SW8051224_APPROVED PLANS_20060127

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW ro5xA.a,`'i
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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NOTES:
1. FINANCIALLY RESPONSIBLE PARTY:
SEA SIDE INN DEVELOPMENT CORP.
P.O. BOX 2294
WILMINGTON, NC 28402
2. TOTAL AREA OF PROJECT = 1.46 ACRES
DISTURBED AREA = 1.05 ACRES
SEA SIDE INN
NORTH TOPSAIL BEACH
ONS OW COUNTY, NORTH CARO INA
JAN UARY 2006
3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN AND
ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
NCDENR—DLQ EROSION AND SEDIMENT CONTROL ORDINANCE.
4. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF
COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED AND MULCHED
WITHIN 30 DAYS OF COMPLETION.
OO'CALL NC ONE CALL
BEFORE YOU DIG
STOP
1-800-632-4949
LAVOID UTILITY DAMAGEA
PHONE# [phone]
VICINITY MAP
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Nfl<Bl&CREED
4;:*0243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
AA0002667 EB0006691
SHEET INDEX
1 G-001 COVER SHEET
2 G-002 GENERAL NOTES
3 CS-101 SITE LAYOUT
4 CG-101 DRAINAGE, GRADING, AND EROSION CONTROL PLAN
4A CG-101 A DRAINAGE AREA MAP
6 CU-501 DETAILS
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CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBING ACTIVITY.
2. HOLD A PRE -CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE, COMMENCE CLEARING AND ROUGH GRADING
OPERATIONS TO ESTABLISH TEMPORARY DIVERSION BERMS, SEDIMENT TRAPS, AND BASINS.
4. ROUGH GRADE ROADWAY AND SITE.
5. INSTALL STORM DRAINAGE SYSTEM WITH INLET PROTECTION DEVICES.
6. CONSTRUCT UNDERGROUND UTILITIES (WATER AND SANITARY SEWER).
7. PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED UNTIL
UNDERGROUND UTILITIES AND PAVEMENT SECTION IS COMPLETE AND FINAL GRADES ARE
STABILIZED WITH TEMPORARY VEGETATIVE COVER.
8. STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON AS FINAL GRADES
ARE ESTABLISHED.
9. ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED, REMOVE
TEMPORARY EROSION CONTROL MEASURES.
SEEDBED PREPARATION
I. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTRANCE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE BELLOW).
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED 1S PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY
WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND
SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL
LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
* APPLY. AGRICULTURAL LIMESTONE - 2 TONS/ACRE
FERTILIZER - 1000 LBS/ACRE (10-10-10)
SUPER PHOSPHATE - 500 LBS/ACRE (207.)
MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)
ANCHOR -- ASPHALT EMULSION AT 450 GAL
EROSION CONTROL NOTES
1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
VIOLATION OF THE NCDENR DLQ EROSION CONTROL ORDINANCE. AND IS
SUBJECT TO A FINE. LIMITS OF CONSTRUCTION = 1.05 ACRES.
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
CONTROL PLAN 15 A VIOLATION OF THE NCDENER DLQ EROSION
CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY
SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE
DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS
PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL
GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF
COMPLETION OF GRADING. STABILIZE AREAS OTHER THAN SLOPES WITHIN
30 WORKING DAYS OR 120 CALENDAR DAYS, WHICHEVER IS SHORTER.
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF THE NCDIENER DLQ ENGINEERING
DEPARTMENT.
5. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
6. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE
FIELD INSPECTOR, ENGINEER, AND OWNER.
7_ IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 30
DAYS, ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED
UNLESS WRITTEN APPROVAL IS GRANTED BY THE EROSION CONTROL
OFFICER.
8. FOLLOWING EVERY RAINFALL EVENT, CONTRACTOR SHALL INSPECT AND
REPAIR, AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES.
EROSION CONTROL MAINTENANCE PLAN
1, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING
RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED.
2. THE SEDIMENT TRAPS SHALL BE CLEANED OUT WHEN 1/2 FULL GRAVEL
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
DRAINS PROPERLY.
3• SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT
FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A
BARRIER.
4. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
5• GRAVEL CONSTRICTION ENTRANCE TO BE CLEANED WHEN SEDIMENT
ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE
ASPHALT AND STONE WILL BE PERIODICALLY TOP DRESSED WITH 2
INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH.
GRADING NOTES
1. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING
CLEARING AND GRADING OPERATIONS.
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT
VEGETATION BEYOND GRADING LIMITS.
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND
STOCKPILE.
4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED
WITH NO GREATER THAN 3:1 SLOPES.
6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF
STANDING WATER OCCUR.
7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED
GRADE.
8. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN
RELATION TO THE PROPOSED GRADES TO ENSURE DRAINAGE
IN THE DIRECTIONS INDICATED ON THE PLAN.
LEGEN D
DESCRIPTION
EXISTING
PROPOSED
TREELINE
PROPERTY LINE
EASEMENT
-
-- -
CONTOUR LINE
S
20.0
SPOT ELEVATION
EDGE OF PAVEMENT
WATER LINE
,:.-...... -.... ... ........... _.......
W
FORCE MAIN ..... ....
...
SANITARY SEWER -
SS
STORM DRAIN
SWALE DIRECTION
• • •
LIMITS OF CONSTRUCTION
LOC
SILT FENCE
SEWER CLEAN OUT
p
WATER SERVICE
--------
WATER VALVE
Da
FIRE HYDRANT ASSEMBLY
POWER POLE
I I
SANITARY SEWER MANHOLE
•
SILT FENCE INLET PROTECTION
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CHECK DAM
TEMPORARY SEEDING
GRASS TYPE
AMOUNT
1000 S.FF.
TIME OF
SEEDING
INITIAL
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
PERMANENT SEEDING
AMOUNT
TIME OF
GRASS TYPE
1000 S.FF.
SEEDING JULY
INITIAL
BERMUDA, COMMON
1-2 LBS.
APRIL THRU JULY
25 LBS. 10-10-10
PENSACOLA
1-2 LBS.
25 L85. 10-10-10
BAHIA GRASS
APRIL THRU JULY
SERICEA
1-2 LBS.
MARCH THRU APRIL
25 LBS. �0_
LESPEDEZA (SLOPES)
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SITE NOTES:
,
20' MIN. FRONT YARD
8' MIN. SIDE YARD
10' MIN. REAR YARD
30% MAX. LOT COVERAGE
CONSTRUCTION NOTES:
1. THESE DRAWINGS SHOW INFORMATION OBTAINED FROM THE AVAILABLE
RECORDS REGARDING PIPES, CONDUITS, TELEPHONE LINES, AND OTHER
STRUCTURES AND CONDITIONS WHICH EXIST ALONG THE LINES OF WORK AND
BELOW THE SURFACE OF THE GROUND. THE OWNER AND ENGINEER DISCLAIM ANY
RESPONSIBILITIES FOR THE ACCURACY OR COMPLETENESS OF SAID INFORMATION,
AND SUCH INFORMATION IS BEING SHOWN ONLY FOR THE CONVENIENCE OF THE
CONTRACTOR WHO MUST VERIFY THE INFORMATION TO HIS OWN SATISFACTION
DURING THE BIDDING AND CONSTRUCTION PHASES. IF THE CONTRACTOR RELIES ON
SAID INFORMATION, HE DOES SO AT HIS OWN RISK. THE GIVING OF THE
INFORMATION ON THE CONTRACT DRAWINGS WILL NOT RELIEVE THE CONTRACTOR
OF HIS OBLIGATIONS TO SUPPORT AND PROTECT ALL PIPES, CONDUITS, TELEPHONE
LINES, AND OTHER STRUCTURES, WHETHER ABOVE OR BELOW GRADE.
2. SHOULD ANY DAMAGE OCCUR TO EXISTING UTILITIES, IT SHALL BE REPAIRED
SOLELY AT THE CONTRACTOR'S EXPENSE.
3. THE CONTRACTOR SHALL VERIFY EXISTING INVERTS PRIOR TO CONSTRUCTION OF
UNDERGROUND UTILITIES. TEST PITTING OF EXISTING LINES PRIOR TO
CONSTRUCTION, IF NECESSARY, SHALL BE COORDINATED WITH THE OWNER.
4. THE CONTRACTOR SHALL NOTIFY ONSLOW COUNTY WATER AND SEWER
AUTHORITYAND NORTH TOPSAIL UTILITIES AT LEAST TWO (2) WEEKS PRIOR TO THE
START OF CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION WITH THEM.
5. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE
DRAWINGS, PROJECT SPECIFICATIONS, AND LOCAL BUILDING CODES.
6. ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROMOTE POSITIVE
DRAINAGE AND STABILIZED WITH TOPSOIL, SEED, AND MULCH. IF SETTLEMENT
OCCURS, TOPSOIL, SEEDING, AND MULCH SHALL BE REPEATED UNTIL SETTLEMENT
SUBSIDES. (SEE EROSION AND SEDIMENT CONTROL DETAILS AND SPECIFICATIONS.)
7. WATER MAINS WILL BE INSTALLED AT A DEPTH THAT WILL PROVIDE 36" COVER
OVER THE PIPES BELOW PROPOSED GRADE UNLESS SHOWN OTHERWISE ON THESE
PLANS OR DIRECTED OTHERWISE BY THE ENGINEER.
8. WHEREVER SEWER OR WATER MAINS CROSS ONE ANOTHER, A MINIMUM
VERTICAL CLEARANCE OF 18" SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE
WATER PIPE AND THE TOP OF THE SEWER PIPE.
9. WHEREVER SEWER OR WATER MAINS RUN PARALLEL TO EACH OTHER, A
MINIMUM HORIZONTAL SEPARATION OF 10' SHALL BE PROVIDED, OR 18" VERTICAL
SEPARATION .
IF NEITHER OF THESE CONDITIONS CAN BE MET, THEN THE SEWER SHALL BE
CLASS 50 DIP, MINIMUM OF 50 LF CENTERED OVER THE CROSSING.
10. ALL WATER VALVES, BOXES, AND FIRE HYDRANT ASSEMBLES SHALL BE SET
AND ADJUSTED TO FINISHED GRADE.
11. THE OWNER IS RESPONSIBLE FOR THE ACQUISITION OF ALL EASEMENTS, BOTH
TEMPORARY AND PERMANENT.
12. THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL SURVEY CONTROL
PRIOR TO STAKING OUT CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT
TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH WORK.
13. ANY PROPERTY LINE MOCUMENTATION DISTURBED DURING CONSTRUCTION
SHALL BE REPLACED SOLELY AT THE CONTRACTOR'S EXPENSE.
14. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY DEVIATION FROM
THESE PLANS.
PROPOSED USE
7 ONE BEDROOM UNITS PER FLOOR (5 FLOORS) = 35 TOTAL
PARKING SPACES REQUIRED
36 SPACES (35+1 FOR 2 EMPLOYEES)
PARKING SPACES PROVIDED
35+1 HANDICAPPED = 36 SPACES
PARKING SPACE SIZE
8.5x19=161.5sf
LOT COVERAGE
BUILDING = 7,906sf
ASPHALT PARKING = 11,025sf
DUMPSTER PAD = 144sf
TOTAL 19,075sf/1.46ACRES = 29.95%
NO WETLANDS EXIST ONSITE
SITE REFERENCE:
1. SURVEY INFORMATION BASED ON
MCE FIELD SURVEY PERFORMED IN JULY, 2005
2. BUILDING INFORMATION BASED ON
LISLE ARCHITECTURE PLANS DATED AUGUST 15, 2005
3. GENERAL CONTRACTOR TO VERIFY PROPOSED GRADE
MEETS THE NORTH TOPSAIL BEACH BASE FLOOD PLUS 2'
CLEARANCE TO THE BOTTOM OF THE LCWEST HORIZONTAL
STRUCTURAL MEMBER.
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243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
AA0002667 EB0006691
Sea Side Inn Development Corp.
PO Box 2294
Wilmington, NC 28402
GENERAL NOTES:
1. ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET FORTH BY
SECTIONS 1016 AND 1018 OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION'S STANDARDS AND SPECIFICATIONS FOR ROADS AND
STRUCTURES.
2. THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES USED
IN THE FINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION OF THE PIPES
PRIOR TO CONSTRUCTION. IF DAMAGE OCCURS TO THESE PIPES DURING
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR
REPLACEMENT OF THE PIPE(S).
3. EXISTING PAVING, CONCRETE, AND OTHER UNSUITABLE MATERIALS INCLUDING
UNDERCUT EXCAVATION SHALL NOT BE USED AS FILL MATERIAL AND SHALL BE
DISPOSED OF OUTSIDE THE PROJECT LIMITS AT THE CONTRACTOR'S EXPENSE. THE
CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING AND FEES FOR DISPOSAL.
4. ALL PIPE BEDDING SHALL BE CLASS "C" UNLESS OTHERWISE DIRECTED BY THE
ENGINEER.
5. ALL TREES, STUMPS, ROOT MAT, ETC. SHALL BE ENTIRELY REMOVED
REGARDLESS OF DEPTH. BURIAL OF ORGANIC MATERIAL WITHIN THE PROJECT
LIMITS IS NOT PERMITTED. OPEN BURNING OF DOWNED TREES AND STUMPS IS
NOT PERMITTED. CHIPPED MATERIALS MUST BE REMOVED PRIOR TO THE
PLACEMENT OF EMBANKMENT OR TOPSOIL.
6. THE CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN OFF -SITE SPOIL AREAS
FOR DISPOSAL OF EXCESS AND/OR UNSUITABLE MATERIALS AS NECESSARY.
OFF -SITE SPOIL AREAS MUST BE SUBMITTED TO THE ENGINEER AND APPLICABLE
REGULATORY AGENCIES PRIOR TO UTILIZATION BY THE CONTRACTOR. NO AREAS
DESIGNATED AS WETLANDS WILL BE PERMITTED FOR USE AS A DISPOSAL SITE. THE
CONTRACTOR SHALL SUBMIT DOCUMENTATION TO THE ENGINEER THAT NO
WETLANDS WILL BE IMPACTED. THE ENGINEER WILL NOT CONSIDER ANY DELAYS OR
MONETARY CLAIMS OF ANY NATURE RESULTING FROM THE CONTRACTOR'S FAILURE
OR DIFFICULTY IN FINDING NECESSARY DISPOSAL SITES TO MEET THE TIME FRAMES
AND CAPACITIES REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
PLANS, PERMITS, EROSION AND SEDIMENT CONTROL MEASURES, ETC. REQUIRED BY
THE APPROPRIATE REGULATORY AGENCIES FOR UTILIZING OFF --SITE SPOIL AREAS.
THE CONTRACTOR SHALL CERTIFY TO THE ENGINEER THAT ALL REQUIRED PERMITS
HAVE BEEN OBTAINED PRIOR TO UTILIZING THE OFF -SITE SPOIL AREAS. ALL COSTS
FOR PROCURING AND UTILIZING THE OFF -SITE SPOIL AREAS ARE TO BE
INCIDENTAL TO THE BASE BID.
7. APPROVED COVERS TO PREVENT MATERIAL FROM LEAVING THE TRUCKS MUST
BE INSTALLED OVER ALL LOADED TRUCKS HAULING BORROW, EXCAVATED MATERIAL
AND/OR FINE AGGREGATES TO OR FROM THE PROJECT SITES OVER STATE
MAINTAINED ROADS. ANY MATERIALS DELIVERED, TRANSPORTED, OR REMOVED IN
UNCOVERED TRUCKS WILL BE INCORPORATED INTO THE PROJECT OR REMOVED
FROM THE SITE WITH NO ADDITIONAL PAYMENT TO THE CONTRACTOR FOR
FURNISHING, REMOVING, OR PLACING THE MATERIALS INVOLVED.
&REFER TO ONSLOW COUNTY WATER AND SEWER AUTHORITY AND NORTH TOPSAIL
UTILITIES FOR SPECIFICATIONS AND WATER AND SEWER EXTENSION POLICIES.
9. DO NOT PLANT TREES OVER WATER MAINS, SEWER MAINS OR WITHIN
THEIR EASEMENTS.
10. DEWATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN
AMPLE MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND PROPERLY DISPOSE
OF ANY AND ALL WATER ENTERING THE EXCAVATION OR OTHER PARTS OF THE
WORK AND KEEP ALL EXCAVATIONS DRY UNTIL SUCH TIME AS PIPE LAYING AND
GRADING IS COMPLETED. NO WATER SHALL BE ALLOWED TO RISE AROUND THE
PIPE IN UNBACKFILLED TRENCHES NOR SHALL IT BE ALLOWED TO RISE OVER
MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET (MINIMUM 24 HOURS). ALL
WATER PUMPED OR DRAINED FROM THE WORK SHALL BE DISPOSED OF IN SUCH A
MANNER AS TO PREVENT SILTATION AND EROSION TO ADJACENT PROPERTY OR
OTHER CONSTRUCTION.
11. DRIVEWAYS ARE NOT TO BE LOCATED OVER WATER METERS, METERS WILL NOT
BE SET IF WATER METER BOXES, SEWER CLEAN -OUTS, VALVE BOXES OR OTHER
APPURTENANCES ARE DAMAGED OR IMPROPERLY POSITIONED
SEA SIDE I N N
ORTH TOPSAIL BEACH, ONSLOW COON
GENERAL NOTES AND LEGEND
DATE:
09/23/04
MCE PROJ. #
02781-0001
DRAWN
WJC
DESIGNED
WJC
CHECKED
RMC
PROJ, MGR.
MAG
ATUS:
ISSUED F
SCALE
HORIZONTAL:
N/A
VERTICAL:
N/A
M&C FlLf NUMBER
G- 002
DRAWING NUMBER
2
REVISION
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LINE TABLE
LINE
LENGTH
BEARING
L1
90.24
S35'38'50"E
L2
38.05
S35'41'23"E
L3
15.70
S00'38'32"E
L4
85.33
S54'19'13"W
L5
124.93
N54'21'10"E
ROADWAY CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD
DELTA
C1
15.32
25.05
15.09
35'02'53"
C2
12.42
12.95
11.95
54'57'45"
Sea Side Inn Development Corp.
PO Box 2294
Wilmington, NC 28402
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DATE:
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MCE PROJ. #
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DRAWN
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PROJ. MGR.
MAG
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HORIZONTAL:
1 "=20'
VERTICAL:
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CS-101
DRAWING NUMBER
3
STATUS: REVISION
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SEAL 1
v v NFIM4&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EBOOD6691
www.mckimcreed.com
6.50'
5.50'
4.00'
0VDACc mor
INFILTRATION SYSTEM BYPASS DETAIL (PROSE)
NOT TO SCALE
SEA SIDE I N N
VORTH TOPSAIL BEACH, ONSLOW COUN
DRAINAGE, GRADING AND
EROSION CONTROL PLAN
TEMPORARY SEEDING
GRASS TYPE
AMOUNT/
1000 S.F.
TIME OF
SEEDING
INITIAL
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
PERMANENT SEEDING
GRASS TYPE
AMOUNT
1000 S.F.
TIME OF
SEEDING JULY
INITIAL
BERMUDA, COMMON
1-2 LBS.
APRIL THRU JULY
25 LBS. 10-10-10
PENSACOLA
BAHIA GRASS
1-2 LBS.
APRIL THRU JULY
25 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APRIL
25 LBS. 10-10-10
NOTE: ALL FILL TO BE FROM AN ENGINEER
APPROVED BORROW SITE.
NOTE: NO WETLANDS EXIST ONSITE
DATE:
9 23 04
MCE PROJ- #
02781.0004
DRAWN
WJC
DESIGNED
WJC
CHECKED
RMC
PROJ, MGR.
MAG
SCALE M&C FILE NUMBER
CG-101
HORIZONTAL: DRAWING NUMBER
1 "=20'
VERTICAL: 4
NA
STATUS: REVISION
ISSUED FOR PERMITTING D
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5.08
I
5.08-
D
REVISED PER NC—DENR COMMENTS
01/12/06
C
ADDED r IRRIGATION SERVICE AND SWIMMING POOL
11/04/05
B
ONWASA REVIEW COMMENTS 10/11/05
10/14/05
A
ISSUED FOR BIDDING
09/22/05
REV NQ
DESMPI1DNS
DAIS
REVISIONS
SEAL)
SEAL
SEAL S
4?2574ID
-
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1
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243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EB0006691
www.mckimcreed. corn
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SCALE: 1" = 20'
I
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Sea Side Inn Development Corp.
PO Box 2294
Wilmington, NC 28402
LEGEND
PROPOSED
DRAINAGE
BOUNDARY
SEA SIDE INN
ORTH TOPSAIL BEACH, ONSLOW COUN
DRAINAGE AREA MAP
DATE:
9/23/04
MCE PROD. #
02781.0004
DRAWN
WJC
DESIGNED
wJC
CHECKED
RMC
PROD. MGR.
MAG
A�TL1S:
w
v
0
SCALE
HORIZONTAL:
1 "=20'
VERTICAL:
NA
NG
M&C rILE NUMBER
,G-101
DRAWING NUMBER
4A
REVISION
D
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Drop inlet
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rlrrrrrrrrrrrrrrrrrrrrrrrrrr n
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uu
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Kole] 11*611•
Wire Fabric
#57 Washed Stone
2.5
min.
Metal Post VARIES AS DIRECTED BY ENGINEER 10' MAX.
TOP STRAND MIN. #10 GUAGE STAY WIRES MIN. #12-1 /2 GUA
zLa
- I ... D _� ///,7\-
�¢
V)T Ly D
N
W I --
Z CA
5'
1' min. jNX
\/
•� ' min. \ /\/ BOTTOM STRAND MIN. #10 GUAGE
7 : 2'
STEEL OR WOOD POST -I
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL WIRE MESH WITH 1/2—INCH OPENING OVER ALL
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED BLOCK OPENING TO HOLD GRAVEL IN PLACE.
AT LEAST 2 INCH BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK AGAINST 3. USE CLEAN GRAVEL,3/4—TO 1/2—INCH IN
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT DIAMETER, PLACED 2 INCHES BELOW THE TOP
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED
ROWS BY PLACING 2x4 WOOD STUDS THROUGH STONE IS RECOMMENDED
BLOCK OPENINGS.
INLET PROTECTION
NOT TO SCALE
LO
F
5
1•
4"
TOP OF PAVT.
CONCRETE WHEEL STOP
NOT TO SCALE
REBAR (2 REO'D.)
SECTION
12" MIN. COVER
'% ...ce�
EL. 5.50 MIRAFI 14ON OR
_ - APPROVED EQUIVALENT;
- 2OVERLAP AT THE TOP 12"
00
- #57 WASHED STONE
- 12" ADS N-12 HDPE CORRUGATED
EL. 4.00 M PERFORATED PIPE, OR ENGINEER
APPROVED EQUIVALENT. INSTALL WITH
Z FILTER FABRIC.
=L. 2.00 SEASONAL c460"
AIGH WATER TABLE BOTTOM OF TRENCH SHALL
BE LINED WITH 2" OF CLEAN SAND
NOTE:
SEE PLAN FOR LOCATION AND
LENGTHS OF EXFILTRATION PIPE.
TYPICAL IIFUMMON SYSTEM DETAIL
NOT TO SCALE
OVERFLOW STRU TUBE
GRATE ELEV. = 6.50,,J
0
0 0
O O n
NOTES: FILTER FABRIC
1. WIRE SHALL BE A MINIMUM OF 32" IN o
WIDTH AND SHALL HAVE A MINIMUM OF 6 1
LINE WIRES W/12" STAY SPACING GROUND LINE N FILL SLOPE
2. FILTER FABRIC SHALL BE A MINIMUM OF 1
36" IN WIDTH AND SHALL BE FASTENED 6" iv
ADEQUATELY TO THE WIRE AS DIRECTED /
BY THE ENGINEER MIN. /\\/
3. STEEL POSS SHALL BE 5' 0" IN HEIGHT o- / / \\//\�//\�/%\�!
AND STEEL TYPE SELF FASTENER ANGLE o= ao i
4. WOOD POSTS SHALL BE A MINIMUM OF 6' o-I uj
IN HEIGHT AND 3" OR MORE IN DIAMETER or''
POST WITH
NT SHALL S THAN #9 EWIRE STAPLLES \ \\
1-1/2" LONG
(ANCHOR FILTER FABRIC SKIRT
e\7�Nj AS DIRECTED BY THE ENGINEER
GUDELIPES FOR n5PO_ RA_RY MT FENCE
NOT TO SCALE
cV
r
BITUMINOUS SURFACE COURSE 1-2
io ��� CAGG� � � A� �OURSE� � `.�
_ _ Cl cv rz 1
COMPACTED SUBGRADE
ASPHALT PAVEMENT SECTION
NOT TO SCALE
100' MIN.
3 -- ------------
------- .'.'
a • - - - -•#4 STONE _ _ _
............
w-- .......................... . .
�rtn' .uu
JLL I I VIV
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
to
r: v �� } TOP OF CLEANOUT TO BE FLUSH
s WITH PAVEMENT
GROUT GRATE ELEVATION WILL VARY
TOP OF TRENCH ELEV 5,50
a
ff RR 00
1nOO 0 O0%06
- A0 1 0 00 0(5 0 0 (:8c) 0 OWE 1-Iffinomp-
:::::::::: ..............•_......
'�::• ''_ i - 12" ADS N-12 HDPE CORRUGATED-
'�' 'r '� ±' •-� PERFORATED PIPE OR ENGINEER " , i ` ' ''• rY':
}� APPROVED EQUIVALENT. INSTALL WITH
CATCH BASIN FILTER FABRIC. CATCH BASIN
#57 WASHED STONE
1' SUMP BELOW INVERTS OF PIPE 1' SUMP BELOW INVERTS OF PIPE
OVERFLOW STRUCTURE: TEE JOINT WITH RISER
AT END OF SYSTEM
TYPICAL INFILTRATION SYSTEM SECTION
NOT TO SCALE
D REVISED PER NC-DENR COMMENTS 04/12/06
C ADDED IRRIGAi10N RPZ 11/07/05
B ONWASA REVIEW COMMENTS 10/11/05 10/13/05
REV.Nd. DESCRIPTIONS DATE
REVISIONS
sEAL
SEAL
•
A ,
TEAL
022574
t ;
CO)
�fffs1114 •
INFILTRATIO
FRAME & GRA
DEWEY BROS.
H2O LOADING
REQUIRED
FOOTING (T ,
MATERIAL
STAPLED IN
PLACE
:1 W.11 24
STANDARD WATER VAL
CONCRETE 51DEWA BOX &COVER MARKED C.O.
CONCRETE CURB & GUTTER 2" WATTS SERIES
BACKFLOW PREVENTER
GALV, UNION (SEE SITE PLAN FOR LOCATION)
6"-9" CLEAN -OUT
CLEAN-OUTSEAL W/DUCTTAPE(FIBERGLASS
SEE NOTE 2) PVC OR CIP HO BOXURE;
MODEL
1/8" BEND
PIPE SUPPORT
PVC OR CIPJ'
PLUG W 4- SINGLE TEST
PLUG WfWING NUT (SEE NOTE 2)
4" TAPPING SADDLE TEE
OR WYE (SEE !VOTE 1).
NOTES: SEWER MAIN
1-SEWER TAPS TO BE PERFORMED BY CITY CREWS EXCEPT
WHEN TEES OR WYES ARE INSTALLED IN NEW MAINS LAID
BY THE CONTRACTOR.
2-THESE ITEMS SHALL BE INSTALLED WHEN NO HOUSE
CONNECTION IS MADE AT C.O.
GUIDELINES FOR STANDARD CLEAN --OUT
SANITARY SEWER HOUSE SERVICE
SD 3-04
NOT TO SCALE
NOTES:
1. THE MATTING SHOULD BE A MINIMUM OF 4' WIDE EXTENDING OVER THE LIP
AND BURIED 6" DEEPIN A VERTICAL TRENCHON THE LOWER EDGE. THE UPPER
EDGE SHOULD BUTT AGAINST SMOOTHLY CUT SOD AND BE SECURELY HELD IN PLACE
WITH CLOSELY SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12" LONG.
2. ENSURE THAT THE SPREADER LIP IS LEVEL FOR UNIFORM SPREADING OF STORM RUNOFF.
3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT ON FILL)
4. CONSTRUCT A 20' TRANSITION SECTION FROM THE DIVERSION CHANNEL TO BLEND
SMOOTHLY TO THE WIDTH AND DEPTH OF THE SPREADER.
©VRILL! V MIF\.
LEVEL SPREADER DFTOII
NOT TO SCALE
PIPE
CONTINUOUS CONCRETE COPING
6" DIP BYPASS PIPE
T
e C n
EL. = 5.50
G7
w
a
OUTFLOW PIPE 12"
TO INFILTRATION SYSTEM CA E
FOOTING L. 4.25
#4 BARS 0 12" O.C. EACH WAY
SECTION
NOTE: WHERE JUNCTION BOX IS SPECIFIED
FRAME AND GRATE SHALL BE REPLACED BY
4" THK. 48" x 48" FLAT 3,000 PSI CONC.
TOP W/#4 REBARB 0 12" O.C. BOTH WAYS.
CATCH BASIN AND JUNCTION BOX
NOT TO SCALE
NfJOM& (MED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
L
c
NOTE:
ENCASEMENTS SHALL EXTEND FROM DITCH LINE TO DITCH LINE IN CUT
SECTIONS, 5' BEYOND THE TOE OF SLOPE IN FILL SECTIONS, AND 3'
BEHIND CURB SECTIONS. AND 3' FROM THE EDGE OF PAVEMENT
HDPE PROJECTION TYPE CASING
SPACERS (MANUFACTURED BY
RACI SPACERS INC. OR EQUAL)
4" THICK 3000 PSI
CONC. SLAB
ALL PIPE AND FITTINGS TO BE
GALVANIZED W/ I.P.T. ACCEPT
WHERE NOTED OTHERWISE
2" PVC
0
2" P VC
2" REDUCED PRESSURE BACK FLOW PREVENTER
Q.I. CARRIER PIPE —� J� SLOPE TO
J/ DRAIN
STEEL ENCASEMENT PIPE DRAINAGE GRAVEL
(10 CU.FT. STONE)
NOTE: ELEVATION
1. STAINLESS STEEL SPIDERS MAY BE USED
IN PLACE OF NON—METALIC HDPE SPACERS.
2. CARRIER PIPE FOR WATER LINE TO BE DI HDPE, PROJECTION-TYPE
CASING SPACING (RACI OR
WITH JOINTS AS DETAILED ON THE PLANS. EQUAL)
3. ENCASEMENT PIPE TO BE STEEL WITH CARRIER PIPE: CLASS 50
MINIMUM WALL THICKNESS PER NCDOT DUCTILE IRON PIPE
POLICY. STEEL ENCASEMENT PIPE. SIZE
PER PLAN; MINIMUM WALL
4. DRY BORING OF ALL NCDOT HIGHWAY THICKNESS (PER NCDOT POLICY).
CROSSINGS TO EXTEND A MINIMUM OF 5' OFF
THE EDGE OF ROADWAY PAVEMENT ON SECTION
EITHER SIDE OF CROSSING.
STANDARD BORE ENCASEMENT
NOT TO SCALE
Sea Side Inn Development Corp.
PO Box 2294
Wilmington, NC 28402
NOT TO SCALE
D
MINIM *A3VM W80ff 40 L8:'..
PLAN
1j+ a�
0.w
q
� � I
SECTION C SECTION D
MNMPJ 1 MMV CE WEX*ff 20 LHS.
METER
11
V-7 3Ar
2.26' 141.7r
6.76` H&7W
r-0 s 0Z_Ar I'e
SECTION A SECTION B
WATER METER DETAIL
NOT TO SCALE
12"
Ly • • ' ~•lil 1
NOTE:
EITHER BRICK MASONRY OR CONCRETE
MAY BE USED. CONCRETE BRICK MAY
BE USED IN LIEU OF CLAY BRICK.
JUMBO BRICK WILL BE PERMITTED.
STATE OF NORTH
CAROLINA DEPT. OF DEAL
TRANSPORTATION
SEA SIDE INN
ORTH TOPSAIL BEACH, ONSLOW COUN
DETAILS
CONCRETE FILL
QUANTITIES
PIPE
SIZE
CUBIC
YARDS
12"
0.029
15"
0.045
18"
0.065
24
0,116
30
0.182
36"
0.262
42"
0.356
48"
0.465
54"
0.589
60"
0.727
66" I
a.s8o
DIVISION OF HIGHWAYS 840.71
RALEIGH, N.C.
ENGUSH STANDARD DRAIMNG FOR
CONCRETE AND BRICK PIPE PLUG
NOT TO SCALE
DATE:
9/23/O4
MCE PROJ. #
027810004
DRAWN
WJC
DESIGNED
WJC
CHECKED
RMC
PROD. MGR.
MAG
ATU S:
FOR P
SCALE M&C FILE NUMBER
CU-501
HORIZONTAL: DRAPING NUMBER
VERTICAL:6
NA
RENSION
TTING °
Cr
i