SW4100302_APPROVED PLANS_20100609

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW��(�O'3Ov�
DOC TYPE
❑ CURRENT PERMIT
I� APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
S604�lg (99
YYYYMMDD

CIVIL SITE DEVELOPMENT PLANS
for
108 EAST BALFOUR AVENUE
ASHEBORO TOWNSHIP - ASHEBORO -. RANDOLPH COUNTY -NORTH CAROLINA
PROJECT NO.: E-1712
JANUARY, 2008
SHEET INDEX
�b IN
.SHEET NO. DESCRIPTION
• q ;q
Z?c1f0ur 4 ve. 0 COVERSHEET
ummeg n Ineer1ngA550Clc-ltc5, P��C I SITE & JTLIITY PLAN
" 9 2 GRADING, DRAINAGE & EROSION CONTROL PLAN - PHASE I
EnSincenng ~Land Flannin - Consu%ting93 GRADIPG, DRAINAGE & EROSION CONTROL PLAN - PHASE 2
.�� to F L/,?. f) oxg 6y 4 INFILTFA"FION TRENCH PLAN & DETAILS
A5heboro, NC27203 5 STANDARD DETAILS
Phone: [phone] Fax: [phone] ASHEBORO STANDARD WATER DETAILS
VICINITY MAP r—mad- mackoa5hcboro.com 7 ASHEDDRO STANDARD SANITARY SEWER DETAILS
NOT TO SCALE 8 EROSION CONTROL DETAILS
9 LANDSCAPE PLAN
10 LANDSCAPE DETAILS

I,,_:A_k.1L,.1..1�cs�
NEW WATER SERVICE CONNECTION TO TRY
EXISTING 6" CI WATER MAIN. 60d Nall No.1
1" DIRECT TAP AND CORPORATION COCK. Assumed f7ev. DIRECT BORE 28f LF OF
1" TYPE K COPPER FROM TAP TO METER
100.00 4" DIP SANITARY SEWER
SERVICE UNDER EAST
NEW 1" WATER METER BALFOUR AVENUE.
~---- MH TO BE LOCATED OUTSIDE R/W 54 LF 15" RCP CONNECT TO EXISTING
RA»=104.9 • 2 00% MANHOLE AT THE SHELF
��In v.1OO.3
PPrrons INV IN 95.08 INV OUT 94.0
SF' Extst 8' Santfary Sewe� '� "'��.
21 t�7 � Ex Son MH
QiH E Rim=9.3
E.
BQr/four -�
Ave �' 0 JJ Inv. Ww87. 8 j ca, In v E-85.6
---�� ON E O ° Ld e Of
EX, 6" CAST xav wA
S 8 14 44" E 1 \ ! c�j +� PO ent
to
PPLf. 12*
Sweet �.
. Gum
t9 • S 84'02'32" E
�yn \v PP 10 Swee! 1 \ f 51 66 e Of 1 S 84.23'09" £ �o
Sl9n • / Gum _ 7 ), f en 74.82
\ \ 12 9 R1W
Ex/stin9 \jOa • le o� .` _4 b _ �r J 1\
andscaped LGass L
Area , I AF i 10'00' 0
� � ' _ _ „- - GO f y ,s P OW r
\ �& SIGHT \
�- DISTANCE v 89
/ 111 6 \ `9� ASPHALT `}O• !-G In1
Paved \ � / I \ S 1 S {'N ,�� `PAVING % 1 Grovel
( GN 1 USj COMPLY, r f � l , 11GH `
A EBORO ZONING / ,� / �1 r DISTT CEF
wy
OR�IN CE ARTICLE 500) j / 24• CO f-1-�
�\ 8L \ \ , ,a f 1 1 �- I I� \
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TRE�APRs C 0
jFENCING �r J ! CO 4
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6.
G1"ne
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EX/Stin g Islands
Brick 1 I Glass I� \ '
Building •" I I I \ �- I
! 1 Hlck NE 1" 0 PSI j ' / ,s► \� f 1 ss ary PO YETHELENE
VICE WA R S fl /! J J
00 NEW 4" SCH 140 PVC \ 1 4006* ice• 4 i
I1 I 5i i CO SANITARY S WER 1
-- ✓ SERVICE
ASPHALT 1 ' f * • oak
Paved I -- / ONCRET£ �"Odium 1 '04:* I �
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ASPHALT I
` 0 4" w PAVING / ' f MOM*:
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Inv. Unknown
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L 98-
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N 89'55'45" E
227.5'*
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6. Water
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8.
' GEN RATOR / / Mom. •
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Area �� - f ` f / /r.� 106
1I PPL t 1 1 O °-° OBILE TOTE If`1 ` 9
� t R -� � 14
KEENED EN LdSU 1 0 ^ / 2"• emoM a _
(EMPLY WITH ] \
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ARKING FLUSH ` O�DINANCE ARTIC 00A)
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r 82 35'Q9" W
N 82 41'4 " W
75.36' `Q
Balfour Baptist Church000
'
1351/1172 QI
BEFORE YOU DIG 1 112
CALL 1-800-632-4949
N.C. ONE -'CALL CENTER
IT'S THE LAW I
Pm 7762067634
Ri i ff,or r.rnl in 2
I3 1
Schwarz Properties, LLC
200411642
Pin 776206994J
Buffer Group SF
"N 8274211- Vy
100.06'
�,l
CITY OF ASHEBORO NOTES:
PARKING:
NUMBER OF SPACES REQUIRED = 1 SPACE PER EMPLOYEE ON
LARGEST SHIFT
MAX NO OF EMPLOYEES ON LARGEST SHIFT - 2
PARKING PROVIDED = 14 SPACES (INCLUDES 1 H/C)
2 SPACES PROVIDED FOR FACILITY VEHICLES
(2 SPACES FOR FACILITY VEHICLES ARE INSIDE BUILDING)
REQUIRED BY SECTION 406 & TABLE 400-1.
LOADING:
NUMBER OF SPACES REQUIRED = 1 SPACE PER 8000 SF (FLOOR AREA)
1-12'x3O' LOADING SPACE REQUIRED
1-12'00' LOADING SPACE PROVIDED
REQUIRED BY SECTION 412 & TABLE 400-2.
PAVING:
PAVED PARKING SHALL BE 8" ABC, 2" 1-2 (MIN.)
ASPHALT AND SHALL BE IN COMPLIANCE WITH SECTION 408-E.
NOISE:
NOISE FROM THE PROPOSED DEVELOPMENT SHALL MEET SECTION 317A.
GRADING:
SHALL BE DONE PER THE APPROVED GRADING AND EROSION CONTROL PLAN.
GRADE:
GRADE SEPARATION OF BUILDING AND PARKING AREAS SHALL
BE REQUIRED BY SECTION 409 B.1. (4" MIN.)
WATER:
WATER & SEWER SHALL BE PROVIDED FROM THE CITY OF ASHEBORO
& SEWER
UTILITY SYSTEM.
LIGHTING:
ALL AREA LIGHTING SHALL BE DIFFUSED TYPE DESIGNATED TO LIMIT
THE FOOT CANDLES AT ALL PROPERTY LINES TO A VALUE NOT TO
EXCEED 2.0 FOOT-CANDLE AT THE LOT LINE AND OTHER
REQUIREMENTS OF 317A.
SIGNS:
LOCATION AND SIZE OF ANY SIGNS WILL BE DETERMINED BY
OWNER IN ACCORDANCE WITH ARTICLE 500.
BUFFER:
BUFFERING AS PER ARTICLE 317A.D(J) FOR 25' PLANTED BUFFER
ON THE EAST SIDE OF PROPERTY.
LANDSCAPING:
LANDSCAPING AS REQUIRED BY SECTION 317A.D(II) WITHIN THE
FIRST 10 FEET OF ANY REQUIRED FRONT YARD AND 409B.2
IN PARKING LOTS.
SCREENING OF
MECHANICAL EQUIPMENT SHALL BE SCREENED AS PER
MECHANICAL EQJIP.: APTICLE 317A.D(e)
SCREENING OF
SOLID WASTE AREAS: SOLID WASTE SCREENING SHALL COMPLY WITH ARTICLE 317A.D(f)
PERFORMANCE
STANDAR' .
THIS AREA IS
NOT LOCA7ED WITHIN ANY KNOWN FLOOD ZONE OR WATER SHED AREA.
GRADING NOTE:
IF NATURAL BUFFERS ARE PROPOSED,
VERIFY THERE IS ADEQUATE ROOM
FOR GRADING.
UTILITY NOTES:
1. WATER & SEWER SERVICE LINES TO BE INSTALLED
IN ACCORDANCE TO THE NORTH CAROUNA
PLUMBING CODE.
2. ALL UTILITY LOCATIONS TO BE COORDINATED WITH
LOCAL UTILITY COMPANIES.
3. REFER TO ARCHITECTURAL PLANS FOR EXACT
LOCATIONS OF WATER, SEWER, GAS, ELECTRIC,
TELEPHONE, & CABLE SERVICES.
4, IF FIELD CONDITIONS VARY FROM PLAN, CONTRACTOR
TO CONTACT ENGINEER IMMEDIATELY.
GRAPHIC SCALE
10 20 40
(IFEST)
1 inch = 20 f1"
GENERAL SITE NOTES:
1. BOUNDARY & TOPOGRAPHIC SURVEY
BY STEVEN D. BROWN
DEC. 7. 2007. JOB NO. 2007-037
2. DEED REFERENCE: DS 2052 PG 670
3. PLAT BOOK: PB I PG 131
4. TOTAL SITE AREA = 1.9907 ACRES
5. ALL BEARINGS ARE GRID BEARINGS.
6. IRON PIPES AT ALL CORNERS UNLESS
OTHERWISE NOTED.
7. CURRENT ZONING: 0&1
8. EXISTING LAND USE: VACANT
9. PROPOSED LAND USE: MEDICAL SERVICES
(AMBULANCE SERVICE)
10. UNDERGROUND UTILITIES, WHERE DISCERNABLE
BY SURFACE APPURTENANCES (MANHOLES,
CATCH BASINS, VALVES, ETC.), ARE SHOWN
PER INFORMATION OBTAINED FROM ENGINEERING
PLANS, UTILITY ENTITIES, SITE PLANS do OTHERS.
THEY SHOULD BE CONSIDERED APPROXIMATE.
11. SHOULD EXISTING CONDITIONS DIFFER FROM
WHAT IS SHOWN ON THESE PLANS, CONTACT
ENGINEER IMMEDIATELY. ADDITIONAL WORK
PERFORMED WITHOUT OWNERS, ENGINEERS, &
ARCHITECTS KNOWLEDGE & APPROVAL WILL BE
DEEMED INCIDENTAL WORK WITH NO EXTRA
PAYMENTS MADE.
12. LANDSCAPE REQUIREMENTS PER CITY OF
ASHEBORO STANDARDS.
13. SUBJECT PROPERTY BUFFER GROUP = 2
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EX. 6" CAST /ROYV WA i S $ 14'44" E
/NE 12" f
PP� PK Noir �� • �. \ sweet �1 RlWe
Gum
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Sign • Gum f- 7 I
RIP -RAP OUTLET PROTECTION
LENGTH 6'
WIDTH = 4'
DEPTH 15" CLASS "B"
Ex Son MH
RIM =931
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Inv.E=85.6
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L andscaped r Cass 1 �! G'� ♦ �,� = r J YY
Area 1 4 r 110'x70' ♦ = -» - - - _ � � � P
\ i0 DbIGHTISTANCE
\ ,♦ \ .7F' _~ �f''~� / }8
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DISTANCE
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sf
f R
edTic\ \ 1 1 � j 2
TR,EFPRO C 0��1 j \ 1 - �♦ TEM�RARY
Y ! FENCING aft so ROCK CHECK DAMe.
Cone. ~ / ► \
Islands II t
Existing �am lNow
Brick
Building
1 Hla
°ry' ` I C4��`y
tr �
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' I 1 0oP LIMITS OF CONSTRU] ON 1
FOR PHASE 1co 1
l f / TEMPORARY
.
f I CONSTRUCTION 1 / ♦ pa \
Paved f ♦ ENTRANCE iV is 12'
/ ♦ i I / Medium oars
1 ♦♦ f i Woods J (0' , I CHANNEL 1 r 1�2
;
j � � o .� �.
1 I Apple
I1 N GrGs3 1 ♦ �1
Grovel
Junction Box
Inv Unknown
c
N 89'55'45" E
227.5't
To Centerline
Intersection Of End Gc:'s
i Woter
Pleasant St. Line_*
Ex San Mn
2
Rim=91.8
In v. -89. 4
Frame
House
EM
� gE
10' M8L
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189112126 f "
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ANNE
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1zy
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1 \-' Grads \ �" J , 1 2 '
/E "CTEMP5 UFl
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# 1 FromeCo�J 4,! ,� lue 'um
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e
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118013-37o,50 r 1z
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Jr EXISTING CHANNEL
18" WIDE 12" DEEP j
1 J
` ,
Balfour Baptist t Church
BEFORE YOU DIG I 1351/1172
Pin 7762067634
CALL 1-800-632-4949
N.C. ONE -CALL CENTER Buffer Group 2
IT'S THE LAW I
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$1 ao$1 a9" W / !
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2004 642
Pin 776206994J
Buffer Group SF
CITY OF ASHEBORO NOTE
PARKING &
NUMBER OF SPACES REQUIRED = 1 SPACE PER EMPLOYEE ON
LOADING
LARGEST SHIFT
MAX NO OF EMPLOYEES ON LARGEST SHIFT - 2
PARKING PROVIDED - 14 SPACES (INCLUDES 1 H/C)
2 SPACES PROVIDED FOR FACILITY VEHICLES
(2 SPACES FOR FACILITY VEHICLES ARE INSIDE BUILDING)
REQUIRED BY SECTION 400-1.
PAVING:
PAVED PARKING SHALL BE 8" ABC, 2" 1-2 (MIN.)
ASPHALT AND SHALL BE IN COMPLIANCE WITH SECTION 408-E
NOISE:
NOISE FROM THE PROPOSED DEVELOPMENT SHALL MEET SECTION 317A.
GRADING:
SHALL BE DONE PER THE APPROVED GRADING AND EROSION CONTROL PLAN.
GRADE:
GRADE SEPARATION OF BUILDING AND PARKING AREAS SHALL
BE REQUIRED BY SECTION 409 B.1. (4" MIN.)
WATER:
WATER & SEWER SHALL BE PROVIDED FROM THE CITY OF ASHEBORO
& SEWER
UTILITY SYSTEM.
LIGHTING:
ALL AREA LIGHTING SHALL BE DIFFUSED TYPE DESIGNATED TO LIMIT
THE FOOT CANDLES AT ALL PROPERTY LINES TO A VALUE NOT TO
EXCEED 2.0 FOOT-CANDLE AT THE LOT LINE AND OTHER
REQUIREMENTS OF 317A.
SIGNS:
LOCATION AND SIZE OF ANY SIGNS WILL BE DETERMINED BY
OWNER IN ACCORDANCE WITH ARTICLE 500.
BUFFER:
BUFFER AS PER ARTICLE 300A, AND 308A THE REQUIRED 10' FRONT
YARD FOR EAST BALFOUR AVENUE AND 25' PLANTED BUFFER ON
THE EAST SIDE OF PROPERTY.
LANDSCAPING:
LANDSCAPING AS REQUIRED BY SECTION 308 WITHIN THE FIRST
10 FEET OF ANY REQUIRED FRONT YARD AND 409 B.2
IN PkIKING LOTS.
SCREENING OF
MECHANICAL EQUIPMENT SHALL BE SCREENED AS PER
MECHANICAL EQUIP.:
ARTICLE 306A.
SCREENING OF
SOLID WASTE AREAS: SOLID WASTE SCREENING SHALL COMPLY WITH ARTICLE 307A.
PERFORMANCE
STANDARD:
THIS AREA IS
NOT LOCi`:'T�_LT• WITHIN ANY KNOWN FLOOD ZONE OR WATER SHED AREA.
GRADING NOTE:
IF NATURAL BUFFERS ARE PROPOSED,
VERIFY THERE IS ADEQUATE ROOM
FOR GRADING.
UTILITY NOTES:
1. WATER & SEWER SERVICE LINES TO BE INSTALLED
IN ACCORDANCE TO THE NORTH CAROLINA
PLUMBING CODE.
2. ALL UTILITY LOCATIONS TO BE COORDINATED WITH
LOCAL UTILITY COMPANIES.
3. REFER TO ARCHITECTURAL PLANS FOR EXACT
LOCATIONS OF WATER, SEWER, GAS, ELECTRIC,
TELEPHONE, & CABLE SERVICES.
4. IF FIELD CONDITIONS VARY FROM PLAN, CONTRACTOR
TO CONTACT ENGINEER IMMEDIATELY.
SEQUENCE OF CONSTRUCTION - PHASE 1
1. OBTAIN GRADING PERMIT AT PRECONSTRUCTION MEETING ON SITE.
2. STAKE LIMITS OF CON STRUCTION/DISTURSANCE FOR PHASE I.
3. INSTALL STABILIZED CONSTRUCTION ENTRANCE/MUD RA113 AND
PERMANENT DRIVEWAY CULVERT WITH INLET do OUTLET PROTECTION.
4. INSTALL TREE PROTECTION FENCING AROUND 60" RED OAK,
5. CONSTRUCT CHANNEL 1. LINE CHANNEL 1 WITH NAG P--300.
PLACE ROCK CHECK DAM BELOW CHANNEL 1.
6. CONSTRUCT PERMANANT DIVERSION CHANNEL do CLEAN OUT/
REDEFINE EXISTING CHANNEL.
7. SEED & MULCH ALL AREAS DISTURBED BY THE CONSTRUCTION
OF CHANNEL 1.
OCKOCHZCK DAM
N 82`41 r4 ". W
75.36' I\Q
-N 82-24'21" W GRAPHIC SCALE
cr wtvic�,r rn� 1 f 1 100.060
so o 10 ao ~o
112 J I
h_113
Tiee LJn ( IN FEET
e 1 inch - 20 fL.
GENERAL SITE NOTES:
1. BOUNDARY & TOPOGRAPHIC SURVEY
BY STEVEN D. BROWN
DEC. 7, 2007. JOB NO. 2007-037
2. DEED REFERENCE: DB 2052 PG 670
3. PLAT BOOK: PB 1 PG 131
4. TOTAL SITE AREA = 1.9907 ACRES
5. ALL BEARINGS ARE GRID BEARINGS.
6. IRON PIPES AT ALL CORNERS UNLESS
OTHERWISE NOTED.
7. CURRENT ZONING: 0&1
8. EXISTING LAND USE: VACANT
9. PROPOSED LAND USE: MEDICAL SERVICES
(AMBULANCE SERVICE)
10. UNDERGROUND UTILITIES, WHERE DISCERNABLE
BY SURFACE APPURTENANCES (MANHOLES,
CATCH BASINS, VALVES, ETC.), ARE SHOWN
PER INFORMATION OBTAINED FROM ENGINEERING
PLANS, UTILITY ENTITIES, SITE PLANS & OTHERS.
THEY SHOULD BE CONSIDERED APPROXIMATE.
11. SHOULD EXISTING CONDITIONS DIFFER FROM
WHAT IS SHOWN ON THESE PLANS, CONTACT
ENGINEER IMMEDIATELY. ADDITIONAL WORK
PERFORMED WITHOUT OWNERS, ENGINEERS, &
ARCHITECTS KNOWLEDGE & APPROVAL WILL BE
DEEMED INCIDENTAL WORK WITH NO EXTRA
PAYMENTS MADE.
12. LANDSCAPE REQUIREMENTS PER CITY OF
ASHEBORO STANDARDS.
PIEDMONT TRIAD AMBULANCE
& RESCUE, INC.
P.O. BOX 534
HIGH POINT, N.C. 27261
Ph (336) 887--3411
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189112126
Pin 7762076004
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Landscaped
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1_�_ Pat.'
TEMPORARY
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lone/
S 80'33'05" E
108.16,
BEFORE YOU DIG I
CALL 1--800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW I
-~\N 8033,05" W
\ 99.54'
S 84�'14'44" E I
. e _,
I o
Balfour Baptist Church
IJ51/1172
Pin 7762067634
Buffer Group 2
7BM
60d Nail No.1
Assumed Elev
100.00
Jill
\ 000
w"(W
112113
Tree Line
unction Box
Inv. Unknown
N 89'55'45" E
227.5't
To Cen ten'lne
In t ersectlon Of End Ga6.
Water Pleasant Stt t1Y7
tx fan Afm
Rlm'W91.8 --
Inv.-89.4
Schwarz Properties, LLC
200411642
Pin 776206994J
Buffer Group SF
CITY OF ASHEBORO NOTES:
PARKING &
NUMBER OF SPACES REQUIRED = 1 SPACE PER EMPLOYEE ON
LOADING
LARGEST SHIFT
MAX NO OF EMPLOYEES ON LARGEST SHIFT = 2
PARKING PROVIDED = 14 SPACES (INCLUDES 1 H/C)
2 SPACES PROVIDED FOR FACILITY VEHICLES
(2 SPACES FOR FACILITY VEHICLES ARE INSIDE BUILDING)
REQUIRED BY SECTION 400-1.
PAVING:
PAVED PARKING SHALL BE 8" ABC, 2" 1-2 (MIN.)
ASPHALT AND SHALL BE IN COMPLIANCE WITH SECTION 408-E
NOISE:
NOISE FROM THE PROPOSED DEVELOPMENT SHALL MEET SECTION 317A.
GRADING:
SHALL BE DONE PER THE APPROVED GRADING AND EROSION CONTROL PLAN.
GRADE:
GRADE SEPARATION OF BUILDING AND PARKING AREAS SHALL
BE REQUIRED BY SECTION 409 B.I. (4" MIN.)
WATER:
WATER & SEWER SHALL BE PROVIDED FROM THE CITY OF ASHEBORO
& SEWER
UTILITY SYSTEM.
LIGHTING:
ALL AREA LIGHTING SHALL BE DIFFUSED TYPE DESIGNATED TO LIMIT
THE FOOT CANDLES AT ALL PROPERTY LINES TO A VALUE NOT TO
EXCEED 2.0 FOOT-CANDLE AT THE LOT LINE AND OTHER
REQUIREMENT'S OF 317A.
SIGNS:
LOCATION AND SIZE OF ANY SIGNS WILL BE DETERMINED BY
OWNER IN ACCORDANCE WITH ARTICLE 500.
BUFFER:
BUFFER AS PER ARTICLE 300A, AND 308A THE REQUIRED 10' FRONT
YARD FOR EAST BALFOUR AVENUE AND 25' PLANTED BUFFER ON
THE EAST SIDE OF PROPERTY.
LANDSCAPING:
LANDSCAPING AS REQUIRED BY SECTION 308 WITHIN THE FIRST
10 FEET OF ANY REQUIRED FRONT YARD AND 409 B.2
IN PAiT`tING LOTS.
SCREENING OF
MECHANICAL EQUIPMENT SHALL BE SCREENED AS PER
MECHANICAL EQUIP.:
AR i1CLE 306A.
SCREENING OF
SOLID WASTE AREAS; SC:.ID WASTE SCREENING SHALL COMPLY WITH ARTICLE 307A.
PERFORMANCE
STANDAR0-
THIS AREA IS
NOT LOCATED WITHIN ANY KNOWN FLOOD ZONE OR WATER SHED AREA.
GRADING NOTE:
IF NATURAL BUFFERS ARE PROPOSED,
VERIFY THERE IS ADEQUATE ROOM
FOR GRADING.
UTILITY NOTES:
1. WATER & SEWER SERVICE LINES TO BE INSTALLED
IN ACCORDANCE TO THE NORTH CAROLINA
PLUMBING CODE.
2. ALL UTILITY LOCATIONS TO BE COORDINATED WITH
LOCAL UTILITY COMPANIES.
3. REFER TO ARCHITECTURAL PLANS FOR EXACT
LOCATIONS OF WATER, SEWER, GAS, ELECTRIC,
TELEPHONE, & CABLE SERVICES.
4. IF FIELD CONDITIONS VARY FROM PLAN, CONTRACTOR
TO CONTACT ENGINEER IMMEDIATELY.
SEQUENCE OF CONSTRUCTION - PHASE 2
1. CONFIRM CHANNEL 1 IS STABILIZED.
2. STAKE LIMITS OF CONSTRUCTION FOR PHASE 2,
3. PLACE 4 STONE OUTLETS AND SILT FENCE ALONG WESTERN BANK
OF CHANNEL 1 do EXISTING CHANNEL.
4. INSTALL REMAINDER OF EROSION CONTROL DEVICES.
5. BEGIN MAJOR GRADING OPERATION.
6. MAINTAIN AND CLEAN ALL EROSION CONTROL DEVICES
THROUGHOUT THE DURATION OF THE PROJECT.
7. SEED AND MULCH FOLLOWING FINISH GRADING.
8. AFTER THE SITE HAS BEEN STABILIZED REMOVE ALL
TEMPORARY EROSION CONTROL DEVICES.
9. WHEN ALL AREAS HAVE BEEN STABILIZED AND GRASS IS
ESTABLISHED CONSTRUCT THE INFILTRATION TRE14CHES
AS SHOWN ON SHEET 4.
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
i inch - 20 &
GENERAL SITE NOTES:
1. BOUNDARY & TOPOGRAPHIC SURVEY
BY STEVEN D. BROWN
DEC. 7, 2007. JOB NO. 2007-037
2. DEED REFERENCE: DB 2052 PG 670
3. PLAT BOOK: PB 1 PG 131
4. TOTAL SITE AREA = 1.9907 ACRES
5. ALL BEARINGS ARE GRID BEARINGS.
6. IRON PIPES AT ALL CORNERS UNLESS
OTHERWISE NOTED.
7. CURRENT ZONING: 0&1
8. EXISTING LAND USE.: VACANT
9. PROPOSED LAND USE: MEDICAL SERVICES
(AMBULANCE SERVICE)
10. UNDERGROUND UTILITIES, WHERE DISCERNABLE
BY SURFACE APPURTENANCES (MANHOLES,
CATCH BASINS, VALVES, ETC.), ARE SHOWN
PER INFORMATION OBTAINED FROM ENGINEERING
PLANS, UTILITY ENTITIES, SITE PLANS do OTHERS.
THEY SHOULD BE CONSIDERED APPROXIMATE.
11. SHOULD EXISTING CONDITIONS DIFFER FROM
WHAT IS SHOWN ON THESE PLANS, CONTACT
ENGINEER IMMEDIATELY. ADDITIONAL WORK
PERFORMED WITHOUT OWNERS, ENGINEERS, &
ARCHITECTS KNOWLEDGE & APPROVAL, WILL BE
DEEMED INCIDENTAL WORK WITH NO EXTRA
PAYMENTS MADE.
12. LANDSCAPE REQUIREMENTS PER CITY. OF
ASHEBORO STANDARDS.
so PIEDMONT TRIAD AMBULANCE
& RESCUE, INC.
P.O. BOX 534
HIGH POINT, N.C. 27261
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FABRIC, TYP.
FILTER
FABRIC
INFILTRi
TRENCH
SMALL BERMS _
(6't HIGH) TO _
DIRECT WATER
TO TRENCHES,
AS REQUIRED
VICINITY MAP
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INFILTRATION
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10'
MAINTENANCE WIDTH TOP ELEVATION
EASEMENT
'uRASSEb AREA I i /
-- -GRASSED AREA
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MAINTENANCE
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PLAN SECTION
INFILTRATI❑N TRENCH SYSTEM,
NTS NOTES:
1. EDGE OF INFILTRATION TRENCH TO BE A MINIMUM
OF 5' FROM EDGE OF PAVEMENT.
2. CONTRACTOR TO DIRECT ALL DOWNSPOUTS
TOWARD INFILTRATION TRENCHES. TRENCH SURFACE
STONE OR
REMOVABLE VEGETATION
WELL CAP WITH INLETS
SS -�: SS
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NTS INFILTRATION
, TRENCH
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NTS
INFILTRATION
TRENCH
LENGTH
WIDTH
DEPTH
TOP
ELEVATION
BOTTOM
ELEVATION
SEASONAL
HIGH WATER
1
100'
8'
2.5'
102.2'
99.7'
<96.2'
2
65'
4'
2'
102.2'
100.2'
<96.2'
3
90'
5'
2'
101.2'
99.2'
<95.2'
4
41'
6'
2.5'
100.2'
97.7'
<94.2'
5
2 0'
7'
2.5'
9 8.2'
9 5.7'
<9 2.2'
6
15'
3.5'
2
9 8.2'
96.2
<9 2.2'
7
37'
4'
2.5'
100.2'
97.7'
<94.2'
8
75'
4'
2'
102.2'
9 9.2'
<9 4.2'
PIEDMONT TRIAD AMBULANCE
& RESCUE, INC.
P.O. BOX 534
HIGH POINT, N.C. 27261
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N.C. ONE -CALL CENTER Buffer Group 2
IT'S THE LAW I
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GENERAL SITE NOTES:
1. BOUNDARY & TOPOGRAPHIC SURVEY
BY STEVEN D. BROWN
DEC. 7, 2007. JOB NO. 2007-037
2. DEED REFERENCE: D13 2052 PG 670
3. PLAT BOOK: PB 1 PG 131
4. TOTAL SITE AREA = 1.9907 ACRES
5. ALL BEARINGS ARE GRID BEARINGS.
6. IRON PIPES AT ALL CORNERS UNLESS
OTHERWISE NOTED.
7. CURRENT ZONING: 0&1
8. EXISTING LAND USE: VACANT
9. PROPOSED LAND USE: MEDICAL SERVICES
(AMBULANCE SERVICE)
10. UNDERGROUND UTILITIES, WHERE DISCERNABLE
BY SURFACE APPURTENANCES (MANHOLES,
CATCH BASINS, VALVES, ETC.), ARE SHOWN
PER INFORMATION OBTAINED FROM ENGINEERING
PLANS, UTILITY ENTITIES, SITE PLANS & OTHERS.
THEY SHOULD BE CONSIDERED APPROXIMATE.
11. SHOULD EXISTING CONDITIONS DIFFER FROM
WHAT IS SHOWN ON THESE PLANS, CONTACT
ENGINEER IMMEDIATELY. ADDITIONAL WORK
PERFORMED WITHOUT OWNERS, ENGINEERS, &
ARCHITECTS KNOWLEDGE & APPROVAL WILL BE
DEEMED INCIDENTAL WORK WITH NO EXTRA
PAYMENTS MADE.
12. LANDSCAPE REQUIREMENTS PER CITY OF
ASHEBORO STANDARDS.
13. SUBJECT PROPERTY IS BUFFER GROUP 2
LANDSCAP,NG NOTE: MIN. TREE__l SHRUB SIZE *PLANTING
CANOPY TREE IN BUFFER - 1" CALIPER & 6' HIGH
CANOPY TREE IN OTHER PLANTINGS - 1 1 /2" CALIPER & 6' HIGH
UNDERSTORY TREE IN BUFFER = 3' HIGH
UNDERSTORY TREE IN OTHER PLANTINGS - 4' HIGH
EVERGREEN TREE IN BUFFER - 2' HIGH
EVERGREEN TREE IN OTHER PLANTINGS - 3' HIGH
DECIDUOUS SHRUB IN BUFFER - 12" HIGH
DECIDUOUS SHRUB IN OTHER PLANINGS - 15" HIGH
EVERGREEN SHRUB IN BUFFER = 9" HIGH
EVERGREEN SHRUB IN OTHER PLANTINGS - 12" HIGH
ALL LANDSCAPING TO CONFORM TO THE CITY OF ASHEBORO
ZONING ORDINANCE - ARTICLE 300A
LANDSCAPE LEGEND
AND QUANTMES
CRAPE MYRTLE 9
RED MAPLE 1
0 JAPANESE HOLLY 23
INDIA HAWTHORN 3
LANDSCAPING
REQUIRED
PROVIDED
10' STREET YARD
1 SMALL TREE PER 25 L.F.
9 CRAPE NYRTLE
NORTH PARK DRIVE (SR 1476)
1 EVERGREEN SHRUB PER
23 JAPANESE HOLLY
275 L.F.
10 L.F. & THE BALANCE
COVERED WITH EVERGREEN
225' TO BE USED AS A
GROUND COVER OR MULCH.
PLANTING YARD. (50' OF
WOODED STREET YARD TO
REMAIN UNDISTURBED.)
SIDE YARD WEST
NONE REQUIRED
(BUFFER GROUP 2 AGAINST
BUFFER GROUP 2)
SIDE YARD SOUTH
NONE REQUIRED
(BUFFER GROUP 2 AGAINST
BUFFER GROUP 2)
SIDE YARD EAST
2 CANOPY TREES
27 SIGNIFICANT CANOPY &
25' TYPE "C" BUFFER
6 UNDERSTORY TREES
UNDERSTORY TREES EXISTING
320 L.F.
10 SHRUBS PER 100 L.F.
(SHOWN). DOZENS MORE
CANOPY & UNDERSTORY TREES
WITH CALIPER & HEIGHT
SUFFICIENT TO MEET CITY OF
ASHEBORO LANDSCAPE
ORDINANCE.
6' OPAQUE FENCE
6' TALL TREATED LUMBER
OPAQUE FENCE ALONG THE
CLEARING LIMITS.
INTERNAL/PARKING LOT
8.1 S.F. x 16 SPACES-
1 LANDSCAPE AREAS
LANDSCAPING
130 S.F. REQUIRED = 1
PROVIDED
LANDSCAPE AREAS REQ'D.
1 RED MAPLES
SIGN AT ENTRANCE
LANDSCAPING AT SIGN
3 INDIA HAWTHORN PLACED
IN A MANNER AS TO NOT
OBSTRUCT THE SIGN
GRAPHIC SCALE
( IN FEET )
1 inch = 20 tt.
o PIEDMONT TRIAD AMBULANCE
& RESCUE, INC.
P.O. BOX 534
HIGH POINT, N.C. 27261
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Sheet No
9
of 10

CONSTRUCT EARTH
SAUCER WITH 4" HIGH
FORM-- FLOOD WITH
WATER TWICE IN
FIRST 24 HOURS
18" MIN. FOR PLANTS
UP TO 4' HIGH.
20" MIN. FOR PLANTS
OVER 4' HIGH.
BREAK SUB —SOIL
WITH A PICK.
PRUNE 1 /5 OF LEAF
AREA, BUT RETAIN
NATURAL FORM.
2" PEAT MULCH
6" FOR PLANTS UP TO 4'
HIGH— 8" FOR PLANTS
OVER 4' HIGH.
SHRUB PLANTING DETAIL
1. THE LANDSCAPE CONTRACTOR SHALL MAKE HIMSELF AWARE OF
EXISTING UTILITIES. HE SHALL NOTIFY THE RESPECTIVE PUBLIC
UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
2. PLANTING BEDS AND PLANT LOCATIONS SHALL BE STAKED BY THE
CONTRACTOR AND APPROVED BY THE OWNER OR OWNER'S
REPRESENTATIVE PRIOR TO INSTALLATION.
3. PLANTING BEDS SHALL BE CLEARED OF ALL GRASS AND WEEDS
PRIOR TO INSTALLATION OF PLANTS, AND SHALL BE CULTIVATED AS
SHOWN ON THE PLANTING DETAILS.
4. ALL DISTURBED AREAS TO BE SEEDED UNLESS OTHERWISE NOTED.
5. PLANTING BEDS SHALL HAVE 4" SHREDDED HARDWOOD BARK MULCH
IN ENTIRE BED UNLESS OTHERWISE NOTED ON DRAWINGS.
6. ALL PLANTED AREAS SHALL BE TREATED WITH A WATER --SOLUBLE
HERBICIDE FOR THE NON —SELECTIVE CONTROL. OF ANNUAL AND
PERENNIAL WEEDS PRIOR TO PLANTING.
7. ALL TREE AND SHRUB PITS SHALL BE BACKFILLED WITH A PLANTING
SOIL MIXTURE OF 1 PART PEAT MOSS, 3 PARTS TOP SOIL AND 1
PART SAND, THOROUGHLY MIXED.
8. ALL PLANTED AREAS TO BE FERTILIZED WITH GRANULAR FERTILIZER.
CONTRACTOR TO PROVIDE SOIL TEST AND FERTILIZER APPLICATION
RATES IF REQUIRED FOR APPROVAL.
9. SPRAY TREES AND SHRUBS WITH AN ANTI —DESICCANT IF FOLIAGE IS
PRESENT.
10. EVERGREEN TREES AND SHRUBS SHALL BE PLANTED THE SAME AS
DECIDUOUS MATERIAL.
11. DO NOT PRUNE ANY MATERIAL UNTIL IT HAS BEEN VIEWED AND
ACCEPTED BY THE OWNER OR OWNER'S RESPRESENTATIVE.
12. ALL PLANT MATERIAL TO BE NURSERY GROWN AND TO COMPLY WITH
AMERICAN STANDARD FOR NURSERY STOCK ANSI—Z60-1-1986.
13. ALL MATERIALS INSPECTED AT THE SITE AND FOUND NOT TO BE
ACCEPTABLE SHALL BE REMOVED FROM THE SITE ON THE DAY OF
REJECTION.
14. IMMEDIATELY AFTER A TREE IS PLANTED, IT SHOULD BE SUPPORTED
WITH STAKES AND GUY WIRES TO FIRMLY HOLD IT IN PLACE. (SEE
DETAIL —THIS SHEET) REMOVE STAKES AND TIES AFTER ONE YEAR.
15, THE LOWER TRUNKS OF NEW TREES SHOULD BE WRAPPED WITH
BURLAP OR PAPER TO PREVENT EVAPORATION AND SUN SCALD.
THE WRAPPING SHALL REMAIN ON THE TREE AT LEAST ONE YEAR.
16. PLANT ALL TREES AT LEAST 3 1/2 FEET FROM THE END OF HEAD—
ON PARKING SPACES TO PREVENT DAMAGE FROM CAR OVERHANG.
LANDSCAPE NOTES
TYPICAL TREE PLANTING
TREE PROTECTION FENCING
N.T.S.
THIN OUT INTERIOR BRANCHING
OF PLANT MATERIAL / TREE AS
PER SPECIFICATIONS.
3/4" BLACK RUBBER HOSE
NO.12 GAUGE DOUBLE
STRAND GALVANIZED WIRE
PROTECTIVE TREE WRAPPING
REFER TO SPECIFICATIONS
3 - 2'X2" SOUND HARDWOOD
STAKES OR APPROVED METAL
'T' STAKES
5" HIGH SAUCER WITH A 4"
LAYER OF SHREDDED PINE
BARK MULCH.
SOIL MIX AS SPECIFIED
TREE ROOTBALL
Z
7
6
in
m
m
THIN OUT INTERIOR BRANCHING
OF PLANT MATERIAL / TREE AS
PER SPECIFICATIONS.
3/4' BLACK RUBBER HOSE
NO. 12 GAUGE DOUBLE
STRAND GALVANIZED WIRE
PROTECTIVE TREE WRAPPING
REFER TO SPECIFICATIONS
3 - 2"X2" SOUND HARDWOOD
STAKES OR APPROVED METAL
"T" STAKES
5" HIGH SAUCER WITH A 4'
LAYER OF SHREDDED PINE
BARK MULCH.
SOIL MIX AS SPECIFIED
TREE ROOTSALL AS SPECIFIED
ON CONSOLIDATED PLANT LIST
(BdcB OR CONTAINER)
MULTI --TRUNK TREE PLANTING
DO NOT DAMAGE OR CUT LEADER
TWO—PLY REINFORCED BLACK RUBBER HOSE
3/16" CABLE GUY WIRES WITH 6 1/2"
GALVANIZED TUMBUCKLES.
4" HIGH SHREDDED BARK MULCH
CREATE 5" HIGH WATER BASIN (SAUCEf
AROUND EVERGREEN TREE.
STEEL "r STAKE OR 2"X4" X 2"-4" N(
WOOD STAKE (NOTCH 6" FROM TOP).
FINISHED) GRADE
REMOVE TOP PORTION OF BURLAP IF TREE
IS B&B STOCK.
COMPACTED TOPSOIL AND PLANTING BACKFILL
INSTALL. FERTILIZER TABLETS TO A MIN. DEPTH OF 3".
SCARIFY PIT BOTTOM
SUBGRADE
WIDTH OF TREE PIT TO BE
TWICE ROOTBALL DIAMETER.
NOTE: 1. DO NOT ALLOW AIR POCKETS TO FORM WHEll BACKFILLING.
2. LEAVE A MINIMUM OF 6" OF STAKE ABOVE GRADE TO ALLOW FOR FUTURE REMOVAL.
3. POSITION CROWN OF ROOT BALL A MINIMUM OF 8" ABOVE FINISHED GRADE TO ALLOW FOR SETTLING.
EVERGREEN TREE PLANTING
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Sheet No.
10
of 10