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4107-5
FPCIV POINT TO POINT "S" BOUNDARY FOLLOWS CiE-AITERLINE OF
MEADOW CREEK. VETE5 AND HOUNDS SHOWN HE-REON ARE FOR TIE
PURPOSES AND ACREAGE COAIPUT,4TIONS ONLY.
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BE DIFECT0 50 AS OT TO DIS FUR
LIGHTING SHAL�� -HY DO -/ON THAT DIESHALL BEREPLACiD.
ALL E A,,D1 7
_4 L 7 REFOF T_
CON TFOL
IN TA IN ED /N Hf
AIATERIALS SHALL 3E MfA A TION
2 LA AS IN T -l -,'E SOIL EROSION AND SEDIMEN T
C) Epop T ALL E OUFi.IAIED
3. SEEDINIG SPECS. SHALL 9 ONS AT HE JC8 SITE AND R
IONS AND CONDITI
-OR SHALL CHEC,�r ALL DIMEN
4. THE CON TRA C 7
R ARCHI TEC F. NECESSARILY
N D 10 OF THE PROPOSED
WORK ARE IV07
7-0 THE EMGIXEEP to
17V 38 6. 8,9 -ING LITI,.17-IES ACROSS OPALONG THE LINE LY CORRECT THE CONTRACTOR SHALL ON o 4 -HE LOCA FION OF EX157
5. 7 A TE
IV RE ONLY AppROX,'IV
HO W N WHERE SHOW D ESS A R Y.
ON THE PLANS AND -RUCTURES AS NEC L INES AN S 7,
-7001)
HIS 0 WN INI T I A TI V E L 0 CA T E /L L uND EF GRO U N D TILITY 800
HAL L SpONSISLE F YING "M/55 U DESIGN SL AS
B E p,� FOR N 0 F1 OPE T
THE _1ON TRA C TOR W17 -H SPECIAL
.. I UNL ES 5
T,).-EPER THAN 2
7. NO SLOPE HALL BE GRADED
1FH THE
APPROVED BY THE COUN Ty ENGINEER. IN ACCORDANCE W FHEROISE STABILIZED
TO SPECS. OF 0
WILL BE SEEDED CONTROL ORDINANCE. ALL DISTURBED AREAS Y SEDIYEN
HE 4 L S RL E COUN 7 TA FION gO DAYS
ENTS OF T uN,57-481LIZED cl-l? A F/
VE PERIOD
SOIL EROSION AND GREA TER THAN
EOUIREA F 7
-ION SHALL BE LE
NO AREA DISTURED BY THIS ICONS TRU C 7 - -HE ENTFANCE TO THE SITE DURING THE CONSTRUCTION
B7
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SHALL
664VEL X40 -ING
VEHICLES
0,4 9. A 30 'x 50' ? TO
PERIOD 7-0 CLEAN MUD AND DEeFIS FROM THE TIRES OF DEPART COVPAC TEL DEPTH OF 6" WITH
AS E To BE AGGF� IyAFERIAL SIZE 21 OR 21A
- SPECS
/0. PA VEMEN T
WALLS
pplmE DOUBLE EAL. -SIDE EDGES OF BUILDING
CURBS AND
THE FACE OF W
4 OF S 0 R THE OU7
112 -HEF LKS ND -Y. ALL MATERIALS
OT WIS E SERVICE AUTHOR17
NO T5D
NESS
ARE TO
ALL DIAIEN51ONS SHOWN
0
12. VIA T5 NITApy sEWER A L L BE UPPLIED BY THE ALBEMARLE COUNTY INDIVIDUAL
SH
RAND SA SPECS. OF THE AUTHORITY -
_HODS OF CONSTRUCTION S, WITH THE STANDARDS 6 TYPE
9
ALL COMPLY INF WATER SERVICE LA7EAL5 SHALL HE A A" D /V E 7 E j14" TYPE K COPPER, /0 " DI& (UP)
ERVICE LATERALS WEI? LATERALS
SHALL SHA L L BE 4
31A T E R
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OPPER lNol VI D UA L W METE -FS SHALL HE K ? 1A
SIC , TPEY SHALL E -ION.
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PT FOR UNITS GE AND PRIVATE COLLEC
WITH INDOOR 5 TO IRA
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