20110189 Ver 1_Site Plan_20110224

1
~ ~ NORTH CAROLINA
PLANNING DEPARTMENT DEPARTMENT OF TRANSPORTATION
TOWN OF YANCEYVILLE NCDOT -DISTRICT THREE Sheet No: Sheet Title
P.O. BOX 727 920 MONTGOMERY STREET
YANCEYVILLE, NC 27379 REIDSVILLE, 27323 C-01 COVER SHEET
(336)-694-5431 TEL [phone] TEL
SV-1 ALTA-AGSM LAND TITLE SURVEY
CONTACT: HAYNES M. BRIGMAN CONTACT: DAVID HARRILL
C-03 SITE PLAN
C-04 GRADING AND DRAINAGE PLAN
N
UTILITY RESPONSIBILITY MATRIX FOR THIS PROJECT W E s
UTILITY/ GOVERNING
AGENCIES CONTACTS CONTRACTOR RESPONSIBILITY- OTHERS RESPONSIBILITY- ~
TELEPHONE EMBARQ -COORDINATE CONSTRUCTION ACTMTIES WITH TELEPHONE COMPANY -TELEPHONE COMPANY WILL PROVIDE AND ~ TO ENSURE INSTALLATION OF UNDERGROUND LINES ARE COMPLETED INSTALL ALL TELEPHONE CABLES FROM THE ~ ~
(600)-766-6272 TEL PRIOR TO ASPHALT OR CURB PLACEMENT POINT OF CONNECTION UP TO THE BUILDING p -ANY RELOCATION OF EXISTING WILL BE DONE ~ ~
-PROVIDE AND INSTALL 2-4" SCHEDULE 40 PVC CONDUITS WITH PULL ROPES, INCLUDING ALL TRENCHING AND BACKFILLING, FROM BY THE TELEPHONE COMPANY J=
THE RISER POLE UP TO THE BUILDING u. -PROVIDE AND INSTALL PULL BOXES AS PER TELEPHONE COMPANY
REQUIREMENTS
ELECTRIC PROGRESS ENERGY -COORDINATE CONSTRUCTION ACTMTIES WITH ELECTRIC COMPANY TO -ELECTRIC COMPANY WILL PROVIDE AND P.O. BOX 2041 ENSURE INSTALLATION OF UNDERGROUND LINES ARE COMPLETED INSTALL ALL MATERIALS NEEDED TO ESTABLISH NC HIGHW
RALEIGH, NC PRIOR TO ASPHALT OR CURB PLACEMENT PRIMARY OVERHEAD SERVICE FROM POINT OF AY 86 -PROVIDE AND INSTALL 2-4" SCHEDULE 40 PVC CONDUITS WITH PULL CONNECTION AT THE EXISTING LINE UP TO ~0
_ _ ROPES, INCLUDING TRENCHING AND BACKFILLING, FOR THE THE TRANSFORMER ~ SITE ~ [phone] TEL Q'
TO DTHE TORANSFORMER.NSCHEDULE 601 PI~VC CONDUITSESHALI~L BE USEDP ON -ELECTRIC COMPANY WILL PROVIDE AND y~ ,po INSTALL PRIMARY CABLE FOR ALL ~ F,
THE RISER POLE AND RIGID METAL, LONG RADIUS, ELBOWS SHALL BE UNDERGROUND LINES UP TO THE ~ USED WHERE THE UNDERGROUND PORTION MEETS THE RISER POLE AND TRANSFORMER ~ ~
TRANSFORMER -ANY RELOCATION OF EXISTING LINES OR V P~~ -CONSTRUCT TRANSFORMER PAD AS PER THE ELECTRIC COMPANY'S POLES WILL BE PERFORMED BY THE ~
SPECIFICATIONS ELECTRIC COMPANY MAIN SIRE -PROVIDE AND INSTALL ALL SECONDARY SERVICE AND MATERIALS Ej
SANITARY SEWER TOWN OF YANCEYVILLE -PROVIDE AND INSTALL SANITARY SEWER LINES AND ASSOCIATED
TOWN HALL APPURTENANCES PER THE PLANS AND SPECIFCATIONS
156 E. CHURCH STREET -COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER OF YANCEYVILLE, NC RECORD AND GRANVILLE COUNTY PER THE SPECIFICATIONS ~J
(336)-694-5431 TEL Q~
WATER TOWN OF YANCEYVILLE -PROVIDE AND INSTALL ALL WATER MAINS AND ASSOCIATED APPURTENANCES
TOWN HALL PER THE PLANS AND SPECIFlCATION 1 156 E. CHURCH STREET -ALL PUBLIC AND PRIVATE WATER MAINS SHALL BE C-900 PVC, DR14
YANCEYVILLE, NC CLASS 200, UNLESS OTHERWISE NOTED. -ALL PORTIONS OF THE FIRE PROTECTION WATER SYSTEM SHALL BE
(336)-694-5431 TEL INSTALLED BY A LICENSED FlRE SPRINKLER CONTRACTOR SITE LOCATION MAP
-ALL PORTIONS OF OTHER NON FlRE PROTECTION RELATED LINES MAY BE INSTALLED BY THE PLUMBING CONTRACTOR NOT TO SCALE
-COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER OF RECORD AND THE TOWN OF YANCEYVILLE PER THE SPECIFICATIONS
-RELOS TO BE COORDINATED WITH THE TOWN OF YANCEYNLLE.
CABLE N COMCAST CABLE
N TE . (668)-683-1000 TEL
THE SITEWORK FOR THE CLIENT'S PORTION OF THIS PROJECT SHALL MEET OR EXCEED THE REQUIREMENTS OUTLINED HEREIN. :MENTS
ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE ~E
COMPANIES SHALL BE PERFORMED PRIOR TO THE ANNOUNCED BUILDING POSSESSION AND THE FINAL .L
CONNECTIONS OF SERVICES.
ATTENTION IS DRAWN TO THE FACT THAT THE SCALE OF THESE DRAWINGS MAY HAVE BEEN DISTORTED ;TED
DURING THE REPRODUCTION PROCESS.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT SENT
OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WA5 PREPARED. BRED.
REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND
ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND N AND
ASSOCIATES, INC. 3
W
0
U O
d BEFORE YOU DIG
SURVEYOR: ENGINEER: SINEER: STOP
JAMES MAUNEY & ASSOCIATES, P.A. KIMLEY-HORN AND A' Y-HORN AND ASSOCIATES, INC.
3 6405 WILKINSON BLVD., SUITE 11 4651 CHARLOTTE PAF CHARLOTTE PARK DRIUE CALL 1 800 632-4949
~ BELMONT, NC 28012 SUITE 300 I 340 N C. ONE-CALL CENTER
o [phone] TEL CHARLOTTE, NC 2821 _OTTE, NC 28217 iT s THE LAw
® [phone] FAX [phone] TEL [phone] TEL
SITE 704 333-0845 FAX ( ) 333-0845 FAX
CONTACT: JAMES CAMERON, P.L.S.
} CONTACT: AUSTIN L. ACT: AUSTIN L. WATTS, P.E. (NC)
a RALDgi •
d
v d N ~K NOTE
I cHaRLOT~ THE PRESENCE OF ROCK
iENCE OF ROCK (AS DEFINED IN THE SITEWORK
y SPECIFICATION) SHOULD I ~TION) SHOULD BE ANTICIPATED ON THIS
PROJECT. CONTRACTORS CONTRACTORS BID SHALL INCLUDE
CONSIDERATION FOR ADD PREPARED BY: A110N FOR ADDRESSING THIS ITEM.
GROUNDV\ n LO LO KimleymHorn THE PRESENCE OF GROUI )UNDWATER NOTE REV. DATE REVISIONS PAGES
FENCE OF GROUNDWATER SHOULD BE FNOTFOR IT SET DATE FILE NUMBER SHEET NUMBER TOTAL SHEETS
ANTICIPATED ON THIS PR FED ON THIS PROJECT. CONTRACTORS BID IMINARY
° CLUDE CONSIDERATION FOR ADDRESSING THIS ONSTRUCT ION 02-16-11 015476140 C-01 04
and Associates, Inc. SHALL INCLUDE CONSIDEF ~ ITEM. COPYRIGHT ® 2011
i Y NC LICENSE #F-0102 KIMLEY-HORN AND ASSOCIATES, INC.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-1 ON BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

LEGAL D~SCRIR~ION
~~o~ ca`'~~
~o~
icy ~5 \G~~P Wal-Mart Real Estate Business Trust
~ yc ~ 5.327 Acres
y, cy~ o Sherwood Drive (North Carolina Highway 86 North)
4fy~ 9y 'y 96, ~ Yanceyville, NC
~T4, SITE J' F~ REF NC GRID (SPC 83) That certain tract or parcel of land situated, lying and being in the Town of Yanceyville, Caswell County, North Carolina, and being
more particulazly described as follows:
WALL °rr BEGINNING at a new iron rod on the westerly margin of the right-of--way of Sherwood Drive (North Cazolina Highway 86 North -
STREET i 7TH AVENUE o ~ 150-foot publicright-of--way), said iron being the southeasterly comer of the SWM Yanceyville LLC property as described in Deed Book 470, Page 984 of the Caswell County Public Registry, said iron being furthermore located South 53° 1751" West, a distance of
z 150.15 feet from an existing iron rod on the easterly margin of the rightaf--way of Sherwood Drive at the northerly comer of Tract 2 as
shown on the plat of the Ear] Watlington Jr., et al property as recorded in Map Book 12, Page 223 of said Registry, and runs thence
vICINITV MAP , M, TURNER SMV YANCEYVILLE LLC S N from said BEGINNING point with the westerly margin oftheright-of--way of Sherwood Drive South 39° 18'03" East, a distance of
(NOT TO SCALE) DB 532, PG 444 DB 470, PG 98 CORPORATION i 253.45 feet to an existing iron rod at the northwesterly corner of the Meadowview Apartments LLC property as described in Deed ~ ~ Book 216, Page 90 of said Registry; thence with the westerly line of the Meadowview Apartments LLC property South 00° 18'36"
TAX PIN: 899608891210 LOT C, BRIAN CENTER MANAGEMENT MB 10, PG 621 East, a distance of 316.42 feet to an existing iron pipe at the comer of the M. H. Radford property as described in Deed Book 85, Page 274 of said Registry; thence with Radford's northerly line South 48°04'49" West, a distance of 307.26 feet to and existing iron pipe at
TAX PIN: 899608798768 m~ the southeasterly comer of the Yanceyville First Baptist Church property as described in Deed Book 133, Page 479 of said Registry;
thence with the line of the Yanceyville First Baptist Church property, and continuing along the line of the S. S. Schivley property as described in Deed Book 490, Page 526 of said Registry, North 32°43'18" West, a distance of 204.77 feet to an existing iron and at the
m M ~ T M p°p' ° M ~ ~ ~ m corner of the J. B. Maser property as described in Deed Book 390, Page 305 of said Registry; thence with Moser's line North
o ~ ~~iM N 53'1618" E 107.60 (R) " ~ ~e ~ ^o ~ m m vi x x< I ox ~ g ~ 47°58'00" West, a distance of 179.42 feet to an existing iron pipe in the line of the J. C. Carroll property as described in Deed Book
a m N m ~ " ei~e a =vl ~m t a I ~x mx m $ ~x ~ ~ ~ ~ N~ N 3° 7 51 x I I I I 425, Page 756 of said Registry; thence with Carroll's line, and continuing along the line of the C. W. Shumate property as described in Deed Book 286, Page 573 of said Registry, North 40°02'04" West, a distance of 152.31 feet to an existing iron pipe in the southerly
10 " I x x I INV. / / x ~ " CLA a / ~ / 94.0 1 7. 5 SSB Y LINE I = ~ ? M $ line of the S. M. Turner property as described in Deed Book 532, Page 444 of said Registry; thence with Turner's southerly line North
o N 1' '18' E 2. 2' M -TIE) a N 751 16" 404. 5' (R) \ m ~ _ N 52°4744" East, passing an existing iron pipe at 48.70 feet, for a total distance of 404.89 feet to an existing iron rod at a corner of the
IN= " ~ SWM Yanceyville LLC property as described in Deed Book 470, Page 984 of said Registry; thence with the line of the SWM 93.25 o N ~ ~ Yanceyville LLC property North 53°1751" East, a distance of 107.05 feet to the point and place of BEGINNING; containing 232,032
W ~ N 2° 7 4 E 04.9 M) ~ x ~ ~ " " _ - a 48.1 ~ ( " m 356.19' (M) n xn'• m ~ ° n rr ~ i J ~ ~ W _ square feet or 5.327 acres, mare or less, as shown on a survey by James Mauney & Associates, P.A, dated January 21, 2011, bearing
N 53' 1751 " E ~ File Number F687, and being all of Tract 1 as shown on the plat of the Eazl Watlington, Jr., et al properly as recorded in Map Book 12, v m x ~ < "x 150,15' (M -TIE Page 223 of the Caswell County Public Registry.
a / M ~ 15' SIDE SETBACK (ZONING) ~ ~ I WWO,
/ / / x % r ~ a x / O a ; ~ a
x ~ ~ a /
x~ ~ w ' m " I ~I ~~l I W ~ WILSON PROPERTIES, INC. I ~ / DB 348, PG 82
N _ _ I TRACT 2, EARL WATllNGTON, JR. ET AL
.Ki ~ N N " n N m m n co • x x x x a maw N MB 12, PG 223 N ' TAX PIN: 899608896246
C, SHUMATE N o ~ x x W x x x ~ a~ r w.~
86 PG 573 = ~x ~o ~ o a " ~ o DB 2 ~ tp ~ ~ ~ ~ ~ w
MB it, PG 1223 3 ~ o ~ x
IN: 899608880924 0, p ° ~ x ~ x "x TAX P ~ ~ ~ N ~ '~ryI 1 I O
~ ~ ~ ~ h ~ M 0X I\ x y ~e~, W o~x tv ~ N I x
Z O ~ "x e V N "x I>>I O I
I % M X O + W Z i0 1 0l ~ b ~~~~\f
x ,o % _ N ~ W
C \ ~ I ~N
a "x a ~ ~ m ~ ~ ~ ~ w n ~ N
m x m o, x ~ w \ ~ ~ ~ `~f N . • ~ N N
N W \ 0-' N ~ ax \ x ~ .Z~1 O
J. C. CARROLL - M ~ ~ • ~ ~ ~ _ _ 0 I~ ~ ~
PG 756 f ~W -4 DB 425, " n M M ~ n of ' MB 13, PG 34 Mx ~ m m m
886 x-" ~ ^x m ~ ~ ~ " ~ TAX PIN: 899608880 ~ 1 x ~ ~1" / M / ~ ~ x U L fj0 ~'~n ~ N ~ ~ N
vi m / ~ ~ "inf\\ ~ s~l~\Y S N ~ I ~ ~a
v, ri m v x x " m e< ~y~ ~i V ~i o 1~ Q~ n\ I ~ U~
m N N 'n ~ l ~Q ~ ~ N IN Q N /gp I ~ m
I a x d ~ \ 1~ f ~ ~ ~ m~ IN a w oz
m " x ~ n ro m n a ~e ry e.. x "x O ~ ~ " x e' ° N N Y x Q cl ~ N ry ~ % N I'~ ~ ~ W ~x I v W % ~
TEXT LEGEND mx ~ ~ O " ~ x ~9ti~
CB -CATCH BASIN ~ ~ ~ ~N ° h
CMP -CORRUGATED METAL PIPE CPP -CORRUGATED PLASTIC PIPE ~ b~ " ~ ~ ; ~mw I I~ Z ~
CO -CLEAN ODi M ~ N ~ " DB -DEED BOOK ~ " x " z W
DI -DROP INLET J, B, MOSER ~ ~ ~ a ~ ~ a ~ ~
DIP -DUCTILE IRON PIPE ' ECM -EXISTING CONCRETE MONUMENT DB 390, PG 305 3 ~ o ~ Nx W ~ o g g (n/~~ ~ ~ r t~i awzF~l m m I ~ ~ o
EIP -EXISTING IRON PIPE MB 11, PG 90 p o ~x "x ' "x x EIR -EXISTING IRON ROD TAX PIN: 899608883602 ~ ~ ~ „ ~X X o
FES -FLARED END SECTION ~ ~ „ • „x
FH - FlRE HYDRANT 2 N GW -GUY WIRE ~ ~ ~ x ~ /
LP _LIGHi POLE / m" x " ~ ~ I a ° ALFA Acs LAND TITLE s~RV~~
(M) MEASURED ~ ~ / MB -MAP BOOK m ~ " I~ o /
NCGS -NORTH CAROLINA GEODETIC SURVEY ~ ~x mX x \ NIR -NEW IRON ROD ~ ~ ~ ~ - w
" \ ~ \ PB -PLAT BOOK x ~ " \ N ~ ~ FOR
PM -POWER METER m I a ~ ~ POB -POINT OF BEGINNING ~ W N " ~ x I ~ WAL-MART REAL ESTATE BUSINESS TRUST NN
PP -POWER POLE ~ - m x ~ / x z" z m \ N ~ ~ x PG -PAGE _ _ w I m ~ ~ m I x ~ ~ w = x xx
- m m I x / "x c R RECORDED I o ~ SHERWOOD DRIVE (NC HIGHWAY 86 NORTH)
R/W -RIGHT-OF-WAY ° ° w RCP -REINFORCED CONCRETE PIPE 1 ~ ~'x-~ YANCEYVILLE, CASWELL COUNTY, NC I TAX PIN: 899608894033
SDMH -STORM DRNN MANHOLE ~ ~ a I REFERENCE DEED BOOK 348, PAGE 82
SSMH - SANffARY SEWER MANHOLE 1 \ W SSV -SANITARY SEWER VALVE w a REFERENCE TRACT 1, EARL WATLINGTON JR., ET AL PROPERTY, MAP BOOK 12, PAGE 223
S .FT. - UARE FEET \ I BX - WATER BOX Y x ~ ~x
S, S. SCHIVI,E WM -WATER METER " ~ ooo WV -WATER VALVE DB 490, PG 526 2 1 / g
TAX PIN: 899608882731 ^ W TOTAL AREA: 232,032 SQ. FT. OR 5.327 ACRES
~ Z m ° LINE TYPE LEGEND: s ~x ~ 3 ~I
ti~ y y PROPERTY LINE i~ ~ m •OJ 1' ~j
PROPERTY LINE (NOT SURVEYED) - - • - - ~ - - • - - • - ~ ` ~ W RIGHT OF WAY O ~ ~ o `7o c~--3 I ~ T0: WAL-MART REAL ESTATE BUSINESS TRUST
RIGHT-OF-WAY (NOT SURVEYED) - - - - ~ ~ ~ ~ - ~ ~ - ~ ~ ~ o ~ ~ THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2011
EASEMENT - - - - - - ~ 4 Qc~o~O _ ° SETBACK ~ ~ ~ ~ o N Q"o.~co MINIMUM STANDARD DETAII, REQiIREMENTS FOR ALTAIACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1-6, 8,11,13, aad 16-19 OF TABLE "A" THEREOF. THE FIELD WORK WAS COMPLETED ON JANUARY 20,
CABLE N UNE T T T ~ ~ N 4 ti~ ~°j FIBER OPTIC LINE FO FO FO ~ ~ ~ 2011.
GAS LINE G G G o~ 0 Q DATE OF PLAT OR MAP: JANUARY 21, 2011.
POWER UNE E E E a~ o ~P} POWER UNE (UNDERGROUND) UE UE UE 3 d' W THIS IS TO CERTIFY THAT ON THE 21 DAY OF JANUARY, 2011 AN ACTUAL SURVEY WAS MADE UNDER MY SUPERVISION OF THE PROPERTY SHOWN ON THIS PLAT, AND THAT THE BOUNDARY LINES AND IIvIPROVEMENTS IP ANY, ARE AS SHOWN HEREON. THIS PLAT
SANffARY SEWER PIPE SS SS SS e o ~ SD SD SD 'o ~ 0 0 ~ MEETS THE IvIINIMUM STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA, BOARD RULE .1600 (21 NCAC 56) AND THE
STORM DRNN PIPE a ~ o ~ w TELEPHONE LINE T T T RATIO OP PRECISION DOES NOT EXCEED AN ERROR OF CLOSURE OF ONE (1) FOOT PER 11,000 FEET OF PERIIvIETER SURVEYED NOR 20 SECONDS TIMES THE SQUARE ROOT OF Tl~ ER OF ANGLES TURNED.
TELEPHONE LINE (UNDERGROUND) UT UT UT "N' Z ~ TREES/WOODLINE Z
WATER LINE W W W SIGNED: J]~d-~~
FENCE x x ILLE FIRST BAPTIST CHURCH YANCEYV w ~ AMES P. CAMERON - PLS N0: L-3665
DB 133, PG 479 MB 5, PG 36 ~ a I
AX PIN: 899608883602 _ _ - - a T "
K ZONINL ~ ~ = 15' SIDE SETBAC~ a. ~ w
o SCHEDULE B ~ SECTION 2 EXCER~IONS
x U Z_ ` ~7
a Qp+ M u6'~,~OoI~ W ~ (yy~~) ,9z ~ ~ NOTES: TES: NOTES CORRESPONDING TO SCHEDULE B, SECTION 2 EXCEPTIONS
POSSIBLE ENCROACHMENTS: _ . • - (a) ,oa•co~ rA "c9,co.9ti s i 1. THIS MAP REPRESEI HIS MAP REPRESENTS A SURVEY OF AN EXISTING PARCEL OF LAND. TITLE INSURANCE COMPANY
THE ITEMS LISTED BELOW ARE POSSIBLE _ ~ ~ N 2. ALL DISTANCES SHO ENCROACHMENTS BASED ON VISUAL OBSERVATION o 3. AT THE TIME OF TH LL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES. TITLE COMMITMENT NUMBER: T THE TIME OF THE SURVEY THERE WAS NO EVIDENCE FOUND OF ANY CEMETERIES OR BURIAL GROUNDS.
THAT SHOULD BE LEGALLY REVIEWED: M H, gADFORD o 4. AT THE TIME OF TH T THE TIME OF THIS SURVEY, THERE WAS NO EVIDENCE OF EARTH MOVING WORK AND OR CONSTRUCTION. EFFECTIVE DATE: T THE TIME OF THIS SURVEY, THE UNDERSIGNED SURVEYOR WAS NOT AWARE OF ANY CHANGES IN STREET
PG 274 ~ 5. AT THE TIME OF TH DB 85, o RIGHT-OF-WAY LINE IGHT-aF-wAY LINES (coMPLETED oR PROPOSED). NO TITLE COMMITMENT PROVIDED AS OF DATE OF SURVEY
1. 24" STORM DRAINAGE LINE CROSSING PROPERTY TAX plN: 899608884693 ~W ~ ~ 6. AT THE TIME OF TH FROM SHERWOOD DRIVE ~Q• I ~ $ SANITARY LANDFILL. T THE TIME OF THIS SURVEY, THERE WAS NO EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP, OR ANITARY LANDFILL.
7. THIS SURVEY WAS f W ~ z ASSOCIATES, P.A. DI HIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE COMMITMENT REPORT. JAMES MAUNEY & SSOCIATES, P.A. DOES NOT CLAIM THAT ALL MATTERS OF RECORD WHICH MAY OR MAY NOT AFFECT THE
M U UBJECT PROPERTY ARE SHOWN HEREON.
h~ ~ o SUBJECT PROPERTY 8. BEARINGS SHOWN 0 ~N ~ 9. ELEVATIONS SHOWN EARINGS SHOWN ON THIS SURVEY ARE REFERENCED TO NORTH CAROLINA GRID (SPC 83). LEVATIONS SHOWN ON THIS MAP ARE BASED ON NORTH CAROLINA GEODETIC SURVEY MONUMENT "CREDIT",
Q ~ ~ ~ W ~ rn~ o a ~ o ELEVATION=620.11 LEVATION=620.11'.
w ~oNM%~ 10. THIS SURVEY IS INT BO 40 0 40 BO p~~ `r ~ o ~ o. ~w ARE HEREBY IMPLIE HIS SURVEY IS INTENDED ONLY FOR THE NAMED PARTY OR PARTIES AS SHOWN HEREON, NO WARRANTIES RE HEREBY IMPLIED OR GRANTED TO ANY OTHER PARTY FOR ANY PURPOSE.
ITE TILITY TAT ' ° Q o" ~ m 11. UTILITY LOCATING SE IJ C.UN C ~ lp c' m rn ~ ~ 0 12. THE SURVEYED PRO TILITY LOCATING SERVICE: NC ONE CALL 1-800-632-4949 HE SURVEYED PROPERTY IS ZONED: H-B (HIGHWAY BUSINESS)
POWER: PROGRESSENERGY ~ i i iJ W" THE FOLLOWII THE FOLLOWING RESTRICTIONS AFFECT THE PROPERTY PER THE YANCEYVILLE TOWN CODE:
SCALE IN FEET [phone] MIN. LOT AREA: NONE
1"=40' GAS: PSNCENERGY MIN. LOT ARE 1-800-450-9159 MIN. LOT WID MIN. LOT WIDTH: 100' AT BUILDING LINE
q 7 ~T MAX. BUILDINI TELEPHONE: EMBARQ ~ R~ V I s I ®1 V s MIN. FRONT MAX. BUILDING AREA: NONE MIN. FRONT SETBACK: 15' ~IIIIIIIIIII!
' - f MIIV. Nur- ~t WATER: TOWN OFYANCEYVILLE JANUARY 27, 2011 - TO CORRECT INVERTS ON MIN. REAR SE MIN. REAR SETBACK: 20' ~n R °
FLOOD CERTIFICATION [phone] SANITARY SEWER MANHOLE IN SHERWOOD DR. MAX. BLDG. F MAX. BLDG. HEIGHT: 40' p¢°°'ESSI°°°°t
THIS IS TO CERTIFY THAT THE SUBJECTPROPERTY IS NOT SEWER: TOWN OFYANCEYVILLE & TO ADD ADDITIONAL SANITARY SEWER REQUIRED PAI REQUIRED PARKING: 1 SPACE PER 200 SQ. FT. GROSS FLOOR AREA (RETAIL USE) ~0 4 9 09
LOCATED INASPECIALFLOOD HAZARDAREA ACCORDINGTO [phone] MANHOLE ON SHERWOOD DR. THECURRENTFLOODINSURANCERATE MAP. CABLE TV.- COMCAST CABLE JANUARY 31, 2011 - TO SHOW APPROXIMATE PLANNING CO PLANNING CONTACT: HAYNES BRIGMAN, YANCEYVILLE TOWN MANAGER [phone] - ° SEAL o = JAMES MAUNEY & ASSOCIATES, P.A. SSIONaL r L-3665 ao _ PROFESSIONAL LAND SURVEYORS
C0MMUNITY1TANEL: 370641 8996 J 1-888-683-1000 LOCATION OF ADDITIONAL SEWER MANHOLE ON ZONING COMF 67 0-..o . 6405 WILKINSON BLVD., SUITE 11, BELMONT, NC 28012 URVEY ZONING COMPLIANCE AND/OR RESTRICTIONS BASED ON CURRENT OR PLANNED USE MUST BE TEL: [phone] -FAX: [phone]
EFFECTIVEDATE: SEPTEMBER 28, 2007 SHERWOOD DR. AND APPROXIMATE INVERT PER VERIFIED BY PLANS. FLOOD ZONE: X VERIFIED BY ZONING OFFICIALS. 0LICENSE NO. C-2373 gtss Q°'
CREW DRAWN [EVISED SCALE DATE JOB FILE 0
SS JC 1"=40' 01/21/2011 4715 F687

1 2 3 4 5 6 7 8 9
_ w Ex-R
EX RO EX-ROW SITE NOTES:
EX-Row LEGEN EX-ROW LEGEND 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. -
o - EX-ROW 3 O1 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, Klmiey-Horn
PROPOSED B r U PROPOSED BUILDING SLOPE PANNG, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY
ENTRANCE LOCATIONS. and Associates, ~nC
m RTIi - - NO I Y 86 PROPERTY LI HWA HIG NC IVE DR OOD E ERW PROPERTY LINE NC LICENSE ~-0102 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND 4851 CHARLOTTE PARK DRIVE
SH ~~o' Pueuc ~ OF GRASS IS ESTABLISHED. SUITE 300 CHARLOTTE, NORTH CAROIJNA 28217
IrlB 12, PG 223 11 PROPOSED P REFERENCE PROPOSED PARKING SPACES 4. ALL DIMENSIONS AND RADII ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. PHONE: [phone] FAX: [phone] A
5. EXISTING STRUCTURES VNTHIN CONSTRUC110N LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ~
_
N ° ~ ' ~ CC PROPOSED C PROPOSED CART CORRAL ALL COST SHALL BE INCLUDED IN BASE BID.
N N 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT
PROPOSED H ~ o PROPOSED HEAVY DUTY ASPHALT PAVEMENT NOT IJMITED TO, ALL UTILITIES, STORM DRAINAGE, 9GNS, TRAFFIC SIGNALS, AND POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES OR OWNER REQUIREMENTS AND PROJECT SITE WORK
~ PROPOSED H SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. ] PROPOSED HEAVY DUTY CONCRETE (AT WASTE RECEPTACLE)
~a 7. SITE BOUNDARY, TOPOGRAPHY, UTILTY AND ROAD INFORMATION TAKEN FROM A SURVEY BY A LAND SURVEYOR. (SEE
E o . ~ s: PROPOSED SI PROPOSED SIDEWALK COVER SHEET)
ARCHITECTUR . ARCHITECTURAL CONCRETE B. THE OWNER 9TE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC SPECIFICATIONS°.
(REFER TO A J C. (REFER TO ARCH PLANS) 9. REFER TO ARCH/MEP PLANS FOR STE LIGHTING ELECTRICAL PLAN.
T 10. ALL CLIENT GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FlNAL UTILITIES, AND FlNAL GRADING) BY THE
R OWNER PARKING DATA MILESTONE DATE IN THE PROJECT DOCUMENTS.
~3 N OWNER E OWNER EXPRESS (GROSS) APPROX 14,869 S.F. 11. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING AND P E R M I T S ET
STANDAR p~ P STANDARD SPACES 72 SPACES SPECIAL EXCAVATION MEASURES REQUIRED TO MEET O.S.H.A., FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO PRELIMINARY
~IbtY .~IW~Y ACCESSIE P T CART CO ACCESSIBLE SPACES 3 SPACES THE INSTALLATION OF THE WORK INDICATED ON THESE DRAWINGS. THE CEC ACCEPTS NO RESPONSIBILITY FOR THE NOT FOR CONSTRUCTION CART CORRAL 1 SPACES DESIGN(S) TO INSTALL SAID ITEMS.
_ TOTAL P~ TOTAL PARKING 75 SPACES g
EX-ROW RATIO RAT10 5.04/1,000 SF. 12. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION.
' " E 253.45' EX-ROW S 39°18 03 -ROW EX-Row 13. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND CEC ANY DISCREPANgES FOUND BETWEEN THE
EX-ROW 12.D' _ C CODE REQUIRED PARKING DATA ACTUAL FlELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO
- - \ - - - - - - ~ \ OWNER E PROCEEDING. OWNER EXPRESS APPROX 14,869 S.F.
- - _ - - - - 12:0' STANDAR STANDARD SPACES 73 SPACES 14. REFER TO THE C-04 -GRADING PLAN AND C-05 -UTILITY PLAN FOR EASEMENT LOCATIONS.
' SETBACK ZONING) r 15 FRONT ( ACCESSIE ACCESSIBLE SPACES 2 SPACES
U 120' ~ TOTAL P. RATIO TOTAL PARKING 75 SPACES RAT10 5.0/1,000 SF. SITE KEY
0 36.0'. ~ \ ~ I \ MEADOWVIEW APARTMENTS LTD.
o ~ DB 216, PG 90 6" WIDE FlRE LANE STRIPING PAINTED TRAFFlC RED W/ °NO PARKING FlRE LANE" PAINTED
I TAX PIN: 899608889566 OWNER PARCEL DATAO WITH 4" HIGH WHITE LETTERING AT 25~ O.C. - (SEE DETAIL SHEET)
~ x TT R> > T ~ PARCEL PARCEL PIN N0. 899608894033 ©NOT USED.
N ~ \ TAX REC ~ \ TAX RECORD 1002.00.03.0023.0000
FLOOD M ~ X ~ ~ ANY POF FLOOD MAP NUMBER 3710899600) ©NOT USED. ANY PORTION OF SITE IN FLOODPLAIN? NO
z E P ZONING ZONING H-B ~
PROPOSED LIFT STATION LOCATION 4'i . \ S OD NOT USED. Z
x S PP 25.0' N ~ 00. 0
~ o T \ ~By 16 of NOT USED, j
SMV YANCEYNLLE LLC ~ DB 410, PG 984 LOT C, H JJ ~ ~j CONCRETE JOINTS AND FlLLERS TO BE INSTALLED PER THE CONCRETE JOINT DETAILS (TYPICAL ~ C
BRIAN CENTER R ~ ~ eg , \ 2 OO OF ALL EXTERIOR CONCRETE EXCLU5IVE OF ARCHITECTURAL CONCRETE) (5EE DETAIL SHEET).
MANAGEMENT CORPORATION Z 6 Z 6 \ MB 10, PG 621 EXIT PORCH. - (SEE ARCHITECTURAL PLANS) FOR EXACT SIZE, LOCATION FOR STOOPS, w © STAIRS AND/OR RAMPS THAT MAY BE REQ'D. RAMP PAVEMENT FLUSH WITH TOP OF STOOP. Q
TAX PIN: 899608798768 0
OH 6"0 PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE. - (SEE DETAIL SHEET)
R 7
T T \ - START 0 AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS FOR EXACT SIZE C I AND LOCATION FOR COORDINATION WITH CIVIL PLANS. Z
63.D' 63.0' 63.0'
19.0' (TYP.) O 4" WIDE x 105' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES. SPACED 10' O.C. CENTERED ON DOCK DOORS.
ii u u \ OK NOT USED.
I 9.0' (TYP) \ © CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL POWER
~ 25' TYP L~ ( ) COMPANY FOR DETAILS.
PP 9.0' (TYP) R p START ACCESSIBLE PARKING SPACE TYPICAL SEE DETAIL SHEET FOR ACCESSIBLE PARKING
19.0' (TYP.) ~ \ ® SPACE SIZE, SIGN AND SYMBOL ("VAN°-INDICATES VAN ACCE551BLE SPACE)
CC . \ START O PAINTED"ISLAND TYPICAL UNLESS NOTED OTHERWISE. STRIPES SHALL BE PAINTED SYSL/4"
T T I H AT 2 -0 O.C. PERPENDICULAR TO THE PARKING SPACE (5EE DETAIL SHEET).
OO NOT USED. D
END W. W. FOSTER LIFE ESTATE :STATE ©CART CORRAL TYPICAL - (5EE DETAIL SHEET) FOR CART CORRAL DETAIL
DB 402, PG 633 3
~ END TAX PIN: 899608685562 ~ 15562 ~ ®NOT USED.
1~ ~ ®2'-0" LOADING ZONE. 4" PAINTED YELLOW STRIPING AT 2'-0" O.C. PERPENDICULAR TO
I ~'J> T PARKING SPACE. - (SEE DETAIL SHEET)
I 25.D' A N M JJ z
LL >9 R ~ R160 SO NOT USED. U
3N'dl 3ald 9NURIt/d ON H
. 4' ~ . g..' ~ ~ : I TO PAINTED DIRECTIONAL ARROW TYPICAL - (5EE DETAIL SHEET)
I S. M. TURNER \ ~ UO BUILDING SETBACK LINE PER SURVEY. ^
DB 532, PG 444 I °NO PARKING FlRE LANE" SIGN AS REQUIRED BY CITY (SEE ~
TAX PIN: 899608891210 JJ I
CONCRETE PAD FOR M. H. RADFORD ORD O PLAN FOR LOCATION) (SEE DETAIL SHEET). z J_ ~
HVAC EQUIPMENT DB 85, PG 274 TAX PIN: 899608884693 8884693 OW NOT USED. ~ Q ~
COMMERCIAL RETAIL I W QUQ
14 869 S.F. APPROX. XO NOT USED. ~ ~ J j 0
( ) u . I ZONED: H-B H (rYi?:) YO NOT USED. Q ~ ~ Q E
~ FFE=595.00 m ~ U Zw= ZO NOT USED. = W
w END ~ 1.. PP z_ e°~ O STOP SIGN. (SEE DETAIL SHEET). ~ ~ ~ Q C
~ - z ~ orz
~ END ~ N (ii ~ Y ~ BB NOT USED. ~ 0 ~ 0
~ R25' " ~ ~ o ~ d~ 0 CC NOT USED. F ~
~ o z -
p ~ ~ CONCRETE PAD FOR I DD NOT USED. ~ _ o cn
G H (TYP.) n b v, ~ HVAC EQUIPMENT 'b.b. .n o. EE STOP BAR WITH STOP LETTERING. SEE DETAIL SHEET. a
a h
rn G n ~ry 3 e ~ FF NOT USED.
z z L c: D D K END g z SS D H D F a
a N H D s I v 6 D ~G NOT USED.
F ~ ~ ~ I ~ D b
D ° ~ ~ - A b ~ b STRIPING LEGEND HH NOT USED.
E b fn b ~ b. ~ ~C~ . ~ >7 n LJ • ~ b. C b D. ~ D SYSL ®4° -SINGLE YELLOW SOLID LINE / 4° WIDE EACH II LIGHTING POLE BASE - (SEE DETNL SHEET) ~ F
d p ~ . 6 ~ (n D ~D ~ D ~ ~ D b ~ D D .D ~ b A ~ ~ I DYSL ®4° -DOUBLE YELLOW SOLID IJNE / 4° WIDE EACH REFER TO ARCH. PLANS FOR SITE LGHTING ELECTRICAL PLAN.
j ~ D c. D b n b. ° s b D De 15.0' U' ~ b. b ~ y D[7 I SWSL 0 24° -SINGLE WHITE SOLID LINE / 24° WIDE J
3 p.. ~ D SWML ®4° -SINGLE WHITE MINI-SKIP / 4° WIDE JJ RED MAPLE. MINIMUM 8' HIGH AND 2° IN DIAMETER, MEASURED 6" ABOVE THE GRADE AT PLANTING.
PP ~ b ~ b
o I 14.D' H ~ P KK GUIDE RAIL (SEE DETAIL SHEET) FACE OF GUIDE RAIL TO BE FLUSH WITH EDGE OF PAVEMENT. GUIDE RAIL ~J.J SHOWN OFF OF EDGE OF PAVEMENT FOR SCHEMATIC PURPOSES.
LL CROSSESLOPESWO~NOTEEXCEEDI~~SHEET). LONGITUDINAL SLOPE SHALL NOT EXCEED 5X AND
~ START U ROCK NOTE
C I 0 }
o a4/ START I THE PRESENCE OF ROgt (AS DEFINED IN THE SITEWORK ®PROPOSED DRIVEWAY ENTRANCE. SPECIFICATION) SHOULD BE ANTICIPATED ON THIS PROJECT. NN "ONLY° PAVEMENT MARKING - (SEE DETAIL SHEET).
, BALE AND PALLET ~ a/, I p o RECYCLING AREA CONTRACTORS BID SHALL INCLUDE CONSIDERATION FOR
~ ~ GUTTER BEHIND ADDRESSING THIS ITEM.
I ~ W RETAINING WALL ~ 2 a DD °ENTER° PAVEMENT MARKING - (SEE DETAIL SHEET). F
% M io ~ N ~ ~ GROUNDWATER NOTE pp EDGE OF PAVEMENT.
U N ~ ~ ~ ~ ~ 20' REAR SEi - - - - DESIGNED BY: JCW
2 ~ i BACK (ZONING) i THE PRESENCE OF GROUNDWATER SHOULD BE ANT1CPATED ON DRAWN BY: JCW THIS PROJECT. CONTRACTORS BID SHALL INCLUDE ®RETAINING WALL
~ ~ CONSIDERATION FOR ADDRESSING THIS ISSUE. CHECKED BY: JMH
i n
saw N 32°43' 7 . . Qhk VtUtlAllUN hKtt LUNt (~tt UtlAIL ~Httl.)
- owl 18 W ;0'4. 77, ~ . rt0. ---W 179.42 DATE: 02-16-11
i - - - 00" 20' REAR SETBACK (ZONING) i N 47 5$ GRAPHIC SCALE SS RAISED DOCK DOOR. PROJECT#- 015476140
o i ~i doop 40°02'04" W 152.......... 30 0 15 30 60
TT 6' HIGH CHAIN LINK FENCE (SEE DETAIL SHEET).
C. W. SHUMATE J. C. CARROLL J. B. MOSER YANCEYVILLE FIRST BAPTIST CHURCH 4' HIGH CHAIN LINK FENCE (SEE DETAIL SHEET). 1 inch = 30 ft. O ADVANCED INTERSECTION CONTROL/SIGNS (SEE DETAIL SHEET.)
DB 286, PG 573 DB 425, PG 756 DB 390, PG 305 S. S. SCHIVLEY DB 133, PG 479 IN FEET C-03
Y MB 11, PG 1223 MB 13, PG 34 MB 11, PG 90 DB 490, PG 526 MB 5, PG 36 TAX PIN: 899608880924 TAX PIN: 899608880886 TAX PIN: 899608883602 TAX PIN: 899608882731 TAX PIN: 899608883602
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HOP BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9
\ _ W EX-ROW
-ROW EX RO - EX GRADING. EX-ROW ;ADING AND DRAINAGE NOTES ~ LEGEND -
` EX-ROW -ROW' 1. CONTRACTOR IS RESP( EX ~NTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES
E SERVING THE STRUCTU E RVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. KIrrlley-Horn
2, THE CONTRACTOR IS S E CONTRACTOR IS SPECIFlCALLY CAUTIONED THAT THE LOCATION AND/oR ELEVATION OF EXISTING UTILITIES AS SHOWN 640.10 SPOT GRADE ELEVATION and Associates, InC
m ON THESE PLANS IS B NORTH ~VAY 86 C HIGH TAKEN IN THE FIELD, 1 THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS NC LICENSE ~-0102 KEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR 4651 CHARLOTTE PARK DRIVE
E IVE N OOD DR SHER~V o MUST CALL THE APPRI IST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REWEST EXACT 623 PROPOSED MINOR CONTOUR SUITE 300 CHARLOTTE, NORTH CAROIJNA 28217
4~.. INV.= (150' PUBLIC R/W) ~ ~ `J FlELD LOCATION OF Ul UTILITIES WHICH CONFL :LD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING PHONE: [phone] IUTIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. g~ PROPOSED MAJOR CONTOUR FAX: [phone] A
i 596,03 ~ , REFERENCE MB 12, PG 223 6 O 2011
o \,0 3, ALL CUT OR FILL SLOF L CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. EXISTING MINOR CONTOUR
N , ~ 4. PRECAST STRUCTURES ECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION.
ri \ ' N , EXISTING MAJOR CONTOUR
5. STORM PIPE MATERIAL ~ \ , 0 ORM PIPE MATERIAL SHALL BE HOPE OR RCP.
L t ~ 6. EXISTING PIPES TO BE (STING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. sT
~ ~ ti a j = 'i' 7. EXISTING GRADE CONTI STORM DRAIN (STING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. - - - - _ _
' 1 PLASTIC C900 LIN ,h ~ , WV ?
' ~ 8. PROPOSED GRADE CON OPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS PROPOSED GUIDERAIL
- , 9, IF ANY EXISTING STRUM ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUC110N IT SHALL BE THE CONTRACTOR'S
v ~ y. ~ . a . RESPON9BILITY TO REI SPON9BILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING ADA SPACE OUTLINE
~ ~ ~ CONDITIONS OR BETTEf 1.~.. \ U ~ ~ ~ - _ NO=it:-TRANSITION P@~.FROM°` _ _ ~NDI110NS OR BETTER. - (SEE GRADING AND DRAINAGE KEY "C")
~,0~ ST y ~18" RCP TO 24°` MP IS N0~`== 10. ALL STORM PIPE ENTEI s ~ ~ L STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.
..ry 1=0CATABLE (POSSIBLE ;3` L STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFlC BEARING P E R M I T S ET
~s JUNCTION BOX ~ 11. ALL STORM SEWER MA o }'~j RING AND COVERS. MA " _ ,i ~ PROPOSED ACCESIBLE ROUTE IG AND COVERS MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED °STORM " . PRELIMINARY
7-FE ~ , ' WER . m, ?A ~R. (SEE GRADING AND DRAINAGE KEY A) NOT FOR CONSTRUCTION
S - _ _ --p~ ~ - r - w 0 9 4. - , } E CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE g
- w , - s 4~ _ ~ EX-ROW GENERAL N.P,D.E.S. PE NERAL N.P•D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTINTIES AND THE CLIENT GRADING AND DRAINAGE KEY
5~ . " ~ ' ~ . EX R01r~ r,, Jrr SPECIAL CONDITIONS, . _ OW E ' iy, TO CLIENT BUILT PROJ , EX CAT ~ ECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. THIS APPLIES CLIENT BUILT PROJECTS ONLY. A PROPOSED ACCE9BLE ROUTE FROM RIGHT-OF-WAY TO STORE FRONT. LONGITUDINAL SLOPE
EX-ROW ~ - - - _ _ = 95.64 S ' ~ \ ~ , O SHALL NOT EXCEED 5% AND CROSS-SLOPES TO NOT EXCEED 2X, (SEE LEGEND FOR BOUNDARY
91~~ 13. CONTRACTOR SHALL AI ' ~ ~ CONTINUOUS GRADE. ~NTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FlT AND AND HATCH) ~NTINUOUS GRADE.
B 9DEWALK IS FLUSH WITH PAVEMENT
~ 14. CONTRACTOR SHALL A' 5~ ~NTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. OUTLINED AREA REPRESENTS THE OUTLINE OF ADA SPACES (PAVEMENT SLOPES FROM THE
~S _ 'p zg• 15. TOPOGRAPHIC INFORMA © VESTIBULE TO THE LIMITS OF THIS AREA HAVE BEEN DESIGNED AT 1.8~ MAXIMUM GRADE. POGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS (SEE COVER SHEET). IF THE CONTRACTOR SHALL GRADE THESE AREAS NO STEEPER THAN 2.0%.).
~s p , ~ CONTRACTOR DOES NO ~ o ~NTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE
I \ \ CONTRACTOR SHALL SI ~NTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OAT-GRADE DELIVERY DOOR. NER FOR RENEW
6 OWNER FOR RENEW, ~ ~ i ~ \
X \ 16. ALL UNSURFACED ARE APPLY EROSION CONTF L UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL BEGONE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL of ROOF DOWNSPOUT (REF: ARCH/MEP PLANS). PLY EROSION CONTROL MEASURES TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED
\ AREAS IN ACCORDANCI „ EAS IN ACCORDANCE WITH GOVERNING SPECIFlCATIONS UNT1L A HEALTHY STAND OF VEGETATION IS OBTNNED. O ONE 10" STORM DRAIN PIPE AT TRUCK WELL DRAIN ®1.OX MINIMUM SLOPE.
.y 596 17. CONSTRUCTION SHALL INSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 9DEWALK AND CROSSWALK LONGITUDINAL SLOPE SHALL NOT EXCEED 5% AND CROSS-SLOPES TO
` X ~ _ , ~ ~ \ I - ~ ~5 , G NOT EXCEED 2~ (TYP.)
tw ~ " ~ X584. 18. ALL STRUCTURES SHAT L STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT IN(S) TO INVERT OUT. Z
I ~ ~ ~ X ~ cs \ , O RETAINING WALL (SEE DETAIL SHEET) 0 ~NTRACTOR SHALL REFER TO THE EROSION AND SEDIMENTATION CONTROL SITE MAPS AND DETAILS FOR SPEgFlC NOTES ~
` I ~ ~ \ 19. CONTRACTOR SHALL RI - 5 , 5 4 g , CARDING COVERAGE UNDER THE NORTH CAROLINA STATE GENERAL NPDES PERMIT FOR LARGE AND SMALL O >
_ , CONSTRUCTION ACTIVIT A , , w , 3.0:1 INSTRUCTION ACTIVITIES. I NOT USED. ~ C
~ _ ~ . o e, 20. ALL PROPOSED CONTOI L PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT TOP OF PAVEMENT FINISHED GRADES. (UNLESS OTHERWISE O 3' WIDE CONRETE SWALE. (SEE DETNL SHEET)
o, ~ \ NOTED. , , ~ M \ , TED.) w
O ~ - 21. REFER TO PAVEMENT f O TOP OF TRANSFORMER PAD = 595.00'. Q FER TO PAVEMENT giOSS-SECTION ON THE DETAIL SHEETS TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE ~
- - COURSE ELEVATIONS T 94 e - r , 5 URSE ELEVATIONS TO BE COMPLETED AS PART OF THIS PROJECT. ©TEMPORARY 15 AREA CONTAINING PUMP AROUND AND SAND BAGS. (S1-IMPACT 2)
r , _ w.. L ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK SHOWN ON THE SURVEY. THE BENCHMARK SHALL BE VERIFIED ~
, ~ , © _ _n , , ~ ° BY THE GENERAL CON h~ , _ _ THE GENERAL CONTRACTOR PRIOR TO THE COMMENCEMENT OF GRADING ACTIVITIES. O TEMPORARY 20' AREA CONTAINING PUMP AROUND AND RIP RAP APRON. (S1-IMPACT 3) z
M - ~ _ _ w.~ ~ ~ 23. CONTRACTOR SHALL BI ~NTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. O 81 LF OF PERMANENT STREAM IMPACTS. (S1-IMPACT 1)
w y _
I 5 ~ - 24. ALL FILL TO BE COMPI _ 2.5.1 \ BE USED AS A GUIDAN L FILL TO BE COMPACTED PER CONTRACT DOCUMENTS. S&ME'S "FlNAL REPORT OF SUBSURFACE EXPLORATION" 91ALL
\ A DISCREPANCY BETWE USED AS A GUIDANCE DOCUMENT (NOT TO BE CONSIDERED A CONTRACT DOCUMENT). IF THE CONTRACTOR NOTICES DO NON JURISDICTIONAL MAN MADE CATgi BASIN. DISCREPANCY BETWEEN THE S&ME REPORT AND THE PROJECT SPEgFlCAT10NS, CONTRACTOR SHALL NOTIFY THE OWNER
O ~ AKE CREEK (S1) IMMEDIATELY. 1.00% ~ 1 5~% ~ ~ oo HFORK RATTLE SN aEDiATELY. DEWATERING NOTE
~ r ~ ~ >W 587.00 U.T. TO 50UT _M ~ BW 56625 25. CONTRACTOR SHALL IN ~NTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRNN BY GRAVITY FLOW ACROSS NEW PAVEMENT WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER OR
\ AREAS OR SHEET OVEI EAS OR SHEET OVERLAND. MINIMUM PAVEMENT GRADES SHALL BE 1% MAXIMUM PAVEMENT GRADES IN ADA AREAS BENEATH THE WATER TABLE, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND
_ SHALL BE 1.8~, MAXIM START \ ROUTES SHALL BE 5 H z, ALL BE 1.8~, MAXIMUM GRADES IN ALL OTHER PARKING AREAS SHALL BE 3~. MAXIMUM. GRADES ALONG TRUCK GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. UTES SHALL BE 5X, MAXIMUM GRADES ALONG ALL OTHER DRIVEWAYS SHALL BE 8~. MINIMUM PAVEMENT GRADES FOR
- 5 - CONCRETE APRONS OR I ~ 93 ~NCRETE APRONS OR CURBS SHALL BE 0.5~ ROCK NOTE
~ 594.45 3 ,r I ~ TW 593,09 26. THE CONTRACTOR SHA E CONTRACTOR SHALL INCLUDE IN THE BASE BID ANY DEWATERING AND MOISTURE CONDITIONING NECESSARY TO THE PRESENCE OF ROCK AS DEFlNED IN THE 9TEWORK SPECIFICATION 9i0ULD BE D
° h ~ CONSTRUCT THE PROJI INSTRUCT THE PROJECT AS DETERMINED FROM ACTUAL FELD CONDITIONS. ( )
~ 5g4 \ ~ I M ~ 27. GRADES MAY BE ADJU ANT1CPATED ON THIS PROJECT. CONTRACTORS BID SHALL INCLUDE CONSIDERATION ADES MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS CONTRACTOR SHALL CONTACT CLIENT AND CEC FOR ADDRESSING THIS ITEM.
sr~MWll~ s' ~ \ FOR NECESSARY ADJU' R NECESSARY ADJUSTMENTS.
~1'[~~ sT T TW 569,90 • I 594 4-M ~ ~ \ ~ I BW 582,50 28. PIPE LENGTHS SHOWN GROUNDWATER NOTE
I G ~ ~ - r_ ~ ~ ~ - LENGTHS AND SLOPES I B ~ ~ H 'E LENGTHS SHOWN ON THE PLAN EXTEND CENTER-TO-CENTER OF DRAINAGE STRUCTURES; THEREFORE, ALL PIPES VGTHS AND SLOPES ARE APPROXIMATE. THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT.
~ A o , ~ ~ E >W 586.OD CONTRACTOR'S BID SHALL INCLUDE CON9DERATION FOR ADDRESSING THIS ISSUE.
m , ~1, 29. UNDERGROUND UTILITY r ~ W y - ' ! OTHER APPLICABLE CR DERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO F HER APPLICABLE CRITERIA: w
N o - _ _ _ ~ . . ~ v A. NO MORE THAN 500 10 MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE T1ME. ~
I ~ ~ ° a ~ B. EXCAVATED MATERIAL r,, _ ~ N ,4 G EFFLUENT FROM DEW . ~ XCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL 9DE OF TRENCHES. ~ FFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING -
w i ; _ - _ ~ DEVICE, OR BOTH, AP ~EVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE STORM STRUCTURE TABLE
- PROPERTY. I D. MATERIAL USED FOR 'ROPERTY. IATERIAL USED FOR BACKFIWNG TRENCHES SHALL BE COMPACTED PER THE SPECIFlCATIONS IN ORDER TO MINIMIZE Rim ^
EROSION AND PROMO I 595.00 `tt 595,00 595.00 t, t ~ _ BOSTON AND PROMOTE STABILIZATION. Structure Elevation Invertln 1 Invert In 2 Invert0ut
' ~ ° ° E APPLICABLE SAFETY .4 _ , ~,....,y I ~ x APPLICABLE SAFETY REGULATIONS SHALL BE FOLLOWED. (ft) (ft) (ft) (ft) z
~ - 594 _ . ~ ~ ° 29. REFER TO ARCH PLAN! 593 FER TO ARCH PLANS FOR ROOF DRNNAGE DOWN SPOUT LOCATIONS. 3-DI 593.82 587.27 (N/A) 587.07 Q ~
,a i x, ~ _ v..~ , 30 IS PLAN DETAILS PIPES UP TO 5 FT FROM THE BUILDING FACE. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING 1-FE 589.00 584.00 ~ ~ Q ~ Q
y. m ~ ~ , 594.76 ~ 3-DI _ ~ 591 - _ ~ CONNECTIONS. CONTR ~~=Y COMMERCIAL RETAIL 25 w - ~NNECTIONS. CONTRACTOR SHALL SUPPLY AND INSTALL PIPE ADAPTERS AS NECESSARY. 2-MH 594.00 586.61 586.11 585.91 . ~ = Z Z

~ w.____ ~ ~ _ ~ 31. COORDINATE ALL GRAC ~ 14 869 S.F. APPROX, m~ / .W- a ~ ( ) ~ I ~ ~-Y ~ ORDINATE ALL GRADING AND DRAINAGE WORK WITHIN THE NCDOT RIGHT-OF-WAY WITH THE NCDOT INSPECTOR. ~ J ~ ~ ~ 4-MH 594.10 587.81 (N/A) 587.61 = J ~ E
Jrrr w. , ~ _ ZONED; H-B 5-MH 592.95 588.12 (N/A) 588.02 ~ U z } U
_ FFE-595,00 585 o STORM PIPE TABLE 6-DI 591.80 (N/A) (N/A) 588.30 ~ ~ w U ~
r~ o ~ US Invert DS Invert 7-DI 593.82 586.54 (N/A) 586.34 = ~ > Q p JS DS Diameter Length Slope ~ z
-.ti START ~ ~ ~ _ ~ Node Nade Elevation Elevation Material 8-DI 592.00 (N/A) (N/A) 587.00 ~ ~ ~ ode Nade (ft) (ft) (in) (ft) (ft/ft) ~ 0
_ I ' 595.00 594.76 U p
2-MH 1-FE 5TA T H ST I MH 1-FE 585.91 584.00 24.00 Concrete 51 0.037 ~
t ~ 587 ` o -DI 2-MH 587.07 586.61 18.00 Concrete 44.6 0.010 ~ w
o 1-FE 4-MH 3-DI w = MH 3-DI 587.61 587.27 18.00 Concrete 68.4 0.005 0 ~
-w 590 590 ~ 5-MH 4-MH _ MH 4-MH 588.02 587.81 18.00 Concrete 43.4 0.005 a
3 ~ ~ `~f ~ :r ~ 595,DO . ~ ~ j _ ' ~ S ~ pt, y,, Ott,. ~ 6-DI 5 MH 594.84 -DI 5-MH 588.30 588.12 18.00 Concrete 35.8 0.005
z -M ~ g 595.00 595.00 594.35 ~ ~ 9S ~ 592 7-DI 2-MH '-DI 2-MH 586.11 586.34 24 Concrete 46.7 -0.005
a _ 594.35 F a ~ ~ I E E E 594 , N rDl 7-DI 586.54 587.00 24 Concrete 91.9 -0.005
595 I &DI 7-DI z ~ ~ o F
I 4. 1 ~ - : ~ ~ ~ STORM DRAIP )RM DRAINAGE ABBREVIATION LIST ABC OR CRUSH AND Z
o I ~ 595.00 l .l ~ w4. 1 °CB" =CATCH BASING (SEI .02% °DI" =DROP INLET SEE DI CATCH BASING (SEE DETAIL SHEET) RUN 1.5" DEPTH Q
~ 594.75 594.50 592.93 ( n D AT WALL "MH" = JUNC110N BOX SEI DROP INLET (SEE DETAIL SHEET) NATURAL GROUNDL J JUNCTION BOX (SEE DETAIL SHEET) GROUND
~ _ ( ~ s~ w. "FE" =FLARED END SECTI( FLARED END SECTION (SEE DETAIL SHEET) ~D'1 10:1 ~ F
o K 1.1 1 ~ I i 594,15 j` ~ ~ DS -DOWNSPOUT REFEf DOWNSPOUT (REFER TO ARCH/MEP PLANS FOR BOOT DETAIL)
~ E - _ ~ ~ ° w _ "CO" =STORM SEWER CLEi 3 o ~S9 594 92 AT DRAIN 95 ~ - STORM SEWER CLEANOUT (SEE DETAIL SHEET) O O p O O O i i~ i i
H 5 ~ _ A 593.73 ~ "CS" = POND/WETLAND CO - i _ _ r 594 594 595.: r~::. " ~ 'DDI" - °DOUBLE° STRUCn POND/WETLAND CONTROL STRUCTURE (WITH ORIFlCES) (SEE DETAIL 91EET) z °DOUBLE- STRUCTURE (SEE DETNL SHEET) WELL GRADED MIX OF
w o , S ~ - 5 ° - ~ ~ ~ ~ ,}r ° °SM: _ PHONIC MANHOLE 9PHONIC MANHOLE WITH VENTED LID (SEE DETAIL SHEET) 2° To 12" RIP RAP ~
i _ I 9 8-DI ~ ~h 3 593 w.~. - y.. ~ °RD" =ROOF DRNN - ~ ROOF DRNN
~ I 594.5D __.~.w 593.83 HP g4 - - = RAIN 5 - ` °TNP TRUCK WELL D 593 ,J w ~ "RCP" = RONFORCED CON( TRUCK WELL DRAIN CROSS PIPE (SEE PLAN SHEETS FOR SIZE AND TYPE) Q = RDNFORCED CONCRETE PIPE
` -.4 ,m . _ ENIEr H o H ~ w w_ ~ ~ ~ OPEN THROAT CATCH BASIN PER NCDOT STD 840.05 SECTION VEW
- = EXISTING STRUCTURE
_ - _ - ~ _ _ ~ _ PERMANENT STREAM CROSSING DETAIL
W w ~ w ~ _ _ ~ - ~ NTS F
~ _ - _ ~ w y. F NOTE:
_ w - ~ --y 1. BURY 2O% OF PIPE DIAMETER UP TO 48" PIPE, DESIGNED BY: JCW
- _ a _ ~ ~ _ ~ - I AND BURY 1' OF PIPE FOR DIAMETERS ABOVE 48".
~ _ ~ _ ~ - _ ri I - R K N TE ~w a _ - _ CK NOTE 2. CROSSING CAN BE CONSTRUCTED WITH AN EARTHEN CORE AND A ROCK FACE. DRAWN BY: JCW
~ ~ v~. CHECKED BY: JMH
- ~ ~ ~ TFIF RRGCFAICF (1F RMY! a~cGUrG rc Rnru /ec n~riurn iu TuG ciTrwnRu
- _ . i - - SPECIFICATION) SHOULD BE CATION) SHOULD BE ANTICIPATED ON THIS PROJECT. DATE: 02-16-11
w.- _ - - CONTRACTORS BID SHALL ACTOR'S BID SHALL INCLUDE CONSIDERATION FOR GRAPHIC SCALE
ADDRESSING THIS ITEM. w SSING THIS ITEM.
o rr 30 0 15 30 60 PROJECT# 015476140
- o R U N DWA OUNDWATER NOTE
m ,
- - - " ` THE PRESENCE OF GROUNE i THIS PROJECT. CONTRACT ?ESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON C-04 ROJECT. CONTRACTOR'S BID SHALL INCLUDE (IN FEET )
Y CONSIDERATION FOR ADDRI IERATION FOR ADDRESSING THIS ISSUE. 1 inch = 30 ft.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HOR BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.