SW7071115_APPROVED PLANS_20171106

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
4U2�9� Qll zza(
YYYYMMDD

NOTES'
1. OWNER/DEVELOPER: I.G. HOLDINGS, LLC.
P.O. BOX 120 10. PARKING HAS BEEN CALCULATED AS FOLLOWS: 14. THERE ARE NO ADDITIONAL SITE LIGHT FIXTURES PROPOSED. THE DWELLING WILL
KITTY HAWK, NC 27949 1 SPACES/200 SF GROSS FLOOR AREA FOR EXISTING RETAIL HAVE TRADITIONAL PORCH LIGHTS.
PHONE: [phone],427 SF/ 200 = 62.1 SPACES REQUIRED
1 SPACE/BEDROOM FOR PROPOSED RESIDENCE 15. STORMWATER MANAGEMENT WILL BE TO THE EXISTING INFILTRATION BASIN AND A
2. THE OWNER INTENDS TO CONSTRUCT A SECOND 4 BEDROOM SINGLE FAMILY 4 BEDROOMS, EXISTING = 4 SPACES REQUIRED LEVEL SPREADER.
RESIDENCE AND SEPTIC SYSTEM ON THE EXISTING SITE. 4 BEDROOMS PROPOSED = 4 SPACES REQUIRED
TOTAL: 70.1 SPACES REQUIRED; 71 SPACES PROVIDED 16. THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL BUFFERING.
3. THE PROPERTY IS RECORDED IN DEED BOOK 1752, PG. 35. ALL REQUIRED LANDSCAPING AND BUFFER AREAS SHALL BE MAINTAINED IN GOOD
DARE COUNTY PIN# 0640 17 22 1119. 11. ALL DISTURBED AREAS SHALL BE STABILIZED WITH A COASTAL VEGETATION MIX. CONDITION SO AS TO PRESENT A HEALTHY AND ORDERLY APPEARANCE AND SHALL
PROPERTY ADDRESS: 40494 NO HWY 12, AVON, DARE COUNTY, NC. AREA TO BE DISTURBED = 7,069 SF (0.16 ACRES) BE KEPT FREE FROM REFUSE AND DEBRIS. THIS INCLUDES, BUT IS NOT LIMITED
TO, THE REPLACEMENT OF PLANTS DAMAGED BY INSECTS, DISEASE, VEHICULAR
4. THE PROPERTY IS ZONED GENERAL COMMERCIAL DISTRICT (C-2) AND THIS WILL 12. LOT COVERAGE IS AS FOLLOWS: TRAFFIC, AND VANDALISM.
BE A CONDITIONAL USE.
EXISTING COVERAGE 17. ALL NEW UTILITIES ARE TO BE PLACED UNDERGROUND. FINAL DRAWING
5. THE SITE IS LOCATED IN FIRM ZONE AE 8', RETAIL BUILDING 12,575.6 SF 18. NO SIGNS FOR THIS USE WILL BE ERECTED.
FIRM MAP NUMBER 3730064000J, EFFECTIVE DATE SEPTEMBER 20, 2006. RESIDENCE 2,079.1 SF
(SUBJECT TO CHANGE BY FEMA) PAVEMENT 29,590.3 SF
NOT FOR
SIDEWALKS 3,970.1 SF 19. THERE ARE NO DELINEATED WETLANDS ON THIS SITE.
6. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE TANK COVERS 178.3 SF 20.THE PROPOSED DWELLING WILL BE A 1 OR 2 STORY DWELLING, ELEVATED ON
SPECIFIED. ELEVATIONS SHOWN ARE HEREON PER NAVD88. HVAC STAND 6.1 SF WOOD PILINGS APPROXIMATELY 4.5'-5.0' FROM THE EXISTING GRADE (AS NEEDED
48,399.5 SF 7. AREAS SHOWN ARE BY COORDINATE METHOD. TO MEET DARE COUNTY FLOOD DAMAGE PREVENTION ORDINANCE) AND SHALL NOT CONSTRUCTIONPROPOSED COVERAGE EXCEED THE MAXIMUM ALLOWABLE HEIGHT OF 52'.
8. TOTAL AREA = 125,779 SF (2.88 ACRES) NEW RESIDENCE 1,994.8 SF
AREA OF CANAL = 5,438 SF (0.12 ACRES) NEW PAVEMENT 680.8 SF 21. SEEDING AND EROSION CONTROL SHALL BE ESTABLISHED WITHIN ANY DISTURBED
UPLAND AREA = 120,341 SF (2.76 ACRES) NEW TURFSTONE 400.0 SF AREAS.
TOTAL COVERAGE 51,475.1 SF (42.8%) (UPLAND AREA)
9. MINIMUM BUILDING SETBACKS: 22. THE EXISTING IRRIGATION WELLS ARE TO BE ABANDONED IN ACCORDANCE WITH
FRONT 15' COVERAGE ALLOWED 72,205 SF (60.0%) (UPLAND AREA) STATE REGULATIONS. IF NEW IRRIGATION WELLS ARE TO BE INSTALLED, THEY
REAR 20 SHALL COMPLY WITH ALL APPLICABLE STATE MANDATED SETBACKS.
SIDE 10' 13. TOTAL IMPERVIOUS AREA WITHIN 75' AEC: 0.0 SF (0.0 %) WCMTYMAP
N/F
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0640 17 IZ 7364 5.9 / PARRKGN PACES /
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INSTALL NEW CONCRETE P.G. ff �- 191
PARKING SPACES D6 746, PG 544
_ 0640 17 22 45-n -227
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(2,000 SF MAX.) 471 / I 612 G.9'i 655 -6.75 IXIYDIN6 GLLIMY'. 8 /
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SEPTIC REPAIR ' - i / I bPJ 1 551 5T
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EX. WATER SERVICE TO LOCATE EX. WATE , RM"TER PAD / 163 OO
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N/F F N/F PROPOSED SITE A40D CATIONS I PL. E, SL 769 ° l 'a,
DENNIS WILLIAMS / / ANN SCALE: 1" = 30' I PIP14M, PG ISS {
B 1013, P 16 ' DB 'G76PG 549
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• 1. THE DESIGN FLOW FOR THE SYSTEM IS
S86'13'09"E 656.75'
• v (4 BEDROOM) X (120 GPD) = 480 GPD
DRAINFIELD AREA (BED SYSTEM)
454
(480 GPD) (1 SF/1.0 GPD) (1.5) = 720 SF
-_ --_
�290 I Si REPAIR „nr:n 2. A 1,000 GALLON TRAFFIC RATED SEPTIC TANK WITH EFFLUENT FILTER AND A MINIMUM OF
• I uM I 49 5a -` 240 LF OF GRAVITY DRAINFIELD WILL BE PROVIDED FOR EACH SYSTEM. A LOADING OF 1.0
Car j f76o EXI5TII46 AG740 ` TIC p�4
IBI OF DISTURBANCE 1140 565
• 5z7 / I - I11 GPD/SF HAS BEEN APPLIED.
• // REMOVE PORTION „..... 40 517 5
vr 2 3 OF DOSTING zb 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL NOTIFY ULOCO PRIOR TO
to ( CURB & GUTTER ♦.506 CONSTRUCTION (2 WORKING DAYS).
�
"M® 4. HORIZONTAL AND VERTICAL ORIENTATION OF EXISTING UNDERGROUND UTILITIES ARE NOT
-B5 • 1 "' fin gi GUARANTEED. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES EXISTING DRAINFlELD z 454 I I 45 ev - B1 542 ev5 PRIOR TO COMMENCEMENT OF CONSTRUCTION.
. TO BE REMOVED 2t
EE5 5�z 290 I ACT I I I k71 5b9 5. THE CONTRACTOR SHALL SUBMIT A LIST OF MATERIALS FOR APPROVAL TO THE ENGINEER
• �eor all I 4 �9 A69 5 p PRIOR TO COMMENCEMENT OF CONSTRUCTION, IF REQUIRED.
195 I - 6. ROUTINE INSPECTIONS DURING CONSTRUCTION WILL BE PROVIDED BY THE ENGINEER AND
• 487 /525 I I I k6p 'A 25 bOYJ < _ �_ DARE CO. HEALTH DEPARTMENT. THESE INSPECTIONS DO NOT RELIEVE THE CONTRACTOR
4r0a FROM HIS OBLIGATION AND RESPONSIBILITY FOR CONSTRUCTING THE SYSTEM IN STRICT
,�• ,I 92 27 ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, IF REQUIRED.
_ J 455 r4
29� '- J �N I 44 461 H 7. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES,
26 REGULATIONS AND ORDERS OF ANY AGENCY HAVING JURISDICTION. HE SHALL ERECT AND
�Tn 455 qn V, TANG 459 ' MAINTAIN, AS REQUIRED BY THE CONDITIONS AND PROGRESS OF THE WORK, ALL NECESSARY
eT RkM�
i I wr - _ - - _ 40 54 SAFEGUARDS FOR SAFETY AND PROTECTION.
PAIkA2
5m 29�a I is
64,i 4Z -495 2.1 S. NO MODIFICATIONS TO THIS PLAN SHALL BE MADE WITHOUT THE PRIOR APPROVAL OF THE
20 POT ONE STORY DWELLING 4'� - V5 u - ENGINEER AND LOCAL HEALTH DEPARTMENT. ANY FIELD CHANGES TO THE PLANS SHALL BE
I R FFE. = 11. - 451 511 Z7 APPROVED BY THE ENGINEER AND COUNTY HEALTH DEPARTMENT AND SHALL BE ACCURATELY
r _ 41 x 27 - INDICATED ON THE AS -BUILT DRAWINGS.
-
-2.9z9 / -z156 �I. OVER11AW I 2.y%q k50 `� 9. ALL MANHOLE RISERS SHALL BE PRECAST CONCRETE, WATERTIGHT, CONFORM TO NORTH
sob to D22 7 CAROLINA CODE 15A NCAC 18A-1954 AND BROUGHT TO FINISHED GRADE BY CONTRACTOR, _ _ _ 4z5- - _ . 445 UNLESS OTHERWISE NOTED.
4.71. 4w ~ 10. ALL GRAVITY SEWER BENDS 45' OR GREATER SHALL BE FITTED WITH A CLEAN -OUT. INV. °,612 I
22ak
tar 9
2
ZBAb 29L9
11. ALL SEPTIC COMPONENTS SHALL BE LOCATED A MINIMUM OF TEN FEET FROM EXISTING AND
4a� ea 4 2_1fb7 29790r . ..... - PROPOSED WATERLINES.
wr m,......e..�„ ...m oar- - - - Mr m . 494 �_
4219 495 469 12. ALL COMPONENTS OF THE SYSTEM SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH
z51- 4� THE CONTRACT DRAWINGS, SPECIFICATIONS, AND THESE PLANS. AFTER TESTING IS COMPLETED
w w w AND ALL COMPONENTS OF THE WASTEWATER SYSTEM ARE ACCEPTED BY THE OWNER, THE
_ 2I1 w CONTRACTOR SHALL SUBMIT AS -BUILT DRAWINGS TO DARE COUNTY HEALTH DEPARTMENT ANY
,RIM 5A5
D DISCREPANCIES NOTED DURING INSPECTION OF THE AS -BUILT FACILITIES SHALL BE
ssaoo'3aw s66.15' IN 2 CORRECTED BY THE CONTRACTOR WITHIN 30 DAYS IF NECESSARY.
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CVNI 13. ALL DISTURBED SOIL SHALL BE STABILIZED AS SOON AS POSSIBLE BY GRADING AND
wI 415 I QWHIC SCALE SEEDING.
Mv. ub W I 0 15 30 60 14. THE CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO A CONDITION EQUAL TO OR
W 2,% M BETTER THAN THOSE EXISTING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE
INV. a,91 (sM
EXIS%%�K� (PARTIAL SITE) AND DEMOIJTIOIV PLAN OWNER RESERVES THE RIGHT TO STOP WORK IF AND WHEN, IN THE SOLE OPINION OF THE
SCALE: 1" = 30' OWNER, CLEANUP, RESTORATION OR PUBLIC SAFETY ARE NOT BEING PERFORMED IN
(IN FEET) ACCORDANCE WITH THE CONTRACT DOCUMENTS.
1 INCH = 30 FT.
REFER TO PERMIT FC
FILL REQUIREMENTS
FILTER FABRIC
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1. OWNER/DEVELOPER: I.G. HOLDINGS, LLC.
P.O. BOX 120
IN FEET
KITTY HAWK, NC 27949 ( )
PHONE: [phone] inch = 30 ft.
2. THE OWNER INTENDS TO CONSTRUCT A 4 BEDROOM SINGLE FAMILY RESIDENCE
AND SEPTIC SYSTEM ON THE EXISTING SITE. NO OTHER CONSTRUCTION SHALL
OCCUR AS PART OF THIS PLAN.
3. THE PROPERTY IS RECORDED IN DEED BOOK 1752, PG. 35.
DARE COUNTY PIN# 0640 17 22 0121.
PROPERTY ADDRESS: 40494 NC HWY 12, AVON, DARE COUNTY, NC.
4. THE PROPERTY IS ZONED GENERAL COMMERCIAL DISTRICT (C-2) AND THIS WILL
BE A CONDITIONAL USE.
5. THE SITE IS LOCATED IN FIRM ZONE AE 8',
FIRM MAP NUMBER 3730064000J, EFFECTIVE DATE SEPTEMBER 20, 2006.
(SUBJECT TO CHANGE BY FEMA)
6. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE
SPECIFIED. ELEVATIONS SHOWN ARE HEREON PER NAVD88.
7. AREAS SHOWN ARE BY COORDINATE METHOD.
8. TOTAL AREA = 125.779 SF (2.88 ACRES)
AREA OF CANAL = 5.438 SF (0.12 ACRES)
UPLAND AREA = 120,341 SF (2.76 ACRES)
9. PARKING HAS BEEN CALCULATED AS FOLLOWS:
1 SPACES/200 SF GROSS FLOOR AREA FOR EXISTING RETAIL
12,427 SF/ 200 = 62.1 SPACES REQUIRED
1 SPACE/BEDROOM FOR PROPOSED RESIDENCE
4 BEDROOMS PROPOSED = 4 SPACES REQUIRED
TOTAL: 67 SPACES REQUIRED; 67 SPACES PROVIDED
10. ALL DISTURBED AREAS SHALL BE STABILIZED WITH A COASTAL VEGETATION MIX.
11. MINIMUM BUILDING SETBACKS:
FRONT 15,
REAR 20'
SIDE 10'
AREA TO BE DISTURBED = 8131 SF
12. LOT COVERAGE IS AS FOLLOWS:
EXISTING RETAIL BUILDING: 12,427 SF
PROPOSED RESIDENCE: 2,273 SF
EXISTING PAVEMENT: 26,660 SF
EXISTING CONCRETE: 6,970 SF
PROPOSED CONCRETE: 45 SF
TOTAL COVERAGE: 48,375 SF (40.2%) (UPLAND AREA)
COVERAGE ALLOWED: 72,205 SF (60.0%) (UPLAND AREA)
13. TOTAL IMPERVIOUS AREA WITHIN 75' AEC: 0.0 SF (0.0 %)
14. THERE ARE NO ADDITIONAL SITE LIGHT FIXTURES PROPOSED. THE DWELLING WILL
HAVE TRADITIONAL PORCH LIGHTS.
15. STORMWATER MANAGEMENT WILL BE TO THE EXISTING INFILTRATION BASIN AND A
LEVEL SPREADER.
16. THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL BUFFERING.
ALL REQUIRED LANDSCAPING AND BUFFER AREAS SHALL BE MAINTAINED IN GOOD
CONDITION SO AS TO PRESENT A HEALTHY AND ORDERLY APPEARANCE AND
SHALL BE KEPT FREE FROM REFUSE AND DEBRIS. THIS INCLUDES, BUT IS NOT
LIMITED TO, THE REPLACEMENT OF PLANTS DAMAGED BY INSECTS, DISEASE,
VEHICULAR TRAFFIC, AND VANDALISM.
17. ALL NEW UTILITIES ARE TO BE PLACED UNDERGROUND.
18. NO SIGNS FOR THIS USE WILL BE ERECTED.
19. THERE ARE NO DELINEATED WETLANDS ON THIS SITE.
20. THE BUILDING WILL COMPLY WITH VOL. 1C OF THE N.C. STATE BUILDING CODE
AND CURRENT NFPA REQUIREMENTS.
21.THE PROPOSED DWELLING WILL BE A 1 OR 2 STORY DWELLING, ELEVATED ON
WOOD PILINGS APPROXIMATELY 3.5'-4' FROM THE EXISTING GRADE AND SHALL
NOT EXCEED THE MAXIMUM ALLOWABLE HEIGHT OF 52'.
22. SEEDING AND EROSION CONTROL SHALL BE ESTABLISHED WITHIN ANY DISTURBED
AREAS.
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NOTES:
1. ALL FENCE LUMBER TO BE CCA TREATED
(APPROVED FOR GROUND CONTACT).
2. ALL FASTNERS, HINGES, LATCHES OR OTHER
HARDWARE TO BE HOT DIPPED GALVANIZED.
3. 2" x 4" DIAGONAL BRACING TO BE
PROVIDED AT FENCE CORNERS. 'Y
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PP, 101-:� Pe 0026
0640 17 II 6P118 1
N07M
1. OWNER/DEVELOPER: I.G. HOLDINGS, LLC.
P.O. BOX 120
KITTY HAWK, NC 27949
PHONE: [phone]
2. THE OWNER INTENDS TO CONSTRUCT A 12,427 SF RETAIL BUILDING WITH ONE
(1) 1,920 SF ATTACHED 4-BEDROOM APARTMENT.
3. THE PROPERTY IS RECORDED IN DEED BOOK 1451, PG. 295.
DARE COUNTY PIN# 0640 17 22 0121.
PROPERTY ADDRESS: 40494 NC HWY 12, AVON, DARE COUNTY, NC.
4. THE PROPERTY IS ZONED GENERAL COMMERCIAL DISTRICT (C-2) AND MIXED
USES ARE A PERMITTED USE.
5. THE SITE IS LOCATED IN FIRM ZONE AE 8',
FIRM MAP NUMBER 3730064000J, EFFECTIVE DATE SEPTEMBER 20, 2006.
(SUBJECT TO CHANGE BY FEMA)
6. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE
SPECIFIED. ELEVATIONS SHOWN ARE HEREON PER NAVD88.
7. AREAS SHOWN ARE BY COORDINATE METHOD.
8. TOTAL AREA = 125,779 SF (2.88 ACRES)
AREA OF CANAL = 5,438 SF (0.12 ACRES)
UPLAND AREA = 120,341 SF (2.76 ACRES)
9. PARKING HAS BEEN CALCULATED AS FOLLOWS:
1 SPACES/200 SF GROSS FLOOR AREA 0 12,427 SF = 62.1 SPACES
2.5 SPACES/UNIT 0 1 PROPOSED UNIT = 2.5 SPACES
65 SPACES REQUIRED; 67 SPACES PROVIDED
10. ALL DISTURBED AREAS SHALL BE STABILIZED WITH A COASTAL VEGETATION MIX.
11. MINIMUM BUILDING SETBACKS:
FRONT 15'
REAR 20'
SIDE 10'
12. AREA TO BE DISTURBED - ON -SITE: ±105,499 SF (2.42 ACRES)
OFF -SITE: t 5,895 SF (0.14 ACRES)
TOTAL AREA DISTURBED: 111,394 SF (2.56 ACRES)
13. LOT COVERAGE IS AS FOLLOWS:
PROPOSED BUILDING: 12,427 SF
PROPOSED PAVEMENT: 26,660 SF
PROPOSED CONCRETE: 6,297 SF
PROPOSED COVERAGE: 45,384 SF (37.7%) (UPLAND AREA)
COVERAGE ALLOWED: 72,205 SF (60.0%) (UPLAND AREA)
TOTAL IMPERVIOUS AREA WITHIN 75' AEC: 0.0 SF (0.0 %)
14. LIGHTS FOR THIS ADDITION WILL BE 250W HPS TYPE SL. LIGHTING WILL MEET
MINIMUM DARE COUNTY STANDARDS. (SEE LIGHTING PLAN)
15. ALL OUTDOOR LIGHTING SHALL BE ERECTED, ALTERED AND MAINTAINED IN
ACCORDANCE WITH THE PROVISIONS IN SECTION 22.60 OF THE DARE COUNTY
CODE OF ORDINANCES. ALL LIGHT PRODUCED ON SITE SHALL BE CONTAINED
WITHIN THE PERIMETER OF THE SITE BY DESIGN, ORIENTATION OR SHIELDING OF
THE LIGHT SOURCE.
AREA WITH
� 14'
S86'00'34W 666.15'
GRAPHIC SCALE
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064017 11P
65095 (IN FEET)
1 INCH = 30 FT.
16. STORMWATER MANAGEMENT WILL BE A HIGH -DENSITY PROJECT UTILIZING
CONVEYANCE TO AN INFILTRATION BASIN AND A LEVEL SPREADER. ALL
SURFACE RUNOFF WILL UTILIZE SHEETFLOW TO BE COLLECTED BY DRAINAGE
STRUCTURES AND CONVEYED VIA PIPES AND CURBS TO AN INFILTRATION
BASIN TOWARDS THE REAR OF THE SITE. ALL RUNOFF FROM THE
STRUCTURE WILL BE DIRECTED VIA RAIN GUTTERS INTO THE DRAINAGE PIPE
ON THE SOUTH SIDE OF THE BUILDING TO BE CONVEYED TO THE
INFILTRATION BASIN. A BYPASS DEVICE PRECEDES THE INFILTRATION BASIN
AND WILL DISPERSE THE RUNOFF EXCEEDING A 1-1/2 INCH STORM EVENT
THROUGH A VEGETATED FILTER USING A LEVEL SPREADER. THE LEVEL
SPREADER WILL BE LOCATED APPROXIMATELY 78' FROM THE EDGE OF THE
CANAL. THE SITE WILL BE GRADED TO PREVENT RUNOFF INTO THE
ADJACENT PROPERTIES.
17. THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL
BUFFERING. ALL REQUIRED LANDSCAPING AND BUFFER AREAS SHALL BE
MAINTAINED IN GOOD CONDITION SO AS TO PRESENT A HEALTHY AND
ORDERLY APPEARANCE AND SHALL BE KEPT FREE FROM REFUSE AND
DEBRIS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE REPLACEMENT OF
PLANTS DAMAGED BY INSECTS, DISEASE, VEHICULAR TRAFFIC, AND
VANDALISM.
18. SILT FENCE TO BE INSTALLED ON SITE AS SHOWN ON EROSION
CONTROL/GRADING PLAN.
19. ALL NEW UTILITIES ARE TO BE PLACED UNDERGROUND.
20. ALL SIGNS SHALL BE ERECTED, ALTERED AND MAINTAINED IN ACCORDANCE
WITH THE PROVISIONS IN CHAPTER 158 OF THE DARE COUNTY CODE OF
ORDINANCES.
21. THERE ARE NO DELINEATED WETLANDS ON THIS SITE.
22. THE BUILDING WILL COMPLY WITH VOL. 1C OF THE N.C. STATE BUILDING
CODE AND CURRENT NFPA REQUIREMENTS.
23. BUILDING HEIGHT SHALL NOT EXCEED 52'
24. SEEDING AND EROSION CONTROL SHALL BE ESTABLISHED WITHIN ANY
DISTURBED RIGHT-OF-WAY AREAS. NC 12 RIGHT-OF-WAY SHALL BE
RESTORED AFTER CONSTRUCTION WITH GRADING AND STABILIZATION OF ALL
DISTURBED AREAS. EXISTING CULVERTS SHALL BE REMOVED AND/OR
REPLACED IF DAMAGED DURING CONSTRUCTION.
VAN
ACCESSIBLE
01
PARK PARKING
THIS DRAWING ORIGINALLY
'o
ISSUED AND SEALED
®
I
John M. DeLucia, 1675959,
ON October 31, 2007. THIS
MEDIUM SHALL NOT BE
MAXIMUM
CONSIDERED A CERTIFIED
PENALTY
m
DOCUMENT.
$250
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0
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1. REGARDLESS OF AGE, ALL ACCESSIBLE SPACES
SHALL BE IDENTIFIED BY ABOVEGROUND SIGNS ONLY
am
(SEE N.C.G.S.).
2. NEW SPACES SHALL NOT USE GROUND -PAINTED
r,r,
SYMBOLS.
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3. ACCESSIBLE SPACES ARE REQUIRED TO BE STRIPED
OFF ONLY; BLUE COLORING IS NOT NECESSARY NOT
m
REQUIRED.
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4. STRIPING IS WHITE ON DARK PAVEMENT; BLACK ON
M
LIGHT PAVEMENT. (N.C.D.O.T.).
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5. CONDITION (A)PEDESTRIAN PATH DOES NOT PASS
UNDER OR AROUND SIGN. CONDITION (B) PEDESTRIAN
PATH GOES BY, UNDER, OR AROUND SIGN.
6. STANDARD SIGN COLORS: BACKGROUND - WHITE,
LETTERING/BORDER - GREEN, FIGURE - WHITE ON
BLUE FIELD. HAAMAPP®
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SE�D�I�MpE�NTA�T,ION EROSION CONTROL NOTES
L NARRATIVES
THIS PROJECT CONSISTS OF THE DEVELOPMENT OF 2.88 ACRES OF LAND IN AVON, NORTH
CAROLINA. THE DEVELOPER INTENDS TO CONSTRUCT A 12,427 SF RETAIL BUILDING WITH ONE (1)
1,920 SF 4-BEDROOM APARTMENT. THE PARCEL IS ADJOINED ON THE WEST SIDE BY MILL CREEK
CANAL. THE SITE IS RELATIVELY LEVEL AND PARTIALLY WOODED. APPROXIMATELY 105,499 SF
(2.42 ACRES) ON -SITE AND 5,895 SF (0.14 ACRES) OFF -SITE ARE TO BE DISTURBED. ALL
INFRASTRUCTURE CONSTRUCTION IS SCHEDULED TO BEGIN IN DECEMBER 2007 AND BE
COMPLETED WITHIN THREE MONTHS. THE SITE IS ACCESSED BY AN EXISTING GRAVEL DRIVEWAY,
WHICH WILL BE IMPROVED TO MEET CONSTRUCTION ENTRANCE STANDARDS. SILT FENCES ARE
PROPOSED TO CONTAIN ANY MOVEMENT OF SOIL DURING CONSTRUCTION. THIS PLAN ILLUSTRATES
SILT FENCES LOCATION. SHOULD THE NEED FOR ADDITIONAL FENCING BE DETERMINED DURING
CONSTRUCTION, IT WILL BE INSTALLED AS DIRECTED BY THE ENGINEER OR NC DEHNR AGENT.
A. SOILS:
SOIL TYPES AS MAPPED IN THE SOIL SURVEY OF DARE COUNTY:
DUCKSTON FINE SAND (DtA)
COROLLA-DUCKSTON COMPLEX (CrB)
11. CONSTRUCTION SEQUENCE -
OBTAIN PLAN APPROVAL.
FLAG OR STAKE WORK LIMITS.
CONTACT ULOCO FOR LOCATION OF UNDERGROUND UTILITIES.
HOLD PRE -CONSTRUCTION MEETING.
INSTALL SILT FENCING.
COORDINATE WITH ENGINEER TO ESTABLISH ANY AREA OF SELECTIVE CLEARING.
CLEAR LOT OF EXISTING VEGETATION AS SHOWN.
SEED, FERTILIZE AND WATER DISTURBED AREAS TO STABILIZE.
IMPROVE GRAVEL CONSTRUCTION ENTRANCE AND SILT FENCING.
PLACE, COMPACT AND TEST ALL FILL MATERIAL PURSUANT TO GRADING PLAN.
INSTALL AND TEST ALL PROPOSED UNDERGROUND UTILITIES.
STABILIZE DISTURBED AREAS WITH TEMPORARY VEGETATION.
COMMENCE CONSTRUCTION OF IMPROVEMENTS.
SEED, FERTILIZE AND WATER DISTURBED AREA TO STABILIZE AS NOTED IN SECTION IV.
REMOVE SILT FENCES ONCE PERMANENT VEGETATION IS ESTABLISHED.
N. SEDIMENTATION AND EROSION CONTROL NOTES
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ULOCO (800-632-4949) TO LOCATE
UNDERGROUND UTILITIES.
2. ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION ENTRANCE AS DESIGNATED ON THE PLAN.
3. ALL REMOVAL AND DISPOSAL OF SITE DEBRIS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND
SHALL BE REMOVED BY THE CONTRACTOR TO AN OFF -SITE LOCATION.
4. AREAS WHICH HAVE BEEN DESIGNATED IN THE PLANS TO REMAIN UNDISTURBED SHALL BE IDENTIFIED
PRIOR TO CLEARING. IN ADDITION TO SECTIONS SHOWN WHERE ALL VEGETATION IS TO REMAIN,
ADDITIONAL SPECIMEN TREES MAY BE SPECIFIED AND FLAGGED TO REMAIN.
5. NO BURNING IS PERMITTED ON SITE.
6. NO BORROW PERMITTED FROM THE SITE EXCEPT AS NECESSARY FOR GRADING OPERATIONS.
7. EVERYTHING WITHIN "PROJECT LIMITS" ESTABLISHED BY ACTUAL ADJACENT PROPERTY LINES SHALL BE
CLEARED UNLESS NOTED TO REMAIN. CONTACT THE ARCHITECT IF UNCLEAR.
8. STORMWATER RUNOFF DRAINS TO MILL CREEK CANAL WHICH IS CLASSIFIED AS SA WATERS AND IS IN
THE PASQUOTANK RIVER BASIN.
9. EXISTING TOPOGRAPHY INFORMATION BASED ON THE SURVEY INFORMATION OBTAINED BY ALBEMARLE AND
ASSOCIATES, LTD. ON SEPTEMBER 25, 2007.
Ali
r; N/F
A. KAY C41APLAIN
D6 746 Pe 544
0640 17 22 3484
GAVLDW MOTES
1. ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION ENTRANCE AS DESIGNATED.
2. PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES, ALL EROSION AND SEDIMENTATION
CONTROL MEASURES IDENTIFIED ON THIS PLAN SHALL BE INSTALLED IN ACCORDANCE WITH THIS PLAN
AND NCDENR REGULATIONS.
3. THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE LIMITS OF LAND DISTURBING AS WELL
AS TREES SPECIFICALLY NOTED FOR PROTECTION ARE NOT ADVERSELY IMPACTED BY ANY CLEARING
ACTIVITIES.
4. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHING 21 CALENDAR
DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND A PERMANENT GROUNDCOVER FOR ALL
DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
5. IF ADDITIONAL MEASURES TO RESTRAIN EROSION BY WIND OR WATER ARE REQUIRED, MEASURES SHALL
BE INSTALLED AS DIRECTED BY THE ENGINEER OR DARE COUNTY.
6. SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED AS
NECESSARY BY THE CONTRACTOR.
7. LIMITS OF SLOPES AND GRADING SHALL BE IN ACCORDANCE WITH THE LIMITS SHOWN HEREON.
8. AREAS WHICH ARE TO BE FILLED SHALL BE RAISED IN COMPACTED SEQUENTIAL LIFTS NOT TO EXCEED
8 INCHES IN DEPTH. FILL MATERIAL SHALL BE CLEAN GROUP 1 SANDY FILL AND SHALL BE VERIFIED
BY THE ENGINEER.
DR4MMaE NOTES:
1. ALL STORM SEWERS SHALL BE PLACED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
2. DROP INLETS SHALL BE CONSTRUCTED PER NCDOT 840.
3. ALL OPEN PIPE ENDS SHALL BE FITTED WITH A FLARED END SECTION OF THE SAME MATERIAL AND SIZE.
END SECTIONS AND FLUMES SHALL BE PROVIDED WITH TEN CUBIC FEET OF CLASS "B" RIP -RAP, PLACED
TWELVE INCHES IN DEPTH.
4. INSTALLATION OF STORMWATER MANAGEMENT MEASURES SHALL BE IN ACCORDANCE WITH THIS PLAN AND
REQUIREMENTS STIPULATED BY THE DIVISION OF WATER QUALITY STORMWATER PERMIT.
5. RUNOFF FROM CONSTRUCTION ACTIVITIES IS TO BE DIRECTED TO THE STORMWATER BASIN, THE ENTIRE
BASIN BOTTOM SHALL BE TILLED/DISCED TO RESTORE INFILTRATION ABILITIES.
6. ALL DRAINAGE STRUCTURES TO BE BUILT IN PLACE IN ACCORDANCE WITH NCDOT 840.15 & 840.01, WITF
THE EXCEPTION OF THE STRUCTURE SHOWN IN THE BYPASS.
STOMWAT@? MANAQEAeff M0118V,4NCE NOTES
1. UPON ACCEPTANCE BY THE OWNER, IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE NECESSARY
MAINTENANCE SO THAT THE STORMWATER SYSTEM WILL FUNCTION AS INTENDED.
2. AFTER EVERY RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY, INSPECT THE INFILTRATION
SYSTEM FOR EROSION, TRASH ACCUMULATION, VEGETATIVE COVER, AND GENERAL CONDITION. ALSO
INSPECT THE INFLOW STRUCTURES, CURB & GUTTERS, FLUMES, RIP -RAP, AND BASIN FOR OBSTRUCTION
OR DETERIORATION. REMOVE ANY BLOCKAGE AND REPAIR THE STRUCTURE TO APPROVED DESIGN
SPECIFICATIONS
3. REPAIR ERODED AREAS IMMEDIATELY, RE -SEED AS NECESSARY TO MAINTAIN ADEQUATE VEGETATIVE COVER,
MOW VEGETATED COVER TO MAINTAIN A MAXIMUM HEIGHT OF SIX INCHES, AND REMOVE TRASH AS
NEEDED. SOD SHALL NOT BE PLACED ALONG THE BOTTOM OF INFILTRATION BASINS.
4. CHECK FOR SEDIMENTATION WITHIN THE BASIN ANNUALLY. IF DEPOSITION OF MATERIAL IS OBSERVED
WITHIN THE SYSTEM, REESTABLISH DESIGN GRADES AS INDICATED ON APPROVED SITE PLAN.INSPECT BASIN
WALLS AND STRUCTURES TO ENSURE THAT THEY ARE MAINTAINED AT THEIR DESIGN ELEVATIONS. IF
EROSION OCCURS, REESTABLISH DESIGN ELEVATIONS AS INDICATED ON APPROVED SITE PLAN.
5. REFER TO INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT FOR REQUIRED MAINTENANCE OF
THE INFILTRATION BASIN.
IGIRAPHIC SCALE
(IN FEET)
1 INCH = 30 FT.
an
POST SPACING SHALL BE clicsW
6' MAX. WITHOUT I-
g O \ REINFORCING WIRE, MAY Q
BE INCREASED TO 8'
WITH REINFORCING WIRE. i..�0
Cn
Ln
9.w / COMPACTED FILL STEEL SUPPORT
POST
SYNTHETIC FIBRE JUTE
MESH FILTER FABRIC
EXTENSIOn
INTO THENOF TRENCHTER FABRIC WIRE 47
SLT FENCE DETAL
NTS
NO
1. WASHED STONE (#4 STONE OR 2" TO 3" AGGREGATE).
PAD TO BE 501 X 20'W X 6"D AT A MINIMUM.
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS IS TO BE PROVIDED.
3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR
MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
4. MUST BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
STREETS. PERIODIC TOP DRESSING WITH STONE SHALL
BE NECESSARY.
NOTE: NTS
APPLICABLE AT ALL POINTS OF INGRESS & EGRESS
UNTIL SITE IS STABILIZED, FREQUENT CHECKS OF THE
DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED.
PROPOSED R
BUILDING DITCH NC HWY 12
FFE = 8. 1'
A EXISTING
TOP OF BANK 12" HDPE PROPOSED
INV 3.26' 2 RET. WALL
12" NCDOT #57 TOP EL = 5.0' EX. 15" RCP INV 0.88'
ON FORESLOPE 5' TO BE REMOVED
NOTES: (;
T I
FLOW 1 r 11 1. CHECK DAMS SHALL BE INSPECTED
NTS
MONTHLY AND AFTER ALL
SIGNIFICANT RAINFALL EVENTS.
EXISTING NCDOT CLASS 'B' 2. ONCE THE UPSTREAM PORTIONS OF 6' 10' 6'
DITCH INVERT RIP RAP THE DITCH HAVE BEEN FILLED,
3. ROCK SHALL BE REMOVED AND
A STOCKPILED ON SITE FOR USE A TO PARK. l
NEEDED BY THE OWNER. TO MILL 4 TOP EL=4.5 EL=4.1 p
�+L � DAM DErAL REEK CANAL 1
NTS a1 BOTTOM EL=3.0
SPECIES
RATE
K-31 FESCUE
3 LB/1000
SF
COMMON BERMUDAGRASS
1 LB/1000
SF
WINTER RYE GRAIN
3 LB/1000
SF
MAY 16 - JILY 16 PEFLW@R SEEDM
SPECIES
RATE
K-31 FESCUE
3 LB/1000
SF
COMMON BERMUDAGRASS
1 LB/1000
SF
GERMAN MILLET
3 LB/1000
SF
AUC LIUr 15 - APRL I TEMPORARY SEEDD10
SPECIES
RATE
K-31 FESCUE
3 LB/1000
SF
WINTER RYE GRAIN
5 LB/1000
SF
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR
APPLY 500 LB PER ACRE OF 10-10-10 FERTILIZER.
MULCH
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL
LINING MATERIAL TO COVER BOTTOM AND SIDES OF SWALES.
ANCHOR MATTING PER MANUFACTURERS RECOMMENDATIONS.
HYDROSEEDING IS ALSO AN ACCEPTABLE METHOD OF
TEMPORARY STABILIZATION
MANTENANCE
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT.
INSPECT AND REPAIR MULCH FREQUENTLY. FERTILIZE THE
FOLLOWING SPRING WITH 50 LB/ ACRE NITROGEN.
- 50 LF 8" PERFORATED VARIES
HDPE IN RIVER ROCK BED
STOM MAM? BAaN DETAL
BENCHMARK NTS
TOP OF LID MANHOLE EL 5.0'
EL. 5.0'
6" CURB AROUND
MANHOLE
EL 5.0'
6" CURB AROUND
TOP AT EL 4.5'
6" CURB AROUND
TOP AT EL 4.5'
s TOP AT EL 4.5' Y
d
° m
INLET EL 4.0' TO BASIN - d
." .. X X
VARIES
d /
1" WEEP HOLES
SECTION X-X
15 H E d 15 HDPE
15" HOPE
_ d
CONCRETE COVER &
MANHOLE ACCESS
6" EL 5.0'
TO BYPASS q
EAWMOIX DROP I1LJE-7
NTS
NI
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C.`UrtEL DROP 11L&7 AND MANHOLE NOTES` o o
1. MORTAR JOINTS 1/2" t 1/8" THICK.
2. USE CLASS "B" CONCRETE THROUGHOUT. w w
3. USE FORMS FOR CONSTRUCTION OF BOTTOM SLAB. z z y
4. USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WTIH L i c 3 w
THE REQUIREMENTS OF SECTION 840 OF THE STANDARD Qo ND Li o o m
SPECIFICATIONS.
5. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB SCALE'
OF BOX, ADD TO SLAB AS SHOWN ON STD. NO. 840.00
6. INSTALL (2) 1" WEEP HOLES AS DIRECTED BY THE )1 O 1
ENGINEER.
7. FOR 8'-0" IN HEIGHT OF LESS, USE 8" WALL.
8. CONSTRUCT WITH PIPE THROATS MATCHING.
9. USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE SHEET:
INDICATED.
10. CHAMFER ALL EXPOSED CORNERS 1".
2 OF 4