SW4110601_APPROVED PLANS_20110127

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW -" I 1 (°) Co O j
DOC TYPE
❑ CURRENT PERMIT
R APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
2,o)) 0 12.7
YYYYMMDD

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Tract 1
1.812 Acres
78,952 Sq.Ft.
(Vacant - No Buildings)
___�_FRAME 11M
.
\ A
014
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(Tract 2) �l �
P.o.B 1� I
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,a °c ant
Portion of property b
located within the
fight -or --Wray of
N.G Highway 42
\ WV* IPr,• .
Y \
\ k 90JW RM
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Tract 2
0.352 Aerft
15,347 Sq.Ft
(Vacant - No Buildings)
Mir
Clapp Ron
td Property
United Patrlerehip
PIN 7761414180
OB 1662-1W
Lots 14,15,10 - P8 4-16
VICINITY MAP - N.T.S.
rc. Salisbury Street
O
9 � �
s`
�c
cv <
h;9h v c� o
�2 SUE 76 Street
� b
Worth Street f:) rt:�
CITY -OF ASHEBORO NOTES:
PARKING & TOTAL NUMBER OF PARKING SPACES = 5 SPACE/1000 SF OF FLOOR SPACE
LOADING 7000 SF / 1000 SF = 7 x 5 = 35 SPACES REQUIRED (INCLUDES 2 HANDICAP)
43 SPACES PROVIDED (2 HANDICAP) AND 1-12'x3O' LOADING ZONE.
REQUIRED BY SECTION 400-1.
PAVING: PAVED PARKING AREAS SHALL BE 6" ABC, 2" SF9.5B (MIN.)
ALL DRIVE AISLES SHALL BE 8" ABC, 2" SF9.5B (MIN.)
ASPHALT AND SHALL BE IN COMPLIANCE WITH SECTION 408-E
NOISE: NOISE FROM THE PROPOSED DEVELOPMENT SHALL MEET SECTION 317A.
GRADING: SH ^,Lt, 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 FULL CUT-OFF 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, SECTION 304A.4A. AS WELL AS
MODIFICATIONS IN ARTICLE 300A, SECTION 317A.D.1.
LANDSCAPING: LANDSCAPING AS REQUIRED BY ARTICLE 300A, SECTION 317A.D.1.
SCREENING OF MECHANICAL EQUIPMENT SHALL BE SCREENED AS PER
MECH. EQUIP.: ARTICLE 317A.D
SCREENING OF SOLID WASTE SCREENING SHALL COMPLY WITH ARTICLE 317A.D
SOLID WASTE AREAS:
PERFORMANCE STANDARD: AS PER SECTION 317A.
THIS AREA IS NOT LOCATED WITHIN ANY KNOWN FLOOD ZONE OR WATER SHED AREA.
6L SITENO :
1. BOUNDARY SURVEY BY:
R.SCOTT BARRETT, PLS
112 NEWKIRK WAY PO BOX 1340
TRAVELERS REST, SC 29690
[phone]
2. TOPOGRAPHY BY:
JOSH MONTAZERI, PLS
PO BOX 5535
ASHEBORO, NC 27204
336-308-4911
3. DEED REFERENCES:
DB/PG 2126/1522
4. PARCEL ID 7761412301
5. TOTAL SITE AREA = 1.812 ACRES
6. ALL BEARINGS ARE GRID BEARINGS.
7. ALL CORNERS NOTED
8. CURRENT ZONING: 0&1
9. PROPOSED ZONING: SAME
11. EXISTING LAND USE: VACANT
12. PROPOSED LAND USE: HEALTH PRACTITIONERS OFFICE
13. PARKING:
5 SPACES PER 1000 SF GROSS FLOOR AREA
7000 SF / 1000 SF = 7 x 5 = 35 SPACES REQUIRED
43 SPACES PROVIDED INCLUDES 2 H/C
14. UNDERGROUND UTILITIES, WHERE DISCERNABLE
BY SURFACE APPURTENANCES (MANHOLES,
CATCH BASINS, VALVES, ETC.), ARE SHOWN
PER INFORMATION OBTAINED FROM ENGINEERING
PLANS, �._ITILITY ENTITIES, SITE PLANS & OTHERS.
THEY SHOULD BE CONSIDERED APPROXIMATE.
15. SHOULD L­ <iSTIING CONDITIONS DIFFER FROM
WHAT IS SHOWN ON THESE PLANS, CONTACT
ENGINEE^rt IMMEDIATELY. ADDITIONAL WORK
PERFORMED WITHOUT OWNERS, ENGINEERS, &
ARCHITECTS KNOWLEDGE & APPROVAL WILL BE
DEEMED INCIDENTAL WORK WITH NO EXTRA
PAYMENTS MADE.
16. LANDSCAPE REQUIREMENTS PER CITY OF
ASHEBORO STANDARDS.
Al 17. NO WETLANDS OR SURFACE WATERS EXIST
ON THIS SITE.
ROOF DRAIN NOTES: ' probed StorMwatwr Permit 00cumenta
Constrt,Ctior� in acc_ordanre with .:,ese documents iir
' required by the slormwater F,ermit. North Carolina
rUleS reUuire that the slVrrrnvat h • steaA CIBIiI
gfter
1. NO ROOF DRAINS CONNECTED DIRECTLY inspect during construe±ion; certify conformity with ttro
TO STORM DRAIN PIPES. Plans and sV%, any: certify compliance with the
2. ROOF DRAINS MUST BE CONNECTED stOrrtwatertWeS (15ANCAC21"I.1008(j))
TO STORM DRAIN STRUCTURES. 0ermil #�- Sj" </v6_t�/_ Date /V
�'-.-� ✓ .__.___._... _. Wh, !J osinn of W;%tar Qu,slliy
.5t�+,:•t & ..._ .._.'� _..---• - Ftevisrc^ I?8fr......._.._.._..
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.
BEFORE YOU DIG !
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW !
MARASCO &
ASSOCIATES, INC
HEALTHCARE ARCHITECTS AND
CONSULTANTS
475 LINCOLN ST. SUITE 150
DENVER, COLORADO 80203
PH. [phone]
FAX [phone]
jummerJ. ,,EnSineering
ssocia tes, fLL C
Enginccring
Land Panning
Consdiing
PQ. ,gox 968
AsAcboro, NC 2,7204
Prone:336 j.28-oy02
Fax [phone]
Lrvad- [e-mail]
? NGINE �.
THESE DRAWINGS ARE THE SOLE AND
EXPRESS PROPERTY OF MARASCO &
ASSOCIATES AND ARE FULLY PROTECTED
UNDER THE COPYRIGHT LAWS OF THE
UNITED STATES OF AMERICA. ANY USE OF
THESE PLANS OTHER THAN THAT
AUTHORIZED BY MARASCO '& ASSOCIATES IS
EXPRESSLY FORBIDDEN. MARASCO &
ASSOCIATES IS NOT RESPONSIBLE FOR
ERRORS AND OMISSIONS WITHIN THESE
DRAWINGS DUE TO UNFORESEEN
CIRCUMSTANCES. ACTS OF GOD, OWNER
REQUESTED CHANGES AFTER CONSTRUCTION
HAS STARTED, OR FAILURE OF CONTRACTOR
TO REQUEST PERTINENT iNFORMATION PRIOR
TO START OF CONSTRUCTION. THE USE OF
THESE DOCUMENTS CONSTITUTES FULL
ACCEPTANCE OF THESE TERMS AND
CONDITIONS.
JOB TITLE
ASHEBORO
MEDICAL
PROPERTIES, LLC.
CENTRAL
PIEDMONT
SURGERY
CENTER, LLC.
ASHEBORO, NOR
CAROUNA
job no. 10-D10
date 01 /27/11
revision
Q 03/21 /11
ADDED GENERAL
SITE NOTE {#17
drawn by JCP
SHEET TITLE
OVERALL
SITE PLAN
GRAPHIC SCALE
30 0 45 30 60
( IN FEET )
I inch = 30 fL
120
SHEET NUMBER
C1.0

uJ
N-
EXIST SAN SWR
MH
TOP 795.19
V IN 787.22
(n (1):)
\INVOUT 787.58
788.36
C3 0-
ELF
N M
4" POST
INDICATC
VALVE
4" REDUCED PRESSURE
DETECTOR ASSEMBLY
WILKINS MODEL 975 ADA
ABOVE GROUND HEATED
FIBERGLASS ENCLOSURE
B F PRODUCTS MODEL
8000-APD.
4" GATE
VALVE-
2" CORPORATION —
STOP
4"x4"x4"
TEE
VICINITY MAP — N.T.S.
E. Salisbury Street
0
9 � �
c
m
c
co Q
o
A2 os Street
4iTF
OPEN CUT ASPHALT do CONNECT
NEW 6" SEWER SERVICE TO DL J
S SSYH AT ELEVATION MO
6' DIP SANITARY SEWER -
SERVICE O 1.0% EXISTING TIME-
$ WARNER CABLE THOMAS ST - - - - - - - - - 9 c
NCSR # 2195 J
rFay (VARIABLE WIDTH PUBLIC R/W) �j U
FOC FOC FOC p
P OHP OHP OHP OHP OHP F�OPP OHP OHP FDC 0,{p OFOC FOC FOC FOC FOC Er
OHP OPP OHp FOC F
a OHP �p
FOC �I ti.J
OHP OHP OHP OPP OHP FOC
pyP OHP FOC 0i.�p F FOC FOC FOC O
ONP FOC FOC FOC
ri DHP � OHP � OPP FOC -^� F� � E1 R�Q ��O OHP - 0HP OHP F� F
O' OHP -� FOC
~~ FOC
OHP OHP OHP OPP F
6' PRIVATE SANITARY 0HP �� aiP oc
1 SEWER SERVICE O 1.Ox WN. OPP aaP z 0
x
1
CLEMOUT
INV 789.75t
1
S4
1
9
1
1
F.D.
SITE SIGNAGE � x
(LOCATION TO c~" 3
81= vERlr-rED) �.
O 0
"-i Z
75" C14 �
EXISTING TREES — — -� 36•0 _ a
TO REMAIN
In
0 O. o °° L
plr)
0, o✓
42 OAK\
0 \ PAIN T o
ONE- N
�p WAY � ® 7/
01 4' CONC. WALK Up /!�-e C.P_5.C.?O'
\
. ON ,aPA. NT .• � 18.0'----1--- SIGN R��O ONE-
WAY PICK WAY
PAINT
o q '4V v CANOPY \ \ S�QpE R60.0,
° ' \ 00 Z flf�lq)
y�� / O °\ : +�: .''� \1F FUTURE /
0 ca / i � \ Up EXPANSION R20 Q'
1 � \ �2 / Q \ �qv �\ \ (1,600 SFt)
$ 0 � 3 OAK �
33" OAK PATIENT-` / ` \ / 4
1 PARKING01) o 0 C0 �/ \
$ \ 4 ` BENCH \ Is. \
' \ Rio, H.C. r \ \ N V 7&i.� C4N R10.0' i
SIGN 8Q• \ C'
1 0 CL
o �J
1 \ o
R3 0 IY ONE-
WAY PROPQSED CENTRAL PIEDMONT
SURGERY -CENTER
R20.0 TOTAL USEABLE AREA = 6,993 SF
TOTAL GROSS AREA = 7,341 SF
\ SITE SIGNAGE ELECTRICAL F.F.E. = 799.0 /
\ (LOCATION TO TRANSFORMER
BE VERIFIED) \ROOF
OVERHANG Jr,
\� 0a GAS
4" DIR WATER LINE C' METER
4 FT. NVER MIN. 9� 2" DOMESTIC
1 % \ O 4" DIP WATER LINE
c \ <3 FIRE LINE
1-4" 90' BEND \
\ `\ 1-4" 22.5' BEND
' k 1-2" 90' BEND
\� 1-2" 22.5' BEND
\y ELEC CAL
\ ENGINE TO
\�, \ RIFY Ff L SIZE IT
c \ \ OF GENERA OR FNT4�
\ 1 \ STAFF
\ $ \ 4" DIP WATER LINE PARKING \
A 4 FT. COVER MIN.
gs \\ BY CONTRACTOR "
�► \ %
1 A \
\ \\ 2" PVC WATER LINE
CO CO 4 FT. COVER MIN.
\ DIRECT BORE 4" DIP 2" WATER LINE &
Wl. UNDER HWY 42 2" WATER METER BY
r BY CONTRACTOR \\ CITY OF ASHEBORO
r ` 1-12"x4" TAPPING QSa $ DIRECT BORE 2" WL
r \\ SLEEVE & VALVE UNDER HWY 42 BY
1 BY CONTRACTOR CITY OF ASHEBORO F�
\ �' a.
Re
DUMPSTER ENCLOSURE
MUST COMPLY WITH
1-12"x2" TAPPING \ 2o�+ CQ%b ARTICLE 307A OF T Y OF ASHEBORO HE
SLEEVE & VALVE BYQf
CITY OF ASHEBORO q*�`• \4"¢sO ZONING ORDINANCE
\ f r \* \ \ DRAWIN ITECTURAL SH OR DETAIL)
\.
�o
`Loy '` �c4s \
",40
4 4
\\ 4. �OA.-
EXISTING 2"
O \ GAS LINE
�` \ �Cb \
\ \ \��s
k
FI
2" RPZ IN HOT BOX \ OPTICEXISTINCABLE R
(ABOVE GROUND) . 4'
� po&--��� ..;.
/ 001 .+.
9
/ RAMP
UP
T}�
IQ 0, SoRze F C
MB!
WATER SERVICE NOTE;
WATER SERVICE CONNECTION
AND METER TO BE PROVIDED
BY THE CITY OF ASHEBORO
UPON RECEIPT OF CONNECTION
i FEE FOR THE SIZE DESIRED.
SEWER SERVICE NOTE:
SEWER SERVICE CONNECTION
TO BE PROVIDED BY THE CITY
OF ASHEBORO UPON RECEIPT
OF CONNECTION FEE FOR THE
SIZE DESIRED.
GRAPHIC SCALE
20 0 10 20 40
BEFORE YOU DIG 1
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW I
MARASCO &
ASSOCIATES, INC
HEALTHCARE ARCHITECTS AND
CONSULTANTS
475 LINCOLN ST. SUITE 150
DENVER, COLdRADO 80203
PH. (303) 832-28$7
FAX [phone]
5ummey,Engineering
Associates, PLLC
Fnginccn"ng
Land Planning
Consulting
PQ. L50x y6s
Asheboro, NC 2,72c,+
Phone: 3 3 6--3.2 8- q 9O2
Fax: 336 328-Q922
mail- mack@ashcboro_com
CA
O
55!
�O f
C '
L
2sa41 I
-2 -
GIN ��� �%
�'•qck S UMM�o``��
*##",I sa m e%%0%$
THESE DRAWINGS ARE THE SOLE AND
EXPRESS PROPERTY OF MARASCO &
ASSOCIATES AND ARE FULLY PROTECTED
UNDER THE COPYRIGHT LAWS OF THE
UNITED STATES OF AMERICA. ANY USE OF
THESE PLANS OTHER THAN THAT
AUTHORIZED BY MARASCO & ASSOCIATES IS
EXPRESSLY FORBIDDEN. MARASCO &
ASSOCIATES IS NOT RESPONSIBLE FOR
ERRORS AND OMISSIONS WITHIN THESE
DRAWINGS DUE TO UNFORESEEN
CIRCUMSTANCES, ACTS OF GOD, OWNER
REQUESTED CHANGES AFTER CONSTRUCTION
HAS STARTED, OR FAILURE OF CONTRACTOR
TO REQUEST PERTINENT INFORMATION PRIOR
TO START OF CONSTRUCTION. THE USE OF
THESE DOCUMENTS CONSTITUTES FULL
ACCEPTANCE OF THESE TERMS AND
CONDITIONS.
JOB TITLE
ASHEBORO
MEDICAL
PROPERTIES, LLC.
CENTRAL
PIEDMONT
SURGERY
CENTER, LLC.
ASHEBORO, NOR
CAROLINA
job no. 10-DIO
date 01 /27/11
revision
drawn by JCP
SHEET TITLE
SITE &
UTILITY PLAN
4" DIP
WATER LINE
END OF CITY
MAINTENANCE
2- WATER
METER
( IN FEET )
1 inch = 20 ft.
80
SHEET NUMBER
C' 1 1

UJ
Q � 1
C4
CD `ro
f OPEN CUT ASPHALT do CONNECT
N CID NEW S" SEW R SERMCE TO EX.
SSMH AT ELEVATION 789.0
}� � TEMPORARY ROCK p 1
1 k 1 rWrrW neu \
x
i
CLEANOUT
INV 789.75f
\ � Z
\ 9 \\ \ \ \ r
IPF
3 .. OAK 1
v 1
1
A
\\� \ �b�1 C(> N\svR.Uc��
CH NtL\ LIMN
\X \
P.
1 \y 9" / H A�
\\ \\ \ \\
LU
LU \1 \
W 1 \
1 �
I � 1
r g
f
I
r
I
r
i
r +l
\ � V ,
\ � q � cvA
\Zs
NSET
NOTE:
TEMP SED TRAP 1 TO REMAIN IN PLACE UNTIL SITE
IS STABILIZED OR APPROVAL IS GIVEN BY NCDENR
TO REMOVE OR FILL IN PARTIALLY.
a%A
` ss TEMP. DIVERSION \ \\ \ \ \ \
\\ �` ERM TO 1DIRECT \ \ \ \
ATER TO TRAP 1 \ \ \
41
r \;
10
` Tg��jC� \�°c 1 I c
ti
\ TEMP SED TRAP 1\ \
�. LENGTH = 65' i
\ WIDTH = 20' �o�s
DEPTH = 2.5' \
WEIR = 6'
i
IPF
\ IPF, 1"0T'
A'c9s 1 \ C (BERT)
\ EXISTING FIBER
OPTIC CABLE \� Fps I \
PROPERTY LINE IS
LIMITS OF CONSTRUCTION
VICINITY MAP - N.T.S.
E. Salisbury Street
O
v �
9 C
c
y� 0 o
9h�°y a rh
Q2 S ° as street
ATE
Worth Street C)
co
' J
I of '�
0) � 4
hf I U
' a LIMITS OF
CONSTRUCTION
�,a\ IPF
OT
A\
TEMPORARY ON"
TEMP SED TRAP 2
LENGTH = 46'
WIDTH 23'
DEPTH 2.5'
WEIR 6'
Q
TEMPORARY
EARTH BERM
1 i /
ENVIRONMENTAL NOTE
NO WETLANDS OR SURFACE
WATERS EXIST ON THIS SITE.
BEFORE YOU DIG !
CALL 1-800-632-4949
N.C. ONE --CALL CENTER
IT'S THE LAW 1
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
W W
O O
Qz ' z
(Dw Nw
>Y_ >�
iyLU
�z z
�w w
C pY I'fv
SW --t110t0at
MARASCO
ASSOCIATES, INC
HEALTHCARE ARCHITECTS
AND CONSULTANTS
.475 LINCOLN ST. SUITE 150
DENVER, COLORADO 80203
PH. [phone]
FAX [phone]
1.jummetJ, Engineering
Associates, PLLC
lffngineermg
Land Planning
Consulting
P.O. E)ox g"
Asheboro, NC 2720-f
f bonc: 336-328-O902
rax: 336-328-0922
mail- mackoasheboro.com
Ferri ��� �
NG IN'G� "
k S I�M��.•`���,
C
lfff41A1l11���+
THESE DRAWINGS ARE THE SOLE
AND EXPRESS PROPERTY OF
MARASCO t ASSOCIATES AND ARE
FULLY PROTECTED UNDER THE
COPYRIGHT LAWS OF THE UNITED
STATES OF AMERICA. ANY USE OF
THESE PLANS OTHER THAN THAT
AUTHORIZED BY MARASCO 4
ASSOCIATES 15 EXPRESSLY
FORBIDDEN. MARASCO 4
ASSOCIATES 15 NOT RESPONSIBLE
FOR ERRORS AND OMISSIONS WITHIN
THESE DRAHINGS DUE TO
UNFORESEEN CIRCUMSTANCES, ACTS
OF GOD, ONNER REQUE5TED
CHANGES AFTER CONSTRUCTION HAS
STARTED, OR FAILURE OF
CONTRACTOR TO REQUEST
PERTINENT INFORMATION PRIOR TO
START OF CONSTRUCTION, THE USE
OF THESE DOCUMENTS CONSTITUTES
FULL ACCEPTANCE OF THESE TERMS
AND CONDITIONS.
JOE3 TITLE
ASH EBORO
MEDICAL
PROPERTIES,
LLC. /
CENTRAL
PIEDMONT
SURGERY
CENTER, LLC.
A51-IEBORO,
NORTH
CAROLINA
,job no.
10-DIO
date
01/27/11
revision
0 03/15/11 ADDED
ENVIRON. NOTE
4 SILT
FENCE TO EAST
SLOPE
04/14/11 ADD INSET,
SILT FNC t
CNK DAN
drawn by
JGP
SHEE I TITLE
LE
GRADING,
DRAINAGE �
EROSION CONTROL
PLAN
� SNEET NUMBER

' EXISTING TIME
oz WARNER CABLE TH V MAS ST
b
NCSR # 2195 q
FOC- FOC FOC -.� F�
(VARIABLE WIDTH PUBLIC R/W) EP V
'17 DHP OHP F .
OHP OHP OFfP OHP OHPC 0HP FOC HP F0C FCC ' MAINTENANCE
OHP OHP 0F4p OHP OHP FOC OHP FOC DHP OHP FO FOC FOC FOC �� EASEMENT
OHP r4 Q
ONP OHP Diip FOC C FOC 6 4 � OHP OHP OHP OHP FOC �--^- FOC FOC FOC []
1 OHP FOC FOC �!'
ro OHP DHP FOC ,FOC 1
S83'30'54"E 378.18'�M) - OHP ()HP O►ip -� OHP FCC 1
a �
583'3O'E 378.12 (R OHP OHP - OHP -�� ��
y IPF T•OT OHP OHP OHP � FOC FpC
„ OHP - 0HP OHP
"--�� OHp F 1
IPS 3/4"OT ENT)
1 S g879 7 32' _ M 4s
oo 86z9.{R)Y) \
A TRENCH #4 - I601 x 7.08'W x 6.38'D INFILTRATION TRENCH IPF
o OBSERVAlON WELL, TYP. 1 (BENT)
(BENT)
�o
7 1 36'
fL , z
W
INFILTRATION TRENCH
0
MAINTENANCE ACCESS
6" PVC ROOF DRAIN
1
EASEMENT
1% MINIMUM SLOPE
1
18"0 NYLOPLAST
J O
YARD INLET
1
f
I `e'
TOP 798.5
h
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4 4� .+
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I ILTRATION TRENCH
\� �!41AINTENANCE ACCESS
EASEM NT
O�
\ \ IPF
"OT
4" PVC ROOF DRAIN
2% MINIMUM SLOPE
SEE DETAIL 2 24 LF 12" PVC ROOF
DRAIN ® 1% MIN SLOPE
SEE DETAIL 1
70 LF 12" PVC ROOF
DRAIN 0 1% MIN SLOPE \
moo,
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\ �4 s \
INFILTRATION
SEE DETAIL
TRENCH # 1
lip \�c9 SECTION \
to
o�
ley
!y !se Q
7s s��rpJ 0
��r4ys AYq\
slip
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4 G DHq
'9s
GRAPHIC SCALE ���J\'��
so a so 20 ao so
( IN FEET
1 inch = 20 ft.
41
\ \ 1""C 1T
q �
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QYq
IPF i"OT
(BENT)
INFILTRATION TRENCH
MAINTENANCE ACCESS
EASEMENT
CLASS 'A'
W/ 1 LAY]
FROM FLUI
INFILTRATI,
FILTER FABRIC
INV OuT , aU.a
12 I
796.75f
DETAIL 1
NTS
18" 0 NYLOPLAST
YARD INLET
INV IN 795.5 INV IN 795.0
o A3 6
18"0 NYLOPLAST 12" INV OUT 794.75
YARD INLET
BEFORE YOU DIG !
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW !
PLAN
CLASS 'A' RIP RAP 12" DEEP
CONCRETE FLUME W/ 1 LAYER OF FILTER FABRIC
FROM FLUME TO TOP OF
/ INFILTRATION TRENCH
INFILTRATION TRENCH
SECTION
FLUME/RIP RAP PAD
AT INFILTRATION TRENCH
NTS
DETAIL 2
N TS
OPENING
A '�CONCRETE
SIDEWALK �T
c� elf
z o
© METAL COVER
m �
A \CONCRETE
SIDEWALK
DOWNSPOUT
PLAN
METAL COVER W/
OPENING AT BUILDING
FOR DOWNSPOUT
12„
SECTION A -A
DETAIL _ 3 __(TRENCH DRAIN
NTS
NOTE: METAL COVER TO BE
DIAMOND --PLATE ALUMINUM.
A
INFILTRA'
z
TRENCH
�ww
z
4 W
10'
(B)
MAINTENANCE
WIDTH
EASEMENT
SMALL BERMS
(6"t HIGH) TO
DIRECT WATER
TO TRENCHES,
AS REQUIRED
#57 WASHED STONE
ON TOP OF 4' OF SAND
& 1 LAYER OF FILTER
FABRIC, TYP.
TRENCH DESIGN DEPTH
# 57 WASHED STONE -
GRASSED
AREA
INFILTRATION
TRENCH
WIDTH TOP ELEVATION
/4" PEA GRAVEL
GRASSED AREA
LI-III-" I ' -- UNDISTURBED EARTH
-I f 1=11 i III III' I IJ i l-
MAINTENANCE I 111"' 111k �I'' I 4" SAND LAYER BELOW STONE
uJ
EASEMENT
LINE TRENCH
W/ 1 LAYER OF
PLAN FILTER FABRIC
SECTION
A INFILTRATION TRENCH SYSTEM
NOTES: NTS
1. EDGE OF INFILTRATION TRENCH TO BE A MINIMUM
OF 5' FROM EDGE OF PAVEMENT.
GRASS (B)
(F)' _ I a _ GRAS$
TOP - 4"i•.)
-1 I I. III -_-_
{E) PEA GRAVEL _ = PEA
GRAVEL LAYER
I I III-1 I II -I (G)BOTTM
TOP 057 = = f f I=I 11=I I I
I_IIII._.
'-I I O-
III III=I�o�o�Co
FILTER I I Z
FABRIC I , 0) I 1 1 II I= UNDISTURBED SOIL
WASHED
MINIMUM INFILTRATION
57STO a I I RATE OF 0.5 INCHES
�1 I I I PER HOUR ,-U -
W) I
I �I
IOTTOM &7 STONE .
STONE & SAND INTERFACE) 4"(.33� CLEAN
(0). CLAN SAND SAND LAYER
I) BOT11701101 OF SMD �--
SEASONALH
{J) WATER TABLE ELEV.
® TYPICAL INFILTRATION TRENCH SECTION
NTS
REMOVABLE
WELL CAP
I I (;RA$$
cR-aS$
I_ i
-1 I-� 1 I=1 I I -I 11=1 I -I
=1 I I -III- 0-
1 11= o I- I i 1=f I I-III-1
I I-i I 0 1-T-I I I-
i +I=�+�1 i +�+il�
0 � �,I illlllll �III�
I o o>I-
oI'-
i
0 =IJl
> 4" TO. 6" DIA PVC _J q) Lu
I 0 �I OBSERVATION WELL < � o0 1- u
0 0
z
cn�= ww
L' J >�
°� woz
Q
SQUARE STEEL RE -BAR ANCHOR z ~ z z
FOOT PLATE � W o LU Q
t- (yz cv-Ll
oI--Q oI-Q
INFILTRATION. TRENCH
OBSERVATION WELL DETAIL
NTS
SPEET TITLE
INFILTRATION
TRENCH
(A)
LENGTH(FT)
(B)
WIDTH(FT)
(C)*
TOTAL
DEPq'AFTp
( )
(D)
SAND
DEPTH(IN)
(E)
PEA GRAVEL
DEPTH IN)
(F)
TOP PEA
ELEVATION GRAVEL
(G)
TOP A57
ELEVATION T ON
(H)**
TOP SAND
ELEVATION
(1)
BOTTOM
ELEVATION
(J)
SEASONAL
HIGH WATER
ELEVATION
1
100 1
13
6.83
4
4
793.5
793.17
787.0
786.67
<783.5
2
75
7
4.58
4
4
795.5
795.17
791.25
790.92
<788.5
3
85
6
5.41
4
4
796.5
796.17
791.42
791.09
<788.5
4
160
7.08
6.58
4
4
796.5
796.17.
790 25
789.92
786 5
MARASCO 4
ASSOCIATES, INC
HEALTHCARE ARCHITECTS
AND CONSULTANTS
475 LINCOLN ST. SUITE 150
DENVER, COL.ORADO 80203
PH, [phone]
FAX [phone]
jummey Engineering
Associates, PLLC
Engineen'ng
Land Planning
Consulting
f.0 50x y68
Asheboro, NC .2J24g
Phone: [phone]y02
Fax: 336 328-oy2.2
mail - mackoashaboro.com
26447
y ��lfirl�
. ?y �NGiNE� 4b
uM�<;�
�I'lrrrrsIll,
THESE DRAWINGS ARE THE SOLE
AND EXPRESS PROPERTY OF
MARASCO 4 ASSOCIATES AND ARE
FULLY PROTECTED UNDER THE
COPYRIGHT LAWS OF THE UNITED
STATES OF AMERICA. ANY USE OF
THESE PLANS OTHER THAN THAT
AUTHORIZED BY MARASCO t
ASSOCIATES 15 EXPRE55LY
FORBIDDEN. MARASCO 4
ASSOCIATES IS NOT RESPONSIBLE
FOR ERRORS AND OMISSIONS WITHIN
THESE DRAWINGS DUE TO
UNFORESEEN CIRCUMSTANCES, ACTS
OF GOD, OWNER REQUESTED
CHANGES AFTER CONSTRUCTION HAS
STARTED, OR FAILURE OF
CONTRACTOR TO REQUEST
PERTINENT INFORMATION PRIOR TO
START OF CONSTRUCTION. THE USE
OF THESE DOCUMENTS CONSTITUTES
FULL ACCEPTANCE OF THESE TERMS
AND CONDITIONS.
J05 TITLE
ASHE50RO
MEDICAL
PROPERTIES,
CENTRAL
PIEDMONT
SURGERY
CENTER, LLC.
ASNEBORO,
NORTH
CAROLINA
job no.
10-DIO
date
Of/27/11
revision
ID 03/15/11
DETAILS
ADDED 4 REVISED.
03/31/11
ROOF DRAIN
SYSTEM
REVISED.
drawn by
JCP
iHFiL-rrZarioN
TRENCH PLAN
t DETAILS
* DEPTH INCLUDES DISTANCE FROM TOP OF PEA GRAVEL TO BOTTOM OF SAND. SAND VOLUME NOT INCLUDED IN VOLUME CALCULATED. SPEET NUMBER
** TOP OF SAND IS 4" (.33') ABOVE BOTTOM OF TRENCH.
C1.3

100' MiN. OR 4X CIRCUMFERENCE OF
LARGEST TIRE (WHICHEVER IS GREATER)
4MIN. EXISTING
4' MIN.
PAVEMENT
EXISTING
GROUND FILTER CLOTH-J
SIDE ELEVATION
100' MIN. OR 4X CIRCUMFERENCE OF
LARGEST TIRE (WHICHEVER IS GREATER)
25' MIN. SILT FENCE, y
OR CONSTRUCTION FENCE
EXISTING RETURNS EACH SIDE 10' MIN, OR
GROUND 25' RADIUS
I=11=1I=ll=ll=11=11=11=8
- :� LO ,4 �� .•' r� ,wr' ��
-l111=11=11Fl1=II=11=11� �L.�� �' •'l �' r
_
2"-3" CLEAN STONEJ 10' MIN. OR
25' RADIUS
PLAN VIEW
CONSTRUCTION SPECIFICATIONS
1. STONE - USE COARSE AGGREGATE (2-3 INCH STONE)
2. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 100 FEET
3. THICKNESS - NOT LESS THAN EIGHT(8) INCHES
4. WIDTH -- NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS
5- WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED,
iT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS
INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE
PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE. THROUGH
USE OF SAND BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS.
6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY, THIS
MAY REQUIRE PERIODIC TOP DRESSING WiTH ADDITIONAL STONE AS CONDITIONS
DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP
SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC
RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY.
STABILIZED CONSTRUCTION ENTRANCE
NTS
STEEL POST 0
4' O.C. TYP. -
Pn
SUPPORT ROPE OR WIRE TO
PREVENT SAGGING
CLASS A OR B
EROSION CONTROL
STONE
NO- 57 STONE x
6" TH'K. Q
FLOW 2.1
. �(-��A,..�^p,, pq�� O -
§S4'_ sow,-_Ck�Srl)
SECTION A -A
NOTES:
1. KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A
MINIMUM OF 18 INCHES TO AVOID WASHOUTS FROM OVERFLOW AROUND THE DAM.
2. WHEN FINISHED WITH STONE SILT SCREEN, REMOVE SILT FROM BEHIND STONE,
THEN STONE MAY BE SPREAD OUT IN DITCH LINE.
TEMPORARY ROCK SCREEN DETAIL
NO SCALE
NATURAL GROUND
STEEL POST MIN. 24" IN-__--' COIR MESH OR SIMILAR,
GROUND BELOW BOTTOM STAPLED OR TRENCHED
OF SED. TRAP SECTION X INTO BOTTOM OR SIDE, TYP.
'X' BAFFLES MADE OF 700 G/M COIR EROSION BLANKET
SIMILAR TO AND INSTALLED AS SEDIMENT FENCE. TYP OF
3 EA. BASIN, (2 IF BASIN IS 20' OR LESS IN LENGTH.
AS NOTED IN SCHEDULE
35X OF 25% OF 15% OF 5 �'
LENGTH LENGTH LENGTH �� MIN.
ca OQ OO
2.• 1 <��ATM
.L. 4
o..q o 0 0 0
tl VO.UO.c.:a. O.clO.c?O.V V �G
12" FILTER STONE CLASS "B" RIP RAP
D.O.T. #57 FILTER FABRIC
NOTE: NOTE:
SIZE SHOWN IS WATER VOL. CROSS SECTION ALL SEDIMENT TRAPS SHALL BE CLEANED OUT
W/RECOMMENDED SURFACE AFTER EACH SIGNIFICANT STORM. REPLACE
AREA. STONE AND FILTER STONE AS MAY BE
REQUIRED TO REFURBISH EACH SEDIMENT TRAP.
DESIGN
OVERALL 6"
PSETTLED �.� FOR SETTLEMENT
�n AS NOTED IN $ FT.
THE SCHEDULE
;Qgrg;.
I2:1 SIDE SLOPE MAX EMERGENCY BY-PASS
�I = 6 BELOW SETTLED
FILTER FABRIC a TOP OF DAM
1 A SIDE SLOPE MAX.
NATURAL GROUND
3 FT.
MIN.
FRONT ELEVATION
TEMPORARY SEDIMENT TRAP
NO SCALE
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME
FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP
X 6' WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
j ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL.
4. PLACE SLAIVKE75 END OVER END (SHINGLE STYLE WITH A 6" OVERLAP. USE A
DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS:
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED
iN 6' DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER
STAPLING.
6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET
AND STAPLED (2' FOR C350 MATTING).
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT iS RECOMMENDED
AT 30 TO 40 FOOT INTERVALS USE A ROW OF STAPLES 4 " APART OVER ENTIRE
WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A
STAGGERED PA77FRN.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED /N A 6" DEEP X 6' WIDE
TRENCH. BACKnLL AND COMPACT THE TRENCH AFTER STAPLING.
NORTH AMERICAN GREEN
TEMPORARY DITCH LINING
INSTALLATION GUIDE
N.T.S.
COMPACTED
SOIL \ 2' MIN._
FLO'N
18' MIN.
6' TYP
i
CONSTRUCTION SPECIFICATIONS
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER
OBJECTIONAL MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN
REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE
DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE
REGRADING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL
REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
MAINTENANCE
INSPECT TEMPORARY DIVERSION ONCE A WEEK AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE
DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS
NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE
RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL END
APPROPRIATELY STABILIZE IT.
TEMPORARY EARTH BERM
N.T.S_
MAXIMUM PLACEMENT OF POST USING HOGWIRE WITH
APPROVED EROSION CONTROL FABRICS TO BE 10 FEET.
MAXIMUM PLACEMENT OF POST WITHOUT HOG WIRE USING
APPROVED EROSION CONTROL FABRICS TO BE
6 FEET TO 8 FEET APART.
POST METAL T-POST 5 FEET OR 6 FEET IN HEIGHT SILT -FENCE
DEPENDING ON FILL SLOPE. OVER HOG WIR
FABRIC 36 INCHES IN WIDTH (MUST MEET ENGINEERS
SPECIFICATIONS FOR EROSION CONTROL)
STONE #4 WASHED STONE TO BE PLACED 12 INCHES
DEEP AT SILT FENCE
HOG WIRE
SILT -FENCE METAL FENCE POST
SILT -FENCE
[! P1 fcm I- IuloC
1 R LT I �7
AIL
JL I 1
STANDARD CATCH BASIN
YARD INLET PROTECTION
NTS
v
3 3 ,
1 Z
:2 1 �.
3'
NORTH AMERICAN GREEN DS-75
OR EQUAL FOR TEMPORARY LINING
CHANNEL LINING
NTS
STONE
CROSS SECTION
TEMPORARY STONE OUTLET
N.T.S.
AL
VARIES (SEE PLAN)
2MIN.
TOP ViEW
METAL
FENCE POST
MiN.
FRONT VIEW
CROSS SECTION CROSS SECTION
VEE DITCH
TRAPEZOIDAL DITCH
BASE OF DITCH
12" SEDIMENT TRAP 12" MIN.
T
FLOW ---
OPTIONAL TYPE "B" '
SiLT BASIN (8'Lx1.5'D) _
12" THICK SEDIMENT
CONTROL STONE
ELEVATION VIEW
TEMP. STONE
DITCH CHECK
EDGE OF PAVEMENT
STRUCTURAL STONE ----
ISOMETRIC VIEW
NOTES:
1. STRUCTURAL STONE SHALL BE STONE FOR EROSION CONTROL CLASS "B"
2. THE ENGINEER MAY DIRECT THE OPTION OF CLASS "A" STONE FOR SiTES HAVING
LESS THAN ONE (1) ACRE DRAINAGE AREA AND A DITCH GRADE LESS THAN 3%.
3. SEDIMENT CONTROL STONE SHALL BE NO. 57 STONE.
SEDIMENT CONTROL STONE SHALL BE USED AS DIRECTED BY THE ENGINEER.
4. STONE CHECK DAMS ARE TO BE USED IN EXISTING DITCHES WHERE DITCH GRADE
EXCEEDS 3% OR WHERE CONSTRUCTION OF THE NEW PIPELINE IS CLOSER THAN 4'
TO THE EXISTING DITCH LINE.
5. THE CONTRACTOR MUST INSTALL CHECK DAMS IN EXISTING
DITCH WHEN DISTURBED FOR ANY REASON, REGARDLESS
OF SLOPE, OR ANY OTHER MEASURE CALLED FOR ON THE PLANS.
TEMPORARY ROCK SILT CHECK DAM TYPE W
NCDOT DETAIL NO. 1633.02 NO SCALE
T
TILT -FENCE
NER HOG WIRE
SILT -FENCE
nro unn unor
NOTE:
STRUCTURAL STONE SHALL BE
(CLASS "B" STONE FOR EROSION
CONTROL PURPOSES.
STFEL POST
x z FILTER FABRIC
WITH WIRE FENCE BACKING
0
I I
BACKFILL TRENCH WITH SOIL MATERIAL
AND TAMPING OR WASHED STONE TO
6" ABOVE GROUND.
1. DRIVE STEEL POST INTO GROUND AND EXCAVATE A 6" X 6" TRENCH
UPHILL ALONG THE LINE OF POSTS. MAX. 8' BETWEEN POSTS.
2. ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE
FENCE 6' INTO THE EXCAVATED TRENCH.
3. ATTACH THE FABRIC TO THE WiRE FENCE AND EXTEND THE
BOTTOM OF THE FABRIC 6" INTO THE TRENCH.
4. BACKFILL THE TRENCH AND COMPACT FIRMLY TO ANCHOR THE
BOTTOM OF THE SILT FENCE SO THAT RUNOFF IS FORCED TO
GO THRU THE FENCE AND CANNOT GO UNDER IT.
TEMPORARY SILT FENCE
N.T.S.
BEFORE YOU DIG I
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW I
PERMANENT SEEDING
DEFINITION
Seeding disturbed areas with perennial grasses and (or) legumes to provide a
permanent vegetative cover to lessen runoff and sail erosion.
PURPOSE
To lessen soil erosion and permanently stabilize disturbed areas created by
grading of construction sites.
CONDITIONS WHERE PRACTICE APPLIES
All bare soil areas on construction sites which are not covered by structures
or other erosion control devices.
PREPARATION
Prepare seedbed by ripping, chiseling, harrowing or plowing to depth of six
inches so as to produce a loose, friable surface. Remove all stones,
boulders, stumps or debris from the surface which would prohibit germination
or plant growth. Spread topsoil in a layer 3" - 6" depth.
Incorporate into the soil 800 to 1, 000 pounds of 10-10-10 fertilizer plus 500
pounds of twenty percent (209) superphosphate per acre and two tons of
dolomitic lime per acre unless soil tests indicate that a lower rate of lime
can be used.
Mulch after seeding with 1.5 tons of grain strow per acre and either crimp
straw into soil or tack with liquid asphalt at 400 gallons per acre or
emulsified asphalt at 3OO gallons per acre.
PLANTS & MIXTURE
PLANTING RATE/ACRE
PLANTING DATES
Tall Fescue
100- 150 lbs.
Aug. 15
- Oct.
15
(Low Maintenance)
Feb. 15
- May
1
Tall fescue
200-250 lbs-
Aug. 15
- Oct-
15
Waterways and
Feb. 15
- May
1
Lawns (High Maint.)
8/end of two turf-
200-250 lbs.
Aug. 15
- Oct.
15
type tall Fescues
Feb. 15
- May
1
(909) and two or
more improved
Kentucky bluegrass
varieties (10%)
(high maintenance)
Toll Fescue
100 lbs.
Feb. 15
- May
1
and
and
Aug. 15
- Oct
15
Kobe or Korean
20-25 lbs.
Lespedeza
Tall Fescue
50 lbs./acre
Nov. 1 -
Feb. 1
(Unscarified)
Tall Fescue and
60 lbs.
July and August
German Millet or
and
Sudangrass 2
30 lbs.
Tall Fescue
70 lbs.
Nov. 1 -
Jan. 30
and
and
Ryegrain 2
25 lbs.
Common Bermudagross
8 lbs. (hulled)
April 15
- June
30
15--20 lbs. (unhulled)
Feb. I -
March
30
1 For spring seedings, use Scarified Lespedeza seed. For late Poll and
winter seedings, use unscarified seed.
2 Annuals such as Millet,
Sudangrass and Ryegrain must be
kept at 10-12"
maximum height.
TEMPORARY SEEDING SPECIFICATIONS
PIEDMONT REGION
Application Rates Ib ac
Recommended
Species
10-10-10
Agriculural
Straw
Seeding Dates
Seed
Fertilizer
Limestone
Jan. 1 - May 1
Winter Wheat
Annual Lespedeza
120
50
750
2,000
4,000
(Kobe)
May 1 - Aug 15
German Millet
40
750
2,000
4,000
Aug 15 - Dec 30
Ryegrain
120
1,000
2,000
4,000
GENERAL EROSION CONTROL NOTES
THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUi]ONS TO AVOID THE SILTING OF
STREAMS, LAKES OR OTHER WATER COURSES DUE TO THE CONSTRUCTION OF THIS PROJECT.
EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE COMMENCEMENT
OF CLEARING, GRADING, EXCAVATION, OR OTHER OPERATIONS THAT WILL DISTURB THE NATURAL
PROTECTION- THE EROSION CONTROL DETAILS SHOWN HEREIN ARE FOR THE CONTRACTOR'S
REFERENCE. THE DETERMINATION OF WHICH DETAIL IS APPLICABLE AS THE WORK PROGRESSES
SHALL BE AS SHOWN ON THE PLANS OR MADE BY THE ENGINEER.
ALL DITCHES SHALL BE STABILIZED AS SOON AS iS PRACTICABLE TO MINIMIZE EROSION.
THE CONTRACTOR IS REFERRED TO THE DETAILED SPECIFICATIONS FOR A DESCRIPTION OF ADDITIONAL
EROSION CONTROL REQUIREMENTS.
THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD, WORKING STATE OF
REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED. AT THAT TIME, THE EROSION CONTROL DEVICES
SHALL BE REMOVED AND DISPOSED OF SO AS TO CAUSE NO STREAM SILTATION.
WHERE CULVERT PIPES ARE TO BE INSTALLED UNDER ROADWAYS, THE CONTRACTOR SHALL INSTALL THE
CULVERTS AS RAPIDLY AS IS PRACTICAL, BACK FILL IMMEDIATELY AND RIP RAP THE UPSTREAM AND
DOWNSTREAM SIDES OF THE STREAM CHANNEL.
SEQUENCE OF CONSTRUCTION
1. Verify that the owner has an erosion control permit. Obtain a copy prior to beginning work and post a
copy on site.
2. Schedule a pre -construction meeting with owner, contractor and all affected utility companies.
3- Stake limits of construction/disturbance.
4. Install stabilized temporary construction entrance.
5. install sediment traps #1 & #2 as well as temporary diversion ditches that flow into traps #1 & #2.
6. Install temporary earth berm, temporary silt fence, temporary stone outlets, rock screens, &
temporary rock check dams as shown on plans.
7. Grade channels #1 & #2 to the temp diversion berms and install channel liner in both channels.
8. install remainder of erosion control devices.
9. Begin major grading operation. Contractor to ensure infiltration areas do not receive any compaction
at any time throughout construction.
10. Maintain & clean all erosion control devices throughout duration of project.
11. Slopes left exposed and all other areas disturbed during this project should have ground cover
sufficient to restrain erosion within 21 calendar days following completion of any phase of grading, and
within 15 working days or 90 calendar days, whichever period is shorter, following completion of
construction. Provisions for permanent ground cover sufficient to restrain erosion must be accompanied
for all disturbed areas within 15 working days or 90 calendar days, whichever is shorter, following
completion of construction.
12. Install stone on drive/parking area as soon as design grade is obtained.
13. After entire site is stabilized including paving, contractor to install Gravel Infiltration Trenches.
Contractor to ensure no sediment enters trenches at any time. Contractor to ensure Infiltration areas
receive no compaction at any tim. Contact engineer prior to installing stone for inspection.
Notes: 1- Any off site borrow or waste area must be approved by NCDE&NR before beginning construction.
2. Temp. sediment traps and temp. diversion berms to remain until entire site is stabilized.
MARA5GO 4
ASSOGIATE5, ING
HEALTHCARE ARCHITECTS
AND CONSULTANTS
475 LINCOLN ST. SUITE 150
DENVER, COLORADO 80203
PP. [phone]
FAX [phone]
jummeg engineering
Associates, PLLC
Fnginccring
Land Planning
Consulting
F.O. Box968
Asheboro, NC 2,7204
Phone: [phone]
Pax: 336 328-C922
Email- [e-mail]
THESE DRAWINGS ARE THE SOLE
AND EXPRESS PROPERTY OF
MARASCO t ASSOCIATES AND ARE
FULLY PROTECTED UNDER THE
COPYRIGHT LAWS OF THE UNITED
STATES OF AMERICA. ANY USE OF
THESE PLANS OTHER THAN THAT
AUTHORIZED BY MARASCO t
ASSOCIATES IS EXPRESSLY
FORBIDDEN. MARASCO *
ASSOCIATES IS NOT RESPONSIBLE
FOR ERRORS AND OMISSIONS WITHIN
THESE DRAWINGS DUE TO
UNFORESEEN CIRCUMSTANCES, ACTS
OF GOD, OWNER REQUESTED
CHANGES AFTER CONSTRUCTION HAS
STARTED, OR FAILURE OF
CONTRACTOR TO REQUEST
PERTINENT INFORMATION PRIOR TO
START OF CONSTRUCTION. THE USE
OF THESE DOCUMENTS CONSTITUTES .
FULL ACCEPTANCE OF THESE TERMS
AND CONDITIONS.
JOE3 TITLE
ASH EBORO
MEDICAL
PROPERT I ES,
LLG. /
CENTRAL
PIEDMONT
SURGERY
CENTER, LLG.
ASNEBORO,
NORTH
GAROL I NA
jab no. i0-DIO
date 0I/27/11
revi5iorl
06/20/II REVISED
SEQ. OF CONSTRUCTION
drawn by JCP
SPEE 1 TITLE
EROSION
CONTROL
DETAIL-5
SHEET NUMBER
G2.3

NSET
TEMPORARY ROCK
I
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CLEANOUT
INV 789.75t
k IPF
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NOTE:
TEMP SED TRAP 1 TO REMAIN IN PLACE UNTIL SITE
IS STABILIZED OR APPROVAL IS GIVEN BY NCDENR
TO REMOVE OR FILL IN PARTIALLY.
a
N
Co cc
cd
4,\'
,TEMP. DIVERSION \ \\ \ \ \ \\ ♦\
BERM TO DIRECT \ \ \\ \
ATER TO TRAP 1
\
hod �ti lip
O� ACiJr\\ 0 1 �\ 0 \\\ \
0/90
\ TEMP SED TRAP�1\
LENGTH = 65 1
\ WIDTH = 20'DEP
WEIR 6' 2 5'
` EXISTING FIBER
\ OPTIC CABLE �� �%
\ k
' \1 IPF 1'OT
\ _ _ ()
1 ti
PROPERTY LINE IS
LIMITS OF CONSTRUCTION
VICINITY MAP - N.T.S.
E• SDlisbury Street
o ,
G � 5
G^ u Q
h'9h o 1
1ppy O T�0
�2 SITE os street
c
Worth 0
L Street o
rl
c
! I
J / < + V 4
/ f
I e '--CONSTRUCTION
LIMEYS OF
��c o
TEMP SED TRAP 2
LENGTH
= 46'
WIDTH
- 23'
DEPTH
= 2.5'
WEI R =
6'
TEMPORARY
EARTH
BERM
/
/
r L1%Ar r%k1iAr-L1TA1 L1A'1'r'
INIJ VVG I LMINUO Uf% OUrCr- Mt.C.
WATERS EXIST ON THIS SITE.
IPF
3/4.OT
BEFORE YOU DIG 1
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW 1
GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 inch = 20 fL
MARASCO 4
ASSOCIATES, INC
NEALTWCARE ARCI-IiTECTS
AND CONSULTANTS
475 L.INCOLN ST. SUITE 150
DENVER, COLORADO 80203
PH. [phone]
FAX [phone]
5ummey Engineering
Associates, PLLC
Fngrncci ing
.and f 7annmg
Consulting
P 0 8cx 96y
Asbcboro, NC 2J204
f'lionc: 336-328-oy02
Fay: 336-329-O922
Email- [e-mail]
Z0 FCA
S_SS/p
` SEAL
r 26447 r
LV•tY �
FHGIN'C��
THESE DRAWINGS ARE THE 50LE
AND EXPRESS PROPERTY OF
MARASCO 4 ASSOCIATES AND ARE
FULLY PROTECTED UNDER THE
COPYRIGHT LAWS OF THE UNITED
STATES OF AMERICA, ANY U5E OF
THESE PLANS OTHER THAN THAT
AUTHORIZED BY MARASCO t
A550CIATES IS EXPRE55LY
FORBIDDEN. MARASCO 4
ASSOCIATES IS NOT RESPONSIBLE
FOR ERRORS AND OMISSIONS WITHIN
THESE DRAWINGS DUE TO
UNFORESEEN CIRCUMSTANCES, ACTS
OF GOD, OWNER REQUESTED
CHANGES AFTER CONSTRUCTION HAS
STARTED, OR FAILURE OF
CONTRACTOR TO REQUEST
PERTINENT INFORMATION PRIOR TO
START OF CONSTRUCTION. THE USE
OF THESE DOCUMENTS COt45TITUTE5
FULL ACCEPTANCE OF THESE TERMS
AND CONDITIONS.
J05 TITLE
ASNEBORO
MEDICAL
PROPERTIES/
LLC. /
CENTRAL
PIEDMONT
SURGERY
CENTER, LLC.
11�
C9
X
ASI—lEBORO,
NORTH
CAROL I NA
,job no.
10-DIO
date
01 /27/ 11
revision
IQ 03/15/11 ADDED
ENVIRON. NOTE
4 SILT
FENCE TO EAST
SLOPE
© 04/14/11 ADD INSET,
SILT FNC t
CHK DAM
drawn by
JCP
SHEET TITLE
GRADING,
DRAINAGE t
EROSION CONTROL
PLAN
so SWEET NUMBER
G1.2
�'