SW7101003_APPROVED PLANS_20101029

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
Sw 7�fll�D�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATEpj/(��'
YYYYMMDD

f .. .. !'. ,rl :i_ eF c :L• �I ie i w,r a _,,ti ;7_ r,. y 1ij_
FOR
LOUUE'S0
Of= KILL DEVIL HILLS
DARE COUNTY, KILL DEVIL HILLS, NORTH CAPOLINA
GENERAL NOTES:
I. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND
FIELD CONDITIONS WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND
ELEVATION OF ALL EXISTING UTILITIES BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL
IN ADVANCE OF TRENCHING. IF THE CLEARANCES ARE LESS THAN SPECIFIED ON THE PLANS OR 12',
WHICHEVER IS LESS, CONTACT FREELAND AND KAUFFMAN, INC. (864-233-5497) AND OWNER PRIOR TO
PROCEEDING WITH CONSTRUCTION.
2. THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY
EXCESS TOPSOIL HE DETERMINES IS NOT REQUIRED TO PERFORM THE FINAL GRADING AND LANDSCAPING
OPERATION.
3. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL
REQUIRED/NECESSARY SHEETING, SHORING, AND SPECIAL EXCAVATION ME43URES REQUIRED ON THE
PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION
OF THE WORK INDICATED ON THE DRAWINGS. OWNER AND FREELAND AND KAUFFMAN, INC. ACCEPT NO
RESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS.
4. CALL UTILITY LOCATION SERVICE, UTILITY LOCATOR SERVICE 72 HOUR, IN ADVANCE OF DIGGING AT 811.
5. ALL SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE CURRENT LOWS' S SITE WORK
SPECIFICATIONS.
6. ALL CURB/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR NC ACCESSIBILITY
CODE, WHICHEVER IS MORE RESTRICTIVE.
7. PRE -CAST DRAINAGE AND SANITARY SEWER STRUCTURES HAVE BEEN SPECIFIED ON THE PLANS, OWNER
AND FREELAND AND KAUFFMAN, INC., HOWEVER, ASSUME NO RESPONSIBILITY FOR THESE STRUCTURES AS
FIELD CONDITIONS DURING CONSTRUCTION OFTEN DICTATE MINOR ELEVATION ADJUSTMENTS. THE
CONTRACTOR ASSUMES ALL RESPONSIBILITY AND EXPENSE FOR MODIFYING THESE STRUCTURES TO
ACCOMMODATE THESE FIELD ADJUSTMENTS.
8. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS -BUILT
CONDITION OF ALL OF THE UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITH THE
PROJECT, PREPARATION OF THE NECESSARY/REQUIRED AS -BUILT WATER AND SEWER PLANS TO BE
SUBMITTED TO TOWN OF KILL DEVIL HILLS, KDHWWTP, AND/OR NCDENR, ALL OTHER INFORMATION REQUIRED
IN CONNECTION WITH OBTAINING PERMITS TO OPERATE AND RELEASE OF BONDS.
9. ALL WATER LINE AND SEWER LINE INSTALLATION SHALL CONFORM TO THE STANDARDS AND DETAILS
OF THE TOWN OF KILL DEVIL HILLS, KDHWWTP, AND/OR NCDENR.
10, A COPY OF THE FINANCIAL RESPONSIBLITY FORM AND THE STORM WATER POLLUTION PREVENTION
PLAN MUST BE KEPT ON THE WORK SITE AND SHOWN UPON REQUEST.
II. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ALL MATERIAL AND LABOR ASSOCIATED
WITH THE TESTING OF THE WATER AND SEWER LINES REQUIRED BY TOWN OF KILL DEVIL HILLS,
KDHWWTP, AND/OR NCDENR. THE CONTRACTOR SHALL ALSO INCLUDE THE COST OF A PROFESSIONAL
ENGINEER TO WITNESS WATER AND SEWER TESTING IN ORDER TO OBTAIN A PERMIT TO OPERATE.
12. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE -WATERING NECESSARY TO
CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS.
13. EROSION Z SEDIMENT CONTROL MEASURES MUST BE INSPECTED AND MAINTAINED REGULARLY TO
INSURE THAT THE INTENDED PURPOSES ARE ACCOMPLISHED.
14. ALL DRAINAGE STRUCTURES MUST MEET NCDOT SPECIFICATIONS.
15. CONTRACTOR SHALL CONTACT FREELAND AND KAUFFMAN, INC. 4 WEEKS PRIOR TO KEY TURNOVER TO
SCHEDULE THE FINAL AS -BUILT SURVEY THAT WILL BE USED TO OBTAIN FINAL ACCEPTANCE OF THE
STORMWATER FACILITIES.
ENGINEER -LANDSCAPE ARCHITECT DEVELOPER
FREELAND E KAUFFMAN, INC. LOWE' S HOME CENTERS, INC.
209 W. STONE AVENUE 1605 CURTIS BRIDGE ROAD
GREENVILLE, SC 29609 WILKESBORO, NC 28697
[phone] [phone]
ATTN : TODD SIMMONS, PE ATTN : MIKE HUIE
ti P�
0
v S TE `A
e°a BAN �� oa
KETCH LN 12
FIRST FLIGHT jF
AIRPORT VIV
VI Xgff MAP (WOT TO SCALE)
UTILITY CONTACTS
POWER:
DOMINION NC POWER
5300 THE WOODS RD
KITTY HAWK, NC 27949
CONTACT: JAY TUTWILER
TEL: [phone]
EMAIL: JAY.TUTWILERoDOM.COM
l A / w Teri
TOWN OF KILL DEVIL HILLS
107 TOWN HALL DRIVE
KILL DEVIL HILLS, NC 27948
CONTACT: RANDY METZGER
PHONE: [phone]
EMAIL - RANDY®KDHNC.COM
SEWER
KDHWWTP
Ill EAST BALTIC STREET
NAGS HEAD, NC 27959
CONTACT; EDDIE GOODRICH
PHONE : [phone]
EMAIL: EDDIEGOODRICH®CHARTER.NET
SITE ADDRESS
1500 N. CROATAN HWY.
KILL DEVIL HILLS, NC 27948
GOVERNMENT CONTACTS
PLANNING
E ZONING
TOWN OF
KILL DEVIL HILLS
PO BOX 1719
102 TOWN
HALL DRIVE
KILL DEVIL
HILLS, NC 27948
CONTACT:
GREG LOY
TEL. (252)
449-5318
EMAIL: GREGoKDHNC.COM
TELPHONE
CENTURYLINK
1041 DRIFTWOOD DRIVE
MANTEO, NC 27954
CONTACT: BRUCE HERRINGTON
PHONE: [phone]
EMAIL., BRUCE.HERRINGTON®CENTURYLINK.COM
DEPARTMENT OF TRANSPORTATION
NCDOT DISTRICT 1
1929 NORTH ROAD STREET
ELIZABETH CITY, NC 27909
CONTACT: GRETCHEN BYRUM
PHONE: [phone]
EMAIL: GABYRUM®NCDOT.GOV
EROSION CONTROL:
TOWN OF KILL DEVIL HILLS
PLANNING AND INSPECTIONS
PO BOX 1719
102 TOWN HALL DRIVE
KILLDEVIL HILLS, NC 27948
CONTACT: SHANDA DAVENPORT
TEL : [phone]
EMAIL - SHANDA®KDHNC.COM
STORMWATER r
NCDENR STORMWATER
WASHINGTON REGIONAL OFFICE
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
CONTACT : SAMIR DUMPOR
TEL: [phone]
EMAIL: SAMIR.DUMPOR®NCDENR.GOV
DATE REVISIONS
DRAWING LIST
COVER SHEET
TOPOGRAPHIC / ALTA SURVEY
DEMOLITION PLAN
;ITE PLAN
LAYOUT PLAN
Gi2ADING PLAN
UTILITY PLAN
EROSION CONTROL PLAN PHASE
EROSION _CONTROL PLAN PHASE 2
EROSION CONTROL DETAILS
WM DETAILS
�i _E DETAILS
'JTOPM DRAIN PROFILES__
-
STORM DRAIN DETAILS
SANITARY SEWER PROFILE
JTILITY DETAILS
LANDSCAPE PLAN
LANDSCAPE DETAILS
..._.._.. -
EASEMENT PLAN
SITE LIGHTING PLAN (BY OTHERS)
IRRIGA_ TION PLANS (BY OTHERS)
ROAD IMPROVEMENT PLANS
LIFT STATION PLANS (BY OTHERS)
PROJECT PERMIT LIST
C A
RyrT. "5�����•
COA: C-1532
EXPRESS
f
SP-1
SP-2
SP-3
SP-4
SP-5
SP-6
SP-7
SP-8,9,10
SP-I1
SP-12
SP-13
SP-14
SP-15
SP-16
SP-17
SP-18
SP-19
SL-I TO SL-3
1-1 TO 1-6
OSI - OS13
LI TO L6
KDH SITE PLAN APPROVAL
KDH LAND DISTURBANCE PERMIT
KDH WATER APPROVAL
KDH FLOOD PLAIN PERMIT
..„ ENCROACHMENT PERMIT (LANDING DR.)
TF
KDHWWTP SEWER DISTRICT ASSIGNMENT
21. 5.
KDHWWTP SEWER PLAN APPROVAL
NCDENR WATER PERMIT
NCDENR SEWER PERMIT
NCDENR STATE STORMWATER PERMIT
USACE - NATIONWIDE PERMIT #46
NCDENR - 401 WETLAND CERTIFICATION
FAA APPROVAL
NCDOT DRIVEWAY/ENCROACHMENT PERMIT
NCDOT UTILITY ENCROACHMENT PERMIT
NCDOT TRAFFIC SIGNAL PERMIT
NCDOT DRAINAGE EASEMENT RELO. APP.
ISSUE DATE: AUGUST 23, 2010
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OPEN TOP \ 1 11 �~ / / k l \ 1' Y... .
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/ x5.21 �1 1 1\IIII 1111 / / / I t] ✓' y � 1 \ EIP CONC *Iy o. W• 14 A GUARANTEE NOR A WARRANTY, EXPRESSED OR IMPLIED.
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18'PINE J // I 1 \♦♦ tp�Q y �\
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� SERVICES NOR FIELD VERIFIED BY THE SURVEYOR OTHER
♦ Z THAN VISUAL APPARATUS SUCH AS VALVES AND METERS.
11 1 11 N. lttr 1 1 J/ 1 �/ 1 I I ♦ \ O Oil, \ STO>' . °�` ./WATCH �' \' 4 CONTRACTOR SHALL CALL LOCATOR SERVICE FOR
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pY /,�( 11 Ill 1 x PARCEL# 002746000 I 11 -_MONUMENT, G 1\ '�1' CAMELLIA aR \ �5 C3 FOR: FRANCIS W. MEEKINS AND WIFE VIRGINIA H.
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1 t +a SIGN \ PLAT A. SLIDE 310 MEEKINS" BY HARRY M. WILLIAMS, III, DATED 7-30-96,
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a ti TPED 11 \ 1 Illt\ tt� �\ r r MEEKINS REVOCABLE FAMILY TRUST {509; INTEREST) t t 5'99"6� \ ,
n 1 1 1 \ \-� I HILLS (NO PLANS AVAILABLE r? �) \ \t I\ 11 �'� r� \ DELRAY BEACH RESUSDIVISION FRANCIS W. MEEKINS AND WIFE MRGINIA H. MEEKINS" BY
HOUSE ` ;� CPED r 11 1\ �,`\ 1 � 1,6� r 1 VIRGINIA H. MEEKINS TRUSTEE OF THE VIRGINIA H. 1 x I \ \ \' . 1, ` HARRY M. WILLIAMS, III, DATED 6-29-96. DRAWING
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/ x \ 1 I 1 \1 11 RAINAGE EASEMENT DRAWN PER ` D.B. 1787 196 x5.76 1 EN : , 4 1 1`f 7.) NO GAS LINES IN IMMEDIATE AREA PER PIEDMONT
J W 5,65 478.67'; 0.29 \ 1 20"PINE I 1 l\I\ 1 ` x 6.13 / I 1 / 1f D lj \ \ .off r Q
/ I ♦ �, J \ \Il 1 1 FIELD MONUMENTATION ZONED: C (COMMERCIAL) ,/ 1 i V: b'�, FLAc/PaiNr r, 1 \ \ NATURAL GAS CONTACT, JIM SHARPKNACK.
RIGHT OF LINE ♦ 1 1 11 W \t\1 `\ 1800 N. CROATAN HWY l j ARKS irI ` ! 1
/ k x5.92 ♦ \ x5.03 i 1 / As I "F1E� \ 1 \ \ \ / CBDI 3X4 / 8.} NO TAKE-OFF/LANDING ZONE AIRSPACE EASEMENT
/ l y / 111 11 (50 DRAINAGE EASEMENT PER D.B. \ x 6,sa k , , 1
PER AIRPORT LAW ENFORCEMENT OFFICER MICHAEL
111A 100-178 s \ 522,012 SQ. FT. 06.69 W / x 6.93 uwM �� \ \' \ ' \ ' ' . \ \ v} t \ \ / TOP: 6.21 /
/ k ' � 1 FULL OF.. .. \ r \ ♦ J EIP 3/4" •�
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t 111111 ♦g,\`E:'4 56'
J KENNETH L. TAYLOR 1 0.15 RIGHT OF x s.sa 1 11111 V \ ENTITLED "W.R. DEATON, DR. AND WIFE . 24"PINE (7)12•oAK / \ ABANDONED / �� - \ ♦ / N/F Ge4
/ \ 1 11 1 r� \ ESTELLE K. DEATON VS. STATE HIGHWAY ` �.z31 Ia \� 1 \ \ / BILL TI!RNER
/ PLAT 7, SLIDE 10 / LINE 1 11 \ I \ x 6.80 x 6.56 \ LAMP % \ \ /
D.B. 260/127 y 1 1,\11 \I\`` ,y COMMISSION 1959.} ITEM #5 `�� y I POST - .� t \ \r ♦ _EIP 5%8" PLAT A. SLIDE 89 4 R�Ni ��a� ' ����'/se5 POSSIBLE ENCROACHMENTS
/ I /� x 144 1 � " V+' i tF , S
5 ZONED: RL / 1 �5.70 11 11111 ♦1 `\ `s '-� 28'PINE // \1 - a4 •• • 1 �' •- +s. ' . \ CI 1t
I 1 \ \ ♦. D.B. 1075/503
" 111j1 IU1 I 12' AK f / 1 ' �' �, \ i
•REF. EIP 5 8 REBAR 1 \I 1 d\I r� � ` x 6.90 r/ s.s4 x 6.07 k � � `� \ 11 r FULL OF \. rr � REBAR BENT OVERTON ESTATES O� �¢ � 9!0 � e�5�4/
\ +. / E\ r N 844968.77$5 f van) \ \` t 1 A�� x G FENCE ENCROACHMENTS ON
/ 1 1 1, 5 bd y 1 1 l 1 \ \ 'DEBRIS \' \ \ l0 - g �� a / � � / WESTERN PROPERTY LINE
/ ♦ x 5-27 329.01'; 0.09 ! \ I s.5s / / r' 6'
/ ♦r ;i��1 �� " 1y E 2984456.9239 /J 1 , 1 \ \ 1 1 �° z ! �' Pq y/ JEIP 5/8"
RIGHT 01 LINE'` r f 6 / 1 l y�I r \\ 1 IE: 4'.4a \ { r '
\ 1 N 844833.6560 S *a R�
6.76 1 x5.35 \ r 2�`�iN¢ , LAT 36-0�-35 lid 1. n \ \\ GI \ G � TOTAL LAND AREA•
1 E 2984951 2824 6 ` f �+ REBAR
12 OAK f x 6.44 ` ^ '� 1 : r
/ HOUSE ' x 1 \ 11\ 1 22"PINE LONG-75-40-1 3 /
/ ,/ 0 I 11111 11\ 1 I / (4)15"DAK1 v '� i
/ / 10 CPED 1 • CHICKEN x 130 1 �/. �a111\1 I // '1U'PINE , 4��1
/ PARCEL# 003297000 J1 WIRE COOP VV 11111\ XN% / F;0 p.
/ N/F J r \"q 1\t 1,J / /Q�
MARGARET DEE CARTER / 11111 \\1\\1\ ON ♦♦ �28'OAK
/ FENCE / \ x 6.fifi >�(2)14'oAK . /,.�•y ���
PLAT 7, SLIDE 10 / / 3 ENCROACHMENT 151` t �1't ttll� y r x6,52
•r x ��2
D.B. 1696/284 / \lti 1p\I\ 11 10-OAK I •/ ,\ �' 1 `p�%Q��
S1. \ ..f • ��, t50 M H �\ l 1 \ * \ < - 7.21 /
I \. .. t SIGN 1 t \ LAT 36-01-33 ? / r . 7.1 / "
PRINIIN(; $lGIs \\ ` \ �� \ t \\ 'N \ \ LONG -75-40-07 EIP 3 4" ,.1 I EIP 5 8
1 �, u K r \ '• 3 t / ! e REBAR 557t 815 SQ. FT.
1 HEIGHT=20.26' , 1 1 w \ m - OPEN TOP EM / Law
Q . �O tr' \ \ \ \ \ ` \ 1 r ���,. ,.\y/ $TOP
•, 11 : \p \ s. 1 \ . \ \ EIP code 61 �.�a SIGN- 68.s4 CBDI 2x3 12.804 ACRES
00 �\ am \\ \ MUNUMENT '° 1,2s M i 34 TOP;6.39
s11-N tw ,�\ 6.95 -q EIP 3/4" IE IN(12"): 4.54
-fiBM: 1 \ / s� 4aPEN TOP BASIS OF BEARINGS
ZONED: RL / BUILDING '�. • 1 111 \ \1P 1 \ J/ 9
y i r x5.3e 11 1 I , s (3}14"OAK ¢ I o ` � TdP Ols• FlRE.s8fy IE IN(15"): 4.74
6 / B , \ \ \ 1 , N e ,� �.' '1 �\ ad. �Q� ti AND BENCHMARK-
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PARCEL# 00329800Q a �� \ l+\fir \`11 _ _-- I y-/ 1 / Ap. �' 8 J . \5� / EIP 3 4" / IE QUT:4.74
1 ©� 1 - / xs.36 / \ (SEE DETAIL) �'o`} ' 1 \ 5 3SIG G /J BASIS OF BEARINGS AND ELEVATIONS
\1p1 1
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/ / �� x 4.a21 1� 1 111 (s)12"OAK / r/.' HEIGHT=26.50' �' : �c+t" y SIGN. SOLID
N F � 1 �'1 \ r 1 1 .. \ � � � TOP
REBECCA LEWIS SAUNDERS �• r 1 r '1+ 1\�\ N I / x 6.38 / 1 J` THE COASTLAND TIMES '` a ELI�V�• �,r" r :+,4 �°cA CBDI 2X3
O l 1 �1 \1�\ 1 x6.16 �/ �/ 1 r _ s ° J CBDI 2X3 3!� 78 TOP:6.35 BASED ON GPS "RTK" OBSERVA-90N OF
/ PLAT 7, SLIDE 10 ♦ ulis 1 x4.s3 5 r \ 1�1 N I % I :1 11,238 SOFT. 9.1 �k OE 6.0'- WIDE \rauwMKR. s TOP:7.16 Cp•��I� 5 �5 IE IN;4.55 USGS MONUMENTS "WILBUR" AND "VELEI=„
�^ Ill tl N / 7.2b 7.�3 HIGH:39.1&".- 1 & 1
J / D.B. 167$ 11$ 1 \ 11 \ 3 \ x k HEIGHT=16.43 1500 N. CROATAN HWY c,
/ 1 l 1 \ I s.s7/ / :' . \ 4 q>o�a NAD 83 - NAVD 88
J ,� 1 1 11\ 1\� 1 a: x 2 is'oAK , , 4 m I (,., IE IN: ? c� 4 lE 1N: 4.55
ZONED: RL y � `� \ 1 1 I s.17 �() \-_� � � BRICK BUILDING Eow:2s.1'7' � - � \ �s>'HRE� �1r
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/ s FT� t\ 4.941 11 1 `11 It11\ _� 11 .7.29 ac RAMP . ~~ • o \4owREH R �•. a J 1 \ t /
PARCEL 003299000 VINYL FENCE y 1 \\ 11 1 �� \ 52�4 l� , 41 1 \\ +a k % \4a \, \, ' ��
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N/F 1 I x 4.7, i I I �� 11b -' �� \ 7,sa ?1 .� EIP MAG Sf 0 TOP S a r \\ \\
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i JOHN P. GONTER 1 xs.Da �1� �\ r'11 `ram .' t t CONC '` :� E. ye T OPEN TOP
PLAT 7, SLIDE 10 FENCE r- a~��'�\� 1 /-,w t 1 \ �yAc� .f/ a / \ t s r" \\
11 �� [S: 1 x J� ` ( OAK i 1 \ . - a a G 1 ✓ MARK D g ENO tt �r� \1t G mac' UP 3%4"
D.B. 1117/444 ENCROACHMENT 1 N �� 5.89 /f I y 14 OA " x 6.09 6 �AC \ 0 ~ 6 I- -. 'FLAG/PAINT V r t\rltt �i G
8 1t y �' y f \ ARKS IN \ 7
ZONED: RL x 143 \ r� s 1 5? \� " J d \ ! \ 5.83 x / \ ' R 7.32. 0 1 � S Y g TOPS.: •..: 6y 1.1 �( TPED\ \ 1r\\\
LEGEND' _ , 1 I \\ \ \ ♦r11t 11! TB PINE 2 $� $ \\ 7 Q6 SOP ' \ \ 1
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POB POINT OF BEGINNING t `a.88x I li `\ \tit 111 �/ r JI t _s ,� ,96 F a< y `b$ fjIPRAPr ga p% 1 F \ \ \ \a 1\\tt \
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TRANSFORMER
POC POINT OF COMMENCEMENT f '-�I t� I lllj 11\♦ �� \1��' 6• 1�J 4' / RI POLE �UWMKR
PARCEL# 003300000 1 111 11\\ y ON CONC PAD
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G NIP NEW IRON PIN (5/8 REBAR) KATHRYN C. BEASLEY FENCE ED \ 1 ll\ 111 EIP 5 8 f O �' / 1 °g/ \ a+,, \ \ \ \ \
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SLIDE 10 x 5.37 \ c'I3 t11 1 D / 4 4`� 1 Ro \\ a �t
O EIP EXISTING IRON PIN \ �1\\1 REBAR d 5.77 V' / TSM IE OUT, 4 39 f 6g 6 �, - �'�` \ y s� �o \ r 1 rt�`yt
D.B. 796 712 1 111 11 x V� \ 1 • , .
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ZONED: RL APPROXIMATE 1 11 11111 11111 EIP MOUND s �6• �. � PN
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LOCATION OF OE/OT 1 U I Ill \IIII (2)24'OAK --6-- - t 61B �YIAGNETIC RIPRJ 4t PPR ~L �o� \ \\ 1 \
PP POWER POLE r PER OLD MARKINGS IN 1 11 t 1\ll 1\\11 IV x6.29 x � AJ1L �. ��. �". • I? -- EIP 3/4' \ pgrSs'� 5 \
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# LIGHT POLE / REBAR x 5-92 \1 \ 1 3 16'OAK ;.-
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LAMP POST / 1 , 1 \ 11111\11'� () 6'. �., .' .. $ �9\�' a EIP 5/$"
r1 11 x 6.90 I1r
` 111 ,-- PARCEL# 002746001 �
o E1d ELECTRIC METER / I \1 11111 111�j� N/F `__Y CBDI 2X3 TPED� tt0� \ # ° F g \ REBAR \ �� 1 \r `' �z ` �\� \ -,�\
1 .%� l x5.64 t 11111 111 � TIMES PRINTING CO ING. s.97. TOP: f / 0 A EIP 3 4" \ e N,+°OF-1 \ \ ��r ,4 \ \r \
O S-POLE SIGNAL PIT / ! 2 5.5 FT G . e 6� �" \ 1r 1
k 1 111 1 1 D.B. 1065 586 IE IN:3.99 fCp �' 1T / ~� 44 2 t p \ r1
� S-POLE SIGNAL POLE / WOOD FENCE x5.a4 1 ti 11111 11 1'� I / n r ♦ r5 �'' �F' CRIMP TOP yP'' 16 I` \
oCPED 111 1�>+ ZONED: G (COMMERCIAL)
IE IN:3.99 P` \ .WL\ S e \ \ \� �' t`r\ t TRANSFORMER
❑ AC AIR CONDITIONING UNIT / 11 x 6.52 ( ) 1 \ f r \ \ 4 r \ `� S 1 r
\ 1 11 1r1\1 1111W \r EIP 1 2" \IE OUT: 3.8 "L 6.83 �0�' F! _CBDI 2X3 Cal \
/ PARc>=L# Oa33D3Don x 5.4a ' 1 \It 1 +�5 35 $C3 5Q FT / 69 7.;; . Qe TOP: 6.47
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EIP 5/8' I11 1 MONUMENT CAD t p 821 ACRES • 1 - EIP 1 2" d
® wM WATER METER r- JI , ROBERT C. AND PATRICIA HARMS REBAR //\♦ �� 11 s 11�11 1\ilk \ 25 MP NAIL / �p� �� �+�yvxt V�O�� 43 \ �� \/ \ \t1t� \ \
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6� HATER MANHOLE PLAT 7, SLIDE 10 4 / \ _ \lt 11 99.60 I �j + 1ti ' sI o . - � -CIS' \ \ t A EIP 5/g"
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D.B. 1689 245 l 5.93 1 11�G 1\11 i ��� 6.6 SIGN: 6.91 \ \\\\ i REBAR
FIRE HYDRANT / x s 111 1► \ „ i tv 1
l UWMRK UNDERGROUND WATERLINE MARKER „� Qr ZONED: RL / y 1 x6''4/ 1 `\ �`\Its 1\\11 ��` , O 3 /4 �C 3 EIP 5 /8 \ \ \ \\r
Y r 1 � 1 r�� / / "' � .94 6.47 x. 0 t� V1� 40 �pF� I tSTREET r .. ' ,. � \� \ t\ 1\ t�
1 \ \ t11ra S b. \\ �o t"ss-(O C�P1' a� O G \ \ :ss ` \ \ I
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0 WVMRK WATER VALVE MARKER v WV
� / � ♦� J�O 1 \ \ 1�11 r\I\\� x6.42 MONUMENT 6�41.� � � �` `� `� \ ! •
/ 1 \ \11 t� CHILDREN S J c+ r.
❑ CBDI CATCH BASIN DROP [NEST '� Q 1 ��► y 65 1 \ 1 � � - 00" \ ?� 1 \ h5 1 1 \ \\ 1 \ \ -
DIP DUCTILE IRON PIPE �1 UP 5 8" \ EIP MAG \ \ \ A \ 4 � 5• 1 1 tt b1 V % x 6.3a PRESENT p' . - 6}3 [� •a 1 • ' .
to 2 i / >. ` s x a4 1 1 \��\` \11 \ ' SIGN so a 6' \\' ��J'r,e%P` ' oP�`' 4y \ 42 0� / \ \ t \rt\
(� O 5. \ rC'\ 1`'� 1 �_y s• J EIP .�, AILBOX 0 'A '(\ REBAR NAIL �, \ \
1 / 'l \y O \' �p rr r TPED
CPP CORRUGATED PLASTIC PIPE > >Ps 1 \\\\� ttt\� �. • 6, " �W#120 Gd t), 'N I \ G*CJ O \ .. 7.69L ' � '� � \ \ � o
CMP CORRUGATED METAL PIPE OJ PARCEL# 003304013 x 6.64 1 \�` tr1\ 1 '10� g / J 5 8 EIP MAG , .,. �` 9 . eW*R% d� 6 4 G • \ �+ a \ . c^ CPED
TELEPHONE MANHOLE N/F HOUSE ♦♦ \\r y 1�\1 1I\� sfa �e 6^1� °a. 61r REBAR NAIL s #121�`�S P1\I Q �1 \ �'19 /-T \ \.'t,\ `' V.
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\ ` k �1., 111}1\ S 6/ \ c \°� TOED \rd Q e G i 1 s GNP \\`� \t \'•\ \ IE. 4-67
0 CPED CABLE PEDESTAL ALISON B. URBANEIC REF. EIP CONC ♦ \ 6 t' o \ L
IE:, 2.78 tt\1 / ��.. J EIP 5/8 oat �g / \ EIP 3/4" 41 \ \
PLAT 7, SLIDE 10 -�MONUMENT ® ~-� \ \ _ 1 \
a -- /�~ • �1Ec 0.841 �11 1 aJ a F 6 J o
p TPED TELEPHONE PEDESTAL D.B. 711/503 0 98.67'• 0.1$' , \1 y a. REBAR 4r'�1 t' y1 OPEN TOP
MKR FIBER OPTIC CABLE MARKER ZONED: RL HOUSE l0 RIGHT�OF LINE /� x6.27`� \\��♦ NIP 5 $" / /'• ? p`%'ocjJa11,1 J " `�"�' '"�y Zs BENT REBAR uwMK�
EI FOC / \ \
-- \S � \ y!` o ��I J EIP 5/$ �+F'y 's ♦ (� 1\r \
I] UTMKR UNDERGROUND TELEPHONE MARKER O i L IP AP --REBAR � . ?� � / � 7 �:} �
• ., ' / \ 4 a J REBAR - / CBDI 2X3 EIP 5 8 \ \ , \ \
�7 GUARD POST O. \ x s.12 M 6a i 11l� �� Y / // /! / \ \ \ ` \ \ 1\ \ TOED
�� e TOP: 5.32 REBAR \ \ \ 1 r
-tr- SIGN r 1 ��`-(2)TPEDV 18 PiNE �g�g �P� . �`� \\ ,� . �f� �,+, \\ / /1�eLeox 1 - ,�• IE: 4.02 ..11�
OE - OVERHEAD ELECTRIC LINE ` �` �� / "
\ i 6 ,� \ EIP 3 4 CBDI 2X3 \ \ \r \s,p It \ t\ \\r
--- UE - UNDERGROUND ELECTRIC PINE 2A 0' r\ p'. . � ~ 1 `�� . / OPEN TOP TOP: 5.85 \ \ \ \r
55 FM- SANITARY SEWER FORCE MAIN LINE ! 1 / / _ \
_ ♦ I (3)14'4AK / /' IE IN:4.15 �\ �� 1 1
-w - WATER LINE HOUSE N $444fi9.530 6yti 61 f \'�IPRAP \\ IE OUT:4.15 2` �lti J, t1
- UG-- GAS LINE PARCEL;;;�003304014 v E 2984265.8687 / t��UN��r� A.
11111 IE:0.95 \ EIP 3/4" 0 e'�,� Cy
IQ EIP 3/4" ,\ a �a,
- OT - OVERHEAD TELEPHONE LINE / \ LAT 36-01-30 �! . i r IIII\ Ill E 1 68 o, OPEN TOP m�\
- UT - UNDERGROUND TELEPHONE LINE KENNETH J. SHEPARD 1 ti y- a c 1 1 11 /� \ OPEN TOP
LONG--75-40-15'�
PLAT 7, SLIDE 10 J \ EIP 1 2" �'. - 65 Illll 0\\ / 15 CPP +r'r,., IN CONS ROPE
�`�`
WHITE LINE / I / _- / �` 1 11111 11\\v PARCEL# 004042901 \ FENCE \
D.B. 1753/449 1 ,6 • �p I .REBAR y- / CBDI 2X3 A\% I1I1111 N/F \ \
- - - DASHED WHITE LINE ZONED: RLQe / IIII \\ \
\ r a - �, �� \yc TOP: 1 1 111 UNITED STATES DEPARTMENT OF \ r ul
YELLOW LINE BUI�fNG J'4si�� / J / IE IN:1.77 \1i1111 1�1't THE INTERIOR
DOUBLE YELLOW LINE �4 0..' 1 1 1 u' s `�U , IE OUT: �M\\\ 11 PLAT CABINET 6 SLIDE 28
RI +a y 1 1 \ I\1 (SEE MAP BY MOORMAN & LITTLE, INC.,
�� / \
+LINEa ,, �� / . TPED 11U 11 \
STORM DRAIN PIPE aQQ'"� /O\�G�� � � DATED APRIL 13s 1973
�,,1\1\1 FOR U.S. DEPARTMENT OF THE INTERIOR \ L \
cl f� 6 1 1y11 �',1, PQG` 1 1 t1 NATIONAL PARK SERVICE) \ USGS MONUMENT /_
- x --- FENCE �-
----- 5' CONTOURIIII 11\1`1
/• 1 u\�tt N IIII , \ SITE ADDRESS: USGS MONUMENT
1' CONTOUR j`Z age ! 111\,, 11111 \ "WILBUR" L "VELEE"
----- OAK TREE 6`� � � �Qe / - � \1\t \\ I\\II 1500 NORTH CROATAN HIGHWAY N 8427718300
S A6 / - - ""' 111t \ N 843726.3400
g / \ 11111 KILL DEVIL HILLS, NC 2794$ E 2985977,5500
Is PINE TREE EIP CONC CBDI 2X3
LOT NUMBER MONUMENT / / *1� 1t1\\ IIII\ \ LAT 36-01-12 LAT936�01 -220
J �I IE N: 36 „\\ t150 \ SHEET 1 OF 2 LONG--75-39-55
IE OUT:216 1 Z16l��VA 1 \ LONG-75-39-58
FREELAND & ASSOCIATES, INC.
323 WEST STONE AVE.
GREENVILLE S.C. 29609
TEL. [phone] FAX: [phone]
EMAIL: info0freeland- associates. ccm
DRAWN: JMP PARTY CHIEF: Lp CHECKED: JCC
REF. PLAT BOOK: SEE NOTE #6
REF. DEED BOOK: SEE INDIVIDUAL PARCELS
TAX MAP: SEE INDIVIDUAL PARCELS
DATE OF SURVEY: 4-23-10
DATE DRAWN: 4-30-10
DRAWING NO: 62586
DATE OF LAST REVISION: 6-14-10 ADD TITLE
0' 50' 100' 150'
SCALE: 1" = 50'
oN 151CArrr�C,��,/
!z
-=1 L ? 3 q
PLS-. JAMES R. FREELAND i��rFS, f�, FRF-;:`f
N0: L2836 fr�r,....„ll\ e
5U5IL7: UU55725 , d I v
STATE OF NORTH CAROLINA
DARE COUNTY
TOWN OF KILL DEVIL HILLS
ATLANTIC TOWNSHIP
ALTA/AGSM LAND TITLE
AND TOPOGRAPHIC
SURVEY FOR
LOWE'S HOME CENTERS, INC.
` 11;�IIlr ' 1 1 ; .+`� ,`y.; ry1.'`.-5•i� .!1 7�`F,`1�11�,i1,11�=+j'r:Ifi .;'`�er±f,F:. •
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PARCEL# 002743000
OUTER BANKSNBAPTIST MISSION
D.B. 754/365 R i�
/ PS ? .
J"a /
PARCEL DESCRIPTION=
11.983 ACRE TRACT.
Commencing at a USGS Monument "Velee" having NAD 83
coordinates of N-843,725.34 and E = 2,985,704.71 and running
from said monument along a tie line N 34-13-54 W for 1339.33
feet to an iron pin located at the right of way intersection of the
west right of way of South Crootan Hwy. (Hwy 158 By -Pass) and the
north right of way of Landing Drive and being the Point of Beginning;
thence along Landing Drive S 61-56-36 W for 400.47 feet to an Iron
pin; thence leaving said right of way and following the common line
of Times Printing Company (DB. 1065-586) N 27-51-58 W for
200.34 feet to an Iron pin; thence S 62-01-55 W for 168.98 feet
to on Iron pin, thence S 22-21-35 E for 201.25 feet to an iron pin
on the north right of way of Landing Drive; thence along Landing
Drive S 62-09-29 W for 187.37 feet to on iron pin; thence along
the common line of First Flight Village, Section one (Plat 7, Slide 10)
N 27-51-04 W for 200.00 feet to an iron pin: thence N 27-58-03
W for 518.95 feet to an iron pin; thence along the common line of
Billy Roughton (DB. 1452-221) N 62-03-26 E for 775.56 feet to an
iron pin on the west right of way of South Croatan Hwy. (Hwy 158
By -Pass); thence along Croatan Highway S 28-00-07 E for 418.93
feet to a concrete right of way monument; thence S 27-57-06 E
for 299.53 feet to an iron pin being the Point of Beginning. Said
tract contains 11.983 acres or 522,012 square feet more or less.
0.821 ACRE TRACT'
Commencing at a USGS Monument "Velee" having NAD 83
coordinates of N=843,726.34 and E = 2,985,704.71 and running
from said monument along a tie line N 34-13-54 W for 1339.33
feet to an Iron pin located at the right of way Intersection of the
west right of way of South Crootan Hwy. (Hwy 158 By -Pass) and the
north right of way of Landing Drive; thence along Landing Drive S
61-56-36 W for 400.47 feet to an iron pin being the Point of
Beginning; thence S 61-53-52 W for 79.58 feet to a Concrete
monument; thence S 62-09-29 W for 108.71 feet to an iron pin;
thence leaving said right of way and following the common line of
Meeks (DB. 1787-196) N 22-21-35 W for 201.25 feet to an iron pin;
thence N 62-01-55 E for 168.98 feet to on iron pin; thence S
27-51-58 E for 200.34 feet to an iron pin on the north right of
way of Landing Drive being the Point of Beginning. Said tract
contains 0.821 acres or 35,803 square feet more or less.
TOTAL TRACT:
Commencing at a USGS Monument "Velee' having NAD 83 coordinates
of N=843.726.34 and E = 2;985,704.71 and running from said
monument along a tie line N 34-13-54 W for 1339.33 feet to an
iron pin located at the right of way intersection of the west right of
way of South Croatan Hwy. (Hwy 158 By -Pass) and the north right of
way of Landing Drive and being the Point of Beginning; thence along
Landing Drive S 61-56-36 W for 400.47 feet to an Iron pin; thence
S 61-53-52 W for 79.58 feet to a Concrete monument; thence S
62-09--29 W for 108.71 feet to an iron pin; thence S 62-09-29 W
for 187.37 feet to an iron pin; thence leaving said right of way and
following the common line of First Flight Village, Section one (Plat 7,
Slide 10) N 27-51-04 W for 200.00 feet to an iron pin: thence N
27-58-03 W for 518.95 feet to an iron pin; thence along the
common line of Billy Roughton (DB. 1452-221) N 62•-03-26 E for
775.56 feet to an iron pin on the west right of way of South Croatan
Hwy. (Hwy 158 By -Pass); thence along Croatan Highway S 28-00-07
E for 418.93 feet to a concrete right of way monument; thence S
27-57-06 E for 299.53 feet to an iron pin being the Point of
Beginning. Said tract contains 12.804 acres or 557,815 square feet
more or less.
MILE
EIP 3/4" Q POST #7 EIP 5/8"
REBAR REBAR
\ 1 \
1 EIP 5/8"
REBAR W/
1 \ CAP
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21 f
\�`� \\\1 y PARCEL# 003136018
\ \� oF, \\ \\gam\�� °cam\ g� KEVIN J. BLUETT, II
'a PLAT A, SLIDE 305
.54 �y D.B. 1485/278
1 \\\ \\ \ �� \\� IE 4.2 -- - DELRAY BEACH RESUBDIVISION
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I
CERTIFICATE:
To: LOWES HOME CENTERS, INC., FIDELITY NATIONAL TITLE
INSURANCE COMPANY -
This is to certify that this map or plat and the. survey on
which it is based were made in accordance with the "Minimum
Standard Detail Requirements for ALTA/ACSM Land Title Surveys,"
jointly established and adopted by ALTA and NSPS in 2005, and
Includes Items (1-4,6,7a,8,1O,11a,13,14) of Table A thereof.
Pursuant to the Accuracy Standards as adopted by ALTA and
NSPS and in effect on the dote of this certification, undersigned
further certifies that in my professional opinion, as a land surveyor
registered In the State of North Carolina, the Relative Positional
Accuracy of this survey does not exceed that which is specified
therein.
Date: April 23, 2010
Surveyor: James R. Freel
Registration No. L2836
The undersigned hereby certifies to Lowe's Home Centers, Inc. and
Fidelity National Title Insurance Company that this survey was
actually made upon the ground; that it and the information,
courses, angles and distances shown thereon are correct: that this
survey correctly shows the location of all buildings, structures and
other visible improvements on the Premises, including, without
limitation, all streets, easements, rights -of -way and utility lines:
and that, except as shown, there are no (a) easements or
rights -of -way across the Premises; (b) party walls, (c)
encroachments on adjoining premises, streets or alleys of any sold
buildings, structures or visible improvements, or (d) encroachments
upon the Premises by any build€ng, structure or other visible
improvements situated on any adjoining premises; physical evidence
of boundary lines on all sides of the Premises is as stated on the
survey, and that the visible Improvements do not violate any
set -back or other building lines.
I hereby certify that this survey has been made using the latest
recorded plat or deed, that there are no encroachments other
than those shown, and that the survey is correct to the best of
my knowledge and belief.
I hereby certify that the Lowe's Home Centers, Inc. project, shown
hereon does lie within a special flood hazard zone, (ZONE "AE 9")
according to Community Panel 3753539884 J of the Flood
Insurance Rate Map of DARE County dated September 20. 2006 to
the best of my knowledge and belief. --
Surveyor: James R. Freelon -`
Registration No. L2836
U.
O
LU Ca
6" LL O SPOT ELEVATION
nCD 6 SURFACE ASPHALT
a
Ad e
a p
CONCRETE CURB & GUTTER DETAIL
(NOT TO SCALE)
CERTIFICATE.
NOTE: THIS PROPERTY IS LOCATED WITHIN 2000 FEET OF A NCG
HORIZONTAL CONTROL MONUMENT, AS SHOWN ON GEODETIC CONTROL
INDEX MAP. THEREFORE, SAID PROPERTY IS TiED TO "VELEE" AND
WILBUR MONUMENTS AS REQUIRED BY G.S. 47-30.
NORTH CAROLINA
DARE COUNTY
I, JAMES R, FREELAND, CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION) (DEED DESCRIPTION RECORDED IN BOOK 1787, PAGE
196 AND BOOK 1065, PAGE 586 ETC.,) THAT THE RATIO OF
PRECISION AS CALCULATED BY COORDINATE COMPUTATION IS
1 /10,000:b, THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS
BROKEN LINES PLOTTED FROM INFORMATION FOUND IN BOOK 1452,
PAGE 221, THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH
G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER AND SEAL THIS 23RD DAY OF APRIL, 2010.
THE SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND AND
DOES NOT CREATE A NEW STREET OR CHANGE
AN EXISTING STREET.'
PLS: JAMES R. FREELAND
REGISTRATION NO: L28-
\ G 0? SA
\. po��, • \`\ ¢ CPS I DUTMKR PARCEL #002756001
�\ �' \\\\\ \\\ OPEN TOP J W DIXON ENTERPRISES, LLC
\�'o \\\\ 2 \\\ PLAT B, SLIDE 392 �!
> \ \ \ �` \ \ D.B. 1647/69
PARCEL 8
\\ '' 1\. •' ``P \ GSA \\ i-
TBM
0
FIRE HYDRANT DETAIL
N.T.S.
PARKING INFORMATION
REGULAR SPACES 36
HANDICAP SPACES 1
SPACES TOTAL 37
FLOOD INFORMATION:
THE ENTIRE SUBJECT PROPERTY IS
LOCATED IN FLOOD ZONE "AE-9"
(BASE FLOOD ELEVATIONS DETERMINED)
THE LOCATION OF THE 100 YEAR FLOOD
PER NF1P FIRM COMMUNITY
PANEL NO. 3753539884 J
EFFECTIVE DATE: SEPTEMBER 20, 2006
ALWAYS
CALL
BEFORE YOU
DIG
�h
EVERY DIGGING JOB REQUIRES A CALL - EVEN
SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS,
IF YOU HIT AN UNCERGROUND UTILITY LINE WHILE
DIGGING, YOU CAN HARM YOURSELF OR THOSE
AROUND YOU. DISRUPT SERVICE TO AN ENTIRE
NEIGHBORHOOD AND POTENTIALLY BE RESPONSIBLE
FOR FINES AND REPAIR COSTS.
SMART DIGGING MEANS CALLING 811 BEFORE EACH
JOB. WHETHER YOU ARE A HOMEOWNER OR A
PROFESSIONAL EXCAVATOR, ONE CALL TO 811 GETS
YOUR UNDERGROUND UTILITY LINES MARKED FOR
FREE.
MATCHL NE W
TITLE EXCEPTIONS:
STEWART TITLE GUARANTY COMPANY
COMMITMENT # 10150294
EFFECTIVE: JUNE 4; 2010
PARCEL 1:
5. DRAINAGE EASEMENT RECORDED IN DB. '100-178. ' AFFECTS
PROPERTY AS SHOWN ON PLAT.
PARCEL 2:
8. NO SPECIAL EXCEPTIONS AFFECT PARCEL 2.
UTILITY CONTACTS
ZONING:
TELEPHONE/CABLE:
TOWN OF KILL DEVIL HILLS
CENTURYLINK
102 TOWN HALL DRIVE
104 S. COBB ST.
PO BOX 1719
ELIZABETH CITY, NC 27909
KILL DEVIL HILLS, NC 27948
PHONE: [phone]
PHONE: [phone]
PHONE: [phone]
FAX: [phone]
CONTACT: STEVE SIMON
EMAIL: [e-mail]
CONTACT: SHANDA DAVENPORT
SEWER:
ENMRO-TECH OF NORTH
ELECTRIC:
CAROLINA
DOMINION NORTH CAROLINA
DISTRICT KDHWWTP
POWER
106 FREEDOM AVENUE
5300 THE WOODS ROAD, KITTY
POWELLS POINT, NC 27966
HAWK, NC 27949
PHONE: [phone]
PHONE: [phone]
CONTACT. JIMMY BLIVEN
FAX: [phone]
EMAIL, JAYTUTWMLERGDOM.COM
WATER:
CONTACT: JAY TUTWILER
TOWN OF KILL DEVIL HILLS
107 TOWN HALL DRIVE
GAS:
PO BOX 1719
PIEDMONT NATURAL GAS
KILL DEVIL HILLS, NC 27948
105 B IMPACT BLVD.
PHONE: [phone]
ELIZABETH CITY, NC 27904
CONTACT: STEVE ALBRIGHT
PHONE: [phone]
CONTACT- JIM SHARPKNACK
NC DOT
1929 NORTH ROAD 5T.
ELIZABETH CITY, NC 27909
PHONE: [phone]
FAX: [phone]
CONTACT: JOE CHAMBERS
LEGEND:
Poe
POINT OF BEGINNING
POC
POINT OF COMMENCEMENT
TBM
TEMPORARY BENCHMARK
O
NIP
NEW IRON PIN (5/8- REBAR)
O
EIP
EXISTING IRON PIN
LIMITED ACCESS
R/W
RIGHT-OF-WAY
CrL
PP
POWER POLE
>
UGHT POLE
LAMP POST
EI
EM
ELECTRIC METER
O
S-POLE
SIGNAL PIT
`CL
S-POLE
SIGNAL POLE
❑
AC
AIR CONDITIONING UNIT
WATER VALVE
MA
WATER METER
WATER MANHOLE
FIRE HYDRANT
El
LIMRK
UNDERGROUND WATERLINE MARKER
®
WVMRK
WATER VALVE MARKER
❑
CSDI
CATCH BASIN DROP INLET
DIP
DUCTILE IRON PIPE
cPP
CORRUGATED PLASTIC PIPE
CMP
CORRUGATED METAL PIPE
8
TELEPHONE MANHOLE
0
CPED
CABLE PEDESTAL
E
TPED
TELEPHONE PEDESTAL
El
FOCMKR
FIBER OPTIC CABLE MARKER
0
UTMKR
UNDERGROUND TELEPHONE MARKER
®
GUARD POST
-�-
SIGN
-
OE -
OVERHEAD ELECTRIC UNE
-
UE -
UNDERGROUND ELECTRIC UNE
- SS
FM-
SANITARY SEWER FORCE MAIN UNE
-
w -
WATER UNE
-
UG--
GAS LINE
-
OT -
OVERHEAD TELEPHONE UNE
-
UT -
UNDERGROUND TELEPHONE UNE
WHITE UNE
-
- -
DASHED WHITE UNE
YELLOW UNE
DOUBLE YELLOW UNE
rYYV�
TREE UNE
STORM DRAIN PIPE
-- x --"
FENCE
---------
5' CONTOUR
------
V CONTOUR
OAK TREE
6
PINE TREE
LOT NUMBER
SITE ADDRESS:
1500 NORTH CROATAN HIGHWAY
KILL DEVIL HILLS, NC 27948
ZONING INFORMATION:
ZONED: C (COMMERCIAL ZONE)
SETBACK LINE:
FRONT: THE MINIMUM FRONT YARD
SETBACK SHALL BE 30 FEET FROM
THE PROPERTY LINE. THE FRONT
SETBACK DESIGNATION PERTAINS TO
THE PROPERTY LINE WITH THE LEAST
AMOUNT OF FRONTAGE, PER TOWN OF
KILL DEVIL HILLS ZONING
DEPARTMENT.
SIDE: THE MINIMUM SIZE FOR A SIDE
YARD SHALL BE TEN FEET. FOR ANY
STRUCTURE OVER 35 FEET iN TOTAL
BUILDING HEIGHT, THERE SHALL BE
TWO FEET OF SIDE YARD SETBACK
FOR EACH FOOT OF BUILDING HEIGHT
OVER 35 FEET IN ADDITION TO THE
MINIMUM SIDE YARD SETBACK.
REAR: THE MiNIMUM SIZE FOR A
REAR YARD SHALL BE 10 FEET.
DOUBLE FRONTAGE:
(a) THE MINIMUM REAR YARD
SETBACK REQUIREMENTS ON ANY
DOUBLE -FRONTAGE LOT WITH AN
AREA OF 5,000 SQUARE FEET OR
LESS SHALL BE 20% OF THE LOT
DEPTH.
(b) THE REQUIRED FRONT YARD
SETBACK FOR ALL LOTS OVER 5,000
SQUARE FEET SHALL BE PROVIDED ON
BOTH FRONT AND REAR OF A DOUBLE
FRONTAGE LOT.
CORNER LOT. THE MINIMUM SIDE
STREET SETBACK REQUIREMENTS
SHALL BE 15 FEET.
MAXIMUM BUILDING HEIGHT - 50'
(PER TOWN OF KILL DEVIL HILLS)
SHEET 2 OF 2
0 yz
s+
��°�►�
y pa
y yy
Sp
4�
gt
�
yy SITE
�
xA
c�
oo
1'(E7C11 LN
12
RRST FLIGHT
AIRPORT
*�(
vQ
V1C:4NRY MAP (NOT TO SCALE)
SURVEYOR'S NOTES:
1) ZONING PROVIDED BY THE APPROPRIATE
GOVERNMENTAL AGENCY: TO BE USED FOR
INFORMATIONAL PURPOSES ONLY.
2) SQUARE FOOTAGE AND DIMENSIONS OF STRUCTURE(S)
ARE FOR INFORMATIONAL PURPOSES ONLY, NOT FOR
LEASE OR SALE PURPOSES.
3) HEIGHT AND DIMENSIONS OF OVERHEAD ELECTRIC LINES
ESTABLISHED BY TRIANGULATION METHODS USING
ELECTRONIC SURVEYING EQUIPMENT. ALL HEIGHTS AND
DIMENSIONS SHOULD BE VERIFIED BY CONTRACTOR OR
LOCAL ELECTRIC COMPANY BEFORE CONSTRUCTION BEGINS.
4.)THE WORDS "CERTIFY", "CERTIFIES" OR-CERTIFiCATION-
AS USED HEREIN ARE UNDERSTOOD TO BE AN
EXPRESSION OF PROFESSIONAL OPINION BY THE
SURVEYOR, BASED UPON HIS BEST KNOWLEDGE,
INFORMATION AND BELIEF, AS SUCH, DO NOT CONSTITUTE
A GUARANTEE NOR A WARRANTY, EXPRESSED OR IMPLIED.
5.) THE UNDERGROUND UTILITIES SHOWN HEREON WERE
TAKEN FROM PLANS PROVIDED BY THE UTILITY COMPANIES
AND HAVE NOT BEEN FIELD MARKED BY LOCATOR
SERVICES NOR FIELD VERIFIED BY THE SURVEYOR OTHER
THAN VISUAL APPARATUS SUCH AS VALVES AND METERS.
CONTRACTOR SHALL CALL LOCATOR SERVICE FOR
VERIFICATION PRIOR TO ANY CONSTRUCTION OR
EXCAVATION,
6.) REFERENCE PLATS ENTITLED "SURVEYED AND MAPPED
FOR: FRANCIS W. MEEKINS" BY HARRY M. WILLIAMS. III,
DRAWING NO. 03389-A; "SURVEYED AND MAPPED FOR:
FRANCIS W. MEEKINS- BY HARRY M. IILLIAMS, 111. DATED
10-27-84, DRAWING #16484-A; "SURVEYED AND MAPPED
FOR: FRANCIS W. MEEKINS AND WIFE VIRGINIA H.
MEEKINS" BY HARRY M. WILLIAMS, Ill, DATED 7-30-96,
DRAWING #14396-A; "SURVEYED AND MAPPED FOR:
FRANCIS W. MEEKINS AND WIFE VIRGINIA H. MEEKINS" BY
HARRY M. WILLIAMS, III, DATED 6-29-96. DRAWING
#12996-A.
7.) NO GAS LINES IN IMMEDIATE AREA PER PIEDMONT
NATURAL GAS CONTACT, JIM SHARPKNACK.
8.) NO TAKE-OFF/LANDING ZONE AIRSPACE EASEMENT
PER AIRPORT LAW ENFORCEMENT OFFICER MICHAEL
TRAViNO. PHONE [phone])
POSSIBLE ENCROACHMENTS -
FENCE ENCROACHMENTS ON
WESTERN PROPERTY LINE
TOTAL LAND AREAS
5579815 SQ. FT.
12.804 ACRES
BASIS OF BEARINGS
AND BENCHMARK -
BASIS OF BEARINGS AND ELEVATIONS
BASED ON GPS "RTK" OBSERVATION OF
USGS MONUMENTS "WILBUR" AND "VELEE"
NAD 83 - NAVD 88
FREELAND & ASSOCIATES, INC.
323 WEST STONE AVE.
GREENVILLE S.G. 29609
TEL. [phone] FAX: [phone]
EMAIL: info0freeland-associates.com
DRAWN: JMP PARTY CHIEF: Lp CHECKED: JCC
REF. PLAT BOOK: SEE NOTE #6
REF. DEED BOOK: SEE INDIVIDUAL PARCELS
TAX MAP SEE INDIVIDUAL PARCELS
DATE OF SURVEY: 4-23-10
DATE DRAWN: 4-30-10
DRAWING NO: 62586
DATE OF LAST REVISION: 6•-•14-10 ADD TiTLE
0' 50, 100' 150'
SCALE: 1" = 50'
I�Arr1
E �-
PLS: JAMES R. FREELAND F
NO: L283fi '1rf11rllllilk
cncln. nnr_r_-7nr_
STATE OF NORTH CAROLINA
DARE COUNTY
TOWN OF KILL DEVIL HILLS
ATLANTIC TOWNSHIP
ALTA/ACSM LAND TITLE
AND TOPOGRAPHIC
SURVEY FOR
LOWE'S HOME CENTERS, INC.
.' ' a T_ ..... --_� i•-rr fii !j, rr-•--r-.I-` r� T 71 I:,r` x';T rTB' 1 ik�; .�.�•1rs\
r .+ 1 -: , S. ' •r ' r, !• i 7' 7f .S i r .•5 r r li , , i ! t'� 'i r I 4<�� !,I
I r,
, - l i i . t e. ,.Mrs . �_- r � .. .., [ .. 1- �t - I . ,. i,• .�.. .. � i i.

•
CC
PARCEL# 002743000 / sop, / / / \ � � PARCEL #002756001
OUTER BA B SI7BAPTIS MISSION / / Q�+ G. / ��\\ A N/F
GEC DRIVEWAY SHOWN IS REQUESTED >\'• \ \ W PLAT ENTERPRISES, LL
PLAT B, ENTERPRISES,
392
FOR APPROVAL BY THE BOARD ���" V D PARCEL Psi
/ OF COMMISIONERS AS ALLOWED \\ \
/
BY THE ORDINANCE
SG�I G`'�\i / I Q NOTE SEE OFF SITE ROAD
PLANS FOR RIGHT-OF-WAY \
IMPROVEMENTS
Lei / NOTE: ALL PARKING SPACES
/ / /' I I ARE 10' WIDE IN ACCORDANCE 00 J \ \ PARCEL #002756002
WITH TOWN OF KILL DEVIL ti< REP
�YSL/4" � OHN J. WILLIAMS
39
/ I PARCEL# 002747000 HILLS STANDARDS /\ PLAT B, SLIDE 392
N/F 00 M / ..: D.B. 14
BILLY G. ROUGH TON j / I I D.B. 1452/221 / ` P \ \ PARCELRCEL C
� / 3 i
T���/
REVISIONS
PRE-210 SET POST BID SET
ISSUE DATE � ISSUE DATE
DATE I I DESCRIPTION
S�
,LNO
vG� 2� G� •� � 2 y
S3 2
2 SITE c�
0
5 Ny P 00 R
KETCH LN 12 • •
FIRST FLIGHT E�� PLO \��'�\\I�C'AI•Rvi.Ji
AIRPORT
NOTE CONTRACTOR IS o GO 5, /
REQUIRED TO SUBMIT FORM 556 �`� 17 ENLARGED CUSTOMEP2 LOADING CANOPY
7460-2 TO FAA WITHIN 5 �� F 7 r \ 9Ayy �' SCALE 1:20
DAYS AFTER THE BUILDING N ' /°°°a I 4
CONSTRUCTION REACHES ITS I 6 ° / y v5 \ E
GREATEST HEIGHT P PARCEL #0026946000
\ T MCDONALD—STRICKLAND PARTNERSHIP
PLAT A, SLIDE 310
y� P ICJ/' k O TYP. \� ? +gyp �iS � D B. 1646/124
�� 50 R7W S �/G 5 \ 16 \0O p y O. \ \ DELRAY BEACH REsueDlvlsloN
op G 5 / vE ti r TYP. �. ��\ LL \
\ 50' R/w VgypA� S u"°p� <� T P. 18 \0G OtJ
\� \ �J/ It C O O\� LOADING SPACES: 7 SPACES ARE
NO PARKING FIRE LANE", �� /' r •(`\OZ E O�\ y SHOWN AND PLAN REQUESTS
2' HIGH LETTERS ® 150' �. ��i' S 1 17 �' V,l APPROVAL OF SPACES SHOWN BY THE
V O.C. W/ TRAFFIC YELLOW \ A SYSL/4" 5 V '/ BOARD OF COMMISSIONERS IN
\ PAINT. / ' ~ �J� (rG \ Qp sGNP" O�\ ACCORDANCE WITH THE ORDINANCE.
lo�/ a s\ �5 Q� �G (IA \\ �� �oP CRIMEVATCP
y �< 4r V0 17 ,, �Q�� \� �� ��� SITE DATA a
F R I, f V �iA SIGN sIGN� �1
ACREAGE I
Y (�
\ U 'r TYP. p�G� \��72 LOWES TRACT '-12.712
� `. \ T P 18 �\ ® \ �O \ \ \ \ PARCEL# o26eaa000 R/W DEDICATION *-0.092
H �� CAMELLIA DR \ RALPH DONAL
C D MYERS TOTAL +12.804
6 V < A PLAT
0P TYP. D B376/283 MAIN BUILDING
HED I .\ 0000 �O<, 17 \\ Z� DELRAY BEACH REsueDlwsloN
uSALES FLOOR 104,079 S.F.
HOUSE
\ Q ��.� p s low
���G ��(<G \ g OFFICE AREA 3,937 S.F,
4'0Z� cb 3 Qt lIB \ \ // RECEIVING/STORAGE 9,177 S.F.
G O \ / UTILITY ROOMS 1,378 S.F.
/=-.RCEL#1 003296000 \\ ti< \ �� O Z� �OOZ g.,. \O 7 J' \\ \ / / / VESTIBULES:
�' / MAIN ENTRANCE 1,132 S.F.
IiNETH L. TAYLOR A ti\Q ln� O /
F_Ar 7, SLIDE 10 \ v �' ' ^/�\O�/�\ p�A SYSL/4" \ L MAIN EXIT 395 S.F.
D.B. 2fiC/127 / \ Z \•\ �`m �, `� ` G� ✓ �• �0 \ \ PARCEL# 003458000 LUMBER 480 S.F.
\ ONES RL
Zr \\ ti " v, O 1� Q 5 T P 18 A \ \ BILL TURNER MAIN BUILDING TOTAL 120,587 S.F.
PLAT A, SLIDE 89
�' / A \• 1 y Z C \ D_B_ 1075/503
50 R,P" VOVERTON ESTATES GARDEN CENTER:
HOUSE
\\ ti \`::� 1�� 17 '�• SIGN \ \ \ SHADE STRUCTURES 8,422 S.F.
5
PARCEL# 003297000 \ \ v \ '_a 'r TYP. I\O ��� \\ �� �x COVERED AREA 8,644 S.F,
N/F v
\ O Q<GQNG� y OPEN AREA 21,401 S.F.
,d ARGAREr DEE CARTER / ' � � \' < O 17 \ p L y%
PLAT 7, SLIDE 10 / \ G GARDEN CENTER TOTAL
D BorJEo6/R28a / /' BUILDING Z \\ 5 V'_A\ �. C � CVO 'r TYP. \\ zL 38,467 S.F.
/ PARCEL# 003298000 \ �T A 16 \ \ DP STAGING:
/ NET � s p0 V B / SIGN OPEN AREA 11,442 S.F.
REBECCA LEWIS SAUNDERS 6 \ F o �_ �� r D V \ \ STAGING AREA TOTAL 11,442 S.F.
5
/ PLAT 7, SLIDE 10 O \< �'•\ i �� \
/ D.B 1678/11a O<(n m \• ?\ T P 18 — \eTeEET PARKING REQUIREMENTS:
/J ZONED : RL / � � O. 07s\9L� - \ U C � W � / E //, zc
AV 0p� \\ r ��ns PARKING PROVIDED:
PARCEL# 003299ooa s6 \ �O \� �.\ cm "s g \ STANDARD 392
9 m A OJ HANDICAPPED 12
JOHN P�GONTER \ 20 A'A Q��1G�<G N QI� 1'F% \ \ TOTAL PARKING PROVIDED 409
PLATO 7SLIDE, soE 10 \ ti \ C GOB I �f �.RATIO - 3.39 (SPACES / E000 SF) , DUBt 7 aaa / / �\ \• a R �Q \
ZONED RL IN ACCORDANCE WITH TOWN
: \ V- o \O Q05
\\ �O .� om� �O• 3 QQO ✓ / V AV CODE, PLAN REQUESTS
L
PARCEL# 003300000 R`o N� \ \\ \ \ APPROVAL OF PARKING SHOWN
5
N/F \\\ L F / E \ BY BOARD OF COMMISSIONERS
KATHRYN C. BEASLEY \ 5 \ VA •p \ �•'� / - g9Oo° \ V .
O PLAT 7 SLIDE 10vv v i ti A �O 5 V
9 D.B. ZONED:
FIT
\\ \ \SNP \ °° N+ \\ \\ \
zoNED: RL A 5\ \ \z\ \ �'• i L� �� y' e�E`�HIM1s ll NOTE J v mvv i L PQ Q 5l v e" CEDE,,LYPBA
\ \ \\ \\�JJ \\ .\ 15 h TYP. / /� O p�� P C� \ oP ae";3ti21 \ \ \ \ \ STATE STORMWATER
15' MAX. HEIGHT SOUND / \ \ J , 7 O �10
BARRIER SYSTEM / 12 \\ e 6 M j (p;mR 50'
Q
PARCEL# 00330'1000NF
';k ROBERT C_ AND PATRICIA HARRIS `\
< (n PLAT 7, SLIDE 10 / \ ���::iii 5 pi NP
9 D.B. 1689/245 /
ZONED: RL / A 110
R <�� K 31 `� T
co s v �<
o� 2 / 3 ♦ \ S ' S� \\ \�
EVERY DIGGING JOB REQUIRES A CALL - EVEN
SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS.
IF YOU HIT AN UNDERGROUND UTILITY LINE WHILE
DIGGING, YOU CAN HARM YOURSELF OR THOSE
ARWND YOU, DISRUPT SERVICE TO AN ENTIRE
NEIGHBORHOOD AND POTENTIALLY BE RESPONSIBLE
FOR FINES AND REPAIR COSTS.
SMART DIGGING MEANS CALLING 811 BEFORE EACH
JOB. WHETHER YOU ARE A HOMEOWNER OR A
PROFESSONAL EXCAVATOR, ONE CALL TO 611 GETS
YOUR UNDERGROUND UTILITY LINES MARKED FOR
FREE.
, %a W vvy /��PG / n
Oj c PARCE_# 003304013 \ 5� / 1. I,
N/F GuSE ly C °
ALISON B/URBANEK \ A / \,\ 600 ��
PLAT 7, SLIDE 10\�, /' `� \ N of°AS /1.
D.B. 711 /503 � < e fo �5
ZONED: RL HOUSE O \ X / \ PN EyP ��
SIGN 'NO IDLING OF TRUCKS o \ <' OY
o. DYSL/4"
PERMITTED OUTSIDE OF STORE
HOLRS' TO BE CLEARLY LEGIBLE — — \ /'
v
FROM TRUCKWELL 5 �(
S
PARCEL# 003304014 HGUSE \
\ O
N/F
KENNETH J SHEPARD
PLAT 7, SLIDE 10 PARCEL# 004042901 \
D.B. 1753/449 / x \ N/F
ZONED: RL �° UNITED STATES DEPARTMENT OF \
THE INTERIOR \
74 / / \ PLAT CABINET 6, SLIDE 28
(SEE MAP BY MOORIL AN & LITTLE, INC., \
* DATED 11A
/ FOR U.S. DEPARTMENT
O T THE
INTERIOR S \
/ NATIONAL PARK SERVICE)
EIP CONIC NOTE: AN ELEVATION CERTIFICATE (FEMA FORM 81-31
MONUMENT /
/
/
IS REQUIRED TO BE SUBMITTED TO THE TOWN OF
KILL DEVIL HILLS PRIOR TO BUILDING PERMIT
ISSUANCE, IN ADDITION, AN ELEVATION CERTIFICATE
IS REQUIRED WITHIN 21 DAYS OF ACHIEVING THE
REQUIRED SUBGRADE ELEVATION. FINALLY, AN
ELEVATION CERTIFICATE IS REQUIRED UPON
/ COMPLETION OF THE FACILITY AND PRIOR TO
/ ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
�O1�-\ 0l"
!" \
\ P�V�'PI��•Q? "NI`
w.
gP AEG"
�` lP ,'C
o \ cNe Nc
42
5N, 6y
e o0.
47
\ \ PERMIT IS REQUIRED
\ \ \ \ \ \ PRIOR TO CONSTRUCTION
ACTIVITYLJ
\ L
S REET� \
smN \
\\ EIP MAG
\ ONAIt-
SIGN \
\ \
FLOOR AREA RA-10 = 0.27 \ \ \ \
LOT COVERAGE CALCULATIONS \\ \ \ \
LOT AREA = 12.8C4 AC - R/W DEDICATION - 25% WETLAND AREA
= 12.804 AC - 0.092 AC - 0.0428 AC
= 12.669 AC (551,873 SF)
A = BUILDING S =AVED AREA (INCLUDING PERVIOUS
CONCRETE) = 397,354 SF
LOT COVERAGE = 397,354 / 551,873 = 72.0% < 75% (OK)
PERVIOUS CONCRETE AREA = 134,674 SF
B = 60% OF PER AOUS CONCRETE AREA - 0.6 X 134,674
- 80,804 SF
A - B = 397,354 - 80,804 = 316,550 SF
NET LOT COVERAGE = 316,550 / 551,873 = 57.4% < 65% (OK)
USE: RETAIL
N 'ft
NOE 5 \
a\ \
N�iG
VEIP
\
OPENTOPIN
\\
4ROE
FENCE \
2
G �
PAINT
STPIPING LEGEND
SWSL/4"
SINGLE
WHITE LINE / 4" WIDE
SYSL/4" -
SINGLE
YELLOW SOLID LINE /
4' WIDE
DYSL/4" -
DOUBLE
YELLOW SOLID LINE /
4" WIDE
SYSL/10"
SINGLE
YELLOW SOLID LINE /
10" WIDE
SWDL/4"
- SINGLE
WHITE DASHED LINE /
4" WIDE
SWSL/24"
SINGLE
WHITE SOLID LINE /
24" WIDE
SITE LEGEND
OA PROPOSED 24" CONCRETE CURB GUTTER, SEE DETAILS
O TIE TO EXISITNG PAVEMENT
O CART RETURN, FURNISHED AND INSTALLED BY LOWE'S
O 8'x2O' HANDICAPPED SPACE WITH SIGN, "VAN" INDICATES VAN
ACCESSIBLE, SEE DETAIL
EO 5' CONCRETE SIDEWALK, SEE DETAIL
OF ADA RAMP, SEE DETAIL
O 6' PEDESTRIAN CROSSWALK, SEE DETAIL
G PAINTED YELLOW TRAFFIC DIRECTIONAL ARROW (TYPICAL),
SEE DETAIL
O PIPE BOLLARD, SEE DETAIL
OJ TAPER CURB AND GUTTER AT RIGHT-OF-WAY
OK CONCRETE WHEEL STOPS, SEE DETAIL
WHITE STRIPED ISLANDS, SEE DETAIL
OM PINE WHEAT/STRAW TRAILER AREA
00 LOADING SPACE FOR USED APPLIANCES AND PALLET TRAILERS
OP PAINTED "STOP" AND 24" STOP BAR W/ SIGN, SEE DETAIL
O PAINTED BLUE CROSSWALK
O OUTDOOR SALES AND DISPLAY AREA
OS LOWE'S PROPOSED BOUNDARY (12.804 AC)
OT 4' HIGH TUBE STEEL FENCE, SEE DETAIL
OU PAINTED SOLID YELLOW LINE AT 4' O.C. AT 45°
OV PROPOSED MONUMENT SIGN LOCATION
o (2) 8' WIDE GATES, SEE DETAIL
PROPOSED RETAINING WALL "A"
YO PROPOSED 50' NCDOT DRAINAGE EASEMENT
ZO EXISTING 50' NCDOT DRAINAGE EASEMENT (TO BE ABANDONED)
AI LIFT STATION AREA, RE UTILITY
q2 CART CROSSOVER (5' WIDE) (4" SYSL ® 45°, SPACED 4' O.CJ
A3 BJILDING SETBACK
A4 PROPOSED TRAFFIC SIGNAL, WE: SIGNAL DESIGN
A5 GENERATOR PAD
A6 TRANSFORMER PAD
A7 EXISTING DRAINAGE DITCH -JURISDICTIONAL WATERS (0.171 AC) TO
BE IMPACTED
A8 15' MAXIMUM HEIGHT SOUND BARRIER SYSTEM
SITE
NOTES:
I. ALL
DIMENSIONS ARE
TO FACE
OF CURB UNLESS OTHERWISE NOTED,
2. ALL
RADII SHALL BE
3' UNLESS
OTHER'/IISE NOTED,
3. ALL
WORK SHALL BE
DONE IN
STRICT ACCORDANCE WITH DIVISION 2 OF
LOWE'S STANDARD SITE
SPECIFICATIONS.
4. SEE
EASEMENT PLAN
FOR ALL
EXISTING AND PROPOSED EASEMENTS.
5. ALL
PAVEMENT STRIPING
SHALL
BE 4" SINGLE YELLOW SOLID LINE UNLESS
OTHERWISE NOTED.
O 60 120
SCALE I• - 60'
CDA: C-1532
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LOWE'S HOME CENTERS, INC.
1605 CURTIS BRIDGE RD.
N. WILKESBORO, NC 28697
336.658.4000(V) 336.658.3257(F)
• THIS DRAWING IS THE PROPERTY OF LOWE'S •
HOME CENTERS, INC. ANY USE OR
REPRODUCTION IN WHOLE OR PART I_ I
PROHIBITED IMTHOUT THE EXPRESSED WRITTEN
GONSENEOF LOWE'S HOME CENTERS, INC.
COPYRIGHT 2007 ALL RIGHTS RESERVED
• •
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ORIGINAL
ISSUE DATE: 9/30/2010
PERMIT SET
ISSUE DATE:
CONSTRUCTION SET
ISSUE DATE:
DRAWING NUMBER
SP-2
r M1

STORM DRAIN
STRUCTURE TABLE
NO.
TYPE
RIM ELEV.
I
HEADWALL
- - -
2
SPECIAL MANHOLE
8.6
3
HEADWALL
- - -
4
HEADWALL
- - -
5
COMBINATION INLET
8.7
6
COMBINATION INLET
8.0
6A
GRATE INLET
8.35
7
COMBINATION INLET
8.25
8
HEADWALL
- - -
9
MANHOLE
9.52
10
GRATE INLET
9.9
II
GRATE INLET
9.9
12
GRATE INLET
9.9
13
GRATE INLET
9.9
14
GRATE INLET
9.0
15
GRATE INLET
9.27
16
GRATE INLET
9.78
17
GRATE INLET
9.78
18
SPECIAL MANHOLE
9.9
19
MANHOLE
10.5
20
MANHOLE
9.2
21
HEADWALL
- - -
22
OVERFLOW STRUCTURE
7.40
23
HEADWALL
- - -
23A
MANHOLE
8.5
23BI
HEADWALL
AINING \_AaL B,
IIGN Bl( OTHERS
STORM DRAIN PIPE TABLE
PIPE
PIPE
INVERT ELEV.
SIZE
TYPE
LENGTH
SLOPE
DOWN
UP
I TO 2
4'HXI2'W
BOX CULVERT
56'
0.07%
0.50
0.54
2 TO 18
4'HXI2'W
BOX CULVERT
243'
0.09%
0.54
0.76
18 TO 19
66"
RCP
240'
0.09%
0.76
0.98
19 TO 20
b6"
RCP
218'
0.09%
0.98
1.18
20 TO 21
66"
RCP
197'
0.09%
1.18
1.36
18 TO 3
66"
RCP CLASS V
C)
4.93%
0.76
1.50
4 TO 5
18"
RCP/HDPE
23'
0.87%
4.0
4.2
5 1'0 6
15"
RCP CLASS IV
94'
0.85%
4.2
5.0
6 TO 6A
15"
RCP CLASS IV
98'
1 0.85%
5.0
5.83
5 TO 7
15"
RCP/HDPE
109'
1 0.96%
4.2
5.25
8 TO 9
36"
RCP CLASS IV
37'
0.19%
4.0
4.07
9 TO 10
36"
RCP CLASS IV
324'
0.18%
4.07
4.65
10 TO 11
36"
RCP CLASS IV
80'
0.17%
4.65
4.79
II TO 12
36"
RCP CLASS IV
80'
0,15%
4.79
4.91
12 TO 13
36"
RCP CLASS IV
70'
0.13%
4.91
5.0
13 TO 14
30"
RCP CLASS IV
67'
0.23%
5.0
5.2
14 TO 15
30"
RCP CLASS IV
113
0.22%
5.2
5.45
15 TO 16
30"
RCP CLASS IV
153'
0.27%
5.45
5.86
16 TO 17
24"
RCP CLASS IV
90'
0.27%
5.86
6.1
23 TO 23A
30"
RCP CLASS IV
312'
0.00%
4.0
4.0
23A TO 238
30"
RCP/HDPE
60'
0.00%
4.0
4.0
2 TO 22
36"
RCP/HDPE
31'
1.61%
3.5
4.0
NOTE: ALL STORM DRAIN PIPES TO HAVE WATERTIGHT
JOINTS IN ACCORDANCE WITH THE SPECIFICATIONS.
RIP -RAP AREA
S N
\ D 14"
Tr NESS 21"
C)
z O\ >
Q O c:
W W
a
LOWE'S HOME CENTERS, INC.
1605 CURTIS BRIDGE RD.
N. WILKESBORO, INC 28697
336.658.4000(V) 336.658.3257(F)
• THS DRAWING IS THE PROPERTY OF LOMS •
PCME CENTERS, INC. ANY USE OR
REPRODUCTION IN WHOLE OR PART IS I
PROMI6ITED WITHOUT THE EXPRESSED WRITTEN
CONSENT OF Wl HOME CENTERS, INC.
COPVRIGVff 2lU] ALL RIGHTS RESERVED
I � I
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ORIGINAL
TOP: 5.36
/ <AAVAAAV A �A A AREA OF DETAIL ' A / ISSUE DATE: 9/30/2010
�- IE IN: 2.16 AAVA\V A
PERMIT SET
NTS
/ IF OUT: 2.16 \ \\\\\ \ \
� / \ NOTES \
STATE STORMWATER \
NO CONSTRUCTION STAGING OR ALL STORM DRAINAGE SHALL PERMIT IS REQUIRED \
\ PARKING IS PERMITTED WITHIN BE FLUSHED / CLEANED PRIOR PRIOR TO CONSTRUCTION \
\ / / PUBLIC RIGHTS -OF -WAY TO FINAL C.O. ISSUANCE ACTIVITY. \
IIII%�e� / /-�'� V v vvv SLOP1% MIN
E TO DRAIN
III II IGI I / / / /� ° v SLOPE TO DRAIN
1 I II III IE z� / // \ 111 I d \ \ \\�.� \ � \ \\ (TYP.) (TYP.)
1 hII � • v�v� � v v v v 0.5% MIN 0.5% MIN
I IIu Ili / / 1% MIN
O \ HP HP
/
QPRGf-
10; IE: 1.55 L
s �i \ pN /
/ �Sv Rl�oVoOV,\RED
/ F\ l0 SQE cot.
qp /
or:, GID\J-C , s / I III U\J
llli I qlit
t
/ / / / 1 IIIIII IIII I
-7. as
•fi.43 "6.59 A \VAA V A V AVA A
ISLAND SLOPING (PERVIOUS)
v I O vTED ISLAND SLOPING (CONCRETE)
v� WHERE NOT OTHERWISE N
-6.28 -6 13 . \ \ '\ \ �, `\ WHtkt NU I U I HtkWISt NU I I
_ \ \ _ a _-- 06. \ �\ �\ \ \ \ � / N.T.S.
N.T.S.
�v v vv v v v
=6.37 \ 10, \ \ \
\\
3;1 SLOPE WITH ` \\� TC ELEV.-2"
\
„s.ae 5' SHOULDER \ \,e \\ \ '' \`'� %� TIC ELEV.
6.00 _
43 9 7 vv vv
9
/ \ m
GRADE DIVERSION A 9\ wN - CURB E
/ utl i i DITCH TO HEADWALL
/ / / / II IIIIldhI 1 li4i 1 I i as / 19.15
8.9.59
® 0.47% / 94`J a o GUTTER
(TYP)
09�
.0 ISLAND SLOPING (PERVIOUS)5.66 .6 1
\7,33„
\\ WHERE NOT OTHERWISE NOTED
vv 9 �O� �v A `9 N.T.S.
8.8 � V � \ V vVA
IIIIII -5 .71 5 59 BMP EASEMENT
RETAINING WALL DESIGN TO BE s,o9�<
I III I I I I 5.33 / 2 I v .15
PROVIDED TO TOWN OF KILL o ;;qI d �,
DEVIL HILLS FOR REVIEW AND IV i III vv-�___e� v 81 05%
APPROVAL PRIOR TO BUILDING 1 ITRANIT,I1 I0.20 9.6 .45
PERMIT ISSUANCE Id III FROM 10' T H•P
� •5s7 IG,• SHOUL•DE \ �l" 92 / .92. \
I I \ N' / I /
SEE AREA CF ♦ 51
I yp \4 5.00 ESp e's 15
"5.82 DETAIL 'A' y I Im I�in --\
RETAININ �\ v \ 1\ i 9.90 0 27 .60 5.67 5.a, 8.85� =6.fia 9.2bvvv vv m-1w ­Tj v \ \
\ - 5.06 .5.7VVALL B, \\ \\\ 2 0.40 \ \ % .5 / 1 9.15 I \ \\ .1 \ �J
\ DESIGN BY II ) 1� 0.5 5' WI 6.a6 a vv
a6 OTHERS\ ! II 0.2
9.9 3 10.5 CONO ETE
-sv � 0'S FLUM(TYP)
25 .
� A .sofi 553. 10"IE:7
� IQ.S
\ 2:1 SLOPE�VWIJP // 565 10.3� j 9.591
\ + \ 10' SHOULI / \\ 10.2-1 .5
\ \ 10.0 \ y\ \ Vv
S�
�p F ENO P
�9 0 <"
An Z0
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KETCH LN 12 •
P�F
FIRST FLIGHT
AIRPORT VOA
•
REVISIONS
OPRE -BID SET POST BID SET
ISSUE DATE ISSUE DATE
DATE
DESCRIPTION
10.8.10
,
O
ADDED BMP EASEMENT
AROUND INFILTRATION SAS.
10.26.10
O
RAISED INFILTRATION BASIN
SO PIPING 0.5'
■
��`pQ'�•FESSIQ
�2 e�O2�
T
4 r
0333 -_
_
�'y •yGINE��`?�'�
EXISTING PROPOSED DESCRIPTION
20 20 CONTOUR
(b
LINE
21.50 • SPOT ELEVATION
• COA: C-1532
•
❑ �O STORM DRAIN INLET
z
STORM DRAIN PIPE
BLANKET DRAIN
U 0
NOTE: ALL PROPOSED DRAINAGE STRUCTURES ARE
2
SHOWN FOR REFERENCE PURPOSES ONLY.
<
U N
CONTRACTOR IS RESPONSIBLE FOR ACCURATE
LOCATION OF THE STRUCTURE SUCH THAT THE
U-
Q Q
APPLICABLE CASTING IS CORRECTLY ALIGNED WITH
SURFACE FEATURES AS DESIGNED.
- Lo
a
Lo
�0U�
NOTE: ALL SLOPES 3:1 AND STEEPER ARE TO
S[
U
RECEIVE AN EROSION CONTROL BLANKET IN
a L N
ACCORDANCE WITH THE SPECIFICATIONS UPON
0 H-
\ se210.20 / E)(ISTNG�Tq+.LRISDCT0 9. 4- 6.aI J t ..
I 5j/ 1 s. \ `\ 1 \ g,. , ,o ` COMPLETION OF GRADING OF SLOPES, CONTRACTOR C 0
WATERS (O.m C) TO BE IMPACTED saa .I`� \ \�i`,
r / \ ` 5I8= o \\ O SHALL IMMEDIATELY INSTALL TOPSOIL, BLANKET, AND a , m 0
WNSPOUT SYSTEM \\ �/ 8.851, 1 I \\ `\ , (\N°' '\ i',y \ �� �� PERMANENT SEEDING CO
9.90 \ IMP 7.65 (8a10' E/bl2')sHDPE 10.2 a7 59 z, 6,a7 r s9, sa I .20 \ �\:\
0.50 \ vv ._" LEADER PIPES SLOPE 0 1.0% 6 .5 vI 69s15
\ \ \ MINIMl9M 18' HOPE �OLLECTOR •74
9.00 10.50 p� \PIPES SLOPE e�1.01 MIN .51 �m v
HOUSE "<° 4 / .87 vvA v 6 vv/ / .38 7s I � vv ..�
�\
�Q" SD i'I \ \ \ x V ��� A 8.85ti I\ 594= ' Ir� \ \,\V AV A `� \V V -
/ /2� \ \ tO�1/ 59 120
/ /.QQ ♦♦ .9z '�\ \\ 03 ��Y ''D siX\\ \ II ""` V Q.`3 I 6 ea 6/ .15 J /\. \ \ w\\�\ ��\ \\ \ / / i
8- PERFORATED S O � /
/ ♦ � (� �� v V ^ v •' v \ 5' WIDE
PVC/HDPE /'\ ♦ \ 10" SD ZQ�O OO `\ k� \\ \\\ CONCRETE 15
2 1 'SLvP \ 9.37 �', O Z> t� sp \ \\
2 \� . 6 0 fi.56
(TYP) INFIL-TAT
EXISTING TREES ♦ i 9.27 v� O �� \ U SVD 8.85� 2C( m \
TO REMAIN IN / /\\ r5 70 44 O Q y \ \ ` �m \ 59 , \ ASIN �2 \ \
THIS AREA QEi / \ q (� 7♦ ♦ O' SD O \ \ \ v Q \\ 5 5 s.9c o7 1
LANDSCAPE-f�LAM H, .\ =5. ♦ 9.117 1O \ \\W \ '�♦\ 10.5 6 I5
eJ6" `\ ♦ \ I / \ .6.a4/ ,bi -
/ \ ♦ \ 2" SD \ I \ 9 \
30 10.5 \\ \ / '\\ \ ri / II /\\ \1 �o
/ / ( \vvvv 1 i 10" HDPvE LEAGjE 59 - v y OP
PROPOSED / ♦ / \ \\ o 5.15 T
/ \\ � I\ / •6sz PIPE FR M �c
50' NCDOT/ ♦ \ _ \ \` .�\ \ SPRINKLEf' o&m
DRAINAGE/ amLmNc ♦ 0 s 9.5 0 94
♦ 5.3a SLOPE AT 0.50% IO.O 51 I
/ / ♦ Y \SD N� \\\\ b* \ 'TALL BLANKET 10.
/ A vV vv ADRAIN IN,6,EXISTING,,
/ / / ♦ a 9: SD m \li\ „ `\ 'QITCH, PEI DETAIL
/ ♦ 1 s.v` AV N A�A1•; \ XISTING I =s.n
10.35 1 b.50
\\ ♦ \ "ss \\\ \\4 `,\\ DITCH-JURISDICTI�L�L I
•+ \\\ rATERS (0.171 AC)
/ N AV ♦ V 94.1 mp \VI A V A1A TO BE IMPACTE2/
/ INFILTRATION DRAIN SD m vI \ vr v �- ,
TO BE INSTALLED 2 00 v SD z 0
FLAT, RE: SWM G�.s.oa
DETAILS SHEET �9 78
SLOPE WITH
- 10' SHOULDER
SUMP PUMP
DRAIN LINE
CONNECTION
o ELEV, 45-
- - -2" PVC /SUMP
PUMP /IDISCHARGE
LINE
TRUCKWELL DRAIN
m" `V23EA v AA �A 8.13
.2`S CBDI 2
TOP: 7.
IE IN:4
3A
IE 5.16 \\ \ 1
,
�PIPPE:706
' 0
y
VA �\ `\\ e \ \\O\\ \\
REFER TO \\
\\ v v �� vmow vvv
ROAD
\IMPROVEMENT
0 6 PLANS FOR
4 TOP: e 04 O FF SITE \ V
IE IN: 4.54 w\�j \ 1 1 GRADING E
J v1E 0UT:4,3kV �1k�A4k\ O� DRAINAGE VA v v
9.15 \ 8.35 C _ceDl zx3 m
i T(21 MANHOLE WITH v • IX 88 6 ,^ roP 6 47 A� R - v vv yv 1 v
?1 \3 \\ \ Vs E:4.47 1" lbw w
J� ��UMP PUMP, IE:4.50, \ 1 ' . U * ��� \ \
�12" HDPE PIPE 8.20 A 69, MAGNETIC9aP�S \
Ac) / l l
/ \ 1
10- SD \ 9a647 NAL 8.7.03. \ \ \ \\\\
/ BDI 2 41 LF OF\ TRENCH DRAIN. \ 5y 65 \ \
o y .7/ RETAINING 5 ® 6 rPH: 5.79 0. \` NEENAH R 990-CX W/ TYPE Q
F WALL A \ IN:3.99 I
\ IN 3 99 OPENINGS OR APPROVED EQUAL \ 7 \ \
-IQ" SDI /
\i 0.17� u
9.61
8\ I
\, 9.615,84
\
�O
\
DOWNSPOUT SYSTE
IE UPS 6.75 fi08
12" HDPE PIPE
1)
SLOPE 0.5016,61
\
6.29
-6.90
\ NX.fi< N.
D\ -7.29
C DESIGN BY HOUSE 664 \ \ p0a\\ /' �- 4€_ QUT 3 a4
OTHERS T :9 5 /� {, :� -- ' INFILTRATION'
8 J \ 5 72
B 0y ---[gyp. 4 \ 1\ \ s / \.BASIN AI / \\ \
-2 BMP EASEMENT \� `
W 16.0 IE12 10' So * \ , CBDI zx3
EXISTING 48" PIPE\ / TOP:
\\ 0 -- i" TO BE REPLACED, \ IE IN.4.15
HOUSE s � RIPPAP SEE OFF -SITE \ E our:4.1s
GRADING PLAN NOTE WING -WALL TO HAVE SLEEVE
V A A
\
\ I
1
PROVIDED TO RECEIVE EXISTING 15' CPP \ v V �vvvvvv pvvv /\s CPP B\\ASED UPON FIELD CONDITIONS \
/ I / ✓� CBDI 2X3 AVA
TOP. 6,87 \ \\�\\30 LF OF TRENCH DID -.IN.
IN
oOT:,,2 \\\\ \\\\\\ NEENAH 124990-CX W/ TYPE Q
OPENINGS OR APPROVED\ EQUAL
\
qe�----'�)
CBDI 2X3 \\\pAA \VAA A
ISSUE DATE:
NOTE: AN ELEVATION CERTIFICATE (FEMA FORM 81-31) IS REQUIRED TO BE SUBMITTED TO THE CONSTRUCTION SET
TOWN OF KILL DEVIL HILLS PRIOR TO BUILDING PERMIT ISSUANCE. IN ADDITION, AN ELEVATION ISSUE DATE:
CERTIFICATE IS REQUIRED WITHIN 21 DAYS OF ACHIEVING THE REQUIRED SUBGRADE ELEVATION. 0 60 n0 DRAWING NUMBER:
FINALLY, AN ELEVATION CERTIFICATE IS REQUIRED UPON COMPLETION OF THE FACILITY ANDmommmmi
PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. SCALE I" - 60' S P - 4
•
• •
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0 • •
1 REVISIONS
24"
24"
OVERLAP '
GEOTEXTILE (12" MIN.)
STONE (SZEv N0. v 57)
INFILTATION DQAIN
(NTS)
18" SD
SECTION
DZ NON -WOVEN
5DLE PUNCHED
DTEXTILE ALONG
TTOM, SIDES AND
DIA. GEOTEXTILE
?APPED
I2FORATED PVC
HDPE PIPE
0
INFILTRATION BASINUI
TOTAL STORAGE PROVIDED = 19,718 CUFT
IE=4.0 BASIN BOTTOM ELEV. 4.0
aR (GALV. UIe A5*'HAL I
WELD AT 12" O.C. EACH
FOP OF BASIN
ELEV, 7.4
6'X6' PRECAST
CONC. BASN
ELEV. 4.0
e
cv
C�l
4" MIN, CLEAN SAND
EXISTING CANAL
+/-8' - 10' WIDE
EXISTING CANAL
NOTES
'.' DRAINAGE
AATERIAL
1) THE UPSTREAM END OF THE 6-INCH PIPES SHALL BE CAPPED AND THE DOWNSTREAM ENDS
SHALL EXTEND THROUGH THE GEOTEXTILE AND FLOW INTO THE RE-ROUTED CANAL.
2) THE GRADING CONTRACTOR SHALL BE PREPARED TO PLACE BALLAST AND/OR SURGE STONE
AS NEEDED TO SECURE THE DOWNSTREM.OUTLET AREA AND TO INSURE THAT THE GEOTEXTILE
CONFINES THE DRAINAGE MATERIAL NOT ALLOWING IT TO BE ERODED/WASHED OUT.
3) THE GEOTEXTILE SHALL COMPLETELY ENVELOP/ENCASE THE DRAINAGE MATERIAL.
4) A MINIMUM OVERLAP OF 12 INCHES IS REQUIRED AT ALL LOCATIONS WERE GEOTEXTILE
PANNELS ARE OVERLAPED TO ENCASE THE DRAINAGE MATERIALS.
BASIN TOP ELEV. 08.0
30" SD
ELEV. 2.0
ELEV_1.5 �-
SECTION (NTS)
INFILT2ATION BASIN al E 2
COATED) TACKWELD AT 12" O.C. EACH
WAY LAID IN TOP OF BASIN
OVEQFLOW STRUCTUPE #22
0
BLANKET DQAIN DETAIL
INFILTQATION BASINn2
TOTAL STORAGE PROVIDED = 74,009 CUFT
BASIN BOTTOM ELEV. 4.0 IE = 4.0-
SEASONAL HIGH WATER TABLE
DETERMINED BY EAS PROFESSIONALS
THROUGH INVESTIGATION PERFORMED
IN MAY 2010 E SEPTEMBER 2010
GROUND WATER ELEVATION IN MAY
2010 PER GEOTECHNICAL
INVESTIGATION PERFORMED BY EAS
PROFESSIONALS.
F_I_F_V- A.0 rn n CI I n n rw
TYPICAL SECTION
36" SD
TNQU INFILTRATION BASIN:�TI
PRE -BID SET POST BID SET
ISSUE DATE ISSUE DATE
DATE DESCRIPTION
110.26.10 J U ITO BOTTOM EL 4.0 _ f
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LOWE'S HOME CENTERS INC.
1605 CURTIS
BRIDGE RD.
N. WILKESBORO, NC 28697
336.658.4000 (V) 336.658.3257 (F)
•
•
THIS DRAWING IS THE PROPERTY OF LOWE'S
HOME CENTERS, INC. ANY USE OR
REPRODLICTION IN WHOLE OR PART IS
PROHIBITED WITHOUT THE EXPRESSED WRITTEN
CONSENT OF LOWES HOME CENTERS, INC.
COPYRIGHT 2{O07 ALL RIGHTS RESERVED
•
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ORIGINAL
ISSUE DATE: 08/23/2010
PERMIT SET
ISSUE DATE:
CONSTRUCTION SET
ISSUE DATE:
DRAWING NUMBER:
INOT TO SCALE I SP-11
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PRE -BID SET A POST BID SET
ISSUE DATE ISSUE DATE
DATE I DESCRIPTION
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SELECT COMPACTED
GRADE
BL
NKET
BACK FILL
PER
I I
1
I
1 DRAIN
I
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SPECIFICAT
ONS
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36'
324 LF 36"
80
F 36'
80 LF 36"
70
LF 36'
CLASS IV
CLASS IV
CLASS
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CLASS IV
CLASS
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87 LF 3
I13 LF 3
153 LF 30
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P 0 0.19%
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P
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LOWE'S HOME CENTERS INC.
1605 CURTIS BRIDGE RD.
N. WILKESBORO, NC 28697
336.658.4000 (V) 336.658.3257 (F)
• THIS DRAWING IS THE PROPERTY OF LOWE'S •
HOME CENTERS, INC. ANY USE OR
REPRODUCTION IN WHOLE OR PART IS
PROHIBITED WTHOUT THE EXPRESSED WRITTEN
CONSENT OF LOVE'S HOME CENTERS, INC.
COPYRIGHT 2007 ALL RIGHTS RESERVED
oA
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STORM DRAIN � —i 41,
STORM DRAIN STORM DRAIN O z �_
STORM DRAIN PP�FILES FOP INLET NO. I-21 P2OFILES FOB INLET
PROFILES FOP INLET PPOF-ILES FOP ..
4-6AZ �NO.>Nn .3-18 INLET NO. 2-22 Q O
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STORM PIPE SHALL BE AS FOLLOWS UNLESS, OTHERWISE NOTED? ORIGINAL
REINFORCED CONCRETE PIPE (RCP), CLASS III PER ASTM C-76. ISSUE DATE: 08/23/2010
PERMIT SET
HIGH DENSITY POLYETHYLENE PIPE (HDPE) SMOOTH INTERIOR/ANNULAR EXTERIOR: ISSUE DATE:
4 INCH TO 10 INCH AASHTO DESIGNATION M252 TYPE S, CONSTRUCTION SET
12 INCH TO 60 INCH M294 TYPE S AND MP7-97 TYPE S. ISSUE DATE:
(ALL PIPING ON -SITE SHALL BE WATER -TIGHT. REFERENCE SPECIFICATIONS.) ° 6 12 0 60 120 DRAWING NUMBER:
6m 1
VERTICAL SCALE 1' - 6' HORIZONTAL SCALE 1' - 60' SP-13
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218 LF
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m
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SLOPE
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11
•3 -
+ '
NOTE:
DIAMETER OF MANHOLE SHALL BE
REVIEWED BY THE GENERAL
CONTRACTOR TO DETERMINE A
SAWCUTS j8
LEGEND OF STANDARD MANHOLE
DIMENSIONS WITH RESPECT TO
a
PROPOSED PIPE SIZES, NUMBER
AND GEOMETRTY. OVER SIZE
•
MANHOLES SHALL BE PROVIDED IF
MINIMUM 6" WALL DIMENSION
BETWEEN PIPES IS NOT
MANUFACTURED.
STORM/SANITARY
MANHOLEAPRON
18"APRON MIN
(TYPICAL)
MIN 6' THICK
CONCRETEAPRON
W17HSX61a(10 WWI
WASHED STONE_
ALL AROUND
I -DID. WEEPHOLE(4 RE.
PRE -CAST STRUCTURE
PER D.0,7 HEAVYDLr Y
TRAFFIC RATING
ROUND PRECAST CAN
BE SUBST7TU7ED FOR
SQUARE
4-Z4
FACE
l
PLAN
ELEVATION
BREAK OFF GROOVE
OR BELL- END
X r d xY G x
o x a
x x
x x
"
4
X X 6x
x
R
PIPE BARREL
QOUNDED ENTRANCE
DOWNSTREAM HEADWALL AS SHOWN,
PROVIDE ROUNDED ENTRANCE FOR
UPSTREAM HEADWAL�
2 =4
B
T
u4 AT 12° IM
ALL WALLS ' A x
i---- --
XIX X's X-v- 1 8„
Q x�X-1111=►Ill {
�--
b
#4 AT 12" BW
8,
SECTION
ALL SLOPES
SLOPE 1 1/2 : 1
SLOPE 2 I 1
SLOPE 3 =1
D
H
R
C
A
B
A
B
A
B
12"-24"
3' -3"
3 5/8"
2'-7-
6'-11"
3' -9"
8' -4"
5' -O"
ll' -3"
7' -6"
27"
3' -6"
4"
2' -II"
7' -9"
4' -2"
9' -3"
5'-6"
12'-6"
8' -3"
30"
3'-9"
4 1/2"
3'-3"
8'-6"
4'-6"
10'-2"
6'-0"
13'-8"
9'-O"
36"
4' -3"
5 1/2"
3' -II"
10' -1
5' -3"
12' -0"
7' -0"
16' -1"
10' -6"
42"
4'-9-
6 3/8"
4' -7"
11' -6"
6 ' -0"
13' -10"
8' U"
18' -6"
12'-0
48"
5'-3"
6 1/2"
5'-1"
12'4"
6'-9"
15'-6"
9'-0"
20'-81.
54"
5' -9"
6 3/4"
5' -8"
14' -4"
7' -6"
17' -3"
' -O"
23' -0"
15' -0"
60"
6' -3"
7"
6'-2"
15' -9"
8' -3"
18' -I I"
11' -0"
25 ' -3"
16 -6"
T= 8" FOR DOWNSTREAM HEADWALLS, T= (R+6") FOR UPSTREAM HEADWALL
•
ENEMIES
2EINFOQCED CONC2ETE HEADWALL
CAST -IN -PLACE
CONCRETE INVERT
m1W REFERENCE
SECTION 02630
OF
LOWE'S DIVISION 2
STANDARD SITE SPECIFICATIONS AND
PROJECT SPECIAL PROVISIONS
f2' THICK
WASHED STONE(TYP)
(N.T.S.)
NEENAH R-1593BOL TED
6" CONCRETEAPRON
EASTJORDAN/RONWORKS V-160I> 3B01LTED
W/6xS 10/10 WWF
U.S. FOUNDRY 117-BL BOLTED
---
- -
to
ADJUST TO GRADE WITH
BRICK, BLOCK STRETCHER
PRECAST CONCRETE
COURSE OR PRE -CAST RINGS
MANHOLE CONE
SECTION
� $TD. MH STEP
STANDARD PRECAST MANHOLE
RISERS & TRANSITION SECTIONS
' REFERENCE
PRE -CAST CATCH BASIN SECTION 02630
OF
PER D.O,T. HEAVY DUTY
TRAFFIC RATING. LORE'S DIVISIO
N
STANDARD SITE SPECIFICATIONS AND
PROJECT SPECIAL PROVISIONS
f2' THICK
STORM MANHOLE WASHED STONE (TYP)
T.W. T.W
D.D. \n ri J.x O.D. �{ \ FINAL
MIN.
N. �
FINAL
84CIORLL
PIPE
SPRING
HAUNCHING
3.67" 3.67'
BEDDING A .• A .• BEDDING
MIN. UND75TUR8ED/
MIN
RIGID PIPE
gym' J FLEXIBLE PIPE
N.T.S. OR COMPACTED N.TS.
(RCP) OR (CUP & SPIRAL RIB S 4B-0)
FILL (MOPE) OR /PVC) OR (CMP ' 48"0)
NOTEMINIMUM TRENCH WIDTH(T. W.) SHALL
BE 7HE GREA TER OF(1.25 O.D. • IP)OR(O.0 *16')
GENERAL NOTF_S
1. SED0lNG SHALL RE DUALPED CLASS/A WORKED BY
3IN177AL 94CKFYII SHALL RECTASSI-A WORKED BY
7 ALL M TERL44SSHCL BEINSTALLED INMAXINUUB'
11. REPLACE WET OR UNSUITABLE SOIL AS NECESSARY TO
HAND, OR CLASS I-B COMPACTED TO85%STANOARD
tWQ OR CLASS F8 OR CL4SS11 COMPACTED 709096
LOOSE LIFTS AVACCOROANCE WITHASTMD 6W CLASS
PROVIDE A SUITABLE BASE, AS DIRECTED BY
PROCTOR.LOCAL CODEPERANTANGMWGEOTECHN(CAL
SrAMEAROPROCTOR.ORCLASSAICOMPACTEp95%
AIANDIV-AUATERIALSSHALL BECOMPAC7EDNEAR
GEOTECHNICAL ENGINEER OR OWNER.
ENGIIIEERAND OWN£RAPPRO✓AL, ANTIVE SOIL AMYBE
STANDARD PROCTOR. CYASSf & II MATERAAL SlWL 8E
OPTIMUMUOISTURECONTENT.
USED FOR BEDDING PROVLDED IrMEETS ME E44SEDUENT
USED FORFLEXINEPIPF MlENFNI MEIGNTSEXCEEDB:
12. WHERE GROUND WATER IS PRESENT CLASS I -A
ANDB4CA0-7LLM47ERL4LSINTA81F1FXCLUDLNGCL4SS
B. FILL SALVAGED FROMEXC4 VA 7704fSHALL BE FREE OF
MATERIAL SHALL BE WRAPPED WITH A NON -WOVEN
IVA
4. FINAL SACKFILLSHALLBECLA-CS LAMWACED8Y
DEBRIS, ORGANIGSANDROCKSLARGERTHAN3:
GEO-TEXTILE, EXCLUDING BEDDING MATERIAL BETWEEN
MNU,, ORCLASS I-B OR CLASS # CCMFAC7E0 TO 90%
4' 6 6' THICK.
2.HALHYCHINGSIMLBEW2RI(EDARObN0 THEPPE
STANDARDPROCnW,, ORCYASSIIICOMPACTFD r095%
9.AL4 7RENCHEXC4VA TIONS SHALL BESLOPED, SHORED.
SYHANUTOELIWMATEVOIDSAND"LL BECLASS
STAAGWVPR0Cr0R
SHEETED, BRA CE-D,OROTHER&jqSESUPPOR7EDIN
13. CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT
AA, OR CIASSFB OR CLASS R COMPACTED TO
COMPLIANCE WITH OSHAREGULA 77ONSAND LOCAL
FOR SOIL TYPE AND CLASSIFICATIONS FOR THIS
95% SMAYMIRO PROCTOR. PEA GRAVEL SHALL NOTBE
5 FINAL BACKFILL NOT UNDER PAVED AREAS CAN BE
ORDAIMNCES.
PROJECT,
USEDASA HALWCHING MATERIAL. CLASS INA/ATERLAL
CLASS IV -A COMPACTED TO 95% STANDARD PROCTOR
SHALL SEALLOMED FOR RIGD PIPE COMPACTEDA 195%
fO.DES/GNENG/)VEER SHALL DESIGNATE CW Tie,P S
l4. CONTRACTOR SHALL REFER TO THE LATEST VERSION
STANDARDPROCrUR
6. ALL U4 rERMLSARE CLASSIFIED INAGCORDANCE WITH
N71EWW.4 ERr1GHTrVhV7SARE TO8E);&-OI/AWED.
OF ASTM STANDARDS PRIOR TO CONSTRUCTION.
ASTMD2321. (SEE TAStH 1)
TABLE I: CLASSESOFEMBEDMENTANDBACKFILL MATERIALS
ASTM D 2321
MATERIAL
CLASS
ASTM D 2487
USCS
SOIL GROUP
MATERIAL TYPE
Y. PASSING
ATTERBERG LIMITS
1 1/2 IN.
NO. 4
NO, 200
LL
PI
IA
HOME
fill A rACTLWED ZFEW GPAB£D AGGREGATES
100%
On
<5X
NON PLASTIC
IB
ACW
AAAtrACTLRED BEA E 6PABED AIG&WrAT£S
100X
150%
<5X
NON PLASTIC
II
Gv
CS4RSE GRAINED SOILS, CLEAN
S00%
<50X OF
COARSE
RAC
FRACTION'
(SY.
NON PLASTIC
rp
OF
'COARSE
FRACTION'
sP
III
aw
Cf14RSE-GR4AcD SOILS V/ rACS
100'/.
<50X OF
COARSE
FRACTION'
12Y. TO
3WA
<4 OR <'A' LINE
<7 OR >'A' LINE
sw
>SOX OF
'COARSE
FRACTION'
>4 OR VA' LINE
SC
>7 OR YA' LINE
Iva
x
FIME-MAIALED SOILS
100Y.
100Y.
>507
<50
<4 OR <'A' LINE
CC
)7 OR >'A' LINE
TRENCH AND BEDDING DETAIL S LESS THAN 14' DEEP
IM
mu
N. I. S. OR COMPA-) ED N. T.S.
{RCP) OR (CAfP& SPIRAL RIB S 4873)
FILL (HDPE) OR (PVC) OR (CMP , 48 0)
NOTE.' MINAf U! TRENCH WID7H(T. W.) SHALL
BE 7HE aWATER OF(1,25 O D. r 12-) OR (CID. + 16")
GENERAL NOTES
I BFDDINGSAWI BEDUAPEOCLASSFA WOW(E)BY
I BVIA14L SACKRU SHALL BECL4SS AA WORKED BY
7. ALL NA 7ERLALS SHALL BE INSTALLED IN46WUUM8-
HAND.ORCLASS I,BCOMPACTED TO95%STANDARD
BAND, OR CLASS FBORCLASS 11COMPACTEDTOA3%
LOOSEL/FTSLNACCORBANCEWITHASTNDM8.. CLASS
PROCTOR LOCAL CODEPERA4ITDIVG WITH GEOTECHMACAL
SMAntROPROCTOR, OR CLASS XCOMPACTED95%
VIAND IV -A MA TERIALS SHALL BE COMPACTED NEAR
ENGINEERANDOWNERA.'Y4 ✓AL,N477VESOIIM4YBE
STMff24RDPROCT0R 0LASSIJlIM4TERAILSfwL BE
OPTIMUUMOISTURECONTENT
USEDFORBEDoiNGPRowDEDITMEETSTH,-EMBEDMENT
USED FOR FL.EXIBLEPIPE WHENFILL HEIGHTS EXCEED B:
AND BACKFILL MATERLALS IN TABLE 1 EXCLUDING CLASS
8. FILL SALVAGED FROMEXCAVAMW SHALL SEFREE OF
IVA
4FINAL LACAFILL SHALL BE CLASS FA WORKED BY
DEBRIS, ORSWICS AND ROCKS LARGER THAN3:
HAND. OR CLASS I-B OR GLASS 11 COWgCTED To 95%
2. H4UNCH/NG SHALL BE WORKED AROUND THEPIPF
STA CARD PROCTOR OR CLAS$ III COMPACTED TD 95%
9 ALL TRENCHEXCA VA 77ONS SHALL BE SLOPED, SHORED,
8YHAND TO EtIMINA IF VOIDS AND StMLL BE CLASS
STANDARDPROCTOR.
SHEETED, BRACED, OR OTHERWISE SUPPORTED NV
h4, OR C, LASSFB COMPACTED TO 95% STANDARD
COMPLIANCE WITH OSHA REGULATIOVSAND LOCAL
PROCTOR. PE4GRAVELSM44LNOTBE USEDASA
&F!A&4,L 64Cfff7LL NOT UNDER PAVI-DAREASCANBE
ORDINAA'CES
HAUNCHfNG AG47ERLA1.
CLASS IV -A COMPACTED TO 95%%% STANLIARD PROCTOR.
fO DES/GNENGAVEER SHATI L E&VN47FCW t L-PLANS
8 ALL MA7ERMLSARECLA.SSIFLEDINACCCROANCE
AL-WA7FR7TGIYT✓LNNTSALL-TDBFREOU/qED
WM A5724D2321. (SAETABLEf)
TABLE f: CLASSES OFEMBEAMENTANDBACKFILLMATERIALS
11. REPLACE WET OR UNSUITABLE SOIL AS NECESSARY TO
PROVIDE A SUITABLE BASE, AS DIRECTED BY
GEOTECHNICAL ENGINEER OR OWNER,
12. WHERE GROUND WATER IS PRESENT CLASS I -A
MATERIAL SHALL BE WRAPPED WITH A NON -WOVEN
GEO-TEXTILE, EXCLUDING BEDDING MATERIAL BETWEEN
4' 11 6' THICK.
13. CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT
F13R SOIL TYPE AND CLASSIFICATIONS FOR THIS
PROJECT.
14. CONTRACTOR SHALL REFER TO THE LATEST VERSION
OF ASTM STANDARDS PRIOR TO CONSTRUCTION.
ASTM D 2321
ASTM D 2487
Y. PASSING
ATTERBERG LIMITS
MATERIAL
USCS
MATERIAL TYPE
1 1/2 IN.
NO, 4
NO. 200
LL
PI
CLASS
SOIL GROUP
L4
ACW
AINA-ACANW.D O°EN GRADED AGGQ£LiATLS'
100X
S10%
<5X
NOW PLASTIC
IR
ACW
AIMAOWACALRED BERME GRADED AC FEriA7U
100%
150%
<5Y"
NON PLASTIC
GY
(50Y. OF
'COARSE
rd'
FRACTION'
II
COAQ,SE-CRAIAED SOILS, CLEAN
100%
<5%
NON PLASTIC
Sv
)SOX OF
'COARSE
Sp
FRACTION'
SN
(507. OF
,COARSE
(I OR <'A' LINE
<7 OR >-A' LINE
III
CL�9RS£-C.BaInL�D SQICS Y/ FIIcS
IOOY.
FRACTION'
127 TO
50Y.
SM
)SOY. OF
'COARSE
>4 OR <'A' LINE
SC
>7 OR YA- LINE
FRACTION'
IV -A
FIAE-&RAIDED SOILS
C00%
100%
>50Y.
<30 1
<4 OR <'A' LINE
CC
)7 OR >-A- LINE
TRENCH AND BEDDING DETAIL S 14 `DEEP & GREA TER
NEENAH R-3246 TYPE C GRA TE
EAST JORDAN 7030442 GRATE, TI BACK
:•C•:•:•:•C•W
•.• EQUAL
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PIPE�r
STONE
jil REFERENCE
ON 02630
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LOWE'S DIVISION2
Lj /PLACE ,
-.
RiAFFIC RA TING 12, Typ.
WASHED STONE (TYP)
COMBINA TION INLET
REVISIONS
OPRE -BID SET 0 POST BID SET
ISSUE DATE ISSUE DATE
DATE DESCRIPTION
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LOWE'S HOME CENTERS, INC.
1605 CURTIS BRIDGE RD.
N. WILKESBORO, NC 28697
336,658.4000 (V) 336.658.3257 (F)
THIS DRAWING IS THE PROPERTY OF LOWE'S
HOME CENTERS, INC. ANY USE OR
REPRODUCTION IN WHOLE OR PART IS
PROHIBITED WITHOUT THE EXPRESSED WRITTEN
CONSENT OF LOWE'S HOME CENTERS, INC.
COPYRIGHT 2007 ALL RIGHTS RESERVED
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ORIGINAL
ISSUE DATE: 08123/2010
PERMIT SET
ISSUE DATE:
CONSTRUCTION SET
ISSUE DATE:
DRAWING NUMBER:
NOT TO SCALE SP-141
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