HomeMy WebLinkAbout24-08 Shockey's - Concrete Batch Plant - Stonewall - Backfile (2)LINE TABLE
LINE
LENGTH
BEARING
L1
11,99'
S12*16'13"W
L2
20,80'
S2429'57"W
L3
13.64'
S 12'56'52"W
L4
6,80'
S60'49'47"E
L5
28.02'
N83'04'00"E
L6
21,84'
S49'04'34"E
L7
22,85'
S16'53'53"W
L8
23.95'
S44`48'56"W
L9
25,75'
S25'05'33"W
L10
23,42'
S29'46'01 "E
L1 1
19.86'
S47'33'51 "E
L12
7.48'
S30'01'46"W
L13
15,64'
S47'31'05"W
L14
34,12'
S63' 19'31 "W
L15
26.19'
S25'31'22"W
L16
35,92'
S69'00'42"W
L17
10.27'
S33'04'19"W
L18
17,04'
S 13' 14'05"E
L19
19,20'
S47'5543"E
L20
19.12'
S61'22'38"E
L21
9.11'
S52'19'44"E
L22
42,53'
S09'4834"E
L23
35,74'
S02'34'48"W
L24
29,29'
S5V19'36"E
L25
13,58'
SO1'50'01 "E
L26
45,60'
S31'57'57"W
L27
44,70'
S 12' 1826"W
L28
36.34'
S 17'49' 1 1 "W
L29
37.07'
S 1 1'46'57"W
L30
17.74'
S08'56'27"E
L31
44. 51 '
SOO' 15'37"W
L32
39.44'
S27' 1 1 '20'W
L33
31,04'
S 12' 13'55"E
L34
28.39'
S32' 15'24"E
55)�
7
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OWWNER: LOBAL STO E - CHEMSTONE coV 7
1 ! r USE: QUAR Y 5' ICONC
/
, ( ' , / ZONE, E I
1 , I TAX MAP #; 44' -144 I wl
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A
PATTON, MARTIN AND ASSOCIATES, P.L.C.
1831 PLAZA DRIVE
WINCHESTER, VIRGINIA 22601
(640) 723-0545 FAX (540) 723-0547
WWW.PATTONMARTIN.COM
j�\ \ �� ��� /� GENERAL NOTES
" • \ \� \1. THIS REVISED SITE PLAN IS FOR THE CONSTRUCTION OF A NEW OFFICE/LAB BUILDING. THE NEW BUILDING WILL BE A STEEL SLAB ON GRADE
BUILDING.
2. THE NEW OFFICE/LAB BUILDING WILL NOT INCREASE THE IMPERVIOUS AREA ON SITE SO NO REVISIONS TO THE EXISTING STORMWATER
MANAGEMENT FACILITY WHICH WAS CONSTRUCTED UNDER THE ORIGINAL APPROVED SITE PLAN ARE REQUIRED.
ODYNER\GL01AL\5��ZEE
--' _ 3. THE NEW OFFICE/LAB WILL NOT HAVE A BATHROOM OR REQUIRE A SEWER LINE. BATHROOM FACILITIES ARE PROVIDED WITHIN THE EXISTING
CONTROL/OFFICE BUILDING WHICH IS APPROXIMATELY 110' FROM THE PROPOSED OFFICE/LAB BUILDING. THE ONLY WATER USE IN THE PROPOSED
ZONE- EM-- `� �-' \'� OFFICE/LAB BUILDING WILL BE LARGE SINKS FOR THE STORAGE OF CONCRETE CYLINDERS PRIOR TO TESTING. THE WATER FROM THE SINKS WILL BE
AX MAe #: � �A1-144- - \ \ \ \ DRAINED EVERY COUPLE OF MONTHS, DEPENDING UPON THE QUANTITY OF TEST CYLINDERS PLACED IN THE SINKS. THE WATER FROM THE SINKS
I • �� \� \ �'\ ` --. \ WILL BE DRAINED INTO BUCKETS AND TRANSPORTED TO THE RECLAIM WASTE FACILITY ON SITE WHICH IS PRIMARILY USED TO WASH OUT THE
CONCRETE TRUCKS AFTER THE CONCRETE HAS BEEN DELIVERED, THE WATER FROM THE RECLAIM WASTE FACILITY IS RECYCLED FOR WASHING TRUCKS
/,3 i `/'``'� "` "-'•� `\ \ `� \ �'` AND OTHER NON -POTABLE USED ON SITE SO THERE WILL BE NO OFF SITE DISCHARGE FROM THIS PROPOSED BUILDING. THE NEW OFFICE/LAB
BUILDING WILL HOUSE 2 FULL TIME LAB TECHNICIANS IN ADDITION TO THE 2 FULL TIME ONSITE AND 10 DELIVERY DRIVERS FOR THE EXISTING
FACILITIES. TO ESTIMATE THE SEWAGE FLOWS GENERATED FROM THIS SITE WE WILL USE 15 GPD/PERSON FOR THE DELIVERY DRIVERS AND 35
GPD/PERSON FOR THE FULL TIME ONSITE PERSONNEL ACCORDING TO 12VAC 5-610-670.
EXISTING DAILY FLOW=(2*35 GPD)+(10* 15 GPD)=220 GPD
L
PROPOSED DAILY FLOW=(4*35 GPD)+(10*15 GPD)=290 GPD
THE INCREASE IN DAILY FLOW FROM 220 GPD TO 290 GPD WILL RESULT IN THE PUMP AND HAUL FACILITY BEING DRAINED MORE FREQUENTLY,
---�� \ \ HOWEVER, THE PUMP AND HAUL SYSTEM SHOULD ADEQUATELY HANDLE THE INCREASE IN SEWAGE FLOW.
29 \ \ 4. SINK WATER FOR THE NEW OFFICE/LAB WILL CONNECT INTO THE WATER SERVICE FOR THE EXISTING CONTROL/OFFICE BUILDING WHICH WAS
EX. CREKK CC7-L - -� \ CONSTRUCTED UNDER THE ORIGINAL APPROVED SITE PLAN.
�CLEARBROOK R',a-- \ 5. POSITIVE DRAINAGE AWAY FROM THE NEW OFFICE/LAB BUILDING MUST BE MAINTAINED.
P 9 -�� 6. OWNER: GLOBAL STONE - HEMST N
' _N 32B \ \ _~-' - -�C�� �,'� �i_ "\ s� 1 QUARRY LANE C 0 E
/ CLEAR BROOK, VA. 22624
\� RP�E� '-� �` • \ �� I� 566� \ 7. DEVELOPER:
P.O.RIDER & SHOCKEY INC. STRUCTURE HEIGHT TABULATION
G ,
ECLAIMED WASTE - GROUND LEVEL
OBOX 4099
S71' 6'03"E _ 26,95� '-_ _ _ �,o ! •� _ _ (� ' � ` 6-1.3 o I V.�-� ,��� WINCHESTER, VA, 22604 FUEL STORAGE - 4
J 5 r I 8. DEED BOOK 499 PAGE 912. AGGREGATE HOPPER - 4'
\� \ 1 1 l `�' 9. TAX MAP #: PART OF 44-A-144. WATER STORAGE - 10'
5 SIDETfDACK� - C3/ ,-�'"�' 10. THIS SITE IS TO BE SERVED BY A PRIVATE WELL. ADMIX BUILDING - 10'
ZONING REQUIREMENTS \
1. ZONING: EM (EXTRACTIVE MANUFACTURING) DISTRICT. CONTROL OFFICE - 28BATCH PLANT - 37'
2. SETBACKS: SILOS - 75'
\ FRONT=75' FROM ROADS, STREETS OR HIGHWAY RIGHT-OF-WAY ,
PROPOSED= 1311.83' FROM WALTERS MI ROAD) NEW OFFICE/LAB - 12
I LEASE PARCEL '� \ SIDE=25' PROPOSED=32.25' (MIN.)
\ 48,480 Q. REAR=25' PROPOSED=269.82'
8.0000 ACRES / x \ ' / \
\ 3. MAXIMUM BUILDING HEIGHT=45'. PROPOSED=12'
PAT OF 4-A-14 ml 1� ' ` \ 4. LEASE PARCEL AREA=8.0000 ACRES,
cfl ) _ 74_ t-570S72_ I �� �\ \ 5. SEES #59 04 APPROVED 12/08/04 AND REVISED 04/28/05 FOR FULL SITE PLAN.
--578- - i -� - = x SITE NOTES:
a . 'jam
i Lo I0 RIPARIA \ 1, THE ONLY INHABITABLE STRUCTURES ON THIS PROPERTY ARE THE CONTROL OFFICE BUILDING AND THE OFFICE LAB BUILDING. THE
STONE #57 GRAV L '^r S REAM BUFFER
JOCK:IILE / STOCKPIE �„� CONTROL/OFFICE BUILDING IS A TWO STORY BUILDING WITH A GROUND FLOOR AREA OF 1,284 SQUARE FEET AND A TOTAL FLOOR AREA OF 2,568
J
�� _ _ - - , - - _ 1 1 1 I I SQUARE FEET, THE OFFICE/LAB BUILDING IS A ONE STORY BUILDING WITH A GROUND FLOOR AREA OF 1,200 SQUARE FEET,
Li( x I I Sb4,� \ 2. ALL TRAFFIC WILL EXIT THIS SITE BY THE HAUL ROAD THAT IS PROPOSED BY OTHERS AND THE NEW SITE ENTRANCE ON ROUTE 836 (WALTERS
I� I 7 GRAVEL � lw cnl ( 7 STONE y I I I �' \ � MILL LANE).
STOCKPILE-----[' / 1 W 1 s oc PILE '� -,PARKING TABULATION
i w a / i I I / REQUIRED PARKING:
ry 0-l'' MANUFACTURING AND MINING=3 SPACES/4 EMPLOYEE
/r
10 Of / - �- _ _ \ I I �! ' l NUMBER OF EMPLOYEES=12
I MAN MADE 1 IQ I ( LIGH WEIGHT `I ><���/ 1 OW E : ,GLOBAL S ON - H SF6NE
/�/ USE: U/�RRY� / OFFICE=1 SPACE/250 SQUARE FEET
SAND � N W 40 X30 Ll I ` AG RELATE � � ,� � Q / OFFICE SIZE=40'X30'=1 200 SQUARE FEET
STOCKPILE STI'EL OFFICE LAB I I / S OCKPILE 1 In Z NE: EM / Q
j ,
II ^w / n� T X MAP #: !44-A-1�4 REQUIRED NUMBER OF SPACES=(12 EMPLOYEES*3 SPACES/4 EMPLOYEE)+
(1,200 SQUARE FEET* 1 SPACE/250 SQUARE FEET)=14 SPACES
III , 40 `SNIDE X 11 / 370 88 ( TNER I I �\� \ ( / f 0 PROVIDED PARKING=18 SPACES + 1 HANDICAPPED SPACES + 10 TRUCK PARKING SPACES
>i- 60' L \ ` MATERIAL I I I I I I 04k 13� 25 F.A. R. TAB U LATI O N
- 8 THICK i I STOCKPILE I x \ \ I I I Ili " SITE AREA=8.0000 ACRES=348,480 S.F. { ,
F.F.E.568 SF, (FROM APPROVED SITE PLAN)
- CbNC• PAD 11 I I I I I \ \
FLOOR AREA=2
11 I \� �\ \ r� -
579.15 ` -
WATER 1 � 1
7N I3tI1I;- ,1o / 1`I I ( �.\FLOOR AREA=1,200 S,F. (NEW OFFICE/LAB)
� DIEL TANKCTUAL F.A.R.=(2,568 S.F.+1,200 S.F.)/348, 80 S.F.SF78.7T NK 1.08%7a)5 c>
w
„r `'� � ,I' ` � ■ " r m
-
I I,n 0I \\ \�_ �� �\ \�.\ \ \ TRAFFIC GENERATION
O BOILER I in
0 ROOM \ I o \, \�\ \ ``6'k7; 1\ \ \ \ \ \ NUMBER OF EMPLOYEES=14 (1 MANAGER, 1 OPERATOR,
-°' I \ 2 LAB TECHNICIANS AND 10 DRIVERS)
N R • ,� -� -.�.
o T OL ti
/OFFICE \ \ \ \ EMPLOYEE TRIP GENERATION=2 TRIPS PER DAY (TPD) -
6 CONC. S W / \ \ \ EMPLOYEE TRAFFIC=14 EMPLOYEES*2 TPD/EMPLOYEE
,1 ;� 5 r BATCH \ \ , =28 TPD
�ruPLANT \ \\\\MATERIAL DELIVERIES AGGREGATE SAND ETC. =12 TPD ~' L
N1 F,j I1 29 \` \ \ CONCRETE DELIVERIES=50 TPD a ` ti �,'
OP I.ESTIMATED DAILY TRAFFIC=EMPLOYEE TRAFFIC
SIGN +MATERIAL DELIVERIES+CONCRETE DELIVERIES�
=28 TPD+12 TPD+50 TPD=90 TPD
4,
p LEANOUT JN
,
Is-
- !
I I I I I I \ ABBREVIATIONSF {
- I I ADT AVERAGE DAILY TRIPS ^ -
I . 2-1500 GAL. SILOS WITH � •.i�.� - �1' - - - - � I x ' � 0 \ I� -'
SEPTIC TANK DUST I I ( �63 \ C/L CENTERLINE r�.� q
` I I 0011. CONC. CONCRETE r` 'r+ V"-
E-G: \ ( COLLECTION I. I RECLAIM ( cr cn a' M I ELEV. ELEVATION s- :___.r1 �. I - ' "�,. t, `
FU SYSTEM I I III rn rn , I E.G. EDGE OF GRAVEL
� 7 \ i ` I WASTE I I I' -x.
- I I j I 1 E.P• EDGE OF CONCRETE PAVEMENT
-- ` -� -- --- ---- / oc"aI°i I EX. EXISTING 1H'� �" '' •_..-` �`t
- - - F - y
_- - -- --- - ---I_.._ f-� �\ - - - - - - - -' �- I cta I \ C FOOT CANDLE-
=
-+' F.F,E, FINISHED FLOOR ELEVATION '.''
.T 1 �M LbY E'SR r� -r-��--T-�-�r-� / '�
' 0 H.P. HIGH POINT
�\C INTX. INTERSECTION
�� _ -
--��--�� �\ I I I I I I I ,I I � � � � � � � � INVERT 1 p TRUCK SPI• I I I /' / / ` % INV, r
- r
o `S i 1 1 X 50 i ` � i 1 �/ �� \ 0 RIPARIA 1 L. P. LOW POINT
Y \\ I I i i i 1 �/ `-- _ _ --- I I � TEAM BUFF LEFT
MIN. MINIMUM-
n m \___ -E-f •_ _ ��� -�-1 P.C. POINT OF CURVE :�
�•� \--_ - ___�� ' x \` P.I. POINT OF o
aI� INTERSECTION �--- 4
P,T. POINT OF TANGENT
\ �TYP. ALL X�\ P.V.0 POINT OF VERTICAL CURVE �. r "ti r
4
µ '
563- 562• o P.V.I. POINT OF VERTICAL INTERSECTION
--- -----570- .m \ ( ,� R.V.T. POINT OF VERTICAL TANGENT
RADIUS
--� ---576_ --, -� 6 6' �x \ (,RT. RIGHT VICINITY MAP T
_ �Q
25' IS DE`SSB�7 �� _ �` \ ` S/W SIDEWALK 2000 0 2000 4000
C�1mmmw
11 0 0, 1 % SP. SPACE SCALE: 1 "=2000'
�� STD. STANDARD
TPD TRIPS PER DAY
---N71'26 - W3 i6N - - - x�"
- Z`'\30. YD. 1 ' TYP. TYPICAL
. F'R-CTk. LOC.. OF 16 RI LRAP -� W/ WITH
- RELOCATED O�/E$F EA 1 C \ I �6 \ , 56 W.S.E. WATER SURFACE ELEVATION
\ \\ \ ,
. ' PC�R RS ' P.I.N. 44-A-96�!� '
E D?0�- LAND C OM ANY L C.
DB, 858`PG. 1399 \ \ \\\\ \ I 41 E 29
- -19 7880 ACRES± \ \ \ \ \\ \ \ 1
cp 50 50 \ �Op �' EX, CREEK C/LJ_
---� _�"�_� CLEARBROOK RUN
SCALE: 1 "=50' o
S
DATE CHECKED BY APPROVED BY REVISED SITE PLAN
i4-21-08 SLP
iA13�_,,Q
SHOCKEY'S BATCH PLANT
FREDERICK COUNTY, VIRGINIA
STONEWALL MAGISTERIAL DISTRICT
xfX
ZONING, ADMINISTRA DATE
THIS SITE PLAN IS VALID FOR FIVE (5) YEARS FROM THE APPROVAL DATE.
REVISED SITE PLAN
D�-a76
STMN L. PATTON y
Lie. No. 022933
�s
"xw. IQNAL
DATE: 7 APR 08
SCALE: 1 "=50'
DESIGNED BY: PMA
DRAWN BY: PMA
CHECKED BY: SLP
PROJECT #: 00269-A-1
SHEET 4 OF 18
IV
L
7
LINE TABLE
LINE
LENGTH
BEARING
L1
11,99'
S12*16'13"W
L2
20.80'
S24'29'57"W
L3
13.64'
S 12'56'52"W
L4
6.80'
S60'49'47"E
1_5
28,02'
N83'04'00"E
L6
21,84'
S49'04'34"E
L7
22.85'
S16'53'53"W
L8
23,95'
S44'48'56"W
L9
25.75'
S25'05'33"W
L10
23,42'
S29'46'01 "E
L1 1
19.86'
S47'33'51 "E
L12
7.48'
S30'01'46"W
L13
15,64'
S47'31'05"W
L14
34,12'
S63' 19'31 "W
L15
26,19'
S25'31'22"W
L16
35,92'
S69'00'42"W
L17
10,27'
S33'04'19"W
L18
17,04'
S 13' 14'05"E
L19
19.20'
S47'55'43"E
L20
19,12'
S61'22'38"E
L21
9,1 1'
S52' 1944"E
L22
42.53'
S09'48'34"E
L23
35,74'
S02'34'48"W
L24
29.29'
S51' 19'36"E
L25
13,58'
SO1'50'01 "E
L26
45.60'
S31'57'57"W
L27
44.70'
S 12' 18'26"W
L28
36.34'
S 17*49' 1 1 "W
L29
37,07'
S11'46'57"W
L30
17.74'
S08'5627"E
L31
44.51 '
S00' 15'37"W
L32
39.44'
S27.1 1 '20"W
L33
31,04'
S 12' 13'55"E
L34
28.39'
S32' 15'24"E
\�`�\�\\
p GENERAL NOTES
\\\\\\0 1. THIS REVISED SITE PLAN IS FOR THE CONSTRUCTION OF A NEW OFFICE/LAB BUILDING, THE NEW BUILDING WILL BE A STEEL SLAB ON GRADE
I 1 1 \ 1 + �. \ \ \ "s�' i' s BUILDING.
J I I I !x 1 I \ \ \\ GO
+-I I ��`\\\ \ \� \ \ ``� a 2. THE NEW OFFICE/LAB BUILDING WILL NOT INCREASE THE IMPERVIOUS AREA ON SITE SO NO REVISIONS TO THE EXISTING STORMWATER
I 1 cr' �-� �\ s MANAGEMENT FACILITY WHICH WAS CONSTRUCTED UNDER THE ORIGINAL APPROVED SITE PLAN ARE REQUIRED.
I I �\ \` \ \ \ 3. THE NEW OFFICE LAB WILL NOT HAVE A BATHROOM R REQUIRE W M FACILITIES ARE PROVIDED WITHIN THE EXISTING
�i I ' / I !x , 1 ► I , / OWNER\GL(3A,L� � �- -- ;% / 00 0 EQU EASE ER LINE BATHROOM CIL ES E OV DED TH E
i I I 1 -�8 \ ( �\ \� \ UNOE-
QbARR ��-_ �- CONTROL/OFFICE BUILDING WHICH IS APPROXIMATELY 110 FROM THE PROPOSED OFFICE/LAB BUILDING. THE ONLY WATER USE IN THE PROPOSED
I 1 J� I \ • I �� \ \ \ EMS, `�- `OFFICE LAB BUILDING WILL BE LARGE SINKS FOR THE STORAGE OF CONCRETE CYLINDERS PRIOR TO TESTING, THE WATER FROM THE SINKS WILL BE
I
\\� AX MAP #: -A-144- \ \ \ DRAINED EVERY COUPLE OF MONTHS, DEPENDING UPON THE QUANTITY OF TEST CYLINDERS PLACED IN THE SINKS. THE WATER FROM THE SINKS
1 I"I� I 1 / ( \ { �` \� \ � ' -`` WILL BE DRAINED INTO BUCKETS AND TRANSPORTED TO THE RECLAIM WASTE FACILITY ON SITE WHICH IS PRIMARILY USED TO WASH OUT THE
�
C II I 1 I I I / -� `l�� \ /� . \ CONCRETE TRUCKS AFTER THE CONCRETE HAS BEEN DELIVERED, THE WATER FROM THE RECLAIM WASTE FACILITY IS RECYCLED FOR WASHING TRUCKS
AND OTHER NON -POTABLE USED ON SITE SO THERE WILL BE NO OFF SITE DISCHARGE FROM THIS PROPOSED BUILDING, THE NEW OFFICE/LAB
BUILDING WILL HOUSE 2 FULL TIME LAB TECHNICIANS IN ADDITION TO THE 2 FULL TIME ONSITE AND 10 DELIVERY DRIVERS FOR THE EXISTING
FACILITIES, TO ESTIMATE THE SEWAGE FLOWS GENERATED FROM THIS SITE WE WILL USE 15 GPD PERSON FOR THE DELIVERY DRIVERS AND 35
GPD/PERSON FOR THE FULL TIME ONSITE PERSONNEL ACCORDING TO 12VAC 5-610-670.
EXISTING DAILY FLOW= 2*35 GPD + 10*15 GPD =220 GPD
PROPOSED DAILY FLOW=(4 35 GPD)+(10 15 GPD)=290 GPD
THE INCREASE IN DAILY FLOW FROM 220 GPD TO 290 GPD WILL RESULT IN THE PUMP AND HAUL FACILITY BEING DRAINED MORE FREQUENTLY,
29 \ HOWEVER, THE PUMP AND HAUL SYSTEM SHOULD ADEQUATELY HANDLE THE INCREASE IN SEWAGE FLOW,
'\ / / \'1� \ 4• SINK WATER FOR THE NEW OFFICE/LAB WILL CONNECT INTO THE WATER SERVICE FOR THE EXISTING CONTROL/OFFICE BUILDING WHICH WAS
V � EX. CREEK C� -- \ \ CONSTRUCTED UNDER THE ORIGINAL APPROVED SITE PLAN.
CLEARBROOK R,I�1-- `. \ 5. POSITIVE DRAINAGE AWAY FROM THE NEW OFFICE/LAB BUILDING MUST BE MAINTAINED,
1 U>I x E, P \ 9 �-�-. `�� 6. OWNER: GLOBAL STONE - CHEMSTONE
I J I I I z �1. I \ 5q6 _-- -- ,� 1 QUARRY LANE
RP�OA�� ' _ �\ . �.� \ J CLEAR BROOK, VA. 22624
E� -�C , \' ,/' 1� ` 56�� \ 7. DEVELOPER: CRIDER & SHOCKEY, INC. STRUCTURE HEIGHT TABULATION
>-1 � � � 1- - ��N� G ,J 0.�:' \ ` ,� ' � x \ � _/ RECLAIMED WASTE -GROUND LEVEL
III I I I �� I �\ ! � P.O, BOX 4099
I I \ /' r i .� / WINCHESTER VA, 22604 FUEL STORAGE - 4
J��� a Is - - - - S71 6 03 E _ 26�5-- _ _ �,c, - - I i i \ 13 o V. -1 boo,
III I I I o1 � 1 I - - - , J �! 5qx r I I I �� 8. DEED BOOK 499 PAGE 912. AGGREGATE HOPPER - 4
Q I I / \� \ \ I I C %'9. TAX MAP #: PART OF 44-A-144, WATER STORAGE - 10'
I , ,
25 SIDE AC 10. THIS SITE IS TO BE SERVED BY A PRIVATE WELL.
-- \ ADMIX BUILDING - 10
ZONING REQUIREMENTS 28
OFFICE
,' 80 gl I \ \ X 4 !� ,, 1 • ZONING: EM (EXTRACTIVE MANUFACTURING) DISTRICT, BATCH PLANT - 37'
k I\ I 6 `�J ( 1 �� 2. SETBACKS:
SILOS - 75 ,
i I I I I 1a3.2 I \ \ \ �F-
\ FRONT=75 FROM ROADS, STREETS OR HIGHWAY RIGHT-OF-WAY
� •� I � \ 1h �i , NEW OFFICE/LAB - 12,
l 1 ! ( I - `� 5' PROPOSED=1311.83 (FROM WALTERS MILL ROAD)
�
1 ► i -rt ' LEASE P4RCEL
SIDE=25 \ \ \ , , (MIN.)
PROPOSED=32.25
o o J , 1 I \ I , �� \ \ 48,480 Q. 'FT. - ��� \ \ REAR=25' PROPOSED=269.82'
/.
\ \ 8,0000 ACRES
�rn J_r \- 1 11 1 � k I I � I /`� \ � ' F : ,--' 3. MAXIMUM BUILDING HEIGHT=45 . PROPOSED=12
' 1 PAT 0 4-A-14 _
ca ml �� ` \ 4. LEASE PARCEL AREA=8.0000 ACRES.
L I-S72579 �b -
_ _ . SEE SP #59 04 APPROVED 12/08/04 AND REVISED 04/28/05 FOR FULL SITE PLAN,
74-- _._. 5
�"� --- -- x f ct��n cn l\\ � \
SITE NOTES:
/ co
\i Q �, I/ 15g I �f I0 RIPARIA \ 1. THE ONLY INHABITABLE STRUCTURES ON THIS PROPERTY ARE THE CONTROL OFFICE BUILDING AND THE OFFICE LAB BUILDING, THE
J - 1 X I / � TON � � � 7 RAV � \ / /
/ / ! Q-- ! ( k I i S E #5 � "'� S REAM BUFFER
! I I x CONTROL/OFFICE BUILDING IS A TWO STORY BUILDING WITH A GROUND FLOOR AREA OF 1,284 SQUARE FEET AND A TOTAL FLOOR AREA OF 2,568
90CKPILE / l STOCKPI E �) I I
1 I i I SQUARE FEET, THE OFFICE LAB BUILDING IS A ONE STORY BUILDING WITH A GROUND FLOOR AREA OF 1,200 SQUARE FEET,
\ / r / Li\ 2. ALL TRAFFIC WILL EXIT THIS SITE BY THE HAUL ROAD THAT IS PROPOSED BY OTHERS AND THE NEW SITE ENTRANCE ON ROUTE 836 (WALTERS
I I� I W I MILL LANE),
#7 GRAVEL / - n / \#7 STONE
STOCKPILF��r <Of STOCPILE /I III / \
/---PARKING TABULATION
w
/ REQUIRED PARKING:
I0 0 MANUFACTURING AND MINING=3 SPACES 4 EMPLOYEE
I� of �f �� / � / � � /
MAN MADE N IQ I / �LIG �WEtGHT\ I I I �o�/ % OW/E GLOBAL S ON - H S NE NUMBER OF EMPLOYEES=12
( 1) '� / OFFICE=1 SPACE 250 SQUARE FEET
SAND / G R AT�j USE: QUARRY / / Q
) N W 40 X30 Ll IJ t A EG E IN / OFFICE SIZE=40'X30'=1 200 SQUARE FEET
STOCKPILE STL OFFICE LAB I I / S OCKPILE I in .. Z NE:/ EM
/ -�- I I I T MAP #: !44-A-1/4 REQUIRED NUMBER OF SPACES=(12 EMPLOYEES 3 SPACES/4 EMPLOYEE)+
/ / (1,200 SQUARE FEET* 1 SPACE/250 SQUARE FEET)=14 SPACES
40 "SNIDE X 11 / 370 88, TNER I ` \ / I ' PROVIDED PARKING=18 SPACES + 1 HANDICAPPED SPACES + 10 TRUCK PARKING SPACES
32. �''- 60 L ` MATERIAL 1 I I I I I I I ``, @- ,\ I �? Zoo F.A.R. TABULATION
J1' I THICK STOCKPILE I x \ I ��
I J I ___1 I 1 I 8 c I I ,� \ I \ f I N - -
�II / I� � �26 F,F•E,= -� � - - - - � ; I ! SITE AREA-8,0000 ACRES-348,480 S•F•
rnlI I 579,15 C`JNC, PAD ► I I p I I I \ ` FLOOR AREA=2,568 S,F, (FROM APPROVED SITE PLAN)
I WATER I I ~� FLOOR AREA=1,200 S.F. NEW OFFICE LAB
!I j \ ( ► ,.;�__ _ 1�..;•..::•:: ^ DIE6EL TANKS I I I� \� • \ACTUAL F.A.R.= 2,568 S.F•+1,200 S.F/ 3 8,^80 S.F.
/ I ) OWNER: LOBAL STO E - CHLMSTONE cA�., 77. n, I 5 \ ( )/
I 57.? 17<� 8. rT NK �\ �) I I + -� " \ \ \ \ �\='1.08%
l J I USE: QUA R Y c� - I fif, -F•-1 I I \
1 / 5' ICONC. /w �� Z -- I \ TRAFFIC GENERATION
ZONE: E I I ( �`I .}�1: i. >/ I I o BOILER ( in ( Ln \\� \��\ \
TAX MAP #: 44- -144 I w� I U ROOM Q \ \ 6 \ \ \ \ NUMBER OF EMPLOYEES=14 (1 MANAGER 1 OPERATOR
afl:�r,�:� � �-- +\
��•a ONTROL
o =� I Q I �� \ 2 LAB TECHNICIANS AND 10 DRIVERS)
k 1 H.C. SP. I C'
I �I -- I /Lt-+ I I 0 F CE I ( \\ \\ \ \`�� ' �\ \ \ \ EMPLOYEE TRIP GENERATION=2 TRIPS PER DAY (TPD)
8 X x 1 �i �n / J I \\ \ -
/%J �� � � I � � ,rn 6 CONC. S�W _ � � \ \ �� \ \ \\ \EMPLOYEE TRAFFIC-14 EMPLOYEES*2 TPD/EMPLOYEE
8 AISLE A' ---- \ \
�� �,a .� y� I I I v \
-< �-� � -� � ' � �� r -� BATCH ; 28 TPD
J ! I 11 ( ° I I PLANT / I \ \ ' \ MATERIAL DELIVERIES AGGREGATE SAND ETC. =12 TPD
L.i ° z I f ��1� '`" c i 29 , � \ \ ( )
l �'' L J L� , , �. \ CONCRETE DELIVERIES 50 TPD
TOP ESTIMATED DAILY TRAFFIC=EMPLOYEE TRAFFIC
\ /I'I/ /�lI��l � I�J �U. I� /J/J / IJ JJ J I'i ' JIJ /' JJ JJ /�I �' IxI 1I/ ! I 1 11\ 1 ! �// 11 1 'I \lI I a0:1(I I `� I►I // iI r�E_..I�'- ., h \_ \ IJ\_ -- - \ /'s -_ �_E� .EG.1. ° _ -_I - -_ --- - - \�' n�II� �(\ I I I I iI II (xI I
I +MA
TERIAL DELIVERIES+CONCRETE DELIVERIES
430N \ I, '�� =28 TPD+12 TPD+50 TPD=90 TPD
SEW,
CLEANOU-Is-
ABBREVIATIONS
ADT AVERAGE DAILY TRIPS
WELL
mi I1/l j nl
19 I 2-1500 GAL, CENTERLINESILOS WITHC L
SEPTIC TANK DUST CONC. CONCRETE
VJ
COLLECTION I . I RECLAIM I cy, cr (N l ELEV• ELEVATION
SYSTEM I WASTE EDGE OF GRAVELE.P•FUEL • �'QO I ' \E.G.
_ -1\ \ / I I� ► N i , \ EDGE OF CONCRETE PAVEMENT
-- \ -� ---_JI �I00
I�I EX, EXISTING
- - �C- -\ - - - - - - - - - ;� /'- - - / I I �t, �` FC FOOT CANDLE
��IIIIIIII i J r j 1 j i �'n �- - '� r � - -1- T - r- -1 _ - -7 - i -� - / ;' \ \ \ F.F.E. FINISHED FLOOR ELEVATION
I 11 1 �Tlt��,
bY 1SF�. l l \ 1 1 1 1 1 1 I
Of1 1 1 1 1. 1 / I t\ 3 ~I 0 H,P. HIGH POINT
r" ' � �i X i 2i i i C),N 1 1 1 \ •1 1 \- �j / �\ 56 �� �3��-0\'J INTX. INTERSECTION
1 TRUCK' spN i i I /j/ // \ j INV, INVERT
- -� 1 `s C° 1�' X; 50'� �� I // I \ RIPARIA \L.P• LOW POINT
z i o \ I 1. 1 R 1 I / / C.- I I = TEAM BUFF LT, LEFT
\ \ \� ��� � L� 1.�� .� L~;� / � �_ --` \ ` I � - �+ �, � � ,�� MIN. MINIMUM
I l I 1 I I I I _� I ►� '� o m P•C• POINT OF CURVE
LL,i�i �,7�'x - �----_ P.I. POINT OF INTERSECTION
\ - --- :�, . --- 1 P.T, POINT OF TANGENT
/f /-'� x� ( I o� WHEEL ST.GP` `;"'� ��\ rc`�' i S'\P•V•C POINT OF VERTICAL CURVE
_1 I/ I J / ! / II, + 328 - \ ____�P, ALL _ CE-S� _\__ _' `\` J x { J \� x �62 `� A P,V.I. POINT OF VERTICAL INTERSECTION
I/xl /1 11 I i �� - ----570- 56`} `'� {I ; �`P.V.T, POINT OF VERTICAL TANGENT
I 1 I �' s I \ 1A�1 ' �\ \ � R RADIUS
--576 574 '-� S�6S6,Q x \\ RT. RIGHT
�"'ll�) /' / x/ I g• I I �� �- - -\ - _ 25 SIDE`SiBA ,�. - `�`� �\ ` ',S/W SIDEWALK 2000 0 2000 4000
1 % \ - \J� \ SP, SPACE „ ,
% ~/ \� \_1 Z� SCALE: 1 =2000
I ► \ x • J0�`•. `� sr � \ STD. STANDARD
- _ - _ _ _ ,� _ _ _ _ _ - - _ _ � _ _ - _ \ \- _ TPD TRIPS PER DAY
�l I 11 I I 1-N71°26 03 W 620-q x x 30, YD, T'P• TYPICAL APPROVED BY
2 -�--58 2\ �-�s �x
_4� pt k. LOC. Or --, �J - -, 8�\ �x \ \, RI -RAP -1 W/ WITH FREDERICK COUNTY ZONING ADMINITRATOR
RELOCATED OVEFjl�E.A \ 1 C \ � \ \ \ I ���� \ ,� , 56 W.S.E. WATER SURFACE ELEVATION
PO E RANI
I I I 1 / `✓ I � J -� � •_--- - \ P.I.N. 44-A-96
Rs) � \ ,\ (\\ I '• �
) CEDAR` LAND COMPANY L C
(DB, 858-PG. 1399 41 E 29 \ ,;� \ \ ,-�.-1 7880 ACRESf
ZONING ADMINISTRATOR DATE
EX. CREEK C/L
50 \
\
_ �c�•-•9� �50 1'00 co
/ II CLEARBROOK RUN
C I .' ' I ! r �� �..t I i 58' I �� _ �o SCALE: 1 "=50' THIS SITE PLAN IS VALID FOR FIVE (5) YEARS FROM THE APPROVAL DATE,
REVISION
PATTON, MARTIN AND ASSOCIATES, P.L.C.
1831 PLAZA DRIVE
WINCHESTER, VIRGINIA 22601
(540) 723-0545 FAX (540) 723-0547
WWW. PATIO N MA RTI N. CO M
REVISED SITE PLAN
SHOCKEY'S BATCH PLANT
FREDERICK COUNTY, VIRGINIA
STONEWALL MAGISTERIAL DISTRICT
REVISED SITE PLAN
Z
STEM L. PATTON y
Lie, No, 022933
Alsil%:�i&�4�
IONAL'l
DATE: 7 APR 08
SCALE: 1 "=50'
DESIGNED BY: PMA
DRAWN BY: PMA
CHECKED BY: SLP
PROJECT #: 00269-A-1
SHEET 4 OF 18