SW7060720_APPROVED PLANS_20170921

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
pAPPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

NO O�MA+EERS:
EKB-ITB FAMILY LLC PIN* 7804-06-49-1408
PO BOX 99 SITE ADDRESS: 409 W. QUEEN STREET
MANTEO, NC 27954 ZONED: HIGHWAY COMMERCIAL (CH)
2. TOTAL PARCEL AREA - 152.912 SF / 3.51 AC
UPLANDS = 133,880 SF / 3.07 AC
WETLANDS = 19,032 SF / 0.44 AC
3. BOUNDARY, TOPOGRAPHIC, & PHYSICAL INFORMATION SHOWN IS BASED UPON FIELD
SURVEY BY QUIBLE do ASSOCIATES, P.C., DATING FROM 01/17/17 TO 03/15/17 AND
SURVEY ENTITLED "PHYSICAL SURVEY' FOR KELLOGG BY QUIBLE do ASSOCIATES, P.C.
DATED 03/24/17.
4. HORIZONTAL DATUM IS NAD 83(2011), VERTICAL DATUM IS NAVD 88.
5. PROPERTY IS LOCATED IN NFIP FLOOD ZONES AS SHOWN AND SUBJECT TO CHANGES.
BASED ON COMMUNITY CID NO. 370062; PANEL 7804; SUFFIX J.
(MAP NUMBER 3720780400J) EFFECTIVE DATE: 10/16/2008.
6. THIS PLAN SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRICTIONS,
EASEMENTS, COVENANTS, ETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE
TITLE SEARCH.
7. EXISTING VEGETATION TO BE PRESERVED WHERE POSSIBLE.
8. REMOVE TREES, GRASSES, SHRUBS AND OTHER VEGETATION, IMPROVEMENTS OR
OBSTRUCTIONS INTERFERING WITH INSTALLATION OF NEW CONSTRUCTION UNLESS NOTED
OTHERWISE.
9. PRIOR TO LAND DISTURBANCE, A STATE APPROVED SOIL EROSION AND
SEDIMENTATION CONTROL PLAN IS REQUIRED.
LEA
1
1
a
1
REMWMON NOTES:
1. CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND SERVICES - TO INCLUDE BUT
NOT LIMITED TO ELECTRIC, CABLE, TELEPHONE, GAS, SANITARY SEWER AND WATER AND SHALL COORDINATE PROPER PROTECTION AND/OR RELOCATE WITH APPROPRIATE
OWNER/UTILITY COMPANY.
2, CONTRACTOR SHALL WALK THE SITE AND BE FAMILIAR WITH THE SCOPE OF
DEMOLITION REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW
IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND BE UNCLASSIFIED
EXCAVATION.
3 DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND
OFFSITE DISPOSAL OF BUILDING MATERIAL, ASPHALT, CONCRETE CURBS AND GUTTERS,
BITUMINOUS CONCRETE PAVEMENTS AND ALL MATERIALS OR VEGETATION CLEARED
AND STRIPPED TO THE EXTENT NECESSARY FOR THE INSTALLATION OF NEW
IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING. COORDINATE WITH
APPROPRIATE DRAWINGS.
4. THE CONTRACTOR SHALL PROTECT ALL PROPERTY, STRUCTURES AND UTILITIES ON
THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO THE PROPERTY DUE TO THE
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO
COST TO THE OWNER.
5. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL
INCLUDE REMOVAL FROM PROJECT AREA.
6. 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 COORDINATE THE REMOVAL OF
BITUMINOUS CONCRETE PAVEMENTS AND CURB AND GUTTER WITH THE SITE PUN.
7. SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND CURBS AND GUTTERS TO BE
DEMOLISHED SHALL BE PROVIDED.
B. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH FEDERAL, STATE
AND LOCAL LAWS AS WELL AS OSHA REGULATIONS.
9. CONTRACTOR'S ACTIVITIES SHALL NOT IMPEDE USAGE OR INGRESS/EGRESS TO
ADJACENT PROPERTIES. COORDINATE WITH OWNER MAINTENANCE OF
TRAFFIC/PEDESTRIAN CIRCULATION DURING CONSTRUCTION.
10. MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES DURING
DEMOLITION.
11. THE GENERAL LIMITS OF DEMOLITION INCLUDE THE REMOVAL OF ALL IMPROVEMENTS
(IE. MASONRY/rRAME BUILDINGS, BUILDING FOUNDATION WALLS AND FOOTINGS,
CONCRETE AND BITUMINOUS DRIVEWAYS AND PARKING AREAS, CONCRETE SIDEWALKS,
ABOVE GROUND AND UNDERGROUND UTILITY LINES, WIRES. PIPES, ETC. CONCRETE
AND BITUMINOUS RAMPS, WITHIN THE LIMITS SHOWN ON THE SITE DEMOLITION PLAN
UNLESS OTHERWISE INDICATED TO REMAIN, SAVE, AND/OR STORED. CONTRACTOR
SHALL FAMILIARIZE HIMSELF WITH ALL PLANS AND DOCUMENTATION FOR THE
DEMOLTION PROJECT AND PRIOR TO BEGINNING ANY WORK.
12. DEMOLITION SHALL NOT BEGIN UNTIL WRITTEN AUTHORIZATION IS RECEIVED FROM THE
OWNER AND CONTRACTOR HAS OBTAINED THE REQUIRED PERMITS FROM ALL LOCAL,
STATE, AND FEDERAL AGENCIES HAVING JURISDICTION TO AUTHORIZE DEMOLITION
WORK_
11 DEMOUTIXNJ PLAN DOES NOT PURPORT TO SHOW ALL OBJECTS OR UTILITIES EXISTING
ON THE SITE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
EXISTENCE AND LOCATION OF ALL UTILITIES AND IMPROVEMENTS WITHIN THE LIMITS
OF WORK. CONTRACTOR SHALL COORDINATE ALL UTILITY DISCONNECTION, (I.E.
SANITARY SEWER. WATER. GAS, TELEPHONE. ELECTRIC, ETC.) TO BUILDINGS,
STRUCTURES AND OTHER CONNECTIONS AS NECESSARY FOR DEMOLITION WITH THEIR
RESPECTIVE UTILITY PROVIDER. ALL UTILITIES, ABOVE, ON OR BELOW GROUND SHALL
BE REMOVED AS DENOTED ON THE PLAN AND SHALL MEET ALL REQUIREMENTS OF
UTILITY OWNERS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING EACH UTILITY
COMPANY TO DETERMINE THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL
UTIUTIES PRIOR TO BEGINNING OF WORK. BEFORE ANY DEMOLITION, THE CONTRACTOR
SHALL CALL NORTH CAROUNA ONE -CALL 1--800-632-4949 TO HAVE ALL
UNDERGROUND UTIU11ES LOCATED ON AND NEAR THE VICINITY OF THE SITE.
14. EXISTING WATER METERS, ELECTRICAL TRANSFORMERS, TELECOMMUNICATION
TERMINALS, ETC. ARE THE PROPERTY OF THE UTILITY COMPANIES SERVICING THE SITE
AND CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH UTILITY OWNERS THE
REMOVAL, TRANSPORTATION, AND STORAGE OF THE SAME.
15. WHERE BUILDING FOUNDATION WALLS. FOOTINGS, CONCRETE SLABS. STOOPS,
PAVEMENTS, SIDEWALKS, CURB. OR CURB AND GUTTER ARE INDICATED TO BE
REMOVED CONTRACTOR SHALL INCLUDE THE REMOVAL OF BASE MATERIAL DOWN TO
SUB -GRADE.
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. DEMOLITION PLAN DOES NOT GUARANTEE THE ACCURACY OR QUANTITIES OF THE
DEMOLITION STRUCTURES AND MATERIALS; IT WAS DEVELOPED TO ASSIST THE
CONTRACTOR. IT IS EXPRESSLY STATED HEREON THAT THE OWNER OR ENGINEER WALL
NOT BE RESPONSIBLE FOR INTERPRETATIONS OR CONCLUSIONS DRAWN THEREFROM BY
THE CONTRACTOR.
18. ALL WASTE MATERIALS SHALL BE REMOVED FROM THE SITE DAILY IN A MANNER
WHICH PREVENTS INJURY OR DAMAGE TO PERSONS. PRIVATE PROPERTY, AND/OR
PUBLIC RIGHTS -OF -WAY; CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DESIGNATED
DEMOLITION DEBRIS FROM THE PROJECT SITE TO A DISPOSAL SITE APPROVED BY ALL
AUTHORITIES HAVING JURISDICTION.
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FiC�UYr4Y V J r �- - - - - _ SAWCUT THE EXISTING ASPHALT r ,
TO THE EXTENT SHOWN AND EXISTING
PROVIDE HEEL CUT FOR SMOOTH ASPHALT TO BE
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EX. POWER
INFRASTRUCTURE SHALL
\ ' L_----------------� ' } REMAIN. CONTRACTOR
\ \ SHALL MAINTAIN AND
�.5 I PROTECT L--------------------- -------t---------U � sus . �' i _� _ o►�
EX. STORMWATER
+� " GGri` ays�I r I INFRASTRUCTURE
I
L •f _� SHALL REMAIN.
J CONTRACTOR SHALL
\ \ _ - - - _ - - - - PROTECT.
71 - - - BE MAINTAIN AND
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//\ FEE
\ } \ s EXISTING
\ BUILDINGS 70 = I SAWCUT THE EXISTING
NIF\ 1 4" q BE REMOVED ASPHALT TO THE EXTENT
TGW'IhfOFF_DVirON , l_ u ! ��- l �� SHOWN AND PROVIDE HEEL
hvUc0,Ut PAW 1 - # { _ CUT FOR SMOOTH TRANSITION.
DB loot A5 339 \ 1�+� l -. _ - LEAVE EXISTING 4' ABC FOR
SHOULDER WHERE NEW
\ \ Y H PAVEMENT IS NOT INSULL,ED_
1rI • WW � fj�� �` - �i '
EX. POWER
INFRASTRUCTURE SHALL
1 REMAIN. CONTRACTOR
SHALL MAINTAIN AND
1 , I PROTECT.
1 -� •• J ' _ i N 53' 37' II' H
3.80' (TIE FROM
GALL TO EIRi
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EXISTING , 1
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LANDSCAPING TO 1 43AW \ \
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aV,17mR7Mr1IT r ,� /: • �, /• - SAWCUT THE EXISTING
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A*E MAMPW . SHOWN AND PROVIDE HEEL
l 4 f e' .1.34'NOF0W CUT FOR SMOOTH TRANSITION.
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SHOULDER WHERE NEW 1
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VICDUTY MAP (Town of Edenton)
N.T.S.
LEGEND
EXISTING ASPHALT PAVEMENT
EXISTING ASPHALT PAVEMENT
L_�
OO EX. IRON ROD, EIR
Q EX. IRON PIPE, EIP
• CALCULATED POINT
(1) EX AXLE
E] EX. CONCRETE MONUMENT. ECM
EX WATER VALVE
EX. WATER HYDRANT
EX. TELEPHONE PEDESTAL
EX. GAS VALUE
EX. UTILITY POLE
_ EX. DRAINAGE PIPE
-- EX. UG GAS UNE
-- - DL WATER UNE
- - EX. SANITARY SEWER UNE
EX. SANITARY SEWER MANHOLE
- -to EXISTING CONTOUR
00
+ EX_ SPOT GRADE
~ s EX. TREE
APPROVED
NORTIi CAR WENT CNOMMISSION AL
DIMS ON Of WATER QUALITY
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NOTE:
THE DATA GIVEN ON THESE PLANS IS BEUMD
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. TIE 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.
Know what's below.
Call before you dig.
GRAPHIC SCALE
30' 0 15' 30, W
( IN FEET )
1 inch = 30 tL
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COMMISSION NOP
1 6104
DESIGNED BY
DLT
DRAWN BY
DLT
CHECKED BY
Mws
ISSUE DATE
O§Z 17 17
SHEET N0.
OF 4 SHEETS

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1. OWNER/APPLICANT: EKB-ITB FAMILY LLC 0.
/
PO BOX 99 0
`
/
MANTEO, NC 27954
2. PINf 7804-06-49-1408
( , /
3. RECORDED REFERENCE DB 478, PG 874, MB 9, PG 33; PC 2, SL 63C I�
/
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t
4. PROPERTY ZONED: HIGHWAY COMMERCIAL (CH) 0
/
'
5. TOTAL PARCEL AREA: 152,912 sq.ft. (3.51 acres)
/
.
- y
I ' 6orTm
6. LOT VERNGE:
EXISTIBUILDINGS
// i \
& DECKS: 30,938.8 sq.ft.
I / MIF j _ ` ' -,
CONCRETE: 7,140.3 sq.ft.
tl�iiYN B. LGIhEiL - ,1 • .
BRICK/TURFSTONE: 851.1 sq.f / DO 1M, AS 411 1 - -
ASPHALT: 36,914.2 sq.ft. /
GRAVEL: 22,311.4 ag.ft. . . ' . -
TOTAL �105.155.8 sq.ft. (68.8X) ) ) �" / I ! . . _ . . .
PROPOSED i i - ..
BUILDINGS & DECKS: 34,845.6 sq.ft. I 1, / - ' _ -r. . .
CONCRETE: 11,746.0 sq.ft. I .
TURFSTONE: 178.1 sq.ft. p'P /� j � I .
ASPHALT: 31.754.7 sq.ft 1;1&4 A �` - -
GRAVEL: 24,726.1 sq-ft. z011F U I l/
TOTAL: 103.250.5 sq.fL (67.5� x '\ x 41 teary -"'&R i . . .•"/
�. (0.155)' 7
7. PARKING CALCULATIONS: ~ � / E'Rgz0;_ L1!�E I - . .
REQUIRED: -- . • -- -
1 SPACE PER 500 sf OF GROSS FLOOR AREA x 19,420 sf = 39 spaces --� 1` ` �� - - --� -A - __ 7-
PROVIDED: 43 spaces 5f U, 2 x (O.�) / Y (0 1 xv, ' - .
�.. �_ r' �" � � - , - r� 5 22' 34' 54" W � . - .1
ADA SPACES REQUIRED: 2 spaces F� lg.6J � / - _� - < / / 20' �W � q. (9 53) 20.05' (T'!E) ,j
ADA SPACES PROVIDED: 2 spaces (2 VAN ACCESSIBLE) /- - f
5 73' 33' 051" '
8. EXISTING SEWER FROM THE PROPERTY IS CONNECTED TO THE TOWN OF EDENTON (O m) r ~/ /'` ___ � `_ a - 2g8l6' _ ', ��_I.q7,'(FR'ON G 4�c�
SANITARY SEWER SYSTEM. THE PROPOSED BUILDING(S) ARE TO BE CONNECTED TO E04 / f I--- N 71 21 4�i W -0 -L. TO EIW 1
THE EXISTING SEWER SYSTEM. (0?196J 9.4 _ _ : _ - j
5 13' 3T 59' W ! ><1R •� t y t n .' a * --...�
9. PROPOSED BUILDING SHALL CONNECT TO EXISTING WATER 5ERVIC£ �- ,- :" , - r �
-. _ -
r -r I lT.4L ��� i?
10• PROPOSED BUILDING SHALL CONNECT TO THE EXISTING POWER SERVICE + Ord .4 J 0 N \ '" , . ti:__- 1.
q3 r o, "� ram,;; s'-: - - - _ .
! -
Q - �' , r W = - , 4 .�.I -1 -1 ter. r`� - 1 w� r: -: �- ;� -',�'� ' -'` ] '
11. PROPERTY IS LOCATED IN NFIP FLOOD ZONES AS SHOWN AND SUBJECT TO CHANGES o y, `
Oil 7a , ,.�-' _ END
1 � ,
a N ar
COMMUNITY CID N0. 370062 PANEL 7804 SUFFIX J. - Y BASED ON COhA , OF ----" fir, EXPOSED - 1
w" a
LFJV+A'h� r- _ �
MAP NUMBER 372078O400J EFFECTIVE DATE: 10 1fi 2008.
f.,
1 � BOA' , FOOTER a PROPOSED
ll^LLLaFI1 - v. - - �:. .: PR
- x i r -> _ -: CONCRETE
_.� _.. D
_ �F t 16 ... , .r. .1, - -
PON FIELD - _: ,- Tl - . ` `
i2 BOUNDARY. TOPOGRAPHIC, 6: PHYSICAL INFORMATION SHOWN BASED U =',�-� , _
y v..- .-�..r Y . _
.. , .. .. .- . ", .:. _ _ _ , : . , _ `F ENTRANCE
- . r . , y - , . . .- -..- . a. - -. ter.: , I .. - ,. �, , � - )"! .� - . • N. ' •
Y BY ISLE do ASSOCIATES P.C. DATING FROM 01 17 17 TO 03 15 17. ,
SURVEY QU / / / / 5ffD . - r. PROPOSED WAREHOUSE ;� +'
_, , _ - 1 .
_. - ..
a _ ,., - 'r &Pile$ , a
am -%11 i
Is J r -
FFE - 8.1'
'� I. �'
S THE DEMOLITION OF EXISTING BUILDINGS A5 _%, _ .... �,
13. PROJECT SCOPE THIS PLAN PROPOSE -- I. -
�. --- r. _ .... f ~ f
i , r;,_ .
�j -..y ; . �- - _ - _; i
UTILITIES, \ (d J r -_ r' g '
SHOWN AND THE CONSTRUCTION OF NEW BUILDINGS AND ASSOCIATED ES, .. - .r .: 32.2' o - - t v +r c..
1i i,. y.�`� f ° , - _ w . . w'� . _
PARKING AND WALKS. E _ I . y : :. - + . I ' • , �% "' J - i
S ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. , ? 7 I - R t-*TA G'V�l PY _r r ,Yr - _ .: _ _ . `.. o : o .' r i r• 9 -4 ' v h ,.
14. ALL. DIMENSION � r 42 �'j - '_ v �• � a - �. � L.',+ v, I: . 1
\ \ ( -
NGi�D `f 1- y 60.0 7 � 'v R PROPOSED CONCRETE' v , *v ' t-,
~ W 7
15. EXISTING VEGETATION TO BE PRESERVED WHERE POSSIBLE. o ` D'r E- . -!°= - - = - - - - - - -- __ v I: •
��, f87Q27� `� iD/FETIIL ! ! r PROPOSED' 900' i0.0' �100'
I
16. REMOVE TREES, GRASSES. SHRUBS AND OTHER VEGETATION. IMPROVEMENTS OR L11=T e \ L- -1 ,- , 'I . - EXPOSED WING WALL' _ END EXPOSED � - 1 ' .1
OBSTRUCTIONS INTERFERING WITH INSTALLATION OF NEW CONSTRUCTION UNLESS I r . (DESIGN BY . FOUNDATION
• a I
, FOOTER
NOTED OTHERWISE. \ I � ' { - OTHERS) a {DESIGN BY � I I ',, k I�
I L : � J ,` r r .l . . . ` - . - - - - - - - - Z OTHERS Z _ z ! _ ',
17. THE ENTIRE SITE WILL BE IN FULL COMPLIANCE WITH ALL APPLICABLE NFPA "` ' 7 i } ' . - - I, T PROPOSED < < * .. I . !
REGULATIONS PERTAINING TO FIRE PROTECTION INCLUDING BUT NOT LIMITED TO NFPA \ \ �'' - r - - - -" - - - - - - - ` "l ASPHALT Q J t
? B' PAVEMENT W PROPOSED WAREHOUSE I
30 AS WELL AS VOLUME V OF THE NC STATE BUILDING CODE \ _ _ I. . I _ (n •. ` a I _`
v , r ? r- 1 I -, Q rEr ll crwePr caar, d p
18. BUILDING CONSTRUCTION SHALL COMPLY VATH ALL ASPECTS OF THE NORTH CAROLNA "� ti GRADE I �-- j
BUILDING AND FIRE CODE 7'L - - - I - . - - - - . - - - - - - -=J' '
fZEGLLArOi2Y \ \ !` y L_ oa �. t .
FTIXJDi^�4Y ,ter n 'I
19. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL J \ 1 : ' ' ' t, ►Va ' ° _ I - - - - . _ \ - -', I i �s+wrAm
PROPERTY MONUMENTS DURING CONSTRUCTION. DISTURBED OR REMOVED PROPERTY t s -
MONUMENTS SHALL BE REPLACED BY A NORTH CAROLINA LICENSED PROFESSIONAL ja
r ' . r - - v I LME% -
LAND SURVEYOR. \ ----------- ----�----------- ----- - _ : ` .
r, I s
�- pvB34Ws -1.
20. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE DRAWINGS, < _
APPLICABLE TOWN OF EDENTON CODES AND ORDINANCES, AND NCDEQ DIVISION OF ' _ , rf , i• I - - - - ` - - - - - - - , - I � i . - �z
ENERGY, MINERAL AND LAND RESOURCES REGULATIONS. Clzs�'p rFs \ ti a r j lGbS' I a i--k� .
21. THE LOCATION, DIMENSIONS, AND ELEVATION OF EXISTING STRUCTURES, PIPING, AND �$' ,' . I I 1 1 I
UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE DATA AND ARE APPROXIMATE. r- 1 \ �. - . I I j j' l -I., -
THE CONTRACTOR SHALL VERIFY ALL DATA IN THE FIELD PRIOR TO CONSTRUCTION TO �` II { � '
PIT WORK O ', 1 J I I [. 15 0' 15 0' 10.fl I I
HIS/HER OWN SATISFACTION. THE CONTRACTOR SHALL PERFORM ANY TEST ! � \ I I 1 PROPOSED METAL BUILDING Q .
OR PROVIDE LOCATION SERVICES AS REQUIRED TO AVOID CONFLICTS WITH EXISTING -r- \ C� I 1 I - ' v ( �,
UTILITIES. CONTACT NORTH CAROLINA ONE AT TELEPHONE NO. ' y - S i . FIFE = 10.0 "v l l j
1-800-632-4949, 48 HOURS PRIOR TO PERFORMING ANY EXCAVA110N TO HAVE \ sir. \ i + .
UTILITIES MARKED. \ l .
\ - , - - J PROPOSED 10'X10' , .. " • ' . / \ \ - ,- ry . i -,-----._---- i DFla .UMPSTER-PAD � .4 r + .' t. ( . I
22. THE CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES \ , I 1 5TGr - S PROPOSED
TO EXISTING FEATURES AS NECESSARY. o I . "FENCE .
--------, -------------- -- J O ala!�sTaz i3 CONTRACTOR SHALL ov&acAO
\ y 7---.--71pki-�,ji.
57B°5 lA.r1' TIAV " SHALL CONNECT y. -C I
23. THE CONTRACTOR SHALL SEAL THE EDGE OF EXISTING ASPHALT PAVEMENT WITH \NEW BUILDING TO : ' I- unst rrES
a ,
TACK COAT IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF \ ` ` 5 t. •' r y POWER SERVICE . g Z W .. e I 1 (riP�
TRANSPORTATION STANDARD SPECIFICATIONS WHERE NEW PAVEMENT JOINS EXISTING _ - -' - - - I I ry I . . I ' :. + W cl u - .; i'
PAVEMENT. \ \ _ - .__ __ . -� - - + , . 20.8' I vJ tr
> b
ALBANIA 5T.
_- ---- - - , , �. 9 0-0 o , CONTRACTOR TO ADJUST OR
24. ALL PAVEMENT JOINTS SHALL BE SAW -CUT PRIOR TO PAVING TO PROVIDE A \ -_- l - - r ' 1 - - L ._ _ COMPACT PARKING $ 0 -_- - A TIN D
DURABLE AND UNIFORM JO[N7° CIkLG T 6MM OK F2� r _ a v `� RELOCATE EXISTING WATER AN
- / R� SPACES {TYP. OF 3} v a z v GAS CONNECTIONS AS NECESSARY
TO CONNECT TO NEW BUILDING
AND ENGINEER OF ANY w a I' 24.0' CONTRACTOR TO RELOCATE I
25. PROOF ROLL ALL NEW PAVED AREAS. NOTIFY OWNER \ Bv � ' ' o � EXISTING TELEPHONE PEDESTAL .` ' ,. .
UNACCEPTABLE AREAS. ` o, 1 [V AND CONNECTION AS NECESSARY y ,�
Q' M W + 70 CONNECT TO NEW BUILDING '• . _:
` _ o U • . ' I STOW
26. WATER IS PROVIDED VIA TOWN OF EDENTON WATER SYSTEM. ALL WATER \ -1 /' \ / `_. F5 r� : I PROPOSED 5' START v .1 . . ' I
IMPROVEMENTS SHALL BE IN ACCORDANCE WITH TOWN OF EDENTON STANDARD WATER __ / � :,- 0 CONCRETE EXPOSED 0,•. I I .
SPECIFICATIONS AND DETAILS \ J F tz J n SIDEWALK FOUNDATION - %//
1
, z a M x i20' (DESIGN BY PROPOSED o
t, OTHERS) COVERED
0 o a =j 0 75-0' ENTRY
27. SEWER IS PROVIDED VIA TOWN OF EDENTON SANITARY SEWER SYSTEM. `` I 1.
TO11N OF �6frON - a ro t N I (rrpJ "I` ,�
HvLLOrtigL p, W 0- � : PROPOSED COVERED PORCH ROPOSED ADA SIGNS "O - .
h
LIB !�J F1ri 3�H ♦� y f x p M m 1220' 15 0' ..
1 O
• N a M (n a0' 8 S 0' I -
Q
0 n d: 1 2 3 4 5 6 7 8 9 10 11 12 R`r� o
1.1 I11 JI : i
_ r 0_ N /
d� ro I PROPOSED 9 X20' PARKING SPACES PROPOSED (2) ADA PARKING w _ - I
\%+ SPACES (VAN ACCESSIBLE) I ni < - .
i \ t R 0'. I PROPOSED ASPHALT N '#o cc. . I
\ I 5 .� �. Y i 1 - N B3' 37' 1! ` W
I- - _ I PROPOSED 9'X18' PARKING SPA CES I . ' 3.60' (TIE FROM
4 � . GALG TO E10
3 4 +I 1, .- --
\ } > r �- . / a 22 21 20 19 18MC7Ji 17 16 15 14 13 _ O.
i
�°s� �R %
Ni�l ` / i 4 LEAF694[5 \
/ Over f j - N % 1C. . ll3:aFJ `.-�
U) I . . / MXnEs - -- + _ - . ­-.1 PROPOSED f ' f _ _ ."
l7YPJ :I . N' /� PARKING �.. -- _
I - _ STOPS -1 � STOP (TYP) _ _
l - / , r P,IR- I � -_ , , / _
! 11 / - � ' . . __� - -_Y � Y �..� � . N 15' 03' 04' N' _ .
1 / a . `° >> - ram- : ' _ `- _". - f o.99' (TIE FROM . .
' / L15 FAR - N 1l �� .N ( ?ZL54 r.. ' f - - } GALL TO EIP)
- / OPTIC LME f 1 - r _ ` __ . - . (03i6i i. .
/ � - . - 1A5 6c�51 AE -
- . A- : _A TOt27 _ -
s / _� r
f L IINAY - F )Z, f zO,4'E -�. . - __ - - _,.. r f : - 1 .
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- /
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:_
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�NTON BAY
VI MAP (Town of Edenton)
N.T.S.
LEGEND
EXISTING ASPHALT PAVEMENT PROPOSED ASPHALT PAVEMENT
EXISTING ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
EX. IRON ROD, EIR
EX. IRON PIPE, EIP � PROPOSED RETAINING WALL
CALCULATED POINT
EX. AXLE
EX. CONCRETE MONUMENT, ECM
E)L WATER VALVE
EX. WATER HYDRANT
EX° TELEPHONE PEDESTAL
EX. GAS VALVE
__L EX° UTILITY POLE
- EX. DRAINAGE PIPE
-- - EX, UG GAS LINE
.__ EX. WATER LINE
- . --- EX. SANITARY SEWER LINE
EX. SANITARY SEWER MANHOLE
EXISTING CONTOUR
EX SPOT GRADE Know what's below.
EX TREE Call before you dig.
!VOTE:
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
30' 0 15' 30' 80'
( IN FEET )
1 inch = 30 &
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COMMISSION NO.
Pifi104
DESIGNED BY
DLF
DRAWN BY
DLT
CHECKED BY
MWS
ISSUE DATE
OS 17/1 7
SHEET N0.
OF 4 SHEETS
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N
1. OWNER/APPLICANT: EKB-ITB FAMILY LLC
PO BOX 99
MANTEO, NC 27954
2. PINT : 7804-06-49-1408
3. RECORDED REFERENCE: DB 478. PG 874, MB 9, PG 33; PC 2, SL 63C
4. PROPERTY ZONED: HIGHWAY COMMERCIAL (CH)
5. TOTAL PARCEL AREA: 152,912 sq.fL (3.51 acres)
6. LOT COVERAGE:
EXISTING
BUILDINGS & DECKS: 30.938.8 sq.ft.
CONCRETE: 7.140.3 sq.ft.
BRICK/TURFSTONE: 851.1 sq.ft.
ASPHALT: 36,914.2 sq.fL
GRAVEL: 29,311.4 Mf .
TOTAL: 105,155.8 sq.fL (68.8%)
PROPOSED
BUILDINGS & DECKS: 34,845.6 sq-ft.
CONCRETE: 11,746.0 sq.fL
TURFSTONE: 178.1 sq.fL
ASPHALT, 31.754.7 sq.ft,
GRAVEL: 24,726.1 saAL
TOTAL: 103,250.5 sq.fL (67.5%)
7. THERE IS NO PROPOSED STORMWATER IMPROVEMENTS ON THE SITE.
8. PROPERTY IS LOCATED IN NFiP FLOOD ZONE AS SHOWN AND SUBJECT TO CHANGES.
BASED ON COMMUNITY CID NO. 370062; PANEL 7804, SUFFIX J.
(MAP NUMBER 3720780400J) EFFECTIVE DATE: 10/16/2008.
9. BOUNDARY, TOPOGRAPHIC, & PHYSICAL INFORMATION SHOWN BASED UPON FIELD
SURVEY BY QUIBLE & ASSOCIATES, P.C., DATING FROM 01/17/17 TO 03/15/17,
10, ALL PROPOSED ELEVATIONS SHOWN ON THIS PLAN REFERENCE NAVD 1988.
11. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION BETWEEN SPOT ELEVATION GRADES
AND MAINTAIN POSIT
IVE DRAINAGE.
12. AREAS OF FILL SHALL BE EXCAVATED TO COMPACTED SUBGRADE AND BACKFILLED IN
6" LIFTS.
13. MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING.
14. HANDICAP PARKING SPACES SHALL NOT EXCEED 2% GRADE.
15. SPOT ELEVATIONS SHOWN ON THIS PLAN ARE ALONG THE EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED.
\ \ 3vp
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FI,�! . -.-
ZO?� / rlrO`r-ne ` I - �' 7
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1=.ter-rz �, / _� - �- f� `� __ �1�e� - '
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F( ZO�>L - -- -' \ / ��� - -~"~ Zp' f?/W `�� PG 33) Zo.O3' �rro
.I
lOJ»6J� r ��/ �� f �. l� ° r W 5 73° 33`05"w
N 1I 2I GW6' -'- 24611 ^c •' , r.q7 (�IzoM cALc' 1
\ rly / >ll � - y, J►IC fi9� � - 7 7- / r \ ` TO EI-
5 I3° 37` S9° w "SYR CO?ij6% / _ _ - f a - � � r , _ 7 _ a y r'ti j . }
w - _ 241 _ - ,
Co11�tsI� •
2ooa' (ri�J - _ -
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-- _. r _. f r�rAL PROPOSED
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- CONSTRUCTION
143 - / ;.. .�� Y 1 , _ 4� ., ENTRANCE/EXIT
}V. _ - ,- '
We. _ - - (SEE DETAIL
'0�►10�D _ - s 1 r., � ` EXPOSED I
L64s10 + -
Nam, I
i FOOTER d 9
8 `
•
- _, PR :' 3 F i ~/ I PROPOSED
- - r , -
/ ,I.
P
CONCRETE
_- `-`i r Z77`:, i TRANCE
r".^.... „� •r, - . r ,._'.., , f r.e _ -F - r - - - EN
1,�7_,Pz,. r - - - : .. _ - _ .
. ..-... ... -. . .-F s.- «-- - �.-:,_ �-; Wes. `- PROPOSED WAREHOUSE - ' - .
S+l�:.-
r
,d i c 7 '
..
:
910 V .- - , ., ... r -
-5
r /T '� a -
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` _
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' - f _' I, T 0. _ \ R PffrIL::J. i / - .q... r ,.�. . . ' �4_ ; -t f = .r •, w - ° - •' y 1 - `
` DEGr ` �r i $ 3 hao - PROPOSED CONCRETE'' . Y °i _' 1a0 -9 8 a, I
EiOJAT S' ` IB�CG?Y I `hgETAt I r -' r Yl _ - \ PROPOSED r A ` �Ji 1
LAWT I "r -r f tr' ] . - - . s oncm'START ], WING WALL c - � 1� END EXPOSED Win_ - .
SOIL EROSION & SEDIMENTATION CONTROL NOTES
1, AREA TO BE DISTURBED: ±61,829.8 sq.ft. (t1.42 aa)
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 WATER (HQW) ZONES SHALL BE STABILIZED IN 7 DAYS.
c. DOWNSTREAM SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED IN 7 DAYS.
IF SLOPES ARE 1O' 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 SH
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
STABILIZED WITHIN 14 DAYS.
3_ IF LAND DISTURBING ACTIVITIES OCCUR OUTSIDE THE PERMANENT VEGETATION
SEEDING DATES (APR. 1- SEP.30) THEN TEMPORARY VEGETATION SEEDING
SPECIFICATIONS SHALL BE FOLLOWED FOR PLANTING UNTIL THE NEXT APPROPRIATE
PERMANENT SEEDING PERIOD, AT WHICH TIME PERMANENT VEGETATION SHALL BE
ESTABLISHED ACCORDING TO PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE
PERM. & TEMP. SEEDING SPECIFICATIONS).
4. IF EXCESSIVE WAND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING
TIME OF CONSTRUCTION ANY LOCATION ON THE PROJECT SITE. ADDITIONAL EROSION
AND 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 ESTABLISHED.
o. 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.
Ealf
i/ &
SOIL EROSION & SEDIMENTATION CONTROL NOTES:
PRECONSTRUCTION:
1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2) FLAG AND/OR ROUGH STAKE WORK LIMITS.
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 & SILT FENCING AT LOCATIONS SHOWN
ON PLAN.
5) COMPLETE CLEARING AND GRUBBING PROCEDURES-
6) GRADE SITE AND BASIN ACCORDING TO PLAN AND BEGIN CONSTRUCTION OF
PROPOSED IMPROVEMENTS, INCLUDING WATER & SEWER UTILITIES.
7) INSTALL CONTRIBUTING STORM CONVEYANCES INCLUDING RIP -RAP APRONS
AND ASSOCIATED EROSION CONTROLS.
8) ALL EROSION & SEDIMENTATION CONTROLS SHALL BE INSPECTED WEEKLY
AND AFTER HEAVY RAINFALL EVENT. NEEDED REPAIRS AND MAINTENANCE
WALL BE MADE IMMEDIATELY. FURTHERMORE, IF ANY WAND 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.
9) ONCE THE SITE CONSTRUCTION IS COMPLETE AND DENUDED SURFACES ARE
FULLY STABILIZED; 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 BASIN AND
RESTORE TO DESIGN SPECIFICATIONS AS NECESSARY
10) 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.
L (DESIGN BY . - ,' . FOUNDATION ' 9t. 4 . I
` ` I r "f I . .g OTHERS) - - . } (DESIGN B '' - rm. ( N \
GALG L _ J � \ `,� - � � - - - _ OTHERS £ ap `, Z _ \
R\ �' '� ,�, i - - r - - / - T T PROPOSED a ] ` •\
\ u , f r �. r, � -�- -��-<< ---� ! ASPHALT V (' , U + _ rr I
:f Y '� r_; , r �. • r - 8' � PAVEMENT w I PROPOSED WAREHOUSE R I
_ + --
i _ '.. -
�, ' , I p hEfi1L car \ I •, Q `' w
.* r r t r r c .� r'n . 1/ V
c yOi r a I ` \ I GRADE O •. . CF _-
F f , f . ,- : y � ' L,.r - - ,' _ ', - - - - . -, -J' � � a a
FLIAY E } n1; ry, - - - - -. � - - - -� ' ,nrr.4n'
E' a -
y �� s `! , r 1. , LIFE -
L.
11J/ ' 1 1` ' r �f ' . - ------ ' &r,�AA�,---------•---_ PROPOSED' -. ' \ Imo.
7
ALL ter- t ! _ I L - LIMITS OF ` r: ' - � .I� , '
_ i � ,� I + `. I - DISTURBANCE , ' •
�� ` \ t� r I'. .I -------=----- _ J (t1.56 AC,)
V' \ �c _ ry r - .1 . - °.,1 I \, I � � I . _ - 1 I I ., e s '' � _
� I I I I 1 I. I . �j a
! `� ' I I I I • j .. 1 1 gs '-` Q
• vS K, 1
i o I , i PROPOSED METAL BUILDING 1aQ :. i0 n - •9.6 1
fi \ j ; , } I ,
�, f =r �' F -L I - I I i FFE - 10.0' _ ..1.
�.
�r } 1 ' I f . , ,
Y' ". i ,I I I ) ` C7 , a . I ' PROPOSED CHECK
\ R` ,w 1 - - - - - - - - - - J I I lROPosED 10'X10' ' a :: , DAM (SEE DETAIL)
t -- A ` - - - -^ - - 5 1 DUMPSTER PAU, ' j t1 * .� a , I
` I I STpeAFi� !. , 4 r �a - PROPOSED
S 1 �J45Teu5 ' - 1 ' - FENCE .
�. ' - l , - . 4 r. ~"-------------- -- -------------J BILL* i ., r , `_ ' r' - Q �_ . OVHREAD
\` ` ` -END SILT - - - - -- - �- - - PROPOSED CHECK I � I ` ° . w o � I _ _ ,
\�1. _ DAM {SEE DETAIL). J w I W z -
\ _- - _ _ -
_ . __- .-- -- •. PROPOSED SWALE
f.
,. L (1 0 caa
.. _, ._. - � �5 a o z ,�
� � a� . (GRADE TO DRAIN TO
\ Gr4LG JAW- - - -a- tQ -r' 4.7 j� - a •°4 . EXISTING STORMWATER
H+17 AF - _ - _ PROPOSED ±119 LN. FT. v BEGINSILT - j ' ; J J 'a ; INFRASTRUCTURE)
\ SILT FENCE (SEE DETAIL) - - - FENCE _ I ,t I r k . '), i: . r \` • m .
` - - _ _ _
f r y , '.
° ' . ` I STOW
J �`` /�� �, Y _r EI i.}' PROPOSED 5' START `salsa
\ - __ � `. j. SY7. CONCISE , EXPOSED ' 9.607 . . . / Ia1�
4 , / • - r -_ r, , r+ I to.o SIDEWALK' FOUNDATION - `' , - i ii
\ ,. } (DESIGN BY PROPOSED
` ) Sao mer tan OTHERS) tan COVERED $.B -
. ' / J t I ' PROPOSED COVERED PORCH ROPOSED ADA SIGNS _
TOM EDE1r `OWN \ , i + `, , . ! � ENTRY 8A (typJ . . +• -}
iIOiLOftZL PfVZK \ ' +� ` : . I 9.$ 9 $ �� ' r
Do,o3 � .tee 1. ` - '
t !
4 ' ' t I, '
l ' , 1 72 F 44
- PROPOSED
I
I .: :1 & & INLET
I -1. y ` I , !L7 a2 . , - PROTECTION
_ \- (SEE DETAIL)
! '- r r 3 9 � 4I -6.1 . I ,, 9.4 9.5 9.J . -
1 �I ! - . . I
.PROPOSED `
r ►*7 _AM?S , I t� ' - - EROSION ; _1 1 ! '"'� .
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N.T.S.
f "T
EXISTING ASPHALT PAVEMENT
I- _..J
EXISTING ASPHALT PAVEMENT
L-J
O EX. RON ROD. EI R
Q EX. IRON PIPE, EIP
• CALCULATED POINT
® IX AXLE
0
EX. WATER HYDRANT
EX. TELEPHONE PEDESTAL
EX. GAS VALVE
LEGEND
PROPOSED ASPHALT PAVEMENT
0
PROPOSED CONCRETE PAVEMENT
-1
PROPOSED CONTOUR
9.0
PROPOSED SPOT GRADE
/�-
(TOP OF ASPHALT & FLOW LINE)
(UNLESS OTHERWISE NOTED)
--LD-'-'�
PROPOSED LIMITS OF DISTURBANCE
IX CONCRETE MONUMENT, ECM
EX. WATER VALVE
EX. UTILITY POLE
- = =:= IX DRAINAGE PIPE
----- EX. UG GAS LINE
-- IX WATER LINE
- EX SANITARY SEWER LINE
EX. SANITARY SEWER MANHOLE
-- --/o- - EXISTING CONTOUR
po
-_\O EX. SPOT GRADE
EX. TREE
a h
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 UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS 0
NOTICE TO PROCEED.
-x- PROPOSED SILT FENCE
I
PROPOSED RETAINING WALL
PROPOSED CHECK DAM
PROPOSED INLET PROTECTION
a3'
EXISTING SPOT GRADE
Know what's below.
Call before you dig.
GRAPHIC SCALE
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COMMISSION NO.
P16104
DESIGNED BY
Df_T
DRAWN BY
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CHECKED BY
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ISSUE DATE
08 17 17
SHEET N0.
OF 4 SHEETS
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.1jr,ED STONE
GRAVEL CONSTRUCTION
ENTRANCE/EXIT DETAIL
N.T.S
CLASS A OR B EROSION
CONTROL STONE
1.5' MIN.
12" OF NCDOT #5 OR
#57 WASHED STONE
FILTER FABRIC ^'
SECTION A -A
J 1 24" MAX ® CENTER
L= THE DISTANCE SUCH THAT POINTS
SPACE CHECK DAMS IN A CHANNEL SO THAT THE CREST OF
DOWNSTREAM DAM IS AT ELEVATION OF THE TOE OF UPSTREAM DAM.
FILTER FABRIC
1.5' MIN.
PROPOSED EXIS-nNG GRADE A
EXfST1NG GRADE
}
9" MIN. -
i
INN
\� / \\\�
A
CHECK DAM DETAIL
N.T.S.
DEWATERING CONCRETE BLOCK
6" CONCRETE (4,000 psi)
cr
O o o O �$ 6x6 10/10 WIRE MESH
p0 0 © 0.
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TEMPORARY SEDIMENT POOL
WIRE SCREEN
NCDOT STANDARD #57
WASHED STONE 8"X8"X16" CMU THOROUGHLY COMPACTED SUBGRADE
DEWATERING ts'
CONCRETE PA VEM.ENT SECTION
CAP
N. T.B.
1' MIN io _
2' MAXRESERVED
: ■ m VAN
NOTE: PARKING
STORM DRAINAGE — PROVIDE 6" THICK CONCRETE SLAB —ON —GRADE
STRUCTURE W/GRATE REINFORCED WITH 6x6—WI.4Wl.4 W.W.F ao
— REINFORCING STEEL ASTM, A615, GRADE 60, WELDED
WIRE FABRIC ASTM, A185.
— 1-1/2' CLEAR CONCRETE COVER ON ALL
REINFORCING.
MAXIMUM
6 PENALTY
._
S�
INLET PROTECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN 5' CRUSH AND RUN
MANUAL, (LATEST EDITION) SECTION 6.52.
INLET PROTECTION SHALL BE PROVIDED AT ALL DROP INLETS, CURB INLETS SLOPE TO DRAIN w
YARD INLETS AND ANY OTHER STORMWATER COLLECTION INLET.
INLET PROTECTION -
r �y y=„_3lti v ti t 'S �t 0
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HEAVY DUTY GRAVEL PAVEMENT SECTION
N.T.S.
2" ASPHALT
(NCDOT TYF
8" ABC
(NCDOT
ASPHALT CROSS SECTION
N.T.S.
SYNTHETIC FILTER FABRIC(TYP)
6' MAX SPACING FOR
STANDARD STRENGTH FABRIC.
NIRE !
FENCE LLJ
ytLLI
a
W
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TIES (EACH POST)
FILTER '`•/ S 100 -
EEL FABRIC
DST BACKFILL TRENCH
AND COMPACT ji �O m�;
THOROUGHLY
01
77
4':/ 4'X8' COMPACTED
BACKFILL TRENCH
SILT FENCE DETAIL
N.T.S
PERMANENT VEGETATION TEMPORARY V
SEEDING DATES. APRIL 1 — AUGUST 31: SEEDING DATES: AUG. 16 — APRIL 15:
5EM MIXTURE APPLJCATIQN RATES/ACRE SEED MIXTURE APPLICATION RATES/ACRE
REBEL 11 FESCUE 130 LBS. RYE GRAIN 120 LBS
COMMON BERMUDA 'SAHARA" 215 LBS.
(HULLED) SEEDING DATES: APRIL 16 — AUG. 15:
SEED MIXTURE APPLICATION RATES/ACRE
SEEDING DATES: SEPT. 1 -- MARCH 31'. GERMAN MILLET 40 LBS
SEED MIXTURE APPLICATION RATES/ACRE
REBEL 11 FESCUE 250 LBS_
COMMON BERMUDA 'SAHARA" 215 LB&
(UNHULLED)
SEEDBED PREPARATION:
LOOSEN SOILS TO A DEPTH OF 6-8 INCHES USING A RIPPER, HARROW, OR CHISEL PLOW, BREAK UP CLODS, REMOVE UNACCEPTABLE GROWTH (STICKS, ROOTS), STONES
(>3'), AND OTHER MATERIALS, AND WORK THE TOP 3-4 INCHES OF THE SOIL INTO A SEEDBED. THE AREA TO BE SEEDED SHALL BE RE —COMPACTED UTILIZING A
CULTIPACKER ROLLER AND A SMOOTH EVEN SOIL SURFACE WITH A LOOSE, UNIFORMLY FINE TEXTURE SHALL BE THE FINISHED GRADE.
SOIL AMENDMENTS.
OBTAIN A SOIL TEST TO DETERMINE APPLICATION RATES AND FOLLOW RECOMMENDATIONS OF SOIL TESTS. WHEN A SOIL TEST IS NOT POSSIBLE, APPLY 3,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 STARTER FERTILIZER.
MULCHING:
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ROVING OR BY
CRIMPING WITH A MULCH ANCHORING TOOL.
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
SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN, RE —SEEDED, AND
MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (COMPLETE VEGETATIVE COVER IS REQUIRED REGARDLESS OF COUNTY
ISSUANCE OF A CERTIFICATE OF OCCUPANCY AND FINAL PAYMENT WILL NOT BE AWARDED UNTIL COMPLETE ESTABLISHMENT OF VEGETATIVE COVER.)
WEAK OR DAMAGED SPOTS MUST BE RELIMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE. REFERTILIZATION MAY BE NEEDED TO MAINTAIN
PRODUCTIVE STANDS.
SEEDING SPECIFICATIONS
"VAN ACCESSIBLE" SIGN
SIGN: R7-8 OR R7--8A
GREEN BORDER AND LEGEND
WHITE BACKGROUND
BLUE — IN ACCORDANCE W/
ADA STANDARDS
SIGN: R7-8D
GREEN — BORDER AND LEGEND
WHITE — BACKGROUND
RADIUS CONC. TOP
N
2500 PSI CONCRETE
a,
a
ADA RESERVED PARKING SIGN 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 95X OF THE MODIFIED PROCTOR
MAXIMUM DRY DENSITY (ASTM D1557) ALL BACKFILL MATERIAL SHALL BE
SELECT BACKFILL UNLESS OTHERWISE SPECIFIED BY THE ENGINEER.
3. SELECT FILL SHALL CONSIST OF SAND OR GRAVEL CONTAINING LESS THAN
20% BY WEIGHT OF FINES [SP. SM, SW, GP, GW] HAVING A LIQUID LIMIT
LESS THAN 20 AND PLASTIC LIMIT LESS THAN 6. AND FREE OF RUBBLE,
ORGANICS, CLAY, DEBRIS, AND OTHER UNSUITABLE MATERIAL.
COMPACTION NOTES
DRIVE REBAR FLUSH WITH
WIDTH A VARIES TOP OF WHEEL STOP
SEE PLAN
PRE —CAST 6"H x 9'W x 61
CONCRETE WHEEL STOP (TYP)
(INSTALL AT ALL PARKING SPACES WHERE SHOWN)
THOROUGHLY COMPACTED SUBGRADE
WHEEL STOP DETAIL
N.T.S.
24' LONG ;j14 REBAR ANCHOR ROD
(EXTEND 10" INTO GROUND)
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COMMISSION NO.
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DESIGNED BY
DLT
DRAWN BY
oILT
CHECKED BY
MwS
ISSUE DATE
08 17 17 10
SHEET N0.
OF 4 SHEETS
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NOTES: 11. FLOOD ZONE: C (PER FEMA FIRM PANEL NO. 370062 0002 C)
SUBJECT TO CHANGE BY FEMA.
1. APPLICANT: BUXTON OAKS PARKS, LLC.
c/o IRVIN T. BLANCHARD, II 12. PROJECT SCOPE: THIS PLAN PROPOSES THE CONSTRUCTION OF A 24,236 sq.ft. (INDOOR
P.O. BOX 99 HEATED RETAIL SPACE) RETAIL BUILDING SUPPLY WITH ASSOCIATED OUTDOOR LUMBER
917 BURNSIDE ROAD YARD, SHED, WAREHOUSE, PARKING, AND UTILITY IMPROVEMENTS.
WANTED, NC 27954
/ 2. PROPERTY IDENTIFICATION:7805-00-36-1578
13. ALL DIMENSIONS ARE TO FACE CURB UNLESS OTHERWISE NOTED.
SITE 548 VIRGINIA ROAD 14, ALL UTILITIES SERVING THIS SITE WILL BE PLACED UNDERGROUND.
4 EDENTON, NC. 27932
n € 15. STORMWATER MANAGEMENT:
s 3. RECORDED REFERENCE: DB 286 PG 846, PC 1 SL 104—A RUNOFF FROM ALL PROPOSED IMPROVEMENTS WILL BE COLLECTED IN A STORM SEWER
4. ZONE: COMMERCIAL (FRONT OF PROPERTY) SYSTEM AND CONVEYED TO PROPOSED WET BASINS LOCATED AT THE FRONT OF THE SITE. ry
Kb Ra
RESIDENTIAL (REAR OF PROPERTY) 16. THIS PLAN SHEET TO BE UTILIZED FOR SITE LAYOUT ONLY. FOR SPECIFIC =
ENGINEERED DESIGN, SEE SEPARATE CONSTRUCTION DOCUMENTS INCLUDING SEPARATE
y� 5. PROPOSED USE: BUILDING SUPPLY (RETAIL) GRADING, UTILITY, AND EROSION CONTROL PLANS. WETLAND DELINEATION LINE SHOWN ON h
�? THIS PLAN SUBJECT TO VERIFICATION BY THE USACOE. MODIFICATIONS BY THE USACOE Ry14 ry
6. PARCEL AREA: 370,910 sq.ft. — 8.51 acres TO THE LINE SHOWN MAY RESULT IN MODIFICATIONS TO THE LAYOUT SHOWN.
1 = m
us. UPLANDS: 188,290 sq.ft. — 4.32 acres
WETLANDS: 182,620 sq.ft. — 4.19 acres 17. BUFFERYARDS: REQUIRED PROVIDED U)'
s ,2' NORTH: 15' 15' U�
7. LOT COVERAGE: SOUTH 15' 15,
PROPOSED: BUILDINGS = 49,753 sq.ft. EAST: 15' 15'
ASPHALT CONCRETE = 117.705 sq.ft WEST 10' 10' \ v
TOTAL PROPOSED = 167,264 sq.ft. — 45.10%
s U5• ,7 TOTAL ALLOWED = 60% (222,546 sq.ft.)
�
8. BUILDING SETBACKS: REQUIRED PROVIDED
FRONT: 10' 81.08'
SIDE (SOUTH): 15' 15.00'
SIDE (NORTH): , 0 7.3'
VICINITY MAP (EDENTON)
REAR: 2' 46.6'
NA'.S, 9. PARKING REQUIREMENTS:
RETAIL BUILDING SUPPLY jlj
REQUIRED:1 space/400 sq.ft. x 34,034 sq.ft. = 86 spaces
(GFA=HEATED & UNHEATED) 1� o�
PROVIDED:87 spaces �
ADA SPACES REQUIRED: 4 spaces
ADA SPACES PROVIDED: 4 spaces
f- m
10. BOUNDARY SHOWN ON THIS PLAN IS BASED ON A SURVEY BY JOSIAH A. WEBB, III, PLS
DATED 10/25/92 AND TOPOGRAPHIC DATA BASED ON FIELD SURVEY DATA FROM
QUIBLE & ASSOICATES, P.C., DATED 12/27/05. --��
1
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LEGEND
EXISTING APPROXIMATE WETLANDS EXISTING D.I.
_ = =
EXISTING STORM PIPE
PROPOSED WETLAND FILL
PROPOSED D.I.
EXISTING ASPHALT PAVEMENT
-
PROPOSED STORM PIPE
PROPOSED ASPHALT PAVEMENT
O
PROPOSED RIP —RAP
— —
PROPOSED SWALE
PROPOSED CONCRETE PAVEMENT
O
EX. IRON PIPE
OO
EX. IRON ROD
O
CALCULATED POINT
cu>
EX. UTILITY POLE
EX. FIRE HYDRANT
RAWING FILE: P05097—base
LOT SCALE: I*= 40'
VF
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H/F
PMUACE 6QAhOr
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 UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
VF
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COMMISSION NO.
P05097
DESIGNED BY
DAD
DRAWN BY
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CHECKED BY
DAD
ISSUE DATE
Ofi/23/0fi
SHEET NO.
OF $ SHEETS
7.
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NOTES:
1.
APPLICANT: BUXTON OAKS PARKS, LLC.
c/o IRVIN T. BLANCHARD, II
P.O. BOX 99
917 BURNSIDE ROAD
'
MANTEO, NC 27954
SI "I E
2.
PROPERTY IDENTIFICATION:7805-00--36-1578
548 VIRGINIA ROAD
EDENTON, NC. 27932
s
3.
RECORDED REFERENCE: DB 286 PG 846, PC 1 SL 104-A
'Aa
4.
ZONE: COMMERCIAL (FRONT OF PROPERTY)
RESIDENTIAL (REAR OF PROPERTY)
'Pc
5.
PROPOSED USE: BUILDING SUPPLY (RETAIL)
�z
6.
PARCEL AREA: 370,910 sq.ft. - 8.51 acres
os-
UPLANDS: 188,290 sq.ft. - 4.32 acres
WETLANDS: 182,620 sq.ft. - 4.19 acres
7.
LOT COVERAGE:
Ra
PROPOSED:167,264 sq.ft. - 45.10%
TOTAL ALLOWED = 60% (222,546 sq.ft.)
us' t7
8.
BOUNDARY SHOWN ON THIS PLAN IS BASED ON A SURVEY BY JOSIAH A. WEBB, III, PLS
DATED 10/25/92 AND TOPOGRAPHIC DATA BASED ON FIELD SURVEY DATA FROM
QUIBLE & ASSOICATES, P.C., DATED 12/27/05.
9.
FLOOD ZONE: C (PER FEMA FIRM PANEL NO. 370062 0002 C)
SUBJECT TO CHANGE BY FEMA.
VICINITY MAP (EDENTON)
N.T.S.
NWF
JOW E. ROBERTS
RAWING FILE: P05097-base
'LOT SCALE: 1 "= 40'
If
10. ALL SPOT ELEVATIONS ALONG PAVEMENT INDICATE TOP EDGE OF PAVEMENT ELEVATION
(I.E., LIP OF GUTTER) UNLESS OTHERWISE NOTED. SPOT ELEVATIONS IDENTIFIED AS
"TW" INDICATE TOP OF WALK ELEVATION, "BW INDICATES BOTTOM OF SIDEWALK 6"
REVEAL (ASPHALT PAVEMENT AT SIDEWALK EDGE) AND "TOB" INDICATES TOP OF BERM
ELEVATIONS.
11. "HDPe N-12 CPP" REFERS TO HIGH DENSITY POLYETHYLENE, DOUBLE WALLED,
CORRUGATED PERFORATED PIPE. PERFORATION TO PENETRATE EXTERIOR AND INTERIOR
WALLS OF PIPE. PIPE TO BE SLEEVED IN FILTER FABRIC "SOCK". ADS PIPE OR
EQUIVALENT
12 AN NCDENR HIGH DENSITY STORMWATER PERMIT WILL BE REQUIRED FOR THIS SITE.
13. ALL ELEVATIONS SHOWN ON THIS PLAN REFERENCE NAVD '88 DATUM.
14. STORMWATER MANAGEMENT TABULATIONS:
DRAINAGE AREA = 198,682 sq.ft.
STORAGE REQUIRED (4.3" OF RUNOFF)
IMPERVIOUS = 166,308 sq.ft. 0 c=0.95 x 4.3" = 56,614 cf
PERMANENT POOL = 14,636 sq.ft. ® c=0.95 x 4.3" = 4,982 cf
PERVIOUS = 17,738 sq.ft. 0 c=0.30 x 4.3" = 1,907 c
TOTAL REQUIRED = 63,503 cf
TOTAL TEMPORARY STORAGE PROVIDED = 66,799 cf
*TEMPORARY STORAGE AVAILABLE IS EQUIVALENT TO RUNOFF ANTICIPATED
FROM 4.52 INCHES OF RAINFALL WITHIN THE DRAINAGE AREA
SA/DA RATIO:
DRAINAGE AREA = 198,682 sq.ft.
IMPERVOUS = 166,308 sq.ft.
% IMPERVOUS = 83.7%
POND DEPTH = 6'
PER SA/DA TABLE (90% TSS REMOVAL): SA/DA REQUIRED = 0.048
PERMANENT POOL SURFACE AREA REQUIRED = 9,537 sq.ft.
PERMANENT POOL SURFACE AREA PROVIDED = 14,636 sq.ft.
SA/DA PROVIDED=0.074
J� 1r
1 �
l
1r
r�r
1�
-�` KIP
1� _k'7 , Z ROBBZT5
,,011
+15A1
rq? 36" HDPe CPP N-1
22 LF 0 0.0X
_ r
ry
NO LAND DISTURBANCE IS TO COMMENCE ON ANY U � ry
WETLANDS THAT HAVE BEEN IDENTIFIED BY THE ARMY
CORPS OF ENGINEERS UNTIL APPROPIATE FILL PERMITS <�
HAVE BEEN RECIEVED FROM THE ARMY CORPS OF ENGINEERS. \\
v
RIP -RAP APRON
6' THICK, 10' LONG, 9' V
(2"-6' ANGULAR STONE)
36" HDPe CPP N-12 19-0
l 400 LF 0 0.0% TOB
36" RCP 18.5'
17 LF00.
18.3
1�ay PROPOSED
INV. 14.0'
+ LUMBER SHED
' F.F. E. = 19.5'
+yb�
{ yak +oil
18.7'
}
/ 1
19.5' f
18.3 TY1P:.=
18.8r. INV
= 15.0
19:(1'
+L�
15' HDPe CPP N-12
i 36" HDPe CPP N-1
77 LF O 1.30X
'
c 80 LF O 0.0%
19.2' 18.8'
19.2'
..i
18.3
01#4 r
_ 18.7
TOP 183
INV. 14.0la.
'i
i
55
tA
�A3 D 15" HDPe CPP N-12
36' HDPe C� P N 12
84 LF O O.OX
73 LF 0 1.37%. 3
18.
,
19.1
19. D
h�
TOP 18 3'
.
INV = 15 0
D
TOP t.18.3'
41 :aINV. 14.0'
02 6a agftJ
\
19.9'
19.2 18.8
19.2
2 .
A
+15 O
18.7
24' HDPe CPP N-12
+yb.
+y9
80 LF O 0.63%
' +a
18.3'
•1.#8
'
TOP = 18.V
INV. - 14.5'
1&3
15" HDPe CPP N-12
+1b
1543
75 LF 00.67 `
q5
TOP - 18.
24" HDPe CPP N-12/
INV. - 154,.0'
79 LF O 0.63X/
19.2' /
20.0'
5
19.9,
TOP` - 18.4'
INV. Z 15,0'
+
LEGEND
EXISTING APPROXIMATE WETLANDS EXISTING D.I.
-- -- --
EXISTING STORM PIPE
EXISTING ASPHALT PAVEMENT
❑®
PROPOSED D.I.
PROPOSED ASPHALT PAVEMENT
-:
PROPOSED STORM PIPE
PROPOSED CONCRETE PAVEMENT
PROPOSED RIP -RAP
O
EX. IRON PIPE
- -
PROPOSED SWALE
©
EX. IRON ROD
EXISTING CONTOUR
0
CALCULATED POINT
-9.0-
PROPOSED CONTOUR
ro-z'
EX. UTILITY POLE
f)°Od
EXISTING SPOT GRADE
EX. FIRE HYDRANT
9•0
/--"
PROPOSED SPOT GRADE
4--
PROPOSED FLOW ARROW
DRAINAGE DIVIDE
+y" Aa
WF
jow E. Ro5ERr5
DRAINAGE BASIN
DELINEATION
BOUNDARY
PROPOSED EMEi2GF]dCY
O
'
OVERFLOW STRUCTURE
(SEE SHEET 7 DETAIL)
PROPOSED BASIN
STORAGE ELEV. 17.25'
PERM. WS ELEV. 14.0'
36' RCP
TOP OF BERM
BOTTOM ELEV. 8.0'
1 r
26 LF 0 0.0%
O 19.0' MIN
S MIN TOP
12' RCP
;
f
PROP. STORM
BERM WIDTH50
LF O O.OX .
. . .
. r
�AFYWA7 LL
+,
'00MANHOLE#1
TOP = 19.0'
INV. = 13.5'.
(SEE SHE
FOR DETAIL)
r'
+ R:
r �
ROPOSED DRAW
l
'xh bbpy8
DOWN STRUCTUR
(SEE SHEET 7
FOR DETAIL)
TIE TO
5 '
,
EX. D.I.
! f
p: 14.0 36 RCP
15" H e CPP N-12
+1
y
17.LF O Q.OX
_ 86 LF O 1.16%
ram....:......-
�
.+4 .
18.5
18.25
TOP = 18.2518.5 16 18.25
�p = 18.25'18
kNV.=14.0, INV. -15.0'
!
19.0'
19.0' 19.0'
f
19.5' x
HP
HP10' WIDE VEGETAnVE SHELF HP 18.7' D.L.#16
TOP
9.0' 3' G
9.5
36' HDPe CPP N-12 18.7
91 LF O O.OX I
(SEE SHEET 7 FOR DETAIL) 18.7 =
36' HDPe CPP N 12 36" HDPe CPP N-12 18.6, INV. =
18.25' D.I.#1 0 .
14.0, TOP = '18.3'
19.0'
58 LF O o.oX+16 81 LF O 0.0%
1$.3' INV. -- 14.0.4' f 1
aC
'
19.0
I 18.6'
18.4
36" HDPe CPP N-12 3 , yb
18.25' 64 LF O O.OX 18.25' + 18.4 +
!
D.L#3
18.7'
18.3'
I
18.5 18.25'WITH
* REPLACE EX. D.I.
TRAFFIC
TOP 1&S
INV. = 14.0'
x
D.I. 3 r DJ.J14 ,
18.4 1
`9-0
�'i
0
JUNCTION BOX TO
PROPOSED GRADE
I
=
TOP = 18.25' TOP 18.25' 18.4'
�' /
�.
D L#2
TOP = 18.3'
y
INV. = 14.0' ENV. = 14.0' , HP
p2 18.25 15" HDPe CPP N-12
+� 1
,
18.3
1b
INV. = 14.0' 18.7'
+1b1
yb
+ 18.5' D,! 16 LF O O. X
8.5
1 2
36" HDPe CPP N-12
r
+�' 19.05
,
19.05
T 18.25'
19.05' _
INV. 15.0'
+ !
U
74 LF O 0.0%
15' HDPe CPP N-12 19.4
Z ,
f
5 LF O 2.96% 5N-1 CPP 3" HDPe 2
11 LF 0 0.0%
�•
14
19 A'
ti
I
1\ 9.D
1b D.I./I
+ � .TOP ' tib
y 16 18.T HP
r NV. > 14.0'
, r
i 9.75 19.75 19.0r
• D S RI1
PROPOSED. TA ,
ASIN
19.9
D.I.#19
36' HDPe CPP N-12 =
a TOP 18.25'
STORAGE ELEV. !1 5'
. ?�
'� BOTTOM ELEV 1
o i7 ! f
6o LF o.oX _
INV. - 14.0'
STORAGE VOLUM =
1,886 cf
1 9.0
r STORAGE
Y
ADDInoNAL TEMPORARY
18. '
25
A 1
�
•5'f+ORiIEWATZt S AOEANb DRAINS VIA WETN
BASE
Aw RE. kk ll
9R . 4aw�l
A e I
, a bA>f n
5 wva
1 b�
N.75
. . !
t
}1
TOP SIDEWALK GRADE
+
+�
�S '
TO MATCH TOP ASPHALT
G�,pE AREA r
>3ETWEEN'
+1b
GRADE (NO CURB)
1h•P
ENIRANCFS TO !
DRAIN TO EX: D.I.
36' HDPe CPP N-12i
+�a6 80 LF O 0.0% 18.5'
' f ! !• a
f
PROPOSED
i
O ,r�Tnc,Gc -4
RETAIL BUILDING
F.F.E. 20.0'
+1b D.I.�O
TOP = 18.25'
01; !
6+.
,
II
S 3
V •
=
INV. = 14.0'
+10 bh'
19.0' 18.25'
1 mw*A;w yb
.t T ' � AGK
19.75'
f ELEv-1e.40'
q 1 h eIV'�' •
' 18.35, r f
+y6PO
•1
f
24" HDPe CPP N-12
Q
!
31 58 LF O 1.38% 19.2'
+:
9.2'13�ti
+y
19.9
24" HDPe CPP N-12 r 8.T
D.I. 1
15s LF a o.44X 19.9 18.5 I
-
1
.1
1 .
19.0, TOP -
TOP - 19.0'
19.3,
15" HDPe CPP N-12 19.0
Top
o
19.3' TOP = 18.5
f
+
INV=16.0' r 116 LF O 0.43X
NV.-15.5'
� INV. = 14.8'
•�
r
H/F
k*UJ 4CE6RV0r
BEFORE YOU DIG I
CALL TOLL FREE
1-800-632-4949
NORTH CAROLINA
ONE CALL
EIP
1�IJT
01
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 UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
t'I �y4 • :' i
+1b�A Ax �yfi• +���'. �yb 0
r r f
6EWVA BO)ICE kEIR5 r 1
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3 r �
1 ' . GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 fL.
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COMMISSION NO.
P05097
DESIGNED BY
DAD
DRAWN BY
DAD JMH
CHECKED BY
DAD
ISSUE DATE
06/23/06
� SHEET NO.
OF 8 SHEETS
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-DETAILS DRAINAGE DETAILS -PAGE 1 -70MI5 4.55.45 PM
A t L ' ofyr:u..
- L..
BACK OF CURB
PLAN
SECTION Y— Y
2'-1 l 3/4"
B------
J
PLAN
FRAME, GRATE, AND HOOD ASSEMBLY
SECTION A —A
11 16" 11 16"
3 11 3 4"
i a -
3 1 /2"
SECTION K—K
AWING FILE: P05097-details
DT SCALE: N.T.S.
FRAME, GRATE AND HOOD
SEE DETAIL THIS SHEET
O
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REF. NCDOT STD. 840 01
N.T.$
24" SQUARE GRATE
FRAME & GRATE:
EAST JORDAN IRON WORKS
5250 CATCH BASIN
INLET GRATE & FRAME
REQUIRED FOR DROP INLET
IN ASPHALT
ALIGN FRAME WITH INSIDE WALL SECTION
EDGE OF WALL TO ALLOW
FOR VERTICAL ADJUSTMENT
SECTION B—B
FRAME PLAN
3'-0 7/8"
R I p
6 Ll
3/4" 0 M 3/4" T '
R
1/2" V-11 1/2" 1-1118
HOOD ELEVATION
FRAME. GRATZ110
MIF. JVC:DOT San. 844O.OW
N.T.B
(REQUIRED FOR DROP INLET IN CURB do GUTTER)
EXPANSION JOINT
USE ON FLAT GRADES 2% AND UNDER 7
I-----------
DEPRESSED GUTTER LINE
EXPANSION JOINr
I� 3' 31
I I�
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES SEE CURB INLET DETAIL
MINIMUM DIMENSIONS AND
QUANTITIES FOR BRICK CATCH BASIN
DIMENSIONS OF BOX AND PIPE
PIPE
I SPAN
WIDTH
WIDTH
SPAN
HEIGHT
D
A
B
C
G
MIN H1
12"
3'-0"
2'-2"
2'-3"
15"
3'-0"
2'-2"
2'-6"
18"
3'-0"
2'-2"
2'-10"
24"
3'-0"
1 2'-2"
1
3'-2"
HEIGHT OF BOXES VARY
SEE DRAWING SHEET C3
2 T
N
n
2 1 /8
SECTION L—L
1"
SECTION P— P
5/$" Lo
3' RAID. 1/2-
N
1 /2" \ 0
1 /2 I iv
SECTION R—R
Lo
N I N
SECTION M—M
1 3/8"
4a
M
SECTION N—N
4"
4"
o�
N
GROUT MANHOLE
RING TO BRICK
RISERS NTH �
WATERTIGHT
SEALANT
DIET
N
U
W
S
N
n
T
PLAN
WITH COPING REMOVED
MANHOLE RING AND COVER
W/ STORM SEINER PRINTED
ON THE LID (SEE DETAIL
SHEET 9)
BRICK COPING BRICK COPING
4'xB'x16'
SOLID BLOCK
(TYPICAL)
24' B 8 24' 8'
N
U
Wn(D --Ir- II
1
CONCRETE BASE
SECTION Y—Y SECTION X—X
JUNCTWN BOX DETAIL
HEIGHT OF BOXES VARY SEE SHEET C3
molnv nnt�l�ln
Y
PLAN
WITH COPING REMOVED
In
W
m
SECTION X— X
CAP TRENCH WITH 6" TOPSOIL
OR STANDARD PAVEMENT SECTION
N TS
24" SQUARE GRATE
~ FRAME & GRATE:
EAST
4"x8"xl6" IRON WORKSN
SOLID BLOCK 5250 CATCH BASIN
(TYPICAL) INLET GRATE & FRAME F- BRICK COPING
24'
B
B'
6" SUMP
CONCRETE BASE
SECTION Y— Y
STORM INLET DETAIL
HEIGHT OF BOXES VARY SEE SHEET C3
NC DOT 840.15
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COMMISSION NO.
P05097
DESIGNED BY
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DRAWN BY
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CHECKED BY
DAD
ISSUE DATE
0s/23/0s
SHEET N0.
6
OF $ SHEETS
x

'_D ETAI LS D RAI NAG E D ETAI LS_ PAG E 1 - 7121 /06 4:57:11 PM
10' LONG 8"x8" TIMBER
VEG. FILTER TO BE SEEI
IN ACCORDANCE WITH S
SPECIFICATIONS
LEVEL SPREADER DETA�L
N.T.S.
BASIN ELEVATION O 13.5
2"-6" ANGULAR STONE 8" THICK
- - _ Y
-
36" SQUARE GRATE
------------
---------
----10E-QEBERM -ELEVAIKN:IB,Q
------------------------------------------------------------------
FRAME & GRATE:
EAST JORDAN
IRON WORKS
5250 CATCH BASIN
RICK COPING
INLET GRATE & FRAME
mi�,?eoLAi1s7N _tZ 25•
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STRUCTURE WALLS MAY BE
BLOCK, BRICK. OR PRECAST
8A$jN
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- - - - - -PJML P00L ELEYAT)ONi 14.Q:
NV.1 5'
6'
8"
W.
8"
6"
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B" COMP
N.T.S.
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EAST JORDAN
IRON WORKS
5250 CATCH BASIN
IQP-0E-BERM_310'------------- INLET GRATE do FRAME
BRICK
]L11E3�El,E11dT�_1I:2lE. _ --
4" PVC SCREW TYPE PLUO---
CONTRACTOR TO PAINT PVC
PIPE TO PROTECT PIPE
FROM UV BIODEGRATION
(COLOR BY OWNER)
STRUCTURE WALLS MAY BE
)LOCK, BRICK, OR PRECAST
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PLANT SPECIES
COMMON NAME
SPACING
LOCATION
Acme gramineua
GRASSLEAF SWEET FLAG
3' O.C.
AT WATERLINE
Peltandre *gIn ca
GREEN ARROW ARUM
3' O.C.
NEAR WATERLINE (1"-2" BELOW PERM POOL)
Zizwl)opele mllocea
WATER MILLET, GIANT CUTGRASS
3' O.C.
AT OR NEAR WATERLINE
Spar9mium ammiounum
AMERICAN BURREED
3' O.C.
MIDDLE OF VEGETATED SHELF
Soururue aemllue
LIZARD'S TAIL
3' O.C.
MIDDLE OF VEGETATED SHELF
Schomoplectus tabomaemantanl
SOFTSTEM BULRUSH
6' O.C.
MIDDLE OF VEGETATED SHELF
Sa9Tttatla Iatifdla
BROADLEAF ARROWHEAD DUCK POTATO
5' O.C.
LOWER PORTION OF VEGETATED SHELF
Pontedwia cordate
PICKERELW£ED
4' O.C.
LOWER PORTION OF VEGETATED SHELF
NOTES
THREE ROWS OF PLANTINGS ARE PROPOSED; A SINGLE ROW LOCATED AT THE PERMANENT POOL WATERLINE, A SINGLE ROW
LOCATED AT THE MIDDLE OF THE VEGETATIVE SHELF, AND A SINGLE ROW LOCATED IN THE LOWER PORTION OF THE VEGETATIVE
SHELF (ON IOA SHELF). PLANT SPECIES TO BE SELECTED FROM ABOVE UST AND PLACED APPROPRIATELY. A MIXTURE COMPOSED
OF A MINIMUM OF 5 SPECIES SHALL BE PLACED.
W-COatop; MAJ4a1 v Wig ull, M, : i �� ; �_11, 11110i DL6 v
,
LEVEL SPREADER ® 15.0'
15' LONG 8"x8" TIMBER
TOP ® 15.0'
3.0' J" REBAR ® 5.0 O.C.
DRIVEN TO SECURE TIMBER
2"-6' ANGULAR STONE 8" THICK
LEVEL SPREADER INSTALLATION DETAIL
N.T.S.
Pond
Design Storm
Storage Height
Draw Down Time
(inches)
(feet)
(days)
4.3
3.25
4.76
1.0
0.95
2.11
•
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COMMISSION NO.
P05097
DESIGNED BY
DAD
DRAWN BY
DAD JMH
CHECKED BY
DAD
ISSUE DATE
06/23/06
SHEET N0.
LWING FILE: P05097-details
IT SCALE: N.T.S.
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