SW7090812_APPROVED PLANS_20091020

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYY MDD

L NARRATIVE
ROANOKE ISLAND VOLUNTEER FIRE DEPARTMENT INTENDS TO BUILD A NEW 9,100 SF FIRE
STATION ON THE EXISTING SITE. THE CONSTRUCTION WILL INCLUDE THE DEMOLITION OF ALL
EXISTING STRUCTURES AND CONCRETE AND CONSTRUCTION OF THE NEW BUILDING AND
PAVEMENT AREAS. THE SITE IS LOCATED ON 1.26 ACRES ON OLD SCHOOLHOUSE ROAD,
WANCHESE, NORTH CAROLINA. APPROXIMATELY 1.10 ACRES OF THE SITE ARE TO BE DISTURBED.
CONSTRUCTION IS SCHEDULED TO BEGIN IN THE WINTER OF 2010.
THE SITE IS LEVEL, AND CLEARED WITH EXISTING IMPROVEMENTS SHOWN. THERE ARE VARYING
SOIL TYPES ON THE PROPERTY.
DISTURBED AREAS ARE TO BE STABILIZED WITH TEMPORARY/PERMANENT VEGETATION ACCORDING
TO THE SEQUENCE OF CONSTRUCTION.
UPLAND SOIL TYPES AS MAPPED IN THE SOIL SURVEY OF DARE COUNTY:
BAYMEADE FINE SAND (BaC),
JOHNS LOAMY SAND (JoA)
IL CONSTF CTM SEOUENCE
OBTAIN PLAN APPROVAL.
FLAG OR STAKE WORK LIMITS.
HOLD PRE -CONSTRUCTION MEETING.
INSTALL SILT FENCING AND CONSTRUCTION ENTRANCE.
CLEAR LOT OF EXISTING BUILDINGS AND CONCRETE AS SHOWN.
(EXISTING FIRE STATION TO REMAIN UNTIL NEW ONE IS COMPLETED).
PLACE FILL MATERIALS.
COMMENCE CONSTRUCTION OF NEW BUILDING AND PAVEMENT ON NORTH, SOUTH AND
WEST SIDE.
SEED, FERTILIZE AND WATER DISTURBED AREA TO STABILIZE.
UPON OCCUPANCY OF NEW BUILDING, REMOVE EXISTING FIRE STATION AND CONSTRUCT
PAVEMENT ON EAST SIDE.
SEED, FERTILIZE AND WATER DISTURBED AREA TO STABILIZE.
IV. SEDIAEITATION EROSION CONTROL NOTES
1. PRIOR TO ANY LAND DISTURBING ACTIVITIES AND AFTER DELINEATION OF THE LIMITS OF
CLEARING, THE CONTRACTOR SHALL SCHEDULE A PRE -CLEARING MEETING ON THE SITE WITH
THE OWNER'S REPRESENTATIVE. THE MEETING SHALL INCLUDE THE OWNER, CONSTRUCTION
MANAGER, ARCHITECT, ENGINEER AND DARE COUNTY PLANNING DEPARTMENT IN ORDER TO
IDENTIFY AND MARK SPECIFIC ELEMENTS WHICH ARE TO BE PROTECTED.
2. PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES, EROSION AND
SEDIMENTATION CONTROL MEASURES IDENTIFIED ON THIS PLAN SHALL BE INSTALLED IN
ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS.
3. PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL HAVE THE
APPROPRIATE UNDERGROUND UTILITIES LOCATED.
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 WITHIN AREAS DESIGNATED FOR SELECTIVE
CLEARING MAY BE SPECIFIED AND FLAGGED TO REMAIN.
5. EVERYTHING WITHIN "LIMITS OF DISTURBANCE" SHALL BE CLEARED UNLESS NOTED TO
REMAIN. CONTACT THE ENGINEER IF UNCLEAR. ALL CLEARED AREAS TO BE GRUBBED AND
LEVELED. ALL REMOVAL AND DISPOSAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
AND SHALL BE REMOVED BY THE CONTRACTOR TO AN OFF SITE LOCATION. THE LIMITS OF
LAND DISTURBANCE SHALL BE MAINTAINED AS NOTED UNLESS OTHERWISE APPROVED. 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 CONSTRUCTION ACTIVITIES. ANY SPECIMEN TREES DAMAGED SHALL BE REPLACED IN
KIND.
6. TOPSOIL SHALL BE STRIPPED AND STOCKPILED (AT THE LOCATIONS SHOWN ON THIS PLAN)
FOR ALL AREAS TO BE DISTURBED. EARTHWORK SHALL BE PERFORMED IN A MANNER AS TO
ALLOW FOR RESPREAD OF EXISTING TOPSOIL. CONTRACTOR TO COORDINATE WITH OWNER TO
DETERMINE AREAS WHICH WILL BE SODDED. GRADING SHALL BE PERFORMED TO MAINTAIN
FINAL GRADES AFTER PLACEMENT OF SOD.
7. EXPOSED SIDE SLOPES SHALL BE PLANTED OR PROVIDED WITH TEMPORARY GROUND COVER
SUFFICIENT TO CONTROL EROSION WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OR GRADING, WHICHEVER IS SHORTER. PERMANENT GROUND
COVER MUST BE PROVIDED WITHIN THE SHORTER OF 15 WORKING DAYS OR 90 CALENDAR
DAYS AFTER COMPLETION OF CONSTRUCTION. CONTRACTOR SHALL IRRIGATE AS NECESSARY
TO ESTABLISH GRASS.
8. IF EXCESSIVE WIND EROSION OR STORM WATER RUNOFF DEVELOPS DURING TIME OF
CONSTRUCTION IN ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SAND OR SILT FENCING
SHALL BE INSTALLED AS DIRECTED BY ENGINEER, SEE SILT FENCE DETAIL.
9. SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED
AS NECESSARY.
10. NO BURNING IS PERMITTED ON SITE.
11. NO BORROW PERMITTED FROM THE SITE.
12. ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION ENTRANCE AS DESIGNATED
ON OLD SCHOOLHOUSE ROAD. PARKING OF CONSTRUCTION VEHICLES ALONG THE
RIGHT-OF-WAY OF OLD SCHOOLHOUSE ROAD IS PROHIBITED.
13. EXISTING TOPOGRAPHIC INFORMATION BASED ON THE SURVEY INFORMATION OBTAINED BY
ALBEMARLE AND ASSOCIATES, LTD ON JUNE 10, 2009.
14. CONTRACTOR TO PROVIDE AS -BUILT TOPOGRAPHIC SURVEY OF ENTIRE SITE AT TIME OF
SUBSTANTIAL COMPLETION. INFORMATION REQUIRED INCLUDES CONTOURS AT 1' INTERVALS
DISPLAYED AT 1 "=20' FOR DISTURBED AND UNDISTURBED AREAS.
V. DEII40UMN NOTES
ALL EXISTING IMPROVEMENTS SHOWN WITHIN THE LIMITS OF DISTURBANCE SHALL BE REMOVED
UNLESS SPECIFICALLY NOTED TO REMAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROPER DISPOSAL TO AN OFFSITE LOCATION PROVIDED BY THE CONTRACTOR. THE DEMOLITION
OF THE EXISTING STATION SHALL COMMENCE WITHIN 30 DAYS OF COMPLETION OF THE NEW
STATION.
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CAREFULLY REMOVE ALL ITEMS
SHOWN TO BE RELOCATED. PRIOR TO REMOVAL, ANY CONDITIONS THAT PREVENT SUCH
REMOVAL OR EXISTING DAMAGE TO THE ITEMS SHALL BE REPORTED TO THE OWNER
IMMEDIATELY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ITEMS DAMAGED DURING THE
CONSTRUCTION OF THE PROJECT.
WARM
EXISTING UNDERGROUND UTILITIES SHOWN HAS BEEN TAKEN FROM RECORD
DRAWINGS. EXACT LOCATION OF THESE UTILITIES IS UNKNOWN. LOCATION OF OTHER UNDERGROUND
UTILITIES IS UNKNOWN AND HAS NOT BEEN SHOWN ON THESE DRAWINGS. ALL UNDERGROUND
UTILITIES ENCOUNTERED SHALL IMMEDIATELY BE REPORTED TO THE OWNER.
SEPW SYSiL W A66411DOMBVTNOTES
1. DISCONNECT ALL EXISTING POWER TO THE SYSTEM AT THE SOURCE. - - FINAL
I DRAWING
LJ WIN(
COORDINATE POTENTIAL RE -USE OF EXISTING POWER LINES WITH ELECTRICAL ! /� 11..�//// //// i �.I/
PLANS AND SPECIFICATIONS. 2. OBTAIN AN APPROVED HAULER PUMP TO REMOVE ANY REMAINING LIQUID, -NCT^ ��
SLUDGE, AND SCUM FROM TANKS TO BE ABANDONED/REMOVED. a�
3. REMOVE TANKS AND PROPERLY DISPOSE OF REMAINS AT AN AUTHORIZED
LANDFILL. TANKS SHOWN TOIL BE ABANDONED MAY BE CRUSHED IN PLACE AND /'♦ /�TRj //'♦T,®N
BACKFILLED WITH CLEAN FILL FROM AN APPROVED SOURCE. - - OW SCHOOL (`,/- +(/ U(`/-
4. REMOVE EXISTING DRAINLINES WITHIN DRAINFIELDS SHOWN TO BE REMOVED. ,i5�
REMOVE SURFACE FEATURES WITHIN DRAINFIELDS SHOWN TO BE ABANDONED. -- COORDINATE WITH UTILI R SAW CUT AND REMOVE
- PR9VID EXISTING PAVEMENT aUG 7 2QG9
5. BACKFILLED AREAS SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY. s 5b. EXISTING POWER POLE -
MORE STRINGENT COMPACTION REQUIREMENTS MAY APPLY WITHIN THE PROJECT AND TELEPHONE PEDESTAL -----_ $5q
SPECIFICATIONS. - yng - - - - - - - - - I&AAM CiA
6. UPON COMPLETION OF REMOVAL, BACKFILL, AND COMPACTION, ALL DISTURBED
P
SUFACES SHALL BE COATED WITH HYDRATED LIME (IF EXPOSED TO EFFLUENT)co
AND A VEGETATIVE COVER SHALL BE ESTABLISHED.
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EXISTING BUILDING
I TO REMAIN DURING ❑o CONCRETE MONUMENT FOUND
N/r }} k x ' I Ii CONSTRUCTION OF cnf
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Is, I-` - - - -- - - I h� N EXISTING LIGHT POLE
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'} I EXISTIN BUILDING � I 3I EXISTING POWER POLE
V I TO BE REMOVED
EXISTING GAS VALVE
EXISTING LIGHT POLE TO M
BE REMOVED/RELOCATED O EXISTING TELEPHONE PEDESTAL
1,0t in
g� EXISTING OVERHEAD POWER LINES
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EXISTING SWALE/DITCH
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BE REMOVED WITH DEMOLITION
OF EXISTING STRUCTURE.-_9---- EXISTING CONTOUR
EXISTING TREELINE
W20IRA EXISTING STORM PIPE
EXISTING BUILDING EXISTING BUILDING 9`Po o\A, y '- PROPERT( BOUNDARY
0 BE REMOVED TO BE REMOVED 'PRXISTOPANE
NG U RTO UN �f - - -
:� Y $ PROPANE T K TO RIGHT OF WAY
� $]y I na TANG .REMOVED LOCATED..
d I I I \ �� (COORDI E WITH OWNER) I - � .\`ti�,�'-'� PROPERTY OVERLAP
I oAA� i') FUEL TANK ENCLOSURE
rn rtA PRL1�Rry EXISTING CONCRETE
TO BE REMOVED.
/ TO BE REMOVED
9`�m .0�° I .g FUEL TANK TO �BE
.VbA / I - RELOCATED BY;OTHER
.. .. I.. _ EXISTING PAVEMENT
TO REMAIN
gAP EXISTING PAVEMENT
EXISTING PAVEMENT gA TO BE REMOVED
TO REMAIN..
$0 TOPSOIL _ _ EXISTING GRAVEL
STOCKPILE AREA I I I -
/ (IF NEEDED) I / EXISTING STRUCTURE
- ,.
TO BE REMOVED
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LIMITS OF DISTURBANCE I II INSTALL SILT FENCE IF
I I TOPSOIL IS STOCKPILED
8 M
eF'v�T
NOTE: /�\///\\ N
APPLICABLE AT ALL POINTS OF INGRESS &
EGRESS UNTIL SITE IS STABILIZED,
CHECKS OF THE DEVICE AND
FREQUENT
TIMELY MAINTENANCE MUST BE PROVIDED.
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N07ES
�OPO 50' 1. WASHED STONE (#4 STONE OR 2" TO 3" AGGREGATE).
COMPACTED FILL
?v PAD TO BE 501 X 20'W X 6"D AT A MINIMUM.
WIRE REINFORCED SYNTHETIC
i�
F18RE JUTE MESH FILTER FABRIC
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
IX TRUCKS IS TO BE PROVIDED.
EXTENSION OF FILTER
FABRIC INTO THE TRENCH
20• 3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR
DIRECTION OF FLOW �y
MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
2"-3" COURSE
6" MIN AGGREGATE 4. MUST BE MAINTAINED IN A CONDITIONWHICHWILL
PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
STREETS. PERIODIC TOP DRESSING WITH STONE SHALL
...........i 4
BE NECESSARY.
STEEL POST
•• ti - •Liz - • • -C • i
APFIL I - MAY 16 PEF&t4N 3R BEEDIQ
q \I SPECIES RATE
OD
\\\ � K-31 FESCUE 3 LB/1000 SF
\A Amy _ \ I COMMON BERMUDAGRASS 1 LB/1000 SF
y. �,W � / WINTER RYE GRAIN 3 LB/1000 SF
I o ' NOTE: DELETE RYE GRAIN IF OVERSEEDING ESTABLISHED RYE OR FESCUE.
NOTES: \ \ 6 DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
1. 6' POST SPACING FOR �';.\ \ /
NON -WIRE REINFORCED - \ I Z / SPECIMAYS -JUYIETPHiM6@R®llft
FENCE. 8' POST SPACING - SPECIES RATE
PERMITTED IF FENCE
CONTAINS REINFORCING K-31 FESCUE 3 LB/1000 SF
WIRE. \ / COMMON BERMUDAGRASS
- - -gam � � / 1 LB/1000 SF
2. 4' MINIMUM OVERLAP GERMAN MILLET 3 LB/1000 SF
REQUIRED (ATTACHED AT i- \ 09• .>5. \ J y5
POSTS) WHEN JOINING h \ \ �'7y \ / $ $A� NOTE: DELETE MILLET IF OVERSEEDING ESTABLISHED MILLET OR FESCUE.
SECTIONS OF SILT FENCE. �DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
ATTACHED TO STEEL POSTS
3. SILT FENCE SHALL BE "�� 1 9 4S F 0 - AFC t 79FOAARY SEEDNO
N/f=' \
USING A MINIMUM OF 3 J05EPH LEE WILLIS $fig SPECIES RATE
WIRE OR PLASTIC TIES. ORNAN R WILLIS
LOT- 9 � r K-31 FESCUE 3 LB/1000 SF
SALLIE TILLETT TRACT WINTER RYE GRAIN 5 LB/1000 SF
D.6. 297, P6. 705
' 797 677 513 1125 \ \ 80L AI130MENT8
APPLY
EN10-10-10 FERTILIZER.
B TO SOIL TESTS, OR APPLY 500 L
PERACREOF
IrtLCH
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING
GRAPHIC SCALE
20 0 10 20 40 80 \
(IN FEET)
1 INCH = 20 FT.
11110011
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MATERIAL TO COVER BOTTOM AND SIDES OF SWALES. ANCHOR MATTING
PER MANUFACTURERS RECOMMENDATIONS. HYDROSEEDING IS ALSO AN
ACCEPTABLE METHOD OF TEMPORARY STABILIZATION
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAIR MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING
WITH 50 LB/ ACRE NITROGEN.
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KA 1 MAP
e. TUTS
Ab
1. OWNER: ROANOKE ISLAND VOLUNTEER FIRE DEPARTMENT
PO BOX 1033
MANTEO, NC 27954
2. THE OWNER INTENDS TO CONSTRUCT A 9,100 SF TWO STORY FIRE STATION.
3. THE PROPERTY IS RECORDED IN D.B. 223, PG. 899 AND D.B. 1230, PG. 114
DARE COUNTY PIN# 9797 07 58 3388 AND 9797 07 58 2376
PROPERTY ADDRESS: 323 AND 339 OLD SCHOOLHOUSE ROAD, WANCHESE, NC.
4. SURVEY REFERENCES:
SUBJECT TRACTS:
DB 223 PG 899 & DB 1230 PG 114
OTHER REFERENCES:
DB 237 PG 705 PC G, SL 244
DB 1401 PG 473 DB 36 PG 503
DB 1691 PG 199 DS 93 PG 433
DB 1691 PG 200
5. THE PROPERTY LINES SHOWN ARE BASED UPON THE ABOVE REFERENCED DEEDS, PLATS,
AND FOUND MONUMENTATION. BASED UPON THIS INFORMATION, THERE APPEARS TO BE AN
OVERLAP OF THE SUBJECT PARCELS.
6. THE SITE IS LOCATED IN FIRM ZONE X, FIRM MAP NUMBER 3720979700J,
EFFECTIVE DATE SEPTEMBER 20, 2006. (SUBJECT TO CHANGE BY FEMA)
7. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE SPECIFIED.
ELEVATIONS SHOWN ARE HEREON PER NAVD88.
8. AREAS SHOWN ARE BY COORDINATE METHOD.
9. THE PROPERTY IS ZONED WANCHESE VILLAGE RESIDENTIAL. THE FIRE STATION EXISTED
PRIOR TO THE ADOPTION OF THE WANCHESE ZONING MAP IN MARCH 2O06 AND THE
REPLACEMENT OF THE FIRE STATION IS SUBJECT TO ADMINISTRATIVE RENEW BY THE
PLANNING DEPARTMENT STAFF.
10. MINIMUM BUILDING SETBACKS:
FRONT - 25'
REAR - 20'
SIDES - 10'
11. AREA TO BE DISTURBED: 1.10 ACRES
12. EXISTING COVERAGE IS AS FOLLOWS:
EAST LOT WEST LOT MAL
(EX. STATION)
LOT AREA: 22,826.8 SF 32,247.3 SF 55,074.1 SF
BUILDINGS: 3,135.4 SF 1,204.0 SF 4,339.4 SF
PAVEMENT: 8,685.4 SF 1,406.8 SF 10,092.2 SF
(51.8%) (8.1 %) (26.2%)
PAVEMENT TO REMAIN 3,865 SF
PROPOSED BUILDING: 6,500 SF
FUTURE EXPANSION: 1,300 SF
CONCRETE SIDEWALK: 48 SF
PROPOSED PAVEMENT: 17,662 SF
FUTURE PAVEMENT: 1,924 SF
PROPOSED COVERAGE: 31,299 SF (56.8%)
4WTORMWATER WILL BE COLLECTED VIA SHEET FLOW TO A COLLECTION SYSTEM AND
ONVEYED TO AN INFILTRATION AREA.
14. BUILDING HEIGHT SHALL NOT EXCEED 40'.
1'-0"x1'-6"x.080" ALUMINUM HANDICAP
PARKING SIGN. SIGN TO READ
"RESERVED PARKING" WITH
IDENTIFICATION SYMBOL, BOLTED TO
STEEL TUBE WITH 3/8" CADMIUM
PLATED BOLTS, NUTS AND WASHERS.
CORNER RADIUS: 1-1/2" (TYPICAL) -
4"x4" TREATED POST
NOTES:
1. REGARDLESS OF AGE, ALL ACCESSIBLE SPACES
SHALL BE IDENTIFIED BY ABOVEGROUND SIGNS
ONLY (SEE N.C.G.S.)
2. NEW SPACES SHALL NOT USE GROUND -PAINTED
SYMBOLS.
3. ACCESSIBLE SPACES ARE REQUIRED TO BE STRIPED
OFF ONLY; BLUE COLORING IS NOT NECESSARY
NOT REQUIRED.
4. STRIPING IS WHITE ON DARK PAVEMENT; BLACK
ON LIGHT PAVEMENT. (N.C.D.O.T.)
5. CONDITION 1: PEDESTRIAN PATH DOES NOT PASS
UNDER OR AROUND SIGN. CONDITION 2:
PEDESTRIAN PATH GOES BY, UNDER, OR AROUND
SIGN.
6. STANDARD SIGN COLORS: BACKGROUND - WHITE,
LETTERING/BORDER - GREEN, FIGURE - WHITE ON
BLUE FIELD.
HAAMAPPED PAN30 SM DETAL
NTS
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2' MIN.
6" MIN. FREEBOARD
TO TOP OF BERM
SEED & STABILIZE
NATIVE FILL
1. BASIN GRADING SHALL BE PERFORMED AND PROTECTED, LIMITING COMPACTION FROM
CONSTRUCTION EQUIPMENT AND OTHER SOURCES AS MUCH AS POSSIBLE.
2. UPON COMPLETION OF BASIN GRADING, THE LIMITS SHALL BE PROTECTED FROM
RUNOFF OF SILT AND OTHER MATERIAL.
3. IN THE EVENT RUNOFF TO BASIN IS NOT PREVENTED, THE ENTIRE BASIN SHALL BE
TILLED TO RESTORE INFILTRATIVE CAPABILITIES.
4. STABILIZATION OF BASIN SHALL BE PERFORMED AS SOON AS POSSIBLE. IF BASIN
BECOMES FLOODED PRIOR TO ESTABLISHMENT OF GRASS, IT SHALL BE RE -SEEDED
UNTIL GRASS IS ESTABLISHED.
5. DO NOT PLACE SOD ALONG BOTTOM OF BASIN UNLESS APPROVED BY THE ENGINEER.
5 7/8-
NTS
5" .1' 11-6^
1-1
PAVEMENT
(SEE DETAIL)
- - FINAL DRAWING
NOT FOR
«D SChOoLhtXISE ROAD CONSTRUCTION
. FUTURE PAVEMENT ..
" s•:•.r: p // I r r r
�- S68'1 • '_
2"R 6" I
1. THE DESIGN FLOW FOR THE SYSTEM IS 240 GPD.
12"
2. A 1,000 GALLON SEPTIC TANK (MINIMUM) WITH EFFLUENT FILTER AND A MINIMUM OF 150
LF OF GRAVITY DRAINFIELD (BED SYSTEM) WILL BE PROVIDED FOR EACH SYSTEM. A LOADING
OF 0.8 GPD/SF HAS BEEN APPLIED.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL NOTIFY ULOCO PRIOR TO �\�\\��\�/\/// CONCRETE
CONSTRUCTION (2 WORKING DAYS).
4. HORIZONTAL AND VERTICAL ORIENTATION OF EXISTING UNDERGROUND UTILITIES ARE NOT 3TAADAfD C AAD GUTTBi
GUARANTEED. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES NTS
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
ASPHALT SURFACE COARSE
5. THE CONTRACTOR SHALL SUBMIT A LIST OF MATERIALS FOR APPROVAL TO THE ENGINEER NCDOT 5-9.58
PRIOR TO COMMENCEMENT OF CONSTRUCTION, IF REQUIRED. \\
6. ROUTINE INSPECTIONS DURING CONSTRUCTION WILL BE PROVIDED BY THE ENGINEER AND ASPHALT INTERMEDIATE COURSE \\
DARE CO. HEALTH DEPARTMENT. THESE INSPECTIONS DO NOT RELIEVE THE CONTRACTOR 2^ NCDOT I-19.06
FROM HIS OBLIGATION AND RESPONSIBILITY FOR CONSTRUCTING THE SYSTEM IN STRICT 3"
i
0
Pi- 2s'
25C ....-.;-
m
PROPOSED
HANDICAPPED
PARKING SIGN
PROPOSED TWO STORY
BUILDING ON
CONCRETE SLAB
F.F.E. = 10.7'
/
1,000 GALLON
SEPTIC TANK
WRH FILTER
3.5'
I'
n
M W�
� 450 SF BED SYSTEM
cnV (5 - 30' LINES O 3' OM
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ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, IF REQUIRED.
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7. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES,
HE SHALL ERECT AND
AGGREGATE BASE COURSE
NCDOT TYPE A' (100% COMPACTION,
t \
REGULATIONS AND ORDERS OF ANY AGENCY HAVING JURISDICTION.
MAINTAIN, AS REQUIRED BY THE CONDITIONS AND PROGRESS OF THE WORK, ALL
8"
AASHTO T180)Oft
NECESSARY SAFEGUARDS FOR SAFETY AND PROTECTION.
TOP SUBGRADE, (100%
8. A TEMPORARY BENCHMARK (TBM) WILL BE PLACED IN AN APPROPRIATE LOCATION FOR USE
TO INSTALLING ANY COMPONENTS, THE CONTRACTOR//\/\\\��\\/�\\/��\\/�\\/�\\/�
y
A
/\/\/\/\/\/\/\/\\/\/\/ COMPACTION, AASHTO T99)
\
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IN SEPTIC SYSTEM INSTALLATION. PRIOR
SHALL VERIFY THE LOCATION AND ELEVATION OF THE TBM.
\
9. NO MODIFICATIONS TO THIS PLAN SHALL BE MADE WITHOUT THE PRIOR APPROVAL OF THE
NOTE: CONFIRM ASPHALT PAVEMENT
\
\
ENGINEER AND LOCAL HEALTH DEPARTMENT. ANY FIELD CHANGES TO THE PLANS SHALL BE
THICKNESS WITH GEOTECHNICAL REPORT.
N44p9 \
APPROVED BY THE ENGINEER AND COUNTY HEALTH DEPARTMENT AND SHALL BE
hEAVY DM PAWlQ DETAL
\
ACCURATELY INDICATED ON THE AS -BUILT DRAWINGS.
NTS'.
10. ALL MANHOLE RISERS SHALL BE PRECAST CONCRETE, WATERTIGHT, CONFORM TO NORTH
CAROLINA CODE 15A NCAC 1BA-1954 AND BROUGHT TO FINISHED GRADE BY CONTRACTOR,
UNLESS OTHERWISE NOTED.
11. ALL GRAVITY SEWER BENDS 45' OR GREATER SHALL BE FITTED WITH A CLEAN -OUT. FILTER FABRIC
TREVIRA SPUNBOND 1112
12, ALL SEPTIC COMPONENTS SHALL BE LOCATED A MINIMUM OF TEN FEET FROM EXISTING AND OR AMOCO 2090 PROPOSED GRADE (10.0' TO 95)
PROPOSED WATERLINES.\\/
6" MIN. NATIVE FILL
13. ALL COMPONENTS OF THE SYSTEM SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH 12" MAX MATERIAL \\ \\i;\ \\
THE CONTRACT DRAWINGS, SPECIFICATIONS, AND THESE PLANS. AFTER TESTING IS
COMPLETED AND ALL COMPONENTS OF THE WASTEWATER SYSTEM ARE ACCEPTED BY THE 2' n P x v `e w
OWNER, THE CONTRACTOR SHALL SUBMIT AS -BUILT DRAWINGS TO DARE COUNTY HEALTH
DEPARTMENT ANY DISCREPANCIES NOTED DURING INSPECTION OF THE AS -BUILT FACILITIES / 4" ASTM F405 GRAVITY
SHALL BE CORRECTED BY THE CONTRACTOR WITHIN 30 DAYS IF NECESSARY. x x,r RAINLINE
12" 1 j� CLEAN WASHED #5
14. ALL DISTURBED SOIL SHALL BE STABILIZED AS SOON AS POSSIBLE BY GRADING AND T r GRANITE AGGREGATE
SEEDING. s< s 6" MIN.
15. THE CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO A CONDITION EQUAL TO OR BOTTOM OF ROCK = 8.0'
BETTER THAN THOSE EXISTING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE
OWNER RESERVES THE RIGHT TO STOP WORK IF AND WHEN, IN THE SOLE OPINION OF THE
OWNER, CLEANUP, RESTORATION OR PUBLIC SAFETY ARE NOT BEING PERFORMED IN F-- 18" 36" 36" 18"
ACCORDANCE WITH THE CONTRACT DOCUMENTS.
NTS
EXISTING OR PROPOSED
ASPHALT PAVEMENT
74
N/F nN�
J05EPt1 LEE WILLIS
GRNAN R WILLIS
LOT 3
SA -LIE TILLETT TRACT
126. 297, Pa. 705
9797 07 58 1125
18" 18"
1"/FT 1"/FT
NEATLY SAW -CUT
WHERE APPLICABLE
VALLEY GUTTER DETAL
NTS
?Q
N/P
WANG1156E GOMMLNITY CENTER
D$. 95, P6. 4"
M$. 21 Pa. II
9797 07 55 4295
EXISTING FIRE STATION TO
REMAIN DURING CONSTRUCTION
OF NEW FIRE STATION
APPROXIMA
LOCATM Or
I
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I
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UTURE EXPANSION
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CLMdNITY CENTER
PARK. ,rPOR
N68728'25"W 111.23'
GRAPHIC SCALE
20 0
10
20 40
80
(IN FEET)
1 INCH = 20 FT.
Yy �
6" PSI \ X\
CONCRETE
\ k\X \
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LEC990
CONCRETE MONUMENT FOUND
qPF
IRON PIPE FOUND
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EXISTING LIGHT POLE
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EXISTING GAS VALVE
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EXISTING TELEPHONE PEDESTAL
EXISTING OVERHEAD POWER LINES
- - -
EXISTING SWALE/DITCH
EXISTING TREELINE
#ffilal
EXISTING STORM PIPE
EXISTING CONCRETE
EXISTING PAVEMENT
EXISTING GRAVEL
NEW ASPHALT PAVEMENT
FUTURE ASPHALT PAVEMENT
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I C201 I

GRADMI N071A
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 THE EROSION CONTROL PLAN.
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. PRIOR TO FILLING THE SITE, THE CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL IN
ACCORDANCE WITH GEOTECHNICAL REPORTS AT THE LOCATION INDICATED. 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, WELL GRADED SAND. FILL LOCATED
BENEATH PAVEMENT SHALL BE COMPACTED PER GEOTECHNICAL REPORT. TOPSOIL
STOCKPILED CAN BE USED ON SITE FOR RESPREAD UPON COMPLETION OF FILL.
5. LIMITS OF SLOPES AND GRADING SHALL BE IN ACCORDANCE WITH THE LIMITS SHOWN
HEREON.
6. EXISTING TOPOGRAPHY HAS BEEN PROVIDED BY SURVEY PERFORMED BY ALBEMARLE &
ASSOCIATES, LTD., AND IS BASED UPON NAVD 1988. PROPOSED ELEVATIONS ARE BASED
UPON NAVD 1988.
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT NC ONE CALL (800-632-4949) TO
LOCATE UNDERGROUND UTILITIES.
2. ALL STORM SEWERS SHALL BE PLACED IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS. RCP SHALL BE REINFORCED CONCRETE PIPE WITH GASKETS. CMP SHALL BE
CORRUGATED ALUMINUM PIPE.
3. DROP INLETS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED PER NCDOT 840.
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. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUPPLY A CERTIFIED AS -BUILT
SURVEY. THE SURVEY SHALL INCLUDE ALL SITE IMPROVEMENTS AND STORMWATER MANAGEMENT
FEATURES WITH ELEVATIONS.
18" CURB & GUTTER
W/ FLARE TO MATCH
GRATE
Y
Y PLAN
TRAFFIC RATED PRECAST RIM ELEVATION -
REINFORCED LID FRAME GRATE & HOOD
(COORDINATE OPENING NCDOT 840.03
WITH NCDOT 840.02
°< CONC.° CURB °a PA
8"
VARIES -
VARIES
4.
-
0
(SEE PLANS)
6"
(TYP) INV. ELEVATION
6"
°. .°
TRAFFIC RA1
REII
FRAME SHALL BE B
IF LOCATED IN SIDEWALK OR
PATHWAY. COORDINATE OPENING
WITH NCDOT 840.14.
SECTION X-X
Y
Y PLAN
VARIES
VARIES
0
(SEE PLANS)
6"
(T,p) °.
6"
6" °
:o
SECTION X-X
r • r •
•• • •AFqA
8T0117MWA7ER AIMUIOMOVEAI/ANTEMNCE 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
STORMWATER MANAGEMENT POND FOR EROSION, TRASH ACCUMULATION, VEGETATIVE COVER, AND
GENERAL CONDITION. ALSO INSPECT THE INFLOW STRUCTURES, OUTLET STRUCTURE, 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, REMOVE TRASH AS NEEDED.
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
PLAWINSPECT 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 STORMWATER MANAGEMENT INFILTRATION BASIN OPERATION AND MAINTENANCE
AGREEMENT FOR REQUIRED MAINTENANCE OF THE INFILTRATION BASIN.
OUT TO
INFILTRATION
PLAN VIEW BASIN
DOUBLE FRAME
r- 4" /- AND GRATE
° NCDOT PRECAST DRAINAGE
° < STRUCTURE (NCDOT 840.45)
2'-0" 6"
MIN. (TYP)
SECTION Y-Y
1. USE 4,000 PSI CLASS CONCRETE THROUGHOUT WITH REINFORCEMENT PER
NCDOT 840.45. STRUCTURE SHALL COMPLY WITH ASTM C913
2. PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 16" ON CENTER.
USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
3. MAXIMUM DEPTH IS LIMITED TO 10' FOR WAFFLE BOXES.
4. CONSTRUCT WITH PIPE INVERTS AS INDICATED ON PLANS.
5. REFER TO NCDOT STD. DWG. 840.02 AND 840.14 FOR BOX DIMENSIONS.
6. PROTECT DRAINAGE INLETS FROM SEDIMENTATION USING SILT FENCE UNTIL
STABILIZATION IS COMPLETE.
- RIM ELEVATION -
STD. 840.16 FRAME
& GRATE
SEE PLANS
C • - 11z
4 e .
VARIES
SECTION Y-Y
NCDOT PRECAST DRAINAGE
STRUCTURE (NCDOT 840.45)
6" PLACE NCDOT CLASS I
(TYP) (12" MAX DIAMETER)
RIP -RAP (18" DEPTH)
=X OVER FILTER FABRIC
OUTLET PIPE
FINAL DRAWING
INOT-FOR
- V
°E° Rom, Ro.4D CONSTRUCTION
g GRADE SWALE TO
b\DETAIL)
Fib IXISRNG SWALE S Emmci DETAILFlLTER
'.. b � 7CH EXISTING ( �
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PRECAST JUNCTIOTt X (2'z2' D.) " `•• / WANIGYESE C0NMMITY OQJTER
W/ PRE NCRETE 4M • .. `I A I D.B. 93, PC7. 4"
( INV 7.MR (S) :` V? / / / 9� 9�5 9797 07 515 4295
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N/F
J05WH LEE WILLIS
ORNAN R WILLIS
D.P. 1,401, PC,. 476
9797 07 55 0477
I .@Ji ^ FAW DRAW MANIFOLD /l 9A I ,• - APH+OiQMTE LEWD
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IRON ROD FOUND
•$ I
PROPOSED TWO STORY /
-
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EXISTING LIGHT POLE
BUILDING ON
CONCRETE SLAB
F.F.E. 7¢T
.g.:�.
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(
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EXISTING POWER POLE
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EXISTING TELEPHONE PEDESTAL
0
1,000 GALLON
• SEPTIC TANK / ^
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ROOF DRAIN MANIFOLD 1
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EXISTING OVERHEAD POWER LINES
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WITH FlLTER
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EXISTING GRAVEL
9 MATCH EXISTING L
EXISTING SPOT ELEVATION n^j. 4 z
1It1z I# 1s' CMP \ * _,. PROPOSED SPOT ELEVATION z
,..«z,.,. POFRON OF CMP TQ '. ` O
' I BE ENCASED IN FLOW LE DRAINAGE AREA DELINEATION
FEs
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AREA ShV® RRN RfOR SE
.PARICNS AM!IFSiZ_
N6825-25"W 111.23' .. .. W O a 1 IN �o I m°< I \ $ Lu O
Jil I Li Li
MINIMUM VOLUME = 3,450 CF c c I _ _ _ I gI I I �. J v) _
<
m SEE SHEET C201 FOR u ° I /
INFILTRATION BASIN DETAIL I /' / / GRAPHIC SCALE Q O O
0 10 20 40 80 O o
zza�_
10I\ (IN FEET) Q Q" M
ill Q 9D 95� I 1 1 INCH = 20 FT. M
Z
yy �o / APRILI-MAY0PEWM9ir�10
p ) SPECIES RATE r z K-31 FESCUE 3 LB/1000 SF O M
COMMON BERMUDAGRASS 1 LB/1000 SF
WINTER RYE GRAIN 3 LB/1000 SF N
_-
- / MAY � W W!q w
9
5- �/ SPECIES RATE � Z
K-31 FESCUE 3 LB/1000 SF 3
\ / '$A COMMON BERMUDAGRASS 1 LB/1000 SF
qy \ 20
YEL WITH N/f=
/ERT W6ff'H LEE WILLIS \ $�
ORNAN R WILLIS
LOT
SALE TILIFTT TRACT
D$. 297, PO. 705
9797 07 55 1125 ;
Y_ 4 ' "D" '1
"D" = PIPE DIAMETER
STOW SEWER OUTLET (SNERGY
Df85FA7M/87LLW a4SN DETAL
2I1o:
f
I8.0' 8.0' �
LINE FILTER SLOPE AND \ x\
INVERT WITH SOD AND
IRRIGATE TO ESTABLISH \ �
NTS \ \
0
AIK:BF 16 - APF{L 11 TBLPORAFiY 8EEDWIfi � v>
SPECIES RATE N
N
K-31 FESCUE 3 LB/1000 SF 0 OD
WINTER RYE GRAIN 5 LB/1000 SF
WL AMT30AI@IP8 w w
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 500 ; v
LB PER ACRE OF 10-10-10 FERTILIZER. vi _
011ni O I a 10 1 m
MULCH SCALE:
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 20
ACCEPTABLE METHOD OF TEMPORARY STABILIZATION
MANTENANCE
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT C301
AND REPAIR MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING WITH
50 LB/ ACRE NITROGEN.
I
NO. 7W