SW4200702_Plansheet - Other_20210810

SAW CUT & REMOVE
EXISTING ASPHALT
M
00
0
Q
Z
SCALE 1 "=30'
MR
0 30' 60'
GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIME FRAME
TIME EXCEPTIONS
• PERIMETER DIKES,
SWALES, DITCHES,
7 DAYS
NONE
AND SLOPES
• HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
• SLOPES STEEPER
IF SLOPES ARE 10' OR LESS IN
THAN 3:1
7 DAYS
LENGTH AND ARE NOT STEEPER
THAN 2:1 14 DAYS ARE ALLOWED
• SLOPES 3:1 OR
7-DAYS FOR SLOPES GREATER
14 DAYS
FLATTER
THAN 50 FEET IN LENGTH
• ALL OTHER AREA
NONE (EXCEPT FOR PERIMETERS
WITH SLOPE
14 DAYS
AND HQW ZONES)
FLATTER THAN 4:1
"'EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
BASED ON WEATHER OR OTHER SITE -SPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b))
` SALVAGE & RELOCATE
EXISTING STOP LIMIT SIGN
O
\ '��
BRUSH
' - 22 MAGNZ9LI.�-------- \ I D 1 6 AP \ \
5. INSTALL SILT FENCE AND TREE PROTECTION FENCING AS SHOWN ON THE PLAN IN _ _ - - - - - _ - - \ /---------- j---- - - _ \ O \
ACCORDANCE WITH THE LATEST NORTH CAROLINA EROSION AND SEDIMENT CONTROL - ' ' \ ` - -------------------- ---- -- -- I I �\ `.
V E V IP
PLANNING DESIGN MANUAL. _ - - \ _ ; -. y - - - - / I , \ IN I `
�i �, ' ' - __ ----- - I I % 25'1 STONE 1 4"MAPLE \ i ` \,I OHP
�` \
_____ ----- - O
CONSTRUCTION . I \
6. EXCAVATE SKIMMER BASIN & SEDIMENT TRAP TO THE ELEVATIONS SHOWN ON THE - - - - ` 7 �. �__ -- - --- i I \ 1 \
PLAN. INSTALL OUTLET PIPE AND BARREL COVER IN SKIMMER BASIN. CONNECT _ - - ' \ WOODS l / r' ' ENTRANCE (KENO OJT � . `�\
SKIMMER TO BARREL COVER (SEE DETAILS). _ - - _ _ , , - ' - - - ' ` \ / / ^ \ , , _ J - OHP� i \ `\\\� \\\ IN IN \�
7. INSTALL DIVERSION DITCHES AND ENSURE POSITIVE DRAINAGE TO BASIN AT ALL TIMES. - - ' S.ESIPdI�NT f TRAP - PHASE I 1 / / / / i 927.1' `� `�
\ 1 1 / r / � � / -\P \ / / g1 1' � � I \ � \ �►\� \`, �`,
8. BEGIN DEMOLITION OF EXISTING SITE FEATURES AS SHOWN ON PLAN. CONTRACTOR TO - - _ _ - DRAINAGE AREA = 0.56 ac I 1 I ` \ `�
CLEARING LIMITS/ / / 1 � \�\
PRESERVE THE HEALTH OF EXISTING TREES TO REMAIN AND TAKE EVERY PRECAUTION _ _ _ _ - - - DISTURBEDAREA� 0�1 as_ I I TYP / / �Q / ' I / / /' j 1 ` I \ ` \\ \\`. \ �`
TO ENSURE THEY ARE PROTECTED THROUGHOUT CONSTRUCTION. _ - - - - - - _ /9 5� �O-YR PEAK FLOW = 1.53 cfs I 1 ( / �� CLEAR AND GRUB �� O / / / / I I / ; // ` I \\ I \O \ \ \ �`
9. ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPER - _ _ / ` 926'8' / U I ��/ ! I ' I , 1 \ I �` \ \ �`
OPERATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES IF DETERMINED - - _ I / / / / / / / / 36"OAK / 0 �, I / / 1 I \ \\ NN
NECESSARY BY THE EROSION CONTROL INSPECTOR. _ - - - 1 I / / TAKE NECESSARY Q TO REMAIN / I \ `
// PRECAUTIONS TO / \`
10. STABILIZE STOCKPILES, DAMS, DIKES AND DIVERSIONS WITH TEMPORARY GRASS _ - - - - - _ /
PROTECT EXISTING
SEEDING AND PROVIDE SILT FENCE AROUND THE PERIMETER OF STOCKPILES. SEE I I I M TREES TO REMAIN /
GROUND STABILIZATION TABLE FOR STABILIZATION TIME FRAMES. _ _ - - - - - I 1 "C / I i `.
/ I / 1 1 \ 1 0 / I �% G�
11. ENSURE DRAINAGE PATTERN TO SKIMMER BASIN AND SEDIMENT TRAP AT ALL TIMES \
AND ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR _ I �,\6 ` I I / `' l ^ 36"OAK I // i II ` �'���\\\
PROPER OPERATION. -� ` I °� O / cy (TO REMAIN) / / REMOVE Ib�TING UTILITY LINES & L \ `\
�` / _� ' O 1 42"OAK RECONNHCf 1 \ `
EXISTING FEEDS TO'REMAIN �
12. UNTIL STORM SEWERS ARE INSTALLED AND FUNCTIONING, INSTALL TEMPORARY \ / / / °j / / 1 / / \ _ % 1 J / / / (COORDINATE W/PROVIDER &ELECTRICAL 1 I / �a \ \\`N;. \ �\
DIVERSIONS AT THE END OF EACH DAY TO DIRECT RUNOFF TO THE SKIMMER BASIN AND \ l.• �g / / / REMOVE FEA ORES WITHN / / - / I / / / DRAWING \ 1 1 / \ �'•\ `�
SEDIMENT TRAP. - _ - _ \ �� / TREE PROT CTION FENCE ` I a / \ 1 I / \ �\\\ \ \� \ \\
92 .4' I l \
WITHOUT )IS
URBING TREES x ' ~ / / l / / \ I \
^ ` / A / / / I I CLEAN WATER DIVERSION DITCH: \\\ \
13. ONCE PHASE I MEASURES ARE STABLE AND FUNCTIONING, CONTINUE TO PHASE II ^ / 5 / TO REMAIN / / / /
` I \ LINE W/ S75BN M TTING
^ - - 2' CLASS B RIPRAP roj'` r // ` \AND PERMANENT Y SEED \\ ` \
SEQUENCE. � � - \ • ` \
- SPILLWAY ELEV = 9/15.00 / \ 1� \ `� `
EROSION CONTROL NOTES \ \ / / / / , / / I / l a r I L, ° \ ` 1 (FOLLOWING INSTA ATION.IN
DEMOLITION LEGEND
XREMOVE ITEM
REMOVE
----------= -= ------ ----
400 PAIR COPPER
- _ \ 25 PAIR COPPER
INV=914.68' `�' 100 PAIR COPPER
RIM=924.18' n \\ i �600 PAIR COPPER
rri
m OHP` \ \ -\ OHP- - -
00 Z OHP- - - - - I - / ..� .\
p Z A - - - - - OHP- - - - - OHP- - - - - OHP= W- - - - - W- - i So / \ `� `� \�
-- - - OHP- - - OHP- -
- PVC IRRIGATION \9 / /\`\ \\\
932.5' ,CREPE ^r _ +� XMIO�( // //� /I I I 1\ \\ IN
\\
cn IRRIGATION /\� / 1/ 1 I x I
z MYR7LE PUMP P/ I �� \F\ \
- - - - - - - N IN
- - - - - - - - - - - - - - - - - - - - - - - - - - -
---------------------- --- - - - - - - - �30\ \ MYRTLi / / y��� TWO \ 1 ►�
PVC IRRIGATION �� - / l/1'/ \
928.8 1 \� /GI 22"CEpERS\ 1 - __ \ .\``.\ \`
30' UTILITY EASEMENT - PER COUNTY / '�\ / '� \ I 1� I \ ` �` `\
927.7' �F \may F ' \\ // �- *- F FM \
\ - \
RECORD DRAWING #11792 _ _ _ - _ _ _ _ _ \ \ \ BFP 1
--------------- -Fly„ - - \^ / I \ \ I \ i 09\
1 1/2"SANITARY SEWER FORCE MAIN FM - - - - - FM - - - - - FM - - - _ - -
FM- - - - - 929.6' 929.3' - - - - ' - - ' \ / /� _ -�-- \L- 1 \ O \\\\`A\
--FM--- x -W- X --�w� `\F'Ij-- �`C �C / !� / I \\ \ R \ \\ \ \\\�\ \` `.
929.1' 929.5�- - _99229.8' - W- - - - - IQ�- - 2"WATERLINE �► \ \\ / // �,,�` I R L \ 1 T�-p I \ \ N.
-x 929.7 -------------- \\\ / \ TREE I \ \ �\ ��`% O
-
------ -- / / RilAl 1 \ .
----4-----T7 \
-
1 x 929.5' 929.5' n I1\��' 1 \ \\ \G�
\ HORSESHOE PIT x l� ^ /,401
' / \ \ \` �
STATION
CREPE / -}- � -� I �p I �\ \ \ ��, \
SILT FENCE x 1 /
IN
r_____�
928.7' i i ----- i BENCH - - - _ Z MYRTLE / \/ \� I 2� r <'�RE
LIMITS OF DISTURBANCE I I I _ _ _ _ _ _ T - �' /�� PTO REM, CRFP
y O I I � O 1 / � � /' 36"WOOD/ � � - r I b�� Y>;?TL 1 RE>PE \ � \
= n 1 1 = n I 92 7' / ' FENCE SPLITRAlIL I I ' : '\\ 1 I YRLE
DIVERSION DITCH I R1I I m I SPORTS FIELD / �"o I\' I -' ���
i O r i i O i '' �\
TOW OF LEWI VILLE l , , \�
POROUS BAFFLE I O r� O r� / / CREPE \ SA CUT & R�Ov /
n
/ T,�X PINS 585-14-9288 5885-14-1 7 EXIS ING,SLIDING GATTO REMAIN / / I I EXISTING /ASPHALT / IRRIGATIO \ \
Q i i i t (RECONNECT P WER FEED, / MYRT/LE I - I / I
LINE TO
TP TREE PROTECTION FENCE i C I I I 928.4' ASfOMBINED�IN DB. 3521,PG. 1700 703 /COORDINATE \� PROVIDER) / I / \ I X/� 1 11 REMAIN \
r %U i l
I! I I I 1 x TACT 1 12 OF PB. 49. PG. 50 / // CAM/ �l I IN
1 f i i i 1 EXI�TIN TELECOM LINE , P0)1E I .• • I
PHASE I EROSION CONTROL SEQUENCE i � ; I Z�NING.• RS-�40 �� TO REMAIN PVC IRRIGATION
928.3' / EXISTING LIGHT TO
p I x 31.186 AC / / ,'REMAIN
1. OBTAIN ALL NECESSARY PERMITS FROM THE PROPER AUTHORITIES. 1 � T �� �L W L W I W-1 W � -� ` W / I ' ' SAL & RELOCATE
`3-= J `-----J� / 20' IN0 SS/EGRE9S EA MINT �1919. ;
PVC IRRIGATION EXISTING SPEIED L GN
N, \ \ \ r-------i /
2. A LAND DISTURBANCE PRE -CONSTRUCTION CONFERENCE IS MANDATORY BEFORE ANY - _ _ _ I - _ _ - - - - - - \ I , ♦ 4Cv �G 50
WORK IS DONE AT THE SITE. ARRANGE A PRE -CONSTRUCTION MEETING WITH THE \ _ - - - - _ _- - - - - - - _ _ y__ - _ r-------i - - - - - N
OWNER, OWNER'S ENGINEER, AND A REPRESENTATIVE FROM NCDEQ PRIOR TO LAND ; 925- _ _ - _ _ - - - _ _ _ BL>`AEH�Rg - - - - - - - _ _ _ _ I ^ _ i_ ° ' BLEACHERS /' ♦ l Y LE 1 /�6'
DISTURBING ACTIVITY. 48 HOURS NOTICE IS REQUIRED. - _ _ _ - - - _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ - �- _-_'- - / ♦ / / , -
DIVERSION i ��
3. MAINTAIN CONSTRUCTION ENTRANCE AT THE LOCATION SHOWN. ANY SEDIMENT ^ -_- - - - - _ _ _ _ _ _ -_ - - -_ -_ - - - - _ _ -_ -_ -_ -_ -_ - - _ - - - - - -DILCH (TYPj - - ------ , \
ACCUMULATION ON ADJACENT PUBLIC ROADS AS A RESULT OF THE PROJECT AND - - - - - - - - - - - - - - _ _ _ _ - - - -_ -_- -_- - - - - - _-_-_- _ _ -_ - - _ - - _ _ _ 8'NIAPL \ I I - li'Mf1RLE ' Q
TRAFFIC FROM THE PROJECT SHALL BE IMMEDIATELY CLEANED OFF BY THE _ - - - - - - - - - _ _ _ - - - - - - _ _ _ - _ -_ _ - _ - _ i - J ' 61, LE (REMOVE) G
CONTRACTOR.--_ - _ '-- �� (RE OVE)�
_ rr
4. CLEAR AND GRUB STUMPS ONLY IN AREAS REQUIRED TO INSTALL THE EROSION-
� � � � \ \ \ TO REMAIN (COORDINATE W/ ' / / %
CONTROL DEVICES. _920� \ I PROVIDER)/
^ ^ " \
\ / r / / /
\ 1
I / /
1.
DO NOT WORK OR DISTURB LAND OUTSIDE LIMITS OF CONSTRUCTION.
^ \ \ \
\ PORdUS BAMFLES
\
\ - /
/ H/
/
2.
ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL COMPLY WITH NCDEQ
_910
^
^ -
- /' / /' // / /
- I / /
/ IN
0 48"OAK ,l
REMA)A)
STANDARDS.
^ ^ ^ _
/ / / / /
\
3.
INSPECT EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH
` _ I
I I / / / / Oj / / / / 1
/
/ / dl
SIGNIFICANT RAINFALL. MAINTAIN MEASURES AS NECESSARY.
TREE PRO�ECT19N /
CLEAR AND GRUB
4.
GROUND COVER SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS BUT NO MORE THAN
/
/ // //
I l / I / FEf�CE / / 0)
/ /
925 7' 1
21 CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF GRADING. PERMANENT
/ / ' /'
/
/ / / / / / // /
x
GROUND COVER SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR NO MORE THAN
/ / /
/ / i' i J / / / '
/
I / l
21 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION.
/ / / '
/ '
j
/ / / i ' /
/ '\
6.
KEEP MUD OFF STREETS DURING CONSTRUCTION.
� / /
O , / /
/
/ / � /' / CLEAF�ING LIIV4ITS /
/ / / ' i ' ' 0000
/ /
/
1 ' //
/ / /' /' /' /' It / 00 %
CLEAR AND GRUB
7.
CONTRACTOR IS TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED
SOIL SURFACES THAT MAY CAUSE OFF -SITE DAMAGE, HEALTH HAZARDS, AND/OR
TRAFFIC SAFETY PROBLEMS.
IRRIGATION WATER
DOMESTIC WATER
REMOVE & REINSTALL
EXISTING SIGNAGE FOR
SIDEWALK INSTALLATION
- FENCE AND
SIGNAGE TO REMAIN
SAW CUT, REMOVE, &
REPLACE ASPHALT FOR
UTILITY INSTALLATION
DEMOLITION NOTES
1. REMOVE/DEMOLISH/ABANDON AFTER EROSION CONTROL
MEASURES ARE IN PLACE AND APPROVAL OF THE CITY
INSPECTOR. REFER TO EROSION CONTROL PLAN.
2. REMOVE SIDEWALK AND CURB AND GUTTER SECTIONS BY SAW
CUTTING THE NEAREST CONTROL JOINT AWAY FROM THE
AREA DESIGNATED TO BE REMOVED ON THE DEMOLITION PLAN.
3. SAW CUT EXISTING PAVEMENT AT ALL EDGES WHEN ABUTTING
NEW PAVEMENT SECTIONS.
4. SUBSURFACE FEATURES ARE SHOWN IN APPROXIMATE
LOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE
UTILITY EXPLORATION TO DETERMINE UTILITY LOCATIONS AND
DEPTHS.
5. CONTRACTOR SHALL VERIFY LOCATIONS AND SIZES OF ALL
EXISTING FEATURES PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
6. CONTRACTOR SHALL LOCATE EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
7. CONTRACTOR SHALL REPAIR/REPLACE ANY EXISTING
SIDEWALK, CURB AND GUTTER, AND/OR ASPHALT TO REMAIN
THAT HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITY.
8. TERMINATE UNUSED EXISTING UTILITY SERVICES AT THE MAIN
PER CITY OF WINSTON-SALEM STANDARDS.
,\ PUBLIC ACCESS TO JACK WARREN
` PARK IS TO BE MAINTAINED AT ALL
` TIMES DURING CONSTRUCTION. ANY
REQUIRED CLOSURES ARE TO BE
IN \ \\� APPROVED BY THE ARCHITECT/OWNER
IN
600 PAIR COPPER 400 PAIR
\ COPPER 25 PAIR COPPER
\� \`\ \ 100 PAIR COPPER
!�\lN X \ \ i REMOVE APPROXIMATELY 271 LF
EXISTING IRRIGATION LINE (FIELD
1.\ \ VERIFY SIZE & LOCATION)
r.
\\� 92�
r�`���1NNEWO . � NO 0
• \ \�
\
` .
\ �\ \\ �\ IN
/ I \ , WITH/ LIMITS OF/ / / I , /• - O IN
;
// I I i ` \ ` \ \ \ \ \ \ \ T\\ �.� I I I I TACT 1 8 2 OF PB. 49. PG. 50 / s�` ��
/ /// , I \ \\\ \\\ \\ \\ \ TEMPORARY ' // / // /// /' \\ � I 1 1 / i ZONING: RS-4011 �l \ \`\ 1 \\\
10 L DIVERSION SKIMMER BA,S(N - PHASFLI // ' ► / I // 31.186ACl i EIR \ \ \ \
/\
/ / I / \ \\9
DRAINAGE AREA= 4.5� ac / � I I / , / / � \;Z�Q IN
o
\ �\ `^ _ _ DISTURWD AREA 3/.66 ac I 1 I I ,
\\
\\\\ BASIN 10YP, PEAK FLOW 2.37 cfs , G\
/ '1 -\
_y : \ \ NDRAINAGE p
\ AREA CN
/°
\
0-) I , 1 / 925.1' l \
O�o/ I I / / / I / I \\ \ `\^\__ / r' / g1��5 1i I I I I , J �. co \\ \ \ �^,_ �\ \ �� / °� ' x`l\ /
/l \`
0/ ^\� \ \_g_�5`� ` \\ ^^ ^\`\♦ ` ^^ \\\� ^ \g2o\ \�-- - - - -- -
IN \ IN \
ol
O LIMITS OF^ POROUS
DISTt7R.QANCE / \ \ 1 h ^ /
\/ BAFFLES / I 1 \ \ 1 I 1 I , 1 0,�
\ I I I I 1 I I I \ \ WOODS
_ 910- \ NCDOT STD 840.14 DROP
INLET W/ D 804.16 FRAME & GRATE '
G RAT€: 916.00
6N18" ORIEI(!�E INV: 915.00 /
I \ \ \ I \ \ \ IN _ _ \ _ ^ \ ^ ^ ` - - _ - - - -6�c1S 6RIFICE INV: 915.00
\ I I I I I I\ \ \ \ \\ \I `\ `\ \g� ^ ^ _ - - - _ _ _ - _ - _ _ _ \ - ^ ^ ^ ` ^ INV OUT: 910.00
\ \ J^� `^____ -_\ `^-_-- \ \g ^`^ ^^ `^ ^^\ \ ♦ 91 CREATE BERM i
IN IN` ` ♦ - TODIVER.TWATEIR-T.Q -
- \ ��
\ \ _ _ \ _ - - _ \ \ \ \ 976 SKIMMER BASIN r
I \ \ I I IN ------------ - - - - -- \ - `♦ _ _ 914
`\ \ `\ �^-^---------------- - - -
� 9--- \ - _ ^ \ \` ` -
IN
I \ \ \ ` - - � 97_
EANSURE GERMINATI N WITHIN
THE ALLOWABLE NCDEQ TIMEFRAME. \ ` IN \\
IN IN N
IN
/ REMOVE FEATURES (THIN \ \\ I \\
TREE PROTECTION F NCE N \ / I \ IN
\ `N\
WITHOUT DISTURBING TREES \ \ I / \� \
/ TO REMAIN.
i \ \ °j I / I / \ \ \\ `�\
DISTURBANCE
I /LIMITS OF/ \ \ \ \\\ 6�0�\\\ \``�;\IN \�
` ` \ �� \ �IN
�\`N \\ \ \\
O . IN IN IN IN
.�
IN IN
IN
8. INSTALL ADDITIONAL EROSION CONTROL MEASURES (I.E. SILT FENCE, DIVERSIONS) AS / / / / 0) / / I I I 1 ( \ \ \ \ ' / / / / 1 \ \ ��� �`� \ \
NECESSARY TO AVOID TRANSFER OF SEDIMENT FROM THE SITE. / / / / / I I 1 \ \ \ \ \ \ \ / , / / / 1 \ \ 11 I \ �\ ` ` \\
/ / / / / I I \ \ \ I \
9. PERMANENT GROUND COVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 / / �X� `.
WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS (WHICHEVER IS SHORTER). / / \ \ \, REMOVE ALL REIIIIAINING UTILITY SERVICES, I I / \ `
/ 1 \ / / / / / / / I I I TOWN OF LEWISVILLE, / \ \`.� \ IN.
DEBRIS, & APPURTENANCES ASSOCIATED WITH 9Z5 , / , / O , / / I I 1 I \ \`• \ `� `
PREVIOUSLY DEMOLISHED STRUCTURE / �' / / I I I TAX PINS 5885-14-9288 & 5885-14-1447 \ �\ ��� \ \`N
0) \ \ \ / I \
REMOVK ALL EXISTING STUMPS' O / / 1 I /
\ \ as � ' � � 1 �F1S COMBINED IN DB 3529 PG/ 1700 1703 /
DISTURBED AREA: 4.76 ACRES
El P �� `� _
�� �� ` �\ \
� 973
- -
\ IN\ � \ `
\ CLEARING LIMITS
- _
\ �
EIP
0�
^
1
wooDsIN
SAMUEL G. L UNSFORD &WIFE
\190
LINDALUNSFORD
RUSSELL J. SHEW & WIFE
s ����--�
'\��� `II El
- -
TAX PIN 5885-13-9917
DELORES G. SHEW
C)
30"OAK 30"OAK INLET PRO RAIN WT -
ZONING: RS-20
TAX P/N 5885-23-1906
� �
R�
DRAIN PIPE SHALL DISCHARG
PARALLEL TO BOTTOM OF
ZONING. RS-20
SL
DENNIS VASPORY & WIFE BASIN SIDE OPE
PATRICIA S. VASPORY
TAX PIN 5885-23-3964
Q o
ZONING: RS-20
co
i� 0)
9.5'
\ I x
\ x N• �
rnx J�
/ \ 1
\ IN
NN IN IN /
`\ �Q
\ Ill(/ /
400 i
IN x �925.20' / w
IN \ n x
do100
IN,
' \ SILT VNCE
\ (TYP) \ \ \ \ \ \
\ 3" SKIMMER / ` \ �` 1 924.79'
'\1 1.501' ORIFIC \ \ \ \ IN. IN \ / /
9 32 LF 24" RCP\ \
\ @ 1.dQ"i" \ \ \ \ \ \ \ \ I l 60,
1908 SF CLIASS B RIPRAP \ \ \ \ ` ^ \ I
IVELOCITY\DISSIPA�OR \ \ \ \ �, \ \ \ 1
I \ \ \\ \ \ \92 `\
T 1 \ \ ` \ \ ^ 0� \ ` 1 I f x
C-HEDGE \ I // �I// 924.31' / �V
/ \ U
PRECAST FES \pp
I MAILBOY r ,/ 1 / 't)
INV OUT: 909.68 \ / 1 a
GR VEL/
ANA DUNN R E►/V�`Y x ,
D 924.19 /
TAX PIN 5885-23-6944
ZONING: RS-20
adwarchitects
environmentsforfife
architecture planning interiors
six coliseum centre
2815 coliseum centre drive
suite 500
charlotte, north carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
LEWISVILLE
COMMUNITY
CENTER
LEWISVILLE, NC
100% CONSTRUCTION
DOCUMENTS
DEMOLITION &
PHASE I EROSION
CONTROL PLAN
DATE 06.26.2020
PROJECT NO 19033
REVISIONS
NO DATE DESCRIPTION:
1
06/26/20
PLAN REVIEW COMMENTS
2
07/13/20
ADDENDUM 1
3
07/16/20
ADDENDUM 2
4
07/21/20
ADDENDUM 3
6
09/08/20
BIOCELL ADDED
7
10/05/20
EROSION CONTROL UPDATES
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
• 4
SEAL
38573
SEAL �IHiii�����
SHEET NUMBER

EROSION CONTROL LEGEND
---_ -----------= = ---- 400PAIR COPPER
25PAIR COPPER
INV=914.68' L\ \ 100 PAIR COPPER
mR1M=924.18' \ \\ i ��600 PAIR COPPER
Zrn
- - OHP- - - - - OHP- - - - - OHP- - - - -OHP- - - - - OHPW- - - OHP-
-OHP W- - -�I /� yA \\ / \ \�
RTC- PVC IRRIGATION
/ \ ` \ '\\
n -CREPE \� / IRRIGATION / %\� 1 / I I I ch �\ \ . \\
o \
MYR7YE / / PUMP / / P/ I/ I 1 �� �\ �\ `\ 1\ \���
`\� ♦ / / \ / 00
-C-------------------------------------- 9 O\ \ CREPE / ��� / / '� I I I \ \\♦�`:
------------------- - /--- S STATION
_ MYRTLE TWO \ ►� I �\ l �-� �\
PVC IRRIGATION 1 I _
30' UTILITY EASEMENT -PER COUNTY FM\- I �\\\ \♦;\� ����
RECORD DRAWING #11792 �F F \\ _ // // ' l - BFP
1 \
---------------- ---
---EWER FORCE MAIN---FM-----FM-----Fly„� \I \ ♦, N11,
�
1 1/2"SANITARYS FM- - - - -FM- - _ _
-W----W---- �� /� `
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� � i i Z � i � SPORTS FIELD � / yo �\/ / /i � � '/ 1 1 RE1PE / \
I m, , m, I FENCE l r %� �\ I 1 YRLE
PHASE II EROSION CONTROL SEQUENCE I o I i o I / / TOWN OF LEWI VILLE / / / // _ `� - I \ RI IRA XesSl � 9
1. MAINTAIN ALL EROSION CONTROL MEASURES INSTALLED IN THE PHASE I EROSION r-
CONTROL PLAN. I Q i i C) i I/ T, X PINS 58d 5-14-9288 5885-14-1 7 / / ,l M RrLE \_ i THICKNES-5' /� I
ASfOMBINED�IN DB. 352 , PG. 1700 703 / � /D50_3 2. ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPER I i i i I/ CAMERA I /
OPERATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES IF DETERMINED ( ~ i i y i 1 TACT 1 & 2 OF PB. 9. PG. 50 / / I \I �.• / / 01 � o
NECESSARY BY THE EROSION CONTROL INSPECTOR. 1 i i i I ♦ / / Pokz -- I ���� N
1 I I I I Z�NING: RS-�40 ♦/ , I •'' I I PVC l /6
3. STABILIZE STOCKPILES, DAMS, DIKES AND DIVERSIONS WITH TEMPORARY GRASS SEEDING 1 1 31.186 AC
AND PROVIDE SILT FENCE AROUND THE PERIMETER OF STOCKPILES. SEE GROUND I , W' i I I,/W-L / r
STABILIZATION TABLE FOR STABILIZATION TIME FRAMES.
r-------, PVC IRRIGATION � do/ / / I I I
- - ---J� / 20' ING}l� SS/EGRE,5S EASEMENT I I \
\ / I G 50 / r
4. ENSURE DRAINAGE PATTERN TO SKIMMER BASIN AND SEDIMENT TRAP AT ALL TIMES AND - _ - _ ; � - _ - - - - - - - i
ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPER \ _ - - - - _ _ - - - - - - - _ �- r-------, - - - - -
\ ------------- - - - - -- -� / BJEACHERS // ♦ PE/RMA TSW LE YRrtLE �, OPERATION. 925- - - - - - - - - - _ BL�AEHER3- - - - - - - - - - _-_- ; \ _ ,_ • /
- - - - - - - - - - - - - - - - - - - - - - - - - - - �- - _ - PERMANENT SWALE ------ / / I m
5. UNTIL STORM SEWERS ARE INSTALLED AND FUNCTIONING, INSTALL TEMPORARY - - - - - - - - -- - - - - - - - - 925 = - _ - _ - _ -- _ _ - _=-QLEAS�IER _ _ _ _ _ - - - - - - _ ;J / / ^ 1 I /
DIVERSIONS AT THE END OF EACH DAY TO DIRECT RUNOFF TO THE SKIMMER BASIN & - - - - - - - - - - - - - - - - - - - - _ - - - - /
SEDIMENT TRAP. _--- _---------------
--- - - - - -- _-_- - - 'I _ 925
6. BEGIN GRADING OPERATIONS. AS FILL OPERATIONS PROGRESS, REPLACE DIVERSION DIKES - - _ _ _ _ _ _ _ - ' - - - - - - g
WITH FILL DIVERSIONS. ESTABLISH DIVERSIONS AT END OF EACH WORKING DAY. STABILIZE
CUT AND FILL SLOPES AS NECESSARY WITH GRASS SEEDING AND MULCH. _ - ' _ \ \ DIVERSION
_ - DITCH (TYP)(
7. INSTALLED MEASURES SHALL BE MAINTAINED OR REPLACED AS AREAS ARE STABILIZED AND \ - - -920 1
- _ _ - - BRUSH \ \ 22 MAGNbLIA 1
IRRIGATION WATER
DOMESTIC WATER
DEMOLITION NOTES
1. REMOVE/DEMOLISH/ABANDON AFTER EROSION CONTROL
MEASURES ARE IN PLACE AND APPROVAL OF THE CITY
INSPECTOR. REFER TO EROSION CONTROL PLAN.
2. REMOVE SIDEWALK AND CURB AND GUTTER SECTIONS BY SAV
CUTTING THE NEAREST CONTROL JOINT AWAY FROM THE
AREA DESIGNATED TO BE REMOVED ON THE DEMOLITION PLAP
3. SAW CUT EXISTING PAVEMENT AT ALL EDGES WHEN ABUTTINC
NEW PAVEMENT SECTIONS.
4. SUBSURFACE FEATURES ARE SHOWN IN APPROXIMATE
LOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE
UTILITY EXPLORATION TO DETERMINE UTILITY LOCATIONS ANC
DEPTHS.
5. CONTRACTOR SHALL VERIFY LOCATIONS AND SIZES OF ALL
EXISTING FEATURES PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
6. CONTRACTOR SHALL LOCATE EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
7. CONTRACTOR SHALL REPAIR/REPLACE ANY EXISTING
SIDEWALK, CURB AND GUTTER, AND/OR ASPHALT TO REMAIN
THAT HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITY.
8. TERMINATE UNUSED EXISTING UTILITY SERVICES AT THE MAIN
PER CITY OF WINSTON-SALEM STANDARDS.
CULVERT INLET
PROTECTION (TYP)
600 PAIR COPPER 400 PAIR
COPPER 25 PAIR COPPER
\ ♦ 100 PAIR COPPER
FOLLOWING DEMOLITION OF
EXISTING ASPHALT DRIVE,
\ .a CONTRACTOR TO MAINTAIN
` ♦ \ MIN 20' GRAVEL ACCESS
\\\♦♦ TO PARK UNTIL PERMANENT
\ \ ASPHALT DRIVE IS INSTALLED
r] :10111► 111 &i fe1=114 mill 9101
M
00
0
Q
z
SCALE 1 "=30'
MR
0 30' 60'
SITE AREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIME FRAME
TIME EXCEPTIONS
• PERIMETER DIKES,
SWALES, DITCHES,
7 DAYS
NONE
AND SLOPES
• HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
• SLOPES STEEPER
IF SLOPES ARE 10' OR LESS IN
THAN 3:1
7 DAYS
LENGTH AND ARE NOT STEEPER
THAN 2:1 14 DAYS ARE ALLOWED
• SLOPES 3:1 OR
14 DAYS
7-DAYS FOR SLOPES GREATER
FLATTER
THAN 50 FEET IN LENGTH
• ALL OTHER AREA
NONE (EXCEPT FOR PERIMETERS
WITH SLOPE
14 DAYS
AND HQW ZONES)
FLATTER THAN 4:1
"'EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
BASED ON WEATHER OR OTHER SITE -SPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b))
WHEN STORM SEWER CONVEYANCES ARE INSTALLED AND FUNCTIONING WITH INLET _ _ - - - - - _ - - \ \ -1---- - -- ___\ I / ` \ `� `� \1
PROTECTION. REMOVE ACCUMULATED SEDIMENT FROM EROSION CONTROL DEVICES. _ - _ - - - ' \ .. - / / I 9��, 1 \ El P `� `� �`� N,
_ \ yJJJ % / /y ♦ =925 / \
8. COMPLETE SITE WORK CONSTRUCTION INCLUDING STORM SEWER, UTILITIES, INLET - _ - ' _ _ \ `�/ �, / d / ' 25 SP F / / I I 1 ^ OHP
TO
PROTECTION, AND TEMPORARY AND PERMANENT SEEDING FOR STABILIZATION. PLACE - - - - \ �`�� 1/ ♦ -__-------� \ I I I 25'x50' STONE �� 00
PAVEMENT AND STABILIZE PROBLEM AREAS ON THE SITE. PLACE TOPSOIL ON LANDSCAPE - - - \ \ WOODS l s / 2 \N / / / C� CONSTRUCTION \ �
AREAS. SEED AND MULCH ALL DENUDED AREAS. STABILIZE UTILITY TRENCHES WITH GRASS _ - - _ _ _ - - - _ - - ' \ 1 1 '�� / 3 1 / l ENTRANCE \ \\�
SEEDING AS NECESSARY.
9. CONVERT SKIMMER BASIN TO BIORETENTION AREA ONLY AFTER CONTRIBUTING AREAS - - - _ _ _ - _ _ - - _ 7 1 I 1\ // / / G
HAVE BEEN STABILIZED. INSTALL SILT FENCE AROUND BIORETENTION AREAS. ONCE SEDIMENT TRAP -PHASE II I I I / , / / / / `
BIORETENTION MEDIA IS INSTALLED, COVER MEDIA WITH IMPERMEABLE PLASTIC UNTIL _ _ _ _ - - - DRAINAGE AREA -0.47-ac I I / / / / TA O / R I Rol DISSIPATER
PLACEMENT OF SOD OCCURS. - - - _ - - - _ / / /
-MSTURBED A EA = 0.42 ac I I ' ' ' / / / ' / / I ' / I N 923 �� I THIGKN 1.5' w x 9"
� / / � , I THIQKNESS \
10-YR PEAK FLOW = 1.28 cfs I / / / / / CLA S A RIPRAP
10. DO NOT REMOVE EROSION CONTROL MEASURES UNTIL ALL CONTRIBUTING AREAS HAVE _ _ - - - / / / I I I I / /
BEEN PERMANENTLY STABILIZED. - _ - - _ _ I /' / / / / ' / / / 0 -V 36"OAKLo
11. NOTIFY THE EROSION CONTROL INSPECTOR BEFORE EROSION CONTROL MEASURES ARE
REMOVED.
12. AFTER THE EROSION CONTROL INSPECTOR APPROVES THE REMOVAL OF THE EROSION
I I I 1CONTROL MEASURES, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES IN - - - - - - � � y � 30CEDAR
ACCORDANCE WITH NCDEQ STANDARDS. d
_ _ ' \ I I � � ♦ � I 36 "OAK I � / � 92'L / 0 \ \ � � � �'� \•\\\ \`:�� ` \ \� .
EROSION CONTROL NOTES - - - - _ - - ' - / / / / I TP 42"OAK
1. DO NOT WORK OR DISTURB LAND OUTSIDE LIMITS OF CONSTRUCTION. / / / / �( N / I / / \ I / \ ` `� �• `•
EE
2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL COMPLY WITH NCDEQ THR
\ / / / gL�1 \ T HR
STANDARDS. L3 / \ / 5 ��L / / / / I CLEAN WATER gVERSION DITCH:\
_ - \ 2' CLASS B RII)RAP / ♦ 2 /� / / / / / / / \ ' I \ LINE W/ S75BN M TTING
3. INSPECT EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH - SPILLWAY ELEV = 9/15.00 / ♦ �' 2 / / ♦ I / / I / O \AND PERMANENT Y SEED
SIGNIFICANT RAINFALL. MAINTAIN MEASURES AS NECESSARY. \ / / / JA g� / / \ rn \ l I / / / a / \ 1 (FOLLOWING INSTALLATION. o \ w `.
ENSURE GERMINATI N WITHIN \\ , \\ -7 \\
4. GROUND COVER SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS BUT NO MORE THAN \ \ POROUS BAPIFLES �°� 1 \ / / / / g2� \ \ ' TYE ALLOWABLE NCDEQ TIMEFRAME.
21 CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF GRADING. PERMANENT 9J \ / / / / '� g I 1 / / / / / 0 \ \ `• \
GROUND COVER SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR NO MORE THAN _ _ �� - - - / DAYLIGHT 8'� / ' g2 I ` o, 48"OAK / /
PV TO 5'x / 1 \
21 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION. � � \ � � _ _ - � � I / R19 AP P D / / /' l I I♦ / I / l l
NV: 91 .00 / INLE/f PR CTIO
6. KEEP MUD OFF STREETS DURING CONSTRUCTION. _ 1 I I / / / • \ \\ `
/ \ \\ . G� � 1 / , / � / / � / / � (TYP) / 92 \ I \ \
ECTION / / / / \ \ / \ \\
TREE PRO
7. CONTRACTOR IS TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED \ / , / / / / / , FEf)CE / / / N / / / / / \ / I / \ \\
SOIL SURFACES THAT MAY CAUSE OFF -SITE DAMAGE, HEALTH HAZARDS, AND/OR /
TRAFFIC SAFETY PROBLEMS. ' / / I / / l o l l / / l , \ LIMITS OF I \
/ / / / / ' / ' \
DISTURBANCE
'PROPOSED
8. INSTALL ADDITIONAL EROSION CONTROL MEASURES (I.E. SILT FENCE, DIVERSIONS) AS / / / / / ♦ / / , \ °j I / \ • `� \ \
TEMPORARY, GOMMUNITY�EfN ER / \ \ \ `
NECESSARY TO AVOID TRANSFER OF SEDIMENT FROM THE SITE. / / / / / / \ \ 920 � I \ �\
/DIVEI�SIOPJ/ ` s /WL1♦ / / / / I / \ \ \\\00"0\`
25.50
9. PERMANENT GROUND COVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 ���
WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS (WHICHEVER IS SHORTER). I / / / / / , , / / / / / °' �, / 9
DISTURBED AREA. 4.76 ACRES
\4 / 92A
/ / \
INLET PROTECTION
.(TYP) , / / / / I I TOW( OF LEWISVILLE/ \ \`.\ \
TAX PINS 58/ 8/5-14-9288 & 5/ 88�-14-1447 STALL DIVE60NALONG23 IN
92I TOP OF FILL UNTIL AS COMBINED N DB. 3529 PC,. 1700-1703 /I / \
\
- - ELINE IS INSTALLED; ' �
923 NO SEDIMENT SHALL SPILL TACT 1 2 OF PB. 49. PG. 50
§KIMMER BASIV= RHAaE It INTO THE CLEAN WATER
F DIVERSION DITCH. ZONING.RS-40//
DRAINAGE AREA=454 ac s
DISTURBED AREA ac 31.186 AC EIR
/ 09 10-YR PEAK FLOW=1.2.37cfs
\
\`'\\\
\
/ / l
IF
. / ROCK60NUT I c\ I I I / / /0 \
INLET OROTECTION O
----;/� ;� I I I / / / / / / / / / / I \\ \\ \\ \ \�\ �� ♦ QRO
'\ / rn/ ES
US
♦ 2�
, 1 SILT, FENCE (TYP�j )3 /
---Tl'is 40�
\915, \ \ LIMIT-89 \ 92 O / / // / / / \ I I I I I I / _CV �T\
9 1
DISTURBANCE
O 19
92/ '925
I
\ � - � � � �
\ I I 1 / I I 1 \ \ \ \ _ - \ �Ib4P0RARY
DIVER8+0.N ♦ _ _ _ - _ / / , , I I \ \ \ \ 1 1 \ \ \ \ / J�
\ \ \ I I I I WOODS _ \ `
\ � _ NCDOT STD 840.4-4 CROP N / / °� / / i I �I \I \ I 11 1 \ \ \ / ✓ /
\ \ \ I I I 1 I I \ \ \ \ -910- _ ` \ \ \ \ \ - tNL-E /zSTA 804.16-FRAME & GRATE
GRATE:916.00
- _ - \ �%- _ _ 18" ORIFICE INV: 915.00
6x_ RIFICEINV:915.D0- // , / \ I 1 \ \ \ \
400)
/ _ - 1
do
oe
-___-----
----- - - - - -- - \ . ` _ \ \ \ \ \ \ \ . \ / O
�0` `------------------ - - - - -- \_,\ \\ \\��917 _��-woo
/ N
0 wo / \ SILT \ENCE /
\ \ �9 TYP
EI P \ \ \ \ - \ \ \ \ \ \ \ \ 97N DIVERT WATER TO�Ivl 913 - _ / 3" tKIMMER ill// \ \ \ \ \ \ \ I
\ \ \ - \ \ \ \ \ \ \ SKIMMER B-AkN p�11 \ 1.5C' ORIFICE`
\ \ \
32 LF 24" RCP\ \ \ \ \ \
\ \ \ �� 1 /60,
/
--9 \ \ _ _ ` EIP• 11 \ \ `\ 1 \ \ \ \ \ \ \ \ I/
�U� WOODS I 1908 SF CMSS B RI RAP \ \ \ \ \ \ 1
SAMUEL G. LUNSFORD & WIFE - - - - _ _ _` _ \ _ \ 1 / IVELOCITY\DISSIPA�OR
\9\ - ` 1 I \ W
L I NDA L UNSFORD os ` E I 9-Doll
RUSSELL J. SHEW & WIFE - SLOPE DRAIN VVl - - - _ _ 1 I \ \ q
TAX PIN 5885-13-9917 Q 30 OAK 30 OAK INLET PROTECTION: / / O / - �- \ \ _ \ \ \ \ I / / � I<
DEL ORES G. SHEW � �
ZONING: RS-20 O \ DRAIN PIPE SHALL DISCHARGE
TAX PIN 5885-23-1906 �4 Ix PARALLEL TO BOTTOM OF / / / \ \HEDGE
ZONING: RS-20 >a BASIN SIDE SLOPE / 5DENNIS VASPORY& WIFE MAILBOX
x
w PATRICIA S. VASPORY
w a TAX PIN 5885-23-3964 ANA DUNN GR V L y J CO
pR E
/
A ZONING. RS-20 TAX PlN 5885-23-6944
ZONING: RS-20
adwarchitects
environmentsfoldife
architecture planning interiors
six coliseum centre
2815 coliseum centre drive
suite 500
charlotte, north carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
LEWISVILLE
COMMUNITY
CENTER
LEWISVILLE, NC
100% CONSTRUCTION
DOCUMENTS
PHASE II EROSION
CONTROL PLAN
DATE 06.26.2020
PROJECT NO 19033
REVISIONS
NO DATE DESCRIPTION:
1
06/26/20
PLAN REVIEW COMMENTS
2
07/13/20
ADDENDUM 1
3
07/16/20
ADDENDUM 2
4
07/21/20
ADDENDUM 3
6
09/08/20
BIOCELL ADDED
7
10/05/20
EROSION CONTROL UPDATES
8
10/27/20
SITE SEWER UPDATES
9
11/16/20
PARKING LAYOUT SHIFT
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
CAROB''
SEAL
38573 =
�A.„P````,
SEAL
SHEET NUMBER

935
935
M.
930
930
LL
925
925
VC STORM
920
920
915
915
910
910
4
0+00 0+50
1+00
1+50
2+00
2+50
3+00
3+50 4+00
4+50
5+00
5+50 6+00 0
0 40
PROFILE SCALE
930
930
930
930
WAM
925WWRRlbMM
925
925
925
920
920
920
920
915
915
915
915
910mm
M
910
4
910
910
4-
0
0
0+00 0+50
1+00
1+50
2+00
2+50
0
40
0+00 0+50
0 40
PROFILE SCALE
PROFILE SCALE
930
930
930 mmmmm
930
925
925
925CN
925
13
a ON
920
920
920
920
915
915
915
915
4
4
NINON
1
0
0+00 0+50
1+00
0
0+00
0+50
1+00
0
40
0
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PROFILE SCALE
PROFILE SCALE
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adwarchitects
environmentsfor#ife
architecture planning interiors
six coliseum centre
2815 coliseum centre drive
suite 500
charlotte, north caroling 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
LEWISVILLE
COMMUNITY
CENTER
LEWISVILLE, NC
100% CONSTRUCTION
DOCUMENTS
SANITARY AND
STORM SEWER
PROFILES
DATE 06.26.2020
PROJECT NO 19033
REVISIONS
NO DATE DESCRIPTION:
1 06/26/20 PLAN REVIEW COMMENTS
2 07/13/20 ADDENDUM 1
3 07/16/20 ADDENDUM 2
4 07/21/20 ADDENDUM 3
6 09/08/20 BIOCELL ADDED
7 10/05/20 EROSION CONTROL UPDATES
8 10/27/20 SITE SEWER UPDATES
9 11/16/20 PARKING LAYOUT SHIFT
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
SEAL
_ 38573 _
SEAL
SHEET NUMBERC 500