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NO. REVISIONS DATE m^ Ozb DRAWN BY. T.A.S.
SHEET.' 1
SITE TECHNOLOGIES, INC. Southerbys DESIGNED BY.• T.A.S.
. Land Planning & Landscape Architecture Preliminary Subdivision an
P.o.soX 1612 Oxford, NC 27565 DutchvilleTownsh?p, Granville ounty, North OF. 8 North Carolina DATE: 8/29/00
lel hr NC 27624 SCALE: HMZONTAL• 1"-100 -
- ~ ~ 919-693-292 For: Landmark Securities, LL C, P.O.Box 99325, Raleigh, NC g JOB NUMBER: 0010

_ Ref. D, B. 227 - 181
SANITARY LIFT STATION
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~ 7 15,681 ~ ~ w
21 N ~ • L ' f ~ 8,63 6 . ~ ~,i44 o N _ 00
r ~ l ~ ~ ups ~;v ~ ~ ",a9~ ~ r c ~ ,982 c ~ u r~` ~ K r Q "1 e ~ 2 ! 9. _
v S ~ w f. 227 - 181 ?7 - 181
~ - POTENTIAL WETLAND ~j. 4
-NOT DELINEATED ~ - ' ~
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ZONE 1 RIPARIAN BUFFER - sod ~ ~ ~ ~ ~ A~ Gt2G, ~
30 EACH SIDE OF EXISTING cJ A G~ 2~
- DETAIL "r STREAM CHANNEL SEE ~ j 75 1 _ r FOR RESTRICTION 20, S 6,499 SHEET ?
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ti y ~ a - `~i ~ ~ ~ ~ ; ~ 19,8 . 4 - 4 2 0
, ry ~ 4 Ref, D, B, 617 - 343 ~ ~
~ v: ~ ~I ~ r ZONE 2 RIPARIAN BUFFER ~ 1~4 G
_ - s~ . OF EXISTING ~ 50 EACH SIDE ~ 19,663
TREAM CHANNEL -SEE DETAIL 23 ' ,_1 S Now or Forrnerl ~ Y
SHEET FOR RESTRICTION ~r ~ , , _
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g?~ - - - - l _ ~ _ . ~ ~ Ref, D, B, 227 - 181
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~ ;fir ~ ,0~a _ ~ 4 r ~ x ~ ~ ~ ? ZONING DATA r~ rn ~ CURRENT ZONING: R-3
348. ~ ~ ~ ~ MINIMUM lOT SIZE: 14,52p S.~ MINIMUM LCT WIDTH, 75 FT
- r- ~ - - '~x rARD REQUIREMENTS: FRONT YARD. 30 F'
,i42..~ SIDE YARD: t 0 FT
® y ,J44.1 x ~ REAR YARD: 25 FT.
c _ SUBDIVISION DATk
~ ~ - TOTAL ACREAGE IN TRACT. 30.9460 aGRES ACREAGE IN PARKS AND RECREA'ION AREAS. O OG Ai,RES
TOTAL NUMBER OF PARCELS CREATEC 54 ACREAGE IN SMALLEST LOT 14,7'.' S.F.
LINEAR FEET IN STREETS: 2,836.56 ~.F,
J STORMWA?ER CONTROL
h i~~ wns t v e o u c ON SITE STORMWATER CONTROL ~hAiL BE B~ MEANS Of ~NF'~~TRAT!ON i /1 1HROUGH UNDISTURBED VEGETATED AREAS AND '~~,~EL SPREAuERS a~~~
V ~ VEGETATION NOT DISTURBED BY CONSTRUCTION SHOWN OR REGuIRED Bi HOME CONSTRUCTION AND UNOSCAP!NG SNAL: BEEF" ~,NDISTi~RBEC.
S 72° 56` 88' W Ref, P, B. 22 - 17
76.37' OWNER: UNDMARK SECURITIES, INC. 9'9-59-~95~
1671 HAVES ROAD CREEDMOOR, NC 27522
0 I V SURVE1bR:
~ ~ , JAMES R. WILSON SURVEYING 919-`28-3184
P.O. BOX 455 CREEDMOOR, NC 27522
~ ~ tANORf,APE ARCMrtECi LAND PUWNER;
c~tJ ~ fv SITE TECHNOLOGI S, INC. 919-693-292'
P.O. BOX tfit2 I OXFORD, NC 27565
Gorden Pond SEWEI! ANO WATER ENONrEER:
Ref, P, B. 9 - z65 HENRY R. DERR 919-693-4556 at9 COLLEGE STREET
OXFORD, NC 27565
I
Now
REVISIONS DATE EMI BY. TA-9#.
r P CT O EPON REMOV.D ROM ROJE ANC ER SION ROL DE iCES REVISED PER PRELIM. REVIEWS. 8/18; 00
- a i ' ' K3NED BY,• TAS. r imr Subdivision an SHEET.
- * . Lw?d ,n lands Architecbu+e YS
u c vi s owns Granville County, No r 1 ~ North Carolina ~ AAl'E: 1/29/00 OF: 7
3~ P.0 12 ord 27565 Hwy , f ArAmLAM&n NC 27624 HORIZONTAL' 1••1 ar
For. Landmark Sec LC P.. Box 99325 R NC coo JOB NUMBER: 0010

i
/r 4" WIDE WH i ~~4" WIDE WHITE EDGE LINE
30.0' 225.0' DEPARTURE TAPE ! / /
4" WIDE WHITE ~ ~ i
k" w'~DE ~EL~CW DIAGONAL ~ Mi i- KIP W ~ i 8" WIDE YEL ',ONES C~ a~ ~nnDING - N S ~ E ~ 2 0' LINES ®45 8" WIDE YELLOW DIAGONAL 4" WIDE DOoBLE YELLOW LINES ®45' SPACING CENTER ONES
i \
- - - - ~ I 100 - - - - - - - ~ I
I 34.0 10
- - - - - - - - - 1 - - - - - - - R 1 0'
NEw NEW PAVEMENT MARKING LINES TO BE PAINTED
,p' wlTl 4" vrIDE WHITE EDGE .INE ~ PAV WITH PAlN7 AND GLASS BEADS PER SECTION 920 PAVEMENT MARKING LINES AND S'~M80LS, OF THE
a" wICE ~G~,;BLE ~ EL~ow _ STA CENTER LINES STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
225.0' APPROACH TAPE 150.0' 8AY TAPE 0.0' STORAGE 225.0' APPROACH At• .0' APPROACH AND DEPARTURE TAPER
- "55.0'
REMOVE ALL EXISTING PAVEMENT MARKINGS IN THE ~~AREA OF PAVEMENT WIDENING PER SECTION 922:
REMOVAL OF PAVEMENT MARKINGS, OF THE STANDARD SPE!'i~ICAT'~ONS FOR ROADS AND STRUCTURES.
SEE PLAN AND PROFILE SHEETS FOR
NEW ROAD PAVEMENT SPECIFlCATION ARMOR DITCHLINE WITH CL.'8' RIPRAP 10' WIDE, 22" THK. TO BTM. OF GRADE
T,S.B, 1
CULVERT 1 60 L.F. OF N . SIZE: 24'L X 12'W k 2'D , WEIR LENGTH; 4'
/ 18" R.C.P. 0 3.33 81.0 ~ - -
1+~~ IPRAP ENERGY DISSAPATOR CL. '8' RIPRAP
'X70' ~ Y SIGHT TR LE ~ , w 0~ SIZE: 6'W X 2'L X 22"' THK. ?
( N I ~ GlE ~IGIE XTEyD EXI INC 7,4" RCP j "
I ~ .0' APER CULVERT 2 - MATCM EX1STI LINT: AND RADE
5 I I AA LACE' ANp CAMP FILE TO PROVIDE FULL
346 I S1i0ULDER S&CTI AND 3:1 SLOPE TO TOE
348 SILT f`EN E -
1 30.0'
_225.0'. DEPARTIJRf , • ~ ~ ~ 3
~ ~ I, - R30.0' ~ ~ - - ' -
_
- - - / EXISTING HWY. AVE.: P4' WIDE
- EXISTING HWY. AVE.: 24' WIDE _ _ _ - - - - - - - - - - - - - - - - - - A EW 0 WAD IOENING 2-- 1-0'-bRHES-~-2=PAVES 3H6titDER3-~ChF Sll?l~ 4- I NING PAVEM T -rt0`-tANfS~~ PAVfD"SMOt1t11ERSEACfi~SID V 0 WAD OE
- -SEE CROSS SECTIC SPEED LIMT: 45 ~IPH 1 .E CROSS SECTION FOR ICKNESS SPEED UM . 45 MPH ~ I
~ ~ 0, _
~ ~ ~ ~ ~ ~
~ ~
2ZS.0''MPROACH T 130.0' 8AY TAPER - D.0' STORAGE A S.0' APPRWVCN N i.0' APPROACH AND RE T ~
-
~ EYGVE AND REPLbCE EXISTING ® NING
CONCRETE DRIVEWAY APRON N I ~ ~
I
r
3
~ ~
0' --~I
34.0' ~ (MAX. WIDTH Of TRAVELWAY~
SEEDING SCHEDULE NOTE;
SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1} 17.0' - 17.0' 6' b
SURVEY -TOPOGRAPHIC AND BOUNDARY INFORMATION FROM SURVEY DRAWN 8Y JAMES R. WILSON, REGISTERED LAND SURVEYOR. i OR. 24~+~- EXI T. TRAVELWAY----,
DATA NOT SHOWN -FOR ALL DATA NOT SHOWN, SEE APPLICABLE CONTRACT DOCUMENTS. L JCIES
Aug 15 -Novi Tali fescue 300 Ibs-/acre 3 MEASUREMENTS -CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY LANDSCAPE ARCHITECT IF DISCREPANCIES Nov 1 - Mar 1 tan fescue 300 Ibs./acre ARE FOUND.
& Abruzn rye 4 EXISTING UTILITY DATA -EXISTING UTILITY DATA 15 NOT SHOWN, CONTACT NOTH CAROLINA ONE CALL CENTER (NCOCC) 1-800-632-4949 Mar -Apr 15 Tall fescue 300 Ibs./acre TO HAVE UTILITIES LOCATED PRIOR TO BEGINNING ANY EXCAVATIONS CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL -632-4949 ~L
Apr 15 -Jun 30 Hulled Common Burmudagrass 25 Ibs./acre UTILITIES AND BE RESPONSIBLE FOR DAMAGE TO SAME.
Sul i - Aug 15 Toll fescue dnd 125 lbs. acre 5 THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR CONSTRUCTION SHOWN ON THESE PLANS. •••Browntop Miilei 35 lbs. acre 6 ALL CONSTRUCTION SHALL BE TO THE CURRENT STANDARDS OF THE CITY OF CREEDMOOR AND THE STATE OF NORTH CAROLINA, DEPT. A, DEPT. 1 4" FT. 1 4",FT. 1 FT. 4; i ~ _1 ice.,
•'•or Sorghum-Sudan Hybrids 30 Ibs./acre OF TRANSPORTATION. 7 THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES, ACTMTIES, AND BARRICADES FOR THE PROTECTION ION ~ 2' MAX
SLOPES (31 - 2:1) OF THE PUBLIC AND THE SITE. 8 THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PREVENT EROSION AND OFFSITE SEDIMENTATION, SEE SEEDBED PREPARATION, AND )N, AND ~'~`P~ \
SEEDING SCHEDULE. SEED ALL DISTURBED AREAS IMMEDIAIELV UPON COMPLETION OF FINAL GRADING. TY ICAL PAVEMENT SECTION:
Mor 1 -Jun 1 Sencea Lespede:a (scc~.fled) 50 Ibs./acre ' HD5 BITUMINOUS CONCRETE SURFACE COURSE
S'Mar 1 -Apr 15j Add toll fescue 120 Ibs./acre ' HDB BITUMINOUS CONCRETE LEVELING COURSE ~ ' HB BITUMINOUS CONCRETE BASE COURSE i
(Mar I -Jun 30) Or add weeping Lovegrass r0 Ibs./acre SEEDBED PREPARATION ;Mar 1 - gun 1) Or add Hulled Common Burmudagrass 25 Ibs./acre ~y
gun I - Sep 1 •""Tall fescue and 120 lbs. acre "'Browntop Mulet 35 Ibs_ acre 1. Chisel compacted areas and spread topsoil 4 inches deep over adverse soil condiiions, if avolloble,
'•*or Sorghum-5udar Hybnds 30 Ibs./acre Sep I -Mor I Sericeo lespedeza (unhulled, unscar'rfied} 120 Ibs./sue 2. rip the entire area io 6 inches deep.
& Tau fescue 120 Ibs./acre 3. Remove all loose rock, roots, and other obsiruttrons leaving surface resonobly smooth and unform. (Nov t -Mor 10 Add Abruzzi rye 25 Ibs./acre 4. Apply agricultural lime, fertilizer, and superphosphate uniformly and mi>t with soil (see below•0. 0 0 0 I
5. Continue tillage until a well-pulverized,firm, resonobly uniform seedbed is prepared 4 to 6 inches deep.
Consult Conservation engineer or soil Conservaton Service for additional ;nfo~mation concerning other alternatives 6. Seed on o freshly prepared seedbed and cover' seed lightly with seeding equipment or culfpack after far vegetation of denuded areas. The above vegetation rates a those which de well under local conditions; oche seeding.
seeding rate camb~not~ons are passible. Mulch immediately after seeding and anchor mulch with asphalt emulsion tack or by crimping straw mulch Into surface of soil with o set of theca eel straight.
Temporary - Reseec according to optimum season for desired permanent vegetation. Do not allow temporary 8 Inspect all seeded areas and make necessary repairs ar reseedings within the planting season, if possible. cover to grow over 1'_ ~ncney In height before muwing, otherwise fescue may be shaded out. If stand should be over 60% damaged, reestablish following original lime, fertilizer, and seeding rates.
9 Consult conservation inspector on maintenance treatment and fertilization after permanent cover a established.
• Apply. Agricultural Limestone - 2 tone/acre (3 tons/acre in clay soils) Fertiiizec - 1,000 Ibs./acre - 10-10-10
Superphosphate - 500 Ibs./acre - 20% Mulch - 2 tons/acre -small groin straw - IN IN
Anchor - Asphalt Emulsion - 300 gal./acre
NO. REVISIONS DATE DAWN BY.• T.A.S.
N V M PROJECT ^N EROSION ~ R P W 8/18/00 SITE TECHNOLOGIES, INC. SoutherbY,s SHEET. 6 DESIGNED BY: TAS.
z LETTER OF 10/6/00 10/16/00 c Land Planning & Landscape Architecture i - e urn Lane w a
P.o.eox 1612 Oxford, NC 27565 Hwy 56, DutchvilleTownship, Granville County, Not r7ty, North Carolina OF. 7 DATE. si~ioo
f~,~, WOES 919-693-2927 For: Landmark Securities, LLC, P.O.Box 99325, Raleigh, NC '6i h NC 27624 9 ~ SCALE: t_+o JOB NUMBER: 0010