SW3140404_APPROVED PLANS_20140512

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD I

9
f
240"" N. SALISBURY AVE.
GRANITE QUARRY, ROWAN COUNTY, NORTH CAROLINA
p rope r t i e s
610 E. MOREHEAD ST., SUITE 100 CHARLOTTE, NC 28202
704-366-7337
DEVELOPER/FUTURE OWNER:
FD08-GRANITE QUARRY, LLC C/O ASTON PROPERTIES, INC.
610 E. MOREHEAD ST., SUITE 100
CHARLOTTE, NC 28202
P: [phone]
F: [phone]
CURRENT OWNER:
DEVELOPMENT SUMMARY:
SITE AREA -1.07t Ac. (46,651t SF)
DISTURBED AREA - 1.10 t Ac. (47,916t SF)
ZONING DISTRICT - CB
BUILDING SIZE - 8,320t SF
PROPOSED IMPERVIOUS AREA - 30,403t SF
PERCENT IMPERVIOUS AREA - 65.2
PARKING REQUIRED - 27 SPACES (1 SP1300 SF OF GROSS FLOOR AREA)
NARKING PROVIDED - 30 SPACES (INCLUDES 2 H.C. SPACES (1 VAN)
FARMERS & MERCHANT BANK
221 N. TviAIN ST.
SALISBURY, NC 28144 INDEX OF DRAWINGS
ENGINEER: C 1 COVER SHEET
BRYAN E. SMITH, PE SURVEY
610 E. MOREHEAD ST., SUITE 100 C2 DEMOLITION PLAN
CHARLOTTE, NC 28202 C3 SITE PLAN
P: (704) 3194921 C4 GRADING AND EROSION CONTROL PLAN
F: [phone] C5 STORM DRAINAGE AND UTILITY PLAN
EMAIL: [e-mail]
C6 SITE AND UTILITY DETAILS
C7 STORM DRAINAGE AND EROSION CONTROL DETAILS
C8 DRAINAGE AREA MAP
L1 LANDSCAPE PLAN
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VICINITY MAP
NOT TO SCALE
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Cal before you dig.
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AppiovaO - li r,- SWi Pt ,' �5uc. u;n@fli"s,
COnstructior it rc ,),fianrp mt esa ducuments is
required by the storinwater perrvi Nodh Carolins
rules requlru that the stormwatrer system designer
Inspect during canstui .i r r ronro•m.ity with'h«
plans and specs an.7 emri ?-fence .with !`e
stormwater rules. 1008 W )
Permit #SW31 O Dare 5 /? -'t
hp w ion or
sileet #_ _ Revision Dat^.%�€[yLl .le
COVER SHEET
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= AL
2009
INES
mil � N
NOT TO SCALE
Scale:
Date:
Project No.:
Revisions:
4/16/2014
Sheet C1
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ZONING:
m
ZONING RESTRICTIONS AS PER ZONING ORDINANCE:
SUBJECT PROPERTY ZONED: LIGHT INDUSTRIAL (LI)
I
PERMITTED USE: YES (RETAIL SALES)
MINIMUM FRONT YARD: 25 FT
ORItfwAY '"
MINIMUM SIDE YARD: 10 FT
MINIMUM REAR YARD: 30 FT
MAXIMUM HEIGHT. 50 FT
=786.
(ZONING INFORMATION NOT PROVIDED BY THE INSURER)
m �
FOR FURTHER INFORMATION CONTACT THE TOWN OF
I i
GRANITE QUARRY ZONING AT [phone] ext.204
ASPHALT
PARKING:
ERAL RETAIL PARKING REQUIREMENTS (PER CHAPTER
i \
IS ONE (1) PARKING SPACE FOR EACH THREE HUNDRED
zSQUARE FEET OF GROSS FLOOR SPACE.
EW
((((((
FOR FURTHER INFORMATION CONTACT THE TOWN OF
j
GRANITE QUARRY ZONING AT [phone] ext.204 I \
LEGEND:
CB - CATCH BASIN I 1
C&G - CURB & GUTTER IPIP _E E
CMP - CORRUGATED METAL PIPE 1
CRP - CREPE MYRTLE JL .7e7.9
D.B. - DEED BOOK oe ^�
EIP - EXISTING IRON PIPE
EL - ELEVATiONRON ROD �4 \
NGS "LAKE'
N:684,137.63'
E-1,569,773.73'
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FORTENBERY PROPERTIES
D.B. 1081-779
PIN: 648-067
ZONE CB (CENTRAL BUSINESS)
NGS "PANTRY
NAD 83(2001�
N:682,410.56
E.1,569,715.96'
787.13'(NAVD 88)
�E E E E E E
r1L - - -
E E E E
I
CORRIDOR INVESTMENTS, LLC
D.B. 1110-955
PIN: 648-068 i
ZONE CO (CENTRAL BUSINESS)
I. t`RAv\EL tx6vE
\ I \X
I
EN - EXISTING NAIL // / m o . \ / 24 VALLEY tzrae \ \ \ '" \ \ '• `\
FFE - FINISH FLOOR ELEVATION I o 4 \
FH - FIRE HYDRANT 10 / \L \ /! - _ - TRAFFIC FLOW \ \ BROWN\STREET \ m \ \ \ E \ \
GW -GUY WIRE - % I \ ) ro \ \ § \
6 7s7.s x787.3 x7e7.1 \ x786.4 \VARIABLE�J1C GHT OF WAS \ P'®>�ieo.s 7s.o E ASPHALT x\ \ \
M.B. - MAP BOOK \ =7aSa I / M. 99955767 7s).z o \ =782.7 \ 1
NIR N.G.S. NEWARON ROD GEODETIC SURVEY / ��� \ M17/jam\ " M 4, P.Q.B ASPHALT / TRAFFIC FLOW /CI ®NTAINED6-/SPHALT PA
m
NN - NEW NAIL S �J/a / zs' v7�tEr aEm l / I / E r775.8x st7 o
PIN - PARCEL
- PROP PROPERTY IDENTIFICATION NUMBER ,. 4. // G��RG / \ o 7 7 7. 7 785.5 _ \ ZR9 �E
alre
o RIGHT OF WAY /
P.O.B. - POINT OF BEGINNING / ` � pS�� ^ \ r \ s p� / S890O'3 E 2M.W / I Elt \ �n�� E \
li \ ti � _ ark--u1�-S -/uT 7 /--a 1 I 9s6zo ��� C aur77a,a \\
P.O.C. -POINT OF COMMENCEMENT 4 - 1Gl� \ P/L IV / sae 4o E 206 2' R T-a�-�'�7
PP - POWER POLE \ ii ®Ati' ,7 �T--�'R -/ -� / I , `! /74.7
f �f / 10 SIDE SETBACK - - is ' 775. E
PG. -PAGE 3 788.91 ) ¢ 7 uT '_ f- -�- �. \
R.F.L. -RED FLASHING LIGHT \ /� m \\ 3p / 3 �T / / / / / 1 I I�OIRO)� b \
R/W -RIGHT-OF-WAY 1 / / ! / / / 1 I 1 Q<, ftc 49 54•
RCP - REINFORCED CONCRETE PIPE _ �g0 I 1 1 ? f / / / i 82" ta41p s 1�
SQ.FT. - SQUARE FEET '� ' ¢ I ai x787,5 x787.3 / x786.7 �%786.0 / x784.9 / p83.6 / x7826 1 78 2 1 x779: �a'0' lfa.s 777. 7i z 774.0 6
SSMH -SANITARY SEWER MANHOLE \ Im i / / I = �' 1 z"' \ �' /
TB - TELEPHONE BOX m I jl PH a (f
TERR. - TERRACOTTA PIPE I 1 j 1 'i 1 m / / / / / 1 1 \5.89
71
WM - WATER METER `� 6� z" 1 i I a I / / I I/ I i 1 11 1 \1\ \ OUT�i3la��. x7737
WV - WATER VALVE \ 161 D I O 7a 3 I I a \
Y.C.L. - YELLOW CAUTION LIGHT ' ! Z7EI Is
LINE LEGEND: -x - =, `may I( \� ,om,I N�Dp@i I•\\I =787.8II x787.�I x786.4 / / =7857 x794.6 III x783.5 i I =8EASEMENT mm 5 II x781.41 1 i 1 I � iI I I I 7rI Op15
x772.7FENCE
PRPERTY LINE
PROPERTY LINE (NOT SURVEYED) \ DI
iRIGHT-OF-WAY otir.� <
1 1
RIGHT-OF-WAY (NOT SURVEYED) ' I v�i 74..6 tl I I BENCHMARK
GAS - -Q- - I �i >I mxlwv I((i m I NAIL IN 24" TR E
POWER LINE E \ i I\ �� z I I i I EL.=790.35
SANITARY SEWER PIPE \ C III I 1 I I 1 \ r 11 ?
1 = 1 / I 1 x781.4 i x779.9 1 �778.0 \ 376.1 3.9 \\
�, 1T1 787.9 787, x786.4 x785.5 x784.4 x783.3 x782.4 I 1
STORM DRAIN PIPE I >
WATER LINE w
WOOD FENCE
FIBER OPTIC "
UNDERGROUND TELEPHONE --------------
I
DEVELOPMENT NOTES:
� I
1. THERE IS NO LANGUAGE FOR TREE REMOVAL OR ALLOWABLE
\
BUILDING COVERAGE WITHIN THE TOWN OF GRANITE QUARRY
�\
ORDINANCES
I
2. RETAIL SALES OF GENERAL MERCHANDISE IN EXCESS OF 3,500 �
s.f. WOULD BE PERMITTED UNDER CONDITIONAL USE.
3. THERE IS NO LANGUAGE FOR ON -SITE STORM
DETENSION/RETENSION REQUIREMENTS WITHIN THE TOWN OF
GRANITE QUARRY ORDINANCES.
4. CONTACT THE STATE DEPARTMENT FOR WATER QUALITY
I
PERMITS AT [phone]
'
FOR DRIVEWAY PERMITS CONTACT:
SUSAN CLOSNER
TOWN OF GRANITE QUARRY
ADDRESS: P.O. BOX 351
GRANITE QUARRY, NC 28072
PHONE: [phone] X-204
FAX: [phone]
EMAIL: sclosnerogranitecluarrync.gov
GENERAUSITE NOTES:
1. THIS PLAT IS NOT FOR RECORDATION AS PER G.S. 47-30 AS AMENDED.
2. ALL CORNERS MONUMENTED AS SHOWN.
3. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS MAP IS
APPROXIMATE, BASED ON INFORMATION PROVIDED BY OTHERS OR BY FIELD
LOCATION. UTILITY LOCATIONS AS SHOWN HEREON ARE INTENDED FOR PLANNING
ONLY. ACTUAL LOCATION, SIZE, OR DEPTH OF LINE SHOULD BE VERIFIED WITH THE
INDIVIDUAL UTILITY COMPANY BEFORE CONSTRUCTION.
4. ELEVATIONS BASED ON N.G.S. MONUMENT "PANTRY", ELEVATION = 787.13
FEET, NAVD 88.
5. UNLESS DESCRIBED WITH BEARINGS AND DISTANCES, BROKEN LINES INDICATE
PROPERTY LINES NOT SURVEYED.
6. OTHER THAN SHOWN HEREON THERE ARE NO VISIBLE ENCROACHMENTS ONTO
THE SUBJECT PROPERTY OR ENCROACHMENTS ONTO ADJACENT PROPERTIES.
(A) - CURB OVER R/W 4.0' AT THE INTERSECTION
7. OTHER THAN SHOWN HEREON, NO DRIVEWAYS EXIST WITHIN 150 FOOT OF THE
SUBJECT PROPERTY.
& R.B. PHARR & ASSOCIATES, P.A. IS NOT AWARE OF ANY CURRENT OR
CONTEMPLATED RIGHT OF WAY AND/OR ROADWAY CHANGES THAT MIGHT AFFECT
THE DEVELOPMENT AND/OR USE OF THE PROPERTY.
9. NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION
OR BUILDING ADDTIONS WITHIN RECENT MONTHS.
10. NO OBSERVABLE EVIDENCE OF SITE USED AS A SOLID WASTE DUMP, SUMP OR
SANITARY LANDFILL
11. NO OBSERVABLE EVIDENCE OF WETLAND AREAS ON SITE.
12, THE OFF -SITE RIGHT-OF-WAY SHOWN HEREON IS FOR ILLUSTRATIVE PURPOSES
ONLY. THE UNDERSIGNED CERTIFIES ONLY TO THE RIGHT-OF-WAYS SURVEYED, AND
DES NOT CERTIFY TO THE RIGHT OF WAY WIDTH OF ANY ADJACENT PROPERTIES.
13. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE
NOTED.
14. THERE ARE NO GAPS OR GORES BETWEEN BOUNDARY LINES AND/OR STREETS
RIGHTS OF WAY.
ii
15. CABLE TV LINES RUN WITH THE OVERHEAD UTILITY LINES PER TIME WARNER
CABLE.
UTILITIES:
DUKE ENERGY
SOUK
'
TEL: [phone]
O
TEt EPHONE:
336-992-6100
336-
WINDSTREAM
704-321-3770
WATER & SEWER:
TOWN OF GRANITE QUARRY
Know whars below.
TEL- 704-638-5208
Call befbm you dig.
D
Prl ONT NATURAL GAS
TEL. [phone]
WMEJWA
94ABLE
- 76
877-636-3278
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I I I m am 1 I I I 1 FARMERS & MERCHANT BANK OF
x789.9 11 I I I I 1 GRANIT QUARRY, NORTH CAROLINA 1 I
I ( I 952-838
24•TRE 1 10 / I 1 M.B. 9995-5 6 1 I I \ \ \ \ 1 \ a \ \
PIN: 648-163 \ 1 1 I I \ \ \ • �Tnitsa
it (P ol�r.7484
=787.91i /.787.0 x786.3
I x7855 I x784.6 x783.5 I =78zs x781.5 1 .480.1 1 /778.41I x776.0\ \x774.5\
/ I I 1i
AREA Fr,
saaC7e
.s.. T,
I�o II i 1N3 OR 1.0709 ACRES 1
SSW
RaEM63
9t 757.28
/
ASPHALT
x771.7
\771 1
i1 I '!1I III (VACANT) s7REEx77\
N
7.6 78.ix 77s.
......\\78.9 *77\ \
7s.\
6''REE\\\ x774.5 \ -•
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h )I I I 1 x787.6 ' i -786.5 / x785.9 -785.3 x784.7 \ x783.9 76Sd \ \ x782.6 \ x781.3� \ \ x779.8 \ \\ x776.6 \ x775.6
ASPMT
x�n0 ( i 1 i I / \ / \ \ \ \ \779. \\ \ IV 6.9
VICINITY MAP
SURVEYOR DESCRIPTION OF PROPERTY: NOT TO SCALE
That certain tract or parcel of land situated, lying and being in the Town of Granite Quarry, Rowan County,
Nora, Carolina and being more particularly described as follows:
Commencing at N.G.S. Monument 'Pantry' with NAD 83 (2001) coordinates of N: 682,410.56' and E:
1,569.715.96' South 03'37'05" West a distance of 35.00' to an existing nail being at the southeastern
intersection of the eastern right of way margin of U.S. Highway 52 (60' public right of way) with the
southern right of way margin of Brown Street (variable public right of way) and said point being the POINT
OF BEGINNING; thence with the southern right of way margin of Brown Street the following three (3) courses
and distances: 1) South 89*06*31" East a distance of 206.66 to an existing iron rod; 2) with a curve
turning to the right having a radius of 104.82' an arc length of 50.01' (chord South 75*W08" East 49.54')
to an existing iron rod; 3) South 36.31'20" East a distance of 66.87' to an existing iron rod being the
northeastern comer of Farmers & Merchant Bank of Granite Quarry, North Carolina as described in Deed Book
952, Page 66 of the Rowan County Public Registry, thence with the Farmers & Merchant Bank of Granite
Quarry, North Carolina the following two (2) courses and distances: 1) South 5337'i6" West a distance of
184.53'; 2) South 68'40'54" West a distance of 146.01' to an existing iron rod being on the easterly right of
way margin of aforesaid U.S. Highway 52; thence with the eastern right of way margin of U.S. Highway 52
with a curve turning to the right having a radius of 689.90' an arc length of 233.20' (chord North 02*25*340
West 232.09') to the POINT OF BEGINNING having an area of 46,651 square feet or 1.0709 acres of land as
shown on a survey prepared by R. B. Pharr & Associates, P.A. dated ,trine 13, 2013 ( Map File W-4386, Job
No. 79731).
(This being the same property as described in Title Commitment No. 13-12531CH)
CHICAGO TITLE INSURANCE COMPANY
COMMITMENT NO: 13-12531CH
/p EFFECTIVE DATE: JUNE 14, 2013 AT 8:00 A.M.
4 ® Any right, easement, setback, interest, claim, encroachment, encumbrance,
Ps ,g, A q, violation, variations or other adverse circumstance affecting the Title
J' • 0+ disclosed by plat(s) recorded in Book of Maps 9995, Page 5767. Road
�G aOt OG rights -of -way are shown hereon.
�
o,�9��/Ded
s®r restriction(s) and/or
page 213; Bo9olct378,fpage 295.forth
Road righttofewav
`40
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x770.4
x787.7 � x786.5 i x765.8 =785.1 =784,7 / x784.4 \ \63.9 x783.4 \ 7824 \ =780x e \ x77
8/.7
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t I f -789.8 f i' \ /,� �• \ 7812 \
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ASPHALT \ \
rtfl/ +1 �26,3. \ \ / �/ MM, �%_ ''C• 784. / x782.5 \ \ \
x787.8 \ .786.7 1 / ,� Y• .4 x785.2 `lam \ ^ 78\s.0 �= x783.4� x782.8 \ x43 \
, i x789.6
xi• \ \ FRv ,. -dam � tpy y" �
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788o x7>\7.1 x786.4 .- 86.1 hREP Hcvv�
FLO
RTIFICATION
THIS IS TOECERTIFY THAT THE SUBJECT PROPERTY IS NOT
.789•�' I : \ �� \ \ LOCATED IN A SPECIAL FLOOD HAZARD AREA AS SHOWN ON
MAPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT
\ ' ' AGENCY, FEDERAL INSURANCE ADMINISTRATION, DATED
JUNE 13, 2009
o I ` 7e7..6' "787.3 Olt �\ \\\ \ COMMUNITY PANEL NO: 370212 5668 J (ZONE X)
FARMERS & MERCHANT BANK OF
\ \
vv GRANITE QUARRY, NORTH CAROLINA
xl , I �t ,` �,\' D.B. 952-838 ALTA CERTIFICTION:
PIN: 648-066 TO. FAMILY DOLLAR STORES OF NORTH CAROLINA, INC., ITS SUBSIDIARIES
ZONE U (LIGHT INDUSTRIAL) AND ITS AFFILIATES; ASTON FD DEVELOPMENT GROUP, LLC, A NORTH
COMPANNA Y LIMITED LIABILITY COMPANY; AND CHICAGO TITLE INSURANCE
�.` THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH
` t11sAY \ i'} x766.7 `I ` Approved Stwr I s astir r+ Y?It yocumen IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2011 MINIMUM
�\ construction
q nred blyoy the stomnvaterpOirmlL hlo h Cah these documents
o Ins s STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS, �O�::; R0�7�i
rulesrequlrathatthestormwstersystemdesigner JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND ASPS, AND INCLUDES `���Q ; FESSrp..���i�
KIMinspect during oonstrjction certify conformity with th1E ITEMS 1, 2, 3, 4, 5, 6(a), 6(b), 8, 9, 11(a), 11(b), 13, 14, 16, 17, 18, 19, O; ° O 41 0.2 G
plans and specs; and certify oomplience with" 20(a), 20(b) AND 21 OF TABLE A THEREOF. THE FIELD WORK WAS '1 .7
_ stormwate(rubs. (15A NCAC 2H 1Q05 (I)) COMPLETED ON JUNE 13, 2013. _ : ¢ SEAL °
ASPHALTI 1 - \ PemItS5
0�fvsDele? 1Z 7Ap = L-4542
vs R D6[zF- Ii)i.R
x7�Z\ 4!1 Sheet #--- email: ANDRE tL-4542 abakerOrbpharr.corn ///O '111WI1161110P \`
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GRAPHIC SCALE THIS IS TO CERTIFY THAT ON THE 13th DAY OF JUNE 20 13
` ! j m o 10 20 40 so AN ACTUAL SURVEY WAS MADE UNDER MY SUPERVISION OF THE PROPERTY SHOWN ON THIS PLAT, AND
THAT THE BOUNDARY LINES AND THE IMPROVEMENTS, IF ANY, ARE AS SHOWN HEREON. THIS PLAT
MEETS THE MINIMUM STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA, BOARD RULE
f1 x787.7 .1600 (21 NCAC 56) AND THE RATIO OF PRECISION DES NOT EXCEED AN ERROR OF CLOSURE OF ONE
IN FEET) (1) FOOT PER 10,000 FEET OF PERIMETER SURVEYED NOR 20 5 ONDS TIMES THE SQUARE ROOT OF
1 1 inch = 20 ft. THE NUMBER OF ANGLES TURNED.
SIGNEDv�aA
6. Deed of Easement to Town of Granite Quarry recorded in Book 930, page
717. No lonaer._affects subiert oro0erty foe attornev for Town of Granite
7. Intentionally deleted.
8. Telephone Line Right of Way Agreement to Eastern Rowan Telephone
Company, Inc. recorded in Book 349, page 599 and Book 349, page 503.
Blanket in nature and cannot be ypeaflcd(y Ipcated.
9. Easement(s) to Duke Power Company recorded in Book 325, page 602 and
Book 338, page 366.natu
10. Easement(s) to Southern Public Utilities Compgn recorded in Book 188,
page 390. Blanket in nature and cannot be 9pggi tally locnted.
x766.8
ASPHALT /
1A TITLE DESCRIPTION:
Lying and being situate in Rowan County, North
S'SMH Carolina, and being more particularly described as
HIM 769.54 follows:
OUT;759.45
BEING all of Lot 1 shown on map for Farmers &
Merchants Bank of Granite Quarry, NC, as platted,
planned and recorded Book of Maps 9995, Page 5767,
Rowan County Public Registry.
GPS CERTIFICATION:
I, ANDREW B. BAKER, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL GPS SURVEY MADE UNDER MY
SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO PERFORM
THE SURVEY:
(1) CLASS OF SURVEY: A
(2) POSITIONAL ACCURACY: HORiZ.: 0.003% VERT.: 0.015'
(3) TYPE OF GPS FIELD PROCEDURE: REAL-71ME KINEMATIC
(4) DATES OF SURVEY. 6/10/2013
(5) DATUM/EPOCH: NAD 83(2001)
(6) PUBLISHED/FIXED-CONTROL USE: NGS MONUMENT "PANTRY"
(7) GEOID MODEL: NC 3200
(8) COMBINED GRID FACTOR(S): 0.99985998
(9) UNITS: U.S. FEET
AREA=46,651 SQ.FT. OR 1.0709 ACRES

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FORTENBERY PROPERTIES
D.B. 1081-779
PIN: 648-067
ZONE CB (CENTRAL BUSINESS)
I
I
CORRIDOR INVESTMENTS, LLC I
D.B. 1110-955
PIN: 648-068
EL- 787.13'(N9w 88) E E E r
E
E �
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Eor
Cv
$2 > t! EOSf24' VN1EY \�� —T—
"W CUT AND SHALL \ \
MOVE EXIST. VALLEY �URB \ BBWN STREET o
FORNEW DRIVEWAY ENTRANCE �,ry VARIABLEP� 8UC RIGH OF WAY � \ M
/ m1 M696066-213� D
D.B.D.B
oas124' v�tlt� ax+B CITY MAINTg1NED - ASPH#4PAVED
6�'S89'O6'31"E /T 6.68'UT1 I
y�OIuov CTOR SHALL SAW"CUT/
AND REMOVE EXISTING 6 I 1 CURB AND PAVEMENT I I
CONTRACTOR &ALL
CONTRACTOR SHALL / / REMOVE EXI WG DI
AND 10" RC PIPE
REMOVE EXISTING CO�C. I
SIDEWALK I I
'a' \
ZONE CB (CENTRAL BUSINESS)
I R �
OUL•7M
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EIR ' CB F U L\\\ RM 76&63
GR:775.2s yr� \ K757.26
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CRP
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CONTRACTOR SHALL CRa \ \
REMOVE EXI TING CONC. ) \
SIDEWALKf 1 1 1 I I I \ \ \ \ m saw -s/
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/ / ' 1 1 I \ \ \ \ 6'TREE \ \ ` C13 \\\ \
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CONTRALTI R SHALL SAW CUT I / 1 -16 \ \ \ \ \ z// A�:.
m AND REM®VE EXISTING 6" c,5� \ \ ��/
I CURB ANQ PAVEMENT
I I I I ER
ASPHALT \
I I CONTRACTOR SHALL \ .0
EMQVE EXISTING CONC. \ - \ \ �/ \ \ \ \ \ u
SID ALK
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\ I
FARMERS & MERCHANT BANK OF
I I m GRANITE QUARRY, NORTH CAROLINA
Hayy D.B. 952-838
I I \\ PIN: 648-066
\ ZONE U (LIGHT INDUSTRIAL)
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DEMOLITION
PLAN
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02 09
INEEfi
V IEim ���\\\ NORTH
Scale
Date
Project No.:
Revisions:
1 "=20'
04/16/2014
Sheet C2

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SITE DATA:
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NGS 'LAKE'
q N;684,137.63'
l E:1.569,773.73'
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FORTENBERY PROPERTIES
D.B. 1081-779
PIN: 648-067
ZONE CB (CENTRAL BUSINESS)
715.96'
rrFew 66) E
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CORRIDOR INVESTMENTS, LLC I
D.B. 1110-955
PIN: 648—DSB
ZONE CB (CENTRAL BUSINESS)
i
ORNE /�! i
TtA141 IVE ,
M E a \\\ \
— — _— — R--i��\ F
ADDRESS:
COUNTY:
TOTAL SITE AREA:
PIN #:
ZONING:
PROPOSED USE:
MINIMUM BUILDING SETBACKS:
FRONT:
0 FT
REAR:
0 FT
SIDE:
0 FT
MIN. LOT WIDTH:
N/A
MIN. LOT AREA:
N/A
MAX. BLDG HGHT-
50 FT
240 N. SALISBURY AVE.
GRANITE QUARRY, NC
ROWAN COUNTY
1.07f Ac. (46,651t SF)
648-163
CB
RETAIL
BUILDING DATA:
GROSS BUILDING AREA: 8320t SF
TOTAL PARKING REQUIRED: 28 SPACES (1 SPACE PER 300 GROSS FLOOR AREA)
PARKING PROVIDED:
REGULAR 9'x19': 28 SPACES
H.C. (REGULAR) 1 SPACE
H.C. (VAN ACCESSIBLE): 1 SPACE
SSMH TOTAL: 30 SPACES
et 75Y.2a
LOT COVERAGE:
LOT AREA: 46,651t SF
EXISTING IMPERVIOUS AREA: Ot SF
PIP PROPOSED IMPERVIOUS AREA: 30,403f SF
PROPOSED PERCENT IMPERVIOUS AREA: 65.2%
Ut
\\� �o WATER SUPPLY WATERSHED CERTIFICATE:
LOT 1 LOCATED ON MB 9995 PAGE 5767, TO THE BEST OF MY
`� KNOWLEDGE DOES NOT LIE WIHTIN A WATER SUPPLY WATERSHED. \ N �s Aim ��P
\\\ \ y QG9�� — DATE ---
\\
\\\
\\\N\
\\ \
/ PROPOSED SEGMENTAL
REGAINING WALL WITH 4'HIGH CNLK FENCE
\\ \\
THE TOPAIOFI RETAINING AT / / A711AT
WALL
IV
'-6" STANDARD SLOPE
ASPHALT
?tDUMPSTER
6' TAPER TOCEIR
FLUSH WITH GUTTER6" CONCRETE DUMPSTERPAD ON 4" ABC STONE6' HIGH WOOD SCREENED /z+ASPHALT ENCLOSURE
seat
T'.78951
2-6" DIA. PIPE BOLLARDS our7�+s
® EACH DUMPSTER
FILLED WITH CONCRETE,
PAINTED RED ® 6' O.C. �\
\�
\
xHEAVY
)� -1
DUTY ASPHALT
8" ABC STONE "
°j ✓�, ;,
+ 2" S 9.5B + 1 S 9.5A
FARMERS & MERCHANT
BANK OF
-�`�'
GRANITE QUARRY, NORTH
CAROLINA
NOTE: REMAINDER OF PARKING LOT WILL BE
PIN: 648-066
LIGHT DUTY WITH A SECTION OF 6" ABC
ZONE U (LIGHT INDUSTRIAL)
STONE + 2" S 9.51B + 1 " S 9.5A
SUBDIVISION ADMINSTRATOR
SIGN LEGEND:
�— A — STOP SIGN (R1-1: 36"x36")
T B — HANDICAP PARKING SIGN
Know what's below.
Call before you dig.
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Gonstru tic i'�' �jc with these documents is
required by the s,ormwatar permit. North Carolina
rules requiru that the stormwater system designer
Inspect during construction; certify conformity with tho
plans and specs; and certify compliance with t �e
stormwater rules. (15A NCAC 2H .1008 ( j ) )
Permit#5 4,0 Dat"W-fTz)L.--
,a194prr+(on or '
Sheer #_------IJ—RevlsionDatc_.Q�.dt. i
SITE
PLAN
CAR
6SS%' •����
2009
�'p• '•rG
"r4// Ili I li\`'\\\\ NORTH
1 "=20'
Scale
Date
Project No.
Revisions
4/16/2014
Sheet C3
lip

NGS "LAKE"
4 N:684,137.6S
l E:1,569,773.7S
091EWAY I
I CdMm
're PP
W tl y
ASPHALT N
rn
SW R
I
MVMY
r­NGS OP
NAD
1 E z
) 88) E
FORTENBERY PROPERTIES
D.B. 1081-779
PIN: 648-067
ZONE CB (CENTRAL BUSINESS)
\\
I
I
I
E
FARMERS & MERCHANT BANK OF
GRANITE QUARRY, NORTH CAROLINA
D.B. 952-838
PIN: 648-066
ZONE U (LIGHT INDUSTRIAL)
CORRIDOR INVESTMENTS, LLC
D.B. 1110-955
PIN: 648-068
ZONE CB (CENTRAL BUSINESS)
i11
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TEMPORARY SILT PE \f
INSTALLEQ ALONG DI
— ITS \ � \
0.00 I R ce
104. �A Ci t-774V `
i �H .01, \� \
54, aces.
WT.772.12 p \
LT FEND
ING DISTURB
ASPHALTSSIIH
SITE DATA:
SITE AREA — 1.07t Ac. (46,651 t SF)
DISTURBED AREA — 1.10t Ac. (47,916t SF)
SOIL TYPE — URBAN
CONSTRUCTION SEQUENCE:
PHASE I:
1. INSTALL CONSTRUCTION ENTRANCE AND TEMPORARY SILT FENCE.
2. INSTALL INLET PROTECTION ON EXISTING DROP INLET AT REAR OF SITE.
3. BEGIN CLEARING AND STRIPPING OPERATIONS.
4. BEGIN GRADING OF BUILDING PAD AND PARKING AREA.
PHASE II:
1. BEGIN INSTALLATION OF FOOTINGS AND BELOW SLAB UTILITIES.
2. INSTALL STORM DRAINAGE AND ON —SITE UTILITIES.
3. INSTALL SAND FILTER OUTLET DEVICE.
4. INSTALL RETAINING WALL.
5. COMPLETE GRADING OF SAND FILTER DEVICE AND INSTALL SKIMMER.
6. POUR BUILDING SLAB.
7. INSTALL EXTERIOR CONCRETE ALONG WITH THE CURB AND GUTTER. INSTALL ABC
STONE ON PARKING LOT.
8. INSTALL ABC STONE AND INITIAL LIFT OF ASPHALT.
9. FINISH BUILDING CONSTRUCTION.
PHASE III:
1. REMOVE ANY SILT ACCUMULATION IN THE SAND FILTER DEVICE AREA AND INSTALL
RIP RAP FILTER BERM.
2. COMPLETE INSTALLATION OF SAND FILTER. SOD INSTALLATION AROUND INFILTRATION
DEVIICE AND BUILDING SHALL BEGIN IMMEIDATELY AFTER INSTALLATION OF SAND
FILTER.
3. REMOVE PERIMETER SILT FENCE AND TEMPORARY EROSION CONTROL MEASURES ONCE
SITE IS STABILIZED.
GENERAL NOTES:
1. GROUND STABILIZATION IN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN
3:1.
2. PERMANENT GROUND STABILIZATION IN 14 DAYS AFTER CONSTRUCTION IS COMPLETE.
3. SEE TABLE BELOW FOR GROUND STABILIZATION CRITERIA.
4. EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON
WEATHER OR OTHER SITE —SPECIFIC CONDITIONS THAT MAKE COMPLIANCE
IMPRACTICABLE. ( SECT. II.B (2)(b))
GRADING NOTES:
1. SPOT ELEVATIONS SHOWN ARE BOTTOM OF CURB, UNLESS
OTHERWISE NOTED.
2. CONTRACTOR SHALL REFER TO GEOTECHNICAL EVALUATION,
DATED JULY 2, 2013 BY SHIELD ENGINEERING.
3. CONTRACTOR SHALL FOLLOW RECOMMENDATION IN GEOTECH
REPORT FOR BUILDING PAD PREPARATION FOR MAINTAINING A
MINIMUM 3 FT OF VERTICAL. SEPARATION FROM PLASTIC CLAY
AND ELASTIC SILT FOR THE SLAB AND SHALLOW FOUNDATIONS.
THE PARKING LOT AREAS SHALL MAINTAIN A 1 FT VERTICAL
SEPARATION FROM PLASTIC CLAY AND ELASTIC SILT MATERIAL.
4. THE UPPER 12—INCHES OF FILL BENEATH BUILDING PADS AND
ROADWAYS SHALL BE COMPACTED TO 100% STANDARD
PROCTOR. THE REMAINING SHALL BE COMPACTED TO 95
PERCENT STANDARD PROCTOR.
5. LANDSCAPE AREAS SHALL BE COMPACTED TO 90% STANDARD
PROCTOR.
SITE AREA
STABILIZATION TIME
STABILIZATION TIME
DESCRIPTION
FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES,
7 DAYS
NONE
AND SLOPES
HIGH QUALITY WATER
7 DAYS
NONE
HQ ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND
THAN 3:1
ARE NOT STEEPER THAN
2'. 1, 140 DAYS ARE
A
7—DAYS FOR SLOPES
SLOPES 3:1 OR
14 DAYS
GREATER THAN 50 FEET
FLATTER
IN LENGTH.
ALL OTHER AREAS
NONE ( EXCEPT FOR
WITHSLOPES FLATTER
14 DAYS
1
PERIMETERS AND HQW
THAN 4:1
ZONES)
PERMANENT SEEDING SPECIFICATIONS:
MIXTURE
FERTILIZER (5-10-10)
AGRICULTURAL LIME (GROUND OR PULVERIZED)
FESCUE
MULCH
RATE
20 Ib/1000 sf
100 Ib/1000 sf
200 lb/Acre
4000 lb/Acre
Know what's below.
Cell before you dig.
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Construction in accordance,vlth these documents is
required by the stormwater permit. North Carolina
rules requlru that the stormwater &/stem designer
Inspect during construction, certify WnlormitY withc.the
plans and specs, and certify ccrnpiiance with the
siomrwater rules. (15A NCA.0 2H 1008 (1) )
:(irmit W3/ date_
Shee<. 7__... __._ _ Revi ,i. Oct__ �1YI
GRADING AND
EROSION
CONTROL
PLAN
CA
AL
i21009
1Eiu1��\\\` NORTH
1 "=20'
Scale:
Date
Project No..
Revisions:
04/16/2014
Sheet C4
V
V
V
V
V

m
Eap
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wv
k FORTENBERY PROPERTIES�� � r
D.B. 1081-779 s�
PIN: 648-067
I ZONE CB (CENTRAL BUSINESS)
9a %MY \ .
NGS 'PANTRY \�
' HAD 83(2001) • `�� \\
N: 682.410.56
E: 1.569,715.96'
EL-787.13'(NAtVD 88) E E
E E E
soelwx -' --�W -
--
--IZI #5 W/CONCR E APRON \ o�
3/4" DOMESTIC WATER METER G TE 785.25 \ B\ROWN STET
RE: _ = 7R1 40 ` _ R^ VARIABLE EUB,UC R1 W
I INV. OUT = 780.58, M.B 9995-57671
BACKFLOW PREVENIR _ _ m� 18 _
213
ILJ INSTALLED IN AN ADOVE T- CITY MAINTDN ASPH4T PA
GROUND INSULATEDJNCLOSU E7 LS 4 VA1Fr CURB -
- -
41
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J'
IN Q 3 X
a_
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= Q MC4A '
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IT
--3/4' IRRIGATIdN METER
" TAP
i
pa� ® 1.00% j
L
DI #3 j
CRATE -=
% INV. IN = 779.42
= 779.a2
:I
Il(r
CORRIUOR INVESIMLNIS, LLC I I
D.B. 1110-955
PIN: 648-068
ZONE CB (CENTRAL BUSINESS) i WATER AND SEWER GENERAL NOTES:
1. CONTRACTOR SHALL COORDINATE INSTALLATION OF THE IRRIGATION AND
DOMESTIC WATER TAPS WITH THE SALISBURY-ROWAN UTILITIES.
.11
\ f ` CONTRACTOR IS RESPONSIBLE FOR ALL FEES ASSOCIATED WITH THE
101`i!L WATER & SEWER CONNECTIONS FOR THE BUILDING.
\ I 2. INSTALLATION OF THE BACKFLOW PREVENTERS SHALL CONFORM TO THE
SALISBURY-ROWAN UTILITIES STANDARDS AND SPECIFICATIONS.
=`- 3. EXIST. UTILITIES SHOWN ON PLAN ARE APPROXIMATE. CONTRACTOR IS
RESPONSIBLE FOR VERIFYING THE LOCATIONS OF THE EXISTING
UTILITIES.
\, I 767.73 C.O.
k - INV. = 767.87 \\\,
- 'r- 1 \ \
D 5.4'�4" PVC '
VED EWER 7.00 win 1
��+.�\ate \ �
- -- '' \\ svw
CS
GR
W2683
auT7rc12 OPEN CUT ROAD
FOR SEWER INSTALLATION
C.O.,F/ `
7 /4" " _\\ �\\INV. = 66.0 \\\ Q
/ ( 96'/8" PVC SCH. C. INV. _ 0016 �, \
13 - � C.O.. INV. = 40 0 / 1.00% i \ \ W ✓4" PVC �r
781.61 \ \ V A�'� SEWER ®7.00 U7
Q d 6" PVCR OF 0. 1 \ \ \ e.. _ \ 10"
LEADER ( ) I V. = 769.65I ;• -_:. \' `�` \\` \ \ S ER
i�VV1 \\ \ If 758.7t
1) I
72.43 I ' '1 cp
` �� \A% NO - 76
2'/8" PVC SCH. j SAND FILTER �,`rc" ` \ \ 0'n
DI 4---- 40 ® 1.Op% DEVICE i f" : - x;- ;. '�z.� \ C 04 Gt
INV. N - ( ` i i r 4 ,, _ .�`• �\ \ y �\\\ \ 58 4 % \4 to rs L�d092
INV. - PFOPOSED FAMILY DOLLAR s" PVG YF \' \ STM \ ' � s'8`o,�'`�`
i
t 8,�20 SF UNDERDRAIN I 777 BR RI -xj7 .OQ
f = FFE -� 786.25 o.5ozs 777 `' ) �` I I�viN_ \1O�i
C.O., INV.,
V °0776 0 `r ` LIST. IN OUT
I C.O0, 5096i
�
INV. = 7 2.42 /
_ - 25'/6"j, PVC SCH. 6" PVC OF tr o�\���� \�
J f ,0 2.00% LEA�ER (TYP) C.3,50 m
. _ 1 a \ c� \\ \
(P-0 s //f-
GRM36,
36'/6" PVC SCH. / , /
_2.00% , ' /� / OUTLET \STRUCT<RE�P1us
Tn I ; SEE DETAIL THI SHEET RIP RAP`\ N
I� ( - I LTER VBERM � � � �� � ��
- RIP\RAP APRON{ �� � � t � �\-'\
INV. - 7 .6 I L=14', W=61, D>=12"
O2 � ;REE '1 `� �` VA \
B i '/6� PVC H. HW 1 \ \ ` \ OUT. \ N \\ \
Cq I Q 2.00% \ A INV. UT = 77�5 0-2 \, wsnrwT \
� ��
®0 22:8\/15" RCP O 1.00% i 6-TREE \\ / /�j S \ / \
cr
- 5 R \ # `
RIMt�
INV. IN 782.60 � 6" R.D.) \"�1
vNV. OUT V7 #2)/�/
_\775.2b
GRr
FRONT VIEW
N.T.S.
• ` CB #2 \ U1 ELEV. - 777.55
�` • ` E1R GRATE
INV. IN = 781,55 (R.D.)
INV. IN = 778.20. (DI-3)
\ INV. OUT = 778.00 / \\ GRND ELEV. - 776.00
ASPHALT
/ a
SSW
A 3.0
f ` / duT:759.45
a
5'
3'
2 ELEV. - 777.50 " - OT WASHED STONE
"
CLEAN -OUT PLACED ELEV - 77830 SECTION VIEW
BOTTOM 1 2 1 INV. IN = 772.30
ELEV. - 774.50 �1 1� N.T.S.
TOP OF SAND ELEV. - 774.50
RlP RAP FILTER ---�
BERM
NON -WOVEN GEOTEXTILE
BOTTOM OF SAND FILTER SHALL -
SLOPE TOWARDS THE UNDERDRAIN
AT 0.50% SLOPE.
BOTTOM OF SAND ELEV. - 773.00
41
-_
4" PVC TO OUTLET STRUCTURE
---
6" PVC PERFORATED UNDERDRAIN
O 0.50% SLOPE (SEE ENLARGED
DETAIL)
SAND MEDIA SPECIFICATIONS:
THE MEDIA IN THE SAND SHALL BE
SECTION VIEW CLEANED, WASHED, COURSE MASONRY SUCH AS
ASTM C33. THE SAND PARTICLES SHAL BE LESS THAN
N. T. S 2 mm AVERAGE DIAMETER. THE FILTER BED SHALL
HAVE A MINIMUM DEPTH OF 18-INCHES, WITH A MINIMUM
DEPTH OF SAND ABOVE THE DRAINAGE PIPE OF 12-INCHES.
SAND FILTER DETAIL
N.T.S.
4"
NOTES:
1. PERFORATIONS SHALL BE
3/8-INCH IN DIAMETER.
2. PERFORATIONS SHALL BE
PLACED 6' ON CENTER IN EACH
ROW.
3. THERE SHALL BE A MINIMUM OF
4 ROWS.
RFORATED UNDERDRAIN
SLOPE
7 WASHED STONE
IN A NON -WOVEN
E FABRIC
UNDERDRAIN DETAIL
N.T.S.
JG ON
S
STRUCTURE
OVED EQUAL
OPENING ON
2 SIDES
PRECAST STRUCTURE
OR APPROVED EQUAL
PROP. 15" RCP 0 0_90%
PROP, 15" RCP
INV. OUT = 772.30
OUTLET STRUCTURE
N.T.S.
Know whars below.
Call before you dig.
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Approv-:tt i4 1t. nru,puments
ee
GorstructiGG , iwI,dal d vitro nese documents )s
required by the .,twmwater permit North Caroline
rules requiro that the stormwater system designer
Inspect dudng construction, certify conformity with the
plans and specs; and certify compliance with the
stiormwaier rules. (15A NCAC `Lhl 1008 (I) )
Permit` Oate_5 /_- y�"
On of
Snae: T__ _ i?evision Date_D�Q16J3.
STORM DRAINAGE
AND UTILITY
PLAN
� N CA
ESS/'
0 2009
N I E� i
��qNuE�\\\�
;lnIilI0 NORTH
Scale.
Date:
Project No.:
Revisions.
1 "= 20'
4/16/2014
Sheet C5
<
Y
I
1 1

1/r
STANDARD 1'-6" CURB AND GUTTER
I/r 0
1 RADIUS
r
r
/b• RAMS
1'-6* REVERSE SLOPE CURB AND GUTTER
FRM�w /DCYES WQN LAWS ARE P
FRWRIOR AS SPEBY THE 517E PLAN
25' RADIUS
81
b e•.R11D1U5. �.
ti
1
2'-0' VALLEY GUTTER
y r RADIUS
• A:
-6'
STANDARD 2'-6' CURB AND GUTTER
RADIUS
CURB AND GUTTER
ACCESSIBLE PARKING REQUIREMENTS ACCESSIBLE ROUTE
TOTAL PARKING SPAM
PROVIDED
MINN" NLMEM
OFF/ LE�a BALES
IE81DM NUMBER OF
A TO BETA REGUM
ACCESSIBLE
1 TO 25
1
1
25 TO 50
2
i
517075
3
1
76 70 100
4
1
101 70 150
5
1
151 10 200
6
1
201 TO 300
7
1
301 TO 400
8
1
401 TO 500
f1
2
sm IOW 1G
zx OF TOTAL
A 'C< SPACES IN
,OOI AND OY47i
20 PLUS 1 FOR
EACH 100 OVER 1000
1 N EVERY 8ACCESSIBLE(
ACCESSIBLE SPACES
MEDICA
FACILITIES AMERCAAS WITH ormaLnIES ACT (RDA}
(SEE NOTE 3)
SEE STD. ND
PUAA
T 8 F
VAN
ONE OUT OF EVERY EIGHT 8 SPACES BUT
HOT LESS THAN ONE. IS 10 BE VAN A IE
PARKING SPACE PAVEMENT MARKINGS
VAN RT-e. �
RBI.,.■ tr . a• PRBv
MUTE
11Dg5` tr veiC
1. ALL Ir36Ir ACCESSIBLE SIM (R7-40 h R7-1> NURD
SHALL BE MOUNTED AT 7 FEET FROM (RAGE R7-Su
TO 80T10M mOE OF N FACE (YUTo )} 1r Y iB
55FEETT F PLACED CAN
AN RAREA�BETW EN
SIEWUIL AND BURDNG FACE W 09M
PEDFSiWIA16 ARE NOT EOFECIED N USE. P UNIFORM 7RWM 2. REFER
FN��) My EDwC
usOEPART OIR TAI�ANM
DEPARTMENT OF TRANSPORTA710N SDPFEIANT
WIMI R7-BD
d F MPS ARE
R ROUTE IS A RAKED ZONE AR AREA THEN PrM.7T tr • C
RAMPS ARE REOIIBED AT LOADING ZONE AREA. • f0•
U
'CONTROL
•6 FT.
RADIUS (TYPICAL)
JOINT FILLER
TRANSVERSE EXPANSION JOINT
Harm
1. CONTRACTOI JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS FOR VALLEY GUTTER,
A 15-FOOT SPACING WAY BE USED WHEN A MACIWIE 15 USM JOINT SPACING MAY BE ALTERED
BY THE ENGINEER
TO PREVENT UNCONOUM CRACIONG.
2. CONTRACTION JOINTS MAY BE NSTAU ED BY THE USE OF TEMPLATES OR FORMED BY DINER APPROVED IEiH10DS
WERE SUCH JOINTS ARE NOT FONED BY TEMPLATES, A MMM ODIN OF 1 1/2• SIAUL BE OBTAML
1 ALL EXPANSION JOINTS SHALL BE SPACED AT TINT FOOT NIERVAI$ AND M,MCJNT 70 ALL RIGD OBJECTS.
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALIC
4. CONCREE COMPRESSIVE SM47H SHALL BE 3800 PAU IN 28 DAYS
S CURB 34N1 BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS
C TOP C OF SUBGRADE BREATH THE CURB AND GUTTER SHALL BE COMPACTED TO IOOX STANDARD PROCTOR DENSITY.
CURB AND GUTTER
e o e 4-o4 .
o d - d'- A
4o4 p' `a o
A O
�.
12:1-
e
Ad Al2:
a�0.44
0000
O O
�— B' 8' 6
TRUNCATED DOME
ACCESSIBLE PARKING AND HANDICAP RAMP SECTION AT BUILDING SIDEWALK
SIGNAGE STANDARDS
B' CONC. SLAB ON ---1
4" COMPAC'.'ED A.B.C. 1
40'
COMPACTED SUBGRADE— SEE SITE PLANS FOR
6"x6' TREATED WOOD LIMITS OF CONCRETE
CORNER POST SET IN PAD
CONCRETE (TYP)
—4"x4" TREATED INTERIOR
POST SET IN CONCRETE
",-.EXPANSION 5 1 /2• METAL PIPE COLUMN
JOINT • 2 FT FOR GATE SEE DETAIL BELOW
CONCRETE PAD DETAIL FOR DUMPSTER PAD
NOTE: CONTRACTOR SHALL FIELD VERIFY FINAL
1"x6' TREATED SOUTHERN PINE PLANKS 4"x4" TREATED INTERIOR POSTS FINAL DIMENSIONS OF GATE WIDTH
6"x6' TREATED WOOD CORNER POSTS PRIOR TO INSTALLATION.
INTERIOR WALL SECTION
2"x6" TREATED WOOD PLANKS
O
I
t0
18' CANE BOLT ON
DOOR
GATE FRAME OF
2'x2"XO.125" TUBE STEEL
FINISH EXTERIOR FACE OF GATE
WITH 1"x6' YELLOW SOUTHERN PINE
TREATED PLANKS
GATE SECTION
DUMPSTER ENCLOSURE DETAIL
6-1 4"x4"xO.25 TESTED
POST CAP 2 3/8- O.D. LINE POST
7 1 5/8. O.D. TOP RAIL
TENSION-
BAND
TENSION
BAR
•
1
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CONCRETE SIDEWALKS
B�
In
so
BI
BE
1/4 TURN FILL PORT
PRONZE BALL SHUT-OFF
VALVE ce
SEE NOTE JY2
1 r"•re:
PA➢
BY
L COPPER TUBBHG
GALVANIZED STEEL
KIN. OF 5' ON
OP ASSEMBLY.
N
3/4" — 1" REDUCE PRESSURE BACKFLOW PREVENTER
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CHAINLINK FENCE DETAIL
ASPHALT PAVEMENT SECTIONS
6" MIN. GRANULAR
LEVELING PAD
�.
DRAINAGE FILL 12" THICK MINIMUM
GEOGRID LAYERS, SPACING, LENGTH
LENGTH DETERMINED BY MANUFACTURER'S
ENGINEER
RETAINING WALL SHALL BE DESIGN/BUILD
BY CONTRACTOR. CONTRACTOR TO FURNISH
DESIGN DRAWINGS TO ENGINEER.
DRAIN TILE, ELEVATION VARIES
OUTLET AT END OF WALL OR AT
40' MAX
MODULAR BLOCK RETAINING WALL
ne®Ax 1 m.O
•. .
•
�.,M..•
SECTION 5-8
SECTION A -A
LBUFaTHIG vim
y � ... e•n.. w• ee. w
o
i '1.
�•otiKtnu wu,e m•e nu mYa r-d' la6n Yo Flu nm v Cn
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m m a. •o•ewl• •,ems mo au am•r n•mam ee+x .A•en• •,eP•,€. emo uwr.a-w.
p C ys n warurt nasee envy r,e wru• w.
2 cm w eun e,n. u mne
Oo r-�
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m T•ae1n
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m • - e.In,M1
e - otnwv fn• e•nr mae v •ID6Mtlf
p. r m Mel mart v .ut f•.•wl •Oe.
r'S<::.f j:F' i.:!: a .f:.r :• • •MI n ninV.R w Ineei IO NL
» Mfl a •1•nYA MM AgA•m me
emn: •1•M •.M.
DEM"MLE WMNIM6 ODES
S" 05
MECHANICAL TUBE SLEEVES TOP OF CONCRETE CURB
VARIES
5-1 2" DIA.x10'x.25 TESTEE 0 TO 6' 1/2• EXPANSION JOINT BACK OF CURB
MECHANICAL TUBING DETECTABLE WARNING
—2X MAX. ... - SEE DETAIL 10.35B
WELD SLEEVES TO c.S::% '
-GATE-ry VARIES (�--132—N R6t • + +++ `
B' TO 5.5' 6" +
DETECTABLE WARNING A 2 .p 12:1 A .
SEE CURB MATCH
DETAIL BELOW 2' „ SIDEWALK WIDTH
SECTION A -A —�
i'-9" 9' -'»(T/4' `-„ RADIUS
VARIES +
r ` CONCRETE
T .SIDEWALK
7' 6'
I F I I
PLAN
CURB DETAIL
DIRECTIONAL HANDICAP ACCESSIBLE RAMP
PLAN VIEW
e•W Arw
nlr we
N' •q. M•IA •0M1
HANDICAP RAMP DETAIL
12:1 SLOPE (INCLUDES
DETECTABLE WARNING)
116" - VARIES 7
PERSPECTIVE
1/2" EXPANSION JOINT (TYP,)
I -CONSTRUCTION JOINT (TYP.)
HAND
PLACED,
BACKFILL
HAND
PLACED'
BACKFILL
STONE
TYPE A HAND TAMPED
WATER
TYPE B
SEWER
TYPE C
TYPE C FOR SEWER
STONE
TRENCH BEDDING
SITE AND
UTILITY
DETAILS
- SEAL -
=
= 022009Zz
E,nsM\
NOT TO SCALE
Scale:
Date:
Project No.:
Revisions:
04/16/2014
Sheet C6
V

FRAM GRATE HOW
JMIS
BACK I
4. SHALL BE PROVIDED IRTH STEPS
(�Lh,t��ll�w•■■rQrI.1�1l'k�w_tti._- :rYeTn:Y
BACK OF
BAGN
d <�.Cri€siNkn;r:Y21�y4n;"►Yt'9tI5X.���wL'r.l•f.t��r:r�IrL-''Jrt.YI'iY,tiru:ar-7 • a ?•-�--R��f:�M■M_r
r
B.
SECTIOIS
---iY-�_1 i IILIlIiIl�lIIlI�IIIIIIIIIIIOR FRAME
9 ALL PIPE IN
106
FOOT OF 78M STONE CONTAINED IN A SAG OF POROUS FABRIC SMALL BE RACED AT
a REMAINING ■ _I
\ 1 :.
VW "CLE SECTION,"I \ IiII/IIIII�hII;II/�III�f III�IL
IIII�II1�II1�I11�I11
NN "
=
-\ SEC \11. BIRCK SHALL BE BONDED NTH FULL HEADERS EVERY 3 = PLACEMENT �
I"A
SECTION 13-13
STEP \ SECTION
_r��.= yr.=.r.I�rll�=t.r.=�r�r'•-
.:.11
BUB
11-3 FLOW -_1�11111( ra.':]:. • � �.i_�' i.
E SUSSMITUTED FOR THE WICKS BEAM.
2. ALL CONCRETE TO BE IME STRPGIH.
FRAME
TO 3/3 THICK,
OUTLET ALL CATCH BASINS
i♦3 .in.�
ON I�e CENTERS. STEPS SHALL BE IN ACCORDANCE WIN SID. 2032. r •u
MEER) BRICK BELL BE PERMITTED
SIDE ELEVATiotuSECTION M-M 4 Ilr R UN Y-Y 7. FOR FRAME AND GRATE DETAIL SEE STANDARD 20.0Z
WHEIVE 42' TO W PIPE IS USED
"-3/4' & ALL PIPE IN SIORM GRAIN STRUCTURE 94ALL BE STRUCK EVEN WIN THE
91 IMEEP I SHAII BE PLACED IN BACK WALL A STORE DRAIN CONSISTING
I/w
1rL_� UUr
SEE i SECTION A -A
SECTION A -A
FOR DETAIL OF M'
� TYPE
'.:\ :\ SECTION
BRICKHOOD ELEVATION
FRAME, GRATE AND HOOD FRAME, GRATE AND HOOD FRAME, GRATE AND HOOD
_r_•
•,' "r r\ •rr-r-�rnr>,� �_ it.�
l
U 54" PIPE FOR USE ON STANDARD CATCH BASIN FOR USE ON STANDARD CATCH BASIN FOR USE ON STANDARD CATCH BASIN
l,
_•I.-
.I111:�.r1111, IlIr
11 .�rq111�_=rll=11r-II-1r1�--1�Ir.;11�rII 1r1�=
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1. STEPS DIFFERING IN DIMENSIONS. 1. ALL DROP INLETS OVER
FINISHEDOR"a
'::::::::•:-:�::,::'::]:c.
PROVIDED IN DEPTH TO 13E
ae ISED 1/4' ATKIN AA CONC. PIPE ON CENTERS, STEPS SHALL BE IN ACOORDANCE WITH SID. 20.12
TAFM:Alo I RWGUR 1 2. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
(IN REVERSE: TIE BE USED PROVIDED INE CONTRACTOR 3. MORTAR JOINTS SHOULD BE BIETWEEN 3/8- AND 5/8- THICK.
HAS FURNISHED DETAILS OF THE X
Y • DROP i 1 ,]I
PROPOSED STEPS AND HAS LOCATIONS.]a WRITTEN APPROVAL FROM THE I-- In,
5. ARIEK) BRICK BELL BE PERMITTED. CONCRETE BRICK OR 4' SOLID CONCRETE M.00KS
SPRING 1-r Star i MAY BE USED IN LIEU OF HARD COMMON CLAY BFUCK.
STEP ENGINEERING, CrAW QPIREJ
LINE i 6. FOR B'-O* IN HE3GHT OIL LESS USE Ir WALL OVER ir-V* IN HEIGHT USE 12' WALL TO
I I Z ALL STEPS SHALL PROTRUDE 6'-Cr FROM TOP OF WALL AND 9' WALL FOR THE REMAINING W-Or. QUANTITIES TO BE
4' FROM EMERGE FACE OF STRUCTURE ADJUSTED ACCORDINGLY.
acoo- . WALL •" . GRATE•. . . 1
1 12' 1 & ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK EVEN WITH THE
PLAN I 51ar PLAN 1. Y_ INSIDE WALL, GIRCILITED AND BRUSHED SMOOTH.
Il- SIDE MEW
12�21 PLAN 9. ALL SILABS SHALL BE FORMED,
4. All CONCRETE TO BE 3800 P.&L COMPRESSIVE
STRENGTH. CAST IROM i
DEFORMED 2'-6-
r� _X_ ALL PIPE IN smm GRAIN STRUCTURES SMALL BE ROD 14 Iff
ri 12. STRUCK EVEN NTH THE INSIDE WAIL /4. ELEVATION
, ASECTION a
SECTION ON
:: WIN STEPS V-r . .a a. IIY/V// -
& FOR RING AND COVER SEE DETAIL 20.10. - f
((DCONCRPE) ICONIC.
cow_ E
FRAME
I tr4
SIDE MEW
DIMENSIONS AND QUANTITIES
1. ALL CASTINGS SHALL BE MADE OF CLEAR. EVEN GRAIN. TOUGH GREY PLAN 12* REINFORCING STEEL NOT DIMENSIONS OF BOX & PIPEI CONC. TOTAL BRICK MASONRY DEDUCTIONS
a SIDE )dEW TO BE USED IN SANITARY
q, CAST IRCH THE CASTING SHALL BE SMOOTH. TRUE 10 PATTERN AN SEVER MANHOLES. PIPE SPAN I WD7H I HEIGHTI IN BASE MIN. FOR ONE PIPE
FREE FROM PRI)JECTIONS. SAO HOLM WARP AND DIM OEFIECITSL COMPOSITE 1. Ilr 1/4� HEIGHT
2. ALL CASTINGS SHALL BE GOATEE) " COAL TAR PITCH VARNISH WHILE HOT =Ao� IS kNNLpU
:!L ALL COVERS USED FOR STORM GRAIN STRUCTURES WALL HAW COVER _13- /I
*WORM SEWC CAST ON THEM, ALL CONERS USED FOR SANITARY SEVEN
l Sl�7a04i00:
STRUCTURES SHALL HAVE -.PATARY WM CAST ON THEM. REINFORCING SEE NOT TO BE USED
4. THE IRCH USED FOR THESE CASTINGS SHALL CONFORM TO THE IN SANITARY SEWER MANHOLES. X-01 Z-01 IV-0- 1 0.267 0.313 M037 1.289 0.0 0.113
SPECIFICATIONS OF THE AM DMGNAIROR A" MR CLASS ELEVATION
SECTION
BLOCK MANHOLE 15 THRU 36" PIPE MANHOLE FRAME AND COVER I! BRICK DROP INLET
GENERAL NOTES,SIM POST S' MAX.
FE WINE FENCING
DRIVIE
1]•FEET
"NEE "CEND
WOMEN FILTEM FAABRID ROAD EDGE MAXIMUM OF 4 FEET APART. MESH OPENINGS)
\•AROUNDTHE PERIMETER OF THE INLET, A --19-GALIGE HARDWARE CLOTH
HARDWARETHE WERE MESH TO THE STEEL
� i
3. SURROUND THE
MESH
L
®L:• 1 • ••
4 I/rj L-4'-4 1/2-2 H F T
RECOMMENDED.
DRAINAGE
1Y 1•
#5 WASINED STORE MAY BE USED
5/8:­ L t -
CAST 1RO14 4. PLACE OLM GRAVEL. (NC DOT 05 16' MIN.
PLAN OF GRATING OR 7 STONE) ON A 2:1 SLOPE
WEr
CAST RICH GENERAL NOTES: A HEIGHT OF 16 INCHES - ----- AND
STEEL POST
FENCE •I SHALL HAVE A MINIMUM OF 6 LINE WINES WITH 12 SONY SPACING. WERE facm•AROUND THE WERE, AND SMOOTH TO
AN EVEN GRADE. 21
r,-4'-7 5X- .-7 5/stj 31-2* -Ile 7- WOMEN FILTER FABRIC BE USED WHERE SLY FENCE 15 TO REMAIN ai EROSION CONTROL
3/4*-� FOR A PERIOD OF MORE THAN 30 DAY& FILTER FABRIC 5. ONCE THE OONTRE31JTING DRAINAGE
/4� AREA HAS BEEN STABILIZED. REMOVE NCDOT #5 OR #57
4= 3. STEM POSTS WWI BE W-Cr IN HEIGHT AND BE OF THE WASHED STONE
SELF-FASTEMER ANGLE STEEL TYPE. ACCUM"TED SEDIMENT, AND WASHED SIONE-\
ESTABUSH FINAL GRACANG FILTERED DETAILS
aNCM SHAUL BE AT EMT 110 CAGE WITH A MINIMUM OF ELEVATIONS.
SECTION
G-G
♦ OPENINGS. STABILIZED IT WITH GROUNDCOVEAL
�
6. WERE MESH SHALL BE MK 13 GAGE WITH
] r•
FEET VOWA
FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
,a , aBUFFER . ] -1 1 ra aEACH\SECTION H-H T-= & ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE MY RWAIRS NEEDED SHALL BE MADE IMMEDIATMY
MIN
3 OR LESS AWAY
RAINFALL AND AT LEW DAILY "M PROLONGED RAINFALL
i THICKNESS
cAl?
a •. r DECOMPOSE2. SHOULD THE FABRIC • END
(RUM TO EVIL BUFFER GUIDELINES), OF THE EXPECTED USABLE USE AM THE BARREN STILL IS NECESSAW, THE 2-3" COARSE o�-
E s DEPOSITS •. REMOVED a EPOS « REPLACED •
MY THE HEIGHI` OF THE .a- Sv.a OEPOWM REMAINING IN
VER FILTER FABRIC SEAL
022009
SECTION F-F RAM AFTER THE SILT FENCE 6 REMOVED SHNLL BE DRESSED 70 CONFORM
TO THE COMM GRADE_ PREPARED AM SEEDED.
HARDWARE CLOTH AND GRAVEL
TEMPORARY STABILIZED CONSTRUCTION ENTRANCE
INLET PROTECTION N
FRAME AND GRATE FOR DROP INLET jokya E, S
■1-I_I1 7IIu =11f n II 1111`�IIr®-_1I1I. InIl_IlI lur=1I1I .-�I�r-II 1 --ffr-•••♦I�-���`ff�.••Lf1' �.•1f-�•L �f-••L�I��•-�f�� ��L f1-••LfI� •••If"-��•-fI.-:y , • rr�rrr1f�1f•iii•�Q• fff1�I`•i�yy�+�•!Ifff1���' ••i••••�•!! I�1fIff•i•.•�L4.! I1fIIiI••i��•*w•! IffIffIem+ty•i�'.yys,�!i IfffIffi•�•�v�L!• I1ffIfI..i��•.vs,L�!f1fSf�I'•"�-•i"yyyy��+!!• fff1lf1•••�••+LL�!! fI1ffff.•y.•�t1ti!•! 1ff1f�I'
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,l)))111) • lulu
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• • /
' •
•
WATER ENTRY
RIP RAP INSTALLED ON TO UNIT \-OUTLET STRUCTURE
PIPE
vr
PIPE
• •
SECTIONi II
• ••-
11.=IC=11=,II-11:=II:=,.11.;,11,==, Ir.=, IL=,.IL=,JI=ILA, Ir=, II„.lL11.1111.11.11.11.=1.14
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FORTENBERY PROPERTIES
D.B. 1081-779
PIN: 648-067
ZONE CB (CENTRAL BUSINESS)
E 6 Pc-- :o"Ta
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FARMERS & MERCHANT BANK OF
GRANITE QUARRY, NORTH CAROLINA
D.B. 952-838
PIN: 648-066
ZONE Ll (LIGHT INDUSTRIAL)
Zh
1
CORRIDOR INVESTMENTS, LLC
D.B. 1110-955
PIN: 648-068
ZONE CB (CENTRAL BUSINESS)
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Constrict c - uican„e w iaSe documents is
required by he GWrmwater permit. North Garonne
rules requlro that the stormw•ater system designer
Inspect during constructioncertify conformity with the
plans and specs; and certify compliance with the
stormwater rules. (15A NCAC 2H .1006(f ))
p rrnii,y5 .3/ 12�Date S -!t
,o,;,,, on or
Sheet X ___._.—Revision DaG=7)jgML
DRAINAGE AREA
MAP
CARi�i
200�
iEim`��\\\ NORTH
Scale:
Date:
Project No..
Revisions.
1 "=20'
04/16/2014
Sheet C8

..-mNAT I
rn
FORTENBERY PROPERTIES
_X
CORRIDOR INVESTMENTS, LLC
D.B. 1081-779
PIN: 648-067
D.B. 1110-955
PIN: 648-068
�� ,_
ZONE CB (CENTRAL BUSINESS)
\ .' I
ZONE CB (CENTRAL BUSINESS)
ANTRY
Iio�ssl� \
71596' 1000,
` l
NtVD 88) E E E E .,\ MORRIS
I GRAVEL RXavE f
K VIM
24' VALLEY CURBWv
BROWN STREET
PtO VARIABLE PUBLIC RIGHT OF WAY n cFNtEwm
m� M.B. 9995-5767 \�\
D.B. 606-213 \\�
EXIST 24' vAUEY (xA1B CITY MAINTAINED — ASPHALT PAVED F
.'.'.'.. '�'
.................................... ... \
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X
X*4
PLANT LIST
KEY
QTY.
SCIENTIFIC NAME
CAL.
HT.
CON.
NOTES
COMMON NAME
TREES
2
ACER RUBRUM "OCTOBER GLORY"
2"
8'
B&B
STRAIGHT TRUNK
0
OCTOBER GLORY RED MAPLE
MIN.
FULL CROWN
2
LAGERSTOEMIA INDICA x FAURIEI
2"
6'
B&B
MULTI —STEM
0
'NATCHEZ
MIN.
3-4 STEMS MAX
NATCHEZ] CRAPE MYRTLE
ILEX CORNUTA 'BURFORDII NANA'
O
33
DWARF BURFORD HOLLY
MIN•
3 GAL.
PLANTED
t 5' O.C.
MYRICA CERIFERA
SOUTHERN WAX MYRTLE
MIN
5 GAL
PLANTED
O14
°
t 5' O.C.
FESCUE SEED (200 LB/AC)
t 7,090 SF
FESCUE SOD
t5,780 SF
PINE STRAW
t5,000 SF
NOTE: CONTRACTOR SHALL NOT MAKE ANY PLANT
MATERIAL SUBSTITUTIONS WITHOUT APPROVAL FROM
ENGINEER.
LANDSCAPE NOTES:
1. ALL PLANT MATERIALS QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR IS
RESPONSIBLE FOR THE VERIFICATION OF ALL QUANTITIES.
2. ALL LANDSCAPE AREAS ARE TO RECEIVE 4" OF TOPSOIL, SEED, MULCH, AND WATER
UNTIL A HEALTHY STAND OF GRASS IS OBTAINED.
3. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE.
ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE
PLANT UST. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL
REQUIREMENTS SPECIFIED. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE OWNER
BEFORE, DURING, AND AFTER INSTALLATION. ALL PLANTING AREAS MUST BE COMPLETELY
MULCHED AS SPECIFIED.
4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE
OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE
TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF
THE LANDSCAPE CONSTRUCTION.
5. THE CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN
DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS.
6. THE CONTRACTOR SAHLL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD
OF 1 YEAR BEGINNING ON THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL
PROMPTLY MAKE ALL REPLACEMENTS BEFORE THE END OF THE GUARANTEE PERIOD.
7. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED
FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION.
8. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL
ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED
WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT
SPECIFICATIONS.
9. STANDARDS SET FORTH IN AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT
GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS
FOR PLANT MATERIAL.
10. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT
PROPERTIES MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS.
11. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND
CONSTRUCTION DEBRIS.
12. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO
BACKFILLING.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND SHRUBS THAT
WILL MEET BOTH MINIMUM SIZE AND SPACING FOR THE ZONING COMPLIANCE. FAILURE TO
INSTALL PLANT MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE
OF OCCUPANCY. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING INSPECTIONS OF
PLANT MATERIAL.
..1
CONTAINERIZED PLANT MATERIAL
TV. COLLAR—\
WIN. r HT.
2.
INSTALL CONTAINERIZED PLANTS AT
FINISHED GRADE
POE STRAW
3.
TAMP PLANTING MIX FIRMLY
AS PIT IS FILLED AROUND
la
EACH PLANT BALL.
4
T-
4.
OMIT COLLAR AROUND EAC14 SHRUB
VMEN IRRIGATION SYSTEM IS PRESENT.
Y TRENCH AROUND —
ENTIRE gJWTNG BED
5.
SOAK EACH PLANT BALL AND
PIT IMMEDIATELY AFTER
EDGE
INSTALLATION.
BFD
Own m
[IIIIIIt=e)•o11111173
31
�1• .:l iL •1 :L
SHRUB PLANTING BED
N.T.S.
3/. N ~ —
NCROVN ro
IE AT rMlw aADE
T HNN / r M MAIRMN,
ADRI wram: R ND:m%Ni—\
3 - ,5°'•Atr NOOD 6TAM-
" CO"Emm LAY INIE
DRI E11 N ME MIDI 31RIP
F y WACED ANORD 11E
IRP KNOT" 3IDP NWT.
TALKER INAN No ONNEM
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FOR EXAMPLE: CALIPER HEIGHT ORANGE) MAX HEIGHT W, ROOT BALL DIA. AWL RDOT BALL DEPTH
2" 12-14' 16' 2e 16'
S. 14-16' ,e' 32' M.
TREE PLANTING
(FOR SINGLE AND MULTI -STEM TREES)
NOT TO SCALE
NOTES:
1. REMOVE VARE AND NYLON TVANE FROM BALL AND CANOPY.
2. SOAK ROOT WILL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION,
3. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
LEGAL MANNER
4. RESEED UNM%CHED, DISTURBED AREAS
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Scale'
Date:
Project No.
Revisions•
1"=20'
4/16/2014
Sheet L 1
Y
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