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12 VAC 5-630-450
WELL ABANDONMENT
A. WELL ABANDONMENT IS GOVERNED JOINTLY BY THE DEPARTMENT
OF ENVIRONMENTAL QUALITY AND THE DEPARTMENT OF HEALTH
PURSUANT TO *62.1-44.92(6) OF THE GROUND WATER ACT OF 1973
(REPEALED), IN ADDITION, THE ABANDONMENT OF ANY PRIVATE WELL
GOVERNED BY THIS CHAP TER, OR ANY PRIVATE WELL ABANDONED AS
A CONDITION OF A PERMIT ISSUED UNDER THIS CHAPTER, SHALL BE
ADMINISTERED BY THE DEPARTMENT OF HEALTH IN CONFORMANCE
WITH THIS SECT ION.
B. A TEMPORARILY ABANDONED WELL SHALL BE SEALED WITH A
WATER—TIGHT CAP OR WELL HEAD SEAL, SUCH A WELL SHALL BE
MAINTAINED $0 THAT IT WILL NOT BE A SOURCE OR CHANNEL FOR,
CONTAMINATION TO GROUND WATER DURING TEMPORARY
ABANDONMENT.
C. PERMANENT ABANDONMENT, THE OBJECT OF THE PROPER
PERMANENT ABANDONMENT IS TO PREVENT CONTAMINATION FROM
REACHING GROUND WATER RESOURCES VIA THE WELL. A
PERMANENTLY ABANDONED WELL SHALL BE ABANDONED IN THE
FOLLOWING MANNER,
1. ALL CASING MATERIAL MAY BE SALVAGED.
2. BEFORE THE WELL. IS PLUGGED, IT SHALL BE CHECKED FROM
LAND SURFACE TO THE ENTIRE DEPTH OF THE WELL TO ASCERTAIN
FREEDOM FROM OBSTRUCTIONS THAT MAY INTERFERE WITH PLUGGING
(SEALING) OPERATIONS.
3. THE WELL SHALL BE THOROUGHLY CHLORINATED PRIOR TO
PLUGGING (SEALING).
4. BORED WELLS AND UNCASED WELLS SHALL BE BACKFILLED
WITH CLEAN FILL TO THE WATER LEVEL. A TWO-- FOOT— THICK
BENTONITE PLUG SHALL BE PLACED IMMEDIATELY ABOVE THE WATER
LEVEL. CLEAN FILL SHALL. BE PLACED ON TOP OF THE BENTONITE
PLUG AND BROUGHT UP TO AT LEAST FIVE FEET FROM THE GROUND
SURFACE. THE TOP FIVE FEET OF THE WELL CASING, IF PRESENT,
SHALL BE REMOVED FROM THE BORE HOLE. IN A OPEN ANNULAR
SPACE IS PRESENT AROUND THE WELL CASING, THE ANNULAR SPACE
SHALL BE FILLED WITH GROUT PLUG THAT COMPLETELY FILLS THE
BORE VOID SPACE SHALL BE PLACED A MINIMUM OF FIVE FEET FROM
THE GROUND SURFACE. THE REMAINING SPACE SHALL BE FILLED
WITH CLEAN FILL WHICH IS MOUNDED A MINIMUM OF ONE FOOT ABOVE
THE SURROUNDING GROUND SURFACE, BORED WELLS OR UNCASED
WELLS ABANDONED IN THIS MANNER SHALL BE TREATED AS WELLS
WITH RESPECT TO DETERMINING THE MINIMUM SEPARATION DISTANCE
TO SOURCES OF CONTAMINATION LISTED IN TABLE 3,1. THE LOCATION
OF 'THESE WELLS SHALL BE PERMANENTLY MARKED FOR FUTURE
LOCATION.
5. WELLS CONSTRUCTED IN COLLAPSING MATERIAL SHALL BE
COMPLETELY FILLED WITH GROUT OR CLAY SLURRY BY INTRODUCTION
THROUGH A PIPE INITIALLY EXTENDING TO THE BOTTOM OF THE WELL.
SUCH PIPE SHALL BE RAISED, BUT REMAIN SUBMERGED IN GROUT, AS
THE WELL, IS FILLED.
6, WELL CONSTRUCTED IN CONSOLIDATED ROCK FORMATIONS OR
WHICH PENETRATE ZONES OF CONSOLIDATED ROCK MAY BE FILLED
WITH SAND OR GRAVEL OPPOSITE THE ZONES OF CONSOLIDATED
ROCK. THE TOP OF THE SAND OR GRAVEL FILL SHALL BE AT LEAST
FIVE FEET BELOW THE TOP OF THE CONSOLIDATED ROCK AND AT
LEAST 20 FT BELOW LAND SURFACE. THE REMAINDER OF THE WELL
SHALL BE FILLED WITH GROUT OR CLAY SLURRY,
OTHER ABANDONMENT PROCEDURES MAY BE APPROVED BY
THE DIVISION ON A CASE BY CASE BASIS.
& TEST AND EXPLORATION WELLS SHALL BE ABANDONED IN
SUCH A MANNER TO PREVENT THE WELL, FROM BEING A CHANNEL
FOR THE VERTICAL MOVEMENT OF WATER OR A SOURCE OF
CONTAMINATION 'TO GROUND WATER.
9. WHEN BORED AND A WATER SOURCE IS NOT FOUND, AND THE
CASING HAS NOT BEEN PLACED IN BORE HOLE, THE BORE HOLE MAY
BE ABANDONED BY BACKFILLING WITH THE BORE SPOILS TO AT LEAST
FIVE FEET BELOW THE GROUND SURFACE. A TWO—FEET—THICK
BENTONITE GROUT PLUG SHALL BE PLACED AT A MINIMUM OF FIVE
FEET FROM THE GROUND SURFACE. THE REMAINDER OF THE BORE
HOLE SHALL BE FILLED WITH THE BORE SPOILS.
.... ....... .... .
i"kAANH,*0L!z WITH DROP ,`_ONNECJHON
FRAFAF COVER
�SEE FfQ, S -I -DE)
SLOPLD AREA—
STREET SURFACE OR
NON -PAVED AREA
V-0' MAX
RUBBER COATED 5,TEE-L
STEPS CAST IN PLACE,—'-, 3'-W MIN
PRECAST PEI NFOREG
CONCRETE SECTIONS I MIN
.0R RING SEALS I;x MAX
MINIMUM ELEVATION I_w
DiFiFERENCE ACRC)SS NCH 5"
FROM INLET TO OUTLET
SHALL BE 0.20 FEET,
V1. RIES
DEPTH OF F0W
CHANNIEL '10 SE
3/4 DIAMElvErl OF' L
CONTROBUTING
SE�4lr_R_
A FILLETED IITv�ERTTVOR A SMCtona 12'
TRANSIPTION OF FLCAV UETWEEt6:
3
INLET &I OUT 'ET PIPE SHALL E
PROVID'Ea MIN. 6' BEDDING
NOTE s Vtl/ NIDD 8 STONE
1, SEDUNG THICKNESS REQU)REMENT SH,, -_%'N IS Mlf'flMUM AND SHALL 8E
SPECIFICALLY DETERMINED BY 'THE CONSU4TANT FSE SOIL COND)TIONS.
2. ",-'HE CONSULTANT WILL DETERNUNE WHETHER MANHOLES SHALL. HAVE
EXTENDED OR frjN-EXTENDIED BASES,
3, ALL 1OIIbf'3. LIFT HOLES, INLETS, 01-ITLETS TO BE SEALED & GROUTED
ITNSIDE AND OUT,
TYPICAL MAN1.10.1 E S E CTION
SHOWING BRANCH TIE ---IN
NG, IS - I - A
TD D -21
EE
E
ta
44,
I- a Et�
id
--d
&i_
E
_7
T, < LE- 7 :s
p E
10
.11 9
0'/
TYPICAL MANHOLE FRAME I& COVER
kT
Fn S+D
TD -25
z
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
% CHANNEL 1/' 1' MIN
B PAN C H
12'
-- ----- -------
Gl
-4,
2'
NOTE:
FLEXIBLE CONANIECTION2 i
'NITH STAINLESS STEEL ALL CONINECT10NIS TO
BAND EXISTING MANHtOLES 'SHALL
BE CORED ANED A FLEXIBLE
CONNECTION ' BOOT
INSTALLED
TYPICAL MANHOLE PLANT
SHOWING BRANCH TIE
NTS
FIG. 5 - i - B
SEWER SERVICF LATERAL (:0fJNE'__TitJN i OTEr-
B E ri ',D PTE D S:' F- E i T E
,2% ERE A SEWIk ' Mh "s s. CINN LCaS R) A 741:M,11-1 iz t' r '
DEPARTMENT OF PUBLIC
ANt? INVERT tl= n S'Ef'VICE LAYRA! 15,
02Z'23 __PER
EX. VENT TO BE
7
LLAT'- -At PIPE ',HALL RE AT f A T 0.2 THAN' sHE
171 c C c I E
Fl, -)P Wk'0i;VN) FE.FVATION OP., TH!" fli9t
iV! IH fi�� it-�; SEALS
ff,' V.AN`HQLf�.
V
S-ATERALS Ai,s EXISTING,
Er
B . CCINNECIEO U`s11N(_'- A PIPE JADDIL,
DROP MANHUE rROSS
M (,,RA0E FOR SIVVC'_0,NN1(:`lQN SHAIL,� U 1"
A
'
NOTE; CONTRACTOR MUST
P, -*P FOOT
E 'i'lPE
EX. GRADE
BY HAIND J'AlAPT'R,., ()R
Xt�
1 L!, IE 'vVIT-4
'T
0
k
Al; ;FOA
IIUIYUL
AL,, SE ER LAFERALS SHALt HAVL C0V,,R
LiE T �AL L s fl 0 F L E_ T
T
E T E D VE_-
I �Ni J A
NO SCALE
F L Vv
L E T P i P f S A Ej
N: , v.
o V:
APPROVED PVC MANHOLE ADAPTOR
'7.
0-l
L
e
2, iA
E. flN
V-,
INC° DR APPROVED EQUAL IN CORE
z:7 t,
S
AJ,11D H,,AL B t
S'TRAPS
F, F-11 THE sc'.
Ut-if" 1�vt
MANih`,)LES SHALL, fli�,�,,,E
T=
7 'NLET�' O�JTLE:75,
TO 13 t E A'. D
,11
771- 901' DEND
E.,
i"kAANH,*0L!z WITH DROP ,`_ONNECJHON
FRAFAF COVER
�SEE FfQ, S -I -DE)
SLOPLD AREA—
STREET SURFACE OR
NON -PAVED AREA
V-0' MAX
RUBBER COATED 5,TEE-L
STEPS CAST IN PLACE,—'-, 3'-W MIN
PRECAST PEI NFOREG
CONCRETE SECTIONS I MIN
.0R RING SEALS I;x MAX
MINIMUM ELEVATION I_w
DiFiFERENCE ACRC)SS NCH 5"
FROM INLET TO OUTLET
SHALL BE 0.20 FEET,
V1. RIES
DEPTH OF F0W
CHANNIEL '10 SE
3/4 DIAMElvErl OF' L
CONTROBUTING
SE�4lr_R_
A FILLETED IITv�ERTTVOR A SMCtona 12'
TRANSIPTION OF FLCAV UETWEEt6:
3
INLET &I OUT 'ET PIPE SHALL E
PROVID'Ea MIN. 6' BEDDING
NOTE s Vtl/ NIDD 8 STONE
1, SEDUNG THICKNESS REQU)REMENT SH,, -_%'N IS Mlf'flMUM AND SHALL 8E
SPECIFICALLY DETERMINED BY 'THE CONSU4TANT FSE SOIL COND)TIONS.
2. ",-'HE CONSULTANT WILL DETERNUNE WHETHER MANHOLES SHALL. HAVE
EXTENDED OR frjN-EXTENDIED BASES,
3, ALL 1OIIbf'3. LIFT HOLES, INLETS, 01-ITLETS TO BE SEALED & GROUTED
ITNSIDE AND OUT,
TYPICAL MAN1.10.1 E S E CTION
SHOWING BRANCH TIE ---IN
NG, IS - I - A
TD D -21
EE
E
ta
44,
I- a Et�
id
--d
&i_
E
_7
T, < LE- 7 :s
p E
10
.11 9
0'/
TYPICAL MANHOLE FRAME I& COVER
kT
Fn S+D
TD -25
z
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
% CHANNEL 1/' 1' MIN
B PAN C H
12'
-- ----- -------
Gl
-4,
2'
NOTE:
FLEXIBLE CONANIECTION2 i
'NITH STAINLESS STEEL ALL CONINECT10NIS TO
BAND EXISTING MANHtOLES 'SHALL
BE CORED ANED A FLEXIBLE
CONNECTION ' BOOT
INSTALLED
TYPICAL MANHOLE PLANT
SHOWING BRANCH TIE
NTS
FIG. 5 - i - B
SEWER SERVICF LATERAL (:0fJNE'__TitJN i OTEr-
CHESTERFIELD COUNTY
,2% ERE A SEWIk ' Mh "s s. CINN LCaS R) A 741:M,11-1 iz t' r '
DEPARTMENT OF PUBLIC
ANt? INVERT tl= n S'Ef'VICE LAYRA! 15,
02Z'23 __PER
EX. VENT TO BE
7
LLAT'- -At PIPE ',HALL RE AT f A T 0.2 THAN' sHE
NOTE1 ONLY ONE PER 48'
Fl, -)P Wk'0i;VN) FE.FVATION OP., TH!" fli9t
REMOVARLF. CAP
ff,' V.AN`HQLf�.
BRL4N' C. _49TCHELL, P.E.
S-ATERALS Ai,s EXISTING,
Er
B . CCINNECIEO U`s11N(_'- A PIPE JADDIL,
DROP MANHUE rROSS
M (,,RA0E FOR SIVVC'_0,NN1(:`lQN SHAIL,� U 1"
A
'
NOTE; CONTRACTOR MUST
P, -*P FOOT
PRODUCTS, VNC. UR ARFRQ,`,,'ED 7Q.U4r
EX. GRADE
IS PROPERLY COMPACTED,
4- At I,ATERAS SHALL HAVE %1.11NOOUN, COVER, ulAMFHTER
ESPECIALLY UNDER THE
0
k
ii
AL,, SE ER LAFERALS SHALt HAVL C0V,,R
DETAIL
\41-1
AREAS)
mk,M
(A> ALL THRU PIPE SHALL BE FITTED WITH AN $DR 35 RV,C, REMOVABLE CAP WHICH SHALL BE HELD IN PLACE
D)Y THE INTERFERENCE (FRICTION) FIT BETWEEN THE PIPE AND CAP.
(B) A0LL CARS SHALL BE SECURED TO THE DROP FITTING WITH TWO <2) FEET [IF GALVANIZED CHAIN SECURED
W11TH TWO STEEL MACHINE SCREWS, NUTS AND WASHERS,
(Cl C SHIAMFER ON ALL PIPE SIZES 1*0 BE AT A 15 DEGREE ANGt_E.
(D) VIE16HT OF VERTICAL STACK WILL BE DETERMINED BY ENCANEOR, BUT WILL NOT BE. LESS THAN TWO FEET,
<E) DIROP STACK TO 13E 6! 13R 8- SDR 39 P.V.C. PIPE CONNECTED TO DROP FITTING WITH STANDARD GAOKETED
JOINT,
(F) WERTICAL STACK WILL BE STRAPPED TO MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS
S:TEEL OR APPROVED MATERIAL NGNCORRISIVE TO SEWER GASES.
(G) SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTON DISCHARGE POINT
T:O SPRING LINE OF MANHOLE INVERT.
(H) ElBOW AT BOTTOM OF THE STACK WILL BE A 90 DEGREE BEND POSITIONED IN THE DIRECTION OF THE FLOW
'IN MANHOLE WITH BENCH CONSTRUCTED TO C.ONFORM TO MANHOLE BENCH.
(1) MANHOLE OPENINC, TO BE CORED AS DESCRIBED IN PART III AND PART 1V OF THE LATEST COUNTY 'WATER
RIND SEWER SPEC IFICATIDNS,
<J> DIROP ' TACK SHALL NOT BE INSTALLED WITHIN 60 DEGREES OF THE: ACCESS STEPS,
(K) RNSIDE DROP CONNECTIONS MAY BE USED AS AN ALTERNATIVE TO EXTERIOR DROP CONNECTIONS UNDER
SPECIAL CIRCUMSTANCES, IE, BAD SOILS, HIGH WATER TABLE, UTILITY 'CONFLICTS, AND EXCESSIVE DEPTHS,
DATE: DRWG, NO.
JAN.. 1996
REVISIONS - STANDARD DROP CONNECTION (INSIDE) MAN -16
FEB- 2009
TRTATED
GROUND—/ 2 x 4
(MARKE I--,
$EWFR ':13E�RVICE LATERAL CCN INECTIOhl
T, S
F!',;. 5-
�
INRAL EEK FILL
SEE -.solIoN 620.W
VU0T $PMROATXsN
PROPOSM 4ffffnllt` PPE
CLASS A3
Ci:k&F0r CWLE
ROADWAY
C7
7%.
-Hf
qr_ 3F" i'w!,
25" MIN. TH3CLK.,',jLE"_ CA'AN6 li`4I)LATOR'>
Y 8 o t! D
C,P- RETE FILI
,1I D C A:.-,! I, I G Oi
2 11 f2 _7', OR 2 7' OR 8'_ 2' - G
- J
R
18' OjoHO Or D
wi�sli u'l xjl I
TI >E ED(' 01
Hui E: 1. S _fT,- ASiNG TO EXTEND TO BACK OF CURB, DITICIL SOEVVALK, ETC, OR A OF 5' �3EYOI,llf_', E
PAVEMENT, IS GREATER.
��EAi E,',,. USING A PULL - -,Dtl END SEAi GA5KET IN LIEU OF FiLl�
ENDS OF CASINEz, CAiN BE
"IDE
DLE
3PACER SHA -L. RE PLACED AT FHE -_-EN!TER.,f)0jj,IT 10F
S) ire E R
TYPICAL 'STEER,SLEEVE INSTALLATION.
UNDER ROADWAYS
FIG- `;-s
DETAIL FOR RELAYING PAVEMENT AT STOIRAGE_
FACILITY, FABRIC STORE AND CYPRESS DRIVE
WP -2 CROSSING AS WELL AS TY[NG NORTHSI.IDlLE_
CONNECTOR ROAD TO NORT11--ISIDE DRIVE AND
CYPRESS DRIVE EXISTING PAVEMENT
ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING
12"x EDGE OF EASING PAVEMENT
(AS DETERMINED IN FIELD)
TACK COAT THE PROPOSED ---- I
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
— — — — — — — — — —
EXISTING SUBBASE PROPOSED SUBBASE
— — — — — — — — — — — — — — — — — — — — — — — — — — —
COMPACTED SU8GRADE
CONSTRUCTION JOINT DETAIL
REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
PROPOSED MINIMUM 11/2 IN _E
CH THICK ASPHALT SURFACE COURSE C R (BE NOTE TE 5)
MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES:
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT FWOCEOUnES AND BE APPROVED BY 'THE ENGINEER.
2, THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL WET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING 'PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHAI-L BE TAXEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS Or EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.
4. THE ADJACENT 'TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE,
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER.
5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CR05S-StLOPE
AND EFFECTIVE SURFACE DRAINAGE.
6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE -'N SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALI- JOINTS
AT TIE -14 LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION .315-07(a) OF THE
SPECIFICATIONS,
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 3 REVISION DATE
303.02 1
ASPHALT PAVEMENT WIDENING
FOR WIDENING SUBJECT TO TRAFFIC
VIRGINIA DEPARTMENT OF TRANSPORTATION
SPECIFICATION
REFERENCE
315
CHESTERFIELD COUNTY
TOP OF PIPE
jJ
DEPARTMENT OF PUBLIC
UTILITIES
02Z'23 __PER
EX. VENT TO BE
7
REPLACE THE TYPE I ITRENCH WIDTH
SELECT MATERIAL WITH 2113
NOTE1 ONLY ONE PER 48'
LOWERED AS SHOWN
REMOVARLF. CAP
DIAMETcER MANRCLE1.
BRL4N' C. _49TCHELL, P.E.
TAMPED TO 95% MAX, SPECIFICATION'.
THECRETICAL DENSITY, .MINIMUM TRENCH WIDTH TO
DROP MANHUE rROSS
AND
-AS NANUrACTUPED RY GPK
NOTE; CONTRACTOR MUST
SHALL HAVE STONE BEDDING AND
PRODUCTS, VNC. UR ARFRQ,`,,'ED 7Q.U4r
EX. GRADE
IS PROPERLY COMPACTED,
OF 12 INCHES AVUVE THE TOP QF
ESPECIALLY UNDER THE
PIPE,
HAUNCHES OF THE PIPE,
O
DETAIL
\41-1
AREAS)
NO SCALE
u
USE FLcXI.BLE RUBBER BOOT OR
APPROVED PVC MANHOLE ADAPTOR
J
L
AS MANUFACTURED BY T5PK PRODUCTS,
1.5' MIN
I F
INC° DR APPROVED EQUAL IN CORE
z:7 t,
OPENING,
S'TRAPS
—
T=
,11
771- 901' DEND
(A> ALL THRU PIPE SHALL BE FITTED WITH AN $DR 35 RV,C, REMOVABLE CAP WHICH SHALL BE HELD IN PLACE
D)Y THE INTERFERENCE (FRICTION) FIT BETWEEN THE PIPE AND CAP.
(B) A0LL CARS SHALL BE SECURED TO THE DROP FITTING WITH TWO <2) FEET [IF GALVANIZED CHAIN SECURED
W11TH TWO STEEL MACHINE SCREWS, NUTS AND WASHERS,
(Cl C SHIAMFER ON ALL PIPE SIZES 1*0 BE AT A 15 DEGREE ANGt_E.
(D) VIE16HT OF VERTICAL STACK WILL BE DETERMINED BY ENCANEOR, BUT WILL NOT BE. LESS THAN TWO FEET,
<E) DIROP STACK TO 13E 6! 13R 8- SDR 39 P.V.C. PIPE CONNECTED TO DROP FITTING WITH STANDARD GAOKETED
JOINT,
(F) WERTICAL STACK WILL BE STRAPPED TO MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS
S:TEEL OR APPROVED MATERIAL NGNCORRISIVE TO SEWER GASES.
(G) SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTON DISCHARGE POINT
T:O SPRING LINE OF MANHOLE INVERT.
(H) ElBOW AT BOTTOM OF THE STACK WILL BE A 90 DEGREE BEND POSITIONED IN THE DIRECTION OF THE FLOW
'IN MANHOLE WITH BENCH CONSTRUCTED TO C.ONFORM TO MANHOLE BENCH.
(1) MANHOLE OPENINC, TO BE CORED AS DESCRIBED IN PART III AND PART 1V OF THE LATEST COUNTY 'WATER
RIND SEWER SPEC IFICATIDNS,
<J> DIROP ' TACK SHALL NOT BE INSTALLED WITHIN 60 DEGREES OF THE: ACCESS STEPS,
(K) RNSIDE DROP CONNECTIONS MAY BE USED AS AN ALTERNATIVE TO EXTERIOR DROP CONNECTIONS UNDER
SPECIAL CIRCUMSTANCES, IE, BAD SOILS, HIGH WATER TABLE, UTILITY 'CONFLICTS, AND EXCESSIVE DEPTHS,
DATE: DRWG, NO.
JAN.. 1996
REVISIONS - STANDARD DROP CONNECTION (INSIDE) MAN -16
FEB- 2009
TRTATED
GROUND—/ 2 x 4
(MARKE I--,
$EWFR ':13E�RVICE LATERAL CCN INECTIOhl
T, S
F!',;. 5-
�
INRAL EEK FILL
SEE -.solIoN 620.W
VU0T $PMROATXsN
PROPOSM 4ffffnllt` PPE
CLASS A3
Ci:k&F0r CWLE
ROADWAY
C7
7%.
-Hf
qr_ 3F" i'w!,
25" MIN. TH3CLK.,',jLE"_ CA'AN6 li`4I)LATOR'>
Y 8 o t! D
C,P- RETE FILI
,1I D C A:.-,! I, I G Oi
2 11 f2 _7', OR 2 7' OR 8'_ 2' - G
- J
R
18' OjoHO Or D
wi�sli u'l xjl I
TI >E ED(' 01
Hui E: 1. S _fT,- ASiNG TO EXTEND TO BACK OF CURB, DITICIL SOEVVALK, ETC, OR A OF 5' �3EYOI,llf_', E
PAVEMENT, IS GREATER.
��EAi E,',,. USING A PULL - -,Dtl END SEAi GA5KET IN LIEU OF FiLl�
ENDS OF CASINEz, CAiN BE
"IDE
DLE
3PACER SHA -L. RE PLACED AT FHE -_-EN!TER.,f)0jj,IT 10F
S) ire E R
TYPICAL 'STEER,SLEEVE INSTALLATION.
UNDER ROADWAYS
FIG- `;-s
DETAIL FOR RELAYING PAVEMENT AT STOIRAGE_
FACILITY, FABRIC STORE AND CYPRESS DRIVE
WP -2 CROSSING AS WELL AS TY[NG NORTHSI.IDlLE_
CONNECTOR ROAD TO NORT11--ISIDE DRIVE AND
CYPRESS DRIVE EXISTING PAVEMENT
ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING
12"x EDGE OF EASING PAVEMENT
(AS DETERMINED IN FIELD)
TACK COAT THE PROPOSED ---- I
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
— — — — — — — — — —
EXISTING SUBBASE PROPOSED SUBBASE
— — — — — — — — — — — — — — — — — — — — — — — — — — —
COMPACTED SU8GRADE
CONSTRUCTION JOINT DETAIL
REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
PROPOSED MINIMUM 11/2 IN _E
CH THICK ASPHALT SURFACE COURSE C R (BE NOTE TE 5)
MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES:
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT FWOCEOUnES AND BE APPROVED BY 'THE ENGINEER.
2, THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL WET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING 'PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHAI-L BE TAXEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS Or EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.
4. THE ADJACENT 'TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE,
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER.
5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CR05S-StLOPE
AND EFFECTIVE SURFACE DRAINAGE.
6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE -'N SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALI- JOINTS
AT TIE -14 LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION .315-07(a) OF THE
SPECIFICATIONS,
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 3 REVISION DATE
303.02 1
ASPHALT PAVEMENT WIDENING
FOR WIDENING SUBJECT TO TRAFFIC
VIRGINIA DEPARTMENT OF TRANSPORTATION
SPECIFICATION
REFERENCE
315
14il.,
J;
(YUN)
(314N)
PfR�OPOOSED PPE
CONCRETE CRADLE DETAJL
NII)l, 'to SCALE
— $EWO
21 MIN
VENT OPENING
/13
TOP OF PIPE
jJ
rVDOOT #57
STN
MIN
02Z'23 __PER
EX. VENT TO BE
7
REPLACE THE TYPE I ITRENCH WIDTH
SELECT MATERIAL WITH 2113
LOWERED AS SHOWN
..'!K�LOWER
BRL4N' C. _49TCHELL, P.E.
TAMPED TO 95% MAX, SPECIFICATION'.
THECRETICAL DENSITY, .MINIMUM TRENCH WIDTH TO
AND
DEPTHS IN EXCESS OF 14 FEET
NOTE; CONTRACTOR MUST
SHALL HAVE STONE BEDDING AND
ENSURE THAT THE BACKFILL
EX. GRADE
IS PROPERLY COMPACTED,
OF 12 INCHES AVUVE THE TOP QF
ESPECIALLY UNDER THE
PIPE,
HAUNCHES OF THE PIPE,
O
DETAIL
(FOR SEWER LINE BENEATH PAVEMENT
AREAS)
NO SCALE
J
L
1.5' MIN
I F
I
CtASSZ A3 LOWER TOP TO
ELEV. 458.50
-PROPOSED
FINISHED GRADE-,-, �-
—
14il.,
J;
(YUN)
(314N)
PfR�OPOOSED PPE
CONCRETE CRADLE DETAJL
NII)l, 'to SCALE
— $EWO
21 MIN
VENT OPENING
/13
TOP OF PIPE
jJ
rVDOOT #57
STN
MIN
02Z'23 __PER
OF PIPE
7
REPLACE THE TYPE I ITRENCH WIDTH
SELECT MATERIAL WITH 2113
4' (6'A PER CITY
..'!K�LOWER
BRL4N' C. _49TCHELL, P.E.
TAMPED TO 95% MAX, SPECIFICATION'.
THECRETICAL DENSITY, .MINIMUM TRENCH WIDTH TO
AND
DEPTHS IN EXCESS OF 14 FEET
NOTE; CONTRACTOR MUST
SHALL HAVE STONE BEDDING AND
ENSURE THAT THE BACKFILL
BACKFILL MATERIAL TO A MINIMUM
IS PROPERLY COMPACTED,
OF 12 INCHES AVUVE THE TOP QF
ESPECIALLY UNDER THE
PIPE,
HAUNCHES OF THE PIPE,
FORCE MAIN & BACKFILL
DETAIL
(FOR SEWER LINE BENEATH PAVEMENT
AREAS)
NO SCALE
PIPE IF NEEDED
ADJUSTMENTS TO
AIR RELEASEIAIR VACUUM VALVE FOR FORCE MAIN
NOT TO SCALE
S' MIN
SPRING LINE
OF PIPE -
NO, 68 'STONE
3
REIAAIF4tNr, BACKPILL SHAUL
NOT C0t-.lTAiN ROCK MATERIAL
LARGER THAtl 5' IN ANY
DIMENSIDN
--It-iTfAL BACKFILLi
(6* LIFTS)
TIV-:)A0UQqLY COMPACTED
BY HAND OR APPROVED
MECHkNiCAL TAMPER
--- HAUNCHIW5
--- SEC OING 6' may
4' mIn
—POUNDATC,N (SHALL BE
REQUIRED tvHFN, $OIL
CONDITIONS ARE UIN5TABLE
'MALL PIPE)
NOT :
11 : OPEN CLOTS TEL PAVED AREAS WTH:11,4 EXISTIN* VOLT( RKN-ff - OF -'MAY SHALL BE
BACKFILIED ENTIRELY WITH NQ. 21A STONE.
2. FC DUCTILE IRON PIPE, THE BOTTOM OF THE TRENCH $HALL BE SCRAPEID
AND COMPACTED, AND ALL STONES REMOVED OR A 4' BEDDING OF, NO, 68
STONE SHALL BE PROVOED
3
-WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A kUNIMl.iNl 61
BEMING OF �.*T 6e STONE
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG, S-3
TD- 28
ASPHALT SURFACE -SEE PAVEMENT DETAIL
TRENCH BACKFILL
METERIAL BENEATH
PAVED AREAS IS TO BE
VDOT TYPE I SELECT'
MATERIAL UNLESS
SUITABLE10r,AL
MATERIAL IL_AE-ERQ_V_M
BYl HE CITY ENGINEER _EER
AND IS TO BE TAMPED
TD 95% THECRETICAL
DENSITY,
o
u
MIN. 0,1' )o uoj o0
-J D 0 0
TRENCH WIDTH
4" (6'o IN ROCK)A - PER CITY
SPECIFICATIONS
(MINIMUM TRENCH WIDTH TO NOTEt CONTRACTOR MUST
SUPPORT TRENCH BOX) ENSURE THAT THE BACKFILL
IS PROPERLY COMPACTED,
ESPECIALLY UNDER THE
HAUNCHES OF THE PIPE.
TRENCH BEDDING BACKFILL DETAIL
(FOR WATERLINE BENEATH PAVEMENT AREAS)
NO SCALE
ASPHALT SURFACE -SEE PAVEMENT DETAIL
TRENCH BACKFILL 1 = ==i I COMPACTION PER
IAL
BENE
-RATH PAVEII AREAS z4 TITBE C OUNTY
VD0T TYPE I SELECT
MATERIAL UULE_SS
�_UjTaLE.._Ur,AL
MATERIAL IS APPROVED
AND IS TO BE TAMPED
T 95% THECRETICAL
DENSITY,
MIN, 0,1'-0 (S I 000 ooc�-, 0
0 o 0 n 1 0
TRENCH WIDTHI
4" (6" IN ROCK)A - PER CITY
SPECIFICATIQNS
(MINIMUM TRENCH WIDTH TO NOM CONTRACTOR MUST
SUPPORT TRENCH BOX) ENSURE THAT THE BACKFILL
IS PROPERLY COMPACTED,
ESPECIALLY UNDER THE
HAUNCHES OF THE PIPE.
TRENCH BEDDING & BACKFILL DETAIL_
(FOR STORM SEWER PIPE BENEATH PAVEMENT AREAS)
NO SCALE
ASPHALT SURFACE -SEE PAVEMENT DETAIL
11--1 11.--I I I_—I i I__I I I , I I
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VATE ITEM
/13
TOP OF PIPE
jJ
rVDOOT #57
STN
DIAMETER
02Z'23 __PER
OF PIPE
05115114
REPLACE THE TYPE I ITRENCH WIDTH
SELECT MATERIAL WITH 2113
4' (6'A PER CITY
AGGREGATE BASE MATERIAL IN ROCK) IT
BRL4N' C. _49TCHELL, P.E.
TAMPED TO 95% MAX, SPECIFICATION'.
THECRETICAL DENSITY, .MINIMUM TRENCH WIDTH TO
NOTE=, SEWER LINE EXCAVATED TO SUPPORT TRENCH BOX)
DEPTHS IN EXCESS OF 14 FEET
NOTE; CONTRACTOR MUST
SHALL HAVE STONE BEDDING AND
ENSURE THAT THE BACKFILL
BACKFILL MATERIAL TO A MINIMUM
IS PROPERLY COMPACTED,
OF 12 INCHES AVUVE THE TOP QF
ESPECIALLY UNDER THE
PIPE,
HAUNCHES OF THE PIPE,
FORCE MAIN & BACKFILL
DETAIL
(FOR SEWER LINE BENEATH PAVEMENT
AREAS)
NO SCALE
0�
7
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/13
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01121113
PER ACS
02Z'23 __PER
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PER A CSA
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PROJECT AfANAGER
BRL4N' C. _49TCHELL, P.E.
41
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-TO UT 'ANb CONTRACOR 14-
�G- BAGtS 1-1
NARRATIVE
�TRU ION
CON, CT
YW�40E
R
BORE- -?IT
n LOWN
WITH TE FOL
L
PROJECT DESCRIPTION UNDERGROUND UTILITY LINES SHALL BE INSTALLED TNT ACCORDANCE TG
THIS PROJECT INVOLVES THE CONSTRUUf ION Of A SEWER EXTENSION PARALLEL, AND ACROS$ STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
ROUTE 29 TO THE NORTH POINTE DEVELOPMENT NO MORE THAN' 500 LINEAR FEET OF TRENCH MAY BE OPENED T ONE, TIMR
B, -D MATE PLACED ON THE UP RILL SIDE OF rRENCHES,
L M riri$l
EXCAVATE RIAL SHALL BE
'RS WH �D
D SF R XTEN `E AD, -NT PROPERTY OWNF, ICH �'WATERTNG OPERATIONS S ALL BE FILTL OR PASSE THROUGH AN
THE PROPOSE E, E TSION) WILL CROSS THRL TACL C. EFFLUENT FROM E H OFFSITF UTILITY EASEMENTS WILLBE PRIORTO COMMENCENIFNT OF APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN AMANNER THAT
�RQ� -HA 'D VIA SfLT FENCE AND -RELY AFFECT FLOWING STREA IS OR OFF-SITERROPE.RY,
CONSTRUCTION. L SION CONTROL FORTHE PROJECT WILL BE - NDLE DOES NOT
ADVE
)VORK, A PORTION OF LARRY HALLS 'ACCO1
lip
I;, RESTARMIZATION SRALL BE MPLISHED IN ACCORDANCE WITH TIJESF REGULATIONS.
-A SEDIMENT TRAP FORTHE OFF-SITE SEWER EXTENSION
'T SIDE GRAD A T F 7, L N, F. APLICABLE, SAFETY REGULATIONS SHALL E CO IPLI �,D
PROPERTY ONTHE EAS OF ROUTE 29 IS TO BE MASS F. 8 P kp 0 1 m SFWI R L E R TV r WITH
L, 'FENSION. PROE
L -DIME 'RES INSTALLED, MAINTAINED AND
AREA OF DISTURBANCE ASSOCIATED WIHTHIS PROJECT IS APPROKIMATELY±-417 AC, NT CONTROL ME ASU MUST BE
isTHE AL EROSION AD S),
'D GUIDELINES CONTAINED
REMOVED I N ACCORDACE WITH THE CRITERIA AN IN Tf IE
SITE CONDITIONS 'DITIONOFTHEVIROINTA EROSION &SEDIMENTCONITROLHA BOOK�
CURRENTL ND
-XISTING SITE CONSISTS Or WOODED AND PREVIOUSLY DEVELOPED� AREA ALONG ROUIE
SE Im C NR MFA URESAT
29AS WELL AS'WOODLD AND PREVIOUSLY AREA WBERETI-W, RTHSTDE DRIVE ALL DISTURED AREAS ARE TO DRAIN TO AN APPROVED D ENT 0 OL
C -r LAND ISTURBLqG ACIVITIES AND DURING SITE DEVELOPMENT UNTIL
ONN ,CTOR ROADWAY WILL BE CONSTRUCTED, ALL TIMES DURING
FINAL
STABILIZA11ON ISACHIFVh
'AS
ADJACENTARE
'R LIN 'RTY OWNERS WHICH OFFSITE, THE SFWE E NSION WILL CROSS Tf IREE ADJACENT PROPE, THE CONTRACTOR IS RESPONSIBLE FOR 1, E, INSTALLATION OF ANY ADDITIONAL EROS,10 N
'TION T _URE T 'A 'D Y
E A S EM EN TS WILL B E RE QU IRE D PRI OR TO COMENCE M ENT OF CONSTRIJ qW, CONTROLIM -AS S NEC SSARY TO PREVENT EROSION SEDIMENTATION B
NOT TO TRACK MUD AND DEBRIS ONTO ROUTE 29 AND WHEN THE ENVURONMENTAL ENGINEERING DEPARTMENU,
TRCTOR SHALL AK
CON T E CARE
A% FABRIC STORE PROPERTY IS AN OPFRATABLE BU 1E S AND SHOULD
ENSURE AT LEAST ONE ACCESS IS MAINTAINED TO THAT FACILITY PARKING LOT DURING TIME ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURE S SHALL BE REMOVED NVf THIN
SUN 8
BE NRETHATTHE
uk
-NO
OF CONSTRUCTION. 30 DAYS A�I, FER FINAL SITE STABILIZATION OR AFTERTIiETEMPORARY MEASUREISARE
E RE X, 0 1
LONGER NEEDED, UNLESS OTHERWISE AUTTIORIZ D BY T 1L(. 'AL PRO RAN
SOILS ADINISTRATOR. TRAPPED SFI)DAENTND THE DISTURBED SOIL AREAS RESULTING FROM
B A, WIT 0 r S ABILIZE TO
THE SITE IS CHARACTERIZED Y A LO, M CLAY 11 HARDPAN AND ROCK L CAT-DATDEEPER
THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY, T D
"PTHS. PREVENT FURT14ER EROSION AND SEDIMENTATION.
CRITICAL AREAS
'THE SEWER LINE EXTENSION WILL RUN PARALLEL TO ROUTE 29 RIGHT OF W, Y D THE
A, AN
TCTION SEQUENCE TOR E
CONSTRU AS FOLLOWS
CONTRACTOR SHOUTLD TAKE CAREA'0 HAVE 811 PENCE ON DOWNSLORF ARE'AS TO ENSURE
isSEDIMENT DOES NOTENTER T11E. ROP D RIGHT OF WAYi
t LREADY ISSUED THE OWNE MUST NOTIFYHELREMARLE COUNTY E&S
.. .. ....... . .
-SITE -CONS UCTIOMEETINGFORTHE. A
'F "TABILIZATIONT,
1. IF NOT A
INSPECTOR TO SCI AN ON PRE TR ISSUANCE OF
fST
N�
iPETUNIA NTS
LAND DISTURBA, E PERMIT. THE CERTIFIED RESPONSIBLEAND DIFFURBER (CRLD) MU
THE CONTRACTORHLL PROVIDE GRASS STABILIZATION ON ALL DENLEDEDAREAS PRIOR TO
-CON
------ ...... ...
'MATTI G SB L BE
'THE N AL ATTEND THE PRE NSTRUCTION MEETING.
TURNOVER Of PROJECTTOTHEDE OPER. SEED AND/OR EC� _N
-1E CONTRACTOR SHALLINSTALLPERIMETER SILT FET CE PRIOR TO CLEARING OFTHE
2, Tf
. .... ... ..
APPLIED AS DICTATED ON THE EROION CONTROL PLANS AND IN CONFORMANCE WITH THE
PROPOSED DISTURBED AREA.
CONTROL, HANDBOOK
.... .........
E LARR HALL!
'TRACTOR SHALL INSTALL A CONSTRUCTION _'NTRANICE ON Y S
3. THE CON
PROPERTY ON THE LAST SIDE OF ROUTE 1-9.
VIRGINIA EROSION AND SEDIMEN
NS
STORMWAER RUNOFF CONSIDERATIO1
4. THE CONTIR ACTOR SHALL DEMOLISH. T14F EXISTING SINGLE FAMILY RESIDENCE ON LARRY
STORMWATER RUNOFF FOR THE PROPOSED SEWER EXTENSION WILL RENIAIN UNCIIANGED
ROUTE E RI
'TER THE HALL'S PROPERTY ONTHE EAT SIDE OF 29 AND REMOVE D B S.
AP PROJECT IS COMPLETED.
i>
5, THE CONTRACT TE
. ... ... .. OR SHALL INSTALL, SEDIMENT TRA I ON LARRY HALL'S PROPERTY ON E
MAINTENANCE FAST SIDE OF ROUTE219 AND GRADE THE PROPERTY TOTLHE FINISH GRADES SHOWN ON TTIE
-PLAN SHEET,
. ..... GRADING
ED
!'IN TALL? ALL, IN GENERAL, ALI, EROSION AND SEDIMENT CONTROLMEASURES WILL C14EC KED D AILY AND
ORM SE t8E
N
6. THE CONTRACTOR SHALL BEGIN GRAVITY SAITARY SEWER INSTALLATION BY TYING INTO
TRE EXISTING GRAVITY SEATER PIPE ST UB LOCATED AT THE NORTHERN END OF THE PROJECT
WF
M THAT POINT SOUIHWAD W1I H SANITARY SEWER INSTALLATTON.
606034t AFTE k EACH SIGNIFICANT RAINFALL.
PROPER
ty, o,,pLAN`,-
J
'0201
AND COMMENCE FRO.
---- --- PIOR TOANY NSTRUCTION WITHIN ANY EXITIN
GHT-OF-WAY A PERT IT SHALL BE
7.HE CONTRACTORSRALL TAKE CARE WHEN INSTALL ING THE SANITARY SEWERATTHE
F -ANSPORTATIONT (VDOT) S PLAN AS
OBTAINED FROM TIIE VIRGINIA DEPARTMENT 0 TR
0 THE COM4WRC
Till
FABRIC STORE PROPERTY TO ENSURE AT LEAST ONR.ACCESS POINT T LA.L
DRA'WN MAY NOT ACCURATELY REFLECT'ME REQUIREMENTS OF THE PFRY11T. WHERE ANY
ON T T PROP TY�
E
iPA TE REQUIREMENTS OFI-I PERMIT SHALL OVERN.
PROPERTY IS MAINTAINED THROUGHOUT CON aA Ea
DISCRE NCIE OCCUR T1
.. . ... ....
8, THE CONTRACTOR SHALL, CONTINUEANITARY SEWER IN SALLATION TO THE POINT THAT
-AN r N
THE BORE ACROSS ROUTE 29 MAY BE ACCOMPLISHED. A BORE I D REEIVING PIT ARE
�'CONSIRUCTIQN PLANSANDTIUS, CROSSING SHALL BE COORDINAT D W
SEA411VOLE 7RAIL U. ROWE 29 THE, CONTRACTOR NO'IU!TT1E DEPARTMENT OF COMMUITY DEVELOPMEt T (296-5832) 48
SHOWN ON THE N B ITH
(RIGHT Of_ WA Y WID TH VARIE,5) VDOT AND APPLICABLE, UTILITIES THAT WILL BE CROSSED WHEN THE BORE IS PERFORMED.
HOURS IN ADVANCE OF THE START OF CONSTRUCTION
. ....... PERANE NT OR TEMPORARY SOf L STABILIZATION SHALL BE APPLIED TO DE NUDED ARE AS
9. INSTALLHE RENLARNTING GRAVITY SANITARY SEWER SYSTEM TO THE NOR:rH POINTE,
7H \HA PF
WITHIN SEVEN DAYS AFTER FINAL GRADE IS RECHED ON ANY PORTION OF ITIE SITE,
... ..... PROPERTY ANDETHE LAST MANHOLE SRUCTURF AS SHOWN 04N THE PLANS.
R
p
L vov1bto6841_
RY
10. UPON COMPLETION OF THE GRAVITY SANITARY SEWER SYSTEM THECONTRACTOR IS
RESPONSIBLE FOR SEEDING AND ESTABLISHING VEGETATIVE COVER F RHED, D
'VHATt\4AYNUfl3EATFfNALGRADP�BLI�-rWIL1,R AINDOF 1ANT(UNDISTU, ED)F RONGER
TMPORA
D WITHIN SEV �,N DAYS TOD �N EDAEAS
BE APPLW_
G F FNUDE
EM N R13 0
AREA SUFFICIENT TO OBTAIN ALBEMARLE COUNTY RELEASE OFTHE EROSION CONTROL
THAN30DAYS, PFR'tqANENTSTABILF/Al.'IONSHAJI,BEAPP 1EDT)A F T A -TOBE
S HAT RE
-V DORMANT FOP, MOREHAN ONEYEAR,
BOND.
W, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
_WHFRE CONSIRUCTIOVHICE ACCESS ROUTES INTERSECT PAVED PUBLICROADS, AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSAIV�(REPAIRS ORCLEANUP
PROVISIONS SHALL BE MADE TOIN11MIZE THETRANSPORT OF SEDIMENT BY (VEHICULAR) TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BEMADE
TRACTING ONTO THE PAVED SURF ACE. WHERE SEDIMENT IS- TRANSPORTED ONTO A PUBLIC IMLRDIATELY,
ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. I L ALL DISTURBED AREAS ARE TO DRAINTTO AN APPROVED SEDIMENT CONTROL MEASURES
SEDIMENT SHALL BE REMOVE I D FROMTHE ROADS BY SHOVELING OR SWEEPING AND AT ALLTIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT
TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SILALL BE UNTIL FINAL STABILIZATION IS ACHIEVED.
ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANTNER. 12. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION' OF ANY ADDITIONAL EROSION
CONTROL MEASURES NECESSARYTOPREVENT EROSION SEDIMENTATION AS DETERMINED
TEMPORARY CONSTRUCTION' ENTRANCE IS REQUIRED FOR THIS SITE, "A IMINIMUM WATER TAP BYHE DEPARTMENT OF COMMUNITY DEVELOPMENT,
OF I" MUST E INSTALLED WITH A MINIMUM I" BALLCOCK. SHUTOFF VALVE SUPPLYING A WASH 11 ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED
HOSE WITH A DIAMETER OF 1.5'� FOR ADFQUATE CONSTNT PRESSURE. WASH WMER ImUST BE WITHIN 30DAYS AFTER FINAL SITE STABILIZATION OR AFR'rkrrT_E`v1PORARY IMEAStiRES
I CWJED AWAY FROM THE ENTRANCE, TO AN APPROVED SETTLING AREA To REmovE ARE, NO LONGER NEEDED, 13NLF-SS OTHERWISE AUTI [OR1ZED B THE LOCAL PROGRAM
SEDIMENT, LL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORLM DRAINS, DFrCIAES OR ADMINISTRATOR. TRAPPED. SEDIMENT AND THE DISTURBEDOIL ARA RESULTING FROM
THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLYTABILIZED TO
WATER COURSES." PREVENTF I URT14ER EROS . ION AND SEDIMENTATION.
STANDARD & SPEC. 3,02 19 ADEQUATE DUETWITIE LACK OF AVAILABLE -WATER TO THE SITE.
SHOULD TEE TEMPORARY CONSTRUCTION ENTRANCE NOT BE MAINTAINED PROPERLY OR AN PERMANENT STABILIZAT IONf
EXCESSIVE AMOUNT OF SOIL FOUND TRACKED ONTO THE PUBLIC ROADWAY, THEN A PAVED THE CONTRACTORHALL PROVIDE GRASS STABILIZATION ON ALL DE-NUDED AREAS PRIOR TO
CONSTRUCTION ENTRANCE, WATER TANKER TRUCK WITH 2 PRESSURE WASHERS AND A
TURNOVER OFTHE PROJECT TO THE DEVELOPER. SEED SHAJL BE APPLIED AS DICTATED IN
SETTLING AREA MAY BE REQUIRED BY THE VSMP PROGRAM ADMINISTRATOR.
THE VIRGINL-k EROSION AND SEDLMENTCONTROL HANDBOOK
SILT FENCE S171ALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY
DURING PROLONGED RAINFALL, ANY REQUIRED REPAIRS SHALL BE MAD)L IMMEDIATELY.
'i Y IME
SEDIMENTI)EPOSIT SHOULD BE REMOVEDAFTER P, kCH STORM EVENT. AN SED NT
DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE
DRESSED TO CONFORM'WITHTHE EISTING GRADE, PREPARED AND SEEDED,
if HE SEDIMENT TRAP WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGRNIA GRAPHIC SCALE
EROSION AND SEDIMENT CONTROL HANDBOOK.
THE GRAVEL OUTLET WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL
PREVEWF PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMET, THE GRAVEL WILL BE
REMOVEDAND CLEANED, OR IT WILL BE REPLACED,
IN FEET
THE ALBEMARLE COUNTY E&S INSPECTOR MAY REQUIREADD[TIONAL EROSION AND SEDIMENT I inch = 50 ft.
CONTROLMEASURES AS NECESSARY AND FIELD CONDITIONS DICTATE.
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PROJECTAIANAGER '\100
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CHECKED BY
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5-+ ' Uhr A TW C T ON ENTRANCE N C N, UCT rr AT OF A S. ENCS �PIPE OUTLET CONI)ITIONS TABLE 3.31-C
ITHOU WIRE P R� TEMPORARY SEEDINQ PLANT MATERIALS, SEEDING RATES AND DATES CQ
tCF' �€t?d. F Ia71NG 3. SET � STAKES. EXCAVATE ?� 4"X 4" 'RENO
..{. A J' P,�v � U SLOPE ALONG `H � OF € SEEDING DATE NCRTI-lb SCUT ib
,t aAn# gib_._. _ PLANT �
! i SPECIES a c
s°€>Ax. � asses P�X � �� ....---� �/� �,�� ��`,� �/�� �/� �/� CIARACT#;~R,STIC.�
h. - n cctzarva�T rc���> azar Acta�1Q3C ft2 to tam t8
ziLifi#{ GLG7rt R OUKAME' BERM � � �c
ulN, # Al rct�Tra�t ) �� '��, � .,� �� ��€o� �s �- � � _ _ � _ �,�c� �%� � ��/� a fist � Jt �� ��5
} y ^� � — PIPE aara T TO T � — _ _ � � .g. N ble).
X �9� i F a"a i G _ � ski- - _ _ __ AREA WITH iii? 1}k'I`1Pi'E+;i7 OATS � v 3 h€s. {up to it�0 ibs.r 2 ids. X X Use spring varieties (e.g, Noble).
CQ
E El- � °� � � "' s 24d �i. ��" j _. CHANNEL (4vena sativo) not less than '50 ib&)
d,ii ; !� ULAN VCI'
FIXISTIING agQ-11ND �s - � I.� 1.-_A FAY `� . 2 bu. (ug to 110 )be., 2,5 lbs. � X - x X k Ilse for scats fait se edinga„ w nter
'
Craver, tolerates cold and #caw
` 7c3 ' /jt �' ��r'
PROVIDE opt (Secete ce€eeste r€at Less than 5t3 #&s.)
...j -...N � i� ,� � �``� , _ { z t>a�StsN " ST.AtDAW nAt a D ' Gly �.. - I � _ moisture.
e .'� i f '�
dsta" i X Y ' " a . �, GERMAN RYEGRASS 50 lbs. sapprrax 1 ibs_ X 3f frost, season af�tded t2ssu at first � a�
fl SHRAC � 111 t. {Setaria italica) _ mixes. May be added res summer
{ 4' 7, �
c tw
60 tbs, 1 X fibs. -- y t
_.•.-? w._.,_ 'A 40 ACS aT? C�� i_. x Y X A4ta be added, in mixes. Vali
p ANI t AL RYEGRASS �s
i S`�'����`� rttAva out of most stands.
TO
h r El�t3N VIEW SECTION A- A M ct, W xs'r IN a -s°, Rmu3mm FOR a� � (Laadum multi iiarum)
f S3 SS A)3kTi� x.'13 SR) _ �� _ -
PA# ANT IT INTO THE 'TRENCH, � S YZ ozs, _ P Y
n � 1a tbs, X X waf•;n seasarr e€'rzetetigt< rx ^C
NOTZ: M' MAY a CONTROLLUD AT a€ra'r. 9 UPLAND a�oa DWO, WEEPING bunch Tolerates hast, dry slopes � �^
LOVEGRASS and acid, infertile soils, May be
'tom. CREATE PROBUM (Era�trostis curvufa) added to mixes. »�€ ,
Sd (mm. X X - E Warm s I n u 1 uene, � �,
o KOREAN 25 lbs. approx. 1 3rz lbs, X X s carona a n ca t.g
LU
V f ina CFffGE ICS`9fIN.t 4
Tolerates acii wits., May be
Uj
errs AGO, ' 7� a PIN 0 1NfCr�. g
r-` LESPEDE t� c1c#deel to mixes. _
Uj
� �..." �`" � ## � ^'n ''. _ ¢lo (i.esEsec3ezct stipulacea)
Off• teGR Ss +�ii`D rm E`;3 PLAN VIEW � �� � saw— `. n� ��� a Northern Piedmont and Mountain region. See Plate :3.221 and 3.22--2. � � �
nP PArfra,a Ne� r s~_...�' (asa t�a3 : � _ ._. b Southern Piernont sand Coastal Plaits. �
PLO �F--
---
� �. 2�LAPt �,' ° May be used as a cover crap with spring seeding.
_
;6"+s" a May be used as a cover crop with fall .seeding.
1
MIN. " ` p��@7 '$ x May be platted between these dates,
<
13*
SHEE' FLOW ; S`�A LATIO 4 X - May apt be planted. between these dates.
j 13* MIN. (PERSPECTIVE VIELz W)
jSJ�($j
•{ ..fig € i� SOURCE: 'Y"af1 l�S�i ...,_......_.,.....__..._.....m»......_._»......,.� � ��
t=ai T, -R CLOTH _� SECTION '"�'.ii j -A
' �Ei3'i1CB2i �: �- a� SECTION .A €rxT><R rs.€aTiY a� art s" -a": axasc�a tux � �x -_._w___�....w.....�...�...� _ 2
NMFS-. I. APRON LINMG :r B4 atom, GROUTED �> GAMO r (Revised dunes 2003)
SASM_ m - OR CONCR M— I
a La IS TM LMM OF 'a RIPRAP APRON ns�T SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA �
x 3. d 1 S TIM M T3 AND 'UM'=jam ni "r , BUT NOT � SEED' [ 7 _ �
�: d s 1: . , s f• ¢# a. �, , $ L THAN 6 INCHES. SEED 1 AB
rte PLATE3..15-1 Sti�sroe: 'ia.0 Fie€ie 3,18 -1 �+
LAND USE SPECIES APPLICATION PER ACRE
€ r r M#ra'srnurn Care lawn as
611�7�
HIGHER `A .POINT � Tall Fescue? 35�-�100%
a COrnrnercitl# or Residential Perennial Ryegross €1-5%
f fa af,: n "-ONCREJE r OWIN SPACE � ELEVATION) Kentucky Bluegrossl 0-••d% �i
'TOTAL: 175-200 lbs
� ; Adapted raaai i � �Yk My Pi ". 3.{ a
_ 1 i' Malntenca r_e Lawn Toll Fescuel TOTAL: 200} 250 tbs.
SONWE, AW -0 tali; 48, , �#IIi ailnkrds a`qr H eto Ion � ed`r nt ,ontrct> and i1a, o" � O "52-t
F Tall Fescue 128 lbs. 'Ise
i General Sloe 3,1 or less Red To Cres car Creeping Red Fescue �
� p � g 2 fibs.
SIL T . EWCE . OP INLET � � - p ( Seasonal Nurse Cr€ap2 20 lbs E
T 1 1 -0 -JR -4 � SEDIMENT A � �, SILT FENCE CUL V�. R- y 8E EXAMPLE .SAN VIEWS TOTAL. 155 Ibs>
R� PROTECTION BAFFLE FLE TIONS IN Tall Fescue' 108 fibs.
It 1Y t 4raR, a <r FFiz� ze La � �#a:nceriasace _S(ge j Red Top Cross or Creeping Rea ;Fescue 2 fibs.
__ i 477 GRA � SEDIMENT SIN Stee er than 3.1 ( Seasonal Nurse Crop2 # 2C lbs. ALT �#
_� ENDVMLL # ( CrownvetcO 20 lbs. '
CiRfGINAL
VARIABLE
tatiOUN -_ # i " � x �' *� �� 1t31AL. 150 tbs. s
I" D f #herr selecting vaeitie of tu€ f€rass, use the Virginia Drop Improvement
a ( CULVERT INFLOW � � �� .� Association (VCIA) recommended turfgross variety list. Quality seers will bear a �
' C61, 'M./ACRE VARM _ _W_ __ _. _ �_ _ _ ` RISER labler indicating haat they are approved by VCIA. A current turgfgross variety list l"T��4 , ISI CHELL
is available at the local County Extenstion office or through VCIA at Lic. No, 035724
804--746-4884 or at htt su ' .cses. t.edu tat I urf t rf ic�a E n t
....___. 1 - - ca eco L = TOTAL DISTANCE FROM a 2 - Use seasonal nurse crop in accordance with seeding dates as stated below. �� �
667 CV. 'D./ACRE - e cr NORMAL POOL � •....�, THE POINT OF INFLOW �� iii
February 16th through April Annual Rye � Cs.
`�` MAX, ; � � �;.�...�. .ar eorrr�E€as
�,. THEAROQNDRIS ii^lE BAFFLE TO May 1st through August 15th ,.....,,.>,..,..>.............. .... Foxtsail Millet � fs�NAL��_
'iNK r�isL"Et,
Cala 0lna August 16th through October Annual Rye
GROUND
...<--......................... ...........
� � aaoR�aAL. rocs November through February 15th ., .hinter Rye
'` ��"EIV—F VIEWS
a
�' 3 - Substitute Sericeo les edezo for Crownvetch east of Forrnvi#le, Va. Ma
*SEE 1"TE 3,13.....1 COARSE N�E re, GLASS 1 RIP D/2
w � � (May
` of2 L RISER through September use hulled Sericea, call other periods, use unhulled ericea), �a
§{ sTE - --«- ray' of Fft.t, as --
I -
if Flatpea is used increase rate to 30 lbs./gere. If Weeping, Lovegrass is used,
a
.� include in an, slope of low maintenance mixture ruing wormer seeding periods,
FAMC — d SILT FENCE ----r.= . a � � ._,1 ... increase to 3(O ��} s
DIS, TANGE IS 6' MINIr Ubf 1F FLOW
IS 'Te�l1'AFZ#i EA�PANKhiF_NT .. �""""
�. _ 41
t ; �41
#' :tom: � SOtt�%�v Vel €�SWdC -}-+
FLOW NORMAL POOL RISER liSfLftw
A
sF .: ' .<� ±?Y' :Jr,. ikA� i;pykzi;f'.5. _ r• �wc`� Ii1�VY/fTt ..w"'�f 'w ..v..WF4'� �}
r�
µ,. i � 1 a aI_ - �'� IVA S� 0E AN� O
FA6RIC ORIENTATION DETAIL A
^L 1 /®! 2�€
0
"THIS M0HOD OF AILET PROTECTION IS APPLK,AB F WHERE THE FLOW * ` INFLOW 1 2
INLET DRAINS A RELATIVELY r l AT AREA {SLOPE 1�'ti Gi�6!€s l� 19
£ Af WHERE f Tt INLE, i t?Fa' C3 7iif?t�lf FLf7E a NOT
- SHEETS OF 4' X S` X 1/2' EXTERIQR -
'C�,E`G1NG 1 C.FS.) ARE TYPICAL THEMETHOD SHALL NOT PLYWOOD OR EOUNAI.ENT � 6
PAI 'u, ,;APPLY TO INLETS RECrE!VING �:€~NC 'lia T� FLOWS, SUCH AS � q
N STREET
ET ,. R i ( )H;�)�[.�, ygE•�` IA g•, ...._........�_.....-_. f ........_...... SER ORM ELEVATION
0
IN `v'i flG.i iJTI (�i17�`+`.'7£ [4YL[JJA'4}aS, ,p/ 3 F 5 ( �tu•it 4}i»` i•�•^'rrT=°4lt'£
€ r f v i l tl to VUi7T 3> 357 5, 88 OR 57 COARSE AGGREGATE CLASS ( RIPfUai' # i
� t H i'OSia MIN, aril€ 4" SQUARE
{N q St}?IR Na a, sf p To REPLACE sid FENCE im " HoRsEsHoE wf E:N ? i l OR 5" (20tiNt?, SE7 AT
itis Y 98�° {SLATE .til- f HIGH VELOCtiY OF FLOW IS EXPFMD - - LEAST 3 INTO THE GROUND.
i a SOURCE. ACIAF�T�f� stucco t t7C�T Standard Sff ��ts arld �r�. t�Sl'IC PLATE 13.08-1
# .{ a x "i' € Cx SOURCE» USDA -SCS PLATE, 3.14-�6
a s f i r€ zL WIDTH -� t i a'
6-4
C
-ELAN 0
tNE K
.s
{ CFP
-1 'E RE VISIONS
DATE ITEM
��' a t�xf ufn watea° lata a l ).;Must e ; i�trrile(� 7 13111)numl zt 1 alis' }�allct�V 1 PER G"fil�ii�E1� TS
Os,--f01'��i0 a te:
PER t? ��E�1'
a ttroti � tar :z�z{ish afo.linut11e;rta ecA � j lia ttt a lea
2 24 14
jq�jr over,`-qetfltaa-, li'e�l q a 4,1i:) � ;�erfflt: 1l
:aa
as
PAVEO. WASH.. RACK
SCALE
DATE
07120/1
SCALE
N. T S.
�.a�'fi�JECT .a� wry �� '�s
0
—
2007010
�C:::I�H
Q �
PRCpmD
MEASUfRES TO ASq_JRE THE BASIN SHOWN ON-'
OF M,/H� aU
_fiING'd0NSTRU0
W/ SLATS
N LINK FENCE _DSTONE
rm CONTRACTOR' VVIII TAKE NECESSARY 61 CHAIN ASP44ALT SECTION
FPROTIfCT TH WTTER MAW
RE -7E !NAL FOR IN, To BE,
v IT KM�Nj
PMAINS 03 STORM EIFENn
m A]
'R VALL NOT BE I N SEE TREE
'E CHANGES TO THE REPLACEMENT . ... ...
AND 114E BASIN 9-00 L" SM95A ASPHALT
ss
A CONCRETE CRADLE MAY BE REQUIRED
DISTURBED NOR AR e 4 PLAN EXISTING
OSED NTH, THIS STORAGE
'OJECT e BUILDING
EXISIING SASN PRO, EX,- FH, - WHERE THE SANITARY SEWER CROSSES A SHEET C-0
STORM SEWER PIPE AT VDOT AND THE ACSA
PR
T
A INSPECTOR'S DISCREflON TO PREVEN 'N'
10' DRIVE LANE:
SAGGING OF THE STORM SEWER PIPE,
P11 wv, TM BE MAINTAINED
f
o
SEE DETAIL ON SHEET C-2 (IF NEEDED).
'N �67/35
- - ------ -_-
uIll
3 00; at
r- 115938
_59�8 7�5
WILFORD N HERNDON,
TRENCH
<
604 PG. 16
INSTALLATION & CARO D� 41ERNC
'SEE INSET 1
SANITARY SEWER
H T
31�2 0
A.
WU TA KE PROPOSED NaT T13 SCALE
"M
THE CONTRAC7m
PLAT. D.B,I 5-9-3_?G,-
'AT LEFT:
-00,--, �,'l
SANITARY
.. .... . .......
SEWER
THE RWWNS'
A . .....
INSET 2 SCALE:1 =30'
ERA
770NAL FOR STORM EVEN7S
#03200- . ...... ..
DISTURBED NOR ARE CHANGES TO ND W BASIN FLOOR WU NOT BE
A
C. RAVBEARD,
C RAY kA 'IS77NO BASIN PROPOSED WTH
TR
PG. 541
'P 626l THIS PROJECT
616 `1P.U§TE.'E Of: RD LIVING ds THE E^
D.B. 1657,,,/ TR40
DED
-PLAT:
E
S E f"NSET 2
R, A FE" A
LOT
N N A
OF PROP0SED NT POLE TA- 1�11 79.06
35+89.63
D
OR T COOR INATE T�
_f, --4,67 4.
. .. ... ... T
CO TR
6187
XISIING CONDFUD.,,
'OTA:
CUT AND�,- INSETS
-B�_ PPEN
-ASJN' ERT r,R M A� F
E op�r=
-RECOMM N
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S7 _RM�, Oktb TO AQ
_T_
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"BE-- R
---------- OF du -y. _WRE WITH
BELOW
E SCALE.
INSET 1
LE'AS W AN. SERMCE
'ON7RACTOR TO MA
5.55
86758
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... . ... .....
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F.A`REPLA
BE REMOVb,,( t_&�-INSTALLED'% (Nli� CCORDANP TO REMAIN
_F VWTH
WITH
tCOt4*AcTo-.-TO COORDINATE—
-CEDAR-Hj1mwr REC FOR INSTALLATION OF A
VARIABLE NDTH--J ASPHALT &I"PEMOVE EVS-TING
BUTT
3TORAGE ... ....... EASEMEW
... .. ... ... STPUXITON . ........ AkIEHO SE -R
ONTRACTq 9, RLACE�VUga-'_
&
WN14 DISTURBANCE THROUGH
M7LITY OP PATOR,!�IAND
000 TE $AN1TA#Y SO, #�E A L T, FiFNCE AFTER
k I I, 10,,STORE PROPERTY.
RDINA _N
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AL
All ... ....... ...
EX R W,:�'4 WA AERL I OUTE .29 CONS77? C770A A A�S
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RE PR
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THE XTE, OM 7HE 7?,r IN
(PWHT OF X Y WD TH VARIES)
17 5 1
N .......... . ..... ............
CONSTRUC770M UPON WW� FA�RIC STORE—
.... . ...
... . ....... p
PROf,�WfY
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PG� 187
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LAINERL
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GRAPHIC SCALE
so 0 25 50 100
. . . . . . . . ......................
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IN FEET
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GRAPHIC SCALE
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..........
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(�It,107113
PER C004r5N 7S
01121113
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PER COMAJENT13
02124114
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051151,4114
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GRAPHIC SCALE
so 0 25 50 100
. . . . . . . . ......................
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IN FEET
I inch = 50 ftl
GRAPHIC SCALE
0 IS 30 60
..........
L_w_
IN FEET
1. inch = 50 ft.,
po�T H
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BRIA C, MI CHELL
Lic, No, 035724
2
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PER REWEW L470 / �C�SA
BRL4N C. JffTCHELL, P.E.
DA TE
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SCALE
AS SHOWN
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BRL4N C. JffTCHELL, P.E.
PR OJ. #
20070105
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#03200--00-00-006AO
UNIVERSITY OF VIRGINIA FOUNDATION
1)3� 2712, PG. 325 \V
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2712, PG. 325 .. ..... ...
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N
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OU
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L E G - END
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FINISHED GRADE AT C/ L
EXIST GROUND AT C�
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L jai L
420 . .....
CONTRACTOR IS TO
EXISTING PIPES, STRI
IN5TALLATION OF �A
415
410
mg
H0141
395
390
NS19
380
375
1
*CONTRACTORJO BLOCK THE
THE MANHOLE, AND CUT AN
SANITARY SEWER PIPE TO DIN
THROUGH THEI 18* PIPE. THE
BE ABANDONED USING FLOWA
nJRES AND
ARY SEWEF
OPENING INSIDE
ONG AT THE'18*
THE FLOW
SEWER PIPE IS TO
FILJ_
LIZI
LOCATION OFi Ek F,O.
UTILITY LINE
APPROXIMATE LOCATION
OF.' EX. 12" DI
:IMATE LOCATION OF
SEWER
MATE LOCA�_OON OF
IS TO CONFIRM TH
40* f%1 010V LJA,."0 MCM1
PRIOR i TO
;s
v
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PIPE PRIOR TO THE ADJUSTMENT
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PLANT SCHEDULE
SYMBOL
TOTAL
MW
ABBR,
... . .. .....
BOTANICAL NAME
COMMON NAME
SIZE
CALIPER HEIGHT SPREAD.
MATURE SIZP'
HEIGHT READ
sp—
SPEC.
REMARKS
3
QP
Quercus Palustris
PIN OAK
3.5
(Min,)
N/A
N/A
60'-70'
--
2545'
B&B
Medium Deciduous
3
P n
Pistalcia chinensis
CHINESE PISTACHE
3.5"
(Min.)
N/A
N/A
50'-60'
2G'---30'
B&B
Medium Deciduous
7771�
1
NS
Nyssa sylvatica
BLACK TUPELO
3.5"
(Min.)
N/A
N/A
65'-85'
20 —30'
B&B
Medium Deciduous
n.
3
PO
Platanus occidentalis
SYCAMORE
3.5"
(Min.)
N/A
N/A
75-90'
60'-70'
B&B
Large Deciduous
7
ic
Jurflperus chinesis hetzii
CHINESE JUNIPER
N/A
N/A
N/A
5'
CONT.
Evergreen Shrub
7
VP
Viburrum x pregense
PRAGUE VIBURNUM
N/A
N./A
N/A
8
CONT.
Evergreen Shrub
Je�
5
M.0
Myrica cerifera
WAX MYRTLE
N/A
N/A
N/A
10'
CONT.
Shrub
11
IV
Hex wornitorla
YAUPON HOLLY
N/A
N/A
N/A 3
8
CONT.
Shrub
Q
I;
BRIAN C MlfrCHELI
Lic, No, 035724
% 0611612016,�
f2
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4-
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.SATE ITEM
QV07 IE R COMMEN TS
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021-9511,3 PER COUMEN TS
DAT
07120112
30,
PROJECT AL41VAGER
BRUN C, MITCHELL, P.E..
CHE' CKED BY
PROJ.j
20070105
�_��SHJ�SKET
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