SW5231002_Plansheet - SCM Detail_20240105

I-_
Lu
C/)
B EC LL-L1
ILL!
_j
0-
CHATHAM VETERINARY SERVICES 2i
(D
C)
ENGINEERING I PLANNING I ENVIRONMENTAL<
DIE)
1520 MEADOWVIEW DRIVE <
NEW BUILDING WILKESBORO.RIC 28697 0
336.844.4088 hUp://b,,,biI LU
>
ullury
Lu
Lu
of
Lu
lz
F—
U)
v �NGINla
"If l 11 U)
z
01105/2024
c�
E- ILL!
E-
-..IICBELS#C-3448- CIO
0
E-
S I T E
GREENSBORO AVENUE U)
Lu
0
Of
NORTH SECOND AVENUE w
co 0
>-
cr_
<
VICINITY MAP (NTS) NORTH CAROLINA COUNTY MAP UJ
�- NUJ
(CHATHAM COUNTY) >
SHEETINDEX
COOO COVER SHEET
C001 NPIDES NCG01
C002 EXISTING CONDITIONS
SURVEY: ENGINEER: C003 DEMOLITION PLAN
R SHEETE COVER THOMAS A. RICCIO AND ASSOCIATES BREC, PA C100 SITE PLAN =COV
PREPARED FOR:
440 WEST END BOULEVARD 1520 MEADOWVIEW DRIVE C200 GRADING PLAN DAVIE CONSTRUCTION CO.
152 E.KINDERTON WAY SUITE 200
WINSTON-SALEM, NC 27101 WILKESBORO, NC 28697 C201 PRE-CONSTRUCTION DA ADVANCE,NC 27006
C202 POST-CONSTRUCTION DA
LICENSE: L - 2815 LICENSE: C-3448 C203 SAND FILTER
DATE: REVISIONS:
C300 PHASE 1 ESC PLAN
C301 PHASE 2 ESC PLAN
C302 FINAL ESC PLAN
C400 UTILITY PLAN
SHEET IIIE
G100 LANDSCAPE PLAN 1 24"
1—NUMBER'. 63800520273
C900 DETAILS 1I BY J.EDWARDS]
C901 DETAILS JAPPROVED BY j —CHURCH]
C902 DETAILS SCALE:
C903 DETAILS NTS
SHEET
CITY/TOWN: SILER CITY, NC SITE COORDINATES: LATITUDE = 35.735472' N LONGITUDE -79.465696' W c000
COPYRIGHT 2024 BY BREC,P.A.,ALL RIGHTS RESERVED.THIS PLAN MAY NOT BE RE-USED,SOLD,LOANED,OR GIVEN TO OTHERS.REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC,P.A.IS PROHIBITED AND IS VIOLATION OF FEDERAL COPYRIGHT LAWS,PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE.

W
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. [y B EC W
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. ~
a W
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. J
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. w
5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS,
ASSOCIATED WITH
6. CONTRACTORS ARE TO FULLY O LIYACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND �plP'N. `�
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH w
RELOCATION SHALL BE INCLUDED IN THE BASE BID. S I T E y ENGINEERING I PIANNING I ENNRONMENTAL Q
7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR U)
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. 1520 MEADOWVIEW DRIVE Q
GREENSBORO AVENUE WILKESBORO,NC 28697 M
336.844,4088 hftp://b.e.biz LLI
NORTH SECOND AVENUE IIIII IIIII, W
oFLU
E sR�<i
` .ate 9' "c W
VICINITY MAP(NTS) = A =00
i \ PARCEL: 16481 P P N
" MARSH AUTO PARTS INC '1'GINEE%G�
T�..........JQ-
I i DEED BOOK 375 PAGE 364 LEGEND ,�11o.cN
w Il _ _ _ _ - - - - - - N
mac Z
s orls'oo'rr z4e.o2' _ _ /— ——— — — — — — — - - PROPERTY LINE ovDSlzoza g
— — —— — � oo EXISTING CONTOURS
CL
10'B/ l'lILDINGITYPE B BUFFER
1DD PROPOSED CONTOURS
— — — — — — BUILDING SETBACK ;�oRP°Rqr�; Q
LANDSCAPE BUFFER ' U
iNCBELS#C-3M8E ? V)
/ I — / — E EX.UNDERGROUND ELECTRIC 0
/ 1 1 I —�/ SS EX.SANITARY SEWER
o cARO Z
A 0
_ 6I i' Iz W EX.WATER
GAS EX.NATURAL GAS
Guy
w IIIII I �
IN
3 j/ �111111 A/ � / �
PARCEL: Y647 / _----
>
W
U)
3 03"55'46'"W 84.69'TIE
RN
F'�W I IIIII \\ / \— / // ///— --i/ —_\�\ \.� I / LLI
e� 1�I _ // ,� / / ,___ ���`v I // I--
UJ
w w�1 I I / I / / - J_
w E----W w I i / / \ <
I
Q
m�teay�. & 3ER_ ARY l
71I 110 0I
ww �� 6 I I ��-� �I�---- \\ '�------ I I KENrrEls
—
E Eoce_9F_--—l / 1 1 m roP oa p �. ¢ ��� E __—— I / l xvnc
ouraa:ae --ON I w E / / I ❑ g ONE STORY
I E I BRICK BUILDING
I ,��}- — I GNe FFi r1 m EXISTING CONDITIONS
63 1.22'
.�,o• Eu / ----_- PREPARED FOR:
I' 1 /
DAVIE CONSTRUCTION CO.
152 E.KINDERTON WAY SUITE 200
i'PARCEL: 16447 vv I i� vv ADVANCE,NC27006
PARCEL: 16447 �—
i i
—
/ LATE REVISIONS:
E-
PROBABLEir-
LOCATION ;✓ / i� w �� -- w --- / f1 �It
WATERLI
SERVIUCF FEE I-w T� "" �L / v
(SIZE OWN) I 1° w�w 7ANBSCAPED
-10'BULDINGmPEB��ER' ����� �� �J'��----
"yy t
OSW4CwF- _ —' _ ———— _ \ 1tr 4 SHEETS¢E: 24"X36„
v 1so.00' v A K os 13'40$
E UP E IE E — E E E— E— c— _€ -08�87' UP
APPROXHUTE LOCATION PTo—� YH -- _—_——————— ——— ___ — } ___ _— ECT NUMBER.
sAN2 sc L`uNeaa as�—aa as as sa aa�M��---_—_-------------------- ---- ---_—_ --_ �_ --- PRa 6380052023
\ N 03'13'40"E roP=esz.as' ——— �¢ _a_�"'e_ —————————_s_sa_ea-sa 1I —— —a ——1
IN=024.0E' —— —a�s sa—�y,� ——I————� S' � ——— DRAWN BY'.
2B.24' w�z4.o3 �� i saw5 �_------ezes.� p29s__ 7f J.EDWARDS
OUT=823.98 ��.
———_
\ --3---631---_ �p�� L�=�—ss—ss—aa— APPROVED BV: JCHURCH
SHO A 10' DRAWING I GREENSBORO AVENUE / �\
SHOWS A 10'WATER LINE 0 {;
ON THIS SIDE OF RO I 60' PUBLIC RIGHT-OF-WAY / I r4y�J � SCALE:I"_20 (H)
AND A 2"WATER LINE (ALSO KNOWN AS OLD US HIGHWAY 421) / s (V)
ON THIS SIDE OF ROAD� I s/ I \w -w—w —w— w w— w— w— w— w—�—G•a—wa—tea—� —ses os—�.a w:—sea—cwa—�.a—� '-- SHEET:
A XI PPROMATE LOCATION OFw10"WATERwLLNE w _� zL 10 20 40 C002
wlwa Y1ION®R CdL PETfRCRO PROY 9HSR CITY PUBWC 110R88)
©COPYRIGHT 2024 BY BREC,P.A.,ALL RIGHTS RESERVED.THIS PLAN MAY NOT BE RE-USED,SOLD,LOANED,OR GIVEN TO OTHERS.REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC,P.A.IS PROHIBITED AND IS AVIOLATION OF FEDERAL COPYRIGHT LAWS,PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE.

I-
Lu
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. w B EC WLI
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. a LLI
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. E' J
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. INORTH
5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION. c� O
6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW ANDp� (,.0
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITHRELOCATION SHALL BE INCLUDED IN THE BASE BID. I T E ENGINEERING I PIANNING I EWRONMENTAI Q
7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. 1520 MEADOWVIEW DRIVE Q
REENSBORO AVENUE WILKESBOR0,NC 28697 Q
336.844.4D88 h8p:llb—blz LLI
OND AVENUE �,,I II II I 11,, LL.I
�N CARo<, U
oFEss of
LL
VICINITY MAP(NTS) = A =00
\ PARCEL: 16481 F
MARSH AUTO PARTS INC 'VGINEE%G�`
I i DEED BOOK 375 PACE 364 _ LEGEND ��aCN
w I — — — — — — — — O
s ai 15'0o — — — — - — — <
N_z4e.oz' PROPERTY LINE oi1052oza Q
i - - - - -- - _ T —— — — — — — — — — — — — — — loo EXISTING CONTOURS �
10'BUILDINGITYPE B BUFFER
w 13o PROPOSED CONTOURS ,•`'�Yy pq''•.,I W
9.......... J
— — — — —— — — —— i F7
BUILDING SETBACK ;�oaPGRaT�• U
W I I I - - - - LANDSCAPE BUFFER
-.NCBELS#C-3448
E EX.UNDERGROUND ELECTRIC
2'•.• P O
I I SS EX.SANITARY SEWER .�RCARp;".•' Z
Ix W EX.WATER 0
uP 1 I m GAS EX.NATURAL GAS
GtiY I •
W N_
I
l i I I w
w I 3 I I PARC'I U
I I I I w
I � I T �" z WW I I I w
WFI i I I LJ J
Wn�l I I N
w Hw k I I Q
U16a� tl Iz I H
o &
y � pq ? I� 9�ANITARY SEWER I
EXISTING GRAVEL TO BE REMOVED.
y 8 I I EXISTING POWER LINES TO BE i t
w p.+ 1 0 A REMOVED/RELOCATED.
[~ „+ COVERED
W iI I KENNEIS
� 6 I
IE 4a.a•
EDCE O� \ II
�,, I I E OF HVAC
W T0e'+=es°s:9G °� I E ❑ ONE STORY 1 �I
01"' 34 3 B BRICK BUILDING $ t
I GMT e III DEMOLITION PLAN
r
w 1 638 22'
I c 4s.o EN PREPARED FOR:
1 cwsH� DAVIE CONSTRUCTION CO.
I I I 3 152 E.KINDERTON WAY SUITE 200
i ; L 16 7 Y ADVANCE,INC 27006
I i I I
E w DATE: REVISIONS:
If i 1 I I z I SANITARY
uxE'
WPROBABLE w
LOCATION OAF"
WATERLINE
SERVIC /FEE L
w(SIZE UO40WN) I W —� I D a 1 1
1 I_ Z�09R9'a _10'BUILDINGITYPE B BUFFER
— �
SHEET SIZE.
15000,
E JL N OS•13'40'E I 24'k36"
UP E IE E--�'— E E E — E — S'—' G E — E — E E—_ F E6.57 pP
APPROXHUTE LOCATION ��_� �� HH —� � PROJECT NUMBER'.
sANrtntly Waa as a —aa—ea—aa—aa E 6380052023
1 N 03432B24 rIN 632.aa•a —as—sa—w—sa—,�a— —as—aa—sa—ss—
>iIW 20.24' ix az4.ae
z4.o3 9 0 eza. Is 6R9 DRAwN er. yEDWARDS
OIIT=823.98
APPROVED BV'.
MCGILLL DRAWING m m I GREENSBORO AVENUE CHURCH
SHOWS A SO'WATER LINE 0 ¢ r
SCALE:
ON THUS SIDE OF RO I 60' PUBLIC RIGHT—OF—WAY / I c�J � I"=20' (H)
(ALSO KNOWN AS OLD US HIGHWAY 421) (V)
AND A 2"WATER LINE E ON THIS SIDE OF ROAD SHEET:I W /
APPRO161 LOCATION OF 2'55LB GAS IJN GW— �� w:—rya—vAs—�.a—
APPROXIMATE LOCATION OFw10=WATER LINE w _ _w _w _w _w _w _w _w w zo 10 0 20 ao C003
W(wa mrom®er CAI,eereanso sHw soa clelr weuc woH®)
©COPYRIGHT 2024 BY BREC,P.A.,ALL RIGHTS RESERVED.THIS PLAN MAY NOT BE RE-USED,SOLD,LOANED,OR GIVEN TO OTHERS.REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC,P.A.IS PROHIBITED AND IS AVIOLATION OF FEDERAL COPYRIGHT LAWS,PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE.

W
COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION GENERAL NOTES LU
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. (jy' B EC W
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY. 2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. ~
a W
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. J
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. w o-
5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS,
ASSOCIATED WITH
6. CONTRACTORS ARE TO FULLY O LIYACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND N. m �`e`0
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH w
RELOCATION SHALL BE INCLUDED IN THE BASE BID. S I T E y ENGINEERING I PUNNwG I--Q
��"7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR U)
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. 1520 MEADOWVIEW DRIVE Q
GREENSBORO AVENUE WILKESBOR0,NC 28697
PARKING AND PAVEMENT NOTES 336.844,4088 hftp://b.e.biz LLI
1. ALL SIGNS,PAVEMENT MARKINGS,AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON
UNIFORM TRAFFIC DEVICES,2012 EDITION AS AMENDED. \\,I '/, LLI
2. ALL NCDOT PAVEMENT SYBMOLS SHALL BE THERMOPLASTIC PAINT. NORTH SECOND AVENUE
V
3. ALL NCDOT PAVEMENT LINES SHALL BE POLYREA PAINT. ��N.�ARo��%,
W
4. ALL DIMENSIONS ARE TO FACE-OF-CURB UNLESS INDICATED OTHERWISE. ..0FESS
5. ALL CURB RADII ARE 5'UNLESS OTHERWISE INDICATED. �Y a4- 9 ,; LLI
\ 6. CONTRACTOR SHALL FURNISH AND INSTALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS. = A =m
7. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SIGNS,PAVEMENT MARKINGS,AND OTHER TRAFFIC VICINITY MAP(NTS)
PARCEL: 18481 CONTROL DEVICES WITH OTHER CONTRACTORS ON SITE. Cn
8. JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING TOOLS. ' GINEE�' M
MARSH AUTO PARTS INC 9. CONTRACTOR SHALL SAW-CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO INSURE SMOOTH TRANSITIONS.
DEED BOOK 375 PAGE 364 CONTRACTOR SHALL SAW-CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS NECESSARY AND AS DIRECTED TYN
BY INSPECTOR TO INSURE POSITIVE DRAINAGE(TYPICAL AT ALL INTERSECTIONS). LEGEND ���i�iiillll`�\` (n
sr"oNN°'a°_ _ 10.CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE"MANUAL OF ACCIDENT PREVENTION IN Z
— — CONSTRUCTION"ISSUED BY AGC OF AMERICA,INC. AND THE HEALTH AND SAFETY REGULATIONS FOR — — PROPERTY LINE 01/05/2024 Q
S 01'18'009t 248�02'— — — J
CONSTRUCTION ISSUED BY THE US DEPARTMENT OF LABOR. too EXISTING CONTOURS
� 11.CONTRACTOR SHALL FULLY COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. �
10'BUILDINGITYPE B BUFFER — — — — — 12.ALL EXISTING ON-SITE STRUCTURES SHALL BE REMOVED PER LOCAL CODES AND DISPOSED OF OFF-SITE, 100 PROPOSED CONTOURS ` "EC,p W
— INCLUDING ALL ATTACHED UTILITIES AND APPURTENANCES. ANY AND ALL WELLS ON-SITE SHALL BE IDENTIFIED ••`"�OR... ..•9. \ J
TO THE ENGINEER BEFORE CONSTRUCTION AND CAPPED PER HIS INSTRUCTIONS. — — BUILDING SETBACK ,'ORPOR9T Q
13.ALL AREAS NOT IDENTIFIED AS STANDARD DUTY PAVING SHALL BE CONSTRUCTED AS HEAVY DUTY PAVING(SEE LANDSCAPE BUFFER
DETAILS FOR STANDARD AND HEAVY DUTY PAVING REQUIREMENTS). --------- ;NCBELS#C-3448i = N
I12 x 18 14.ALL SIGNS,WHETHER FREE-STANDING OR ATTACHED REQUIRE SEPARATE APPLICATION FOR EACH INDIVIDUAL E EX.UNDERGROUND ELECTRIC ~
DUMPSTER I SIGN.ALL SIGNS SHALL MEET LOCAL REQUIREMENTS.A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION OF �:.L P O
I ENCLOSURE STANDARD DUTY ANY SIGN. SS EX.SANITARY SEWER ""p�>`�.•' Z
SEE DET.41C901 ASPHALT SEE •i��M CAR
DET.21C900 O
Iz W EX.WATER �
4.97' I m GAS EX.NATURAL GAS
81.' 6, / /
I /
/ // ///� STANDARD DUTY ASPHALT
I� / /
I I
HEAVY DUTY ASPHALT LLLJ
OWNER SELECTEDFENCE TO BE SIGN LEGEND
I a sTOP U U
I I 24 19' S' SEE ARCHITECTURAL PLANS Ri 1 z
FOR BUILDING LAYOUT. nxclt ap'xao• Q
RON
4' FOUNDATION
I I BUFFER 0
LJJ 0,-
GA I— w
W E- VET 40774 SFE I j J
W C I F.F.E.=642.00 I N
y m4 cc G
E­Nt/W w Iw ��' HANDICAP RAMP' P Q
�6¢ E- 1 Iz &SIGNAGE SEE I
DET.4-6/C900 STEP 8 RAILING
SEE DET.8IC900 I Q
0
E 4 00 n u I w 2
Z�a 5 I U
9 m
Ey 5' 5' COVERED
KENNELS
10'x 70'SIGHT a
TRIANGLE I C90 _v aa.n
78 I. .
d 11 •o �d - I I ONE STORY I m
BRICK BUILDING $
0 El & Io
4"DOUBLE r I SITE PLAN
L _ _ _ J F.FL
YELLOW LINES / 839.22' '
8' 8' 8' 9' .Is,u• PREPARED FOR:
24"STOP BAR-WHITE HEAVY DUTY
ASPHALT SEE DAVIE CONSTRUCTION CO.
I N /// DET.lIC900 �"� I 152 E.KINDERTON WAY SUITE 200
l 0: I ADVANCE,NC 27006
is � I ryP
O
y D ESSE URB
(TYP. E DET. C900 h
SAW-CUT EXISTING
ASPHALT TO ENSURE I SATE REVISIONS:
SMOOTH TRANSITION E-F
10'x 70'SIGHT RETAINING WALL TO BE
a I
TRIANGLE AND F ER DESIGNED BY OTHERS.SAFETY d
FENCE ALONG EXTENTS OF x
II WALL SEE DET.5/C901 W
I � I
d I
_ 10 IL DIN PE B B FER — _ __ —
EN\T
N � _ —_ _ _ S8.8T
� SHEET SZ
:
2a"Iso. PROCT NUMBERA TE NCA M xosIsaoE
03'1R3'40"E 7
10'x 70'SIGHT 6380052023
28.24' „
TRIANGLE
APPROVED BY:
J.CHURCH
GREENSBORO AVENUE SITE INFORMATION SCALE:
60' PUBLIC RIGHT-OF-WAY PROPERTY SIZE 1.65±ACRES 1"=20' (H)
(ALSO KNOWN AS OLD US HIGHWAY 421) IMPERVIOUSAREA 27,495 SF(0.63 ACRES) (V)
DISTURBED ACRES 1.22t ACRES SHEET:
ZONE HC
REQUIREDPARKING 21 SPACES 10 io D 20 40 C1oo
(11200 SF)
PROVIDED PARKING 27 SPACES
©COPYRIGHT 2024 BY BREC,P.A.,ALL RIGHTS RESERVED.THIS PLAN MAY NOT BE RE-USED,SOLD,LOANED,OR GIVEN TO OTHERS.REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC,P.A.IS PROHIBITED AND IS AVIOLATION OF FEDERAL COPYRIGHT LAWS,PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE.

ABBREVATIONS w
TC TOP OF CURB (n
BC BOTTOM OF CURB GENERAL NOTES B EC Lu
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
TOR TOP OF RAMP 2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. a LLI
BOR BOTTOM OF RAMP 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. F J
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. w o-
TOW TOP OF WALL BEFORE YOU DIG! 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION. w °� 0
BOW BOTTOM OF WALL 0
CALL 1-800-632-4949 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND ()
BOD BOTTOM OF DITCH WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH w
HP HIGH POINT N.C.ONE-CALL CENTER RELOCATION SHALL BE INCLUDED IN THE BASE BID. B I T E y ENGINEERING I PUNNING I ENNBONMEl-Q
7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR Cn
EX.TC EXISTING TOP OF CURB IT'S THE LAW! COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. GREENSBORO AVENUE 1520 MEADOWVIEW DRIVE Q
EX.BC EXISTING BOTTOM OF CURB WILKESBORO,NC 28697 0
GRADING NOTES 336.844,4088 h11p://b.e.biz III
EP EDGE OF PAVEMENT 1. PROPOSED CONTOURS SHOWN ARE TOP OF FUTURE PAVINGIGRAVEL IN AREAS TO RECEIVE PAVEMENPGRAVEL �
AND TOP OF TOPSOIL IN AREAS TO BE SEEDED AND/OR LANDSCAPED. \\, '/, LLJ
EC EDGE OF CONCRETE
2. AREAS OUTSIDE OF THE PARKING LOT PERIMETERS SHOWN TO BE SEEDED AND/OR LANDSCAPED. NORTH SECOND AVENUE
3. CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ��N.CARo��%, V
W
ADJACENT TO THE SITE BEFORE DISTURBING,ALTERING,REMOVING,RELOCATING,ADJUSTING,OR CONNECTING ESS
TO SAID FACILITIES.CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION �Y z 9 ,; LLB
OF i\ ALLTHE CAT (U.O.N
FACILITY. VICINITY MAP(NTS) - A _0-
4. ALL CATCH BASIN GRATE AND FRAMES ARE TO BE BY US FOUNDRY OR APPROVED EQUAL .)SEE
PARCEL: 16481 SPECIFICATIONS. N
\ 5. ALL AREAS NOT COVERED BY BUILDING OR PAVING ARE TO BE GRASSED. F'I'GINEE 'G�MARSH AUTO PARTS INC 6. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE Q-�.�
\ DEED BOOK 375 PAGE 364 ',TC.CYv
DISPOSED TO AN APPROVED OFF SITE LOCATION BY CONTRACTOR.
I �'��unn����N` fA
7. ALL EXCAVATING IS UNCLASSIFIED AND INCLUDE ALL MATERIALS ENCOUNTERED. LEGEND Z
BEFORE ANY MACHINE WORK IS DONE,CONTRACTOR SHALL STAKE-OUT AND MARK OUT THE ITEMS ESTABLISHED
S O3°30'00'W 246.02' - - - - - - - - - 8 BBY THE SITE LAPERATIONS UNTIL. C LACK ONTRO APOINTS SHALL
GES APONVE ES AND
EN PRESERVED
ATH DE ALL
TIMES DURIAY SATING
TTHE
COURSE
CESSATION OF - - PROPERTY LINE 0110512024 Q
I I I I yy° - - 10'BUILDING TYPE BBUFFER- _ __ _ _ _ _ _ - - 9. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EARTHWORK QUANTITIES.ENGINEER MAKES NO STATEMENT 0
w oo EXISTING CONTOURS
0 PROPOSED CONTOURS
EITHER IMPLIED OR EXPRESSED REGARDING CUTIFILL QUANTITIES. ••`"�OR . '•� J
'� I I 1 650 , 10.ALL CORRUGATED METAL PIPE IS TO BE ALUMINIZED OR APPROVED EQUAL WITH RE-ROLLED ENDS.ALL BANDS - - BUILDING SETBACK p�CRP01yyP'9 T••° Q
/c I 11 /� '- I ARE TO BE HUGGER TYPE. O F
-7---- i 11.ALL STORM DRAINAGE PIPES SHALL HAVE IT MINIMUM COVER. --------- LANDSCAPE BUFFER ? %NCBELS#C-3448% N
12.ALL GROUND ELEVATIONS ADJACENT TO BUILDING STRUCTURES ARE TO BE A MINIMUM OF 6"BELOW THE S t )-
E EX.UNDERGROUND ELECTRIC
II 1 ` 645 FINISHED FLOOR ELEVATION. 2,•°p,,� :P O
13.ALL HOPE IS TO BE ADS N-12 ST IB DUAL WALL WITH WATER TIGHT JOINTS AND DUAL WALL FITTINGS OR SS EX.SANITARY SEWER ''O:'MCAR�"\�`•• z
APPROVED EQUAL. 0 `
/_\el 11 I 14.ALL PIPE LENGTHS GIVEN ARE TO THE CENTER OF STRUCTURES. W EX.WATER "��°���",,,
641 x 15.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ANY BENCHMARKS SUPPLIED A$PART OF THESE PLANS.
Im 16.CONTRACTOR RESPONSIBLE FOR IDENTIFYING AND PERMITTING WASTE AND BORROW SITES AS NECESSARY. GAS EX.NATURAL GAS
G, WASTE AND BORROW SITES MUST BE NCDEQ APPROVED LOCATIONS.
GV
CURBINLET-1 �W°�0 / cl:
cl
RIM:639.85
a 3 -/� II III • 15'.HOPE INV OUT:� 635.70 I I�
-
/ III I I� Cn
3 ,
. .
L W
B"PVC 6^OeP - U
/ ez c
w w;r./ I II\ I I 60140 E0 y Lu
l^
2Vl
CURB INLET-2 ��AgtO i"� U
RIM:639.8592
-- 15"HDPEINVIN:635.20
15"HDPE INV OUT:635.10 I o<ca
w s Go
646 i
&7z I �' �� / - - __� �-I�lll /
W w I i / /
VET OFFICE / ----- _ ����\ I �/
I ', 4,074 SF / / / �\ \\ / j J
F _
2 _--- -
Ngztc F.F.E.=642.00 _ / /� -_---_` \\
a
I 4
�� w I 6"ROOF �� / \ \
C/)m°�I � I �� pl -- DRAIN)TVP.) _- � // -
6YARD INLET V 1
�y�"zz I I III 1w mLI) �1 I R2MHDPE MV OUT:635.50A,, 1 �I Q
CURB INLET-3
•. �RIM:639.50 � fI aa-�1V T I�
I 1� U
155"HDPENIONUT64
PE 6140.00I
HD NV
Z
F+I ^ I O __ h,'.I I I� --�1 A VIS"PVC• ,8 F �- 1 I I I\
w E- o - covERED _, NO WETLANDS ARE LOCATED ON
vI _� r� 40ED j I THIS PROPERTY.DETERMINED
--� -- - _ T INED ON
MAY 9TH,2023 BY DEREK GODDARD.
// a Ac YARD INLET 2
w Toe 640 -_ Q - e 641 $ -__ �� RIM:637.50 0s1 I x
__ oIx
ouT a<.ae 10"PVC INV IN:634.50 g y
YARD INLET-1 E0 C✓Ha 'Oo = _ OM � 12"HDPE INV IN 634 50 C
gp 1
- Y GRADING PLAN
w+o, --� - I i 15"HDPE INV OUT:634.40 tom-'
RIM:638.75. `/ vo .Q .. I ---- - }.ra. � m
9 Du /
w 15"RCP INV OUT:634.00 - CURBINLET-4 � _ / , 639.22'
' R IM3985 �
"M
PREPARED FOR
15"HDPEINVIN:63335 c � DAVIE CONS
TRUCTION CO.
15"HOPE INV IN:633.3
15"RCP INV OUT:633.25
152 E.KINDERTON WAY SUITE 200
STRUCTURE ADVANCE,NC27006
PIPE TABLERE TABLE
CURB INLET 5 PIPE NAME SIZE LENGTH SLOPE INVERTS STRUCTURE NAME DETAILS
/
RIM 63710
15"HOPE INV OUT:633.50a -. INV IN-634.00 RIM-639.65'
6` 12 TRENCH DRAIN w / - PIPE-1 15 INCH CONCRETE PIPE 39.11' 1.92% CURB INLET-1
-/ - INV.OUT=633.25 INV OUT=635.70'
INV.OUT=636.00 �smnxv once REVISIONS:
IYINV.IN=635.70 RIM=639.85'
SA FI4,TEli" az:. - I I -- PIPE-2 15 INCH CORRUGATED HOPE PIPE 45.21' 1.11%
�, ,a INV.OUT=635.20 CURBINLET-2 INV IN=635.20'
RETAINING WALL TO BE
\ i d w is-4 INV OUT=635.10'
wPROBABLE �-r- JJ - DESIGNED BY OTHERS.SAFETY 5 INV.IN=635.10
LOCATION OF I J 1N// \ 1 -I 633 --..`„�'; 1. - /'S� '^FENCE ALONG EXTENTS OF �6�/ I I PIPE 15 INCH CORRUGATED HDPE PIPE 94.59' 1.05% INV.OUT=634.10 RIM=639.50'
WATERLINE / \� t /`_ WALL SEE DET.5/C901 P. �� c _--- CURBINLET-3 INV IN=634.10'
SERVICE FEE �w w'T� A_P �-�' ' / - INV.IN=634.00
w(SIZE UNKNOWN °� / F" INV OUT=4.0 INV OUT=634.00'
% w 637 B. \3 FLARED END SECTION �' I PIPE-4 151NCH CORRUGATED HOPE PIPE 57.95' 1.12% .35
- i WI OUTLET PROTECTION l
- -- - _ _ PIPE 5 5 INCH CONCRETE PIPE LA 4.07' .75/ = CURB 4 = ET SIZE.
/ \ 10'BUILDI G SEE DET 91C902 INV IN 633.25
�09'i3°40"E 1 CLASS 1 _ iNVMN 6633.35'
\ 150.00, --- 0 TM i INV OUT 63316 $HE
/ - - E A/N 09°13'40 N 33.5'
- E UP E E \1 PT°'��- E � --�==1_ �- � E - -�`-� ----- / -�87� UP -- PIPE 6 OOINCH PVC PIPE 2531 00 INV N-636.00 INV OUT-633.25 24 x36
APPROXIMATE LOCATION 1 6. % PROJECT NUMBER:
�e� INV.OUT=634.50 RIM=637.50' 6380052023
snNrtndr sEN`L LING s 88 CURB INLET
N 03'13 40'E TOP-sae<a - - - -�s�ss-sue-s-s - -- --- -__ ----7 IN
OUT=633.50'
- - -ss-"-. � --- INV IN-63550 DRAWN BY
28.24• LwY-62403 =ea ss-���-ss-� + s ------
za.o3 ------eze q Is 6:aa -II PIPE-7 12 INCH CORRUGATED HOPE PIPE 24.51' 4.00% J.EDWARDS
our=E2a.ae 10'EMERGENCY -.� ---- - -I INV.OUT=634.50 RIM=635.25'
--- -___ - - � OUTLET STRUCTURE _
M- .„- - SPILLWAY ELEV.-635.75 OUTLET STRUCTURE 631-- - os --_�-s"-u-"s INV OUT=631.50 APPROVED BY.
\ RIM;635.25 PIPE-6 151NCH CORRUGATED HDPE PIPE 99.64' 1.05% INV.IN=634.41 J.CHURCH
MCGILLL DRAWING M N I GREENSBORO AVENUE 15"HOPE SEE DET.7C 01 T:631.50n INV.OUT=633.35 NVIOUT63634.00' SCALE:
'� YARD INLET-1
SHOWS A SO'WATER LINE 0
ON THIS SIDE OF RO 60' PUBLIC RIGHT-OF-WAY / r� G INV.IN=631.50
PIPE-9 15 INCH CORRUGATED HDPE PIPE 31.89' 1.56%
I � I �J INV.OUT=631.00 RIM=637.50' 1"=20' (H)
AND A 2"WATER LINE (ALSO KNOWN AS OLD US HIGHWAY 421) el, INV IN=:14.50: All
ON TffiB SIDE OF ROAD E V INV.IN=633.50 YARD INLET-2
PIPE-10 15 INCH CORRUGATED HOPE PIPE 29.27' 1.21% INV IN=634.50'
oAs� I INV.OUT=633.15 INV OUT=634.40' SHEET: //�
APPROKMU LOCATION OFw2"55LB GAS LINE RIM=637.50' CLOO
APPRWB ATE LOCATION OF 30" WATER LINE _,� _ w YARD INLET-3 INV OUT=635.50' 20 io 20 40
wow w w�Raos1®�cAI,rmvu�eaor>mm crrr Pueuc rtoRNs) w
©COPYRIGHT 2024 BY BREC,P.A.,ALL RIGHTS RESERVED.THIS PLAN MAY NOT BE RE-USED,SOLD,LOANED,OR GIVEN TO OTHERS.REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC,P.A.IS PROHIBITED AND IS AVIOLATION OF FEDERAL COPYRIGHT LAWS,PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE.

I—
Lu
W B EC ui
a w
F J
x �
INORTH
O
I T E F ENGINEERINGPLiNNINGENNRONMENiAL U)1520 MEADOWVIEW DRIVE Q
REENSBORO AVENUE WILKESBOR0,NC 28697 Q
336.844.4088 h11p;Ilb—blz LLI
OND AVENUE \,,IiI III„, W
�N CARo<, U
oeEss of
'c LL
VICINITY MAP(NTS) = A =0-
\ PARCEL: PART F'1'GINEE G� �
MARSH AUTO PARTS INC � \,�
\ T�..........J
I i DEED BOOK 375 PAGE 364
LEGEND
\I
�G I 9 01'18'00"W 248.02' - - - - _ - _
PROPERTY LINE oi10512oza Q
/ I / 10 GlT
'BIJILDINYPE B BUFFER _� „too EXISTING CONTOURS a,aa„'aaI IL
_
10o PROPOSED CONTOURS
BUILDING SETBACK ro�lpO�arF•,��
————————— LANDSCAPE BUFFER :NCBELS#C-3448i U)
E EX.UNDERGROUND ELECTRIC ��: •� U
w/
I \ I SS EX.SANITARY SEWER s CARaJ`.•'` Z
/ I z W EX.WATER
I I luP/ / GAS EX.NATURAL OAS
3 I I m
U)
W
W
—Iy� IIIII' I
w W % III I I PRE-CONSTRUCTION#1 /� W
w E-I
w E. LIJ
LJJ
-----
/� C/)
e. 111,1 t
L p �
W HH IIII I
I� ITWN aSENR
/1
w /
w o
E- —�A
` Vl
COVERED I \
w H I �A�--- ----�— —�— — -- t�Nsrs
\ _
Ja'
�z,
w '"w=ass:io' E— �——— / I ONE STORY I S z 1
E BRICK BUILDING
Obi ? C 1
q r I%$ PRE-CONSTRUCTION DA
639.22' l
PREPARED FOR:
DAVIE CONSTRUCTION CO.
w I �\ I\ -- ` I 152 E.KINDERTON WAY SUITE 200
Ij i ADVANCE,NC 27006
encE OF DATE: REVISIONS:
PR
ICAOBABLE IC TION AAAVA�A I ,/ w ,w / �,/
�./ I y x
N ERVF✓OF �10'BUILDIf�G(TYPE BUFFER_
\/ 150.OE --_.� _-- /_i — i TM — SNEFrsizE 24"x36„
V / 150.00'7 -
E UP E E \ E - E �E� - E-�__�- y-_--J�- 7_----�� `_ - _ -
_ _ q� \ \ N 09'19'40'L 1
APPROXIMATE IACATION sa —ss PT�-'c� \ —_ __———— ______— ——_—��._� E B /�\ 87' UP — N
\———— _ _ PROJECT NUMBER'.
---- 6380052023
-—saws— —a -------- as a-a -sa—as e- as 1I -\ C_­L�
28.2 . ss — --I----- JDRAWNBV'ij w=eza.os / �----=eze. II J.EDWIUT=_z 03 ---- -- --- -
- — '¢—as—aa—ss APPROVED BY'.
MCGILLL DRAWING M \`� GREENSBORO AVENUE / I CHURCH
SHOWS A SO'WATER LINE z r O SCALE: -
ON T1Ds SIDE OF Ro �O-P'TJBL'I�R1@I'IT-6P�W7Yf — ——.���. — � �— — —J n\'�� 1"_20' (H)
(ALSO KNOWN AS OLD US HIGHWAY 421) / i \ 01)
AND 12"WATER LOAD SHEET:
ON THIS
SIDE OF ROAD I / �
APPROEDIATS LOCATIO—w— w wN—O w— w— w— w—G•a—ws—oa—ws—wa —�.a wa—a.a wa—�.a—�.a—�.a— '--
ins Fa2'66LB C201
F w _w APPROXINATE KCATION OF a10_WATER 4LEW _,� _ w zo 10 0 20 40
©COPYRIGHT 2024 BY BRED,P.A.,ALL RIGHTS RESERVED.THIS PLAN MAY NOT BE RE-USED,SOLD,LOANED,OR GIVEN TO OTHERS.REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BRED,P.A.IS PROHIBITED AND IS AVIOLATION OF FEDERAL COPYRIGHT LAWS,PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE.

W
U)
B EC Lu
a W
F J
eon O
O
w
3 1 T E F ENGINEERINGIPIANNINGIENNRONMEMPL Q
VI (n
1520 MEADOWVIEW DRIVE Q
GREENSBORO AVENUE WILKESBORO,NC 28697 M
336.844,4088 hftp://b.e.biz LLB
NORTH SECOND AVENUE Lu
oFE sR�<i Lu
` .ate 9' /c W
VICINITY MAP(NTS) = A =00
\ PARCEL: 18481 cnGINEG� M
DEED BOOK 375 PAGE 364
MARSH AUTO PARTS INC � ,�
\ T�......0 J
I i LEGEND �,,��o.cN
N MNING
s orla'oo_w z4e.o2' _ — — — — � - — —
— — -- —� — — — — PROPERTY CONTOURS
o1,051,o2a g
........ — no EXISTING CONTOURS
to'BUILDINGlTYPE B BUFFER
1ao PROPOSED CONTOURS EC p W
BUILDING SETBACK o�pO�r'•. Q
————————— LANDSCAPE BUFFER NCBELS#C-3448E ? N
E EX.UNDERGROUND ELECTRIC O
SS EX.SANITARY SEWER z
W EX.WATER O
w — / Im II I Iw/ � �� � GAS EX.NATURAL GAS
POST-CONSTRUCTION#7 �-
uP cl
3 .•
m I / I I I• ` POST-CONSTRUCTION IN
/ (j)
ui
/ - — --
II I / IIII \ I POST-CONSTRUCTION#3J' I cn
II I 4IX�OH z
/ I
/ _ I
POST-CONSTRUCTION#1
[GI POST-CONSTRUCTION#11 I // VET OFFICE _ w
W ei / Lu
4,074SF I / ------- �� ����� / > (�WEa�E- d / F.F.E.=642.00 /� �� A A
w �ID \\\ \ Q
cti I11� 1 /' �
o
cP / Q
w Fzo 3 �,I ,�m �� b / IAA Z
1'.I I c1 \ ^POST�CONST�RUC—TION#10 / \ �_ssnsNrtAEv sErIEE \ �J - U
01
---' I .. . �� �� • {,�I I �A �- 1—i urrE.a—sa-16�11
w E I o w — — _ COVEREDI\—
i r - - EENNEIS i
POST-
I ONSTRUCTION AC
TOP�No-o m ux I •� — #8 ONE STORY In
1 I x 1
ouiaa.ee )�, 0 8 Y II
CM BRICK F.FL F r NIA POST-CONSTRUCTION DA
w
BUILDING
J 839.22' Ono em // PREPARED FOR:
� --
�I — ,— DAVIE CONSTRUCTION CO.
• I POST-CONSTRUCTION#s •— ,———— PosT-coNSTRucnoN#s _— N 152 E.KINDERTON WAY SUITE 200
ADVANCE,NC 27006
sANI Ate' LATE REVISIONS:
\ -W a I �EaE
I POST '-CONSTRUCTION#5
IIr\ / ��.1 RETAINING WALL TO BE
-
PROBABLE I I \ I - I / �-r- - _ - DESIGNED BY OTHERS.SAFETY
LOCATION OF 1 / \ \ I- i "FENCE ALONG EXTENTS OF
WATERLINE // \ A J -� / A - WALL SEE DET.5001
SERVICE FEE
w(SIZE UNKNOWN) —
/ v. �l#�----
\ „/ \ -IrOSW40'E — — —' —,��E`BDILCIRG FEE /_ -
/ \ 150.00' / / lY II SHEET 6¢E:
E UP E IE _ E E -...:_E -� _ Y— E__ E �-�_ E---.__ ,.....� - Up
APPROXIMATE IACATION PT HH - -- _-- - -- _ -- �'� �-, PRQIECT NUMBER:
saNrrn v sEer`t LING s as ass =—s•—�— --- 6380052023
1 N 03.13 40"1 Tow-Bza oegs - - __
+iIP. q1 sa�sa— _-
28.z w=Ez4.os - -- - POST-CONSTRUCTION#12 —��-3s-�s=s=�= -- - - --- �s•�per p lR"Br.
ItB 7
w—s— " - ------eze. W:ea -II J.EDWARDS
OUT�zs.ae --_
� O - -b-98—✓�—ss APPROVED lY,
MCGILLL DRAWING GREENSBORO AVENUE / \ J.CHURCH
— M— M— N -
SHOWS A 10'WATER LINE 0y� I r SCALE:
ON THIS SIDE OF ROADS m —— ——.——.6*-PB$EIC•FtIPHY-OF--W*Y—•——.——� .——.�-— — _._ �tJ H
N)
"-20 ( )
(ALSO KNOWN AS OLD US HIGHWAY 421) / � i F'R\
AND A 2"WATER LINE SHEET:
ON THL9 SIDE OF ROAD I / �
APFROEOIATE—w— w w—O w—
ins LOCATIONF 62"55LB TE F w C202
_ APPRWX A LOCATION OF 30" WATER LINE —,� — w
z0 10 20 40
w�uaosl®�ca,rmvo�Eemt soza crrT Pueuc rtoRNs> w
©COPYRIGHT 2024 BY BREC,P.A.,ALL RIGHTS RESERVED.THIS PLAN MAY NOT BE RE-USED,SOLD,LOANED,OR GIVEN TO OTHERS.REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC,P.A.IS PROHIBITED AND IS AVIOLATION OF FEDERAL COPYRIGHT LAWS,PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE.

1 V VU I JJ4.U ,-- 639.- ,-
O 1 - CURB INLET-4 Lu
- RIM:639.85 I� B EC
15"HDPE INV IN:633.35 I \ �Y CQV�i RTi x J
15"HDPE INV IN:633.35 \ 3 w fin"
y 1 •I 1 IF RCP INVOUT:633.25 I _- / / /
U
S I T E F ENGINEERING I PLANNING I ENNRGNMENTPL Q
\ 1 _ V
1WI KE BOO,NC DRIVE Q
GREENSBORO AVENUE WILKESBOR0,NC 28697 M
336.844,4088 hftwI cbiz LLI
CURB INLET-85
RIM:637.50 / ��- � "� 9 NORTH SECOND AVENUE ���nilii�iiiii LL1
15"HOPE INV OUT:633.50CA
W
= Lu
0+0�` VICINITY MAP(NTS) A =00
/ - - -----.- ...rr ,
v i '
co LEGEND
/ _---' - - PROPERTY LINE 01/05/2024 g
v V 633 /� oo EXISTING CONTOURS CL
PROPOSED CONTOURS `'EC p"'• W
_ - �.
`w \ - BUILDING SETBACK •'oRpORVT•• Q
I w- - / °7aF �� i --------- LANDSCAPE BUFFER NCBELS#C-3448E '-
1 I - s37 _ ------ - / \ E EX.UNDERGROUND ELECTRIC
----- ------ - SS EX.SANITARY SEWER CAR�J?.`" Z
i- --- --- - - - - W EX.WATER
GAS EX.NATURAL GAS
IE E E / E E { -E----E---E ---{_��----E E 1�E- --- ---- ----- / E
PT o-'
� -/- " - - \ \ - ----__ - --'- ---__ __ - -� €- E _ E E _E
�MH / -- ---------------------------------------- -_--------- - �v
_ -- -------------- --------------- _ ---------- ---- -- -- ------- - -
\ N 03°13 40 E TOP-624.06' \\ -- - ------------------ ---- s-as-a-� _-------- -�_ -1'EMERgGENCY ----- --- -_
ss ss es ss _ -------- _ -
" "-�°-���=,�-s=�_ -SPILLWAY ELEV.=635.75-
28.24' IN=624.06' -,�----------------------- -- ui
IN=624.03 - _ U
i
3
OUT=623.98 � -�-�-ss-ae-�-s- -'�
ss
------------
3
\ OUTLET STRUCTURE / I
RIM:635.25 / Lu
/ 15"HDPE INV OUT:631.50 ¢ I U) U
SEE DET.71C901 E/ 1 z
z
� U
LU
I— Lu
NO WETLANDS ARE LOCATED ON Lu J
THIS PROPERTY.DETERMINED ON > N
MAY 9TH,2023 BY DEREK GODDARD. Q
SAND FILTER PROFILE _
-0+10 0+00 STATION 1+00 1+ Q60 =
66I
660 U
65 50
T WIDE LEVEL
SPREADERDAM
3"WASHEDSTONE BERMUDASOD OUTLET STRUCTURE
ELEV.=635.00 RIM:635.25
1 T HDPE INV OUT:631.50 TOP OF DAM ELEV.=637.00
64 STONE 3"THICK CLEANOUT CLEANOUT BERMUDASOD
° SAND FILTER
m
3'7S<OP INV.=633.15 PIPE-5 1gVOPE-- -_
y INV.=633.18 3 ``EMERGENCY SPILLWAY PREPARED FOR:
z PIPE-10 --
ELEV.=635.75 DAVIE CONSTRUCTION CO.
63 / TOP OF SAND PIPE-9 30
J ELEV.=634.00 457STONE 152 E.KINDERTON WAY SUITE 200
4 PERFORATED PVC 4"INV.=631.60 ADVANCE,NC27006
12"OF CLASS A RIPRAP TOP OF#57 STONE UNDERDRAINS @ I PIPE TABLE STRUCTURE TABLE
ELEV.=632.50 0.5%SLOPE 3'x 3'x 1'ANTI-SEEP COLLAR 18"OF COURSE MASONRY
BOTTOM ELEV.=632.00 PIPE NAME SIZE LENGTH SLOPE INVERTS STRUCTURE NAME DETAILS
62 SAND CONFORMING TO 20 INV.IN=634.00 RIM=639,85'
ASTM C33 STD. PIPE-1 15 INCH CONCRETE PIPE 39.11' 1.92% INV.OUT=633.25 CURB INLET-1 INV OUT=635.70'
SATE REVISIONS:
ALL MATERIAL LAYERS TO BE PIPE 2 151NCH CORRUGATED HDPE PIPE 4521' 111% INV.IN=635.70 RIM=639.85'
- . .
SEPARATED BY 8oz NON-WOVEN INV.OUT=635.20 CURB INLET-2 INV IN=635.20'
GEO-TEXTILE FILTER FABRIC
INV OUT=635.10'
61 10 PIPE-3 15 INCH CORRUGATED HDPE PIPE 94.59' 1.06% INV.IN=635.10
.0+10 0+00 1+0 1+fi0 INV.OUT=634.10 RIM=639.50'
CURB INLET-3 INV IN=634.10'
PIPE 15 INCH CORRUGATED HDPE PIPE 57.95' 1.12% INV.IN=634.00 INV OUT=634.00'
INV.OUT=633.35
T RIM=639,85'
PIPE-5 15 INCH CONCRETE PIPE CLASS V 4.07' 1.75% INV.IN=633.25 INV IN=633.35'
INV.O=633.2.16 CURB INLET-4 SHEETSME:
c� PVC CAP TO BE SCREWED SAND FILTER NOTES: INV IN=633.35'
Er
FITTING GLUED TO 1. ENSURE OUTLET STRUCTURE IS INSTALLED OUTSIDE OF SAND MEDIA. INV OUT=633.25' 24"x36"
CLEANOUT RISER 2. ALL DRAINAGE AREAS TO THE SAND FILTER ARE TO BE STABILIZED PRIOR TO PIPE 10.0INCH PVC PIPE 25,31' 6,00% INV.N=636.00 PRWECT NUMBER:
< INSTALLATION OF AMENDED SAND. INV.OUT=634.50 RIM=637.50' 6380052023
3, PVC UNDER DRAIN PIPE SHOULD HAVE 318" PERFORATIONS SPACED AT 6" CURB INLET-5 INV
OUT=633.50'
CENTERS.MIN.4 HOLES PER ROW.MAX SPACING OF UNDERDRAIN PIPE IS 10 FEET PIPE-7 12 INCH CORRUGATED HDPE PIPE 24.51' 4.00% INV. T=:30 oRAwr�BY
O
ON CENTER.HDPE SHALL ADHERE TO AASHTO M252 SPECS. INV. UT634.50 OUTLET STRUCTURE RIM=635.25' J.EDWARDS
4. UNDERDRAIN CLEANOUT$SHOULD EXTEND A MIN.OF 6"ABOVE SAND SURFACE. INV.IN=634.40 INV OUT=631.50' APPRoveo Bv:
5. ALL SOD WITHIN BASIN SMALL BE BERMUDA GRASS OR EOUALIANT GROWN IN PIPE 15 INCH CORRUGATED HDPE PIPE 99.64' 1.05% INV.OUT=633.35 RIM=638.75' J.CHURCH
CLEANOUT DETAIL SANDY SOIL. YARD INLET-1 INV OUT=634.00' SCALE:
PIPE-9 15 INCH CORRUGATED HDPE PIPE 31.89' 1.EIN
IN6310
631.00RIM=637.50' 110' (H)33.50YARD INLET-2 NV IN=:34.50: 1 =10' of)PIPE-10 15 INCH CORRUGATED HDPE PIPE 29.27' 1. 633.15 INV IN=634.50'
INV OUT=634.40' SHEET:YARD INLET-3 RIM T=6 7.5'
C20^K3
INV OUT= 5.OU 10 10 20
©COPYRIGHT 2024 BY BREC,P.A.,ALL RIGHTS RESERVED.THIS PLAN MAY NOT BE RE-USED,SOLD,LOANED,OR GIVEN TO OTHERS.REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC,P.A.IS PROHIBITED AND IS AVIOLATION OF FEDERAL COPYRIGHT LAWS,PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE.

LLI
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. [y B EC w
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. ~
a W
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. J
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. w
5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS,
ASSOCIATED WITH
6. CONTRACTORS ARE TO FULLY O
LIYACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND .plP'N. `�
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH w
RELOCATION SHALL BE INCLUDED IN THE BASE BID. S I T E y ENGINEERING I PUNNING I E­­Q
7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR Tn
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. 1520 MEADOWVIEW DRIVE Q
GREENSBORO AVENUE WILKESBORO,NC 28697 M
336.844,4088 hftp://b.e.biz L�
LB
_
Lu
NORTH SECOND AVENUE 0
Lu
oFE sR�<i
VICINITY MAP(NTS) = A =00
\ PARCEL: PART U)
F'1'GINEE ''G�MARSH AUTO PARTS INC
\ T�..........V
DEED BOOK 375 PAGE 364 LEGEND ,��o.cN
" tRANR+c N
w _ " 1 @ WO 6 _ ________ _ __ / - SRVP18 BUFFER 48.02' PROPERTY LINE 01I05/2o2a Q
_ _ r( J J
Fjb
TYPE B BUFFER I I
A-29 dti 100 EXISTING CONTOURS
0 BUI
CL
1ao PROPOSED CONTOURS r
W GA-29 I// —1� � � �REC.P,q•, LLI
BUILDING SETBACK ; .�oRvopg4. Q
- LANDSCAPE BUFFER 9NCBELS#C-3448. _ N
E EX.UNDERGROUND ELECTRIC `•
SS EX.SANITARY SEWER ,pp,� . , Z
''.;,'MCAR
W
W W EX.WATER
w i — vv x LANDSCAPE PLANTING LEGEND
GPW w W W W W Im GAS EX.NATURAL GAS
BERMUDA SOD
3 I W W W W W FESCUE SOD
1
"I/ I IU`I �/ w W W W ..• PARKING LOT W s, W .W W MULCH
WO-1 W W .. U
W �
— _ — — _ I
.
W WsoD W — I LANDSCAPE PLANTING LEGEND
I Lu
/ TITv WI
w W
SYMBOL LABEL QTY. SCIENTIFIC NAME COMMON NAME SIZE AT PLANTING CATEGORY (,W W
GA 50 � Z
_N y T Unnaea x grandi0ora GLOSSYABELIA 18"HEIGHT SHRUB Z >_
WO 11 Hydrangea arboescens WILLOW OAK 1"CALIPER TREE
W Lu
w E--I aI " l/ VET OFFICE / W __ -- _�\ I // MULCH RINGS TO BE PROVIDED AROUND PLANTS IF NOT IN A BED wJ w
E. > W1WIa W I I 4,074 SF w % __--- ��\��� \ \ /
W a FF 6 " / I s, SOD -y F.F.E.=642.00 �` ( lw \ \ > J_
E_ 0
i
Q
E-I0 3
\ \ rrARv sRrraR
�
E 1 ---- — — —
w —_ 'I — — v� $ COVERED
EENNEIS 71 \\ -,
10'x 70'SIGHT �e.o 1 AI 1
TRIANGLE- + W W W 8
ro \£ -
s w • m� w
SOD Ac
Tow=eae:io' ux `- w — GA-9 ONE STORY Nlx 1
BRICK BUILDING
our E C
a Mq' 'I g
1 LANDSCAPE PLAN
F i
PARKING LOT -' W W Bu
2' /
WO-1 PREPARED FOR:
w Goy V DAVIE CONSTRUCTION CO.
1 I 152 E.KINDERTON WAY SUITE 200
ADVANCE,NC27006
W
1
o� i. P SAND /_ •..�.� 3 F t�ae DATE. REVISIONS.
I \ 111"'►►► o // ER 0 A SOD r.we
1Vx70'SIGHT. �, wl�" it �� '-I ""RETAINING WALL TO BE ----
WPROBABLE 1 TRIANGLE.\ SOD m ,' �"P ::. -s- SOD DESIGNED BY OTHERS.SAFETY
LOCATION OF 1" \�, 4v �` '" •,",",',',',' "FENCE ALONG EXTENTS OF x
WATERLINE WALL SEE DET.5IC901
SERVICE FEE
--
w.(SIZE UNKNOWN)
BER DA SO
���; .10 B(YILDIN�` _�
-- I _ /
��.t—
\ �/� / TE I SHEET SIZE:
SEED
�..150_Q0 w "�i +_ + w- W N 9 40
E UP E E t E — E E _—_ — — — — W -89�87'
APPROx1YATE IACATION � 1111 - — -- ——— — —— ' — ECT NUMBER.
sa ass ss�— 2 43's _ —— —_ — — —_— s' 6380052023
W W
W 1 PRa
snNrrnv saN`L uNe_s \1 N 03'13 40"E roP=832<s' — ems- _ —._— _„_�_%_�_� _—— —— �"
gza.oa• � r t J.EDWARDS
2a24' =za.os 10'x 70'SIGHT i TYPEBBUFFER -W W. s 0:e.a--II oRnwrl Br.
ouT�za.ae TRIANGLE -
M -
- APPROVED 1Y,
WING M I
GREENSBORO AVENUE / SCALE: J.CHURCH
MCGILLL DRAWING S
SHOWS A SO'WATER LINE E
AAADDD��� I\ON THIS SIDE OF RO I 60' PUBLIC RIGHT-OF-WAY �� � I 'Pt�' 1"=20' (H)
(ALSO KNOWN AS OLD US HIGHWAY 421) I \ (V)
AND A 2"WATER LINE SHEET:
ON THIS SIDE OF ROAD I / �
AFFROKDI—w—A
ins TE LOCATION OFs2"55LB GAS LDIE TE F w G100
_ APPRWX A LOCATION OF 30" WATER LINE _,� _ w
z0 10 20 40
w�w w�uaosl®�cal,rmvo�eaor som crrr eueuc rtoRNs) w
©COPYRIGHT 2024 BY BREC,P.A.,ALL RIGHTS RESERVED.THIS PLAN MAY NOT BE RE-USED,SOLD,LOANED,OR GIVEN TO OTHERS.REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC,P.A.IS PROHIBITED AND IS AVIOLATION OF FEDERAL COPYRIGHT LAWS,PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE.

I—
w
U)
B EC Lu
1 DUMPSTER PAD SECTION J
C901 C901 N-12 HDPE STORM TRENCH INSTALLATION (/1,A CURB INLET cc
RECOMMENDED MINIMUM TRENCH WIDTHS
r PIPE DIAM. MIN.TRENCH PUD 0G� U
BAAL
CKFIu �� U
' Q
fi" 23'
1"RADIUS UNLESS ENGINEERING I PLANNING I ENNRGNME
4000 PSI CONCRETE WITH a 3" �' OTHERWISE SPECIFIED U)
W2.9 X W2.9 W.W.F.OR —— .�::!yy g +6" za• INLET FRAME&GRATE 1520 MEADOWVIEW DRIVE Q
#3'S AT 18" PC 1r 3D" yy �y USF 5181-6420 FOR SAG INLETS&USF WILKESBORO,NC 28697 Q
ASPHALT PAVING 1 5130-6431 FOR ON GRADE INLETS 336.844,4088 h11p:Ilb.�.biz I,J,I
SEE DETAIL INITIAL BF UNLESS SPECIFIED OTHERWISE —
8 9"
SPRINGLINE &1C10"ILL � ` LLI
—�— \\\1111111/I/// U
24• de• STEP REQ'D FOR '� ""'CAR
Rod
�F �f- )�� 8'FOR 30'-60"PIPE gEpDING 36 M Q AT 10 O.0 CONC,GRO ri
/
LU
d. .. �. vs• CONCRETE BRICK OR S -9' m
D L
—�— X Mm.TRENcx Wo1H `suITABIE PRE-CAST BOX XES>4'DEEP I o o .� — gA —B
NOTES: (SEETABLE) FOUNDATION GROUT INTERIOR L�o
" .4. w• ea" WALLS
1
FOR.ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321,"STANDARD PRACTICE ,����V���V, o o NGIN6E•'G�`
—I I I UNOERGROUNO INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW
_ APPLICATIONS",LATESTADDITION MINIMUM HICLE LO DINGS(VER BASSOON
_ I��I--.II—I II vEcwcLE Lonpwc wrvDlnoxs
-III- I I-I I III I—I I I— 2.MEAGURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, SURFACE LIVE LOADINGCONDI110N O C� M
WHEN REQUIRED. EAVY CONSTRUCTION O C� Z
4"iR57 WASHED STONE III—III—III-III-III (2)#4 CONT. PIPE DwM. Hss "pSrnxLE LonDI• I oL� 0110512024(U :5
_ FOUNDATION WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL EXCAVATE TO A #4 BAR AT 8"Q.Q.E.W. O L�
OH REQUIRED AL THE ENV NEED AND REPLACE WITH SUITABLE MATERIAL GI SPECIFIED BY THE 12"dB' tY d3"
I I NEED AS AN ALTERNAT VE AND AT THE DISCRETION OF THE DESIGN ENG NEER THE TRENCH 'Y.' q 5,_,kr O C�
— COMPACTED SUB-GRADE BOTTOM MAY eE sTAe Lze"us USING Aceorexr LE MATER u. N 5IL 80- zd" fi0" oL� „ d 41jdd
EH GLES IN EXCESS of 75r MAY REQUIREPDOTONALGOVER k'
d BEDDING: SUITABLE MATERIAL SHALL BE CLASS 1,II EE III THE CONTRACTOR SHALL PROVIDE -
ENGUMENTATON FOR MATER AL SPECIFICATION TO ENGINEER,UNLESS (100 SE NOTE"BY THE MINIMUM RESOMMENDIESCOVERCOVER BASED
J AAA�R�G�P'Q 44 J
ENGNEER,MNMUM BED"NG THCKNESS SHALL BE 4'(t00mm)FOR 4'-24"(t00mm-600mm);6'(150mm) ON RNLWAY LOADING CONDITIONS
FOR 30'-MY'(750mm-900—T COOPER ZVO "`1T�1.'I Q
5,INITIAL BACKFILL:SUITABLE MATERIAL SHALL BE GLASS I,II OR III IN THE PIPE ZONE EXTENDING NOT PIPE ONM EAO" U
LESS THAN 5"ABOVE GROWN OF PIPE.THE CONTRACTOR SHALL PROVIDE DOCUMENTAnoN FOR uPTo z4• z4• 6"#57 STONE COMPACTED Z CONC.GROUT ENCBELS#C-3448E N
MATERIAL SPECIFICATION TO ENGINEER.MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, I—
LATESTEDITION.
.
6.MINIMUM COVER.MINIMU N-T M COVER,H,IN NORAFFIC APPLICATIONS(GRASS OR LANDSCAPE AREAS) COVER IS MEASURED FROM4R TOP OF PPE TO BOTTOM PIPE
'�.\�P
IS 12"FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO ' A44 CARp,," z
PREVENT FLOATION.FOR TRAFFIC APPLICATIONS,MINIMUM COVER.H,IS 12'UP TO DIAMETER PIPE OFRAILWAYTIE. O
AND 24"OF COVER FOR 54"-60"DIAMETER PIPE.MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE "EA]COVER REQUIREMENTS,ARE ONLY PPPLICABLE
PAVEMENT OR TO TOP OF RIGID PAVEMENT, TO AETM FR306 PIPE. Q
C901 DUMPSTER SCREENING C901 YARD INLET
U)
w
4"SPACING axa /1
1x6 INLET FRAME �J
FRONT 2xa STEP REQ'D FOR AND GRATE
TOP wew STEP RE 4'DFOR (USF 4131-6259)
IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDING BOXAT 4'DEE w
BETWEEN TENANT PARCEL AND ADJACENT PARCEL,THEN U)
B'-0"MAX.POST SPACING LESSOR SHALL CONSTRUCT A PRIVACY FENCE IN ACCORDANCE U
WITH TENANTS PROTOTYPE CRITERIA SET PLANS AND ANV O O O
SPAC
d"MAXING APPLICABLE GOVERNMENTAL REQUIREMENTS. Z
\//\ , 4 OOO
axa 4x4 PRE-CAST CATCH BASIN 0
ix6 1x6 PER D.O.T.HEAVY-DUTY 'i:•?t L�o L� U
TRAFFIC RATING.ROUNDLIJ
o-; L�o_L�
2xa 2xa dx4 SUBSTITUTED FOR SQUARE -,ty-•.`5.` L�L�L�
4 I.. I w
� J_
cn
6"OF#57 STONE COMPACTED UOT
Q
J
REARVIEW
2
NOTE:
1.WOOD TO BE TREATED PINE.USE GALVANIZED NAILS FOR
FASTENING.
2.NUMBER OF BOARDS WILL VARY DEPENDING ON SPACE
FRONT VIEW BETWEEN BOARDS AND ACTUAL WIDTH OF BOARDS.
10"
DETAIL REMOVED
GATES SHALL BE CONSTRUCTE
OUT OF STEEL FRAME TUBING
WITH PIVOT HINGES MOUNTED DETAILS
ON 6" STEEL PIPE BOLLARDS. CAP 7
PROPER LATCHING AND LOCK
HARDWARD SHALL BE PROVIDED B M P OUTLET
IN ORDER TO RESTRAIN AND/OR PREPARED FOR:
LOCK ENCLOSURE GATES C901 STORM RAX PEAK DAVIE CONSTRUCTION CO.
ROOF STRUCTURE
TRASH RACK OR 152 E.KINDERTON WAY SUITE 200
APPROVED EQUAL ADVANCE,NC 27006
SHADOW BOX
FENCING,ATTACHED
WITH}"GALV.
CARRIAGE BOLTS, RIM ELEV.=635.25
(SOLID COLOR STAIN)
11TI REVISIONS:
GROUT INTERIOR 3"ORIFICE
WALLS -------------
INV.=634.50
a oIA xoLURD PROVIDE SOLID 4° 3'x 3'x4.5'PRE-CAST
SUPPORT WHEEL AND CATCH BASIN MEETING
fs
wHeuANDauv.eRAcxET GALV.BRACKET OR EXCEEDING NCDOT
STD.840.45 STORM RAX PEAK
GATE ELEVATION ROOFSTRUCTURE
w.,m Dw.To FRos,CRETE TRASH RACK OR
F`a lG wFrcoNcIN a.op move 18"HDPE APPROVED EQUAL SHEETSIZE:
ons.i FIGH INV.=631.50 24"x36"
d 4 LooATI 4"PVC INV.=631.60
PROJECT NUMBER:
e>�oo, ors MlrvwuM 9"CONCRETE 6380052,23
NDs sHAu exTEx 630.75 DRAWN BY
excczTSoxAw�xoN FOR OUMPsreR l� 6 J.EDWARDS
L UxE LOC J— #57 WASHED STONE APPROVED BY:
u6.w Reea o " COMPACTED J.CHURCH
wza-o.c.FwcH wnv. T
I SCALE:
w0000ATF x DlAxocv.DxED NOTES: NTS (H)
EDDE 1. USE MONOLITHIC STRUCTURE WHERE POSSIBLE.IF RISERS ARE REQUIRED,THEY MUST m)
EQ. EQ. BE MECHANICALLY ANCHORED TO PRIMARY STRUCTURE.
2. ENSURE ALL STRUCTURE JOINTS AND PIPE PENETRATIONS ARE WATER TIGHT. USE SHEET:
TRASH ENCLOSURE PLAN Wz9 CON SEAL CS-102 JOINT MASTIC (OR APPROVED EQUAL)AT ALL SEAMS.GROUT ACC--OASE INTERIOR STRUCTURE WALLS AND PIPE CONNECTIONS. C901
©COPYRIGHT 2024 BY BREC,P.A.,ALL RIGHTS RESERVED.THIS PLAN MAY NOT BE RE-USED,SOLD,LOANED,OR GIVEN TO OTHERS.REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF SPEC,P.A.IS PROHIBITED AND IS AVIOLATION OF FEDERAL COPYRIGHT LAWS,PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE.

W
U)
TEMPORARY GRAVEL CONSTRUCTION 2 SILT FENCE 3 SILT FENCE STONE OUTLETS e ec Lu
Lu
J
11
C902 ENTRANCE C902 STEEL POST C902 I
WIRE FENCING 4'MIN.-�{ SILT FENCEp�' 2i
GENERAL NOTES: WIRE FENCING 8'MAX FILTER FABRIC I -
1. A STABILIZED ENTRANCE PAD OF COARSE AGGREGATE OR RAILROAD BALLAST SHOULD BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE #57 STONE I 4 U
ONTO A PUBLIC STREET. L Q
2. L I
FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHOULD BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. EucwEEalNc I PuuuwGlEumaouMEuru
3, THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. WOVEN FILTER FABRIC 30"MIN
- w OQ TOP OF SILT FENCE
THE MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP `'�� MUST BE AT LEAST1 H 1520 MEADOWVIEW DRIVE Q
SEDIMENT. LL LL FLOW Q���_ " - WILKESBORO,NC 28697 Q
ABOVE THE TOP OF tl I 336.844.4088 hftp://b.e.biz
4. ANY SEDIMENT SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. III W
8 MIN THE#57 STONE
5. WHEN APPROPRIATE,WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET.WHEN WASHING IS REQUIRED,IT SHOULD BE DONE IN AN - �� H -
AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.
6. COOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THROUGHFARE. IIIIIIII�r IlTll n 11 111111I11"III IIll II \11111 uu71i
_L�O�-L�D�I �J�I- -
7. PLEASE REFER TO NCESCPDM SECTION#6.06 FOR ADDITIONAL DESIGN SPECIFICATIONS REGARDING TEMPORARY GRAVEL CONSTRUCTION ENTRANCES/EXITS. III-IIJ-W I1L"' 11- L1 I
--_ _ _I-Wll �LI_ FRONT VIEW cAl���� V
MAINTENANCE NOTES: IIIII-i' II BURY WIRE FENCE, Egg /�:� W
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.THIS MAY REQUIRE PERIODIC TOPDRESSING WITH t MIN uI FILTER FABRIC,AND HARDWARE ; OF
2-INCH STONE.AFTER EACH RAINFALL,INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.IMMEDIATELY REMOVE ALL OBJECTIONABLE GENERAL NOTES: CLOTH IN TRENCH .4 9' W
MATERIALS SPILLED,WASHED,OR TRACKED ONTO PUBLIC ROADWAYS. - A =_m
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95%BY WEIGHT OF POLYOLEFINS OR 9. WHEN A WIRE MESH SUPPORT FENCE IS USED,SPACE POSTS A MAXIMUM OF 8 FEET APART.
50'MIN POLYESTER,WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND AMINIMUM OF 24 INCHES. STEEL FENCE POST (n
6"MIN PUBLIC STREET THE REQUIREMENTS IN ASTM D.61,WHICH IS SHOWN IN PART IN TABLE 6.62b. 10. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH STEEL FENCE POST SET MAX 2'APART
o---- 2. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS SUPPORT FENCE.SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS.WIRE OR
EXISTING GROUND - '�"� TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A PLASTICZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH. WIRE FENCING MIN.18"INTO SOLID
TEMPERATURE RANGE OF D TO 12D'F. 77. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE HARDWARE CLOTH 16"MIN. GROUND �11111I 11111N``` (�
SOIL STABILIZATION FABRIC 3. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.25 L&LINEAR FT MINIMUM STEEL WITH A PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER. Z
UNDER 24'COARSE AGGREGATE MINIMUM LENGTH OF 5 FEET.MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO 12. PLACE 121NCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH. GENERAL NOTES: 01I05I2024 J
FACILITATEFASTENINGTHEFABRIC. 13. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. CLASS RIPRAP 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. J
4. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC,USE WIRE FENCE WITH A THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. #57STONE 2. REPLACE#57 STONE AS NEEDED TO ENSURE DEWATERING.
MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES. 14. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. I 3. WIRE FENCING SHALL BEA MINIMUM OF 32'IN WIDTH AND SHALL HAVE A MINIMUM OF
50'MIN 5. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH MAINTENANCE NOTES: I 6LINEWIRESWITH I2"STAYSPACING. 4����#.#..#
SYNTHETIC FILTER FABRICS. MAINTENANCE NOTES: �� W
T 4 -�- w 6. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE I,� J
7. INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.MAKE ANY 1. INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
` THE GROUND SURFACE.(HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO REQUIRED REPAIRS IMMEDIATELY. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. ••O(APDIyyT•'•,'� Q
- CAUSE FAILURE OF THE STRUCTURE.) 16"MIN. 3"FILTER FABRIC ;•4 (�`•,
U 7. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE 2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE,OR BECOME ON GROUND 2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE,OR U
INEFFECTIVE,REPLACE IT PROMPTLY. BURY WIRE FENCE AND HARWARE CLOTH BECOME INEFFECTIVE,REPLACE IT PROMPTLY. %NCBELS#C-3448E = N
- BARRIER TO AVOID JOINTS.WHEN JOINTS ARE NECESSARY,SECURELY FASTEN THE FILTER 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME BURY 6"OF UPPER EDGE OF 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST. FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.TAKE CARE TO AVOID FILTER FABRIC IN TRENCH ~
N _ 8. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE u VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.TAKE CARE
UNDERMINING THE FENCE DURING CLEANOUT. TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. ''•,LO•'••....• \��,`' O
UPS LOPE SIDE OF THE POSTS.EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE SECTION VIEW
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA A��Rn,1 •O�``, Z
TRENCH.FASTEN THE WIRE REINFORCEMENT,THEN FABRIC ON THE UPSLOPE SIDE OF THE 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING
FENCE POST.WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA Q
STRENGTH. PROPERLY STABILIZED. HAS BEEN PROPERLY STABILIZED.
4 TEMPORARY DIVERSION 5 ROCK PIPE INLET PROTECTION 6 HARDWARE CLOTH AND GRAVEL INLET
C902 C902 GENERALNOTES C9O2 PROTECTION
1. CLEAR THE AREACUSS
ALL CUSS
THAT MIGHT N A SEMIDER CIRCLEEXCAVATIONAAROUND
THE
LET.THE W
2. INSTALL THE CLASS B OR CLANS RIPRAP IN HE SEMI-CIRCLE AROUND THE PIPE INLET.THE STONE V J
SHOULD ID BUILT UP HIGH ON EACH END WHERE IT TIES INTO THE TOM WIDTH O.THE MINIMUM W
CREST WIDTH OF HEIGHT
RIPRAP SHOULD BE 3 FEET WITH A MINIMUM BOTTOM WIDTH OF 11 FEET.THE 1�4 MAX
\` MINIMUM HEIGHT SHOULD BE 2 FEET,BUT ALSO 1 FOOT LOWER THAN THE SHOULDER OF THE I 19-GUAGE HARDWARE CLOTH V
RIPRAP AEMBANKMENTIFGOHICK LA(VERSION. \
HEADWALL 3. THEE
FOOTTHICK LAVER OF NCDOT#50R p5]STONE SHOULD BE PLACED ON THE OUTSIDE SLOPE OF WMESH OPENINGS) L.1_
NATURAL GROUND THE RIPRAP.
\ 4. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE STONE STEEL T-POST - w
\\ HORSESHOE 18INCHES BELOW NATURAL GRADE.
2'MIN 5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED,FILL DEPRESSION AND v)
COMPACTED SOIL - ESTABLISH FINAL GRADING ELEVATIONS,COMPACT AREA PROPERLY,AND STABILIZE WITH GROUND lJ^
PIPE INVERT,38" COVER. r z
CLAB6 B RIPRAP MAINTENANCE NOTES:
PIPE MAX,MIN 1. INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER SIGNIFICANT(112 INCH OR
,a`.w.-....,_v �ti.'•.~-.•q"_'�? .� 18 F�L�- - - -' FLOW Loly GREATER)RAINFALL EVENT AND REPAIR IMMEDIATELY.REMOVE SEDIMENT AND RESTORE THE NCDOT#5 OR#67 2'
SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACUMULATED WASHED STONE Z �_
TO ONE-HALF THE DESIGN DEPTH OF TH TRAP.PLACE THE SEDIMENT THAT IS REMOVED IN THE� _6'TYPICAL� -' -I DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. 21 _r U
2. CHECK THE STRUCTURE FOR DAMAGE.ANY RIPRAP DISPLACED FROM THE STONE HORSESHOE
--_- MUST BE REPLACED. 16' W
I- 3. AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED REMOVE THE
- STRUCNRE AND ALL THE UNSTABLE SEDIMENT.SMOOTH THE AREA TO BLEND WITH THE W
W
GENERAL NOTES: FILTER BERM NC ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER.
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH,STUMPS AND / DOT#5 OR#57
WASHED STONE NATURAL GROUND
OTHER OBJECTIONABLE MATERIAL. FILTERED 2' cc Cn
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL °� RIPRAP HEADWALL,V MIN WATER G
DESIGN REQUIREMENTS. HEIGHT FROM ROAD SHOULDER L Q
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE GENERALNOTES:
DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT. 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
1 3 INC DOT#5 OR#57 2. DRIVE 5-FOOT STEEL POSTS 2 INTO THE GRID NO SURROUNDING THE INLET.SPACE POSTS EVENLY AROUND THE
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSION TO PERMIT MACHINE WASHED STONE PERIMETER OF THE INLET,AMAXIMUM OF4 FEETAPART. Q
REGARDING AND CLEANOUT. FLO!"J -� MT73. SURROUND THE PORTS WITH WIRE MESH HARDWARE CLOTH.SECURE THE WIRE MESH TO THE STEEL POSTS AT THE T
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION,UNLESS IT WILL \� 2, TOPS,MIDDLE AND BOTTOM.PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS 1
REMAIN IN PLACE LESS THAN 30 WORKING DAYS. r - RECOMMENDED. U
MAINTENANCE NOTES. IPE INV FIT 4. SM OTH TO GRAVEL(NCDOT p50R#5]STONE)ONA2:7 SLOPE WITH AHEIGHT OF 761NCHES AROUND THE WIRE,AN
SMOOTH TOM EVEN GRADE.
1. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY 1 5' S. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED,REMOVED ACCUMULATED SEDIMENT,AND ESTABLI
RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE LOW AREA AND FINAL GRADING ELEVATIONS.
REPAIR THE DIVERSION RIDGE.CAREFULLY CHECK OUTLETS AND MAKE 6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUND WATER
TIMELY REPAIRS AS NEEDED.WHEN THE AREA PROTECTED IS PERMANENTLY INSPECT I MAINTENANCE
STABILIZED,REMOVED THE RIDGE AND THE CHANNEL TO BLEND WITH THE NC DOT#5 OR#57 INSPECT ZANY DEBRISS AT ORST
OBJECTAND ER EACH SIGN(ADEQUATE FLOW
FOR
SURAIBSEQUENT
RALL INS.
ECCLEAR E N ESH
CLASS B RIPRAP WIRE OF ANY DEBRIS THE
OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.TAKE CARE N T
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. WASHED STONE DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT CONTROL.REPLACE STONE AS NEEDED.
7 8 ABOVE GROUND CONCRETE WASHOUT Q DETAILS
PREPARED FOR:
EMERGENCY SPILLWAY STANDARD PIPE OUTLET TO
C902 STORMWATER CONTROL MEASURE C902 C9O2 DAVIE CONSTRUCTION CO.
WELL-DEFINED CHANNEL 152 E.KINDERTON WAY SUITE 200
SILT FENCE ADVANCE,NC 27006
10'
A SANDBAGS GENERALNOTES:
mP')OR STAPLES 1. LA=THE LENGTH OF THE RIPRAP APRON.10 MIL PLASTIC LE 2. DA=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
SS THAN 6"(INCHES).
00 O O 0o LINING(ALL SIDES) 1'FREEBOARD 3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE
1:1 SIDE SLOPE DATE. REVISIONS:
CHANNEL BANKS TO AN ELEVATION OF 6"(INCHES)ABOVE
(TYP.) A A THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
BANK WHICHEVER IS LESS.
T I 0>< 0 2 PIPE z W1=3XDo Do --- - - W2=Do+TSLA 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
o
m4. INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
B 6" � " �� MAINTENANCE NOTES:
L 1 _ `� INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER
1 3 • • • • • • • • • • • • • • 0 SIGNIFICANT(ill INCH OR GREATER)RAINFALL EVENTS TO SEE
IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN
PLACE,OR IF STONES HAVE BEEN DISLODGED.IMMEDIATEL
MAKE ALL NEEDED REPAIR$TO PREVENT FURTHER DAMAGE. SHEETSIZE:
O O O O SANDBAGS(TYP.) SECTION A-A 2401
GENERAL NOTES: OR STAPLES PLAN VIEW
PROJECT NUMBER:
1.T-16' HIGH COHESIVE 8 63BOD52 223
2.B=10' A LOW FILTRATION I{�
3.LINE WITH SCOURSTOP TRANSITION MATS PLAN SOIL BERM I LA DRAWN BY.
OR APPROVED EQUAL OVER SOD. J.EDWARDS
NOTES: PIPE V APPROVED BY:
1. ACTUAL LOCATION DETERMINED IN FIELD. J.CHURCH
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED
CLEARLY MARKED - SCALE:
WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE
CONCRETE SIGNAGE NOTING -- f IIa,JI�'
DEVICE(18"X24"MIN.) STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING pA °'� � NTS (H)
WASHOUT CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD. N)
3. CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARLY
MARKED WITH SIGNAGE NOTING DEVICE. SE,TION'A-A' SHEET:
FILTER FABRIC
C902
©COPYRIGHT 2024 BY BREC,P.A.,ALL RIGHTS RESERVED.THIS PLAN MAY NOT BE RE-USED,SOLD,LOANED,OR GIVEN TO OTHERS.REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC,P.A.IS PROHIBITED AND IS AVIOLATION OF FEDERAL COPYRIGHT LAWS,PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE.

w
U)
SKIMMER SEDIMENT BASIN 2 BAFFLE 3 EMERGENCY SPILLWAY e ec Lu
Lu
J
903 903 GENERAL NOTES: 903 EROSION CONTROL ti 0-
BAFFLES OVERFLOW INLET 0-
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
US
PLAN VIEW WITH PIPE OUTLET SING 2. MOSTOFTHEES OR BY SEO MENT WILL AING AS FOR SILT CCUMULATE IN THE 1ST BAY, `O�e`0 O
w WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
Y 3. PROVIDE 3 BAFFLES(USE TWO IF LESS THAN 20 FEET IN LENGTH).PROVIDE ENGINEERING I PUNNING I ENNIRGNMENTPL Q
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES. (n
m 1ST CELL 4. BAFFLE SHALL BE 700 GIM2 COIR EROSION BLANKET. Q
25 SIN 25%OF 5. TOPS OF BAFFLES SHOULD BE 2INCHES LOWER THAN THE TOP OF THE BERMS. 1520 MEADOWVIEW DRIVE
BASIN BASIN 6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL. WILKESBORO,NC 28697 Q
' w URFACE SURFACE 7. PLEASE REFER TO NCESCPDM SECTION M6.65 FOR ADDITIONAL DESIGN SPECIFICATIONS 336.844.4088 htlpalbrec.biz LLB
INFLOW AREA AREA REGARDING BAFFLES.
INLET OUTLET MAINTENANCE NOTES:
2ND CELL 25%OF 1. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.MAKE ANY �1111I III IIII Lu
25%OF BASIN REQUIRED REPAIRS IMMEDIATELY. H CAR xi U
BASIN SURFACE I LL 2. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES.SHOULD THE FABRIC OF A BAFFLE F T x'C_ O����
SKIMMER SURFACE AREA COLLAPSE,TEAR,DECOMPOSE,OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY.
DEWATERING AREA 3. REMOVE SEDIMENT DEPOSITS VJFiEN IT REACHES HALF HEIGHT OF THE FIRST BAFFLE TO
AVERAGE_ AREA" DEVICE EMERGENCY PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE _\ .Q LLB
WIDTH LENGTH SPILLWAY ON THE BAFFLES.TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. - A =m
SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED,REMOVE 2 L N
"AREA OF BASIN WATER ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS,BRING THE AREA TO GRADE
SURFACE AT TOP OF PLAN VIEW AND STABILIZE IT. F4'GINEE 'G�:� Q
PRIMARY SPILLWAY SUPPORT POST, cLAss ARIPRAP Geo-TExnLE FABRIC
'' TYN C.CNUQ,�`�
DRAPE BAFFLE MATERIAL OVER 24"INTO BOTTOM
V FREEBOARD BAFFLE WIRE STRAND AND SECURE WITH
OR SIDE
BAFFLES MATERIAL PLASTIC TIES AT POSTS AND ON EXTEND 9 GAUGE WIRE TO BASIN GENERAL NOTES: Z
6"MIN.INVERT ELEV
SIDE OR INSTALL T-POST TO 1.T-14
EMERGENCY SPILLWAY EMBANKMENT WIRE EVERY 12" 0110512024
INFLOW ANCHOR BAFFLE TO SIDE OF BASIN 2.B-10
2'OEWATERING 11 GAUGE 3.6"OF CLASS A RIPRAP WITH
EMERGENCY AND SECURE TO VERTICAL POST 8 oz NON-WOVEN GEO-TEXTILE FABRIC.
ZONE _1-SPILLWAY LANDSCAPING •��""........ '
2 STAPLE I z .••••�REC:Pq, '• J
IIII 1 I STEEL POST m O�Txc:•. ? Q
2'DEPTH = U
BAFFLE MATERIAL SHOULD BE SECURED VARIABLE -NCBELS#C-3448E = N
FILTER FABRIC III=III-I L- = =11=IIII - TO THE BOTTOM AND SIDES OF BASIN 9 GAUGE MIN.HIGH TENSION WIRE DEPTH i
/IIIII III
1'SEDIMENT CLASS(STONE PAD OUTLET USING 12"LANDSCAPING STAPLES STRAND SHALL BE SECURED TO •'2 P: O
STORAGE ZONE (4'x4'x 1'MIN.) STRUCTURE SECURE BOTTOM OF BAFFLE T 1 gy�pp,,,�
SECTION VIEW AT OPENING POST TO SUPPORT BAFFLE 4'MAX. GROUND WITH 12"STAPLES AT 12" •''Oir'M C..... .•••• z
CROSS-SECTION VIEW MATERIAL MAXIMUM SPACING. O
CROSS SECTION Q
ARM ASSEMBLY E&SC PERMANENT SEEDING SCHEDULE 4 CLEANOUT
'DO NOT USE WITHIN 25'RIPARIAN BUFFER.SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS C903
"C"ENCLOSURE MOUNTAINS (n
SEEDING DATES SPECIES RATE -) w
WATER ENTRY TALL FESCUE 100 COMPLETE SEEDING EARLIER IN THE FALL,AND START LATER IN THE SPRING ON NORTH AND EAST FACING SLOPES. PRE CAST CONCRETE U
UNIT AUG.15-MAY 1 SOIL AMENDMENTS POURED IN PLACE OF
'RYE GRAIN 40 PERSPECTIVE VIEW APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LBIACRE GROUND AGRICULTURAL LIMESTONE CONCRETE COLLAR >
SEPT.1-JUNE i SERICEALESPEDEZA 15 L AND IIII LBIACRE 510-10 FERTILIZER. L
'"RVE GRAIN 40 H.40 PVC CAP uj
"'GERMAN MILLET 10 APPLY 4000-5000 LBIACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL.ANCHOR MULCH 24 6'THICK,12'DIA. 24 6'THICK,24'x24' U)
PVC END PVC VENT SCHEDULE 40 JUNE2-AUG.14 STRAW BY TACKING WITH ASPHALT,NETTING,OR ROVING.NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP OA CONC.APRON O CONC.APRON . (,
CAP PVC ELBOW PIPE PVC PIPE 'SUPPLEMENT WITH IRRIGATION SLOPES. PAVING ---- L- -
Z -ICI�III=III=III= II=1=III=III=11f � Z
PIEDMONT I-11 F=1IR III H I1=IIII
MAINTENANCE SUB-PAVING C 'IIIITF(Ipl J�� lTF
WATER SURFACE SEEDING DATES SPECIES ll�
REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.MOW NO MORE THAN ONCE PER YEAR.RESEED, f- GRAVEL BASE _ -YII`1- II- IIII-III-IYI-''I
PVC END (PERMANENT POOL) TALL FESCUE FERTILIZE,AND MULCH DAMAGED AREAS IMMEDIATELY. -------- -------
CAP SEPT.1-MAY 1 "RYE GRAIN SOIL PREPARATION:
�112HPO
SOIL TEST:SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT(PHOSPHORUS,POTASSIUM,CALCIUM -._ COMPACTED OR COMPACTED OR J SCH.40 PVC U
ORIFICE SERICEA LESPEDE7A -11-_-i-i UNDISTURBED SOIL- UNDISTURBED SOIL
LES IN AND MAGNESIUM)LEVELS ARE IN A RANGE THAT FAVOR TURFGRASS GROWTH.THE SOIL TEST REPORT WILL INDICATE ram/
SCHEDULE40 PLATE BERMUDA GRASS NEEDED AMOUNTS OF FERTILIZER AND/OR LIME. L)..I (Y
PVC TEE UNDERSIDE PVC PIPE PVC TEE APRIL IS-JUNE 30
-GERMAN MILLET W
CLEAN AND ROUGH GRADE:REMOVE ALL DEBRIS FROM THE LOCATION TO BE PLANTED.THIS INCLUDES ROCKS,BOTTLES, W J
"'GERMAN MILLET LARGE ROOTS AND OLD TREE TRUNKS.IF EXTENSIVE GRADING IS NEEDED,REMOVE THE TOPSOIL AND STOCKPILE IT FOR _
JULV 7-AUG.30 SUPPLEMENT WITH IRRIGATION REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED. N
FLEXIBLE FLE OW L L FLOW FLOW
HOSE COASTAL PLAIN THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,ESPECIALLY IF THE GROUND IS WET.THIS
f E
E/ SEEDING DATES SPECIES RATE(Ibl-) COMPACTED LAYER MUST BE BROKEN UP.A SPRING-TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS;A Q
TALL FESCUE 100 SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES. PAVED AREAS PAVED AREAS LANDSCAPED AREAS
BOTTOM SURFACE (2-WAY CLEANOUT)
SEPT.30-APRIL/ "RYE GRAIN 40 DEEP TILLAGE:ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE SPEED AND DEPTH OF ROOTING.A Q
END VIEW FRONT VIEW SERICEA LESPEDEZA 15 TRACTOR-MOUNTED OR SELF-PROPELLED TILLER WILL ADEQUATELY TILL THE SOIL.TAKE CARE NOT TO DESTROY THE Oq JOSAM SERIES 58860-22 ACCESS COVER AND CLEANOUT WITH
NOTE: BERMUDA GRASS 25 EXISTING TREES IN THE LAN/N.CUTTING TOO MANY TREE ROOTS DURING SOIL TILLAGE CAN SEVERELY DAMAGE OR KILL A TAPER THREAD BRONZE PLUG SERIES 58540.20 AND'SAN"ON
1. ALL SKIMMERS SHALL BE FAIRCLOTH SKIMMERS UNLESS OTHERWISE SPECIFIED. APRIL I5-JUNE 30 TREE.TREES CAN ALSO BE SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL.IF ADDITIONAL SOIL IS COVER(ORAPPROVED EQUIVALENT). U
-GERMAN MILLET la NECESSARY AT A TREE BASE,CONSTRUCT A'TREE WELL'
"'GERMAN JULY 1-SEPT,29 MILLET 10 OB NEENAH MODEL R-6660-DP LIGHT DUTY ACCESS COVER WITH
REPLACE THE TOPSOIL:ONCE THE SUBSURFACE IS ESTABLISHED,RETURN THE TOPSOIL AND SPREAD UNIFORMLY OVER
GENERAL NOTES: 'SUPPLEMENT WITH IRRIGATION THE ENTIRE AREA,ALLOW FOR AT LEAST 6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED.THIS MEANS PLACING TWO(2)JOSAM SERIES 58190-22 CLEANOUTS WITH TAPER
1. CLEAR,GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT.REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF 'RESEED WITH NON-NURSE CROPS WITHIN ACCEPTABLE DATES ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE.IMPROVE THE SOIL BY ADDING ORGANIC MATTER.THIS THREAD BRONZE PLUG SERIES 58540-20(OR APPROVED
ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY.HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA.PLACE TEMPORARY "MAY RE SURSTITUTED WITH WHEATAT 30 LBS/ACRE IMPROVES WATER RETENTION IN SANDY SOILS AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING. EQUIVALENT).
SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED. BE SUBSTITUTED WITH BROWNTOP MILLET AT 10 LBIAACRE
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS,WOODY,VEGETATION,ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL.
PLACE THE FILL IN LIFTS NOT TO EXCEED 9INCHES,AND MACHINE COMPACT IT.OVER THE FILL EMBANKMENT 61NCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS.PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE
SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
4. PLACE THE BARREL*TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE)ON A FIRM,SMOOTH FOUNDATION OF IMPERVIOUS SOIL.DO NOT USE PERVIOUS MATERIAL SUCH DETAILS
AS SAND,GRAVEL OR CRUSHED STONE AS AST THE
AROUND THE PIPE.PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY INTO RAISE
LAYERS AND COMPACT E&SC TEMPORARY SEEDING SCHEDULE 5 IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT.CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE MODIFIED S C M OUTLET ST R U CT U R E
FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES. PREPARED FOR:
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURES INSTRUCTIONS ORAS DESIGNED. MAINTENANCE C903 DAVIECONSTRUCTIONCO.
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE.ATTACH THE FLEXIBLE JOIN TO THE MOUNTAINS REFERTILIZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED,FERTILIZER,AND (EROSION CONTROL)
BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT.BE SURE TO ATTACHED A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SEEDING DATES SPECIES RATE(/Nacre) MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.TOPDRESS WITH 152 E.KINDERTON WAY SUITE 200
SIDE OF THE BASIN.THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE. 50 LB/ACRE OF NITROGEN IN MARCH.IF IT IS NECESSARY TO EXTEND TEMPORARY ADVANCE,NC 27006
7. EARTHEN SPILLWAYS-INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE.THE ACHIEVEMENT OF PLANNED ELEVATIONS, RYE(GRAIN) 120 COVER BEYOND JUNE 15,OVERSEED WITH 50 LBIACRE KOREAN LESPEDEZA IN
GRADE,DESIGN WIDTH AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY.THE SPILLWAY SHOULD AS VE2500 FEET:FEB.15-MAY 15 _ _ RIM ELEV.=636.00
BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC.THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES BELOW 2500 FEET:FEB.7-MAY 1 pNNUAL LESPEDEZA(KOREAN) 50 LATE FEBRUARY OR EARLY MARCH. 1_ .( (.. «I~TEMPORARY 12"RISER
AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH.THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS.THE FABRIC MUST BE I''•'..I I .;I
15 GERMAN MILLET 40 SOIL PREPARATION:
LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND.THE WIDTH OF THE FABRIC MUST BE ON PIECE,NOT JOINED OR SPLICED; MAY 15-AUG. 1.7�';_I 1,••- -I
OTHERWISE THE WATER CAN GET UNDER THE FABRIC.IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY,MULTIPLE AUG.15-DEC.15 RYE(GRAIN) 120 SOIL TEST:SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
SECTIONS,SPANNING THE COMPLETE WIDTH,MAYBE USED.THE UPPER SECTION(S)SHOULD OVERLAP THE LOWER SECTIONS(S)SO THAT WATER CANNOT FLOW PIEDMONT (PHOSPHORUS,POTASSIUM,CALCIUM AND MAGNESIUM)LEVELS ARE A RANGE RIM ELEV.=635.00 DATE. REVISIONS:
UNDER THE FABRIC.SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN ATRENCH WITH STAPLES OR PINS. THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILLL INDICATE
8. INLET-DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION.USE TEMPORARY SLOPE DRAINS OR DIVERSION WITH OUTLET PROTECTION TO SEEDING DATES SPECIES RATE(/Nacre) NEEDED AMOUNTS OF FERTILIZER ANDIOR LIME.
DIVERT SEDIMENT LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY. RYE(GRAIN) 120 FAIRCLOTH SKIMMER
9. EROSION CONTROL-CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED.DIVERT SURFACE WATER AWAY FROM THE BARE AREAS. JAN.1-Mpv 1 ANNUAL LESPEDEZA(KOBE) 50 CLEAN AND ROUGH GRADE:REMOVE ALL DEBRIS FROM THE LOCATION TO BE Tx Tx4'PRE-CAST INV.=633.00
COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED.STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE PLANTED.THIS INCLUDES ROCKS,BOTTLES,LARGE ROOTS AND OLD TREE TRUNKS. CATCH BASIN MEETING -'
THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION. MAY 1-AUG.15 GERMAN MILLET 40 IF EXTENSIVE GRADING IS NEEDED,REMOVE THE TOPSOIL AND STOCKPILE IT FOR OR EXCEEDING NCDOT
10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65. AUG.15-DEC.20 RYE(GRAIN) 120 REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED. STD.840.45
11. AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED,REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT.SMOOTH COASTAL PLAIN THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY. SEEDING DATES SPECIES RATE(IN-) ESPECIALLY IF THE GROUND IS WET.THIS COMPACTED LAYER MUST BE BROKEN
MAINTENANCE NOTES: SHEET BIZE:
1. INSPECT SKIMMER SEDIMENT BASINS LEAST WEEKLY AND AFTER EACH SIGNIFICANT INCH GREATER)RAINFALL EVENT AND REPAIR IMMEDIATELY. RYE(GRAIN) 120 UP.A SPRING-TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS;A 18"HOPE 24"x36"
REMOVED SEDIMENT AND RESTORE THEE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. DEC.1-APRIL 15 ANNUAL LESPEDEZA(KOBE) 50 SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES. INV.=631.50
PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED.EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN,NOT JUST PROJECT NUMBER:
AROUND THE SKIMMER OR THE FIRST CELL.MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. APRIL 15-AUG.15 GERMAN MILLET 40 DEEP TILLAGE:ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE 6•CONCRETE 6380052 223
2. REPAIR THE BAFFLES IF THEY ARE DAMAGED.RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. AUG.15-DEC.30 RYE(GRAIN) 120 SPEED AND DEPTH OF ROOTING.A TRACTOR-MOUNTED OR SELF-PROPELLED 631.00 DRAWN BY
3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN,USUALLY JERKING ON THE WILL MAKE THE SKIMMER BOB UP AND DOWN AND TILLER WILL ADEQUATELY TILL THE SOIL.TAKE CARE NOT TO DESTROY THE 6 J.EDWARDS
EXISTING TREES IN THE LAWN.CUTTING T00 MANY TREE ROOTS DURING SOIL
DISLODGE THE DEBRIS AND RESTORE FLOW.IF THIS DOES NOT WORK,PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS.ALSO ` < #57 WASHED STONE APPROVED BY,
CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED;IF SO REMOVE THE DEBRIS. TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE ;ob' J.CHURCH
SOIL AMENDMENTS SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL.IF ADDITIONAL SOIL IS COMPACTED
4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED,THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LB/ACRE GROUND NECESSARY AT A TREE BASE,CONSTRUCT A TREE WELL." T
FLUSHING WITH WATER.BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. AGRICULTURAL LIMESTONE AND 750 LBIACRE 10-10-10 FERTILIZER.INCREASE FERTILIZER I SCALE:
5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY.CHECK THE RATE TO 1000 LBIACRE IN THE FALL. REPLACE THE TOPSOIL:ONCE THE SUBSURFACE IS ESTABLISHED,RETURN THE NOTES: NTS (H)
EMBANKMENT,SPILLWAYS AND OUTLET FOR EROSION DAMAGE,AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT.MAKE ALL NECESSARY REPAIRS MULCH TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA.ALLOW FOR AT LEAST 1. USE MONOLITHIC STRUCTURE WHERE POSSIBLE.IF RISERS ARE REQUIRED,THEY MUST �)
IMMEDIATELY.REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. BE MECHANICALLY ANCHORED TO PRIMARY STRUCTURE.
APPLYING MATERIAL.
LBIACRE GRAIN STRAW T EQUIVALENT COVER,N ANOTHER SUITABLE 6 O 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED.THIS MEANS PLACING
6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN.SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER 2. ENSURE ALL STRUCTURE JOINTS AND PIPE PENETRATIONS ARE WATER TIGHT. USE SHEET:
FROM PLUGGING WITH ICE. MULCHING MATERIAL.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR A MULCH ABOUT 8 TO 10 INCHES TE TOPSOIL OVER THE SUBSURFACE.IMPROVE THE SOIL BY BUTYL SEALANT OR OTHER GASKET METHOD TO SEAL JOINTS BETWEEN STRUCTURE
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A ADDING ORGANIC MATTER.THIS IMPROVES WATER RETENTION IN SANDY SOILS
MULCH ANCHORING TOOL. AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING. SECTIONS.GROUT INTERIOR STRUCTURE WALLS AND PIPE CONNECTIONS. C903
©COPYRIGHT 2024 BY BREC,P.A.,ALL RIGHTS RESERVED.THIS PLAN MAY NOT BE RE-USED,SOLD,LOANED,OR GIVEN TO OTHERS.REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC,P.A.IS PROHIBITED AND IS AVIOLATION OF FEDERAL COPYRIGHT LAWS,PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE.