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PROJEC r. A33502.00 - OLEXA VENTURES, LLC THE PRESERVE SUBDIVISION - PAMLICO CQ., NC IECT MANAGEMENT MORRISVILLE, NORTH CA OL11 )LINA 27560 FEBRUARY 1 2007 ~
REVISIONS
TEL: [phone] FAX: [phone] No. No. DATE DESCRIPTION J
z 1 03-26-2007 PER L. BD. COMMENTS ° Z 07-25-2007 PER LAND QUALITY COMMENTS ~
S
N O
M
Q

~ / COPYRIGHT 0 2007
/ ~ ` \
LINE DATA TABLE NOTES,
SITE _ i-- ~ / LINE No. DIRECTION DISTANCE
~G ~ ~ 1 r 1 N86'OS'40"W 32.77 TOTAL 2 N73'41'19"W 107.61 qu. B 3 N44'58'49"W 70.95 K 4 N57'23'25"W 136.89 g 5 N80'25'05"W 135.00 Vi 6 N87'58'25"W 120.40 TOTAL AREA OF TRACT: 15.976 AC. (695,919 SF)
A NT R q ~~y~ ~
/ i J ~ ALL BOUNDARY SURVEY INFORMATION PROVIDED BY: KENDALL E. GASKINS, PLS
~~i~ ~ ~ ~ ~ c ~ ~ ~ ~ R~ 8162 MAIN STREET
J ~ P-K NAIL AT IN7ERSECI'ION VANCEBORO, NC 28586
1 \ MURRAY~LANE. OAD AND M 7 S73'07'50"W 39.68 DATE 8 N45'23'36"~ 40.89 OWNER 9 N77'09'35"E 31.79 M 10 N43' 13'25"E 6.97 Q 11 N35'01'46"E 43.06 W 12 N07' 13'22"W 12.38 4 13 N30' 17'23"W 28.46 4 14 N83'22'27"E 32.68 DATE OF SURVEY: AUGUST 10, 2004
i i OWNER;
i--~~ ~ i MICHAEL J. OLEXA
~ ~ G 2925 SUMMER HILL ROAD WEST FRIENDSHIP, MD 21794
~ ~ ~ , ~ 1 410--489-0667 BUSINESS
/ / ~ ~ / 4 15 N75'35'14"E 22.63 PROPE 18 N69'22'30"E 32.90 G 17 N24'27'59'hN 15.97 S 18 N17'28'13"E 23.64 D 19 N11'09'45"E 27.94 410-489-0668 FAX [phone] CELL
A.p? , , ~ ~ ~
EIP / / \ J ~t~ PROPERTY DESCRIPTION:
f GANS 16.10 ACRES SURVEY AND DIVISION OF SINCLAIR MATTHEWS LAND
S~ =5~i ~ ~ ~ MAP BOOK 7. PAGE 103 DEED BOOK 444, PAGE 798
VICINITY MAP - NQT TO SCALE ' , / ~ ~ _ _ ~ ~ - ~~~r~ /
20 N08'32'11"E 11.34 SEE S 21 N21'50'25"E 23.97 SEE SHEET C-102 FOR PROPOSED LOT LAYOUT.
22 N11'32'27"E 21.76 SEE S 23 N2T42'28"W 26.62 SEE SHEET C-103 FOR PROPOSED UTILITY LAYOUT.
~ ~ ~ 24 N68'39'18"E 19.38
~ 25 N89'20'27"E 23.92
26 S2T05'18"W 28.04 27 S18'27'48"E 12.59
, ~ ~ ~ ` c^ ,1 28 S00'07'02"E 26.75
/ ~ ~ p ~ 1~ ~ \ 29 S38' 16' 18"W 24.77
LOT9 30 S09'30'27"E 7 9.97
~ -g_ ~ UP 1~E CREEK SUBDIVISION 31 535'56'09"W 21.60
~ ~ ~ ~ ~ 32 S41' 19'31 "E 36.11 33 N66'18'44"E 29.64
\ / \ ~ ~ NSW OR FORMERLY 34 N88'56'49"E 22.51
/ ~ \ ~ \ I ~I 1~ ORIE'I~TA~BOUI.DER~ LLC 35 N63'56'26"E 19.47
9~ D.B. 421. PG. 904 TA7~ ID: K07-5-9 38 S$4'09'39"E 30.16
~ J 37 S13'49'37"E 9.60
~ ~ / \ ~ \ EiP N6`~~Z~ 21 corrrRO~ 3$ S51'27'12"W 35.19 39 S65'S7'13"W 26.66
s~N~ ~ 40 S16'45'09"W 1$.25
41 S60'06'S2"W 20.28
i ~ ~ i- - ~ 42 S23'26'03"W 34.98
~i ~ ~ ~ 43 S39'S3'30"E 22.00
~s~ _ 44 S55' 11'53"E 34.09 45 S61'03'36"E 33.58
46 N89'51'50"E 33.55
47 S84'S0'23"E 26.35
~ '~j. ~ 48 S31'20'49"E 35.70
PROPERTY OF ~ ~ F ~ ~n~ \ 49 S58'02'45"E 32.62 50 S~2'38'S6"E 21.62
SHIRLEY LEA T~N~LE 0.6. 235, PQ. 235 ~ p ~ / ~ EIP J 51 S31'38~ 18"E 29.38
TAX ID: K07-2 D ~ ~ ~o~ 52 S58'38'59"E 43.92
53 S49'36' 13"E 22.25
s 54 S45'12'49"E 49.24
55 S76' 16'29"E 59.16 56 N81'42'36"E 29.40
s 57 N76'47'28"E 16.09
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5
26 ~ ~
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REVISIONS
N0. NO. DATE DESCRIPTION
W y~ ~ 3 1 2 LEGEND 1 03-26-2007 PER PL. BD. COMMENTS
6 2 07-25-2007 PER LAND QUALITY COMMENTS
~4 N 5 . o

. ~ : i D S ~ ~ .r. / ; . ~ W . / . • EPK EXISTING PK NAIL
' r ~ ~ N, ~ ~ ~ t; ~ , . ~ R? PROJE • EIP EXISTING IRON PIPE PROJECT MANAGER: PROJECT ENGINEER:
1 t- , ~ - ~ GSM ZLF
M. SlP • co POPR E TY OF ~ ~ rrr ~ \ • ~ ~V w ~ .A~ ~ ORI T
CONTROL ~ ~ , ~ COR ER ~ , EN A L8 i LDER LL r \ ~ ~ .904 • SIP SEf IRON PIPE DRAWN DRAWN BY: CHECKED BY:
XI D, 7 ~ 5 • NPS NO POINT SET AEB GSM
T",'/~ i , , \ ,r;, , ~ . DATE:
~ ~o~+ y y y .y ~ ~ r \ ~ 'i i ~ . ~•C/, , ; i, CA R/W RIGHT OF WAY FEBRUARY 1, 2007
y r~ ~ ~ W
\ r r ~ ~ ~ i EOP EDGE OF PAVEMENT ,''~~IIMIIR ~
/ ~ , i'/. y\ C
~ r Q MBL MINIMUM BUILDING UNE
~V V/ ~l/ ~I/ ~I/ r / ' , r r' ~ 7fj~ ~ . . . S'~?. . • EAL
. ' DUE DRAINAGE/UTILITY EASEMENT 17069
~ N . !r ~ F y ~v i / . y ~ 10
~ ~ y y ~ ~ MARSH '~9iA
y ~ W ~ ~ ~ y y y W y ~ y ~ ZONE 1 30' RIPARIAN BUFFER ZONE 2 20' RIPARIAN BUFFER macc
y y ~ y y ~ ~ y ~ ~ y ~ ~ ~ ~ '~~~+r111r1~~~~
NPS NPS L~ ~ ~ y y y ~ ~ y ~ ~ ~
.~..r'"~"_ , s E MacCONNELL
~"rr r re.' + Tw'o'] 0 ~ ~V J~ y ~ y y y y "P AEC AREA OF ENVIRONMENTAL CONCERN
\ NPSi' ~ y ~ ~ ~ ~ : Ass ocla es P. C's
T. ~..r.."w"'.r 0 ~ ~ ~ ~ \ I ~ ~ ~ ~ y ~y ~ ? ~ ~ y W 909 AVIATION PARKWAY, SUITE 1400
\ ~ ~~'C P. 0. BOX 129
-OF`~H I~IN KIN ` w MORRISVILLE, NORTH CAROLINA 27560
\ ~ TEL: [phone] FAX: [phone] U
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TYPE KEY O SEAS PROVISIONALLY SUITABLE O ' U OLEXA VENTURES LLC
O U
APPRQXi • NPs M ATE 2 NPS ~ ~
. ~ HI A 1R SHALLOW PLACED CONVENTIONAL SEPTIC SYSTEMS
P P R STRAIGHT z
SEAS PROVISIONALLY SUITABLE O SUBDIVISION
?R FILL (MOUND) SEPTIC SYSTEMS 0 oa
~~AS UNSUITABLE FOR SEPTIC SYSTEMS
' "'T T ~r 1 1 W
, \ No. 2 TOWNSHIP
s`w~~ ~ CERTIFIES THAT THIS DOPY OF THIS PLAT ACCURATELY DEPICTS THE P IDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS lwn 0-
1 ~ 1 L W
T 2MINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE
IE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION
JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT T~J EXCEED FIVE THIS PROPERTY IS LOCATED WITHIN A
5 FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 SPECIAL FLOOD HAZARD AREA (ZONE w
'S OF ENGINEERS WETLANDS DELINEATION MANUAL." e~ Q~~s~ n'1 p~Q ~IRAA ~~ecc EXISTING w P.
REGULATORY OFFICIAL 3720648800) AND 3720740800),
T TITLE EFFECTIVE JULY 2ND, 20044 CONDITIONS ~
0
DATE GRAPHIC SCALE:: 1 " = 100'
USACE ACTION ID PRO) PROJECT NUMBER DRAWING NUMBER $
0 50 100 200 300 A3
A33502.00 - OLEXA VENTURES, I,I:C -THE PRESERVE SUBDIVISION - PAMUCO CO., NC A33502to .00 C-101 °
S:\Llbrory\3006\A33502 - Olexa Ventures, LLC -Straight Ihpad 15 at\Drawlngs\A33502 -Base Finaidvrg, C-101,
8/24/2007 9:59;02 AM

COPYRIGHT 0 2007
l ~ ~ ~ ~ ~ )
LINE QATA TABLE
SITE NOTES,
/ / LINE No. DIRECTION DISTANCE 1. 1 N86'08'40"W 32.77 2. CURVE DATA TABLE 2 N73'41'~s"w ~o~.s~ .L ANGLE RADIUS TANGENT LENGTH CHORD BEARING CHORD 3 N44'58'49"W 70.95 4 N5T23'25"W 136.89 )3'57" 300.00 5$.49- 115.54 S31'38'18"E 114.82 5 P160'25'05"W 135.Op 1. TOTAL AREA OF TRACT: 15.976 AC. (695,913 SF)
~'G ~ ~ ~ ~-_I 2. ALL BOUNDARY SURVEY INFORMATION PROVIDED BY:
~ NT h+ ~ ~y~ / > ~ ~J ~ ~ - - ~d ~ CURVE No. CENTRAL ANGL / ~ ~ ~ l W / 1 22'03'57" KENDALL E. GASKINS, PLS L--3824 8162 MAIN STREET
1 VANCEBORO, NC 28586
~ ~ ~ ~ / \ \ R/ / 2 38'36'02" f6'02" 300.00 105.06 202.11 S81'58'18"E 198.31 3. i1'10" 325.00 28.01 55.89 S25'31'S4"E 55.82 6 N87'58'25"W 120.40 3. DATE OF SURVEY: AUGUST 10, 2004
P-K NlUL AT INTERSECTION 3 0951 ~l ON ~O , \ r OF STR7UGHT ROM AND
/ , ~ ~ ~ ~ MURw4Y ~wE. ~ 4 12' 12'47•• 12'47" 325.00 34.77 69.28 S36'33 53 E 69.15 ~ S73'07'50"W 39.68 8 N45'23'36"E 40.89 ~ 17'58" 325.00 19.78 39.51 S46'09'15"E 3949 g N77'09'35"E 31.79 )7'22" 325.00 60.60 119.82 S60'11'S5"E 119.14 10 N43'13'25"E 6.97 )4'58" 35.00 12.77 24.49 550'43'07"E 23.99 11 N35'01'46"E 43.06 4. PRELIMINARY LOT DESIGN PROVIDED BY: ARNOLD E. BERRIER, SR., PLS L-3310
r-~~ ~ ~ ~ ~ 5 06'57'58" ~ ~ N2~7a'S6"E 6 21'07'22" 781 WOODS CROSSROADS ROAD
BENSON, NC 27504
~ ~ / , ~ X48 Lf ~.s~ i ~ ~ ~ ~ ~ EIP aa.~a~ ~ - ~ 7 40'04'58" ~ ~ alw' -E- 1 S 63'18'03" ~-fs" ~ ~ . '8'03" 50.00 30.82 55.24 S62'19'40"E 52.47 12 N07'13'22"W 12.38 5. i$'29" 50.00 18.68 35.76 N65'32'05"E 35.00 S 5. NO PRELIMINARY LOTS HAVE BEEN PHYSICALLY
RROPOSED I ~ ~ ~ ~ 13 N30'17'23"W 28.46 0'21" 50.00 26.12 48.15 N17'27'40°E 46.31 14 N83'22'27"E 32.68 C SURVEYED AT THIS TIME. UPON PRELIMINARY
G ~ ~ ' ' 231 ~ / / \ ~s' ~ 9~ ~5~~29n ~ ~ ' - / ~ ~ / 11 72'32'33" X2'33" 5Q.00 36.69 63.31 N46'23~47"W 59.16 15 N75'35'14"E 22.63 APPROVAL, IRON PIPES WILL BE SET AT ALL LOT CORNERS.
/ f ~ J ~ ~ ~ 12 37'37'16" 17'16" 54.00 17.03 32.83 N78'31'19"W 32.24 16 N69'22'30"E 32..90 6. 14'00" 35.00 17.Q3 31.70 S85'39'41 "W 30.63 17 N24'27'59"W 15.97 B
$ , ~d T 6. NCDOT DRIVEWAY PERMIT FOR PROPOSED ROAD WILL BE REQUESTED UPON PRELIMINARY PLAT APPROVAL.
i ~ a' / / I ` 14 25'43'02" ~ ~ ~ X3'02" 275.00 62.77 123.43 N55'31'48"W 122,40 ~g N1T28'13"~ 23.64 7, 13'57" 275.00 53.62 105.91 N31'38'18"W 105.28 19 N11'09~45"~ 27.94 N
VICINITY MAP -NOT TO SCALE ~ ~ ~ ; ~ / 15 22'03'57" ~ ~ I 7. PROPOSED ROAD DESIGN WILL BE SUBMITTED TO NCDOT UPON PRELIMINARY PLAT APPROVAL.
I 20 NO$'32~11"E 11.34 8, 21 N21'50'25"E 23.97 22 N11'32'27"E 21.76 23 N27'42'28"W 26.62
1 RIW i /rM'~r f~ / ~ ~ / , `0~ 1 O~X / O' SIGHT ~ ~p ~ 9~ w~R• EIP TRIANGLE r ~ 8. SEDIMENT AND EROSION CONTROL PLAN IF REQUIRED WILL BE SUBMITTED UPON PRELIMINARY PLAT
APPROVAL.
\ ' - - ~ "~vi~ ' r »yQV'Y~ ~ NZO'JO~19~W ~ \ ~ 4e? ~ ~ I 9. APPLICATIONS FOR INDIVIDUAL SEPTIC SYSTEMS WILL
1~ , I tAT Na. 1 AREAS NOTE: 24 N68'39'18"E 19.38 9. A BE SUBMITTED TO PAMLICO COUNTY HEALTH
~ ~ ~ ; Y 1 LOT No. 1 a 31,743 SF 0.729 AC. LOT No. 1 ANO lOT No. 1A SHALL BE 25 N89'20~27"~ 23.92 D 26 S2T0518"W 28.04 9.841 SF 0.~6 p~. SOLD AS ONE {1) UNIT LOT No. 1A IS 27 518'27'48"E 12.59 10. S DEPARTMENT UPON PRELIMINARY PLAT APPROVAL.
~ ~ ~ 1 LOT No. 2 31,721 SF p,~g FOR OFFSITE SEPTIC SYSTEM AREA ONLY. 28 S00'07'02"E 26.75 62,'i 78 SF 1.427 AC. LOT No. 8 AND LOT No. 8A SHALL 8E 29 538' 16' 1 S"W 20.77 A 10. SOILS INFORMATION PROVIDED BY:
~ ~ ~r ~ ~ ~1 ~ \ LOT No. 3 GENE ASTON, LICENSED SOILS CONSULTANT ASTON SOILS WORKS
" ~ , ' \ ~ ` 'UTILITY ~ESM N ~ESMT. , ~ w LOT 9 ~ LAT No. 4 38.9A6 SF. 1,54 AC, SOLD AS ONE (1) UNR. LOT No. 8A IS 30 S09'30'27"E 19.97 P PO BOX 86
a ~ ~ ~ UP ~E CREEK SUBDIVISION (.OT No. S FOR OFFSIIE SEp1'IC SYSTEM AREA ONLY. 31 S35'56'09"W 21.60 S 67.97 SF 1.556 SIMPSON, NC 27879
WATER OAK DRIV~'~ ' ~ ~ / ~ , , , , ~ 20' A~PHAL~T a C 1~9 23 9~ ~ ~ ~ PCA 138-11 ~ 8 60282 SF 1.383 AC.. LOT No. 9 AND LOT No. 9A SHALL BE 32 S41' 19'31 "E 36.11 11. 73,290 SF 1.683 AC,. SOLD AS ONE (1) UNIT. lOT No. 9A IS 33 N66'18'44"E 29.64 p 11. OWNER:
233 ~ u'`, ~ NpW OR FORMERLY tAT No• 7 OLEXA VENTURES, LLC
~ ~ PROPERTY ~ IAT No. 8 ORIE1~TAL BDUI.DER~ LLC ~ ~ 62. 2 SF ~ ,43g ,e~, . FOR OFFSRE SEPTIC SYSTEM AREA ONLY. 34 N88'56'49"E 22.51 35 N63'56'26"E 19.47 ~ 22,172 SF 0.509 LOT No. 10 AND LOT No. 10A SW4LL BE 36 S84'09'39"E 30.16 MICHAEL J. OLEXA 2925 SUMMER HILL ROAD
D.B. 421. PG. 904 WEST FRIENDSHIP, MD 21794
~ - 2,~ E ~ ~ ~ TA7~ ID: K07-5-9 ~ 9 ~ ~ lAT No. 9a 62.582 SF 1.437 AC. gp~p qg ONE {1) UNIT. LOT No. 10A IS 37 S13'49'37"£ 9.6p 4 8,485 SF . 0.194 FOR OFFSITE SEPTIC S1fSTEM AREA ONLY. 38 S51'27'12"W 35.19 4 58,457 SF 1.342 AC. 39 S65'S7' 13"W 26.66 410-489-0667 BUSINESS 410-489-0668 FAX
~ EIP N6g2 ? ~0 \ ~ Z ~P ` , ~ LOT No. 10 443-416-4209 CELL
t~btt~~ C ~ UTIL. E~SMT. A ~ y' tea, ~ \ LOT Nc. 10a 9.130 SF 0.210 ABC.. 40 S1 B'45'Q9 "W 18.25 ~ 2• P 41 560'06'52"W 20.28 ~ 42 S23'26'03"W 34.98 S /W 44782 SF. 1.028 AC.. 43 S39'53'30"E 22.00 44 S55'11'53"E 34.09 12. PROPERTY DESCRIPTION:
~ ~ GANS - 16.10 ACRES
~ ~ 1 ~ ~ SURVEY AND DIVISION OF SINCLAIR MATTHEWSS LAND
o~ o ° ~ ~ ~ , ~ _ PROP. RoM1D Raw MAP BOOK 7, PAGE. 103 DEED BOOK 444, PAGE 798
~o , ~ ~ ~ - p~
- ~ ~ \ ~ ~ _ ~ PUBUC ACCESS 45 S61'03'36"E 33.59 13, p +S 31.995 SF 0.735 AC.. 46 N89'51'S0"E 33.55 C 47 S84'S0'23"E 26.35 0 48 S31'20'49"E 35.7p 35' 6' S' S' 49 S58'02'45"E 32.62 0 50 S72'38'56°E 21.62 13. PROPOSED WATER SHALL BE SUPPLIED BY THE COUNTY OF PAMLICO, PROPOSED FIRE HYDRANT
,e~ / \,s , I ASSEMBLY SHALL BE LOCATED A MAXIMUM DISTANCE
. / ~ 9~' ~ \ ~ o'~~. boo' ~iR~'~. I OF 500' FROM THE EXISTING WATER LINE AT STRAIGHT ROAD. SEE SHEET C-103 FOR LOCATION
PROP6R1'Y Of ~ ~ i 16 ~;~1 ESMT EWER OF PROPOSED WATER LINE AND HYDRANT.
SHIRLEY LEE TiNd.E ~ Sg°~~ D.B. 235, PG. 235 ~ ~d+ ~d' ~ ~ ~ S~ EIP 14. PROPOSED SEWER SYSTEMS SHALL BE DESIGNED
TAX ID: K07-2 ; 2 ~ ~ \ SLOP AS RE UIR~D 1" 5t s3~•3s'~s"E 2s.3s 14. P 4.1 ~J• 52 S58'38'S9"E 43.92 53 S49'36'13"E 22.25 15. 54 S45'12'49"E 49.24 C TYPICAL C U L-D E-SAC 5~ S'6•, 6'29"E ~9., 6 ~ 56 N81'42'36"E 29.40 AND APPROVED ON INDIVIDUAL LOT BASIS.
~ RO ~ ~ w 8 ~F'Q~ 'too - App ~ cr ~ 'O
~N 'a+~ 10'SEWER~^O' SM7. a~ 15. LINEAR FOOTAGE OF PROPOSED ROAD FROM CENTERLINE OF STRAIGHT ROAD TO CENTERLINE OF
CUL-DE-SAC: 784.91 LINEAR FEET.
~ ~ ~ ~\2~ 16. ALL INTERIOR LOT LINES SHALL HAVE A 10'
~ 57 N76'47'28"E 16.09 16~ D 58 N73'41'19"W 76.33 Ro ~~~r~~'~e'hu i~ DRAINAGE AND UTILITY EASEMENT, 5' EACH SIDE OF
en ~e ~ n ~rw at ~ ALL LINES.
vv ~~rv -r~ ~a ~r v~.Li 60 N5T23'25"W 30.75 17. P 61 N57'23'25"W 106.13 U 62 N60'25'05"W 3.87
o~ ~ T~ ~ 5' I~ ,m b j0 3 N~ ~ '7'~ pf • ~ EIP 17. PROPOSED ROAD SHALL HAVE A 5' DRAINAGE AND UTILITY EASEMENT ON EACH SIDE.
3s•~ . 122 1~ 3s•~ ~ Sri ~ ~ ~ 8 C <6+~ ~ v 50' R/W 63 N60'25'05"W 76.13 ~ 8• 64 N60'25'05"W 55.00 18. A 10' DRAINAGE AND UTILITY EASEMENT SHALL LIE
'N 56g.2~ / ~ ~ INSIDE OF ALL EXTERIOR BOUNDARY LINES.
~Pl•~ 65 N87'S8'25"W 55.00 19. N 66 N87'S8'25"W 65.40 6~ 20' 6' 6' 67 S31'38'05"E 70.86 19. NO KNOWN NCGS MONUMENT FOUND WITHIN 2000
w lv ~ t1`e t~` S~ FEET OF THIS PROPERTY.
w ~ / \ ~ ~~cL~ . / 5 ~ ~ ~ e~ ~ EASEMENTR HOULDE 2M SURFACE HOULDE DITCH ~ 68 S82'40~03"E 64.40 REVISIONS
\ ~ ,4 0 ~y > I , b ~ I + e'er g COURSE 69 S10'00'3?"W 258.19 N0. N0. DATE DESCRIPTION
~ °y ~j - ~ 6o N 1 OA 1 03-26--2007 PER PL. BD. COMMENTS
~ \ 1" FT. 1 4" FT. 1 4" FT. ~ 1
4 y ~ 3~~ 2 LEGEND 2 07-25--2007 PER LAND QUALITY COMMENTS
~ Iw ,;f; L~ / ~ t LCgMPACTED 8" AGGREGATE
~ ~ LOT 8 SUBGRADE~ BASE COURSE • EPK EXISTING PK NAIL
/ ) / ~ I ~l1NE ~ J n, cr, UP THE CREEK SUBDIVISION ' ~ N i 2" SURFACE COWRSE: PROJ SF 9.8A OR S9.~8 • EIP EXISTING IRON PIPE PROJECT MANAGER: PROJECT ENGINEER:
~ ~ 25.23/: '~~/,1 % ~ ~ ~ i,+ PCA 138-11 % ~ ~ l ` 1~ ~ a°' NOW OR FORMERLY 25.23/ W W \ ' I ~ ~ PROPERTY OF 1 i P GSM ZLF
~9.. YPICAL STREET CROSS-SECTION o SAP SEf IRON PIPE DRAW NTS
SIP 1' CONTROL ~ ~ ~ CORNER f _ i% ~ ' r' .v .v OD ~ v - is ~ 1 1 ~ 1, oRi~r~,~ eouu~~, u c ~ ~ ~ ~ D.B. 421, PG. 904 DRAWN BY: CHECKED BY:
E~L~VATED ~ ~ 1 ~ TAX ID: K07-$-8 T';//', .•~.v BOARD~KIVA ~C l ~ r (~7 AEB GSM
• NPS NO POINT SET DATE:
R/W RIGHT OF WAY
W FEBRUARY 1, 2007
3 ~ EOP EDGE OF PAVEMENT ~ ~ ~ 10'x70' SIGFtT MBL MINIMUM BUILDING LINE ,'~~*,~rrirrrr~i
~ ~ ? C
~ ~ \ N~ 1 ~ ~ ~ ~
TRIANGLE 00 7
b ~ DUE DRAINAGE/UTILITY EASEMENT S L r
/ ~ STOP ~ ~ 17069 •r
1~~ ``x'0.68 ~ 10+ 086~W ~185~+L6 y .v •v ~ ~ .v .v .v - ~ v. L66y 65 ~ ~ .v ~ .v ~v ~ vw .v ~v ~ EX. R . W MARSH "•~~;Q sew 'f 7 ~ V
1 70 3 ' _ _ ZONE 1 30' RIPARIAN BUFFER ~ EX. EDGE OF PAVEM~WT Mace ~
r~~ilrrlM~~~
N NPS ~-s N
- - ~1-~~_ 1000' W ~i v, .v c°c~ ZONE 2 20' RIPARIAN BUFFER MacCONNELL
ROAD CONNECTION (STOP CONDITION) AEC AREA OF ENVIRONMENTAL CONCERN . 16 to too ~ .
- - ~ F~01~6SE'6 wPS~ y,q~'Ql~q'~, ~ ~ j W7'S ..::::Associates 04 So I too of P. Ce
. CENTER t7NE -OF-CHI~IVNEC f~ 161 911 ADDRESSING of *0 & t•• 909 AVIATION PARKWAY, SUITE 1400
P. 0. BOX 129
R t7NE- - - - - ~ UL _ ,~e~ o \L6~2 9$ ~ W ~ IIiIVIVEC _ ~ ~_Q~~ _NPS ~6p ~v w ~'~~.k ~ PVT.'1N VARIABLE 6'-0" SHOULDER MORRISVILLE, NORTH CAROLINA 27560
PVT. WIDTH WIDTH 8'-0" 5'-0" 5 LOT NUMBER TEL: [phone] FAX: [phone]
, ~ . . -n- - - ~ ~ - - -cps U Z w
~ - - - W •v 10 111' ~P
~3" y, O " Fi ° OLEXA LLC U 0
APPRORfMATE - - - Z? NPS ~ NPS U
- - - - ~ ~VATEI~ 11flE - - - 17. - 4» G T ~ • ' -~tE~iN MGM WA R - - - - - 0
J...-/ - ~ ~ ~ ~ ~ ~ ~S PR2~'ERT1' I~NE- - - - - - - - 4p 4* + p ~ TOPOGRAPHY SHOWN HEREON PROVIDED THE PRESERVE I
-~a~~ -2_~/4„~~ BY NCDOT AND K~NDALL E. GASKINS, PLS. z 0
J~ ~ - - - - - - - - - SUBDIVISION 0
m Cn
~~7~ ~ - - - - - - -
f~- - - - - - - DRIVEWAY TURNOUT GRADES
- - - - _ _ SHOULDER SECTION No. 2 TOWNSHIP w
- - NOT 70 SCALE P MINIMUM BUILDING ETBA KS a w
THIS PROPERTY IS LOCATED WITHIN A w 'wn
FRONT 30' SPECIAL FLOOD HAZARD AREA (ZONE PROPOSED
Jiut 1V At, k3FE=7.0") PER FIRM MAPS F
REAR 15 3720648800) AND 3720740800), LOT LAYOUT ~
EFFECTIVE JULY 2ND 2004.
MINIMUM FRONT SETBACK FOR LOTS LOCATED IN A CUL-DE-SAC SHALL BE WHERE THE LOT GRAPHIC SCALE: 1" = 100' 0
WIDTH IS EITHER 30' OR 60' FROM THE PRO RIGHT-OF-WAY, WHICHEVER IS GREATER 0 50 100 200 300 A3 PROJECT NUMBER DRAWING NUMBER o
W!W
A33502.00 C-102
A33502.00 - OLEXA VENTURES, LLC THE PRESERVE SUBDIVISION - PAMLICO CO., NC S:Wbrory\2006\A33502 - Olpca Ventures, LLC - Straight Road 15 ac\Drawltgs\A33502 - BBSe Flnal dwg, G102,
8/24/2007.9:59: 10 AM

COPYRIGHT @ 2007
~ / l LINE DATA TABLE
SITE / \ ~ LINE No. DIRECTION DISTANCE ~ . 1 N$6'08'40"W 32.77 NOTES,
/ ) 1. TOTAL AREA OF TRACT: 15.976 AC. (695,913 SF)
2 N73'41'19"W 107.61 2. 3 N44'58'49"W 70.95 4 N57'23'25"W 136.89 5 N60'25'05"W 135.00 2. ALL BOUNDARY SURVEY INFORMATION PROVIDED BY:
TR Nr R AD ,c g KENDALL E. GASKINS, PLS L-3824
~ ~ L\ ~ i 8162 MAIN STREET VANCEBORO, NC 28586
~ V~ ~ ~l ~ Rl~/ ~ ~ r G P-K NAIL AT INTERSECTION
~I I \ MURRA~Y IGA~NE.~D ANO o 6 N87'58'25"W 120.40 3. . 7 S73'07'50"W 39.68 4. 5.' S 3. DATE OF SURVEY: AUGUST 10, 2004
~ ~ / 4. PRELIMINARY LOT DESIGN PROVIDED BY:
S i i ~ ~ ~ ~.y! N21 49'5"E a ARNOLD E. BERRIER, SR., PLS L--3310 781 WOODS CROSSROADS ROAD
~G BENSON, NC 27504
~ ~ ~ 5*-" NO PRELIMINARY LOTS HAVE BEEN PHYSICALLY
~ \4s LF / s ~ ~ PROPOSED ~ SURVEYED AT THIS TIME. UPON PRELIMINARY
18~" RCP / 'Q • ~ / APPROVAL, IRON PIPES WILL BE SET AT ALL LOT
f ~ i J CORNERS.
TAPPING SLE~ ~o. Q 8~ R~ avo cn-~ v vE $'C 6. B 6. NCDOT DRIVEWAY PERMIT FOR PROPOSED ROAD WILL
BE REQUESTED UPON PRELIMINARY PLAT APPROVAL.
~/ICINITY MAP -NOT TO SCALE ' , --N~ ~ , , ` , _ ~ ~ ~ ~ I 7. N 7. PROPOSED ROAD DESIGN WILL BE SUBMITTED TO NCDOT UPON PRELIMINARY PLAT APPROVAL.
~~1 Il
~ Rl~ r ~ ~r~~ ~~p~R• ~ ~ ~P TRIANGLE IGHT S. A AREAS N0~' s. e 31,743 SF 0.729 AC. LOT No. 1 AND LOT No. 1A SHALL 8E D 9,841 SF p.~g q~.. SOLD AS ONE (1) UNIT. LOT No. to IS 8. SEDIMENT AND EROSION CONTROL PLAN IF REQUIRED
WILL BE SUBMITTED UPON PRELIMINARY PLAT APPROVAL.
1 35.0' 1 ~ \ / i ~ J ~ i
9. APPLICATIONS FOR INDIVIDUAL SEPTIC SYSTEMS WILL BE SUBMITTED TO PAMLICO COUNTY HEALTH
~ R~ ~ ~ O 1\ ~ ~ LOT No. 1 LOT No. 1 a DEPARTMENT UPON PRELIMINARY PLAT APPROVAL.
~ s ` LOT NO. 2 31,721 SF . p,728 p~. FOR OFFSITE SEPTIC SYSTEM AREA ONLY. 10. S 10. SOILS INFORMATION PROVIDED BY:
' ~ ~ LOT No. 3 62,178 SF. 1.427 AC.. LOT No. 8 AND LOT No. 8A SHALL BE q GENE ASTON, LICENSED SOILS CONSULTANT
~ \ ` \ ~ 5~' UTILITY~SMT ~i , ~ Y ~SMT. ~ , \~OT 9 LOT No. 4 x,996 SF 1.354 AC.. ~ OF'F'SREESE~P~TIC NSYSTEM AREA NLY. S ASTON SOILS WORKS PO BOX 86
87,797 SF, 1.5;56 AC. SIMPSON, NC 27879
~e~~ ~ UP 't~1E CREEK SUBDIVISION ~1" No. S ~ ~ ~ ~ -6- ~ PCA 138-11 LOT No. 6 60282 SF_ 1.383 AC. LOT No. 9 MID LOT No. 9A SHALL 8E 11. 73,290 SF 1.683 AC. SOI.p qS ONE (1) UNIT. LOT No. 9A IS 0 11. OWNER:
~ \ ~ ~ ~ NIQW OR FORMERLY LOT No. 7 OLEXA VENTURES, LLC
~ a ~'t~1 ~ ~ PROPERTY OF LOT No. 8 1 ~21EI~TAL BOULDER, LLC LO? No. 8c 62,302 SF ~ ,435 q~, FOR OFFSITE SEPTIC S~fSTEM AREA ONLY. 2 22,172 SF 0.509 AC• LOT No. t0 ANQ LOT No. 10A SW1LL HE 62.382 SF 1.437 AC. SOLD AS ONE (1) UNIT. LOT No. 1 QA 1S 4 MICHAEL J. OLEXA
D. .421. PG. 904 2925 SUMMER HILL ROAD WEST FRIENDSHIP, MD 21794
TA~ ID: K07-5-9 LOT No. 9 ~ J LOT No. 9a 8,455 SF 0.194 AC. FOR OFFSITE S~PTI~ SYSTEM AREA ONLY. 4 410-489-0667 BUSINESS
~ ~ ~ EiP Ng~~ rLwJ i 1 \ \ ~ ~iP ` ~ , LOT No. 10 58,437 Sf . 1.342 AC... 4 9,150 SF. 0.210 AC. ~ 2, P S t/W 44.782 SF 1 A28 AC. D 5S 31,995 Sf 0.735 AC.. 13. P C A 0 S 0 14. P 15. LI 410-489-0668 FAX [phone] CELL
~~R~~'~' WTIL ESMT. ~ ~ \ CORNER ; 1 \ / LOT No. 100
~ ~ I ~ \ ~ ~ 12. PROPERTY DESCRIPTION: GANS - 16.10 ACRES
\ O ~ SURVEY AND DIVISION OF SINCLAIR MATTHEWS LAND
\ \ STA 5+00 ( ~ \ ~ Ptt~OF~. RO~AO R/W MAP BOOK 7, PAGE 103 DEED BOOK 444, PAGE 798
w w ~ ~ ~
6" PVC WATER 13. PROPOSED WATER SHALL BE SUPPLIED BY THE
'1~~~ ~ ~ s ~ I COUNTY OF PAMLICO, PROPOSED FIRE HYDRANT ASSEMBLY SHALL BE LOCATED A MAXIMUM DISTANCE
GATE ~'AL1~E / ` \ / ~ OF 500' FROM THE EXISTING WATER LINE AT
PROPERTY OF i % , ~ 5' SEINER T ~ STRAIGHT ROAD. SEE SHEET C-103 FOR LOCATION OF PROPOSED WATER LINE AND HYDRANT.
SHIRLEY LEE 11NGLE ESMT.
D.B. 235. PG. 235 ~ TAX ID: K07-2 ~ 2 \ \ 4~ I C WA POSED ~ ~~S` oP ~ 14. PROPOSED SEWER SYSTEMS SHALL BE DESIGNED AND APPROVED ON INDIVIDUAL LOT BASIS.
O ~ ~ ~ A r- STA 9+60 A 15. LINEAR FOOTAGE OF PROPOSED ROAD FROM
~ 10' SEWER / BLOWOFF ~ r ~ ~ ~ C C 16. A D ai CENTERLINE OF STRAIGHT ROAD TO CENTERLINE OF CUL-DE-SAC: 784.21 LINEAR FEET.
~ ESMT. i
16. ALL INTERIOR LOT LINES SHALL HAVE A 10' DRAINAGE AND UTILITY EASEMENT, 5' EACH SIDE OF
rlI IINFS

3 1A 3s~ ESMT ~ 17. P U 18. A 17. PROPOSED ROAD SHALL HAVE A 5' DRAINAGE AND
UTILITY EASEMENT ON EACH SIDE.
3s~ ~ N / 18. A 10' DRAINAGE AND UTILITY EASEMENT SHALL LIE
IN INSIDE OF ALL EXTERIOR BOUNDARY LINES.
p~ ~ ~ '1 ~ ~ ~ ~ 19. N N0. 19. NO KNOWN NCGS MONUMENT FOUND WITHIN 2000
~ ~ ~ 1~ ~ - FEET OF THIS PROPERTY.
~ ~ \ \ ~ ~ J'/ ~ ~ ~ ~ EASEME 5 ` REVISIONS
~ ~ ~ 4 ~ ` ~ l~ ~ t so ~ ~ OA 1 NO. DATE DESCRIPTION
~ ~ , ~ 1 1 03--26-2007 PER PL. BD. COMMENTS
~ ~
~ „4 y 2 2 07-25--2007 PER LAND QUALITY COMMENTS
1 ~n LEGEND
" ~ ~ ~ rn EPK EXISTING PK NAIL
j; ~ I ~ I ` ' `1 UP THE CREEK SUBDIVISION
~ / '~v, ~ v, PCA 138-11 PROJE • EIP EXISTING IRON PIPE PROJECT MANAGER: PROJECT ENGINEER:
/ ~ ~ ~ ~ - ` ` ~ . I ~ NOW OR FORMERLY ~ . W W ~ W W ~ ~I~ \ I PROPERTY OF GSM ZLF
~P ~ r, , ~ ~ I ~ 'a ORIENTAL BOULDER LLC ~ SIP SET IRON PIPE DRAW • NPS NO POINT SET DRAWN BY, CHECKED BY:
c ~ ~ 5' JpIIDE .v ~ ' ~ D.B. 421, PG. 904 AEB GSM
''i " ~j'/ - ~ LEVAT~D / TAX iD: K07-5-8 T 1J~~ ~~~y ~OARD~IVAI~C ~ ~T~:. 1~1~ ` , 7 ~
~ 1~/ DATE:
R/W RIGHT OF WAY FEBRUARY 1, 2007
N ,,?~~~~~rrr~rrr~~~ •i
1 EOP EDGE OF PAVEMENT MBL MINIMUM BUILDING LINE ? v\ C ~i
W
, : i d~.
~ ~ ~s~f/~~ ~ ~y DUE DRAINAGE/UTILITY EASEMENT SEAL r'
~ ~ C'1' 17069
~~x y MARSH ~'.,9~~
/ I L74L66= L65+L6 ~ ~ ~ .v 10
l y 1008' .v w110.Qq' ~v W ~.~,g,, ~v .v .v y ~ ZONE 1 30' RIPARIAN BUFFER rm I
_-~l ~ .v ~ N _ NPS L6 v. .v .v N
_ _ ZONE 2 20' RIPARIAN BUFFER
_ - - 6 ~ ~ ~ = ~ 10.00' .v .v v. - - MacCONNELL
- - - - - ~'oP~SE~ asp ~ 'QL,~~ 'mom w AEC Af2EA OF ENVI~tONMENTAL CONCERN i . of, Do* I to . . of too
~ $to o4l A Po Co ssociates 6 to 46
- - - -OAT _ _ .v ~Fq ~4N v y rn 161 911 ADDRESSING AVIATION PARKWAY, SUITE 1400
tiN~ - - - - - -~o~ < =1,,32.98, P. 0. BOX 129 MORRISVILLE, NORTH CAROLINA 27560
-OF-CHAIVNEC- i O LOT NUMBER TEL: [phone] FAX: [phone]
- - - - ~ L L1 U
w • O
0 kINIMUM BUILDING SETBACKS OLEXA Z U VENTURES, LLC 0
L - - API3RORfMRTE - - - -L'-2`~. ~ NPs U
- - - ~ QaPAIEi~ LIRE - - - - . , _
- - - ~ • - -IulErAiV Fi#i-W~1'~R - - - L~ - - =y ...s ' ~ \ . JS ~.RQP~R.LY UNE,_ - - - - - - FRONT 30' I THE PRESERVE
SIDE 10' Z O
r~~ REAR 15' SUBDIVISION
~~7' - - - - - - - - a m
. ~ • ~-i - - - - - - -
- - - - - No. 2 TOWNSHIP
- - -
- - P THIS PROPERTY IS LOCATED WITHIN A PAMLICO a W COUNTY, NC
I
sp~ciai ~i nnn uo~eQn eQ~e ~~n~~c W PROPOSED
-low w -NEW -ww
AE, BFE=7.0') PER FIRM MAPS 3720648800) AND 3720740800)9 UTILITY LAYOUT ~
EFFECTIVE JULY 2ND, 2004.
0
GRAPHIC SCALE: 1 100
PRO 0 60 100 200 300 A3 PROJECT NUMBER DRAWING 'NUMBER o
A33502.00 C-103
A33502.00 ' OLEXA VENTURES, LLC THE PRESERVE SUBDIVISION - PAMUCO CO., NC M Q
5:\library\2006\A33502 - Olexa Ventures, LLC - Stralyht Road 15 et\Dtewings\A33502 - Base Hnpl dwg, Cd03, 8/2412007 9:59:20 AM

~ ~r- COPYRIGHT 0 2007
SITS LINE DATA TABLE NOTES:
i _ i ~ LINE No. DIRECTION DISTANCE 1. T ~ Ns~os~4o~w s2.~~ 2 2 N73'41'19"W 107.61 3 N44'58'49"W 70.95 4 N57'23'25"W 136.89 5 N60'25'05"W 135.00 3. 6 N87'58'25"W 120.40 1. TOTAL AREA OF TRACT: 15.976 AC. (695,913 SF)
~G
TR NT R~~ ~~~y~ 2. ALL BOUNDARY SURVEY INFORMATION PROVIDED BY: KENDALL E. GASKINS, PLS L--3824
/ 8162 MAIN STREET
~ ~ VANCEBORO, NC 28586
\ ~ P-K NAIL AT INTERSECTION 3. DATE OF SURVEY: AUGUST 10, 2004
i i ~~I J • \ MURRATY~LANEROAD AND o 7 S73'07'50"W 39.68 q,. A 4. PRELIMINARY LOT DESIGN PROVIDED BY.,
S ,-_i~ ~ l ARNOLD E. BERRIER, SR., PLS L-3310
~qo yr ~ ~ / , ~ ~ 7 781 WOODS CROSSROADS ROAD
t ~ ' G i EIP h 8 BENSON, NC 27504
' X48 LF / ~ IgROPOSED ~ .r3Q,^ J ~ ~N ~P / / ~ ~ +~~.P?f -mil ~ ~ ~ 5. N 5. NO PRELIMINARY LOTS HAVE BEEN PHYSICALLY
' / S A C 6. N SURVEYED AT THIS TIME. UPON PRELIMINARY APPROVAL, IRON PIPES WILL BE SET AT ALL LOT
? CORNERS.
I 6. NCDOT DRIVEWAY PERMIT FOR PROPOSED ROAD WILL
S,~ ~ ~ 8 7. P N 8. S W BE REQUESTED UPON PRELIMINARY PLAT APPROVAL.
VICINITY II~AP -NOT TQ SCALE ~ ~ ~ ~ DRAINAGE ~ 7. PROPOSED ROAD DESIGN WILL BE SUBMITTED TO
~ ~ ~ ~ ~r AREA ~4 ~ NCDOT UPON PRELIMINARY PLAT APPROVAL.
8. SEDIMENT AND EROSION CONTROL PLAN IF REQUIRED
EIP ~ . WILL BE SUBMITTED UPON PRELIMINARY PLAT
APPROVAL.
• . . ~ ~ ~ I N ~ ~A ~ 9. A B D 10. S G A p S 11. 0 0 M 2 W 4 4 4 12. P G S M D 13. P C A O S 35 g' S' O SLOPE AS RE UIRED 1" ~4. P 4; ~ ~ ~ A 15. U 9. APPLICATIONS FOR INDIVIDUAL SEPTIC SYSTEMS WILL
r' E~ r BE SUBMITTED TO PAMLICO COUNTY HEALTH DEPARTMENT UPON PRELIMINARY PLAT APPROVAL.
' ~DRAINIK~E ' N~
~ ~ AREA ~3 ~ 10. SOILS INFORMATION PROVIDED BY: GENE ASTON, LICENSED SOILS CONSULTANT
ASTON SOILS WORKS
~ LOT 9 PO BOX 86 SIMPSON, NC 27879
~ a -g- ~ UP 'I~iE CREEK SUBDIVISION
~ PCA 138-11 ~ NSW OR FORMERLY 11. OWNER:
OLEXA VENTURES, LLC MICHAEL J. OLEXA
i 'I'/' 1M~ 158 ~ ~ 1 ORIEI~TA~ BOULDER, LLC 2925 SUMMER HILL ROAD
9 D.B. 421, PG. 904 TA7~ ID: K07-5-9 WEST FRIENDSHIP, MD 21794 410-489-0667 BUSINESS
4 ~ ~ ~ ~a N6~25.~ ~o ~e~ \ 410-489-0668 FAX
CONTROL ~ aP ` DRAINAGE ~ ~ 443-4164209 CELL
coaHER ~ ~ UTIL. ESMT.. , \ ~ 12. PROPERTY DESCRIPTION:
\ ~2 GANS - 16.10 ACRES
~ ~ SURVEY AND DIVISION OF SINCLAIR MATTHEWS LAND MAP BOOK 7, PAGE 103
DEED BOOK 444, PAGE 798
~ ~ 13. PROPOSED WATER SHALL BE SUPPLIED BY THE
DRAINAGE ~ ~ \ COUNTY OF PAMUCO. PROPOSED FIRE HYDRANT
~ f sA~• ~ ASSEMBLY SHALL BE LOCATED A MAXIMUM DISTANCE OF 500' FROM THE EXISTING WATER LINE AT
\ ~ ~ STRAIGHT ROAD. SEE SHEET C-103 FOR LOCATION
PROPERTY OF \ ~ ~ X15 SEVSIER ~ ~ OF PROPOSED WATER LINE AND HYDRANT.
SHIRLEY LEE TINGLE V ~ ESMT. D.B. 238. PG. 235 ~ ~ 14. PROPOSED SEWER SYSTEMS SHALL BE DESIGNED
TAX 10: K07-2 ~ ~ \ \ 8 'gyp AND APPROVED ON INDIVIDUAL LOT BASIS.
~ \ ~\DA 15. LINEAR FOOTAGE OF PROPOSED ROAD FROM
~ \ ~s CENTERLINE OF STRAIGHT ROAD TO CENTERLINE OF
~ 10' SEWER MT. ~ TYPICAL CUL-DE-SAC ~ NOT TO SCAL ~ ~ 6, , D CUL-DE-SAC: 7a4-91 , L N R FEET,
i 16* ALL INTERIOR LOT LINES SHALL HAVE A 10'
i 10,x. ~ ~ DRAINAGE AND UTILITY EASEMENT, 5' EACH SIDE OF
~~9? ALL LINES.
T-~ ~ ~ 17. P U RAW 18. A 17. PROPOSED ROAD SHALL HAVE A 5' DRAINAGE AND
~ ~ aP UTILITY EASEMENT ON EACH SIDE.
1 S' ~ \ DNMT
IN 19. N 6~ 20' 6' 6' 18. A 10' DRAINAGE AND UTILITY EASEMENT SHALL LIE INSIDE OF ALL EXTERIOR BOUNDARY LINES.
~ ` ~ \
~ ~ W \ l , n 1 \ 19. NO KNOWN NCGS MONUMENT FOUND WITHIN 2000 FEET OF THIS PROPERTY.
W ~ - 10 SEWER
t~ ; ~ ~ ~ ~ ~ I ' ;:.I EASEMENT HOULDE 2» SURFACE HOULDE DITCH ~ REVISIONS
t~ COURSE N0. N0. DATE DESCRIPTION
~ ~ ~ 1 i ~ FT. 1 4" FT. 1 4" FT ~ M ~ 1 1 03--26--2007 PER PL. BD. COMMENTS
: 4:1 3~~ 2 2 07-25--2007 PER LAND QUALITY COMMENTS
~ k: LEGEND
'1 :~~j ~ T ~ ~ I ~ LOT 8 G~MP~T~Q 8" AGGREGATE
SUB~RADE~ BASE COURSE • EPK EXISTING PK NAIL
~'Y I I ~ c~''r,~ UP THE CREEK SUBDIVISION d/ . ~//r/~ 1 I ~ PCA 138-11 2" SURFACE COURSE: PROJE 3F 9.5A OR S9.56 • EIP EXISTING IRON PIPE PROJECT MANAGER: PROJECT ENGINEER:
NOW OR FORMERLY w w w I \ ` ~ tC PROPERTY of TYPI ~ T ~ - 1~ ~ ORIENTAL BOULDER t.LC ~'~j~J 5 .VIDE ; , - ~ ~ ` D.B. 421, PG 904 GSM ZLF
SIP , YPICAL STREET CROSS-SECTION o SIP SEf IRON PIPE DRAW NOT TO SCALE
CONTROL CORNER ~ , / DRAWN BY: CHECKED BY,
; ~ ~;~y ~LEVATED 1 TAX ID: K07-5-8 • NPS NO POINT SEf AEB GSM
f~ ~ i ~ ~ DATE:
~ 50' ~ R/W RIGHT OF WAY FEBRUARY 1. 2007
f~-.
.v .v .v ~ ,v ~ y . , , ~ ' w APPROXIMATE LOCATION OF EOP EDGE OF PAVEMENT
1 ~ ~ ~ W ~ I PROPOSED DWELLING ~ ~ ' (TYPICAL BASED ON 60'x50' N C
a W W ~ ~ ~ ~ 1 BUI~DiNG ENVELOPE) 1 w .v w ~ 4 T ~v v. .v ~v .v ~ w, v. y ~ ~~~X~~~ $~~~T MBL M1N~MUM BUILDING LINE TRIANGLE Z Z .
AL r =
~ DUE DRAINAGEJUTILITY EASEMENT 17069
STOP
w w .v w v. .v w w ~v w .v ~ ~ .v w v~ .v w ~v w .v ~ ~v w v. _ NP N EX. R W MARSH ,A 70 3 ' ' _ _ ZONE 1 30' RIPARIAN BUFFER ~ 1000.
• Mal
~f •~?rrrr~rr~''• 5
EX. EDGE OF PA MENT ZONE 2 20' RIPARIAN BUFFER
~ y.- = - r.- 44 60 MacCONNELL
-~3 - ROAD CONNECTION (STOP CONDITION) ,mac AREA OF ENVIRONMENTAL CONCERN NOT TO SCALE 0 to'
.w n_ ~ y ~F' - - - - F~01~6SE~ NPS~' `~,~"~~,4~, .v .v w NX too. & Associates
.rte - - - - T -OAT _ .v ~ ~Eq Did v. .v .v y Sri DRAINAGE AREA ~1 909 AVIATION PARKWAY, SUITE 1400
R tfNE- - - - - ~o-~' < y .v ~ VARIA R1~NEC - - - - - - . ~ PVT. WI 17,372.39 SQ. FT. P, 0. BOX 129
HA~N VARIABLE 6'-0" SHOULDER 0.399 ACRES PVT. WIDTH WIDTH 8'-0" 5'-0" DRAINAGE AREA #2 MORRISVILLE, NORTH CAROLINA 27560
TEL: [phone] PAX: [phone] U
126.639.89 SQ. FT. 2.907 ACRES O Z w
U OLEXA LL C
~S ~3" ~ DRAINAGE AREA #3 o U
APPRl3RIMATE - - - -LZ W NPS NPS - - - ~ WATER L1flE - - - +2" ~ 3.127.29 SQ. FT. 1
G - ~ ~ . ME~i+J I~i(~WA~R - - - -L~- 1 4" 1 4" FT, _ ~ 4p ~ +1" Ff. 0.072 ACRES 0<2-
""~pIF1: DRAINAGE AREA #4 THE PRESERVE I z
12' ~/4"/~ ~ 33,260.90 SQ. FT. 0.764 ACRES 0 SUBDIVISI
ON 0
t~ f~--.~~ SHOULDER SECTIOPI LOT No. ANp APPROXIMATE SIZE AND LOCATION OF PROPOSED DWELLING
No. 2 TOWNSHIP
DRIVEWAY TURNOUT GRADES P NOT TO SCALE w a
- - SEPTIC SYSTEM AREA w PAMLICO COUNTY,
i
TOPOGRAPHY SHOWN HEREON PROVIDED BY NCDOT. MINIMUM BUILDING SE7BA .K~
THIS PROPERTY IS LOCATED WITHIN A
SOLID OR CROSS-HATCHING INDICATES CAMA LAND DISTURBANCE. FRONT 30' SPECIAL FL000 HAZARD AREA (ZONE v~
11iG`TI ICGCr? ACA lAI tl/ATe~17 n~v nn~~i~_ -ii, n. w SIDE 1f1' of R~~~~ n'1 c~a ~iQ~~ ~~eoc PROPOSED w
V1%71 V/1oG1.! r,Rc^ 1114 YvMI GR vtln uRrvG Jy,B ! y Jr CAMA APPLICATION ~
DISTURBED AREA IN OPEN SPACE: 2,863 SF REAR 15' 3720648800) AND 3720740800), EFFECTIVE JULY 2ND, 2004.
MINIMUM FRONT SETBACK FOR LOTS LOCATED
DISTURBED AREA PER LOT (DWELLING, & SEPTIC): 18,500 SF IN A CUL-DE-SAC SHALL BE WHERE THE LOT GRAPHIC SCALE: 1 " = 100' 0
WIDTH IS EITHER 30' OR 60' FROM THE PRO RIGHT-OF-WAY, WHICHEVER IS GREATER. 0 50 100 200 300 A3 PROJECT NUMBER DRAWING NUMBER $
„ A33502.00 - OLEXA VENTURES, LLC THE PRESERVE SUBDIVISION - PAMUCO CO., NC ' A33502.00 C-104
s:\ubraM2006\A33502 - ole,ca veMUres, 4LC -Strait Road 15 atlDrawMysV33502 -Bash Fnal.dw9, c-ion, 8!24/2007 9:59:28 AM

~ 1 ~ ~ ~ / / ~ ~ r- COPYRIGHT 0 2007
SITE LINE DATA TABLE NOTESN
__LINE No. DIRECTION DISTANCE 1. T 1 N86'08'40"W 32.77 2. 2 N73'41'19"W 107.61 K 3 N44'S8'49"W 70.95 g 4 N57'23'25"W 136.89 V 5 N60'25'05"W 135.aQ 3. D 6 N87'58'25"W 120.40 1. TOTAL AREA OF TRACT: 15.976 AC. (695,913 SF)
~'G
TR N'r ~y~~y~ ~ / ~ ` i ~ 2. ALL BOUNDARY SURVEY INFORMATION PROVIDED BY: KENDALL E. GASKINS, PLS L-3824
J > ~ l - ~ rd 8162 MAIN STREET
VANCEBORO, NC 28586
J ~ P-K NNL AT INTERSECTfON 3. DATE OF SURVEY: AUGUST 10, 2004
/ l ' ~ \ MURR45i ~EROAD AND o 7 S73'07'S0"W 39.68 4. P A 7 SEDIMENT & EROSION B CONTROL SITE LEGEND 5' s ~ NATURAL CONTOUR 4. PRELIMINARY LOT DESIGN PROVIDED BY:
i i--~~ ~ ARNOLD E. BERRIER, SR., PLS L-3310
Roq~tit ~ ~ ~ , ~ ~ i ~ ~ ~ i , N21'19'b5"E ~ Mk74' 781 WOODS CROSSROADS ROAD BENSON, NC 27504
• ~ . • ~ ESP '~G ` - n
1 ~ 5. NO PRELIMINARY LOTS HAVE BEEN PHYSICALLY
SURVEYED AT THIS TIME. UPON PRELIMINARY APPROVAL, IRON PIPES WILL BE SET AT ALL LOT
CORNERS.
i i qP \ J I ~~1 1 6. N FINISHED GRADE B PROPERTY BOUNDARY P N PROJECT DEVELOPMENT s. s wt LIMITS OF GRADING/ DISTURBANCE s. A B O VEGETATION SPECIFICATION D AREA 6. NCDOT DRIVEWAY PERMIT FOR PROPOSED ROAD WILL
CONSTRUCTIONS C~ ~ 70' p~ ENTRANCE ' ` ~ ~ ~ / ~ BE REQUESTED UPON PRELIMINARY PLAT APPROVAL.
~fICINITY MAC -NOT TO SCALE ~ ~ RAINAGE ~ 7. PROPOSED ROAD DESIGN WILL BE SUBMITTED TO
y ~ /i'i AREA ~4 NCDOT UPON PRELIMINARY PLAT APPROVAL.
8. SEDIMENT AND EROSION CONTROL PLAN IF REQUIRED
~l WILL BE SUBMITTED UPON PRELIMINARY PLAT
i Eli ~ ~ M ~ ~ NZO~Jd'19'W APPROVAL.
N ~ 9. APPLICATIONS FOR INDIVIDUAL SEPTIC SYSTEMS WILL
/ BE SUBMITTED TO PAMLICO COUNTY HEALTH DEPARTMENT UPON PRELIMINARY PLAT APPROVAL.
W ~ ` ~ , alDRAINAGE ,
1 Q. S Tp TEMPORARY DIVERSION 10. SOILS INFORMATION PROVIDED BY: GENE ASTON, LICENSED SOILS CONSULTANT
ASTON SOILS WORKS
~ LOT 9 ~ p SEDIMENT FENCE s ~ ~ . o LEVEL SPREADER o MI 2 IIII TEMPORARY FABRIC INLET 4 PROTECTION 41 PO BOX 86
i -g_ ~ UP 1~IE CREEK SUBDIVISION SIMPSON, NC 27879
~ 11. OWNER:
/ ~ / ~ \ , p ~ NSW OR F RMERLY ~ PROPERTY OF OLEXA VENTURES, LLC MICHAEL J. OLEXA
~ ~21EI~TAL BOliI,bER, LLC 2925 SUMMER HILL ROAD
D.B. 421. PG. 904 TA7~ ID: K07-5-9 WEST FRIENDSHIP, MD 21794 410-489-0667 BUSINESS
i ~ ~ ~ ~ N69~2~ ~ ~q ~ ~ J 410-489--0668 FAX
~ ~ ~ UTIL. ESMT. ~ EIP ` DRAINAGE r ~ 4 1111' TEMPORARY BLOCK & 12, p GRAVEL INLET PROTECTION c~ s SEDIMENT BASIN ~ 13. P ~ ~APORARY SEDIMENT q O ST O CHECK DAM 443--416--4209 CELL
\ ~ 't. ~ AREA ~2 12. PROPERTY DESCRIPTION:
GANS - 16.10 ACRES
~ ~ SURVEY AND DIVISION OF SINCLAIR MATTHEWS LAND MAP BOOK 7, PAGE 103
o~ DEED BOOK 444, PAGE 798
~ , ~ ~ 13. PROPOSED WATER SHALL BE SUPPLIED BY THE
nw~w?cE ~ ~ a~~? COUNTY OF PAMLICO, PROPOSED FIRE HYDRANT
~ ~ sA~. ~ ~ ASSEMBLY SHALL BE LOCATED A MAXIMUM DISTANCE OF 500' FROM THE EXISTING WATER LINE AT
~ STRAIGHT ROAD. SEE SHEET C-103 FOR LOCATION
PROPERTY OF ~ ~ j ~ , ~ 5' SEVER V , E~aMT.~ i OF PROPOSED WATER LINE AND HYDRANT.
SHIRLEY LEE TINGLE D.B. 235. PG. 235 ~ ~ ~ t' 14. P A RR~ RIPRAP CHANNEL ~s. u CE 14. PROPOSED SEWER SYSTEMS SHALL BE DESIGNED
TAX ID: K07-2 ~ 2 ~ AND APPROVED ON INDIVIDUAL LOT BASIS.
• O . ~ 10' SEWER 15. LINEAR FOOTAGE OF PROPOSED ROAD FROM
~ F~ CENTERLINE OF STRAIGHT ROAD TO CENTERLINE OF
ESMT. TREE PRESERVATION C 16. AL GL~ TEMPORARYNLINER~TM AL CUL-DE-SAC: 784.91 LINEAR FEET.
~ , \ r ~ti,,\ 16. ALL INTERIOR LOT LINES SHALL HAVE A 10
DRAINAGE AND UTILITY EASEMENT, 5' EACH SIDE OF
\ ,o= Ste. _ , ~ ~ ALL LINES.
CONSTRUCTION P ENTRANCE/EXIT uT 18. A 17. PROPOSED ROAD SHALL HAVE A 5' DRAINAGE AND UTILITY EASEMENT ON EACH SIDE.
~P i
~ N / 18. A 10' DRAINAGE AND UTILITY EASEMENT SHALL LIE INSIDE OF ALL EXTERIOR BOUNDARY LINES.
~ \ SEDIMENT 15' ~ ~ OUTSET STABILIZATION ~N STRUCTURE ~9. N FE ~'fSD~ TEMPORARY SLOPE DRAIN N4.
q~ ~ i 1 TEMPO ~ ~ ESAgT. \ ~ SEpIMENT 19. NO KNOWN NCGS MONUMENT FOUND WITHIN 2000 FEET OF THIS PROPERTY.
w~ ~ / \ \
~ ~y ~ ~ J ~ EASEMENT REVISIONS
~ i~ X10. DATE DESCRIPTION
1 1 03-26-2007 PER PL. BD. COMMENTS
w~\ ` v y 2 2 07-25-2007 PER LAND QUALITY COMMENTS
y - ~i L . LEGEND
~ ~ ~ , ~ ~ ~ ~ i ~ ~ DoT 8
- ~ I I ' ~ ~ up n~E cR~~ suaoiws~av • EPK EXISTING PK NAIL
..J 1 ~i ti ~ PCA 138-11 PROJE • EIP EXISTING IRON PIPE o SIP SET IRON PIPE DRAWN 'ROJECT MANAGER: PROJECT ENGINEER:
d d t- - I ~ ` NOW OR FORMERLY ~ j rl.~ y ' I ~ , ~ PROPERTY' OF GSM PAH
~P ~ ~
CONTROL CORNER . ~ i, ~ W ~ ~ ~ ~ 1 -1 ~ ORIENTAL 80ULDER, u.c ' ~ D.B. 421. PG. 904 )RAWN BY: CHECKED BY,
. LEVATED ~ " ~ I s , TAX ID: K07-5-8 • NPS NO POINT SEf NTL GSM
; ~ ~:1~J ~i~~' ~OARD~YNAI~~C 'r'... ' T ~ 1 , ~ DATE:
• ~ r, , ~ R/W RIGHT OF WAY FEBRUARY 1, 2007
~y~~.~,~ yy~~~:%:~ o,w
EOP EDGE OF PAVEMENT MBL MINIMUM BUILDING LINE O~ ~I
y y ~ l W ~ W W • 1 \A

~ ~ ~ ~r ~ ' F ~ / L r'
~ ~ ~ OUE DRAINAGE/WTIUTY EASEMENT 17069
~ i x ~ ,ryy~ r•/• ~Y ~Y ~Y ~Y J~ .Y Ji W y W l~~ j ; ; !pf `Kf~
W ~ J~ V~ W ~ .1. ~Y ~L ~Y ~Y W ~Y ~L MARSH ~'•,9,A 1-
~ y W W ~ ~ W~~~~ W ~ W W W W
~l ~L ~Y J~ ~L ~L ~L \~.~r~ ~L ~L J~ W W ZONE 1 30' RIPARIAN BUFFER ZONE 2 20' RIPARIAN BU~F'ER ~d
- =4--=-'~-- _Np Na' „y L6 O f
s J " ~ ~ ~Y J~ V~ ~L ~L ~Y Ji .00 MacCONNELL
AEC AREA OF ENVIRONMENTAL CONCERN I. 0*9 too 4 0 . . 110
- - - - - T f~ffOP~SE'~ NPR y~'~q~ o~ v. .v W ssociates 10 40*b*90 *0 to# Co wt.* 94 & A P.
DRAINAGE AREA ~1 ti 909 AVIATION PARKWAY, SUITE 1400
CENTER tINE- C tINE- - - - ~ Q o ~ < ~ y cr 17,372.39 SQ. FT. 0.399 ACRES P. O. BOX 129
-OF-CHANNEL- f' . MORRISVIL.LE, NORTH CAROLINA 27560
- , - - - .v v~ DRAINAGE AREA ~2 TEL: [phone] FAX: [phone] U
- - - -C v' `v v' EIP 126.639.89 SQ. FT. 2.907 ACRES O DRAINAGE AREA ~3 Z w •
O OLEXA VENTURES, LLC
1~2S O U
~ _ ~ORfM~AE'IE_ - - ~ W _ NPS NPS~ 3,127.29 SQ. Ft. 0.072 ACRES
. _-iulE~N HIGH WA R - - - L t 2.
DRAINAGE AREA #4 THE PRESERVE Z
33.260.90 SQ. FT. 0.764 ACRES 0 SUBDIV ISION
f~- - - - - - No. 2TOWNSHIP
. - - W
- - P MINIMUM BUI~_DING SETBACKS PAMLICO NC w COUNTY,
TOPOGRAPHY SHOWN HEREON PROVIDED BY NCDOT.
SOLID OR CROSS-HATCHING INDICATES CAMA (.AND DISTURBANCE. THIS PROPERTY IS LOCATED WITHIN A
FRONT 30' SPECIAL FLOOD HAZARD AREA (ZONE PROPOSED W
111STI IRR~11 eQre ~ni weTCC new ncivc. zn o, n ~r SIDE 10' AE_ BFE~7_n'1 PFR ~iR~ McPC SEDIMENT iiNn p-
vv.vw~v n~ r~~? vnr? vvl.. %!utpli! JI" 37206488 REAR 15' EFF CTIVEOJ~ULYN 2ND,7 20040800J, E MINIMUM FRONT SETBACK FOR LOTS LOCATED
DISTURBED AREA IN OPEN SPACE: 2,863 SF EROSION CONTROL PLAN ~
DISTURBED AREA PER LOT (DWELLING & SEPTIC): 18,500 SF IN A CUL-DE-SAC SHALL BE WHERE THE LOT GRAPHIC SCALE: 1" = 100' 0
WIDTH IS EITHER 30' OR 60' FROM THE PROa RIGHT-OF-WAY, WHICHEVER IS GREATER. 0 50 100 200 300 A31 PROJECT NUMBER DRAWING NUMBER o
A33802.00 - OLEXA VENTURES, LLC THE PRESERVE SUBDIVISION - PAMUCO CO., NC A33502.00 C-105
S:\Ltbrary\2006\A33502 - Olen Ventures, LLC - Straight Road 15 ac\Orawlngsy33502 -Base Flnal.dwg, G105,
8/24/2007 9:59;36 AM

i
COPYRIGHT 0 2007
~ \ ~ ~
SITE LINE DATA TABLE
~ / LINE No. DIRECTION DISTANCE 1, 1 N86'08'40"W 32.77 2. 2 N73'41'19"W 107.61 3 N44'58'49"W 70.95 4 N57'23'25"W 136.89 5 N60'25'05°1N 135.00 NOTES, 1. TOTAL AREA OF TRACT: 15.976 AC. (695,913 SF)
~'G
~ Nr 2. ALL BOUNDARY SURVEY INFORMATION PROVIDED BY: KENDALL E. GASKINS, PLS L-3824
~ ~R~°~~ i ~ ~ l ~ ~ 8162 MAIN STREET
~ ~ t VANCEBORO, NC 28586
~f i P-K NAIL AT INTERSECTION ~ / \ s OF STRAIGHT ROAD AND M 6 N87'58'25"W 120.40 3. 7 S73'07'50"W 39.68 4. 5. S c 6. N 3. DATE OF SURVEY: AUGUST 10, 2004
~ / / Op ~ , ~ HURRAY LANE. O
~ ~ i--~~ i ~ ~j 4. PRELIMINARY LOT DESIGN PROVIDED BY: ARNOLD E. BERRIER, SR., PLS L-3310
r 781 WOODS CROSSROADS ROAD
~ ~ / ~ BENSON, NC 27504
~ \48 LF ~ ~ ,,.s~ 5. NO PRELIMINARY LOTS HAVE BEEN PHYSICALLY
~ {PROPOSED / s~~ ~ / - 18~" RCP R R/ f ~ % , 2~' tin- / t~~ SURVEYED AT THIS TIME. UPON PRELIMINARY
~ ' ' ~ APPROVAL, IRON PIPES WILL BE SET AT ALL LOT CORNERS.
f , S.~ w
/ e 7. P 6. NCDOT DRKIEWAY PERMIT FOR PROPOSED ROAD WILL BE REQUESTED UPON PRELIMINARY PLAT APPROVAL.
VICINITY MAP -NOT TO SCALE ~ ~ RAINAGE ~ 7. PROPOSED ROAD DESIGN WILL BE SUBMITTED TO
AREA ~4 I N 8. S s. B D 10. S G A P SI NCDOT UPON PRELIMINARY PLAT APPROVAL.
'~j' .r . ' ~W ~ 8. SEDIMENT AND EROSION CONTROL PLAN IF REQUIRED
4 _ i E~'i 'y . » 'i pvS'", ' N'19"W ' WILL BE SUBMITTED UPON PRELIMINARY PLAT
v~ APPROVAL.
_J=-f ~ ~ ~ ~ I ~ ~ ~ 9. APPLICATIONS FOR INDIVIDUAL SEPTIC SYSTEMS WILL
BE SUBMITTED TO PAMLICO COUNTY HEALTH
~ I DRAINAGE Ns DEPARTMENT UPON PRELIMINARY PLAT APPROVAL.
AREA ~3 ~ 10, SOILS INFORMATION PROVIDED BY:
GENE ASTON, LICENSED SOILS CONSULTANT ASTON SOILS WORKS
~ to ~ LVT a ~ PO BOX 86
~l i -s- ~ uP ~E c~t~a~ susoiwsrav SIMPSON, NC 27879
~ PCA 138-11 NSW OR FORMERLY 11. 0 0 M 2 W 4 4 4 12. P G S N D 13. P C A O S O 14. P A 15. LI C C 16. A D 11. OWNER:
~ PROPERTY OF O.LEXA VENTURES, LLC MICHAEL J. OLEXA
~ ~ ~ ` t~tIEI~TAL BOULDER LLC D.9. 421, PG. 904 2925 SUMMER HILL ROAD
TA7~ ID: K07-3-9 WEST FRIENDSHIP, MD 21794
410-489-0667 BUSINESS 410--489-0668 FAX
J\I ~ ~ UTIL. ESMT. eiP ` DRAINAGE ~ ~ ~ 443-416-4209 CELL
~ \ \ ~2 12. PROPERTY DESCRIPTION:
GANS - 16.10 ACRES
~ ~ SURVEY AND DIVISION OF SINCLAIR MATTHEWS LAND MAP BOOK 7, PAGE 103
~ ` . Q~ ~ ~ ~ DEED BOOK 444, PAGE 798
DRAINAGE ~ 13. PROPOSED WATER SHALL BE SUPPLIED BY THE
COUNTY OF PAMLICO, PROPOSED FIRE HYDRANT
~ ~i ~i R ASSEMBLY SHALL BE LOCATED A MAXIMUM DISTANCE
~ / OF 500' FROM THE EXISTING WATER LINE AT STRAIGHT ROAD. SEE SHEET C-103 FOR LOCATION
PROPERTY OF ~ , '15 S'~IIRLEY I.EE TINGLE V , / ESMT. . : ~ i OF PROPOSED WATER LINE AND HYDRANT.
D.B. 238. PG. 23S ~ ~ : ' \ ~ S~ ESP 14. PROPOSED SEWER SYSTEMS SHALL BE DESIGNED
TAX ID: K07-2 ; 2 ~ ` • AND APPROVED ON INDIVIDUAL LOT BASIS.
O ~ ~ ~ ~ 10' SEWER 15. LINEAR FOOTAGE OF PROPOSED ROAD FROM
\ R CENTERLINE OF STRAIGHT ROAD TO CENTERLINE OF
ESMT. CUL-DE-SAC: 784.91 LINEAR FEET_
~ , i ~ 6. ALL INTERIOR LOT LINES SHALL HAVE A 10'
DRAINAGE AND UTIUTY EASEMENT- 5o Fer%.N ~im nr
U? ~ ~ O, Y ~ \ 11 17. P UT 18. A ALL LINES.
~i EIP 17. PROPOSED ROAD SHALL HAVE A 5' DRAINAGE AND UTILITY EASEMENT ON EACH SIDE.
~ I DNG. C L
~ i ~ / MT ~ ~ IN 19. N FE N0. 18. A 10' DRAINAGE AND UTILITY EASEMENT SHALL LIE INSIDE OF ALL EXTERIOR BOUNDARY LINES.
i1
19. NO KNOWN NCGS MONUMENT FOUND WITHIN 2000 FEET OF THIS PROPERTY.
W \ 10' SEWER ~ ~ ' I ~ EASEMENT
REVISIONS
FlLTER 5 ~ ~ ' q04 DATE DESCRIPTION
1 1 03--26-2007 PER PL. BD. COMMENTS
v y i 2 2 07-25-2007 PER LAND QUALITY COMMENTS
LEGEND
~ l;~j ~ ~~-~}1 ~ ~ ~ cor a
EPK EXISTING PK NAIL
,,,,J J ~ I UP THE CREEK SUBDIVISION ~j /v 1 w ~ ~ ~ pCA 138-11 PROJE m EIP EXISTING IRON PIPE e SIP SEf IRON PIPE DRAWN 'ROJECT MANAGER: PROJECT ENGINEER:
- ~ ~ I 1 ~ NOW OR FORMERLY GSM PAH
~ ~ ` /i 'yam W W W y ~ ~ c~u PROPERTY OF ~ : % ~ ~ ~ ~ I ~ - ~ ~ ~ ORf~NTAL BOULDER. LLC
coaNa~ , .v 5 WIDE , . , ; ~ ~ ~ 6 r D.B. 421, PG. 904 BRAWN BY: CHECKED BY:
/i~ r;', ' LEVATED ~ r tAX ID: K07-5-8 • NPS NO POINT SET NTL GSM
,I, jam`/{'~Y"~;'.. ~ ,N DATE:
i ~ ~~i R/W RIGHT OF WAY FEBRUARY ' 1; 2007
EOP EDGE OF PAVEMENT MBL MINIMUM BUILDING LINE
~ C
~ r~ 2 DUE DRAINAGE/UTILITY EASEMENT of 7 .
~ ~ ,r ~.a/t~ .~1C.~~~~'~~ ~ ~V ~L ~ W W ~',1-'` i 'iY~ i i aft EAL r 17069
x ~ ~ ~
~ W W W W ~ ~ W y W ~ W W ~ MARSH ~ Y GINrc.
~ W ~ W ~ W W~~~~ W ~ W ~ ~ W S ` Ma cc ?
W W y W ~ y \~!~\C W W W W W ZONE 1 30' RIPARIAN BU~F'ER ~ ZONE 2 20' RIPARIAN BUFFER t`~fif 111loss* ,
~f _ .,~ti-- _ =4_3__~ T_ CENTER t11VE-
~f MacCONNELL
= - - - - - - F~OF~SE~6~ NPSy' ~ F'~iq• ~~r w .v w AEC AREA OF ENVIRONMENTAL CONCERN
Associates,
- - - - - - -~Lf~ OAT O .v •.tcq N ~ .v w ~v ~v DRAINAGE AREA ~1 909 AVIATION PARKWAY, SUITE 1400
17,372.39 SQ. FT. P. 0. BOX 129
-DF`~HA~VNEt- f' ' . 0.399 ACRES MORRISVILLE, NORTH CAROLINA 27560
-.r-. - -T- ~ - - - - ors W DRAINAGE AREA #2 TEL: [phone] FAX: [phone]
126.639.89 SQ. fT. 2.907 ACRES O DRAINAGE AREA #3 U Z
0 0 OLEXA VENTURES LLC
- - - ~ APPRORIM/(TE = 7Z N~ NPS \ 0
3,127.29 SQ. FT.
. C - . ' S .ER4~RLY LINE _ - - - - 0.072 ACRES 2-
DRAINAGE AREA #4 THE PRESERVE
33,260.90 SQ. FT. 0.764 ACRES z
SUBDIVISION 0
J7' ~ - - - - - - - -
f,.- w
- ~ - w No. 2 TOWNSHIP wo
- _ w PAMLICO COUNTY, NC o
- - P MINIMUM BUILDIN SETBAGk~ w

TOPOGRAPHY SHOWN HEREON PROVIDED BY NCDOT.
SOLID OR CROSS-HATCHING INDICATES CAMA LAND DISTURBANCE. THIS PROPERTY IS LOCATED WITHIN A
FRONT ~f1' cocni e ~ c~ nn~ ~ . r,r, . .
1w 'w aFI;-vinL- rLWVU nr?L/1RU ARtA (LVNt VKUFUbhU W
DISTURBED AREA IN WATER OAK DRIVE: 39,819 SF SIDE 10' AE, BFE=7.0') PER FIRM MAPS
DISTURBED AREA IN OPEN SPACE: 29863 SF REAR 15' 3720648800) AND 3720740800), EFFECTIVE JULY 2ND, 2004. STORMWATER PLAN ~
MINIMUM FRONT SETBACK FOR LOTS LOCATED
DISTURBED AREA PER LOT (DWELLING & SEPTIC): 18,500 SF IN A CUL-DE-SAC SHALL BE WHERE THE LOT GRAPHIC SCALE: 1 100'
WIDTH IS EITHER 30' OR 60' FROM THE PROJ RIGHT-OF-WAY, WHICHEVER IS GREATER. 0 50 100 200 300 A 3 PROJECT NUMBER DRAWING NUMBER
A33502.00 OLEXA VENTURES, LLC THE PRESERVE SUBDIVISION - PAMLIC4 CO., NC A33502.00 C-106
S.\llbrary\2006\A33502 - Olexa Ventures. LI.C -Straight Road 15 acl0rawinOsV?33502 - Base Fhnal.dw9, 0-106, $/24/2007 9:59:44 AM n

i
1 I / ~ ~ COPYRIGHT 0 2007
l 1
1 1 / / ~ NOTES:
~ ~ l ~ / ~ ~ 1
s 1. SEE C-101 FOR ALL GENERAL NOTES.
~ / ~ / LOT 9 ~ UP 'ME CREEK SUBDIVISION / / - - - - ~
PCA 138-11 ~ /
~ j ~ 1 NOW OR FORMERLY ~ / / ~ \ PROPERTY OF /
i / 1' ~ ORIENTAL BOULDER. LLC / ~ ~ \
D.B. 421, PG. 904 ~ r ~ ~ TAX ID: K07-5-9 ~ ' / LO'f 8
UP THE CREEK SU@OIVI~OM PCA 13$-11
~ / / ~ / NOW OR FORMEl~LY
PROPERTY OF ORIENTAL BOULDER, LLC
~ / ~p ~ / r_ D.B. 421. PG. 904
1 ~~j~ ~ r` ~ ~ TAX ID: K07-5-8
i~
• ~ ~ ~ ~~f ~ i ~ ~ ~ ~ ~ /
~ ~ l~ ~i / ~ ~ .r ~ ~
\
~ ~ ~ 1 /
1 ~l ~ ~ ~
~ ~ ~ LOT 10 1 S' SENIER ~ ~ ~
EAS~MF.~1' ` I LOT 8 /5 ~OT 10A
~ ~ j ~
fl , -
i
TAQPIN~S 6LEEYE \ ~ ~ / ' 3 / ~ ! / ` ` ~ i lOT 9A
A~1D GATE VALVE ~ ~ ` ~ ~ 1 ~
~ ~ ~ 1 S
1 \ LOT 9 ~ ~ ~
/ ~ l 1\ \ ~
i ~ PROPOSED , ~ PROPOSEQ 2"
- . ,6 DWELLING ~0~~ ~ LOT 7
i ~ ~
~ ~ ~ 8' UTII.. I ` --J ~ESMT. l /EASEMENT ~
~ 1 ~ ~-4--~
~ ~ ~6~ ~ ~ c
~ ~ ~ DRIVE SED f, / / ~ ~ ~ ~ ~ ~
~ q ~ ~ ; . _T ~ T
/ ~ DR j~~ ~ ~ ~ ~ ~ ~ \ ~l ~ ~ 2 ~ ~r ~ 1
1 , I WATER ~ WATER UNEBM ~ ~ I/ \ ~ I~l 1~'1~ ~ ~ ~ ~ I ~ LOT 6
~ ~ ~ ~~y . ' ~ / / 15' 15 DNS. ~ ' J I J
~ \ , ~ ` ~ _ ~ ES LOT 8A ~ \
3 / ~ ~ \ ~ / ~ ~ ~ ~ ~ / ~ I SOT 5 AP X~~ ~~~,....~~i,
~ ~ ~ '4 ~
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PROPOSED 6"x6" TES 6" GATE VALVE FlLL HYDRANT 6"x4" ~ LOT 4 / REDUCER 4" GALE VALVE ~ ~ ~ ~ ~ , ~ j t ~ ~ l ~ ~ i ~ ~
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w ~ , ~ .I ~ ~ N ti . 1 ~ ~ i
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PROPO D 6" DUCTILE 04 •t1•?• 444 & Associates P', C's
IRON VAi.VE FILL HYp 6"x4" 909 AVIATION PARKWAY, SUITE 1400
P. O. BOX 129
PROPO D 6x6 MORRISVILLE, NORTH CAROLINA 27660
-5.00 y y~ TEL: [phone] FAX: [phone] U Z
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s ~'r j ~ ~ ~ r j~~- L~'~~ ~~y ~ ~ APPROXIMATE NORMAI. ~ ~ I I I I I ~ , ~ WATER LINE IS / 1 V~~ COPYRIGHT 0 2007
~ PROPOSED DRIVE (1 G`~~\ \ ~ ~ LOTS ~ ~ PRWERTY~LINE ~ ' I I I ~ I ' i ' I ' I /
l.~' NOTES:
~ ~ ~ Z. I ~ ~ I ~ 1. SEE C-101 FOR ALL GENERAL NOTES.
~ ~ PROPOSED DWELLING ~ ~ ~ . o~ ~ Z. ANY AREA THAT THE BOARDWALK IS OVER
5' ABOVE GRADE ELEVATION MUST HAVE
A HANDRAIL INSTALLED
~ \ ~ ~ ~ j ~ ~ 5~ ~
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v Q~~ Z _ O ~ ~ ~ 2 ~ 3 ~ ~ 8"~ PILINGS 07-25-2007 PER LAND QUALITY COMMENTS
n .~.....3_ _ _ . _ _ S 08-22--2007 PER CAMA COMMENTS
8 _ u ~i .._w........ _
15.00 _ _ ~ ~
M ~ _ . ..__.+8 _.~8_ Q~~o ~ ~ PROJE ~ ~ ~ PROJECT MANAGER: PROJECT ENGINEER:
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_ ~ _ _ _ d...._~ c~.... _ . _ `~y~cD~ ~ ~ ~ DRAWN RAINN BY: CHECKED BY,
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_ l ~ ~ . 61 •909 AVIATION PARKWAY, SUITE 1400
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_ 8. I . . . , _ . ~ ~ ~ ~ MORRISVILLE, NORTH CAROLINA 27560
J~~ ~ I I \ ~ TEL: [phone] FAX: [phone] V Z
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~
- ~ + l~1 ~ •
^y~ ~ - ~ ~ \ COPYRIGHT C 2007
~ ~ ~.~.;'~-r• ~i UP THE CREEK SUBDIVISION ~ ~ •
i ~ ~ ' l~ ~ PCA 138-11 LOT 6 / ~ , ~ ~ / ` ~ ; \ , ~ PROPERTY OF ~ LOT 8 •
~ ~~'~~jl ~ ~ NOW OR FORMERLY ~ / ~ . NOTESX
~ ~ I~`~~'~,~ ~ ~ ~ ORIENTAL 60ULDER, ~.LC / ~ ~ / ~ J~
e ? ~ ~ ~ i ~ r I ~ ~ D.B. 421, PG. 904 ~ ~
• ..r / \ 50' wEruwos ~ I~ ( TAX ID: K07-5-8 ~ ~ ~ ~ . ~ / \ ~ • .
r ~ ~y ~ ~ BURR J j~~-~.~ 5o wET LANDS , / ~ \ ~ - 8UF , F R
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~ ~ ' . ~ . FF R
\ ~ \ , ~ ~
o ~ ~ ~ ~ WE?IANDS LINE ~ W ~ ^ ~ / i N .
PROPOSED DRIVE • ' 2 ~ ' ~ ~ PROPOSED DRIVE WET LANDS IN I. E o ~ Cv . )DRIVE ~ ~
~ ~ TEMPORARY ~ ~ ''.-.J~- ~ / ~ - . o MP d
SEDIMENT TRAP 2 1 r _ CHANNEL ~ ~ N . ~j ~ ~ / SEDIMENT TRAP 2 ~ ~ H . N TRAP 2
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0 ~1 ~ ~ ~ 50' PRIVATE ACCESS AND ~ I o ~ ~ OPEN SPACE TO BE RETAINED ~ / ~ ~ \ BY HOMEOWNER'S ASSOC. ~ TRAP EOIDAt ~ ~ \ 1 ~ ~ I
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TAX ID: K07-2 ~ LOT 2 a
,
20.00 20.00
REVISIONS
• 15.00 15.Q0 40. DATE DESCRIPTION
1 03-26-2007 PER PL. BD. COMMENTS
2 07-25-2007 PER LAND QUALITY COMMENTS
• 10.00 10.00
DROJECT MANAGER: PROJECT ENGINEER:
GSM PAH
SEDIM NT E
)RAWN BY: CHECKED BY:
~ r 5.00 5.00 NTL GSM
DATE:
RAQ FEBRUARY 1, 2007
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III MacCONNELL
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~ . r.* •••••909 AVIATION PARKWAY, SUITE 1400
P. 0. BOX 129
MORRISVILLE, NORTH CAROLINA 27560
TEL: [phone] FAX: [phone]
-15.00 -15.00 Z
• 0 0 OL EXA VENTURES, LLC
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PROJ A3 PROJECT NUMBER DRAWING NUMBER o
A33502.00 - OLEXA VENTURES, LLC -THE PRESERVE SUBDIVISION - PAMUGO CO., NC A33502.00 C-109 ° MM
Q

COPYRIGHT 0 2007
W 2
W
8" ~ ~ NOTES:
CURB AND GUTTER
FOR SENSUS TOUCHREAD WATER ~%j~%j~ j~\%j~%j~%/ j~~~j~%`~\ / FOR USE IN PA AREAS FOR USE IN UNPAVF~D AREAS
METER. TR/PL 1.080 GAL ~\~j~j\~j\~j\~j ~j\~j`~ FlNI5HED GRADE
MODEL SR it G, S~8"X3/4" j~`/~~j/~~j/~~j IN UNPAVED AREA
4:~< ~ \y~` {QN 15X2Q) OR 1X1 (DN VALV 25) METER. ALL BRONZE TYP. ~~j~/j~//~//~ VALV£ BOX COVER z
2 r. FINISH ~ CONNECTION FROM STUB-OUT IN PA ~~j~~j~~j t0 HOUSE 9Y f~RTiFtED PIUMHING FINISHED GRADE ~
IN PAVED AREA : A
j~~~ j// CONTRACTOR OR PROPERTY pWNER
BASE BASE COURSE ~
3/4" OR 1" TYPE K CAPER CTS OR PEX
o ~ MIN. 200 PSI RA11NG \jl\/~\/~\/~\~~\ BRASS BALL VALVE W/ ~~\~~V~\~/\\~ f 6` ROUND VALVE BOX - CONCRETE
TAMPED BACKFlLL---~-~_ ~ - _ - AT 3,000 P.S.1. o ' . ' oaa - 4 .
SENSUS WATER METER W/ CONCRETE BLOCK FORD DUAL CHECK YpKE IN BASE (TYP.) _ VALVE BOX G d e ° . a . a a Vl~~ Q~X
F~tD METER OR YOKE BOX
. ` d ~ COYER TAMPED N O. ,a O
SMITH-BIAIR TAPPING SADDLE. 0/E FORD CORPORAII~i STOP 11.E W~e~7ER R1ACE ~OP~ ~IA~~IC
TO MATCH RIPE MATERIAL FEMALE 'EMALE WATE 'b 1 3 4X3 4 FORD METER YOKE BQX- LYLVP111-233-TP WATER MAIN ° 'a ' ' , < ~ a
ADAPTER THREADED do SCH 40 PVC 45' BEND. AS PER MSGR.
RECOMMENDATIONS 1 3/4"X4' BRASS NIPPLE TAMP 1 3~4" BRASS BALL VALVE TAMPED BACKFlLL T SLOCKtNG CONCRETE ENCASEMENT
1 6 ROUNp VALUE 80X SECTION At 3.000 P.S.I.
NOS CATION
1. ALL MATERIALS TO BE APPROVED BY LOCAL AND STATE AUTHORITY. 1 1 FORq DUAL CHECK YOKE- HHC81-444 NOTES:
2. SERVICE LATERAL SHALL BE TYPE K COPPER CTS~OR PEX, MIN. 200PS~ RAl1NG 3. SERVICE LA?TERf1L INSTALLAITION SHALL BE APPROVED BY LOCAL AND STATE AU1 4. PLUM6ER TO FURNISH FlTTINGS AID CONNECT TO LATERAI. STUB-OUT AT PROPE 8. WATER SERVICE LA'T'ERAL TO BE CENTERED ON LOT UNLESS OTHERWISE NOTED. 1 1"X1" FORD MATER 60X- LYL111-444-TP Al1NG PIPE. 1 1"X4" BRASS NIPPLE
1 1" BRASS BALL VALVE 1. Q.I.P. MAY BE USED FOR VALVE BOX EXTENSIONS.
?'1'E AUTHOR~'fY. 1 6" ROUND VALVE BOX 2. VALVE 80X SHOULD NOT C~VTACT WATER MAIN OR
PROPERTY UNE AS DE51GNE0. VALVE.
OTED. 3. CONCRETE PROTECTQR RING MAY BE USED IN UEU
OF ENCASEMENT IN UNPAVED AREAS.
~ WATER SERVIC D-101 NTS ?ICE LATEF~AL ASSEMBLY SLOPE AWAY ECLIPSE 85 z VALVE AND VAL~/E BOX INSTALLATION
D-101 NTS
CONCRETE BLOCKING
~NP~ ~ BLOW-OFF HYDRANT
~ EXIST. WATER MAIN R MAIN
PIPE SHALL 6f BEDDED UP TO
i SPRING LINE ANp MINIMUM 4" BELOW 80170M OF PIPE WHEN WET AREAS
• 4' } 2"~ NPT OUTLET HAN ~ i DENS BAS o a. ~ 2"~ PVC RISER PIPE ABO ARE ENCOUN'~ER~D. HAND PLACED
DENSELY COMPACTED
BA~KFlLL TO 1 FT. _ _ - - . _ . ~ ABOVE 70P OF' PIPE UNDlSTUR6ED EARTH
TAPPING SLEEVE N I 2"~ PVC INLET -p~PE= METALLIC LOCATOR TAPE O,D. SHALL BE INSTALLED FOR
BEDO SNAP BEDDED PIPE _ - - - ALL PVC WATER MAINS 18"
TAPPING VALVE WITH VALVE BOX - _ = BELOW FINISHED GRADE
NEW WATER MAIN SHAPED SUBGRADE
UNDISTURBED t;~~~!' SHAL EARTH 4" PVC ALON SHALL PROVIDE BEARING - ALONG ENTIRE LENGTH
OF P FLAT ROCKS OR 4" x 2" PVC REDUCER OF PIPE BARREL /2 PIPE O.D.
NOTE: 24" + O.b. MAX. REVISIONS
BRICKS PROVIDE (MIN.) 1.0 CUBIC YARD 12" + 0.0. MIN. N0. U0. DATE DESCRIPTION
1. TAPPING SLEEVE SHALL BE FABRICATED OF N0.57 CRUSHED STONE FOR 1 W~Al~ER MAINS 8"9b AND SMALLER 2 SHALL NAVE MINIMUM OF 3' COVER. 1 03--26--2007 PER PL. BD. COMMENTS
OF TYPE 304 S.S. AND PROVIDE A 360' DRAINAGE 2 07-25-2007 PER LAND QUALITY COMMENTS
SEAL AROUND EXISTING PIPE WITH FULL CIRCUMFERENTIAL GASKET.
WATER MAINS LARGER THAN S"d
SHALL HAVE A MINIMUM OF 3'-6" COVER.
PROJE s PIPE LAYING C~NDITlON FOR WATER LINES DRAWN 'ROJECT MANAGER: PROJECT ENGINEER:
GSM ZLE
~ TAPPING SLEEVE AND VALVE A D-101 NTS 'E ASSEMBLY 4 BLOW-OFF HYDRANT DETAIL
D-101 NTS p COAT HYDRANT BONNET AND NOZZLE CAPS D-101 NTS )RAWN BY: CHECKED BY:
AEB GSM
DATE:
FEBRUARY 1, 2007
O~ y\ C o
W/ "AL.ERT" REFLECTIVE FIRE HYDRANT PAINT S AL r
SILVER MODEL X1440 y~ 17069
1 IN's ~
NOTES: 1- G 0' . lac
L CONCRETE SHALL 8E 3.000 PSI MINIMUM. ~ B FINISHED GRADE 0 PUMPING & HOSE CONNECTIONS •`t111tiii',
EQUAL TO COUNTI' STANDAR4 dOTES:
2. CONCRETE FOR THRWST BLOCKING SHALL BE KEPT ~ FAIRLY DRYS 1HUS ~NAKIMG 7'HE CONCRETE WEDGE BREAK RING TO BE SET WITHIN 2°-4" 1, MINIMUM OF' 4 CU. FT. OF STONE MORE IF REQUIREp . too to. ;
SHAPE MORE EASILY FORMED WITH THE WIDEST / OF FINISHED GRADE C MacCONNELL to 440
PART {BLOCKING AREA} AGAINST UNDISTURBEQ VALVE BOX 2. FlRE HYDRANT SHALL BE MUELLER SUPER CENTURIAN $100# 6 000 0 49*t & .1.• •...1• Associates,
SOIL. ~ • -,-r,---, 200, AMERICAN DAtZUNG MARK 73. THE KENNEQY " 909 AVIATION PARKWAY, SUITE 1400
3. NO CONCRETE SHAD. COVER ANY BOLTS OR , ' ad o • " : 6" MIN. -i ~-i I I III=III t' BURY AS I I-I ~ ~-1 .III=III I=III-I HmRANT 7EE GU~OIAN OR WA,~ouSrna~O ,OO. P. 0. BOX 129
t~.ANDS. ` MIN. G,a ~ ~ ~ I I ~ ~ ~ I ~ ~ ~ ~ , WAIERUNE 3. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-76 MORRISVILLE, NORTH CAROLINA 27560
4. ALL FlT11NG AND ACCESSORIES TO BE WRAPPED ~ % ~ WITM 10 MIL POLYETHYLENE PRIOR TO POURING /.~/'r/i~/i SPECIFIED SEE PLANS OR CLASS 2d0 PVC AWWA 0900-89. TEL: [phone] FAX: [phone]
A A CONCRETE THRUST BLOCK " 4. 6" GATE VALVE SHALL 8E AWWA 0500-86 OPEN LEFt. U Z
BLOCKING. ~ UNDISTURBED y. 5. CONCRETE THRUST BLOgt 5HALL HAVE MINIMUM OF 6 O SQ. FT: BEARING ON SOLID BANK (MORE IF REQUIRED). O ' U
5. VOLUME OF THRUST, BLbCKING SHALL 8E AS S~~ Y~ N OLEXA VENTURES LLC 0
SHOWN ON THE THRUST BLOCKING Sd~IEDULE. CONCRETE THRUST BLOCK 6. DRAIN HOLES 5HALL BE CLEAR OF CONCRETE OR OTHER U
FLAN BENpS p ~ ~a ee~o ~ ee~ ~ ~/r era n ~/4 eerro tet quo PLAN TEES GATE VALVE p~5, •4 0.
X67 STONE FILL VALVE SHALL BE PLACED ON THE WATER MAIN SIDE OF ROAD DITCH 7. STEEL RODS AND BOLTS- SHALL BE COATED MATH TWO t THE PRESERVE
w e w e w s w e w e c 18" MIN. - 10" 9~ do LESS 4• e' ~2' s' s~ e~ e' a• s~ ~ ~ ~o` ~e• 24" MIN. ~ 12' ~ d~ GREATER (4 C.F. MIN.) COATS OF BITUMINOUS BASE PAINT ONCE INStALLED ANQ O
HYDRANT LEG TO DIP TO DIP ~4„ r~E 304 S.S. THREADED RODS TIGHT. MIN. 2 EA. PER SEGMENT SUBDIVISION
OR 8. FlRE HYDRANT BARREL SHALL BE PLUMB. co
10' 18" 14' 10' 12' 6' 1~' 6' 10' 11• 1~ 14' ~8' % PAY ITEM ' ITEM "Aqua-Grip" RINGS Ofd ROMAC
a• ,r ~ ,s~ ,r ,4• e~ ,r s~ ,r ,4• ~r ,e~ ~o- . . FIFdE HYDRANT ASSEMBL \ ALL ITEMS EXCEPT MAI t~i SSEMBLY INCLUDES GRIP RINGS MAY BE USED AT PT MAIN LINE TEE JOINTS IN LIEU OF THREADED RODS
14' 22" ta' 14' 1d' 10` 14` 10' 14' 18' 1!' 1~' 'J4' No. 2 TOWNSHIP W
,s• 3r zo- ,s~ ~s~ ,r ~e~ ,r ~e~ ,s~ ~ ao~ ~ .,~~1~ r. . P CL PAMLICO COUNTY, NC W
20' 3e" 2e' 24" te' ,e" ,s' ,r Y" ,b~ 24• 4e' /i. /i
FLAN & ,ELEV.
BEND & T'~ES PLUGS ,^^w VI W
SARA MPImM wIm"P. IN w
YYH 1 CK UM 1 AILS F
s THRUST BLOCK DETAILS, 7 STAN DAI IDARD FIRE HYDRANT ASSEMBLY
D-101 NTS D-101 NTS a
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PROJ PROJECT NUMBER DRAWING NUMBER $
A3 A33502.00 Q-101 ~ M
A33502.00 - OLEXA VENTURES, LLC THE PRESERVE SUBDIVISION - PAMLICO CO., NQ M Q

SEEDING SPECIFICATIONS 1. PERMANENT SEEDING: PERMANENT SEEDING IS REQUIRED FOR ALl AREAS DISTURBED BY CONSTRUCTION CONSTRUCTION SCHEDULE COPYRIGHT 0 2007
1. CONTRACTOR MUST COMPLY WITH REQUIREMENTS HEREIN.
EXCEPT FOR AREAS COVERED BY STRUCTURES, PAVEMENTS, ETC.
2. TEMPORARY SEEDING: TEMPORARY SEEDING IS REQUIRED FOR THOSE AREAS DISTURBED BY CONSTRUCTION 2' 2. INSTALL SILT FENCES (IF APPUCAB~E)~ AND CONSTRUCTION ENTRANCES THROUGHOUT THE PROJECT NOTES.
AND LEFT EXPOSED FOR PERIODS OF 15 DA~^5 OR MORE BEFQRE BEING BROUGHT TO FlNAI GRADE AND PERMANENTLY SEEDED, THE FACE MAIN SHALL BE SEEDED AT THE END OF EACH WORKING DAY TO g, SITE, AS SHOWN OH DRAWINGS AND AS DIRECTED BY THE CONSTRUCTION ENGINEER.
MINIMIZE CONSTRUCTION DISTURBANCE ACTIVITIES. 3. CLEAR, GRUB, AND STRIP TOPSOIL TO LIMITS REQUIRED FOR CONSTRUCTION. STOCKPILE TOPSOIL AND
*PRODUCTS: 4, SUITA6LE FILL MATERIAL IN AREAS DESIGNATED FOR STOCKPILES AND DISPQSE OF WASTE MATERfALS.
4. BEGIN EXCAVATION ANQ GRAOtNG ACTIVITIES AFTER ALL REQUIRED EROSION CONTROL MEASURES HAVE
MATERIALS: BEEN INSTALLED AND CONSTRUCTED.
1. FERTILIZER: PROVIDE 10-10-10 COMMERCIAL FERTILIZER CONFORMING TO STATUTORY REQUIREMENTS AND g' S. AREAS TO BE LEFT DORMANT FOR LONGER THAN 15 DAYS MUST BE TEMPORARILY STABILIZED WITHIN
ALL RULES AND REGULATIONS ADOPTED BY THE NOR'iH CAROLINA DEPARTMENT OF AGRICULTURE. 7 DAYS.
2. LIMESTONE: PROVIDE LIMESTONE CONFORMING TO ALL STATUTORY REQUIREMENTS AND ALL RULES AND 6' 6. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER
REGULATIONS ADOPTED 8Y THE NORTH CAROLINA DEPAR'ItiAENT OF AGRICULTURE. EACH HEAVY RUNOFF-PRODUCING RAINFALL. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY.
3. SEEING: PROVIDE SEED CONFORMING TO ALL STATUT~tY REQUIREMENTS AND ALL RULES AND 7. AFTER GROUND COVER IS WELL ESTABLISHED AND THE SITE IS STABILIZED, RETURN TO THE SITE AND
REGULATIONS ADOPTED BY THE NORTH CAROLINA DEPARTMENT OF AGRICULTURE. PROVIDE SEED MIXTURES REMOVE ALL TEMPORARY MEASURES INCLUDING SILT FENCES. DIVERSION DITCHES, ROCK CHECK DAMS, AND OTHER APPLICABLE STRUCTURES. INSTALL PERMANENT VEGETATION TO ALL AREAS QISTURBED
AS TABULATED BELOW. DELIVER SEED TO THE SITE IN ORIgNAI CONTAINERS BEARING THE APPROPRIATE GUARANTEED MIXTURES. SEED SHALL SHOW A PURITY OF NOT LESS THAN 90 PERCENT AND GERMINATION 8Y THE TEMPORARY MEASURES.
QUALITY OF NOT LESS THAN 85 'PERCENT. 8. 8. FORCE MAIN: THE FORCE MAIN SHALL BE SEEDED AT THE END OF EACH WORKING DAY TO MINIMIZE
3A. TEMPORARY MIXTURE: CONSTRUC110N DISTURBANCE ACTIVITIES.
NOTES:
A. FOR DECEMBER tat THROUGH APRIL 15th, THE MIXTURE SHALL CONSIST OF 124 Tbs./oc. RYE (GRAIN) AND SO ibs./ac. KOBE. MAINTENANCE PLAN
1. 1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES S'FIALL BE INSPECTED 1NEEKLY AND AFTER 1. GRAVEL PAD TO BE 25'-0" x 50'-0" AND 6" 11~iICK MINIMUM
B. FQR APRIL 15th THROUGH AUGUST 15th. THE MIXTURE SHALL CONSIST OF 40 Iba./ac. GERMAN MILLET. EACH HEAVY STORMWATER-PRODUCING RAINFALL ALL NEEDED REPAIRS SHALL BE MADE IMMEDIATELY 2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED.
C. FOR AUGUST 15th THROUGH DECEFABER 30th THE MIXTURE SHALL CONSIST OF 120 Tbs./ac. RYE TO PREVENT FURTHER DAMAGE AND EROSION. STRUCTURES THAT WILL BE MAINTAINED WILL INCLUDE: 3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL
(GRAIN). CONSTRUCTION ENTRANCE/EXIT: INSPECT CONSTRUC110N ROAD SURFACE REGULARLY. MaINTAiN IN A CONSTRUCTION VEHICLES.
3B. PERMANENT MIXTURE: CONDITION TO PREVENT SEDIMENT FROM LEAVING 'i~iE SITE, AND TOP-DRESS WHEN NEEDED. SEDIMENT TRANSPORTED TO PUBLIC ROADS SHALL BE REMOVED DAILY.
4. Mt1ST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOP DRESSING WITH STONE SHlU1. BE
A. THE PERMANENT SEED MIXTURE FOR GENERAL AREAS SHALL CONSIST OF MINIMUM RATE OF 50 Tbs./ac. SILT FENCE (IF APPLICABLE): ANY FABRIC WHICH COLLAPSES, TEARS, DECOMPOSES OR BECOMES NECESSARY.
PpVSACOLA BAHIAGRASS, 80 Tbs./ac. SERICA LESPEDEZA. 10 Iba./oc. COMMON BERMUDAGRASS, AND 10 Tbs./ac. GERMAN MILLET. THE BEST SEEDING DATES FOR THIS MIXTURE ARE FROM APRIL tst TO INEFFECTIVE WILL 8E REPLACED IMMEDIATELY. REMOVE SEDIMENT pEPOSITS BEHIND FENCE WHEN SEDIMENT ACCUMULATES TO 6 {NCHES. 5. ANY MATERIAL DEPOSITED ONTO 'i1~lE ROAD MUST BE CLEANED UP IMMEDIATELY.
JULY 15th.
STOgCPILES: STOCKPILES SHALL BE CHECKED FOR SEDIMENTATION AND -STABILIZATION. 6. APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. FREQUENT CHECKS AND TIMELY MAINTENANCE OF THIS DEVICE MUST BE PROVIDED.
B. OTHER MIXTURES: OTHER MIXTURES AS APPROVED ~2 RECOMMENDED BY THE SOIL CONSERVATION SERVICE OR THE NORTH CAROLINA AGRICULTURAL EXTENSION OFFICE MAY BE USED. 4. MULCH: MULCH ALL SEEDED AREAS, EXCEPT WHERE JUTE MESH IS REQUIRED AND DURINQ PERMANENT SEEDING. FERIIUZING~ AND MULCHING: SEEDED AREAS SHALL BE INSPECTED FOR FAILURE AND
NECESSARY REPAIRS SHALL BE MADE WITHIN THE SAME SEASON IF POSSIBLE.
SEEDING. USE UNDAMAGED, AIR-DRIED. fiHRESHED SMALL GRAIN STRAW FREE OF UNDESIRABLE VYEED SEED. 2' ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING. BY ROVING OR THROUGH USE OF A MULCH ANCHORING TOOL. 5. JUTE MESH: USE JUTE MESH, EXCELSIOR MATTING. OR OTHER EFFECTIVE LINING MATERIAL ON SEEDED AREAS VMiERE SLOPE IS STEEPER 2:1 (H/y~.SUCH AS WITH GRASS-LINED CHANNELS. USE VUaVEN JUTE YARN WEIGHING APPROXIMATELY 90 Ib~. PEA 100 sq. yds. AND HAVING 0.75-INCH ~ENINCiS. 2. THE /WGLE FOR t3RADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE
RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSl~V CONTROL DEVICES OR STRUC'NRES.
IN ANY EVEMT~ SLOPES LEFT EXP03Ep WILL, WITHIN 21 CALENDAR DAYS OF COMpl.ET1pN OF ANY PHASE OF GRADING, BE PLANTED OR pYFIERyYISE PROVIDED WITH TEMPORARY g20UND COVER DEVICES
OR STRUCTURES SUFFlCIENT TO RESTRAIN EROSION. PERMANENT GROUND COVER SHALL 8E PROVIDED '
FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS.
'~'EXECU110N TOTAL DISTURBED AREAi 1.13 AC.
1. FOLLOW PROCEDURES SET FORTH 1N THE PUBLICATION "GUIDE FOR SEDIMENT CONTROL ON CONSTRUCTION
SITES IN NOR1H CAROLINA" BY THE SOIL CONSERVATION SERVICE OF THE UNITED STATES DEPARTMENT OF
AGRIWLTURE. AND AS SPECIFIED HEREIN. COARSE AGGREGATE ~ r 2" - 3" ~
2. SPREAD A MINIMUM OF FOUR (4) INCHES OF TOP SOIL OVER ALL DISTURBED AREAS TO THE FlNISHEO
GRADE. c~
3. REMOVE ALL g2ASS AND WEEDS AHD SHAPE THE OVERALL AREA TO EVEN OUT HIGH AND LOW SPOTS. ro
4. SCARIFY SOIL TO A DEPTH OF THREE (3) INCHES AND WORK INTO A SATISFACTORY SEED BED 8Y DISKING OR THROUGH THE USE OF CULIIPACKERS~ HARROWS. DRAGS, OR OTHER APPROVED MEANS.
2 TEMPORARY CONSTRUCTIQN ENTRANCE
5. 1HE PREPARA110N OUTLINED ABOVE SHALL NOT 8E DONE WHEN THE SOIL IS FROZEN. WET, ~ OTHERWISE D-102 SCALE: NTS
IN AN UNFAV~tABLE CONDITION.
6. BEGIN AND COMPLETE SEEDING OPERATIONS, AS OUTLINED BELOW. AS SOON AS POSSIBLE AFTER FINAL OR
INTERMEDIATE GRADING IS COMPLETED.
7. DISTRIBUTE LIME AND FERTILIZER, AS REQUIRED, UNIFORMLY OVER THE SEED BEO. HARROW RAKE OR
OTHERWISE WORK THESE ADDI110NS INTO THE SEED BEO.
8. DISTRIBUTE SEED UNIFORMLY OVER THE ESTABLISHED SEED BED. LIGHTLY RAKE THE SURFACE OF THE SEED
BED IN ORDER TO COVER SEED TO A MAXIMUM DEPTH OF 0.25 INCH.
9. COMPACT 1NE SEED BED WITH AN APPROVED ROLL OR DRAG AFTER COVERING TFtE SEED. i
10. NO LIME. FERTILIZER, OR SEED SHALL BE APPLIED DURING A STRONG WIND, WHEN THE SOIL IS WE7, OR
WHEN THE SOIL tS 01NERWISE UNWORKABLE. SHOULD RAIN FOLLOW SEEDING BEFORE ROLLING IS INITIATED. THE SEED BED SHALL NOT BE ROLLED. ,
3. ~ ~~i / ~ % 3: REVISIONS
11. NO RIP-RAP IS TO BE PLACED ALONG THE BANKS OF NEW FlLL. MAINTAIN THE AREA AND REPAIR ANY EROSION DAMAGE UN11L A PERMANENT GROUND COVER IS ESTABLISHED. USE MULCH OR MESH AS N0. N0. DATE DESCRIPTION
REQUIRED. 1 1 03-26--2007 PER PL. BD. COMMENTS
APPLICATION 2
2 07-251-2007 PER LAND QUALITY COMMENTS
'[EMPORARY SEEDIAIG~ FOR DEGF~BER 1 st THRQ~~ Al~-~ ~cT ~ ~~h•
1. APPLY LIME ACCORDING TO THE SOIL TESTS OR AT A RATE OF 2000 Tbs./ac. BEF~E SEEDING.
5. MiN•~ PROJE 1.5' PROJECT MANAGER: PROJECT ENGINEER:
2. APPLY FERTILIZER ACCORDING TO THE SOIL TESTS OR AT A RATE OF 750 Tbs./ac. FLAT TRAPEZOIDAL DITCH 1 DETAIL ~'`~4~ GSM PAH
3. SEED THE SEED BED MATH THE SPEGFIED SEED MIXTURE AT THE SPECIFIED RATE FOR THE RECOMMENDED D-102 NOT TO SCALE X SEDIMENT TRAP DRAWN
PLANTING SEASON. 1800 CU. FT/ACRE ~ ~ CRITERIA SAP DRAWN BY: CHECKED BY:
4. APPLY GRAIN STRAW AT A RATE OF 4000 Tbs./ac. OR PROVIDE EQUIVALENT COVER QF ANOTHER SUITABLE ti~ ~ TST ~y1 TST ~2 NTL GSM
COVER. MULCH SHALT. BE ANCHORED IN A SUITABLE WAY. VIAiERE JUTE MESH IS REQUIRED, APPLY THE _jf~~~ I l~~
PRODUCT ACC~tDING TO THE MANUFACTURER'S RECQMMENDATIONS AND ANCHOR WITH S1EEL HAIRPIN-SHAPED WIRE STAPLES. ~ :1T_i, ~ ~I 11= i _I I I;~ NOTES: -III= ~ DISTURBED AREA (ACRES) 0.51 0.51 ~--I I I;~T 1TI- - _ _ DATE:
11T i I 1,=1TI=ITI-I 11=III=~=ff I-1T-i~=1_TI=1 I i--_~T_I,.nl_TI,~TI 11Tf.-1T="' " FEBRUARY to 2007
S. REFERTIUZE SEED BED IF GROWTH IS NOT FULLY ADEQUATf~ AS DETERMINED BY 'fHE ENGINEER. RE-SEED. T-••'-~ 'r ~ n--~•• DESIGN FLOW QP 10.24 (C.F.S.) 4.57 270
FERRIIUZE, AND MULCH ALL DAMAGED. BARE. AND ERODED AREAS IMMEDIATELY AND UNTIL A SUITABLE COVER IS ESTABLISHED. CROSS SECTION Fl~~ FABRIC C o
TEMPORARY SEFDING~ ~nQ ei u~ to ~ g{h THROUGH D c~'uR~ ~n+ti• Eg; MINIMUM TRAP VOLUME (C.F.) 1836 1.836
1. IJSE FOR DR 2 EAR7N BE~,1 ~ FOR DRAINAGE AREAS NOT EXCEEDING 8 (FlN~ ACRES. 7
1. APPLY LIME ACCORDING TO THE SOIL TESTS OR AT A RAPE OF 2000 Tbs./ac. BEFORE SEEDING. SPEpF1CAlIONS ~1CAlIONS, SHALL ~ ST11BIU2ED W/ LNG ACCORDING TO TOYYN Q MINIMUM SURFACE AREA (S.F.) 2~gQ5 ~~~~g EAL r' =
2. APPLY FERTILIZER ACCORDING TO THE SOIL TESTS OR AT A RATE OF 1000 Tbs./oc. SETTLEMEMT F~ ' G7 17069 c '00 * 1-4
MINIMUM WEIR LENGTH (FEES 10.0 10.0 ~'~,9~Q~
3. SEED THE SEED BED WITH THE SPECIFIED SEED MIXTURE AT THE SPECIFlED RATE FOR THE RECOMMENDED 4' MIN. ~ ~_~i ~ ~ T ~Vy/ ~ y/ MINIMUM DEPTH (FEET'} 0.67 0.67 , ~ s• 14a c GO
PLANTING SEASON. _,i~_~~ b7 rrrirrrrrr
4. APPLY GRAIN STRAW AT A RATE OF 4000 ibs./oc. OR PROVIDE EQUIVALENT COVER OF ANOTHER SUITABLE I I i~ 11~=
COVER. MULCH SHALL BE SUITABLY ANCHORED. WHERE JUTE MESH IS REQUIRED, APPLY THE PROpUCT ACCORDING TO THE MANUFACTURER'S RECOMMENDA110NS AND ANCHOR WITH STEEL HAIRPIN-SHAPED WIRE ^I 1= - MAXIMUM DEPTH (FEE't~ 2.0 4.0 III=' set
STAPLES. III I I- 2' ~ SIDE SLOPE MAX 00 MacCONNELL
5. REFERTILIZE SEED BED IF GROWTH IS NOT FULLY ADEQUATE. AS DETERMINED BY 1'HE ENGINEER. RE-SEED. ~-I I I~ ~ I I-I 11=11 I-I i -III-1 ~ I-1 I I_= EMERGENCY MINIMUM LENGTH (FEET) 63 48 • to* a
FERTIIIZE~ AND MULCM ALL DAMAGED, BARE. AND ERODED AREAS IMMEDIATELY AND UN11L A SUITABLE ~ FlL7ER ,r_ ~ I~ MAINTENANCE r-- -III=III=III- BY P~^S ~ I- =~I I-f; ~ I ~ 6" BELOW Associates P. C* •
COVER IS ESTABLISHED. .III- -1~ _ 1.1 SIDE SLOPE AX ~~D TOP MINIMUM WIDTH (FEET) 32 24 909 AVIATION PARKWAY, SUITE 1400
P_ER~IANENT SEE9ING: APPL1Gp?!nN pP LIAAE- FERrLIZEe can ern u~ emu. ' --1 I I ..III-1 f1-'' ' OF D~ P. 0. BOX 129 MORRISVILLE, NORTH CAROLINA 27560
3' MIN. TEL: [phone] FAX: [phone]
1. WHERE ANEAT /IPPEARANCE IS DESIRED. OMIT SERICEA. . U z
2. USE COMMON 6ERMUDAg2ASS ONLY ON ISOLATED SITES WHERE IT CANNOT BECOME A PEST. STONE SECTION _ O NCE •
BERMUDAGRASS MAY BE REPLACED MATH STbs./ac. CENTIPEDEGRASS. 1 OLEXA VENTURES, LLC w U 0
3. SOIL AMENDMENTS: APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 3000 Iba./ac. /~~i\~~~ n~ 3• 1. INSPECT TEMP 1.5' 4.5' 1,5' TO IT5 ORIGINAL T TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP U
GROUND AGRICULTURAL LIMESTONE AND 500 Iba./ac. 10-10-10 FERTILIZER. THE SEDIMENT TH FACING. tIGINAL DIMEWSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEP1N OF 1HE TRgp, pLgCE LENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL a a
4. SEEfl THE SEED BED WITH THE SPECIFlED SEED MIXTURE AT THE SPEgFIED RATE DURING RECOMMENDED 1 THE PRESERVE
PLANTING SEASONS, iF GRADING IS COMPLET~p AT TIMES OTHER THAN THE RECOMMENDED SEASON. 2. CHEgC THE 51 ENSURE IT IS A EMBANKMENT T0 3. STABILIZE THE THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODIC~L.~Y CHECK 'fH~ DEPTH OF THE SPILLWAY TO ~ IS A MINIMUM OF 1.S FT. BELOW 1HE LOW POINT OF THE EMBANKMENT. IMMEbiATELY FlLL ANY SETTLEMENT OF THE 0
PROVIDE TEMPORARY SEEDING OR OTHER EROSION AND SEDIMENTA110N PROTECTION APPROVED 8Y THE ENGINEER UNTtt THE APPROPRIATE PLANTING SEASON 9EGINS. .NT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. SUBDIVISION s
IMMEDIATELY AF1 ~ FLAT TRAPEZOIDAL DITCH 2 DETAIL 3 S D-102 NOT TO SCALE ZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP LY AF1ER CONSTRUCTION WITH SEEDING. 0 m
5. MULCH: APPLY 4000 Tbs./ac. GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH.
ANCHOR BY TACKING ASPHALT ROVING, OR NETT'!NG OR BY CRIMPING WITH A MULCH ANCH~ING TOOL. A DISC WITH BLADES SET NEARLY STRAIGHT MAY BE USED AS A MULCH ANCHORING TOOL.
SEDIMENT TRAP DETAIL P NOT TO SCALE No. 2 TOWNSHIP W
6. MAINTENANCE: REFERTILIZE THE FOLLOIMNG APRIL WITH 50 Iba./ac. NITROGEN. REPEAT AS GROWTH REQUIRES. MOW ONLY ONCE PER YEAR. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND MOW D-102 NO a PAMLICO
AS OFTEN AS NEEDED. COUNTY, NC w
SEDIMENT AND
ERO EROSION CONTROL DETAILS ~
f
PROJE PROJECT NUMBER DRAWING NUMBER g
A33502.00 - OLEXA VENTURES, LLC THE PRESERVE SUBDIVISION - PAMUCO CO., NC
A31 A33502.00 D-102 ~
a

COPYRIGHT 0 2007
NOTES:
~ FLAT TRAPEZOIDAL DITCH 3 DETAIL ?I L DIM. CRIl'ERIA ~ ~
D-103 NOT TO SCALE BYPASS SOW DIVERSION PRETREATMENT UNDERDRAIN WATER I~JAUTY VOLUME (ft3) g~305 ~ • VEGETATED SIDE SLOPES SHALL BE NO STEEPER THAN 3:1
WATER QUALITY VOLUME ADJ.(ft3) 2,497
STRUC'NRE SEDIMENTAl10N gyp' ~~-ECT10N SYSTEM CHAMBER FIIfiER BEO MAXIMUM HEAD (ft) 2 2. SAND MEDIA SHALL BE A MINIMUM
OF 18 DEEP (MINIMUM 12 ABOVE AVERAGE HEAD {ft) 1 DRAINAGE PIPES).
~ _ _ _ A LENGIH OF SEDIMENTA110N CHAMBER (ft) g2 3, 'T}~E MEDIA IN THE SAND FINER
A B WIDTH OF SEOIMENTATiON CHAMBER (ft) 12 SHALL sE CLEANED, WASHED.
C DEP'~H OF SEDIMENTATION CHAMBER (ft) 2 COURSE MASONRY SAND SUCH AS
,1+ ••A, OU'~FLOW AS1M C33. THE SAND PARTICLES D LENGTH OF SAND FlLTER (ft) 52 SFIALi. BE LESS THAN 2mm
c ~unru nr sewn ru Bern is.~ AVERAGE DIAM~TFR_
~ ~~w~r~ yr .~n~~v rn.ict~ \~y ~L r
~~~4 F DEPTH OF SAND FlLTER (ft) 2 4. A MINIMUM OF 4 ROWS OF -
VERFLOW DIAMETER OF FLOW DIVERSION STRUCTURE (In) 18 PERFORATIONS SHALL BE
A SPILLWAY PROVIDED AROUND THE DIAMETER G LENGTH OF 10 YEAR OVERFLOW WEIR (ft) 1 OF THE PIPE AND THE
- - - PERFORATIONS SHALL BE PLACED 6 INCHES IN CENTER VMTHIN EACH i
A p ROW FOFt THE ENTIRE LENGTH OF
EACH LATERAL. PERFORA710NS
sx uwpn~ SHALL 8E 3/8" IN DIAMETEf2 REVISIONS
5. ALL PIPING WITHIN THE N0. NO. DATE DESCRIPTION
MINIMUM P~,N VIEW UNOERDRAIN SYSTEM SHALL HAVE ~ A MINIMUM SLOPE OF 1~ ANp ~
~ ~ ~ ~ SHALL 8E CONSTRUCTED OF 1 03-26-2007 PER PL. BD. COMMENTS
f- FLOW DIVERSION FlLTER FABRIC SCHEDULE 40 OR SDR 35 SM007H 2 WALL PNC PIPE. 2 07- 25- 2007 PER LAND QUALITY COMMENTS
NOTE: SEE TABLE STRUCTURE 1. ~.1~
FOR DIMEN510NS Y I T INFLOW 6. FlITER FABRIC SHAD. BE A WOVEN
FILTER 6ED D ~1 - - - - - OVERFLOW ' ` GEOTEXIILE 8Y MiRAFl OR EQUAL SPILLWAY N SAND MEDIA
Q~ Q CRIlER1A E~ ~ T=III 1T~.--III 1~1 ~ ~ WAIER uAUnr PROJE -11 ~ 111_111-11 our~ow PROJECT MANAGER: PROJECT ENGINEER:
CONDUIT SYMBOL CU-1 ;U-1 =1T[-TTI-T7T-~ PRETREATbIENT - =T III- -r GSM P AH
Q~ OQ CULVERT SIZE (IN.) 18 1T(_I -l (1= I I-1I FILTER FABRIC DRAWN DRAWN BY: CHECKED BY.
DESIGN FLOW QP 10.24 (C.F.S.~ 0.865 .865 ~-iTf-i I I-i i I-i I I J I I_I I ICI I I-I i~ -j~~- ~ 1T( I 7 ~f ITI-ITI-T.~T -11~-II 1~ II L-1~ ~-1 ~ ~ UNDERDRAIN ~-~1T i i-r~ r I .I N TL GSM
O OCR OG> ~ 030 of sTOriE (Fr.) ~.o ~~I ~ ' I I ~ ~ i I I ~ WASHED X87 STONE
(4" PERFORATED SCHpULE 40 DATE:
~ ~O~CQ C~ ~ a ~ ~ IRON ~cni (Fr.) ~ o Ci ~Q O UPSTREAM APRON WIDTH (FT.) 4.5 4.5 COLLECTION SYSTEM OR SDR SMOOTH WALL P1/C) FEBRUARY 1. 2007
pQ Q~~'",?_~ Q~ a DOWNSTREAM APRON WfDTH (FT. 11.3 11.5
p ~ ~Q ~ Q ~~p MAXIMUM STONE DIAMETER (FT.) 1.0 1.0 PROFlLE VIEW • SECTION A-A
O O a U Q Q APR~i 1NIgCNESS (FT.) 2.0 2.0 ,.•p
~Q Fll1ER NECESSARY NO NO V` r ~ . f 0 7 s
EAL r
n 17069
~.p I, 100 , ~y GINS
~ ENERGY DISSIPATOR AND SGHEDULE ~E 3 STORMWATER SAND FIL D-103 NOT TO SCALE LTER
D-103 NOT TO SCALE . g
• MacCONNELL
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& Associates
909 AVIATION PARKWAY, SUITE 1400
P. O, BOX 129 MORRISVILLE, NORTH CAROLINA 27560
TEL: [phone] FAX: [phone]
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OLEXA w U VENTURES, LLC O 0
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No. 2 TOWNSHIP cn w
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PRO A3 PROJECT NUMBER DRAWING NUMBER g
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A33502.00 D-103
A33502.00 - OIEXA VENTURES, LLC - THE PRESERVE SUBDIVISION ~ PAMUCO CO.. NC a