SW7130802_APPROVED PLANS_20130923

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW ���
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
O�G✓D���i
YYYYMMDD

SHEET INDEX
i SITE & UTILITY PLAN
2 EX. CONDITIONS / DEMOLITION PLAN
3 GRADING & DRAINAGE PLAN
4 LANDSCAPING PLAN
5 LIGHTING PLAN
6 SOIL EROSION & SEDIMENT CONTROL PLAN
7 SITE DETAILS
S UTILITY DETAILS
q GRADING & DRAINAGE DETAILS
�- NIP
PACOLET MILLIKEN BVTEIRPR15E5, INC
105 CORPORATE DR 5TF A
5PARTAAMP6, 5C 29303
DE. 1927, P6. 125
P.C. 6, a. 132
PIN.9693-13-03-4I50
5' UTILITY EASEMENT
F+� (P.C. E, 5L. 662)-\ _ _ J� -1'soo
_ _ --_ _ _ - -- _--_-- /,p>T
3,3�}
klov
-L__I-_
_ IO M85L 40'
\ / 4 LINES O 40 FT: EA
9 FT. O.C.
;at% \ \ SEPTIC
DRAINFlELD AREA M UNIT l9 I UNIT 20
1000 GALLON
I _f I / \ SEPTIC TANK
SLEEVE ALL PORTIONS
OF WATERLINE THAT
PASS WITHIN 10' OF
PROPOSED 2' I WASTEWATER SYSTEM ,\\ �r�• •`��\ / -7 N
WATER SERVICE
W
2'& -HEAT PUMP \
PLATFORM \
.i II ... COORDINATE WITH OWNER;. .
SIZE. TYPE'& LOCATION. OFN'P
'EXITING WATER SERVICE PRIOR t0
TO.CONNECTION
94.SQ.FT. .11\
LANDSCAPE
AREA_'.'
SAWCUT EXISTING CURB "&.
NOTES•
GUTTER AND" REPLACE
1. PROPERTY OWNER/ADDRESS: OCEAN • COMMERCE PARK. L-C.
MATH MOUNTABLE CURB-
5214 HIGHAM DR.
(SEE'DETAIL).
ALEXANDRIA, VA 22310
& .\`
BRIAN J. MCDONALD
175 SQ.FT."
P.O. BOX 632 `;
LANDSCAPE-�
NAGS HEAD, INC 27959
AREA
APPLICANT: 7HOMAS G. HADDON, IV
��.
-
'
157 W. WATERSIDE LANE
NAGS HEAD, NC 27959
2. SITE ADDRESS: 20G4 S. CROATAN HWY.
KILL DEVIL HILLS, NC 27946
&
701 W. FRESH POND DRIVE
-
-_
KILL DEVIL HILLS, NC 27948
3. PIN NUMBER: 9893-13-03-3255 & 9883-16-92-6821
PARCELID NUMBER: 029854000 & 004917000
4. ZONE LIGHT INDUSTRIAL (U-1)
S. PROJECT SCOPE THIS PLAN PROPOSES A 14,400 SQ.FT. BUILDING ADDITION AND ASSOCIATED IMPROVEMENTS
WITH A TOTAL GROSS FLOOR AREA OF 54XOO SO -FT. WAREHOUSE, INDUSTRIAL COMPLEX. PROPOSED TURFSTONE
IMPROVEMENTS ARE SHOWN REQUIRING APPROVAL OF A TEXT AMENDMENT BEING SUBMITTED CONCURRENTLY. IN
THE -EVENT THAT THE TEXT AMENDMENT IS NOT APPROVED, THOSE PROPOSED TURFSTONE IMPROVEMENTS
SHALL BE REMOVED FROM THE PROJECT.
6. RECORDED REFERENCE: D.B. 1711, PG. 282; 702, PG. 269 & D.B. 795. PG. 614; M.B. 3. PG. 4
7. A RECOMBINATION PLAT SHALL BE EXECUTED AND RECORDED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT
THIS IS NOT A BOUNDARY SURVEYS SEE RECOMBINATION PLAT BY QUIBLE & ASSOCIATES, P.C. UNDER
SEPARATE COVER (NOT RECORDED AT THE TIME OF THIS PLAN).
8. TOPOGRAPHIC INFORMATION ON THIS PLAN PROVIDED BY QUISLE & ASSOCIATES, P.C. (SURVEYED ON 6/18/13)
AND REFERENCE NAVD 1988.
9.1 PROPERTY IS LOCATED IN FIRM ZONE X (0.2X)
COMMUNITY PANEL 3720989300J DATED 09/20/2006 & 3720988300J DATED 09/20/2006.
FIRM ZONES SUBJECT TO CHANGES BY FEMA.
10. TOTAL PROJECT AREA: 198,364 sgft / 4.55 acres
11. COVERAGES,
PROPOSED COVERAGE (EXCLUDING TEXT A_MENDMENTY•
EXISTING COVERAGE..................................................................92,955.3 SQ.FT.
CONCRETE WALKS & DUMPS70 PADS & RIBBONS .................. MO SQ.FT.
ASPHALT PARKING & DRIVE...................................................17,491.5 SQ.FT.
BUILDING ............................................ ...
478.0 SQ.FT.
TURFSTONEPARKING................................................................. 5,312.1 SQ.FT.
(REMOVE TEXT AMENDMENT AREA)............................................(-)2,175.0 SQ.FT.
TOTAL COVERAGE..................................................................... 128,895.9 SQ.FT. (64.9W0
ALLOWED COVERAGE........ 128,936.6 SQ.FT. 65.00X)
PROPOSED COVERAGE (PENDING TEXT AMENDMENT AopROVA[a.
EXISTING COVERAGE.................................................................. 92,955.3 SQ.FT.
CONCRETE WALKS & DUMPSTER PADS & RIBBONS .................. 834.0 SQ.FT.
ASPHALT PARKING & DRIVE.......................................................17,491.5 SQ.FT.
BUILDING..................................................................................... 14,478,0 SQ.FT.
TURFSTONE PARKING ........................................................2,124.8 SQ.FT'
(*TEXT AMENDMENT 60% REDUCTION - 5,312.1 X 0.4 - 2,124.8 SOST.)
Y TOTAL COVERAGE WITH TURFSTONE REDUCTION ...................... 127.885.5 SQ.FT. - 54.47% (85X MAX)
TOTAL COVERAGE WITHOUT TURFSTONE REDUCTION ................ 131,070.9 SQ.FT. - 66.08X (75X MAX)
12. SETBACKS: REQUIRED.
L FRONT, 30'
SIDE 10'
* REAR: 5'
'- SETBACKS SHOWN ARE PER TOWN OF KILL DEVIL HILLS AND DO NOT REFLECT ANY RESTRICTIVE COVENANTS
THAT MAY EXIST.
' 11. PARKING:
WAREHOUSE, INDUSTRIAL COMPLEX
� PARKING REWIRED - 104 SPACES
(SEE PARKING TABLE UNDER SEPARATE COVER)
n PARKING PROVIDED - 134 SPACES
(102 EXISTING SPACES + 32 PROPOSED SPACES)
TEXT AMENDMENT PARKING PROPOSED - 142 SPACES)
(102 EXISTING SPACES + 40 PROPOSED SPACES)
o. ADA SPACES PROVIDED - 7 SPACES
o (2 EXISTING VAN ACCESSIBLE SPACES, 3 EXISTING NON -VAN ACCESSIBLE SPACES AND 2 PROPOSED VAN
ACCESSIBLE SPACES.)
i
12. WATER SUPPLY PER TOWN OF KILL DEVIL HILLS. WATER CONNECTION MUST BE MADE IN ACCORDANCE WITH
TOWN OF KILL DEVIL HILLS SPECIFICATIONS BY A LICENSED WATER UTILITY CONTRACTOR. NOTIFY TOWN PRIOR
i TO INSTALLATION.
' 13. ENSURE THAT THERE ARE NO OVERHEAD UTILITIES OR OBSTRUCTIONS ABOVE OR AROUND THE DUMPSTER SITE
i
N+F
RDDY ICE CORPORATION
6750 NORTH CENTRAL EXPRZ75_9'(AY
DALLA5, TX 75231
D.B. 022, P5. 212
P.C. E, a. 662
PIN: 9893-15.02-0644
PROPOSED
UNIT 21
PROPOSED
UNIT 22
Q
WAREHOUSE
WAREHOUSE
m
COORDINATE
''(T
(0
WATER & SEWER
1�755
CONNECTIONS
ADA VAN
NTH BUILDING
ACCESSIBLE SIGNS
_ PLANS
(ATTACHED TO
BEFORE YOU DIG I
CALL TOLL FREE
1-800-632-4949
NORTH CAROUNA
ONE CALL
5`C0N&. WALK.. ,.
DAL70N M. PCB, JR.
P.O. X I"
KIT;'Y H� NG 29-1
1+.8. l P6.257.
P.C. , a. 4
PIN, g663-16-Q3-6042
F+
o �r VXV HEAT PUMP PLATFORM
3�l
PROPOSED
UNIT 23
3600 sq.ft. OFFICE (FIRST FLOOR)
3600 sq.ft. WAREHOUSE (SECOND FLOOR)
�..'.T ...�
11EGEN
EXISTING ASPHALT PAVEMENT
O•
EX. IRON ROD
'
El'
EX. CONC. MON.
PROPOSED RIP -RAP
0
EX. PK NAIL
PROPOSED CONCRETE
EX. FENCE POST
'
>
PROPOSED ASPHALT
•
SET IRON ROD
PROPOSED TURFSTONE
•
CALCULATED POINT
C'ob
Ex. unurr POLE
PROPOSED TURFSTONE
�-
(SUBJECT TO TEXT
EX. FIRE HYDRANT
L©
AMENDMENT APPROVAL)
t
EX. WATER METER
_
PROPOSED LANDSCAPE AREAS
�
117
EX. TELEPHONE PED
UTILITY POLE AND OVERHEAD
'
LINES TO BE RELOCATED
(COORDINATE WITH APPROPRIATE
30.0TYP. r A UTILITY COMPANY)
10.0' 10.0' 3�>�
TYP. 9
120.0'
PROPOSED
UNIT 24
5200 sq.ft. WAREHOUSE
2000 sq.ft. FABRICATION
WALK. 340.0- .
NOTE.
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXIS17HO UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
_ NOTICE TO PROCEED. Li
NOTES (CONTINUED):
13. ALL UTILITIES TO BE PLACED UNDERGROUND UNLESS OTHERWISE NOTED
14. LANDSCAPING TO BE IN ACCORDANCE WITH SECTION 153.073 & APPENDIX A
NEW DEVELOPMENT INTERIOR LANDSCAPING
1 TREE PER 10 PARKING SPACES (40 SPACES) 4 TREES REQUIRED (4 TREES PROVIDED)
REQUIRED INTERIOR LANDSCAPING - 10X OF PARKING & DRIVE AREAS - (23.138 SQ.FT PARKING & DRIVE AREA) - 2.313.8 SQ.FT.
LANDSCAPING REQUIRED
2.369.3 SQ.FT. INTERIOR LANDSCAPING AREA PROVIDED
15. SITE LIGHTING SHALL BE IN ACCORDANCE WITH 153.074 OF THE TOWN OF KILL DEVIL HILLS ORDINANCE.
16. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL PROPERTY MONUMENTS DURING CONSTRUCTION.
DISTURBED OR REMOVED PROPERTY MONUMENTS SHALL BE REPLACED BY A NORTH CAROLINA LICENSED PROFESSIONAL LAND
SURVEYOR.
17. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE DRAWINGS, APPLICABLE TOWN OF KILL DEVIL HILLS CODES AND
ORDINANCES, AND NCDENR DIVISION OF WATER QUALITY REGULATIONS.
18. THE LOCATION, DIMENSIONS, AND ELEVATION OF EXISTING OF EXISTING STRUCTURES, PIPING, AND UTIUTES SHOWN ARE BASED ON
THE BEST AVAILABLE DATA AND ARE APPROXIMATE THE CONTRACTOR SHALL VERIFY ALL DATA IN THE FIELD PRIOR TO
CONSTRUCTION TO HIS/HER OWN SATISFACTION. THE CONTRACTOR SHALL PERFORM ANY TEST PIT WORK OR PROVIDE LOCATION
SERVICES AS REQUIRED TO AVOID CONFLICTS WITH EXISTING UTILITIES. CONTACT NORTH CAROLINA ONE -CALL AT, TELEPHONE NO.
1-800-632-4949. 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION TO HAVE UTILITIES MARKED.
19. THE CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO EXISTING FEATURES AS NECESSARY.
20. THE CONTRACTOR SHALL SEAL THE EDGE OF EXISTING ASPHALT PAVEMENT WITH TACK COAT IN ACCORDANCE WITH THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS WHERE NEW PAVEMENT JOINS EXISTING PAVEMENT.
21. ALL PAVEMENT JOINTS SHALL BE SAW -CUT PRIOR TO PAVING TO PROVIDE A DURABLE AND UNIFORM JOINT.
22. PROOF ROLL ALL NEW PAVED AREAS. NOTIFY OWNER AND ENGINEER OF ANY UNACCEPTABLE AREAS.
N,f
OBX PROPT317Y 6ROUP, LLC
P.O. BOX 2406
KILL DEVIL HILLS, M5 27 146
DD 16N,, P6, 166
MD. 3, P6. 4
PIN: 9663-I6-42-7944
I WF
JOW A MACKO t CAROLYN K MACKO
l39 5tW15E LANE
KILL DEVIL H1LL5, HC 17946
Da 1367 R5 40
P.C. 6, a. 19
PIN: 9663-I6-92-7440
AF ,WX. LOCATION OF EX.
�72q,
NATEP-.LINE (LCFITPACYCR TD
FIEL ✓
VERIF'r' 6,i� DIFE
._.----.m
NTH
ANC w z.4PON
5 54° 29' 0' {N
-- .125.40'
PEIZE POST
L
MB51'
I
1
PROPOSED
STORMWATER
INFILTRATION BASIN
��
3
WESTERN 10' OF
TOP 9 11.5'
STORAGE 0 11.0'
t
ii�ii. FUTURE FIRE
(
I
TURFSTONE AREA
BOTTOM 4 10.0'
�u
E & RPZ
,
SUBJECT TO TEXT
APPROVAL PROPOSED 20'
UTILITY
EASEMENT-
1
-AMENDMENT
-
- -
-- -� - - -
- - - -
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III __
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N.T.S.
- -
- - - - - - - - - - - -
- -
4.67X15.0' CONS. DUMPSTER
f
IL1
I
PAD W/ ENCLOSURE
350 SQ FT
LAN CAAPE
RE
TCIWJ OF KILL DEVIL HILLS
\
1
PA. BOX 1719
KILL DEVIL HILLS, NC 27448
II o IP
P/N, 9883-20-8/ 1903
s=`=:rm.lkd�.wMTuJ.'rdYrf4'v1,IVP,�.. `-
MAINTAIN & PROTECT
10'X20' SIGHT
TRIANGLE (TYP.)
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EXISTING VEGETATION
W W
2
- - - _
PROPOSED
6' PVC C-900
HYDRANT LEG
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j1
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tiI
9
I�
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K
15' _
1 .x., ... �,. L..n., pppp
6' CONC. CURB
WASTEWATER SYSTEAd NOTES: °
1. CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING UNDERGROUND UTILITIES IN AREAS OF WORK PRIOR TO ANY WORK. PROVIDE j. �� i .T > 1EITISiIIVu�l lfl'`fuil4
ADEQUATE MEANS OF SUPPORT AND PROTECTION IF UTILITIES ARE TO REMAIN IN PLACE.---
L+("��a
2.
REMOVE TREES, GRASSES, SHRUBS AND OTHER VEGETATION, IMPROVEMENTS OR OBSTRUCTIONS INTERFERING VATH INSTALLATION OF
- u�'. ;, a
� � I � I �I
NEW CONSTRUCTION UNLESS NOTED OTHERWISE.
I l
3.
NEW WASTEWATER SYSTEM DESIGN PARAMETERS:
�' f ". dY.M. _ _
I
- TAPER CONC.' CURB - 'TAPER CONC. CURB
.
DESIGN FLOW: 19 EMPLOVS O 25 GALLONS PER DAY (GPD) PER EMPLOYEE -. 475 GPD
- A FRE5H POND PR_
TOTAL = 475 GPD
_
30
-R/lN N54.20,00,E
ACTIVE SYSTEM: CONVENTIONAL TRENCH SYSTEM (LTAR = 1.0 GPD/SQ.FT. FOR CONVENTIONAL TRENCH) _ (4) 40' LINES O 9' O.C.
- - 100.00.
REPAIR SYSTEM: CONVENTIONAL TRENCH SYSTEM (LTAR = 1.0 GPD/SQ.FT. FOR CONVENTIONAL TRENCH) = (4) 40' LINES O 9' O.C.
I_.._.._.._.._.._........ _............. .
\\ \,
4.
UNLESS OTHERWISE INDICATED ON THE PLAN, CONSTRUCTION OF SEWAGE COLLECTION, TREATMENT AND DISPOSAL SYSTEM IS TO
FPROX. LG6ATIDN OF E.r
NATERLINE (CCNTFAa TOR TO
\\
CONFORM WITH SECTION .1900 'LAWS AND RULES FOR SEWAGE TREATMENT AND DISPOSAL SYSTEMS` OF NORTH
CAROLINA ADMINISTRATIVE CODE DEPARTMENT OF HEALTH &HUMAN SERVICES, ON -SITE WASTEWATER SECTION (15 NCAC 18A.1900).
F1ELD)2FflT'67
AND LOCA770M
5.
CONSTRUCTION OF SEWAGE COLLECTION SYSTEM, TREATMENT AND DISPOSAL SYSTEM IS TO CONFORM WITH ANY CONDITIONS IMPOSED
BY THE LOCAL HEALTH DEPARTMENT.
_)j oP.
6.
MATERIAL USED FOR COLLECTION AND DISPOSAL SYSTEM SHALL CONFORM WITH SAME REQUIREMENTS AS p4 ABOVE.
7.
FILL MATERIAL SHALL HAVE S1CH SOIL TEXTURE TO BE CLASSIFIED AS SAND OR LOAMY SAND (SOIL GROUP 1) UP TO THE TOP OF
THE NITRIFICATION TRENCHES THE FINAL SIX INCHES OF FILL USED TO COVER THE SYSTEM SHALL HAVE A FINER TEXTURE
3
APPROVED S
NOPTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
)ateC(__ wbel 23 _,203
5w� I3oZ
s;er Pelmd Nc.____--
(SUCH AS GROUP 11, 111) FOR THE ESTABLISHMENT OF A VEGETATIVE COVER. GRAPHIC SCALE
THE FILL MATERIAL AND THE EXISTING SOIL SHALL BE MIXED TO A DEPTH OF SIX INCHES BELOW THE INTERFACE. HEAVY
VEGETATIVE COVER OR ORGANS UTTER SHALL BE REMOVED BEFORE THE FILL MATERIAL IS INCORPORATED. 20' 0 10' 20' 40'
B. WELL POINTS AND PUMPS SHkI_ BE SUFFICIENT IN SIZE AND SPACING TO DRAW DOWN WATER TABLE TWO TO THREE FEET BELOW
REQUIRED EXCAVATION FOR STPTIC AND PUMP TANKS.
9. GRADES SHALL BE ESTABUSHED TO DIVERT RUNOFF AWAY FROM TANKAGE. ( IN FEET )
10. ALL SURFACE RUNOFF SHALL BE DIVERTED AROUND AND AWAY FROM THE DRAINFlELD AREA. FINISH GRADE SHALL BE LANDSCAPED 1 inch = 20 fL
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COMMISSION NO.
P13060
DESIGNED BY
DLT TAS
DRAWN BY
DLT TAS
CHECKED BY
MWS
ISSUE DATE
7-16-13
OF 9 SHEE

ICI I I 1
NOTE.
THE DATA GIVEN ON THESE PLANS IS BELIEVED I PA50L THILLIKENENTERWI-TES, INC I
TO BE ACCURATE, BUT THE ACCURACY IS NOT II 105 CORPORATE DR . 57E A I'
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE DVEzIEAD_ I SPARTAt%e6 5C 29303 I
'FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES, un1/TTE5 DB. I927 P6. l25
AND DIMENSIONS OF THE EXISTING UTILITIES P.G. 6, 5L. 132 I
PRIOR TO CONSTRUCTION. IF A DISCREPANCY EX55'GRAIN PIN,9893-13-034150 I
IS FOUND, WORK SHALL CEASE AND THE ENGINEER Ll FENCE
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS 5,UIILITY F+q
NOTICE TO PROCEED. EIR ` -----------------559°r4'47'/v---Io2s46'------------C'� ��J ElR /3�+
BEFORE YOU DIG !
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NI RE DDY ICE CORPORATION
W 6752 NOR7H CENTRAL EXPRE55MY
�Y DAL 162, F1P6752
31
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12
P.C. F_ 5L 662
PIN, 9893-13-O2-C644
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P.O. BOX 203 I' I I I I I I I I I I _ I
MANTE•U, NC 27954 I I I I I I I I I I I / •`: • ._ b
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P.O. BOX l7/9
KILL DEVIL HILLS, NO 27948
PIN: 4883-10 6l 2403
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5 59° 29' ON 125.40, f
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'PAD AND DUMPSTER -� NEW IMPROVEMENTS.
.'• \� i .' .ENCLOSURE TO THE EXTENT (SEE SITE PLAN)
E5 d 4 59AGE5' NECESSARY TO CONSTRUCT
• - ' NEW IMPROVEMENTS.
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-----------------------------
NOTES,
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1.
PROPERTY OWNER/ADDRESS]
OCEAN COMMERCE PARK, LLC CARL E hbRSL.EY, .FL
DAL TON M. kfOB, JA2.
6214 HIGHAM DR.
P.O. BOX Im
P.O. X l25
O
ALEXANDRIA, VA 22310
HA65 WAD, AG 27959
K/T7 'T LNG 27949
&
DNS. l5/9, P6. 260
I
DB. l P6. 257
I I
BRIAN J. MCDONALD
P.C. F, 5L 9
P.G. SL 9
P.O. BOX 632 PIN, 98Y3/3 030/ll
PIN: 9 16 9i 8091
NAGS HEAD, NC 27959
DEIIIIOLITION
NOTES:
APPLICANT: THOMAS G. HADDON, IV
1.
CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND SERVICES - TO INCLUDE BUT NOT UMITED TO ELECTRIC,
157 W. WATERSIDE LANE
CABLE, TELEPHONE. GAS, SANITARY SEWER AND WATER - AND SHALL COORDINATE PROPER PROTECTION
NAGS HEAD, NC 27959
AND/OR RELOCATE WITH APPROPRIATE OWNER/UTILITY COMPANY.
otio
9
SITE ADDRESS: 2004 S. CROATAN HWY.
2.
CONTRACTOR SHALL WALK THE SITE AND BE FAMILIAR WITH THE SCOPE OF DEMOLITION REQUIRED. ALL
KILL DEVIL HILLS. NC 27948
DEMOLITION WORK REQUIRED TO CONSTRUCT NEW IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND
&
BE UNCLASSIFIED EXCAVATION.
701 W. FRESH POND DRIVE
KILL DEVIL HILLS, NC 27948
3.
DEMOUTION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE DISPOSAL OF
CONCRETE CURBS AND GUTTERS, BITUMINOUS CONCRETE PAVEMENTS AND ALL MATERIALS OR VEGETATION
3.
NUMBER: 9893-13-03-3285 & 9883-18-92-8821
PIN NUM98
CLEARED AND STRIPPED TO THE EXTENT NECESSARY FOR THE INSTALLATION OF NEW IMPROVEMENTS AND WITHIN
93-13 0 & 004917000
PARCEL NUMBER:
THE LIMITS OF CLEARING AND GRADING. COORDINATE WITH APPROPRIATE DRAWINGS.
4.
ZONE: LIGHT INDUSTRIAL (U-1)
4.
THE CONTRACTOR SHALL PROTECT ALL PROPERTY AND STRUCTURES AND UTILITIES ON THE PROPERTY NOT TO
BE DEMOLISHED. DAMAGE TO THE PROPERTY DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN
5.
TOTAL PROJECT AREA: 198,364 agft / 4.55 acres
KIND BY THE CON-RACTOR AT NO COST TO THE OWNER.
6.
RECORDED REFERENCE: D.B. 1711. PG. 232; 702, PG. 269 & D.B. 795, PG. 614, M.B. 3. PG. 4
5.
ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL FROM
PROJECT AREA
7.
A RECOMBINATION PLAT SHALL BE EXECUTED AND RECORDED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT
THIS IS NOT A BOUNDARY SURVEY: SEE RECOMBINATION PLAT BY QUIBLE & ASSOCIATES, P.C. UNDER
6.
THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD OF DEVELOPMENT COMMENCING WITH A RECORD
SEPARATE COVER (NOT RECORDED AT THE TIME OF THIS PLAN).
OF THE SITE AS IT APPEARS BEFORE DEMOLITION IS BEGUN. AFTERWARDS A PHOTOGRAPHIC RECORD SHALL BE
MAINTAINED DURING THE CONSTRUCTION PROCESS
8.
TOPOGRAPHIC INFORMATION ON THIS PLAN PROVIDED BY QUIBLE & ASSOCIATES, P.C. (SURVEYED ON 6/18/13)
AND REFERENCE NAVD 1988.
7.
EXISTING PAVEMENT, CURB AND GUTTER, LIGHTS, FENCES, TREE/VEGETATION AND UTILITIES NOT INTENDED FOR
DEMOLITION SHALL BE MAINTAINED, PROTECTED, AND UNDISTURBED DURING DEMOLITION. CONTRACTOR SHALL
9.
PROPERTY IS LOCATED IN FIRM ZONE X (0.2X)
COORDINATE THE REMOVAL OF BITUMINOUS CONCRETE PAVEMENTS AND CURB AND GUTTER WITH THE SITE PLAN.
COMMUNITY PANEL 3720989300J DATED 09/20/2006 & 3720988300J DATED 09/20/2006.
FIRM ZONES SUBJECT TO CHANGES BY FEMA.
8.
SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND CURBS AND GUTTERS TO BE DEMOLISHED SHALL BE
-
- - - - - - -
PROVIDED.
HI GRAPC SCALE
9.
ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS AS
WELL AS OSHA REGULATIONS.
zo'
0 1(r zo`
10.
CONTRACTOR'S ACTIVITIES SHALL NOT IMPEDE USAGE OR INGRESS/EGRESS TO ADJACENT PROPERTIES.
COORDINATE WITH OWNER MAINTENANCE OF TRAFFIC/PEDESTRIAN CIRCULATION DURING CONSTRUCTION.
IN FM )
11.
MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES DURING DEMOLITION.
1 inch = 20 fi~
WF
OBX PROPERTY 6ROUP, UL
P.O. BOX 2408
KILL DEVIL HILL5, NC 2�
D.13 1639, P6. 166
MD. 3, P6. 4
PIN, 996.5-16-92-7994
59 A
N/F I
.IOW A MACKO t CAROLYN K MACKO
l39 5U�2/5E LAIC
KILL DEVIL HILLS, NC 27946
DB. I-zUl F19. 455
P.C. 6, 5L I9
PIN, 9683-1642-7440
G�Wa
Izo
8
REMOVE EX.
CONC. PAD &
ENCLOSURE
IX
10T PAO-
w
_4
EX PVW 1�
Fi WCE
RELOCATE EXISTING
UTILITY POLE &
LINES (COORDINATE
WITH APPROPRIATE
UTILITY COMPANY)
Dc TLIWOLE
A FRF5H FOND )W..
30'.Rlfi
�FX CHAIN
Llw fEwE
-SAW-CUT EXISTING VN-
EDGE OF PAVEMENT
N59°20'001E .y \
STORY
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9
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U
COMMISSION NO.
P13060
DESIGNED BY
DLT TAS
DRAWN BY
DLT TAS
CHECKED BY
MWS
ISSUE DATE
7-16-13
NO.
2

1 4 /
i
AEtF l
PACOLET MlLL1KBJB•ITBZPRl5E5, INC / % NIP '
l05 CORPORATE DR 57H A 6�"+ RE12DY ICE CORPORATION
5PARTAl EMC7,, 5G 24303 / 6750 AORTtl GBJTRAL EXPRE55h )'
DB 1427, F15. l25 / I DALLAS, TX 75231
P.G. 6, St. 132 DB. 1622 PC, 212 0
P1N:4693-13-03-4150 / P.C. E, 51- 662 '+
5'UTILItYEASBNEIlIIT l + - _ _ _ _ PIN, 4643-13-02-0644
R'.G. r; 5L. 661I l S - SA 5A
- - - - - - - - - - - - --- - - - - - --� ,i$r - t/ _ _ _ _ %or 4'x4' HEAT PUMP PLATFORM TYP
IR --_
- -'
it
----- I --- -� 4 t_t�-- o '
-I SITS -I a,HB-eL t2 _ 12
(27'BJCROAGHI-EW) I I \ I / 30.0' 30.0' 120.0'
PROPOSED PROPOSED '� PROPOSED ,!3q+
)WIT 14 I LN1T 20 I PROPOSED
I r' /�\\ \, UNIT 21 UNIT 22 Q UNIT 23 UNIT 24
\W-AREHOU5� WAREHOUSE 3600 sq.ft.!4aEFICE (FIRST FLOOR) , 5200 sq. ft. WAREHOUSE
ty
3600 sq.ft. WAREII-TOUSE (SECOND FLOOR) ' 2000 sq.ft. FABRICATION
_J
i EX I >� FFE = 13.0 FFE = 13.0
~ SLOPE ROOF TO REAR OF
V' FIFE= 13.0 , FFE = 13.Q _ AND GUTTER ENTIRE REAR
ADA VAN _ - _ - - - I I I j� - - - of BUILDING. CDC
DOWNSPOUT LOCATIC
ACCESSIBLE SIGNS + BUILDING PLANS AND CON)
TO (ATTACHED '!� '!sz. + ROOF DRAIN CONVEYIP
I ( / - + _ .. _ L / RUNOFF TO STORM WATEI
/
TIzoo
2'x7HEAT PUMP'N 30.00 +
e> 60.0' ' -
120.0' i
PLATFORM
\ iP �1.
50 SQ.FT.N 5+CON& WALK
r t SCONC.
+ LANDSCAPE AREA 4. ,t
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ufi )I'
• O
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o
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1 �'YUry
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LANDSCAPE _ _+ r r 0 , - .,3-s A !.. "x.17r=gas 4 1-.
i .AREA . (\ -". ->LS TT ,r1-2. 13 =.,i+ 15 _ ''15
4 SPACES ., I
rw/ I
r L .: �. 1� 9� '�. .Y n• P r .:t•HI.�, � _ r i v
• � l L'!r '' III, .'yE?. ,. ; I .. II -
/.
`t•F7 SPACES C d Ih1� r +s•,
. SAWCUT EXISTING CURB
�. " r rxr a °- ACT`-3 AU�'(NQMELT
GUTTER' AND' REPLACE _ "- .^"v`i" :�. }��,'r 11 I =w ,:+::r rr r - j'.
ASPHALT APPROV1L rsl.
WITH MOUNTABLE CURB + _ � - ..kTO -=I�AR1ciN� FIIRE"LAPZ�`. ,.:r v s .'' " •:., ..-' ', � ,,, ,. .. - ,`,::, :. R ';•i.w., r.
. - -_ r y ,I' - ,TA_ `•T.
y .+•',, T$„FW(aI F-LUSEr 6" WEDE CONC. (: r^ W•;E..,
(SEE DETAIL). 3si 'NH1TE DR YELI.:CJ�Y `19, �i:., "� � '' r'I 13 "� r.;- x ,, `: 1'k-. .�8 s, .w.A . al r • s^.r.
Ik)PLASTIC ;, �LEi"I INGr=a' F r "''1�xf; C(,ALONG
TI.RFS N:. T"rP v, •t
/// \\'. �' ,•TYT.) '.I �.�:...» a 0 E L
/ A!
LANDSCAPE h
ARE
- - - - - - ,z 6(/T/82 OS TALI X
- - -- - - - - - ---- - - -+ .
.7
1. PROPERTY OWNER/ADDRESS: OCEAN COMMERCE PARK, LLC - - - - - - - - - - -
6214 HIGHAM DR. -
A XANDRIA, VA 22310 ,2�+
BRIAN J. MCDONALD
P.O. BOX 632 N/F
NAGS HEAD, NC 27959 CARL B ALIRSLEY JIZ
APPLICANT: THOMAS G. HADDON, IV P.O. BOX /66
157 W. WATERSIDE LANE NAB 1640, NG 2741
NAGS HEAD, NC 27959 D.B. /5I4, P6.260
P.C. F, 5L 4
2. SITE ADDRESS: 2004 S. CROATAN HWY. P/N, 4693-1-4-0"111
KILL DEVIL HILLS, NC 27948
701 W. FRESH POND DRIVE
KILL DEVIL HILLS, NC 27948
3. PIN NUMBER: 9893-13-03-3265 & 9883-16-92-6821
PARCELID NUMBER: 029854000 & 0049170DO
4. ZONE: LIGHT INDUSTRIAL (U-1)
5. PROJECT SCOPE: THIS PLAN PROPOSES A 14,400 SQ.FT. BUILDING ADDITION AND ASSOCIATED IMPROVEMENTS WITH A TOTAL GROSS
FLOOR AREA OF 54.000 SQ.FT. WAREHOUSE, INDUSTRIAL COMPLEX. PROPOSED TURFSTONE IMPROVEMENTS ARE SHOWN REQUIRING
APPROVAL OF A TEXT AMENDMENT BEING SUBMITTED CONCURRENTLY. IN THE EVENT THAT THE TEXT AMENDMENT IS NOT APPROVED,
THOSE PROPOSED TURFSTONE IMPROVEMENTS SHALL BE REMOVED FROM THE PROJECT.
6. RECORDED REFERENCE D.B. 1711, PG. 282; 702, PG. 269 & D.B. 795, PG. 614; M.B. 3. PG. 4
7. A RECOMBINATION PLAT SHALL BE EXECUTED AND RECORDED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT THIS IS NOT A BOUNDARY
SURVEY: SEE RECOMBINATION PLAT BY QUIBLE & ASSOCIATES, P.C. UNDER SEPARATE COVER (NOT RECORDED AT THE TIME OF THIS
PLAN).
6. TOPOGRAPHIC INFORMATION ON THIS PLAN PROVIDED BY QUIBLE & ASSOCIATES, P.C. (SURVEYED ON 6/18/13) AND REFERENCE NAVD
1988.
9. PROPERTY IS LOCATED IN FIRM ZONE X (0.2X)
COMMUNITY PANEL 37209893OGJ DATED 09/20/20D6 & 37209883OOJ DATED 09/20/2006.
FIRM ZONES SUBJECT TO CHANGES BY FEMA.
10. TOTAL PROJECT AREA: 198.364 sgft / 4.55 acres
11. COVERAGES:
PROPOSED COVERAGE (EXCLUDING TEXT AMENDMENT):
EXISTING COVERAGE....................................................................92.955.3 SQ.FT.
CONCRETE WALKS & DUMPSTER PADS & RIBBONS .................. 837.1 SQ.FT.
ASPHALT PARKING & DRIVE. ...................................................... 17,491.5 SQ.FT.
BUILDING...................................................................................... 14,478.0 SQ.FT.
TURFSTONE PARKING ................................. .. 5,309.0 SQ.FT.
.............. .
(REMOVE TEXT AMENDMENT AREA)............................................(-)2.175.0 SQ.FT.
TOTAL COVERAGE..................................................................... 128.895.9 SQ.FT. (64.98X)
ALLOWED COVERAGE........ 128.936.8 SQ.FT. (65.001
PROPOSED COVERAGE (PENDING TEXT AMENDMENT APPROVAL):
EXISTING COVERAGE.................................................................. 9Z955.3 SOST.
CONCRETE WALKS & DUMPSTER PADS & RIBBONS .................. $37.1 SQ.FT.
ASPHALT PARKING & DRIVE.......................................................17,491.5 SQ.FT.
BUILDING...................................................................................... 14.478.0 SQ.FT.
TURFSTONE PARKING.................................................................2,123.6 SQ.FT*
(*TEXT AMENDMENT 60X REDUCTION - 5,309.0 x 0.4 - Z123.6 SO.FT.)
TOTAL COVERAGE WITH TURFSTONE REDUCTION ...................... 127.885.5 SQ.FT. - 64.47X (65X MAX)
TOTAL COVERAGE WITHOUT TURFSTONE REDUCTION ................ 131.070.9 SQ.FT. - 66.0BX (75X MAX)
11, WATER SUPPLY PER TOWN OF KILL DEVIL HILLS. WATER CONNECTION MUST BE MADE IN ACCORDANCE WITH TOWN OF KILL DEVIL HILLS
SPECIFICATIONS BY A LICENSED WATER UTILITY CONTRACTOR. NOTIFY TOWN PRIOR TO INSTALLATION.
13. ALL UTILITIES ON THIS SITE WILL BE PLACED UNDERGROUND UNLESS OTHERWISE NOTED.
14. LAND DISTURBANCE ±66,090 sq.ft. (t1.52 0a.)
15. AN NCDENR HIGH DENSITY STORMWATER PERMIT MODIFICATION WILL BE REQUIRED FOR THIS SITE.
16. .ALL PROPOSED ELEVATIONS SHOWN ON THIS PLAN REFERENCE NAVD 1988.
T
0 17. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION BETWEEN SPOT ELEVATION GRADES AND MAINTAIN POSITIVE DRAINAGE.
18. BUILDING STORMWATER RUNOFF TO BE COLLECTED VIA ROOF GUTTERS AND CONVEYED INTO STORMWATER BASIN.
f
19. RCP (REINFORCED CONCRETE PIPE) SHALL HAVE FLARED END SECTIONS FOR END TREATMENT
0
v
" 20. AREAS OF FILL SHALL BE EXCAVATED TO COMPACTED SUBGRADE AND BACKFILLED IN 6" LIFTS.
13. ALL UTILITIES TO BE PLACED UNDERGROUND UNLESS OTHERWISE NOTED
14. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL PROPERTY MONUMENTS DURING CONSTRUCTION.
DISTURBED OR REMOVED PROPERTY MONUMENTS SHALL BE REPLACED BY A NORTH CAROLINA LICENSED PROFESSIONAL LAND SURVEYOR.
15. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE DRAWINGS. APPLICABLE TOWN OF KILL DEVIL HILLS CODES AND
ORDINANCES, AND NCDENR DIVISION OF WATER QUALITY REGULATIONS.
a
n 16. THE LOCATION, DIMENSIONS, AND ELEVATION OF EXISTING OF EXISTING STRUCTURES, PIPING, AND UTILITIES SHOWN ARE BASED ON THE
n BEST AVAILABLE DATA AND ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DATA IN THE FIELD PRIOR TO CONSTRUCTION TO
2 HIS/HER OWN SATISFACTION. THE CONTRACTOR SHALL PERFORM ANY TEST PIT WORK OR PROVIDE LOCATION SERVICES AS REQUIRED TO
AVOID CONFLICTS WITH EXISTING UTILITIES. CONTACT NORTH CAROLINA ONE -CALL AT TELEPHONE NO. 1-800-632-4949, 48 HOURS
PRIOR TO PERFORMING ANY EXCAVATION TO HAVE UTILITIES MARKED.
0 17. THE CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO EXISTING FEATURES AS NECESSARY.
18. THE CONTRACTOR SHALL SEAL THE EDGE OF EXISTING ASPHALT PAVEMENT WITH TACK COAT IN ACCORDANCE WITH THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS WHERE NEW PAVEMENT JOINS EXISTING PAVEMENT.
L
19. ALL PAVEMENT JOINTS SHALL BE SAW -CUT PRIOR TO PAVING TO PROVIDE A DURABLE AND UNIFORM JOINT.
20. PROOF ROLL ALL NEW PAVED AREAS. NOTIFY OWNER AND ENGINEER OF ANY UNACCEPTABLE AREAS.
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KITTY 0 , 6. 257
DB. l P2
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PIN, 466.316-43-BO42
LK'+1
UTILITY POLE AND OVERHEAD
LINES TO BE RELOCATED
(COORDINATE WITH APPROPRIATE
UTILITY COMPANY)
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FIE-0 vFJ2?F)' SIZE, r/FC-,
DEEM AND L 2AVON
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--- 12540'
r�NGP POST
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AMENDMENT APPROVAL
ADEPTH
.. w�
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SEE SHEET 9 FOR
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+ I
4.67'XI5.0' CO C. DUMPSTER
h
ENC SURE
50 SQ FT.::' a'xa'x1'
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REA
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N/F
NIF IOHN A. MAGKO 0 CAROLYN K. MACKO
OBX PROPERTY' 6RODP, LLC /34 RM15E LANE
P.O. BOX 2406 I KILL DEVIL IALL5, NO 27448 >>+
KILL DEVIL HILL5, lJG 2t 46 I DJ9 1337 P6. 4S5
DD. 16N P6. l66 P.G. 6, 5L l4 S"+
M.B. 3, P6. 4 PIN, 4663�46-42-7440
PIN, 4663-16-42-7444 ;
54-A
EXISTING ASPHALT PAVEMENT
Q•
EX. IRON ROD
ED
EX. CONC. MON.
PROPOSED RIP -RAP
FIX NAIL
EEX.
PROPOSED CONCRETE
8
EX. FENCE POST
PROPOSED ASPHALT
•
SET IRON ROD
•
POINT
MCALCULATED
0000
PROPOSED TURFSTONE
MP
EX. UTILITY POLE
Y
PROPOSED TURFSTONE
(SUBJECT TO TEXT
o
EX. FIRE HYDRANT
T
AMENDMENT APPROVAL)
©
EX. WATER METER
OPROPOSED
LANDSCAPE AREAS
ID
EX. TELEPHONE PED
- -YO- -
EXISTING CONTOUR
--9.0-
PROPOSED CONTOUR
QO
+`0
EXISTING SPOT GRADE
9.0
PROPOSED SPOT GRADE
4=
PROPOSED FLOW ARROW
62R
CONTRACTOR SHALL
GRADE MINOR SWALE TO
ENSURE RIGHT OF WAY
RUNOFF CONVEYANCE
ACROSS NEW ENTRANCE
BEFORE YOU DIG 1
CALL TOLL FREE
1-800-832-4949
NORTH CAROLINA
ONE CALL
� B
N7F
\ I' 1, TO/^BJ OF KILL DEVIL HILLS
P.O. BOX 17I4
I KILL DEVIL HILLS, NC 2W,16
PIN, 9663-20-,8/ 2903
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6" CONC,'
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it
fi ~- 6" CONG._CURB
.. a' CONTRACTOR SHALL
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e -M! 1 § ••. , RUNOFF CONVEYANCE X _
- - _ _ 9>' ACROSS NEWJNTRANCE
prK nsa N
W '-PA uer-4V J-, 'wpL'( �iy•�
TAPER CONG'CUR6-. TAPER LONG C 28
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N 54° 20' 00' E \
lGbIYJ' .a
APPROX LOCATIONOr E` :
HATER_ME (COATRACTOR TO
FIEF VERIFY 5/ZE TYPE, \\ : ^ •\
DEP7H AND LOCATION
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
GRAPHIC SCALE
20' 0 1Iw 2�40'
( IN FEET )
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COMMISSION NO.
P13060
DESIGNED BY
DLT TAS
DRAWN BY
DLT TAS
CHECKED BY
MWS
SSUE DATE
7-16-13
,OF
EET NO.
3

PERMANENT VEGETATION TEMPORARY VEGETATION
SEEDING DATES: APRIL 1 - SEPT 30
SEED MIXTURE APPLICATION RAYES/ACRE
BAHIA 50 LBS,
COMMON BERMUDA 50 LBS.
(UNHULLED)
GERMAN MILLET 15 LBS.
FESCUE 20 LBS.
FERTILIZER
26-13-13 O 500 LB/ACRE
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTIN OR A MULCH ANCHORING TOOL A DISK VATH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
SEEDING DATES: OCT. 1 - MARCH 31
sFFn MIXTURE APPLICATION RATES/ACRE
GENEDE'"''" --- ---
-FERTILIZER RATES SHOWN ARE GENERAL RECOMMENDATIONS: FREQUENCY AND AMOUNT OF FERTILIZATION CAN BEST BE DETERMINED THROUGH SITE SPECIFIC SOIL TESTING.
-MAINTENANCE
SATISFACTORY STABILIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY AND,
IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAIN IS OFTEN SUFFICIENT TO GREATLY ENLARGE BARE
SPOTS, AND THE LONGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW S®UNGS
SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN, RE -SEEDED, MID MULCHED .AS
SOON AS POSSIBLE DIVERSIONS MAY BE NEEDED UNTIL NEW PLAN15 TAKE HOD.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (UNTIL FINAL COMPLETION IS AWARDED)
WEAK OR DAMAGED SPOTS MUST BE REUMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE REEFRTIUZATION MAY BE NEEDED TO MAINTAIN
PRODUCTIVE STANDS.
GENERAL SEEDING SPECIFICATIONS
N/F I
PACOLET MILLIKBJ ENEERFRlSg INC
105 CORPORATE DR 57F A
5PARTANBUR6, 5C 2003 '
DB. R27, % 125
P.C. 6, 5L 132
PIN:QBq-3-13-03-4/50 I
5'!?lLI7Y EASEMENT
F (P.C. E, 5L. 662)-\ so
z
No
T------T ------
f
_--__-I-7
I I
I I I I
UNIT l9 I UNIT 20
� � I
II I r�`• _
EX. r r
r -
r
2'X7' HEAT PUMP
I� i rGr. PLATFORM
r 1 \
94. SQ.FT.
LANDSCAPE ' \I
' - AREA.
N/F
REDDY ICE CQWCR477CN
6750 NORTH CENTRAL EXPRE55NWY
DALLA5, TX 7523/
DB. 1622, P6212
P.G. 9 5L. 662
PIN, 9893-13-02-C644
EXISTING ASPHALT PAVEMENT
Q•
EX. IRON ROD
El
EX. CONC. MON.
PROPOSED RIP -RAP
EX. PK NAIL
PROPOSED CONCRETE
EX. FENCE POST
PROPOSED ASPHALT
SET IRON ROD
•
CALCULATED POINT
0000
ElPROPOSED
TURFSTONE
`Oa
EX. UTILITY POLE
[roeppp
PROPOSED TURFSTONE
(SUBJECT TO TEXT
y0'
EX. FIRE HYDRANT
AMENDMENT APPROVAL)
R)
EX. WATER METER
PROPOSED LANDSCAPE AREAS
EX. TELEPHONE RED
F+,
�ovr 4'X4' HEAT PUMP PLATFORM
PROPOSED PROPOSED /.!� PROPOSED
UNIT 21 UNIT 22 40 UNIT 23
WAREHOUSE WAREHOUSE 3600 sq.ft. OFFICE (FIRST FLOOR)
3600 sq.ft. WAREHOUSE (SECOND FLOOR)
0
ADA VAN
ACCESSIBLE SIGNS
(ATTACHED TO
5'ACON&. WALK..
a.
WALK. j40,0'
240.0'
T.
1
UTILITY POLE AND OVERHEAD I
LINES TO BE RELOCATED
(COORDINATE WITH APPROPRIATE
30.0' TYP. F.t UTILITY COMPANY)
Soo
10.0' 10.0' 3z>,-
TYP. K
n-
5/R
El
120.0
000
PROPOSED r +I�.x-WA C I„
O o 0 r
UNIT 24 r o o O
000 �1 0rQ-
5200 sq.ft. WAREHOUSE 000
2000 sq.ft. FABRICATION O O O q'eld-&
r ' 0000 ,Ch
sa 0C 0 Q J
O O OpCLt�-`
ASPHALT p F -f
Lt1tNf p b .b�'
A1A O o S� r
' O O OICS,IJ
000
000 6-
120.0' 7 :+ ` 1 `' 0 0p r)p
SO.FT
-'r' «av rtT "toy s,[14)K rJeX�.� -'� r [ {'fI O O
APE, AREA ,J1, �' v.6 �hr� ry fs!t s1Ty+'s rr '1 +Trr6 .am'I, VuiA:O O O O Of
.•••.w• 3.1.., r, .Y4n1•I5• & ",Pa , v , '..a „.- rgI'i. 0 0 0Q-
°wI.V 7mi
O IDO
y tl S a 00 00
lr.
ail
�k',, �' iB- e ��.� �' � s n `� wns.IIi y ! ✓I n'�39 r O O O O
` I im IPr I i L"•tvl a 11y9°111"IFM pa e s ° ['sr \a
a�'\M1{Lpn O O O I�f
u=O. i+i 5, m 4"tib syd� ,.. .. t_ � o-o-o-01C I
SYMBOL
CATEGORY
QUANTITY
COMMON NAME
MIN. CALIPER
AT PLANTING
MIN. HEIGHT
AT PLANTING
HEIGHT AT
MATURITY
MIN.
SPREAD
'
SHRUB
74
JAPANESE PRIVET
-
15" HT
6' - 10' HT.
10'
43
LIVE OAK
2'
8' HT.
20' - 40' HT.
30'
_
TREEGE
NOTE: COORDINATE INSTALLATION WITH OWNER.
TREES AND SHRUBS MAY BE SUBSTITUTED WITH THE
SPECIES IDENTIFIED IN APPENDIX A: LANDSCAPING GUIDE IN
CHAPTER 153 OF THE ORDINANCE WITH PRIOR TOWN AND
OWNER APPROVAL _L
3 PIECES REINFORCED RUBBER
4" MULCH. DO NOT LEAVE SOIL -
ON BURLAP. AFTER ROOT BALL
HAS BEEN SET, REMOVE TWINE
OR WIRE FROM ROOT BALL.
SOIL BACKFILL
BALLS GREATER THAN 2' DIA.
SHALL SIT ON MOUND OF UN-
DISTURBED SOIL TO PREVENT �e
SETTLING ®lf
(3) NO. 12 GAUGE GALVANIZED
WIRE POSITIONED AT 120'
AROUND THE TREE
3-2x2x3' TREATED STAKE
HOLE DIAMETER FOR BALL SHALL
BE TWICE BALL DIAMETER
!
TREE
PLANTING
DETAIL
N.T.S.
N 20.04' 15'W
�7p=
AFF-Ru is LOCATIC V OF Ey
NEA1ERLJP°!E (CONTl24GTOR TO-______�
FIELD VERIFY 51ZE, TYPE,
DEPTH AND L06A77ON
5 59. 29' l3'W 12540'
FENCE POST
\
-..
,
I
l
I
i
PROPOSED
STORM WATER
(_
`
I
INFILTRATION BASIN
WESTERN 10' OF
TOP 0 11,5'
STORAGE 0 11.0'
TURFSTONE AREA
BOTTOM @ 10-0'
SUBJECT TO TEXT
AMENDMENT APPROVAL
I
f
�
1
4.67'X15.0' CONC. DUMPSTER
h
1
_)
":350 SQFT.;:;
PAD W/ ENCLOSURE
4
AREA
-
-
TORN OF KILL DEVIL HILLS
r
if�
uji
P.O. BOX l7/4
KILL DEVIL HILLS LNG 27448
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i 7i
988�20/ 2903SAWCUT EXISTING CURB &
GUTTERANDREPLACE �. All'",',_ ._ /
WIT MOUNTABLE CURB -
�y MAINTAIN &PROTECT
SEE DETAIL. A.L...O-N. sP1.r,..,. ...-._._,.,....� ���.._... ...-_. EXISTING-
�- - VEGETATI
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pg I
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CARL E. MRSLEY, P_ DALTON M. HOB, , R WF ,IOERN A. MACKO E CAROL.YN K. HACKO Z I
P.O. BOX /d9 PO. X l25 CBX PROPL3RTY 6Ra P, L LC I34 SA�ISE LAW I
NA65 hEAD, NC 27959 K1 1NG 27944 PA. BOX 2406 KILL DEVI. HILLS, NC 27948 I � a o o
DB. 15/9, FIS. 2d0 I DB. l 7 % 157 I KILL DEVIL HILLS, NG 2 48 DB. /M % 455 mw �Im T
11
P.C. F, 5L 4 P.G. 5L 9 DB. I639, P6. 168 I P.C. 6, a. l9 0 3 0 ®© I
NOTES: P/N: 98931�03 0/ll PIN, 9983 1b 9�8092 RD. 3, P6. 4 PIN- 4883-16-92-7440 I CIF
PIN: 9BB3-16-92-7994 � ¢ ¢ o
1. PROPERTY OWNER/ADDRESS: OCEAN COMMERCE PARK, LLC ,Q�
21IA LEXAN RIA,A AVA 22310 I IZ V) 0° l
n�D
&
BRIAN J. MCDONALD
P.O. BOX 632 ' 1
NAGS HEAD, NC 27959
APPLICANT: THOMAS G. HADDON, IV W
157 W. WATERSIDE LANE
NAGS HEAD, NC 27959 I
2. SITE ADDRESS: 2004 S. CROATAN HWY.
KILL DEVIL HILLS, INC 27948
701 W. FRESH POND DRIVE
KILL DEVIL HILLS, NC 27948
3. PIN NUMBER: 9893-13-03-3265 & 9883-16-92-6821 ' I
I I
PARCELID NUMBER: 029854000 & 004917000 ( I CONC. " _I
4. ZONE: LIGHT INDUSTRIAL (U-1) 6
I 10'X20' SIGHT CURB Vf
5. TOTAL PROJECT AREA: 198,364 sgft / 4.55 acres TRIANGLE (TYPJ� I
6. RECORDED REFERENCE: D.B. 1711, PG. 282: 70Z PG. 269 & D.B. 795. PG. 614. M.B. 3. PG. 4 ' -
7. A RECOMBINATION PLAT SHALL BE EXECUTED AND RECORDED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT
THIS IS NOT A BOUNDARY SURVEY: SEE RECOMBINATION PUT BY QUIBLE & ASSOCIATES, P.C. UNDER SEPARATE
COVER (NOT RECORDED AT THE TIME OF THIS PLAN).
B. TOPOGRAPHIC INFORMATION ON THIS PLAN PROVIDED BY QUIBLE & ASSOCIATES, P.C. (SURVEYED ON 6/18/13)
AND REFERENCE NAVD 1988.
9. PROPERTY IS LOCATED IN FIRM ZONE X (0.2X)
r COMMUNITY PANEL 3720989300J DATED 09/20/2006 & 3720988300J DATED 09/20/2006.
r FIRM ZONES SUBJECT TO CHANGES BY FEMA.
0
n 10. LANDSCAPING TO BE IN ACCORDANCE WITH SECTION 153.073 & APPENDIX A
` NEW DEVELOPMENT INTERIOR LANDSCAPING:
1 TREE PER 10 PARKING SPACES (40 SPACES) 4 TREES REQUIRED (4 TREES PROVIDED)
' - REQUIRED INTERIOR LANDSCAPING - 1OX OF PARKING & DRIVE AREAS - (23.138 SQ.FT PARKING & DRIVE
'- AREA) = 2,313.8 SOFT, LANDSCAPING REQUIRED
2,369.3 SQ.FT. INTERIOR LANDSCAPING AREA PROVIDED
BEFORE YOU DIG 1
CALL TOLL FREE
1-800-632-4949
NORTH CAROUNA
ONE CALL
I'
II
6" CONC. CURB i
EX_ iq
TAPER CONC.' CURB 'TAPER CONC. CURB
A FRE5H POND PR_
30' F'✓lN \
N 54' 20' CO' E I •P n � \�
1CYJ.Gb'AFFFOX o
�A TION OF EX
NIAIEF !>i(GON:Pv?CTOR TD
FIEw vFplFr' 57..E,. TY'�c,
DEPTH AND LOCATION
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCA71ONS TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTIr,E TO PROCEED.
GRAPHIC SCALE
2; 0 1 ' 20
( IN FEET )
L inch = 20 It
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COMMISSION NO.
P13060
DESIGNED BY
DLT TAS
DRAWN BY
DLT TAS
CHECKED BY
MWS
ISSUE DATE
1. 7-16-13
IEET NO.
9 SHEETS

I
1
1
I
PACOLET HILLIKEN BOEFJ Rl5E5, IIVG I
'
lCORPORATE STE A �}
REDDY ICE 6ORFOR4770N
I'
5PRRTAl1PGR6, 5C 29303
0750 NOR774 CENTRAL EXPPE55M)'
DE 1927, P6. /25 I
DALLRS, 7X 7523/
P.G. 6, a. 132 I
D.B. 102Z P6. 212
P.G.
�
PIN,9643-I3-03-4157
E, a. 662
+
5'bfTX1TYEA_14EN�hT I _ _ _ -
PIN, 9640--I3-02-0644
SILT FENCE (TYP.)
LIMITS OF
" �, TP-G. l~ 5L 662) I ', _
-
,�
DISTURBANCE-
-
--------Fr�r------- /i$r
"ICI - _ _
/ojr
4'X4' HEAT PUMP PLATFORM (TYP.)
/i �r "' 1.�
`
U
_>M
;;V
STD -STD--:
-� SA♦<7� -I -I - to MBSl
.0 ` -
(:27 ENGROACHMEI !TJ I I \ \ 1+ �p 30. 0' 30. 0' - - _ - 60.0' /rSS+ rips 120. 0'
\ /' 1 TEMPORARY
' DIVERSION BERM �sq+
I UNIT l9 I LNIT 20 I � °+ ++ PROPOSED PROPOSED .� PROPOSED PROPOSED
/\ 1 UNIT 21 UNIT 22 Q UNIT 23 , UNIT 24
NPARN-iDU$� WAREHOUSE 3600 sq.ft '(�FFICE (FIRST FLOOR) + � �� 5200 sq.ft. WAREHOUSE
3600 sq.ft. WARELOUSE (SECOND FLOOR) ` 2000 sq.ft. FABRICATION
� o. Ih '
* e + /+
/ ADA VAN +
J/ � / ' '�� \\\ � '' N r ACCESSIBLE SIGNS +
�` \ /� END SILT FENCE CHED NG)
sue' BUILDI'70 _+
I "
-- 1 -I, 1--A. T-- - - Y�Ex 6OW.
IITR PAD . NN(�p
iI / /�' l'1f/BJGL05 W�'XT•'FE{T T'U MP + 30.0.V 30
' P�ATPORM `
a 5t CON WA K .
"L4.41'11N'D c
_ LANDSCAPE ' m , r, `<ik y'I'.4
• .\� AREA. .+ _ ..i( x, ' �', li il�+' x, ,„
4 SPACES _ _ . - iWlii
• +
SAWCUT EXISTING CURB .&.
GUTTER AND REPLACE
_ WITH MOUNTABLE CURB-
(SEE DETAIL).
^�z
L
Ll
EX- 6tRB_AND.
-=---- L__-_----- \1��.' ���'6!ll7ERO5'rALLx .
..
-.--------------._._....._._----- \�\\ 2-,`HIPE(TY,
+,s
1.
�pA
\ ` B
PROPERTY OWNER/ADDRESS: OCEAN COMMERCE PARK, LLC
6214 HIGHAM DR.
ALEXANDRIA, VA 22310
BRIAN J. MCDONALD
P.O. BOX 632
NAGS HEAD, NC 27959
APPLICANT: THOMAS G. HADDON. IV
157 W. WATERSIDE LANE
NAGS HEAD, INC 27959
2. SITE ADDRESS: 2004 S. CROATAN HWY.
KILL DEVIL HILLS, NC 27948
701 W. FRESH POND DRIVE
KILL DEVIL HILLS, INC 27948
3. PIN NUMBER: 9893-13-03-3285 & 9883-16-92-6821
PARCEL ID NUMBER: 029SWOO & 004917000
4. ZONE: LIGHT INDUSTRIAL (U-1)
5. TOTAL PROJECT AREA: 198,364 sgft / 4.55 acres
6. RECORDED REFERENCE: D.B. 1711, PG. 282; 702, PG. 269 & D.B. 795. PG. 614, M.B. 3. PG. 4
7. A RECOMBINATION PLAT SHALL BE EXECUTED AND RECORDED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT THIS
IS NOT A BOUNDARY SURVEY' SEE RECOMBINATION PLAT BY QUIBLE & ASSOCIATES, P.C. UNDER SEPARATE COVER
(NOT RECORDED AT THE TIME OF THIS PLAN).
8. TOPOGRAPHIC INFORMATION ON THIS PLAN PROVIDED BY QUIBLE & ASSOCIATES, P.C. (SURVEYED ON 6/18/13) AND
REFERENCE NAVD 1988.
9. PROPERTY IS LOCATED IN FIRM ZONE X (0.2%)
COMMUNITY PANEL 3720989300J DATED 09/20/2006 & 3720988300J DATED 09/20/2006.
FIRM ZONES SUBJECT TO CHANGES BY FEMA.
10. AN NCDENR HIGH DENSITY STORMWATER PERMIT WILL BE REQUIRED FOR THIS SITE.
11. ALL PROPOSED ELEVATIONS SHOWN ON THIS PLAN REFERENCE NAVD 1988.
12. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION BETWEEN SPOT ELEVATION GRADES AND MAINTAIN POSITIVE
DRAINAGE.
13. BUILDING STORMWATER RUNOFF TO BE COLLECTED VIA ROOF GUTTERS AND CONVEYED INTO STORMWATER BASIN.
SOIL EROSION & SEDIMENTATION CONTROL PLAN NOTES:
1. AREA TO BE DISTURBED: t66,092 sq.ft. (t1.52 cc.)
2. PROVIDE A GROUNDCOVER STABILIZATION (TEMPORARY OR PERMANENT) ON ALL DENUDED DOWNSTREAM
SURFACES FOLLOWING THE COMPLETION OF LAND DISTURBING ACTIVITIES PER THE CRITERIA LISTED BELOW:
a. PERIMETER DIKES, BERMS, SWALES, DITCHES AND SLOPES SHALL BE STABILIZED IN 7 DAYS.
b. HIGH QUALITY WAVER (HOW) ZONES SHALL BE STABILIZED IN 7 DAYS.
C. DOWNSTREAM SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED IN 7 DAYS. IF SLOPES ARE 10'
OR LESS AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
d. DOWNSTREAM SLOPES 3:1 OR FLATTER AND LESS THAN 50' IN LENGTH SHALL BE STABILIZED IN
14 DAYS. SLOPES 3:1 OR FLATTER EXCEEDING 50' IN LENGTH SHALL BE STABILIZED IN 7 DAYS.
e. ALL OTHER DOWNSTREAM AREAS WITH SLOPES 4:1 OR FLATTER SHALL BE STABIUZED WITHIN 14
DAYS.
3. IF LAND DISTURBING ACTIVITIES OCCUR OUTSIDE THE PERMANENT VEGETATION SEEDING DATES (APR. 1-
SEP.30) THEN TEMPORARY VEGETATION SEWING SPECIFICATIONS SHALL BE FOLLOWED FOR PLANTING
UNTIL THE NEXT APPROPRIATE PERMANENT SEWING PERIOD, AT WHICH TIME PERMANENT VEGETATION
SHALL BE ESTABLISHED ACCORDING TO PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM. &
TEMP. SEWING SPECIFICATIONS).
4. IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF
CONSTRUCTION ANY LOCATION ON THE PROJECT SITE, ADDITIONAL EROSION MID SEDIMENTATION CONTROL
MEASURES SHALL BE INSTALLED IMMEDIATELY AS DIRECTED BY THE ENGINEER TO ADDRESS THE PROBLEM
AREA AND PREVENT DAMAGE TO ADJACENT PROPERTIES.
5. SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED AS
NECESSARY UNTIL PERMANENT CONTROLS ARE ESTABUSHED.
a. A RAIN GAUGE MUST MUST BE KEPT ON SITE.
b. DEDICATED DEMOLITION AND OTHER WASTE AREAS AND EARTHEN MATERIAL STOCKPILES MUST BE
LOCATED AT LEAST 50 FEET FROM DRAINS OR STREAMS UNLESS NO ALTERNATIVE IS FEASIBLE.
C. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED AT LEAST ONCE A WEEK
AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN A HALF INCH (DURING A 24
HOUR PERIOD). IMMEDIATE CORRECTIVE ACTION MUST BE TAKEN FOR ANY DEVICE FAILURE-
d. INSPECT ALL OUTLETS WHERE RUNOFF LEAVES SITE AND EVALUATE EFFECT ON NEARBY STREAMS.
TAKE CORRECTIVE ACTION IF NECESSARY.
e. MAINTAIN RECORDS OF INSPECTIONS AND CORRECTIVE ACTIONS.
f. EARTHWORK NOTE: OFFSITE BORROW MATERIAL SHALL. COME FROM AN NCDENR LAND QUALITY
SECTION APPROVED SITE. OFFSITE DISPOSAL OF EXCESS MATERIAL SHALL BE TO AN NCDENR LAND
QUALITY SECTION APPROVED SITE.
I
UTILITY POLE AND OVERHEAD '
LINES TO BE RELOCATED
(COORDINATE WITH APPROPRIATE
UTILITY COMPANY)
qS+
200 04' l5' PY
TEMPORARY DMESION BERM DE
1
5 59° 29' 13' H 125.40' FENCE POST
------11
1Q - - - - - - - - - ---- -- - ;
-
1
I 1'II
I PROPOSED
STORMWATER
I' INFILTRATION BASIN J '
TOP 0 11.5'
STORAGE 0 11-0'
BOTTOM 9 10.0' I I'
I r % ,
/,1 ^ r + "+
s e� INNERs® I
1
---W- _-Wy--_ I -VJ-- W
1 ' 1
j ,p INNER s
1
s
4.67'x15.0' CONC. DUMPSTER MAINTAIN »
& PROTECT
PAD W/ ENCLOSURE f /i 350 SQ.+ EXISTING I '
FT
NDSCAPE � VEGETATION � 11
UMITS OF
11� I DISTURBANCE +
NIP
r 1 7 ' ' (TYP-) I TOPW OF KILL DEVIL HlLL5
+ P.O. PDX l7/4
KILL DEVIL HILLS, NC 27g4B
PIN, 9883 20-6/ 2903
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1-
UMITS OF
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DISTURBANCE +, e )IiWiM011l�»I! (r" :- - - - - -�.
(TYP.) NIF
DAL TON H. AEW,, .-R. N/F JOHN A. HACKO 6 CAROLYN K HACKO, i 1 I 1
PO. X l25 C79X PROPERTY 6RaP, LLC 139 SGNRISE LANE 0 O
' KITTY NG 27949 P.O. PDX 2408 r.ILL DEVIL HU5, NG 27946 >>'+ „ ¢ F?
D.B. l R5 257 KILL DEVIL HILLS Al: 27t4B D.B- l� P6. 4 i o wIm o Q
P.G. 5L. 9 I D.B. 1639, R57. 1643 I P.G. 6, 5L l9
PIN, 96&.1L16113-8042 KU 3, PC. 4 CL Mi p LL
PIN, 0e6-16-92-7994 PIN, 988316 42-7940 0 0 E={
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zz 60.0' - . _ - it 120.0'
,ao. o' o 35D- SQ FTC
FILTER FABRIC(TYP)
1 11 11 11 11 1 11 11 11 � t �
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1 1 1 1 1 ♦ 1 1 1 1 S�1 1
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1 11 1
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N.T.S
6' MAX SPACING FOR STANDARD
STRENGTH FABRIC WITH WARE6 MAX SPACING FOR TYTRK-n
FEI
FABRIC WITHOUT WARE FENCE
7
CONSTRUCTION SEQUENCE:
PRECONSTRUCTION:
1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2) FLAG AND/OR ROUGH STAKE WORK UMITS.
3) HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER, AND APPROPRIATE
GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO. START OF CONSTRUCTION ACTIVITIES.
CONSTRUCTION:
4) INSTALL CONSTRUCTION ENTRANCE AND SILT FENCING AT LOCATIONS SHOWN ON PLAN
5) COMPLETE CLEARING AND GRUBBING PROCEDURES.
6) INSTALL THE INFILTRATION BASINS. THE INFILTRATION BASINS SHALL BE UTILIZED AS
SEDIMENT BASINS DURING CONSTRUCTION. THE BASINS SHALL BE MONITORED FOR SEDIMENT
ACCUMULATION AND CLEANED OUT AS NECESSARY. NORTHERN BASIN WILL SEINE AS
PERIMETER CONTROL INFILTRATION BASINS SHALL BE PROTECTED FROM CONTSTRUCTION
EQUIPMENT TO MINIMIZE COMPACTION.
7) INSTALL TEMPORARY DIVERSION BERM ALONG SOUTHERN PROPERTY LINE TO SERVE AS
PERIMETER CONTROL
8) GRADE SITE ACCORDING TO PLAN AND BEGIN CONSTRUCTION OF PROPOSED IMPROVEMENTS.
9) INSTALL CONTRIBUTING STORM CONVEYANCES INCLUDING RIPRAP APRONS AND ASSOCIATED
EROSION CONTROLS.
10) ALL EROSION & SEDIMENTATION CONTROLS SHALL BE INSPECTED WEEKLY AND AFTER HEAVY
RAINFALL EVENT. NEEDED REPAIRS AND MAINTENANCE WILL BE MADE IMMEDIATELY.
FURTHERMORE, IF ANY WIND OR STORMWATER RUNOFF EROSION DEVELOPS DURING THE
CONSTRUCTION OF THE PROJECT, ADDITIONAL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE INSTALLED TO ADDRESS THE PROBLEM AREA
11) ONCE THE SITE CONSTRUCTION IS COMPLETE AND DENUDED SURFACES ARE FULLY
STABIUZED; ALL STORMWATER CONVEYANCES, STRUCTURES, PIPING AND BASINS SHALL- BE
CLEANED OF ALL SILT/DEBRIS WHICH MAY HAVE ACCUMULATED DURING CONSTRUCTION.
CONTRACTOR SHALL VERIFY DESIGN GRADES OF ALL STORMWATER CONVEYANCES INCLUDING
THE DRY INFILTRATION BASINS AND RESTORE TO DESIGN SPECIFICATIONS AS NECESSARY
12) UPON THE REMOVAL OF ACCUMULATED SEDIMENTS AND SITE STABILIZATION, ALL REMAINING
EROSION CONTROLS MAY BE REMOVED FROM THE DEVELOPMENT. ALL DOWNSTREAM EROSION
CONTROLS SHALL REMAIN IN PLACE UNTIL THE COMPLETION OF ALL OTHER DEVELOPMENT
CONSTRUCTION ACTIVITIES.
BEFORE YOU 010 1
CALL TOLL FREE
I -BIM-Biz-4949
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTIUTIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
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0 EX. CONC. MON.
PROPOSED RIP -RAP
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PROPOSED CONCRETE AL EX. FENCE POST
- PROPOSED ASPHALT • SET IRON ROD
Ms CALCULATED POINT
o � o o PROPOSED TURFSTONE
T2+ EX. UTILITY POLE
PROPOSED TURFSTONE EX FIRE HYDRANT
(TEXT AMENDMENT) ti
" -0 PROPOSED LANDSCAPE AREAS EX. WATER METER
a) EX. TELEPHONE PED
--*- PROPOSED SILT FENCE
-TD>- PROPOSED TEMPORARY DIVERSION BERM
--10-- EXISTING CONTOUR
-9.0- PROPOSED CONTOUR GRAPHIC SCALE
+`Opd EXISTING SPOT GRADE 0 to' zo' 40'
PROPOSED FLOW ARROW
( IN FEET )
1 inch = 20 ft
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COMMISSION NO.
P13060
DESIGNED BY
DLT TAS
DRAWN BY
DLT TAS
CHECKED BY
MWS
ISSUE DATE
7-16-13
SHEET NO. -
OF 9 SHEETS
I

RESERVED '/
PARKING
MAXI UM
PENALTY
2 250
3
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14
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12
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"VAN ACCESSIBLE" SIGN
SIGN: R7-8 OR R7-BA
GREEN - BORDER AND LEGEND
WHITE - BACKGROUND
BLUE - IN ACCORDANCE W/
ADA STANDARDS
SIGN: R7-8D
GREEN - BORDER AND LEGEND
WHITE - BACKGROUND
RADIUS CONC. TOP
PSI CONCRETE
ADA RESERVED PARKING SIGN DETAIL
N.T.S.
FINI:
WITI
ENA
LANDSCAPED
R H.D. STL (SCH 40)
i WITH CONCRETE
CONC. TOP
ALT PAVEMENT
'SI CONCRETE
NOTE: TYPICAL DETAIL FOR
PROTECTION BOLLARDS IN BOTH
ASPHALT AND LANDSCAPED AREAS
BOLLARD DETAIL
N.T.S.
4 z4" TREATED WOOD POSTS (TYP)
- t4' O.C. (SET IN CONC.) —
4- THICK 3,000 PSI
FIBERMESH CONCRETE
• " EXPANSION JOINTS (TYP)
BOLE: CROSS RAMP SHALL HAVE A TRUNCATED GONE
PATTERN MEETING THE CURRENT AMERICANWITH
•' :• .4 .'A : ACT E TGUIDELINES (ADA
THE TRUNCATED DOME PATTRN SHALL EXTEND THE
FULL OF THE CROSS RAMP 2 FEET IN
, ♦ �.'' ' LENGTHH IN IN TIME DIRECTION OF PEDESTRIAN TRAVEL
TRANSITION TO 6' REVEAL SIDEWALK
A
Ae
' :
r.
4
.:, A •• ISIDEWALK FLUSH NTH
ASPHALT ASPHALT. (DROP CURB)
PUtN VIEW
TOP OF WALKWAY 6' RAMP TOP OF ASPHALT
12:1
CURB TRANSITION
GUTTER
SECTION A —A
NOTE: CROSS RAMP SHALL HAVE A TRUNCATED DOME PATTERN MEETING THE
CURRENT AMERICAN WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG).
THE TRUNCATED DOME PATTERN SHALL EXTEND THE FULL WIDTH OF THE CROSS
RAMP BY 2 FEET IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. THE
TRUNCATED DOME SURFACE SHALL BE BRICK PAVERS OR MATTING AND RED IN
COLOR TO PRODUCE A 70% CONTRAST WITH SURROUNDING CONCRETE SURFACES.
WHEELCHAIR RAMP
WALKWAY
N.T.S.
4" CONCRETE (3,000 psi, BROOM FINISHED)
6x6 10/10 WIRE MESH
SLOPE TO DRAIN
o dd
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X X—�E a�XX—
d C
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C d b C4
L- THOROUGHLY COMPACTED SUBGRADE
CONCRETE SIDEWALK SECTION
N.T.S.
GENERAL CONTRACTOR MAY REPLACE FIBERMESH CONCRETE
WITH WIRE SCREEN OR WIRE SCREEN WITH FIBERMESH
CONCRETE AS APPROVED BY ENGINEER
tB'h te'
TYP. _ - .: .. p _ ' .. TYP.
•'9kOP6SEIP'.QONCRFTE
4.67' x 15.00' CONCRETE DUMPSTER PAD WITH ENCLOSURE
- 6' CONC. (3000 PSI) WITH
6"x6" W1.4xW1.4 W.W.F. OVER 4" ABC BASE
DUMPSTER PAD
PLAN
CONCRETE DUMPSTER PAD and ENCLOSURE
N.T.S.
FINISHED GRADE
RB UNE
1'
3/4' RAD...
FINISHED PAVEMENT
r /- (SF9.5A)
/,�� COMPACTED SAND BASE
8
PARKWAY CURB
N.T.S.
2 z4'
". ... CEDAR
(TRI
CONC. SLA
4 x4' POSTS'
TREATED (TIP)
1"x 8" CEDAR
ELEVATION
ENCLOSURE
1B'-O"
MAX.
18'-0"
MAX.
18'-0"
MAX.
EQUAL
SPACES
EQUAL
SPACES
EQUAL
SPACES
s�E D D E D D E D D E D
JJJ�� I I I I I I I I I I I
FOR "W" = 6'-0" OR LESS
18'-0" MAX. 18'-0" MAX. 18'-0" MAX.
EQUAL SPACES EQUAL SPACES EQUAL SPACES
3lcv E D D E D D E D D E D
3� a E D E D D D-�—I—I— D- —� 3
I I I I I I I I I I I
FOR "W" = MORE THAN 6'-0"
E = EXPANSION JOINT
D = DUMMY JOINT
NOTES:
-EXCEPT WHERE SHOWN IN THE PLAN, ALL NEW CONIC. WALKS SHALL HAVE
JOINTS SPACED AS SHOWN IN THESE DETAILS.
-AN EXPANSION JOINT SHALL BE USED TO SEPARATE THE NEW CONC. WALK
FROM OTHER NEW OR EXISTING CONCRETE CONSTRUCTION.
-SEE ALSO ARCHITECTURAL PLANS
JOINT PATTERN
1/4't iv 3/8,
1/6'"t 11/8-tJ
RADIUS RADIUS RADIUS RADIU
SAWCUT
PREFORMED EXPANSION
JOINT MATERIAL
DUMMY JOINT EXPANSION JOINT
JOINT DETAIL
SIDEWALK JOINTS
N.T.S.
ALL CONCRETE IN WAU CS, CURBS @TRINES
SHALL 3,DOG PS FIBERMESH CONCRETE
N.T.S.
ELEVATION VARIES
SEE GRADING PLAN
FOR SPOT GRADES
CONTRACTOR TO SAW
CUT ASPHALT TO
ASPHALT
PROVIDE CLEAN EDGE
FOR PLACEMENT
(TO BE INSTALLED
OF OPEN CELL CONC.
BLOCK PAVERS
PRIOR TO OPEN CELL
CONC. BLOCK)
VOIDS IN
F/BE BACKRLLED
COMPACTED SAND
PAVERS TO BEDDING COURSE
WITH SAND
TRAFFIC
RATED
JOINT
SEALANT
I-1 I I
AVEMENT BASE OMPACTED
SAND (98% WOOVEN
BOTTOM GRAVEL GEOTEXTILE
STORAGE PROCTOR MIN. FABRIC
COMPACTION)
(DIMENSION MAY VARY BASED GRAVEL BASE (STORAGE LAYER) TO
ON MANUFACTURER. SEE CONSIST OF 7" MIN. THICKNESS FOR
MANUFACTURERS SPECIFICTIONS OPEN CELL CONC. BLOCK PARKING
FOR ACTUAL PAVER THICKNESS) SPACES WITHIN THE INTERIOR OF THE
SITE. THICKNESS FOR OPEN CELL
CONC.
GRAVEL BASE (STORAGE LAYER) SHALL
CONFORM TO THE FOLLOWING GRADING:
SIEVE %PASSING
1.5" 100%
1.0' SIMK±5%)
0.5" 45%(t5%
No.4 <5%
COMPACTED STONE TO HAVE 40%
VOID SPACE.
OPEN CELL CONC. BLOCK PAVING DETAIL
N.T.S
DRIVE REBAR FLUSH WITH
WIDTH VARIES TOP OF WHEEL STOP
V SEE PLAN
PRE -CAST 6'H x 9'W x 6'L
CONCRETE WHEEL STOP (TYP)
(INSTALL AT ALL PARKING SPACES WHERE SHOWN)
LONG #4 REBAR ANCHOR ROD
END 10- INTO GROUND)
THOROUGHLY COMPACTED SUBGRADE
WHEEL STOP DETAIL
N.T.S.
COMPACTION NOTES
1. PROOF ROLL ALL NEW PAVED AREAS NOTIFY OWNER AND ENGINEER OF ANY
UNACCEPTABLE AREAS.
2. COMPACT BACKFILL AND SUBGRADE TO 95% OF TIME MODIFIED PROCTOR
MAXIMUM DRY DENSITY (ASTM D1557) ALL BAOTU MATERIAL SMALL BE
SELECT BACKFILL UNLESS OTHERWISE SPECIFIED BY THE ENGINEER.
1 SELECT FILL SMALL CONSIST OF SAND OR GRAVEL CONTAINING LESS THAN
201E BY WEIGHT OF FINES SP, SM. SW, OF. HAVING A LIQUID UMIT
LESS THAN 20 AND C LIMIT LESS THAN AND FREE OF RUBBLE,
ORGANICS, CLAY, DEBRIS, AND OTHER UNSUITABLE MATERIAL
COMPACTION NOTES
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CURD UN1'-3" RAD.
6"
1'-O" RAD.
6. FINISHED
PAVEMENT
N ' L
.1 .. n e : • .s DO h'
4" LAYER OF
CRUSHED STONE
3000 PSI FIBERMESH CONCRETE
MO UNTABLE "ROLLED" CURB
AGGREGATE
BEDDING COURSE
ASTM C33
WOVEN
GEOTEXTILE
FABRIC
POROUS
GRAVEL BASE
N.T.S.
OPEN FACED
OPEN CELL CONC.
BLOCK (TYP) 6"X12" CURB
CONCRETE EDGING
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COMMISSION NO.
P13060
DESIGNED BY
DLT TAS
DRAWN BY
DLT TAS
CHECKED BY - -
MWS
ISSUE DATE
7-16-13
SHEET N0.
7
OF 9 SHEETS

[ION
I AND GUTTER ENTIRE REAR LENT
OF BUILDING. COORDINt
DOWNSPOUT LOCATIONS W
BUILDING PLANS AND CONNECT
ROOF DRAIN CONVEYING R(
350 SQ.FT.
..LANDSCAPE
(COORDINATE WITH APPROPRIATE
UTILITY COMPANY)
8' PVC
ROOF DRAIN
TO BASIN
00 011.
000
000
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�72q+ AFFROX LOGATIONOFEX.
HATBRLINE (C.OWRAGTOR
FIELD V15c?1PY _441E, TYPE,
DEPTH .+4i'V LCZATON
5 59' 29' 13' PV
125.40'
PENCE POSr
+
1
r E SHEET 9 FOR
+I
SECTION B-B
j
+
PROPOSED
1
STORM WATER
I
^ INFILTRATION BASIN
r
TOP 0 11.5'
I+
WESTERN 10' OF STORAGE 0 11.0'
+
TURFSTONE AREA BOTTOM 0 10.0'
SUBJECT TO TEXT
I' '
AMENDMENT APPROVAL
w w/
'
A
DEPTH
I
/-BENCHMARK
j
I'
SEE SHEET 9 FOR '
+
SECTION A -A
'
.. 4.67'X75.0' CO C. DUMPSTER
PAD W/ ENCL SURE
50 SQ FT 4'X4'X7'
NDSCAPE RIP -RAP
+
REA
\�
I N/F
\RIP -RAP
--— — — — — — — — — —
JOW A. MAGKO 6 CAROLYN K. MAGKO
z '
13gWR15ELAAE
to o'er
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KILL DEVIL H1LL5, NG 27948
^
.. a A
D.B. 1337, P6. 455 ,s
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P.G. 6, a.
PIN. IA93-16-92-7440
0 0
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SEE BUILDING PLANS
CASTIRON :..
ANCHOR TO BRICK
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vmy
COLLECTION UNE .I�,��N
CONNECT TO PVC ROOF DRAIN
(SEE ARCHITECTURAL PLANS
FOR CONTINUATION)
SCfWYE
>, SIg VMRI S
° SOH 40 PVC ROONF..
= I
LINE. SIZE
�W 0 ��
VARIESDRAIN
VARIES SEE GRADING >k
SEE
i DRAINAGE PLAN
0
a
-FLOIN
h
O
n
CONCRETE PAD
NOTE COORDINATE DOWNSPOUT AND ROOF
DRAIN LATERAL SIZES WITH BUILDING PLANS
TOM OF KILL DEVIL HlLL5
i I P.O. BOX 17/9
' z KILL DEVIL HILLS, NC 27948
/ I PIN: 9883-20 6/ 2903
I �g
92+
Iz„*
1 +
r
,
+ r
+�+I PLAN VIEW
HORIZONTAL• 1'-20'
24'SO. x 6" THICK
CONC. PAD FLUSH
WITH GRADE
OUT INSTALLED
W/ CONCRETE
.: •` e•
• • - • INUNE CLEAN OUT
COMBINATION 'Y AND
1/8 BEND
END OF UNE - CLEAN
OUT LONG SWEEP OT'R
BEND
EXTERIOR CLEAN OUT DETAIL
N.TS
1. CLEAN OUTS INSTALLED OUTSIDE BUILDING AND FLUSH WITH GRADE
SHALL BE INSTALLED FLUSH WITH 24"x24"x8' THICK CONCRETE PAD.
2 CLEAN OUTS INSTALLED OUTSIDE OF BUILDING AND IN SIDEWALKS SHALL
HAVE ADJUSTABLE CAST IRON BODY WITH CAST BRASS PLUG, LEAD SEAL
AND SQUARE NICKEL BRONZE TOP WITH WATER TIGHT GASKEIED COVER.
NOTES:
1. CARE SHOULD BE USED DURING INSTALLATION TO MINIMIZE
COMPACTION OF SOIL ON THE BOTTOM AND SIDES OF THE
INFILTRATION DEVICES SINCE THIS WILL REDUCE THE
PERMEABILITY AT THE SOIL SURFACE TO AVOID COMPACTING
THE DRAINAGE MEDIA LIGHT EQUIPMENT AND CONSTRUCTION
TECHNIQUES THAT MINIMIZE COMPACTION SHOULD BE USED.
2. UPON ACCEPTANCE BY THE ENGINEER AND OWNER, IT IS THE
OWNERS RESPONSIBILITY TO PROVIDE NECESSARY
MAINTENANCE SO THAT THE STORMWATER SYSTEM WILL
FUNCTION PROPERLY, PLEASE REFER TO THE STORMWATER
MANAGEMENT INFILTRATION BASIN OPERATION AND
MAINTENANCE AGREEMENT FOR THE REQUIRED MAINTENANCE
ADDITIONAL (Do/2) NO. 57
STONE FOR HDPF NO. 57 STONE FOR
RCP PIPE
DIA. "D"
'B•
2"-15"
8"
18"-24"
10"
30"-48"
le
TRENCH WIDTH MUST BE
WIDE ENOUGH TO
ACCOMMODATE
COMPACTION EQUIPMENT
'D'
CP 0
HDPE
SECTION VIEW A -A
HORIZONTAL-' 1"-10'
VERTICAL: 1'-2'
(EXAGGERATED 5 TIMES)
SECTION VIEW B-B
HORIZONTAL' 1"-10'
VERTICAL: 1'-2!
(EXAGGERATED s TIMES)
TRENCH SHALL BE
BACKFILLED WITH CLEAN
SAND AND TOPPED WITH
TOP SOIL IF LOCATED IN
PAVEMENT, PAVE PER
PAVEMENT SPECIFICATIONS.
FOR RCP, BEDDING AND HAUNCH
MATERIAL TO BE CATEGORY
1.11. III SOIL TYPES
NOTES:
1. ALL PIPE JOINTS SHALL BE WRAPPED WITH NCDOT TYPE it
GEOTEXTILE OR APPROVED EQUIVALENT.
2. PERFORATED HOPE PIPES SHALL BE SLEEVED WITH NCDOT
TYPE 11 GEOTEXIILE OR APPROVED EQUIVALENT.
2"-6" ANGULAR
EROSION CONTROL STONE
41 x 3'W x 8 f
A
3:1 MAX. SLOPE
BASIN
BOTTOM ELEVATION
SEDIMENENT SHALL BE REMOVED
WIZTHE DEPTH REACHES:
1
10.0'
10.25'
7,
a
tQli
N
K
o_
PLASTIC GRADUATED GRADE STICK ATTACHED TO
PRESSURE TREATED POST WITH STAINLESS STEEL x
THREADED FASTENERS - ELEVATIONS SHOWN ON ..
e•:L1,14&ilN &"lV91l:1all:LV]a.22T.Ij i1'7T..-�MWT.I
FILTER
(TYPAL
ELEVATIONS AT V INCREMENTS
— ELEVATION VARIES (SEE TABLE)
CONCRETE
~ BASE
AID
DEPTH BENCHMARK
N.T.S.
T *T �y� * ELEVATIONS VARY (SEE
PJ�Lil� �mw PLANS FOR CONTOUR SECTION A -A
ELEVATION INFORMATION)
TYPICAL STORM PIPE OUTLET DETAIL
(APPLIES TO ALL PROPOSED STORM PIPE OUTLETS)
N.T.S.
MIN.
BASIN/SWALE BOTTOM
To BE COVERED WITH 4
INCHES OF CLEAN SAND
SWALE TO BE SEEDED
IN ACCORDANCE WITH
GENERAL SEEDING
SPECIFICATIONS
SCARIFY
NO
N.T.S.
SIDE SLOPES TO BE
4-1 OR 3.1 AS
LABELED ON GRADIN
AND DRAINAGE PLA1
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9
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Abbreviations
BOC
BACK OF CURB
M.H.
MANHOLE
B.O.L.
BEGINNING OF LINE
MIN.
MINIMUM
CMP
CORRUGATED METAL PIPE
N.I.C.
NOT IN CONTRACT
CONC.
CONCRETE
P.I.
POINT OF INTERSECTION
EL.
ELEVATION
PROP.
PROPOSED
E.O.L.
END OF LINE
PVMT.
PAVEMENT
EDP
EDGE OF PAVEMENT
RCP
REINFORCED CONCRETE PIPE
ESM'T
EASEMENT
REQ'D
REQUIRED
EXIST.
EXISTING
REQ'TS
REQUIREMENTS
F.F.E.
FINISHED FLOOR ELEVATION
R.S.L.
REAR SETBACK LINE
F.S.L.
FRONT SETBACK LINE
R/W
RIGHT-OF-WAY
I.E.
INVERT ELEVATION
S.S.
SANITARY SEWER
INV.
INVERT
S.S.L.
SIDE SETBACK LINE
LF
LINEAR FEET
TEMP.
TEMPORARY
LOC.
LOCATION
TOC
TOP OF CURB
MAX.
MAXIMUM
TYP
TYPICAL
M.B.L.
MINUMUM BUILDING LINE
U & D
UTILITY AND DRAINAGE
U.N.O.
UNLESS NOTED OTHERWISE
WILLIAM F.
ASBURN, Jr.
ZONED A-1
Legend
❑
CONCRETE MONUMENT, FOUND
0
CONCRETE MONUMENT, SET PLS #19517
O
PROPERTY CORNER, FOUND
0
PROPERTY CORNER, SET PLS /19517
0
CALCULATED POINT
PROPERTY LINE
-x-x-
FENCE
J�
CONCRETE
-oHT -
OVERHEAD TELEPHONE LINE
-GHE-
OVERHEAD ELECTRIC LINE
-uGE--
UNDERGROUND ELECTRIC LINE
®
EXISTING SANITARY SEWER MANHOLE
-S-
EXISTING SANITARY SEWER LINE
EXISTING UTILITY POLE
EXISTING LIGHT POLE
-W-
EXISTING WATER LINE
wV
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
®
EXISTING WATER METER
GENERAL NOTES
1. NORTH ARROW AS SHOWN HEREON IS BASED ON A WELL DEFINED LINE, WHICH IS
SHOWN ON THE SURVEY DRAWING.
2. ALL MEASUREMENTS SHOWN ARE TO U.S. STANDARDS.
3. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY,
AND/OR OWNERSHIP WERE FURNISHED SURVEYOR EXCEPT AS SHOWN.
4. ONLY SURFACE UTILITY, STORM AND SANITARY SEWER STRUCTURES WHICH
ARE LOCATED WITHIN THE BOUNDARY AND OUTSIDE OF DESIGNATED
EASEMENTS ARE SHOWN. NO EFFORT HAS BEEN MADE TO LOCATE ANY
SUB -SURFACE UTILITY, STORM AND SANITARY SEWER LINES EXCEPT
AS SHOWN.
5. ENCROACHMENTS ABOVE GROUND ARE AS SHOWN.
6. THERE WAS NO FIELD LOCATION ATTEMPTED TO DETERMINE THE EXTENT
OF SUB -SURFACE STRUCTURES OR EAVE OVERHANGS, EXCEPT AS SHOWN.
7. THESE CERTIFICATIONS ARE IN ACCORDANCE WITH THE STATE
ADMINISTRATIVE CODE; RULE 330-X-2.01 PARAGRAPH 8 AND
RULE 330-X-14.05, CANNON IV, PRACTICE -RULE OF PROFESSIONAL
CONDUCT
O
x
m
EX. DDT
R/W
MONUMENT
O /m
3
a
I� I 1 MOSES R. WHITE, It/ r
I 1 / DB 585, P 687 POB =
I I \ // ZONED A-1 /' 1 INCHED
I 1 R . 11 A / �/ N 3321'0Q" E 484,63 _ - // / / PIPE
f
/'10' SIDE BUILDING SETBACK (N 3321'00" E) (484.93) PtiF HEDGEROW (MAINTAINED BY AdJ01NER) \ !1
S 404444" E
30' LANDSCAPE BUFFER 3,0
y / 44.27'
/-(S-4039-0Q s (/ E�D c
(44.23)
X. DDT R/W
MONUMENT O '
rT EX F F
A ENDS
.ph EX WATER 'METER ' v, 71.E.: 1
tv m1V A\ V v v \\ 11 I O "LAA
SAW CUT & REMOVE tiF. O I I
ALL EXISTING CONCRETE
\ \ 1
Q CONCRETE �I I 111 1
0 4 / l \ \ \ \ 2.82 Acres 6 1
h z / 1 c v v \ ZONED C-1 mz i I� I
IU O / 1 e� \ \ SAW CUT & REMOVE
ALL EXISTING CONCRETE Cy y y I I1
„ -----
I \ I -17 5 Iaa 11111I1
g A V A V e v I I IN -GROUND I� i II I I
op i I
POOL a d i 1 1 .^I
REMOVE ALLIEXISTING I I
STRUCTURES.._
SEE It
REMOVE ALL EXISTING c NOTE 2 \ \ 11Q STORY \ m III I I I
STRUCTURES \ \ \ FRAME _ I I I I
j DECK EX. DOT R/W III 1
MONUMENT II II
APPROXIMATE DRAINFIELD
�6p9_ 65 riII11
/ /-1s_o�
16
WINDROW SF� / 15 O=O
\ Q J4,5 WOODS - 10' SIDE BUILDING SETBACK \ -
_ - - GENERALLY ALONGOLDDITCH-
`as
EX.
EX. S 3320'48" W (S 3322'00" W) 476.47 (476.49) PINCHED 7 I f I
RRI PIPE
NOTE 1: RECORD MEASUREMENTS ARE SHOWN
IN PARENTHESIS
NOTE 2: ABOVE GROUND FUEL OIL TANK
ENCLOSED WITH ARBOR
NOTE 3: ROOF DRAINS ARE UNDERGROUND
-OUTLET UNKNOWN
NOTE 4: THIS SURVEY WAS PERFORMED WITHOUT
THE BENEFIT OF A TITLE REPORT
NOTE 5: THIS SURVEY WAS PERFOMED WITHOUT
THE BENEFIT OF SUBSURFACE UTILITY
LOCATION
NOTE 6: ERROR OF CLOSURE OF RECORD
DESCRIP- TION IS 0.18 FEET
NOTE 7: THE PROPERTY SHOWN HEREON IS
LOCATED IN FLOOD ZONE 'X' PER
FIRM PANEL 3720 7988 00 J
DA TED 10/5/04.
REBECCA M. WALKER &
CHARLES L. HINTON, III
DB 585, P 687
ZONED C-1
TOPOGRAPHIC & BOUNDARY INFORMATION PROVIDED BY:
4110 WDOWELL & ASSOCIATES, P.A.
POST OFFICE BOX 391
Q 1715 WEEKSVILLE ROAD
ENGINEERS ELIZABETH CITY, N.C. 27909
17-1 SURVEYORS PHONE [phone]
FAX [phone]
EX, DOT
R/W
O
CURVE DATA m
DELTA = 0' 11' 21"
RADIUS = 23,102.31'
LENGTH = 76,32'
CHORD = 76.32'
BEARING = S 4'5456"
E
CURVE TO THE LEFT
1-+
Co
I4I 11;+
N 5725*040 W 2320.06'
TO NCGS MONUMENT
'MORGAN 1978'
N 981,308.37 FT
E Z 779, 981.10 FT
NAD 83188
S 6014.10" E 830.17'
TO NCHC MONUMENT
19 LB 10 1976"
N 980,009.92 FT
E Z78Z850.73 FT
NAD 83186
ELEVATION 14.54 FT
NAVD 88
GENERAL NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR MAKING APPLICATION, AND PAYING FOR ALL
NECESSARY PERMITS.
2. THE CONTRACTOR SHALL PREVENT THE DESTRUCTION OF ALL SURVEY MONUMENTS, BENCH
MIARKS, PROPERTY CORNERS AND ALL OTHER SURVEY POINTS. WHERE THE REMOVAL OF
SUCH POINTS IS NECESSARY FOR THE ACCOMPLISHMENT OF THE WORK, THE CONTRACTOR
IS TO INFORM THE ENGINEER IN WRITING, PRIOR TO THE DISTURBANCE OF ANY POINT,
AND IS NOT TO DISTURB THE POINT UNTIL WRITTEN PERMISSION TO DO SO HAS BEEN
GRANTED BY THE ENGINEER.
3. ALL EXISTING TREES AND SHRUBS OUTSIDE OF THE LIMITS OF WORK SHALL BE PROTECTED
DURING CONSTRUCTION, AND ARE NOT TO BE DAMAGED IN ANY MANNER.
0
�a
N O
o LO.7
LU " 1 rn
J N
Q ai
_ N
x
CC_o
O •
a =�
• N
0 0;
O N vi
v
U v1 L`O
N
Z 1. N
x C
a 0
o n
O
E
saIL N
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n
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us
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4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING rh
STREETS AND OTHER STRUCTURES WHICH IS CAUSED BY CONSTRUCTION ACTIVITIES.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND PROPER DISPOSAL OF ALL O'
BOULDERS, DEBRIS, EXCESS CONSTRUCTION MATERIALS, MATERIAL GENERATED FROM THE
DEMOLITION OF EXISTING STRUCTURES AND FACILITIES, AND TRASH. ` l 00 CU
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING EXISTING UTILITIES LOCATED PRIOR
TO THE COMMENCEMENT OF CONSTRUCTION. WE ASSUME NO RESPONSIBILITY AS TO THE w
ACCURACY OR COMPLETENESS OF THE EXISTING UTILITIES SHOWN ON THE PLANS.
7 L ;wESS INDICATED OTHERWISE ON THE PLANS, ALL STORM DRAINAGE PIPES SHALL BE
RENFORCED CONCRETE CLASS III (ASTM C-76). COMPACTED GRANULAR MATERIAL FOR
PP^DING SHALL BE REQUIRED WHERE UNSUITABLE GROUND WATER OR OTHER CONDITIONS 14 C
i S:'.'ENT THE CONTRACTOR FROM OBTAINING A PROPERLY SHAPED TRENCH BOTTOM.
8. A" PAVEMENT CUTS SHALL BE REPAIRED WITH MATERIAL IN KIND TO THAT REMOVED. CY
att • s # pA*
9. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL RIP RAP SHALL BE CLASS I, IN
ACCORDANCE WITH SECTION 814, ALDOT., 1995, AND SHALL BE GROUTED WHERE INDICATEI a
ON THE PLANS. r "
10. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF W "fF JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE
OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORMAL WORKING HOURS.
THE CONTRACTOR SHALL PROV10E ADEQUATE TRAFFIC CONTROL DEVICES AND SAFETY ll �� 7� [�T
MEASURES FOR CO NSTRLIWIQ1#IC,WITHIN PUBLIC RIGHT-OF-WAYS AND OTHER AREAS 5 ~Wi
WHICH REQUIRE ITS' USE DANCE WITH THE FEDERAL HIGHWAY ADMINISTRATION O Ff�+y C MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. r�
THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S 14Wv'�44
PERFORMANCE DOES NOT INCLUDE Qr� �11�j�,C�('S SAFETY MEASURES IN
ON, O NEAR THE CONSTRUCTION KK JI1 {i'I
APPROVED
NORTH Cj..^.C? INA ENVB�AEN�iAL
MANAGEMENT COMMISSION O
DIVISION CF',YATE'3 CU6.0
2u Z
' ,mft Pam. sT!^)� D 1
EARTHWORK GENERAL NOTES
1. THE SITE TOPOGRAPHY AND OTHER TOPOGRAPHIC DATA SHOWN ON THE PLANS OR
INCLUDED IN THE SPECIFICATIONS ARE FOR THE INFORMATION OF THE CONTRACTOR.
THE CONTRACTOR SHALL MAKE SUCH ADDITIONAL INVESTIGATIONS AS REQUIRED TO
ACQUAINT HIMSELF ADEQUATELY WITH THE SITE, INCLUDING SUBSURFACE SOIL
CONDITIONS, FOR PREPARATION OF HIS BID, AND FOR THE SUCCESSFUL EXECUTION
OF THE WORK.
2. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL PROPOSED CONTOURS AND ALL
PROPOSED SPOT ELEVATIONS SHOWN ARE FINISHED GRADE.
3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE PROTECTION
OF HIS WORK. SUCH GRADING AS IS REQUIRED FOR THIS PURPOSE SHALL BE THE
CONTRACTOR'S RESPONSIBILITY AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO
THE OWNER. THE OWNER MAY DIRECT THE CONTRACTOR TO PERFORM SUCH GRADING AND
DRAINAGE AS IS NECESSARY TO PREVENT SURFACE RUNOFF FROM DAMAGING THE WORK.
4• THE CONTRACTOR SHALL BE REQUIRED TO INSTALL SILT FENCES, STRAW BALES, AND
OTHER EROSION & SEDIMENT CONTROL MEASURES TO PREVENT LOOSE DIRT AND SEDIMENT
FROM WASHING ONTO STREETS AND ADJACENT PROPERTY. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE MAINTENANCE OF EROSION & SEDIMENT CONTROL MEASURES UNTIL
FINAL INSPECTION BY THE LOCAL GOVERNING AGENCY.
5. ALL EARTH FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY; PLUS OR
MINUS 2% OF OPTIMUM MOISTURE (ASTM-D6798), EXCEPT FOR EARTH FILLS UNDER
ROADS WHICH ARE TO COMPLY WITH THE PAVING SPECIFICATIONS.
B. ALL EARTH FILL SHALL BE PLACED IN UNIFORM LAYERS OR LIFTS NOT EXCEEDING 6" EXPRESS
IN COMPACTED THICKNESS, UNLESS INDICATED OTHERWISE ON THE PLANS. R S
7. ALL EARTH FILL SHALL BE PLACED IN ACCORDANCE WITH NCDOT 2006 STANDARDS. AUG Q 4 ZO1O
ALL EARTH FILL UNDER BUILDINGS SHALL ALSO MEET THE REQUIREMENTS OF THE
ARCHITECT'S PLANS AND SPECIFICATIONS. NC DENR
8. IF A GEOTECHNICAL REPORT HAS BEEN PREPARED FOR THE SITE, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR FOLLOWING THE SITE PREPARATION RECOMMENDATIONS
SPECIFIED WITHIN THIS DOCUMENT, UNLESS MORE STRINGENT REQUIREMENTS ARE GIVEN
ON THE PLANS OR WITHIN THE PROJECT SPECIFICATIONS.
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PLAN r 30 :r •r
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Abbreviations
BOC
BACK OF CURB
M.H.
MANHOLE
B.O.L.
BEGINNING OF LINE
MIN.
MINIMUM
CMP
CORRUGATED METAL PIPE
N.I.C.
NOT IN CONTRACT
CONC.
CONCRETE
P.I.
POINT OF INTERSECTION
EL.
ELEVATION
PROP.
PROPOSED
E.O.L.
END OF LINE
PVMT.
PAVEMENT
EDP
EDGE OF PAVEMENT
RCP
REINFORCED CONCRETE PIPE
ESM'T
EASEMENT
REQ'D
REQUIRED
EXIST.
EXISTING
REQ'TS
REQUIREMENTS
F.F.E.
FINISHED FLOOR ELEVATION
R.S.L.
REAR SETBACK LINE
F.S.L.
FRONT SETBACK LINE
R/W
RIGHT-OF-WAY
I.E.
INVERT ELEVATION
S.S.
SANITARY SEWER
INV.
INVERT
S.S.L.
SIDE SETBACK LINE
LF
LINEAR FEET
TEMP.
TEMPORARY
LOC.
LOCATION
TOC
TOP OF CURB
MAX.
MAXIMUM
TYP
TYPICAL
M.B.L.
MINUMUM BUILDING LINE
U & D
UTILITY AND DRAINAGE
U.N.O.
UNLESS NOTED OTHERWISE
CV
Legend
Q
CONCRETE MONUMENT, FOUND
CONCRETE MONUMENT, SET PLS #19517
O
PROPERTY CORNER, FOUND
•
PROPERTY CORNER, SET PLS #19517
0
CALCULATED POINT
r
PROPERTY LINE
-x-X-
FENCE
0
CONCRETE
OHT-
OVERHEAD TELEPHONE LINE
-OHE-
OVERHEAD ELECTRIC LINE
-UGE-
UNDERGROUND ELECTRIC LINE
®
EXISTING SANITARY SEWER MANHOLE
-S-
EXISTING SANITARY SEWER LINE
rQ�
EXISTING. UTILITY POLE
EXISTING LIGHT POLE
-W-
EXISTING WATER LINE
wV
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
®
EXISTING WATER METER
GENERAL NOTES
1. NORTH ARROW AS SHOWN HEREON IS BASED ON A WELL DEFINED LINE, WHICH IS
SHOWN ON THE SURVEY DRAWING.
2. ALL MEASUREMENTS SHOWN ARE TO U.S. STANDARDS.
3. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY,
AND/OR OWNERSHIP WERE FURNISHED SURVEYOR EXCEPT AS SHOWN.
4. ONLY SURFACE UTILITY, STORM AND SANITARY SEWER STRUCTURES WHICH
ARE LOCATED WITHIN THE BOUNDARY AND OUTSIDE OF DESIGNATED
EASEMENTS ARE SHOWN. NO EFFORT HAS BEEN MADE TO LOCATE ANY
SUB -SURFACE UTILITY, STORM AND SANITARY SEWER LINES EXCEPT
AS SHOWN.
5. ENCROACHMENTS ABOVE GROUND ARE AS SHOWN.
6. THERE WAS NO FIELD LOCATION ATTEMPTED TO DETERMINE THE EXTENT
OF SUB -SURFACE STRUCTURES OR EAVE OVERHANGS, EXCEPT AS SHOWN.
7. THESE CERTIFICATIONS ARE IN ACCORDANCE WITH THE STATE
ADMINISTRATIVE CODE; RULE 330-X-2.01 PARAGRAPH 8 AND
RULE 330-X-14.05, CANNON IV, PRACTICE -RULE OF PROFESSIONAL
CONDUCT
u
41
S
MINK CREEK INVESTMENTS
CONTACT: BOB BROADWAY
PHONE: [phone]
ADDRESS: 132 HOLMES AVENUE NE
HUNTSVILLE, AL 35801
STANDARD ASPHALT = 12,964 SQ. FT.
HEAVY DUTY ASPHALT - 17,379 SQ. FT.
SIDEWALK = 1,561 SO. FT.
DUMPSTER/DELIVERY AREA CONCRETE = 837 SQ. FT.
CURB AND GUTTER = 677 L.F.
EX. DDT
R/W
O
2
m
:
MOSES R. WHITE, III
i
OB 585, P 687 POB
EX.
ZONED A-1 N I'
PINCHED
N 3321'00" E 484.63' PIPE
10' SIDE BUILDING SETBACK (N 33-2(484.93') 0/4- HEDGEROW (MAINTAINED BY ADJOINER) -
. SFF S 40'4444" E _
30' LANDSCAPE BUFFER OB 44.27'
50.00'---I _ END CURB + F 40.00' _ 21.00'-1 S-40JRW
DDT R/W
40 30O• �^�� n �' MONUMENT O
03
{ F9\ CONNECT TO EX 2
.. WATER METER PER m A
I 5' X 5' SEE MECH PLANS f y 0
CONC PAD FOR CONTINUATION �' R5.00' + + T p LOCAL MUNICIPALITY'
20 00' �` \ REQ'S
9.00 ..v. Rs I
40 00' -- l 00.
t _ g O
130.00' o
BOLLARD W m WATER N 5$ m
8' X 50' CONC / 4 > Svc
-�
AC PAD H'CAP SIGN II D00-1
q �°cOyF
2.82 Acres C O o
ZONED C-1 H'GAP RAMP mZ
PROPOSED BUILDING a t a t MAX a - 30.0 ' -- o a c" _
0 9,100 SQ FT BOLLARD ' `' .t o 20.00' o D I U1
o 'rJ
BOLLARD W/ ;
H'CAP SIGN O
N 9.00' + 0 06
0
10.00'
O 0.. O
t r
I - ---- -- !!..':•: ASPHALT
I--56.96'�---1 HEAVY DUTY
900 0 !,• . ,., $ END CURB
118.00, 141.32'
tie 18' X 18' CONC
Rs
.00,
PYLON'
•
CURB
90 == II
HEAVY DUTY ASPHALT
EX. DdT �i
MONUME
170.93'
•c' DUMPSTER PAD - - - - - - - -
o I WINDROW
/ WOODS 10' SIDE BUILDING SETBACK
J GENERA LY ALONG DITCH
-- -- -_- -- -- -- -- -- - -- --
WILLIAM F. EX, I S 3320'48" IN (S 33 2'00" W) 476.4T (476.49')
ASBURN, Jr. RRI 159.96'
ZONED A-1 WOODS /
S ro
01
REBECCA M. WALKER & 96�
kyl
• % OP
ly
E
-(EX. I'
PINCHED
PIPE
O
CURVE DATA m
DELTA = 0' 11' 21"
RADIUS = 23,102.31'
EX ILL
END '.
I.E.: 1
EX FL
END '.
I.E.: 1
414 I t+
N 5725'04" W 2320.06'
TO NCGS MONUMENT
AfORGAN 1978'
N 987,308.37 FT
E Z 779, 981.10 FT
NAD 83/88
S 60900" E 830.17'
TO NCHC MONUMENT
19 LS 10 1976"
N 980,009.92 FT
E Z782,850.73 FT
NAD 83/86
ELEVATION 14.54 FT
NAVD 88
GENERAL NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR MAKING APPLICATION, AND PAYING FOR ALL
NECESSARY PERMITS.
2. THE CONTRACTOR SHALL PREVENT THE DESTRUCTION OF ALL SURVEY MONUMENTS, BENCH
MARKS, PROPERTY CORNERS AND ALL OTHER SURVEY POINTS. WHERE THE REMOVAL OF
SUCH POINTS IS NECESSARY FOR THE ACCOMPLISHMENT OF THE WORK, THE CONTRACTOR
IS TO INFORM THE ENGINEER IN WRITING, PRIOR TO THE DISTURBANCE OF ANY POINT,
AND IS NOT TO DISTURB THE POINT UNTIL WRITTEN PERMISSION TO DO SO HAS BEEN
GRANTED BY THE ENGINEER.
3. ALL EXISTING TREES AND SHRUBS OUTSIDE OF THE LIMITS OF WORK SHALL BE PROTECTED
DURING CONSTRUCTION, AND ARE NOT TO BE DAMAGED IN ANY MANNER.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING
STREETS AND OTHER STRUCTURES WHICH IS CAUSED BY CONSTRUCTION ACTIVITIES.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND PROPER DISPOSAL OF ALL
BOULDERS, DEBRIS, EXCESS CONSTRUCTION MATERIALS, MATERIAL GENERATED FROM THE
DEMOLITION OF EXISTING STRUCTURES AND FACILITIES, AND TRASH.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING EXISTING UTILITIES LOCATED PRIOR
TO THE COMMENCEMENT OF CONSTRUCTION. WE ASSUME NO RESPONSIBILITY AS TO THE
ACCURACY OR COMPLETENESS OF THE EXISTING UTILITIES SHOWN ON THE PLANS.
7. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL STORM DRAINAGE PIPES SHALL BE
REINFORCED CONCRETE CLASS III (ASTM C-76). COMPACTED GRANULAR MATERIAL FOR
BEDDING SHALL BE REQUIRED WHERE UNSUITABLE GROUND WATER OR OTHER CONDITIONS
PREVENT THE CONTRACTOR FROM OBTAINING A PROPERLY SHAPED TRENCH BOTTOM.
8. ALL PAVEMENT CUTS SHALL BE REPAIRED WITH MATERIAL IN KIND TO THAT REMOVED.
9. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL RIP RAP SHALL BE CLASS 1, IN
ACCORDANCE WITH SECTION 814, ALDOT., 1995, AND SHALL BE GROUTED WHERE INDICATED
ON THE PLANS.
10. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF
THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE
OF THE WORK, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORMAL WORKING HOURS.
THE CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL DEVICES AND SAFETY
KEASURES FOR CONSTRUCTION WORK WITHIN PUBLIC RIGHT-OF-WAYS AND OTHER AREAS
WHICH REQUIRE ITS' USE IN ACCORDANCE WITH THE FEDERAL HIGHWAY ADMINISTRATION
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS.
THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S
PERFORMANCE DOES NOT INCLUDE REVIEW OF THE CONTRACTOR'S SAFETY MEASURES IN
ON, OR NEAR THE CONSTRUCTION SITE.
REINFORCED CONCRETE NOTES
1. ALL CONCRETE SHALL BE AIR ENTRAINED 3000 PSI MINIMUM COMPRESSIVE STRENGTH
AT 28 DAYS, (CLASS "A "), UNLESS NOTED OTHERWISE ON THE PLANS.
2. ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED WITH CONTINUOUS SHEAR KEYS IN
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ACCORDANCE WITH THE SHEAR KEY DETAIL ON THE PLANS.
3.
ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS, AND SHALL CONFORM
TO ASTM A615, FOR BILLET STEEL.
4.
LAP SPLICES AND BAR EMBEDMENTS SHALL BE IN ACCORDANCE WITH THE TABLE ON
THE PLANS.
5.
CONCRETE AIR CONTENT AND SLUMP SHALL BE IN ACCORDANCE WITH THE TABLE ON
THE PLANS.
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6.
ALL REINFORCING BARS SHALL BE SHOP BENT IN ACCORDANCE WITH THE TABLE ON
THE PLANS. HEATING OF REINFORCING BARS TO BEND THEM, OR STRAIGHTEN THEM
WILL NOT BE ALLOWED.
7.
ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, SMOOTH FABRIC WITH AN
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ASTM YIELD STRENGTH OF 65,000 PSI.
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PAVEMENT CONSTRUCTION GENERAL NOTES
1. NCDOT 2006, SHALL MEAN NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
'STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, 2006 EDITION.
2. CRUSHED AGGREGATE BASE COURSE PLANT MIXED SHALL BE PLACED IN ACCORDANCE
'mTH SECTION 520, NCDOT 2006. ALL MATERIALS SHALL BE IN ACCORDANCE WITH
SECTION 1010. 100% COMPACTION REQ'D.
3. PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE MATH
SECTION 700, NCDOT 2006.
4. BITUMINOUS CONCRETE BINDER LAYER SHALL BE PLACED IN ACCORDANCE WITH
SECTION 610, I-19.00, NCDOT 2006.
5. BITUMINOUS CONCRETE WEARING SURFACE LAYER SHALL BE PLACED IN ACCORDANCE
WITH SECTION 610, S-9.5C, NCDOT 2006.
6. THE SITE SHALL BE CLEARED AND ALL UNSUITABLE MATERIAL REMOVED PRIOR TO
PLACING AND COMPACTING EMBANKMENTS.
7. ALL SUBGRADES SHALL BE CLEARED AND GRUBBED, SCARIFIED TO A DEPTH OF 8", AND
THEN RECOMPACTED TO 100% OF THE MAXIMUM DRY DENSITY, PLUS OR MINUS 2% OF
OPTIMUM MOISTURE (ASTM-D6798).
8. IN ROCK EXCAVATION A MINIMUM OF 1 FOOT OF SOIL SHALL BE PLACED OVER ROCK
PRIOR TO PLACEMENT OF BASE MATERIAL.
9. CONCRETE WHEEL STOPS ARE TO BE PRECAST 2500 PSI MIN. COMPRESSIVE STRENGTH
CONCRETE, 6"Hx9"Wx84"L. WHEEL STOPS ARE TO BE SECURELY ATTACHED TO PVMT.
WITH A MINIMUM OF 2-5/8"44" GALV. STEEL DOWELS EMBEDED IN WHEEL STOPS
AT 1/3 POINTS, AND FIRMLY BONDED TO WHEEL STOP AND PAVEMENT.
10. PAVEMENT MARKING PAINT SHALL BE ALKYD -RESIN TYPE, READY -MIXED, COMPLYING
WITH FS TT-P-115, TYPE 1, AASHTO M-248, TYPE N, OR LATEX WATER -BASE
EMULSION, READY -MIXED, COMPLYING WITH FS TT-P-1952. APPLY PVMT. MARKING
PAINT WITH MECHANICAL EQUIPMENT, PER THE MFR'S RECOMMENDATIONS TO
PRODUCE PVMT. MARKINGS OF DIMENSIONS INDICATED ON THE PLANS WITH
UNIFORM, STRAIGHT EDGES, AND A MINIMUM WET FILM THICKNESS OF15 mils (.4mm).
NOTE
1:
RECORD MEASUREMENTS ARE SHOWN
CHARLES L. MINION, III
LENGTH
= 76.32'
IN PARENTHESIS
OB 585, P 687 Ex. DDT
CHORD
= 76.32'
NOTE
2:
ABOVE GROUND FUEL OIL TANK
ZONED C-1 R/W
BEARING
= S 45456"
ENCLOSED WITH ARBOR
MONUMENT •
E
NOTE
3:
ROOF DRAINS ARE UNDERGROUND
CURVE
TO THE LEFT kill
-OUTLET UNKNOWN
NOTE
4:
THIS SURVEY WAS PERFORMED WITHOUT
TOPOGRAPHIC & BOUNDARY INFORMATION PROVIDED BY:
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THE BENEFIT OF A TITLE REPORT � 1
NOTE 5: THIS SURVEY WAS PERFOMED WITHOUT WDOWELL & ASSOCIATES, P.A.
THE BENEFIT OF SUBSURFACE UTILITY
LOCATION IA(c POST OFFICE BOX 391
NOTE 6: ERROR OF CLOSURE OF RECORD 1715 VEEKSVILLE ROAD
DESCRIP- TION IS 0.18 FEET ENGINEERS ELIZABETH CITY, N.C. 27909 „
SURVEYORS PHONE [phone] - SCALE:. 1 = 30' 08/02/10
NOTE 7i THE PROPERTY SHOWN HEREON IS
DEVELOPMENT PLAN
LOCATED IN FLOOD ZONE 'X' PER FAX [phone] 90
FIRM PANEL 3720 7988 00 J SHEET IOF1
DA TED 1015104. 6pillillillill
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FG66 16.
CONCRETE
EMERGENCY SPILLWAY Lou1
EROSION AND SEDIMENT CONTROL CONSTRUCTION SEQUENCE
1. INSTALL CONSTRUCTION ENTRANCES WITH CRUSHED AGGREGATE BASE COURSE AT ALL
LOCATIONS WHERE CONSTRUCTION TRAFFIC WILL BE ENTERING AND EXITING THE SITE.
CONSTRUCTION ENTRANCES USED FOR REMOVAL OF ONSITE MATERIALS SHALL EXTEND TO
THE LOADING AREA, BUT IN NO CASE SHALL ANY CONSTRUCTION ENTRANCE BE LESS
THAN 50 FEET IN LENGTH OR 6" IN DEPTH. WIDTH SHALL NOT BE LESS THAN 15 FEET.
2. CONSTRUCT SEDIMENT TRAPS (IF ANY ARE INDICATED ON THE PLANS).
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3. GRADE IN THE PROPOSED DITCHES AS SHOWN ON THE GRADING PLAN, AND DIRECT
W r7 of
DRAINAGE FROM DISTURBED AREAS TO THEM.
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4. INSTALL BEST MANAGEMENT PRACTICES IN DITCHES AS THEY ARE CONSTRUCTED, AND INSTALL
FENCES AT INDICATED LOCATIONS. INSTALL CHECK DAMS AND GRAVEL
inSILT
Q N
BAG FILTERS AT STORM SEWER STRUCTURES AS THEY ARE CONSTRUCTED.
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5. MULCH, LIME, FERTILIZE AND SEED ALL DISTURBED AREAS AS SOON AS POSSIBLE
w
FOLLOWING FINAL GRADING.
F�
8. WASH DOWN CONSTRUCTION ENTRANCE AS NECESSARY TO LIMIT MUD AND DEBRIS BEING
. N
CARRIED ONTO ADJACENT ROADS. DRAINAGE FROM CONSTRUCTION ENTRANCE SHALL BE
-_
GRADED TO DRAIN TO SILT FENCES, OR OTHER EROSION CONTROL MEASURES.
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7. FOLLOWING COMPLETION OF PAVEMENT, STORM SYSTEM, AND MULCHING AND SEEDING
to
ACTIVITIES, FLUSH OR CLEAN ALL SEDIMENT FROM STORM PIPE SYSTEM.
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8. WHEN CONSTRUCTION IS COMPLETE AND UPON APPROVAL OF THE LOCAL GOVERNING AGENCY,
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REMOVE SILT FENCES, CHECK DAMS, AND GRAVEL BAG FILTERS. SPREAD AND GRADE
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COLLECTED MATERIALS, AND SEED. SPREAD STRAW AND SEED.
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9. REMOVE SEDIMENT FROM DITCHES, AND REGRADE TO DEPTH AND SIZE SHOWN
a
ON THE GRADING PLAN. SPREAD AND GRADE COLLECTED MATERIALS, AND SEED,
10. REMOVE SEDIMENT TRAPS, AND SEED DISTURBED AREA.
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TOP OF DAM - 1
TEMP SILT
FENCE (TYP)
SEE NOTE NO. 5 UNDER
"NCDENR GENERAL NOTES"
FOR POND CONSTRUCTION
REQUIREMENTS
I
NEW SINALE 7 SY RIP -RAP REWD
O 1.00X MIN. Q-10- 2 CFS
10:1 SIDE SLOPES MAX. LA- 7 FT
Q-10- 32 CFS MOSES R. WHITE, III D-50- 2.5"
1 V-10. 1.78 FT/SEC O-MAX- 5"
a 1 HOL DEPTH. 0.43 FT OB 585, P 687 DEPTH- 8"
i 1 ZONED A-1
I 1 /
III X. V / / N 3321'09" E 484,63' i
I R IFG
I 1 I x 16.65 1 21'00" E) (484.93') - _ 17.5--PIEV5fROW (MAINTAINED
FG.-[.. - -.. ..- -F..-
x 16.65 ' LAND 16.5 FF�® 17
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I.E.: 13.00
SEEDING NOTES
N 57'25'04" W 2320.06'
1.
THE CONTRACTOR IS REQUIRED TO FURNISH ALL MATERIALS, EQUIPMENT AND LABOR
TO NCGS MONUMENT
NECESSARY FOR THE SEEDING OF ALL DISTURBED AREAS, AND OTHER AREAS SPECIFIED
WORGAN 1978'
ON THE GRADING PLANS. ALL SPECIFIED SURFACE AREAS SHALL BE SEEDED IN
N 981,308.37 FT
ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS.
E 2, 779, 981.10 FT
NAD 83196
2.
TOPSOIL SHALL BE STRIPPED AND STOCK PILED DURING CONSTRUCTION. A MINIMUM OF
6 INCHES OF CONDITIONED AND AMENDED TOPSOIL SHALL BE RESPREAD OVER ALL AREAS
SPECIFIED FOR SEEDING. GRADING SHALL CONFORM WITH THE GRADING PLAN.
3.
SEEDING SHALL BE AS FOLLOWS:
(A) "REBEL" OR "FALCON" FESCUE SEED ('TIL APRIL 15TH) WITH 95% GERMINATION.
APPLICATION RATE SHALL BE 8 LBS. PER 1,000 SQUARE FEET.
(9) BERMUDA SEED (FROM APRIL 15TH TO AUGUST 15TH) WITH 95% GERMINATION.
APPLICATION RATE SHALL BE 3 LBS. PER 1,000 SQUARE FEET.
4.
SOIL AMENDMENT SHALL BE RECOMMENDED USING LIME OR SULFUR TO ACHIEVE A SOIL
PH OF5.5TO6.5.
5.
"2-4-D ROUNDUP" OR EQUIVALENT POST -EMERGENT HERBICIDE SHALL BE REQUIRED TO
KILL EXISTING WEEDS PRIOR TO SEEDING. "TREFLAN," "DACTAL" OR EQUIVALENT PRE -
EMERGENT HERBICIDE SHALL BE REQUIRED FOR ALL SEEDED AREAS TO PREVENT WEED
GERMINATION.
6.
PROTECTION OF SEEDED AREAS ON STEEP SLOPES SHALL BE PROVIDED USING A "SUPER
DUTY EXCELSIOR EROSION CONTROL BLANKET" AS MANUFACTURED BY "PPS PACKAGING
COMPANY," P.O. BOX 56 FOWLER, CA, 93625, OR APPROVED EQUIVALENT WHERE
INDICATED ON THE GRADING PLAN. APPLICATION OF "EXCELSIOR" BLANKET SHALL
COMPLY WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE INDICATED ON THE PLANS,
APPLY BLANKET TO THE SLOPE AFTER PROPER PREPARATION AND SEEDING OF THE GROUND.
S 60'14'10" E 830.17'
TO NCHC MONUMENT
019 LB 10 1976"
N 980,009.92 FT
E 2, 782,850.73 FT
NAD 83186
ELEVATION 14.54 FT
NAVD 88
EARTHWORK GENERAL NOTES
1. THESITE TOPOGRAPHY AN OTHER TOPOGRAPHIC DATA SHOWN ON THE PLANS OR
E G D
INCLUDED IN THE SPECIFICATIONS ARE FOR THE INFORMATION OF THE CONTRACTOR.
THE CONTRACTOR SHALL MAKE SUCH ADDITIONAL INVESTIGATIONS AS REQUIRED TO
ACQUAINT HIMSELF ADEQUATELY WITH THE SITE, INCLUDING SUBSURFACE SOIL
CONDITIONS, FOR PREPARATION OF HIS BID, AND FOR THE SUCCESSFUL EXECUTION
OF THE WORK.
2. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL PROPOSED CONTOURS AND ALL
PROPOSED SPOT ELEVATIONS SHOWN ARE FINISHED GRADE.
3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE PROTECTION
OF HIS WORK. SUCH GRADING AS IS REQUIRED FOR THIS PURPOSE SHALL BE THE
CONTRACTOR'S RESPONSIBILITY AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO
THE OWNER. THE
OWNER MAY DIRECT THE CONTRACTOR TO PERFORM SUCH GRADING AND
DRAINAGE AS IS NECESSARY TO PREVENT SURFACE RUNOFF FROM DAMAGING THE WORK.
4. THE CONTRACTOR SHALL BE REQUIRED TO INSTALL SILT FENCES, CHECK DAMS, AND
OTHER EROSION & SEDIMENT CONTROL MEASURES TO PREVENT LOOSE DIRT AND SEDIMENT
FROM WASHING ONTO STREETS AND ADJACENT PROPERTY. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE MAINTENANCE OF EROSION & SEDIMENT CONTROL MEASURES UNTIL
FINAL INSPECTION BY THE LOCAL GOVERNING AGENCY.
5. ALL EARTH FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY, PLUS OR
MINUS 2% OF OPTIMUM MOISTURE (ASTM-D6798), EXCEPT FOR EARTH FILLS UNDER
ROADS WHICH ARE TO COMPLY WITH THE PAVING SPECIFICATIONS.
6. ALL EARTH FILL SHALL BE PLACED IN UNIFORM LAYERS OR LIFTS NOT EXCEEDING 6"
IN COMPACTED THICKNESS, UNLESS INDICATED OTHERWISE ON THE PLANS.
7. ALL EARTH FILL SHALL BE PLACED IN ACCORDANCE WITH NCDOT 2006 STANDARDS.
ALL EARTH FILL UNDER BUILDINGS SHALL ALSO MEET THE REQUIREMENTS OF THE
ARCHITECT'S PLANS AND SPECIFICATIONS.
8. IF A GEOTECHNICAL REPORT HAS BEEN PREPARED FOR THE SITE, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR FOLLOWING THE SITE PREPARATION RECOMMENDATIONS
SPECIFIED WITHIN THIS DOCUMENT, UNLESS MORE STRINGENT REQUIREMENTS ARE GIVEN
ON THE PLANS OR WITHIN THE PROJECT SPECIFICATIONS.
NCDENR GENERAL NOTES:
140*ftJMI0AA&6VMEFOUNd04W THIS DETERMINATION
WAS MADE BY A PHASE I STUDY PERFORMED BY ARC
_ - .,._ ..._ ..- _ _ . - FG _... ._..
ENVIRONMENTAL, ENVIRONMENTAL ENGINEERS.
WILLIAM F. EX, 16 B5 S 3320' " W (S 33 .00" W) 16.65 476.4T (476.49') _ S PINCHED I I 2) TEMPORARY GROUND COVER SHALL BE ESTABLISHED WITHIN 21
FG CONCRETE WEIR BOX FG PIPE
ASBURN, Jr. RRI 16.65 SEE DETAIL THIS SHEET 16.85 22 SY RIP -RAP REWD CALENDAR DAYS. PERMANENT GROUND COVER SHALL BE
ZONED A-1 STONE CHECK Q-10- 3.0 CFS WOODS / FENCEMP(SILT ESTABLISHED WITHIN 15 WORKING DAYS OR90 CALENDAR DAYS.
FOR SPECIFICATIONS DAM REWD LA- 7 FT
TOP OF DAM 16.65
TEMP SILT (TYP) D-50- 2.50
• N9 = 3 ALL PLANT MATERIAL SPECIFIED FOR THE WET POND VEGETATED
FENCE (TYP) D-MAX- 5 /1ti CURVE TA
RIP -RAP DOWN TOE OF SLOPE m
DEPTH- r 0 5 ELF SHALL BE INSTALLED FROM APRIL TO MID JUNE.
�' 6�� DELTA = 0' 11' 21"
TO NEW CHANNEL (20 SQ. YD-)REBECCA M. WALKER & 9 RADIUS = 23,102.31' 4) CONSTRUCT THE PROPOSED WET POND ACCORDING TO SECTION
38 LF 15" RCP NOTE 1: RECORD MEASUREMENTS ARE SHOWN CHARLES L. HINTON, III &I SINA SA S MAX.MIN. 1 O 4, PAGE 10-20 OF THE NORTH CAROLINA STORMWATER 13MP
0 o.a2z 3a1 91DE iLIT1PE8 MALENGTH = 76.32'
IN PARENTHESIS DB 585, P 687 SOLO SOD REQ'D (242 SO YD) EX. DDT CHORD = 76.32' MANUAL, JULY 2007.
ZONED C-1 Q-10- 4 CFS R/u
24 SO YD RIP -RAP REWD NOTE 2: ABOVE GROUND FUEL OIL TANK V-10- 246 FT/SEC BEARING = S 454S6"
HGL DEPTH- 0.74 FT MONUMENT � '3�`�;T`�'� A-GIAYWPICiEo'tl#6'?TL31�;:.
Q-10- ENCLOSED WITH ARBOR E CONSTRUCTED IN G" LIFTS COMPACTED TO 100% PROCTOR DENSITY.
�• 1 CFS `" 18 SY RIP -RAP REQ'D CURVE TO THE LEFT
V-10- z.0 FT/SEC NOTE 3: ROOF DRAINS ARE UNDERGROUND LA- 7 FT UPON COMPLETION OF LINER, CONTRACTOR SHALL SUBMIT TO THE
-OUTLET UNKNOWN D-50- 2.5" �j ENGINEER OF RECORD HYDRAULIC CONDUCTIVITY TEST RE5ULT5
D-MAX- 5" �(� l SHOWING A MAXIMUM OF 0.01 IN/HP INFILTRATION RATE THROUGH
PERFORMED WITHOUT DEPTH- 6"
``
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MONUME
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STONE CHECK / E-WALL 10 18 16.7 -- 16 _ 16.75 p
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\ NOTE 4: THIS SURVEY WAS THE COMPACTED CLAY LINER. THE GRADES SHOWN ON THIS PLAN
THE BENEFIT OF A TITLE REPORT
NOTE 5: THIS SURVEY WAS PERFOMED WITHOUT TOPOGRAPHIC & BOUNDARY INFORMATION PROVIDED BY:
THE BENEFIT OF SUBSURFACE UTILITY
LOCATION WDOWELL & ASSOCIATES, P.A.
NOTE 6: ERROR OF CLOSURE OF RECORD
DESCRIP- TION IS 0.18 FEET /Ale POST OFFICE BOX 391
NOTE 7: THE PROPERTY SHOWN HEREON IS Q 1715 WEEKSVILLE ROAD
ENGINEERS AlC 27909
ARE TO TOP OF THE COMPACTED CLAY LAYER. SUBGRADE
` ELEVATIONS WILL NEED TO BE ADJUSTED TO ACCOUNT FOR THE
v REQUIRED LINER COMPACTION. 4517E ASSUMES NO RESPONSIBILITY
FOR THE INCORRECT CON5TRUCTIONITE5TING OF THE CLAY LINER.
DVDRAINAPLAN y0 c.�vs 1 30 so' Bo 08/02/1
O GE so
LOCATED IN FLOOD ZONE 'X' PER ELIZABETH CITY,
FIRM PANEL 3720 7988 00 J 0 SURVEYORS PHONE [phone] SIIEETIOFI
DATED 1015104. FAX [phone]
NE
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6' max, extra etrenath fabric without wire fence
Steel ij(t�{Irl ! iiati{ `({ tt ni ((j4ii
post 3 i#I (i� ft'li 1 jj#t rt i�3 t it {{}4ilt I t,t i i 1{ i
Plastic or
wire ties
il{d i'ihf i tilt t j{ Jt , P1.=al4i
24" the trcnc%
Filter
fabric
24"
Cross -Section
View
Filter
Steel fabric Backf11 trench Natural
post / and compact ground
thoroughly
x
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a•a••. :♦. • ••
• .,
�:a •4� • a Uqs
o' • min 4 •'
�� ..� • �.;• Bit
..t .. •,. a .� min
•..1 .•... ••
TEMPORARY SILT FENCE
TEMPORARY
4 CONSTRUCTION ENTRANCE
C9 NOT TO SCALE
Natural
ground
Temporary sediment
pool
1 ' min
2' max
Wire screen r Dewatering
•
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S,,,y.,,.,,,,..,,.r,.,,.,,.
INI�.'�.'�.�'.,fjj'�a'1'I�C'1'
it .9...
Sediment with grate
TEMPORARY BLOCK &
GRAVEL INLET PROTECTION
C9 NOT TO SCALE
{
3/4 INCH GRAVEL CONTAINED IN PERVIOUS -
BURLAP BAGS OR SYNTHETIC NET BAGS
(1/8 INCH MESH) APPROXIMATELY 24 INCHES
LONG, 12 WIDE AND 6 INCHES HIGH
GRAVEL FILTER BAGS CAN BE
A SINGLE OR DOUBLE LAYER.
PLACE GRAVEL FILTER BAGS SUCH
THAT NO GAPS ARE EVIDENT
IF A DOUBLE LAYER OF GRAVEL
FILTER BAGS ARE USED. THE TOP
BAGS MUST BE PLACED SUCH THAT
NO GAPS ARE EVIDENT WITH THE
LOWER LAYER OF BAGS.
PLACE GRAVEL FILTER BAGS SUCH
THAT NO GAPS ARE EVIDENT.
TEMPORARY GRAVEL FILTER
BAGS ON PAVEMENT FOR
INLET PROTECTION
NOT TO SCALE
Minimum apron 1 /
width= 3 We We {EMIENE= W. W� + L.
L. M
11 s•Y�
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.
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DA = 1.5 x 1.5 x
D,
Heavygeotextile
felxic, anchored
usutaing Full Culvert Flow (Hbgb Tailwater Conditions)
He
= height of culvert
We
=width of culvert
LA
= length of riprap apron
NOT TO SCALE WA
= width of riprap apron at end
Dso
= median rlprep size
DMAx
= maximum size of riprap = 1.5 Da,
DA
= depth of riprap apron =1.5 DMAx
PJprap Aprons
(downstream• ••• I pipe • .
IM
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9"min
----- -- -------------Nll ---
Wo
-r ,
FRter Cloth
Plan View
12" of NCDOT #5 or #57
washed stone 1.5'
ss i4
Class B Riprnp
n ?/
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LA
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Cross -Section View
L = The distance such that points
A and B are of equal elevation
l.r7Cl.rt uHIVI Z)r/A ..I1AU
TEMPORARY CHECK DAM
C9 NOT TO SCALE
Figure 5.55a Rock pipe inlet protection plan view and cross-section view
TEMPORARY ROCK
PIPE INLET PROTECTION
rl
EROSION CONTROL DETAILS
SIIEET 1 OF 1
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NOTE: TRANSITION FROM STANDARD
TO SPILL GUTTER OVER A
DISTANCE OF 10 FEET.
M CONTRACTION JOINTS REQ'D AT 10' O.C.
L 4 MAX., AND 1/2" EXP. JOINTS REQ'D AT
0 0 50' O.C. MAX. (PER CITY OF HUNTSVILLE
x w STD. SPEC'S FOR CONSTR. PROJECTS)
a3x 0
6" 18"
1 1\2" 24 IN STATE R—O—W co
O
W
ti.
_
,
e
�
N
�
—TTT
— ITT
=ITT=1
-
6"
_ T—TRH
SEE TYPICAL
PAVEMENT
SECTION
FOR REQUIREMENTS
EXTEND BASE
6" BEYOND
BACK OF CURB
PIkh
&
GUTTER
C 10
NOT TO SCALE
NOTE:
TRANSITION FROM STANDARD
TO SPILL GUTTER OVER A
DISTANCE OF 10 FEET.
v
CONTRACTION JOINTS REQ'D AT 10' O.C.
ILL
LL
MAX.,' 2PI
0
0
50OF HUNTSVILLE
D.C.MAX (PER CITY
STD. SPEC'S FOR CONSTR. PROJECTS)
w
a
6"
18"
1
1\2.
24 IN STATE R—O—W
0
0
I..v
' •
�Li
W
U
m
Z
• � V ti�
M
6"
EXTEND BASE
6" BEYOND
HACK OF CURB
SEE TYPICAL PAVEMENT
SECTION FOR REQUIREMENTS
STAN DAR D
CURB & GUTTER
NOT TO SCALE
ADA DETECTABLE
WARNING TRUNCATED
DOMES
)SINE WER AL .' • :
r: ' iN
i' o ~.•
• FACE OF CURB I 5'-0" I••• PLAN •I .5'-0" I FACE •OF CURB
I %s� SIDEWALK RAMP OB0
C NOT TO SCALE
SEE PLANS
LIGHT �TYP) OOM STROKES
e � a
SEE DETAIL 9, C1.03 FO
EXPANSION JOINT REQ'TS
R
a
° e
I
18"0 8" SIGN
WHITE H'CAP SYMBOL
+7'- i
BLUE BACKGROUND
REO'D AT ALL
H'CAP SPACES
HANDICAPPED
1" HIGH WHITE
LETTERS (TYP)
+6'-
PARKING ONLY
18"x8" SIGN
VAN
WHERE NOTED ON PLANS
BLUE BACKGROUND
ACCESSIBLE
\\\
SET SIGN POST IN CONCRETE (,TYP)
TO A MINIMUM DEPTH OF 3'-0'. USE
`- ELEVATION ABOVE
"U-TYPE" FOR
FINISHED PVMT. (TYP)
FOR SIGN POSTGED (PERTEEL ALDOTECTIONS SPEC S).
FABRICATE SIGN PANELS OF 16 GA.
OR .063 ALUMINUM.
WCAP SIGN
DETAIL
10 VAN ACCESSIBLE
C) O NOT TO SCALE
1 2 33 4
TOP 6" OF SUBGRADE IS TO BE COMPACTED TO
100% PROCTOR DENSITY. BELOW TOP 6" IS TO
BE COMPACTED TO 95% PROCTOR DENSITY AS
DETERMINED BY AASHTO T-99 COMPACTION
TEST. SEE PAVEMENT NOTES FOR ADDITIONAL
INFORMATION.
t 2�5 4
TOP 6" OF SUBGRADE IS TO BE COMPACTED TO
100% PROCTOR DENSITY. BELOW TOP 6" IS TO
BE COMPACTED TO 957 PROCTOR DENSITY AS
DETERMINED BY AASHTO T-99 COMPACTION
TEST. SEE PAVEMENT NOTES FOR ADDITIONAL
INFORMATION.
0 168 LBS./S.Y. (1-1/2") BITUMINOUS CONCRETE
SURFACE COURSE, REF. 610, S-9.5C, NCDOT 2006
OF SPECIFICATIONS.
2O 168 LBS./S.Y. (1-1/2") BITUMINOUS CONCRETE
SURFACE COURSE, REF. 610. 1-19.00, NCDOT 2006
OF SPECIFICATIONS.
O0.04 - 0.08 GAL./S.Y. TACK COAT AS REQ'D BY SPECS.
ALL MATERIALS ARE TO BE IN ACCORDANCE
WITH SECTION 605 OF THE NCDOT 2006 SPECIFICATIONS.
O6" LAYER OF CRUSHED AGGREGATE BASE COURSE PLANT MIXED
SHALL BE PLACED IN ACCORDANCE WITH SECTION 520, NCDOT
2006. ALL MATERIALS SHALL BE IN ACCORDANCE WITH SECTION
1010. 100% COMPACTION REQ'D.
O224 LBS./S.Y. (2") BITUMINOUS CONCRETE
SURFACE COURSE, REF. 610, S-9.5C, NCDOT 2006
OF SPECIFICATIONS.
O2 224 LBS./S.Y. (2") BITUMINOUS CONCRETE
SURFACE COURSE, REF. 610, 1-19.00, NCDOT 2006
OF SPECIFICATIONS.
O3 0.04 — 0.08 GAL./S.Y. TACK COAT AS REO'D BY SPECS.
ALL MATERIALS ARE TO BE IN ACCORDANCE
WITH SECTION 605 OF THE NCDOT 2006 SPECIFICATIONS.
O8" LAYER OF CRUSHED AGGREGATE BASE COURSE PLANT MIXED
SHALL BE PLACED IN ACCORDANCE WITH SECTION 520, NCDOT
2006. ALL MATERIALS SHALL BE IN ACCORDANCE WITH SECTION
1010. 100% COMPACTION REQ'D.
HEAVY DUTY PAVEMENT SECTION
NOT TO SCALE
NOTE: CONTRACTION JOINTS SHALL BE
SPACED AT "W (MAX) CENTER TO
CENTER, AND SHALL BE FORMED USING
PLASTIC OR HARDBOARD PREFORMED
STRIPS (1/3 DEPTH OF SLAB) PLACED
IN THE SIDEWALK AND CURB AT THE
TIME OF CONSTRUCTION, OR BY SAWCUTTING
THE SIDEWALK AND CURB TO 1/3 DEPTH
WITHIN 12 HOURS AFTER CONSTRUCTION.
MATCH LOCATION OF JOINTS IN PAVEMENT
WHERE POSSIBLE.
JOINT SEALING
COMPOUND (TYP)
SEE PAVEMENT SECTION
FOR REQUIREMENTS.
\— 1/2" PRE —MOLDED JOINT FILLER
REQ'D BETWEEN CURB & CONC.
PVMT. (TYP)
CONCRETE SIDEWALK &
8 TURN—D
C l 0 NOT TO SCALE
U"
NOTE: ALL DISTURBED AREAS SHALL BE
STABILIZED ACCORDING TO THE
SEEDING NOTES & CONST. PLANS.
SIDE SLOPES ARE TO CONFORM
TO GRADING PLAN WHEN
APPLICABLE
s TYPICAL SWALE
C O NOT TO SCALE
MOUND BACKFILL
,,,,-MOUND
ALLOW FOR
SETTLEMENT FINISHED PAVEMENT
SLOPE AS REQUIRED •' ' ; : o ; ° ° , ! ASPHALT PAVING
TO MEET OSHA REGULATIONS.
DENSE GRADED BASE
COMPACTED SOIL IN 12 INCH ad MATERIAL AS REQ'D
LAYERS TO 85% STANDARD v d BY STREET SECTION
PROCTOR DENSITY. p
COMPACT THIS PORTION OF TRENCH p DENSE GRADED BASE
IIIN WITH HAND HELD MECHANICAL TAMPERS
_ A
p
ALDOT NO. 78 ALDOT NO. 78
STONE OR SELECT F CRUSHED STONE
OF BACKFILL FROM a O
EXCAVATION.
WORK MATERIAL AROUND PIPE.
e
1'-0" BELL DIA. 1'-0" 1'-O" BELL DIA.
MIN. OF PIPE
MIN. OF PIPE MIN.
MIN.
STORM SEWER IN NON -TRAFFIC AREAS METHOD "B" STORM SEWERS IN PROPOSED
TRAFFIC AREAS OR WITHIN STREET RIGHTS -OF -WAY
STORM SEWER PIPE BEDDING
C10 NOT TO SCALE
NOTE: SPACE
EXPANSION JOINTS
5/16" NON —SAG URETHANE JOINT
AT 50' (MAX.) EACH SEALANT (1/2"x1'
SILICONE SEAL WAY AND WHERE SLAB
TERMINATES AGAINST 3/4" THICK CORK OR
e e \ SAWCUT TO 1/3 DEPTH A RIGD OBJECT. BITUMINOUS EXPANSION
OF SLAB WITHIN 12 HOURS 'cy JOINT FILLER ALONG WALL
OF CONSTRUCTION. AND FOOTING
• ° e,e a e �I I-1
e e e c
MI
4
I: '
9 1� N,
METAL CAP (INSIDE
SPACE CONTRACTION JOINTS AT LUBRICATED)
15' O.C. MAX. EACH WAY. 3/4"0 PLANE ROLLED STEEL DOWEL
18" LONG (MIN.) O 12" O.C.
CONMWnON JOINT DETAIL DOWELS ARE TO BE INSTALLED PARALLEL
TO BASE AND TO WALL AND SUITABLY
BRACED BEFORE POURING CONCRETE
EXPANSION JOINT DETAIL
CONCRETE PAVEMENT
fc— 4000 psi MIN.(28 DAYS) WWF 4"x4" W4xW4 (4 GA)
MIN. CONIC. FLEXURAL STRENGHT 650 PSI REINFORCING
SLUMP= 4" MAX. SEE SITE PLAN FOR LOCATION
•
!� • _L
c0 —x--X x—x—x=•xv--7--R ic••-v—x—xd
6" THICK DENSE GRADED BASE
`Typ' I io CONCRETE P
C 10 1 NOT TO SCALE
'AILS
-0" 1 OUTSIDE 1 2'
FILL SLOPE
3/4 CHAMFER (TYPICAL)
2
o „ CLR. �� 2 1/24"CLR.
In
P
O —
8" MIN. DEP �\ /
OF TURN -DOWN WWF 4x4-W2.9xW2.9
EDGE TYPICAL TURN INTO TURN -DOWN
NOTE: USE 3/4" CHAMFER EDGES. 3„
ON ALL EXPOSED CONCRETE
EDGES.
ELEVATION
TINGLE PIP
tp
c 5 a~
ao IM a� .o�•.
N O
Lo N
W V) 6
J N
Q co
to
Q N
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O
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\PZ T 0
a 0
.�` o a
0
E
IL
N O
to
r-
_y
ter, ���ob• r
O
O
U
O r 0
ow
2'-0
025
f O
• O Q
/ , /\ z
o
3" CLR
T ' (TYP)
j ij)CONCRETE SLOPE PAVED ENDWALL
NOT TO SCALE
CONSTRUCTION DETAILS
SHEETIOFI
65
O
5
w
W
W N
m,j
(]gyp J0m
J
I W N X O Z M
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20
15
10
20
15
10
5
i
TOP OF DAM BEYOND: 16.65
-----
__.
EMERG. SPILLWAY NEW WIER BOX
FG ELEV: TS.S
TOP: 15.50
_
TOP OF
SEDIMENT
0.75 X 0.80 WEIR.
-._
14.20
FOREBAY: 13.5
I.E. OUT: 13.25
I.E. 6" PVC: 13.50
\
2.1 SIDE
1 F-//
SLOPES
I
MAX7C-f10C'C'1AV
TEMP POOL
ELEVd_14.
0
NORMAL POOL
ELEV: 13.50SCH
40 PVCNEW
1�"
RCP3.1SIDE
0 0.40%
SLOPESNEW
DRAINAGE1SWALE
TO EXISTCHANNEL
® REAR
_
_ _OF
PROPERTYISLOPE
0 0.50% MIN.
CLE# JT 8.00
VIOL
.
SEDIMENT STORAGE
1 FT DEPTH
(126 CU. FT.)
POND SEDIMENT STORAGE
I
1 FT DEPTH (332-
CU. FT.)
0
0 h^
o O
< rj
o 0
Div
a4
�^
cdc
mC
-0+50 0+00 1+00 2+00
1 rrc. I rvimu %.0muga-
11 H: 1 "=20' V: 1 to = 2'
_- TOP OF DAM: 16.65
- - _;;V SIDE --
LOPES
MAX.
1 VEGETATED SHELF REQ'D WIDE
10' E O 10:i SLOPE MAX. EMP_POOL ELEV: 14.20_
NRMAI. POOL ELEV: 13.50
FG: 14.00 -
10.00 10.00
- FG: 13.00 _------
3:1 SIDE
SLOPES
MAX.
SEDIMENT CLEANOUT
ELEV: 8.00
POND SEDIMENT STORAGE
1 FT DEPTH (332 CU. FT.)
,p
o
0
r t
t I
-0+50 0+00 1+00
2 WET POND CROSS-SECTION 2
c11 H: 1 "=20' V: 1 " = 2'
20
15
10
r�
1+50
TOP OF DAM ELEV. = 16.00
20
15
10
5
2+50
TOP OF BOX ELEV. = 15.50
9 ° ° c i 4'-0'
to
a
iTe
15" RCP I.E. OUT 13.25
SIDE VIEW PLAN
TOP
DAM: 1
IVC1"/ I.VIVI,.RCIG
EMERGENCY
C 11 1 NOT TO SCALE
#EQ'D FOR
ALL OPENINGS, EMBEDDED INTO CONC.
(1" OPENINGS GALV. WELDED 16 GA.
HARDWARE CLOTH) EXTEND SCREEN
2" PAST EDGES OF WEIR
P OF
M: 16.65
PIPE FROM WIER BOX
I.E. O CL OF SPILLWAY: 13.17
MAY DETAIL
Wf0Na'C0N5 ION NOT :
I ,MATE ,AL SPA . i 1 PONE V 61 i Tf1)
5 SYTittC` PAID JI.
CM5TRUCT THE PROPOSED WET POND ACCORDING TO SECTION
10.4, PAGE 10-20 OF THE NORTH CAROLINA 5TORMWATER BMP
MANUAL, JULY 2007.
�w ; W1lt Il fE;!t1Il l E t - XINER 15 TO BE
CONSTRU ED IN G" LIFTS COMPACTED TO 100% PROCTOR DENSITY.
UPON COMPLETION OF LINER, CONTRACTOR SHALL SUBMIT TO THE
ENGINEER OF RECORD HYDRAULIC CONDUCTIVITY TEST RE5ULT5
SHOWING A MAXIMUM OF 0.01 IN/HR INFILTRATION RATE THROUGH
THE COMPACTED CLAY LINER. THE GRADES SHOWN ON THIS PLAN
ARE TO TOP OF THE COMPACTED CLAY LAYER. 5UBGRADE
ELEVATIONS WILL NEED TO BE ADJUSTED TO ACCOUNT FOR THE
REQUIRED LINER COMPACTION. 451TE ASSUMES NO RESPONSIBILITY
FOR THE INCORRECT CONSTRUCTION/FESTING OF THE CLAY LINER.
I?ON�l, p 5t16LF 3I IN1 REQUIRE A MINIMUM OF 12
OF I Ot1..A50Vttb0F*OTW I;T.#YlllitM-5UBGRADE
ELEVATIONS NEED TO BE ADJUSTED TO ACCOUNT FOR THE REQUIRED
1 2" THICKNESS OF TOPSOIL.
SCH 40 PVC THREADED CAP °
FOR MAINTENANCE ACCESS
(SOLID NO HOLE REQ'D) 0
00
SCH 40 PVC co ° d
TEE
ILA
6" SCH 40 PVC
W/ THREADED CAP AT END
2" 0.1
•
4'-0"
7w
OPENING (SEE PLAN)
STEPS
(-p)
TYP
/
kIL
K
41
SLOPE BOTTOM W/
5" LAP U GROUT AS NEEDED
(TYp) TO DRAIN
5'-4"
SECTION "A"-
c t o
vt
a a
N
O
Q
00 N
to
LLI
to
J
Q u0
Q
4; to
N
rn x
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2
O
�_
CL
N
04
Oi
O
�LO
U
�(6
NP
Z
N
>; v
_C
a
t
0 Co.
0
E
v�
0
LO
n
mow.#pt •.`���
0
Q
a :co
L�
O
�UH
ou
TOP OF BOX ELEV. = 15.50 l ry� U a
d »
i
P
d _OVER
FLOW WE4R ,
4 d d
4'-0"
FRONT VIEW
PROVIDE 24"
0.75
' FT X 0.80 FT ^
d° AO
I 7
BOTTOM OF BOX ELEV. m 13.00 ^�
DIAMETER FRAME NOTES
& LID FOR ACCESS 1. ALL CONCRETE SHALL BE CLASS "A" AND SHALL
DEVELOP A MINIMUM COMPRESSIVE STRENGTH
OF 3000 PSI IN 28 DAYS.
2. REINFORCING SHALL BE INTERMEDIATE GRADE (GRADE 60)
DEFORMED BARS AND SHALL CONFORM TO THE
REQUIREMENTS OF THE STANDARD SPECIFICATIONS
FOR BILLET STEEL CONCRETE REINFORCEMENT
BARS, ASTM A-15 AND DEFORMATIONS CONFORMING
TO ASTM A-305.
3. STEPS ARE REQUIRED ON ALL INLET BOXES
WHEN DIMENSION FROM BOTTOM SLAB FLOW LINE
TO TOP OF TOP SLAB IS GREATER THAN 4'-0".
4. WHEN BRICK CONSTRUCTION IS USED, WALLS SHALL BE 8"
BRICK WHEN H < 5'. USE 12" BRICK WHEN H > 5'. WITH
1/2" THICK MORTAR ON BOTH SIDES.
WET POND DETAILS
SHEETIOF1
0
O
5
w
w
N
m w
m w Q
17 O W_j m
zz-jO
I wNY4 V)
3 0
1 0 0 0 Q O
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F-

I
NEW SWALE
O 1.00R MIN.
10:1 SIDE SLOPES MAX.
Q-10- 3.2 CFS
1 V-10 1.76 FT/SEC
TOP OF DAM 16.65 I I 11 FIGL DEPTH- 0.43
II R x I �
�I 1 .
5
TEMP SPILlFENCE OW)
FG -
�,16.6
SEE NOTE NO. 5 UNDER l/ y
"NCDENR GENERAL NOTES" / I\ 15' STONE CHECK
FOR POND CONSTRUCTION If / DAM REQ'D
REQUIREMENTS / I
4i FG \ I x , / i • , / x
/ 1 16.65 � / 1 i /�y
-13.5 - y I TEMP SILT / z I
TOP OF DAM 16.65 / 9 FENCE')Ilk x
/
I
/ • IM 1 I` // / / / 7" FG
O
x
r ri
0
m
EX. DOT
R/V
r;
POB
/ STONE CHECK EX. I'
/ DAM REQ'D - PINCHED r
/ (TYP) PIPE
PIPE
I
S
/ 44.27' 1� 5 rn /
/ E LARE
S-40'39-00. ( ( E�D SECT ON
5 (44.23')
` J
X. 14.4
DOT
. MONUME
RED
,' CTIO
.53
7 \
av
1 � \
v O ( 11 C31
OD
ti 1 1 f l 11 co
>7 c tiF 1 1 1 1 1
aC �
a a a I 11 11 1
ulCA III 1
1 0
- 11 N Ni E-WALL
f rn rn' I I.E.: 14.00
1
•r I M 16.6 � I � ' �' �
2 / a / x �0 I' r ! {R
CONCRETE / \ I / '"
EMERGENCY SPILLWAY / `2 w) u1 O l \ I = I I P
(SEE DETAIL) / FG ELEV =14.70 m I
EX. D R/V III 1
MO ENT I I F
TEMP SILT �_ /
1 I ley,\� 16.5 g51
--- \ y \ - 1 .
FENCE (IYP)/ I I X �t7:8b:.r' FG LP
STONE CHECK / 8 rat - 16.75 75 \ F/E;PCEP SILT
/ E-WALL 10 18 / (?) 0 Ili W
(DYP)RE00 I LE.: t3.10 1 11 12 I 15: I� / 1
Ila ROW
1 14
'x G ITCH,_,- _
WILLIAM F. EX, FG 16.65 3S 320'4 " W (S 33 '00" W) 16.65
ASBURN, Jr. RRI 16.65 CONCRETE WEIR BOX FG
ZONED A-1 SEE DETAIL THIS SHEET 16.65 STONE CHECK
R SPECIFICATIONS TOP OF DAM 16.65 DAM REQ'D
TEMP SILT
FENCE (TYP)
RIP -RAP DOWN TOE OF SLOPE
TO NEW CHANNEL (20 SO. YD.) REBECCA M. WALKER &
38 LF 15' RCP NOTE 1: RECORD MEASUREMENTS ARE SHOWN CHARLES L. HINTON, It/
O o.42z IN PARENTHESIS DB 585, P 687
24 NOTE 2: ABOVE GROUND FUEL OIL TANK ZONED C-1
Q
0-10 Y- 4.9 CFS RIP -RAP REQ'D ENCLOSED WITH ARBOR
18 SY RIP -RAP REQ'D
V-10- 2.0 FT/SEC NOTE 3: ROOF DRAINS ARE UNDERGROUND LA- 7 FT
-OUTLET UNKNOWN D-50- 2.5'
D-MAX- 5'
NOTE 4: THIS SURVEY WAS PERFORMED WITHOUT DEPTH. e'
THE BENEFIT OF A TITLE REPORT
NOTE 5: THIS SURVEY WAS PERFOMED WITHOUT
THE BENEFIT OF SUBSURFACE UTILITY
LOCATION
NOTE 6: ERROR OF CLOSURE OF RECORD
DESCRIP- TION IS 0.18 FEET
NOTE 7: THE PROPERTY SHOWN HEREON IS
LOCATED IN FLOOD ZONE 'X' PER
FIRM PANEL 3720 7988 00 J
DA TED 1015104.
1
7 SY RIP -RAP
REQ'D
Q-10- 2 CFS
LA- 7 FT
MOSES R. WHITE, III
D-50- 2.5"
D-MAX= 5"
DB 585, P 687
DEPTH- 8'
ZONED A-1
i
N 332 'OQ' E
484,63'
,
21'00" E)
(484.93)
F
17_5-REIII<ROW (MAINTAINED BY
-
LAND 165
i 1Yf'I'Ei�
FG P
17
STONE CHECK
--
18.6
DAM REQ'D
:• ALK
FG
L 0 /
(TYP)
17.85
�7.15
/
BC O
/
BC
18.70
18.30
18
:•
O
O O
BC HP
\ 2.82 Acr
s
lssn
ZONED
-1
18.60 ..
°•.:
FG
ec
ec
19.26
17.90
78 18.76
'- - -- - - -- - \`
-
FG
FFE: 18.75
18.10
- - 1 .5
- - _-
,I
y
;'v;
/
.25
478.47' (476.49)
22 SY RIP -RAP REQ'O
0-10- 3.8 CFS
LA- 7 FT
-D-50- 2.5'
D-MAX= 5"
DEPTH- 8'
NEW SWALE O 1.00% MIN.
3:1 SIDE SLOPES MAX.
SOLID SOD REO'D (242 SO YD)
Q-10- 4 CFS
V-10- 2.46 FT/SEC
HGL DEPTH- 0.74 FT
I
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PI
WOODS / PSILT
(TYP)
/ro CU TA m
5 96y� DELTA = 11' 21`
RADIUS = 2 02.31
LENGTH = 76.
EX. DOT CHORD = 76.32
R/II BEARING = S 454' "
MONUMENT E
CURVE TO THE LEFT
TOPOGRAPHIC & BOUNDARY INFORMATION PROVIDED BY:
IA12McDOWELL & ASSOCIATES, P.A.
PDST OFFICE BOX 391
ENGINEERS 1715 WEEKSVILLE RDAD
ELIZABETH CITY, N,C, 27909
171 SURVEYORS PHONE (252>338-4161
FAX [phone]
64 LF 13.5" X 22" RCAF
O 1.56%
1 ■ 1 1
11
N 5725*040 W 2320.06'
TO NCGS MONUMENT
'MORGAN 1978'
N 981,308.37 FT
E 2,779,981.10 FT
NAD 83186
S 60'14'10' E 830.17'
TO NCHC MONUMENT
19 LS 10 1976"
N 980,009.92 FT
E Z782,850.73 FT
NAD 83186
ELEVATION 14.54 FT
NAw 88
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SCALE. 1"= 30' 08102110
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V A / / N 3371'0Q' E 484,63_ /
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\ I 10' SIDE BUILDING SETBACK (N 3371'00" E) (484.93) _ by HEDGEROW (MAINTAINED BY AdJOINER)
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CONCRETE
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REBECCA M. WALKER & DELTA = 0' 11' 21"
NOTE 1: RECORD MEASUREMENTS ARE SHOWN CHARLES L. HINTON, III RADIUS = 23,102.31LENGTH = 76.32'
IN PARENTHESIS DB 585, P 687 CHORD = 76.32'
NOTE 2: ABOVE GROUND FUEL OIL TANK ZONED C-1 BEARING = S 4'5456"
ENCLOSED WITH ARBOR E
NOTE 3: ROOF DRAINS ARE UNDERGROUND CURVE TO THE LEFT
-OUTLET UNKNOWN
NOTE 4: THIS SURVEY WAS PERFORMED WITHOUT TOPOGRAPHIC & BOUNDARY INFORMATION PROVIDED BY:
THE BENEFIT OF A TITLE REPORT
NOTE 5: THIS SURVEY WAS PERFOMED WITHOUT WDOWELL & ASSOCIATES, P.A.
THE BENEFIT OF SUBSURFACE UTILITY
LOCATION Ale POST OFFICE BOX 391
NOTE 6: ERROR OF CLOSURE OF RECORD Q 1715 VEEKSVILLE ROAD
DESCRIP- TION IS 0.18 FEET ENGINEERS ELIZABETH CITY, N.C. 27909 /
NOTE 7: THE PROPERTY SHOWN HEREON IS 0 SURVEYORS PHONE [phone]
LOCATED IN FLOOD ZONE 'X' PER FAX [phone]
FIRM PANEL 3720 7988 00 J
DA TED 10/5/04.
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N 5775'04' W 2320.08'
TO NCGS MONUMENT
'MORGAN 1978'
N 981,308.37 FT
E Z779,981.10 FT
NAD 83186
S 6014'10' E 830.17'
TO NCHC MONUMENT
"19 LB 10 1976"
N 980,009-92 FT
E Z78ZB50.73 FT
NAD 83186
ELEVATION 14.54 FT
NAVD 88
PRE -DEVELOPED BASIN MAP SCALE.- 1 "= 30' 08102110
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TREE5 CITY BOTANICAL NAME / COMMON NAME CONT
PIN TAE 2 PINUS TAEDA / LOBLOLLY PINE B I B
PLA OCC 4 PLATANU5 OCCIDENTAL15 / AMERICAN SYCAMORE B 4 B
QUE GRE 17 QUERCUS PALU5TP15 'GREEN PILLAR' / GREEN PILLAR OAK B 4- B
QUE HIG 34 QUERCUS PHELLOS-HIGHTOWER' / WILLOW OAK B d B
FLOWERING TREES CITY BOTANICAL NAME / COMMON NAME CONT
COR GLO 64 COP.NUS MA5 'GOLDEN GLORY' / GOLDEN GLORY CORNELIAN CHERRY B E B
SHRUBS QTY BOTANICAL NAME / COMMON NAME CONT
ELIO JAP 17 EUONYMUS JAPONICU5 / JAPANESE EVERGREEN EUONYMU5 3 GAL
ILE 5T3 180 ILEX CRENATA 'STOKES' / JAPANESE HOLLY 2 GAL
MAG HEN 18 MAGNOLIA VIRGINIANA 'HENRY HICKS' / SWEET BAY 3 GAL
VIB BEW 114 VIBURNUM TINU5 'BEWLEY'S VARIEGATED' / BEWLEY'S VARIEGATED VIBURNUM 3 GAL
GROUND COVERS CITY BOTANICAL NAME / COMMON NAME CONT
G7G HYPERICUM CALYCINUM / CREEPING ST. JOHN'S WORT I GAL@ 24" OC
LANDSCAPE 51TE REQUIREMENTS:
30' STREET YARD BUFFER- 70' LANDSCAPE PARKING AREAS:
REQUIRED: 1.5 CANOPY TREES REQUIRED: -30% OF PARKING AREA
SHRUBS SHALL BE COVERED WITHIN
PROVIDED: 4 CANOPY TREES 15 YEARS OF PLANING.
18 SHRUBS -I CANOPY TREE IN EACH
435 GROUNDCOVER ISLAND
30' LANDSCAPE BUFFER A PROVIDED: 17 CANOPY TREES FOR
REQUIRED: 13 CANOPY TREES PARKING AREAS
22 UNDERSTORY TREES 53% PARKING AREA COVERAGE
IN 15 YEARS OF PLANTING.
108 SHRUBS
PROVIDED: 13 CANOPY TREES
23 UNDER5TORY TREES
114 SHRUBS
30' LAND5CAPE BUFFER B
30' LANDSCAPE BUFFER C
REQUIRED: 8 CANOPY TREES
REQUIRED: 13 CANOPY TREES
13 UNDEP5TORY TREES
22 UNDERSTORY TREES
G4 SHRUBS
108 SHRUBS
PROVIDED: 8 CANOPY TREES
PROVIDED: 13 CANOPY TREES
16 UNDERSTORY TREES
24 UNDER5TORY TREES
65 SHRUBS
112 SHRUBS
13)QUE HIG 114)VIB BEW
-(23)COR GLO
ILE ST3(65)
APE NOTES
CAL
SIZE
1.
Contractor is responsible for the location of underground utilities on the site. Repair
damaged utilities to owner's
2"CAL
6' MIN.
satisfaction at n0 additional cost.
2"CAL
6' - 10' MIN.
2.
Verify quantities on plans before pricing work and provide plant material in sizes and
varieties shown on the drawings and plant
2"CAL
10' - 12'
list.
2^CAL
3.
All plant material shall be guaranteed one full year, free replacement.
CAL
SIZE
I"CAL
12-15' H
4.
Sod all areas according to landscape plan and seed all others.
FIE24"
5.
Landscape architect may or may not at his/her discretion accept substitutions.
P Y Y / P
24°
101,
6.
Provide freshly dug trees and shrubs. Do not use naturally collected materials.
MIN.
7.
Plant material stored on the site more than 8 hours prior to planting shall be healed
in with mulch and kept moist.
10-11111111MAII01
8.
Install all plant materials in accordance with all local codes and ordinances.
9.
Stake plant locations for approval by landscape architect before installation. Adjust stake locations as directed.
10.
All plants shall meet specifications. Rootballs shall meet or exceed size standards set forth in ANSI 260.1, 'American Standard
for
Nursery Stock'. Main leaders of all trees shall remain intact.
11.
Mulch plant pits and planting beds with specified mulch to a depth of 3 inches.
12.
Prepare all topsoil to be used in GROUND COVER planting areas in the following proportions:
4 parts top soil
2 parts decomposed organic matter
1 part approved soil amendment
1 part mychorizae fungi per manufacturer spec's
13.
Remove from site any plant material which turns brown or defoliates within 5 days after planting. Replace immediately with
approved
specified plant material.
14.
When landscape work is complete, landscape architect will, upon request make an inspection to determine acceptability.
15.
Maintain all plant material until the job is accepted in full by the landscape architect unless otherwise specified.
16.
Locate plant material prior to submitting bid / or qualify bid with recommended plant substitutions. Submission of bid shall
constitute
contractors acceptance of plant availability.
17.
All trees will be mulched, and be staked as shown on drawings. Stakes and guy wire to be removed by and remain the
property of the contractor.
j � A
MOSES R. WHITE,
III '
DB 585, P 687
PLA OCC(4}—I
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COP GLO (2 7 �,., C) t ) I. /• r -lJ - 5 " 1 a : t.,
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GENERALLY AL NC pl D�=
WILLIAM F. ILE 5T3(3)
ASBURN, Jr. COP GLO(24)
QUE HIG (13 ILE 5T3 (1 12
NOTE: VEGETATIVE SHELF IS TOBE LANDSCAPED WITH 4" HERBACIOU5 PLANTS.
MANT MATERIALS ARE TAD K SELECTED FROM THE NORTH CAROLINA
5TOWWATFR MAP MANUAL, SECTION 9, PAGE 9-19.
REBECCA M. WALKER &
CHARLES L. HINTON, III
DB 585, P 687
EX. DDT
R/W
MONUMENT
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MAG HEN
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CURVE DATA
DELTA
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RADIUS
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LENGTH
= 76.32'
CHORD
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BEARING
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BALL
TREE AS SPECIFIED
"CINCH -TIE", "'GRO-STRAIT", OR
EQUAL FLEXIBLE RUBBER TREE
TIES IN FIGURE EIGHT FASHION.
ATTACH TO STAKE WITH TWO
GALVANIZED ROOFING NAILS.
2" DIAMETER LODGEPOLE PINE
TREATED TREE STAKE. SET
PERPENDICULAR TO PREVAILING
WIND.
REMOVE NURSERY STAKE BY THE
END OF MAINTENANCE.
BACKFILL PLANTING AS PER
PLANTING DETAIL.
AVOID DAMAGE TO THE ROOT
BALL WITH THE SUPPORT STAKES.
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DUNG FINISHED
HER ♦♦``��\�����
GRADE. SLOPE BACKFILL AWAY FROM �♦♦ ��p; �j �i�
ROOTBALL FOR POSITIVE DRAINAGE. OV\- • • • .t�
PLANTING AT PLANTING AT - -+ • v
TURF AREAS.v SHRUB AREAS.
KEEP TURF CLEAR FOR A 18" KEEP, MULCH 6" - 8" Z
RADIUS CIRCLE AROUND THE
TREE. MULCH WITH A 3" THICK FROM BASE OF TREE. �'drO , • �;. ♦♦♦
LAYER OF SHREDDED BARK. MULCH WATWEL
6- AREA TO 3 E D PTHL ''��H 1I1111AA
RECESS TURF AREA 6" HIGH WATER
1" TO ALLOW FOR MULCH. WELL AT SHRUB
FINISHED GRADE AREAS. L ,
AT LAWN. I-11 FINISHED GRADEj�'1
SHRUBS.
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kin NiO to O
N N N M NOTED OR SPEICIFIED:
BACKFILL MIX, SEE 2X ROOTBALL h
NOTES AND SPECIFICATIONS. " AT 15 GALLON NATIVE SOIL MIX
48" AT 24" BOX
FIRMLY COMPACTED. W M'
60" AT 30" BOX
72" AT 36" BOX U
PLANT PIT DETAIL
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TREE SINGLE STAKE PLANTING ~
WATER WELL:
4' HIGH AT SHRUB,
NO WATER WELL
AT LAWN AREA.
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ROOTBALL
2 X ROOTBALL
12" AT 1 GALLON
22" AT 5 GALLON
32" AT 15 GALLON
329343.16-03
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ROOTBA_ 1 SET HIGHERLL CROWN O
1 " HIGHER
THAN SURROUNDING
FINISHED GRADE.
SLOPE FINISHED GRADE
AT BACKFILL AWAY FROM
ROOTBALL. ^/ ^
MULCH TO 2" DEPTH
//— AT WATER WELL. I•L�
r7r-'�, r- FINISHED GRADE.
PLANT TABLETS AS NOTED
OR SPEICIFIED.
BACKFILL MIX, SEE NOTES
AND SPECIFICATIONS.
NATIVE SOIL MIX
FIRMLY COMPACTED.
1
SHRUB PLANTING
1" = 1 -0" 329333.13-01
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