20051465 Ver 1_Maps_20050101

SEDIMENT 7RAP DRtAGE AREA
W.W. LI TAKER HEIRS
REF. 170 - 241 \ TEMPORARY DIVERSION DITCH "'% ►— o
PIN�J 4694 12 1281
ZONE. LDR / IREDELL GO PHASE ONE
CAB RRUS Co ARCHE RD PARK CREEK
\ / / R
STABILIZED CONSTRUCTION ENTRANCE
HILL A SITE
LU
41
OUTLET PROTECTION �p9�°r 9� °G W
9 �
i�♦♦ I TEMPORARY SEDIMENT TRAP
"�.y,� / \ \ / // ♦ :r �1 5 tiv FRO
/ `\ ♦ LIM17SOFDISTU DISTURBANCE • � � I PROPOSED SILT FENCE
`\ \ E-UST. // ♦ � O I LIMITS OF DISTURBED AREA M E IN E RS
#a silo
/ \ \ / // ; ♦ �j INLET PROTECTION ❑
\ ♦ I \ SIL T ENCE INLET
/ ♦ �I PROTECTION ® ALL
�♦ SEDIMENT TRAP DRAINAGE AREA
\ \ ♦ ¢�I \ V CA TC BASINS (TYP.) N.T.S.
/ \ / // ♦ v FILTER BERM
\ PROPOSED SED. TRAP 8REOD �.
DEPTH OF ACRAGEA 2J3 SF � FIL ROCK CHECK DAM
CE 1E B RM
\ — / / ♦ ELEV. TOP OF CUB. = 676 \ YP.
EL£V. OF WEIR = 675
5, r ' WEIR LENGTH = 10' / \ ry33
1 UtIl1 y C \ `� l LSTORM Pfr�AW1yTHIN
L L' \ ♦ , / \ TERRY D. MESIMER, SR.
m n / = REF. 419 - 594
• \ / S�'1LId�Y/1�1�Y�1LY�SI�! '�( \ BA;IN UNTIL SITE HAS �
SEE SHEET 4 BEEN STABIL/ZED AND , ` / / PIN 1..• 4694 10 6636
SEDIMENT BASIN CAN �� / / \�� ZONE. LDR
LIST /` BE REMOVED \ r , ���l�iS
` TENNIS
COURTS cv/
INNER
INSTALL SILT FENCE 96 \ I , //// ''♦ ' . •�. `
RISER BASIN6AFFLE IN PR
' ` / / '♦ '
PROPOSED P � .
\ \?r MER NCY / REOD SURFA R = 4 SF /
\ L WAY LOCA7I J \ INNER no �T(�1efjl ���ISI�I� NC PTH OF ST ♦ / / DELAY INSTAL noN /
�� V. TOP EI - 2 , \ V OF STORM £ WITHIN \
c �3 / `� — — • u °> WE/R THl R 12 , TRAP UN SI TE HAS \
N ENT BIRAPD AND
�♦ / �� rrE �� REMOVED 00
\ ''♦ / �, y� ♦♦♦♦ \ � '�� �' =F'` P / \ i� \1. 1. TOTAL ACREAGE = 253.28 ACRES (FROM SURVEY).
-� >\ '�♦� / '''� ��III��r1��;`. I�. y'v♦� // \ , ORQ o SURFACE sEDSEOA ?TH OF so sF '♦♦♦' \ •��j 2. DISTURBED AREA = f10.95 ACRES.
• , EL TOP OF EwiB. 672 ♦ _/
INS LL SILT E � ELE of ►11 iR _ ,1 4/ ♦� � 3. SURVEY INFORMATION PROVIDED BY THE MEL G. THOMPSON &
\ ♦ s\ BA E IN eor of r� wElR ENGTH ;_ '♦ �. ASSOCIATES, KANNAPOLIS, NORTH CAROLINA.
� \".�•� � �SEDI NT TRAP '♦ / ' � \
•� �4 ��. \ �w'"a♦�/ ♦' ' ♦♦' ® II OF DISTURBANCE
4. TOPO INFORMATION FROM AFRO-DYNAMICS, CORP. CHARLOTTE, NC
° A�M Pi LAw10n IN Ik`�'1�°��11���5 ♦♦♦♦ �� CB� �
'I ` �. ` _\ / ♦� TRAPAUN77L HAs ' �`�/ _ ♦♦ Q� 'R) 5. SEE SHEETS 3 & 4 FOR EROSION CONTROL DETAILS & DRAINAGE
\ Ih CREEK // AA .. '♦ O1/MP�SI Afff AN g 9.` ♦ ./ / .�♦♦ SCHEDULE
\ PHASE d �,/ / FIL(T BE_RIh1IAA , ��..� �'+�♦ E R£1G WD � ♦��� �� / '♦� 6. THE PLAN APPROVAL IS BASED UPON THE EXISTING SITE CONDITIONS.
\ �,PG 50 51 / / ♦�� s/ , — � y U°l ��� .�/ /4 ADDITIONAL MEASURES MAY BE REQUIRED IF THE PROPOSED MEASURES CAN
// \ (65 � / a ry / NOT FUNCTION AS INTENDED.
\ / }� v -,7 PR PO
6
94 - PP A A TH 2 1169 SF �k5; 7. THERE IS NO BORROW OR STOCKPILE AREAS PROPOSED AT THIS 77ME
PERMANENT DIVERSIONFIL TE ERM ; �� ELEV. B. = 672 FOR GRADING OPERA]IONS. THE SITE GRADING IS BALANCED.
• 154I(� u i At-,a LA ♦� ELEV = 671
_ : \ 0 �sed.146 7 ♦ '� ♦♦ � MAINTENANCE PLAN
i �°"1 r / """ ♦ 10000
' �� - � 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR
s i • ♦♦' � ♦4 /♦ STABILITY AND OPERATION EACH WEEK AND FOLLOWING EACH RAINFALL.
REF. A. - 733 / � _ �, 00000
�' '�♦ ~ /♦ gyp 2. SEDIMENT IS TO BE REMOVED FROM 7HE ROCK DAMS AND BASINS WHEN
/ S REF. 4fi0 33 ,� ! �r '� I f
/ PIN f 4684 9 3283 / l' ♦IAw ♦ ♦ 32 STORAGE CAPACITY REACHES 509. GRAVEL /S TO BE CLEANED AND/OR
Sl O TlO NL ALL ;/ 1 ' A♦,' ' I �• / REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
/40e CATCH ASI YP.) ♦♦ 7 ♦♦r ____— ♦ /4 3. SEDIMENT IS TO BE REMOVED FROM SILT FENCE WHEN IT BECOMES
/ / ♦ `\�I� ■���� ♦♦I Y�1�� I ♦ ' / t' r APPROXIMA TEL Y 0.5' DEEP A T THE FENCE THE SIL T FENCE WILL BE REPAIRED
GEAR CB ' ' •��II����"T�� !�w ♦ / // / AS NECESSARY TO MAINTAIN A BARRIER.
\ / s/ ♦ — �♦ ♦ s,\� ♦ '' � TEMP A CREEK CROSSING
/ ' � SEED IL T 3 / 4. ALL DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED AS z
�
.- ,� ' i/ NEEDED IN ACCORDANCE WITH THE SPECIFICATIONS �
. Q
L` cn
/ �
CONSTRUC77ON SEQUENCE/NOTES- C)
ammonium
\\ \\ / �♦ �� ♦ ; 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES/EXITS.
I O
\ \ / / ♦ z, ♦ I 2. CLEAR AND GRUB AREAS REQUIRED FOR INSTALLATION OF EROSION =�;^ cil
CLYDE SHEETS / 40000' i (TYP.)K �d( ♦ I
�' CONTROL DEVICES. _
Ly \ REF 2106 - 171
\ / P/N ,�• 4684 0227 / �4/ � ' �Q, �� , I I J. CONSTRUCT ALL TEMPORARY SEDIMENT ]RAPS, ROCK DAMS & SEDIMENT
\ zavE LD ♦ NOTE. NO DIS7l'�IRB,B \ICE 7THI1V RSOD BASINS AS SHOWN.
' ; '�♦ ` �; , I I�I�IFIFIEI�I��Yc�IEIPTAS SHOWN4. INSTALL TEMPORARY DIVERSION DITCHES AND DIRECT THE RUNOFF TO 7HE
w' / - ` I ♦ , I PROPOSED TEMPORARY SEDIMENT TRAPS, ROCK DAMS & SEDIMENT BASINS.
5. CLEAR, GRUB AND GRADE SITE AND INSTALL PROPOSED STORM DRAINAGE
_�_ __�_�.` / STRUCTURES AND PIPES. INSTALL SILT FENCE INLET PROTECT70N AROUND ALL
1 `G v _ / +- �' I_ STRUCTURES. RIP RAP APRONS SHALL BE INSTALLED AT THE END OF PIPES
/ --G �� —� —� —�' I I NOT LOCATED WITHIN PROPOSED SEDIMENT TRAPS. STOP PIPES SHORT AT
���-' • � � ROCK DAMS TO FIL TER RUNOFF.
\\ \\ / • • —�� / LINE EASEMENT
6. UPON APPROVAL OF ROAD SUBGRADE PROOFROLL, INSTALL STONE
\ \\ \ ` • / ���� T ��� � �� , I SURFACE COURSE. PROOF STONE BASE AND UPON APPROVAL INSTALL
i ASPHALT SURFACE.
•
7. BACK FILL CURBS , THEN PREP ALL DISTURBED AREAS FOR SEEDING.
\ 'G�Ci`' ■■N ■� �j "mums�C��`'� 44� �7 1 8. SEED, FERTILIZE AND STRAW ALL DISTURBED AREAS, IN ACCORDANCE TH
ACC ' �� ��, iiI m I♦ I WITHE SEEDING SCHEDULE PROVIDED ON SHEET 4.
9. ONCE Sl1L /S STABILIZED AND UPON APPROVAL FROM CABARRUS COUNTY
/ /� ♦ err �, \' �� / _, ,ti /J , EROSION CONTROL DEPARTMENT, INSTALL SILT FENCE AS SHOWN ON PLANS
�/ / / \ ♦ �� �� / FIL TER BERM ♦♦r �` `
BELOW THE SEDIMENT TRAPS, REMOVE THE SEDIMENT TRAPS AND FINISH
/ G \ ♦a ♦ �, / (TyP-) �`� ♦ ,P�In aP 5 GRADING THE REMAINING LOTS. STABILIZED WI1N SEED AND STRAW.
' � ••�� �� ���� ♦ ,� ♦♦ R,STOP M A 670259 SF \ 10. ONCE SEDIMENT TRAPS ARE REMOVED, INSTALL RIP RAP APRONS AT THE
�I�� •�� J •� III ♦♦i,• , ELE \ END OF PIPES, WHERE APPLICABLE.
���y7� D WEIR NG lH
4 1t t��c er I
/ l T GAVEL CONS7RUC77 \\\ \ �' •I�° �/Z 11.STAND NOF GRASS HAS BEENTRACTOR SHALL ESTABLISHED.
STABLISHED.VE ALL SILT FENCE ONLY AFTER A SUFFICIENT
T. EXl SEE DETAIL SHEET
,••••��� 7 III 1 ' � �- DELA AP PIPE NT/L TWIN /
8 AS
STABILIZED A
TRAP
;�5�, BE REMOVED
�\ DELAY l TALLA
' 1 /
\ OF ST M PIPE W7 77tN �
TRAP U 711 SIT£HA
L12ED AN PR OPO D D. TRAP JONNIE NANCE, J? HEIRS
` REO D S RF C£AR = 4955 SF REF 235 - 12
DEPTH OR = 2' / P/N/!• 4683 99 9638
\\ �' ELEV. T OF -B 03 704 ZONE. LDR
f0'
I
e 9
�C \
DATE
OWNER: PARK CREEK SUBDIVISION MAY 2005 SHEET
CALL ULOCO / ^\ \
BEFORE YOU DIG 1). CONTRA OR IS FULLY R�sANSIBLE CONTACTING 1 —�/ ` SCALE
APPRO RIATE PARTIE A ASSURING T EXISTING // HIC S C ALwif PHASE 2
UTILITI S ARE LOCATWTRIOR TO BEGINNI CONSTRUCTIOIPMM
�� 1 = 100'
2) CONTRA T ONSIBLE FOR PLACING BAR ADE 100 p 50 100 400 � CABARRUS COUNTY, NORTH CAROLINA
\USING FL AS NECESSARY TO INSURES Y LA173 d�Srl�Tct—lXlPd°�CL 7G7S1y�+7�d�7Eltd7 (R, L{d . DRAWN BY1
TQ THE P — 8819 COLUMBUS STREET MCP
3). ALL ENT TS, CONCRETE OR ASPHALT, A TO 16 07—A NORTHCROSE DRIVE DAVIDSON, NC 28036 CHECKED BY:
BE R ACED ACC ING TO STANDARDS OF NORTH (704) 938-8400 EROSION CONTROL Pg TDF
CA LIN EPARTMEN F TRANSPORTATION. IN FEET ) HUNTERSVILLE, NORTH CAROLINA 28078
1 inc = 100 ft. 1 PER CABARRUS COUNTY OMMENTS 7119105 (704) 895-8484 FAX (704) 895-8485 PROJECT 7
2005.07
1-800-632-4949 4 SHORING WALL B CCORDING OSHA ENCHING
V. NO. S DATE
AVOID UTILITY DAMAGE
STANDARDS PART 1 6 SUBPART 0 AS AMMENDED.
i

/ SED4dV EA TRAP U6 1111 d/ L llGE 6 llREA
vo
W.W UTAKER HEIRS \ /
REF. 169 - 241 ` TEMPORARY DIVERSION DITCHY
�P�
PIN ,Y� 4694 12 1287 \
\ ZONE: LDR / / IREDELL CO_
PHASE ONE
\ / / —CABARRUS
ABUS CO ARCHER RD PARK CREEK
STABILIZED CONSTRUCTION ENTRANCE
\ HILL SITE
A
OUTLET PROTECTION W
1
TEMPORARY SEDIMENT TRAP O °d MoORFS�CC� F��o
/ \ \ ♦ LIMITS OIFDISTURBANCE
\\ \ ; • ,Y PROPOSED SILT FENCE o ��
\ cCEhvfIE7CER)Y / ♦♦ �� 1� \ L` \ LIMITS OF DISTURBED AREA
/ ♦ ♦ �� INLET PROTECTION ❑
\ / ♦ �� \_ SILT ENCE INLET
\ \ / ��i♦ ��_, PROTECTION 0 ALL
CATc BASINS (TYP.) SEDIMENT TRAP DRAINAGE AREA
\ / �♦ :� ��� N.T.4.
/ \\ , '// ` �♦ � �1 FILTER BERM
PROPOSED S£D. TRAP 8 �.
\ \ ♦ REO D SURFACE AREA = 3379 SF
_ ,� \ ,_�j'` ♦ DEP H OF STORAGE = 2' FlL TE BERM ROCK CHECK D A M
ELEV. TOP OF EMB. = 676 (� \ TYP.
,_-� ��s� \ \ _i , �_ ♦ ELEV OF WEIR = 675
U +`/ \ / ' WEIR LENGTH = 10' �
tIII / LAY INSTALLAP",
m n \� / F STORM FI WTTH N I \ ♦ ' '7� / \ TERRY D. MESIMER, SR.
. \ / °y�(���`V� �y ���fl`\•i \ BASIN UNTIL SITE HAS
SEE SHEET 4 X\�\ BEEN
"BASINlLZED CAND `\ , 7/ / / �. PIN ,/ 694 1R0 6638
\ !Gl11![�� \ /` BE REMOVED l ZONE. LD
TENNIS
COURTS
INSTALL SILT FENCE
RISER B SINOTTOM \ '
PROPOSED A R P 4 F '
\ SPIL WAY LOCH 110 \ ■19111, L I6✓I(I O �I�11 4JIlulLYL; REP H OD SOF ST E S , �/
,/� V. TOP OF - 2 ♦ \ V OFLS)ORM TA TION
£ THIN •� //
U u EL OF WEIR = \
• ITE HAS
�.. WEIR H = 12' , y� �+7/�p �gy ,p BEEN TRAP UNABILSZ£D AND \ •
' ; FT; iIIJB �!/L��YlllL'I('" F REMOVEDAP CAN / \
Q
1. TOTAL ACREAGE = 253.28 ACRES (FROM SURVEY).
s`1 /I oil �����1I� � y''�— ` ♦ Ro'DDSURF C�AREA 7 5o SF ✓ ���'� \ •�I 2. DISTURBED AREA = f10.95 ACRES.
.� ♦ 1�, >'' ',f �� ♦ D H OF ST. AGE _
EL TOP Of E4,9 672
INS LL SIL £ �. , E'E of WEIR =,a.+ '♦ J. SURVEY INFORMATION PROVIDED BY THE MEL G. THOMPSON &
\ y 8AF E IN BIT OF WEIR ENGH - I'
Q` \`�I. , I SEDI NT TRAP ''�� / '- ' \ ASSOCIATES, KANNAPOLIS, NORTH CAROLINA. s2
/ ��j_ •mow. \ \ ~�' IV
♦s D AYINST -A110N �� ,, �� ' /� � � II I[I� OFDISTURBANCE 4. TOPO INFORMATION FROM AFRO-DYNAMICS, CORP. CHARLOTTE, NC ,gym
\ V TORM I E WHIN ' ' y7/�
• \\`- / ♦ JTRA UNTIL S E HAS ,' ' ,� _ ( /I Lr, SZ d.�6
' / 5. SEE SHEETS 3 & 4 FOR EROSION CONTROL DETAILS & DRAINAGE
_I ♦ E STA81LIZ AND 7 j� ,3PHAi ♦ ♦ DI T TRAP AN / SCHEDULE. Cc'��: FlL BERlV7I � R vED ♦ 11
w� g�:' i ,�' ♦�/ . ��' c16
i � �� ?'r ♦♦/ ♦ 6. THE PLAN APPROVAL IS BASED UPON THE EXISTING SITE CONDITIONS. ,o
41F / ,:� '♦/ �♦ ADDITIONAL MEASURES MAY BE REQUIRED IF THE PROPOSED MEASURES CAN00
y�3
NOT FUNCTION AS INTENDED. Z.o
{pp� L PR POSED 6
/ -
; '// �► ♦ ♦ EPIN s o 2' 7. THERE IS NO BORROW OR STOCKPILE AREAS PROPOSED AT THIS TIME C `J
PERMANENT l T \ FIL TE ERM ��, \ = ) , t� ' '„t ;- EELEV.LEVyp. . F =8.671 672 FOR GRADING OPERA TIONS THE SITE GRADING IS BALANCED. C
10
. ♦ '� , ♦� /♦♦ MAINTENANCE PLAN N Y" ♦ /♦♦ 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR
• ♦ ♦/
CLYDE A. SHEETS I �� �� 't►♦ ��7 STABILITY AND OPERATION EACH WEEK AND FOLLOWING EACH RAINFALL.
REF. 460 - 733 ♦� / �_ �� '' // '� /♦
/ PIN y 4684 91 3283 ,
/ �, I I 2. SEDIMENT IS TO BE REMOVED FROM THE ROCK DAMS AND BASINS WHEN
/ ZONE. LDR ` ♦ / /49,?32
NLET ' 1 ♦♦ � ' �� \ I I �♦ STORAGE CAPACITY REACHES 507 GRAVEL IS TO BE CLEANED AND/OR
0 T/O ALL ♦ - �� er ♦ / REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
/ CA TCH ASl YP.) � ' '�� -� �11�
/ I���E / �� .,i„' �� / v i 3. SEDIMENT IS TO BE REMOVED FROM SILT FENCE WHEN I BECOMES
\ ,1 / `�� �« ♦ / '7l APPROXIMA TEL Y 0.5' DEEP A T THE FENCE. THE SIL T FENCE WILL BE REPAIRED
/ !�►� ♦ / / AS NECESSARY TO MAINTAIN A BARRIER.
' '�� ♦ / TEMP A CREEK CROSSING / 4. ALL DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED AS
fy� F \\� _ ''� �i/ SEED lL S T 3
�,' .. NEEDED IN ACCORDANCE WITH THE SPECIFICATIONS.
Alp
���,.... _ —.r) �' ,` 1 CONSTRUCTION SEQUENCE/NOTES:
' woom ♦ rg 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES/EXITS.
\ 0000
ROCK H K AM ♦ , I 2. CLEAR AND GRUB AREAS REQUIRED FOR INSTALLATION OF EROSION
CLYD£ sH££T1 / 4/ ` ,♦ (TYP.) �� ♦ I I CONTROL DEVICES.
b ro \ PIN t 4684 0227 / / ♦ ,
k'' \ ZONE: LD • ' 0 J. CONSTRUCT ALL TEMPORARY SEDIMENT TRAPS, ROCK DAMS & SEDIMENT
• _ �♦ NOTE NO DISTURBANCE 77THIIN RSOD
\ • S � �, � BASINS AS SHOWN.
\\\ IT, BUFFER FXCCEIFTAS SHOWIN 4. INSTALL TEMPORARY DIVERSION DITCHES AND DIRECT THE RUNOFF TO THE
/ \ %woo wom PROPOSED TEMPORARY SEDIMENT TRAPS, ROCK DAMS & SEDIMENT BASINS.
5. CLEAR, GRUB AND GRADE SITE AND INSTALL PROPOSED STORM DRAINAGE
STRUCTURES AND PIPES. INSTALL SIL T FENCE INLET PROTECTION AROUND ALL
—4' --�— �- —�— -�-G I STRUCTURES. RIP RAP APRONS SHALL BE INSTALLED AT THE END OF PIPES
\ \ \ 69 0 60 _ �- �/ I NO T L OCA TED Wl THIN PROPOSED SEDIMEN T TRAPS. STOP PIPES SHOR T A T
LINE EASEMENT ROCK DAMS TO FILTER RUNOFF.
I
6. UPON APPROVAL OF ROAD SUBGRADE PROOFROLL, INSTALL STONE
SURFACE COURSE. PROOF STONE BASE AND UPON APPROVAL INSTALL
I`7R.AllP REAL
I ASPHALT SURFACE.
) , I 7 BACK FILL CURBS , THEN PREP ALL DISTURBED AREAS FOR SEEDING.
moo
SEE\ G S_ \ �. ���( ` � ���m�� 1♦ I 8. SEED, FERTILIZE AND STRAW ALL DISTURBED AREAS, IN ACCORDANCE WITH
UCTI0I4 ACCE ,
\ ..r....■■ ■..,,� \ . ` I ♦ THE SEEDING SCHEDULE PROVDED ON SHEET 4.■■■
�\ ♦, ������ \ �I ` J ♦ 9. ONCE S17E /S STABILIZED AND UPON APPROVAL FROM CABARRUS COUNTY
EROSION CONTROL DEPARTMENT, INSTALL SILT FENCE AS SHOWN ON PLANS
/ \ ♦ i��� �� / FlL TER BERM '� 0r ♦ ` BELOW THE SEDIMENT TRAPS, REMOVE THE SEDIMENT TRAPS AND FINISH
/ G i \ ♦+ • •� / (TYP.) w P P D. AP 5
/ \ ♦ n I,. '� GRADING THE REMAINING LOTS. STABILIZED WITH SEED AND STRAW.
- = RE A A = 259 SF
/ / / \ ' r' 61I7 d aJl � JG •• A'� A r► DE R
�•' £Etr� 7- M 670 \ 10. ONCE SEDIMENT TRAPS ARE REMOVED, INSTALL RIP RAP APRONS AT THE
/ / / ♦ )YrPj �I. \ • ��o , W£1R NGH \ END OF PIPES, WHERE APPLICABLE.
\
/ / T GAVEL CONSTRUCT/ \ \ 11. CONTRACTOR SHALL REMOVE ALL SILT FENCE ONLY AFTER A SUFFICIENT
T./EXI SEE DETAIL SHEET \\ `r ' �� STAND OF GRASS HAS BEEN ESTABLISHED.
i
DELAY N
i �fy '� �\ // •••� ■I ■■■■ 1 1I , y O P IN AP NTILSITEI14 S '
STABILIZED A
DIMENT TRAP N
BE REMOVED
�\ DELAY 1 STALLA77 1
ST M PIPE WI TR N /
\\ TRAP U TIL SITE HA �
ABILIZED AN PROPO D D. TRAP JONNIE NANCE. JR. HEIRS
T REO' S RF CE AR = 4955 SF REF. 235 - 12
\\ \ OVED • �'._• DEP H OR = 2' / PIN /• 4683 99 9638
/ \ ELEV. T OF -B.03 704 ZONE.• LDR
H = 10'
e G� \\ \ \ /
\
P DATE:
CALL ULOCO 1), CONTRA OR IS FULLY'�S., NSIBLE R CONTACTING ^\ SCALE
\\ \ / OWNER. PARK CREEK SUBDIVISION MAY 2005 SHEET
BEFORE YOU DIG APPRO RIATE PARTIE „'�Y ASSURING T EXISTING / \ �\ p .
UTILITI S ARE LOCATEtKPRIOR TO BEGINNI CONSTRUCTION HIC SCAL PHASE 2
2) CONTRA TO R PONSIBLE FOR PLACING BAR ADE 100 0 50 100 20 400 _ PMM o CABARRUS COUNTY, NORTH CAROLINA i 100,
\USING FL TC., AS NECESSARY TO INSURE S Y
THE P T� _ - � ' �� �� ° n' DRAWN BY 8819 COLUMBUS STREET JCP
3). ALL AVEMENT TS, CONCRETE OR ASPHALT, A TO
BE R ACED ACC ING TO STANDARDS OF NORTH 16507-A NORTHCROSS DRIVE DAVIDSON, NC 28036 CHECKED BY:
CA LIN EPARTMEN F TRANSPORTATION. IN FEET ) HUNTERSVILLE, NORTH CAROLINA 28078 (704) 938-8400 EROSION CONTROLPL4N TDF
1-800-632-4949 4 SHORING WILL B CCORDING OSHA ENCHING
1 inc = 100 ft. 1 PER CABARRUS COUNTY OMMENTS 7119105 (704) 895-8484 FAX (704) 895-8485 PROJECT NO:STANDARDS PART 1 6 SUBPART 0 AS AMMENDED. 2005•07 V. NO. S DATE
AVOID UTILITY DAMAGE