUT-25.15 V RIP RAP DISSIPATER 27.5 H
(SEE DETAIL SHEET) ;� sPROPOSM
r
ORMWATER
52 LF EMERGENCY SPILLWAY
/ 12" PVC , ' i FAaurr 'A'
/ 23` ' HALF-ROVNp EL-26.10 f eorfar err.. 17.50 /
/ (SEE DETAIL SHEET) wu ELEY. w ?7.'i0 27,5 HP 27.5 P
I
ERAS 114 t _
/ CID O 0.64 ; 40 LF VEGETATIVE FILTER 24" RCP
( RIP RAP DISSIPATER /
20 : ' (SEE DETAIL SHEET)
/ 1 2 s. FES#1 f
PROPOSED V INV OUT-25,40 rr i 1 , 153 LF 36" RCP INV OUT-23.00 /
/ FES#6 RIP RAP DISSIPATER I
STORMWATER ; ; 51 f J8�1� ; 0 0.30z
FACI LI TY 'B ` , r. /
� .,
�� BOTTOM ELEV. _,11 INV IN-2346 24,0 I ' FEs f _t our-23.46 A
i �� SHWT EL.=2.0 s. LOT 4 _ .
4 LF 24" RCP �i
j ems. O 0.30R LOT V ry
FES#2
* " �-..II�V,aN-23.46 MAX BUILT -UPON AREA: �48,913 SF
EXISTING SUBSTATION WILL NOT 56 LF OF 24 RCP r/
CONTRIBUTE RUNOFF TO INV IN-23.00
/ STORMWATER TREATMENT INV OUT-22.83
1 FES0S FACILITIES
IN OUT-24" FES#7 t ♦ /
` END OF ALLENS
/r ` _, � `. 32 LF 15" BOX�129 Is{' LANE IMPROVEMENTS
JUNCTION BOX,�29A � .. - I 1 � ,; ` .
i�24.20 F 3 , j• . RCP O 0.309E
f�24,20 INV IN-24,05 0
INV OUT (TO FES5)-24,05 �l ,� ", i /O \ l
LF 30" INV OUT (TO" JB29)=24,05 rr ry,
0,64X
LO • I
10' STORMWATER
MAX BUILT-UPOIy f ; EASEMENT I { 1-
/ RCA AREA: 10,890 $F� REMOVED AND STORM SEWER
TEMPORARY FES (2) TO BE -
CI#26
RIM=27.73' \ O O pRAIN AREA 'B' ORAIN AREA 'A'
INV INa24,14 �'�O , 1 r CONTINUED TO STORMWATER
_ INV our=24.14 C
j \\ \- A I 1, w w i •,� r�� w r, -� ..,,mug .._no. ��:.: w---w dommommmumm.
\`' J
CONSTRUCTION PHASE INV OUT-24.91
C N I _ ...
- f a
r�
s f . 10' STORMWATER
XISTING 24 SIP 1 RIM 28,�8
{� EASEMENT, CI#27 " i =
r
24 i , ---- - 'I INV T-2
RIM=28.50 � INV IN .16 ;r
/ INV OUT724 68 OU 4.16
/ 40' DRAINAGE'
/ DITCH E AS€MEN T Cy2
RIM=28,20 I f •
1NV IN=24.59 t `'
INV OUT-24.59LLO
G�"
�.
LOT 2 LOT �ti� L0, I LOT 5
/ DRAIN AREA 'B' DRAIN AR 35 LF 15" RCP
MAX BIyILT-UPON AREA: 63,059 SF ( )
�) ao MAX BUILT -UPON AREA: 48,065 SIF / O 0.309E
MAX BUILT -UPON AREA: 44,535 SF' MAX;SUILT�t�RON ARj 56,046 SF � 055,623 SF (48,065 SF + 7,558 SF OF OFF -SITE
CL O IMPERVIOUS AREA), TO BE CONSTRUCTED IN PHASE 1 /
CI#5A
RIM-28.66
CI1 ! INV IN-25.63
JIJNCTIOW BOX TO RIM-28.30 INV OUT-25.63
ACCOMODATEI UTURE INV IN-25.52 / CI05
PH$E ST WATER INV OUT-25.52 RIM-28 66
INV EW25.10 I INV OUT
--D-
GENERAL NOTES
1. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING,
PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS,
2, NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
RIGHT-OF-WAY REQUIRE A RIGHT -OF --WAY ENCROACHMENT AGREEMENT WITH
THE STATE AND LOCAL TRANSPORTATION DEPARTMENTS BEFORE
INSTALLATION.
3. CONTRACTOR IS RESPONSIBLE FOR ENSURING PROPOSED GRADES AND
OTHER IMPROVEMENTS ARE CONSTRUCTED IN ACCORDANCE WITH ADA
CRITERIA SHOWN WHERE SLOPES CANNOT EXCEED 2X IN ANY DIRECTION
AND ANY OTHER LIMITATIONS.
4. ALL PARKING AND DRIVES SHALL HAVE CURB AND GUTTER
5, NO WETLANDS ARE LOCATED ON SITE,
6. SOIL TYPES: Le, Mu.
0
CI#7
RIM-27.51
INV IN=25.00
INV OUT-25.00
EXISTING MULTI -FAMILY
DEVELOPMENT ENTRANCE
To BE IMPROVED
36 LF 15" RCP
O 0.30%
Cl/7A
RIM-27.57
INV IN-25.11
INV OUT=25,11
ALLENS LANE
MAX BUILT -UPON AREA: 17,296 SF
NOV 2 0 2002
DWQ
PROD # d7C?C1%3
MAP NOTE;
ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION
TAKEN FROM A LAND SURVEY PREPARED BY:
MICHAEL UNDERWOOD & ASSOCIATES, PA ENTITLED:
CAROLINA LIGHT AND POWER, 02/27/2002
PRELIMINARY
NOT FOR CONSTRUCTION
GRAPHIC SCALE
50 0 25 s0 100
( IN FEET )
i inch - 50 f t.
0
N
�
N
Q Z
o
�0
CU
Too
Z I
BOO
CD
j Z
0o
i
CC3
U
J. M\Gr-
/�11'7w L
Scale I' - 50' - 0'
Job No. 011038043
Drawn By M13D
Checked By BJM
Date June 28, 2002
Revisions:
08/13/2002 - Revisions per NCDENR
meednplconvnwft
09/04/2002 - Revisions per NCDENR
comments
11/19/2002 - Revisions per NCDENR
oommenls
GRADING &
DRAINAGE
PLAN
C3
.t ,` .. ,, i !!: i , N- •+ , •{ lti r'14•i , } I s 1` I

TEMPORARY POOL EL- 26.10'
PERMANENT POOL EL= 23.50'
3:1 SLOPE VEGETATION (TYP) B N FOREBAY WEIR
(SEE NOTES FOR SPECIES) ELEV. - 23.25'
BOTTOM w '` ,p BOTTOM -
SHELF VEGETATION (TYP) 17.50' 17.50'
(SEE NOTES FOR SPECIES)
NOTE&
POND SIDE SLOPE - 3:1 (H:V)
SHELF VEGETATION SIDE SLOPE - GA (H:V)
INSTALL EXCELSIOR MAT ON ALL 3:1 SLOPES AND
GREATER AND HYDRO -SEED. VEGETATION SHALL
CONSIST OF A COMBINATION OF NATURAL GRASSES
THAT ARE TOLERANT OF TEMPORARY SATURATION AND
POOR SANDY SOILS, SPECIES TO INCLUDE, BUT
ARE NOT LIMITED TO
m WIREGRASS
e SCIRPUS SPP. - BULRUSH
e ELEOCHARIS SPP. - SPIKE RUSH
SOR ELODEA CANADENSIS-WATERWEED OR
HELF VEGETATION: NUPHAR LUTEUM-SPATTERDOCK
POTAMIOGETON PECTINATUS-POND WEED.
WET DETENTION FOND "Al.
CROSS SECTION
NOT TO SCALE
TOP EL 25.60
3 - 4' DRAW DOWN
ORIFICES
INV EL-25.00
3 - 4' DRAW DOWN 24" RCP
ORIFICES
INV EL-24.42 2
1.5" DRAW DOWN '
ORIFICE END
EL-23.00 �� . `. •
Si DO NOT SEED/CONTRACTOR TO COVER BOTTOM WITH
SAND. (4" AVERAGE DEPTH)
S2 INSTALL EXCELSIOR MAT ON ALL 3:1 SLOPES AND
GREATER AND HYDRO --SEED. VEGETATION SHALL
CONSIST OF A COMBINATION OF NATURAL GRASSES
THAT ARE TOLERANT OF TEMPORARY SATURATION AND
POOR SANDY SOILS, SPECIES TO INCLUDE, BUT ARE
NOT LIMITED TO
* WIREGRASS
* SCIRPUS SPP. - BULRUSH
* ELEOCHARIS SPP. - SPIKE RUSH
R1 RIP RAP APPRON
F1 FLOW SPREADER
BANK ELEV. = 27.00
--I I I-=1 11-1 I I-1 I I -III -I
I_1-f I I-1 11=1 11=1 I I-1 I I�
-1 I M 11=1 I I=1 I M 11=1II _
I I I, , ,I I I, ; II 111 I I-1 11EE1 11=
50-YR WATER SURFACE
EL-26.27
36" CONCRETE RISER WITH TRASH RACK.
-SEE DETAIL OF PERMANENT RISER ON
THIS SHEET,
10-YR WATER SURFACE
EL-26.03
2 _____._-52 LF EMERGENCY SPILLWAY
(EL-26.10)
24" RCP
INV. 23.0
ANTI -SEE
COLLARS
ANTI -FLOATATION DEVICE (CONCRETE
FILLED 36" RCP RISER EXTENSION TO
DEPTH OF 2'
(EL-21.50')
TRASH RACK
INV EL-23.50
INV EL-23.50
CONCRETE SISER
CROSS SECTION
NOT TO SCALE
30" RCP
INV = 24.0
RIP RAP DISSIPATOR
(CLASS B)
4.5' X 12'
1.5' THICK (MIN)
9'
30" RC
PERMANENT POOL
EL - 23.50
177.37'
0or 23
22
21
20
19
18
RECEIVING DITCH-,,.,
40' LONG
VEGETATIVE
FI L TER
w
w
w
w
w
w
w
w
W
w
w
W
W
W
W
w
W
w
w
w
w
w
w
W
12" HALF -ROUND PVC
PIPE FLOW MECHANISM
-- #6 SPREADER
INV ELEV=25.40
PLAN
.020ETATED FILTE
23
22
21 20 �� r
19
18
1
i
160,14'
WEET DETENTION FOND D IMEN5ION5
NOT TO SCALE
ELEV. = 24.40 BOTTOM ELEV. - 24.0
INFILT�TION 5ASIN '5'
NOT TO SCALE
VEGETATION
(SEE NOTE FES 6
FOR SPECIES)
INV ELEV=25.40
Arm
30" RCP
12' WIDE
VEGETATIVE
FILTER
12" HALF -ROUND PVC
PIPE (MIN. 12 LF)
LIP ELEV=25.40
EXISTING DITCH
BOTTOM ELEV=23.00
SECTION A --A
TAIL FOIR f='0N[7o> ' 5
NOT TO SCALE
c�
0
= 1II-1II=III:-
.�-1 I M 11-1 11-1 I 1=1
-III-I I I-1 11=1 11=1 11=1 ! I
1 I 11=1 I M1 I M 11=1 I I�� 111=-
- =1II-IIMiIEdI1�EI�I11 dI1=1!!
1I-
TYPIC
FLARE
SECTION
ISOMETRIC VIEW
do - PIPE Du
Lo - APRON LENGTH
L1 - APRON WIDTH AT FES
L2 - APRON WIDTH AT END OF RIP RAP APRON
d = APRON DEPTH
PLAN VIEW
La
ISLOPE 0 X l FLOW
XKR
VEGETATION SHALL CONSIST OF A
COMBINATION OF NATURAL GRASSES
THAT ARE TOLERANT OF TEMPORARY
SATURATION AND POOR SANDY SOILS,
SPECIES TO INCLUDE, BUT ARE NOT
LIMITED TO
* WIREGRASS
* SCIRPUS SPP. - BULRUSH
* ELEOCHARIS SPP. - SPIKE RUSH
NOTES: SECTION A -A
SEE APPROPRIATE SCHEDULE FOR DIMERS04S
1. Lo is the length of the riprap apron.
2. d = 1.5 times the maximurn stone diameter but
not less than 6'
3. A filter blanket or filter fabric should be
installed between the riprap and soil foundation.
END OF 40` LONG
VEGETATED FILTER
ELEV=25.00
RIPRAP
Filter blanket RECEIVED
NOV 2 0 2002
DWQ
PROD # auJoZvCO37
FES
L1
L2
La
d
TYPE STONE
#1
#3
4.5'
4.5'
10.5'
10.5`
9'
9'
18"
8"
CLASS B
CLASS B
#4
4.5'
12. 0'
9'
18"
CLASS B
#5
4.5'
10.5'
9'
18"
CLASS B
#6
4.5'
12.0'
9'
18"
CLASS B
#8
4.5'
10.5'
9'
18"
CLASS B
/5T
CTURE OUTLET- D 155 I FAT
NOT TO SCALE
r
O
N
I
Pj
u7
U
N
�Q
Q Z
O
(n
3'. J
YO
L
Co
■�
Q_ U
_
o
o�
CO
WO
3Z
■
S
o
i
Co
U
� fJ. 71;97-
Scale 1' = 50' - 0'
Job No. 011038M
Drawn By MGD
Checked By BJM
Date June 28, 2002
Revisions:
08/13/2002 - Revisions per NCDENR
meetingloommenls
09/04/2002 - Revisions per NCDENR
comments
11/19/2002 - revisions per NCDENR
COMM"
SITE DETAILS
C4
R:a--�---r----- -- ;Tyro,. -.r.-.,---- - - ,-- - :..,-;. .:f:-L•.��;-.'F i..'Z _Tot .. -- 1

`L1
PROGRESS POINT
STORMVVATER MASTER PLAN
A PROGRESS ENERGY - CROSL N JOINT VENTURE
VICINITY MAP
0
0
PROJECT SITE
o
a
U [vim
Z
Q�
�00
D�
Oq4
IS GAS GS
SIr
WRIGHTSNALLE AVE US HWY 76
AIR<<
f Ro
q0
NORTH
*MAP NOT TO SCALE
CIVIL ENGINEER
KIMLEY-HORN AND ASSOCIATES
ATTN: MR. BRIAN MICHOT, P.E.
LANDSCAPE ARCHITECT
KIMLEY-HORN AND ASSOCIATES
ATTN: MR. TIM GRADY, RLA
ARCHITECT
LITTLE & ASSOCIATES
ATTN: MR. ROGER MANLEY, AIA
SEAL
SEAL
•
•
450 '
qH
J. IA�G
DATE; 2? D
DATE:
CI L ENGINEER
LANDSCAPE ARCHITECT
WILMINGTON, NORTH CAROLINA
ENR SUBMITTAL
,
PREPARED FOR:
Iu Energy crosidi#fig -
CROSLAND COMMERCIAL.
123 SCALEYBARK ROAD
CHARLOTTE, NC 28209
(704) $23-0272
PREPARED BY:
Kimley-Horn and Associates, Inc.
3001 WESTON PARKWAY
CARP, NC 27513
P.O. BOX 35068
RALEIOH, N.C.
[phone]
FAX [phone]
Ii I n
SHEET INDEX
DESCRIPTION SHEET No.
SITE SURVEY/EXISTING CONDITIONS
Cl
MA S TER SITE PLAN
C2
GRADING AND DRAINAGE PLAN
C3
SITE DETAILS
C4
REVISIONS
m
07/29/03
Revised per NCDENR comments
MOD
®
07/23/03
Pond B revised per City comments
BJM
©
05/29/03
Revisions per NCDENR comments
MOD
01 /22/03
Revisions per NCDOT comments
MOD
®
11/19/02
Revisions per NCDENR comments
MGD
n2
09/04/02
Revisions per NCDENR comments
MOD
08/13/02
Revisions per NCDENR meeting/comments
MGD
N0.
DATE
DESCRIPTION
BY
JUNE Zs, 2002
r APPRMiFn >4rx-RECEIVED
NORTH CAROLINA ENVIRC ,'.'EN T AL
MANAGEMENT COw; 'i531C?''1
L DIVISION OF WATER QUALITY
oI -AUG -2cx)3
JUL 3 0 2003
DWQ
PROD #
7-�� - T - - - ,T

15
NOTE: BOUNDARY 5URVEY M FREUMINARY; SUBJECT TO r /�
• LansTING EA'3EMEN� jI THE RECEIPT OF A CURRENT TITLE OPINION.
PROGRE55 DRAWING; NOT TO BE U5ED FOR REAL
surveyars corlrrrrentst aN easewwft shown. except thus• revealed by a E5TATE 5ALE5 OR CONVEYANCE. /
Ca mit Code oprmm ; please forvwrd rt curre trtw c rrcm Wtw owllable ` �%�,,� / • /
• EXISTING PROPERTY BOUNDAR"
surveyors commentst shown on Inept subject to results of current We '
oprmm . please for wn'd current t#le oIiiw on when awilable (SEE � , /
9URV&ORS NOTE ON MAP.)
/ / f / • a // NOW ORID fORMYiLIY
• DETERMINE THE INVERTS FOR THE EXISTING STORM WATER SewER / / -LIONS GATE TONNhOME3- ry
SYSTEMS SHOWN ALONG MILITARY CUT-OFF ROAD; NEED TO // / / TC WNHOME OwmuNtTY ^tr 4i
DETERMINE THE EXISTING OFF­SITZ STORM WATER SYSTEMS FLOW / / / _
DIRECTIONS f / • /
_ - LOCATION MAP
surveyors comments: COULGE COULD WIT T #NVERTS / / , OVA / • dry - . ... 90"240" 7CC.83' - _ ..._._....� _ ........ .- ..,. - - e,L,r• - ` NO SGAX
• DETERMINe EXISTING WATER LINE LOCATIONS AND 5M ALONG CURB INL9 - ,••• �,,,i - - ` - ` •��+-- +- >n �yi • • na - �rw • � r; rpm •farm �1
WTWOOD ROAD AND ALLENS LANE TOP 2G.99 / / /is SIP ENO- AAT•ZG ° •e
INV. 14.38 / / rr Ir rr ra •Ice
surveyors oomrno tat SIZE TO BE ADDED NOR ALLEN.S LANE ON UPDATE. / // HAD-23 � W-22 rsw.ze ,1 HAD-27 tp �*' . •"� Irwle • , Irrwt / /
• EXISTING FIRE HYDRANTS - 44 � , /// / ./ INV. 21.G4 ;�t� •��` � �0 �
surveyors aonrnmrtst TO DE ADDED ON UPDATE ALONG EA5TWOOD - x' / R _ _•c'4 I+ye
ROAD, �/ // , 7� _�� ��� -• �re ��" ` -.. •1�^li----_'.• ~�O � •� rrPW ,w
/ tzl' - _, - '•�.. 4R' ♦'L- -_. vim' �rrT i vs�•rlfe ,r?w_ r t!/i!� • la!1!. ,rrr7e f ,/ /
rag I- -Irrw
/ / ..Eros �'! ...�..^.'33---.--.-.-....' 1 ! ��'�', ,S 1 •e�rte rt ree �
�,as' ar / I pig ♦per Site •1k A
ry� • . r+w ° J<�x--...-�•k k+-�---k.P * r �k 1P ri R --^^ f ! Irwe 1Ir-e•.. rIr y^ evnwt, swot • CIA
/ 0 Evros I I ! I • rem= / •^ • 2 .Oa A z• .t +ar+R • arnar ' �•
/ kjjI I II r f I I Iiw
• I rintre \ rry!r .. .�' / •`1.
h3A LI�l AND ASSQCtAT[`5
FA5T FOOD // /� r+tt III ' I ae I o[ • ♦yr- ` rnrf ^ y , /
100` RIW f 1 1 I I I , rp► / OWELL HOUSE I j
III x I •"- % M•rre . f:rr.Itotr. •Z1 `'�% ti
/
• I . I f 21.21 r _ !- -• rK
\ . y/LL trtc�Le / ! I I f I ,• zip r=--. -\\ 7014443
/ / ! !III l 1 III #, ! / `� // - �'��• 7 s r .:Erse NOW OR FORMEPLY
sir TOWN OF WRIGHTSVILLE BEACH
i/ / /' • Ole i I j I I'I I� III Is j l •�„t' • •ti��'• / - WELL 51TE /
\ / / 'yk. 1 I �1 III i I \; , / �� I • ' /
\ / / % r s9 ' • 111• I • \ I �3,,` + �• rlstrr r t• ti
\ / ,/ / �/ .�e.4tn . •�° / •� I I T ! I 9.78 ACM>< •III •�y 1 -�� •� •`01 ry , / '�•,��
30
` /w�I.�' I ! I f I I I I 1 I �� _ _t x �lt� z AA •' \� . °'t b
is `�
/ / jet. / / Ij ',• ,. a.,s 1 u ! I I V Il 1 I �._� _- .. \ a � le
Of E
PROPOSED PROFERiY LINEFOR, t I j I !Ill 7r739 A" �� t �� �� \ ,,aP 7r+•� 7• HCW OR FO"PLY
+; •Ii a /•/ % EAST WI NGTON AREA 1 I •p �� m ` /
• / r i;. / / / / , SEE MAP PREPARED BY hA00Rlr. I � I I I I � CAROLTN�POWER ANX? LIGIiT
GARDNER AND AS50CWTG5. PC. I ! I) I I �
/ I V •_ / /% DATYD JLNVe, 1969 I `_`\ �`\� \` •'� \ _ 1 • t.a , r.r s /J(
/ •. / r
�r�'
// , / n .x nn • NO"U'45'S1 191.2I�"a'•'� v n •• • ! • _' x I I I ;nrw. / / ��\ \ rnrc,
/
THE PANTRY
rts zP. 1L rcara 3O�j' s' CrW" ! I I TD THE SURVEYOR`I 1GIM0MILEDGE. TI E >< I ! I rb*Ir •
CQNVEN ENCE 51QI2) / rnr�• rcw� .. + \ \\ \\ {
�• / rtte, a•n raw _ \ \� • 1�j r LXK PeNC✓: / + r ��(, •" \ \��� �y \\\ 0
CAROLINA POWER A11'D LIGHT TRACT � ! I • r r r
CURB INIFf / / 1 // ;rpm / , "M N i . I net CONSISTS OF 8 PAPMS (THIS
TOP 2e.Or-5 ^_ • ! INFORMATION 9tm= TO A GUICr f 1 FI• CwR ,r n r \\ \ \ 1 i / / 't�
rrrrey ,pre- •r�rrec.eauc :br•ea Ic'rx" • �•`\ ` � �1 .•ry'4
ronn+'
/ / P I \ RENT TITLE OPU'NO<'Q. rnLr `
INV, 24.64 ♦ / `' '� f ItF MrK.
/ / / / • I ,Ir nr tK I I I I x, MA ri'b}M i•.. ,. / / ` \ \.r \ \\ \\rl I F !�•
/ -vow 1 / 3.99 ACRES err 4` UGm
nXE_ ! I 1 � I ! A ter .a I 1 ! p
I I k x k �!yr,� e PIP"X M X--�---- k +^r'- k-----•- Y - -iv I y.1•I Era,• . r m / r +Ir �a /
' / / / / •Z� �rar �rt}R /LT r G- ► i' �' -;- �FIO-Z3s>� ELEcrRlc-_- may,_ _ _ - ` - _ - ♦ fyy1 1 /1t Lw-.- , �rcr�borr .+- �1�zt . ,; ' \ \ \� . /`�' / ��
CURB INIFf // / / / / c w,onu ..vac.' ` f. \ 1 �r. f `L ♦ � ;N , 24.9sf° f 1t• • ~- ~ l 1 1 `' rre+s 1y c •rcre TP ram. i GRJ1YlL PARKtHu- ` \ • y /(rs /I
L?Y 28.3 7 / ` • . Poe. _ r - " 11 1 ' I F \\ • - r'--ra zi•e= '�"Ta� _ �` , �r t. ,,r , r r..it}• '� rz•f R ire 1 i a �w .. ¢a,•e/- `r•r +SRO* INLt•1IPaV. 16,25 / / �^ LIGtfTT��_�rIti� Yjl'
�rt+ne 11 .r / sewn �/ � �' \SIP / ror 2G.73P01C • _ 23.90�^ ie- �"� •-T�6 + R /INV. 21.70{ f S'r�l! _ top" . •1/ \ •
va AG[-94 „� bA A - - `+.'�. 24•C7NP =�'`,r�t•e��Ir.er NOW OR FORMMh<RLY �' o Ifv, 2a;ae r3'Nw1
._ - .. a .y.. _ �.. - - �L- / ANKS CA�'}LiNA PCINER AND LIGHT yy / {
�' $off - 'S^r �at�ai c .+rt � �s xe ru w ( � � • / / INV 23 23{139CI
1 • ¢ - 4 '-. It'raic f '•. � z Erse '!6'rur^-•'E.: �, *lllr�tu' •
\ gl r w l�r. ` , _ rqr+ • nur•aI Erse •lrrwe. `-M.PwC[x
/ / \ / / r . 2p A -.r•we .Pt riwre :rrwe r Evros' ` %4� ,Erse TOATR rLECTIUC \
'C •
/ ASPHALT ORr t I}ry....r--ram s tr toe 1 • t \ •.rrwe r r ne r r p ne • 1 r c mw,,1`rr ore - eob
• D ANLL RACK r o4c g
DUILDIHG ` • 1
U0w IoCI \ nw .t. � s Tt+c ■ Iran btwrs \� r ii4 ,(` rneK 'P'R•'�. / /, r / �'�
/ / �'` *q �T-•� ti.. �,�•_� �1 nI uGrir `� i + �'•t \ 2•S FlI! f I \. •O•!K • ` CWK• I
FRANK HAW,IIN5 KfMiaN //'s 11 �. �► tfGF4T �.+ _.�� AM / rclrr \ i4,� `I . ( WOW . Erse. mrnef�►r �^ ;GylCTR1C � • ` r>e. ry � � // f�
r / k 1
/ // / • / rnRiue \# rf]I,f: \ 1* it w-r"'.1 �i ♦• 3• 5�;� it;. ,Erne rrrc�[f � ,r:+eGCNVC r'�D Itl[TrR.RAGK •,rb ♦,L�' jt r / / r
11 �1 I J f -, !% / w / (�+ WRIGHT5VILLE 5OUND VILLAGE
. / / / / , r 7 > Cl•f! • \ r q. - I 11 `I r s nr '7 C L /•
CURB INLET/JUNCTION PAX / / • i�' '' ,,,�Se AGC9� •2 • r �CP 1 � i •� =role r .rrhe •� \ TOVidt r ,�,p � ,
TOP 28. 17 / , ! / / .X \ I j TOWNt10ME COMMUNITY
I"
TOP 26.8 ,` �
I / `wrlrn`/ eetile» •q^ GONG / / \ , �/ �
/ /• ` / //' / 4 A / j 5SIDCWALJC INV. 2
' / / r •t 1 / • ••.. .r: .:_ i �`. , \ -ratac rrawex /�%' • 16UIIDIN! f •�'!�/ 2.JP\w \rr CQIC ` 7
,rees rAo
ra
NOw�ji FORMERLY w / �
\ \+Ire►r I / I % CAROLINA IjC�WE>Z pJiq�'IGHT //• / f
/ �` '� // f� � t:•ree ` � �\� \ � ^•di' rare• + � _
vrrwr / I ='+tee.. r Imo+ '� • fNV. 25.6I �t�\ \ �. ���*,roe • rrrlte, Arne p� /� anx, °^"t q r ` rr•`"`we. •�fo�}r}� ` •�°� / ~ _ �r
CURB INLET / / // M�r / / •� wane. i ! 3 + } �-- it �\\ :rpm It �Irne •qn Irnrs rw+ea --- �1 4
\ \ / ( l�
CP # L f�U1LX?!NG �\ \ •-Gr.AveL PAJW l / / ` rca• • r I �/
INV. 17.65 / / ./ QV / / /40 • rI '' `` %'j / TWO 5TORY BRICK FOUNDATION\� \ I
F,lee•ur ,
L L r \ � NOW OR FORM Y
e�f�r j1 t �r•♦e' CAROLINA POWER LIGHT •r. l/ •
/// rrur!• r l 11 "r•'"• " Ltr / r r411 \� Irne� / j.4�.
c /"• r..e C�y1+ ,.,ee, #} AGeD7` \' �• Iernrs .Ire r°"w• : rpm • / �/
/ / / / .y",\ �\ 1 .., rrrsu larsre • srrc• !3 v •9/�'ti�. bwnr . '�t�% • / r_
/ 1"1 ,�c I i ,x, I ,s..e. •�� ; t \y �i ,r»e ram. flrt+:[ ypr[• M...:4- . / / / / / �/ I 1 �%
tr ifa % wy / sr.ie
/ / f i6•r.r. \ ! cumWILMI ` •Evros • ■trnr Ivtvr. z r aR r;
/ / / ` / "t.:w"li,•rsw r,e I I \ 1 T MIMAI PREPA _ �,llea�vr y mo"x rec • • s ;w.. crR r �✓ / / // / /
mm"s a ` ore 1 1 Err HVAr Y \ '•L` �' , :, �y
`"`.raw / :n , I` ,� j r•eve,oir. Y�.;d..� ♦.� % // // • / ���
/ ...
AND A550C . INC. , , ` , ,:r.e • I•nre • +ere+ 1°%"°`L%.v'tot_ r^� : • - .�.1�./ %
JUNE. I .,yret % 1I`il i iy} i • . l .•.••.: •�' .!: f� ! • //L• /' l // L
ar•I �!, 6 r ear• r'v ,r a rr w(` f``r : • • ! rwfa ' p ^� ,►
{
/ ,�, / c• ron� xx / j �y (f \ , r r rare r ! 1 rC1VWCR • �� •Y • . r r+ e a *r h. t.�.. i �// I ,
j 1 rrnm,rtic W rat. sr.nw
DROP _
_ �' \ F� � rI :n•rae• �Iy1 ! l� � ,#ei�' �� rrne A'• / { / ,
/'� / I/J • / I • / PM&TPARNNG•- \ \ 'e' j I 1-' '1Y° irthe. .e•+rw ..r>:, ortorn ..!ti !-' : / •"'a`: �,/%� r / ri
I. I / • \ • 1 I!1'K• I.I MI r{ ••t•!'Ni! ! ra�IC lr 1 •.rPl,�ly ' r. r•�.• l /
`1" 1•lG! w q�.ii1L; +� 'j� �1 Irl Cl ie F n•MR•
LIG 1� TOP Z 1]ELt{'1xIC'iIl �� 111 ~ Nr" r;y.t,•, riaurTsrwh` �': t tanertiT
.r aiw-, irnwen Erne. 4: ` r
rI• •� I r ►wea�� b ftaL•.r c•R' .p
•M,. I Ear $our I 1 �. �.
naM ,. r,s.,tw, aeS !!9! 1 `` 1 �w • ` Ib ww , 4 l �1
/ I On• II r',a � `�I�11 1` �} r l ..\ iI444.F.1 � R. .a.c IT Ells i`•�/ � / I
rr�Flt ,outer r , I ` r ~, • LOCAY[ /IGC 09 / IMAW= ♦taco � �++I+ ��`) i!!!�1 1` \ �..14�'1 •ti ' ��rrt� _ � � /}� ' �~ r• ' �
/ ��� ljj�llFFII
-AsNl A T MINE— { I•rJX)7f r7rr' II I, Iy r� ` ` � me � I _ ` � ` �� r Droop ► • �
1 P1tf_ I GHT • 1 •1 r.. • ` r+
r1 SIGr ,p. b I 1$' y �� .01
N OK matt• / I ! // 'L°
I I \ tib y.� • \ `-.�� j i` "ARQ POWER AND LIGHT
r oae . A !
5TOF LIGHT � 9�` c �rr,s w GM# � L
PC '1 E •'I z \ : .�'_ ! n..� 5� - =-; - - xt4t�l ti - _ . a -, _ - - � T _ 1 • M.0 Ob. J NV. 24. 16 zone av �'k/ N �I�`Pil21VIERl �
b -- f+n!ry• 7 e. •, a.e•:r . -. irrre - f "[woA"•K �j+�fin7 t` �••(T! �• -- - _ Pr _ -. t • •
'P INI T I % .T.RIIM r•rx.efl.c; Ywrc• / z'b"�- ... Cy' _ - \.tom ---_ al 7' E i� 'er 5e,MANtiOLE
r sc=ncy -q3 -rqp CAROUNA (R AND LIGHT L z� •4 'i ^ + .J
`OP INL r -_ - - - arc . - ... -- - ,�..r.,•....r - �'tr .•. '. - tA, - r+rc _ l,f.�l•�,. �y r' r
••••• C011L0 r10T LOCA1e23. 4 I � 1M 29.27 `
ti INV, 2Q,Q2 �� j- ,- _. - - - , _ y SO"3• S37"w 595114" t'I�D tx ire SR • �+� 907'2 f.''4V 17Z.57' iy Ear ra�e+e' �� !_.I r 3 .-� r' "_\ \'[�_ .'� .rw •!' / �• INV. 20.69
iX0ur INIO L_ -cG - - - �t� / CUKS INLET �� - 151 RCP CURL 1 INLET
e.l.r. o1►fsTlNeAnonrlre 1f-- TeP 27.GG JLMJG7IQN k -�''i�
e.G.M. a mmma cow:RM MONLUW
I.P.S. Ito" P"eer C INV. 23AB �•� 'tom INV.23.07 Ccr� INV. ♦ � •
am Uwr� T�� MILITARY CUT-OFF ROAD I'm ramz MAIN �� ''�
PC rent Orm Lase e
- - r
...----wrr.�-.,r.-,.r...r-_.---�..-_..�.-zi=zar_..-Zw.-� srr�.�.r��� �wr�._...rr..r�r�..rrwwwr♦Mra.rr...�I.wrrMrrrrrAr+iww�...r_.�.a�rrwr
r -armor„ram.
quRwy
oars 841 %b
I)IM wm Ow IMAM Ica --- _
30 RCP
-r.rw�r --... =-fir.-.w w+r _�• I
' E I
._y-----may._-- --- - .....,_-- 2 WL lh AIR RELeASE/.AIR VACCUUM
VALVEMANh1OLf 55 MANMOLEPRELIMINARY
NOT FOR REAL ESTATE
r S5 MANHOM SALES OR CONVEYANCE
REVISED MAY 6. 2002 MGUONALD5 CORPORATION I J
PJM 28.58 /
MAh' OF SURVEY FAST FOOD LU // LffWARD VILLAGE
F Z W COMMONa LT
WECONDO TOWNNOme COMMUNITY
OFFICES �
CAROLINA POWER AND LIGHT COMPANY > ` � Pam avow
d O Fz / NEW f ANONER aoulfff
L h11111m d IfL amr lair 10 RN w
O / / , v1 wait uIM sM ".aol� ME :Ie' alowi an
U � r 1Llt IIMR a 10 Pl/r 1I110 0l>' itIIIlRI�h w IIaILIYLwr•
UTILITY STATEMENT / V or 11111 11Ia ■ I/NuM f Tw 1K /11uf IK
THE UNDERGROUND uTILmeS SHOWN HAVE BEEN LOCATED / 1511011111111111110 IM 00 lu Wh llll�
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. / VV THIS S WVEY 5 OF AN EXISTING FARICI3. OR PARICM.5 N IICIO01111111IIIfIIR M oftAIAIrIIRi W PgMi1R MR
THE SURVEYOR MAKES NO GUARWrM5 THAT THE UNDERG t"D NOTE: BOUNDARY 5URVEY 15 PRELIMINARY; 5UBJECT TO / v OF LAND AND PM NOT CREATE A New SIREEEI'ORCHANGE Iwo �iil N fftlhitlll aMmNlt' NIhNhUa w
UTILIM SHOWN COMPRISE ALL SUCH LITILITIM IN THE THE RECEIPT OF A CURRENT TITLE OPINION. / AN EXISTING 5rRW . lhhll L W MWL
AREA, EITHER IN SERVICE OR ABANDONED. THE SL RVrTDK PROGRESS DRAWING; NOT TO BE USED FOR REAL
MICHAEL LINDERWCIOD rtnd A550CUATEB, PA FURTHER DOES NOT WARRANT THAT THE UNDEIritDiJND UTIt1TIES a
102 CINEMA DRIVE. 5UITE C Su APPROVED: MNU SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH E5TATE 5ALE5 OR CONVEYANCE. / 1 / MICHAEL N. LWERWOOD, R.L.S. L-29G2
WILMINGTON. NC 26403 HE DOES CMTlPY THAT THEY ARE LOCATED AS ACCURATELY
EM& R p�
PHONE: 910-815-OCSO DRAWN EK: TZ*A DATE: FEB.. 2002 AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR / N � UL1f� � Lrh>R!
FAX: 910-61 "393 HAS NOT rHMCALLY LOCATED UNDERGROUND UTILITIES.'T
�
It
1• _ W ' W
Job No. 0111039m
Drawn 9r MOD
Chm*Wft LOA
Daft • A" 29, 20M
111111111011111110
ONMI OQft • Pa Maer per nsw Moll
mirnNO
ON=
'LAN

Ico
r
NEW PROPOSED
LEFT —OVER
MEDIAN BREAK /
i
i
V- • r�
i
I r
J
4O
�M
1 /
LANDS
I
/ / ; rec /
LOT 1
df
• IVIrti `
/ i O I a a�or.l:Yi
'4f �Ivkvte
K PROPOSED
/ STORMWATER
FACIUTY 'B'
s�Ar
/
/
PROPOSED ENTRANCE
DRIVE LOCATION
I
I
x X X
I"
� I
I x
I
1
I`
I "
Ix
M
I
30' DRAINAGE DITCH
EASEMENT
.Ir
•19 ,
x X
• I Sv r.c
w r
1YYQ
. I r r►e
wS05'32'03� W 766.93'
_25' REAR _
— — — YARD
{
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• C I!IIr `
•IC ru ,S�'-M' �� �� �Irr
{ ' R rlrc • 1 M Alr
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n,r
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z �, /4r
0���
�_•� SED
STORMWATER
CILITY 'A'MM
I yet;
x x % X X % XrrNa
re. It tie 'NV•�t/[�
I1 l'
I177.36'
f
I
231 .62'
YIK �
LANDSCAPE //i
BUFFER / /
LOT 4 �� � RE i
EXISTING SUBSTATIONSEWER
(TO REMAIN) STORM EASEMENT
re>rcr
x x x
R \ 7g9 ey. /
LOT 6 � /
` END OF ALLENS
LANE IMPROVEMENTS
40` DRAINAGE DIT „• : AS "r'c + K•
3c T 10' STORM SEWER EASEMENT (TYP)
EASEMENT /
I rr 4i•.,Ix + icr>Ne' '.I'r ,,"',�`
4 Pr Y. ,Ir•I W
EXISTING
EXSTING FENCE ra BELLSOUTH
(TO REMAIN) x za "K TELECOMMUN
ICATIONS
TOWER dCOMPOUND
X/-x x /
lAx` , Ir -Area (TO REMAIN)
�A w �rrwrn w ,Irnl �� w w �nn•wnw w w I I • :,• rrY
. Y
a Y,Y.!IQ+Ix .. r I �• rf+E , r ixr .
Iq `WL
r re►. , „ s ..-. ,y,r.y v
Irr�c. 1 r "+..^ f•�e �
"�� 1'I+r- 4]rr rwc Irr�[+
40' DRAINAGE DITCH +1`•' ,Ir^'; ,Ins �aglr 'v".q•
- a• u�G�ta
EASEMENT I '""" Iriw Y rt, r
♦IrrN; 37!'1rIC •' N.:1l7rY "I: r�rrYr .11;Z1 w w w w
1' YhYx.ia v4' AeAfi•Ou4
'= • I. rrc ♦ .rxalx IHrM ,; .�• PROPOSED ENTRANCE
r.ac
1 f YM.1(L14
sr:1a `` DRIVE
. '
I M Fc .. r 0 307 66' 1: r,l+c . z r.(.
pVrJ[/
�C
�•
.(V
r la YhTij
34.78' /
o s • cr~px,
•
LOT 2 LOT 3
y
rirntilnrx
X
s nxl
STORM SEWER
EASEMENT (TYP)
,vNan<+
1,•�
1 r i41Y +
I !M.
,S•.w1Y . !t+ •rC
hY TIE
U i{an . ^• rJY •V
r + r
lGVe
30'FRONT ----�
:•��.------- __--- YARD
Irn.•c i3'ruc. .rz,-, :s'r.1- Itr rfe.
.-.• rpK hq . -
IY•M rsfT%'•IVF l 1zr'rri •IM 'I e'ONE Itrnf •. :n'YK♦ )V r�Y.
�i� -i �• w w' 5'25 w37 W � t�� 555.76 rw r rr—� w ww wr w� t-rn ...r r.nllnrrnnnnnn� w w
S0
GENERAL NOTE:
• LOTS 1 THROUGH 5 SHOWN AS PROPOSED NEW
SUBDIVISION PARCELS. DISTANCES AND BEARINGS FOR
PROPOSED PARCELS TO BE PROVIDED UPON COMPLETION
OF SUBDIVISION PLAT.
_MAP NOTE:
ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION
TAKEN FROM A LAND SURVEY PREPARED BY:
MICHAEL UNDERWOOD & ASSOCIATES, PA ENTITLED:
CAROLINA LIGHT AND POWER, 02/27/2002
I I lMtK w av rve ^ '- FJi • /
14.TWC �t'I:,4:
--may 10' CP&L ELECTRIC DUCT
BANK EASEMENT
I r^r-LIR
L.L.VLIYLJ,
EXISTING TREES TO BE REMOVED FOR STORMWATER IMPROVEMENTS•
e EXISTING TREES TO REMAIN
ED EXISTING TREES PROPOSED FOR SPADING RELOCATION
• PLANT MATERIAL SHOWN FOR REMOVAL IS FOR EXHIBIT PURPOSES ONLY
AND IS NOT INTENDED TO GIVE PERMISSION TO REMOVE ANY VEGETATION.
A DEMOUTON PLAN PLAN MUST BE SUBMITTED TO THE CITY OF WILMINGTON
FOR APPROVAL ON A SITE BY SITE BASIS.
/
I 10' STORM SEWER LOT 5-
EASEMENT (TYP)
/.IIf f01F
lyM4. ! 4
I /
1
yY .
Lo� FRO T
YARD J
� �1V �'11 ~r#1 .�?.y �'';r (1M 5 2A'fMC a h 1.44'•.,%64
147.90'
w
1 1
GRAPHIC SCALE
e0 a 25 50 100
( D1 FEET )
I Inch - 50 fL
EXISTING MULTI -FAMILY
EVELOPMEN T ENTRANCE
T I IMPROVED
1
1
r--
Lo
C3
N
QZ
O
�
Y0
Cc
0
'
W
vo
Oct
z
E�
Ca
to V
sews
U
z
w
0
h4v
1'-60'-0'
Job No.
011038M
Drawn By
MOD
>odcad By
BJM
Dde
Jura 28, 2002
78J1 AMW - PoWsiom per NCDENFI
rr04tl lwconxnarft
VXWA002 - RvAllm per NCDENR
cKmelimpts
11/19r2002 - Ravhiww per NCDENR
corrrnanta
1112ZAM - Sib plan dwVn per
4CDOT commsrlh
7123009 - Pond B. nrvbW per
,lty Corm orft
17120=W - RaVislena per NCDENR
Kx.wl anla
MASTER
PLAN
2
_s - - _- --._ il: -; _ 11. •1 ;_-.R_ 1 "I r� 4. 1r{5f,•r- _. _ t. s`, 1 t iT��,��� I �•-1^_Y t,T - �

LEGEND
_100- PROPOSED CONTOUR
/ r• /
100 ------ - EXISTING CONTOUR
/ Q /
CATCH INLET / � Y``/ //
RCP PIPE O0 v
4Q� f 'Tj�
FLOW ARROW
�IA
36* CONCRETE
RISER
24 LF OF 4" RCP
PROPERTY LINE o0.30x
RIP RAP DISSIPATER
EXISTING 18* RCP PROPOSED NEW 180 RCP._ --- ---- 7_­ (SEE DETAIL SHEET)
INV EL-21 20 -CONTINUE % SLOPE OF EX.
180 RCP FROM EASTWOOD
ROAD TO INV EL-22.80
4-
FLARED END SECTION .. .....
'y FES #10 FES#4
O / /INV-23.43
RIP -RAP APPRON
CI#29
INV IN-24.70
c INV OUT=24.70
ss
4f(j
or
x LOT
V MAX BUILT -UPON
FES#6
INV OUT=24.20 52 LF EMERGENCY SPILLWAY_`
-
RIP RAP DISSIPATER EL26.10 iI
(SEE DETAIL SHEET) REMOVE EXISTING
12" PVC 24" RCP AND REGRADE -00�'
HALF -ROUND FOR POSITIVE DRAINAGE
(SEE DETAIL SHEET)
30 LF VEGETATIVE FILTER
(SEE DETAIL SHEET)
BYPASS FLOW
CONTROL
STRUCTURE
LOT 4
*EXISTING SUBSTATION WILL NOT
CONTRIBUTE RUNOFF TO
STORMWATER TREATMENT
FACILITIES
RIP RAP DISSIPATER
FESJ7
INV OUT-19.95
24 LF OF 24* RCP 0 0.20%
JB#6
RIM-20.00
INV OUT-20.00
INV IN (FROM FESf6A)-21.92
An LF OF iA" aro a n gnif
INV OUT-24.87
212 LF OF 24" RCP FES#6A
0 0.33X INV IN-22.00
/ r f INV IN-24.90
X1J. 25 LF 30" RCP INV OUT-24.20
0 0.30%
/ / / - C1025
INV IN-24-08!
fNV OUT-24.Q8 I. FES#55B
INV OUT=24.90
CI#26 10' STORM WATER,----'
EASEMENT
INV OUT=24.40`
ll�V`,IN-24.40 ORAM ANrA V ORM AREA OR FES #11
1 29
INV-23.90
LF -24! -RCP
rw
0 0.69X -10
C1024 (DOUBLE)
-7-7 ------
INV IN�x24.17­
INV OUT-24.17
/ '`d hM~ �� FES05 04 f'PROPOSED NEW 24" RCP
INV OUT-24.00
40' DRAINAGE EXISTING 24v RCP
_..DITCH EASEMENT" V'.
"PROPOSED 0
STgRMWATER
urzo (DOUBLE).­
roM ELEV. 24.0
FACILITY 'B' RIM-27.76 , ld CP&L CI#2
CI#27 INV OUT-25.26 "K EASEkj SIT, RIM=28.20
INV OUT-24 ANV IN-24.59
INV IN=24.74 N INV OUT-24
ZkMWT�ELEV. 22.0 .59
LOT 2
LOT
L 3
FES#9 MAX BUILT -UPON AREA: 64.164 SF
INV OUT-24.00
(DRAIN AREA 'B')
-(iIRAIN AR'l' 'A"
,
MAX BUILT -UPON AREA; 44.535 Sr
MAX, BUILT ON ARE560046 SF
36 LF 24* HIDPE
0 2,67X
C1025.
X
ot a
u
INV lhl�24.96
INV OUT-24.96
POND BOTTOM
EL- 17.50
PERMANENT POOL
EL-23.50
27
2.2 3 23 22
21 2 20 2D
PROPOSED TOP OF FOREBAY
STORMWATER WEIR
FACILITY 'A' EL=23.25
XTTOMI ELEV. - 17.
RIM ELEV. = 27.
RIP RAP DISSIPATER
FES#1
INV OUT-23.00
153 LF 36" RCP
.6 o.:sox
jXV
JB#1
IN'=2146 j
iNV OUT-23.46
FES#2
INV IN=23.48
RAP DISSIPATER
ff
MAX BUILT -UPON AREA" 48,913 SF\
Z�
-Ci#7
STA 14+25-76_
d
RIM-27.33
0
t4y,414(FROM CI#7A)-24-88
INV OUT=24.88
RIP RAP IN
"olsslP ATER
S#
r.
:FE .3
41PUT ��4.76 4.
T
7
cv TEMPORARY FES (2) TO BE V
REMOVED AND STORM SEWER
C NUED TO STORMWATER
FACILITY 'A' IN LOT 6
CONSTRUCTION PHASE.
r
40 LF 18' RCP RCP
0 0.3ox
VRIM 28.50
INV IN-24J6-
INV OUT-24.16
CI#7A
STA 14+19.51
RIM-27,38
24 LF 15"
RCP 0 0.3OX INV IN (FROM Cl#5A)-24.95
INV OUT-24.95
172 LF I W� RCP A
076.30%
LOT 5 ALLENS LANE
MAX BUILT -UPON AREA: 17,296 SF
MAX BUILT -UPON AREA; 48,065 SF
*55.623 SF (48,065,SF + 7,558 SF OF OFF -SITE
IMPERVIOUS AREA. tO BE CONSTRUCTED IN PHASE,l. C105A
STA 12+47.38
RIM-28.66
INV IN-25.46
f INV OUT-25.46
",5JUNCTION r X TO RIM=28.30
23 LF 15" RCP
-25-52
0#22 10' STORMWATER A660MOOATE`,$�FUTURE INV IN
INV IN=25.26 '"SEMENT (TYP.) F44A$E STOR INV OUT-25.52 0 0.3ox
_4WATER
t �i.g- CI#5
O INV OUT INV EL• 5. 111D
-25.26 q
STA 12+47.38
-
236 LF 15* RCP 0 0.33X RIM 28.66
INV OUT-25.53
v
6#21
44 LF 15"
RIM1-28.55 Wy 0 0.3076'
INV OUT-26.05
PAVA W !DRAM! *M W
- ---------------- k
MAP - NOTE:
ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION
TAKEN FROM A LAND SURVEY PREPARED BY.
MICHAEL UNDERWOOD & ASSOCIATES, PA ENTITLED:
CAROLINA LIGHT AND POWER, 02/27/2002
GRAPHIC SCALE
5 1 0 0 25 50 100
L
IN FEET
I inch - 50 ft
Lo
r_
cs C14
>_ <
< z
O
C6
�:71
(D
Yo
-6--&
c%%
w of
< <
0-0
Z M
OP
cf)
cr_
(D
V) 0
LLI Z
0 W
o
cc
Po
0
z
oft
0
0)
E
0�
scl" 1, - W - 01
Job No. 011038043
]awn By MOD
chocked Sim
)ft Jurw 28, 2002
UMskxu:
Wl W2= - Pavl*m per NCDENR
omMig/carenwft
004MM - PAWdom per NCDENR
col.1101
� 1/19)2002 - PAMIslam per NCDENR
oonvnerft
I1f22f2= - Sibs pion dmvVn per
CDOT cmynwft
W29A44M - Revisions per NCDENR
712SOW - Pond B mvhW per
:Ity Comnwft
7=r200S - RwAMom per NCDENR
offwrwft
GRADING &
DRAINAGE
PLAN
1o,

3:1 SLOPE VEGETATION (TYP)
(SEE NOTES FOR SPECIES)
SHELF VEGETATION (TYP)
(SEE NOTES FOR SPECIES)
50-YR WATER SURFACE
EL-26.27
36" CONCRETE RISER WITH TRASH RACK.
-SEE DETAIL OF PERMANENT RISER ON
THIS SHEET.
10-YR WATER SURFACE
EL+-26.03
27.50 52 LF EMERGENCY SPILLWAY
(EL-26.10)
24" RCP
t;, INV, 23,0
3 ANTI --SEE
COLLARS
ANTI -FLOATATION DEVICE (CONCRETE
FILLED 36" RCP RISER EXTENSION TO
NOTES., DEPTH OF 2'
POND SIDE SLOPE - 3:1 (H:V) (EL-21.50')
SHELF VEGETATION SIDE SLOPE - B:I (H:V)
BOTTOM-
17.50'
INSTALL EXCELSIOR MAT ON ALL 3:1 SLOPES AND
GREATER AND HYDRO -SEED. VEGETATION SHALL
CONSIST OF A COMBINATION OF NATURAL GRASSES
THAT ARE TOLERANT OF TEMPORARY SATURATION AND
POOR SANDY SOILS. SPECIES TO INCLUDE, BUT
ARE NOT LIMITED TO
• WIREGRASS
• SCIRPUS SPP. - BULRUSH
• ELEOCHARIS SPP. - SPIKE RUSH
SHELF VEGETATION: NUPHAR LUTEUM-SPATTERDOCK
OR ELODEA CANADENSIS-WATERWEED OR
POTAMOGETON PECTINATUS-POND WEED.
TOP EL 25.60
3 - 4" DRAW DOWN
ORIFICES
INV EL-25.00
3 - 4" DRAW DOWN
ORIFICES 22'
INV EL-24.42 f
BOTTOM-
17.50'
WET DETENTION POND 'A
CROSS SECTION
NOT TO SCALE
1.5" DRAW DOWN
ORIFICE END ��� ' • . :.; s .
EL-23.00
1' r4
TRASH RACK
INV EL-23.50
INV EL-23.50
CONC T
CROSS SECTION
NOT TO SCALE
S1 DO NOT SEED/CONTRACTOR TO COVER BOTTOM WITH
SAND. (4" AVERAGE DEPTH)
S2 INSTALL EXCELSIOR MAT ON ALL 3:1 SLOPES AND
GREATER AND HYDRO -SEED, VEGETATION SHALL
CONSIST OF A COMBINATION OF NATURAL GRASSES
THAT ARE TOLERANT OF TEMPORARY SATURATION AND
POOR SANDY SOILS. SPECIES TO INCLUDE, BUT ARE
NOT LIMITED TO
* WIREGRASS
• SCIRPUS SPP. - BULRUSH
• ELEOCHARIS SPP. - SPIKE RUSH
R1 RIP RAP APPRON
F1 FLOW SPREADER
N
L
PERMANENT POOL
EL - 23.50
177.37'
23
23
RIP RAP DISSIPATOR
(CLASS B) 4.5' X 12'
1.5' THICK (MIN)
g' i nAlr_
BYPASS FLO
CONTROL STRUCTUF
RECEIVING DITCH
30' LONG (MIN,)
VEGETATIVE
FILTER
VEGETATION
(SEE NOTE
FOR SPECIES)
A
724 1
FLOW CONTROL STRUCTURE
INV ELEV=26.37
12" HALF -ROUND PVC
PIPE (MIN. 12 LF)
12' WIDE W
VEGETATIVE
FILTER
EXISTING DITCH
12" HALF -ROUND PVC RIP RAP BOTTOM ELEV=24.20
PIPE FLOW MECHANISM
SPREADER (MIN, 12 LF)
:MERGENCY SPILLWAY SECTION A - A
INV ELEV=26.37 PLAN
VEGETATED FILTER DETAIL FOR FOND I5I
NOT TO SCALE
22 22 `
21 20 21 20
19 19
[EE
18 18
J
160.14'
WET ��TENTION POND D IMr=N8IONS
NOT TO SCALE
I= SET AT
ELEV - 2437
(DRAMS W WOETATED FLIER)
�w��rfsi�all■1►
i
I.
use■
� �
i ■uSr:
r I r ►I a - 2i37
EL - 27,87
.6- • VIM L - 20-37
•{ '� • r
24.06
EL - 24,56
w w w w
w w w w
w w w w
w W W W
w w w w
w w w w
Ig
A
EL6b[ ecrn^u I4e
5%'PASSFLOW CONTROL StRUGTURE� FOR P_OND_'B'
NOT TO SCALE
ROUND A gMAa > CarER
USF 1320 (COVERTYK K
OR EOUVALENT)
TYPIG
FLARE
SECTION
A
77
L A
J�
ISOMETRIC VIEW
do - PIPE Du
La -APRON LENGTH
LI - APRON WIDTH AT FES
L2 - APRON WIDTH AT END OF RIP RAP APRON
d - APRON DEPTH
PLAN VIEW
�---'- La
SLOPE 0 x I FLOW
1LNOTES,dJ SECTION A -A
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1. Lo is the length of the riprap apron,
2. d = 1.5 times the maximum stone diameter but
not less than 6"
3. A filter blanket or filter fabric should be
installed between the riprop and soil foundation,
VEGETATION SHALL CONSIST OF A
COMBINATION OF NATURAL GRASSES
THAT ARE TOLERANT OF TEMPORARY
SATURATION AND POOR SANDY SOILS.
SPECIES TO INCLUDE, BUT ARE NOT
LIMITED TO
* 1MREGRASS
* SCIRPUS SPP. - BULRUSH
* ELEOCHARIS SPP. - SPIKE RUSH
END OF 30' LONG
VEGETATED FILTER
ELEV=26.00
RIPRAP
Filter blanket
FES
L1
L2
La
d
TYPE STONE
#1
4.5'
10.5'
9'
18"
CLASS B
#3
4.5'
10.5,
9'
18"
CLASS B
#4
4.5'
12.0'
9'
18"
CLASS B
#5
4.5'
10.5'
9'
18"
CLASS B
#6
#8
4.5'
4.5'
10.5'
10.5,
9'
9'
18"
8"
1891
CLASS B
CLASS B
#9
4.5'
10.5'
9'
11 to
CLASS B
INFILTRATION 5ASIN 151 FIFE/51'
NOT TO SCALE
CTUR Q� L
NOT TO SCALE
T-DISSIPAT
0
PO
CV
1
M
r-
Lf?
V
ON!
�
QZ
o
C
�71
d
C
str`
• �
¢¢
0- U
C>
0E-
00
F- �/
V1 0
C
Z
E
IS
i=
- -
C
0 ac
Cc
+0� U
1
Scala
Job No. 011030M
Drawn W MOD
Checked By BJM
Date June 28, 2=
Rwi•lom:
08/13= - Ravlsions per NCDENR
mawth g/cormyent
Os}104, M - Fi"Wom per NCDENR
corrr m t
11/19/2002 - Pavhk ns per NCDENR
comments
01rZ2/20011 - site plain o wVn per
NCDOT comment
070rM - Pond 9 raaised per
CRY COMMKIt
0712erAN - Pm1@ cns per NCDENR
comment
SITE DETAILS
4
J!1
� �
��[
1IS
• _ � I- .4 •. .. .. .. 1 .. .}{,,...l J•., ..
1f. it.:.` .�
.- .•�
{, 1
i'